City Council

TIMOTHY WOOLLEY Mayor City of Taylor CITY COUNCIL DOUGLAS A. GEISS CYNTHIA A. BOWER Chairman City Clerk JILL BRANDANA MICHELLE TOCCO Chairwoman Pro-Tem Treasurer 23555 GODDARD ROAD Council Members Taylor, MI 48180 TINA DANIELS CHARLEY JOHNSON PHONE: (734) 287 6550 LINDSEY ROSE ANGIE WINTON www.cityoftaylor.com The Regular Council Meeting of the Taylor City Council will be held on Tuesday May 06, 2025 in the Taylor Municipal Building at 23555 Goddard Rd., Taylor, MI to begin promptly at 6:30 PM AGENDA 1. Call to order 2. Invocation 3. Pledge of Allegiance 4. Roll Call 5. AGENDA AND MINUTES 5.1 Motion to approve the Agenda. 5.2 Motion to approve the acceptance of the minutes of the meeting held April 15, 2025 and dispense with oral reading. 2025_04_15 Final.pdf 5.3 Motion to approve the acceptance of the minutes of the Special meeting held April 29, 2025 and dispense with oral reading. 2025_04_29 Draft.pdf 6. MAYOR COMMUNICATIONS 6.1 Motion to approve the proclamation honoring the 56th Annual Professional Municipal Clerks week May 4-10, 2025. Clerk's Week Proclamation 2025.pdf 1 6.2 Motion to approve the proclamation honoring Robert Szwed for his 45 years of service and dedication to the Taylor Zoning Board of Appeals and Taylor Planning Commission as well as the City of Taylor. Proclamation for Robert Szwed.pdf 6.3 Motion to approve Personal Services Contract for the Assistant General Manager at the Taylor Sportsplex 6.4 Motion to approve rescinding CCR #10.625-16 regarding Area Towing Contract extension. Minutes CCR#10.625-16 7. REGULAR AGENDA 7.1 Motion to approve the second reading of Case #25-04(ZTA) an ordinance amending the Taylor, Michigan, Zoning Ordinance, being Appendix A, of the Taylor Code of Ordinances by amending ARTICLE 28.00 ENTITLED, Definitions, by adding an new Sub-section (uu) to Section 28.11, amending Table 6.02, Business and Office Districts Schedule of Uses, Article 20, Regulated Land Use Review, Sub-section 20.02, Locational Requirements for Regulated Uses, to add sub-section (a)(5) Tobacco retailer. Case #25-04 ZTA AMENDMENT.pdf March 19, 2025.docx 7.2 Motion to approve the second reading of Case # 25-03 (Z)-25350 Ecorse, Zoning Ordinance to amend Appendix A, City of Taylor, Michigan, Code of Ordinances, regulating the development and use of land to rezone parcel #60-011-99-0007-702 of the SW 1/4 Section 5, T.3S, R.10E., City of Taylor, Wayne County, Michigan from I-1 Zc (Light Industrial Conditional Rezoning) to B-1 (Local Business). The property is located on the north side of Ecorse Road between Gulley and Westlake. Case #25-03 Z 25350 Ecorse MEMO.pdf Case #25-03 Z 25350 Ecorse TERMINATION LETTER.pdf Case #25-03 Z 25350 Ecorse RESIDENT NOTICE.pdf PC Minutes.pdf 7.3 Motion to amend CCR#6.274-24 to increase authority for Pressure Vessel Testing an additional $15,000, funded through General Fund-Fire Department, Repair and Maintenance Account. ccr 6_274_24.pdf 7.4 Motion to amend CCR# 4.119-25 to Crown Pro Construction for additional funds in an amount of $150, for an amount not to exceed $5,750. Funded through General Fund-Fire Department, Building Fund Account. Crown Pro Construction.pdf ccr 4_119_25.pdf 7.5 Motion to approve Brinc, sole source, for the purchase of Live911 Software in the amount of $7,800, funded through General Fund Police Contractual Services. Brinc Sole Source.pdf BRINC DFR Program Sole Source 6.10.pdf HigherGround - Taylor PD Live911 Sole Source Letter 20250421.pdf 2  Brinc Live911 Invoice.pdf 7.6 Motion to approve opening of the second Public Hearing for the purpose of receiving suggestions, proposals, and ideas from interested citizens and parties concerning the proposed use of HUD Community Development Block Grant (CDBG) funds for Program Year 2025- 26. 7.7 Motion to approve closing of the second Public Hearing for the purpose of receiving suggestions, proposals, and ideas from interested citizens concerning the proposed use of HUD Community Development Block Grant (CDBG) funds for Program Year 2025-26. 7.8 Motion to approve Barco Products, low bid for the purchase of picnic tables to be used at the Petting Farm for an amount not to exceed $12,650. Funded through State of Michigan Enhancement Grant Account. Barco Products - Picnic Tables.pdf Quote Summary Sheet - Picnic Tables.pdf 7.9 Motion to approve Maverick Environmental Equipment, sole source, for repair to the Windrow Tuner for an amount not to exceed $2,456. Funded through Equipment and Repair Account. Sole Source Invoice 7.10 Motion to approve one (1) employee to attend MPSI Training for an amount not to exceed $1,700, funded through Water Supply Fund. 7.11 Motion to approve Source One Construction, low bid, to install metal roofs and siding on multiple city owned structures per the attached bid, in an amount of $164,150 plus a 5% contingency for an amount not to exceed $172,358. Funded through TBA Capital Outlay. Source One - P-Taylor Roofs.pdf Bid Summary Sheet.pdf 7.12 Motion to approve Ajax Paving Company, second lowest bidder for work to be completed in the 2025-2026 Fiscal Year. Funded through Local Street Fund and Major Street Fund. BID TAB (03-28-2025) CLG.pdf Asphalt Pavement Resurfacing Program (Official Bidnet Posting 03-04-2025) 58 Pages.pdf 7.13 Motion to approve Skynet Innovations for 390 Microsoft 365 G3 licenses, for an amount of $168,480 with a 10% contingency for growth. Funded through General Fund - IT Contractual Services. 20250428_365QuoteTabulation.docx CDW_M365.pdf Cloudfit_M365.pdf NimbusLogic_M365.pdf O365HQ_M365.pdf 3  Skynet_M365_Tenant.pdf 7.14 Motion to approve Skynet Innovations, sole source, for Microsoft 365 conversion tools and one (1) year backup for an amount of $35,621. Funded through General Fund - IT Contractual Services. Skynet_M365_Addons.pdf SoleSourceSkynet.pdf 7.15 Motion to approve the election non-interference policy, per the attached document. Election Non Interference Resolution.pdf 7.16 Motion to approve Inland Press, low quote, for the printing of ballots for the 2025 City Elections in the amount not to exceed $13,000 funded through General Fund, Clerk's Office, Election Supplies. Ballot quote tabulation.pdf 7.17 Motion to approve Taylor High School Music Program Solicitation request on June 28, 2025 from 10 a.m. - 3 p.m. on Goddard and Pardee Road. 7.18 Motion to approve a resolution honoring Bob Seger, as attached. Bob Segar Tribute.pdf 7.19 Motion to nominate and appoint _____ to fill the vacant position on the Taylor City Council, per section 4.5 of the City Council. 8. OPEN BUSINESS 9. ADJOURNMENT 4 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, April 15, 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, Lindsey Rose, Tina Daniels Also Present: Mayor Woolley, Clerk Cindy Bower, Corporation Counsel Ed Plato, Council Secretary Tiarra Swain Excused: Treasurer Michelle Tocco Motion By: Jill Brandana Supported By: Angie Winton Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose, Tina Daniels Nays: None Resolved: To approve the Agenda with addition of item 8.15; Letter of recognition. Unanimously carried CCR #: 4.135-25 Motion By: Angie Winton Supported By: Charley Johnson Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose, Tina Daniels Nays: None Resolved: To approve the acceptance of the minutes of the meeting held April 1, 2025 and dispense with oral reading. Unanimously carried CCR #: 4.136-25 Page: 1 5 Motion By: Jill Brandana Supported By: Charley Johnson Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose, Tina Daniels Nays: None Resolved: To approve the Personal Services Contract for the Assistant Restaurant & Banquet Manager. Unanimously carried CCR #: 4.137-25 Motion By: Angie Winton Supported By: Jill Brandana Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose, Tina Daniels Nays: None Resolved: To approve the Mayor to sign the attached lease agreement between the City of Taylor and Detroit City FC (DCFC). Unanimously carried CCR #: 4.138-25 Motion By: Angie Winton Supported By: Jill Brandana Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose, Tina Daniels Nays: None Resolved: To approve the attached special license application (MLCC) for the 2025 Taylor Summer Festival. Unanimously carried CCR #: 4.139-25 Motion By: Angie Winton Supported By: Jill Brandana Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose, Tina Daniels Nays: None Resolved: To approve summer 2025 golf course rates for Lake of Taylor and Taylor Meadows Golf Courses. Unanimously carried CCR #: 4.140-25 Motion By: Angie Winton Supported By: Jill Brandana Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose, Tina Daniels Nays: None Resolved: To receive & file the March 2025 Budget Performance Report. Unanimously carried CCR #: 4.141-25 Page: 2 6 Motion By: Angie Winton Supported By: Jill Brandana Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose, Tina Daniels Nays: None Resolved: To receive & file the March 2025 Paid Invoice Report. Unanimously carried CCR #: 4.142-25 Motion By: Angie Winton Supported By: Charley Johnson Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose, Tina Daniels Nays: None Resolved: To approve going into a closed-door session at 6:39 p.m. to discuss Risk Management Claim 20250408-C. Roll Call Vote Unanimously carried CCR #: 4.143-25 Reconvened at 6:48 p.m. Motion By: Lindsey Rose Supported By: Tina Daniels Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose, Tina Daniels Nays: None Resolved: To approve final settlement of Risk Management Claim 20250408-C, as recommended by the Risk Management Committee. Unanimously carried CCR #: 4.144-25 Motion By: Jill Brandana Supported By: Tina Daniels Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose, Tina Daniels Nays: None Resolved: To approve KCI Printing for the final postage and processing costs associated with mailing the 2025 Assessment Change Notices for Real Property, in an amount not to exceed $3,552. Funded through General Fund Account. Unanimously carried CCR #: 4.145-25 Page: 3 7 Motion By: Angie Winton Supported By: Charley Johnson Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose, Tina Daniels Nays: None Resolved: To approve the first reading of Case # 25-03 (Z) -25350 Ecorse, Zoning Ordinance to amend Appendix A, City of Taylor, Michigan, Code of Ordinances, regulating the development and use of land to rezone parcel #60-011-99-0007-702 of the SW 1/4 Section 5, T.3S, R.10E., City of Taylor, Wayne County, Michigan from I -1 Zc (Light Industrial Conditional Rezoning) to B-1 (Local Business). The property is located on the north side of Ecorse Road between Gulley and Westlake. Unanimously carried CCR #: 4.146-25 Motion By: Angie Winton Supported By: Charley Johnson Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose, Tina Daniels Nays: None Resolved: To approve the first reading of Case #25-04(ZTA) an