100 S. Jefferson Ave, Suite 601

Saginaw, Michigan, 48607

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WTAARCH.COM

ADDENDUM NO. 2

BELLE ISLE STATE PARK

NEW STORAGE BUILDING

11 PLEASURE DRIVE

DETROIT, MICHIGAN

FILE NO: 751/19193.SMD

WTA Project No. 2019131 DATE: November 3, 2026

The following clarifications, modifications and/or revisions to the above project shall be considered a part of the original drawings and specifications.

It shall be the responsibility of the contractor to notify their subcontractors and/or suppliers of the clarifications, modifications, and/or revisions included herein.

GENERAL

Item G1: Refer to attached RFI response form.

Item G2: Clarification: Contractors arriving late at the mandatory pre-bid meeting are disqualified from consideration.

Item G3: Refer to Bid Summary (attached)

A. Revised Bid Opening Date.

B. Added Bid Allowances.

Item G4: Refer to Bid Schedule (attached)

A. Revised Bid Schedule descriptions.

B. Added Bid Allowances.

C. Added Unit Cost.

Item G5: Refer to Non-Collusion Affadavit (attached)

A. Added to project requirements.

Item G6: Refer to Asbestos Abatement Attestation (attached)

A. Added to project requirements.

Item G7: Refer to Specification 01 21 00 Allowances (attached)

A. Added Bid Allowances.

Item G8: Refer to Specification 01 22 00 Unit Prices (attached)

A. Added Unit Prices.

Item G9: Refer to Specification Section 01 45 16.01 Concrete Testing (Not Reissued)

BELLE ISLE STATE PARK NEW STORAGE BUILDING – ADDENDUM NO. 2

FILE NO. 751/19193.SMD

NOVEMBER 3, 2026

CIVIL

Item C1: Refer to Sheet C5 (Attached)

A. TP/TM info was added plus second BM and TP points

Item C2: Refer to Sheet C7 (Attached)

A. TP/TM info was added plus second BM and TP points B. Grading table was shifted C. Compactor slab elevation was adjusted.

D. Adjusted 2 slabs that were under 2% for a LL to be completely flat.

ARCHITECTURAL

Item A1: Refer to Sheet TS (Attached)

A. Added Unit Price for contaminated soil.

Item A2: Refer to Sheet A1.01 (Attached)

A. Revised project work limits.

B. Revised fuel dispensing system scope of work notes.

C. Revised trash compactor scope of work notes.

D. Added location for Trash Compactor power supply.

Item A3: Refer to Sheet A2.21 (Attached)

A. Revised foundation design intent notes.

Item A4: Refer to Sheet A5.11 (Attached)

A. Revised keynote 17.

Item A5: Refer to Sheet A5.21 (Attached)

A. Revised keynote 17.

Item A6: Refer to Sheet A6.21 (Attached)

A. Added rain diverter detail 7/A6.21.

B. Revised roof plan for ice and water shield locations.

C. Revised notes on details 4/A6.21, 5/A6.21, 6/A6.21, 7A6.21, Item A7: Refer to Specification 07 31 13 Asphalt Shingles (Attached)

A. Added rain diverter specification.

BELLE ISLE STATE PARK NEW STORAGE BUILDING – ADDENDUM NO. 2

FILE NO. 751/19193.SMD

NOVEMBER 3, 2026

STRUCTURAL

Item S1: Refer to Sheet S3.01 (Not Reissued)

A. Footing Schedule revised as follows:

a. F5 footing width = 5’-0”

b. F6 footing width = 7’-0”

END OF ADDENDUM NO. 2

WTA ARCHITECTS

Randy G. Sova II, Assoc. AIA Project Manager

Cc: WTA Architects Department of Natural Resources (DNR) Department of Technology, Management & Budget (DTMB)

WTA Architects 100 South Jefferson Avenue, Suite 601 E-mail: design@wtaarch.com Saginaw, Michigan 48607 Telephone: (989)752-8107

Project: Project No:

To: Date:

Prepared By:

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11/2/2026All Bidders

Randy G. Sova II

2. The contract documents indicate on drawing A1.01 and in the specifications, that the cost for the Trash

Compactor Scope of Work is the responsibility of the successful contractor. This seems to include the unknown cost of the services of Reaction Distributing of Ajax, Ontario. We request that a designated allowance be established for the services of the Owner’s delegated contractor Reaction Distributing to ensure that all contractors are provided the same cost quotation for the work of Reaction Distributing.

REQUEST FOR INFORMATION

4. The specifications include verbiage about asbestos and related abatement. We have not found any environmental investigation information in the specifications nor in the drawings. Please advise if an environmental investigation was performed by the Owner or the PSC and where such document can be obtained.

3. The contract documents indicate on drawing A1.01 and in the specifications that the cost for the Fuel

Dispensing System be borne by the successful contractor. Please provide technical specifications for the required new double walled tank, the AST pumps, Clock Gage Alarms and other appurtenances for a complete fuel dispensing system. Additionally, clarify the scope of work regarding the dis-assembly of any pump or device connections to the existing fuel storage tanks to be relocated and a confirmation that the owner (MDNR) is responsible to remove 100% of the fuel in the existing tanks prior to being relocated.

Fuel dispensing systems will be by Owner's separate contractor under designated allowance. Refer to Addendum 2.

2019131 Belle Isle State Park New Storage Building

Trash compactor relocation costs will be by Owner's separate contractor under designated allowance. Refer to Addendum 2.

1. The bid documents state that the project contract time is 60 calendar days and that the first day of these 60 calendar days is when the Notice to Proceed (NTP) is rendered by the Owner to the contractor.

The project bid date is on 04 November 2026. Is it the intention of the Owner to process the NTP on a date such that the Contract Time as noted in the Bid Summary document – specifically 27 August 2027 -can be accomplished without any requirement for Liquidated Damages?

