Net River Dam Modernization Addendum 1.pdf

DTMB-0414 (Rev 6/25)

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND

BUDGET

State Facilities Administration Design & Construction Division

CONSTRUCTION BID ADDENDUM NO. 1

This form identifies an Addendum to Bidding Documents, and incorporates interpretations or clarifications, modifications, acceptance of proposed “or equal” materials, and other information into the Bidding Documents. Addenda will be numbered by the Professional and distributed through www.michigan.gov/SIGMAVSS as an attachment.

TO:

ALL BIDDERS

DATE ISSUED

2/17/2026

PROJECT NAME

Net River Dam Modernization and Restoration Net River Dam Rd Baraga County, MI

FILE NUMBER

751/23128. TAP

PROFESSIONAL

GEI Consultants of Michigan, P.C.

PROJECT DIRECTOR

Thomas Pawlowski

BID OPENING DATE:

3/4/2026

ADDENDUM ITEMS: 1. Prebid Meeting Attendance Record

2. Question Responses

3. Revised Project Documents

All Bidders submitting a Bid on the above Contract shall carefully read this Addendum and give it consideration in the preparation of their Bid.

Contractor shall list all addenda on the Bid Form to ensure conformity in the bid.

Drawings, Specifications and/or Proposals are herein amended, expanded and/or modified, as hereinafter described, and become a part of the Contract Documents with same force and affect as if incorporated, therein, originally. Any contrary provisions contained, or referred to, in Drawings and/or Specifications, shall remain applicable unless overridden by this Addendum. Revised or contrary provisions herein shall not affect any other part of Contract Documents and any deletions, additions, substitutions and/or revisions mentioned, shall include all labor, materials, methods, modifications, etc. required for complete performance of the work.

The following are revisions to the Bidding and Contract Requirements:

GENERAL:

1. Prebid Meeting Attendance Record

2. Questions List

DRAWINGS:

1. S-7.0: Updated Epoxy Dowel Callout

PROJECT MANUAL:

1. 00700-19: Updated to Include 7.14.2. Federal Prevailing Wages.

2. Section 02320: Updated Backfill Specifications.

3. Appendix III: Updated Appendix III to Include Federal Prevailing Wage Rate Schedules and Federal Provisions Addendum.

ADDITIONAL KEY INFORMATION:

1. N/A

Bidder shall acknowledge receipt of this Addendum at the bottom of the Bid Summary form to be submitted as part of the greater bid.

ACKNOWLEDGEMENT: This Addendum must be acknowledged by the Bidder in the space provided in the Bid Summary and Bid Form. Failing to acknowledge Addenda may be cause for the Bid to be rejected. Addenda will become part of the Contract Documents.

PROFESSIONAL: DATE: 2/17/2026

APPROVED BY:

PROJECT DIRECTOR: DATE: Tom Pawlowski 2/17/2026

DTMB-0441 (R 19.02)

MEETING ATTENDANCE RECORD

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

State Facilities Administration

Design and Construction Division PROJECT DESCRIPTION/LOCATION Net River Dam Modernization and Restoration

Net River Dam Rd

Baraga County, MI

DATE

2026-02-13

TIME

1:00 PM

FILE NUMBER

751/23128.TAP

CONTRACT NUMBER

MEETING PLACE

Virtual (via MS Teams) Meeting

PLEASE PRINT YOUR NAME

FIRM YOU REPRESENT

EMAIL ADDRESS

TELEPHONE NUMBER

Pete Ryynanen

MJ VanDamme, Inc.

pete.ryynanen@mjvandammeinc.com

(906) 346-2641

Tom Bergquist

Snow County Contracting, Inc.

tom-b@snowcountryhomes.com

(906) 932-1411

Andrew Beydoun

Coastal Construction Group andrew@powerconstructiongroup.net

(231) 268-3809

Tracy Isard

Power Construction Group tim@powerconstructiongroup.net

(231) 268-3809

Trevor Wantaja

MJO Contracting, Inc twantaja@mjocontracting.com

(906) 482-8965

Mark Saari

LJJ Construction mark@ljjconstruction.com

(906) 523-5441

Dan Robillard

MD Contracting mdcontracting@gmail.com

Dale LaMarche

Industrial Maintenance Services, LLC dlamarche@imscontracting.com

(906) 789-9021

John Daavettila

Smith Construction johnd@smith49855.net

(906) 235-2097

John Coponen

Coponen Concrete coponenconcrete@gmail.com

Dan Saari

A. Lindberg & Sons, Inc.

dsaari@lindberginc.com

(906) 486-4459

Ted Nelson

Coastal Construction Group tedn@coastalconstruction.group

(231) 357-5208

Steve Hebert

Hebert Construction Co.

pm@hebertconstructionco.com

(906) 265-5157

Brett Hebert

Drew Hebert

Tom Warvell

MSI Marine Solutions twarvell@msimarinesolutions.com

(859) 260-1055

Chris Schumann

Champagne & Marx Excavating, Inc. chris@champagnemarx.com

(989) 755-8971

Griffin Higgins

Morgan Contracting, Inc. estimating@morgan1.com

(865) 249-8640

Dave Balogh Taplin Holdings DaveBalogh@taplinholdings.com (313) 695-1047

(906) 353-7228

Art Carver

DTMB-0441 (R 19.02)

