REQUEST FOR PROPOSALS (RFP)

SOLICITING PROPOSALS TO PROVIDE SOIL MOUND REMOVAL AND REGRADING ACTIVITES

AT TWO VACANT LOTS WITHIN THE

MARTIN LUTHER KING CORRIDOR AREA

ISSUING AGENCY: MARTIN LUTHER KING CORRIDOR IMPROVEMENT AUTHORITY (MLK CIA)

ISSUE DATE: July 27, 2026 PROPOSAL DUE DATE: August 12, 2026 by 1:00 PM

This RFP is made up of the following Parts:

Section I - General Information

Section 2 - Background

Section 3 – Desired Services

Section 4 – Scope of Services

Section 5 – General Requirements

Section 6 – Specifications

Section 7 - Site Inspection, Questions, and Proposal Requirements

Section 8 – Terms and Conditions

Section 9 – Performance Bond

Section 10 – Payment Terms

Section 11 – Proposal Form

Section 12 – Performance Bond Terms

Section 13 - Non-Iran Linked Business Certification

Appendix A – Insurance Requirements

Appendix B – Bidder Checklist

Appendix C – Site Figures

Appendix D – Background Documentation

Section I- General Information

1.1 About the MLK CIA

The Martin Luther King Corridor Improvement Authority (hereafter "MLK CIA") was established in 2020 by the City of Jackson under state law; The Corridor Improvement Authority Act, Public Act 57. A ten-member board of directors has been appointed, who oversee the Authority activities. The main goal of the MLK Corridor Improvement Authority is to promote the redevelopment of the South Martin

Luther King Jr. Drive (Franklin to South Streets) and Prospect Street (Cooper to 4th Streets) commercial corridors. The mission of the MLK CIA is to promote economic growth and development by aiding in the reinvestment and revitalization of property and supporting community and business opportunities within its district area. The vision statement adopted by the MLK CIA Board of Directors is to have the MLK CIA further enhance Jackson’s south side into a thriving, world-class community experiencing economic prosperity, committed, and dedicated to diversity and inclusion, while maintaining high ethical standards.

1.2 Project Area

In support of its mission to promote reinvestment, environmental revitalization, and redevelopment within the district, the MLK CIA is soliciting proposals from qualified contractors for environmental remediation and site restoration activities at two contiguous vacant properties located at the intersection of S Cooper Street and E Biddle Avenue in the City of Jackson, Michigan.

The project generally consists of the excavation and disposal of contaminated soil and buried debris, site restoration, backfilling, and regrading activities necessary to prepare the properties for future redevelopment.

This project will be funded through two separate funding sources; therefore, the MLK CIA requests that separate bids be provided for each parcel. The parcel identification numbers are 5-228800000 and 5-2288.2000. Refer to the attached Figure for parcel boundaries.

The project schedules for the two parcels differ. Work associated with Parcel 5-228800000 must be completed by December 14, 2026, while work associated with Parcel 5-2288.2000 is anticipated to be completed in Spring 2027.

The MLK CIA is seeking bids at this time for both parcels and requests that contractors honor the submitted pricing for work associated with Parcel 5-2288.2000 through the anticipated Spring 2027 construction period. Contractors should clearly identify any assumptions, escalation provisions, or limitations regarding price validity in their proposals.

The selected contractor may subcontract work but will be responsible for all work. Any potential subcontractors for this work must be listed in the Bid, or approved in advance by the MLK CIA, and they will be required to have the appropriate training and licensing, if applicable, commensurate to the scope of work and to provide proof of insurance coverage the same as the General Contractor.

The issue date of this proposal is July 27, 2026.

Modifications to this RFP, if any, shall take the form of one or more written addenda. Such addenda shall be considered as part of the original RFP.

Section 2 - Background

2.1 Property History

The 5-2288.2000 parcel was associated with the historical Consumers Energy Manufactured Gas Plant (MGP) site. From approximately 1930 to approximately 1960, the property was developed with a 1,500,000-cubic-foot gasometer aboveground storage tank containing natural gas as part of the MGP facility that previously occupied adjoining properties beginning in 1887. The 5-22880000 parcel was historically residential.

A remedial assessment of the former MGP site began in 1993 after the City of Jackson encountered impacted soils during sanitary sewer improvements southeast of the Subject Property. Subsequent investigations identified MGP-related contaminants in soil and groundwater and initiated additional evaluation of environmental conditions both on and adjacent to the site.

2.2 Previous Environmental Investigations

Extensive environmental investigations have been completed on the Subject Property. Assessment activities have included soil borings, hand-auger borings, groundwater monitoring, and soil sampling events conducted between 1994 and 2024.

Investigation results identified petroleum-related volatile organic compounds (VOCs), polycyclic aromatic hydrocarbons (PAHs), cyanide, and metals in soil and groundwater at concentrations exceeding applicable EGLE criteria. Fill materials within the mound located on the 5-2288.2000 parcel have been visually observed to be either MGP-degraded materials or industrial fill material.