ordinance amending the Taylor, Michigan, Zoning Ordinance, being Appendix A, of the Taylor Code of Ordinances by amending ARTICLE 28.00 ENTITLED, Definitions, by adding an new Sub-section (uu) to Section 28.11, amending Table 6.02, Business and Office Districts Schedule of Uses, Article 20, Regulated Land Use Review, Sub-section 20.02, Locational Requirements for Regulated Uses, to add sub-section (a)(5) Tobacco retailer. Interested Parties; R. Pratt Unanimously carried CCR #: 4.147-25 Motion By: Lindsey Rose Supported By: Tina Daniels Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose, Tina Daniels Nays: None Resolved: To approve 0% interest deferred loan for project # 2025-03 for work to be performed by Cutting Edge Restorations per low quote for Roof Replacement in the amount of $6,950. Funded through the Community Development Block Grant Home Rehabilitation account. Not to exceed program limits. Unanimously carried CCR #: 4.148-25 Motion By: Charley Johnson Supported By: Angie Winton Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose, Tina Daniels Nays: None Resolved: To approve 0% interest deferred loan for project #2025-04 for work to be performed by Cutting Edge Restorations per low quote for Roof Replacement in the amount of $11,900. Funded through the Community Development Block Grant Home Rehabilitation account. Not to exceed program limits. Unanimously carried CCR #: 4.149-25 Page: 4 8 Motion By: Angie Winton Supported By: Charley Johnson Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose, Tina Daniels Nays: None Resolved: To amend CCR# 4.162 -23 to add two (2) additional City of Taylor Major Roads Byers Road and Mortenview Drive. Unanimously carried CCR #: 4.150-25 Motion By: Charley Johnson Supported By: Angie Winton Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose, Tina Daniels Nays: None Resolved: To approve Bidigare, low bidder, for the Water Main Improvement Project for Lange Park for an amount not to exceed $494,330. Funded through Water Supply System Fund. Unanimously carried CCR #: 4.151-25 Motion By: Lindsey Rose Supported By: Tina Daniels Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose, Tina Daniels Nays: None Resolved: To approve Hutson, MiDeal Bid, to purchase two (2) zero turn mowers, in an amount not to exceed $26,091. Funded through Act 48 Right of Way Equipment Account. Unanimously carried CCR #: 4.152-25 Motion By: Charley Johnson Supported By: Angie Winton Ayes: Charley Johnson, Angie Winton, Douglas Geiss Nays: Jill Brandana, Lindsey Rose, Tina Daniels Resolved: To approve Al’s Asphalt, low bidder for asphalt pavement resurfacing to be completed in 2025/2026 Fiscal Year. Funded through Local Street Fund and Major Street Fund. Interested Parties; C. Carroll, Swanson Roll Call Vote Motion failed CCR #: 4.153-25 Motion By: Tina Daniels Supported By: Jill Brandana Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose, Tina Daniels Nays: None Resolved: To approve Lower Huron Supply Company, low quote, for the purchase of a floor scrubbing machine for use at the Ford Senior Center in an amount not to exceed $4,276. Funded through TBA Capital Outlay. Unanimously carried CCR #: 4.154-25 Page: 5 9 Motion By: Jill Brandana Supported By: Lindsey Rose Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose, Tina Daniels Nays: None Resolved: To approve purchase agreements with the attached vendors for Senior Center trips and transportation for an amount not exceed $85,000. Funded through Senior Center Donation Account. Unanimously carried CCR #: 4.155-25 Motion By: Angie Winton Supported By: Charley Johnson Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose, Tina Daniels Nays: None Resolved: To approve the letter of recognition of Delores Chorkaluk and Lois Adams for their years in beautification and service in the City of Taylor. Interested Parties; C. Patts Unanimously carried CCR #: 4.156-25 Motion By: Jill Brandana Supported By: Angie Winton Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose, Tina Daniels Nays: None Resolved: To approve adjournment at 8:16 p.m. Unanimously carried CCR #: 4.157-25 _____________________________________ ________________________________ Douglas A. Geiss, Chairman Cynthia A. Bower, City Clerk Page: 6 10 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 special meeting of the Taylor City Council was held on Tuesday, April 29, 2025 at 6:00 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, Lindsey Rose, Tina Daniels Also Present: Mayor Woolley, Clerk Cindy Bower, Corporation Counsel Ed Plato, Council Secretary Tiarra Swain Excused: Treasurer Michelle Tocco Motion By: Jill Brandana Supported By: Angie Winton Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose, Tina Daniels Nays: None Resolved: To approve the Agenda. Unanimously carried CCR #: 4.158-25 Motion By: Angie Winton Supported By: Jill Brandana Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose, Tina Daniels Nays: None Resolved: To approve opening the public hearing on the 2025/2026 City of Taylor Proposed Budget. Unanimously carried CCR #: 4.159-25 Page: 1 11 Motion By: Jill Brandana Supported By: Angie Winton Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose, Tina Daniels Nays: None Resolved: To approve closing the public hearing on the 2025/2026 City of Taylor Proposed Budget. Unanimously carried CCR #: 4.160-25 Motion By: Jill Brandana Supported By: Charley Johnson Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose, Tina Daniels Nays: None Resolved: To approve the proposed 2025 City of Taylor Ad Valorem tax levy rate of 25.2344 mills. To authorize the City Clerk to certify the mileages for spread by the Assessor against the taxable valuation of all real and personal properties subject to taxation within the City and to be collected by the Treasurer. Unanimously carried CCR #: 4.161-25 Motion By: Charley Johnson Supported By: Jill Brandana Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose, Tina Daniels Nays: None Resolved: To receive & file a memorandum from the Director of Budget and Finance regarding the Headlee and Truth-in-Taxation calculations. Unanimously carried CCR #: 4.162-25 Motion By: Charley Johnson Supported By: Jill Brandana Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana Nays: Lindsey Rose, Tina Daniels Resolved: To approve the 1% property tax administration fee to be included on the 2025 property tax bills. 4 -2 Motion carried CCR #: 4.163-25 Motion By: Angie Winton Supported By: Jill Brandana Ayes: Charley Johnson, Angie Winton, Douglas Geiss Nays: Jill Brandana, Lindsey Rose, Tina Daniels Resolved: To approve City of Taylor General Appropriations Act for Fiscal Year 2025- 2026 and Omnibus Budget Amendment for Fiscal Year 2024-2025 per the attached resolution and budget document. 3 -3 Motion failed CCR #: 4.164-25 Recess called by order of the Chair at 6:47 p.m. Page: 2 12 Reconvened at 7:34 p.m. Motion By: Jill Brandana Supported By: Tina Daniels Ayes: Douglas Geiss, Jill Brandana, Lindsey Rose, Tina Daniels Nays: Charley Johnson, Angie Winton Resolved: To reconsider City of Taylor General Appropriations Act for Fiscal Year 2025- 2026 and Omnibus Budget Amendment for Fiscal Year 2024-2025 per the attached resolution and budget document. 4 -2 Motion carried CCR #: 4.165-25 Motion By: Jill Brandana Supported By: Tina Daniels Ayes: Douglas Geiss, Jill Brandana, Lindsey Rose, Tina Daniels Nays: Charley Johnson, Angie Winton Resolved: To amend the main budget motion to move $200,000 from General Fund Balance to Local Roads. 4 -2 Motion carried CCR #: 4.166-25 Motion By: Jill Brandana Supported By: Tina Daniels Ayes: Douglas Geiss, Jill Brandana, Lindsey Rose, Tina Daniels Nays: Charley Johnson, Angie Winton Resolved: To approve City of Taylor General Appropriations Act for Fiscal Year 2025- 2026 and Omnibus Budget Amendment for Fiscal Year 2024-2025 per the attached resolution and budget document, as amended, with the addition of moving $200,000 from General Fund Balance to Local Roads. 4 -2 Motion carried CCR #: 4.167-25 Motion By: Jill Brandana Supported By: Angie Winton Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose, Tina Daniels Nays: None Resolved: To approve adjournment at 8:13 p.m. Unanimously carried CCR #: 4.168-25 _____________________________________ ________________________________ Douglas A. Geiss, Chairman Cynthia A. Bower, City Clerk Page: 3 13  City of Taylor, Michigan 56th ANNUAL PROFESSIONAL MUNICIPAL CLERKS WEEK MAY 4-10, 2025 WHEREAS, The Office of the Professional Municipal Clerk, a time honored and vital part of local government exists throughout the world, and WHEREAS, The Office of the Professional Municipal Clerk is the oldest among public servants, and WHEREAS, The Office of the Professional Municipal Clerk provides the professional link between the citizens, the local governing bodies and agencies of government at other levels, and WHEREAS, Professional Municipal Clerks have pledged to be ever mindful of their neutrality and impartiality, rendering equal service to all. WHEREAS, The Professional Municipal Clerk serves as the information center on functions of local government and community. WHEREAS, Professional Municipal Clerks continually strive to improve the administration of the affairs of the Office of the Professional Municipal Clerk through participation in education programs, seminars, workshops and the annual meetings of their state, county and international professional organizations. WHEREAS, It is most appropriate that we recognize the accomplishments of the Office of the Professional Municipal Clerk. THEREFORE, BE IT HEREBY PROCLAIMED, that I, Mayor Tim Woolley, on behalf of the City Council and the residents of Taylor, Michigan, on this 6 Day of May, 2025 do recognize the week of May 4 through May 10, 2025, as Professional Municipal Clerks Week, and further extend appreciation to our Professional Municipal Clerk, Cynthia A. Bower, her office staff and to all Professional Municipal Clerks for the vital services they perform and their exemplary dedication to the communities they represent. ______________________________________ ____________________________________ Mayor Timothy O. Woolley Council Chairman Douglas A. Geiss ______________________________________ ____________________________________ City Clerk Cynthia A. Bower Council Chairwoman Pro-Tem Jill Brandana ______________________________________ ____________________________________ City Treasurer Michelle Tocco Councilwoman Tina Daniels ____________________________________ Councilman Charley Johnson ____________________________________ Councilwoman Lindsey Rose ____________________________________ Councilwoman Angie Winton 14  City of Taylor, Michigan A Proclamation Honoring Robert Szwed Whereas Robert Szwed has served his community for over 45 years, has been a resident