MEETING ATTENDANCE RECORD

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

State Facilities Administration

Design and Construction Division PROJECT DESCRIPTION/LOCATION Net River Dam Modernization and Restoration

Net River Dam Rd

Baraga County, MI

DATE

2026-02-13

TIME

1:00 PM

FILE NUMBER

751/23128.TAP

CONTRACT NUMBER

MEETING PLACE

Virtual (via MS Teams) Meeting

PLEASE PRINT YOUR NAME

FIRM YOU REPRESENT

EMAIL ADDRESS

TELEPHONE NUMBER

George Simonson

MJO Contracting, Inc gsimonson@mjocontracting.com

ATTACHMENT 2 TO ADDENDUM NO. 1

NET RIVER DAM MODERNIZATION AND RESTORATION PROJECT DTMB FILE NO. 751/23128. TAB

SUMMARY

This Attachment 2 to Addendum No. 1 provides all bidders with responses to questions received. The questions in the following table have been received and answered by the Engineer:

Net River Dam Modernization and Restoration Project - Addendum #1 Question Responses

ITEM DOCUMENT SECTION QUESTION RESPONSE

Column1 Column12 Column13 Column2 Column3

0001 DRAWINGS SHEET S-8.0 What finish is required for the barrier gate, including coating system and specified color?

Refer to Section 09900, Paragraph 2.05 - Service Condition D, use the specified above‑water coating system. The required finish color shall be Safety Yellow.

0002 DRAWINGS SHEET S-7.0 What are the diameter and spacing requirements for the epoxy dowels in the apron?

Provide #5 epoxy-anchored dowels at 12 inches O.C., with a minimum embedment of 12 inches as noted on Drawings. This spacing is intended to match the reinforcing pattern of the adjacent apron reinforcement.

Page 1 of 1 2/16/2026

NET RIVER DAM MODERNIZATION AND RESTORATION PROJECT DTMB FILE NO. 751/23128. TAB

END ATTACHMENT 2

STRUCTURAL FILL

1'-0"

1' -0

8'-0" 1'-0"

12" MIN

CIP CONCRETE

APRON

PRECAST WING WALL

PRECAST BOX

CULVERT (BEHIND)

BOX CULVERT

HEADWALL (BEHIND)

'-0

TYPICAL GUARDRAIL

3' -6

M

IN

WATERSTOP

FILTER SAND, 12" MIN

7' -6

'-0

1' -0

2.5H 1V

3' -6

M

IN

6'-0"

11'-2"

TYPICAL GUARDRAIL

S-7.0

13'-11 1/2"

8'-7 5/8"

32'-1 1/2"

'-1

/2

PRECAST

WING WALLS

PRECAST BOX CULVERT

CIP CONCRETE

APRON

STEEL PLATE

CONNECTORS, TYP

BOX CULVERT HEADWALL

PRECAST BOX CULVERT

FILTER SAND,

12" MIN

EPOXY DOWEL, #5 BAR 12" O.C.,

12" EMBED MIN, EW

#5 BAR 12" O.C., EW 12" CIP CONCRETE APRON

4' -0

" M

IN3" CLR, MIN, TYP

HEADWALL

WATERSTOP

TYPICAL GUARDRAIL

3' -6

M

IN

RIPRAP

1' -0

POST CONNECTION

SEE TYPICAL DETAIL

6'-0", MAX POST SPACING

3' -6

M

IN

TOP RAIL

POST

1' -9

BOTTOM RAIL

NOTES:

1. MEMBER SIZES SHALL BE 1 1/2" STD PIPE OR ROUND HSS 1.900x0.145.

2. RETURN TOP RAIL TO BOTTOM RAIL AT ALL OPEN ENDS.

3. PROVIDE MOVEMENT SPLICE FOR CONTINUOUS GUARD RAILS AT 20' OC, MINIMUM.

TYP.

6" , M

IN

EDGE OF CONCRETE

POST INSTALLED 1/2"

A36 GALV THREADED

ROD, EPOXY WITH

HILTI HIT HY-200

3" 3"

1" 1"6" 8"

1/

2"

1/ 2"

5"X

NOTES:

1. SLAB OR WALL REINFORCING NOT SHOWN.

SECTION X

4"

5/16

TYP.

3"

3"

WATERSTOP NOTES:

1. RETROFIT-TYPE WITH CENTER BULB SHALL BE GREENSTREAK

655 OR APPROVED EQUAL. MINIMUM 6" WIDE, 3/8" THICK.

2. WATERSTOPS SHALL BE USED WHERE NEW CONCRETE IS

PLACED AGAINST EXISTING CONCRETE.

3/ 8"

OUTLET SECTIONS AND

DETAILS

SHEET NO.

DWG. NO.

S-7.0

R O

U

SS

EA

U

, S

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N C

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B

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\M D

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R iv er D am M od er ni za tio n an d

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\D es ig n\ W or ki ng \S

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MICHIGAN

DEPARTMENT OF

TECHNOLOGY,

MANAGEMENT AND

BUDGET

NET RIVER DAM

MODERNIZATION AND

RESTORATION PROJECTGEI CONSULTANTS OF MICHIGAN, P.C.