The fill material within the mound on parcel 5-22880000 consists of industrial fill material (coal, cinders, glass, and brick fragments.

2.3 Existing Site Conditions

The primary area of concern consists of two soil mounds located on the eastern portion of the Subject Property. The mounds contain impacted soil, industrial fill, and buried debris. The northern mound has a crest of approximately 8 feet, and the southern mound has a crest of approximately 3 to 4 feet. Available subsurface data indicate that debris and fill materials in the mounds extend to approximately 4 below surrounding grade. A concrete slab is located beneath portions of the mound on Parcel 5-2288.2000 and shall serve as the excavation limit within those areas.

An HDPE membrane cap was installed over the mound on parcel 5-2288.2000 in 1995 to mitigate direct-contact exposure risks. The membrane cap remains in place.

TCLP testing has indicated that select PAHs and metals are leachable at concentrations exceeding applicable criteria.

Asbestos-containing materials (ACM) are not anticipated to be encountered during the proposed excavation activities. However, due to the presence of historical fill and buried debris within the soil mounds, previously unidentified regulated materials may be encountered. If suspect ACM or other regulated materials are observed during excavation, the Contractor shall notify Fishbeck immediately. Fishbeck will evaluate the material and provide direction regarding any additional characterization, handling requirements, or modifications to the work plan that may be necessary.

Section 3 - Desired Services

3.1 Project Objective

The objective of this project is to remove contaminated soil mounds and associated buried debris, mitigate environmental risks, and prepare the subject properties for future redevelopment.

The MLK CIA seeks a qualified contractor capable of completing excavation, transportation, disposal, restoration, and related activities in accordance with all applicable federal, state, and local regulations.

The contractor is responsible for confirming required scope of work and any estimates provided in the RFP or its attachments.

Section 4 - Scope of Services

4.1 Excavation and Disposal

The selected contractor shall excavate and remove the existing soil mound and underlying debris to the top of the underlying concrete slab, where encountered, or to a depth of approximately four feet below the surrounding street grade, or as directed by Fishbeck. The mound located on Parcel 5-

2288.2000 has a crest of approximately eight feet above the surrounding ground surface and consists of MGP-related debris and/or industrial fill materials extending to approximately four feet below adjacent street grade. A concrete slab associated with former site development is known to be present beneath the northern portion of the mound located on parcel 5-2288.2000. The top of the slab is estimated to occur at approximately four feet below adjacent street grade and may serve as the excavation endpoint in those areas. Areas where the concrete slab is not present will have an excavation depth of approximately four feet or as directed by Fishbeck. The estimated volume of material to be removed is approximately 10,736 cubic yards.

The mound on Parcel 5-228800000 has a crest of approximately three to four feet above surrounding grade surface and consists of industrial fill (coal, cinders, glass fragments, brick) extending approximately four feet below adjacent street grade. The estimated volume of material to be removed is approximately 3,360 cubic yards.

The excavation limits described herein represent the initial planned excavation limits. Fishbeck will perform visual source removal (VSR) confirmation activities during excavation and will collect confirmation samples, as necessary, to evaluate remaining site conditions. Based on field observations and confirmation sampling results, Fishbeck may direct the Contractor to remove additional soil, fill, debris, or other impacted materials beyond the initial excavation limits identified above.

The estimated excavation volumes provided herein are approximate and are intended solely for bidding and planning purposes. Actual excavation quantities may vary based on field conditions, the extent of impacted materials encountered, confirmation sampling results, and directives provided by

Fishbeck during construction. Contractors shall provide unit prices on a per-cubic-yard basis for excavation, transportation, disposal, backfilling, and restoration activities. Payment will be based on actual quantities removed and/or placed, as approved by Fishbeck.

Fishbeck reserves the right to modify excavation limits based on field observations, confirmation sampling results, and site conditions encountered during construction.

All excavated materials shall be properly characterized, transported, and disposed of at appropriately licensed disposal facilities in accordance with applicable local, state, and federal regulations.

4.2 ACM and Regulated Material Management

Asbestos-containing materials (ACM) are not anticipated to be encountered during the Work.

However, if suspect ACM or other potentially regulated materials are identified during excavation activities, the Contractor shall immediately suspend work in the affected area and notify Fishbeck.

Fishbeck will evaluate the material and, if necessary, arrange for sampling and characterization prior to resumption of work. The Contractor shall have personnel on site who are appropriately trained to recognize suspect ACM and other regulated materials and shall comply with all applicable health, safety, and regulatory requirements related to the discovery and handling of such materials.

4.3 Verification Sampling

Following completion of the initial excavation activities, Fishbeck will perform verification soil sampling to determine whether contaminated soil has been adequately removed.

Verification sampling results will be compared to applicable regulatory criteria and used to determine whether additional excavation is necessary.

Laboratory analysis of verification samples is anticipated to require approximately one week following sample collection.