The owner's intent is to issue a notice to proceed in the spring of 2027.

Owner does not anticipate any asbestos abatement to be required for project.

Saginaw, Michigan 48607 Telephone: (989)752-8107

Project: Project No:

To: Date:

Prepared By:

11/2/2026All Bidders

Randy G. Sova II

REQUEST FOR INFORMATION

2019131 Belle Isle State Park New Storage Building

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9. Who is responsible for the permit fee?

10. Who is responsible for testing?

Required testing and inspections will be paid via the testing allowance. Refer to Addendum 2.

Refer to Addendum 2.

Permit fees will be paid by Contractor via permit allowance. Refer to Addendum 2

6. Please provide more information on the Rain Guard Diverter System designated at item 31 in the

Materials Keynote on drawing A5.21 on the New Storage Building Project for the MDNR on Belle Isle. It would be helpful to understand the design specifics: length, cross-section, gauge, preferred location and fastening mechanism for these 4 items.

8. Please provide the elevation and point description for BM 10 shown on drawings 5 of 8 and 7 of 8.

It would be helpful to also have second benchmark for the project.

Refer to Addendum 2.

7. Please provide a corrected Grading Table for points 131 through 159 for the New Storage Building on

Belle Isle. The last several digits are not readable as they are presented on drawing 7 of 8. See the attached image.

Refer to Addendum 2 for revised spec Section 073113 - Asphalt Shingles.

5. The project drawings and specifications are unclear whether there are any environmental concerns with volatile organics in the vicinity of the existing fuel storage tanks. If there is suspicion of any environmental contamination that would require removal of the contaminated soil an environmental allowance should be established for all contractors to apply to their bid.

Owner is not aware of any environmental concerns at this time. Contractor shall provide a unit price for disposal of contaminated soils if discovered during work. Refer to

Addendum 2.

Saginaw, Michigan 48607 Telephone: (989)752-8107

Project: Project No:

To: Date:

Prepared By:

11/2/2026All Bidders

Randy G. Sova II

REQUEST FOR INFORMATION

2019131 Belle Isle State Park New Storage Building

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See response #2.

12. Does the geotechnical report from 2022 coincide with what exists currently regarding water levels?

13. Should the existing trash compactor disconnect be removed back to panel?

17. Fuel tanks. Please provide the size and capacity of the existing tanks and the new double wall tank.

Please also confirm who is responsible for emptying the existing tanks, disposing of the product and the existing single wall tank, and obtaining the LARA Storage Tank Division plan review and inspections.

See response #3.

14. Can you confirm a contact with Crystal Flash to discuss options for relocation and replacement of the existing tanks? If this coordination is to be handled by you and the Owner, please provide any costs that should be carried in the proposal we submit

It is unknown if the 2022 report conicides with current water levels.

See response #9.

Yes.

11. Who is the fuel provider that DNR uses?

See response #3.

See response #3.

15. Can you confirm a contact with Reaction Distribution Inc to obtain the costs to be carried for the compactor relocation?

16. It was mentioned that the building permit allowance was to be provided by the Owner to be carried in the proposal. Please provide when available

Saginaw, Michigan 48607 Telephone: (989)752-8107

Project: Project No:

To: Date:

Prepared By:

11/2/2026All Bidders

Randy G. Sova II

REQUEST FOR INFORMATION

2019131 Belle Isle State Park New Storage Building

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21. Is the current unit being utilized on site requiring the 240V service?

The T400 unit is advertised for only required 208V, which would eliminate the need for a transformer.

18. Appendix II references USACE permit sections and a boating access site, and neither appears in the bid documents. Please confirm these requirements do not apply to this project.

These do not apply to this project.

The existing trash compactor runs on 240V 3ph and is only operable at 240V.

19. Sheet C7 notes hazardous flammable material underground near the existing tanks. Please identify the material and its location, and confirm whether any removal or remediation is part of this contract.

20. Testing. The "Paid by Owner" list in Section 01400 is blank. Please confirm whether the Owner or the

Contractor pays for concrete testing and soil density testing.

See response #10.

22. Contract duration: Which controls—60 calendar days from Notice to Proceed or August 30, 2027, substantial completion?

23. Foundation design: Has the structural engineer accepted the shallow footing/pier design with the 2022 geotechnical recommendations? What bearing conditions and fill replacement quantities are assumed?

Note is in reference to an existing buried natural gas line.

Owner wishes to complete the project as soon as possible, with August 30, 2027 the latest acceptable date for substantial completion.

The design intent is based on a shallow footing/pier design as recommended in the geotechnical report. Refer to Sheet A2.21 for design assumptions.

Saginaw, Michigan 48607 Telephone: (989)752-8107

Project: Project No:

To: Date:

Prepared By:

11/2/2026All Bidders

Randy G. Sova II

REQUEST FOR INFORMATION

2019131 Belle Isle State Park New Storage Building

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25. Unit prices: Confirm how excavation, engineered fill, coarse stone and fencing unit prices will adjust the contract, including documentation and measurement procedures.

28. Utilities: Confirm electrical service availability, utility company responsibilities, planned shutdowns and what the $25,000 utility allowance is intended to cover.

27. Permits: Identify approvals already secured by DTMB, those pending and those the GC must obtain, particularly any applicable environmental or waterfront-related approvals.

26. Fuel tanks: Provide existing tank sizes, fuel types, as-built details, testing records, tank registration information and any design/permitting already completed. Also, who will be responsible for temporary tanks.

24. Soils and groundwater: How should unforeseen unsuitable soils, contaminated materials and groundwater dewatering be handled and paid?

No project approvals have been obtained at this time. Application for plan review requirements will be submitted by the Owner and/or Architect. The Contractor shall be responsible for obtaining all permits and paying any necessary fees.