of the City of Taylor for over 50 years, is married to his beautiful wife, they have 2 children, 5 grandchildren and 5 great grandchildren, and Whereas Mr. Szwed attended Technical Education classes for Ford Motor Company, Henry Ford Community College, Cass Tech and River Rouge High School, he is also an Ordained Elder at First Presbyterian Church in Dearborn Michigan, and Whereas Mr. Szwed has dedicated his time by serving as a Commissioner on the Zoning Board of Appeals for 32 years and the Planning Commission for 13 years, he was elected as chairman from 2002-2024 on the Zoning Board of Appeals, elected as chairman on the Planning Commission from 2015-2024 and has also served on the Eureka Way Committee, Van Born Corridor Improvement Committee and the Downtown Development Authority, Now, therefore be it Proclaimed that, the Mayor, City Council and Elected Official's, together with the residents of the great City of Taylor would like to honor Robert Szwed for his dedication and many years of service to the City of Taylor. ______________________________________ ____________________________________ Mayor Timothy O. Woolley Council Chairman Douglas A. Geiss ______________________________________ ____________________________________ City Clerk Cynthia A. Bower Council Chairwoman Pro-Tem Jill Brandana ______________________________________ ____________________________________ City Treasurer Michelle Tocco Councilwoman Tina Daniels ____________________________________ Councilman Charley Johnson ____________________________________ Councilwoman Lindsey Rose ____________________________________ Councilwoman Angie Winton 15 16  ORDINANCE NO. 25- AN ORDINANCE AMENDING THE TAYLOR, MICHIGAN, ZONING ORDINANCE, BEING APPENDIX A, OF THE TAYLOR CODE OF ORDINANCES BY AMENDING ARTICLE 28.00 ENTITLED, Definitions, by adding an new Sub-section (uu) to Section 28.11, amending Table 6.02, Business and Office Districts Schedule of Uses, Article 20, Regulated Land Use Review, Sub-section 20.02, Locational Requirements for Regulated Uses, to add sub-section (a)(5) Tobacco retailer THE CITY OF TAYLOR ORDAINS: SECTION 1. That Article 28.00, Definitions,Section 28.11 to add (uu) Tobacco retailer, amending Table 6.02, Business and Office Districts Schedule of Uses, Article 20, Regulated Land Use Review, Sub-section 20.02, Locational Requirements for Regulated Uses, to add sub-section (a)(5) Tobacco retailer be amended as be amended as follows: Section 28.11, Definitions S-T (uu) Tobacco Retailer/Store. Business who sells, offers for sale, or does or offers to exchange for any form of consideration, tobacco, Tobacco Products or Tobacco Paraphernalia. “Tobacco Retailing” shall mean the doing of any of these things. This definition is without regard to the quantity of Tobacco Products or Tobacco Paraphernalia sold, offered for sale, exchanged, or offered for exchange. Table 6.02 Table 6.02 Business and Office Districts Schedule of Uses Additional Use O-1 O-2 B-1 B-2 B-3 Requirements Retail Uses Antique & Collectible Shop -- -- -- SLU -- -- SLU SLU Firearms dealers, distributors & repair shops -- -- -- & & Article 20 RLU RLU Liquor Stores with more than 30% of Floor Area -- -- SLU SLU SLU -- Dedicated to the Sales of Alcoholic Beverages Lumber & Building Material Sales & Storage Yards and/or Non-industrial Rental Equipment -- -- -- -- SLU Section 13.04(a) Centers Nurseries & Similar Outdoor Retail Sale of Trees, Fruits, Vegetables, Shrubbery, Plants, Seed, Topsoil, Humus, Fertilizer, Trellises, Lawn -- -- -- SLU SLU Section 13.04(b) Furniture, other Home Garden Supplies, & Equipment & Similar Uses Outdoor Display, Sales, Storage -- -- -- -- SLU -- SLU SLU Pawn Shops, Excluding Automobile Pawn -- -- -- & & Article 20 Facilities RLU RLU SLU Precious Metal & Gem Dealers purchasing from -- -- -- & SLU Section 13.04(c) the General Public RLU Replacement Parts Sales (New or Reconditioned -- -- -- -- P -- only) SLU Resale Shops -- -- -- & SLU -- RLU 17  Table 6.02 Business and Office Districts Schedule of Uses Additional Use O-1 O-2 B-1 B-2 B-3 Requirements Retail & Personal Service Uses on the First Floor of a Multiple Story Building. Not Exceeding -- SLU P P P -- 10,000 sq. ft. in O-2 Retail Businesses Uses up to 60,000 sq. ft. Whose Principal -- -- P P P Section 13.04(d) Net Floor Area Activity is the Sale or Rental of Merchandise Uses 60,000 sq. ft. of within a Completely -- -- SLU SLU SLU Section 13.04(d) Net Floor Area or more Enclosed Building Retail Business Offering a Drive-Through Service -- -- -- SLU SLU Section 13.04(e) SLU SLU Tobacco Retailer, Tobacco Store -- -- -- & & -- RLU RLU Article 20.02, Locationsl Requirements for Regulated Uses (a) The establishment of a regulated use listed below (whether the use is primary, secondary, or accessory) is prohibited if the use will be within a 1,000 foot radius of another regulated use: (1) Adult regulated uses, as listed in Section 20.05(c) Classification. (2) Firearms dealers (where over ten percent (10%) of the business revenues are generated by the sale of firearms) distributors, repair shops, firing ranges (only in an enclosed building), and similar establishments. (3) Pawn shops. (4) Tattoo parlor. (5) Tobacco retailer/store SECTION 2. Repeal. All ordinances and parts of ordinances in conflict with the provisions set forth herein are hereby repealed to the extent of such conflict. SECTION 3. Savings Clause. Should any section, clause or phrase of this ordinance be declared by a Court of competent jurisdiction to be invalid, the declaration by said Court shall not affect the validity of this ordinance as a whole or any part thereof other than the part so declared to be invalid. SECTION 4. Publication and Effective Date. This ordinance shall become effective upon passage by the City Council and publication of the ordinance in accordance with the Charter of the City of Taylor and the statutes of the State of Michigan. 18 TAYLOR PLANNING COMMISSION MEETING MINUTES WEDNESDAY, MARCH 19, 2025 The Taylor Planning Commission meeting was held in the Taylor Municipal Building, 23555 Goddard Road, on Wednesday, March 19, 2025 at 7:00 P.M., Vice Chairman Robert Szwed presiding. Pledge of Allegiance Present: Messrs. Szwed, Fisher, Siemion, Ghallozi, Styles and Johnson Excused: Mr. Stewart Also Present: Ms. Lora Fell, Planning Director, Kaitlyn Hines, Deputy Planning Director Motion by Johnson Supported by Siemion Resolved: To approve the agenda. Unanimously carried. Resolution Number 3.09-25 Motion by Siemion Supported by Johnson Resolved: To approve the minutes of the March 5, 2025, meeting and dispense with the oral reading. Unanimously carried. Resolution Number 3.10-25 LEGISLATIVE ACTION Case #25-03(Z) – 25350 Ecorse- Reversion of Conditional Rezoning Parcel #60-011-99-0007-702 of the SW ¼ Section 5, City of Taylor, T.3S., R.10E., Wayne County, Michigan, to be rezoned from I-1(ZC) (Light Industrial, Conditional rezoning to B- 1 (Local Business). The property is located on the north side of Ecorse Road between Gulley and Westlake. This is a conditional (contract) rezoning reversion back to the original zoning classification. Motion by Fisher Supported by Siemion Resolved: To recommend City Council approval of Case #25-03 (Z), Reversion of the conditional rezoning from I-1 to B-1, for 25350 Ecorse. Unanimously carried. Resolution Number 3.11-25 Case #25-04(ZTA) – Tobacco Stores/Shops AMENDMENT TO ARTICLE 28.00 ENTITLED, Definitions, by adding a new Subsection (uu) to Section 28.11, amending Table 6.02, Business and Office Districts Schedule of Uses, Article 20, Regulated Land Use Review, Sub-section 20.02, Locational Requirements for Regulated Uses, to add sub-section (a)(5) Tobacco retailer. 19 TAYLOR PLANNING COMMISSION MEETING MINUTES WEDNESDAY, MARCH 19, 2025 Page 2 Motion by Ghalozi Supported by Styles Resolved: To recommend City Council approval of Case #25-04 (ZTA) as presented. Unanimously carried. Resolution Number 3.12-25 Motion by Fisher Supported by Johnson Resolved: That the meeting be adjourned. Unanimously carried. Resolution Number 3.13-25 The meeting adjourned at 7:09 P.M. _________ ________ Robert Szwed, Vice Chairman Cynthia A. Bower, City Clerk 20  TAYLOR PLANNING DEPARTMENT Memo To: Planning Commission From: Lora Fell, Planning Director Date: 3/12/2025 Re: Case #25-03(Z) — reversion of conditional rezoning The property at 25350 Ecorse has a conditional rezoning agreement which has expired and the property has been sold to new owners. This rezoning will affirm that the property has reverted to the original zoning classification. • Page 1 21  CITY COUNCIL TIMOTHY WOOLLEY Mayor City of Taylor DOUGLAS A. GEISS Chairman JILL BRANDANA CYNTHIA A. BOWER Planning Department Chair Pro-Tern City Clerk 23555 GODDARD ROAD Chair Pro-Tern Taylor, MI 48180 CHARLEY JOHNSON MICHELLE TOCCO TINA DANIELS Treasurer PHONE: (734) 287-6550 LINDSEY ROSE www.citvoftaylorcom ANGIE WINTON December 12, 2024 Mr. Wayne Michalak 0/0 John Panourigas, Esq. Panourgias Law Firm, PLLC 30100 Telegraph Road, Ste. 360 Bingham Farms, MI 48025 RE: 25350 Ecorse Road — Conditional Rezoning Tax I.D. #60-011-99-0007-702 — 7.03 acres Mr. Michalak: This letter is to give notice that the terms and conditions of the conditional rezoning agreement for 25350 Ecorse Road have not been met, and the agreement will terminate in thirty (30) days from the date of this notice, per the Termination section of the conditional agreement. Per section 27.05(d) 1-4, substantial construction on the approved development has not commenced, within the 18 months since approval, and there has been no application for an extension of the agreement. If you have any further questions or concerns, please feel free to contact me. Lora Fell Director of Planning City of Taylor Ifella.ci.taylor.mi.us Mobile (734) 564-3501 Office (734) 374-7255 22  CITY COUNCIL TIMOTHY WOOLLEY Mayor City of Taylor DOUGLAS A. GEISS Chairman CYNTHIA A. BOWER Planning Department JILL BRANDANA City Clerk 23555 GODDARD ROAD Chairwoman Pro-Tern Taylor, MI 48180 CHARLEY JOHNSON MICHELLE TOCCO ANGIE VIIINTON Treasurer PHONE: (734) 287-6550 LINDSEY ROSE www.citvoftaylor.com February 24, 2025 Dear Resident: Notice is hereby given that there will be a public hearing for the purpose of hearing comments to a proposed rezoning on the following described property: That the Zoning Map in connection with the Zoning Ordinance of the City shall be amended so that the zoning on the following described property; to wit: Case #25-03 (Z) — 25350 Ecorse Parcel #60-011-99-0007-702 of the SW 1/4 Section 5, City of Taylor, T.3S., R.10E., Wayne County, Michigan, to be rezoned from 1-1 (Light Industrial, Conditional rezoning to B-1 (Local Business). The property is located on the north side of Ecorse Road between Gulley and Westlake. This is a conditional (contract) rezoning