The contractor may be required to remain on standby during this review period and shall be prepared to remobilize if additional excavation and disposal activities are required based on verification sampling results.

4.5 Backfilling and Site Restoration

Upon approval from Fishbeck, the Contractor shall identify a source of clean fill material for use as backfill. Fishbeck will collect and analyze representative samples of the proposed fill material to verify that it meets project-specific criteria for reuse at the Site. Following Fishbeck's approval of the fill source, the Contractor shall import the approved fill material, backfill excavated areas, and regrade the Site to establish positive drainage and match surrounding grades. Following final grading, the

Contractor shall hydroseed all disturbed areas to establish a uniform vegetative cover and minimize the potential for erosion. All restoration work shall be completed in a manner consistent with surrounding site conditions and to the satisfaction of Fishbeck and the MLK CIA.

4.6 Project Documentation

The contractor shall provide all waste characterization records, manifests, landfill receipts, weight tickets, and other disposal documentation to the MLK CIA and Fishbeck upon receipt from the landfill.

Section 5 - General Requirements

5.1 Permits and Notifications

The contractor shall obtain all permits and approvals required to complete the work and shall coordinate all required inspections.

5.1.1 Utility Clearance

The contractor shall contact MISS DIG and verify the location of all underground utilities prior to any intrusive activities.

5.1.2 Local Permits

The contractor shall obtain all permits required by the City of Jackson, including any grading, excavation, or right-of-way permits required for the project.

5.1.3 Soil Erosion and Sedimentation Control

If required, the contractor shall obtain a Soil Erosion and Sedimentation Control (SESC) permit and implement all required erosion-control measures.

5.1.4 Required Notifications

The contractor shall issue all notifications required under applicable local, state, and federal regulations related to excavation, environmental, transportation, and disposal activities.

5.3 Waste Disposal Documentation

The contractor shall provide signed copies of all landfill weight tickets, manifests, bills of landing, waste profiles, and other disposal documentation demonstrating that excavated soils, debris, and other waste materials were transported to and accepted by properly licensed disposal facilities authorized to receive such materials throughout the duration of the project.

5.4 Schedule and Completion Requirements

5.4.1 Notice to Proceed

The contractor shall commence pre-excavation and regrading activities, including permitting, notifications, utility coordination, waste profiling, and other preparatory tasks, within seven (7) calendar days following issuance of the Notice to Proceed by the MLK CIA.

5.4.2 Project Completion

The contractor shall begin field activities on parcel 5-228800000 as soon as feasible following completion of required notifications and approvals and shall complete all work on parcel 5-228800000 no later than December 14, 2026, unless an alternate schedule is approved in writing by the MLK CIA.

Work associated with Parcel 5-2288.2000 will begin in early 2027 and shall be completed in Spring

2027.

5.4.3 Work Suspension

The contractor shall not discontinue work for more than five (5) consecutive calendar days without prior written approval from the MLK CIA.

5.4.4 Hours of Operation

Work shall be conducted between the hours of 7:00 a.m. and 6:00 p.m., Monday through Saturday, unless otherwise approved by the MLK CIA. No work, including equipment idling or warm-up activities, shall occur outside of these hours without prior authorization.

5.5 Site Safety, Security, and Maintenance

5.5.1 Site Security

The contractor shall furnish and maintain all signs, barricades, fencing, and other measures necessary to protect the public and restrict unauthorized access to the project site.

5.5.2 Health and Safety

The contractor shall conduct all operations in a manner that minimizes risks to workers, the public, and adjacent properties. The contractor shall maintain the site in a safe condition during periods of inactivity and shall address any conditions that could create an attractive nuisance.

5.5.3 Work Area Restrictions

The contractor shall not operate equipment, store materials, or perform work outside designated work areas without prior approval from the MLK CIA.

5.5.4 Traffic and Access

Contractor operations shall not unnecessarily interfere with roadway traffic or access to adjacent residences, businesses, or emergency services.

5.5.5 Protection of Adjacent Property

The contractor shall protect all public and private property from damage resulting from project activities and shall be responsible for repairing any contractor-caused damage.

Prior to commencing work, the contractor shall photograph existing site conditions, including adjacent sidewalks, pavement, fencing, utilities, and neighboring properties, to document pre-construction conditions.

5.5.6 Dust, Mud, and Environmental Controls

The Contractor shall implement all necessary measures to control dust, debris, sediment, runoff, and the tracking of materials from the Site. The Contractor shall construct and maintain a temporary aggregate access road and/or stabilized construction entrance, as necessary, to facilitate site access and minimize the tracking of soil and debris onto public roadways.

Water and misting shall be utilized throughout excavation, grading, material handling, loading, and transportation activities to control dust and minimize the potential for airborne particulate emissions.

Additional dust suppression measures shall be implemented as necessary to prevent nuisance conditions and maintain compliance with applicable regulatory requirements. Transport vehicles shall be properly covered during the transport of excavated materials. Street sweeping shall be performed as necessary to maintain clean public roadways and prevent the accumulation of soil, dust, or debris.

