City Council
Regular MeetingTaylor, MI · March 3, 2026
Agenda
MAYOR
Timothy Woolley
CITY OF TAYLOR COUNCIL
Charley Johnson
CHAIRMAN
Cynthia A. Bower
CLERK Ron Thiede
CHAIR PRO-TEM
Nicone Dragone Sr.
TREASURER Christian Armstrong
23555 Goddard Road Chris Clark
Taylor, MI 48180 William Patts
(734) 287 6550 Gerald P. Thomas
www.cityoftaylor.com Dan Wallace
The Regular Council Meeting of the Taylor City Council will be held on Tuesday March 03, 2026 in the Taylor
Municipal Building at 23555 Goddard Rd., Taylor, MI to begin promptly at 6:30 PM
AGENDA
1. Call to order
2. Pledge of Allegiance
3. Roll Call
4. AGENDA AND MINUTES
4.1 Motion to approve the Agenda.
4.2 Motion to approve the acceptance of the minutes of the meeting held February 17, 2026 and
dispense with oral reading.
2026_02_17 Final.pdf
5. MAYOR COMMUNICATIONS
6. CONSENT AGENDA
6.1 Motion to approve authorizing the City Clerk to sign the Michigan Charitable Gaming
License application recognizing Fish & Loaves as a nonprofit organization.
2006, 07-26 Bylaws of Fish & Loaves (1).pdf
Fish and Loaves 501c3 Status Letter.pdf
6.2 Motion to receive & file Taylor Police & Fire Retirement System Report dated December 31,
2025.
2025-12-31 Taylor P&F Quarterly Supplement.pdf
6.3 Motion to receive & file Taylor General Employees Retirement System dated December
31,2025.
2025-12-31 Taylor General Supp Qtrly.pdf
7. REGULAR AGENDA
1
7.1 Motion to approve creating a development area of LDFA (Local Development Finance
Authority) of Detroit Region Aerotropolis Development Corporation.
LOCAL DEVELOPMENT FINANCE AUTHORITY BY AEROTROPOLIS
DEVELOPMENT CORPORATION.pdf
Letter regarding TIF capture.pdf
Aerotropolis LDFA Plan.pdf
Resolution of approval and Procedural Outline of the Plan.pdf
7.2 Motion to approve authorizing the Mayor to sign the Purchase Agreement on behalf of the
City of Taylor for the sale of Parcel# 60-027-99-0001-000 for an amount of $25,000, plus all
costs associated with closing. Proceeds go to the General Fund.
Vacant Champaign-Telegraph.pdf
7.3 Motion to approve the Collective Bargaining Agreement between the City of Taylor and the
Taylor Professional Fire Fighters Association, Local 1252, IAFF, AFL-CIO.
7.4 Motion to approve Flock Safety, sole source, for renewal of two (2) year agreement in an
amount of $69,600 for the first year and $69,600 for the second year. Funded through General
Fund - Contractual Services.
Flock 2 year renewal Quote.pdf
Flock Sole Source Justification.pdf
Flock Sole Source Provider.pdf
7.5 Motion to approve
Bidigare Contractors, current vendor, for contract extension to the water main improvement
projects, for the amounts to be determined and approved at a future meeting by the
Administration and City Council. Funded through City of Taylor Infrastructure Bonding.
2026 Water Main Project Extension Letter (Bidigare Contractors) 12-01-2025.pdf
Reference (City of Taylor BID) - 2022 City of Taylor Water Main Project (Bid Tab) 12-21-
2022.pdf
7.6 Motion to amend CCR # 10.465-25 for Decima LLC, low bid, for additional required work at
the Greenwald Historical House, located at Heritage Park in an amount not to exceed
$404,035 Funded through TBA Capital Outlay.
2025_10_07 draft (2).pdf
Greenwald Historic Home Rehab.pdf
7.7 Motion to approve Audia Concrete Construction, Inc., current vendor, for the current
Concrete Panel Replacement for the 2026-2027 Fiscal Year in an amount not to exceed
$1,565,000. Funded through Local and Major Street Funds.
2023 Concrete Panel Replacement Contract (Bid Tab) 06-13-2023 CLG.pdf
IFB-DG-2023-05-25-001 Concrete Panel Replacement Contract 2023 (51 Pages).pdf
Taylor 2026 Concrete Panel Price Letter.pdf
7.8 Motion to approve
Al’s Asphalt Paving Company, current vendor, for extension to the current Asphalt Pavement
2
Resurfacing Contract for the 2026-2027 Fiscal Year in an amount not to exceed $2,145,000.
Funded through Local Street Fund and Major Street Fund.
RFP - (022825-001) BID TAB (03-28-2025) CLG.pdf
RFP-022825-001_2025 Asphalt Pavement Resurfacing Program (Official Bidnet Posting 03-
04-2025) 58 Pages.pdf
Taylor 2026 Asphalt Resurfacing Price Letter (02-03-2026).pdf
7.9 Motion to approve
Wade Trim to perform the second Design portion of the proposed 2025 Water Distribution
System Project Design for an amount not to exceed $600,000. Funded though Water Supply
System Fund Capital Outlay.
2025 Water Main Improvement Project (WTA) Design (02-20-2026).pdf
Reference - 2025 Water Main Improvement Project (WTA) Design (05-22-2025).pdf
Supporting Documents (CLG).pdf
7.10 Motion to approve Dell Technologies, State bid/low bid, for the purchase of five (5)
Interactive Touch Monitors with wall mounts in an amount not to exceed $23,315, funded
through 2024 JAG Grant and General Fund Police IT.
Dell Technologies - State Bid Quote.pdf
Dell Quote.pdf
CDW Quote.pdf
7.11 Motion to approve Concord, Current Vendor, for renewal and upgrade of cloud fax services,
in the amount of $6,482, funded through General Fund IT Contractual Services.
Bisom (Fax) Renewal.pdf
7.12 Motion to approve Ricoh, Current Vendor, for Kofax Scanning Software Licensing and
Support annual renewal for an amount of $10,143. Funded through General Fund IT
Contractual Services.
CITY OF TAYLOR_Kofax.pdf
7.13 Motion to approve Ricoh, Current Vendor, for Docuware one (1) year renewal in an amount
of $12,613, funded through General Fund IT Contractual Services.
Ricoh Docuware Renewal.pdf
7.14 Motion to approve Ricoh, low quote, for Purchase of 150 Tungsten Power PDF 5 Perpetual
Licenses with one (1) year Maintenance in an amount not to exceed $21,576 funded through
General Fund IT Contractual Services.
rQuote_36365393_Quote (1).pdf
CDWG_Tungsten.pdf
Data Capture Group_Tungsten.pdf
7.15 Motion to approve one (1) year renewal of worker's compensation excess insurance policy
with Midwest Employers Casualty for the period of 1/1/26 through 12/31/26 in the amount of
$114,803. Funded through Risk Management Contractual Services.
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7.16 Motion to approve to direct Corporation Counsel to draft a ballot proposal to amend the City
of Taylor Charter, Chapter 4, Section 4.5 Filling Vacancies in Elective Office, per the
attached document.
Ballot Proposal Motion_Vacancy.pdf
7.17 Motion to approve to direct Corporation Counsel to draft a ballot proposal to amend the City
of Taylor Charter, Chapter 15, Section 15.2, Section 15.3 and Section 15.4 (a), per the
attached document.
Ballot Proposal Motion_Budget Limitations.pdf
8. OPEN BUSINESS
9. ADJOURNMENT
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CITY OF TAYLOR COUNCIL
Timothy Woolley Charley Johnson
MAYOR CHAIRMAN
Cynthia A. Bower Ron Thiede
CLERK CHAIR PRO-TEM
Nicone Dragone Sr. 23555 Goddard Road Christian Armstrong
TREASURER Taylor, MI 48180 Chris Clark
(734) 287 6550 William Patts
www.cityoftaylor.com Gerald P.Thomas
Dan Wallace
MINUTES
The regular meeting of the Taylor City Council was held on Tuesday, February 17, 2026 at 6:30 p.m. in
the Taylor Municipal Building at 23555 Goddard Road, Taylor, Michigan. Council Chairman Charley
Johnson called the meeting to order.
Present: Charley Johnson, Christian Armstrong, Chris Clark, Williams Patts, Gerald Thomas,
Dan Wallace, Ron Thiede
Also Present: Mayor Woolley, Deputy Clerk Sara El-Rifaai, Treasurer Nicone Dragone Sr.,
Corporation Counsel Ed Plato, Council Secretary Tiarra Swain
Excused: None
Motion By: Gerald Thomas Supported By: Chris Clark
Ayes: Charley Johnson, Chris Clark, Dan Wallace, William Patts, Ron Thiede,
Christian Armstrong, Gerald Thomas
Nays: None
Resolved: To approve the Agenda.
Unanimously carried
CCR #: 2.64-26
Motion By: Dan Wallace Supported By: Christian Armstrong
Ayes: Charley Johnson, Chris Clark, Dan Wallace, William Patts, Ron Thiede,
Christian Armstrong, Gerald Thomas
Nays: None
Resolved: To approve the acceptance of the minutes of the meeting held February 3, 2026 and
dispense with oral reading.
Unanimously carried
CCR #: 2.65-26
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Motion By: Christian Armstrong Supported By: Dan Wallace
Ayes: Charley Johnson, Chris Clark, Dan Wallace, William Patts, Ron Thiede,
Christian Armstrong, Gerald Thomas
Nays: None
Resolved: To approve the re-appointments of Ronald Bentley and Nick Dmitruchina to the Museum
Commission for a three (3) year term to expire on February 17, 2029.
Unanimously carried
CCR #: 2.66-26
Motion By: Christian Armstrong Supported By: Ron Thiede
Ayes: Charley Johnson, Chris Clark, Dan Wallace, William Patts, Ron Thiede,
Christian Armstrong, Gerald Thomas
Nays: None
Resolved: To approve authorizing the City Clerk to sign the Michigan Charitable Gaming Licenses
application recognizing St Joseph's Helpers as a nonprofit organization.
Unanimously carried
CCR #: 2.67-26
Motion By: Christian Armstrong Supported By: Ron Thiede
Ayes: Charley Johnson, Chris Clark, Dan Wallace, William Patts, Ron Thiede,
Christian Armstrong, Gerald Thomas
Nays: None
Resolved: To receive & file the January 2026 Budget Performance Report.
Unanimously carried
CCR #: 2.68-26
Motion By: Christian Armstrong Supported By: Ron Thiede
Ayes: Charley Johnson, Chris Clark, Dan Wallace, William Patts, Ron Thiede,
Christian Armstrong, Gerald Thomas
Nays: None
Resolved: To receive & file the January 2026 Paid Invoice Report.
Unanimously carried
CCR #: 2.69-26
Motion By: Christian Armstrong Supported By: Ron Thiede
Ayes: Charley Johnson, Chris Clark, Dan Wallace, William Patts, Ron Thiede,
Christian Armstrong, Gerald Thomas
Nays: None
Resolved: To receive & file 0 % interest deferred loan for project #2025-07 for work performed by
Optimum Contracting Solutions per qualified low quote for Emergency Roof Replacement
in the amount of $13,250. Funded through the Community Development Block Grant
Home Rehabilitation account. Not to exceed program limits.
Unanimously carried
CCR #: 2.70-26
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Motion By: Christian Armstrong Supported By: Ron Thiede
Ayes: Charley Johnson, Chris Clark, Dan Wallace, William Patts, Ron Thiede,
Christian Armstrong, Gerald Thomas
Nays: None
Resolved: To approve KCI Printing for the postage associated with mailing the 2026 Assessment
Change Notices for Real Property, in an amount not to exceed $13,479.
Unanimously carried
CCR #: 2.71-26
Motion By: Chris Clark Supported By: Christian Armstrong
Ayes: Charley Johnson, Chris Clark, Dan Wallace, William Patts, Ron Thiede,
Christian Armstrong, Gerald Thomas
Nays: None
Resolved: To approve the issuance of an Amusement Device permit to Kudos Taproom & Fieldhouse,
14100 Pardee, for nineteen (19) amusement device machines pursuant to Chapter 4, Article
III of the City of Taylor Code of Ordinances.
Unanimously carried
CCR #: 2.72-26
Motion By: Gerald Thomas Supported By: Chris Clark
Ayes: Charley Johnson, Chris Clark, Dan Wallace, William Patts, Ron Thiede,
Christian Armstrong, Gerald Thomas
Nays: None
Resolved: To amend CCR 6.220-25 to increase authority to blanket purchase order for Med-Tech
Resource by $20,000, funded through General Fund, Fire Department- ALS Transporting
Account.
Unanimously carried
CCR #: 2.73-26
Motion By: William Patts Supported By: Dan Wallace
Ayes: Charley Johnson, Chris Clark, Dan Wallace, William Patts, Ron Thiede,
Christian Armstrong, Gerald Thomas
Nays: None
Resolved: To approve Superior Comfort Heating and Cooling, low bid, for the installation of two (2)
Electrical Vehicle battery chargers in an amount not to exceed $5,173, funded through
Community Energy Management Grant.
Unanimously carried
CCR #: 2.74-26
Motion By: Christian Armstrong Supported By: Chris Clark
Ayes: Charley Johnson, Chris Clark, Dan Wallace, William Patts, Ron Thiede,
Christian Armstrong, Gerald Thomas
Nays: None
Resolved: To approve the Proclamation honoring Southeast Michigan Community Alliance
(SEMCA).
Unanimously carried
CCR #: 2.75-26
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Motion By: Christian Armstrong Supported By: Gerald Thomas
Ayes: Charley Johnson, Chris Clark, Dan Wallace, William Patts, Ron Thiede,
Christian Armstrong, Gerald Thomas
Nays: None
Resolved: To approve payment to Michigan Police Training for providing Commercial Vehicle
Enforcement Trainings to two (2) Police Officers, in an amount not to exceed $4,370,
funded through the Act 302 Police Training Fund.
Unanimously carried
CCR #: 2.76-26
Motion By: Christian Armstrong Supported By: Gerald Thomas
Ayes: Charley Johnson, Chris Clark, Dan Wallace, William Patts, Ron Thiede,
Christian Armstrong, Gerald Thomas
Nays: None
Resolved: To approve the renewal of the Law Enforcement State Accreditation module through
Lexipol, in the amount of $31,300, funded through General Fund Police Contractual
Services.
Unanimously carried
CCR #: 2.77-26
Motion By: William Patts Supported By: Dan Wallace
Ayes: Charley Johnson, Chris Clark, Dan Wallace, William Patts, Ron Thiede,
Christian Armstrong, Gerald Thomas
Nays: None
Resolved: To approve Hennessey Engineers, lowest qualified bidder, for Community Development
Engineering, Planning & Support Services, amount not to exceed $26,700 and authorize
the Mayor to sign the contract. Funded through Community Development Block Grant
account.
Unanimously carried
CCR #: 2.78-26
Motion By: Ron Thiede Supported By: Gerald Thomas
Ayes: Charley Johnson, Chris Clark, Dan Wallace, William Patts, Ron Thiede,
Christian Armstrong, Gerald Thomas
Nays: None
Resolved: To approve Department of Public Works employees to attend the 2026 American Public
Works Association (APWA) Great Lakes Expo in an amount not to exceed $6,700. Funded
through Water Supply System Fund.
Unanimously carried
CCR #: 2.79-26
8
Motion By: Gerald Thomas Supported By: Dan Wallace
Ayes: Charley Johnson, Chris Clark, Dan Wallace, William Patts, Ron Thiede,
Christian Armstrong, Gerald Thomas
Nays: None
Resolved: To approve engagement with Miller, Canfield, Paddock and Stone, PLLC to provide bond
counsel services related to the proposed issuance of capital improvement bonds. The
contingent fee for services is based on the size of the bonds, but not to exceed $59,500.
Funded through bond proceeds.
Unanimously carried
CCR #: 2.80-26
Motion By: Gerald Thomas Supported By: Dan Wallace
Ayes: Charley Johnson, Chris Clark, Dan Wallace, William Patts, Ron Thiede,
Christian Armstrong, Gerald Thomas
Nays: None
Resolved: To approve engagement with PFM Financial Advisors LLC to provide financial advisory
services related to the proposed capital improvement bond issuance. The contingent fee for
services is based on an $8,000 base fee, plus $0.90 per $1,000 of bonds issued. Funded
through bond proceeds.
Unanimously carried
CCR #: 2.81-26
Motion By: William Patts Supported By: Gerald Thomas
Ayes: Charley Johnson, Chris Clark, Dan Wallace, William Patts, Ron Thiede,
Christian Armstrong, Gerald Thomas
Nays: None
Resolved: To approve setting the public hearing for the City's Fiscal Year 2026/2027 proposed budget
for April 23, 2026 at 6:30 p.m. The property tax millage rate proposed to be levied to
support the budget will be subject to this hearing.
Unanimously carried
CCR #: 2.82-26
Motion By: Chris Clark Supported By: Christian Armstrong
Ayes: Charley Johnson, Chris Clark, Dan Wallace, William Patts, Ron Thiede,
Christian Armstrong, Gerald Thomas
Nays: None
Resolved: To approve CivicPlus, current website vendor, to provide licensing and installation of
DocAccess, an Americans Disabilities Act-related component, for a Year 1 amount of
$13,724, and a Year 2 amount of $14,411, for a total amount not to exceed $28,135. Funded
through General Fund Admin Account.
Unanimously carried
CCR #: 2.83-26
9
Motion By: Dan Wallace Supported By: Christian Armstrong
Ayes: Charley Johnson, Chris Clark, Dan Wallace, William Patts, Ron Thiede,
Christian Armstrong, Gerald Thomas
Nays: None
Resolved: To approve adjournment at 6:54 p.m.
Unanimously carried
CCR #: 2.84-26
_____________________________________ ________________________________
Charley Johnson, Chairman Cynthia A. Bower, City Clerk
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<CBDoc TenantId="2" EntityTypeId="3100" EntityId="1487" DocumentTypeId="1" EffectiveDate="12/31/2025" Interval="3"
Description="Supplemental Quarterly Report" />
Taylor Police & Fire Retirement System
Investment Performance Review
Period Ending December 31, 2025
21
Asset Allocation Summary
Taylor Police & Fire Total Fund
As of December 31, 2025
Dec-2025 : $152,666,717 Allocation
Market Value Allocation
¢ Fidelity Lrg Cap Gro Idx (FSPGX) 25,981,965 17.0
¢ PNC Large Cap Value 14,017,904 9.2
¢ Fidelity Mid Cap Index (FSMDX) 23,041,268 15.1
¢ Federated MDT Small Cap Core (QISCX) 6,768,433 4.4
¢ Brandywine Large Cap Value 13,602,157 8.9
¢ Fidelity 500 Index Institutional (FXAIX) 21,548,588 14.1
¢ WCM Focused Int'l Growth 8,728,829 5.7
¢ PNC Core Fixed Income 6,031,547 4.0
¢ PNC Hi Yield Fixed (PIHBX) 174,784 0.1
¢ Bloomfield Cap Inc Fund V-A 94,031 0.1
¢ Bloomfield Cap Inc Fund V-B 983,963 0.6
¢ Bloomfield Cap Inc Fund V-C 647,187 0.4
¢ Bloomfield Cap Inc Fund V-D 1,161,851 0.8
Fidelity Lrg Cap Gro Idx (FSPGX) 17%
Sturbridge Diversified III 1% ¢ Metropolitan RE Secondaries 355,230 0.2
Abbott Secondary Opportunites II LP 3%
¢ American Strategic Val Realty 2,697,470 1.8
TA Realty Core Property 3%
American Strategic Val Realty 2% ¢ TA Realty Core Property 3,959,084 2.6
Metropolitan RE Secondaries 0% ¢ Abbott Secondary Opportunites II LP 4,904,398 3.2
Bloomfield Cap Inc Fund V-D 1% PNC Large Cap Value 9%
Bloomfield Cap Inc Fund V-C 0% ¢ Sturbridge Diversified III 2,134,776 1.4
Bloomfield Cap Inc Fund V-B 1% ¢ Terracap Partners V LP 1,284,619 0.8
Bloomfield Cap Inc Fund V-A 0%
PNC Hi Yield Fixed (PIHBX) 0% ¢ Portfolio Advisors Secondary Fund IV 4,704,286 3.1
PNC Core Fixed Income 4% ¢ Cash Account 9,683,713 6.3
WCM Focused Int'l Growth 6%
Fidelity Mid Cap Index (FSMDX) 15% ¢ Commingled Fund Cash 160,636 0.1
Fidelity 500 Index Institutional (FXAIX) 14%
Federated MDT Small Cap Core (QISCX) 4%
Brandywine Large Cap Value 9%
Page 1 22
Asset Allocation Summary
Taylor Police & Fire Total Fund
As of December 31, 2025
Asset Allocation vs. Target Allocation
Total Domestic Equity Composite 4.8%
Total International/Global Equity -2.3 %
Total Fixed Income Composite 0.0%
Total Real Estate Composite -4.6 %
Total Private Equity Composite -2.3 %
Total Cash Composite 4.4%
-10.0 % -8.0 % -6.0 % -4.0 % -2.0 % 0.0% 2.0% 4.0% 6.0% 8.0% 10.0%
Allocation Differences
Asset Allocation vs. Target Allocation
Market Value$ Allocation (%) Target (%)
Total Domestic Equity Composite 104,960,314 68.8 64.0
Total International/Global Equity 8,728,829 5.7 8.0
Total Fixed Income Composite 9,093,362 6.0 6.0
Total Real Estate Composite 8,296,403 5.4 10.0
Total Private Equity Composite 11,743,460 7.7 10.0
Total Cash Composite 9,844,349 6.4 2.0
Total Fund 152,666,717 100.0 100.0
Page 2 23
Financial Reconciliation
Total Fund
1 Quarter Ending December 31, 2025
Market Value Net Contribution Management Other Apprec./ Market Value
Distributions Income
10/01/2025 Transfers s Fees Expenses Deprec. 12/31/2025
Total Domestic Equity Composite 109,156,536 -5,706,337 - - -26,336 - 1,061,461 474,990 104,960,314
Fidelity Lrg Cap Gro Idx (FSPGX) 28,720,887 -3,000,000 - - - - 88,978 172,100 25,981,965
PNC Large Cap Value 13,439,436 - - - -11,603 - 64,208 525,863 14,017,904
Fidelity Mid Cap Index (FSMDX) 23,004,519 - - - - - 199,179 -162,430 23,041,268
Brandywine Large Cap Value 13,483,628 14,734 - - -14,734 - 78,241 40,288 13,602,157
Champlain Small Company (CIPNX) 2,873,419 -2,721,071 - - - - - -152,348 -
Federated MDT Small Cap Core (QISCX) 6,642,339 - - - - - 504,783 -378,689 6,768,433
Fidelity 500 Index Institutional (FXAIX) 20,992,309 - - - - - 126,074 430,206 21,548,588
Total International Equity Composite 9,155,485 - - - - - - -426,656 8,728,829
WCM Focused Int'l Growth Fund LP 9,155,485 - - - - - - -426,656 8,728,829
Total Fixed Income Composite 9,038,179 -47,376 - - - - 111,391 -8,832 9,093,362
PNC Core Fixed Income 5,954,309 3,757 - - - - 50,317 23,164 6,031,547
PNC High Yield Fixed Income (PIHBX) 176,186 -3,757 - - - - 3,757 -1,402 174,784
Total Non-Core Fixed Composite 2,907,683 -47,376 - - - - 57,317 -30,593 2,887,032
Bloomfield Capital Income Fund V Series - A 93,231 - - - - - - 800 94,031
Bloomfield Capital Income Fund V Series - B 1,012,839 -19,892 - - - - 25,651 -34,635 983,963
Bloomfield Capital Income Fund V Series - C 793,710 -162,567 - - - - 14,692 1,352 647,187
Bloomfield Capital Income Fund V Series - D 1,007,903 135,083 - - - - 16,975 1,889 1,161,851
Total Real Estate Composite 8,264,728 - - - -15,387 - 54,774 -7,712 8,296,403
Metropolitan Real Estate Partners Secondaries & Co-Investments Fund, L.P. 355,230 - - - - - - - 355,230
American Strategic Value Realty 2,688,881 - - - -8,499 - 8,526 8,563 2,697,470
TA Realty Core Property Fund LP 3,935,999 - - - -6,888 - 46,248 -16,274 3,959,084
Terracap Partners V LP 1,284,619 - - - - - - - 1,284,619
Total Private Equity Composite 11,852,169 -108,709 - - - - 4,584 -4,584 11,743,460
Abbott Secondary Opportunites II LP 4,979,398 -75,000 - - - - 4,584 -4,584 4,904,398
Portfolio Advisors Secondary Fund IV 4,737,995 -33,709 - - - - - - 4,704,286
Sturbridge Diversified III 2,134,776 - - - - - - - 2,134,776
Total Cash Composite 3,111,600 5,862,422 4,986,572 -4,141,702 - -47,804 73,262 - 9,844,349
Cash Account 2,718,821 6,099,116 4,986,572 -4,141,702 - -47,804 68,710 - 9,683,713
Cash Account from Commingled Fund 392,779 -236,695 - - - - 4,551 - 160,636
Total Fund Composite 150,578,696 - 4,986,572 -4,141,702 -41,724 -47,804 1,305,472 27,205 152,666,717
Page 3 24
Comparative Performance
Total Fund
As of December 31, 2025
Comparative Performance
Inception
QTR 1 YR 3 YR 5 YR 7 YR 10 YR Inception
Date
Total Fund Composite (Gross) 0.89 (97) 11.26 (86) 12.72 (41) 8.33 (16) 10.83 (8) 9.75 (5) 8.30 (31) 04/01/2003
Total Fund Policy 2.33 (26) 15.66 (16) 16.84 (1) 9.98 (2) 12.70 (1) 11.02 (1) 9.73 (1)
Difference -1.44 -4.40 -4.12 -1.65 -1.87 -1.27 -1.42
All Public Plans-Total Fund Median 2.07 13.75 12.36 7.20 9.60 8.53 8.01
Total Fund Composite (Net) 0.86 11.05 12.46 8.02 10.50 9.37 8.11 04/01/2008
Total Fund Policy 2.33 15.66 16.84 9.98 12.70 11.02 8.84
Difference -1.47 -4.60 -4.38 -1.96 -2.20 -1.65 -0.73
Total Domestic Equity Composite 1.43 13.53 18.18 10.72 13.83 11.73 9.91 04/01/2008
Total Domestic Equity Policy 2.40 17.15 22.25 13.15 16.60 14.18 11.44
Difference -0.97 -3.62 -4.06 -2.43 -2.77 -2.44 -1.53
Total International/Global Equity -4.66 21.25 14.07 6.18 9.93 8.18 5.50 04/01/2008
Total International Equity Policy 5.05 32.39 17.33 7.91 10.15 8.41 4.62
Difference -9.71 -11.13 -3.27 -1.72 -0.21 -0.23 0.88
Total Fixed Income Composite 1.14 5.93 7.13 4.13 4.92 5.62 5.10 07/01/2014
Total Fixed Income Policy 1.20 6.97 5.06 0.96 2.67 2.44 2.29
Difference -0.06 -1.03 2.07 3.18 2.24 3.19 2.82
Total Real Estate Composite 0.57 -7.66 -9.87 0.33 1.58 4.24 5.78 07/01/2014
Total Real Estate Policy 0.91 3.79 -3.45 3.40 3.35 4.80 6.02
Difference -0.35 -11.45 -6.43 -3.07 -1.78 -0.56 -0.24
Returns for periods greater than one year are annualized.
Returns are expressed as percentages.
Page 4 25
Comparative Performance
Total Fund
As of December 31, 2025
Inception
QTR 1 YR 3 YR 5 YR 7 YR 10 YR Inception
Date
Total Domestic Equity Composite 1.43 13.53 18.18 10.72 13.83 11.73 9.91 04/01/2008
Fidelity Lrg Cap Gro Idx (FSPGX) 1.11 (48) 18.53 (29) N/A N/A N/A N/A N/A 06/01/2023
Russell 1000 Growth Index 1.12 (47) 18.56 (28) 31.15 (31) 15.32 (10) 21.25 (11) 18.13 (10) 27.37 (26)
Difference -0.02 -0.03 N/A N/A N/A N/A N/A
Large Growth Median 0.98 16.03 28.37 11.78 17.94 15.52 24.96
PNC Large Cap Value 4.39 (36) 20.10 (17) 15.39 (46) 13.61 (41) 13.15 (64) 10.61 (83) 11.06 (56) 06/01/2013
Russell 1000 Value Index 3.81 (45) 15.91 (53) 13.90 (63) 11.33 (76) 12.10 (82) 10.53 (86) 10.12 (85)
Difference 0.58 4.19 1.49 2.28 1.06 0.09 0.94
IM U.S. Large Cap Value Equity (SA+CF) Median 3.41 16.17 14.93 13.09 13.93 11.86 11.20
Fidelity Mid Cap Index (FSMDX) 0.16 (72) 10.57 (39) 14.34 (34) N/A N/A N/A 6.38 (68) 12/01/2021
Russell Midcap Index 0.16 (72) 10.60 (38) 14.36 (34) 8.67 (69) 12.75 (48) 11.01 (51) 6.37 (68)
Difference 0.00 -0.03 -0.01 N/A N/A N/A 0.00
Mid-Cap Blend Median 1.50 8.84 13.13 9.32 12.63 11.03 6.89
Brandywine Large Cap Value 0.88 (87) 8.90 (88) 10.20 (93) 10.47 (87) 12.49 (76) N/A 11.03 (59) 04/01/2017
Russell 1000 Value Index 3.81 (45) 15.91 (53) 13.90 (63) 11.33 (76) 12.10 (82) 10.53 (86) 9.69 (87)
Difference -2.93 -7.00 -3.70 -0.85 0.39 N/A 1.34
IM U.S. Large Cap Value Equity (SA+CF) Median 3.41 16.17 14.93 13.09 13.93 11.86 11.40
Federated MDT Small Cap Core (QISCX) 1.90 (50) 14.14 (12) 16.48 (8) 9.62 (20) N/A N/A 11.02 (16) 12/01/2019
Russell 2000 Index 2.19 (39) 12.81 (18) 13.73 (24) 6.09 (72) 10.60 (52) 9.62 (41) 8.68 (51)
Difference -0.29 1.33 2.75 3.53 N/A N/A 2.35
Small Blend Median 1.89 8.22 11.95 7.19 10.65 9.35 8.73
Fidelity 500 Index Institutional (FXAIX) 2.65 (43) 17.86 (37) 22.99 (35) N/A N/A N/A 12.05 (38) 12/01/2021
S&P 500 Index 2.66 (41) 17.88 (35) 23.01 (33) 14.42 (33) 17.29 (37) 14.82 (34) 12.07 (34)
Difference -0.01 -0.02 -0.01 N/A N/A N/A -0.01
Large Blend Median 2.55 17.15 22.37 13.85 17.01 14.48 11.57
Returns for periods greater than one year are annualized.
Returns are expressed as percentages.
Page 5 26
Comparative Performance
Total Fund
As of December 31, 2025
Inception
QTR 1 YR 3 YR 5 YR 7 YR 10 YR Inception
Date
Total International/Global Equity -4.66 21.25 14.07 6.18 9.93 8.18 5.50 04/01/2008
WCM Focused Int'l Growth Fund LP -4.66 (100) 21.25 (97) 15.08 (76) 5.01 (94) 12.65 (6) N/A 10.05 (5) 09/01/2018
MSCI AC World ex USA (Net) 5.05 (29) 32.39 (37) 17.33 (40) 7.91 (54) 10.15 (62) 8.41 (38) 7.93 (53)
Difference -9.71 -11.13 -2.25 -2.90 2.50 N/A 2.13
MSCI EAFE Growth Index 1.89 (95) 21.12 (97) 13.51 (91) 4.76 (96) 9.79 (71) 7.80 (63) 7.19 (74)
Difference -6.55 0.14 1.57 0.25 2.86 N/A 2.86
Foreign Large Blend Median 4.36 31.18 16.98 8.06 10.46 8.12 7.99
Total Fixed Income Composite 1.14 5.93 7.13 4.13 4.92 5.62 5.10 07/01/2014
Total PNC Fixed Income Composite 1.24 (52) 7.31 (48) 5.86 (23) 1.56 (31) 3.36 (14) 3.03 (17) 3.62 (45) 04/01/2003
Bloomberg Intermediate US Govt/Credit Idx 1.20 (69) 6.97 (75) 5.06 (87) 0.96 (90) 2.54 (91) 2.29 (91) 3.10 (94)
Difference 0.04 0.34 0.80 0.61 0.81 0.75 0.51
IM U.S. Intermediate Duration (SA+CF) Median 1.24 7.26 5.47 1.33 2.90 2.61 3.57
Total Real Estate Composite 0.57 -7.66 -9.87 0.33 1.58 4.24 5.78 07/01/2014
American Strategic Value Realty 0.64 (67) 3.09 (80) -3.13 (63) 3.65 (56) 4.46 (27) N/A 6.12 (N/A) 06/01/2016
NCREIF Fund Index-ODCE (VW) 0.91 (57) 3.79 (69) -3.45 (70) 3.40 (63) 3.35 (65) 4.80 (64) 4.77 (N/A)
Difference -0.28 -0.70 0.32 0.26 1.11 N/A 1.35
IM U.S. Open End Private Real Estate (SA+CF) Median 1.13 5.11 -2.45 3.75 3.98 5.37 N/A
TA Realty Core Property Fund LP 0.76 (61) 4.44 (62) -0.97 (34) N/A N/A N/A 6.65 (N/A) 05/01/2021
NCREIF Fund Index-ODCE (VW) 0.91 (57) 3.79 (69) -3.45 (70) 3.40 (63) 3.35 (65) 4.80 (64) 3.18 (N/A)
Difference -0.15 0.66 2.48 N/A N/A N/A 3.46
IM U.S. Open End Private Real Estate (SA+CF) Median 1.13 5.11 -2.45 3.75 3.98 5.37 N/A
Returns for periods greater than one year are annualized.
Returns are expressed as percentages.
Page 6 27
Comparative Performance - IRR
Total Fund
As of December 31, 2025
Comparative Performance - IRR
Inception
QTD 1 YR 3 YR Inception
Date
Bloomfield Capital Income Fund V Series - A 0.86 -18.20 -4.10 9.82 12/21/2018
Bloomfield Capital Income Fund V Series - B -0.90 -1.33 5.89 6.49 04/20/2021
Bloomfield Capital Income Fund V Series - C 2.05 9.62 N/A 9.23 03/31/2023
Bloomfield Capital Income Fund V Series - D 1.88 7.95 N/A 7.49 11/06/2024
Metropolitan Real Estate Partners Secondaries & Co-Investments Fund, L.P. 0.00 -3.77 -18.18 1.50 12/30/2015
Abbott Secondary Opportunites II LP 0.00 9.92 9.27 15.47 07/23/2021
Portfolio Advisors Secondary Fund IV 0.00 1.46 2.90 7.16 08/09/2021
Sturbridge Diversified III 0.00 8.65 10.85 23.91 12/16/2022
Terracap Partners V LP 0.00 -42.10 -32.89 -25.28 05/03/2022
Page 7 28
Disclosures
Mariner Institutional compiled this report for the sole use of the client for which it was prepared. Mariner Institutional is responsible for evaluating the performance results of the Total Fund along with the investment
advisors by comparing their performance with indices and other related peer universe data that is deemed appropriate. Mariner Institutional uses the results from this evaluation to make observations and
recommendations to the client. Mariner Institutional uses time-weighted calculations which are founded on standards recommended by the CFA Institute. The calculations and values shown are based on information
that is received from custodians. Mariner Institutional analyzes transactions as indicated on the custodian statements and reviews the custodial market values of the portfolio. As a result, this provides Mariner
Institutional with a reasonable basis that the investment information presented is free from material misstatement. This methodology of evaluating and measuring performance provides Mariner Institutional with a
practical foundation for our observations and recommendations. Nothing came to our attention that would cause Mariner Institutional to believe that the information presented is significantly misstated.
This performance report is based on data obtained by the client’s custodian(s), investment fund administrator, or other sources believed to be reliable. While these sources are believed to be reliable, the data
providers are responsible for the accuracy and completeness of their statements. Clients are encouraged to compare the records of their custodian(s) to ensure this report fairly and accurately reflects their various
asset positions.
The strategies listed may not be suitable for all investors. We believe the information provided here is reliable, but do not warrant or guarantee its accuracy or completeness. Past performance is not an indication of
future performance. Any information contained in this report is for informational purposes only and should not be construed to be an offer to buy or sell any securities or any investment advisory services.
Please note that Neuberger Berman (NB) owns a non-controlling minority stake in Mariner. Certain NB strategies may hold an allocation to the investment in Mariner. For specific impacted strategies,
please reach out to your investment consultant or Mariner Institutional at institutionalcompliance@mariner.com
Additional information included in this document may contain data provided by index databases, public economic sources, and the managers themselves.
This document may contain data provided by Bloomberg.
This document may contain data provided by Standard and Poor’s. Nothing contained within any document, advertisement or presentation from S&P Indices constitutes an offer of services in jurisdictions where S&P
Indices does not have the necessary licenses. All information provided by S&P Indices is impersonal and is not tailored to the needs of any person, entity or group of persons. Any returns or performance provided
within any document is provided for illustrative purposes only and does not demonstrate actual performance. Past performance is not a guarantee of future investment results.
This document may contain data provided by MSCI, Inc. Copyright MSCI, 2017. Unpublished. All Rights Reserved. This information may only be used for your internal use, may not be reproduced or disseminated
in any form and may not be used to create any financial instruments or products or any indices. This information is provided on an “as is” basis and the user of this information assumes the entire risk of any use it
may make or permit to be made of this information. Neither MSCI, any of its affiliates or any other person involved in or related to compiling, computing or creating this information makes any express or implied
warranties or representations with respect to such information or the results to be obtained by the use thereof, and MSCI, its affiliates and each such other person hereby expressly disclaim all warranties (including,
without limitation, all warranties of originality, accuracy, completeness, timeliness, non-infringement, merchantability and fitness for a particular purpose) with respect to this information. Without limiting any of the
foregoing, in no event shall MSCI, any of its affiliates or any other person involved in or related to compiling, computing or creating this information have any liability for any direct, indirect, special, incidental, punitive,
consequential or any other damages (including, without limitation, lost profits) even if notified of, or if it might otherwise have anticipated, the possibility of such damages.
This document may contain data provided by Russell Investment Group. Russell Investment Group is the source owner of the data contained or reflected in this material and all trademarks and copyrights related
thereto. The material may contain confidential information and unauthorized use, disclosure, copying, dissemination or redistribution is strictly prohibited. This is a user presentation of the data. Russell Investment
Group is not responsible for the formatting or configuration of this material or for any inaccuracy in presentation thereof.
This document may contain data provided by Morningstar. All rights reserved. Use of this content requires expert knowledge. It is to be used by specialist institutions only. The information contained herein: (1) is
proprietary to Morningstar and/or its content providers; (2) may not be copied, adapted or distributed; and (3) is not warranted to be accurate, complete or timely. Neither Morningstar nor its content providers are
responsible for any damages or losses arising from any use of this information, except where such damages or losses cannot be limited or excluded by law in your jurisdiction. Past financial performance is not
guarantee of future results.
*IMPORTANT DISCLOSURE INFORMATION RE COALITION GREENWICH BEST INVESTMENT CONSULTANT AWARD (formerly known as the Greenwich Quality Leader Award):
The awards are not indicative of any future performance. The awards or any other rankings and/or recognition by unaffiliated rating services and/or publications should not be construed as a guarantee that a client
will experience a certain level of results or satisfaction, nor should it be construed as a current or past endorsement by any of our clients. No fee was paid to participate in this award survey.
The 2024-25 award was issued in February 2025, based on data from February to September of 2024. The 2023 award was issued in April 2024, based on data from Feb to November of 2023. The 2022 award was
issued in April 2023, based on data from Feb to November of 2022. The 2021 award was issued in April of 2022, based on data from July to October 2021. Data was collected via interviews conducted by Coalition
Greenwich. The 2024 and 2023 awards were issued to Mariner Institutional (formerly AndCo Consulting). The 2021 and 2022 awards were issued to AndCo, prior to becoming Mariner Institutional. The methodology:
For the 2024-25 Coalition Greenwich Best Investment Consultant Award for Overall U.S. Investment Consulting – Midsize Consultants – Between February and September 2024, Crisil Coalition Greenwich conducted
interviews with 699 individuals from 563 of the largest tax-exempt funds in the United States. For the 2023 Greenwich Best Investment Consultant Award for Overall U.S. Investment Consulting – Midsize Consultants
– Between February and November 2023, Coalition Greenwich conducted interviews with 708 individuals from 575 of the largest tax-exempt funds in the United States. For the 2022 Greenwich Best Investment
Consultant Award for Overall U.S. Investment Consulting – Midsize Consultants – Between February and November 2022, Coalition Greenwich conducted interviews with 727 individuals from 590 of the largest tax-
exempt funds in the United States. For the 2021 Greenwich Best Investment Consultant Award – Overall U.S. Investment Consulting – Midsize Consultants – Between July and October 2021, Coalition Greenwich
conducted interviews with 811 individuals from 661 of the largest tax-exempt funds in the United States. These U.S.-based institutional investors are corporate, public, union, and endowment and foundation funds
with either pension or investment pool assets greater than $150 million. Study participants were asked to provide quantitative and qualitative evaluations of their asset management and investment consulting providers,
including qualitative assessments of those firms soliciting their business and detailed information on important market trends.
29
Page 8
Access to a wealth of knowledge and solutions.