reversion back to the original zoning classification. The public hearing will be held on Wednesday, March 19, 2025 at 7:00 P.M, in the Council Chambers of the Taylor Municipal Building, 23555 Goddard Road, Taylor, Michigan. You are invited to attend the public hearing, comment via email to Ifellci.tavlor.rni.us or to send your written comments regarding the request to the City of Taylor Planning Commission, 23555 Goddard Road, Taylor, Michigan, 48180. Sincere d i te/ YaL_ Lora Fell Planning Director City of Taylor Ifell@ci.taylor.mi.us 23 TAYLOR PLANNING COMMISSION MEETING MINUTES WEDNESDAY, MARCH 19, 2025 The Taylor Planning Commission meeting was held in the Taylor Municipal Building, 23555 Goddard Road, on Wednesday, March 19, 2025 at 7:00 P.M., Vice Chairman Robert Szwed presiding. Pledge of Allegiance Present: Messrs. Szwed, Fisher, Siemion, Ghallozi, Styles and Johnson Excused: Mr. Stewart Also Present: Ms. Lora Fell, Planning Director, Kaitlyn Hines, Deputy Planning Director Motion by Johnson Supported by Siemion Resolved: To approve the agenda. Unanimously carried. Resolution Number 3.09-25 Motion by Siemion Supported by Johnson Resolved: To approve the minutes of the March 5, 2025, meeting and dispense with the oral reading. Unanimously carried. Resolution Number 3.10-25 LEGISLATIVE ACTION Case #25-03(Z) – 25350 Ecorse- Reversion of Conditional Rezoning Parcel #60-011-99-0007-702 of the SW ¼ Section 5, City of Taylor, T.3S., R.10E., Wayne County, Michigan, to be rezoned from I-1(ZC) (Light Industrial, Conditional rezoning to B- 1 (Local Business). The property is located on the north side of Ecorse Road between Gulley and Westlake. This is a conditional (contract) rezoning reversion back to the original zoning classification. Motion by Fisher Supported by Siemion Resolved: To recommend City Council approval of Case #25-03 (Z), Reversion of the conditional rezoning from I-1 to B-1, for 25350 Ecorse. Unanimously carried. Resolution Number 3.11-25 Case #25-04(ZTA) – Tobacco Stores/Shops AMENDMENT TO ARTICLE 28.00 ENTITLED, Definitions, by adding a new Subsection (uu) to Section 28.11, amending Table 6.02, Business and Office Districts Schedule of Uses, Article 20, Regulated Land Use Review, Sub-section 20.02, Locational Requirements for Regulated Uses, to add sub-section (a)(5) Tobacco retailer. 24 TAYLOR PLANNING COMMISSION MEETING MINUTES WEDNESDAY, MARCH 19, 2025 Page 2 Motion by Ghalozi Supported by Styles Resolved: To recommend City Council approval of Case #25-04 (ZTA) as presented. Unanimously carried. Resolution Number 3.12-25 Motion by Fisher Supported by Johnson Resolved: That the meeting be adjourned. Unanimously carried. Resolution Number 3.13-25 The meeting adjourned at 7:09 P.M. _________ ________ Robert Szwed, Vice Chairman Cynthia A. Bower, City Clerk 25 Motion By: Charley Johnson Supported By: Jill Brandana Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose, Tina Daniels Nays: None Resolved: To approve applying for Michigan Department of Labor and Economics (EGRAMS) grant funding for replacement/purchase of second set turnout gear with no match. Funded through the General Fund-Fire Department- Uniform account. Unanimously carried CCR #: 6.273-24 Motion By: Lindsey Rose Supported By: Tina Daniels Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose, Tina Daniels Nays: None Resolved: To approve Fire Department purchase agreements per the attached documents for an amount not to exceed $324,200 for the 2024/2025 fiscal year. Unanimously carried CCR #: 6.274-24 Motion By: Jill Brandana Supported By: Angie Winton Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose, Tina Daniels Nays: None Resolved: To amend CCR#4.170-24 to increase authority of West Shore Services, Inc., by $642 for Alert Siren Repairs, funded through General Fund Equipment Repair and Maintenance. Unanimously carried CCR #: 6.275-24 Motion By: Charley Johnson Supported By: Lindsey Rose Ayes: Charley Johnson, Angie Winton, Douglas Geiss Jill Brandana. Lindsey Rose, Tina Daniels Nays: None Resolved: To amend CCR#1.16-24 to increase authority of Knight Watch by $116,332, plus 5% contingency, for an amount not to exceed $122,149 for additional cameras. Funded through General Fund Building & Grounds TBA Capital Outlay. Unanimously carried CCR #: 6.276-24 Motion By: Jill Brandana Supported By: Charley Johnson Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose, Tina Daniels Nays: None Resolved: To approve Michigan Police Equipment, State Contract, for the purchase of twenty (20) Glocks for an amount not to exceed $12,300, funded through 2022 JAG Grant. Unanimously carried CCR #: 6.277-24 Page: 4 26  INVOICE Crown Pro Construction LLC 320214th Street 'd 6.9.11.5.tr,ukti.o.n Wyandotte, Michigan 48192 United States 7346860620 BILL TO Invoice Number: 10 Smokehouse - Taylor Fire Department Invoice Date: April 9, 2025 Payment Due: April 9, 2025 IC Amount Due (USD): $5,750.00 Items Quantity Price Amount Shingle Roof Replacement 1 $5,600.00 $5,600.00 Complete roof project using Owens Corning Duration shingles. Including tear off. 3 feet Ice and Water Shield included. Synthetic Felt Installation Included. New Drip Edge and Ventilation Included. Roof board replacement 1 $0.00 $0.00 Any roof board replaced is 5$ per foot in addition to contract price Sheathing Replacement 3 $50.00 $150.00 Any bad plywood replaced with 1/2 inch OSB at $35 per sheet labor + market price of OSB at the time of install. Total: $5,750.00 Amount Due (USD): $5,750.00 Notes / Terms Roughly 900 square feet. Roughly 27 bundles to cover plus cap and starter shingles. All rotten wood will be replaced at costs outlined above. Worst case is a full re-sheet with 1/2 in OSB @ $1600 Drip edge metal installed on all eaves and rake edges. All new soil pipe flashings and Lomanco bird proof roof vents. 6 Vents included. egdf-- LI .119 "Q Page 1 of 2 for Invoice #10 27  INVOICE Crown Pro Construction LLC 3202 14th Street ti C-Ans.triug.ti9it Wyandotte, Michigan 48192 United States 7346860620 Notes / Terms Reseal and paint all flashings adjacent to this project. Remove antenna Tarp all grounds surrounding building and remove all debris Thoroughly run nail magnet around entire work site upon completion Powered by frwave Page 2 of 2 for Invoice #10 28 Motion By: Lindsey Rose Supported By: Jill Brandana Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose, Tina Daniels Nays: None Resolved: To approve the closing of the Public Hearing to receive suggestions, proposals, and ideas from interested citizens concerning the proposed use of HUD Community Development Block Grant (CDBG) funds for Program Year 2025-26. Unanimously carried CCR #: 4.118-25 Motion By: Jill Brandana Supported By: Tina Daniels Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose, Tina Daniels Nays: None Resolved: To approve Crown Pro Construction, low bid, for the purchase & installation of a new roof at the Fire Department Smoke House, in the amount not to exceed $5,600. Funded through General Fund, Fire Department-Building Fund. Unanimously carried CCR #: 4.119-25 Motion By: Charley Johnson Supported By: Angie Winton Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Lindsey Rose, Tina Daniels Nays: Jill Brandana Resolved: To amend CCR #9.483-24, to a nine (9) month extension for a total amount of $144,000. Funded through IT Contractual Services. Roll Call Vote 5 -1 Motion carried CCR #: 4.120-25 Motion By: Angie Winton Supported By: Charley Johnson Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose, Tina Daniels Nays: None Resolved: To amend CCR #1.07-25, to increase Docuware renewal in the amount not to exceed $17,917. Funded through IT Contractual Services. Unanimously carried CCR #: 4.121-25 Motion By: Charley Johnson Supported By: Lindsey Rose Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose, Tina Daniels Nays: None Resolved: To approve ENTA Supply for the annual Sensus Flexnet hosting fees in an amount not to exceed $44,240. Funded though Water Supply Systems Fund. Unanimously carried CCR #: 4.122-25 Page: 3 29 30 31 32 33 Sole Source Letter for BRINC’s Drone as First Responder Program BRINC Drones is the only company creating the hardware, software, and services associated with BRINC’s Drone as First Responder (DFR) program. This program features U.S. manufactured, NDAA-compliant hardware and offers a comprehensive public safety solution. It integrates program-related services, specialized software, both outdoor and indoor drone capabilities, and a drone nest, providing a unique set of features. Outdoor Capabilities: BRINC Responder Drone ● Integrated loudspeaker (with siren function) and microphone, transforming the drone into a mobile communication hub for negotiations, emergency announcements, and more. ● Equipped with a 3-axis gimbal paired with a high-resolution camera, ensuring stable and clear aerial footage for optimal situational awareness. ● 40x total zoom capability, provides detailed imagery even from a considerable distance, enhancing mission capabilities. ● 640 px thermal camera makes it easy to identify people or see fire through smoke and provides situational awareness even in low or no light conditions. ● With a flight time of 42 minutes, agencies are able to cover larger areas and complete missions more efficiently. ● Integrated emergency lights and siren enhance visibility and make it clear to the public that this is an emergency vehicle deploying to a call for service. ● Emergency responder markings on the drone clearly identify it as a public safety vehicle, and can be customized to include agency badge, patch, or city emblem. ● Forward obstacle avoidance sensors enhance flight safety by detecting and navigating around obstacles in real-time, reducing the risk of collisions. ● Features a versatile attachment rail, accommodating accessories such as a spotlight and payload dropper. ● Included AVSS parachute offering a streamlined FAA approval process for drone operators wishing to conduct operations over people. ● IP X4 weather resistance for greater useability in harsh conditions. ● Designed and manufactured in the USA, meeting the security standards set forth by the National Defense Authorization Act (NDAA). ● Lemur 2 and Responder share a common controller, charger, accessories, mesh radios, and software making it easy to standardize on a single solution. ● Blended cellular connection using both a 4G LTE module and BRINC Connect mesh networking radios for teleoperations or robust local control. Deploy From Pre-Positioned Sites: BRINC Responder Station ● Enables autonomous drone take-off and landing procedures, streamlining mission deployment and operational efficiency while being ready to deploy at a moment’s notice. 