The Contractor shall employ appropriate erosion and sedimentation control measures to prevent the migration of sediment and runoff from the Site.

ACM are not known or anticipated to be present within the planned excavation areas. However, if suspect ACM or other potentially regulated materials are observed during excavation activities, the

Contractor shall immediately cease work in the affected area and notify Fishbeck. Fishbeck will evaluate the material and perform sampling and laboratory analysis, as necessary, to determine whether the material constitutes ACM or another regulated material. Work in the affected area shall not resume until Fishbeck has completed its evaluation and provided direction regarding any additional handling, disposal, or regulatory requirements that may apply. Regardless of whether suspect ACM is encountered, the Contractor shall maintain wet methods and other dust-control measures throughout the duration of the Work.

The City of Jackson will provide access to water and an RPZ backflow preventer at no cost to the

Project.

5.5.7 Temporary Facilities

The contractor shall provide and maintain temporary restroom facilities and handwashing facilities for project personnel throughout the duration of the project.

The MLK CIA, Fishbeck, regulatory agencies, and emergency responders shall be provided reasonable access to the site as necessary during project activities.

5.5.8 Site Responsibility

The contractor shall assume full responsibility for the security and condition of the site during the performance of the work, including loss or damage resulting from weather, vandalism, theft, fire, or other causes.

5.6 Changes in Site Conditions or Scope

The contractor shall immediately notify the MLK CIA and Fishbeck of any unexpected site conditions, irregularities, suspect hazardous materials, utility conflicts, or other conditions that may affect the scope, schedule, safety, or cost of the project. No changes to the scope of work shall be performed without authorization from the MLK CIA.

Section 6- Specifications

6.1 General Requirements

This RFP identifies the minimum requirements established by the MLK CIA for completion of the project. Notwithstanding the specific requirements contained herein, the selected contractor shall be responsible for utilizing accepted industry-standard methods and practices and complying with all applicable federal, state, and local laws, regulations, permits, and requirements governing the work.

Only contractors with demonstrated experience in contaminated soil excavation and asbestos-related work will be considered for this project.

6.2 Asbestos-Containing Materials and Regulated Materials

ACM are not known or anticipated to be present within the soil mounds or associated fill materials at the Site. However, excavation activities may encounter unidentified materials that could require additional evaluation. If suspect ACM or other potentially regulated materials are observed during the

Work, the Contractor shall immediately cease disturbance of the affected material, secure the area, and notify Fishbeck. Fishbeck will evaluate the material and, if warranted, collect samples for laboratory analysis to determine whether the material constitutes ACM or another regulated material.

Upon notification by Fishbeck that ACM or other regulated materials have been confirmed, the

Contractor shall comply with all applicable federal, state, and local requirements governing the excavation, handling, transportation, and disposal of such materials. This may include the use of appropriately licensed and trained personnel, implementation of required work practices, completion of regulatory notifications, and disposal at an appropriately authorized facility.

The Contractor shall maintain personnel on site who are trained to recognize suspect ACM and other potentially regulated materials and shall immediately notify Fishbeck if such materials are encountered. Work in the affected area shall not resume until Fishbeck has completed its evaluation and provided direction regarding any additional handling, disposal, health and safety, or regulatory requirements that may apply.

The Contractor shall be responsible for conducting any personnel air monitoring required by applicable regulations should ACM or other regulated materials be encountered and confirmed during the Work.

The MLK CIA reserves the right to retain an independent third-party consultant to conduct perimeter air monitoring or other environmental oversight activities during project implementation.

6.3 Excavation Activities

The contractor shall remove contaminated soil, buried debris, and other materials identified for removal under this project. Excavation activities shall be performed in accordance with applicable regulations, approved work plans, and project specifications.

6.3.1 Protection of Existing Improvements

Sidewalks, driveways, utilities shall be protected from damage during excavation activities. The contractor shall photograph existing conditions prior to commencing work and shall be responsible for repairing any damage resulting from project activities.

6.3.2 Project Oversight

Fishbeck will provide environmental oversight during excavation activities, including observation of the work and performance of verification soil sampling. Fishbeck's role is to determine compliance with project requirements and provide direction regarding additional excavation, if warranted by verification sampling results.

Questions regarding environmental conditions or project requirements may be directed to Fishbeck.

However, the contractor shall remain solely responsible for its means, methods, sequencing, safety procedures, and compliance with all applicable laws and regulations.

6.4 Site Restoration

Upon completion of excavation activities and approval by Fishbeck, the Contractor shall restore the

Site. Restoration activities shall include the importation and placement of approved clean fill material, grading to establish positive drainage and match surrounding site conditions, implementation of required erosion and sedimentation control measures, and stabilization of all disturbed areas.

Prior to importing fill material, the Contractor shall identify the proposed fill source and provide

Fishbeck with either representative samples of the fill material for laboratory analysis or existing analytical data representative of the material proposed for use at the Site. Fill material shall not be imported until approved by Fishbeck.