109 W. BARAGA AVENUE

MARQUETTE, MI 49855

(906)451-4021

Consultants

NO DATE ISSUE/REVISION APP

A 2/2/2024 50% DESIGN DRAWINGS GLK

B 5/10/2024 90% DESIGN DRAWINGS GLK

C 6/28/2024 100% DESIGN DRAWINGS GLK

D 1/30/2025 ISSUE FOR BID KAR

E 2/16/2026 ADDENDUM 1 KAR

NOT FOR CONSTRUCTION

BARAGA COUNTY, MI

SHEET NAME

If this scale bar does not measure 1" then drawing is not original scale.

Attention:

0 1"

Designed:

Checked:

Drawn:

P.E. No:

GEI Project

JEP

KAR

JFR

Approved: KAR

6201061378

2304013

OUTLET

PLAN

NO SCALEOUTLET

PROFILEB

S-7.0NO SCALEWING WALL TO APRON

SECTIONA

S-7.0 NO SCALEOUTLET

SECTIONC

S-7.0

C S-7.0

A S-7.0

B S-7.0

NO SCALEGUARDRAIL

TYPICAL DETAIL1

C-3.0 NO SCALEGUARDRAIL POST CONNECTION

TYPICAL DETAIL2

S-7.0

NO SCALERETROFIT WATERSTOP

TYPICAL DETAIL3

S-7.0 file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt 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STATE OF MICHIGAN (OWNER AND CONTRACTOR) GENERAL CONDITIONS

MICHSPEC DTMB 00700 18 (R 11/25)

*7.12.3. If, after a hearing held pursuant to its rules, the Michigan Civil Rights Commission finds that the Contractor has not complied with the nondiscrimination requirements of the Contract Documents, the Michigan Civil Rights Commission may, as part of its order, certify said findings to the Board. Upon receipt of certification, the Board may order the cancellation of the Contract and/or declare the Contractor ineligible for future contracts with the State, until the Contractor complies with said order of the Michigan Civil Rights Commission.

*7.13 Michigan Residency for Employees:

*7.13.1. Fifty percent (50%) of the persons employed on the Work by the Contractor shall have been residents of the State of Michigan for not less than one year before beginning employment on the Work. This residency requirement may be reduced or omitted in writing, at the sole discretion of the Owner, to the extent that Michigan residents are not available or to the extent necessary to comply with federal Law concerning federal funds used for the Project. A breach of this requirement shall be considered a material breach of the Contract.

*7.13.2. This residency requirement shall not apply to the Contractor or to any Subcontractor if the Contractor or any such Subcontractor is signatory to collective bargaining agreements which allow for the portability of employees on an interstate basis (The Management and Budget Act, 1984 PA 431, as amended, MCL 18.1241a).

*7.14 Prevailing Wages:

*7.14.1. To the extent applicable, Contractor will comply with federal and state prevailing wage requirements. The wage and classification schedules applicable for this project/location are included in Appendix III.

*7.14.2. Federal Prevailing Wages - If a project is funded in whole or in part by federal dollars, the Contractor and all Subcontractors must comply with the most recent version of Federal Provisions Addendum and all Laws pertaining to occupational classifications and prevailing wage requirements as follows:

1. FEDERAL PROVISIONS ADDENDUM

a. The most current version of Federal Provisions Addendum shall apply to this contract and is included in Appendix III.

2. DAVIS BACON ACT WAGE AND CLASSIFICATIONS

a. If applicable, the Contractor (and its Subcontractors) for prime construction contracts in excess of $2,000 must comply with the Davis-Bacon Act (40 USC 3141-3148) as supplemented by Department of Labor regulations (29 CFR Part 5, “Labor Standards Provisions Applicable to Contracts Covering Federally Financed and Assisted Construction”).

b. The Contractor (and its Subcontractors) shall pay all mechanics and laborers employed directly on the site of the work, unconditionally and at least once a week, and without subsequent deduction or rebate on any account, the full amounts accrued at time of payment, computed at wage rates not less than those stated in the advertised specifications, regardless of any contractual relationship which may be alleged to exist between the Contractor or subcontractor and the laborers and mechanics.

c. The Contractor will post the scale of wages to be paid in a prominent and easily accessible place at the site of the work

STATE OF MICHIGAN (OWNER AND CONTRACTOR) GENERAL CONDITIONS

MICHSPEC DTMB 00700 19 (R 11/25)

d. There may be withheld from the Contractor so much of accrued payments as the contracting officer considers necessary to pay to laborers and mechanics employed by the Contractor or any Subcontractor on the work the difference between the rates of wages required by the Contract to be paid laborers and mechanics on the work and the rates of wages received by the laborers and mechanics and not refunded to the Contractor or Subcontractors or their agents.

e. The Contractor shall maintain payrolls and basic records relating thereto for a period of three (3) years after the project;

contractor shall submit Certified Payroll Reports using US Department of Labor Wage and Hour Division Form WH-347 for each weekly payroll to support and document compliance with the Davis Bacon Wage rates.

f. Davis Bacon wage and classification schedules applicable for this project/location are included in Appendix III.

7.14.3. State Prevailing Wages - The following provisions apply when 2023 PA 10, as amended, MCL 408.1101 et seq. applies.