34  1055 N. 38th Street Seattle, WA 98103 ● An automatic charging mechanism charges the drone by centering it within the Station, where compatible contacts on the drone’s legs establish a connection, ensuring operational readiness. ● Station doors provide a protective shield, safeguarding the drone from environmental factors such as adverse weather conditions, dust, and debris. ● Station is engineered to operate in challenging climates, ensuring reliable performance under adverse weather conditions. ● Rapid opening mechanism under 5 seconds for rapid response. ● Common 120 VAC (Standard US Plug, NEMA 5-15) plug allowing it to be plugged in a standard outlet. ● Critical components are elevated 13 inches above ground level, making it resistant to standing water in extreme weather conditions. ● Designed and manufactured in the USA, meets the security standards set forth by the National Defense Authorization Act (NDAA). ● Integrated, 30fps drone bay camera that streams directly to BRINC LiveOps for tracking drone status. Integrates with BRINC LiveOps, a cloud-based platform streamlining drone program operations, offering the following combination of features: ● View live streams from all connected BRINC drones, covering both outdoor and indoor drone operations. Including 4K color, zoom and thermal sensors. ● Teleoperation capability enables real-time, remote deployment and control of Responder through LiveOps, enabling operators to scalably deploy Responder to emergencies across their jurisdiction. ● Augmented reality overlay adds an extra layer of intelligence to coordinate response and pinpoint exact locations with the ability to see street names and addresses directly on live video feeds. ● Integrated with Live911, which feeds 911 call locations and allows teleoperators to hear live 911 call audio, further enhancing response capabilities. ● Import call-for-service locations directly from Computer-Aided Dispatch (CAD) systems, which enhances response times. ● Stream LEMUR 2 LiDAR data to LiveOps for stakeholders while the drone autonomously creates and shares 3D maps, saving all information on LiveOps. ● Communicate using the drone's and BRINC Ball’s built-in loudspeaker and microphone, seamlessly connected to the LiveOps platform. ● Enhance negotiations with A.I. call transcriptions on LiveOps, ensuring accuracy, real-time insights, and collaborative decision-making. 35  ● Manage fleets and teams, oversee pilots, maintain detailed flight records, and track call history. 1055 N. 38th Street Seattle, WA 98103 ● Integrated data and transparency dashboard, allowing the community to check and review drone operations. ● LiveOps is CJIS compliant, meeting FBI standards for managing criminal justice information, ensuring secure data handling. ● Data is securely hosted on AWS servers within the U.S., adhering to domestic data residency requirements. Comprehensive airspace awareness integrated into BRINC LiveOps: ● ADS-B (Automatic Dependent Surveillance-Broadcast) broadcasts aircraft location, speed, and other data to air traffic control and nearby aircraft. The FAA mandates ADS-B Out for most aircraft in controlled US airspace, making this data essential for drone systems to monitor airspace traffic. ● Ground-based radar provides dual redundancy for enhanced safety alongside ADS-B's comprehensive airspace awareness. It identifies moving objects within 75 to 400 feet, including a 100-foot buffer, ensuring accuracy even for non-ADS-B compliant aircraft. ● Integrated weather data provides real-time and forecasted information, ensuring operators understand environmental factors that could impact drone flights, enhancing safety and efficiency. ● Integration with national airspace alerts ensures adherence to national airspace regulations and temporary flight restrictions (TFRs), allowing safe and compliant flight operations. ● Receive alerts for nearby aircraft, weather, or airspace restrictions, ensuring awareness of changing airspace conditions. ● A fusion of all services gives pilots the information they need to quickly and safely make decisions, as well as be alerted to what they need to observe. Regulatory, Services, and Support ● BRINC regulatory support will help your agency obtain waivers, certificates of authorization (COAs) and more for operational compliance. ● In-person, virtual training and training the trainer options for personnel across all skill levels. This includes ongoing educational resources as new software releases come out. ● Provides robust operational support, including 24-hour phone support assistance, help with data analysis, and ongoing operational optimization. ● Collaborate with your agency to develop transparent communication strategies and community engagement initiatives. ● BRINC ensures a seamless installation process for its stations, optimizing location and deployment functionalities to enhance the reliability of the system. 36 ● Get the latest BRINC technology plus unlimited replacements & repairs with the BRINC Safeguard program. 1055 N. 38th Street Seattle, WA 98103 37 Taylor Police Department 23515 Goddard Rd. Taylor, MI 48180 April 21, 2025 To Whom It May Concern: HigherGround, Inc., a veteran owned small business based in Thousand Oaks California is the developer of the Live911 solution. This first ever technology livestreams 911 calls directly to first responders and provides caller location via a map for improved situational awareness and faster response times. Live911 was developed to help saves lives in the community and keep officers safer. Currently, no other company provides this type of technology. Patent number 11,206,327. Please contact me if there are any questions. Sincerely, Mike Halliwell Vice President, Sales HigherGround, Inc. 818.456.1561 mhalliwell@higherground.com 818.456.1600 • www.higherground.com • 275 E. Hillcrest Drive, Ste. 160-108, Thousand Oaks, CA 91360 38 39 40 41  Quote Barco Products, LLC Account Number - 391818 24 N Washington Ave Batavia IL 60510 Estimate # QUORCO23294 (630) 845-5468 keyaccounts@barcoproducts.com 4/21/2025 Customer Ship To Accounts Payable Guido Ulin City of Taylor City Hall City of Taylor 23555 Goddard Rd 12603 Pardee Rd Taylor MI 48180 Taylor MI 48180 Item Qty Rate Amount Estimated Lead Time KTB1300-TN 12 $855.00 $10,260.00 Ships in 4 - 5 Weeks BarcoBoardâ„¢ A-Frame Picnic Table/ 6' Table/ Desert Tan KBM1440-TN 1 $1,215.00 $1,215.00 Ships in 4 - 5 Weeks BarcoBoard Walk-Thru Wheelchair Accessible Table/ 8' Table/ Desert Tan Subtotal $11,475.00 Tax Total (%) $0.00 Shipping $1,174.40 Total $12,649.40 *Estimated lead time is based on normal fulfillment time of an order at this moment. Orders with large quantities may require additional time. These estimates are subject to change based on the nationwide supply chain issue. PRICING FOR THIS QUOTE IS LOCKED IN FOR 30 DAYS 42  Quote Summary {MUST BE SECOND PAGE OF COUNCIL ITEM} Picnic Table Quotes Solicitation Method(s) Utilized: Online Sourcing Unit Cost Freight Comments & Name of Vendor Address Telephone Subtotal Recommendations 176 E Lakewood Blvd, Qty. 12 - $1,065.00/ea Sinclair Recreation 800-444-4954 $1,390.00 $15,505.00 Holland, MI 49424 Qty. 1 - $1,335.00 15750 S Keeler Terrace, Qty. 12 - $1,237.64/ea Frog Furnishings 913-361-7611 $797.00 $17,301.16 Olathe, KS 66062 Qty. 1 - $1,652.48/ea 24 N Washington Ave. Qty. 12 - $855.00/ea Barco Products 630-845-5468 $1,174.40 $12.649.40 Batavia, IL 60510 Qty. 1 - $1,215.00/ea Purchasing Agent Signature: Aileen Shamoon Date: 4/26/2025 Time: 10:10 AM Page 1 of 1 43  CITY OF TAYLOR SOLE SOURCE JUSTIFICATION FORM INSTRUCTIONS: Complete this entire form, including BOTH SECTIONS I and II for all sole source purchases. Send the completed form to the Budget & Finance Department, Central Purchasing. In compliance with Section 4.12 of the City of Taylor Purchasing Policy, this document shall accompany any sole source request to the City Council as part of council package for review and consideration. Failure to provide the requested information and supporting documentation will most likely result in postponement. If you have any questions, or need additional assistance, contact the Purchasing Office at 734.374.1459 or 734.374.1396. Information is also available at http://www.citvoftaylor.com/purchasing. NOTE: 1. Price is never a basis for a sole source request. 2. Supporting documentation must accompany this form. Requisition Title (or) It: Backhus Idler Arm for Track Replacement Commodity/service being purchased: Windrow Track Proposed purchase price: $ 2 455.61 Proposed / Requested Supplier: Maverick Environmental Equipment Requested by: Ralph Richard Department: Compost Date: 4/28/2025 Email/phone #: rrichard2@ci.tavlorsni.us Sole source justification prepared by: Ralph Richard I. SOLE SOURCE JUSTIFICATION 1. A Sole Source Purchase is available from only one supplier and meets at least one of the following criteria (please check the appropriate boxes): El One-of-a-kind- The commodity or service has no competitive product alternatives on the market. z Compatibility - The commodity or service matches existing brand of equipment for compatibility. Ej Replacement part - The commodity is a replacement part for a specific brand of existing equipment. Z Unique design - The commodity or service meets physical design or quality requirements. El Professional Service - The service falls under the Purchasing Policy Professional Service Section 4.10. If any of the above apply — Are you aware of other sources (other than the one requested) that could offer the exact brand or service, such as a distributor, third party broker, or reseller? If so, please list possible sources. OR z Delivery date - ONLY ONE SUPPLIER can meet necessary delivery date requirement for the required quantity on (Immediate). Z Emergency- URGENT NEED for the item or service does not permit soliciting competitive bids, as in cases of emergencies, disaster, etc., which was required on 4/28/25 2. Briefly explain what it is about this product or service that only this vendor can meet: Maverick Environmental is our distributor for the Backhus Windrow Turner and the Idler Arm for the tracks are specific to the equipment. 