Imported fill shall be placed in controlled lifts and compacted using appropriate equipment. Fishbeck will coordinate field density testing during backfilling operations to verify adequate compaction of restored areas for future site redevelopment. Areas failing to meet compaction requirements established by Fishbeck's testing representative shall be reworked, moisture-conditioned as necessary, recompacted, and retested at the Contractor's expense until acceptable results are achieved.

Following completion of grading and compaction activities, the Contractor shall stabilize all disturbed areas, including hydroseeding, or equivalent approved measures, to establish a uniform vegetative cover and minimize the potential for erosion. All restoration work shall be completed to the satisfaction of Fishbeck and the MLK CIA.

Section 7 – Site Inspection, Questions, and Proposal Requirements

7.1 Site Inspection

The MLK CIA will not conduct a formal pre-bid site visit. Contractors interested in inspecting the property may coordinate site access by contacting Emily Dunbar at edunbar@fishbeck.com and David

Stegink at dstegink@fishbeck.com .

It is anticipated that contractor experience, site observations, available project documentation, environmental reports, and site photographs will provide sufficient information to develop a responsive proposal. Failure to inspect the site shall not relieve the Contractor of responsibility for understanding site conditions or completing the work described in this RFP.

7.2 Proposal Requirements

At a minimum, each proposal shall include the following information:

• Business Profile and Relevant Experience Information

• Identification of Key Personnel

• Relevant Project References

• Description of the Contractor's Proposed Approach and Work Plan

• Completed Proposal Form

• Proposed Project Schedule

• List of Proposed Subcontractors (if applicable)

• Proof of Required Licenses and Certifications

• Performance Bond Documentation mailto:edunbar@fishbeck.com mailto:dstegink@fishbeck.com

• Any other information the Contractor believes demonstrates its qualifications to perform the work

7.3 Proposal Requirements

Questions regarding this RFP shall be submitted in OpenGov.com under the “Question & Answer” tab no later than 3pm on August 10, 2026.

7.5 Proposal Evaluation

Proposals will be evaluated by the MLK CIA during a regular meeting of the Board scheduled for 5:30 p.m. on Wednesday, August 27, 2026, at:

MLK Center 1107 Adrian, Jackson, MI, The meeting is open to the public. The MLK CIA anticipates, but does not guarantee, that a contractor selection decision will be made at that meeting.

Proposals will be evaluated using the following criteria:

Criteria Max. Points

Contractor possesses the appropriate licenses 20

Proposed Site Supervisor Qualifications 20

Completeness of RFP Response 10

Completeness of Described Means and Methods 10

Previous experience with similar projects 10

Familiarity with the site and site conditions 5

Cost 25

The MLK CIA reserves the right to request additional information and conduct interviews with one or more respondents as part of the evaluation process. Tentatively, such interviews would likely occur on August 18 at the same time and place. These interviews may also be virtually attended.

Section 8 – Terms and Conditions

8.1 Reservation of Rights

This RFP does not constitute an offer to contract. Receipt of a proposal does not commit the MLK CIA to award a contract to any respondent, even if all requirements of this RFP are satisfied. The MLK CIA reserves the right to reject any or all proposals, waive informalities or irregularities in proposals received, negotiate with one or more respondents, and award a contract in the best interest of the

MLK CIA. The MLK CIA further reserves the right to select a contractor based on criteria other than the lowest proposed cost.

8.2 Proposal Preparation Costs

All costs incurred by a respondent in preparing and submitting a proposal in response to this RFP shall be the sole responsibility of the respondent. The MLK CIA shall not be liable for any costs associated with the preparation, submission, presentation, or negotiation of proposals.

8.3 Additional Work

No compensation shall be provided for work performed outside the scope of this RFP or the executed contract unless such work has been authorized in writing by the MLK CIA prior to commencement.

8.4 Independent Contractor

The selected contractor, its subcontractors, and their respective employees shall be considered independent contractors and shall not be deemed employees, agents, partners, or representatives of the MLK CIA for any purpose. The contractor shall be solely responsible for the payment of wages, benefits, taxes, and all other obligations associated with its workforce.

8.5 Freedom of Information Act

All proposals submitted in response to this RFP shall be subject to the Michigan Freedom of

Information Act (FOIA), as amended. Respondents are advised that information contained within submitted proposals may become available to the public in accordance with applicable law.

8.6 Insurance Requirements

The Contractor shall maintain insurance coverage meeting the requirements set forth in Appendix A.

Any subcontractors utilized for the project shall maintain insurance coverage meeting the same minimum requirements.

Prior to commencement of work, the Contractor shall provide certificates of insurance evidencing the required coverages.

8.7 Compliance with Laws and Regulations

The Contractor shall comply with all applicable federal, state, and local laws, ordinances, regulations, permits, licensing requirements, and safety standards associated with the performance of the work described in this RFP.