Final utility company requirements will be confirmed with DTE after bid award. Specified utility allowance is for any costs from utility for new service to building. Shutdowns should be coordinated with Owner and Architect per project requirements.

Base Bid amount should include sufficient quantity of excavation work and engineered fill to achieve the design intent. Contract amount will be adjusted based on actual quantities installed in accordance with allowance and unit cost procedures.

Contractor shall include in Base Bid amount costs for removal and disposal of unsuitable soils and dewatering as required to achieve design intent. If contaminated materials are encountered the costs for removal and disposal will be handled via change order in accordance with unit cost procedures. Refer to Addendum 2 for additional unit cost for contaminated soils.

See response #3.

Saginaw, Michigan 48607 Telephone: (989)752-8107

Project: Project No:

To: Date:

Prepared By:

11/2/2026All Bidders

Randy G. Sova II

REQUEST FOR INFORMATION

2019131 Belle Isle State Park New Storage Building

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Provide void forms of 2” depth at bottom face of concrete grade beams to mitigate potential damage to grade beam from frost heave at building perimeter.

29. Access and staging: Confirm acceptable laydown and equipment-storage areas, disposal/spoils locations, traffic-control requirements and work-hour restrictions.

30. Precast blocks: Confirm the V-wedge block configuration, specified supplier or accepted equivalents and whether any engineered retaining arrangement is required.

31. Please confirm that the statement below in the specs is correct (SECTION 01 45 16.01 – PAGE 2.

“Blended cement meeting the requirements of ASTM C595 Type IL is permitted”. We recently completed a DTMB project on Belle Isle and DTMB STRONGLY requested that this product NOT be used on the project due to numerous DTMB projects with concrete failures and required re-work.

Refer to Drawing A1.01 for Project Work Limits for areas available for staging and laydown. All spoils shall be properly disposed of offsite. Refer to Specification project working restrictions and requirements.

Block configuration as shown on drawings. Refer to spec Section 012500 Substitution

Procedures for supplier information.

ASTM C595 Type IL blended cement is prohibited.

32. Several foundation contractors have expressed concern over the foundation design. The exterior grade beam is 1.0’ wide x 1.5’ deep. The grade beam reinforcing steel is required to run through the piers for column foundations. This is problematic in that the grade beam may move with frost whereas the column foundations may not heave with frost action. See detail 1/S2.01 for grade beam note.

Casing removal is at the Contractor's discretion as it is not a critical part of the structural design.

33. Note 9 on drawing S3.01 states that “casings will be required for all drilled piers”. Verify that the casings are to be removed once the concrete is in place in the foundation.

Saginaw, Michigan 48607 Telephone: (989)752-8107

Project: Project No:

To: Date:

Prepared By:

11/2/2026All Bidders

Randy G. Sova II

REQUEST FOR INFORMATION

2019131 Belle Isle State Park New Storage Building

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39. During the pre-bid meeting, it was mentioned in passing that Pleasure Drive is going to be paved.

Please confirm that is part of another project or identify which drawing indicates this scope of work.

38. Please confirm that all aggregate testing, concrete testing and soil testing is the responsibility of the contractor. It is our understanding that the frequency of testing and other QA/QC metrics will be points of discussion during contractor interviews to ensure adequate consideration have been given to these matters by the bidders.

See response #10.

Work does not include any paving work for Pleasure Drive

37. Please provide the location of the power source and the distance to the existing Trash Compactor disconnect.

36. We have tried to contact Reaction Distributing several times but have not received any response regarding the Trash Compactor Scope of Work (SOW) and related costs. We request that an allowance be designated for this work.

See response #2.

Refer to Addendum 2.

Yes.

35. Please confirm the elevation for TP 139 at the compactor slab. The elevation for TP 138 just 26 feet away on the same slab is 3.13 lower.

34. The Foundations Intent note on drawing A2.21 states ‘Excavate all footings and foundations to a depth of 9’6” below grade’. Please clarify if this includes the interior foundation system as well as the frost slab foundations.

Refer to Addendum 2.

Saginaw, Michigan 48607 Telephone: (989)752-8107

Project: Project No:

To: Date:

Prepared By:

11/2/2026All Bidders

Randy G. Sova II

REQUEST FOR INFORMATION

2019131 Belle Isle State Park New Storage Building

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45. Another item that was discussed at the pre-bid meeting for the New Storage Building by Scott the

DTMB PM. He suggested that there will be established an allowance for the permit fees. My notes indicate he mentioned that a sum of $1,000 or $2,000 would be established.

44. Please advise how the terminology LL = Level Landing applies to the two 8’s x 20’ concrete slabs with variable elevations on the corners. See drawing 7 of 8.

Refer to Addendum 2.

Refer to Addendum 2.

43. Is there a location on the island where spoil material can be disposed or is it the intent of the Owner that all excess excavated material be removed from the site. It is our understanding that there are very, very few disposal sites within close proximity to the project site.

42. Please confirm that there will be an allowance for the removal of any contaminated material from either site location.

Owner is not aware of any environmental concerns at this time. Contractor shall provide a unit price for disposal of contaminated soils if discovered during work. Refer to Addendum 2.

All spoils shall be removed from site and properly disposed.

41. During the pre-bid meeting it was discuss that the number of contract days may be expanded to 120 days from the 60 day amount in the contract documents and that the tentative start date is mid-to-late

March. Please confirm.

40. We learned from one of our subcontractors that the existing fuel tanks that are to be relocated are owned by a Petroleum distribution company and that due to liability issues, only they can move the tanks.

Please advise if an allowance will be provided for this work or if the MDNR will contract this outside of this contract.

See response #3.

See response #22.