11 Page 44  CITY OF TAYLOR SOLE SOURCE JUSTIFICATION FORM 3. Indicate if the product or service has been purchased for this department in the past, the approximate date of purchase, and purchase order number, if known: 4. List the specific important features or specific performance specifications or parameters that make this product or service unique or proprietary, AND indicate specifically why these unique features are important to your department operations: 5. List other suppliers generally believed to offer the same or very similar product or service. Indicate if they were contacted for a description and/or price of their product or service. If they were not contacted, indicate why they were omitted. Indicate for each specifically why their product or service is judged to be unacceptable. a) b) c) II. DOCUMENTATION OF PRICE REASONABLENESS Check the box(es) that apply and provide information: I determined that the price is reasonable for one of the following reasons: I compared the proposed price to prices I previously paid for the same or similar goods and/or services. See PO# (Specify price: $ ) _ I compared the proposed price to current published catalog, price lists, or market prices as documented in the attachments (attach relevant documentation) and the proposed price is less. I compared the proposal price to similar benchmarks, (e.g., dollars per pound, horsepower, or other units of measure) to identify any gross inconsistencies. Describe comparisons made: Based on my knowledge of the market, my experience of prior similar proposals. Describe basis of market knowledge or reference prior proposals: The price is set by law or regulations. Provide reference to law or regulation: The goods or services are available on the market for the same or similar price. Provide reference to market pricing information: Sections 1 (a) through (f) do not apply. (Purchasing will contact you to discuss price reasonableness before a requisition can be processed.) 21 Page 45  CITY OF TAYLOR SOLE SOURCE JUSTIFICATION FORM III. CONFLICT OF INTEREST STATEMENT The Requestor agrees that there is no real or potential Conflict of Interest in recommending this product and/or service as a Sole Source procurement. (NOTE: If you do have a real or potential conflict of interest, please contact the appropriate Purchasing Agent.) As the authorized department official, I certify that the above justification is accurate and complete to the best of my knowledge and belief. Ap 4/28/2025 Signature of Department Head Date Ralph Richard Printed Name 31 Page 46  &ALES malitilLS PEARLS SELTUFLPE. iN\N CRICK ENVIRONMENTAL EULIIPMENT LLC. www.maverickenvironmentalequipment.com QUOTATION NO DATE ALMA CUSTOMER NO PQT000576 04/16/2025 6585 N. JEROME ROAD BP0000175 ALMA MI 48801 PAYMENT TERMS CUST REF NET 30 DAYS VERBAL BRAD PARTS QUOTATIONS INVOICE TO: SHIP TO: CITY OF TAYLOR CITY OF TAYLOR 16300 Racho Blvd 16300 Racho Blvd Taylor MI 48180-5209 Taylor MI 48180-5209 5ALESMAN : BRANDEN SANDERS GOOD THRU : 05/16/2025 SHIP VIA CONTACT NAME : B SNIDER 313-370-7052 Dos. Qty. PART NUMBER DESCRIPTION DISCOUNT PRICE CORE TOTAL 1 11.05.025 IDLER 377.86 2,455.61 2,455.61 PARTS 2,455.61 MISC CHARGES 0.00 HEADER DISC 0.00 SUBTOTAL 2,455.61 SALES TAX 0.00 QUOTE AMOUNT (USD) 2,455.61 CUSTOMER ACCEPTANCE CUSTOMER PO 47  SOURCE ONE CONSRUCTION, LLC 28317 BECK ROAD, E-18 Wixom, MI 48393 ________________________________________________________________________________________________ PROPOSAL Proposal is based on the attached RFP specifications, job site visits, pre con meeting and acknowledgement of addendum # 1, April 7, 2025. 1) Papp Park Restroom Building 9350 Westlake, Taylor, MI 48180 Options Roof, siding, metal (vented) soffit and fascia $ 28,500.00 Optional - gutters and downspouts (4) with splash blocks $ 1,400.00 2) Heritage Park and Building 9350 Westlake, Taylor, MI 48180 Three small buildings roof, siding, metal (vented) soffit and fascia $ 4,450.00 ea. Optional - gutters and downspouts (2) with splash blocks $ 300.00 ea. Two medium buildings roof, siding, metal (vented) soffit and fascia $ 10,750.00 ea. Optional - gutters and downspouts (2) with splash blocks $ 550.00 ea. Shelter building roof, siding, metal (vented) soffit and fascia $ 30,200.00 Optional - gutters and downspouts (4) with splash blocks $ 1,850.00. Optional – metal ceiling - same as soffit (non-vented) $ 18,200.00 Shelter building roof, siding, metal (vented) soffit and fascia $ 27,600.00 Optional - gutters and downspouts (4) with splash blocks $ 1,750.00. Octagon building roof, siding, metal (vented) soffit and fascia $ 15,400.00 Optional - gutters and downspouts (4) with splash blocks $ 1,500.00. 3) Rotary Park Restroom and Storage Building 12111 Telegraph Road, Taylor, MI 48180 Roof, siding, metal (vented) soffit and fascia $ 27,600.00 Optional - gutters and downspouts (4) with splash blocks $ 1,425.00 options Totals $ 164,150.00 to be selected OSB Sheathing - $ 75,00 per sheet installed Carpentry work - $ 65.00 per man hour plus materials Craig Bancroft Derek Bain m: 248-561-3740 m: 248-515-4642 cbancroft@sourceonecs.com dbain@sourceonecs.com 48  Bid Summary {MUST BE SECOND PAGE OF COUNCIL ITEM} RFP-031325-001 - Metal Roofs and Siding - City Structures Bid Bond Business Name Address Telephone Bid Amount Comments (Yes/No) 28317 Beck Rd Suite E-18 Source One Construction 248-515-4642 $164,150.00 Yes, 5% Wixom, Michigan, 48393 6111 Sterling Drive North Because the bidder did not JD Candler Roofing Company Sterling Heights, 734-762-0100 $214,342.76 No submit a bid bond, they are Michigan, 48312 ineligible. 2445 Brown Rd. Royal Roofing Company, Inc. 248-276-7663 $394,420.00 Yes, 5% Orion, Michigan, 48359 Purchasing Agent Signature: Aileen Shamoon Date: 4/25/2025 Time: 9:40 AM Page 1 of 1 49  2025 ASPHALT PAVEMENT RESURFACING CONTRACT "BID TAB" BIDNET RFP - 022825-001 (03-04-2025 TO 03-27-2027) Als' Asphalt Paving (#1) Ajax Paving Industries (#2) Florence Cement (#3) Proline Asphalt Paving (#4) R & R Asphalt (#5) Hutch Paving, Inc. (#6) Cadillac Asphalt (#7) Item # Description Unit of Measure Estimated Quantity Unit Price ($) 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 50  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 ________________________________ 1 51 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. 2 52 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. 3 53   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. 4 54 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: 5 55  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 6 56 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 7 57  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: 8 58  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 9 59 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 10 60 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: _________________________________________________________ 11 61  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, 12 62  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. 13 63  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. 14 64  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. 15 65  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 16 66  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 17 67  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 18 68  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 19 69  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 20 70  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 21 71  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 22 72 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 23 73  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. 24 74 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 25 75  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. 26 76 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 27 77  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 28 78  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. 29 79 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 30 80  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. 31 81 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. 32 82 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 33 83  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 34 84  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 35 85 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 36 86  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 37 87  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. 38 88 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 39 89  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. 40 90 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___________________________________________________________ 41 91  EXHIBIT A INSURANCE REQUIREMENTS 42 92 43 93 EXHIBIT B Title VI 44 94 EXHIBIT B Title VI 45 95 46 96 47 97  EXHIBIT C MDOT R-28-I COT AMENDMENT 48 98 49 99 50 100 51 101 52 102 53 103 54 104 55 105  EXHIBIT D Standard Storm Sewer Details ST-1 and ST-2 56 106 57 107 58 108 Quote Tabulation\Justification Information Technology Department – City of Taylor Date: 4/28/2025 Submitter: Ryan Moore, Director Item: Microsoft 365 G3 GCC Licensing – 1 Year Quote #1 CDW $403.68\user Quote #2 Cloudfit $385.01\user Quote #3 Nimbus Logic $432.00\user Quote #4 O365HQ $432.00\user Quote #5 Skynet $432.00\user Proposed Solution\Vendor: Skynet Innovations Justification: Skynet Innovations is the City’s current Managed Service Provider for IT. Given this, Skynet will directly be responsible for managing the City’s new Microsoft 365 account. Purchasing through Skynet will ensure we are vertically integrated for this platform. Skynet would become the preferred partner for Microsoft and ensure service and support are most efficient. Challenges come into play when bringing a potential third party, especially that the city has not previously worked with, including having to escalate requests and issues through this third party most undoubtably introducing delays to complex issues – or simple requests such as adding a new user. While two vendors were able to offer some discount, the quotes provided validate that the Skynet Innovations quote is a Fair Market Value price. 