8.8 Non-Discrimination

The Contractor shall not discriminate against any employee, applicant for employment, subcontractor, supplier, or other individual based on race, color, religion, national origin, sex, age, disability, veteran status, or any other characteristic protected by law. The Contractor shall comply with all applicable equal employment opportunity requirements.

Section 9 – Performance Bond

9.1 Performance Bond Requirement

A Performance Bond will be required for this project. The contractor must provide the attached

Performance Bond Form completed by a Surety licensed to do business in the State of Michigan stating that the contractor is able to obtain a Performance Bond for one hundred percent (100%) of the Base Contract amount.

The cost of the Performance Bond shall be included as a separate line item in the contractor's bid submission.

Section 10 – Payment Terms

The Contractor shall submit invoices following completion of work or on a mutually agreed-upon schedule. All invoices shall include sufficient supporting documentation, including disposal manifests, landfill receipts, weigh tickets, transportation records, and any other documentation required by the

MLK CIA to verify quantities and eligible project costs. Payment shall be made only for work satisfactorily completed and accepted by the MLK CIA. No additional compensation shall be provided for work outside the approved scope unless authorized in writing by the MLK CIA prior to performance of the work. Final payment will be contingent upon completion of all work, submission of required closeout documentation, and acceptance of the project by the MLK CIA.

11 Proposal Form

The undersigned Contractor, being familiar with and capable of fulfilling the requirements set forth in this Request for Proposals to provide Soil Mound and Regrading Services (the, “RFP”) shall provide all services necessary to fulfill the Scope of Services in accordance with the fee structure submitted in response to this RFP.

Name of Proposing Contractor: __________________________________________

Business Address:

Telephone Number:

Fax Number:

E-mail Address: __________________________________________

Parcel 5-228800000

Cost to complete the general requirements and scope of work included in the RFP

Excavation and Site Re-grading Bond Total Cost

Project Timeline

Estimated Start (in # of days) after receiving notice of bid award

Length of time to complete full scope of work (in days) Project Timeline Total

List of subcontractors, including the company name and the name of each owner, and the tasks for which they will be used

Unit Price per cubic yard

Parcel 5-2288.2000

Cost to complete the general requirements and scope of work included in the RFP

Excavation and Site Re-grading Bond Total Cost

Project Timeline

Estimated Start (in # of days) after receiving notice of bid award

Length of time to complete full scope of work (in days) Project Timeline Total

List of subcontractors, including the company name and the name of each owner, and the tasks for which they will be used

Unit Price per cubic yard

1. How is your company organized (corporation, partnership, etc.) and how long have you been in business? List the name and contact information for the owner, president, managing partner, or

CEO.

2. Give a brief summary of the history of the business.

3. List any professional licenses/certifications of the company, subcontractors, or employees assigned to this contract as applicable to this project. Copies of all pertinent licenses and certifications would need to be provided prior to bid award.

4. Has your company had a similar contract terminated for cause within the last three years? If yes, please explain.

5. Has your company received any violations or citations from any regulatory agency within the last three years? If yes, please explain.

6. How are claims handled, such as property damage caused by your operation?

7. Demonstrate that all employees that will be on-site are HAZWOPPER certified.

8. Does your company have experience working with contaminated properties?

9. How is your company familiar with the environmental conditions and history of the property?

I hereby state that I have authority to submit this Proposal on behalf of the undersigned. I hereby state that I have not communicated with, nor accepted anything of value from, any official or employee of the MLK CIA regarding this Request for Bids.

This Bid is Presented By:

Company Name Authorized By (Printed Name/Title)

Authorized Signature Date

THIS FORM IS REQUIRED TO BE SUBMITTED WITH THE BID

Section 12 - Performance Bond Form

Any singular reference to Contractor, Surety, Project Owner or other party shall be considered plural where applicable.

Contractor (Name and Address):

Surety (Name and Address of Principal Place of Business):

Project Owner

Jackson County Land Bank Authority, Martin Luther King Corridor Improvement Authority 120 W. Michigan Avenue, Jackson, Michigan 49201

CONTRACT

Date (Date of Notice of Award): ________________________________ Amount: ________________________________ Description: Excavation and Regrading Cooper and Biddle Property Jackson, Michigan 49202

BOND

Bond Number: _____________________ Date (Not earlier than Contract Date): _____________________ Amount: _____________________ Modifications to this Bond form: _____________________

Surety and Contractor, intending to be legally bound hereby, subject to the terms set forth below, do each cause this Performance Bond to be duly executed by an authorized officer, agent, or representative.

Contractor AS PRINCIPAL SURETY

(Seal) (Seal) Contractor’s Name and Corporate Seal Surety’s Name and Corporate Seal

By: By:

Signature Signature (Attach Power of Attorney)

Print Name Print Name

Title Title

Attest: Attest:

Signature Signature

Title Title

IMPORTANT: Surety companies executing Bonds must appear on the Treasury Department's most current list (Circular 570 as amended) and be authorized to transact business in the state where the project is located. Attach Power of Attorney for those signatures executing for Surety, certifying authority to bind the Surety as of the date of the Bond:

1. Contractor and the Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors and assigns to Project Owner for the performance of the Contract, which is incorporated herein by reference.