30
<CBDoc TenantId="2" EntityTypeId="3100" EntityId="1491" DocumentTypeId="1" EffectiveDate="12/31/2025" Interval="3"
Description="Supplemental Quarterly Report" />
Taylor General Employees Retirement System
Investment Performance Review
Period Ending December 31, 2025
31
Asset Allocation Summary
Taylor General
As of December 31, 2025
Dec-2025 : $51,934,277 Allocation
Market Value Allocation
¢ Fidelity Mid Cap Index (FSMDX) 2,584,578 5.0
¢ Clarkston 2,590,942 5.0
¢ Granite 2,682,790 5.2
Cash Account 4% Fidelity Mid Cap Index (FSMDX) 5% ¢ Fidelity 500 Index Institutional (FXAIX) 17,027,874 32.8
Bloomfield V Series - D 1% Clarkston 5% ¢ WCM Focused Int'l G (WCMIX) 3,903,178 7.5
Marathon 1% Granite 5%
Amer Strat Val Realty 3% ¢ HGK Trinity Street 3,994,521 7.7
PIMCO Diversified (PDIIX) 3% ¢ Garcia Int Fixed 13,129,017 25.3
¢ PIMCO Diversified (PDIIX) 1,618,411 3.1
Garcia Int Fixed 25% ¢ Amer Strat Val Realty 1,458,450 2.8
¢ Marathon 455,805 0.9
¢ Bloomfield V Series - D 524,852 1.0
Fidelity 500 Index Institutional (FXAIX) 33%
¢ Cash Account 1,963,861 3.8
HGK Trinity Street 8%
WCM Focused Int'l G (WCMIX) 8%
Asset Allocation vs. Target Allocation
Domestic Equity 0.3%
International Equity 0.2%
Core Fixed Income 2.9%
Alternative Fixed -3.1 %
Non Core Fixed -0.9 %
Real Estate -2.2 %
Cash Equivalent 2.8%
-6.0 % -4.0 % -2.0 % 0.0% 2.0% 4.0% 6.0%
Asset Allocation vs. Target Allocation
Market Value
Allocation (%) Target (%)
$
Domestic Equity 24,554,013 47.3 47.0
International Equity 7,897,699 15.2 15.0
Core Fixed Income 13,464,670 25.9 23.0
Alternative Fixed 455,805 0.9 4.0
Non Core Fixed 1,618,411 3.1 4.0
Real Estate 1,458,450 2.8 5.0
Cash Equivalent 2,485,230 4.8 2.0
Total Fund 51,934,277 100.0 100.0
Page 1 32
Financial Reconciliation
Total Fund
1 Quarter Ending December 31, 2025
Market Value Net Management Other Apprec./ Market Value
Contributions Distributions Income
10/01/2025 Transfers Fees Expenses Deprec. 12/31/2025
Total Domestic Equity Composite 24,825,190 -488,391 - - -11,609 - 138,136 422,857 24,886,183
Fidelity Mid Cap Index (FSMDX) 2,580,456 - - - - - 22,342 -18,220 2,584,578
Clarkston 2,616,769 5,232 - - -5,232 - 10,331 -36,158 2,590,942
Granite 2,551,793 6,377 - - -6,377 - 4,431 126,566 2,682,790
Fidelity 500 Index Institutional (FXAIX) 17,076,173 -500,000 - - - - 101,032 350,670 17,027,874
Total International Equity Composite 7,950,971 - - - -9,007 - 211,638 -255,902 7,897,699
WCM Focused Int'l Growth Fund (WCMIX) 4,090,383 - - - - - 211,638 -398,842 3,903,178
HGK Trinity Street 3,860,588 - - - -9,007 - - 142,940 3,994,521
Total Domestic Fixed Income Composite 12,444,735 507,666 - - -7,666 - 107,879 76,402 13,129,017
Garcia Int Fixed 12,444,735 507,666 - - -7,666 - 107,879 76,402 13,129,017
Alternative Fixed Income Composite 1,299,899 -334,844 - - - - 14,302 1,300 980,657
Marathon 503,455 -47,650 - - - - - - 455,805
Bloomfield Capital Income Fund V Series - D 796,444 -287,194 - - - - 14,302 1,300 524,852
Total Non Core Fixed Income Composite 1,582,485 - - - - - 23,221 12,705 1,618,411
PIMCO Diversified (PDIIX) 1,582,485 - - - - - 23,221 12,705 1,618,411
Total Real Estate Composite 1,453,806 - - - -4,595 - 4,610 4,630 1,458,450
American Strategic Value Realty Fund 1,453,806 - - - -4,595 - 4,610 4,630 1,458,450
Cash Account 181,002 315,569 3,774,177 -2,297,237 - -29,291 19,642 - 1,963,861
Total Fund Composite 49,738,088 - 3,774,177 -2,297,237 -32,877 -29,291 519,427 261,991 51,934,277
Page 2 33
Comparative Performance
Total Fund
As of December 31, 2025
Comparative Performance
Inception
QTR 1 YR 3 YR 5 YR 7 YR 10 YR Inception
Date
Total Fund Composite 1.54 (83) 13.53 (54) 13.00 (34) 7.84 (29) 10.66 (12) 9.42 (9) 7.71 (57) 11/01/1995
Total Fund Policy 2.26 (32) 15.36 (20) 14.51 (8) 7.98 (23) 10.70 (10) 9.38 (11) N/A
Difference -0.71 -1.82 -1.51 -0.15 -0.04 0.04 N/A
All Public Plans-Total Fund Median 2.07 13.72 12.30 7.09 9.58 8.52 7.82
Total Domestic Equity Composite 2.30 (49) 13.21 (60) 18.15 (59) 11.29 (68) 15.03 (60) 13.07 (52) 9.99 (100) 01/01/1996
Total Domestic Equity Policy 2.40 (47) 17.15 (34) 22.25 (24) 13.15 (41) 16.64 (35) 14.29 (30) 10.10 (100)
Difference -0.10 -3.94 -4.10 -1.86 -1.61 -1.21 -0.11
IM U.S. All Cap Core Equity (SA+CF) Median 2.28 15.51 20.00 12.52 15.62 13.17 11.34
Total International Equity Composite -0.56 (100) 26.89 (77) 15.69 (69) 7.21 (68) 12.52 (7) 10.49 (2) 4.73 (96) 04/01/2001
Total International Equity Policy 5.05 (29) 32.39 (37) 17.33 (40) 7.91 (54) 10.15 (62) 8.41 (38) 6.12 (51)
Difference -5.61 -5.50 -1.65 -0.69 2.37 2.08 -1.40
Foreign Large Blend Median 4.36 31.18 16.98 8.06 10.46 8.12 6.14
Total Domestic Fixed Income Composite 1.47 (10) 8.07 (12) 5.11 (85) 1.32 (51) 2.61 (83) 2.42 (77) 4.03 (93) 01/01/1996
Total Fixed Income Policy 1.20 (69) 6.97 (75) 5.06 (87) 0.96 (90) 2.54 (91) 2.29 (91) 4.14 (87)
Difference 0.28 1.10 0.05 0.37 0.07 0.14 -0.11
IM U.S. Intermediate Duration (SA+CF) Median 1.24 7.26 5.47 1.33 2.90 2.61 4.41
Total Non Core Fixed Income Composite 2.27 (10) 10.52 (31) 9.05 (1) 2.31 (3) 1.18 (45) 2.07 (35) 1.78 (41) 10/01/2015
Total Global Fixed Income Policy 0.35 (49) 8.42 (65) 4.29 (55) -1.87 (50) 0.87 (56) 1.50 (55) 1.38 (57)
Difference 1.92 2.11 4.76 4.18 0.31 0.57 0.40
Global Bond Median 0.34 8.93 4.43 -1.97 0.99 1.60 1.48
Total Real Estate Composite 0.64 (67) 3.09 (80) -3.12 (63) 3.64 (57) 4.44 (30) N/A 5.80 (16) 01/01/2017
NCREIF Fund Index-ODCE (VW) 0.91 (57) 3.79 (69) -3.45 (70) 3.40 (63) 3.35 (65) 4.80 (64) 4.36 (66)
Difference -0.28 -0.70 0.32 0.24 1.08 N/A 1.44
IM U.S. Open End Private Real Estate (SA+CF) Median 1.13 5.11 -2.45 3.75 3.98 5.37 4.95
Returns for periods greater than one year are annualized.
Returns are expressed as percentages.
Page 3 34
Comparative Performance
Total Fund
As of December 31, 2025
Inception
QTR 1 YR 3 YR 5 YR 7 YR 10 YR Inception
Date
Domestic Equity
Fidelity Mid Cap Index (FSMDX) 0.16 (68) 10.56 (31) 14.34 (24) N/A N/A N/A 6.36 (37) 05/01/2021
Russell Midcap Index 0.16 (68) 10.60 (30) 14.36 (24) 8.67 (48) 12.75 (24) 11.01 (17) 6.36 (37)
Difference 0.00 -0.03 -0.01 N/A N/A N/A -0.01
Mid-Cap Blend Median 1.27 8.00 12.37 8.62 11.83 10.16 5.77
Clarkston -0.99 (84) -7.45 (100) 1.85 (100) 2.97 (100) 8.34 (98) N/A 8.05 (97) 07/01/2016
Russell 2500 Index 2.22 (38) 11.91 (27) 13.75 (31) 7.26 (67) 11.75 (63) 10.40 (63) 10.53 (63)
Difference -3.20 -19.36 -11.90 -4.29 -3.41 N/A -2.48
IM U.S. SMID Cap Core Equity (SA+CF) Median 1.75 7.66 12.47 7.54 12.52 10.94 11.16
Granite 5.13 (9) 8.85 (52) 8.32 (84) 2.31 (100) 10.19 (80) N/A 10.21 (68) 07/01/2016
Russell 2000 Index 2.19 (50) 12.81 (28) 13.73 (44) 6.09 (77) 10.60 (77) 9.62 (84) 9.89 (78)
Difference 2.94 -3.96 -5.41 -3.78 -0.41 N/A 0.32
IM U.S. Small Cap Core Equity (SA+CF) Median 2.19 9.23 13.39 8.40 12.31 10.90 10.98
Fidelity 500 Index Institutional (FXAIX) 2.65 (33) 17.86 (25) 22.99 (23) N/A N/A N/A 12.78 (17) 05/01/2021
S&P 500 Index 2.66 (33) 17.88 (24) 23.01 (23) 14.42 (19) 17.29 (15) 14.82 (10) 12.79 (17)
Difference -0.01 -0.02 -0.01 N/A N/A N/A -0.01
Large Blend Median 2.42 16.43 21.48 13.09 16.10 13.60 11.31
International Equity
WCM Focused Int'l Growth Fund (WCMIX) -4.58 (96) 20.90 (40) 14.65 (34) 4.63 (33) 12.29 (6) 10.68 (1) N/A 12/01/2015
MSCI AC World ex USA (Net) 5.05 (3) 32.39 (6) 17.33 (12) 7.91 (6) 10.15 (36) 8.41 (27) 8.14 (29)
Difference -9.63 -11.49 -2.68 -3.28 2.15 2.26 N/A
MSCI EAFE Growth Index 1.89 (37) 21.12 (39) 13.51 (49) 4.76 (32) 9.79 (43) 7.80 (42) 7.65 (41)
Difference -6.47 -0.21 1.14 -0.13 2.50 2.88 N/A
Foreign Growth Median 0.92 19.48 13.42 2.86 9.47 7.48 7.27
HGK Trinity Street 3.71 (56) 33.42 (37) 16.77 (60) 9.95 (38) 12.68 (25) 10.26 (24) 10.26 (24) 01/01/2016
MSCI EAFE (Net) Index 4.86 (36) 31.22 (52) 17.22 (55) 8.92 (50) 10.54 (64) 8.18 (75) 8.18 (75)
Difference -1.15 2.19 -0.46 1.02 2.14 2.07 2.07
IM International Equity Developed Markets (SA+CF) Median 3.99 31.54 17.50 8.81 11.25 8.91 8.91
Fixed Income
Garcia Int Fixed 1.47 (10) 8.07 (12) 5.11 (85) 1.32 (51) 2.61 (83) N/A 2.62 (87) 06/01/2018
Bloomberg Intermediate US Govt/Credit Idx 1.20 (69) 6.97 (75) 5.06 (87) 0.96 (90) 2.54 (91) 2.29 (91) 2.59 (90)
Difference 0.28 1.10 0.05 0.37 0.07 N/A 0.03
IM U.S. Intermediate Duration (SA+CF) Median 1.24 7.26 5.47 1.33 2.90 2.61 2.89
Returns for periods greater than one year are annualized.
Returns are expressed as percentages.
Page 4 35
Comparative Performance
Total Fund
As of December 31, 2025
Inception
QTR 1 YR 3 YR 5 YR 7 YR 10 YR Inception
Date
Non Core Fixed Income
PIMCO Diversified (PDIIX) 2.27 (10) 10.52 (31) 9.05 (1) 2.31 (3) N/A N/A 2.31 (3) 01/01/2021
Blmbg. Global Credit (Hedged) 1.13 (15) 7.23 (78) 7.00 (15) 1.03 (18) 3.45 (4) 3.64 (2) 1.03 (18)
Difference 1.14 3.29 2.05 1.28 N/A N/A 1.28
Global Bond Median 0.34 8.93 4.43 -1.97 0.99 1.60 -1.97
Real Estate
American Strategic Value Realty Fund 0.64 (67) 3.09 (80) -3.12 (63) 3.64 (57) 4.44 (30) N/A 5.80 (16) 01/01/2017
NCREIF Fund Index-ODCE (VW) 0.91 (57) 3.79 (69) -3.45 (70) 3.40 (63) 3.35 (65) 4.80 (64) 4.36 (66)
Difference -0.28 -0.70 0.32 0.24 1.08 N/A 1.44
IM U.S. Open End Private Real Estate (SA+CF) Median 1.13 5.11 -2.45 3.75 3.98 5.37 4.95
Returns for periods greater than one year are annualized.
Returns are expressed as percentages.
Page 5 36
Comparative Performance - IRR
Total Fund
As of December 31, 2025
Comparative Performance - IRR
Inception
QTD 1 YR 3 YR Inception
Date
Marathon 0.00 1.90 9.90 9.44 01/04/2021
Bloomfield Capital Income Fund V Series - D 1.97 N/A N/A 3.25 08/01/2025
Page 6 37
Disclosures
Mariner Institutional compiled this report for the sole use of the client for which it was prepared. Mariner Institutional is responsible for evaluating the performance results of the Total Fund along with the investment
advisors by comparing their performance with indices and other related peer universe data that is deemed appropriate. Mariner Institutional uses the results from this evaluation to make observations and
recommendations to the client. Mariner Institutional uses time-weighted calculations which are founded on standards recommended by the CFA Institute. The calculations and values shown are based on information
that is received from custodians. Mariner Institutional analyzes transactions as indicated on the custodian statements and reviews the custodial market values of the portfolio. As a result, this provides Mariner
Institutional with a reasonable basis that the investment information presented is free from material misstatement. This methodology of evaluating and measuring performance provides Mariner Institutional with a
practical foundation for our observations and recommendations. Nothing came to our attention that would cause Mariner Institutional to believe that the information presented is significantly misstated.
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Access to a wealth of knowledge and solutions.
39
RESOLUTION TO CONSENT TO ESTABLISH A LOCAL DEVELOPMENT FINANCE
AUTHORITY BY AEROTROPOLIS DEVELOPMENT CORPORATION
RESOLUTION_______________
MOTION BY:____________________________
SUPPORTED BY:_________________________
WHEREAS, MCL 125.4403 provides that the Detroit Aerotropolis Development Corporation
(“Aerotropolis”) as a Next Michigan Development Corporation, may establish a Local
Development Finance Authority (the “Authority”) located in one or more other municipalities
located within the same county to establish an authority; and
WHEREAS, the City of Taylor desires to consent to the Authority established by Aerotropolis,
which also includes the City of Romulus and Charter Township of Van Buren for a portion of
Ecorse Road; and
THEREFORE, the City of Taylor resolves by this resolution its consent to the described
Authority as provided above, which includes the following property in the City of Taylor as set
forth in Exhibit A.
FURTHER RESOLVED, the Aerotropolis has established a public hearing for the adoption of
a proposed Tax Increment Finance and Development Plan for the Authority on March 5, 2026, at
2:30 p.m. at the Aerotropolis offices located at 11895 Wayne Road, Suite 101A, Romulus,
Michigan 48174.
Adopted: ___________________
Roll Call Vote: Ayes: _______________________________
Nays:________________________________
I, Cynthia Bower, Clerk for the City of Taylor, do hereby certify the foregoing to be a true copy
of a resolution duly adopted by Romulus City Council at their meeting held on
__________________, 2026.
Cynthia Bower
City Clerk
40
EXHIBIT A
AEROTROPOLIS LDFA CITY OF TAYLOR LEGAL DESCRIPTION:
Parcels of Land situated in Sections 6, 7, 18, 19 and 30, Town 3 South, Range 10 East, City of Taylor, Wayne County, Michigan
described as beginning at the Southeast corner of said Section 30 also being the intersection of the centerline of Beech Daly
Road and Eureka Road, thence North along the centerline of said Beech Daly Road (120' wide) the following 9 courses:
1) North 02°27'26" West, 2,636.85 feet along the East line of said Section 30 to the East 1/4 corner of said Section 30;
2) North 02°27'00" West, 2,635.70 feet along the East line of Said Section 30 to the Northeast corner of said section 30,
(Southeast corner of said Section 19);
3) North 02°12'21" West, 2,639.85 feet along the East line of said Section 19 to the East 1/4 corner of said Section 19;
4) North 02°15'37" West, 2,639.61 feet along the East line of said Section 19 to the Northeast corner of said Section 19,
(Southeast corner of said Section 18);
5) North 02°16'46" West, 2,635.63 feet along the East line of said Section 18 to the East 1/4 corner of said Section 18;
6) North 02°21'48" West, 2,629.04 feet along the East line of Said Section 18 to the Northeast corner of said section 18,
(Southeast corner of said Section 7);
7) North 01°59'53" West, 2636.67 feet along the East line of said Section 7 to the East 1/4 corner of said Section 7;
8) North 02°09'04" West, 2632.26 feet along the East line of Said Section 7 to the Northeast corner of said section 7, (Southeast
corner of said Section 6);
9) North 01°31'14" West, 2,682.90 feet along the East line of Said Section 6 to the East 1/4 corner of said section 6 and the
centerline of Beverly Road (variable width);
Thence West along the centerline of said Beverly Road the following 2 courses:
1) South 84°10'36" West, 2,636.44 feet along the East-West quarter line of Said Section 6 to the center corner of said section 6;
2) South 84°26'09" West, 2,613.39 feet along the East-West quarter line of Said Section 6 to the West 1/4 corner of said section
6 and the centerline of Inkster Road (variable width);
Thence South along the centerline of said Inkster Road the following 16 courses:
1) South 02°02'09" East, 2,646.20 feet along the West line of said Section 6 to the Southwest corner of said Section 6,
(Northwest corner of said Section 7);
2) South 02°18'31" East, 2,638.79 feet along the West line of said Section 7 to the West 1/4 corner of said Section 7
3) South 02°18'31" East, 4.92 feet along the West line of said Section 7 to the East 1/4 corner of section 12, T3S, R9E
4) South 02°05'42" East 2,627.10 feet along the West line of said Section 7 to the Southwest corner of said section 7,
(Northwest corner of said Section 18);
5) South 02°05'42" East 2.83 feet along the West line of said Section 18 to the Southeast corner of section 12, T3S, R9E
41
6) South 02°10'23" East, 2,618.50 feet along the West line of said Section 18 to the West 1/4 corner of said Section 18;
7) South 02°10'23" East, 19.72 feet along the West line of said Section 18 to the East 1/4 corner of section 13, T3S, R9E
8) South 02°10'17" East, 2,598.23 feet along the West line of said Section 18 to the Southwest corner of said section 18,
(Northwest corner of said Section 19);
9) South 02°10'17" East, 40.66 feet along the West line of said Section 19 to the Southeast corner of section 13, T3S, R9E
10) South 02°15'09" East, 2,584.63 feet along the West line of said Section 19 to the West 1/4 corner of said Section 19;
11) South 02°15'09" East, 59.60 feet along the West line of said Section 19 to the East 1/4 corner of section 24, T3S, R9E
12) South 02°11'58" East, 2,561.39 feet along the West line of said Section 19 to the Southwest corner of said section 19,
(Northwest corner of said Section 30);
13) South 02°11'58" East, 80.14 feet along the West line of said Section 30 to the Southeast corner of section 24, T3S, R9E
14) South 02°03'49" East, 2565.23 feet along the West line of Said Section 30 to the West 1/4 corner of said section 30;
15) South 02°03'49" East, 89.30 feet along the West line of Said Section 30 to the East 1/4 corner of section 25, T3S, R9E
16) South 02°18'30" East, 2,550.68 feet along the West line of Said Section 30 to the Southwest corner of said section 30 and
the centerline of Eureka Road (variable width)
Thence East along the centerline of said Eureka Road the following 2 courses:
1) North 83°12'53" East, 2,631.64 feet along the South line of Said Section 30 to the South 1/4 corner of said section 30;
2) North 87°09'38" East, 2,620.22 feet along the South line of Said Section 30 to the Southeast corner of said section 30 and the
Point of Beginning. Containing 2,837.18 acres of land more or less.
42
Founded in 1852 MICHIGAN
by Sidney Davy Miller ILLINOIS
NEW YORK
OHIO
WASHINGTON, D.C.
CALIFORNIA
JEFFREY S. ARONOFF Miller, Canfield, Paddock and Stone, P.L.C. CANADA
TEL +1.313.496.7678 150 West Jefferson, Suite 2500 MEXICO
FAX +1.313.496.7500
E-MAIL Aronoff@millercanfield.com Detroit, Michigan 48226 POLAND
TEL (313) 963-6420 UKRAINE
FAX (313) 496-7500 QATAR
millercanfield.com
November 6, 2025
Janay Jenkins, EDFP
Tax Abatement Specialist
Michigan Economic Development Corporation
300 N. Washington Square
Lansing, MI 48913
Re: Aerotropolis LDFA Local Capture Match
Dear Ms. Jenkins:
The Local Development Finance Authority of Detroit Region Aerotropolis Development
Corporation (the “LDFA”) is preparing a Tax Increment Finance and Development Plan (the
“Plan”), a draft of which has been provided to the Michigan Economic Development Corporation
for review. This letter is intended to confirm that the Plan meets the statutory requirement that the
LDFA capture a percentage of local operating taxes at least equal to the percentage of school tax
capture.
The Plan provides for the capture of tax increment revenues within the Aerotropolis
Development Area described in the Plan (the “Development Area”), which is located in the Charter
Township of Van Buren (the “Township”), the City of Romulus and City of Taylor (the “Cities”).
Tax increment revenues captured under the Plan will be used to support the various improvements
described in the Plan.
As you are aware, because the Aerotropolis Development Corporation is a Next Michigan
development corporation, and the Development Area is a Next Michigan development area, the
LDFA may, upon approval of the State Treasurer, capture up to 50% the state education tax and
local school operating taxes for up to fifteen years pursuant to the Recodified Tax Increment
Financing Act, Act 57, Michigan Public Acts of 2018 (“Act 57”).1 Pursuant to this authority, the
Plan provides for the capture of 50% of the state education tax and taxes levied for school operating
purposes by Van Buren Public Schools, Romulus Community Schools, and the Taylor School
District (collectively “School Taxes”) within the Development Area.
1 See MCL 125.4402(jj)(ii)(C).
43
MILLER, CANFIELD, PADDOCK AND STONE, P.L.C.
-2- November 6, 2025
The Act further requires that the percentage of school tax capture “shall not be greater than
the percentage capture and use of taxes levied by a municipality or county for operating purposes”
under the Plan and other tax increment finance plans that may be applicable to the Development
Area.2 To comply with that requirement, the LDFA is capturing the operating millages of the
Township and the Cities at the following rates (the “Local Operating Taxes”):
• Romulus Operating Millage: 9.4 mills at 50% → 4.7 mills.
• Taylor Operating Millage: 8.2 mills at 50% → 4.1 mills.
• Van Buren Operating Millage: 0.89 mills at 50% → 0.45 mills.
Act 57 further provides that tax increment revenues do not include “ad valorem property
taxes or specific local taxes that are excluded from and not made part of the tax increment financing
plan.”3 As such, tax increment revenues captured under the LDFA Plan include only the School
Taxes and the Local Operating Taxes required to be captured under Act 57 and excludes all other
taxes levied in the Development Area.
Sincerely,
Miller, Canfield, Paddock and Stone, P.L.C.
By:
Jeffrey S. Aronoff
2 See MCL 125.4412(3).
3 MCL 125.4402(jj)(iii)(A).
44
THE LOCAL DEVELOPMENT FINANCE AUTHORITY
OF THE
DETROIT REGION AEROTROPOLIS DEVELOPMENT CORPORATION
(A NEXT MICHIGAN DEVELOPMENT CORPORATION)
TAX INCREMENT FINANCE AND DEVELOPMENT PLAN
RELATING TO
VAN BUREN CHARTER TOWNSHIP, CITY OF ROMULUS AND CITY OF TAYLOR
AEROTROPOLIS DEVELOPMENT AREA
45
Introduction
The following Tax Increment Finance and Development Plan (the “Plan”) has been adopted
by the Local Development Finance Authority of the Detroit Region Aerotropolis Development
Corporation (the “LDFA”) and relates to the Aerotropolis Development Area described at Exhibits
A and B to this Plan (the “Development Area”) in the Charter Township of Van Buren (the
“Township”), and the Cities of Romulus and Taylor (the “Cities”) as more fully described
hereinafter. The purpose the Plan is to enable the LDFA to capture certain tax increment revenues
in the Development Area and provide those revenues to the Township and Cities to support the
public facility and improvement payments described in this Plan.
This is the LDFA’s second tax increment finance and development plan and its second
development area. The first tax increment finance and development plan was adopted in 2017 in a
Next Michigan development area in the City of Romulus within the LDFA district. The
Development Area under this Plan does overlap with the 2017 Next Michigan development area,
and while Act 57 (as defined herein) authorizes the Detroit Region Aerotropolis Development
Corporation (the “Aerotropolis”) to establish only one LDFA, it does not prohibit the LDFA from
establishing multiple tax increment finance and development plans or multiple Next Michigan
development areas.
I. Tax Increment Financing Plan
The following sections describe aspects of the TIF Plan as required by MCL 125.4412.
A. Statement of reasons that the plan will result in the creation of captured assessed
value that could not otherwise be expected.
Charter Township of Van Buren
This northern portion of the Township, where Willow Run Airport (YIP) is located, is
home to over 1,000 undeveloped acres. The two largest contiguous sites (390 acres and 440 acres)
in Wayne County are in this portion of the Township.
Over the last decade, working directly with the MEDC, Aerotropolis staff have submitted
various combinations of the 1,000+ acres to well over two hundred business attraction and
retention projects. None of these projects have come to fruition due to three constraining factors.
First, this portion of Van Buren Township connects to the Rough Valley Sewage Disposal
System, which serves 14 Wayne County communities and transports flow from parts of Oakland
County to the Great Lakes Water Authority. The Wayne County Environmental Services Team
has reviewed and determined, on multiple occasions, that the Rough Valley Sewage Disposal
System is unable to convey anything more than the 5cfs the Township is currently allowed. In
short, development of the 1,000+ acres in the Township are exceedingly difficult due to the lack
of wastewater treatment facilities to accommodate the new flows.
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46
Second, Beck Road cannot accommodate industrial traffic flows to I-94. The Township is
reluctant to utilize Belleville Road for industrial traffic flows due to Belleville Road being the
main retail thoroughfare for the Township. The 1,000+ undeveloped acres in Van Buren Township
can be developed more easily by upgrading and connecting Beck Road to the I-94 Rawsonville
interchange.
Third, the Township acquired 190 acres from Ford Land in 2019 that is located on Tyler
and Ecorse roads. There is a need for water main installation, sewer main installation, road
construction, sidewalk construction and regional stormwater management to ensure the site is
developed.
City of Romulus
The City of Romulus is home to Detroit Metropolitan Airport (DTW). DTW operates more
than 1,100 flights per day to and from four continents. It is a vital cargo and general aviation
facility that supports manufacturing, transportation, distribution, and logistics industry in
Southeast Michigan. DTW also covers a significant portion of the City of Romulus, which has
hindered its ability to collect property tax revenue for many decades.
Over the last decade, working directly with the MEDC, the Detroit Region Aerotropolis
Development Corporation staff have submitted various combinations of the 700+ acres to well
over three hundred business attraction and retention projects. None of these projects have come to
fruition due to the inability to generate the required funding to upgrade Ecorse Road and Inkster
Road to Class A roads.
The 700+ acres of undeveloped land in the City of Romulus is located north and east of
DTW. Ecorse Road and Inkster Road, which parallel the north and east boundaries of DTW need
to be upgraded to Class A roads to accommodate industrial traffic flow directly to and from I-94
and I-275. Ecorse Road traverses many major industrial thoroughfares such as I-94, I-275 and US-
24. It is home to a variety of multimodal and intermodal rail facilities throughout Wayne County.
Inkster Road is the boundary between the City of Romulus and the City of Taylor in Wayne
County, Michigan and it traverses the entire county. Ecorse and Inkster Road, if upgraded, could
provide a critical link for many manufacturing, commercial, warehousing, and logistics and supply
chain distribution facilities that support DTW operations and regional commerce coming from the
new Gordie Howe International Bridge.
Moreover, DTW recently welcomed a $423 Million capital investment from FedEx to build
a new high-value cargo operation center that will create 380 new jobs. Our goal is to build on this
recent economic development project with additional development opportunities on the 700+ acres
of undeveloped land in the City of Romulus.
City of Taylor
Inkster Road is the boundary between the City of Romulus and the City of Taylor in Wayne
County, and it traverses the entire county. It crosses the major east-west routes of I-94, US-14, and
I-96. Inkster Road, if upgraded, could provide a critical link for many manufacturing, commercial,
2
47
warehousing, and logistics and supply chain distribution facilities that support DTW operations
and regional commerce coming from the new Gordie Howe International Bridge.
Over the last decade, working directly with the MEDC, Aerotropolis staff have submitted
various combinations of the 100+ acres to well over one hundred business attraction and retention
projects. None of these projects have come to fruition due to Inkster Road not being able to
accommodate industrial traffic.
The projects indicated in Chart 2 will catalyze the property value increases reflected in
Chart 1, and the goal of the proposed LDFA is to accommodate this new economic development
without exacerbating flows at wastewater treatment facilities, or congestion and traffic blockages
by improving the surrounding infrastructure indicated in Chart 2.
Investment in public facilities and improvements is a proven mechanism for generating
private capital investment in the form of attraction, expansion, and retention of business
investment. This Plan will encourage commercial and industrial development by simultaneously
investing in surrounding infrastructure to accommodate this growth. Private investment, in turn,
creates an increase in the tax base and assessed value that will be subject to capture by the LDFA
and with which it will be able to pay for public facilities and improvements.
B. Estimate of the captured assessed value for each year of the plan.
Beginning with the July 2026 levy, the LDFA will capture all new and incremental growth
as measured from the initial assessed (taxable) value, which shall be the 2025 taxable value. The
estimated taxable values for each year of the TIF plan are shown in Charts 1A-U.
C. Estimated tax increment revenues for each year of the plan.
Charts 1A-U also presents current estimates of the tax increment revenues to be
generated from the estimated taxable value for each year shown in the chart.
D. Detailed explanation of tax increment procedure.
Tax increment financing (“TIF”) allows a local government, through an authority such as
a LDFA, to finance public improvements in a designated development area by capturing the
property taxes (real and personal) levied on any increase in property values within that area. Under
a TIF plan, a base year is established for the development area, resulting in an “initial assessed
value” for the development area.
In subsequent years, any increase in assessments above the base year level is referred to as
the “captured assessed value.” Local property tax millages levied by taxing units within the
development area on captured taxable value of all real and personal property within the area (less
any debt service or other millages specified as exempt in the enabling statutes) is diverted, or
“captured” to finance public improvements within the development area and to carry out the
adopted development plan for the development area.
3
48
For the purposes of this Plan, the initial assessed value of all property in the Development
Area shall be the 2025 taxable value. Increases in assessed values of properties within a
development area that result in the generation of tax increment revenue, may be attributable to any
of the following sources:
• New construction occurring after the date established as the tax base year;
• Improvements to existing properties occurring after the date established as the tax
base year; and
• Increases in property values that occur for any other reason.
The procedure of authorizing or amending a TIF plan and a development plan includes a
public hearing, disclosure to taxing jurisdictions impacted by the plans, and an approval process
as outlined in sections 416 and 417 of Act 57, Michigan Public Acts of 2018, as amended (“Act
57”), including the following:
1. The LDFA must prepare a development plan and tax increment financing plan for a specific
development area within the area. The development plan describes the location, character,
and extent of the proposed development, and the tax increment financing plan outlines in
detail how tax increments are to be spent, and over what period of time they are to be spent.
2. The municipality that has established the LDFA (in this case, the Aerotropolis) must hold
a public hearing on the TIF plan with notice and disclosure to taxing jurisdictions to be
impacted by the plan and must provide a reasonable opportunity to the taxing jurisdictions
levying taxes subject to capture to express their views and recommendations regarding the
TIF plan. Notice of the time and place of the public hearing must be published twice in a
newspaper of general circulation in the city, with the first publication not less than 20 days
before the date set for the hearing. The notice must contain all the information required in
section 416(2) of Act 57. The LDFA must fully inform the taxing jurisdictions about the
fiscal and economic implications of the proposed TIF plan. The taxing jurisdictions may
present their recommendations at the public hearing on the TIF plan. At the public hearing,
the Aerotropolis Board must provide an opportunity for interested persons to be heard and
must receive and consider communications in writing with reference to the TIF plan and
development plan. The Aerotropolis Board must make and preserve a record of the public
hearing, including data presented at that time.
3. After the public hearing, the Aerotropolis Board is to determine whether the TIF plan and
development plan each constitutes a public purpose, and then, by resolution, must approve,
reject, or modify each plan. Unless contested in a court of competent jurisdiction within 60
days of adoption of the Aerotropolis Board’s resolution, the procedure, notice, and findings
shall be conclusive.
4. Upon adoption of a development plan and a TIF plan by the Aerotropolis Board the
assessed valuation of real and personal property at the last equalized tax roll is calculated.
This is known as the “initial assessed value” of the development area. Each of the taxing
jurisdictions will continue to receive its proportionate share of taxes collected on the initial
assessed value of property in the development area as long as the TIF plan is in effect.
4
49
5. Development as outlined in the development plan may be financed by the LDFA through
a variety of funding mechanisms. For example, tax increment bonds may be sold to raise
capital, tax increment revenue may fund lease payments or other obligations, or annual tax
increment revenues may be spent directly on public improvements in the development area
as they are received. In this Plan, the LDFA’s tax increment revenue will be transferred to
the Township and City to support the Township’s and City’s financial contribution on
public improvements in the development area described in the Plan.
6. New taxes, or tax increments, will be derived from assessed value increases due to new
development. The difference between the initial assessed value of real and personal
property in the development area and each year’s current assessed value is the “captured
assessed value.” Tax increment revenues based on the captured assessed value may be used
for development plans and related activities.
7. The applicable local and county treasurers are required by law to transmit the taxes
collected from all taxing units on captured assessed value of all real and personal property
located in the development area (with exceptions as previously defined) to the LDFA. The
taxes transmitted to the LDFA, known as “tax increment revenue,” must be deposited by
the LDFA in the project fund established under the TIF plan.
Act 57 authorizes a LDFA to use tax increment revenues to pay the cost of public facilities
and improvements on a cash pay-as-you-go basis or to make payments on bonds issued by the
Township, City, or LDFA to finance the facilities or improvements. The LDFA shall expend tax
increment revenue only in accordance with the TIF plan. Surplus revenue shall be used to further
the implementation of the development plan pursuant to a resolution of the LDFA—although no
surplus revenue is expected given the nature of the LDFA’s expenditures under the Plan. All
revenues not spent on specific projects will be allocated for other activities allowable under the
Act.
Within the district in which the LDFA may exercise its powers, the LDFA may establish a
development area within which to capture a portion of the operating levies of all eligible local
taxing units as provided by statute. Because the Aerotropolis is a Next Michigan development
corporation, and the Development Area is a Next Michigan development area, this capture may,
upon approval of the State Treasurer, include 50% the state education tax and local school
operating taxes for up to 15 years pursuant to Section 402(jj)(ii)(C) of Act 57. In connection with
the Development Area and the Plan, the capture of tax increment revenues will be limited to 50%
of the local operating millage from each municipality, state education tax and taxes levied for
school operating purposes by Van Buren Public Schools, Romulus Community Schools, and the
Taylor School District (collectively “school taxes”). The LDFA is expected to capture available
tax increment revenues from school taxes for the life of the Plan; however, to the extent that any
school taxes are being captured by another tax increment finance entity within the Development
Area pursuant to a tax increment finance and development plan or Brownfield plan in effect prior
to this Plan, such school taxes will not be available for capture by the LDFA until they are no
longer being captured pursuant to such existing tax increment finance and development plan or
Brownfield plan.
5
50
The Plan may be amended upon approval of the Aerotropolis Board following the same
notice and public hearing process as required for approval or rejection of an original plan except
if amendment is for revisions in estimates for captured assessed value and tax increment revenue.
When the Aerotropolis Board determines that the purpose for which the Plan was established has
been achieved, it may abolish the plan.
E. Maximum amount of note or bonded indebtedness to be incurred, if any.
The LDFA will incur no bonded indebtedness of its own in connection with the Plan. The
Township and Cities have paid or will pay for public facilities and improvements as described in
this Plan in an amount not to exceed $75,000,000 to pay the cost of the improvements described
in the Plan. The tax increment revenues of LDFA will be used to pay a portion of the cost of the
improvements described in the Plan.
F. Amount of operating and planning expenditures; amount of advances extended by
the Aerotropolis and others to be paid by TIF revenue.
The operating expenditures of the LDFA in connection with the Plan are expected not to
exceed $30,000. Those expenditures will be advanced by the Aerotropolis, but ultimately
reimbursed from proceeds of TIF revenue by the Township and Cities as discussed in the Plan.
G. Costs of the plan are anticipated to be paid from TIF revenue as received.
Charts 1A-U provide projections for tax increment revenue for the duration of the Plan. As
the chart indicates, all tax increment revenue will be expended by the Township and Cities for
eligible costs for 15 years. Charts 3A-C provide further details about public facilities and public
improvement projects anticipated in the TIF and Development Plans.
H. Duration of the development plan and the TIF plan.
The anticipated duration of the Plan is 15 years. The Plan shall start on March 5, 2026;
however, the first capture of tax increment revenues will take place in connection with the
Township’s and City’s July 1, 2026 tax levy. The duration of such capture will be 15 years.
I. Estimate of the impact of TIF on the revenues of all taxing jurisdictions in which
eligible property is or is anticipated to be located.
The anticipated impact on taxing jurisdictions within the Development Area (other than
the State of Michigan), is a 50% capture of the local operating millage in each municipality along
with the state education tax and local operating levy of the Van Buren Public Schools, Romulus
Community Schools, and the Taylor School District. Pursuant to state law, the State of Michigan
effectively absorbs the cost of the capture of both levies through the foundation allowance which
provides funding for school districts statewide.
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J. Legal description of the eligible property to which the TIF plan applies.
The TIF plan applies to the Development Area boundaries, which are identified at
Appendix B.
K. Estimated number of jobs to be created as a result of TIF plan implementation.
The project to be developed in the Development Area is estimated to create at least 5,500
new jobs.
II. Development Plan
The LDFA Board has determined that the preceding TIF plan is necessary for the achievement
of the purposes of the LDFA Act. Therefore, the following development plan is determined to be
necessary to accomplish the development program. The following sections describe aspects of the
Development Plan as required by MCL 125.2165. The project contemplated by the development
plan will be executed solely by the Township, City, and the LDFA’s role is limited to the provision
of tax increment revenues in support of the project.
A. Description of property (including legal description) to which plan applies;
boundaries of Development Area.
As described in section J of the accompanying TIF Plan, the Development Area has the
boundaries and legal descriptions as set forth on Appendix B.
B. Boundaries of property in relation to highways and streets.
The map at Appendix A depicts the boundaries of Development Area, within which the
development plan applies.
C. Location and extent of existing streets and other public facilities in the vicinity of the
property to which the plan applies; the location, character, and extent of the
categories of public and private land uses then existing and proposed for the property
to which the plan applies, including residential, commercial, industrial, educational,
and other uses.
In addition to the map at Appendix A and legal descriptions at Appendix B, the project
description contained in Chart 2 describes existing streets and infrastructure.
D. Description of public facilities to be acquired for the property; description of any
repairs and alterations necessary to make those improvements; estimate of the time
required for completion of the improvements.
Chart 2 describes the property and improvements associated with the project. Construction
of improvements is anticipated to take approximately 15 years to complete.
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E. Location, extent, character, and estimated cost of the public facilities for the property
to which the plan applies; estimate of the time required for completion.
Chart 2 provides public facility and public improvement project information in a summary
format. Construction of improvements is anticipated to take approximately 15 years to complete.
F. Statement of the construction or stages of construction planned, and the estimated
time of completion of each stage.
This information is also provided in Chart 2. Construction of improvements is anticipated
to take approximately 15 years to complete.
G. Description of any portions of the property which the LDFA desires to sell, donate,
exchange, or lease to or from the municipality and the proposed terms.
None.
H. Description of desired zoning changes and changes in streets, street levels,
intersections, and utilities.
No zoning changes are proposed.
I. Estimate of the cost of the public facility or facilities, a statement of the proposed
method of financing the public facility or facilities, and the ability of the authority to
arrange the financing.
Chart 2 summarizes the estimated costs and method of financing for each anticipated public
facility and public improvement project. These projects have been or will be funded by the
Township and/or Cities with the LDFA’s contribution limited to tax increment revenues generated
within the Development Area over time. Chart 1 provides cash flow projections for the operation
of the Development Area for its planned duration. The cash flow projections are of limited
importance to the LDFA, as its contribution to the project is only a part of the overall financing
package, which includes other funding sources including Wayne County contributions and
financial support from real estate development firms. The Aerotropolis LDFA tax increment
revenues will be contributing to project costs on a pay-go basis, not funding debt service on bonds.
Neither the Aerotropolis nor the LDFA will be responsible for the overall cash flow associated
with the project and the Development Area.
J. Designation of the person or persons, natural or corporate, to whom all or a portion
of the public facility or facilities are to be leased, sold, or conveyed and for whose
benefit the project is being undertaken, if that information is available to the LDFA.
There are no plans to lease, sell or convey public facilities, as defined by Section 402(ff)
of Act 57, within the Development Area. It is anticipated that the developed areas within the
Development Area will be privately owned. The Charter County of Wayne (the “County”) will
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own the financed road infrastructure. Van Buren Township will own the financed
wastewater/sanitary infrastructure.
Residents of the Township, City of Romulus, and City of Taylor, and the County are among
the beneficiaries of the Development Plan through the creation of new jobs and investment,
economic growth, and long-term tax base enhancement. Companies with facilities located in
Development Area will benefit from public improvements and the maintenance and operation of
public facilities supported by the Development Plan.
K. Procedures for transfer of public facilities not covered by agreements with persons
identified in Section J.
Not applicable as there are no plans to transfer public facilities.
L. Description of residents on the property; displacement of families and individuals
through property acquisition and clearance; description of local housing supply and
market conditions if displacement of residents is planned.
Not applicable as there are no residents on the property within the development area.
M. Plan for establishing priority for relocation of persons displaced by the development.
Not applicable as there are no residents on the property.
N. Plan for covering the costs of relocating persons displaced by the development per
federal laws.
Not applicable as there are no residents on the property.
O. Plan for compliance with Michigan laws relevant to relocation of residents.
Not applicable as there are no residents on the property.
P. Other material that the LDFA or the Aerotropolis considers pertinent.
In order to accomplish the objectives described in the Plan, the LDFA will enter into an
agreement with the Township and Cities setting forth the structure and conditions under which tax
increment revenues will be transferred to the City or Township in support of its bonds to be issued
to finance project costs. All tax increment revenues derived from capture within Van Buren Charter
Township will be designated solely to Van Buren Charter Township public infrastructure
improvements. All tax increment revenues derived from capture within the City of Romulus will
be designated solely to City of Romulus public infrastructure improvements. All tax increment
revenues derived from capture within the City of Taylor will be designated solely to City of Taylor
public infrastructure improvements.
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Van Buren Township
Chart 1A: TIF Revenue to Be Captured – 73 Acre RACER Trust Property at Denton and Ecorse Roads
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Chart 1B: TIF Revenue to Be Captured – 390 Acre Property on Beck and Ecorse Roads
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Chart 1C: TIF Revenue to Be Captured – 440 Acre Parcel on Belleville and Ecorse Roads
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Chart 1D: TIF Revenue to Be Captured – 42 Acre Property on Beck and Van Born Roads
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Chart 1E: TIF Revenue to Be Captured – 38 Acre Property on Sheldon and Van Born Roads
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Chart 1F: TIF Revenue to Be Captured – 56 Acre Property on Morton Taylor and Van Born Roads
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Chart 1G: TIF Revenue to Be Captured – Ashely Capital Crossroads North Development at Ecorse Road
***The total estimated capture for Van Buren Township projects is $13,674,329.57.
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City of Romulus
Chart 1H: TIF Revenue to Be Captured – 202 Acre Site at Vining and Wick Roads
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Chart 1I: TIF Revenue to Be Captured – 100 Acre Site at Ecorse and Henry Ruff Roads
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Chart 1J: TIF Revenue to Be Captured – 535 Acre Site at Ecorse and Vining Roads
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Chart 1K: TIF Revenue to Be Captured – 53 Acre Site at Vining and Wick Roads
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Chart 1L: TIF Revenue to Be Captured – 50 Acre Site at Wick and Vining Roads
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Chart 1M: TIF Revenue to Be Captured – 20 Acre Site at Goddard and Middlebelt Roads
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Chart 1N: TIF Revenue to Be Captured – 20 Acre Site at Wick and Inkster Roads
***The total estimated capture for the City of Romulus projects is $7,376,662.04.
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City of Taylor
Chart 1O: TIF Revenue to Be Captured – 38 Acre Site at Inkster and Goddard Roads
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Chart 1P: TIF Revenue to Be Captured – 23 Acre Site at 7965 Holland Road
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Chart 1Q: TIF Revenue to Be Captured – 10 Acre Site at Wick and Inkster Roads
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Chart 1R: TIF Revenue to Be Captured – 56 Acre Site at Brest and Inkster Roads
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Chart 1S: TIF Revenue to Be Captured – 32 Acre Site at Northline and Inkster Roads
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Chart 1T: TIF Revenue to Be Captured – 38 Acre Site at Northline and Inkster Roads
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Chart 1U: TIF Revenue to Be Captured – 30 Acre Site at Eureka and Inkster Roads
***The total estimated capture for the City of Taylor projects is $4,389,266.44.
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Chart 2: Development Plan Project Detail
NARRATIVE AND COST OF IMPROVEMENTS
Van Buren Township
Wastewater Diversion $10,000,000
Van Buren Township would divert wastewater flows from Rough Valley Sewage Disposal System to the
South Huron Valley Utility Authority (SHUVA) or the Ypsilanti Community Utility Authorities
(YCUA). The Wayne County Environmental Services Team has reviewed and determined, on multiple
occasions, that the Rough Valley Sewage Disposal System is unable to convey anything more than 5cfs
Van Buren Township is currently allowed. This represents the total estimated cost to complete this
wastewater diversion project.