Saginaw, Michigan 48607 Telephone: (989)752-8107

Project: Project No:

To: Date:

Prepared By:

11/2/2026All Bidders

Randy G. Sova II

REQUEST FOR INFORMATION

2019131 Belle Isle State Park New Storage Building

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49. The Footing Schedule lists “Depth” in the third column. It would be more correctly be listed as

“Thickness”.

48. The Footing Schedule does not list width details for foundation marks F5 or F6. Additionally, the depth to bottom of footing is not listed --- unless the intent is to excavate down to 9’ 6”. Please advise.

Refer to Addendum 2. Bottom of footing elevation is indicated on Foundation plans.

Contractor shall assume "Depth" to mean "Thickness".

47. For the Bid Bond itself, the specifications list a 5% requirement, and the Bid Bond Sheet references a signed bond statement, however there is not a page included for the base bid bond to be filled out by the surety agency. Can you confirm that the single page listed in the bid form package as "BID BOND" does not require any supplemental documents at time of submission? Or if it does, can you please provide that document for our surety agency to sign?

46. For the submission, the pages for Performance Bond and Payment Bond are listed in the sheets for the upload, but the specifications list them as submitted once awarded. Can you confirm if for the upload next

Wednesday these two sheets can be left blank?

Submit after notice of award per bid instructions.

Bid Guarantee can be in the form of a certified check or a bid bond from an authorized surety company in accordance with bid instructions.

Saginaw, Michigan 48607 Telephone: (989)752-8107

Project: Project No:

To: Date:

Prepared By:

11/2/2026All Bidders

Randy G. Sova II

REQUEST FOR INFORMATION

2019131 Belle Isle State Park New Storage Building

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53. Please confirm the existing capacities (in gallons) of all three aboveground storage tanks (ASTs) and the required capacity of the new double-walled replacement tank. Are the existing ASTs owned by the

Owner or leased/rented through the current fuel supplier? Please also identify the current fuel supplier.

52. While reviewing the bid documents for the Belle Isle State Park – New Storage Building project (File

No. 751/19193.SMD), we noticed that the following forms are listed under Section 00100 – Instructions to

Bidders (Page 00-2), but are not included in the solicitation package:

•Asbestos Abatement Attestation

•Non-Collusion Affidavit

Could you please provide these forms or advise where we can obtain them? Also, please confirm whether the Asbestos Abatement Attestation is applicable to this project, considering the scope involves new construction

Refer to Addendum 2.

See response #3.

51. One of the options presented in the soils report is to excavate the entire building footprint plus 1’ horizontal for each 1’ of depth removed and to provide engineered fill over this entire area. Please advise if this is an acceptable option. It will be costly, but potentially more definable than the unknown depth of the conventional piers and foundations option.

50. The Foundation Design Intent located on A2.21 (which would have been more helpful if located on sheet S2.01 or S3.01) states that the design is based on using conventional foundations with piers. Also states that all footings and foundations are to be excavated to a depth of 9’ 6” below grade. The instructions go on to state that the contractor is to provide engineered fill per soils investigations to bottom of foundation bearing elevation. The bottom of the foundation bearing elevations are not clearly identified in the specs, the soils report nor on the drawings. If the design is to install engineered fill in the

9’ 6” foundations to an unknown depth until 2000 psf (note 1 Foundation Notes dwg S3.01) is obtained, that should be clearly spelled out.

Bottom of foundation elevations are indicated on Drawings. Refer to Foundation Plan on Sheet S2.01 and Site Plan Sheet 7 of 8. The design intent describes the assumptions to be used for determining Base Bid amount.

Contractor can propose alternative approaches as voluntary alternates.

Saginaw, Michigan 48607 Telephone: (989)752-8107

Project: Project No:

To: Date:

Prepared By:

11/2/2026All Bidders

Randy G. Sova II

REQUEST FOR INFORMATION

2019131 Belle Isle State Park New Storage Building

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55. Considering the apparent condition of the existing tanks, would the Owner consider replacing all three

ASTs with new double-walled tanks instead of relocating and reusing the existing two tanks?

See response #3.

57. Roof underlayment: Sheet A6.21 (keynote R1) and A5.11 (keynote 17) call for 15# felt. Specification

073113, 2.4.A calls for synthetic underlayment. Please confirm which one governs.

56. Please clarify the complete scope of work, including tank removal, relocation, associated fuel piping, pumps, electrical connections, testing, and commissioning.

54. Have the two existing double-walled ASTs been inspected and confirmed to be in suitable condition for relocation and reuse?

See response #3.

58. Ice and water shield extent: Specification 073113, 3.2.B requires self-adhered underlayment at eaves, rakes and ridges (36 in. each side of the ridge). The hatch on the A6.21 roof plan shows eaves only. Please confirm the required locations.

See response #3.

Specification shall govern.

Refer to Addendum 2.

59. Fascia, rake trim and soffit: The A6.21 roof plan keynotes R4 and R7 show pre-finished aluminum fascia/rake trim and vented aluminum soffit. Section 074213.13 includes fasciae, rakes and soffits in the metal wall panel system, formed from the panel material. Please confirm which section and material govern.

Specification shall govern.

Saginaw, Michigan 48607 Telephone: (989)752-8107

Project: Project No:

To: Date:

Prepared By:

11/2/2026All Bidders

Randy G. Sova II

REQUEST FOR INFORMATION

2019131 Belle Isle State Park New Storage Building

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66. Can you clarify on what costs will be covered by the "Utility Allowance"?

The utility allowance is intended solely for costs from the utility with delivering new electrical service.

65. During the site walk, changes to the project dates and durations were discussed, will these be officially released prior to bid?

See response #22.

64. The existing fuel tanks do not have a secondary containment system, will a secondary containment be needed for these tanks?

See response #3.

63. Does Sheet 5 of 8 of the civil plans ("Existing Conditions Sheet") reflect the existing grades that we can expect to find at the start of the work on this project?"