2. If Contractor performs the Contract, the Surety and Contractor have no obligation under this Bond, except to participate in conferences as provided in paragraph 3.1.

3. If there is no Project Owner Default, the Surety's obligation under this Bond shall arise after:

3.1. Project Owner has notified Contractor and Surety at the addresses described in Paragraph 10 below, that Project Owner is considering declaring a Contractor Default and has requested and attempted to arrange a conference with Contractor and Surety to be held not later than 15 days after receipt of such notice to discuss methods of performing the Contract. If Project Owner, Contractor and Surety agree, Contractor shall be allowed a reasonable time to perform the Contract, but such an agreement shall not waive Project Owner's right, if any, subsequently to declare a Contractor Default; and

3.2. Project Owner has declared a Contractor Default and formally terminated Contractor's right to complete the Contract. Such Contractor Default shall not be declared earlier than 20 days after Contractor and Surety have received notice as provided in paragraph 3.1; and

3.3. Project Owner has agreed to pay the Balance of the Contract Price to:

3.3.1. Surety in accordance with the terms of the Contract; or

3.3.2. Another contractor selected pursuant to paragraph 4.3 to perform the Contract.

4. When Project Owner has satisfied the conditions of Paragraph 3, Surety shall promptly and at Surety's expense take one of the following actions:

4.1. Arrange for Contractor, with consent of Project Owner, to perform and complete the Contract; or

4.2. Undertake to perform and complete the Contract itself, through its agents or through independent contractors; or

4.3. Obtain bids or negotiated proposals from qualified contractors acceptable to Project Owner for a contract for performance and completion of the Contract, arrange for a contract to be prepared for execution by Project Owner and contractor selected with Project Owner's concurrence, to be secured with performance and payment bonds executed by a qualified surety equivalent to the bonds issued on the Contract, and pay to Project Owner the amount of damages as described in Paragraph 6 in excess of the Balance of the Contract Price incurred by Project Owner resulting from Contractor Default; or

4.4. Waive its right to perform and complete, arrange for completion, or obtain a new contractor, and with reasonable promptness under the circumstances:

4.4.1. After investigation, determine the amount for which it may be liable to Project Owner and, as soon as practicable after the amount is determined, tender payment therefor to Project Owner; or

4.4.2. Deny liability in whole or in part and notify Project Owner citing reasons therefor.

5. If Surety does not proceed as provided in paragraph 4 with reasonable promptness, Surety shall be deemed to be in default on this Bond 15 days after receipt of an additional written notice from Project Owner to Surety demanding that Surety perform its obligations under this Bond, and Project Owner shall be entitled to enforce any remedy available to Project Owner. If Surety proceeds as provided in Subparagraph 4.4, and Project Owner refuses the payment tendered or Surety has denied liability, in whole or in part, without further notice Project Owner shall be entitled to enforce any remedy available to Project Owner.

6. After Project Owner has terminated Contractor's right to complete the Contract, and if Surety elects to act under paragraph 4.1, 4.2, or 4.3 above, then the responsibilities of Surety to Project Owner shall not be greater than those of Contractor under the Contract, and the responsibilities of Project Owner to Surety shall not be greater than those of Project Owner under the Contract. To the limit of the amount of this Bond, but subject to commitment by Project Owner of the Balance of the Contract Price to mitigation of costs and damages on the Contract, the Surety is obligated without duplication for:

6.1. The responsibilities of Contractor for correction of defective Work and completion of the Contract;

6.2. Additional legal, design professional and delay costs resulting from Contractor's Default, and resulting from the actions of or failure to act of Surety under Paragraph 4; and

6.3. Liquidated damages, or if no liquidated damages are specified in the Contract, actual damages caused by delayed performance or non-performance of Contractor.

7. Surety shall not be liable to Project Owner or others for obligations of Contractor that are unrelated to the Contract, and the Balance of the Contract Price shall not be reduced or set off on account of any such unrelated obligations. No right of action shall accrue on this Bond to any person or entity other than Project Owner or its heirs, executors, administrators or successors.

8. Surety hereby waives notice of any change, including changes of time, to the Contract or to related subcontracts, purchase orders and other obligations.

9. Any proceeding, legal or equitable, under this Bond may be instituted in any court of competent jurisdiction in the location in which the Work or part of the Work is located and shall be instituted within 2 years after Contractor Default or within 2 years after Contractor ceased working or within 2 years after Surety refuses or fails to perform its obligations under this Bond, whichever occurs first. If the provisions of this paragraph are void or prohibited by law, the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable.

10. Notice to Surety, Project Owner or Contractor shall be mailed or delivered to the address indicated on the signature page.