Project Management $500,000
Preliminary Engineering $500,000
Final Design $1,00,000
Construction and Construction Management $8,000,000
All of the LDFA’s $6,640,322.68 investment in the wastewater diversion project is allocable to the
projects in Charts 1A, 1B and 1E.
Beck Road Reconstruction $5,000,000
Beck Road cannot accommodate industrial traffic flows to I-94. The Township is reluctant to utilize
Belleville Road for industrial traffic flows due to Belleville Road being the main retail thoroughfare for
the Township. The 1,000+ undeveloped acres in Van Buren Township can be developed more easily by
upgrading and connecting Beck Road to the I-94 Rawsonville interchange. This represents the total
estimated cost to complete this road project.
Engineering and Final Design $300,000
Multi-use Path $200,000
Road Replacement $4,000,000
Culvert Replacement $500,000
All of the LDFA’s $3,102,780.46 investment in the Beck Road construction is allocable to the project
listed in Chart 1C.
Morton Taylor Road – Class A Upgrade $7,000,000
Morton Taylor Road cannot accommodate industrial traffic flows from Willow Run Airport properties
to I-94. The Township is reluctant to utilize Belleville Road for industrial traffic flows due to Belleville
Road being the main retail thoroughfare for the Township. The 1,000+ undeveloped acres near Willow
Run Airport in Van Buren Township can be developed more easily by upgrading and connecting Morton
Taylor to the I-94 Rawsonville interchange. This represents the total estimated cost to complete this road
project.
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Engineering and Final Design $500,000
Multi-use Path $500,000
Road Replacement $5,500,000
Culvert Replacement $500,000
All of the LDFA’s $1,203,086.63 investment in the Morton Taylor Road construction is allocable to the
project listed in Chart 1F.
Ford Land Water and Sanitary $5,000,000
Van Buren Twp. acquired 190 acres from Ford Land in 2019 that is located on Tyler and Ecorse roads.
There is a need for water main installation, sewer main installation, road construction, sidewalk
construction and regional stormwater management to ensure the site is developed.
Project Management $300,000
Preliminary Engineering $200,000
Final Design $500,000
Construction and Construction Management $4,000,000
All of the LDFA’s $1,522,657.08 investment in the Ford Land water and sanitary project is allocable to
the projects in Chart 1D.
Ecorse and Belleville Road Traffic Routing $8,000,000
Van Buren Twp. residential and commercial traffic flows through Belleville Road given it is the main
retail thoroughfare for the Township. The 1,000+ undeveloped acres along Ecorse Road in Van Buren
Township can be developed more easily by routing traffic industrial traffic to Beck and Morton Taylor
Raods while maintaining retail and commercial traffic corridors along Belleville Road. This can be
achieved with new roundabouts and slip lanes.
Project Management $400,000
Preliminary Engineering $400,000
Final Design $600,000
Construction and Construction Management $6,600,000
All of the LDFA’s $1,205,480.72 investment in Ecorse and Belleville Road traffic routing project is
allocable to the projects in Chart 1G.
City of Romulus
Ecorse Road Industrial Gateway Improvements $28,300,000
Ecorse Road parallels the north boundary of DTW. It needs to be upgraded to Class A roads to
accommodate industrial traffic flow directly to and from I-94 and I-275. Ecorse Road traverses many
major industrial thoroughfares such as I-94, I-275 and US-24. It is home to a variety of multimodal and
intermodal rail facilities throughout Wayne County. Ecorse Road will provide a critical link for many
manufacturing, commercial, warehousing, and logistics and supply chain distribution facilities that
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support DTW operations and regional commerce coming from the new Gordie Howe International
Bridge. This cost represents the total cost to complete the Ecorse Road project.
Design and Engineering $5,600,000
Road Resurfacing and Replacement $21,000,000
Culvert Replacement $400,000
Traffic Signals $1,300,000
All of the LDFA’s $6,371,840.18 investment in the Ecorse Road Light Industrial Gateway Improvement
is allocable to the projects in Charts 1H – 1L.
Inkster Road Improvement $15,000,000
Inkster Road is the boundary between the City of Romulus and the City of Taylor in Wayne County,
Michigan and it traverses the entire county. It crosses the major east-west routes of I-94, US-14, and I-
96. Inkster Road, if upgraded, could provide a critical link for many manufacturing, commercial,
warehousing, and logistics and supply chain distribution facilities that support DTW operations and
regional commerce coming from the new Gordie Howe International Bridge. This cost represents the
total cost to complete the Inkster Road project.
Design and Engineering $2,500,000
Road Resurfacing and Replacement $12,000,000
Traffic Signals $500,000
All of the LDFA’s $1,004,821.85 investment in the road project is allocable to the projects in Charts 1M
-1N.
City of Taylor
Inkster Road Improvement $15,000,000
Inkster Road is the boundary between the City of Romulus and the City of Taylor in Wayne County,
Michigan and it traverses the entire county. It crosses the major east-west routes of I-94, US-14, and I-
96. Inkster Road, if upgraded, could provide a critical link for many manufacturing, commercial,
warehousing, and logistics and supply chain distribution facilities that support DTW operations and
regional commerce coming from the new Gordie Howe International Bridge. This cost represents the
total cost to complete the Inkster Road project.
Design and Engineering $2,500,000
Road Resurfacing and Replacement $12,000,000
Traffic Signals $500,000
All of the LDFA’s $4,389,266.44 investment in the road project is allocable to the projects in Charts 1O
-1U.
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Charts 3A-C outline the cost breakdown per development plan project and how projected TIF revenues are allocated to each project.
Chart 3A: Van Buren Township Allocation of TIF Revenues by Development Plan Project1
Sanitary Beck Road - Class Morton Taylor Water and Ecorse and
Connection to A Upgrade Road - Class A Sanitary Ford Belleville Road
SHUVA or YUCA Upgrade Land Road Traffic Routing
Property
Estimated Total Project $10,000,000 $5,000,000 $7,000,000 $5,000,000 $8,000,000
Cost
Site 1 Estimated TIF $ 2,474,583.39
Revenue
Revenue Allocated to $ 2,474,583.39
Project
% Allocation to Total 25%
Project Cost
Site 2 Estimated TIF $ 3,233,664.84
Revenue
Revenue Allocated to $ 3,233,664.84
Project
% Allocation to Total 32%
Project Cost
Site 3 Estimated TIF $ 3,102,780.46
Revenue
Revenue Allocated to $ 3,102,780.46
Project
% Allocation to Total 62%
Project Cost
1
See page 4 of Plan for discussion of use of surplus tax increment revenue.
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Site 4 Estimated TIF $ 1,522,657.08
Revenue
Revenue Allocated to $ 1,522,657.08
Project
% Allocation to Total 30%
Project Cost
Site 5 Estimated TIF $ 932,074.45
Revenue
Revenue Allocated to $ 932,074.45
Project
% Allocation to Total 9%
Project Cost
Site 6 Estimated TIF $ 1,203,088.63
Revenue
Revenue Allocated to $ 1,203,088.63
Project
% Allocation to Total 17%
Project Cost
Site 7 Estimated TIF $ 1,205,480.72
Revenue
Revenue Allocated to $ 1,205,480.72
Project
% Allocation to Total 15%
Project Cost
Estimated TIF Capture $ 6,640,322.68 $ 3,102,780.46 $ 1,203,088.63 $ 1,522,657.08 $ 1,205,480.72
Allocation
Percent of Project 66% 62% 17% 30% 15%
Covered by TIF
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Chart 3B: City of Romulus Allocation of TIF Revenues by Development Plan Project 2
Ecorse Road Inkster Road
Improvement Improvement
$28,300,000 $15,000,000
Site 1 Estimated TIF Revenue $ 2,316,811.20
Revenue Allocated to Project $ 2,316,811.20
% Allocation to Total Project Cost 8%
Site 2 Estimated TIF Revenue $ 923,205.74
Revenue Allocated to Project $ 923,205.74
% Allocation to Total Project Cost 3%
Site 3 Estimated TIF Revenue $ 1,727,336.06
Revenue Allocated to Project $ 1,727,336.06
% Allocation to Total Project Cost 6%
Site 4 Estimated TIF Revenue $ 661,529.66
Revenue Allocated to Project $ 661,529.66
% Allocation to Total Project Cost 2%
Site 5 Estimated TIF Revenue $ 742,957.52
Revenue Allocated to Project $ 742,957.52
% Allocation to Total Project Cost 3%
Site 6 Estimated TIF Revenue $ 699,111.75
Revenue Allocated to Project $ 699,111.75
% Allocation to Total Project Cost 5%
Site 7 Estimated TIF Revenue $ 305,710.11
Revenue Allocated to Project $ 305,710.11
% Allocation to Total Project Cost 2%
Estimated TIF Capture Allocation $ 6,371,840.18 $ 1,004,821.85
Percent of Project Covered by TIF 23% 7%
2
See page 4 of Plan for discussion of use of surplus tax increment revenue.
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Chart 3C: City of Taylor Allocation of TIF Revenues by Development Plan Project 3
Inkster Road
Improvement
$15,000,000
Site 1 Estimated TIF Revenue $ 780,711.94
Revenue Allocated to Project $ 780,711.94
% Allocation to Total Project Cost 5%
Site 2 Estimated TIF Revenue $ 421,165.53
Revenue Allocated to Project $ 421,165.53
% Allocation to Total Project Cost 3%
Site 3 Estimated TIF Revenue $ 145,245.01
Revenue Allocated to Project $ 145,245.01
% Allocation to Total Project Cost 1%
Site 4 Estimated TIF Revenue $ 1,133,838.37
Revenue Allocated to Project $ 1,133,838.37
% Allocation to Total Project Cost 8%
Site 5 Estimated TIF Revenue $ 376,907.50
Revenue Allocated to Project $ 376,907.50
% Allocation to Total Project Cost 3%
Site 6 Estimated TIF Revenue $ 1,087,104.24
Revenue Allocated to Project $ 1,087,104.24
% Allocation to Total Project Cost 7%
Site 7 Estimated TIF Revenue $ 444,293.85
Revenue Allocated to Project $ 444,293.85
% Allocation to Total Project Cost 3%
Estimated TIF Capture Allocation $ 4,389,266.44
Percent of Project Covered by TIF 29%
3
See page 4 of Plan for discussion of use of surplus tax increment revenue.
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Appendix A1: Map of Aerotropolis Development Area – Van Buren Township
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Appendix A2: Map of Aerotropolis Development Area – City of Romulus
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Appendix A3: Map of Aerotropolis Development Area – City of Taylor
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Appendix B: Legal Description
AEROTROPOLIS LDFA VAN BUREN TOWNSHIP LEGAL DESCRIPTION:
Parcels of Land situated in Sections 1 through 18, Town 3 South, Range 8 East, Van Buren Township, Wayne County, Michigan
described as beginning at the Southeast corner of said Section 13 and the centerline of Hannan Road (variable width);
Thence North along the centerline of said Hannan Road the following 6 courses:
1) North 02°04'46" West, 2,656.74 feet along the East line of said Section 13 to the East 1/4 corner of said Section 13;
2) North 02°06'43" West, 2652.67 feet along the East line of Said Section 13 to the Northeast corner of said section 13,
(Southeast corner of said Section 12);
3) North 01°57'47" West, 2,677.06 feet along the East line of said Section 12 to the East 1/4 corner of said Section 12;
4) North 02°10'49" West, 2,673.59 feet along the East line of said Section 12 to the Northeast corner of said Section 12,
(Southeast corner of said Section 1);
5) North 02°13'44" West, 2,669.20 feet along the East line of said Section 1 to the East 1/4 corner of said Section 1;
6) North 04°51'48" West, 3226.09 feet along the East line of Said Section 1 to the Northeast corner of said section 1 and
the centerline of Van Born Road (120’ wide);
Thence West along the North line of Van Buren Township the following 12 courses:
1) South 87°15'01" West, 2,673.75 feet along the North line of Said Section 1 to the North 1/4 corner of said section 1;
2) South 87°17'26" West, 2,675.22 feet along the North line of Said Section 1 to the Northwest corner of said section 1,
(Northeast corner of said Section 2);
3) South 87°39'08" West, 2,832.78 feet along the North line of Said Section 2 to the North 1/4 corner of said section 2;
4) South 87°15'32" West, 2,834.41 feet along the North line of Said Section 2 to the Northwest corner of said section 2,
(Northeast corner of said Section 3);
5) South 87°54'16" West, 2,666.13 feet along the North line of Said Section 3 to the North 1/4 corner of said section 3;
6) South 87°57'19" West, 2,636.78 feet along the North line of Said Section 3 to the Northwest corner of said section 3,
(Northeast corner of said Section 4);
7) South 87°22'45" West, 2,677.54 feet along the North line of Said Section 4 to the North 1/4 corner of said section 4;
8) South 87°20'59" West, 2,620.03 feet along the North line of Said Section 4 to the Northwest corner of said section 4,
(Northeast corner of said Section 5);
9) South 87°17'58" West, 2,385.38 feet along the North line of Said Section 5 to the North 1/4 corner of said section 5;
10) South 87°36'58" West, 2,473.35 feet along the North line of Said Section 5 to the Northwest corner of said section 5,
(Northeast corner of said Section 6);
11) South 87°33'25" West, 2,770.69 feet along the North line of Said Section 6 to the North 1/4 corner of said section 6;
12) South 87°41'55" West, 2,482.23 feet along the North line of Said Section 6 to the Northwest corner of said section 6
and the West line of Van Buren Township;
Thence South along said West line the following 6 courses:
1) South 01°31'46" West, 2,939.03 feet along the West line of said Section 6 to the West 1/4 corner of said Section 6;
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2) South 01°41'40" West, 2,633.48 feet along the West line of said Section 6 to the Southwest corner of said Section 6,
(Northwest corner of said Section 7);
3) South 00°32'13" East 2,681.35 feet along the West line of said Section 7 to the West 1/4 corner of said section 7;
4) South 01°57'24" East, 2,561.39 feet along the West line of said Section 7 to the Southwest corner of said section 7,
(Northwest corner of said Section 18);
5) South 02°18'35" East, 2,651.37 feet along the West line of said Section 18 to the West 1/4 corner of said Section 18;
6) South 01°57'13" East, 2,621.93 feet along the West line of said Section 18 to the Southwest corner of said section 18 ;
Thence East along the Southerly service drive of I-94 the following 12 courses:
1) North 88°57'12" East, 2,856.06 feet along the South line of Said Section 18 to the South 1/4 corner of said section 18;
2) North 88°40'13" East, 2,680.29 feet along the South line of Said Section 18 to the Southeast corner of said section 18,
(Southwest corner of said Section 17);
3) North 88°06'18" East, 2,662.52 feet along the South line of Said Section 17 to the South 1/4 corner of said section 17;
4) North 87°44'50" East, 2,614.52 feet along the South line of Said Section 17 to the Southeast corner of said section 17,
(Southwest corner of said Section 16);
5) North 88°11'39" East, 2,631.17 feet along the South line of Said Section 16 to the South 1/4 corner of said section 16;
6) North 88°00'16" East, 2,382.12 feet along the South line of Said Section 16 to the Southeast corner of said section 16,
(Southwest corner of said Section 15);
7) North 87°41'07" East, 2,649.72 feet along the South line of Said Section 15 to the South 1/4 corner of said section 15;
8) North 87°43'33" East, 2,636.16 feet along the South line of Said Section 15 to the Southeast corner of said section 15,
(Southwest corner of said Section 14);
9) North 88°11'13" East, 2,848.98 feet along the South line of Said Section 14 to the South 1/4 corner of said section 14;
10) North 88°18'56" East, 2,857.90 feet along the South line of Said Section 14 to the Southeast corner of said section 14,
(Southwest corner of said Section 13);
11) North 87°43'49" East, 2,826.90 feet along the South line of Said Section 13 to the South 1/4 corner of said section 13;
12) South 88°58'39" East, 2,681.24 feet along the South line of Said Section 13 to the Southeast corner of said section 13
and the Point of Beginning.
Containing 12,033.18 acres of land more or less.
AEROTROPOLIS LDFA CITY OF ROMULUS LEGAL DESCRIPTION:
Parcels of Land situated in Sections 1 through 13, 15 through 18, 24 and 25, Town 3 South, Range 9 East, City of Romulus,
Wayne County, Michigan described as beginning at the Southeast corner of said Section 25 also being the intersection of the
centerline of Eureka Road and Inkster Road, thence North along the centerline of said Inkster Road (variable width) the
following 10 courses:
1) North 02°18'30" West, 2,587.34 feet along the East line of said Section 25 to the East 1/4 corner of said Section 25;
2) North 02°03'49" West, 2654.52 feet along the East line of Said Section 25 to the Northeast corner of said section 25,
(Southeast corner of said Section 24);
3) North 02°11'58" West, 2,641.52 feet along the East line of said Section 24 to the East 1/4 corner of said Section 24;
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4) North 02°15'09" West, 2,644.23 feet along the East line of said Section 24 to the Northeast corner of said Section 24,
(Southeast corner of said Section 13);
5) North 02°10'17" West, 2,638.89 feet along the East line of said Section 13 to the East 1/4 corner of said Section 13;
6) North 02°10'23" West, 2,638.22 feet along the East line of Said Section 13 to the Northeast corner of said section 13,
(Southeast corner of said Section 12);
7) North 02°05'42" West 2,629.93 feet along the East line of said Section 12 to the East 1/4 corner of said Section 12;
8) North 02°18'31" West, 2,643.71 feet along the East line of Said Section 12 to the Northeast corner of said section 12,
(Southeast corner of said Section 1);
9) North 02°02'09" West, 2,646.20 feet along the East line of Said Section 1 to the East 1/4 corner of said section 1;
10) North 02°08'08" West, 2,646.57 feet along the East line of Said Section 1 to the Northeast corner of said section 1 and
the centerline of Van Born Road (120’ wide);
Thence West along the centerline of said Van Born Road the following 12 courses:
1) South 87°43'49" West, 2,699.82 feet along the North line of Said Section 1 to the North 1/4 corner of said section 1;
2) South 87°43'35" West, 2,698.59 feet along the North line of Said Section 1 to the Northwest corner of said section 1,
(Northeast corner of said Section 2);
3) South 87°45'06" West, 2,603.03 feet along the North line of Said Section 2 to the North 1/4 corner of said section 2;
4) South 87°50'51" West, 2,599.50 feet along the North line of Said Section 2 to the Northwest corner of said section 2,
(Northeast corner of said Section 3);
5) South 87°32'32" West, 2,602.78 feet along the North line of Said Section 3 to the North 1/4 corner of said section 3;
6) South 87°33'21" West, 2,629.44 feet along the North line of Said Section 3 to the Northwest corner of said section 3,
(Northeast corner of said Section 4);
7) South 87°43'27" West, 2,622.95 feet along the North line of Said Section 4 to the North 1/4 corner of said section 4;
8) South 87°49'47" West, 2,669.22 feet along the North line of Said Section 4 to the Northwest corner of said section 4,
(Northeast corner of said Section 5);
9) South 87°45'08" West, 2,646.46 feet along the North line of Said Section 5 to the North 1/4 corner of said section 5;
10) South 87°52'30" West, 2,554.84 feet along the North line of Said Section 5 to the Northwest corner of said section 5,
(Northeast corner of said Section 6);
11) South 87°50'15" West, 2,756.22 feet along the North line of Said Section 6 to the North 1/4 corner of said section 6;
12) South 87°48'39" West, 2,747.64 feet along the North line of Said Section 6 to the Northwest corner of said section 6
and the centerline of Hannan Road (variable width);
Thence South along the centerline of said Hannan Road the following 12 courses:
1) South 00°05'57" East, 189.87 feet along the West line of Said Section 6 to the Northeast corner of section 1, T3S, R8E;
2) South 04°51'48" East, 2,475.54 feet along the West line of Said Section 6 to the West 1/4 corner of said section 6;
3) South 04°51'48" East, 750.54 feet along the West line of Said Section 6 to the East 1/4 corner of section 1, T3S, R8E;
4) South 02°13'44" East, 1,878.93 feet along the West line of Said Section 6 to the Southwest corner of said section 6,
(Northwest corner of said Section 7);
5) South 02°13'44" East, 790.27 feet along the West line of Said Section 7 to the Southeast corner of section 1, T3S, R8E;
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6) South 02°10'49" East, 1,783.02 feet along the West line of Said Section 7 to the West 1/4 corner of said section 7;
7) South 02°10'49" East, 890.57 feet along the West line of Said Section 7 to the East 1/4 corner of section 12, T3S, R8E;
8) South 01°57'47" East, 1,685.94 feet along the West line of Said Section 7 to the Southwest corner of said section 7,
(Northwest corner of said Section 18);
9) South 01°57'47" East, 991.12 feet along the West line of Said Section 18 to the Southeast corner of section 12, T3S,
R8E;
10) South 02°06'43" East, 1,632.47 feet along the West line of Said Section 18 to the West 1/4 corner of said section 18;
11) South 02°06'43" East, 1,020.20 feet along the West line of Said Section 18 to the East 1/4 corner of section 13, T3S,
R8E;
12) South 02°04'46" East, 1,597.60 feet along the West line of Said Section 18 to the Southwest corner of said section 18;
Thence along the South line of Said Section 18, North 88°10'57" East, 2,606.75 feet to the South 1/4 corner of said section 18;
Thence North 82°16'03" East, 2,631.05 feet to a point on the East line of said section 18, being 267.40 feet from the Southeast
corner of said section 18.
Thence North 70°54'24" East, 22,053.89 feet to a point on the West line of said section 12, and the centerline of Middlebelt
Road (variable width) said point being 1141.85 feet from the West 1/4 corner of said section 12.
Thence South along the centerline of said Middlebelt Road the following 7 courses:
1) South 02°37'37" East, 1,490.14 feet along the West line of said Section 12 to the Southwest corner of said Section 12,
(Northwest corner of said Section 13);
2) South 02°10'01" East, 2,665.49 feet along the West line of said Section 13 to the West 1/4 corner of said Section 13;
3) South 02°06'37" East 2,610.65 feet along the West line of said Section 13 to the Southwest corner of said section 13,
(Northwest corner of said Section 24);
4) South 02°46'09" East, 2,635.14 feet along the West line of said Section 24 to the West 1/4 corner of said Section 24;
5) South 02°48'01" East, 2,637.01 feet along the West line of said Section 24 to the Southwest corner of said section 24,
(Northwest corner of said Section 25);
6) South 02°49'17" East, 2,636.03 feet along the West line of said Section 25 to the West 1/4 corner of said Section 25;
7) South 02°47'19" East, 2,630.60 feet along the West line of said Section 25 to the Southwest corner of said section 25
and the centerline of Eureka Road (variable width);
Thence East along the centerline of said Eureka Road the following 2 courses:
1) North 87°49'38" East, 2,628.09 feet along the South line of Said Section 25 to the South 1/4 corner of said section 25;
2) North 87°47'25" East, 2,622.93 feet along the South line of Said Section 25 to the Southeast corner of said section 25
and the Point of Beginning.
Containing 11,043.19 acres of land more or less.
AEROTROPOLIS LDFA CITY OF TAYLOR LEGAL DESCRIPTION:
Parcels of Land situated in Sections 6, 7, 18, 19 and 30, Town 3 South, Range 10 East, City of Taylor, Wayne County, Michigan
described as beginning at the Southeast corner of said Section 30 also being the intersection of the centerline of Beech Daly
Road and Eureka Road, thence North along the centerline of said Beech Daly Road (120’ wide) the following 9 courses:
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1) North 02°27'26" West, 2,636.85 feet along the East line of said Section 30 to the East 1/4 corner of said Section 30;
2) North 02°27'00" West, 2,635.70 feet along the East line of Said Section 30 to the Northeast corner of said section 30,
(Southeast corner of said Section 19);
3) North 02°12'21" West, 2,639.85 feet along the East line of said Section 19 to the East 1/4 corner of said Section 19;
4) North 02°15'37" West, 2,639.61 feet along the East line of said Section 19 to the Northeast corner of said Section 19,
(Southeast corner of said Section 18);
5) North 02°16'46" West, 2,635.63 feet along the East line of said Section 18 to the East 1/4 corner of said Section 18;
6) North 02°21'48" West, 2,629.04 feet along the East line of Said Section 18 to the Northeast corner of said section 18,
(Southeast corner of said Section 7);
7) North 01°59'53" West, 2636.67 feet along the East line of said Section 7 to the East 1/4 corner of said Section 7;
8) North 02°09'04" West, 2632.26 feet along the East line of Said Section 7 to the Northeast corner of said section 7,
(Southeast corner of said Section 6);
9) North 01°31'14" West, 2,682.90 feet along the East line of Said Section 6 to the East 1/4 corner of said section 6 and
the centerline of Beverly Road (variable width);
Thence West along the centerline of said Beverly Road the following 2 courses:
1) South 84°10'36" West, 2,636.44 feet along the East-West quarter line of Said Section 6 to the center corner of said
section 6;
2) South 84°26'09" West, 2,613.39 feet along the East-West quarter line of Said Section 6 to the West 1/4 corner of said
section 6 and the centerline of Inkster Road (variable width);
Thence South along the centerline of said Inkster Road the following 16 courses:
1) South 02°02'09" East, 2,646.20 feet along the West line of said Section 6 to the Southwest corner of said Section 6,
(Northwest corner of said Section 7);
2) South 02°18'31" East, 2,638.79 feet along the West line of said Section 7 to the West 1/4 corner of said Section 7
3) South 02°18'31" East, 4.92 feet along the West line of said Section 7 to the East 1/4 corner of section 12, T3S, R9E
4) South 02°05'42" East 2,627.10 feet along the West line of said Section 7 to the Southwest corner of said section 7,
(Northwest corner of said Section 18);
5) South 02°05'42" East 2.83 feet along the West line of said Section 18 to the Southeast corner of section 12, T3S, R9E
6) South 02°10'23" East, 2,618.50 feet along the West line of said Section 18 to the West 1/4 corner of said Section 18;
7) South 02°10'23" East, 19.72 feet along the West line of said Section 18 to the East 1/4 corner of section 13, T3S, R9E
8) South 02°10'17" East, 2,598.23 feet along the West line of said Section 18 to the Southwest corner of said section 18,
(Northwest corner of said Section 19);
9) South 02°10'17" East, 40.66 feet along the West line of said Section 19 to the Southeast corner of section 13, T3S, R9E
10) South 02°15'09" East, 2,584.63 feet along the West line of said Section 19 to the West 1/4 corner of said Section 19;
11) South 02°15'09" East, 59.60 feet along the West line of said Section 19 to the East 1/4 corner of section 24, T3S, R9E
12) South 02°11'58" East, 2,561.39 feet along the West line of said Section 19 to the Southwest corner of said section 19,
(Northwest corner of said Section 30);
13) South 02°11'58" East, 80.14 feet along the West line of said Section 30 to the Southeast corner of section 24, T3S, R9E
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14) South 02°03'49" East, 2565.23 feet along the West line of Said Section 30 to the West 1/4 corner of said section 30;
15) South 02°03'49" East, 89.30 feet along the West line of Said Section 30 to the East 1/4 corner of section 25, T3S, R9E
16) South 02°18'30" East, 2,550.68 feet along the West line of Said Section 30 to the Southwest corner of said section 30
and the centerline of Eureka Road (variable width)
Thence East along the centerline of said Eureka Road the following 2 courses:
1) North 83°12'53" East, 2,631.64 feet along the South line of Said Section 30 to the South 1/4 corner of said section 30;
2) North 87°09'38" East, 2,620.22 feet along the South line of Said Section 30 to the Southeast corner of said section 30
and the Point of Beginning.
Containing 2,837.18 acres of land more or less.
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Appendix C:
LDFA Board Adopting Resolution: TIF
and Development Plans for Aerotropolis Development Area
C-1
92
Appendix D:
Aerotropolis Board Resolution
Creating Aerotropolis LDFA and Designating its Boundaries
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93
Appendix E:
Van Buren Charter Township Board of Trustees Approving Resolution
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94
Appendix F:
City of Romulus City Council Approving Resolution
E-1
95
Appendix G:
City of Taylor City Council Approving Resolution
E-1
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99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
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120
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December 1, 2025
Mr. Chris Gibbs
City Engineer
25605 Northline Road
Taylor, Michigan 48180
Subject: City of Taylor 2026 Water Main Rehabilitation- Future Water Main Replacement
Program
Dear Mr. Gibbs:
Bidigare Contractors, Inc, has been the city’s water main replacement contractor since 2012 from
a combination of both low bid contract awards and contract extensions from previous low bid
awards. Most recently we have been awarded the Lang Park water main extension under our 2022
contract. Throughout the years Bidigare Contractors has maintained a very positive relationship
working with the city on water infrastructure programs which have accumulated to over miles
of new water distribution mains throughout the city. Additionally replacing numerous lead water
services and correcting existing water service line locations has been successful. With the 2026
program under design. Bidigare Contractors has reviewed its current contract and would like to
offer the city of Taylor its 2022 contract unit pricing for any future water main replacements that
may occur within the city . Bidigare contractors believes
that this could save the city significant time and money on the bidding process as well as
significant cost savings from new unit prices. We value our relationship with the city, and we
appreciate the work we have done. Thank you for giving us this opportunity to extend our contact
and to continue to provide the city with clean, safe and reliable water. Should you have any
questions please do not hesitate to contact us.
Sincerely,
Bidigare Contractors, Inc.
Jordon Bidigare
939 S. Mill St, Plymouth, MI 48170
(248) 735-1113 phone (248) 735-1114 fax
www.bidigarecontractors.com
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Tabulation of Bids
2022 Water Main Rehabilitation
City of Taylor
December 21, 2022
TAY 3164-021
BASE BID ITEMS
Item Bidigare Contractors, Inc. Lawrence M. Clarke, Inc. Pamar Enterprises, Inc.
Description 1.ilt QuanlitV
No. . Unit Price Amount Unit Price Amount Unit Price Amount
1 Concrete Pavement, Remove Syd 55 $ 20.00 $ 1,100.00 $ 30.00 $ 1,650.00 $ 18.00 $ 990.00
2 Bituminous Pavement, Remove Syd 100 $ 13.00 $ 1,300.00 $ 30.00 $ 3,000.00 $ 16.00 $ 1,600.00
3 Concrete Drive and Sidewalk, Remove SO 500 $ 12.00 $ 6,000.00 $ 15.00 $ 7,500.00 $ 1.00 $ 500.00
4 Concrete Curb and Gutter, Remove Lit 20 $ 18.00 $ 360.00 $ 20.00 $ 400.00 $ 17.00 $ 340.00
5 Gate Valve and Well, Remove Each 5 $ 750.00 $ 3,750.00 $ 3,500.00 $ 17,500.00 $ 900.00 $ 4,500.00
6 Tapping Sleeve, Valve and Well, Remove Each 1 $ 750.00 $ 750.00 $ 4,000.00 $ 4,000.00 $ 1,200.00 $ 1,200.00
7 Fire Hydrant, Remove Each 5 $ 500.00 $ 2,500.00 $ 1,250.00 $ 6,250.00 $ 900.00 $ 4,500.00
8 Adjust Structure Each 1 $ 600.00 5 600.00 $ 1,000.00 $ 1,000.00 $ 880.00 $ 880.00
9 Lft 4520 $ 170.00 $ 768,400.00 $ 250.00 $ 1,130,000.00 $ 305.25 $ 1,379,730.00
Water Main, 12 inch Fusible PVC, Pipe Burst Ex 8 Inch
10 Water Main, 8 Inch Fusible PVC, Pipe Burst Ex 8 inch Lft 165 $ 200.00 $ 33,000.00 $ 225.00 $ 37,125.00 $ 262.25 $ 43,271.25
11 Lft 15 $ 200.00 $ 3,000.00 $ 225.00 $ 3,375.00 $ 262.25 $ 3,933.75
Water Main. 8 inch Fusible PVC, Pipe Burst Ex 6 inch
12 Lft 580 $ 170.00 $ 98,600.00 $ 250.00 $ 145,000.00 $ 326.75 $ 189,515.00
Water Main, 12 inch, Fusible PVC. Directional Drill
13 Fire Hydrant Assembly Each 7 $ 9,500.00 $ 66,500.00 $ 8,080.00 $ 56,560.00 $ 11,850.00 $ 82,950.00
14 Gate Valve and Well, 12 Inch Each 9 $ 14,000.00 $ 126,000.00 5 12,500.00 $ 112,500.00 $ 11,250.00 $ 101,250.00
15 Gate Valve and Well, 8 inch Each 4 $ 10,000.00 $ 40,000.00 $ 11,500.00 $ 46,000.00 $ 10,100.00 $ 40,400.00
16 Watermaln, Abandon with Flowable Fill Cyd 13 $ 250.00 $ 3,250.00 $ 300.00 $ 3,900.00 $ 300.00 $ 3,900.00
17 Connection to Existing 8 Inch Water Main Each 5 $ 3,200.00 $ 16,000.00 $ 8,000.00 $ 40,000.00 $ 6,500.00 $ 32 500.00
18 Connection to Ex 6 inch WM w/ 8" x 6" Reducer Each 1 $ 2,750.00 $ 2,750.00 $ 8,000.00 $ 8,000.00 $ 5,500.00 $ 5,500.00
Connection to Ex 12 Inch WM w/12" Tee and Cutting
19 Each 1 $ 5,500.00 $ 5,500.00 $ 10,500.00 $ 10,500.00 $ 10,800.00 $ 10,800.00
In Sleeve
Connection to Ex 16 Inch WM w/12" x 16" Cross, (1)
20 Each 1 $ 12,000.00 $ 12,000.00 $ 15,000.00 $ 15,000.00 $ 13,200.00 $ 13,200.00
12' x 8' Reducer and Culling In Sleeve
21 Repair 12-Inch Water Main LS 1 $ 12,500.00 $ 12,500.00 $ 15,000.00 $ 15,000.00 S 9,850.00 $ 9,850.00
22 Reconnect Existing Water Service Each 28 $ 1,250.00 $ 35,000.00 $ 1,350.00 $ 37,800.00 $ 850.00 $ 23,800.00
23 Water Service, HOPE, 1-Inch, Short Each 52 $ 1,450.00 $ 75,400.00 $ 3,000.00 $ 156,000.00 $ 1,250.00 $ 65,000.00
24 Curb Stop and Box, 1Inch Each 43 $ 400.00 $ 17,200.00 $ 750.00 $ 32,250.00 $ 450.00 $ 19,350.00
25 Aggregate Base Course, 21M Ton 42 $ 35.00 $ 1,470.00 $ 90.00 $ 3,780.00 5 77.00 $ 3,234.00
26 HMA, 3C Ton 35 $ 250.00 $ 8,750.00 $ 375.00 $ 13,125.00 $ 225.00 $ 7,875.00
27 HMA, 13A Ton 14 $ 250.00 $ 3,500.00 $ 375.00 $ 5,250.00 $ 225.00 S 3,150.00
28 Concrete Pavement, 8 Inch Syd 55 $ 125.00 $ 6,875.00 $ 250.00 5 13,750.00 $ 220.30 $ 12,116.50
29 Sidewalk, Concrete, 4-Inch with 4-Inch Subbase Sft 160 $ 8.00 $ 1,280.00 $ 16.00 $ 2,560.00 $ 9.75 $ 1,560.00
Concrete Drives and Sidewalk, 6-inch with 6-inch
30 Sft 340 $ 11.00 $ 3,740.00 $ 17.00 $ 5,780.00 $ 14.25 $ 4,845.00
Subbase
Concrete Sidewalk Ramp, ADA, 6-inch with 6-inch
31 Sft 60 $ 20.00 $ 1,200.00 $ 50.00 $ 3,000.00 $ 14.25 $ 855.00
Subbase
32 Curb and Gutter, Cone, Del F5 Lft 20 $ 45.00 $ 900.00 $ 100.00 $ 2,000.00 $ 75.00 $ 1,500.00
33 Inlet Filter Each 27 $ 100.00 $ 2,700.00 $ 250.00 $ 6,750.00 $ 125.00 $ 3,375.00
34 Syd 1525 $ 20.00 $ 30,500.00 $ 18.00 $ 27,450.00 $ 21.50 $ 32,787.50
Restoration w/3" Topsoil, Seed, Fertilizer and Mulch
35 Traffic Maintenance and Control LS 1 $ 25,000.00 $ 25,000.00 $ 30,000.00 $ 30,000.00 $ 125,000.00 $ 125,000.00
36 Audio Video Route Suvey LS 1 $ 5,000.00 $ 5,000.00 $ 20,000.00 $ 20,000.00 $ 1,675.00 $ 1,675.00
37 SIDay $ 900.00 35 $ 31,500.00 40 $ 36,000.00 101 $ 90,900.00
Inspector Days (Contractor to Bid Number of Days)
Total Base Bid (Items 1 through 37) $ 1,453,875.00 $ 2,059,755.00 5 2,328,333.00
ADDITIVE ALTERNATE NO I
38 Concrete Pavement, Remove Syd 105 $ 20.00 $ 2,100.00 $ 30.00 $ 3,150.00 $ 18.00 $ 1.890.00
39 Bituminous Pavement. Remove Syd 150 $ 13.00 $ 1,950.00 $ 30.00 $ 4,500.00 $ 16.00 $ 2,400.00
40 Concrete Drive and Sidewalk, Remove Sft 610 $ 12.00 $ 7,320.00 $ 15.00 $ 9,150.00 $ 1.00 $ 610.00
41 Fire Hydrant, Remove Each 2 $ 500.00 $ 1,000.00 $ 1,250.00 $ 2,500.00 $ 900.00 $ 1,800.00
42 Water Main, 8 inch, Fusible PVC, Directional Drill Lft 2300 $ 165.00 $ 379,500.00 $ 225.00 $ 517,500.00 $ 282.50 $ 649,750.00
43 Water Main, 8 inch. HOPE. Directional Drill Lit 495 $ 165.00 $ 81,675.00 $ 225.00 $ 111,375.00 $ 261.00 5 129.195.00
44 Fire Hydrant Assembly Each 4 $ 9.500.00 $ 38,000.00 $ 8,080.00 $ 32,320.00 5 10,900.00 $ 43,600.00
45 Gate Valve and Well, 8 inch Each 9 $ 11,000.00 $ 99,000.00 $ 11,500.00 5 103,500.00 $ 10,100.00 S 90,900.00
46 Connection to Existing 8 inch Water Main Each 4 $ 2,750.00 $ 11,000.00 $ 9,000.00 $ 36,000.00 $ 6,500.00 $ 26,000.00
Connection to Ex 8 inch WM w/8" x 8" Tee and Cutting
47 Each 4 $ 4,000.00 $ 16,000.00 $ 10,000.00 $ 40,000.00 $ 7,700.00 $ 30.800.00
In Sleeve
Connection to Ex 8 inch WM w/8" 58' Tee and Cutting
48 Each 1 $ 4,000.00 $ 4,000.00 $ 10,000.00 $ 10,000.00 $ 7,700.00 $ 7,700.00
In Sleeve
Connection to Ex 6 Inch WM w/8" x 8' Tee, (2) 8" x 6'
49 Each 2 $ 5.000.00 $ 10,000.00 $ 8,000.00 $ 16,000.00 $ 7,700.00 $ 15,400.00
Reducers and Cutting In Sleeve
50 Water Service, HOPE, 1-Inch, Short Each 6 $ 1,450.00 $ 8,700.00 $ 3,000.00 $ 18,000.00 $ 1,100.00 $ 6,600.00
51 Water Service, HOPE. 1-Inch, Long Each 2 $ 2.250.00 $ 4,500.00 $ 7,500.00 $ 15,000.00 $ 3,380.00 $ 6.760.00
52 Curb Stop and Box, 1 Inch Each 8 $ 400.00 $ 3,200.00 $ 750.00 $ 6,000.00 $ 450.00 $ 3,600.00
53 Water Service, Non-Standard, Abandon Each 7 $ 500.00 $ 3,500.00 $ 5,000.00 $ 35,000.00 $ 500.00 $ 3,500.00
Water Service (Beyond Properly Line), HOPE, 1Inch,
54 Lft 525 $ 50.00 $ 26,250.00 $ 50.00 $ 26,250.00 $ 85.00 $ 44,625.00
Directional Drilled
55 Water Service Connection to Water Meter Each 7 $ 700.00 $ 4,900.00 $ 8,000.00 $ 56,000.00 $ 3,800.00 $ 26,600.00
56 Aggregate Base Course, 21AA Ton 31 $ 35.00 $ 1,085.00 $ 90.00 $ 2,790.00 $ 77.00 S 2,387.00
57 HMA, 3C Ton 25 $ 250.00 $ 6,250.00 $ 375.00 $ 9,375.00 $ 225.00 $ 5,625.00
58 HMA, 13A Ton 10 $ 250.00 $ 2,500.00 $ 375.00 $ 3,750.00 $ 225.00 $ 2,250.00
59 Concrete Pavement, 7 inch Syd 90 $ 115.00 $ 10,350.00 $ 150.00 $ 13,500.00 $ 150.00 $ 13,500.00
60 Concrete Pavement with Integral Curb, 7 Inch Syd 25 $ 125.00 $ 3,125.00 $ 160.00 $ 4,000.00 $ 210.00 $ 5,250.00
61 Sidewalk, Concrete, 4-Inch with 4-inch Subbase Sit 610 $ 8.00 $ 4,880.00 $ 16.00 $ 9,760.00 $ 0.75 $ 5,947.50
62 Inlet Filter Each 10 $ 100.00 $ 1.000.00 $ 250.00 $ 2,500.00 $ 125.00 $ 1,250.00
63 Silt Fence Lft 400 5 3.00 5 1,200.00 5 10.00 $ 4,000.00 $ 5.00 $ 2,000.00
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Tabulation of Bids
2022 Water Main Rehabilitation
City of Taylor
December 21, 2022
TAY 3164-02T
BASE BID ITEMS
Item Bidigare Contractors, Inc. Lawrence M. Clarke, Inc. Pamar Enterprises, Inc.