7.14.3.1. Prevailing Wage and Fringe Benefits--The rates of wages and fringe benefits to be paid to each class of Construction Mechanic by Contractor and Subcontractors must not be less than the wage and fringe benefit rates prevailing in the locality in which the work is performed.

7.14.3.2 Nondiscrimination, Nonretaliation- Contractor or a Subcontractor shall not discharge, discipline, retaliate against, or otherwise discriminate against a Construction Mechanic, or threaten to do any of these things, because the Construction Mechanic reported or was about to report a violation or suspected violation of the act.

7.14.3.3. Construction Mechanics under this Contract are intended beneficiaries of the contractual prevailing wage, fringe benefit, and nondiscrimination nonretaliation requirements of the Contract. Any such Construction Mechanic aggrieved by failure of a contractor or subcontractor to pay prevailing wages or benefits as specified in the Contract, or by violation of section 7 of 2023 PA 10, in addition to any other remedies provided by law, may bring an action in a court of competent jurisdiction against such contractor or subcontractor for damages or injunctive relief and may be awarded reinstatement or other appropriate relief, and all damages sustained, together with actual costs and attorney fees at trial and on appeal.

7.14.3.4. Contractor and Subcontractors shall keep posted on the construction site, in a conspicuous place, a copy of all prevailing wage and fringe benefit rates prescribed in this Contract and shall keep an accurate record showing the name and occupation of and the actual wages and benefits paid to each Construction Mechanic employed by it in connection with the Contract. This record shall be available for reasonable inspection by the State.

7.14.3.5 Contractor must immediately notify the Owner if Contractor’s state project registration or a Subcontractor’s state project registration is no longer valid (i.e. suspended, revoked or not renewed) at any time during the term of the Contract.

7.14.3.6. Contractor is to submit certified payrolls, including contractor and subcontractor, not later than 10-days after the end of a pay period to the Department of Labor and Economic Opportunity database via the internet through the Online Certified Payroll Submission process the Contractor signed up for to receive their State Project Registration, 2023 PA 10 as amended, MCL 408.1122. State certified payroll is not to be submitted to DTMB at any time.

SECTION 00800 SUPPLEMENTARY CONDITIONS

PROFESSIONAL - GEI

WORK - Net River Dam Modernization and Restoration

FILE No. 751/23128.TAP

The provisions of this Section 00800 Supplementary Conditions amend or supplement Section 00700 General Conditions and those other provisions of the Contract Documents, as indicated below. All other provisions of the Contract Documents that are not so amended or supplemented remain in full force and effect.

7.14.4 Build America, Buy America (BABA) Act compliance is required for this project. See Appendix III.

END OF SECTION 00800

Thomas Pawlowski Pencil

Thomas Pawlowski Pencil

Backfill Michigan Department of Natural Resources – Net River Dam Modernization and Restoration

GEI Project No. 2304013 1 Section 02320

SECTION 02320

BACKFILL

PART 1 GENERAL

1.01 WORK INCLUDES

A. This Specification provides the requirements necessary for the complete placement and compaction of the aggregate subbase, embankment fill, bedding stone, and miscellaneous backfill.

1.02 RELATED SECTIONS

A. Section 02200 – Site Preparation and Restoration

B. Section 02315 – Excavation

C. Section 02335 – Subgrade Preparation

D. Section 02380 - Riprap

1.03 REFERENCES

1. ASTM International (ASTM):

a. ASTM C136 – Sieve Analysis of Fine and Coarse Aggregates.

b. ASTM D1557 – Moisture-Density Relations of Soils and Soil-Aggregate Mixture Using 10 lb. (4.54 kg) Rammer and 18-inch (457 mm) Drop.

c. ASTM D2922 – Density of Soil Aggregate in Place by Nuclear Methods (Shallow Depth).

2. Latest revision of the Michigan Department of Transportation (MDOT) Standard Specifications for Construction.

1.04 SUBMITTALS

A. Quality Control Submittals and Test Reports:

1. Sieve Analysis Reports for all fill materials, subbase, and aggregate materials.

2. Nuclear Density Testing Reports for each lift of material placed.

B. Imported materials:

1. Contractor shall submit samples of each material to the engineer before delivery to the site. Sample should be delivered to GEI Marquette Laboratory in 5-gallon pail or soil bag with equivalent volume. The Contractor shall label each material sample as follows:

a. Material Source

b. Proposed Use

c. Date Sampled

2. Engineer shall be given a minimum of 5 days to test and review each material before the material is delivered to the site. Any materials delivered to the site and rendered unsuitable shall be removed at no cost to the Owner.

GEI Project No. 2304013 2 Section 02320

1.05 QUALITY

A. Prior to placement of any aggregate, Contractor shall supply sieve analysis test results for each material type to be incorporated into the Work. A minimum of two samples shall be analyzed and test results submitted to the Engineer for verification of conformance to the Specifications.

B. If at any time during the performance of the Work, Contractor changes sources for fill materials, the Contractor shall be required to supply two (2) additional soil samples for each type of material and shall bear the cost associated with the additional material testing. Test results will need approval from the Engineer prior to incorporating materials into the Work.

C. The Engineer shall have the discretion to order additional testing of the fill materials if the materials are of inconsistent quality.