11. When this Bond has been furnished to comply with a statutory requirement in the location where the Contract was to be performed, any provision in this Bond conflicting with said statutory requirement shall be deemed deleted herefrom and provisions conforming to such statutory requirement shall be deemed incorporated herein. The intent is that this Bond shall be construed as a statutory bond and not as a common law bond.

12. Definitions:

12.1. Balance of the Contract Price: The total amount payable by Project Owner to Contractor under the Contract after all proper adjustments have been made, including allowance to Contractor of any amounts received or to be received by Project Owner in settlement of insurance or other Claims for damages to which Contractor is entitled, reduced by all valid and proper payments made to or on behalf of Contractor under the Contract.

12.2. Contract: The agreement between Project Owner and Contractor identified on the signature page, including all Contract Documents and changes thereto.

12.3. Contractor Default: Failure of Contractor, which has neither been remedied nor waived, to perform or otherwise to comply with the terms of the Contract.

12.4. Project Owner Default: Failure of Project Owner, which has neither been remedied nor waived, to pay Contractor as required by the Contract or to perform and complete or comply with the other terms thereof.

THIS FORM IS REQUIRED TO BE SUBMITTED WITH THE BID

Section 13: Non-Iran Linked Business Certification

11.1 Pursuant to Michigan law (Iran Economic Sanctions Act, Michigan PA 517 of 2012), before accepting any bid or proposal or entering any contract for goods and services with any prospective vendor, the County must obtain certification from the vendor that it is not an “Iran-Linked Business.”

11.2 By signing below, I certify and agree on behalf of the company submitting this form and myself the following: (1) that I am duly authorized to legally bind the company submitting this proposal; (2) that the company submitting this proposal is not an “IranLinked Business,” as that term is defined in Section 2(E) of the Iran Economic Sanctions Act, Michigan PA 517 of 2012; and (3) that I and the company submitting this proposal will immediately comply with any further certifications or information submissions requested by the county in this regard.

Company Name

Authorized Representative

(printed name and title)

Signature Date

Appendix A – Insurance Requirements

The Contractor shall maintain insurance coverage throughout the duration of the project and shall provide certificates of insurance evidencing the required coverages prior to commencement of work.

Professional Liability Insurance

The Contractor shall maintain Professional Liability Insurance providing coverage for negligent acts, errors, or omissions committed or alleged to have been committed by the Contractor.

Minimum limits of liability shall be:

• $1,000,000 per claim for projects with an estimated total cost of $100,000 or greater; or

• $500,000 per claim for projects with an estimated total cost less than $100,000.

Professional Liability coverage shall include loss of interest, earnings, profits, use, operations interruption, and other consequential damages resulting from negligent acts, errors, or omissions of the Contractor.

Commercial General Liability Insurance

The Contractor shall maintain Commercial General Liability Insurance with minimum limits of $500,000 per occurrence.

The policy shall name the City of Jackson and the Martin Luther King Corridor Improvement Authority

(MLK CIA) as Additional Insureds.

Coverage shall protect against claims for bodily injury, death, personal injury, and property damage arising from the performance of the work.

Automobile Liability Insurance

The Contractor shall maintain Automobile Liability Insurance with minimum limits of $500,000 per occurrence for all owned, non-owned, and hired vehicles utilized in connection with the work.

Workers' Compensation and Employer's Liability Insurance

The Contractor shall maintain Workers' Compensation and Employer's Liability Insurance in accordance with all requirements of the State of Michigan and applicable federal laws.

Insurance Carriers

All insurance policies shall be written on an occurrence basis and issued by financially responsible insurance companies licensed or otherwise authorized to conduct business within the State of

Michigan and acceptable to the City of Jackson.

Subcontractors

Any subcontractors utilized for the project shall maintain insurance coverage meeting the same minimum requirements established herein. The Contractor shall remain responsible for ensuring compliance with these requirements.

Appendix B – Bidder’s Checklist

Checklist Items

1. Completely reviewed this Invitation to Bid document and understand all requirements.

Must return the completed Bid Form and required attachments.

2. Calendar check —bids must be submitted by August 12, 2026.

3. Calendar check — optional site visit can be coordinated through Emily Dunbar and David

Stegink prior to bid submittal. It is advised that a site visit, if conducted, be completed prior to the question due date of August 10, 2026.

Questions cut off Monday, August 10 at 3pm

Emily Dunbar (edunbar@fishbeck.com) David Stegink (dstegink@fishbeck.com)

4. Completed required Bid Form (pg. 12–14) and required attachments that make up the Bid Package.

5. Completed required Non-Iran Linked Business Certification form (pg. 18).

6. Required attachment — proof of insurance or proof of insurability from insurance agent, labeled Exhibit A.

mailto:dstegink@fishbeck.com

©Copyright 2023 All Rights Reserved

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DATA SOURCES: ESRI STREET MAP.

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LEGEND

Approximate Property Boundary

DATA SOURCES: ESRI HYRBID REFERENCE LAYER & MiSAIL IMAGERY.