Unit Qty.itit Unit Price Amount
No. 1::: "1 Unit Price Amount Unit Price Amount
64 Relocate Mailbox with New Post Each 1 $ 200.00 $ 200.00 $ 300.00 $ 300.00 $ 255.00 $ 255.00
65 Remove and Replace Guardrail L.S. 1 $ 3,500.00 $ 3,500.00 $ 10,000.00 $ 10,000.00 $ 2,000.00 $ 2.000.00
66 Remove and Replace Sign Each 1 $ 500.00 $ 500.00 $ 1,000.00 $ 1,000.00 $ 500.00 $ 500.00
67 Syd 850 $ 20.00 $ 17,000.00 $ 15.00 $ 12,750.00 $ 21.50 $ 18.275.00
Restoration w/3" Topsoil, Seed, Fertilizer and Mulch
68 Traffic Maintenance and Control LS 1 $ 20,000.00 $ 20,000.00 $ 20,000.00 $ 20,000.00 $ 51,000.00 $ 51,000.00
69 $1Day $ 900.00 18 $ 16,200.00 30 $ 27,000.00 60 $ 54,000.00
Inspector Days (Contractor to Bid Number of Days)
Total Additive Alternate Not (Items 38 through 69) $ 790,385.00 $ 1,162,970.00 $ 1,255,969.50
ADDITIVE ALTERNATE NO II
70 Concrete Pavement, Remove Syd 25 $ 25.00 $ 625.00 $ 30.00 5. 750.00 $ 18.00 $ 450.00
71 Concrete Drive and Sidewalk, Remove Sft 150 $ 14.00 $ 2,100.00 $ 30.00 $ 4,500.00 $ 1.00 $ 150.00
72 Concrete Curb and Gutter, Remove Lft 25 $ 18.00 $ 450.00 $ 20.00 $ 500.00 $ 17.00 $ 425.00
73 Gate Valve and Well, Remove Each 2 $ 750.00 $ 1,500.00 $ 3,500.00 $ 7,000.00 $ 900.00 $ 1,800.00
74 Fire Hydrant, Remove Each 2 $ 500.00 $ 1,000.00 $ 1,250.00 $ 2,500.00 $ 900.00 $ 1,800.00
76 Water Main, 8 inch Fusible PVC, Pipe Burst Ex 6 Inch Lft 670 $ 185.00 $ 123,950.00 $ 225.00 $ 150,750.00 $ 322.50 $ 216.075.00
76 Water Main, 8 Inch, Fusible PVC, Directional Drill Lft 1525 $ 185.00 $ 282,125.00 $ 225.00 $ 343,125.00 $ 320.00 $ 488,000.00
77 Fire Hydrant Assembly Each 5 $ 9,500.00 $ 47,500.00 $ 8.080.00 $ 40,400.00 $ 10,900.00 $ 54,500.00
78 Gate Valve and Well, 8 Inch Each 4 $ 11,000.00 $ 44,000.00 $ 11,500.00 $ 46,000.00 $ 10,100.00 $ 40,400.00
r
79 Connection to Existing 8 inch Water Main WI 22.5 de Each 1 $ 2,750.00 5 2,750.00 $ 8,000.00 $ 8,000.00 5 6,500.00 5 6,500.00
80 Connection to Ex 12 inch WM w/12* x 8 Tee and Cultir Each 1 $ 5,500.00 $ 5,500.00 $ 10,500.00 $ 10,500.00 $ 8,800.00 $ 8,800.00
81 Water Service, HOPE, 1-inch, Short Each 20 $ 1,450.00 $ 29,000.00 $ 3,000.00 $ 60,000.00 $ 1,100.00 $ 22,000.00
82 Water Service, HOPE, 1-inch. Long Each 13 $ 2,250.00 $ 29,250.00 $ 7,500.00 $ 97,500.00 $ 3,380.00 $ 43,940.00
83 Curb Stop and Box, 1 Inch Each 33 $ 400.00 $ 13,200.00 $ 750.00 $ 24,750.00 $ 450.00 $ 14,850.00
84 Water Service, Non-Standard, Abandon Each 33 $ 500.00 $ 16,500.00 5 5,000.00 $ 165,000.00 $ 500.00 $ 16,500.00
85 Water Service (Beyond Property Line), HOPE, 1 Inch, (Lit 2475 $ 35.00 $ 86,625.00 $ 50.00 $ 123,750.00 $ 85.00 $ 210,375.00
86 Water Service Connection to Water Meter Each 33 $ 700.00 $ 23,100.00 $ 8.000.00 $ 264,000.00 $ 3,800.00 $ 125,400.00
87 Aggregate Base Course, 21AA Ton 13 $ 35.00 $ 455.00 $ 90.00 $ 1,170.00 $ 77.00 $ 1,001.00
88 Concrete Pavement, 9 Inch Syd 25 $ 130.00 $ 3,250.00 $ 170.00 $ 4,250.00 $ 200.00 $ 5,000.00
89 Sidewalk, Concrete, 4-Inch with 4-inch Subbase Sft 50 $ 10.00 $ 500.00 $ 16.00 $ 800.00 $ 9.75 $ 487.50
90 Concrete Sidewalk Ramp, ADA, 6-inch with 6-inch Subi Sft 100 $ 20.00 $ 2,000.00 $ 50.00 $ 5,000.00 $ 14.25 $ 1,425.00
91 Curb and Gutter, Cons, Del F5 Lft 25 $ 45.00 $ 1,125.00 $ 100.00 $ 2,500.00 $ 75.00 $ 1,875.00
92 Inlet Filter Each 29 $ 100.00 $ 2,900.00 $ 250.00 $ 7,250.00 $ 125.00 $ 3.625.00
93 Sill Fence Lft 130 $ 3.00 $ 390.00 $ 10.00 $ 1,300.00 $ 5.00 $ 650.00
94 Restoration w/3" Topsoil, Seed, Fertilizer and Mulch Syd 420 $ 20.00 $ 8,400.00 $ 15.00 $ 6.300.00 $ 21.50 $ 9,030.00
95 Traffic Maintenance and Control LS 1 $ 20,000.00 $ 20,000.00 $ 20,000.00 $ 20,000.00 $ 55,000.00 $ 55,000.00
96 Inspector Days (Contractor to Bid Number of Days) $fDay $ 900.00 17 $ 15,300.00 30 $ 27,000.00 85 5 76,500.00
Total Additive Alternate No Ii (Items 70 through 96) S 763,495.00 5 1,424,595.00 S 1,406,558.50
TOTAL ONTRACT PRICE (Items 1 hrough 96)) 63,007.755.00 5 4,647,320.00 $ 4,990,861.00
127
TIMOTHY WOOLLEY CITY COUNCIL
Mayor City of Taylor DOUGLAS A. GEISS
CYNTHIA A. BOWER Chairman
City Clerk
JILL BRANDANA
MICHELLE TOCCO Chairwoman Pro-Tem
Treasurer
Council Members
TINA DANIELS
23555 GODDARD ROAD CHARLEY JOHNSON
Taylor, MI 48180 LINDSEY ROSE
ANGIE WINTON
PHONE: (734) 287-6550
www.cityoftaylor.com
MINUTES
The regular meeting of the Taylor City Council was held on Tuesday, October 7, 2025 at 6:30 p.m. in the
Taylor Municipal Building at 23555 Goddard Road, Taylor, Michigan. Council Chairman Douglas A.
Geiss called the meeting to order.
Present: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Tina Daniels,
Lindsey Rose
Also Present: Mayor Woolley, Deputy Clerk Sara El-Rifaai, Treasurer Michelle Tocco, Corporation
Counsel Ed Plato, Council Secretary Tiarra Swain
Excused: None
Motion By: Jill Brandana Supported By: Angie Winton
Ayes: Charley Johnson, Angie Winton, Jill Brandana, Douglas Geiss, Tina Daniels,
Lindsey Rose
Nays: None
Resolved: To approve the Agenda with change to Item 6.1; separate Stephen Poloni’s appointments
by boards 6.1A and 6.1B and correct Item 7.6 address to 26655.
Unanimously carried
CCR #: 10.449-25
Motion By: Angie Winton Supported By: Jill Brandana
Ayes: Charley Johnson, Angie Winton, Jill Brandana, Douglas Geiss, Tina Daniels,
Lindsey Rose
Nays: None
Resolved: To approve the acceptance of the minutes of the meeting held September 16, 2025 and
dispense with oral reading.
Unanimously carried
CCR #: 10.450-25
Page: 1
128
Motion By: Angie Winton Supported By: Charley Johnson
Ayes: Charley Johnson, Angie Winton, Jill Brandana, Douglas Geiss
Nays: Lindsey Rose, Tina Daniels
Resolved: To approve the new appointment of Stephen Poloni to the Compensation Commission to
fulfill the term of Ben Clayton to expire on October 1, 2031.
Roll Call Vote
4 – 2 Motion carried
CCR #: 10.451-25
Motion By: Charley Johnson Supported By: Angie Winton
Ayes: Charley Johnson, Angie Winton, Jill Brandana, Douglas Geiss, Tina Daniels,
Lindsey Rose
Nays: None
Resolved: To approve the new appointment of Stephen Poloni to the Local Officers Pension
Commission to fulfill the term of Ben Clayton to expire on October 1, 2031.
Unanimously carried
CCR #: 10.452-25
Motion By: Angie Winton Supported By: Charley Johnson
Ayes: Charley Johnson, Angie Winton, Jill Brandana, Douglas Geiss, Tina Daniels,
Lindsey Rose
Nays: None
Resolved: To approve the new appointment of Eric Chopjian to the Tax Increment Finance Authority
for a four (4) year term to expire on October 7, 2029.
Unanimously carried
CCR #: 10.453-25
Motion By: Charley Johnson Supported By: Jill Brandana
Ayes: Charley Johnson, Angie Winton, Jill Brandana, Douglas Geiss, Tina Daniels,
Lindsey Rose
Nays: None
Resolved: To approve participation by the City Clerk’s Office in the Early Voting Grant opportunity
through Michigan Department of State, Bureau of Elections for the 2025 election cycle.
Unanimously carried
CCR #: 10.454-25
Motion By: Tina Daniels Supported By: Charley Johnson
Ayes: Charley Johnson, Angie Winton, Jill Brandana, Douglas Geiss, Tina Daniels,
Lindsey Rose
Nays: None
Resolved: To approve three (3) members of the Fire Department to attend the Fire Inspector 1
Training for an amount not to exceed $3,075, funded through General Fund-Training and
Transport.
Unanimously carried
CCR #: 10.455-25
Page: 2
129
Motion By: Charley Johnson Supported By: Tina Daniels
Ayes: Charley Johnson, Angie Winton, Jill Brandana, Douglas Geiss, Tina Daniels,
Lindsey Rose
Nays: None
Resolved: To receive & file sending one (1) member of the Fire Department to attend the Michigan
Task Force 1 Canine Search Specialist Training (CSST).
Unanimously carried
CCR #: 10.456-25
Motion By: Lindsey Rose Supported By: Tina Daniels
Ayes: Charley Johnson, Angie Winton, Jill Brandana, Douglas Geiss, Tina Daniels,
Lindsey Rose
Nays: None
Resolved: To approve Regroup, low bid, for the purchase of a three (3) year mass notification
subscription for an amount not to exceed $13,725, funded through General Fund Police IT.
Unanimously carried
CCR #: 10.457-25
Motion By: Angie Winton Supported By: Charley Johnson
Ayes: Charley Johnson, Angie Winton, Jill Brandana, Douglas Geiss, Tina Daniels,
Lindsey Rose
Nays: None
Resolved: To approve Genesis Chevrolet, low bid, for three (3) EV Blazers for an amount not to
exceed $134,202, funded through the EECGB Grant and State Forfeiture Funds.
Unanimously carried
CCR #: 10.458-25
Motion By: Angie Winton Supported By: Charley Johnson
Ayes: Charley Johnson, Angie Winton, Jill Brandana, Douglas Geiss, Tina Daniels,
Lindsey Rose
Nays: None
Resolved: To approve the acceptance of the Industrial Development District designated
"Aerotropolis-26655 Northline Rd. LLC District", as created by The Detroit Region
Aerotropolis Development Corporation.
Unanimously carried
CCR #: 10.459-25
Motion By: Charley Johnson Supported By: Angie Winton
Ayes: Charley Johnson, Angie Winton, Jill Brandana, Douglas Geiss, Tina Daniels,
Lindsey Rose
Nays: None
Resolved: To amend Appendix A, City of Taylor, Michigan Code of Ordinances, regulating the
development and use of land to rezone 26655 Northline, part of parcel #60-078-99-0001 -
706 of the NW 1/4 Section 30 T.3S., R.10E., City of Taylor, Wayne County, Michigan
from O-1 (Office) to I-1 (light Industrial). The property is located on the southwest corner
of Northline and Lange Roads.
Interested Parties: M. Sousa
Unanimously carried
CCR #: 10.460-25
Page: 3
130
Motion By: Angie Winton Supported By: Charley Johnson
Ayes: Charley Johnson, Angie Winton, Jill Brandana, Douglas Geiss
Nays: Tina Daniels, Lindsey Rose
Resolved: To approve authorizing the Mayor to sign the Purchase Agreement on behalf of the City of
Taylor for the sale of Parcel ID number 60-032-02-0679-000 for an amount of $8,500, plus
closing costs. Proceeds go to the General Fund.
Roll Call Vote
4 – 2 Motion carried
CCR #: 10.461-25
Motion By: Jill Brandana Supported By: Charley Johnson
Ayes: Charley Johnson, Angie Winton, Jill Brandana, Douglas Geiss, Tina Daniels,
Lindsey Rose
Nays: None
Resolved: To approve Authorizing the Mayor to sign and accept the Municipal and Community Credit
Contract from SMART for the contract period of July 1, 2025, through June 30, 2026, in
the amount of $186,699.
Unanimously carried
CCR #: 10.462-25
Motion By: Angie Winton Supported By: Charley Johnson
Ayes: Charley Johnson, Angie Winton, Jill Brandana, Douglas Geiss, Tina Daniels,
Lindsey Rose
Nays: None
Resolved: To approve Authorizing the Mayor to execute the attached Intergovernmental Agreement
(IGA) with the Charter County of Wayne for Fiscal Year 2024–2025, in the amount of
$30,000, as outlined in the attached document.
Interested Parties: T. Katinski
Unanimously carried
CCR #: 10.463-25
Motion By: Lindsey Rose Supported By: Charley Johnson
Ayes: Charley Johnson, Angie Winton, Jill Brandana, Douglas Geiss, Tina Daniels,
Lindsey Rose
Nays: None
Resolved: To approve Authorizing the Mayor to execute the attached lease agreement
between the City of Taylor and Taylor Dance Program, Inc., as outlined in the attached
document.
Unanimously carried
CCR #: 10.464-25
Page: 4
131
Motion By: Charley Johnson Supported By: Lindsey Rose
Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Tina Daniels, Lindsey Rose
Nays: Jill Brandana
Resolved: To approve Decima LLC, low bid, to provide renovations to the Greenwald Historical
House, located at Heritage Park, in the amount of $382,558, plus a 3% contingency, for a
total project amount not to exceed $394,035. Funding to be provided through TBA Capital
Outlay.
Roll Call Vote
5 – 1 Motion carried
CCR #: 10.465-25
Motion By: Angie Winton Supported By: Charley Johnson
Ayes: Charley Johnson, Angie Winton, Jill Brandana, Tina Daniels, Lindsey Rose
Nays: Douglas Geiss
Resolved: To approve Any Moment Plumbing for emergency sanitary sewer repair for an
amount not to exceed $4,200. Funded through Sewage Disposal Fund.
Unanimously carried
CCR #: 10.466-25
Motion By: Angie Winton Supported By: Charley Johnson
Ayes: Charley Johnson, Angie Winton, Jill Brandana, Douglas Geiss, Tina Daniels
Nays: None
Resolved: To approve Macqueen, MI-Deal, the purchase of a 2025 Elgin Sweeper for the DPW in an
amount not to exceed $311,810. Funded through DPW Vehicle Account.
Unanimously carried
CCR #: 10.467-25
Motion By: Angie Winton Supported By: Charley Johnson
Ayes: Charley Johnson, Angie Winton, Jill Brandana, Douglas Geiss, Tina Daniels,
Lindsey Rose
Nays: None
Resolved: To approve payment to the Southeastern Michigan Council of Governments
(SEMCOG) for the City of Taylor’s 2025 Membership fees for an amount not to exceed
$10,061. Funded through the Local Street Fund.
Unanimously carried
CCR #: 10.468-25
Motion By: Charley Johnson Supported By: Angie Winton
Ayes: Charley Johnson, Angie Winton, Jill Brandana, Douglas Geiss, Tina Daniels,
Lindsey Rose
Nays: None
Resolved: To approve Pipeline Management, current vendor, for the 2022 Sanitary Sewer
Rehabilitation Cast in Place Pipe (CIPP) Program one (1) year contract extension for an
amount not to exceed $1,000,000. Funded through Sewage Disposal Fund Michigan
Economic Development Corporation Grant.
Unanimously carried
CCR #: 10.469-25
Page: 5
132
Motion By: Angie Winton Supported By: Jill Brandana
Ayes: Charley Johnson, Angie Winton, Jill Brandana, Douglas Geiss, Tina Daniels,
Lindsey Rose
Nays: None
Resolved: To approve a proclamation honoring Pregnancy and Infant Loss awareness month.
Unanimously carried
CCR #: 10.470-25
Motion By: Jill Brandana Supported By: Angie Winton
Ayes: Charley Johnson, Angie Winton, Jill Brandana, Douglas Geiss, Tina Daniels,
Lindsey Rose
Nays: None
Resolved: To approve adjournment at 7:35 p.m.
Unanimously carried
CCR #: 10.471-25
_____________________________________ ________________________________
Douglas A. Geiss, Chairman Cynthia A. Bower, City Clerk
Page: 6
133
DECI MA LLC
+1 (260)-243-0591
www.decimaai.com
p
alex.balochPdecimaai.com DEC. IMA
Automate Your World
DECIMA LLC
16870 Schaefer Hwy
Detroit, MI, 48235
(313) 910 0797
BELL TO SHIP TO
Guido Ulin Greenwald Historic Home
Director, Parks & Recreation & 12111 Pardee Road, Taylor MI 48180
Building & Grounds
City of Taylor
ESTIMATE # DATE
CO#1 02/13/2026
SNO. ITEM DESCRIPTION AMOUNT
• Replace the existing main center duct and install new
ductwork to provide supply air to each room, including
1 the bathroom, in accordance with applicable code $16,125.00
requirements. Scope includes all necessary labor,
materials, and required permits.
TOTAL $16,125.00
Accepted By: Accepted Date:
134
16870 Schaefer Hwy, Detroit, MI 48235
2023 CONCRETE PANEL REPLACEMENT CONTRACT BID TAB
ALS Great Lakes
ESTIMATED Al's Asphalt ASPHALT Contracting GREAT LAKES GV Cement GV CEMENT Hartwell Cement HARTWELL Audia Concrete AUDIA
Description Unit of Measure QUANTITIES Paving PAVING Solutions CONTRACTING Contracting Co CONTRACTING Company CEMENT COMPANY Const. CONCRETE
Prevailing Wage Yes/No Yes Yes Yes Yes Yes&No
Pavt Repr, Rem, Modified SYD 10000 $16.00 $160,000.00 $15.50 $155,000.00 $10.00 $100,000.00 $18.00 $180,000.00 $9.00 $90,000.00
Pavt Repr, Nonreinf Conc, 7 inch, with Integral Curb, Modified SYD 50 $67.00 $3,350.00 $68.00 $3,400.00 $75.00 $3,750.00 $68.00 $3,400.00 $70.00 $3,500.00
Pavt Repr, Nonreinf Conc, 8 inch, with Integral Curb, Modified SYD 8250 $69.00 $569,250.00 $79.00 $651,750.00 $77.00 $635,250.00 $77.00 $635,250.00 $72.50 $598,125.00
Pavt Repr, Nonreinf Conc, 9 inch, with Integral Curb, Modified SYD 500 $71.00 $35,500.00 $85.00 $42,500.00 $79.00 $39,500.00 $90.00 $45,000.00 $75.00 $37,500.00
Pavt Repr, Nonreinf Conc, 7 inch, Modified SYD 50 $67.00 $3,350.00 $67.00 $3,350.00 $75.00 $3,750.00 $68.00 $3,400.00 $70.00 $3,500.00
Pavt Repr, Nonreinf Conc, 8 inch, Modified SYD 500 $69.00 $34,500.00 $81.00 $40,500.00 $77.00 $38,500.00 $77.00 $38,500.00 $72.50 $36,250.00
Pavt Repr, Nonreinf Conc, 9 inch, Modified SYD 500 $71.00 $35,500.00 $84.00 $42,000.00 $79.00 $39,500.00 $90.00 $45,000.00 $75.00 $37,500.00
Pavt Repr, Nonreinf Conc, 10 inch, Modified SYD 50 $75.00 $3,750.00 $89.00 $4,450.00 $81.00 $4,050.00 $100.00 $5,000.00 $85.00 $4,250.00
Pavt Repr, Nonreinf Conc, 11 inch, Modified SYD 50 $82.00 $4,100.00 $92.00 $4,600.00 $83.00 $4,150.00 $110.00 $5,500.00 $90.00 $4,500.00
Pavt Repr, Nonreinf Conc, 12 inch, Modified SYD 50 $86.00 $4,300.00 $95.00 $4,750.00 $85.00 $4,250.00 $125.00 $6,250.00 $95.00 $4,750.00
Lane Tie, Epoxy Coated, Modified EACH 4250 $28.00 $119,000.00 $12.00 $51,000.00 $3.00 $12,750.00 $6.00 $25,500.00 $4.00 $17,000.00
Subgrade Undercutting, Type II CYD 100 $38.00 $3,800.00 $60.00 $6,000.00 $35.00 $3,500.00 $10.00 $1,000.00 $29.00 $2,900.00
Curb, Rem LFT 0 $0.00 $0.00 $25.00 $0.00 $15.00 $0.00 $10.00 $0.00 $60.00 $0.00
Curb and Gutter, Rem LFT 500 $10.00 $5,000.00 $25.00 $12,500.00 $15.00 $7,500.00 $10.00 $5,000.00 $20.00 $10,000.00
Curb, Conc, Det E4, Modified LFT 50 $29.00 $1,450.00 $35.00 $1,750.00 $40.00 $2,000.00 $30.00 $1,500.00 $40.00 $2,000.00
Curb and Gutter, Conc, Det C5, Modified LFT 450 $30.00 $13,500.00 $40.00 $18,000.00 $40.00 $18,000.00 $30.00 $13,500.00 $25.00 $11,250.00
Sidewalk, Rem SYD 1000 $14.00 $14,000.00 $15.00 $15,000.00 $18.00 $18,000.00 $18.00 $18,000.00 $9.00 $9,000.00
Sidewalk, Conc, 4 inch SFT 6000 $7.50 $45,000.00 $8.50 $51,000.00 $10.00 $60,000.00 $7.00 $42,000.00 $9.00 $54,000.00
Sidewalk, Conc, 6 inch SFT 500 $8.50 $4,250.00 $9.50 $4,750.00 $12.00 $6,000.00 $9.00 $4,500.00 $10.00 $5,000.00
Sidewalk Ramp, ADA, 4 inch SFT 2000 $9.50 $19,000.00 $8.50 $17,000.00 $16.00 $32,000.00 $10.00 $20,000.00 $11.00 $22,000.00
Sidewalk Ramp, ADA, 6 inch SFT 500 $10.50 $5,250.00 $10.50 $5,250.00 $18.00 $9,000.00 $12.00 $6,000.00 $12.00 $6,000.00
Detectable Warning Surface LFT 200 $70.00 $14,000.00 $60.00 $12,000.00 $70.00 $14,000.00 $50.00 $10,000.00 $150.00 $30,000.00
Dr Structure Cover, Adj, Case 1, Modified EACH 40 $600.00 $24,000.00 $550.00 $22,000.00 $600.00 $24,000.00 $250.00 $10,000.00 $500.00 $20,000.00
Dr Structure Cover, Modified EACH 5 $600.00 $3,000.00 $650.00 $3,250.00 $650.00 $3,250.00 $800.00 $4,000.00 $700.00 $3,500.00
Dr Structure, Adj, Add Depth, Case 1, Modified VFT 5 $600.00 $3,000.00 $250.00 $1,250.00 $600.00 $3,000.00 $250.00 $1,250.00 $180.00 $900.00
Water Shutoff, Adj, Case 1, Modified EACH 2 $400.00 $800.00 $750.00 $1,500.00 $500.00 $1,000.00 $300.00 $600.00 $300.00 $600.00
Dr Structure Cover, Adj, Case 1, Modified, Utility EACH 5 $600.00 $3,000.00 $950.00 $4,750.00 $650.00 $3,250.00 $300.00 $1,500.00 $700.00 $3,500.00
Dr Structure, 24 Inch Dia EACH 2 $1,800.00 $3,600.00 $2,650.00 $5,300.00 $1,900.00 $3,800.00 $2,500.00 $5,000.00 $3,500.00 $7,000.00
Dr Structure, 48 Inch Dia EACH 2 $2,500.00 $5,000.00 $3,250.00 $6,500.00 $2,600.00 $5,200.00 $5,000.00 $10,000.00 $4,000.00 $8,000.00
Dr Structure, 60 Inch Dia EACH 0 $0.00 $0.00 $4,800.00 $0.00 $3,500.00 $0.00 $7,500.00 $0.00 $6,000.00 $0.00
Dr Structure, 72 Inch Dia EACH 0 $0.00 $0.00 $8,500.00 $0.00 $5,000.00 $0.00 $10,000.00 $0.00 $7,000.00 $0.00
Dr Structure, Adj, Add Depth of 24 Inch Dia, 8 Foot to 15 Foot VFT 1 $150.00 $150.00 $250.00 $250.00 $700.00 $700.00 $350.00 $350.00 $200.00 $200.00
Dr Structure, Adj, Add Depth of 48 Inch Dia, 8 Foot to 15 Foot VFT 1 $200.00 $200.00 $350.00 $350.00 $750.00 $750.00 $500.00 $500.00 $200.00 $200.00
Dr Structure, Adj, Add Depth of 60 Inch Dia, 8 Foot to 15 Foot VFT 0 $0.00 $0.00 $550.00 $0.00 $850.00 $0.00 $650.00 $0.00 $1,000.00 $0.00
Dr Structure, Adj, Add Depth of 72 Inch Dia, 8 Foot to 15 Foot VFT 0 $0.00 $0.00 $650.00 $0.00 $900.00 $0.00 $800.00 $0.00 $1,500.00 $0.00
Dr Structure, Rem EACH 4 $600.00 $2,400.00 $1,100.00 $4,400.00 $800.00 $3,200.00 $2,500.00 $10,000.00 $900.00 $3,600.00
12” Storm Drain Pipe LFT 35 $90.00 $3,150.00 $115.00 $4,025.00 $85.00 $2,975.00 $125.00 $4,375.00 $180.00 $6,300.00
Dr Structure Cleaning, Modified EACH 5 $300.00 $1,500.00 $350.00 $1,750.00 $500.00 $2,500.00 $1,000.00 $5,000.00 $900.00 $4,500.00
Dr Structure Lead, Cleaning, Modified LFT 5 $45.00 $225.00 $15.00 $75.00 $600.00 $3,000.00 $1,000.00 $5,000.00 $150.00 $750.00
Topsoil Surface, Furn, 4 inch, Modified SYD 2000 $9.00 $18,000.00 $15.00 $30,000.00 $9.00 $18,000.00 $5.00 $10,000.00 $8.00 $16,000.00
Topsoil Surface, Furn, 6 inch, Modified SYD 50 $10.00 $500.00 $18.00 $900.00 $11.00 $550.00 $7.00 $350.00 $9.00 $450.00
ADA Ramp Restoration SYD 50 $15.00 $750.00 $20.00 $1,000.00 $12.00 $600.00 $75.00 $3,750.00 $10.00 $500.00
Pavt Repr, 2.5 Foot, Re, Special SYD 50 $45.00 $2,250.00 $28.00 $1,400.00 $15.00 $750.00 $100.00 $5,000.00 $120.00 $6,000.00
Pavt Repr, 2.5 Foot, Nonreinf, 8 Inch, Special SYD 50 $80.00 $4,000.00 $75.00 $3,750.00 $85.00 $4,250.00 $100.00 $5,000.00 $140.00 $7,000.00
Joint Tied 2.5 Foot Special LFT 25 $20.00 $500.00 $24.00 $600.00 $12.00 $300.00 $50.00 $1,250.00 $50.00 $1,250.00
$1,173,875.00 $1,239,600.00 $1,136,525.00 $1,197,225.00 $1,079,275.00
(1) Audia Cement Construction, Inc. $1,079,275.00
(2) G.V. Cement $1,136,525.00
(3) Al's Asphalt Paving Company (Local Vendor 3%) $1,138,658.75
(4) Hartwell Cement Company $1,197,225.00
(5) Great Lakes Contracting $1,239,600.00
135
Budget & Finance Dept.
Invitation for Bid Purchasing Manager: RM
23555 Goddard Road
City of Taylor Taylor, MI 48180
734-643-9518
Bid Number: Bid Title:
IFB-DG-2023-05-25-001 Concrete Panel Replacement Contract 2023
Date Issued: Project Manager:
May 25th, 2023 Chris Gibbs
Deadline for Questions: Telephone:
Email: cgibbs@ci.taylor.mi.us
June 2nd, 2023 @ 10:00AM 734-308-0096
Bid Submission Date and Time: Purchasing Agent:
June 10th, 2023 @ 11:00AM dgrabowski@ci.taylor.mi.us
Bid Opening Date and Time: Telephone: Email:
June 10th, 2023 @ 11:00AM 734-643-9518 dgrabowski@ci.taylor.mi.us
You are invited to participate in this Invitation for Bid. Please submit your bid response in conformance
with the instructions specified herein.
By submitting a bid response, the bidder agrees and promises to sell, furnish, and deliver to the City all
commodities and services contained in this Invitation for Bid for which a contract is awarded by the City.
The bidder shall fully perform the contract in accordance with the all specifications, terms and conditions,
and requirements contained in the Invitation for Bid and shall comply with all applicable provisions of the
City of Taylor, Purchasing Policies, made a part of the Invitation for Bid and contract by reference.
Written acceptance of the bidder's bid response by the City, by issuance of a purchase order or contract,
constitutes a binding contract made and entered into by and between the City of Taylor, acting through the
Purchasing Department named above, and the bidder named below:
Bidder Company Name:
Street Address:
P.O. Box: City: State: Zip Code:
Toll Free Telephone: Telephone: Fax:
Federal I.D. or Social Security No.: E-Mail:
Type or Print Name of Person Signing: Title:
Authorized Signature:
Acceptance (For City Use Only)
Bid response accepted and contract awarded.
By____________________________________________Title_________________________________
Signature ______________________________________Date ________________________________
1
136
Mailing Instructions
Mail a completed and signed Invitation for Bid response in a sealed envelope to the address listed below.
Bid responses received after the date and time specified on the cover sheet of this Invitation for Bid will be
rejected. Address the envelope containing your response in the following manner:
BID NUMBER -
BID OPENING DATE -
CITY OF TAYLOR
CITY CLERK’S OFFICE
23555 GODDARD ROAD
TAYLOR, MI 48180
Bidder Checklist. Have you remembered to
1. Review all instructions, terms, conditions, and specifications to ensure your bid response
complies?
2. Prepare your price: products to be used and services to be rendered?
3. Indicate whether you can meet the delivery date indicated on the cover sheet?
4. Complete the “Cover Sheet”, sign and submit with bid package?
5. Complete the “Service Representative” section and submit with bid package?
6. Sign the “Accepts to comply with Insurance Requirements” document, submit with bid package?
7. Complete the “Project Specification” page, sign and submit three (3) copies with bid package?
8. Mark the envelope as indicated above?
Bidder’s Instructions
1. Addition of Terms and Conditions. Additional terms and conditions submitted with a bid response
are of no effect unless accepted in writing by the Purchasing Department. Bids with any additional
terms and conditions may be rejected as non-responsive.
2. Assistance to Bidders with a Disability. Bidders with a disability that need an accommodation must
contact the Purchasing Agent prior to the deadline for receipt of bids so that reasonable accommodation
can be made.
3. Bid Held Firm. Bids are not awarded at the bid opening. Bid responses will be firm for 30 days,
unless otherwise specified by the Purchasing Agent in writing.
4. Bid Opening. All bids received by the time and date of the bid opening will be publicly opened by the
City Clerk’s Office, with the attendance of the Purchasing Agent at the location indicated on the cover
sheet of this solicitation. Interested parties are invited to attend the bid opening.
5. Bid Results. Bidders desiring a copy of the bid results are instructed to include a self-addressed,
stamped, envelope with their bid response. Bid results will be mailed when an award decision is made.
Bidders may also obtain bid results or arrange to review the bid file by contacting the Purchasing
Department.
6. Corrections. The bidder’s authorized representative must initial any corrections and alterations (i.e.
erasures, whiteouts, correction tape, etc.) made to the bid response. Those bid responses with
corrections and alterations that are not initialed are subject to confirmation by the Purchasing Agent.
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7. Definitions:
Bidder Any person or firm submitting a competitive bid in response to a solicitation.
Bid Results A summary of all bid responses received and the award results
Bid Response The executed document submitted by a bidder in response to a solicitation.
Contractor Any person or firm having a contract with a governmental body.
Solicitation The process of notifying prospective bidders that the City wishes to receive
bids for furnishing goods and services.
8. Facsimile Bids. Bid responses faxed to the City will be rejected. Bids may be faxed to a third party
who will put it in a properly-addressed envelope and deliver it to the Purchasing Department before the
date and time specified in the solicitation.
9. Late Bids. It is the bidder’s responsibility to ensure that a bid response is physically deposited with
the City Clerk’s Office prior to the date and time specified for the opening. Late bid responses will not
be opened and will be rejected regardless of the degree of lateness or the reason.
10. Multiple Bids. Bidders may submit more than one bid in response to this solicitation. Each bid
submitted must comply in all aspects with the bid requirements and these instructions.
11. New Equipment and Materials. Unless otherwise indicated in the detailed specifications of this
solicitation, all equipment and materials shall be new and under current production for use in the United
States.
12. Packaging. All commodities and equipment are to be delivered and packaged strongly and securely
according to accepted commercial practices.
13. Prices, Currency. All prices must be in United States currency, (USD).
14. Pricing (Unit and Total Prices). The unit price is to be according to the unit of measurement specified
in the solicitation. In the event of mathematical differences between the unit price and extended total,
the unit price will prevail.
15. Protests. An interested party may protest the solicitation within seven days before the bid opening or
protest the Notice of Intent to Award within seven (7) days after receiving notice. Notice of award will
be issued only to those bidders who submitted responses to this IFB seven calendar days after award
or issuance of the Notice of Intent to Award. It will be assumed that all interested parties knew or
should have known all the facts surrounding the award.
16. Questions and Clarifications. All questions and requests for clarification regarding this solicitation
must be addressed to the Purchasing Agent referenced on the cover sheet of this document. The
requirements of this solicitation can only be altered by written amendment of the solicitation. Verbal
communications from whatever source are of no effect. Questions must be received by the deadline
specified on the cover sheet to allow the Purchasing Agent to issue any needed amendments in
sufficient time before the bid opening date.
17. Review of the Bids. After the bid opening, bids become subject to the State of Michigan public records
laws. Interested parties may request public information and make arrangements to review the bid file
by contacting the City Clerk’s Office during normal working hours, between 9:00 a.m. and 5:00 pm.,
Monday through Friday, excluding holidays.
18. Rejection. The City reserves the right to reject any and all bids in whole or in part. Bid responses will
be rejected if:
The bid response is not legible.
The bid response is not completed as requested.
The bid response is faxed to the City.
The bid response is not responsive to the specifications or other requirements of the solicitation.
The bid response is received after the time and date specified.
The bidder was required to be registered as an approved vendor by the deadline for receipt of bids,
and failed to do so.
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The bidder is determined to be not responsible, in accordance with Section 3 of the City of Taylor,
Purchasing Policy.
19. Signature. The bidder submitting the bid response or that bidder’s duly authorized agent or
representative must sign the bid response manually in ink. The name and title of the person signing the
bid response must be typed or printed below the signature.
20. Specifications, Brand Name or Equivalent. Unless otherwise indicated in the detailed specifications
of this solicitation, the use of a specific brand name or make/model is for illustrative purposes only, and
the City will consider equivalent products. If a commodity or service put forth by a bidder is rejected as
not being equivalent, the Purchasing Agent will notify the bidder of the rejection.
21. Specifications, Compliance. All bids submitted in response to this Invitation for Bid must comply with
the specifications contained herein, and the successful bidder will be held responsible. Noncompliance
with specifications is grounds for rejection of the bid response. Bidders who desire to submit
commodities or services that deviate from these specifications or have any objections to the
specifications stated herein must contact the Purchasing Agent in writing as soon as possible, so the
Purchasing Agent can determine whether the specifications need to be amended.
22. Taxes. The City does not pay sales tax or federal excise tax. The federal tax-free transaction number
and City sales tax exemption number is 38-6006926. The Purchasing Department will furnish a tax
exempt certificate upon request.
23. Withdrawal or changes to a bid response prior to the bid opening date and time. Before the bid
opening date and time, the bidder’s authorized representative may withdraw or change a bid response
by making a written request to the Purchasing Agent.
24. Withdrawals after the bid opening date and time. After the opening, no changes may be made to
the bid response. The bidder may make a written request to withdraw the bid response, subject to
approval by the Purchasing Department. Bidders repeatedly withdrawing bids after the opening date
may be removed from the City bidders list.
GENERAL CONTRACT TERMS AND CONDITIONS
1. Affirmative Action. The contractor will take affirmative action in complying with all Federal and State
requirements concerning fair employment and employment of the handicapped, and concerning the
treatment of all employees without regard to race, color, religion, sex, national origin or physical
handicap.
2. Applicable Law and Venue. This contract is governed by and construed in accordance with the laws
of the State of Michigan. Any action to enforce this contract must be brought in the District Court of
Wayne County, Michigan.
3. Assignments and Subcontracts. The contractor may not assign or otherwise transfer or delegate
any right or duty without the City’s express written consent. The contractor may enter into subcontracts
provided that the City has provided written consent and any such subcontractor acknowledges the
binding nature of this contract and incorporates this contract, including any attachments. The contractor
is solely responsible for the performance of any subcontractor. The contractor shall not have the
authority to contract for or incur obligations on behalf of the City. If the City refuses to approve a
subcontractor, the original contract holder shall be responsible for any damages financial or otherwise
for not fulfilling the contract obligations.
4. Binding Contract. The acceptance of a bid response in writing by the Purchasing Department or Entity
constitutes a contract between the bidder and the City. Written acceptance from the Purchasing
Department or Entity will be in the form of a purchase order, notification of award, or contract. Any oral
agreement or arrangement by a bidder with a City employee or Purchasing Department or Entity will
have no force or effect unless reduced to writing.
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5. Compliance with Laws. The contractor must, in performance of work under this contract, fully comply
with all applicable federal, state, or local laws, rules and regulations, including Title VI of the Civil Rights
Act of 1964. Any subletting or subcontracting by the contractor subjects subcontractors to the same
provision.
6. Compliance With Public Records Law. The contractor understands that, except for disclosures
prohibited under state open records laws related to confidentiality, in MCL §Act 442 of 1976 et seq.,
the City must disclose to the public upon request any records it receives from contractor. The contractor
further understands that any records which are obtained or generated by the contractor under this
contract, except for records that are confidential under in MCL §Act 442 of 1976 et seq., may, under
certain circumstances, be open to the public upon request under the Taylor open records law. The
contractor agrees to contact the City immediately upon receiving a request for information under the
open records law and to comply with the City’s instructions on how to respond to the request. Bid
responses are exempt records until the time and date of the bid opening.
7. Confidentiality. The contractor agrees not to use or disclose any information it receives from the City
under this contract that the City has previously identified as confidential or exempt from mandatory
public disclosure except as necessary to carry out the purposes of this contract or as authorized in
advance by the City. The City agrees not to disclose any information it receives from the contractor
that has previously been identified as confidential and which the City determines in its sole discretion
is protected from mandatory public disclosure under a specific exception to the State public records
law, in MCL §Act 442 of 1976 et seq.. The duty of the City and the contractor to maintain confidentiality
of information under this section continues beyond the term of this contract, or any extensions or
renewals of it.
8. Contract Amendment. After a binding contract has been entered into, no changes (i.e. substitution of
product or a price adjustment) may be made per City of Taylor Fiscal Year (Contract Year), unless prior
written approval has been obtained from the Purchasing Department or Entity. A Mutual Agreement is
required per the “Special Terms and Conditions – Contract Period” listed on page seven (7) of this
document for any contract year percentage unit cost increases or select unit cost increases applicable
to contract.
9. Inspection and investigations. The City reserves the right to conduct inspections and investigations
related to the bidder and offered commodities or services, including but not limited to the firm, its facility,
personnel, qualifications, and the commodities and/or services offered to make determinations
regarding compliance with the bid requirements and responsibility of the bidder.
10. Material and Workmanship. All material and workmanship shall be subject to inspection and testing
by the City either at: the point of manufacturer, place of storage, or upon receipt.
11. Payment Terms. Payment will normally be made within thirty days after delivery and acceptance of
commodities or services under this contract and receipt of a correct invoice. The city issued purchase
order number shall be the primary identification number utilized by the city in the tracking of orders and
processing of payments. A vendor’s failure to comply with the following two actions could result in a
delay of payment. (1) Vendors are required to visibly place the city issued purchase order number on
the invoice, (2) Vendors are required to submit the invoice directly to Central Purchasing.
12. Termination for lack of funding or authority. This contract shall become null and void, in total or in
part, should the City Council of the City of Taylor fail to appropriate funds for any or all departments,
which are committed to the terms of this contract. Any such contract termination shall be at no cost to
the City.
13. Termination of Contract
a. Termination without Cause. This contract may be terminated by mutual consent of both
parties, or by either party upon 30 days' written notice.
b. Termination for Lack of Funding or Authority. The City may terminate this contract effective
upon delivery of written notice to the contractor, or on any later date stated in the notice, under any of the
following conditions:
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1) If funding from federal, state, county, city, or other sources is not obtained and continued
at levels sufficient to allow for purchase of the services or supplies in the indicated
quantities or term. The contract may be modified by agreement of the parties in writing to
accommodate a reduction in funds.
2) If federal, state or local laws or rules are modified or interpreted in a way that the services
are no longer allowable or appropriate for purchase under this contract or are no longer
eligible for the funding proposed for payments authorized by this contract.
3) If any license, permit or certificate required by law or rule, or by the terms of this contract,
is for any reason denied, revoked, suspended or not renewed.
Termination of this contract under this subsection is without prejudice to any obligations or liabilities of either
party already accrued prior to termination.
c. Termination for Cause. The City by written notice of default to the contractor may terminate
the whole or any part of this contract:
1) Fails to begin the work within the time specified in the Contract;
2) Fails to perform the work with sufficient workers and equipment or with sufficient materials
to assure the prompt completion of said work;
3) Fails to perform the work in accordance with contract requirements or refuses to remove
and replace rejected materials or unacceptable work;
4) Discontinues the work;
5) Fails to resume work which has been discontinued within a reasonable time after notice
to do so;
6) Becomes insolvent or is declared bankrupt or commits any act of bankruptcy or
insolvency;
7) Allows any final judgment to remain unsatisfied for a period of 10 days;
8) Fails to comply with contract requirements regarding minimum wage payments;
9) Is a party to fraud; or
10) For any other cause whatsoever, fails to carry on the work in an acceptable manner.
11) Bidder subcontracts work without City Authorization
d. Termination, Deliveries. If the contract is terminated for any reason, the contractor is
responsible for delivery of all commodities and services ordered prior to the termination, unless those orders
had been canceled by the Purchasing Department or Entity
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SPECIAL TERMS AND CONDITIONS
1. Approved Bidder Registration. Every person or business entity that desires to bid on contracts for
commodities and services must be an approved vendor in order to be placed on the bidders list. Bidders
must comply with the vendor registration requirements related to approved bidder registration as set
forth in this solicitation:
Bidders Must Be Approved By Time Set For Bid Opening. Bids will only be accepted from those
companies who have become approved vendors, in accordance with City Charter. Bidders that are not
Approved Vendors for the City of Taylor at the time bids or proposals are opened may be rejected.
Contact the Purchasing Department at 734.374.1459 to check whether your company is currently an
approved vendor on the City’s Approved Vendor list. Bidder registration information and forms are
available on the website.
Placement on the approved vendor list does not guarantee a bidder will receive notice of every formal
solicitation. Bidders must maintain current information by submitting a Notice of Change form to the
City Purchasing Office (Fax 734-374-1344).
2. Award. Award will be made to two responsible bidders with the per unit pricing most advantageous to the
City and is responsive to the specifications and all other requirements stated herein. The City of Taylor
maintains the right to assign projects to each successful bidders based on availability of each
contractor and available funding.
3. Bid Selection. The bid winner will be selected following the applicable process under Section 4.8.12,
Bid Evaluation of the Purchasing Policy.
4. Pre-Qualification: In Compliance with Section 4.8.7 of the City Purchasing Policy Manual, the
requesting department may require the prequalification of vendors for the Formal Bid. The
prequalification process may add up to four weeks.
5. Bid Calculation: In the event that the bid is generated based on single unit price, the Bid Bond and
Performance Bond will be defined by the Central Purchasing Department based on historical data.
6. Bid Surety, Type Of. Each bid response must include five thousand ($5,000) bid surety, either in the
form of:
a certified check
a bank cashier's check
a money order
a corporate surety bond from a surety company authorized to do business in the City of Taylor
Each bid response must also include a copy of the original bid bond as well as a self-addressed return
envelope. Bid sureties of the non-successful bidders that are in the form of a certified check, bank
cashier’s check or a money order will be returned upon determination of award. The bid surety of the
successful bidder(s) will be returned upon the receipt of a completed contract bond and its approval by
the City.
7. Performance Bond. Prior to the start of any project, the contractor will be required to furnish a
performance bond in an amount equal to each individual project or the summation of projects per City of
Taylor Fiscal Year (Contract Year) approved by the director of public works or his designee that will
guarantee compliance with all terms of the bids and contract.