Yes.

62. Is the 80' of fencing along Pleasure Drive the only requested location? The fencing extending from the neighboring building to the northeast to the water looks to have been completed previously.

Yes.

60. Ice and water shield product: Section 073113, 2.1 requires underlayments from the shingle manufacturer

(CertainTeed), but none of the products listed in 2.4.B is a CertainTeed product. Is CertainTeed

WinterGuard acceptable?

61. Rain guard diverters (A6.21 keynote R8; A5.11 keynote 31): No specification section or detail is provided.

Please give the product, material and length required.

See Addendum 2.

CertainTeed WinterGuard products are acceptable.

Saginaw, Michigan 48607 Telephone: (989)752-8107

Project: Project No:

To: Date:

Prepared By:

11/2/2026All Bidders

Randy G. Sova II

REQUEST FOR INFORMATION

2019131 Belle Isle State Park New Storage Building

RESPONSE:

END OF DOCUMENT

67. Is the design intent to determine DTE service location after bid award? Plan E0.04 indicates INCOMING

UTILITY on southeast corner of new building and a 10' stub but does not indicate the source of the power or how far the source is from building (i.e. how much conduit to run).

Yes. A DTE work order number has been opened (#79397461) and a Planned has been assigned (see contact info below), but DTE has not provided any information yet.

Planning Representative: Antoine McReynolds Primary Phone: 3132354424 Email: ANTOINE.MCREYNOLDS@DTEENERGY.COM

Bidding and Contract Document (R 4/26) Belle Isle State Park – New Storage Building File No. 751/19193.SMD

BID SUMMARY

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

3111 W. St. Joseph Street Lansing, Michigan 48917

Bids must be submitted electronically at: SIGMA VSS

FILE NUMBER

751/19193.SMD

DEPARTMENT/AGENCY

Department of Natural Resources

CONTRACT TIME(S)

August 30, 2027 (Substantial Completion)

PROJECT NAME

Belle Isle State Park – New Storage Building

LOCATION

11 Pleasure Drive Detroit, MI

BID OPENING DATE

Wednesday, November 11, 2026 at 2:00 pm Local Time

FOR AN EXAMINATION OF THE SITE CONTACT:

WTA Architects (989) 752-8107 Randy Sova II rsova@wtaarch.com

SEE SECTION 00100 INSTRUCTIONS TO BIDDERS AND SECTION 00700 GENERAL CONDITIONS PROVIDED WITH THE BIDDING DOCUMENTS.

BID: WE PROPOSE TO FURNISH, PERFORM AND COMPLETE THE ENTIRE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS IN

CONSIDERATION OF THE BID PRICE (S) STATED BELOW.

FIRM NAME AND COMPLETE ADDRESS TELEPHONE NUMBER and E-MAIL ADDRESS

□ Qualified Disabled Veteran

SIGMA VENDOR NUMBER

(protected information required for processing payments)

BIDDER'S SIGNATURE AND TITLE DATE

WITNESS' SIGNATURE DATE

By signing this bid above, bidder certifies their enclosed Qualified Disabled Veteran and Michigan-Based Business Certifications.

BASE BID FROM BID SCHEDULE (Include specified Allowances):

____________________________________________________________________________Dollars $____________________ (use words) (in figures)

Allowance No. 1: Provisionary Allowance - $50,000.00

Allowance No. 2: Utility Allowance - $25,000.00

Allowance No. 3: Trash Compactor Allowance - $25,000.00

Allowance No. 4: Fuel Dispensing System Allowance - $25,000.00

Allowance No. 5: Permit Fee Allowance - $1,000.00

Allowance No. 6: Testing and Inspections Allowance - $5,000.00

A PERFORMANCE BOND AND A PAYMENT BOND ARE REQUIRED FOR ALL BIDS OVER $50,000.00. EACH BID MUST BE ACCOMPANIED BY A FIVE (5) PERCENT BID GUARANTEE. BUILDERS RISK INSURANCE IS REQUIRED TO BE PROVIDED BY THE

CONTRACTOR UNLESS OTHERWISE INDICATED IN THE BID DOCUMENTS.

BIDDERS ARE ALSO CAUTIONED TO FAMILIARIZE THEMSELVES WITH ALL OF THE OTHER CONDITIONS OF THE CONTRACT.

Project Scope of Work:

THIS PROJECT INCLUDES CONSTRUCTION OF A NEW STAND-ALONE COLD STORAGE POLE BUILDING FOR THE DNR HEADQUARTERS BUILDING ON BELLE ISLE. THE NEW STRUCTURE WILL NOT BE REGULARLY OCCUPIED OR STAFFED AND WILL BE USED FOR EQUIPMENT AND MATERIAL STORAGE AND WILL NOT INCLUDE ANY REPAIR, OFFICE, OR

PLUMBING FACILITIES.

The Bidder must figure its Base Bid on the specified, or Addendum-approved, materials and equipment only. No “or equal” or substitution proposals will be permitted after Bid opening, except as provided in the General Conditions.

Addenda: Bidder acknowledges receipt of Addenda: No. ___ dated: ________, No. ___ dated: ________

Bidding and Contract Document (R 4/26) Belle Isle State Park – New Storage Building File No. 751/19193.SMD

BID SCHEDULE

Base Bid Schedule - The Bidder will complete the Work and accept as full payment, for the Work items listed, the following Unit Prices and/or Item Bid Prices, as applicable:

Base Bid Item No.