PART 2 PRODUCTS

2.01 FILL MATERIALS

A. Bedding Stone/Armor Stone:

1. Shall meet the gradation requirements of MDOT 4AA Coarse Aggregate (2012 Specifications).

U.S. Standard Sieve Size

Percent Passing (By Dry Weight)

2-1/2" 100

2” 90-100

1-1/2” 40-60

3/4” 0-12

No. 200 0 ≤ 2.0

2. Bedding stone composed of 95% crushed particles shall be composed of hard, durable, uncoated fragments of consistent quality throughout produced from bedrock formations or boulders.

3. Uncrushed material shall be composed of naturally formed, hard, durable, uncoated particles of consistent quality produced from gravel formations.

4. Submittal requirement: two representative samples a minimum of 50 pounds each, 10 working days prior to placement. Include material source information.

B. Embankment Fill:

1. Embankment Fill shall consist of granular material containing 15 to 30 percent passing the number 200 sieve and shall meet a USCS soil classification of SW- SM, SP-SM, SM or SC. The intent of this Specification is to allow for re-use of existing granular soils from the project site and allow for import material of similar composition to the existing soils.

2. Embankment fill shall be free of topsoil, organic materials, debris, frozen soil and cobbles or boulders greater than 6 inches in diameter.

GEI Project No. 2304013 3 Section 02320

C. Structural Fill:

1. Material for structural fill material shall comply with the gradation requirements of MDOT Class II Granular Material.

U.S. Standard Sieve Size

Percent Passing (By Dry Weight)

3" 100

1” 60-100

No. 4 50-100

No. 100 0-30

No. 200 0-7.0

2. The structural fill composed of crushed particles shall be composed of hard, durable, uncoated, non-carbonate fragments of consistent quality throughout produced from bedrock formations or boulders.

3. Uncrushed material shall be composed of naturally formed, hard, durable, uncoated particles of consistent quality produced from sand formations.

4. Submittal requirement: Two representative samples a minimum of 50 pounds each, 10 working days prior to placement. Include material source information.

D. Filter Sand:

1. Material for sand filter material shall comply with the gradation requirements of MDOT 2NS with a uniformity coefficient not greater than 6. A minimum of two

(2) samples shall be provided to the Engineer for verification of conformance to the specifications. If at any time during the performance of the work, Contractor changes sources for filter sand materials, the Contractor shall provide two (2) additional samples to the Engineer prior to incorporating filter sand into the work.

U.S. Standard Sieve Size

Percent Passing (By Dry Weight)

3/8" 100

No. 4 95-100

No. 8 65-95

No. 16 35-75

No. 30 20-55

No. 50 10-30

No. 100 0-10

No. 200 0-3.0

2. The filter sand composed of crushed particles shall be composed of hard, durable, uncoated, non-carbonate fragments of consistent quality throughout produced from bedrock formations or boulders.

GEI Project No. 2304013 4 Section 02320

3. Uncrushed material shall be composed of naturally formed, hard, durable, uncoated particles of consistent quality produced from sand formations.

4. Submittal requirement: Two representative samples a minimum of 50 pounds each, 10 working days prior to placement. Include material source information.

E. Filter Gravel:

1. Material for gravel filter material shall comply to MDOT Standard Gradation 29A with the following gradation and a uniformity coefficient not greater than 6.

U.S. Standard Sieve Size

Percent Passing (By Dry Weight)

1/2" 100

3/8" 90-100

No. 4 10-30

No. 8 0-10

No. 200 0 ≤ 3.0

2. Filter gravel composed of 95% crushed particles shall be composed of hard, bedrock formations or boulders.

3. Uncrushed material shall be composed of naturally formed, hard, durable, uncoated particles of consistent quality produced from gravel formations.

4. Submittal requirement: two representative samples a minimum of 50 pounds each, 10 working days prior to placement. Include material source information.

F. Clay Fill:

1. The Clay Fill material shall be a silty clay with plasticity indices ranging between 10 and 20 and is classified as CL according to the unified soil classification system (USCS).

2. Clay fill shall be free of debris, frozen soil and cobbles or boulders greater than 3 inches in diameter.

3. Grain Size: P200 content 50% by weight or greater.

4. Liquid Limit: An average of 25 or greater with no value less than 20.

5. Submittal Requirements: Prior to placement of any fill, Contractor shall submit supply location and Atterberg limit analysis of the clay soil for approval by the Engineer.

G. Road Gravel:

1. Material for road gravel material shall comply to MDOT Standard Gradation 23A with the following gradation.

GEI Project No. 2304013 5 Section 02320

U.S. Standard Sieve Size

Percent Passing (By Dry Weight)

1" 100

3/8" 60-85

No. 8 25-60

No. 200 9-16

2. Road gravel composed of 95% crushed particles shall be composed of hard, bedrock formations or boulders.

3. Uncrushed material shall be composed of naturally formed, hard, durable, uncoated particles of consistent quality produced from gravel formations.

4. Submittal requirement: two representative samples a minimum of 50 pounds each, 10 working days prior to placement. Include material source information.

H. Subbase Aggregate:

1. Material for subbase aggregate material shall comply to MDOT Standard Gradation 6A with the following gradation.

U.S. Standard Sieve Size

Percent Passing (By Dry Weight)

1-1/2" 100

1” 95-100

1/2" 30-60

No. 4 0-8

No. 200 ≤ 1.0

2. Aggregate composed of 95% crushed particles shall be composed of hard, bedrock formations or boulders.

3. Uncrushed material shall be composed of naturally formed, hard, durable, uncoated particles of consistent quality produced from gravel formations.