8. Contract Period. The contract or contracts issued as a result of this solicitation will be for a City of
Taylor Fiscal Year (July 1, 2023 – June 30, 2024) inclusive, with the option to extend for additional City
of Taylor Fiscal Year or renew the contract for a maximum of three (3) additional fiscal years, upon
mutual agreement between both the City of Taylor & Contractor, as set forth in a written amendment to
this contract. Any contract renewal/extension may include a mutually agreed percentage increase to all
or selected unit costs listed in this contract. The mutual agreement and unit cost increases (if
applicable) shall be in writing from the Contractor and approved by the City of Taylor
Administration/City Council.
9. F.O.B. Point and Freight. Delivery and passage of title under this contract shall be as follows.
Delivery will be F.O.B. Destination to the location specified on the cover page of the solicitation. The
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freight is to be included in the price of the products. Title will pass to Purchasing Department or entity
upon delivery to the specified destination.
10. Descriptive Literature. The bidder’s response must include descriptive literature or detailed
manufacturer’s specifications for the specific equipment or commodities being offered. Bidders are
instructed to clearly mark the literature information that demonstrates compliance with the specification.
11. Indemnification and Insurance Requirements. Bidders must review the attached Risk Management
Appendix for indemnification and insurance requirements. The indemnification and insurance
provisions are incorporated and made part of this solicitation and the resultant final contract. Objections
to any of the provisions of the indemnification and insurance requirements must be made in writing to
the attention of the Purchasing Agent by the time and date set for receipt of questions. No alteration
of these provisions will be permitted without prior written approval from the Purchasing Department in
consultation with the Taylor Risk Management Director. Upon receipt of the Notice of Award, the
successful bidder must obtain the required insurance coverage and provide the Purchasing Agent with
proof of coverage prior to contract approval. The coverage must be satisfactory to the Purchasing
Department, in consultation with the Taylor Risk Management Director. A bidder’s failure to provide
evidence of insurance coverage is a material breach and grounds for withdrawal of the award or
termination of the contract. Please see ( http://www.cityoftaylor.com/rfp )
12. Pricing. Pricing under this contract shall be as follows:
Firm Fixed. The total bid price is to include all discounts and deductions, and is to be less
federal and City taxes, for which exemption certificates will be furnished upon request. Pricing
shall be firm for the period of the contract. If an extension of the contract occurs, prices may
be adjusted to reflect the additional cost the vendor has incurred only if the vendor provides
documentation to prove they have incurred additional costs.
13. Purchasing Cards. The Purchasing Department may place orders by issuance of a purchase order
or may elect to place an order and make payment using a purchasing card. The contractor will accept
a purchasing card without passing the processing fees for the purchase card back to the Purchasing
Department or Entity.
14. Record of Sales. The contractor must maintain records of sales under the contract and furnish volume
of sales information to the Purchasing Department within thirty (30) days upon written request of the
Purchasing Department.
15. Reference Materials. The contractor will be required to furnish and distribute catalogs and price lists
to all using entities.
16. Servicing of the contract. The contractor will be required to furnish not less than two (2) copies of
catalogs, replacement data books, and price lists to using department. Also, the contractor will be
required to provide qualified sales personnel to periodically visit using entities to provide assistance
and guidance connected with contract item usage.
17. Service Representative. The contractor must provide a dedicated service representative to provide
support for this contract. The contractor shall provide the name and contact information for the service
provider. During the contract period, the contractor shall notify the Purchasing Agent in the event the
contractor’s service representative changes.
Name Of Service Representative:
Address Of Service Rep:
City & City & Zip Code
Phone Number:
Toll Free Number:
Fax Number:
E-Mail Address:
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CONCRETE PAVEMENT REPAIR
PROPOSAL
The undersigned have made themselves familiar with the conditions under which it is to be constructed by
examination of the details and specifications, all of which are understood and accepted as being sufficient for
the purpose. The undersigned proposes to furnish of all labor, material, and equipment as specified and will
accept in payment thereof the following unit rates, and the payments will be based on unit prices given in the
proposal and quantities measured.
If this proposal is accepted, the undersigned further agrees to perform the work according to a mutually agreed
upon construction sequence and schedule to be determined at a Pre-Construction meeting held after all contracts
and bonds have been submitted, and to complete all work, unless shortage of material or other causes beyond
the Contractor’s control prohibit from doing so.
Are wages paid to employees prevailing wages or higher? Yes______ No ______
BID ITEMS AND UNIT RATES
Provide unit rates in words and numerals. Complete signature and information on Page 11.
Description Unit of Estimated Unit Price ($) Unit Price (Written)
Measure Quantity
Pavt Repr, Rem, Modified SYD 10000
Pavt Repr, Nonreinf Conc, 7 inch, with SYD 50
Integral Curb, Modified
Pavt Repr, Nonreinf Conc, 8 inch, with SYD 8250
Integral Curb, Modified
Pavt Repr, Nonreinf Conc, 9 inch, with SYD 500
Integral Curb, Modified
Pavt Repr, Nonreinf Conc, 7 inch, SYD 50
Modified
Pavt Repr, Nonreinf Conc, 8 inch, SYD 500
Modified
Pavt Repr, Nonreinf Conc, 9 inch, SYD 500
Modified
Pavt Repr, Nonreinf Conc, 10 inch, SYD 50
Modified
Pavt Repr, Nonreinf Conc, 11 inch, SYD 50
Modified
Pavt Repr, Nonreinf Conc, 12 inch, SYD 50
Modified
Lane Tie, Epoxy Coated, Modified EACH 4250
Subgrade Undercutting, Type II CYD 100
Curb, Rem LFT 0
Curb and Gutter, Rem LFT 500
Curb, Conc, Det E4, Modified LFT 50
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Curb and Gutter, Conc, Det C5, LFT 450
Modified
Sidewalk, Rem SYD 1000
Sidewalk, Conc, 4 inch SFT 6000
Sidewalk, Conc, 6 inch SFT 500
Sidewalk Ramp, ADA, 4 inch SFT 2000
Sidewalk Ramp, ADA, 6 inch SFT 500
Detectable Warning Surface LFT 200
Dr Structure Cover, Adj, Case 1, EACH 40
Modified
Dr Structure Cover, Modified EACH 5
Dr Structure, Adj, Add Depth, Case 1, VFT 5
Modified
Water Shutoff, Adj, Case 1, Modified EACH 2
Dr Structure Cover, Adj, Case 1, EACH 5
Modified, Utility
Dr Structure, 24 Inch Dia EACH 2
Dr Structure, 48 Inch Dia EACH 2
Dr Structure, 60 Inch Dia EACH 0
Dr Structure, 72 Inch Dia EACH 0
Dr Structure, Adj, Add Depth of 24 VFT 1
Inch Dia, 8 Foot to 15 Foot
Dr Structure, Adj, Add Depth of 48 VFT 1
Inch Dia, 8 Foot to 15 Foot
Dr Structure, Adj, Add Depth of 60 VFT 0
Inch Dia, 8 Foot to 15 Foot
Dr Structure, Adj, Add Depth of 72 VFT 0
Inch Dia, 8 Foot to 15 Foot
Dr Structure, Rem EACH 4
12” Storm Drain Pipe LFT 35
Dr Structure Cleaning, Modified EACH 5
Dr Structure Lead, Cleaning, Modified LFT 5
Topsoil Surface, Furn, 4 inch, Modified SYD 2000
Topsoil Surface, Furn, 6 inch, Modified SYD 50
ADA Ramp Restoration SYD 50
Pavt Repr, 2.5 Foot, Re, Special SYD 50
Pavt Repr, 2.5 Foot, Nonreinf, 8 Inch, SYD 50
Special
Joint Tied 2.5 Foot Special LFT 25
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SIGNED: __________________________________________________________
BY: __________________________________________________________
(Printed Name and Title)
COMPANY: _________________________________________________________
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CONCRETE STREET REPAIR
GENERAL CONSTRUCTION PROCEDURES AND SCHEDULE
GENERAL
The work shall consist of, but not be limited to: (1) removing existing concrete street pavement in sections or
partial and full width sections of various lengths and locations; (2) repairing miscellaneous areas of concrete
pavement deterioration and restoration of utility repair areas; (3) preparing the subbase and replacing the
concrete pavement; (4) adjusting and/or reconstructing drainage and other public utility structures; (5) sidewalk
removal and replacement, including ADA crosswalks; (6) traffic control, restoration and clean-up; and, (7)
storm structure and pipe cleaning.
These Specifications also cover the repair of existing deteriorated concrete pavements, and the restoration of
utility repair areas, including; the removal of temporary patching materials, replacement of existing concrete
pavement, the repair and conditioning of the aggregate base, adjusting utility structures, concrete sidewalk,
ADA ramp, and the restoration of concrete driveways and approaches. This work shall be performed and paid
for in accordance with the Special Provisions provided in these Specifications.
The locations of the repair and restoration work will assembled by the City of Taylor and presented to the
Contractor. There may be repair or restoration locations considered “urgent” which may be assigned to the
Contractor for immediate attention at any time during this Contract while the Contractor is performing work on
this Contract..
PRECONSTRUCTION MEETING
A meeting will be held in the City of Taylor Department of Public Services, 25605 Northline Road, following
submittal of contract, bonds and insurance, between the Engineer and his representatives, and the successful
bidder, and his subcontractors. The purpose of this meeting will be to review the specifications and work areas
and to prepare a mutually agreeable construction schedule which will adhere to the time frames set forth herein.
CONSTRUCTION TIME FRAMES
The length of time from the first construction activity on a particular street to the final clean-up shall be no
longer than thirty (30) calendar days.
No construction debris shall be stored on the streets longer than two (2) days unless otherwise noted below or
approved by the Engineer. Clean-up and disposal of concrete debris and spillage in the street or right-of-way
shall be completed the same day as deposited.
Miscellaneous concrete overspill behind the curb shall be removed, and any honeycombing or voids at back of
curbs shall be parged smooth within seven (7) days of concrete placement.
Service walks, sidewalks, ADA sidewalks and other concrete work shall be started and prosecuted regularly and
uninterruptedly until that particular street is complete.
Five (5) days after completion of finished concrete flat work on a particular street, the affected areas shall be
backfilled and compacted, seeded, and clean up completed.
Construction barricades, barrels, signage and notifications shall be removed from the work areas within two (2)
days of the completion of backfill and restoration operations.
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Storm sewer catch basins, manholes and pipe shall be cleaned after all restoration is complete.
NOTIFICATION
The Contractor shall provide notification to residents of pending concrete street, residential approach, and ADA
sidewalk reconstruction activities a minimum of 48 hours in advance of such work. The notice, at a minimum,
shall advise residents of the date work activity will start, the anticipated length of time the area will be worked
on, notification of temporary loss of curbside or driveway access to property, and request that street be cleared
of parked vehicles.
Should construction activities cease, either due to weather or scheduling, for an anticipated time of five (5) days
or more, any and all posted signage shall be removed. Once the work begins again, the Contractor shall re-
notify as previously set forth.
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SPECIAL PROVISIONS FOR
TRAFFIC MAINTENANCE AND CONTROL
GENERAL
All traffic control devices as required for this project shall conform to the design, material, color, and
fabrication requirements as specified on the plans or in the current edition of the Michigan Manual of Uniform
Traffic Control Devices and the Michigan Department of Transportation 2012 Standard Specifications for
Construction, Section 812.
The contractor shall furnish, erect, maintain and remove upon completion of the work, all traffic control devices
and barricade lights within the project and around the perimeter of the project for the safety of pedestrian and
vehicular traffic. This includes, but is not limited to, advance, regulatory, and warning signs, barricades and
channeling devices at intersecting streets on which traffic is to be maintained, barricades at the ends of the
project and at right-of-way lines for intersecting streets which are to be partially closed or closed to traffic,
along with barricades, signs, and lights at the intersection of these streets to be partially closed or closed with
the first usable street on each side of the project. Traffic regulators, where required, are included. Barricades
shall effectively bar vehicular traffic from driving onto the work site, barricades shall be used and maintained in
good repair at all times during progress of the work and shall be opened only for construction purposes and
public emergency.
Barricades for all parts of the work shall be erected and maintained by the Contractor so as to prevent personal
and property damages of all description. Any damages from traffic or other causes occurring previous to the
official acceptance of the work shall be repaired by the contractor.
The Contractor shall be responsible for the posting/signing of work areas to alert residents of up-coming work
at a minimum of 48 hours in advance of the start of the work. The property owners, business customers and
emergency vehicles shall be assured of access to all properties. At no time shall any street be closed down to
local traffic (temporary or permanent) without prior approval from the City of Taylor. Moving of parked
vehicles which interfere with the prosecution of work will be the responsibility of the Contractor.
The City of Taylor may perform maintenance work within or adjacent to the streets being repaired. These
maintenance crews will coordinate their operations with the designated City Representative to minimize the
interference to the Contractor. No additional payment will be made to the Contractor for the joint use of the
traffic control items.
Provisions for the protection of pedestrians shall be maintained at all times. Walks, driveways and entrances to
buildings shall not be unnecessarily blocked. Vehicular access shall be maintained to all commercial properties
designated by the Engineer.
Side streets shall not be closed to through traffic except as approved by the Engineer. Interference with traffic
at all cross-streets must be held to a minimum during the time required for construction.
MEASUREMENT AND PAYMENT
“Traffic Maintenance and Control”, including all labor, traffic control devices, material and equipment required
to provide construction traffic control per these Specifications will not be paid for separately, but shall be
included in the unit rates of other work items.
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SPECIAL PROVISIONS FOR
EROSION AND SEDIMENTATION CONTROL
GENERAL
This Special Provision covers the protection of storm drainage structures and systems from the effects of
erosion and sedimentation from construction activities entering into the system during the course of the work.
MATERIAL
Materials shall be as specified in Section 208.02 Materials of the 2012 MDOT Standard Specifications for
Construction.
CONSTRUCTION
Erosion and sedimentation control shall be in accordance with Section 208.03.C.08 of the 2012 MDOT
Standard Specifications for Construction, and as follows.
Prior to starting work on a particular street or block, all drainage structure covers on that street or block, or
those that the street being worked on drains to, shall be wrapped with a geotextile filter fabric. The fabric shall
allow water to flow through, but shall prevent the passage of silts, dirt, clay stone and other construction
debris. The fabric shall be wrapped over the top of the cover and extended under, such that when the cover is
placed back in the frame, the fabric is around the entire perimeter between the frame and cover.
During final clean-up of the area, the fabric shall be carefully removed, preventing any captured debris from
falling into the drainage structure. The fabric shall be inspected daily and repaired immediately to insure the
complete and consistent effectiveness of the erosion and sedimentation control.
MEASUREMENT AND PAYMENT
Payment for soil erosion and sedimentation control work will not be paid for separately but shall be included in
other work item unit rates.
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SPECIAL PROVISION FOR
CONCRETE PAVEMENT REPAIR
GENERAL
This work shall be in accordance with the MDOT 2012 Standard Specifications for Construction Section 601.
Portland Cement Concrete for Pavements, Section 602. Concrete Pavement Construction, Section 603. Concrete
Pavement Restoration, MDOT Standard Plans R-39-K, R-41-H and R-44-F, and as set forth herein. The work
shall consist of saw cutting as necessary for removal of existing concrete pavement, preparation of sub base,
placing horizontal dowels, placing concrete, joints, finishing, curing and sealing. Sections of concrete
pavement repair, with or without integral curb, may range from four (4) foot wide, partial or full street width, to
sections over one hundred (100) feet long, partial or full street width. Where multi-lane patches are required,
they shall be constructed on a lane-at-a-time basis so that traffic may be maintained.
If directed by the Engineer, a “2.5 Foot Full Depth Concrete Centerline Repair” shall be constructed in
accordance with the attached Special Provision 12RC603-A370-03 2.5 Foot Full Depth Concrete Centerline
Repair.
NOTIFICATION
The contractor shall be responsible for notification of residents occupying dwellings and businesses along the
line of the work. Forty eight (48) hours prior to the start of work, the Contractor shall give notice to each
dwelling, business or address, in writing, of the work to be performed. This notification shall consist of; name
of project; anticipated start date; estimated duration including final cleanup and restoration; brief explanation of
work to be performed; explanation of and request for cooperation with respect to traffic flow and parking;
company name, address, contact person and phone number; and thank you for cooperation.
The Contractor shall also post the street in front of each dwelling or address where construction will take place
the day prior to the start of such work. The notification shall: advise of impending work the following day;
request to clear the street; notify of loss of access for period of time.
CONCRETE
Mix, mixing and delivery shall be in accordance with the 2012 MDOT Standard Specification Section 601
Portland Cement Concrete for Pavements. Material and construction methods shall conform to these
requirements unless otherwise noted herein.
Concrete Grade shall be MDOT P1, with a slump of four (4) inches, and having an entrained air content of not
less than five and one half (5½) percent nor more than eight (8) percent.
CONSTRUCTION
When removing existing concrete pavement, the pavement shall be removed to an existing joint, or saw cut to a
true line with a vertical face along the lines as marked or directed by the Engineer. The pavement shall be saw
cut full depth into existing concrete, or as directed by the Engineer. Intermediate saw cuts shall be made as
required by Section 603, referenced above. The removal shall be such that there will be no disturbance and/or
damage to sections of pavement which are to remain in place. All damaged or undermined pavement caused by
the Contractors operations shall be removed and replaced at the Contractor's expense. The use of a crane and
ball type breaking equipment will not be allowed. Pavement removal shall be accomplished with a rubber-tired
hydraulic ram or as specified in Section 603 of the MDOT Standard Specifications.
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Where subgrade corrections are required due to undesirable or unstable soil conditions as determined by the
Engineer, the removal of material and placement of fill shall be performed in accordance with MDOT Section
205, and paid for as Subgrade Undercutting, Type II.
All replacement concrete pavement shall be doweled or anchored to the existing concrete pavement as set forth
on MDOT Standard Plans R-39-K and R-44-F, except as modified herein. All longitudinal and transverse
anchors shall be epoxy coated #5 deformed bars, 1’ – 6” long, spaced at 30” on center, grouted into 1” diameter
holes.
Manholes, inlets and other structures shall be set to grade and alignment prior to or during placement of
concrete. All structures shall be cleaned thoroughly to permit adhesion of the concrete. All utility structures
within the area to be paved shall have a filter fabric installed over and completely around the cover.
All expansion, transverse and longitudinal joints shall be restored. Transverse joints within partial width cuts
shall be restored to match the joint in adjacent lanes. Transverse joints in full street width repair sections shall
be spaced a minimum of fifteen (15) feet on center. Longitudinal and transverse joints abutting and within the
pavement repair sections shall be sealed by saw cutting and filling with hot poured rubber asphalt per MDOT
Specification Section 602.03.S. and Section 603.03.D.
Integral curb shall be constructed monolithic with the pavement slab. The curb material shall be placed before
the pavement has started its initial set, and shall be of the same mix and shall conform in all respects to the
requirements for concrete in the pavement.
Unless otherwise approved by the Engineer, forms will be required when constructing integral curb. The curb
concrete shall be vibrated sufficiently to eliminate all voids, and tamped to bring the mortar to the surface. The
face and top of the curb shall be finished smooth and true to line, grade and cross section. No more troweling
than necessary to obtain the desired result shall be done. Any visible areas of honeycomb or minor defects
occurring on the back of the integral curb after forms are removed shall be filled with mortar, composed of one
part Portland cement and two parts of fine aggregate from the same source as used in the pavement, applied
with a wooden float. Immediate steps shall be taken by the Contractor to correct the conditions contributing to
these defects.
Curing shall comply with the 2012 MDOT Standard Specification 602.03.M.
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MEASUREMENT AND PAYMENT
All material, labor and equipment required for constructing concrete pavement repair as specified herein and
marked by the Engineer shall be paid for under the unit rates bid for as follows:
Pavt Repr, Rem, Modified, shall include all labor, equipment and material to perform the concrete pavement
removal work, including all saw cutting and intermediate saw cuts.
Pavt Repr, Nonreinf Conc, __ inch, with Integral Curb, Modified, shall include all labor, material and
equipment to place the concrete pavement repair areas including integral curb, all joints, concrete material,
finishing, curing and joint sealing.
Pavt Repr, Nonreinf Conc, __ inch, Modified, shall include all labor, material and equipment to place the
concrete pavement repair areas including all joints, concrete material, finishing, curing and joint sealing.
Lane Tie, Epoxy Coated, Modified, shall include all labor, material and equipment to install longitudinal and
transverse anchors.
Pay Item Pay Unit
Pavt Repr, Rem, Modified Square Yard
Pavt Repr, Nonreinf Conc, 7 inch, with Integral Curb, Modified Square Yard
Pavt Repr, Nonreinf Conc, 8 inch, with Integral Curb, Modified Square Yard
Pavt Repr, Nonreinf Conc, 9 inch, with Integral Curb, Modified Square Yard
Pavt Repr, Nonreinf Conc, 7 inch, Modified Square Yard
Pavt Repr, Nonreinf Conc, 8 inch, Modified Square Yard
Pavt Repr, Nonreinf Conc, 9,10,11,12 inch, Modified Square Yard
Lane Tie, Epoxy Coated, Modified Each
Subgrade Undercutting, Type II Cubic Yard
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SPECIAL PROVISIONS FOR
CONSTRUCTION OF CURB AND CURB AND GUTTER
GENERAL
The work consists of removing and replacing concrete curb and concrete curb and gutter in accordance with
Section 204 and Section 802 of the 2012 MDOT Standard Specifications for Construction and as specified
herein.
MATERIALS
All materials used in the construction of curb and curb and gutter shall be in accordance with Section 802.02 of
the 2012 MDOT Standard Specifications for Construction and as specified herein.
CONSTRUCTION
This work consists of removing curb and integral curb and gutter, where the adjoining pavement or sidewalk
remains. When the curb is integral with the pavement, saw cutting of pavement two and one half (2.5) feet from
the back of the curb shall be required.
Construct a separate type curb per MDOT Standard Plan R-30-G, Detail E4, with a top curve radius of 1”, and
batter to match existing adjacent curb. No horizontal reinforcement or anchor shall be required.
Construct concrete curb and gutter per MDOT Standard Plan R-30-G, Detail C5. Thickness shall match the
thickness of the existing abutting pavement. No horizontal reinforcement shall be required. Curb and gutter
shall be anchored to existing concrete pavement as specified in the Special Provisions For Concrete Pavement
Repair and shall be paid for as Lane Tie, Epoxy Coated, Modified.
Backfill base material removed with concrete curb or integral curb and gutter as specified in Section 204.03.C
to the level necessary for new curb or curb and gutter. The cost of all backfill material or any other approved
material is included in the unit price of the pay items for new curb or new curb and gutter, and will not be paid
separately.
Backfill other area around curb with material excavated from site only if approved by the Engineer. Selected
excavated material, suitable for backfill, will be free from rubbish or debris, organic matter, large stones,
concrete fragments, or other road material, lumber, tree roots, or branches. In general, selected excavated
material to be suitable for backfill will be restricted to excavated topsoil, sand or crumbly clay. Blue clay is not
considered a suitable backfill material. If there is not sufficient selected excavated material on the project, the
contractor shall provide the needed fill material and no additional payment will be made for providing this
backfill.
Restore areas disturbed, to their original condition. Existing lawn areas shall be restored with like replacement.
No separate payment will be made for such restoration but is considered part of work item.
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MEASUREMENT AND PAYMENT
The completed work as described herein for the removal and replacement of concrete curb and concrete curb
and gutter will be measured by the foot. The contract unit price will be payment in full for furnishing all
materials, labor and equipment necessary to remove and construct the curb or curb and gutter as specified.
Pay Item Unit
Curb, Rem Foot
Curb and Gutter, Rem Foot
Curb, Conc, Det E4, Modified Foot
Curb and Gutter, Conc, Det C5, Modified Foot
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SPECIAL PROVISIONS FOR
SIDEWALKS AND DRIVEWAYS
GENERAL
This special provision covers the removal and replacement of sidewalks and driveways.
CONSTRUCTION
This item of work includes removing the concrete sidewalks and driveways, with or without HMA overlay,
backfilling, compacting, and grading of the disturbed area, and construction of concrete sidewalk and driveway.
The concrete sidewalk and driveway shall be removed in accordance with the MDOT Standard Specifications
for Construction, Section 204, Removing Miscellaneous Structures and Materials.
Concrete sidewalk and driveway, of the thickness specified, shall be constructed in accordance with Section 803
of the 2012 Michigan Department of Transportation Standard Specifications for Construction.
Sidewalk cross slopes shall be between 1% and 2%, sloping towards the street.
The contractor shall stamp all concrete with a legible stamp bearing the name of the company and the year of
construction. The stamp shall be placed at the first and last flag of sidewalk placed. No sidewalk construction
shall commence without a Contractor’s stamp on site.
Restore lawn areas disturbed beyond sidewalk and driveway repair limits to its original conditions. No separate
payment will be made for such restoration, but is considered part of the work item.
MEASUREMENT AND PAYMENT
“Sidewalk, Rem”, shall include all labor, equipment and material required for the removal of concrete sidewalks
and driveways, regardless of the thickness, shall be measured in square yards.
“Sidewalk, Conc, __ inch”, shall include all labor, equipment and material necessary to complete the
installation of new concrete sidewalk or driveway and shall be measured in square feet.
Pay Item Pay Unit
Sidewalk, Rem Square Yard
Sidewalk, Conc, 4 inch Square Feet
Sidewalk, Conc, 6 inch Square Feet
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SPECIAL PROVISIONS FOR
SIDEWALK ADA RAMP AND
DETECTABLE WARNING SURFACE
GENERAL
This special provision covers construction of ADA sidewalk ramp with detectable warning surface.
The work consists of constructing ADA sidewalk ramp and/or retrofitting ramp with detectable warning surface
in accordance with the applicable provisions of Section 803 of the 2012 MDOT Standard Specifications for
Construction and the current MDOT Standard Plan (Special Detail) R-28-J.
Complete this work in conformance with the American with Disability Act (ADA) provisions as applicable.
MATERIAL
The Detectable Warning Surface color shall be “safety yellow”, Federal Color Number 33538, unless otherwise
approved by the Engineer. The color shall be homogeneous throughout the tile. The tile shall be manufactured
by ADA Solutions, Inc., North Billerica, MA 01862, or approved equal.
CONSTRUCTION
Construct sidewalk ramp(s), landings flares and detectable warning surface according to MDOT Standard Plan
(Special Detail) R-28-J, included in these Specifications. The Detectable Warning Surface installation shall
also comply with the manufacturer’s instructions.
The curb and gutter section at the bottom of the ramp (ramp opening) shall be a full depth curb with a minimum
depth of 12 inches, and shall be 18 inches from the back of curb to abutting pavement. The curb shall be
anchored to the existing concrete pavement as specified in the Special Provisions For Concrete Pavement
Repair and shall be paid for as Lane Tie, Epoxy Coated, Modified.
It is also the Contractor’s responsibility to incorporate any changes made to the ADA accessibility requirements
that may take effect prior to the start date of actual construction. If the Contractor determines that any changes
significantly alter the original bid cost, the Contractor may submit a written request to the Engineer or his
representative for approval and compensation. Include a cost comparison between the original bid cost and the
cost of the ADA required changes in the request.
The contractor shall stamp all concrete sidewalk ramps with a legible stamp bearing the name of the company
and the year of construction. The stamp shall be placed on the first and last flag of a length sidewalk ramp
placed, except for the flag containing the warning surface. No sidewalk or ramp construction shall commence
without a Contractor’s stamp on site.
Restore lawn areas disturbed beyond sidewalk ramp repair limits to its original conditions where the change in
grade is one (1) inch or less. No separate payment will be made for such restoration, but is considered part of
the work item.
Where grade changes are greater than one (1) inch, follow the restoration requirements as specified in the
Special Provisions for Lawn Restoration.
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Any ramps constructed under this Contract that do not meet the current MDOT Sidewalk Ramp Standard Plans
and the latest ADA accessibility requirements will be removed and replaced by the Contractor, as directed by
the Engineer or his representative, at the Contractor’s expense.
MEASUREMENT AND PAYMENT
The completed work as described herein for “Sidewalk Ramp, ADA __ inch” and “Detectable Warning
Surface”, will be measured by as square feet and feet respectively. The contract unit price will be payment in
full for furnishing all materials, labor and equipment necessary to construct the ADA ramp and curb and
warning surface.
Pay Item Pay Unit
Sidewalk Ramp, ADA, 6 inch Square Feet
Sidewalk Ramp, ADA, 4 inch Square Feet
Detectable Warning Surface Feet
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SPECIAL PROVISION FOR
UTILITY STRUCTURE ADJUSTMENT,
RECONSTRUCTING STRUCTURES AND COVER REPLACEMENT
GENERAL
The work consists of adjusting utility structures in accordance with the applicable provisions of Section 403 of
the 2012 Michigan Department of Transportation (MDOT) Standard Specifications for Construction, except as
modified herein. All storm and sanitary catch basin, inlet and manhole structures, and water gate wells and
valve boxes within areas of pavement to be removed and replaced shall be adjusted, raised or lowered as
required, so that the covers meet the new pavement elevations, and sealed as specified herein.
MATERIALS
Materials used in the adjustment and reconstruction of utility structures shall be as specified in Section 403.
Drainage Structures, of the 2012 MDOT Standard Specifications for Construction, and as follows:
“WrapidSeal Manhole Encapsulation System” as manufactured by CANUSA
“Infi-Shield” as manufactured by Sealing Systems Incorporated
“CS-212 Exterior Joint Wrap” as manufactured by Concrete Sealants, Inc.
Or Approved Equals
EJIW – 00104014 or 00104010 (as determined to with a cover)
EJIW – 001040029 1040AGS Taylor Storm, bolting or no bolting
EJIW – 001040028 1040AGS Taylor Sanitary, bolting or no bolting
EJIW – 001040030 1040AGS Taylor Water
EJIW – 00500074B01 Taylor
CONSTRUCTION
Existing structures and covers shall be adjusted to the proper elevation in accordance with Section 403 of the
2012 MDOT Standard Specifications for Construction, except as modified herein.
Remove an area of pavement and curb around the structure. The frame and cover shall be carefully removed
and the upper portion of the existing utility structure repaired as necessary and raised or lowered as
required. The frame and cover shall then be reset on the adjusted structure so constructed as to hold them
firmly in place and reset on a full mortar bed so as to fit the required new pavement grade and cross section.
An external sealing system shall be installed adhering to the structure casting and the precast concrete, block or
brick of the structure. Installation shall be in conformance with the manufactures specifications and
procedures. The sealing system shall extend down and cover the top one (1) foot of the structure precast
concrete, brick or block.
Replace surrounding concrete pavement, curb, curb and gutter, or sidewalk to match existing grades or to the
required new pavement grade and cross section.
When the existing frames and covers are unacceptable for reuse as determined by the Engineer, new frames and
covers shall be furnished and installed as specified herein. Any reusable frame and cover damaged by the
Contractor shall be replaced by the Contractor at no cost to the City. The frames and covers that are not to be
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used on the work shall become property of the Contractor and shall be promptly removed from the jobsite and
properly disposed of.
Where the structure is in need of repair, in excess of the adjustment limits set forth herein, the existing structure
shall be broken down to solid structural material and rebuilt from that point up with new materials to the
required new pavement elevations.
MEASUREMENT AND PAYMENT
The completed work as described for adjusting or reconstructing structure will be measured as units and will be
paid for at the Contract Unit Price, which price will be payment in full for furnishing all materials, equipment
and labor; excavation, backfilling, disposal of surplus material, removal of all debris and foreign material from
the structure (including the sump); adjusting the structure and cover to the required new pavement grade and
cross section, with the existing or new cover; sealing; and providing access to all structures for inspection, as
directed by the Engineer.
Removal and replacement of concrete pavement, curb, curb and gutter, and sidewalk shall be paid separately at
the Contract Unit Rates for those items of work.
Structure damage, due to the Contractors operations shall be repaired at the Contractors expense.
“Dr Structure Cover, Adj. Case 1, Modified” shall include the above described work necessary to raise or lower
the existing catch basin, manhole or gate well rim elevation involving adjustment, and including the repair or
replacement of brick or block to a depth of less than or equal to twelve (12 inches, including mortar, regardless
of whether or not it is necessary to remove a cone section to accommodate the rim elevation adjustment.
“Dr Structure, Adj, Add Depth, Case 1, Modified” shall include the above described work necessary to repair or
replace the existing catch basin, manhole or gate well structure of blocks or bricks in excess of twelve (12)
inches below top of structure. Measurement shall be per foot of repair or replacement of brick or block
exceeding twelve (12) inches.
“Drainage Structure Cover, Modified” shall include the furnishing and installation of catch basin, gate well and
manhole structure covers of the appropriate type.
“Water Shutoff, Adj, Case __, Modified” shall include the above described work necessary to raise or lower the
existing structure and cover of water shutoff boxes.
Pay Item Pay Unit
Dr Structure Cover, Adj, Case 1, Modified Each
Drainage Structure Cover, Modified Each
Dr Structure, Adj, Add Depth, Case 1, Modified Foot
Water Shutoff, Adj, Case 1, Modified Each
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SPECIAL PROVISIONS FOR CONSTRUCTION OF
DRAINAGE STRUCTURES
GENERAL
The work shall consist of constructing manhole and catch basin structures to the size and type, as shown on the
City of Taylor Standard Storm Water Detail Drawings ST-1 and ST-2, to the line and elevation of final grade,
of Portland cement concrete block masonry, brick masonry or precast concrete units (with or without steel
reinforcement as provided); furnishing and placing metal frames and covers; removal of existing drainage
structures; installation of storm drainage pipe, and shall include complete restoration of any disturbed lawns or
grassy areas.
MATERIALS
The materials used for constructing storm sewer manholes and catch basins shall conform to the requirements of
the 2012 MDOT Standard Specifications Section 403.02 Materials, unless otherwise specified herein.
Backfill for storm sewer manholes and catch basins shall be Class IIIA granular material as specified in Table
902.3 of the 2012 MDOT Standard Specifications.
Pavement subgrade backfill shall be Class II or 21A aggregate and shall conform to the Michigan Department
of Transportation 2012 Standard Specifications for Construction, Section 902.05
Gray Iron Castings shall be as specified in Section 908.05. Gray Iron Castings of the 2012 MDOT Standard
Specifications for Construction, and as specified herein. The structure frames, covers and assemblies shall be as
specified in the Special Provision for Utility Structure Adjustment, Reconstructing Structures and Cover
Replacements.
Drainage structure sealing shall be as specified in the Special Provision for Utility Structure Adjustment,
Reconstructing Structures and Cover Replacements.
Storm drainage pipe shall be as specified on the City of Taylor Standard Storm Water Detail Drawings ST-1
and ST-2.
CONSTRUCTION
Manholes and Catch Basins shall be constructed in accordance with Section 403.03 Construction, of the 2012
MDOT Standard Specifications, and the City of Taylor Standard Storm Water Detail Drawings ST-1 and ST-2
unless otherwise specified herein.
The Contractor shall comply with all Federal, State, and local laws and regulations governing construction
methods and the furnishing and use of all safeguards, safety devices, protective equipment, and pollution
controls. It shall be the Contractor’s responsibility to protect, as reasonably necessary, the life and health of all
personnel on the job, the safety and health of the public, and to protect property during the construction of the
project.
Pavement, curbs, sidewalks and driveways which are required to be removed, shall be removed as specified in
the applicable sections of the 2012 MDOT Standard Specifications for Construction. Pavement, curbs,
sidewalks and driveways shall be sawed in straight lines parallel or perpendicular to the line of work or
removed to the nearest joint and shall be limited to the minimum area necessary to do the required underground
work. Any broken or damaged walks or driveways shall not be patched but shall be entirely replaced.
Excavation for constructing manholes and catch basins shall conform to Section 206.03.A of the 2012 MDOT
Standard Specification for Construction unless otherwise specified herein.
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Backfilling for structures shall be as specified in Section 401.03.D of the 2012 MDOT Standard
Specifications. The Backfilling around structures shall not begin any sooner than 12 hours after the structure
has been completed, except precast structures which may be backfilled immediately.
Excavation shall be made in such a manner so as to protect the side walls from caving in, and so as not to incur
damage to either private or public property. Excavated material shall be hauled away from the trench area
continually as part of the trenching operation.
Excavation beyond the minimum dimensions specified or shown on the Plans, when not so directed by the
Engineer, will be deemed unauthorized, and the space of excess excavation shall be filled in the same manner as
specified above at no increase in Contract Price.
Adequate pumping equipment and drainage facilities shall be provided and maintained to dewater the work
area, and water entering the work from whatever source shall be promptly removed and properly disposed
of. All required pumping and drainage shall be done without damage to adjacent property or structures, or to
the operations of other contractors, and without interference with the rights of public or private owners or
pedestrian and vehicular traffic.
Bottoms for structures may be of precast units or poured in place concrete and shall be supported by a
compacted six (6) inch granular base. If the bottoms are poured in place, they shall be allowed to set for 24
hours before placing masonry or otherwise working on top of it.
Manhole and catch basin base slabs shall have a nominal diameter and thickness, and be reinforced, as shown
on the City of Taylor Standard Storm Water Detail Drawings ST-1 and ST-2.
All ground surfaces shall be left by the Contractor in essentially as good condition as before manhole or catch
basin removal or construction started and any pavements, sidewalks, trees, or other things damaged or destroyed
on account of the removal or construction shall be repaired, replaced, or settled for at the Contractor’s expense
unless otherwise noted.
Where called for on the Plans or as directed by the Engineer, manholes and catch basins shall be removed,
disposed of, and backfilled as specified in Section 203 Removing Drainage Structures, Culverts and Sewers of
the 2012 MDOT Standard Specifications for Construction.
The metal frames, covers, and grates on existing manholes and catch basins that are to be reused shall be
carefully removed to prevent damage. Any reusable casting damaged by the Contractor shall be replaced with a
new casting without additional cost to the City. All salvaged castings that are not to be used on the work shall
become the property of the Contractor and shall be promptly removed from the job site.
Storm water drainage piping shall be installed in accordance with the City of Taylor Standard Storm Water
Detail Drawings ST-1 and ST-2.
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MEASUREMENT AND PAYMENT
The completed work as described for constructing new “Manholes”, “Catch Basins” and “Inlets” of the size and
type specified will be measured as Drainage Structure units, and will be paid for at the Contract unit price per
each. This price shall be full compensation for all labor, equipment, materials, excavation, including removal
and disposal of all materials encountered, openings, and backfilling, required to complete the construction as
specified herein.
The unit price for Dr Structure, Add Depth, 8 foot to 15 foot, of the diameter required includes the cost of the
drainage structure portions greater than 8 feet deep, but no greater than 15 feet deep.
Drainage Structure Cover unit prices shall include the furnishing and installation of the manhole, catch basin
and inlet covers of the appropriate type.
Storm water drainage piping shall be installed as specified herein and shall be paid for at the Contract unit price
per linear foot for all material, equipment and labor required to complete the installation of piping.
Pavement removal and replacement, when required will be paid for separately.
Pay Item Pay Unit
Dr Structure, 24 inch dia, Each
Dr Structure, 48 inch dia, Each
Dr Structure, 60 inch dia, Each
Dr Structure, 72 inch dia, Each
Dr Structure, Add Depth of 24 inch dia, 8 foot to 15 foot Foot
Dr Structure, Add Depth of 48 inch dia, 8 foot to 15 foot Foot
Dr Structure, Add Depth of 60 inch dia, 8 foot to 15 foot Foot
Dr Structure, Add Depth of 72 inch dia, 8 foot to 15 foot Foot
Dr Structure Cover, Modified Each
Dr Structure, Rem Each
12” Storm Drain Pipe Linear Foot
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SPECIAL PROVISION FOR
PRIVATE UTILITY STRUCTURE ADJUSTMENTS
GENERAL
All DTE, MICHCON and ATT utility structures, hand holes, and roadway valve boxes located in street
pavement or sidewalk pavement being repaired, removed and replaced shall be adjusted as necessary by the
Utility Owner, or their representative. The Contractor shall contact the specific Utility Owner thirty (30) days
prior to concrete pavement or sidewalk placement to co-ordinate the adjustment required to the structure to meet
the proposed grades.
All DTE, MICHICON and ATT utility structures shall be adjusted and sealed as specified in the Special
Provision for Utility Structure Adjustment, Reconstructing Structures and Cover Replacement.
MEASUREMENT AND PAYMENT
All material, labor and equipment required to adjust to grade DTE, MICHCON and ATT utility structures, hand
holes, and roadway valve boxes located in street pavement or sidewalk pavement being repaired, removed and
replaced shall be paid for under the unit rates bid for unless work is performed by the Utility Owner:
Pay Item Pay Unit
Dr Structure Cover, Adj, Case 1, Modified, Utility Each
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SPECIAL PROVISIONS FOR
DRAINAGE STRUCTURE CLEANING AND SEWER LEAD CLEANING
GENERAL
The work of drainage structure cleaning consists of cleaning existing catch basins and storm sewer manholes in
the area of the project where directed by the Engineer. The work of storm sewer cleaning consists of cleaning
storm sewer lines leading from catch basins and manholes.
CONSTRUCTION
When necessary and as directed by the Engineer, the work shall be performed in accordance with Section
403.03.G of the 2012 MDOT Standard Specifications for Construction and as modified herein.
Cleaning shall be by high velocity hydro-cleaning (jetting). Mechanical cleaning shall only be used when
authorized by the Engineer. Contractor shall take precautions to protect the sewer lines from damage. No
debris shall be accumulated on site except in totally enclosed containers approved by the Engineer. All material
deposits shall be removed from site and disposed of at an approved location.
Some of the catch basins, manholes and storm sewers may be completely filled. The Engineer shall determine
actual condition and necessity for cleaning prior to cleanout. Cleaning shall restore 90% of the pipe's carrying
capacity.
Jet and clean storm sewer lines from the catch basin or manhole a distance of twenty (20) feet.
MEASUREMENT AND PAYMENT
"Dr Structure Cleaning, Modified" will consist of cleaning catch basins and storm sewer manholes, and shall be
paid for at the contract unit price each, and will include all equipment and labor necessary to clean each catch
basin or manhole, including installation of bulkheads as necessary and hauling away and disposing of any waste
and debris generated.
"Dr Structure Lead, Cleaning, Modified" consists of cleaning storm sewer lines leading from catch basins and
manholes, and shall be paid for at the contract unit price per foot which will include payment for furnishing all
equipment and labor to clean storm sewer lines regardless of size, temporary bulkheads, and hauling away and
disposing of any waste and debris generated.
Pay Item Pay Unit
Dr Structure Cleaning, Modified Each
Dr Structure Lead, Cleaning, Modified Foot
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SPECIAL PROVISIONS FOR
LAWN RESTORATION
GENERAL
This shall apply when areas of concrete sidewalk or driveway pavement are to be removed but not replaced, and
along new concrete ADA sidewalk replacement where the grade between the new concrete and the abutting
lawn has been changed greater than one (1) inch. The work shall consist of furnishing and installing topsoil,
permanent seeding, or hydroseeding, mulch and fertilizer in accordance with the requirements of Section 816
Turf Establishment and Section 917 Turf and Landscape Materials of the 2012 Michigan Department of
Transportation Standard Specifications for Construction and as modified herein.
MATERIAL
For seeding, or hydroseeding, the seed mixture shall be THM (Turf Loamy to Heavy) as specified in Section
917, Table 917-1.
The chemical fertilizer nutrient shall meet the requirements specified in Subsection 917.10.B.1, Class A Water
Soluble Fertilizer.
Mulching shall be straw mulch blankets per 917.15.B.2.b., with anchoring material in accordance with Section
917.15.C.5.
CONSTRUCTION
Restoration of lawn areas abutting the curb disturbed by concrete pavement or curb and gutter repair, and
sidewalk or driveway replacement, shall follow these Specifications. Payment for this work shall be included in
the work item unit rate and will not be paid for separately.
Providing and placing topsoil shall be in accordance with Section 816.03.A. Seed shall be sown in accordance
with Section 816.03.C.1 by broadcasting, or using the hydroseeding method, in accordance with Table
816.1. Fertilizer shall be applied as set forth in Section 816.03.B. Mulch blankets shall be installed and
anchored in accordance with Section 816.03.H.
Restore areas where concrete has been removed and will not be replaced with topsoil of the depth required to
bring the area level with the surrounding grade, compact and seed, or hydroseed, in accordance with 2012
MDOT Standard Specification Section 816.03, unless otherwise specified herein. Before the topsoil is placed,
the subsurface shall be cleaned of all miscellaneous concrete, stones or other debris. Trim areas of existing
lawn to provide neat continuous areas of new planting.