Bid Quantity

Description

Unit Price

Item Bid Price

1 Lump Sum New Pole Building Structure

2 Lump Sum Trash Compactor Ramp, Retaining

Wall, and concrete pads

3 Lump Sum Fuel Tank concrete pad

4 Lump Sum Block storage bin blocks and concrete pad

5 Lump Sum All remaining sitework

TESTING ALLOWANCE 5,000.00

PERMIT ALLOWANCE 1,000.00

FUEL SYSTEM ALLOWANCE 25,000.00

TRASH COMPACTOR ALLOWANCE 25,000.00

UTILITY ALLOWANCE 25,000.00

ALLOWANCE AMOUNT 50,000.00

TOTAL (This amount should equal the Base Bid amount on the Bid Summary Form) $

Base Bid (Sum of Item Bid Prices for all Base Bid Items):

__________________________________________________________________ Dollars $__________________________ (use words) (in figures)

Bidding and Contract Document (R 4/26) Belle Isle State Park – New Storage Building File No. 751/19193.SMD

Schedule of Alternates - The Bidder will complete (or deduct from the Contract) the parts of the Work designated by the Alternates that follow and accept in full payment (or allow in full credit) for those parts of the Work the following Item Bid Prices:

Alternate Item No.

Bid

Item Bid

The Bidder further acknowledges and agrees that the separate prices bid on this “Schedule of Alternates,” where they are applicable and deemed acceptable by the Owner, will be used if incorporated into the Contract when the Owner issues the Notice of Award.

Schedule of Unit Prices or Contingent Change Order Prices - The Bidder shall use this “Schedule” to quote unit prices identified in the bid documents or propose other contingent Change Order prices. The proposed Unit Prices or contingent Change Order prices set forth in this schedule, at the sole discretion of the Owner, may, or may not be incorporated into the Contract Documents. The Owner reserves the right to negotiate Unit Prices or contingent Change Order prices set forth herein prior to their possible incorporation into the Contract Documents.

Item No. Bid

Item Bid Price

1 Cubic Yard Excavation

2 Cubic Yard Engineered Fill

3 Cubic Yard Course Stone Fill

4 Ten-Foot Section Chain Link Fence

5 Cubic Yard Contaminated Soil Disposal

Bidding and Contract Document (R 4/26) Belle Isle State Park – New Storage Building File No. 751/19193.SMD

NON-COLLUSION AFFIDAVIT

SUBMISSION REQUIRED WITH ALL BIDS

PROFESSIONAL - WTA Architects

WORK - Belle Isle State Park New Storage Building

FILE No. _751/19193.SMD____

Affiant, __________________________________________________________, being first duly sworn, deposes and says that:

(1) Affiant is (enter title) _____________________ of _________ ____________________________________________________, "the Bidder." Affiant has personal knowledge of the matters set forth in this Affidavit and is competent to testify about them.

(2) The Bidder has submitted to the Owner a "Bid" to enter into the above referenced Contract, also referred to in this Affidavit as "the Work."

(3) This Section 00320 Non-collusion Affidavit is executed by Affiant for inclusion with the submission to the Owner of the Bid and may be relied upon by the Owner in considering the Bid.

(4) Affiant is fully informed about the preparation and contents of the Bid and of all pertinent circumstances surrounding the Bid, has not entered into any contract, combination, conspiracy, or other act prohibited by federal, State or any other local Law. The Bid is genuine and is not a collusive or sham Bid.

(5) Neither the Bidder nor any of the Bidder's owners, officers, partners, directors, agents, representatives, employees or parties in interest, including this Affiant, have in any way entered or proposed to enter into any combination to prevent the making of any Bid, or to fix any prices (including overhead, profit or other costs) for the Bid; or have made any agreement, or given or promised any consideration to induce any other person not to Bid for the Work, or to Bid at a specified price; or have secured, proposed or intended to secure through any agreement an unlawful advantage against the Owner or any other person interested in the Work.

(6) No officer or employee of the State of Michigan is personally or financially interested, directly or indirectly, in the Bid, or any Contract which may be under it, or in the purchase or sale of any materials, equipment or supplies for the Work to which it relates, or any portion of any expected profits thereto.

(7) The Bid is not intended to secure an unfair advantage or benefit from the Owner or in favor of any person interested in the proposed Contract.

(8) The prices bid are fair and proper and are not tainted by any collusion, conspiracy, connivance, or unlawful agreement on the part of the Bidder or any other of the Bidder's owners, officers, partners, directors, agents, representatives, employees or parties in interest, including this Affiant; and neither the Bidder nor any of its owners, officers, partners, directors, agents, representatives, employees or parties in interest, including this Affiant, have divulged any information regarding the Bid or any data about the Bid to any other person.

By: ______________________________________________

SIGMA VENDOR NUMBER _______________

Title: _____________________________________________

Telephone No. ____________________________________

VERIFICATION

STATE OF __________________ )

COUNTY OF _________________ )

Before me, a Notary Public commissioned, qualified and acting, personally appeared (enter name of the person signing this Affidavit) ________________________________ to me well known to be the person described in and who signed this Section 00320 Non-collusion Affidavit, who being by me first duly sworn upon oath, says that he/she is the Attorney-in-Fact for (enter Bidder's name) _______________- ____________________________________________________________, that he/she has been authorized by (enter name of individual, partnership name, or the authorized governing body of the Bidder) _____________________________________ to execute this Section 00320 Non-collusion Affidavit on behalf of the named Bidder in favor of the STATE OF MICHIGAN, for the uses and purposes mentioned.

Subscribed and sworn to before me this _____ day of ____________________, 20______.