109 City of Taylor Mail - Re: Microsoft Government Licenses | CloudFit Software 4/22/25, 1:07 PM Ryan Moore <rmoore@ci.taylor.mi.us> Re: Microsoft Government Licenses | CloudFit Software 1 message William Carrington <willcarrington@cloudfitsoftware.com> Tue, Apr 22, 2025 at 1:00 PM To: Ryan Moore <rmoore@ci.taylor.mi.us> Cc: "ManagedM365.info" <ManagedM365.info@cloudfitsoftware.com> Ryan, Thank you for taking the time to jump on the phone this morning. Please find our licensing quote for 390 Microsoft 365 G3 GCC licenses below. License SKU License Description Users Monthly PPU Yearly PPU Monthly Yearly CFQ7TTC0J1ZM:0003 Microsoft 365 G3 GCC 390 $32.08 $385.01 $12,512.96 $150,155.46 Let me know if you have questions or would like to see pricing for an alternative/additional licensing SKU. I've linked Microsoft's feature comparison table here: modern-work-plan-comparison-gcc.pdf, which includes the most commonly purchased bundles alongside their associated features. I've also attached an image to this email, with a higher-level description of the various license tiers available in Microsoft's government cloud. If you have yet to do so, here is Microsoft's government eligibility form: Government Validation System. Select (1) 'US Federal, State, Local, or Tribal government entity', and (2) 'General Validation' to navigate to the appropriate intake page. This form is required by Microsoft, validating that the City of Taylor has a government need for the GCC environment. Let me know if you have any questions here, Ryan - in regard to the quoted licenses, payment options, or otherwise and I will coordinate with our team for resolution. Best, Will Carrington Business Analyst | 434.942.4150 www.cloudfitsoftware.com From: Ryan Moore <rmoore@ci.taylor.mi.us> Sent: Tuesday, April 22, 2025 12:01 PM To: William Carrington <willcarrington@cloudfitsoftware.com> Cc: ManagedM365.info <ManagedM365.info@cloudfitsoftware.com> Subject: Re: Microsoft Government Licenses | CloudFit Software Hi, We are looking for 390 licenses of Microsoft G3. I don't know that we're going out to bid for this, but I at least wanted to get some quotes together to see where we land. Thank you, Ryan https://mail.google.com/mail/u/0/?ik=5718e8ac33&view=pt&search=a…Cmsg-f:1830122910714373784&simpl=msg-f:1830122910714373784&mb=1 Page 1 of 2 110 City of Taylor Mail - Re: Microsoft Government Licenses | CloudFit Software 4/22/25, 1:07 PM Ryan Moore Director, Information Technology City of Taylor On Tue, Apr 22, 2025 at 11:56 AM William Carrington <willcarrington@cloudfitsoftware.com> wrote: Ryan, I've just received your info via our Microsoft Government contact form - thank you for getting in touch! We'd be happy to assist the City of Taylor in acquiring Microsoft government licenses, and with any related Microsoft- oriented support services. Do you have availability for a 30-minute Teams call at some point this week, to discuss the need that has led your team to seek out government licenses? If so, please send over a few windows of availability. We will use this time to make SKU recommendations given the functionality & compliance needs of your users, as well as ask questions to scope out any needed support services related to setting up or securing the licenses. If you already know which license SKUs your team needs, I can provide a quote via email here as well. Let me know what works best when you get the chance, Ryan - we appreciate the opportunity to serve your team! Thanks, Will Carrington Business Analyst | 434.942.4150 www.cloudfitsoftware.com Microsoft Gov Feature Comparison Image.png 141K https://mail.google.com/mail/u/0/?ik=5718e8ac33&view=pt&search=…Cmsg-f:1830122910714373784&simpl=msg-f:1830122910714373784&mb=1 Page 2 of 2 111 Nimbus Logic, LLC 3 Sam Brook Edge Rexford, NY 12148 USA (516) 500-1016 accounting@nimbus-logic.com www.nimbus-logic.com Quote ADDRESS SHIP TO QUOTE 2284 Mr. Ryan Moore Mr. Ryan Moore DATE 04/23/2025 City of Taylor Michigan City of Taylor Michigan EXPIRATION 05/31/2025 23555 Goddard Road CITY HALL DATE City Hall 23555 GODDARD RD Taylor, MI 48180 USA TAYLOR, MI 48180-4116 US DISCOUNT 10% DESCRIPTION SKU QTY PRICE AMOUNT Billed Monthly Annual Commitment. 1 0.00 0.00 Microsoft GCC licenses are subject to Microsoft Terms of Service. Any discounts provided in this quote are based off Microsoft Retail price which are subject to change. Microsoft 365 G3 GCC Microsoft 390 432.00 168,480.00 365 G3 GCC Includes tenant creation, 24/7 administrative support and advisory services. Includes advanced support from Microsoft via Nimbus Logic Sales Tax calculated by AvaTax for 41600-V0 at Wed Apr 23 1 0.00 0.00 01:00:35 UTC 2025 DUNS # 02-302-1679 SUBTOTAL 168,480.00 CAGE CODE: 91XA0 Microsoft Government Partner AOS-G DISCOUNT -16,848.00 TOTAL $151,632.00 Accepted By Accepted Date Thank you for your business! For questions call 518-423-2688 Page 1 of 1 112 IT Partner LLC - Print order 4/22/25, 12:52 PM O365HQ.COM Your Microsoft Licensing Partner and Advisor A project by IT Partner (https://o365hq.com/) company IT Partner LLC 3422 Old Capitol Trail Ste.679 Wilmington, DE 19808 sales@o365hq.com (mailto:sales@o365hq.com) | +1-855-700-0365 22 Apr, 2025 Microsoft Licensing Quote Purchase Online (http://o365hq.com/directlink?q=_CFQ7TTC0J1ZM-0003-P1Y-A.390) | Modify Online (http://o365hq.com/directlink?q=_CFQ7TTC0J1ZM-0003-P1Y-A.390) RECURRING PAYMENTS Unit Product SKU Description price, Qty Price, USD USD ONLINE SERVICES – COMMERCIAL SEGMENT – 1 YEAR COMMITMENT WITH ANNUAL PAYMENTS 1 Year Commitment, Annual payment. Microsoft 365 https://o365hq.com/print Page 1 of 4 113 IT Partner LLC - Print order 4/22/25, 12:52 PM GCC G3 includes Office 365 GCC G3 1. Microsoft 365 G3 (Governmental Community and Enterprise Cloud Pricing). P1Y-A: 1 Year Commitment, CFQ7TTC0J1ZM-0003-P1Y-A Mobility + Annual payment. (http://o365hq.com/license/CFQ7TTC0J1ZM- $432.00 390 $168,480.00 Security E3. (http://o365hq.com/license/CFQ7TTC0J1ZM- 0003-P1Y-A) This per-user 0003-P1Y-A) licensed suite of products offers users best-in- class productivity across devices while providing IT security and control. ONGOING SUPPORT SERVICES – MONTHLY PAYMENTS Cloud services setup and 2. Cloud services setup and implementation, IT ITPWW200CONOT implementation, Consulting, hours per recurring $0.00 85 $0.00 (https://o365hq.com/license/ITPWW200CONOT) IT Consulting, (https://o365hq.com/license/ITPWW200CONOT) hours per recurring Unlimited 3. Unlimited Office 365 break-fix support ITPWW190MSPRC Office 365 $0.00 1 $0.00 (https://o365hq.com/license/ITPWW190MSPRC) (https://o365hq.com/license/ITPWW190MSPRC) break-fix support https://o365hq.com/print Page 2 of 4 114 IT Partner LLC - Print order 4/22/25, 12:52 PM Subtotal: $168,480.00 Recurring payments Invoice Subtotal: Recurring and one-time-payment items $168,480.00 combined Tax 0%: $0.00 Total: Recurring and one-time-payment items $168,480.00 combined Retrieve this quote: http://o365hq.com/directlink?q=_CFQ7TTC0J1ZM-0003-P1Y-A.390 (http://o365hq.com/directlink?q=_CFQ7TTC0J1ZM-0003-P1Y- A.390) Find your product keys: https://licensingapps.microsoft.com/product-activation (https://licensingapps.microsoft.com/product-activation) Order processing milestones: Same day - Order placement after the receipt of payment 1-2 business days - Electronic delivery of product keys and media through Microsoft VLSC (https://www.microsoft.com/licensing/servicecenter/home.aspx) Explanations to Spec The Microsoft Open License Program https://o365hq.com/print Page 3 of 4 115 IT Partner LLC - Print order 4/22/25, 12:52 PM Microsoft Open License Program (OLP) (https://www.microsoft.com/en-us/Licensing/licensing-programs/open-license.aspx) is a volume licensing program that allows you to purchase licenses for software products at a lower price relative to retail prices of boxed products. The program offers a full range of products for business - operating systems, desktop applications, server products, development tools. For operating systems, a full license for Windows Professional GetGenuine and Windows Professional Upgrade licenses are offered. It has minimum license requirements and offers customers volume pricing with the flexibility to pay as they go. It allows them to acquire additional software products as needed to grow with their changing business needs. Open License offers a greater discount for a larger upfront order. OLP licenses provide perpetual rights to use current and previous versions of products. Along with licenses, you can purchase a subscription to the Microsoft Software Assurance (SA) (https://www.microsoft.com/en-us/Licensing/licensing-programs/software-assurance-default.aspx) support program, which provides the right to upgrade to new versions of products and some additional benefits for a period of 24 months. At the end of 24 months you can purchase individual licenses for SA renewal. Regulatory documents Microsoft Product Terms (MPT) (http://www.microsoftvolumelicensing.com/DocumentSearch.aspx?Mode=3&DocumentTypeId=53) Open License Agreement (OLP) (http://microsoftvolumelicensing.com/Downloader.aspx?DocumentId=10575) (sample) Description of purchasing process of the OLP licenses: Select the licenses in the Catalog or use Wizard Open the cart and proceed to checkout Place an order Get Invoice Pay the bill Get licenses in electronic form, keys and distributions on the Microsoft VLSC website The minimum initial order is 5 OLP licenses for any products. Further orders within 2 years can be for any number of licenses. With an order volume of more than $10 000 there are discounts from the price list! https://o365hq.com/print Page 4 of 4 116 Skynet Innovations Quote Quote Number: 3538 Opportunity ID: 3314 Payment Terms: Net30 Expiration Date: 05/17/2025 Quote Prepared For Quote Prepared By Ryan Moore Mark Crase The City of Taylor Skynet Innovations 23555 Goddard Road PO. Box 715762 Taylor, MI 48180 Cincinnati, Ohio 45271-5762 United States United States Phone:734-287-6550 Phone:513-549-5031 rmoore@ci.taylor.mi.us Fax:8443650262 Mark.Crase@skynetinnovations.com Unit Item# Item Quantity Total Price Price Monthly Items 1) Druva - M365 Backup - Monthly Subscription $5.20 390 $2,028.00 Cloud backup of 365 Mailboxes, SharePoint Sites, Teams, and One-Drive data. Retention and additional users being added may increase costs over time. Monthly subscription. Monthly Total $2,028.00 Yearly Items 2) Microsoft 365 G3 (Governmental Community Cloud Pricing) [New Commerce Experience] $432.00 390 $168,480.00 Yearly Total $168,480.00 One-Time Items 3) BitTitan MigrationWiz - User Mig Bundle $14.00 661 $9,254.00 BitTitan MigrationWiz - User Mig Bundle 4) MigrationWiz-Shared Documents 100GB $44.80 23 $1,030.40 MigrationWiz Shared Document automates migration of document libraries from SharePoint and SharePoint Online, Google Shared Drives and Windows File Server file shares. One-Time Total $10,284.40 Subtotal $180,792.40 Total Taxes $0.00 Please understand that we are trusted advisors and respected IT specialists; not salespeople. We will never try and sell you anything that you do not need or push you in a direction for only our benefit. We want to help your business be successful. We thrive on a business model of building lasting relationships with all of our clients and understand if you grow we grow. 1 117 Skynet Innovations Unit Item# Item Quantity Total Price Price Total $180,792.40 *Note: Quoted quantities and prices are subject to change depending on vendor availability at time of purchase. In this case, the client will be notified prior to order placement with the vendor. Authorizing Signature ______________________________________ Date ______________________________________ Please understand that we are trusted advisors and respected IT specialists; not salespeople. We will never try and sell you anything that you do not need or push you in a direction for only our benefit. We want to help your business be successful. We thrive on a business model of building lasting relationships with all of our clients and understand if you grow we grow. 2 118 Skynet Innovations Quote Quote Number: 3538 Opportunity ID: 3314 Payment Terms: Net30 Expiration