When ADA sidewalk ramps are constructed and the grade differential between the existing abutting lawn and
new concrete ramp is greater than one (1) inch, the ground shall be cut and leveled creating a grade transition
slope from the top of the new concrete ramp to undisturbed lawn. The grade transition shall be a minimum of
sixteen (16) inches in width for up to a four (4) inch grade differential, to a maximum of thirty two (32) inches
in width for grade differentials greater than four (4) inches.
If during this re-grading, the existing material is determined to be unsuitable for planting growth, the material
shall be removed to a depth of two (2) inches and topsoil shall be placed. Before the topsoil is placed, the
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subsurface shall be cleaned of all miscellaneous concrete, stones or other debris. Trim areas of existing lawn to
provide neat continuous areas of new planting.
MEASUREMENT AND PAYMENT
“Topsoil Surface, Furn, __ inch, Modified” shall be measured in place by area in square yards and will be paid
for at the contract unit price per square yard which shall be payment in full for furnishing all labor, equipment,
and materials, including grading, topsoil backfill, seed, mulch and chemical fertilizer nutrient, complete to
restore the lawn as specified herein.
“ADA Ramp Restoration” shall be measured in place by area in square yards and will be paid for at the contract
unit price per square yard which shall be payment in full for furnishing all labor, equipment, and materials,
including grading, topsoil backfill, seed, mulch and chemical fertilizer nutrient, complete to restore the lawn as
specified herein.
Pay Item Pay Unit
Topsoil Surface, Furn, 4 inch, Modified Square Yards
Topsoil Surface, Furn, 6 inch, Modified Square Yards
ADA Ramp Restoration Square Yards
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SPECIAL PROVISIONS FOR
PROJECT CLEAN-UP
GENERAL
The Contractor shall provide cleaning/sweeping services on all street, sidewalk, alley and driveway surfaces of
the work site, and on all adjoining streets, sidewalks, alleys, driveways within one hundred (100) feet of the
work site, to remove all dust, dirt and other debris deposited on the surfaces as a result of the construction
activity. The contractor shall remove all dirt and construction debris from the abutting lawn areas. This shall
be performed on a weekly basis, or more frequently if conditions warrant.
The sweeping of the street and alley surfaces shall be performed with a self-propelled sweeper equipped with
pickup attachments and curb brushes. The equipment shall have a dust control filtration system in addition to
utilizing water to control the dust and dirt.
Upon completion of portions of work, and before final acceptance of the work, the Contractor shall remove all
temporary buildings or other structures built by him, all false work, excavated material, surplus materials, and
rubbish of all kinds from the grounds which he has occupied, and shall leave the line of work in a neat, clean
condition satisfactory to the Engineer. The Contractor shall remove all machinery and equipment from the
right-of-way.
The Contractor shall replace, renew or restore; in an acceptable manner, all property, both public and private,
which may have been damaged during the prosecution of the work. The Contractor shall replace fences, signs,
mailboxes, sprinkler heads and/or lines, or other necessary appurtenances, which have been temporarily
removed or damaged.
The Contractor shall thoroughly clean all sewers, manholes, catch basins, and other structures affected by his
operations whether within or outside of the limits of his work upon leaving that particular work site. The
Contractor shall use a “vactor” or other similar equipment suited for this work, or subcontract with a contractor
specializing in this work, to properly perform the work. A written report shall be submitted to the City upon
completion of the cleaning containing, at a minimum, type of structure, location of structure and date of
cleaning.
MEASUREMENT AND PAYMENT
Payment for project clean up will not be paid for separately but shall be included in other work item unit rates.
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HOLD HARMLESS FOR SUPPLY CONTRACTS
Bidder and/or supplier and/or contractor, agrees to indemnify, defend, and save harmless the City of Taylor, their
employees, agents and consultants, from and against all loss and expense including, but not limited to, fees and
charges of all kinds, including attorneys, and other professionals and court and arbitration costs if applicable by reason
of any and all liability asserted or imposed upon the City of Taylor, their employees, agents and consultants for
damages because of personal injury, including bodily injury, death at any time resulting there from, sustained by person
or persons and/or on account of damage to property, including loss of use thereof, arising out of or in consequence of
the performance of this work and/or supply of any materials, whether such injuries to persons or damage to property is
due or claimed to be due, to negligence of the bidder and/or supplier and/or contractor, their subcontractors, their
suppliers, the City of Taylor, and their employees, agents, and consultants, except only such injury or damage as shall
be occasioned by the sole negligence of the City of Taylor, their employees, agents or consultants.
Signed_________________________________________________________
Title___________________________________________________________
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EXHIBIT A
INSURANCE REQUIREMENTS
35
170
36
171
EXHIBIT B
37
172
EXHIBIT B
Title VI
38
173
39
174
40
175
EXHIBIT C
MDOT R-28-I COT AMENDMENT
41
176
42
177
43
178
44
179
45
180
46
181
47
182
48
183
EXHIBIT D
Standard Storm Sewer Details
ST-1 and ST-2
49
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50
185
51
186
187
2025 ASPHALT PAVEMENT RESURFACING CONTRACT "BID TAB"
BIDNET RFP - 022825-001 (03-04-2025 TO 03-27-2027)
Als' Asphalt Paving (#1) Ajax Paving Industries (#2) Florence Cement (#3) Proline Asphalt Paving (#4) R & R Asphalt (#5) Hutch Paving, Inc. (#6) Cadillac Asphalt (#7)
Item # Description Unit of Measure Estimated Quantity
Unit Price ($) Total Unit Price ($) Unit Price ($) Total Unit Price ($) Unit Price ($) Total Unit Price ($) Unit Price ($) Total Unit Price ($) Unit Price ($) Total Unit Price ($) Unit Price ($) Total Unit Price ($) Unit Price ($) Total Unit Price ($)
1 Cold Milling HMA Surface SYD 83850 $3.50 $293,475.00 $5.44 $456,144.00 $4.40 $368,940.00 $4.40 $368,940.00 $4.25 $356,362.50 $3.20 $268,320.00 $4.00 $335,400.00
2 Cold Milling HMA Surface, Modified SYD 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00
3 Edge Trimming LFT 200 $0.25 $50.00 $10.00 $2,000.00 $8.00 $1,600.00 $10.00 $2,000.00 $5.00 $1,000.00 $1.00 $200.00 $5.00 $1,000.00
4 Conditioning Existing Pavement, Modified TON 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00
5 Subgrade Undercutting, Type II CYD 100 $32.00 $3,200.00 $80.00 $8,000.00 $54.00 $5,400.00 $100.00 $10,000.00 $105.00 $10,500.00 $80.00 $8,000.00 $80.00 $8,000.00
6 HMA Leveling, 4E1 TON 8250 $106.00 $874,500.00 $109.25 $901,312.50 $116.50 $961,125.00 $113.00 $932,250.00 $116.00 $957,000.00 $136.00 $1,122,000.00 $130.00 $1,072,500.00
7 HMA Wearing, 5E1 TON 4950 $108.00 $534,600.00 $122.75 $607,612.50 $121.00 $598,950.00 $123.00 $608,850.00 $125.00 $618,750.00 $139.00 $688,050.00 $150.00 $742,500.00
8 HMA Shoulder, Modified TON 50 $110.00 $5,500.00 $175.00 $8,750.00 $115.00 $5,750.00 $350.00 $17,500.00 $200.00 $10,000.00 $160.00 $8,000.00 $177.00 $8,850.00
9 Repair Existing HMA Pavement SYD 20 $40.00 $800.00 $100.00 $2,000.00 $59.00 $1,180.00 $200.00 $4,000.00 $200.00 $4,000.00 $95.00 $1,900.00 $470.00 $9,400.00
10 Repair HMA Pavement, Utility Repair SYD 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00
11 Repair HMA Pavement with Concrete Base, Utility Repair SYD 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00
12 Repair HMA Driveway and Approach, Utility Repair SYD 20 $90.00 $1,800.00 $100.00 $2,000.00 $53.00 $1,060.00 $200.00 $4,000.00 $200.00 $4,000.00 $95.00 $1,900.00 $468.00 $9,360.00
13 Excavation, Earth CYD 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00
14 Aggregate Base, 8 Inch TON 100 $20.00 $2,000.00 $50.00 $5,000.00 $34.50 $3,450.00 $100.00 $10,000.00 $52.00 $5,200.00 $41.00 $4,100.00 $40.00 $4,000.00
15 Aggregate Base, 1” x 3”, 4 Inch TON 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00
16 HMA Parking Lot Leveling Course TON 3200 $101.00 $323,200.00 $107.25 $343,200.00 $126.00 $403,200.00 $110.00 $352,000.00 $121.00 $387,200.00 $130.00 $416,000.00 $183.00 $585,600.00
17 HMA Parking Lot Wearing Course TON 1975 $101.00 $199,475.00 $113.25 $223,668.75 $124.00 $244,900.00 $123.00 $242,925.00 $123.00 $242,925.00 $132.00 $260,700.00 $190.00 $375,250.00
18 HMA Parking Lot Repair, 3” Depth SYD 200 $32.00 $6,400.00 $70.00 $14,000.00 $41.00 $8,200.00 $70.00 $14,000.00 $75.00 $15,000.00 $60.00 $12,000.00 $146.00 $29,200.00
19 HMA Parking Lot Repair, Greater Than 3” Depth SYD 200 $36.00 $7,200.00 $130.00 $26,000.00 $56.00 $11,200.00 $100.00 $20,000.00 $150.00 $30,000.00 $60.00 $12,000.00 $153.00 $30,600.00
20 Curb Vertical, HMA, Modified LFT 200 $7.00 $1,400.00 $15.00 $3,000.00 $31.00 $6,200.00 $25.00 $5,000.00 $15.00 $3,000.00 $80.00 $16,000.00 $25.00 $5,000.00
21 Aggregate Base, 6 Inch TON 100 $20.00 $2,000.00 $50.00 $5,000.00 $29.00 $2,900.00 $100.00 $10,000.00 $52.00 $5,200.00 $48.00 $4,800.00 $39.00 $3,900.00
22 Aggregate Base, 1” x 3”, 4 Inch TON 50 $22.00 $1,100.00 $75.00 $3,750.00 $32.50 $1,625.00 $100.00 $5,000.00 $67.50 $3,375.00 $45.00 $2,250.00 $60.00 $3,000.00
23 HMA Path Leveling Course TON 200 $115.00 $23,000.00 $140.00 $28,000.00 $132.00 $26,400.00 $175.00 $35,000.00 $200.00 $40,000.00 $140.00 $28,000.00 $190.00 $38,000.00
24 HMA Path Wearing Course TON 125 $115.00 $14,375.00 $150.00 $18,750.00 $125.00 $15,625.00 $205.00 $25,625.00 $250.00 $31,250.00 $142.00 $17,750.00 $200.00 $25,000.00
25 Shoulder, Cl II TON 200 $26.00 $5,200.00 $65.00 $13,000.00 $37.50 $7,500.00 $80.00 $16,000.00 $65.00 $13,000.00 $150.00 $30,000.00 $90.00 $18,000.00
26 HMA, Path Repair, 3” Depth SYD 100 $29.00 $2,900.00 $50.00 $5,000.00 $64.00 $6,400.00 $100.00 $10,000.00 $100.00 $10,000.00 $0.00 $0.00 $146.00 $14,600.00
27 HMA, Path Repair, Greater Than 3” Depth SYD 100 $30.00 $3,000.00 $90.00 $9,000.00 $64.00 $6,400.00 $120.00 $12,000.00 $175.00 $17,500.00 $0.00 $0.00 $153.00 $15,300.00
28 Dr Structure Cover, Adj, Case 1, Modified EACH 30 $275.00 $8,250.00 $1,450.00 $43,500.00 $642.00 $19,260.00 $1,500.00 $45,000.00 $1,750.00 $52,500.00 $950.00 $28,500.00 $1,350.00 $40,500.00
29 Dr Structure, Adj, Add Depth, Case 1, Modified LFT 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00
30 Water Shutoff, Adj, Case 1, Modified EACH 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00
31 Dr Structure Cover, Adj, Case 1, Modified, Utility EACH 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00
32 Dr Structure, 24 Inch Dia EACH 1 $2,500.00 $2,500.00 $3,100.00 $3,100.00 $2,053.00 $2,053.00 $3,500.00 $3,500.00 $3,250.00 $3,250.00 $5,500.00 $5,500.00 $3,000.00 $3,000.00
33 Dr Structure, 48 Inch Dia EACH 1 $4,000.00 $4,000.00 $3,600.00 $3,600.00 $3,635.00 $3,635.00 $4,000.00 $4,000.00 $6,250.00 $6,250.00 $6,500.00 $6,500.00 $4,150.00 $4,150.00
34 Dr Structure, 60 Inch Dia EACH 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00
35 Dr Structure, 72 Inch Dia EACH 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00
36 Dr Structure, Adj, Add Depth of 24 Inch Dia, 8 Foot to 15 Foot LFT 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00
37 Dr Structure, Adj, Add Depth of 48 Inch Dia, 8 Foot to 15 Foot LFT 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00
38 Dr Structure, Adj, Add Depth of 60 Inch Dia, 8 Foot to 15 Foot LFT 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00
39 Dr Structure, Adj, Add Depth of 72 Inch Dia, 8 Foot to 15 Foot LFT 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00
40 Dr Structure Cover, Modified EACH 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00
41 Dr Structure, Rem EACH 2 $250.00 $500.00 $1,150.00 $2,300.00 $1,066.00 $2,132.00 $1,500.00 $3,000.00 $1,250.00 $2,500.00 $2,750.00 $5,500.00 $640.00 $1,280.00
42 12” Storm Drain Pipe LFT 100 $82.00 $8,200.00 $115.00 $11,500.00 $104.00 $10,400.00 $130.00 $13,000.00 $105.00 $10,500.00 $105.00 $10,500.00 $100.00 $10,000.00
43 Pavt Repr, Rem, Modified SYD 3700 $18.00 $66,600.00 $24.00 $88,800.00 $26.50 $98,050.00 $24.00 $88,800.00 $35.00 $129,500.00 $25.00 $92,500.00 $45.00 $166,500.00
44 Pavt Repr, Nonreinf Conc, 7 inch, with Integral Curb, Modified SYD 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00
45 Pavt Repr, Nonreinf Conc, 8 inch, with Integral Curb, Modified SYD 3500 $70.00 $245,000.00 $54.00 $189,000.00 $57.00 $199,500.00 $54.00 $189,000.00 $80.00 $280,000.00 $98.00 $343,000.00 $52.00 $182,000.00
46 Pavt Repr, Nonreinf Conc, 7 inch, Modified SYD 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00
47 Pavt Repr, Nonreinf Conc, 8 inch, Modified SYD 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00
48 Pavt Repr, Nonreinf Conc, 9 inch, Modified SYD 200 $75.00 $15,000.00 $66.50 $13,300.00 $94.00 $18,800.00 $67.00 $13,400.00 $85.00 $17,000.00 $92.00 $18,400.00 $58.00 $11,600.00
49 Pavt Repr, Nonreinf Conc, 10 inch, Modified SYD 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00
50 Pavt Repr, Nonreinf Conc, 11 inch, Modified SYD 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00
51 Pavt Repr, Nonreinf Conc, 12 inch, Modified SYD 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00
52 Lane Tie, Epoxy Coated, Modified EACH 350 $10.00 $3,500.00 $6.00 $2,100.00 $22.00 $7,700.00 $6.00 $2,100.00 $15.00 $5,250.00 $15.00 $5,250.00 $13.00 $4,550.00
53 Sidewalk, Rem SYD 150 $13.00 $1,950.00 $65.00 $9,750.00 $48.00 $7,200.00 $65.00 $9,750.00 $15.00 $2,250.00 $18.00 $2,700.00 $20.00 $3,000.00
54 Sidewalk, Conc, 4 inch SFT 900 $11.00 $9,900.00 $14.25 $12,825.00 $8.00 $7,200.00 $15.00 $13,500.00 $10.00 $9,000.00 $9.00 $8,100.00 $8.00 $7,200.00
55 Sidewalk, Conc, 6 inch SFT 200 $12.00 $2,400.00 $15.75 $3,150.00 $10.00 $2,000.00 $17.00 $3,400.00 $12.00 $2,400.00 $11.00 $2,200.00 $8.00 $1,600.00
56 Sidewalk Ramp, ADA, 4 inch SFT 100 $11.00 $1,100.00 $14.25 $1,425.00 $10.00 $1,000.00 $15.00 $1,500.00 $22.00 $2,200.00 $17.00 $1,700.00 $9.00 $900.00
57 Sidewalk Ramp, ADA, 6 inch SFT 50 $12.00 $600.00 $15.75 $787.50 $10.00 $500.00 $17.00 $850.00 $24.00 $1,200.00 $19.00 $950.00 $9.00 $450.00
58 Detectable Warning Surface LFT 150 $69.00 $10,350.00 $45.00 $6,750.00 $50.00 $7,500.00 $50.00 $7,500.00 $48.00 $7,200.00 $80.00 $12,000.00 $69.00 $10,350.00
59 Topsoil Surface, Furn, 4 inch, Modified SYD 200 $6.00 $1,200.00 $7.00 $1,400.00 $0.00 $0.00 $12.00 $2,400.00 $14.00 $2,800.00 $9.00 $1,800.00 $10.00 $2,000.00
60 Topsoil Surface, Furn, 6 inch, Modified SYD 3500 $7.00 $24,500.00 $5.00 $17,500.00 $10.00 $35,000.00 $11.00 $38,500.00 $18.00 $63,000.00 $11.00 $38,500.00 $10.00 $35,000.00
61 ADA Ramp Restoration SYD 50 $13.00 $650.00 $20.00 $1,000.00 $0.00 $0.00 $100.00 $5,000.00 $16.00 $800.00 $40.00 $2,000.00 $10.00 $500.00
62 Linear Feet - Crack and Joint Fill LFT 200 $0.70 $140.00 $4.50 $900.00 $11.50 $2,300.00 $30.00 $6,000.00 $2.00 $400.00 $0.75 $150.00 $6.00 $1,200.00
63 Square Feet - Seal Coat SFT 500 $0.09 $45.00 $3.00 $1,500.00 $1.00 $500.00 $12.00 $6,000.00 $2.00 $1,000.00 $0.20 $100.00 $10.00 $5,000.00
64 Pavt Makg, Waterborne 4-inch Yellow LFT 1000 $0.05 $50.00 $0.75 $750.00 $1.20 $1,200.00 $1.50 $1,500.00 $1.00 $1,000.00 $1.10 $1,100.00 $2.00 $2,000.00
65 Pavt Makg, Waterborne 4-inch White LFT 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00
66 Pavt Makg, Waterborne 6-inch White LFT 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00
67 Pavt Mrkg, Waterboard 24-inch Stop Bar LFT 200 $0.07 $14.00 $6.00 $1,200.00 $6.00 $1,200.00 $8.00 $1,600.00 $10.00 $2,000.00 $15.00 $3,000.00 $6.00 $1,200.00
$2,711,624.00 $3,101,325.25 $3,115,135.00 $3,164,390.00 $3,367,262.50 $3,491,920.00 $3,828,440.00
03-28-2025 CLG
188
Budget & Finance Dept.
Invitation for Bid Purchasing Manager: RM
23555 Goddard Road
City of Taylor Taylor, MI 48180
734-374-1459
Bid Number: Bid Title:
RFP-022825-001 2025 Asphalt Pavement Resurfacing Program
Date Issued: Project Manager:
March 4, 2025 City Engineer. Christopher Gibbs, M.B.A., P.E.
Deadline for Questions: Telephone:
Email: cgibbs@ci.taylor.mi.us
March 18, 2025 @ 10:00 AM 734-287-6500 Ext. #8
Bid Submission Date and Time: City Contact:
March 27, 2025 @ 10:00 AM Christopher Gibbs, M.B.A., P.E
Bid Opening Date and Time: Telephone:
Email: cgibbs@ci.taylor.mi.us
March 27, 2025 @ 10:00 AM 734-287-6500 Ext. #8
You are invited to participate in this Invitation for Bid. Please submit your bid response in conformance
with the instructions specified herein.
By submitting a bid response, the bidder agrees and promises to sell, furnish, and deliver to the City all
commodities and services contained in this Invitation for Bid for which a contract is awarded by the City.
The bidder shall fully perform the contract in accordance with the all specifications, terms and conditions,
and requirements contained in the Invitation for Bid and shall comply with all applicable provisions of the
City of Taylor, Purchasing Policies, made a part of the Invitation for Bid and contract by reference.
Written acceptance of the bidder's bid response by the City, by issuance of a purchase order or contract,
constitutes a binding contract made and entered into by and between the City of Taylor, acting through the
Purchasing Department named above, and the bidder named below:
Bidder Company Name:
Street Address:
P.O. Box: City: State: Zip Code:
Toll Free Telephone: Telephone: Fax:
Federal I.D. or Social Security No.: E-Mail:
Type or Print Name of Person Signing: Title:
Authorized Signature:
Acceptance (For City Use Only)
Bid response accepted and contract awarded.
By____________________________________________Title_________________________________
Signature ______________________________________Date ________________________________
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Mailing Instructions
Mail a completed and signed Invitation for Bid response in a sealed envelope to the address listed below.
Bid responses received after the date and time specified on the cover sheet of this Invitation for Bid will be
rejected. Address the envelope containing your response in the following manner:
BID NUMBER - RFP-022825-001
BID OPENING DATE - 3/27/2025
CITY OF TAYLOR
CITY CLERK’S OFFICE
23555 GODDARD ROAD
TAYLOR, MI 48180
Bidder Checklist. Have you remembered to
1. Review all instructions, terms, conditions, and specifications to ensure your bid response
complies?
2. Prepare your price: products to be used and services to be rendered?
3. Indicate whether you can meet the delivery date indicated on the cover sheet?
4. Complete the “Cover Sheet”, sign and submit with bid package?
5. Complete the “Service Representative” section and submit with bid package?
6. Sign the “Accepts to comply with Insurance Requirements” document, submit with bid package?
7. Complete the “Project Specification” page, sign and submit three (3) copies with bid package?
8. Mark the envelope as indicated above?
Bidder’s Instructions
1. Addition of Terms and Conditions. Additional terms and conditions submitted with a bid response
are of no effect unless accepted in writing by the Purchasing Department. Bids with any additional
terms and conditions may be rejected as non-responsive.
2. Assistance to Bidders with a Disability. Bidders with a disability that need an accommodation must
contact the Purchasing Agent prior to the deadline for receipt of bids so that reasonable accommodation
can be made.
3. Bid Held Firm. Bids are not awarded at the bid opening. Bid responses will be firm for 30 days,
unless otherwise specified by the Purchasing Agent in writing.
4. Bid Opening. All bids received by the time and date of the bid opening will be publicly opened by the
City Clerk’s Office, with the attendance of the Purchasing Agent at the location indicated on the cover
sheet of this solicitation. Interested parties are invited to attend the bid opening.
5. Bid Results. Bidders desiring a copy of the bid results are instructed to include a self-addressed,
stamped, envelope with their bid response. Bid results will be mailed when an award decision is made.
Bidders may also obtain bid results or arrange to review the bid file by contacting the Purchasing
Department.
6. Corrections. The bidder’s authorized representative must initial any corrections and alterations (i.e.
erasures, whiteouts, correction tape, etc.) made to the bid response. Those bid responses with
corrections and alterations that are not initialed are subject to confirmation by the Purchasing Agent.
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7. Definitions:
Bidder Any person or firm submitting a competitive bid in response to a solicitation.
Bid Results A summary of all bid responses received and the award results
Bid Response The executed document submitted by a bidder in response to a solicitation.
Contractor Any person or firm having a contract with a governmental body.
Solicitation The process of notifying prospective bidders that the City wishes to receive
bids for furnishing goods and services.
8. Facsimile Bids. Bid responses faxed to the City will be rejected. Bids may be faxed to a third party
who will put it in a properly-addressed envelope and deliver it to the Purchasing Department before the
date and time specified in the solicitation.
9. Late Bids. It is the bidder’s responsibility to ensure that a bid response is physically deposited with
the City Clerk’s Office prior to the date and time specified for the opening. Late bid responses will not
be opened and will be rejected regardless of the degree of lateness or the reason.
10. Multiple Bids. Bidders may submit more than one bid in response to this solicitation. Each bid
submitted must comply in all aspects with the bid requirements and these instructions.
11. New Equipment and Materials. Unless otherwise indicated in the detailed specifications of this
solicitation, all equipment and materials shall be new and under current production for use in the United
States.
12. Packaging. All commodities and equipment are to be delivered and packaged strongly and securely
according to accepted commercial practices.
13. Prices, Currency. All prices must be in United States currency, (USD).
14. Pricing (Unit and Total Prices). The unit price is to be according to the unit of measurement specified
in the solicitation. In the event of mathematical differences between the unit price and extended total,
the unit price will prevail.
15. Protests. An interested party may protest the solicitation within seven days before the bid opening or
protest the Notice of Intent to Award within seven (7) days after receiving notice. Notice of award will
be issued only to those bidders who submitted responses to this IFB seven calendar days after award
or issuance of the Notice of Intent to Award. It will be assumed that all interested parties knew or
should have known all the facts surrounding the award.
16. Questions and Clarifications. All questions and requests for clarification regarding this solicitation
must be addressed to the City Engineer (cgibbs@ci.taylor.mi.us) referenced on the cover sheet of this
document. The requirements of this solicitation can only be altered by written amendment of the
solicitation. Verbal communications from whatever source are of no effect. Questions must be received
by the deadline specified on the cover sheet to allow the Purchasing Agent to issue any needed
amendments in sufficient time before the bid opening date (if applicable).
17. Review of the Bids. After the bid opening, bids become subject to the State of Michigan public records
laws. Interested parties may request public information and make arrangements to review the bid file
by contacting the City Clerk’s Office during normal working hours, between 9:00 a.m. and 5:00 pm.,
Monday through Friday, excluding holidays.
18. Rejection. The City reserves the right to reject any and all bids in whole or in part. Bid responses will
be rejected if:
The bid response is not legible.
The bid response is not completed as requested.
The bid response is faxed to the City.
The bid response is not responsive to the specifications or other requirements of the solicitation.
The bid response is received after the time and date specified.
The bidder was required to be registered as an approved vendor by the deadline for receipt of bids,
and failed to do so.
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The bidder is determined to be not responsible, in accordance with Section 3 of the City of Taylor,
Purchasing Policy.
19. Signature. The bidder submitting the bid response or that bidder’s duly authorized agent or
representative must sign the bid response manually in ink. The name and title of the person signing the
bid response must be typed or printed below the signature.
20. Specifications, Brand Name or Equivalent. Unless otherwise indicated in the detailed specifications
of this solicitation, the use of a specific brand name or make/model is for illustrative purposes only, and
the City will consider equivalent products. If a commodity or service put forth by a bidder is rejected as
not being equivalent, the Purchasing Agent will notify the bidder of the rejection.
21. Specifications, Compliance. All bids submitted in response to this Invitation for Bid must comply with
the specifications contained herein, and the successful bidder will be held responsible. Noncompliance
with specifications is grounds for rejection of the bid response. Bidders who desire to submit
commodities or services that deviate from these specifications or have any objections to the
specifications stated herein must contact the Purchasing Agent in writing as soon as possible, so the
Purchasing Agent can determine whether the specifications need to be amended.
22. Taxes. The City does not pay sales tax or federal excise tax. The federal tax-free transaction number
and City sales tax exemption number is 38-6006926. The Purchasing Department will furnish a tax
exempt certificate upon request.
23. Withdrawal or changes to a bid response prior to the bid opening date and time. Before the bid
opening date and time, the bidder’s authorized representative may withdraw or change a bid response
by making a written request to the Purchasing Agent.
24. Withdrawals after the bid opening date and time. After the opening, no changes may be made to
the bid response. The bidder may make a written request to withdraw the bid response, subject to
approval by the Purchasing Department. Bidders repeatedly withdrawing bids after the opening date
may be removed from the City bidders list.
GENERAL CONTRACT TERMS AND CONDITIONS
1. Affirmative Action. The contractor will take affirmative action in complying with all Federal and State
requirements concerning fair employment and employment of the handicapped, and concerning the
treatment of all employees without regard to race, color, religion, sex, national origin or physical
handicap.
2. Applicable Law and Venue. This contract is governed by and construed in accordance with the laws
of the State of Michigan. Any action to enforce this contract must be brought in the District Court of
Wayne County, Michigan.
3. Assignments and Subcontracts. The contractor may not assign or otherwise transfer or delegate
any right or duty without the City’s express written consent. The contractor may enter into subcontracts
provided that the City has provided written consent and any such subcontractor acknowledges the
binding nature of this contract and incorporates this contract, including any attachments. The contractor
is solely responsible for the performance of any subcontractor. The contractor shall not have the
authority to contract for or incur obligations on behalf of the City. If the City refuses to approve a
subcontractor, the original contract holder shall be responsible for any damages financial or otherwise
for not fulfilling the contract obligations.
4. Binding Contract. The acceptance of a bid response in writing by the Purchasing Department or Entity
constitutes a contract between the bidder and the City. Written acceptance from the Purchasing
Department or Entity will be in the form of a purchase order, notification of award, or contract. Any oral
agreement or arrangement by a bidder with a City employee or Purchasing Department or Entity will
have no force or effect unless reduced to writing.
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5. Compliance with Laws. The contractor must, in performance of work under this contract, fully comply
with all applicable federal, state, or local laws, rules and regulations, including Title VI of the Civil Rights
Act of 1964. Any subletting or subcontracting by the contractor subjects subcontractors to the same
provision.
6. Compliance With Public Records Law. The contractor understands that, except for disclosures
prohibited under state open records laws related to confidentiality, in MCL §Act 442 of 1976 et seq.,
the City must disclose to the public upon request any records it receives from contractor. The contractor
further understands that any records which are obtained or generated by the contractor under this
contract, except for records that are confidential under in MCL §Act 442 of 1976 et seq., may, under
certain circumstances, be open to the public upon request under the Taylor open records law. The
contractor agrees to contact the City immediately upon receiving a request for information under the
open records law and to comply with the City’s instructions on how to respond to the request. Bid
responses are exempt records until the time and date of the bid opening.
7. Confidentiality. The contractor agrees not to use or disclose any information it receives from the City
under this contract that the City has previously identified as confidential or exempt from mandatory
public disclosure except as necessary to carry out the purposes of this contract or as authorized in
advance by the City. The City agrees not to disclose any information it receives from the contractor
that has previously been identified as confidential and which the City determines in its sole discretion
is protected from mandatory public disclosure under a specific exception to the State public records
law, in MCL §Act 442 of 1976 et seq.. The duty of the City and the contractor to maintain confidentiality
of information under this section continues beyond the term of this contract, or any extensions or
renewals of it.
8. Contract Amendment. After a binding contract has been entered into, no changes (i.e. substitution of
product or a price adjustment) may be made per City of Taylor Fiscal Year (Contract Year), unless prior
written approval has been obtained from the Purchasing Department or Entity. A Mutual Agreement is
required per the “Special Terms and Conditions - Contract Period” listed on page seven (7) of this
document for any contract year percentage unit cost increases or select unit cost increases applicable
to contract.
9. Inspection and investigations. The City reserves the right to conduct inspections and investigations
related to the bidder and offered commodities or services, including but not limited to the firm, its facility,
personnel, qualifications, and the commodities and/or services offered to make determinations
regarding compliance with the bid requirements and responsibility of the bidder.
10. Material and Workmanship. All material and workmanship shall be subject to inspection and testing
by the City either at: the point of manufacturer, place of storage, or upon receipt.
11. Payment Terms. Payment will normally be made within thirty days after delivery and acceptance of
commodities or services under this contract and receipt of a correct invoice. The city issued purchase
order number shall be the primary identification number utilized by the city in the tracking of orders and
processing of payments. A vendor’s failure to comply with the following two actions could result in a
delay of payment. (1) Vendors are required to visibly place the city issued purchase order number on
the invoice, (2) Vendors are required to submit the invoice directly to Central Purchasing.
12. Termination for lack of funding or authority. This contract shall become null and void, in total or in
part, should the City Council of the City of Taylor fail to appropriate funds for any or all departments,
which are committed to the terms of this contract. Any such contract termination shall be at no cost to
the City.
13. Termination of Contract
a. Termination without Cause. This contract may be terminated by mutual consent of both
parties, or by either party upon 30 days' written notice.
b. Termination for Lack of Funding or Authority. The City may terminate this contract effective
upon delivery of written notice to the contractor, or on any later date stated in the notice, under any of the
following conditions:
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1) If funding from federal, state, county, city, or other sources is not obtained and continued
at levels sufficient to allow for purchase of the services or supplies in the indicated
quantities or term. The contract may be modified by agreement of the parties in writing to
accommodate a reduction in funds.
2) If federal, state or local laws or rules are modified or interpreted in a way that the services
are no longer allowable or appropriate for purchase under this contract or are no longer
eligible for the funding proposed for payments authorized by this contract.
3) If any license, permit or certificate required by law or rule, or by the terms of this contract,
is for any reason denied, revoked, suspended or not renewed.
Termination of this contract under this subsection is without prejudice to any obligations or liabilities of either
party already accrued prior to termination.
c. Termination for Cause. The City by written notice of default to the contractor may terminate
the whole or any part of this contract:
1) Fails to begin the work within the time specified in the Contract;
2) Fails to perform the work with sufficient workers and equipment or with sufficient materials
to assure the prompt completion of said work;
3) Fails to perform the work in accordance with contract requirements or refuses to remove
and replace rejected materials or unacceptable work;
4) Discontinues the work;
5) Fails to resume work which has been discontinued within a reasonable time after notice
to do so;
6) Becomes insolvent or is declared bankrupt or commits any act of bankruptcy or
insolvency;
7) Allows any final judgment to remain unsatisfied for a period of 10 days;
8) Fails to comply with contract requirements regarding minimum wage payments;
9) Is a party to fraud; or
10) For any other cause whatsoever, fails to carry on the work in an acceptable manner.
11) Bidder subcontracts work without City Authorization
d. Termination, Deliveries. If the contract is terminated for any reason, the contractor is
responsible for delivery of all commodities and services ordered prior to the termination, unless those orders
had been canceled by the Purchasing Department or Entity
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SPECIAL TERMS AND CONDITIONS
1. Award. Award will be made to two responsible bidders with the per unit pricing most advantageous to the
City and is responsive to the specifications and all other requirements stated herein. The City of Taylor
maintains the right to assign projects to each successful bidders based on availability of each
contractor and available funding
2. Bid Selection. The bid winner will be selected following the applicable process under Section 4.8.12,
Bid Evaluation of the Purchasing Policy.
3. Pre-Qualification: In Compliance with Section 4.8.7 of the City Purchasing Policy Manual, the
requesting department may require the prequalification of vendors for the Formal Bid. The
prequalification process may add up to four weeks.
4. Bid Calculation: In the event that the bid is generated based on single unit price, the Bid Bond and
Performance Bond will be defined by the Central Purchasing Department based on historical data.
5. Bid Surety, Type Of. Each bid response must include five thousand ($5,000) bid surety, either in the
form of:
a certified check
a bank cashier's check
a money order
a corporate surety bond from a surety company authorized to do business in the City of Taylor
Each bid response must also include a copy of the original bid bond as well as a self-addressed return
envelope. Bid sureties of the non-successful bidders that are in the form of a certified check, bank
cashier’s check or a money order will be returned upon determination of award. The bid surety of the
successful bidder(s) will be returned upon the receipt of a completed contract bond and its approval by
the City.
6. Performance Bond. Prior to the start of any project, the contractor will be required to furnish a performance
bond in an amount equal to each individual project or the summation of projects per City of Taylor Fiscal
Year (Contract Year) approved by the director of public works or his designee that will guarantee compliance
with all terms of the bids and contract.
7. Contract Period. The contract or contracts issued as a result of this solicitation will be for a City of
Taylor Fiscal Year (July 1, 2025 – June 30, 2026), inclusive, with the option to extend for additional City
of Taylor Fiscal Year or renew the contract for a maximum of three (3) additional fiscal years, upon
mutual agreement between both the City of Taylor & Contractor, as set forth in a written amendment to
this contract. Any contract renewal/extension may include a mutually agreed percentage increase to all
or selected unit costs listed in this contract. The mutual agreement and unit cost increases (if
applicable) shall be in writing from the Contractor and approved by the City of Taylor
Administration/City Council.
8. F.O.B. Point and Freight. Delivery and passage of title under this contract shall be as follows.
Delivery will be F.O.B. Destination to the location specified on the cover page of the solicitation. The
freight is to be included in the price of the products. Title will pass to Purchasing Department or entity
upon delivery to the specified destination.
9. Descriptive Literature. The bidder’s response must include descriptive literature or detailed
manufacturer’s specifications for the specific equipment or commodities being offered. Bidders are
instructed to clearly mark the literature information that demonstrates compliance with the specification.
10. Indemnification and Insurance Requirements. Bidders must review the attached Risk Management
Appendix for indemnification and insurance requirements. The indemnification and insurance
provisions are incorporated and made part of this solicitation and the resultant final contract. Objections
to any of the provisions of the indemnification and insurance requirements must be made in writing to
the attention of the Purchasing Agent by the time and date set for receipt of questions. No alteration
of these provisions will be permitted without prior written approval from the Purchasing Department in
consultation with the Taylor Risk Management Director. Upon receipt of the Notice of Award, the
successful bidder must obtain the required insurance coverage and provide the Purchasing Agent with
proof of coverage prior to contract approval. The coverage must be satisfactory to the Purchasing
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Department, in consultation with the Taylor Risk Management Director. A bidder’s failure to provide
evidence of insurance coverage is a material breach and grounds for withdrawal of the award or
termination of the contract. Please see ( http://www.cityoftaylor.com/rfp )
11. Pricing. Pricing under this contract shall be as follows:
Firm Fixed. The total bid price is to include all discounts and deductions, and is to be less
federal and City taxes, for which exemption certificates will be furnished upon request. Pricing
shall be firm for the period of the contract. If an extension of the contract occurs, prices may
be adjusted to reflect the additional cost the vendor has incurred only if the vendor provides
documentation to prove they have incurred additional costs.
12. Purchasing Cards. The Purchasing Department may place orders by issuance of a purchase order
or may elect to place an order and make payment using a purchasing card. The contractor will accept
a purchasing card without passing the processing fees for the purchase card back to the Purchasing
Department or Entity.
13. Record of Sales. The contractor must maintain records of sales under the contract and furnish volume
of sales information to the Purchasing Department within thirty (30) days upon written request of the
Purchasing Department.
14. Reference Materials. The contractor will be required to furnish and distribute catalogs and price lists
to all using entities.
15. Servicing of the contract. The contractor will be required to furnish not less than two (2) copies of
catalogs, replacement data books, and price lists to using department. Also, the contractor will be
required to provide qualified sales personnel to periodically visit using entities to provide assistance
and guidance connected with contract item usage.
16. Service Representative. The contractor must provide a dedicated service representative to provide
support for this contract. The contractor shall provide the name and contact information for the service
provider. During the contract period, the contractor shall notify the Purchasing Agent in the event the
contractor’s service representative changes.
Name Of Service Representative:
Address Of Service Rep:
City & City & Zip Code
Phone Number:
Toll Free Number:
Fax Number:
E-Mail Address:
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HMA STREET RESURFACING AND REPAIR
PROPOSAL
The undersigned have made themselves familiar with the conditions under which it is to be constructed by
examination of the details and specifications, all of which are understood and accepted as being sufficient for
the purpose. The undersigned proposes to furnish of all labor, material, and equipment as specified and will
accept in payment thereof the following unit rates, and the payments will be based on unit prices given in the
proposal and quantities measured.
If this proposal is accepted, the undersigned further agrees to perform the work according to a mutually agreed
upon construction sequence and schedule to be determined at a Pre-Construction meeting held after all contracts
and bonds have been submitted, and to complete all work, unless shortage of material or other causes beyond
the Contractor’s control prohibit from doing so.
Are wages paid to employees prevailing wages or higher? Yes______ No ______
BID ITEMS AND UNIT RATES
Provide unit rates in words and numerals. Complete signature and information on Page 11.
Description Unit of Estimated Unit Price ($) Unit Price
Measure Quantity (Written)
Cold Milling HMA Surface SYD 83850.0
Cold Milling HMA Surface, Modified SYD 0.0
Edge Trimming LFT 200.0
Conditioning Existing Pavement, TON 0.0
Modified
Subgrade Undercutting, Type II CYD 100.0
HMA Leveling, 4E1 TON 8250.0
HMA Wearing, 5E1 TON 4950.0
HMA Shoulder, Modified TON 50.0
Repair Existing HMA Pavement SYD 20.0
Repair HMA Pavement, Utility Repair SYD 0.0
Repair HMA Pavement with Concrete SYD 0.0
Base, Utility Repair
Repair HMA Driveway and Approach, SYD 20.0
Utility Repair
Excavation, Earth CYD 0.0
Aggregate Base, 8 Inch TON 100.0
Aggregate Base, 1” x 3”, 4 Inch TON 0.0
HMA Parking Lot Leveling Course TON 3200.0
HMA Parking Lot Wearing Course TON 1975.0
HMA Parking Lot Repair, 3” Depth SYD 200.0
HMA Parking Lot Repair, Greater Than SYD 200.0
3” Depth
Curb Vertical, HMA, Modified LFT 200.0
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Aggregate Base, 6 Inch TON 100.0
Aggregate Base, 1” x 3”, 4 Inch TON 50.0
HMA Path Leveling Course TON 200.0
HMA Path Wearing Course TON 125.0
Shoulder, Cl II TON 200.0
HMA, Path Repair, 3” Depth SYD 100.0
HMA, Path Repair, Greater Than 3” SYD 100.0
Depth
Dr Structure Cover, Adj, Case 1, EACH 30.0
Modified
Dr Structure, Adj, Add Depth, Case 1, LFT 0.0
Modified
Water Shutoff, Adj, Case 1, Modified EACH 0.0
Dr Structure Cover, Adj, Case 1, EACH 0.0
Modified, Utility
Dr Structure, 24 Inch Dia EACH 1.0
Dr Structure, 48 Inch Dia EACH 1.0
Dr Structure, 60 Inch Dia EACH 0.0
Dr Structure, 72 Inch Dia EACH 0.0
Dr Structure, Adj, Add Depth of 24 Inch LFT 0.0
Dia, 8 Foot to 15 Foot
Dr Structure, Adj, Add Depth of 48 Inch LFT 0.0
Dia, 8 Foot to 15 Foot
Dr Structure, Adj, Add Depth of 60 Inch LFT 0.0
Dia, 8 Foot to 15 Foot
Dr Structure, Adj, Add Depth of 72 Inch LFT 0.0
Dia, 8 Foot to 15 Foot
Dr Structure Cover, Modified EACH 0.0
Dr Structure, Rem EACH 2.0
12” Storm Drain Pipe LFT 100.0
Pavt Repr, Rem, Modified SYD 3700.0
Pavt Repr, Nonreinf Conc, 7 inch, with SYD 0.0
Integral Curb, Modified
Pavt Repr, Nonreinf Conc, 8 inch, with SYD 3500.0
Integral Curb, Modified
Pavt Repr, Nonreinf Conc, 7 inch, SYD 0.0
Modified
Pavt Repr, Nonreinf Conc, 8 inch, SYD 0.0
Modified
Pavt Repr, Nonreinf Conc, 9 inch, SYD 200.0
Modified
Pavt Repr, Nonreinf Conc, 10 inch, SYD 0.0
Modified
Pavt Repr, Nonreinf Conc, 11 inch, SYD 0.0
Modified
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Pavt Repr, Nonreinf Conc, 12 inch, SYD 0.0
Modified
Lane Tie, Epoxy Coated, Modified EACH 350.0
Sidewalk, Rem SYD 150.0
Sidewalk, Conc, 4 inch SFT 900.0
Sidewalk, Conc, 6 inch SFT 200.0
Sidewalk Ramp, ADA, 4 inch SFT 100.0
Sidewalk Ramp, ADA, 6 inch SFT 50.0
Detectable Warning Surface LFT 150.0
Topsoil Surface, Furn, 4 inch, Modified SYD 200.0
Topsoil Surface, Furn, 6 inch, Modified SYD 3500.0
ADA Ramp Restoration SYD 50.0
Linear Feet - Crack and Joint Fill LFT 200.0
Square Feet - Seal Coat SFT 500.0
Pavt Makg, Waterborne 4-inch Yellow LFT 1000.0
Pavt Makg, Waterborne 4-inch White LFT 0.0
Pavt Makg, Waterborne 6-inch White LFT 0.0
Pavt Mrkg, Waterboard 24-inch Stop LFT 200.0
Bar
SIGNED: __________________________________________________________
BY: __________________________________________________________
(Printed Name and Title)
COMPANY: _________________________________________________________
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HMA PAVEMENT RESURFACING AND REPAIR
GENERAL CONSTRUCTION PROCEDURES AND SCHEDULE
GENERAL
The work shall be performed on HMA paved streets, parking lots and pathways in the City of Taylor and shall
consist of, but not be limited to: (1) removing existing HMA pavements; (2) repairing miscellaneous areas of
HMA pavement deterioration and restoration of utility repair areas; (3) preparing the existing HMA, concrete or
aggregate base as specified herein; (4) constructing new, adjusting and/or reconstructing existing drainage and
other public utility structures; (5) furnishing and constructing and repairing HMA pavement; (6) sidewalk
removal and replacement, including ADA crosswalks ramps; (7) traffic control, restoration and clean-up.