Notary Public, State of ___________________

My Commission expires: _______________, 20 ___

Bidding and Contract Document (R 4/26) Belle Isle State Park – New Storage Building File No. 751/19193.SMD

MICHSPEC DTMB 00320 − 1

(R 03/25)

ASBESTOS ABATEMENT ATTESTATION

SUBMISSION REQUIRED WITH ALL BIDS

Pursuant to the Public Entity Asbestos Removal Verification Act, PA 59 of 2024, MCL 338.3371 et seq. (“the Act”), the Owner will conduct the background investigation as required of any asbestos abatement contractor, or a general contractor that contracts with an asbestos abatement contractor, for the abatement of asbestos. Under the Act, an "Asbestos abatement contractor" means a business entity that is licensed under the asbestos abatement contractors licensing act, 1986 PA 135, MCL 338.3101 to 338.3319, and that carries on the business of asbestos abatement on the premises of another business entity and not on the asbestos abatement contractor's premises. Asbestos abatement contractor includes an individual or person with an ownership interest in a business entity described in MCL 338.3373(b).

(INSTRUCTIONS: Professional to select one of these two statements, then delete the not selected statement and instructions.)

THE SCOPE OF WORK TO BE COVERED UNDER THIS CONTRACT CONTAINS ASBESTOS ABATEMENT AND THIS

ATTESTATION MUST BE COMPLETED.

THE SCOPE OF WORK TO BE COVERED UNDER THIS CONTRACT DOES NOT CONTAINS ASBESTOS

ABATEMENT AND THIS ATTESTATION IS TO BE LEFT BANK.

Contractor attests that: (check one:)

1. The Contractor will self-perform all asbestos abatement project work and attests that Contractor has not been issued 5 or more notices of violation of environmental regulations (State and/or Federal), nor has been subject to an administrative consent order or a consent judgment involving environmental regulations.

2. The Contractor will self-perform all asbestos abatement project work; however, Contractor has been issued 5 or more notices of violation of environmental regulations (State and/or Federal), or has been subject to an administrative consent order or a consent judgment involving environmental regulations, requiring Owner to conduct a background investigation and a public hearing pursuant to PA 59 of 2024, MCL 338.3371 et seq.

3. The Contractor nominates the following Sub-contractor for all asbestos abatement project work and attests that the nominated Sub-contractor has not been issued 5 or more notices of violation of environmental regulations (State and/or Federal), nor has been subject to an administrative consent order or a consent judgment involving environmental regulations:

Nominated Sub-contractor: _______________________________________________________________________

4. The Contractor nominates the following Sub-contractor for all asbestos abatement project work; however, the nominated Sub-contractor has been issued 5 or more notices of violation of environmental regulations (State and/or Federal), or has been subject to an administrative consent order or a consent judgment involving environmental regulations, requiring Owner to conduct a background investigation and a public hearing pursuant to PA 59 of 2024, MCL 338.3371 et seq.

Nominated Sub-contractor: _______________________________________________________________________

Belle Isle State Park – New Storage Building File No. 751/19193.SMD Michigan Department of Natural Resources PSC Project No. 2019131 Detroit, Michigan

ALLOWANCES 012100 - 1

SECTION 012100 - ALLOWANCES

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative and procedural requirements governing allowances.

B. Types of allowances include the following:

1. Lump-sum allowances.

2. Unit-cost allowances.

3. Quantity allowances.

4. Provisionary allowances.

5. Testing and inspecting allowances.

C. Related Requirements:

1. Section 012200 "Unit Prices" for procedures for using unit prices, including adjustment of quantity allowances when applicable.

2. Section 012600 "Contract Modification Procedures" for procedures for submitting and handling Change Orders.

3. Section 014000 "Quality Requirements" for procedures governing the use of allowances for field testing by an independent testing agency.

1.2 SELECTION AND PURCHASE

A. At the earliest practical date after award of the Contract, advise Architect of the date when final selection, or purchase and delivery, of each product or system described by an allowance must be completed by the Owner to avoid delaying the Work.

B. At Architect's request, obtain proposals for each allowance for use in making final selections. Include recommendations that are relevant to performing the Work.

C. Purchase products and systems selected by Architect from the designated supplier.

1.3 ACTION SUBMITTALS

A. Submit proposals for purchase of products or systems included in allowances in the form specified for Change Orders.

1.4 INFORMATIONAL SUBMITTALS

A. Submit invoices or delivery slips to show actual quantities of materials delivered to the site for use in fulfillment of each allowance.

B. Submit time sheets and other documentation to show labor time and cost for installation of allowance items that include installation as part of the allowance.

C. Coordinate and process submittals for allowance items in same manner as for other portions of the Work.

1.5 LUMP-SUM ALLOWANCES

A. Allowance shall include cost to Contractor of specific products and materials ordered by Owner or selected by Architect under allowance and shall include taxes, freight, and delivery to Project site.

B. Unless otherwise indicated, Contractor's costs for receiving and handling at Project site, labor, installation, overhead and profit, and similar costs related to products and materials

ALLOWANCES 012100 - 2

ordered by Owner or selected by Architect under allowance shall be included as part of the Contract Sum and not part of the allowance.

1.6 UNIT-COST ALLOWANCES

A. Allowance shall include cost to Contractor of specific products and materials ordered by Owner or selected by Architect under allowance and shall include taxes, freight, and delivery to Project site.

B. Unless otherwise indicated, Contractor's costs for receiving and handling at Project site, labor, installation, overhead and profit, and similar costs related to products and materials ordered by Owner or selected by Architect under allowance shall be included as part of the Contract Sum and not part of the allowance.

1.7 QUANTITY ALLOWANCES

A. Allowance shall include cost to Contractor of specific products and materials ordered by Owner or selected by Architect under allowance and shall include taxes, freight, and delivery to Project site.

B. Unless otherwise indicated, Contractor's costs for receiving and handling at Project site, labor, installation, overhead and profit, and similar costs related to products and materials ordered by Owner or selected by Architect under allowance shall be included as part of the Contract Sum and not part of the allowance.

1.8 PROVISIONARY ALLOWANCES

A. Use the contingency allowance only as directed by Architect for Owner's purposes and only by Change Orders that indicate amounts to be charged to the allowance.