4. Submittal requirement: two representative samples a minimum of 50 pounds each, 10 working days prior to placement. Include material source information.

2.02 WATER FOR MOISTURE CONDITIONING

A. Free of hazardous or toxic contaminants deleterious to proper compaction.

2.03 MOISTURE CONDITIONING AND COMPACTION EQUIPMENT

A. Dedicated compaction equipment of suitable type, capable of achieving the specified requirements, and which provides a satisfactory uniform, homogeneous fill.

B. Hauling or placement equipment shall not be considered compaction equipment except under special circumstances as specified below.

C. Hand-operated Equipment:

GEI Project No. 2304013 6 Section 02320

1. For use in confined areas not accessible to regular compaction equipment or where regular compaction equipment might damage structures or piping.

2. Subject to the approval of the Engineer.

D. Vibratory Plate Compactor (granular materials adjacent to structures and piping, and in tight, restricted areas):

1. Minimum static weight of 270 pounds.

2. Minimum dynamic force of 1,000 pounds.

E. Sheepsfoot Roller Compactor (clay fill materials)

F. Testing of Materials:

1. The Contractor shall be responsible for the following Quality Control material testing:

a. Moisture Conditioning

b. Compaction / Density Testing

G. Moisture Conditioning

1. Test Procedures: Fill and backfill shall be tested according to D2216 – Laboratory Determination of Water (Moisture) Content of Soil Rock, and Soil- Aggregate Mixtures, and D4959 – Test Method for Determination of Water Content (Moisture) by Direct Heating Method

2. Frequency: Perform moisture conditioning prior to placement. Maintain moisture content of delivered materials and compact materials in the lift.

3. Acceptance Criteria: Maintain moisture conditions of the fill surface during nights, weekends, holidays, and other periods of temporary work stoppage.

4. Water for moisture conditioning shall be free of hazardous or toxic contaminates, or contaminants deleterious to proper compaction.

H. Compaction / Density Testing:

1. Test Procedures: Fill and backfill shall be tested according to D3017 – Standard Test Method for In-Place Density and Water Content of Soil and Soil-Aggregate by Nuclear Methods, and ASTM D1557 – Test Method for Laboratory Compaction Characteristics of Soil Using Modified Effort

2. Frequency: Perform density testing minimum once per 1000 sqft per 12-inch lift for each material. Increase frequency to one test every 250 sqft per lift in areas where hand operated compaction equipment is used.

3. Acceptance Criteria

a. Defined as % of modified proctor as determined by ASTM D1557:

1) Embankment Fill: 95%

2) Structural Fill: 95%

3) Clay Fill: 92%

4) Road Gravel: 95%

GEI Project No. 2304013 7 Section 02320

b. Defined as having a firm, regular, well compacted surface accepted by Engineer:

1) Bedding Stone/Armor Stone

2) Filter Sand

3) Filter Gravel

4) Subbase Aggregate

PART 3 EXECUTION

3.01 PREPARATION

A. Comply with requirements stated within Section 02335 – Subgrade Preparation.

B. Verify areas to be backfilled are free of irregularities, ruts, washouts, debris, snow, ice, or water, and ground surfaces are not frozen.

C. Compact subgrade to density requirements for subsequent backfill material.

D. Cut out soft areas of subgrade not capable of in situ compaction. Backfill with embankment fill and compact to density equal to or greater than requirements for subsequent backfill material.

1. Shall unsuitable soils be encountered, test pits may be required in accordance with Section 02320 – Excavation, and as directed by the Engineer.

E. Prior to placement of backfill, compact subsoil to 95 percent of its maximum dry density as determined by the modified proctor method (ASTM D1557– Moisture-Density Relations of Soils and Soil-Aggregate Mixture Using 10 lb. (4.54 kg) Rammer and 18-inch (457 mm) Drop).

3.02 BACKFILLING

A. Backfill areas to contours and elevations. Use unfrozen materials.

B. Use existing excavated material for all areas to be landscaped (seed or sod).

C. Systematically backfill to allow maximum time for natural settlement. Do not backfill over porous, wet, frozen or spongy subgrade surfaces.

D. Place fill material in uniform and horizontal layers.

E. Unless otherwise noted in the Contract Documents or directed otherwise, all fill material shall be placed and compacted. Place and compact materials in continuous layers not exceeding 12 inches loose depth to a minimum of 95% of the Modified Proctor as determined by ASTM D1557.

F. Employ a placement method so not to disturb or damage foundations, walls, and utilities.

G. Maintain optimum moisture content of backfill materials to attain required compaction density.

H. Backfill against supported foundation walls. Do not backfill against unsupported foundation walls.

I. Make grade changes gradual. Blend slopes into level areas.

GEI Project No. 2304013 8 Section 02320

J. Remove surplus backfill materials from within grading limits. Stockpile surplus material in an Owner approved location onsite, easily accessible for future use.