PRECONSTRUCTION MEETING
A meeting will be held in the City of Taylor Department of Public Services, 25605 Northline Road, following
submittal of contract, bonds and insurance, between the Engineer and his representatives, and the successful
bidder, and his subcontractors. The purpose of this meeting will be to review the specifications and work areas
and to prepare a mutually agreeable construction schedule which will adhere to the time frames set forth herein.
CONSTRUCTION TIME FRAMES
The length of time from the first construction activity on a particular street to the final clean-up shall be no
longer than thirty (30) calendar days.
No construction debris shall be stored on the streets longer than two (2) days unless otherwise noted below or
approved by the Engineer.
Cleanup and disposal of miscellaneous HMA millings, paving spillage or other construction debris shall be
removed from streets, parking lots, pathways, sidewalks, driveways and lawn areas the same day as deposited.
Miscellaneous concrete overspill from concrete street, curb, sidewalk or driveway construction shall be
removed, and any honeycombing or voids at back of curbs shall be purged smooth within seven (7) days of
concrete placement.
Service walks, sidewalks, ADA ramps and other concrete work shall be started and prosecuted regularly and
uninterruptedly until that particular street is complete.
Five (5) days after completion of finished concrete flat work on a particular project area, the affected areas shall
be backfilled and compacted, seeded, and clean up completed.
Construction barricades, barrels, signage and notifications shall be removed from the work areas within two (2)
days of the completion of backfill and restoration operations.
NOTIFICATION
The Contractor shall provide notification to residents of pending street resurfacing, residential approach,
sidewalk and ADA ramp reconstruction activities a minimum of 48 hours in advance of such work. The notice,
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SPECIAL PROVISIONS FOR
Seal Coating and Crack Sealing
Seal Coating
Power clean and remove any debris caused by crack sealing operation.
Power Clean and remove debris.
Neutralize oil spots where necessary.
Install 2 coats of latex modified coal tar emulsion. Three pounds of silica sand per gallon of emulsion.
Coating to be installed by pressure truck.
Crack Fill
Remove all vegetation, moisture and debris by using hot compressed air lance. Power routing of cracks where
needed.
Seal cracks and joints with hot applied joint sealant. Sealant to perform to ASTM-D-6690-A Standards.
Cracks to be sealed using over band method.
Power clean and remove any debris caused by crack sealing operation.
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SPECIAL PROVISIONS FOR
TRAFFIC MAINTENANCE AND CONTROL
GENERAL
All traffic control devices as required for this project shall conform to the design, material, color, and
fabrication requirements as specified on the plans or in the current edition of the Michigan Manual of Uniform
Traffic Control Devices and the Michigan Department of Transportation 2012 Standard Specifications for
Construction, Section 812.
The Contractor shall furnish, erect, maintain and remove upon completion of the work, all traffic control
devices, barricades and lights within the project and around the perimeter of the project for the safety of
pedestrian and vehicular and pedestrian traffic. This includes, but is not limited to, advance, regulatory, and
warning signs, barricades and channelizing devices at intersecting streets on which traffic is to be maintained,
barricades at the ends of the project and at right-of-way lines for intersecting streets which are to be partially
closed or closed to traffic, along with barricades, signs, and lights at the intersection of these streets to be
partially closed or closed with the first usable street on each side of the project. Traffic regulators, where
required, are included. Barricades shall effectively bar vehicular traffic from driving onto the work site,
barricades shall be used and maintained in good repair at all times during progress of the work and shall be
opened only for construction purposes and public emergency.
Barricades for all parts of the work shall be erected and maintained by the Contractor so as to prevent personal
and property damages of all description. Any damages from traffic or other causes occurring previous to the
official acceptance of the work shall be repaired by the Contractor.
The Contractor shall be responsible for the posting/signing of work areas to alert residents of up-coming work
at a minimum of 48 hours in advance of the start of the work. The property owners, business customers and
emergency vehicles shall be assured of access to all properties. At no time shall any street be closed down to
local traffic (temporary or permanent) without prior approval from the City of Taylor. Moving of parked
vehicles which interfere with the prosecution of work will be the responsibility of the Contractor.
The City of Taylor may perform maintenance work within or adjacent to the streets being repaired. These
maintenance crews will coordinate their operations with the City Engineer to minimize the interference to the
Contractor. No additional payment will be made to the Contractor for the joint use of the traffic control items.
Provisions for the protection of pedestrians shall be maintained at all times. Walks, driveways and entrances to
buildings shall not be unnecessarily blocked. Vehicular access shall be maintained to all commercial properties
designated by the Engineer.
Side streets shall not be closed to through traffic except as approved by the Engineer. Interference with traffic
at all cross-streets must be held to a minimum during the time required for construction.
MEASUREMENT AND PAYMENT
“Traffic Maintenance and Control”, including all labor, traffic control devices, material and equipment required
to provide construction traffic control per these Specifications will not be paid for separately, but shall be
included in the unit rates of other work items.
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SPECIAL PROVISIONS FOR
EROSION AND SEDIMENTATION CONTROL
GENERAL
This Special Provision covers the protection of storm drainage structures and systems from the effects of
erosion and sedimentation from construction activities entering into the system during the course of the work.
MATERIAL
Materials shall be as specified in Section 208.02 Materials of the 2012 MDOT Standard Specifications for
Construction.
CONSTRUCTION
Erosion and sedimentation control shall be in accordance with Section 208.03.C.08 of the 2012 MDOT
Standard Specifications for Construction, and as follows.
Prior to starting work on a particular project, all drainage structure covers on that parking lot, street or block, or
those that the parking lot or street being worked on drains to, shall be wrapped with a geotextile filter
fabric. The fabric shall allow water to flow through, but shall prevent the passage of silts, dirt, clay stone and
other construction debris. The fabric shall be wrapped over the top of the cover and extended under, such that
when the cover is placed back in the frame, the fabric is around the entire perimeter between the frame and
cover.
During final clean-up of the area, the fabric shall be carefully removed, preventing any captured debris from
falling into the drainage structure. The fabric shall be inspected daily and repaired immediately to insure the
complete and consistent effectiveness of the erosion and sedimentation control.
MEASUREMENT AND PAYMENT
Payment for soil erosion and sedimentation control work will not be paid for separately but shall be included in
other work item unit rates.
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UTILITY COORDINATION
GENERAL
The Contractor shall cooperate and coordinate construction activities with the owners of utilities as stated in
Section 104.08 of the 2012 MDOT Standard Specifications for Construction. In addition, for the protections of
underground utilities, the contractor shall follow the requirements in Section 107.12 of the 2012 MDOT
Standard Specifications for Construction. Contractor delay claims, resulting from a utility, will be determined
based upon Section 109.05.E of the 2012 MDOT Standard Specifications for Construction.
For the protection of underground utilities and in conformance with Public Act 53, the Contractor shall call
“Miss Dig” at 1-800-482-7171 a minimum of three (3) working days, excluding Saturdays, Sundays and
Holidays, prior to beginning excavation or pavement removal activities. The Contractor shall be responsible for
notifying utilities that may not be a part of the “Miss Dig” system.
PUBLIC UTILITIES
The following public utilities have facilities located within the City of Taylor Right-of-way:
Utility Telephone Number
City of Taylor - Water and Sewers 734-374-1373
DTE Energy 313-235-5632
DTE Energy (MichCon) 800-338-0178
AT&T 734-523-7797
Comcast 248-359-6582
Fiber Technologies Networks, LLC 800-497-5578
123.Net, Inc. 248-228-8243
Level 3 Communications, LLC 248-359-2527
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SPECIAL PROVISION FOR HMA SURFACE REMOVAL
GENERAL
This work shall consist of removing HMA pavement surface by use of cold-milling equipment to prepare the
foundation for HMA paving per Section 501.03 of the 2012 Michigan Department of Transportation (MDOT)
Standard Specifications for Construction and as specified herein.
CONSTRUCTION
The Contractor shall schedule the cold-milling operation so that entire lane width of the roadway is cold milled
between road terminus limits before switching over to other lane/side. This is required to avoid having a vehicle
travel over milled surface on one side and normal pavement surface other side. The milling shall follow the
street pavement width.
The street HMA surface shall be milled to a minimum depth of four (4) inches. It will be the Contractor's
responsibility to establish the finish or final grade on all streets milled and resurfaced to ensure a positive
drainage to existing drainage structures and/or drainage ditches.
The Contractor shall neatly cut the transverse joint at the limits of the milling at intersection shoulders and
terminus limits smooth and vertical to form a neat, smooth and vertical surface to place the new HMA surface
against. The limits will be established by the Engineer.
At the end of the day, the Contractor shall place a wedge, a minimum of six (6) feet wide, the full length of all
transverse joints at intersections to provide a smooth transition onto and off of the milled surface.
MEASUREMENT AND PAYMENT
The completed work for Cold Milling HMA Surface will be measured in square yards and paid for at the
contract unit price for the contract pay item. The price shall be payment in full for all equipment, material and
labor required for the removal of the HMA material, establishing finish or final grade for positive drainage, and
wedging for longitudinal and transverse transition joints when required, to the depth specified herein, and for
transportation and disposal of the removed material.
The trimming of transverse joints at intersection limits of removal shall be paid for by the foot trimmed as per
MDOT pay item “Edge Trimming”.
Pay Item Pay Unit
Cold Milling HMA Surface Square Yard
Edge Trimming Foot
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SPECIAL PROVISION FOR
HMA OVERLAY SURFACE REMOVAL
DESCRIPTION
This work shall consist of removing HMA pavement surface over a concrete base by use of cold-milling
equipment to prepare the foundation for HMA overlays per Section 501.03 of the 2012 Michigan Department of
Transportation (MDOT) Standard Specifications for Construction and as specified herein.
CONSTRUCTION
The Contractor shall schedule the cold-milling operation so that entire lane width of the roadway is cold milled
between road terminus limits before switching over to other lane/side. This is required to avoid having a vehicle
travel over milled surface on one side and normal pavement surface other side.
The street HMA surface shall be milled a minimum 3-1/2” deep to a maximum 5-1/2” deep, or to the the top of
the existing concrete base.
The Contractor shall neatly cut the transverse joint at the limits of the milling at intersection shoulders and
terminis limits smooth and vertical to form a neat, smooth and vertical surface to place the new HMA surface
against. The limits will be established by the Engineer.
The milled surfaces shall be cleaned and swept including joints, cracks, shoulders, base courses and leveling
courses.
At the end of the day, the Contractor shall place a wedge, a minimum of 6 feet wide, the full length of all
transverse and longitudinal joints at intersections where milling is greater than 2 inches in depth, to provide a
smooth transition onto and off of the milled surface.
MEASUREMENT AND PAYMENT
The completed work for Cold Milling HMA Surface, Modified, will be measured in square yards and paid for at
the contract unit price for the contract pay item. The price shall be payment in full for all equipment, material
and labor required for the removal of the HMA material, pavement cleaning and wedging for longitudinal and
transverse transition joints when required, to the depth specified herein and for transportation and disposal of
the removed material.
The trimming of transverse joints at intersection limits of removal shall be paid for by the foot trimmed as per
MDOT pay item “Edge Trimming”.
Pay Item Pay Unit
Cold Milling HMA Surface, Modified Square Yard
Edge Trimming Foot
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SPECIAL PROVISION FOR CONDITIONING EXISTING HMA,
CONCRETE PAVEMENT AND AGGREGATE BASE
GENERAL
This work covers the conditioning of existing HMA pavement to receive HMA paving, the repair of the
aggregate base under the HMA surface, and the repair of existing concrete pavement bases to receive an HMA
overlay.
This work shall be in accordance with Subsection 501.03.C of the 2012 Michigan Department of Transportation
Standard Specifications for Construction including Removing HMA Patches, Joint and Crack Clean Out, Hand
Patching, and Repairing Pavement Joints and Cracks, Detail 7, and, shall include the application of bond coat as
required.
MATERIAL
The HMA material shall be as specified in Section 501.02. HMA shall also be as set forth in the Special
Provision for HMA Application.
Subgrade fill material shall be as specified in Section 205.02, Granular Material Class II of the 2012 MDOT
Standard Specifications for Construction.
CONSTRUCTION
Patch or repair the existing HMA base surface or concrete pavement base to receive HMA or HMA overlay in
accordance with Subsection 501.03.C.9 of the 2012 Michigan Department of Transportation Standard
Specifications for Construction, including Removing HMA Patches, Joint and Crack Clean Out, Hand Patching,
and Repairing Pavement Joints and Cracks, Detail 7, and, shall include the application of bond coat as required.
Where stone base subgrade corrections are required due to undesirable or unstable conditions as determined by
the Engineer, the removal of material and placement of fill shall be performed in accordance with Section
205.03.E of the 2012 MDOT Standard Specifications for Construction.
MEASUREMENT AND PAYMENT
"Conditioning Existing Pavement, Modified" will be measured and paid for by the ton of HMA material
placed. The contract price per ton will be payment in full for furnishing all labor, material and equipment
required to remove deteriorated, loose or unstable HMA or concrete material, to clean the pavement surface and
apply any bonding material needed, to clean and prep joints and cracks, and to furnish, place and compact the
specified Pavement Conditioning Mixture to prepare the existing pavement for the HMA leveling and/or
wearing course.
HMA Patch, Remove; Joint and Crack, Cleanout; Hand Patching; and Pavement Joint and Crack, Repr, Det 7;
will not be paid for separately but are included in this item of work.
Full depth Pavement Joint and Crack Repair, Detail 8 is not included in the item of work.
“Subgrade Undercutting, Type II” will be measured by cubic yard placed and the unit price will be payment in
full for furnishing all labor, material and equipment required to remove and dispose of undesirable or unstable
material, and place and compact specified fill.
Pay Item Pay Unit
Conditioning Existing Pavement, Modified Ton
Subgrade Undercutting, Type II Cubic Yard
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SPECIAL PROVISION FOR
HMA APPLICATION
DESCRIPTION
This Specification covers the furnishing and placing of Hot Mixed Asphalt (HMA) in accordance with Section
501 of the 2012 MDOT Standard Specifications for Construction.
MATERIAL
HMA materials shall be as specified in Section 501.02. Performance Grade; PG 64-22. The aggregate wear
index shall be 260.
HMA Bond Coat shall meet the requirements specified in Section 904 of the 2012 MDOT Standard
Specifications for Construction.
CONSTRUCTION
The HMA shall be produced and placed in accordance with Section 501.03 of the 2012 MDOT Standard
Specifications for Construction.
The HMA Leveling Surfacing Mixture 4E1 shall have a yield of 275 pounds per square yard with an estimated
thickness of 2.5 inches.
The HMA Wearing Surfacing Mixture 5E1 shall have a yield of 165 pounds per square yard with an estimated
thickness of 1.5 inches.
The material for HMA repair and restoration areas shall be a minimum 2.5 inches of HMA Mixture 4E1 for
leveling, and minimum 1.5 inches of HMA Mixture 5E1 for wearing surface, having a total yield of 385 pounds
per square yard.
HMA Pavement Conditioning material shall be HMA Mixture 4E1, having a yield of 110 pounds per square
yard, per inch of depth (or as directed by the Engineer).
HMA Shoulder, Modified (Driveway/Approach) shall be HMA Mixture 5E1.
On streets being resurfaced, place a minimum of 2.5 inches of HMA Leveling and 1.5 inches of HMA Wearing.
Bond coat shall be applied uniformly at a rate of 0.10 gallons per square yard, or as directed by the Engineer, in
accordance with Section 501.03.D of the MDOT Specifications. HMA Bond Coat shall be included in the
HMA pay item
MEASUREMENT AND PAYMENT
The unit price bid shall be full compensation for all labor, equipment, and materials required to furnish and
place the HMA as specified.
Pay Item Pay Unit
HMA Leveling, 4E1 Ton
HMA Wearing, 5E1 Ton
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SPECIAL PROVISION FOR DRIVEWAY APPROACHES
GENERAL
This work shall include the removal of the existing HMA surface on residential and commercial driveway
approaches and the placement and compaction of HMA to provide a smooth transition and positive drainage
from the existing approach surface to the new street surface or storm drain.
MATERIAL
The material used for residential and commercial driveways shall be as specified in the City of Taylor Special
Provision for HMA Application.
CONSTRUCTION
The driveway approach shall be neatly cut, or shall be scraped clean of existing HMA overlay if any,
thoroughly swept clean, and be free of moisture and debris before work is started. Bond coat material shall be
SS-1h, meeting the requirements of Table 904-4 Anionic Emulsified Asphalts of the Michigan Department of
Transportation 2012 Standard Specifications for Construction and shall be applied uniformly at a rate of 0.10
gallons per square yard to the driveway approach and terminate in a neat, straight line at the point indicated by
the Engineer. The HMA shall be placed and compacted from the newly constructed pavement surface to a point
in the drive which will provide a smooth transition and positive drainage from the driveway out to the street
flow line or storm drain.
This work shall be performed after the mainline paving work has cured.
MEASUREMENT AND PAYMENT
The removal and placement of HMA on residential and commercial driveway approaches will be measured by
the weight of material placed in tons, and shall be paid for at the contract unit price per ton which shall be
payment in full for furnishing all materials, labor and equipment, including bond coat, required to complete the
work as specified.
Pay Item Pay Unit
HMA Shoulder, Modified Ton
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SPECIAL PROVISION FOR
REPAIRING AND RESTORING MISCELLANEOUS LOCATIONS
OF STREET DETERIORATION AND UTILITY REPAIRS
GENERAL
This work covers the repair of existing deteriorated HMA surfaces, and the restoration of utility repair areas,
including; the removal of temporary patching materials, replacement of existing concrete base pavement to
receive HMA pavement, the repair and conditioning of the aggregate base under the HMA pavements, and
placing HMA pavement; and the restoration of HMA driveways and approaches.
The locations of the repair and restoration work will assembled by the City of Taylor and presented to the
Contractor for work in a minimum of three (3) packages. The work packages will be assigned in April, July and
October and are to be completed by the end of that month unless authorized by the City. There may be repair or
restoration locations considered “urgent” which may be assigned to the Contractor for immediate attention at
any time during this Contract while the Contractor is performing work on this Contract..
MATERIAL
The HMA material shall be as specified in Section 501.02 of the 2012 MDOT Standard Specifications for
Construction. HMA shall also be as set forth in the Special Provision for HMA Application.
Mix, mixing and delivery shall be in accordance with the 2012 MDOT Standard Specification Section 601
Portland Cement Concrete for Pavements. Concrete Grade shall be MDOT P1, with a slump of four (4) inches,
and having an entrained air content of not less than five (5) percent nor more than seven (7) percent.
CONSTRUCTION
Repair existing deteriorated HMA pavement street surfaces as marked by the Engineer. Remove the marked
surface area by cold milling a minimum of four (4) inches in depth, in accordance with the Special Provision for
HMA Surface Removal. Condition the existing base in accordance with the Special Provision for Conditioning
Existing HMA, Concrete Pavement and Aggregate Base. Place a minimum two and one half ( 2.5) inches of
HMA Mix 4E1 for the leveling course and one and one half (1.5) inches of HMA Mix 5E1 for the wearing or
top course, including bond coat. Place the HMA courses in accordance with Section 501.03 of the 2012 MDOT
Standard Specifications for Construction. Provide a repaired HMA surface flush with the surrounding existing
HMA pavement surface and following the contour of the street.
Restore utility repair areas on HMA pavement street surfaces. Remove the temporary HMA patch and/or
aggregate fill to a depth equal to the bottom of the existing HMA pavement. Prepare the base aggregate. Place
a minimum two and one half ( 2.5) inches of HMA Mix 4E1 for the leveling course and one and one half (1.5)
inches of HMA Mix 5E1 for the wearing or top course, including bond coat. Place the HMA courses in
accordance with Section 501.03 of the 2012 MDOT Standard Specifications for Construction. Provide a
repaired HMA surface flush with the surrounding existing HMA pavement surface and following the contour of
the street.
Restore utility repair areas on HMA pavement overlays with concrete base. Remove the temporary HMA patch
and/or aggregate fill to a depth equal to the bottom of the existing concrete base. Prepare the base and place a
minimum of eight (8) inches of concrete, anchored to the existing abutting concrete base in accordance with the
Special Provision for Concrete Base Pavement Repair Receiving HMA Overlay. Place a minimum two and one
half ( 2.5) inches of HMA Mix 4E1 for the leveling course and one and one half (1.5) inches of HMA Mix 5E1
for the wearing or top course, including bond coat. Place the HMA courses in accordance with Section 501.03
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of the 2012 MDOT Standard Specifications for Construction. Provide a repaired HMA surface flush with the
surrounding existing HMA pavement surface and following the contour of the street.
Restore utility repair areas on driveways and approaches with HMA pavement by removing the temporary
HMA patch and/or aggregate fill to a depth equal to the bottom of the existing HMA pavement. Prepare the
base aggregate. Place a minimum of four (4) inches of HMA Mix 5E1. Place the HMA in accordance with
Section 501.03 of the 2012 MDOT Standard Specifications for Construction. Provide a repaired HMA surface
flush with the surrounding existing HMA pavement surface and following the contour of the approach or
driveway.
Where stone base subgrade corrections are required due to undesirable or unstable conditions as determined by
the Engineer, the removal of material and placement of fill shall be performed in accordance with Section
205.03.E of the 2012 MDOT Standard Specifications for Construction.
MEASUREMENT AND PAYMENT
“Repair Existing HMA Pavement” will be measured and paid for by square yards of HMA pavement removed
and replaced. The contract unit price per square yard will be payment in full for furnishing all labor, material
and equipment required to remove deteriorated HMA pavement, to clean and prepare the base surface, furnish
and apply any bonding material needed, and to furnish, place and compact the specified HMA Mixture.
“Restore HMA Pavement, Utility Repair” will be measured and paid for by square yards of HMA pavement
replaced. The contract unit price per square yard will be payment in full for furnishing all labor, material and
equipment required to remove temporary pavement material, clean and prepare the base surface, furnish and
apply any bonding material needed, and to furnish, place and compact the specified HMA Mixtures.
“Restore HMA Pavement with Concrete Base, Utility Repair” will be measured and paid for by square yards of
HMA pavement replaced. The contract unit price per square yard will be payment in full for furnishing all
labor, material and equipment required to remove temporary pavement material, clean and prepare the base
surface, construct the concrete base, furnish and apply any bonding material needed, and to furnish, place and
compact the specified HMA Mixtures.
“Restore HMA Driveway and Approach, Utility Repair” will be measured and paid for by square yards of HMA
pavement replaced. The contract unit price per square yard will be payment in full for furnishing all labor,
material and equipment required to remove temporary pavement material, clean and prepare the base surface,
furnish and apply any bonding material needed, and to furnish, place and compact the specified HMA Mixture
to the depth required.
Pay Item Pay Unit
Repair Existing HMA Pavement Square Yard
Restore HMA Pavement, Utility Repair Square Yard
Restore HMA Pavement with Concrete Base, Utility Repair Square Yard
Restore HMA Driveway and Approach, Utility Repair Square Yard
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SPECIAL PROVISION FOR CONSTRUCTION AND REPAIR
OF HOT MIXED ASPHALT PARKING LOTS
GENERAL
This Special Provision covers the excavation and construction of the aggregate base course for the construction
of a Hot Mixed Asphalt (HMA) parking lots, the furnishing and placing of HMA for new construction of, or
repair of existing, HMA parking lots. The work shall be performed in accordance with and Section 205
Roadway Earthwork, Section 302 Aggregate Base Course, Section 307 Aggregate Shoulders and Approaches,
and Section 501 Plant Produced Hot Mixed Asphalt of the 2012 Michigan Department of Transportation
Standard Specifications for Construction and as specified herein.
MATERIAL
Material for the aggregate base shall 21AA in accordance with Section 302.02.
Material for the 1” x 3” aggregate base shall be limestone or crushed concrete.
HMA materials shall be as specified in MDOT Section 501.02.
The HMA Leveling Course shall be mix 13A and have a yield of 165 pounds per square yard per inch placed.
The HMA Wearing Course shall be mix 1100T and shall have a yield of 165 pounds per square yard per inch
placed.
Performance Grade; PG 64-22. The aggregate wear index shall be 260.
HMA Prime Coat and HMA Bond Coat shall be included in the HMA pay item and shall meet the requirements
specified in Section 904 of the 2012 MDOT Standard Specifications for construction.
CONSTRUCTION
Earth excavation for the HMA parking lot shall be in accordance with Section 205.03 Construction, of the
MDOT 2012 Standard Specifications and as follows.
Excavate earth to accommodate an aggregate base one (1) foot wider than the limits of the proposed parking
lot. Excavate the earth to a depth of eight (8) inches below the natural grade. Construct the subgrade in
accordance with Section 205.03.N, and compact.
If unstable soil conditions are present, excavate an additional four (4) inches below the aggregate base and place
1” x 3” aggregate or crushed concrete as directed by the City.
All excavated material shall become the property of the Contractor, removed from the site and properly
disposed of.
Construct the eight (8) inch aggregate base course in accordance with Section 302.03.
Construct the HMA parking lot pavement with 2.5” of HMA Leveling Course and 1.5” of HMA Wearing
Course. The HMA shall be produced and placed in accordance with Section 501.03 of the 2012 MDOT
Standard Specifications for Construction.
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If storm drainage structures and storm sewer pipes are required, they shall be constructed and paid for in
accordance with the Special Provision for Construction of Drainage Structures.
Existing HMA parking lot repairs shall be saw cut neat and the HMA removed to the aggregate sub grade. The
HMA material shall become the property of the Contractor and properly disposed of. The existing base material
shall be prepared, compacted and graded level to receive the repair HMA in accordance with the Special
Provision for Conditioning Existing HMA, Concrete Pavement and Aggregate Base. Replace the HMA
pavement with the material specified herein. If the depth of the existing HMA is greater than three (3) inches,
place the HMA in two (2) lifts consisting of a leveling course of two (2) inches and the balance to be wearing
course material.
MEASUREMENT AND PAYMENT
The unit price bid shall be measured as set forth below and shall be full compensation for all labor, equipment,
and materials required to perform the work as specified in this Special Provision.
Pay Item Pay Unit
Excavation, Earth Cubic Yard
Aggregate Base, 8 inch Ton
Aggregate Base, 1” x 3”, 4 inch Ton
HMA Parking Lot Leveling Course Ton
HMA Parking Lot Wearing Course Ton
HMA, Parking Lot Repair, 3” Depth Square Yard
HMA, Parking Lot Repair, Greater Than 3” Depth Square Yard
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SPECIAL PROVISION FOR CONSTRUCTION AND REPAIR
OF HOT MIXED ASPHALT PATHS
GENERAL
This Special Provision covers the excavation and construction of the aggregate base course for the construction
of a Hot Mixed Asphalt path, the furnishing and placing of HMA for new construction of or repair of existing
Hot Mixed Asphalt (HMA) paths, and the construction of aggregate shoulders as specified by the City. The
work shall be performed in accordance with and Section 205 Roadway Earthwork, Section 302 Aggregate Base
Course, Section 307 Aggregate Shoulders and Approaches, and Section 501 Plant Produced Hot Mixed Asphalt
of the 2012 Michigan Department of Transportation Standard Specifications for Construction and as specified
herein.
MATERIAL
Material for the aggregate base shall 21AA in accordance with Section 302.02.
Material for the 1” x 3” aggregate base shall be limestone or crushed concrete.
Material for subgrade undercutting shall be 3” x 1” limestone or crushed concrete.
HMA materials shall be as specified in MDOT Section 501.02.
The HMA Leveling Course shall be mix 13A and have a yield of 165 pounds per square yard per inch placed.
The HMA Wearing Course shall be mix 1100T and shall have a yield of 165 pounds per square yard per inch
placed.
Performance Grade; PG 64-22. The aggregate wear index shall be 260.
HMA Prime Coat and HMA Bond Coat shall be included in the HMA pay item and shall meet the requirements
specified in Section 904 of the 2012 MDOT Standard Specifications for construction.
The shoulder aggregate shall be 21AA as specified in Section 307.02.
CONSTRUCTION
Earth excavation for the path for HMA pavement shall be in accordance with Section 205.03 Construction, of
the MDOT 2012 Standard Specifications and as follows.
Excavate earth to accommodate an aggregate base two (2) foot wider than the width of the proposed
path. Excavate the earth to a depth of six (6) inches below the natural grade. Construct the subgrade in
accordance with Section 205.03.N, and compact.
If unstable soil conditions are present, excavate an additional four (4) inches below the aggregate base and place
1” x 3” aggregate or crushed concrete as directed by the City.
Perform subgrade undercutting per Section 205.03.E to remedy unstable soil conditions as directed by the
Engineer.
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All excavated material shall become the property of the Contractor, removed from the site and properly
disposed of.
Construct the aggregate base course in accordance with Section 302.03.
Construct the path HMA pavement with 2” of HMA Leveling Course and 2” of HMA Wearing Course. The
HMA shall be produced and placed in accordance with Section 501.03 of the 2012 MDOT Standard
Specifications for Construction. The path shall be crowned with a maximum 1.5% slope from centerline to the
edges of the HMA.
The aggregate shoulders shall be constructed in accordance with Sections 307.03.B thru D of the MDOT
Specifications and as specified by the City. The aggregate shoulders shall be compacted in place so that the top
of the aggregate is a minimum four (4) inches deep, or equal to the depth of the HMA, and level with the top of
the HMA surface. The shoulders shall be determined by the City and shall extend from the edge of the HMA
path to the existing grade and be feathered to meet the existing grade.
Existing HMA Path repairs shall be saw cut neat and the HMA removed to the aggregate sub grade. The HMA
material shall become the property of the Contractor and properly disposed of. The existing base material shall
be prepared, compacted and graded level to receive the repair HMA in accordance with the Special Provision
for Conditioning Existing HMA, Concrete Pavement and Aggregate Base. Replace the HMA pavement with
the material specified herein. If the depth of the existing HMA is greater than three (3) inches, place the HMA
in two (2) lifts consisting of a leveling course of two (2) inches and the balance to be wearing course material.
MEASUREMENT AND PAYMENT
The unit price bid shall be measured as set forth below and shall be full compensation for all labor, equipment,
and materials required to perform the work as specified in this Special Provision.
Pay Item Pay Unit
Excavation, Earth Cubic Yard
Subgrade Undercutting, Type II Cubic Yard
Aggregate Base, 6 inch Ton
Aggregate Base, 1” x 3”, 4 inch Ton
HMA Path Leveling Course Ton
HMA Path Wearing Course Ton
Shoulder, Cl II Ton
HMA, Path Repair, 3” Depth Square Yard
HMA, Path Repair, Greater Than 3” Depth Square Yard
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SPECIAL PROVISION FOR HMA CURB
GENERAL
The work shall consist of constructing and repairing HMA curbs where directed by the City.
MATERIALS
HMA curb material shall be as specified in the Special Provision for HMA Application for HMA Wearing
Surfacing Mixture 5E1.
Bond Coat shall meet the requirements specified in Section 904 of the 2012 MDOT Standard Specifications for
Construction.
CONSTRUCTION
Construction of HMA curbs shall comply with the 2012 Michigan Department of Transportation Standard
Specifications for Construction Section 805.03 and as specified herein.
Curb shall be a vertical curb with a height above the pavement of six (6) inches, a base width of six (6) inches
and tapered to a top width of three (3) inches or approved equal.
Bond coat shall be applied uniformly at a rate of 0.10 gallons per square yard in accordance with Section
501.03.D of the MDOT Specifications. Bond coat shall be included in the curb pay item.
At a minimum of twenty four (24) hours after placing curb, backfill with topsoil and compact from top to new
curb, two (2) foot wide, to existing grade and seed. Backfill and seed to be as specified in Special Provision for
Restoration.
MEASUREMENT AND PAYMENT
Curb construction of the type specified will be measured as follows, and shall be paid for at the contract unit
price which shall be payment in full for all labor, material and equipment to provide the HMA curb as specified
herein.
Pay Item Pay Unit
Curb Vertical, HMA, Modified Foot
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SPECIAL PROVISION FOR
UTILITY STRUCTURE ADJUSTMENT,
RECONSTRUCTING STRUCTURES AND COVER REPLACEMENT
GENERAL
The work consists of adjusting utility structures in accordance with the applicable provisions of Section 403 of
the 2012 Michigan Department of Transportation (MDOT) Standard Specifications for Construction, except as
modified herein. All storm and sanitary catch basin, inlet and manhole structures, and watergate wells and
valve boxes within areas of pavement to be removed and replaced shall be adjusted, raised or lowered as
required, so that the covers meet the new pavement elevations, and sealed as specified herein.
MATERIALS
Materials used in the adjustment and reconstruction of utility structures shall be as specified in Section 403.
Drainage Structures, of the 2012 MDOT Standard Specifications for Construction, and as follows:
ng: “WrapidSeal Manhole Encapsulation System” as manufactured by CANUSA
“Infi-Shield” as manufactured by Sealing Systems Incorporated
“CS-212 Exterior Joint Wrap” as manufactured by Concrete Sealants, Inc.
Approved Equals
EJIW – 00104014 or 00104010 (as determined to with a cover)
EJIW – 001040029 1040AGS Taylor Storm, bolting or no bolting
EJIW – 001040028 1040AGS Taylor Sanitary, bolting or no bolting
EJIW – 001040030 1040AGS Taylor Water
EJIW – 00500074B01 Taylor
CONSTRUCTION
Existing structures and covers shall be adjusted to the proper elevation in accordance with Section 403 of the
2012 MDOT Standard Specifications for Construction, except as modified herein.
For concrete based streets receiving a HMA overlay, remove an area of pavement and curb around the
structure. The frame and cover shall be carefully removed and the upper portion of the existing utility structure
repaired as necessary and raised or lowered as required. The frame and cover shall then be reset on the adjusted
structure so constructed as to hold them firmly in place and reset on a full mortar bed so as to fit the required
new pavement grade and cross section.
On an HMA based street, the frame and cover shall be carefully removed and the upper portion of the existing
utility structure repaired as necessary and raised or lowered as required to provide positive drainage from the
new street surface. The frame and cover shall then be reset on the adjusted structure so constructed as to hold
them firmly in place and reset on a full mortar bed so as to fit the required new pavement grade and cross
section.
An external sealing system shall be installed adhering to the structure casting and the precast concrete, block or
brick of the structure. Installation shall be in conformance with the manufactures specifications and
procedures. The sealing system shall extend down and cover the top one (1) foot of the structure precast
concrete, brick or block.
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Replace surrounding HMA pavement, concrete pavement, curb, curb and gutter, or sidewalk to match existing
grades or to the required new pavement grade and cross section.
Where the structure is in need of repair, in excess of the adjustment limits set forth herein, the existing structure
shall be broken down to solid structural material and rebuilt from that point up with new materials to the
required new pavement elevations.
MEASUREMENT AND PAYMENT
The completed work as described for adjusting or reconstructing structure will be measured as units and will be
paid for at the Contract Unit Price, which price will be payment in full for furnishing all materials, equipment
and labor; excavation, backfilling, disposal of surplus material, removal of all debris and foreign material from
the structure (including the sump); adjusting the structure and cover to the required new pavement grade and
cross section, with the existing or new cover; sealing; and providing access to all structures for inspection, as
directed by the Engineer.
Removal and replacement of HMA pavement, concrete pavement, curb, curb and gutter, and sidewalk shall be
paid separately at the Contract Unit Rates for those items of work.
Structure damage, due to the Contractor’s operations shall be repaired at the Contractor’s expense.
“Dr Structure Cover, Adj. Case 1, Modified” shall include the above described work necessary to raise or lower
the existing catch basin, manhole or gate well rim elevation involving adjustment, and including the repair or
replacement of brick or block to a depth of less than or equal to twelve (12) inches, including mortar, regardless
of whether or not it is necessary to remove a cone section to accommodate the rim elevation adjustment.
“Dr Structure, Adj, Add Depth, Case 1, Modified” shall include the above described work necessary to repair or
replace the existing catch basin, manhole or gate well structure of blocks or bricks in excess of twelve (12)
inches below top of structure. Measurement shall be per foot of repair or replacement of brick or block
exceeding twelve (12) inches.
“Water Shutoff, Adj, Case __, Modified” shall include the above described work necessary to raise or lower the
existing structure and cover of water shutoff boxes.
Pay Item Pay Unit
Dr Structure Cover, Adj, Case 1, Modified Each
Dr Structure, Adj, Add Depth, Case 1, Modified Foot
Water Shutoff, Adj, Case 1, Modified Each
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SPECIAL PROVISIONS FOR CONSTRUCTION OF
DRAINAGE STRUCTURES
GENERAL
The work shall consist of constructing manhole and catch basin structures to the size and type, as shown on the
City of Taylor Standard Storm Water Detail Drawings ST-1 and ST-2, to the line and elevation of final grade,
of Portland cement concrete block masonry, brick masonry or precast concrete units (with or without steel
reinforcement as provided); furnishing and placing metal frames and covers; removal of existing drainage
structures; installation of storm drainage pipe, and shall include complete restoration of any disturbed lawns or
grassy areas.
MATERIALS
The materials used for constructing storm sewer manholes and catch basins shall conform to the requirements of
the 2012 MDOT Standard Specifications Section 403.02 Materials, unless otherwise specified herein.
Backfill for storm sewer manholes and catch basins shall be Class IIIA granular material as specified in Table
902.3 of the 2012 MDOT Standard Specifications.
Pavement subgrade backfill shall be Class II or 21A aggregate and shall conform to the Michigan Department
of Transportation 2012 Standard Specifications for Construction, Section 902.05
Gray Iron Castings shall be as specified in Section 908.05. Gray Iron Castings of the 2012 MDOT Standard
Specifications for Construction, and as specified herein. The structure frames, covers and assemblies shall be as
specified in the Special Provision for Utility Structure Adjustment, Reconstructing Structures and Cover
Replacements.
Drainage structure sealing shall be as specified in the Special Provision for Utility Structure Adjustment,
Reconstructing Structures and Cover Replacements.
Storm drainage pipe shall be as specified on the City of Taylor Standard Storm Water Detail Drawings ST-1
and ST-2.
CONSTRUCTION
Manholes and Catch Basins shall be constructed in accordance with Section 403.03 Construction, of the 2012
MDOT Standard Specifications, and the City of Taylor Standard Storm Water Detail Drawings ST-1 and ST-2
unless otherwise specified herein.
The Contractor shall comply with all Federal, State, and local laws and regulations governing construction
methods and the furnishing and use of all safeguards, safety devices, protective equipment, and pollution
controls. It shall be the Contractor’s responsibility to protect, as reasonably necessary, the life and health of all
personnel on the job, the safety and health of the public, and to protect property during the construction of the
project.
Pavement, curbs, sidewalks and driveways which are required to be removed, shall be removed as specified in
the applicable sections of the 2012 MDOT Standard Specifications for Construction. Pavement, curbs,
sidewalks and driveways shall be sawed in straight lines parallel or perpendicular to the line of work or
removed to the nearest joint and shall be limited to the minimum area necessary to do the required underground
work. Any broken or damaged walks or driveways shall not be patched but shall be entirely replaced.
Excavation for constructing manholes and catch basins shall conform to Section 206.03.A of the 2012 MDOT
Standard Specification for Construction unless otherwise specified herein.
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Backfilling for structures shall be as specified in Section 401.03.D of the 2012 MDOT Standard
Specifications. The Backfilling around structures shall not begin any sooner than 12 hours after the structure
has been completed, except precast structures which may be backfilled immediately.
Excavation shall be made in such a manner so as to protect the side walls from caving in, and so as not to incur
damage to either private or public property. Excavated material shall be hauled away from the trench area
continually as part of the trenching operation.
Excavation beyond the minimum dimensions specified or shown on the Plans, when not so directed by the
Engineer, will be deemed unauthorized, and the space of excess excavation shall be filled in the same manner as
specified above at no increase in Contract Price.
Adequate pumping equipment and drainage facilities shall be provided and maintained to dewater the work
area, and water entering the work from whatever source shall be promptly removed and properly disposed
of. All required pumping and drainage shall be done without damage to adjacent property or structures, or to
the operations of other contractors, and without interference with the rights of public or private owners or
pedestrian and vehicular traffic.
Bottoms for structures may be of precast units or poured in place concrete and shall be supported by a
compacted six (6) inch granular base. If the bottoms are poured in place, they shall be allowed to set for 24
hours before placing masonry or otherwise working on top of it.
Manhole and catch basin base slabs shall have a nominal diameter and thickness, and be reinforced, as shown
on the City of Taylor Standard Storm Water Detail Drawings ST-1 and ST-2.
All ground surfaces shall be left by the Contractor in essentially as good condition as before manhole or catch
basin removal or construction started and any pavements, sidewalks, trees, or other things damaged or destroyed
on account of the removal or construction shall be repaired, replaced, or settled for at the Contractor’s expense
unless otherwise noted.
Where called for on the Plans or as directed by the Engineer, manholes and catch basins shall be removed,
disposed of, and backfilled as specified in Section 203 Removing Drainage Structures, Culverts and Sewers of
the 2012 MDOT Standard Specifications for Construction.
The metal frames, covers, and grates on existing manholes and catch basins that are to be reused shall be
carefully removed to prevent damage. Any reusable casting damaged by the Contractor shall be replaced with a
new casting without additional cost to the City. All salvaged castings that are not to be used on the work shall
become the property of the Contractor and shall be promptly removed from the job site.
Storm water drainage piping shall be installed in accordance with the City of Taylor Standard Storm Water
Detail Drawings ST-1 and ST-2.
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MEASUREMENT AND PAYMENT
The completed work as described for constructing new “Manholes”, “Catch Basins” and “Inlets” of the size and
type specified will be measured as Drainage Structure units, and will be paid for at the Contract unit price per
each. This price shall be full compensation for all labor, equipment, materials, excavation, including removal
and disposal of all materials encountered, openings, and backfilling, required to complete the construction as
specified herein.
The unit price for Dr Structure, Add Depth, 8 foot to 15 foot, of the diameter required includes the cost of the
drainage structure portions greater than 8 feet deep, but no greater than 15 feet deep.
Drainage Structure Cover unit prices shall include the furnishing and installation of the manhole, catch basin
and inlet covers of the appropriate type.
Storm water drainage piping shall be installed as specified herein and shall be paid for at the Contract unit price
per linear foot for all material, equipment and labor required to complete the installation of piping.
Pavement removal and replacement, when required will be paid for separately.
Pay Item Pay Unit
Dr Structure, 24 inch dia, Each
Dr Structure, 48 inch dia, Each
Dr Structure, 60 inch dia, Each
Dr Structure, 72 inch dia, Each
Dr Structure, Add Depth of 24 inch dia, 8 foot to 15 foot Foot
Dr Structure, Add Depth of 48 inch dia, 8 foot to 15 foot Foot
Dr Structure, Add Depth of 60 inch dia, 8 foot to 15 foot Foot
Dr Structure, Add Depth of 72 inch dia, 8 foot to 15 foot Foot
Dr Structure Cover, Modified Each
Dr Structure, Rem Each
12” Storm Drain Pipe Linear Foot
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SPECIAL PROVISION FOR
PRIVATE UTILITY STRUCTURE ADJUSTMENTS
GENERAL
All DTE, MICHCON and AT&T utility structures, hand holes, and roadway valve boxes located in street
pavement or sidewalk pavement being repaired, removed and replaced shall be adjusted as necessary by the
Utility Owner, or their representative. The Contractor shall contact the specific Utility Owner thirty (30) days
prior to HMA paving, concrete pavement or sidewalk placement to co-ordinate the adjustment required to the
structure to meet the proposed grades.