B. Contractor's overhead, profit, and related costs for products and equipment ordered by Owner under the contingency allowance are included in the allowance and are not part of the Contract Sum. These costs include delivery, installation, taxes, insurance, equipment rental, and similar costs.

C. Change Orders authorizing use of funds from the contingency allowance will include Contractor's related costs and reasonable overhead and profit.

D. At Project closeout, credit unused amounts remaining in the contingency allowance to Owner by Change Order.

1.9 TESTING AND INSPECTING ALLOWANCES

A. Testing and inspecting allowances include the cost of engaging testing agencies, actual tests and inspections, and reporting results.

B. The allowance does not include incidental labor required to assist the testing agency or costs for retesting if previous tests and inspections result in failure. The cost for incidental labor to assist the testing agency shall be included in the Contract Sum.

C. Costs of testing and inspection services not specifically required by the Contract Documents are Contractor responsibilities and are not included in the allowance.

D. At Project closeout, credit unused amounts remaining in the testing and inspecting allowance to Owner by Change Order.

ALLOWANCES 012100 - 3

1.10 ADJUSTMENT OF ALLOWANCES

A. Allowance Adjustment: To adjust allowance amounts, prepare a Change Order proposal based on the difference between purchase amount and the allowance, multiplied by final measurement of work-in-place where applicable. If applicable, include reasonable allowances for cutting losses, tolerances, mixing wastes, normal product imperfections, and similar margins.

1. Include installation costs in purchase amount only where indicated as part of the allowance.

2. If requested, prepare explanation and documentation to substantiate distribution of overhead costs and other markups.

3. Submit substantiation of a change in scope of Work, if any, claimed in Change Orders related to unit-cost allowances.

4. Owner reserves the right to establish the quantity of work-in-place by independent quantity survey, measure, or count.

B. Submit claims for increased costs because of a change in scope or nature of the allowance described in the Contract Documents, whether for the purchase order amount or Contractor's handling, labor, installation, overhead, and profit.

1. Do not include Contractor's or subcontractor's indirect expense in the Change Order cost amount unless it is clearly shown that the nature or extent of Work has changed from what could have been foreseen from information in the Contract Documents.

2. No change to Contractor's indirect expense is permitted for selection of higher- or lower-priced materials or systems of the same scope and nature as originally indicated.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine products covered by an allowance promptly on delivery for damage or defects.

Return damaged or defective products to manufacturer for replacement.

3.2 PREPARATION

A. Coordinate materials and their installation for each allowance with related materials and installations to ensure that each allowance item is completely integrated and interfaced with related work.

3.3 SCHEDULE OF ALLOWANCES

A. Allowance No. 1: Provisionary Allowance: Include the sum of $50,000.00 for project related additions, as outlined in the contract.

B. Allowance No. 2: Utility Lump Sum Allowance: Include the sum of $25,000.00 for project related utility costs including costs related to DTE service connection.

1. Allowance shall be used exclusively for costs from utility company to provide new service to building.

C. Allowance No. 3: Trash Compactor Lump Sum Allowance: Include the sum of $25,000.00 for Owner costs related to relocation of existing trash compactor equipment.

ALLOWANCES 012100 - 4

1. Allowance shall be used exclusively for costs from Owner’s separate contractor for disconnecting, moving and reconnection of existing trash compactor equipment.

D. Allowance No. 4: Fuel Dispensing System Lump Sum Allowance: Include the sum of $25,000.00 for Owner costs related to existing and new fuel dispensing systems.

1. Allowance shall be used exclusively for costs from Owner’s separate contractor for fuel dispensing equipment and systems, including fuel storage tanks, pumps, gauges, and underground electrical service from building to tank location.

E. Allowance No. 5: Permit Fee Lump Sum Allowance: Include the sum of $1,000.00 for project permit fees.

F. Allowance No. 6: Testing and Inspections Allowance: Include the sum of $5,000.00 for testing and inspection services to be provided by Owner.

G. Allowance No. 7: Excavation Quantity Allowance: Include in Base Bid amount a quantity of unsuitable soil excavation, removal, and disposal sufficient to meet the design intent on Drawings.

1. Coordinate quantity allowance adjustment with unit-price requirements in Section

012200 “Unit Prices”.

H. Allowance No. 8: Engineered Fill Quantity Allowance: Include in Base Bid amount a quantity of engineered fill sufficient to meet the design intent on Drawings.

1. Coordinate quantity allowance adjustment with unit-price requirements in Section

012200 “Unit Prices”.

I. Allowance No. 9: Chain Link Fencing Quantity Allowance: Provide a total quantity of 80 ln.

ft. of chain link fencing as indicated on Drawings.

1. Coordinate quantity allowance adjustment with unit-price requirements in Section

012200 “Unit Prices”.

END OF SECTION 012100

UNIT PRICES 012200 - 1

SECTION 012200 - UNIT PRICES

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative and procedural requirements for unit prices.

B. Related Requirements:

1. Section 012100 "Allowances" for procedures for using unit prices to adjust allowances.

1.2 DEFINITIONS

A. Unit price is an amount incorporated into the Agreement, applicable during the duration of the Work as a price per unit of measurement for materials, equipment, or services, or a portion of the Work, added to or deducted from the Contract Sum by appropriate modification, if the scope of Work or estimated quantities of Work required by the Contract Documents are increased or decreased.

1.3 PROCEDURES

A. Unit prices include all necessary material, plus cost for delivery, installation, insurance, applicable taxes, overhead, and profit.

B. Measurement and Payment: See individual Specification Sections for work that requires establishment of unit prices. Methods of measurement and payment for unit prices are specified in those Sections.

C. Owner reserves the right to reject Contractor's measurement of work-in-place that involves use of established unit prices and to have this work measured, at Owner's expense, by an…