K. Conduct of Work: Maintain and protect the fill in a satisfactory condition at all times until final completion and acceptance of all work under the contract. If in the opinion of the Engineer, the embankment material is unsuitable after being placed and before final acceptance of the work; the material shall be replaced in a satisfactory manner at no additional cost to the owner. The Contractor may be required to remove, without additional payment, any earthwork material placed outside the design lines.

L. Stockpiling of materials: Materials delivered to the site shall be stockpiled in the designated construction limits unit its use is required. No payment will be made for such stockpiling, protection or for the reloading and hauling of this material to its final position in the embankment. Stockpile different materials such as embankment fill, filter sand, etc. in separate piles without intermixing. Place, grade, and shape stockpiled material to drain surface water from stockpiles. Stockpile soil materials away from edge of excavations.

M. Filter Sand:

1. Filter sand shall be placed as shown on the drawings, directly against the compacted subgrade soil, adjacent to where the filter gravel is to be placed.

2. The Contractor shall take every precaution to prevent the entrance of soil and sediments into the filter sand bed during construction. Storm water runoff and sedimentation controls shall be provided.

N. Filter Gravel:

1. Filter gravel shall be placed over filter sand or geotextile to the extents show on the drawings.

2. The Contractor shall take every precaution to prevent the entrance of soil and sediments into the filter gravel during construction. Storm water runoff and sedimentation controls shall be used to protect the filter.

O. Clay Fill:

1. Clay fill shall be placed within embankment fill trench to the extents shown on the drawings.

2. The Contractor shall take every precaution to prevent the entrance of soil and sediments into the clay fill during construction. Storm water runoff and sedimentation controls shall be used to protect the filter.

3. Clay material will be placed and graded in such a manner that the material will be free of lenses, pockets, streaks, or lifts. Materials differing substantially in texture or gradation from previously placed clay materials shall be removed.

Disk clay prior to compaction if necessary to result in soil clod size smaller than 4-inches.

4. Place lifts of clay to form continuous monolithic material. Remove excessively dry or wet soil before placement of additional lifts. Combine each lift into previously placed lift with sheepsfoot roller or similar equipment to eliminate segregation of lifts. Prewetting of the previous lift may be needed if excessive drying between lift placement has occurred in the opinion of the Engineer and/or his onsite representative and demonstrated by moisture content field checks.

GEI Project No. 2304013 9 Section 02320

5. Place clay in lifts of 7-8 inches maximum.

6. Clay soils shall be placed at -2% to +3% of the optimum moisture content determined using ASTM D1557, modified proctor method.

P. Subbase Aggregate:

1. Subbase aggregate shall be placed over geotextile to the extents shown on the drawings.

Q. Bedding Stone/Armor Stone:

1. Bedding and Armor stone shall be placed over geotextile to the extents shown on the drawings.

3.03 FIELD QUALITY CONTROL

A. Quality Control compaction tests will be made by the Engineer.

B. The Contractor shall cooperate with the Engineer to obtain appropriate tests as directed by the Engineer.

C. The Contractor shall provide all labor and equipment as necessary to excavate holes for compaction testing if necessary.

D. The Contractor shall schedule their work activities to provide adequate time for the Engineer to perform compaction testing without interference.

E. Compaction testing shall be performed by the nuclear method.

F. Maximum density shall be determined in accordance with the modified proctor method.

G. If tests indicate work does not meet specified requirements, remove work, replace, and retest at no cost to Owner.

3.04 PROTECTION OF FINISHED WORK

A. Protect finished work.

B. Recompact any fill used onsite.

C. Remaining stockpiles onsite shall be stabilized in accordance with Section 02200 – Site Preparation and Restoration.

END OF SECTION

STATE OF MICHIGAN (OWNER AND CONTRACTOR) APPENDIX III PREVAILING WAGE AND FEDERAL FUNDING

REQUIREMENTS

MICHSPEC DTMB Appendix III 00800 - 1 (R 11/25)

APPENDIX III

PREVAILING WAGE RATE SCHEDULES

AND FEDERAL PROVISIONS ADDENDUM

Remove and Replace Appendix III in its Entirety

"General Decision Number: MI20260045 01/02/2026

Superseded General Decision Number: MI20250045

State: Michigan

Construction Type: Heavy

Counties: Baraga, Houghton, Keweenaw, Luce, Mackinac, Menominee, Ontonagon and Schoolcraft Counties in Michigan.

Heavy, Includes Water, Sewer Lines and Excavation (Excludes

Hazardous Waste Removal; Coal, Oil, Gas, Duct and other similar

Pipeline Construction)

Modification Number Publication Date

0 01/02/2026

BRMI0006-002 05/01/2024

Rates Fringes

BRICKLAYER.......................$ 34.19 24.65

CARP1510-003 06/01/2025

ALL COUNTIES EXCEPT:

The portion of MENOMINEE south of County Road K at Amberg, Wisconsin, starting on the west at the Menominee River and ending on the east at the Bay of Green Bay

Rates Fringes

CARPENTER, Includes Form Work....$ 34.01 23.14

ELEC0158-009 06/04/2024

MENOMINEE COUNTY (Townships of Ingallston, Melon & Menominee)