Date: 05/17/2025 Quote Prepared For Quote Prepared By Ryan Moore Mark Crase The City of Taylor Skynet Innovations 23555 Goddard Road PO. Box 715762 Taylor, MI 48180 Cincinnati, Ohio 45271-5762 United States United States Phone:734-287-6550 Phone:513-549-5031 rmoore@ci.taylor.mi.us Fax:8443650262 Mark.Crase@skynetinnovations.com Unit Item# Item Quantity Total Price Price Monthly Items 1) Druva - M365 Backup - Monthly Subscription $5.20 390 $2,028.00 Cloud backup of 365 Mailboxes, SharePoint Sites, Teams, and One-Drive data. Retention and additional users being added may increase costs over time. Monthly subscription. Monthly Total $2,028.00 Yearly Items 2) Microsoft 365 G3 (Governmental Community Cloud Pricing) [New Commerce Experience] $432.00 390 $168,480.00 Yearly Total $168,480.00 One-Time Items 3) BitTitan MigrationWiz - User Mig Bundle $14.00 661 $9,254.00 BitTitan MigrationWiz - User Mig Bundle 4) MigrationWiz-Shared Documents 100GB $44.80 23 $1,030.40 MigrationWiz Shared Document automates migration of document libraries from SharePoint and SharePoint Online, Google Shared Drives and Windows File Server file shares. One-Time Total $10,284.40 Subtotal $180,792.40 Total Taxes $0.00 Please understand that we are trusted advisors and respected IT specialists; not salespeople. We will never try and sell you anything that you do not need or push you in a direction for only our benefit. We want to help your business be successful. We thrive on a business model of building lasting relationships with all of our clients and understand if you grow we grow. 1 119 Skynet Innovations Unit Item# Item Quantity Total Price Price Total $180,792.40 *Note: Quoted quantities and prices are subject to change depending on vendor availability at time of purchase. In this case, the client will be notified prior to order placement with the vendor. Authorizing Signature ______________________________________ Date ______________________________________ Please understand that we are trusted advisors and respected IT specialists; not salespeople. We will never try and sell you anything that you do not need or push you in a direction for only our benefit. We want to help your business be successful. We thrive on a business model of building lasting relationships with all of our clients and understand if you grow we grow. 2 120  CITY OF TAYLOR SOLE SOURCE JUSTIFICATION FORM INSTRUCTIONS: Complete this entire form, including BOTH SECTIONS I and II for all sole source purchases. Send the completed form to the Budget & Finance Department, Central Purchasing. In compliance with Section 4.12 of the City of Taylor Purchasing Policy, this document shall accompany any sole source request to the City Council as part of council package for review and consideration. Failure to provide the requested information and supporting documentation will most likely result in postponement. If you have any questions, or need additional assistance, contact the Purchasing Office at 734.374.1459 or 734.374.1396. Information is also available at http://www.cityoftaylor.com/purchasing. NOTE: 1. Price is never a basis for a sole source request. 2. Supporting documentation must accompany this form. Requisition Title (or) #: Microsoft 365 Conversion Tools and 1 Year backup Commodity/service being purchased: License Proposed purchase price: $ 35,621 Proposed / Requested Supplier: Skynet Innovations Requested by: Ryan Moore Department: IT Date: 4/28/2025 Email/phone #: rmoore@ci.taylor.mi.us Sole source justification prepared by: Ryan Moore I. SOLE SOURCE JUSTIFICATION 1. A Sole Source Purchase is available from only one supplier and meets at least one of the following criteria (please check the appropriate boxes): One-of-a-kind- The commodity or service has no competitive product alternatives on the market. Compatibility - The commodity or service matches existing brand of equipment for compatibility. Replacement part - The commodity is a replacement part for a specific brand of existing equipment. Unique design - The commodity or service meets physical design or quality requirements. Professional Service - The service falls under the Purchasing Policy Professional Service Section 4.10. If any of the above apply – Are you aware of other sources (other than the one requested) that could offer the exact brand or service, such as a distributor, third party broker, or reseller? If so, please list possible sources. OR Delivery date - ONLY ONE SUPPLIER can meet necessary delivery date requirement for the required quantity on . Emergency - URGENT NEED for the item or service does not permit soliciting competitive bids, as in cases of emergencies, disaster, etc., which was required on 2. Briefly explain what it is about this product or service that only this vendor can meet: Skynet is the City’s IT provider and will be doing the cutover. Allowing Skynet to be the connecting mechanism with these tools manufacturers is critical to the success of the project. 1| P a g e 121  CITY OF TAYLOR SOLE SOURCE JUSTIFICATION FORM Indicate if the product or service has been purchased for this department in the past, the approximate date of purchase, and purchase order number, if known: 3. List the specific important features or specific performance specifications or parameters that make this product or service unique or proprietary, AND indicate specifically why these unique features are important to your department operations: Key to the success of the Microsoft 365 Porject. 4. List other suppliers generally believed to offer the same or very similar product or service. Indicate if they were contacted for a description and/or price of their product or service. If they were not contacted, indicate why they were omitted. Indicate for each specifically why their product or service is judged to be unacceptable. a) b) c) II. DOCUMENTATION OF PRICE REASONABLENESS Check the box(es) that apply and provide information: 1. I determined that the price is reasonable for one of the following reasons: (a) I compared the proposed price to prices I previously paid for the same or similar goods and/or services. See PO# (Specify price: $ ) (b) I compared the proposed price to current published catalog, price lists, or market prices as documented in the attachments (attach relevant documentation) and the proposed price is less. (c) I compared the proposal price to similar benchmarks, (e.g., dollars per pound, horsepower, or other units of measure) to identify any gross inconsistencies. Describe comparisons made: (d) Based on my knowledge of the market, my experience of prior similar proposals. Describe basis of market knowledge or reference prior proposals: Cost is market rate. (e) The price is set by law or regulations. Provide reference to law or regulation: (f) The goods or services are available on the market for the same or similar price. Provide reference to market pricing information: 2. Sections 1 (a) through (f) do not apply. (Purchasing will contact you to discuss price reasonableness before a requisition can be processed.) 2| P a g e 122  CITY OF TAYLOR SOLE SOURCE JUSTIFICATION FORM III. CONFLICT OF INTEREST STATEMENT The Requestor agrees that there is no real or potential Conflict of Interest in recommending this product and/or service as a Sole Source procurement. (NOTE: If you do have a real or potential conflict of interest, please contact the appropriate Purchasing Agent.) As the authorized department official, I certify that the above justification is accurate and complete to the best of my knowledge and belief. Approval: _____________________________________________ 4/28/2025 Signature of Department Head Date Ryan Moore Printed Name 3| P a g e 123 WHEREAS, the City of Taylor maintains a cable channel, also referred to by some as a “PEG” channel, for the broadcasting of City Council meetings and other city related events; and WHEREAS, the programming other than the City Council meetings can highlight certain persons or issues that could influence the option of voters in the city election.; and WHEREAS, such non-City Council meeting programming is not necessary for the functioning of the city and can contain political opinions or other themes that could inappropriately influence the opinion of voters in the city election; and WHEREAS, city resources should never be used to influence any election or to advance any candidate or political cause. THEREFORE, BE IT RESOLVED that during this city election season, that is, the period commencing with the deadline for the submittal for local office nominating petitions and ending with the date of the General election, those dates would be April 22, 2025 through November 4, 2025, would be designated a period of “election neutrality” and during this period, only full, unedited meetings of the Taylor City Council may appear, be broadcast, shown, or televised on the City of Taylor cable channel. Under no circumstances shall any other events or content appear, be broadcast, shown, or televised on the City of Taylor cable channel showing any current elected official or any candidate for elective office, with the exception of official notifications of natural disasters, missing persons or pets, crime alerts or any other declared state or federal emergencies. These same restrictions shall apply to the Taylor Today Publication. Presented this 6th day of May 2025 124 125 WHEREAS, Autumn has come, even though it is Spring. It will be eternally summer in Michigan, thanks to Bob Seger. As we stand here, 5 hours outside of Mackinaw City, we honor a local poet, one who wove our shared existential experience’s into that of our nation. Those stories, those songs, will remain a touchstone for the generations that have been, and for those who will follow, despite what winds may blow. A special Page in Our history which may be turned, but not forgotten; and WHEREAS, Robert Clark Seger is a hometown hero, yes, the guy who played down the street at Taylor Center High School, a Michigan boy who “did good.” and is there a better compliment from one Michigander to another than to say, “You did good.” To our brother, our native born son, a true Michigander, to Bob Seger we say, “You did good.” We are proud of you ; and WHEREAS, We wish you a Happy 80th Birthday! Long live that good Old Time Rock and Roll, every Night, Stay the Same, on Mainstreet, We’ve Got Tonight, and every night. A Silver Bullet to the stars, but to us, a cherished son. Enjoy your Autumn in Michigan, Bob Seger, as you have done throughout every season of your life. ; THEREFORE, BE IT RESOLVED by the Taylor City Council that we recognize you did good. You have been Michigan’s Rock. Likewise, Michigan has always been your shelter against the wind - no need to run now. You’re home. (And, yes, this is a Shakedown for a photo op! We’re Busted!) . Presented this 6th day of May 2025 126