All DTE, MICHCON and AT&T utility structures shall be adjusted as specified in the Special Provision for
Utility Structure Adjustment, Reconstructing Structures and Cover Replacement.
MEASUREMENT AND PAYMENT
All material, labor and equipment required to adjust to grade DTE, MICHCON and AT&T utility structures,
hand holes, and roadway valve boxes located in street pavement or sidewalk pavement being repaired, removed
and replaced shall be paid for under the unit rates bid for unless work is performed by the Utility Owner:
Pay Item Pay Unit
Dr Structure Cover, Adj, Case 1, Modified, Utility Each
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SPECIAL PROVISION FOR
CONCRETE BASE PAVEMENT REPAIR RECEIVING HMA OVERLAY
GENERAL
This work shall be in accordance with the MDOT 2012 Standard Specifications for Construction Section 601.
Portland Cement Concrete for Pavements, Section 602. Concrete Pavement Construction, Section 603. Concrete
Pavement Restoration, MDOT Standard Plans R-39-I, R-41-H and R-44-F, and as set forth herein. The work
shall consist of saw cutting as necessary for removal of existing base concrete pavement, preparation of sub
base, placing horizontal dowels, placing concrete, joints, finishing, and curing. Sections of concrete pavement
repair, with or without integral curb, may range from four (4) foot wide to a full panel joint to joint length, and
partial or full street width. Where multi-lane patches are required, they shall be constructed on a lane-at-a-time
basis so that traffic may be maintained.
CONCRETE
Mix, mixing and delivery shall be in accordance with the 2012 MDOT Standard Specification Section 601
Portland Cement Concrete for Pavements. Material and construction methods shall conform to these
requirements unless otherwise noted herein.
Concrete Grade shall be MDOT P1, with a slump of four (4) inches, and having an entrained air content of not
less than five (5) percent nor more than seven (7) percent.
CONSTRUCTION
When removing existing concrete base pavement, the pavement shall be removed to an existing joint, or saw cut
to a true line with a vertical face along the lines as marked or directed by the Engineer. The pavement shall be
saw cut full depth into existing concrete, or as directed by the Engineer. Intermediate saw cuts shall be made as
required by Section 603, referenced above. The removal shall be such that there will be no disturbance and/or
damage to sections of pavement which are to remain in place. All damaged or undermined pavement caused by
the Contractor’s operations shall be removed and replaced at the Contractor's expense. The use of a crane and
ball type breaking equipment will not be allowed. Pavement removal shall be accomplished with a rubber-tired
hydraulic ram or as specified in Section 603 of the MDOT Standard Specifications.
Where subgrade corrections are required due to undesirable or unstable soil conditions as determined by the
Engineer, the removal of material and placement of fill shall be performed in accordance with MDOT Section
205, and paid for as Subgrade Undercutting, Type II.
All replacement concrete pavement shall be doweled or anchored to the existing concrete pavement as set forth
on MDOT Standard Plans R-39-I and R-44-F, except as modified herein. All longitudinal and transverse
anchors shall be epoxy coated #5 deformed bars, 1’ – 6” long, spaced at 30” on center, grouted into 1” diameter
holes.
Manholes, inlets and other structures shall be set to grade and alignment prior to or during placement of
concrete. All structures shall be cleaned thoroughly to permit adhesion of the concrete. All utility structures
within the area to be paved shall have a filter fabric installed over and completely around the cover.
All expansion, transverse and longitudinal joints shall be restored. Transverse joints within partial width cuts
shall be restored to match the joint in adjacent lanes. Transverse joints in full street width repair sections shall
be spaced a minimum of fifteen (15) feet on center. Longitudinal and transverse joints abutting and within the
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pavement repair sections shall be sealed by saw cutting and filling with hot poured rubber asphalt per MDOT
Specification Section 602.03.S. and Section 603.03.D.
Integral curb shall be constructed monolithic with the pavement slab. The curb material shall be placed before
the pavement has started its initial set, and shall be of the same mix and shall conform in all respects to the
requirements for concrete in the pavement.
Unless otherwise approved by the Engineer, forms will be required when constructing integral curb. The curb
concrete shall be vibrated sufficiently to eliminate all voids, and tamped to bring the mortar to the surface. The
face and top of the curb shall be finished smooth and true to line, grade and cross section. No more troweling
than necessary to obtain the desired result shall be done. Any visible areas of honeycomb or minor defects
occurring on the back of the integral curb after forms are removed shall be filled with mortar, composed of one
part Portland cement and two parts of fine aggregate from the same source as used in the pavement, applied
with a wooden float. Immediate steps shall be taken by the Contractor to correct the conditions contributing to
these defects.
Curing shall comply with the 2012 MDOT Standard Specification 602.03.M.
MEASUREMENT AND PAYMENT
All material, labor and equipment required for constructing concrete base pavement repair as specified herein
and directed by the Engineer shall be paid for under the unit rates bid for as follows:
Pavt Repr, Rem, Modified, shall include all labor, equipment and material to perform the concrete base
pavement removal work, including all saw cutting and intermediate saw cuts.
Pavt Repr, Nonreinf Conc, __ inch, with Integral Curb, Modified, shall include all labor, material and
equipment to place the concrete base pavement repair areas including integral curb, all joints, concrete material,
finishing, and curing.
Pavt Repr, Nonreinf Conc, __ inch, Modified, shall include all labor, material and equipment to place the
concrete base pavement repair areas including all joints, concrete material, finishing, and curing.
Lane Tie, Epoxy Coated, Modified, shall include all labor, material and equipment to install longitudinal and
transverse anchors.
Pay Item Pay Unit
Pavt Repr, Rem, Modified Square Yard
Pavt Repr, Nonreinf Conc, 7 inch, with Integral Curb, Modified Square Yard
Pavt Repr, Nonreinf Conc, 8 inch, with Integral Curb, Modified Square Yard
Pavt Repr, Nonreinf Conc, 7 inch, Modified Square Yard
Pavt Repr, Nonreinf Conc, 8 inch, Modified Square Yard
Lane Tie, Epoxy Coated, Modified Each
Subgrade Undercutting, Type II Cubic Yard
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SPECIAL PROVISIONS FOR
CONCRETE SIDEWALKS AND DRIVEWAYS
GENERAL
This special provision covers the removal and replacement of concrete sidewalks and driveways.
CONSTRUCTION
This item of work includes removing the concrete sidewalks and driveways, with or without HMA overlay,
backfilling, compacting, and grading of the disturbed area, and construction of concrete sidewalk and driveway.
The concrete sidewalk and driveway shall be removed in accordance with the MDOT Standard Specifications
for Construction, Section 204, Removing Miscellaneous Structures and Materials.
Concrete sidewalk and driveway, of the thickness specified, shall be constructed in accordance with Section 803
of the 2012 Michigan Department of Transportation Standard Specifications for Construction.
Sidewalk cross slopes shall be between 1% and 2%, sloping towards the street.
The contractor shall stamp all concrete with a legible stamp bearing the name of the company and the year of
construction. The stamp shall be placed at the first and last flag of sidewalk placed. No sidewalk construction
shall commence without a Contractor’s stamp on site.
Restore lawn areas disturbed beyond sidewalk and driveway repair limits to its original conditions. No separate
payment will be made for such restoration, but is considered part of the work item.
MEASUREMENT AND PAYMENT
“Sidewalk, Rem”, shall include all labor, equipment and material required for the removal of concrete sidewalks
and driveways, regardless of the thickness, shall be measured in square yards.
“Sidewalk, Conc, __ inch”, shall include all labor, equipment and material necessary to complete the
installation of new concrete sidewalk or driveway and shall be measured in square feet.
Pay Item Pay Unit
Sidewalk, Rem Square Yard
Sidewalk, Conc, 4 inch Square Feet
Sidewalk, Conc, 6 inch Square Feet
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SPECIAL PROVISIONS FOR
SIDEWALK ADA RAMP AND
DETECTABLE WARNING SURFACE
GENERAL
This special provision covers construction of ADA sidewalk ramp with detectable warning surface.
The work consist of constructing ADA sidewalk ramp and/or retrofitting ramp with detectable warning surface
in accordance with the applicable provisions of Section 803 of the 2012 MDOT Standard Specifications for
Construction and the current MDOT Standard Plan R-28-I, as modified by the City of Taylor.
Complete this work in conformance with the American with Disability Act (ADA) provisions as applicable.
MATERIAL
The Detectable Warning Surface color shall be “safety yellow”, Federal Color Number 33538, unless otherwise
approved by the Engineer. The color shall be homogeneous throughout the tile. The tile shall be manufactured
by ADA Solutions, Inc., North Billerica, MA 01862, or approved equal.
CONSTRUCTION
Construct sidewalk ramp(s), landings flares and detectable warning surface according to MDOT Standard Plan
R-28-I, as modified by the City of Taylor, included in these Specifications. The Detectable Warning Surface
installation shall also comply with the manufacturer’s instructions.
The curb and gutter section at the bottom of the ramp (ramp opening) shall be a full depth curb with a minimum
depth of 12 inches, and shall be 18 inches from the back of curb to abutting pavement. The curb shall be
anchored to the existing concrete pavement as specified in the Special Provisions For Concrete Pavement
Repair and shall be paid for as Lane Tie, Epoxy Coated, Modified.
It is also the Contractor’s responsibility to incorporate any changes made to the ADA accessibility requirements
that may take effect prior to the start date of actual construction. If the Contractor determines that any changes
significantly alter the original bid cost, the Contractor may submit a written request to the Engineer or his
representative for approval and compensation. Include a cost comparison between the original bid cost and the
cost of the ADA required changes in the request.
The contractor shall stamp all concrete sidewalk ramps with a legible stamp bearing the name of the company
and the year of construction. The stamp shall be placed on the first and last flag of a length sidewalk ramp
placed, except for the flag containing the warning surface. No sidewalk or ramp construction shall commence
without a Contractor’s stamp on site.
Restore lawn areas disturbed beyond sidewalk ramp repair limits to its original conditions where the change in
grade is one (1) inch or less. No separate payment will be made for such restoration, but is considered part of
the work item.
Where grade changes are greater than one (1) inch, follow the restoration requirements as specified in the
Special Provisions for Lawn Restoration.
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Any ramps constructed under this Contract that do not meet the current MDOT Sidewalk Ramp Standard Plans
and the latest ADA accessibility requirements will be removed and replaced by the Contractor, as directed by
the Engineer or his representative, at the Contractor’s expense.
MEASUREMENT AND PAYMENT
The completed work as described herein for “Sidewalk Ramp, ADA __ inch” and “Detectable Warning
Surface”, will be measured by as square feet and feet respectively. The contract unit price will be payment in
full for furnishing all materials, labor and equipment necessary to construct the ADA ramp and curb and
warning surface.
Pay Item Pay Unit
Sidewalk Ramp, ADA, 6 inch Square Feet
Sidewalk Ramp, ADA, 4 inch Square Feet
Detectable Warning Surface Feet
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SPECIAL PROVISIONS FOR
PROJECT CLEAN-UP
GENERAL
The Contractor shall provide cleaning/sweeping services on all parking lots, street, sidewalk and paths, alley
and driveway surfaces of the work site, and on all adjoining parking lots, streets, sidewalks and paths, alleys,
driveways within one hundred (100) feet of the work site, to remove all dust, dirt and other debris deposited on
the surfaces as a result of the construction activity. The contractor shall remove all dirt and construction debris
from the abutting lawn areas. This shall be performed on a weekly basis, or more frequently if conditions
warrant.
The sweeping of the paved surfaces shall be performed with a self-propelled sweeper equipped with pickup
attachments and curb brushes. The equipment shall have a dust control filtration system in addition to utilizing
water to control the dust and dirt.
Upon completion of portions of work, and before final acceptance of the work, the Contractor shall remove all
temporary buildings or other structures built by him, all false work, excavated material, surplus materials, and
rubbish of all kinds from the grounds which he has occupied, and shall leave the line of work in a neat, clean
condition satisfactory to the Engineer. The Contractor shall remove all machinery and equipment from the
right-of-way.
The Contractor shall replace, renew or restore; in an acceptable manner, all property, both public and private,
which may have been damaged during the prosecution of the work. The Contractor shall replace fences, signs,
mailboxes or other necessary appurtenances, which have been temporarily removed.
The Contractor shall thoroughly clean all sewers, manholes, catch basins, and other structures affected by his
operations whether within or outside of the limits of his work upon leaving that particular work site. The
Contractor shall use a “vactor” or other similar equipment suited for this work, or subcontract with a contractor
specializing in this work, to properly perform the work. A written report shall be submitted to the City upon
completion of the cleaning containing, at a minimum, type of structure, location of structure and date of
cleaning.
MEASUREMENT AND PAYMENT
Payment for project cleanup will not be paid for separately but shall be included in other work item unit rates.
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HOLD HARMLESS FOR SUPPLY CONTRACTS
Bidder and/or supplier and/or contractor, agrees to indemnify, defend, and save harmless the City of Taylor, their
employees, agents and consultants, from and against all loss and expense including, but not limited to, fees and
charges of all kinds, including attorneys, and other professionals and court and arbitration costs if applicable by reason
of any and all liability asserted or imposed upon the City of Taylor, their employees, agents and consultants for
damages because of personal injury, including bodily injury, death at any time resulting there from, sustained by person
or persons and/or on account of damage to property, including loss of use thereof, arising out of or in consequence of
the performance of this work and/or supply of any materials, whether such injuries to persons or damage to property is
due or claimed to be due, to negligence of the bidder and/or supplier and/or contractor, their subcontractors, their
suppliers, the City of Taylor, and their employees, agents, and consultants, except only such injury or damage as shall
be occasioned by the sole negligence of the City of Taylor, their employees, agents or consultants.
Signed_________________________________________________________
Title___________________________________________________________
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EXHIBIT A
INSURANCE REQUIREMENTS
42
230
43
231
EXHIBIT B
Title VI
44
232
EXHIBIT B
Title VI
45
233
46
234
47
235
EXHIBIT C
MDOT R-28-I COT AMENDMENT
48
236
49
237
50
238
51
239
52
240
53
241
54
242
55
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EXHIBIT D
Standard Storm Sewer Details
ST-1 and ST-2
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57
245
58
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Wade Trim Associates, Inc.
25251 Northline Road • Taylor, MI 48180
734.947.9700 • www.wadetrim.com
February 20, 2026
City of Taylor
25605 Northline Road
Taylor, MI 48180
Attention: Christopher Gibbs, PE
City Engineer
Re: 2025 Water Main Rehabilitation Project – Design Amendment
Proposed Design Services for Wick, Weddel, Ziegler, Leroy, and Ecorse Streets
Dear Christopher:
Wade Trim is pleased to submit this letter proposal to provide design assistance for the water main
design on Wick Road, Weddel Street, Ziegler Street, Leroy Street, Ecorse Road from Beech Daly to
Telegraph Road as well as the dead end lines on Oldham, Janet and Wilkie, and various cross overs
identified by the City, to be included in the 2025 Water Main Rehabilitation Project. Our proposal
outlines our understanding of the scope of work, associated schedule, and associated proposed fee
to complete. Our submittal format outlines proposed services for the coordination and preparation of
design plans and outside agency permitting for the project scheduled for construction through the
2026 and 2027 construction seasons.
PROJECT UNDERSTANDING/SUMMARY
Wade Trim understands that the City of Taylor would like to increase water main rehabilitation
locations from identified areas currently under design by our office. These additional areas are in line
with the “Water Distribution System Master Plan”, areas identified during field activities undertaken
by the Department of Public Works (DPW) and a desire to expand locations to include cross overs in
an effort to minimize impact to adjacent intersections in the future.
Wade Trim further understands the intent is to continue design and permitting during the early part
of 2026 to facilitate phased construction over the 2026 and 2027 construction seasons. Local
funding is anticipated for both the design and construction phases of all improvements.
PROJECT SCOPE OF WORK
The selected water main rehabilitation locations are primarily in line with prioritized improvements
identified in the 2020 “Water Distribution System Master Plan” as well as concerns of improvements
that are under design now, that could be expanded to minimize future impacts to adjacent streets ad
intersections. The proposed locations are summarized below, understanding most of the
improvements are anticipated to be completed through trenchless technologies including pipe
bursting and directional drilling (proposed looping areas), to minimize impact to residents and
existing road infrastructure. Like previous water main rehabilitation projects, we understand the
intent is to replace hydrants and gate valves and to further include call outs and quantities to
replace all service lines to stop boxes with additional provision to replace the stop boxes. In areas
where lead service lines are identified during construction, the service leads will be required to be
replaced up to the meter. An estimated quantity for lead service line replacements will be
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City of Taylor
February 20, 2026
Page 2
determined through coordination with the City. It is important to note some areas may require open
trench construction where trenchless technology may not be a feasible option,
AREA 1 (WEDDEL, ZIEGLER, and LEROY STREETS)
Weddel (Pennsylvania to Leroy; six-inch cast iron to eight-inch HDPE)
Ziegler (Pennsylvania to Leroy; six-inch cast iron to eight-inch HDPE)
Leroy (Allen to Weddel; eight-inch cast iron to eight-inch HDPE)
AREA 2 (Wick Road)
Proposed 12-inch on the north side of Wick Road from West of Telegraph Road to East of Monroe;
this is a continuation of a previous project on Wick Road. It is important to note this area has
been prioritized as a portion of this segment is proposed to be repaved in 2028 in conjunction
with the Wayne County Federal Aid Committee Program. The intent is to replace the water main in
conjunction with the recommendations of the Water Master Plan prior to pavement replacement.
AREA 3 (ECORSE ROAD AND CROSS OVERS)
Proposed eight-inch on the north side of Ecorse Road from Beech Daly to Telegraph Road.
Replace the existing 6” cast iron main on Oldham
Replace existing 8” cast iron on Janet, noting the portion of main along Janet that is currently
identified as ductile iron (replaced in 2006) will remain.
Replace 6” cast iron main on Wilkie.
Replace/potentially modify the existing water main within the Ecorse and Beech Daly intersection.
Replace the existing cross overs from the north side to the south side of Ecorse Road between
Beech Daly and Telegraph.
AREA 4 (WICK ROAD CROSSOVERS)
Proposed eight-inch on the North side of Ecorse Road from Beech Daly to Telegraph Road.
Replacing the existing 6” cast on Oldham
8” Cast on Janet. A portion of Janet is already Ductile that was replaced in 2006
6” Cast on Wilkie.
Existing water main in the Ecorse and Beech Daly intersection
All of the cross over from the north side of Ecorse to the south between Beech Daly and
Telegraph.
DESIGN, PERMITTING, AND CONTRACT AWARD
Based on the above understanding, improvement methodology, and approach as described, Wade
Trim proposes providing the following professional design engineering services for this Project:
Contact utility companies serving the above-defined areas to obtain information on their facilities
that may potentially be impacted by the Project.
Wade Trim understands this project will require the following permits/permit application effort:
A. A State of Michigan Act 399 Permit for construction of the proposed water main
rehabilitation work.
B. Permits from Wayne County to proceed with the improvements within their road right-of-way
and for work within Wayne County Drain Easements.
C. A permit from the Michigan Department of Transportation (MDOT) for work within the
Telegraph Road right-of-way.
D. Proposed alignments do not appear within identified wetland areas.
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City of Taylor
February 20, 2026
Page 3
E. Our office will assist in preparing the permit application packages and submittals to the
respective agencies. It is anticipated that any associated outside review agency fees will be
covered directly by the City (typically realized during the construction phase for Wayne County
permitting fees).
Obtain full-width or partial-width topographical survey information within the limits described
above (extending approximately 10 feet beyond the right-of-way limits). This work will be
supplemented with information available through aerials and GIS. Field assistance may be
required from the City to verify existing utility alignments, depths, and service lead locations.
Prepare plans as detailed above illustrating the proposed alignment, construction limitations,
valve and hydrant locations, construction methodology, pipe diameter, and type of pipe (both
existing and proposed). All applicable notes, details, and standard details as required by the City,
Wayne County, MDOT and EGLE will be included in the plan set for permitting, construction award
and construction purposes.
Prepare a Soil Erosion and Sedimentation Control (SESC) Plan as required under Part 91, SESC,
of the Natural Resources and Environmental Protection Act, 1994 Public Act 451, as amended
(NREPA).
It is understood all work is to occur within the limits of the existing public road right-of-way and/or
City of Taylor Property. We do not anticipate the need to obtain temporary construction
easements throughout the project limits.
Include typical details for standard traffic control measures (both Wayne County and MDOT as
applicable). Preparation of detailed Maintenance of Traffic (MOT) plans is not anticipated to be
necessary.
Six meetings are anticipated with the City of Taylor and/or outside permitting agencies.
Preparation of a detailed Engineer’s Opinion of Probable Cost.
It is understood the City is currently discussing the potential to lock in construction pricing
currently being offered. As such, construction award may be made via change order, negating the
need to prepare bid documents.
Project Management to assist in managing the project team, budget, schedule, and coordination
with permitting agencies.
Please note this Proposal does not include effort to provide assistance with pavement cores.
Should services beyond those identified in the above scope be required, Wade Trim will provide
those services on a time and material basis in accordance with our current rate schedule upon
receiving approval from the City.
Wade Trim proposes providing the professional design engineering services for the effort as outlined
above for a Lump Sum Fee in the amount of $600,000. We anticipate preparing a separate scope of
services for the associated construction phases (i.e., inspection, construction engineering, and
construction administration) for consideration concurrent with the recommendation of construction
award.
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City of Taylor
February 20, 2026
Page 4
Please feel free to contact our office if you have any questions or require further information related
to this proposal. Our office is prepared to begin work immediately upon receiving authorization to
proceed under our Continuing Services Agreement. Wade Trim appreciates the opportunity to submit
this Proposal and looks forward to continuing to work alongside the City of Taylor in this tremendous
endeavor.
Very truly yours,
Wade Trim Associates, Inc.
Kelly McRobb-Ackland, PE Vaughn Martin, PE
Senior Project Manager Senior Project Manager
KMA:VM:rjb
BDXTAY
20260211_Gibbs_2025 WM Design Phase Proposal-Ltr – Additional Area.docx
cc: Ralph Richard, DPW Director
251
Wade Trim Associates, Inc.
25251 Northline Road • Taylor, MI 48180
734.947.9700 • www.wadetrim.com
May 22, 2025
City of Taylor
25605 Northline Road
Taylor, MI 48180
Attention: Christopher Gibbs, PE
City Engineer
Re: 2025 Water Main Rehabilitation Project
Proposed Design Services
Dear Christopher:
We are pleased to submit this letter proposal to provide design assistance for the 2025 Water Main
Rehabilitation Project. Our proposal outlines our understanding of the scope of work, associated
schedule, and associated proposed fee to complete. Our submittal format outlines proposed
services for the coordination and preparation of contract documents for the project scheduled for
construction through the 2026 and 2027 construction seasons.
PROJECT UNDERSTANDING/SUMMARY
We understand the City of Taylor has an allocated budget during the 2024/2025 fiscal year for the
design of water main rehabilitation effort in line with the “Water Distribution System Master Plan”.
We further understand the intent is to finalize the design and permitting during 2025 to facilitate
construction over the 2026 and 2027 construction seasons. Local funding is anticipated for both the
design and construction phases of the improvements.
PROJECT SCOPE OF WORK
The selected water main rehabilitation locations are primarily in line with prioritized improvements
identified in the 2020 “Water Distribution System Master Plan” combined with additional needs
identified more recently by the Department of Public Works. The proposed locations are summarized
below, understanding the majority of the improvements are anticipated to be completed through
trenchless technologies including pipe bursting and directional drilling (proposed looping areas), in
an effort to minimize impact to residents and existing road infrastructure. Similar to previous water
main rehabilitation projects, we understand the intent is to replace hydrants and gate valves and to
further include call outs and quantities to replace all service lines to the stop boxes with additional
provision to replace the stop boxes. In areas where lead service lines are revealed during
construction, the service leads will be required to be replaced up to the meter. An estimated quantity
for lead service line replacements will be determined through coordination with the City. It is
important to note some areas may require open trench construction where trenchless technology
may not be a feasible option:
AREA 1 (HAND STATION BUSINESS CENTER & TAYLOR HEIGHTS SUBDIVISION)
• Beverly (Troy to Telegraph; eight inches to eight inches)
• Troy (Beverly to Cypress; eight inches to eight inches)
• Troy (south of Taylor Meadows to Ecorse; six inches to eight inches)
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City of Taylor
May 22, 2025
Page 2
• Bailey (Beverly to Ames; six inches to eight inches)
• Burr (south of Beverly to Ames; six inches to eight inches)
• Buck (Beverly to Ames; six inches to eight inches)
• Banner (Beverly to Ames; six inches to eight inches)
• Cooper (Beverly to Ames; six inches to eight inches)
• Ames (Troy to Telegraph; six inches to eight inches)
• New loop along Beverly from Bailey to Burr (eight inches); assumed within existing right-of-way
• New loop along Burr from Beverly to dead end (eight inches); assumed within existing right-of-way
• New loop along Cypress from Troy to Bailey (eight inches); assumed within existing right-of-way
• New loop along Newcastle from Bailey to Troy (eight inches); assumed within existing right-of-way
AREA 2 (GULLEY AND TAYLOR MEADOWS LOOP)
• Proposed eight-inch loop along Gulley Street north of Ecorse Road to the existing main along
Wilkie Street (final route to be determined understanding an easement may be required if there
are conflicts with the existing enclosed 72-inch Wayne County Drain). Improvements are
anticipated to further include a new looped connection to the fire hydrant lead within the Lakes of
Taylor parking lot fronting the clubhouse as well as replacement of City-identified lead service
lines along Gulley. Agreements and easements with the Wayne County Drain office are
anticipated to be required due to proximity of the improvements to the Schloff Drain and the
finalized water main alignment.
AREA 3 (LIDDELL CHAMBLIN ESTATE SUBDIVISION)
• West/East cross-over loops (final alignment to be determined during design)
DESIGN, PERMITTING AND BIDDING
Based on the above understanding, improvement methodology, and approach as described, we
propose to provide the following professional design engineering services for this Project:
• Contact utility companies serving the above-defined areas to obtain information on their facilities
that may potentially be impacted by the Project.
• We understand this project will require the following permits/permit application effort:
A. A State of Michigan Act 399 Permit for construction of the proposed water main
rehabilitation work.
B. Permits from Wayne County to proceed with the improvements within their road right-of-way
and for work within the Schloff County Drain Easement.
C. A permit from the Michigan Department of Transportation (MDOT) for work within the
Telegraph Road right-of-way (connection points at Beverly/I-94 and Ames Highway).
D. It is understood a permit for work within the floodplain is not required for subgrade
improvements whereby restoration will be to existing grades. No above grade alterations are
proposed within identified floodplain areas.
E. Proposed alignments do not appear within identified wetland areas.
F. Our office will assist in preparing the permit application packages and submittals to the
respective agencies. It is anticipated that any associated outside review agency fees will be
covered directly by the City (typically realized during the construction phase for Wayne County
permitting fees).
• Obtain full-width topographical survey information within the limits described above (extending
approximately 10 feet beyond the right-of-way limits). This work will be supplemented with
253
City of Taylor
May 22, 2025
Page 3
information available through aerials and GIS. Field assistance may be required from the City to
verify existing utility alignments, depths and service lead locations.
• Prepare plans as detailed above illustrating the proposed alignment, construction limitations,
valve and hydrant locations, construction methodology, pipe diameter, and type of pipe (both
existing and proposed). All applicable notes, details, and standard details as required by the City,
Wayne County, MDOT and EGLE will be included in the plan set for permitting, bidding and
construction purposes.
• Prepare a Soil Erosion and Sedimentation Control (SESC) Plan as required under Part 91, SESC,
of the Natural Resources and Environmental Protection Act, 1994 Public Act 451, as amended
(NREPA).
• It is understood all work is to occur within the limits of the existing public road right-of-way and/or
City of Taylor Property. We do not anticipate the need to obtain temporary construction
easements throughout the project limits. Please note we have included effort to prepare
permanent easement exhibits for work within the Gulley Street area should conflicts arise with
the existing 72-inch enclosed Drain. Should this effort be required, we anticipate the standard
Water Main Easement document currently used by the City would apply and the City would further
be responsible for getting those easement document(s) executed by the property owner. We have
further included effort for this area to prepare easement exhibits for “Utility Crossing Agreements”
with Wayne County. Similarly, effort pertaining to the agreement itself is assumed to lie with the
City directly.
• Include typical details for standard traffic control measures (both Wayne County and MDOT as
applicable). Preparation of detailed Maintenance of Traffic (MOT) plans are not anticipated to be
necessary.
• Six meetings are anticipated with the City of Taylor and/or outside permitting agencies.
• Preparation of a detailed Engineer’s Opinion of Probable Cost.
• Preparation of one set of bid documents including the contract documents, technical
specifications, and standard details for use in bidding the Project. Electronic bidding is
anticipated to be utilized for this Project. It is understood one bid document will be prepared that
may include up to two construction phases.
• Assist the City of Taylor in bidding the project including preparing and issuing the bid
advertisement through QuestCDN, issuing the bid documents, preparing and issuing clarification
addenda that may be required, tabulating the bids, and issuing a recommendation of award.
• Project Management to assist in managing the project team, budget, schedule and coordination
with permitting agencies.
• Inclusion of a $20,000 allowance to obtain soil borings as needed throughout the project areas.
• Please note this Proposal does not include effort to provide assistance with pavement cores,
environmental assessments and/or permitting or wetland services including determination,
delineation, permitting and/or mitigation. Should services beyond those identified in the above
scope be required, Wade Trim will provide those services on a time and material basis in
accordance with our current rate schedule upon receiving approval from the City.
We propose to provide the professional design engineering services for the effort as outlined above for
a Lump Sum Fee in the amount of $695,000. We anticipate preparing a separate scope of services for
the associated construction phases (i.e., inspection, construction engineering, and construction
administration) for Board consideration concurrent with the recommendation of construction award.
254
City of Taylor
May 22, 2025
Page 4
Please feel free to contact our office if you have any questions or require further information relative
to this proposal. Our office is prepared to begin work immediately upon receiving authorization to
proceed under our Continuing Services Agreement. We appreciate the opportunity to submit this
Proposal and look forward to continuing to work alongside the City of Taylor in this tremendous
endeavor.
Very truly yours,
Wade Trim Associates, Inc.
Kelly McRobb-Ackland, PE Brian Sousa, PE
Senior Project Manager Vice President
KMA:BS:kmk
BDXTAY
20250522_Gibbs_2025 WM Design Phase Proposal-Ltr - Final.docx
cc: Ralph Richard, DPW Director
255
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Docusign Envelope ID: 30BD3153-FD30-4DAE-909D-9B5308AC9FF7
2025 First Ave, Suite 800S Sales 800-670-8777
Seattle, WA 98121 Service 800-792-0329
206-441-3346 Fax 206-441-7965
Order Form
Customer: City of Taylor Prepared By: Ryan Smith
Contact: Ethan Davis Phone Number: 503-713-3697
Ship To: City of Taylor Bill To: City of Taylor
25505 Northline Rd 25505 Northline Rd
Taylor, Michigan 48180 Taylor, Michigan 48180
United States United States
Term Start Date: 12/31/2025 Bill to Email: ethan.davis@skynetinnovations.com
Term End Date 12/30/2026 Payment Terms: Net 30
Notes:
Billing
One-Time Fees Order Quantity Unit Type Unit Price Total Price1
Frequency
Porting Single Numbers - each1 One-time 0 Each $15.00 $0.00
Porting 10 Consecutive Numbers - each1 One-time 0 Each $15.00 $0.00
Professional Services - FAXCOM Hybrid
One-time 1 Each $0.00 $0.00
Implementation5
Subtotal: $0.00
Billing Order Monthly Price
Usage-Based Fees Unit Type Unit Price
Frequency Estimate2 Estimate3
Account with Local Fax Number (DID) Monthly 18 Line $2.50 $45.00
Account with Toll-Free Fax Number (TF) Monthly 2 Line $2.50 $5.00
Account for Sending Faxes only Monthly 0 Each $2.00 $0.00
Outbound faxes (Contiguous USA) - per
Monthly 1,640 Page $0.067 $109.88
page
Outbound faxes (Canada) - per page Monthly 0 Page $0.067 $0.00
Inbound faxes to Local DID - per page Monthly 825 Page $0.067 $55.28
Inbound faxes to Toll-free - per page Monthly 0 Page $0.067 $0.00
Subtotal: $215.16
Billing
Subscription Fees Term Quantity Unit Type Monthly Price
Frequency
FAXCOM Hybrid Fax Suite (Subscription)5
Includes: Biscom Fax REST API, Biscom Fax Outlook Plug-In,
Monthly 1 Each $325.00
Biscom Fax Multi-Functional Device SMTP Plug In, Biscom Fax
Active Directory Connector, Biscom Fax SSO Connection
System Monitoring & Management Application License5 Annual 1 Each $0.00
7x24 Support Subscription5 Annual 1 Each $0.00
Subtotal: $325.00
1. Porting fees are nonrecurring and charged to the Customer each time a number 6. Fee Type Price3
is ported into or away from Concord. The Customer shall not be charged any One-Time Fees: $0.00
fees for numbers ported in the first 180 days after the execution of this Sales
Order.
Monthly Usage-Based Fees
$215.16
2. Quantity displayed is an estimate, billing will reflect the monthly total actual Estimate:
usage for the Customer Monthly Subscription Fees: $325.00
3. Actual Price is determined by the Customer’s usage of the Services and may be Total Estimated Monthly Fees: $540.16
1
263
Docusign Envelope ID: 30BD3153-FD30-4DAE-909D-9B5308AC9FF7
2025 First Ave, Suite 800S Sales 800-670-8777
Seattle, WA 98121 Service 800-792-0329
206-441-3346 Fax 206-441-7965
higher or lower than the Monthly Estimate Total Term Fee (including One-Time): $6,481.86
4. Features included in the NEXTSTEP Bundle selected by Customer can be found
at: https://concord.net/detailed-bundle-information
5. Invoices for FAXCOM and Secure File Transfer (SFT) Products and Services may Term Total (Months): 12
be sent from, and be payable to, Biscom Inc., Concord’s wholly owned subsidiary
2
264
Docusign Envelope ID: 30BD3153-FD30-4DAE-909D-9B5308AC9FF7
2025 First Ave, Suite 800S Sales 800-670-8777
Seattle, WA 98121 Service 800-792-0329
206-441-3346 Fax 206-441-7965
Terms:
This Order Form, together with the Master Services Agreement (https://concord.net/master-services-agreement), including all
Schedules, constitute the entire agreement between Concord and the Customer (Agreement) governing the Products and
Services referenced above. NOTWITHSTANDING ANY LANGUAGE TO THE CONTRARY, ANY TERMS OR CONDITIONS CONTAINED
IN A PURCHASE ORDER, ACKNOWLEDGMENT, OR SIMILAR DOCUMENT ISSUED BY CUSTOMER SHALL BE OF NO EFFECT.
Standard Order Conditions:
1. There is a $100.00 Minimum Monthly Usage requirement for Digital Fax Usage Based Services. The higher of the sum
of the actual accrued Monthly Recurring Charges and Usage Charges or Minimum Monthly Usage requirement will be
billed to the Customer monthly. The subscription charge for customers using Subscription Services is the Customer’s
Minimum Commitment for Subscription Services and does not apply to the Usage Services Minimum Monthly Usage
requirement.
2. This Order Form is effective on the Term Start Date and shall continue for the Term Length defined above. Thereafter,
the Order Form will automatically renew for additional 12-month Terms until either party terminates this Order Form
by providing the other party with at least 60 days written notice prior to the end of the then-current term.
3. Payment for all invoices is due per the Payment Terms on this Order Form or will accrue late payment penalties as
defined in the Concord Technologies MSA. The subscription charge for customers using Subscription Services will be
applied the month immediately following the execution of this Order.
4. Pricing for Concord Products and Services is defined in this Order Form. Pricing excludes any and all applicable local,
state, and federal taxes or fees (however designated) and any surcharges or regulatory fees incident to the use,
provision, or sale of services to Customer. If your company is tax exempt send a PDF copy of your Tax Exempt
Certificate to: billing@concord.net.
5. Rates for the delivery of faxes to Hawaii, Alaska and international destinations are defined in the Concord
International Rates Schedule available at: https://concordfax.com/international-rates-and-billing. International rates
are subject to change without prior notice.
6. Customer is responsible for confirming all retention settings applicable to the Services and features it uses. Concord’s
default settings will apply if Customer takes no action to reset its retention settings. Document storage charges as
defined in this order may apply.
Concord and Customer have caused this Order to be signed and effective, as of the last date signed below, by their duly
authorized representatives (“Order Effective Date”).
Company: Concord III, LLC Customer: City of Taylor
Name: Name:
Ty Dolin
Title: Title:
Date: Date:
Signed: Signed:
3
265
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Bill to Customer: CITY OF TAYLOR Ship to Customer: CITY OF TAYLOR
Address: 23555 Goddard RD Address: 23555 GODDARD RD
2nd FL IT Suite, City Hall
City: Taylor State: MI Zip: 48180 City: TAYLOR State: MI Zip: 48180
Customer Contact: Reference Number: Phone: Email:
Ryan Moore 3909162 (Contract #: 4836870)
TUNGSTEN AUTOMATION (FORMERLY KOFAX) - OFFICE PRINT SOLNS & SVCS OTHER
VPN Qty Price Ext. Price Co-Term Dates Key/Serial Description
07AS020M4M1-PS1 12 $180.60 $2,167.20 INV-90518-Z3Q6C7 File Import License (60K pages/Yr pack) (12+ tier) Maintenance
07AS001M3M1-PS1 26 $203.49 $5,290.74 INV-90518-Z3Q6C7 AS Device License (25 to 49 tier) Maintenance
07AS018M1M1-PS1 1 $99.75 $99.75 INV-90518-Z3Q6C7 Quick Capture SnapIt add-on Maintenance
07AS025M1M1-PS1 1 $498.75 $498.75 INV-90518-Z3Q6C7 Additional OCR Engine Maintenance
07AS017M1M1-PS1 1 $254.39 $254.39 INV-90518-Z3Q6C7 Quick Capture Device License (1 to 9 tier) Maintenance
07BU003M1M1-PS1 2 $254.39 $508.78 INV-90734-N4G8S7/956615, INV-90734-N4G8S7, User Client Bundle (AutoCapture, WebCapture/Mobile, OM Desktop) (20
INV-90734-N4G8S7, 956615 pack) Maintenance
07BU003M1M1-PS1 2 $254.39 $508.78 INV-90734-N4G8S7/956615, 956615, INV-90734- User Client Bundle (AutoCapture, WebCapture/Mobile, OM Desktop) (20
N4G8S7, INV-90734-N4G8S7 pack) Maintenance
07AS001M3M1-PS1 4 $203.49 $813.96 INV-122521-K7L2V1 AS Device License (25 to 49 tier) Maintenance
Previous PO: PO24201
NOTE: LATE FEE WILL APPLY IF SIGNED FORM IS RECEIVED ON OR
AFTER START DATE OF COVERAGE
TOTAL: $10,142.35 *Applicable Taxes Are Not Included*
Total: Terms of Agreement(Months): Start Date of Coverage: Last Date of Coverage:
$10,142.35 12 1/31/2026 1/30/2027
266
Customer Signature: _______________________________ Primary Email: _____________________________________
Print Name: ______________________________________ Primary Phone: _______________________________________
Print Title: _______________________________________ IT Contact: ______________________________________
Date: ________________ IT Phone#/Email: ____________________________________
Please Note: Support Pricing is NON-REFUNDABLE. After the expiration date any future quotes may increase due to vendor cost changes or internal updates.
Quote Expiration Date: 1/30/2026
Quote Creation Date: 09/08/2025
Type of Renewal: Regular
267
268
Quote Document for
CITY OF TAYLOR
Date: January 26,2026
Quantity Item Description Ext Selling Price
150 [OOD]TUNGSTEN POWER PDF 5 - $18,000.00
GOVERNMENT (100-199 USERS)
INCLUDES LICENSE SERVER LEVEL
D
150 [OOD]TUNGSTEN POWER PDF 5 - $3,576.00
GOVERNMENT (100-199 USERS)
INCLUDES LICENSE SERVER 1
YEAR INITIAL M&S LEVEL D INC1YR
Sub Total: $21,576.00
Reservation of Rights—This quote is based upon the information provided by you, and the assumptions
made by us in preparing the information contained herein. While care has been taken to ensure the
accuracy of this quote, we make no representations or warranties about the accuracy, completeness or
adequacy of the information contained herein, and shall not be liable for any errors or omissions. We
recognize your right to negotiate and approve the terms of any resulting contract and we reserve the same
right.We also acknowledge that all contract terms and conditions must be mutually agreed upon by both of
us.THIS QUOTE IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY AND IS NOT,NOR SHOULD
IT BE CONSTRUED AS, AN OFFER TO SELL/LEASE THE GOODS OR SERVICES LISTED HEREIN.
Rev. 04/13 Quote Number 36365393 Expires on February 28,2026
269
Data Capture Group Price Quotation
Prepared for: City of Taylor Michigan
Attention: Ethan Davis
For Additional Information Contact: Stephen Glynn
PH: 603-552-5203 FAX:603-432-6219
37 Rolling Ridge Road
Date: 01/30/2026 Londonderry, NH 03053
Quote #: 24083
Part Number Description Qty. Unit Price Total
PPDPER0393-D Tungsten Power PDF 5 - Business, Government Level D 150 $140.18 $21,027.00
(100-199 Users)
MNT-PPDPER0393-D1 Tungsten PDF 5 - Business, Government Level D 150 $28.04 $4,206.00
One Year Maintenance and Support
*Enterprise Level Tech Support
*Minor / Major releases of Power PDF
Total $25,233.00
Terms: Net 30
Shipping: Electronic Delivery
All sales of Power PDF Advanced licenses are final.
270
Motion to approve to direct Corporation Counsel to draft a ballot proposal to amend the City of
Taylor Charter, Chapter 4, Section 4.5 Filling Vacancies in Elective Office
Current: If a vacancy occurs in any elective office, then the Council by a majority vote of
its members elect, shall fill such vacancy except as otherwise provided by this Charter
for the unexpired term of such office.
Added intent:
If the Council members fail to fill any vacant Council position after six regular Council
meetings, at the next and subsequent regular Council meetings the City Clerk will vote
along with the Council to attempt to fill any vacant Council positions only.
• Key factors:
o The Council will have six regular meeting to fill the Council (only) vacancy
o The City Clerk will have a vote, only to vote on filling the vacant position,
along with the Council after six regular meetings, until the position is
filled.
271
Motion to approve to direct Corporation Counsel to draft a ballot proposal to amend the
City of Taylor Charter, Chapter 15, Section 15.2, Section 15.3, and Section 15.4 (a)
changing each “limit” from $2,000 to $5,000, per the attached document.
Attached documentation:
ATTACHED “Threshold Recommendations.docx”
Section 15.2. Material Purchases.
No contract shall be entered into by the City for the purchase of any material, tools,
apparatus or any other thing or things, the consideration or cost of which shall exceed Two
Thousand ($2,000.00) Five Thousand ($5,000.00) Dollars until after an opportunity for
competitive bidding; the City shall have the right to reject any or all proposals.
Section 15.3. Specifications.
No public improvement costing more than Two Thousand ($2,000.00) Five Thousand
($5,000.00) Dollars shall be contracted for/or commenced until drawings, profiles and
estimates for the same shall have been submitted to the Council and approved by it; and a
copy thereof shall thereafter remain on file in the office of the Clerk subject to inspection
by the public.
Section 15.4. Approval of Contract: Review: Appropriation.
(a) No contract shall be entered into by the City for the making of any public
improvement or for the purchase of any materials, tools, apparatus, or any other thing or
things, the consideration or cost of which shall exceed Two Thousand ($2,000.00) Five
Thousand ($5,000.00) Dollars until the same shall have been approved by a majority of the
Council elect. All contracts prior to submission to the Council shall be reviewed by the
Mayor. No bids shall be received unless accompanied by a bid bond in the sum of five
percent (5%) of the bid nor shall any contract be entered into unless accompanied by a
performance and material bond in the amount of the contract.
(b) No contract shall be made with any person who is in default to the City.
(c) No public work or improvement shall be commenced, nor any contract therefor be
let or made, until a valid specific appropriation to pay the cost thereof shall have been
made by the Council from funds on hand and legally available for such purpose, or until a
tax or assessment shall have been levied or bonds authorized and sold to pay the cost and
expense thereof.
272