Rates Fringes

ELECTRICIAN......................$ 40.25 29.75%+11.17

ELEC0219-012 06/01/2019

BARAGA, HOUGHTON, KEWEENAW AND ONTONAGON COUNTIES

Rates Fringes

ELECTRICIAN

Electrical contracts of

$180,000 or less............$ 31.75 21.73

Electrical contracts over

$180,000....................$ 33.94 21.80

ELEC0979-003 06/01/2019

MENOMINEE (Except the townships of Ingallston, Mellon &

Menominee) & SCHOOLCRAFT COUNTIES

Rates Fringes

ELECTRICIAN......................$ 33.43 21.78

ELEC1070-004 06/01/2016

LUCE & MACKINAC COUNTIES

Rates Fringes

ELECTRICIAN

Contracts $135,000 and under.......................$ 31.44 18.59

Contracts over $135,000.....$ 33.44 18.67

ENGI0325-021 09/01/2025

POWER EQUIPMENT OPERATORS: Underground Construction (Including

Sewer)

Rates Fringes

POWER EQUIPMENT OPERATOR

GROUP 1.....................$ 45.98 25.25

GROUP 2.....................$ 41.25 25.25

GROUP 3.....................$ 40.52 25.25

GROUP 4.....................$ 39.95 25.25

POWER EQUIPMENT OPERATOR CLASSIFICATIONS

GROUP 1: Backhoe/ Excavator, Boring Machine, Bulldozer, Crane, Scraper, Loader, Trencher (over 8 ft. digging capacity)

GROUP 2: Trencher (8-ft digging capacity and smaller)

GROUP 3: Boom Truck (non-swinging, non- powered type boom)

GROUP 4: Broom/ Sweeper, Fork Truck, Tractor

ENGI0326-006 05/01/2025

EXCLUDES UNDERGROUND CONSTRUCTION

Rates Fringes

OPERATOR: Power Equipment

Crane, main boom & jib

120' or longer..............$ 43.81 25.00

Crane, main boom & jib

140' or longer..............$ 44.63 25.00

Crane, main boom & jib

220' or longer..............$ 44.92 25.00

GROUP 1 -

Backhoe/Excavator;

Bulldozer; Crane;

Compactor; Scraper; Loader..$ 40.51 25.00

GROUP 2 - Boom truck (non-swing)......................$ 37.26 25.00

GROUP 3 - Oiler.............$ 35.86 12.50

FOOTNOTES: Premium rate: main boom and jib 300 feet or longer is $1.50 per hour above the 220 ft. boom and jib rate. Main boom and jib 400 feet or longer is $3.00 per hour above the

220 ft. boom and jib rate.

IRON0008-009 06/01/2025

Rates Fringes

IRONWORKER, REINFORCING AND

STRUCTURAL

Contracts $10,000,000 or greater.....................$ 41.05 33.67

Contracts less than

$10,000,000.................$ 41.05 33.67

Paid Holidays: New Year's Day, Memorial Day, July 4th, Labor

Day, Thanksgiving Day & Christmas Day.

LABO0334-002 09/01/2018

SCOPE OF WORK:

OPEN CUT CONSTRUCTION: Excavation of earth and sewer, utilities, and improvements, including underground piping/conduit (including inspection, cleaning, restoration, and relining)

Rates Fringes

LABORER

(1) Common or General.......$ 21.19 12.85

(2) Mason Tender-

Cement/Concrete.............$ 21.33 12.85

(4) Grade Checker...........$ 21.51 12.85

(5) Pipelayer...............$ 21.56 12.85

LABO1329-002 05/01/2025

EXCLUDES OPEN CUT CONSTRUCTION

Rates Fringes

LABORER

Common or General; Mason

Tender - Cement/Concrete....$ 32.74 13.45

Pipelayer...................$ 30.09 12.95

PLAS0016-035 04/01/2014

Rates Fringes

CEMENT MASON/CONCRETE FINISHER...$ 20.17 10.13

PLUM0111-009 05/27/2019

Rates Fringes

PLUMBER/PIPEFITTER...............$ 34.48 25.18

TEAM0007-010 06/01/2025

Rates Fringes

TRUCK DRIVER

Lowboy/Semi-Trailer Truck...$ 33.55 .75 + a+b

FOOTNOTE:

a. $470.70 per week.

b. $68.70 daily.

SUMI2010-043 11/09/2010

Rates Fringes

LABORER: Landscape..............$ 10.89 1.74

OPERATOR: Bobcat/Skid

Steer/Skid Loader................$ 12.98 6.12

OPERATOR: Grader/Blade..........$ 16.63 5.85

OPERATOR: Roller................$ 13.74 7.93

TRUCK DRIVER: Dump Truck........$ 12.63 1.25

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the

Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at https://www.dol.gov/agencies/whd/government-contracts.

Note: Executive Order 13658 generally applies to contracts subject to the Davis-Bacon Act that were awarded on or between

January 1, 2015 and January 29, 2022, and that have not been renewed or extended on or after January 30, 2022. Executive

Order 13658 does not apply to contracts subject only to the

Davis-Bacon Related Acts regardless of when they were awarded.

If a contract is subject to Executive Order 13658, the contractor must pay all covered workers at least $13.30 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in 2025. The applicable Executive Order minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under Executive Order 13658 is available at www.dol.gov/whd/govcontracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses

(29CFR 5.5 (a) (1) (iii)).

The body of each wage determination lists the classifications and wage rates that have been found to be prevailing for the type(s) of construction and geographic area covered by the wage determination.