CITY OF JACKSON

ENG 25-04C STREET TREE

PURCHASE & PLANTING

Bid Responses Due: WEDNESDAY, SEPTEMBER 30, 2026, BY 10:00 AM

CONTENTS

TREE PLANTING MAP

TREE PLANTING DETAIL

FUNDING AGENCY REQUIRMENTS

SPECIAL PROVISIONS

CITY OF JACKSON, MICHIGAN

161 W. Michigan Avenue Jackson, Michigan 49201

Ann Arbor Rd

Fa la he e

Rd

Ann Arbor Rd

S US 127

N US 127

4th St

E High StS W es t A ve

Cooper St

E Michigan Ave

1s t S t

N We st Av e

N Wi sn er

St

E Ganson St

W High St

S B ro wn S t

S E lm

Av e

N Elm

Av e

E I 94

W Morrell St

Page Ave

W Ganson St

S J ac ks on

St

W Franklin St

W Monroe St

E North St

La ns ing Av e

S Cooper St

S W isn er St

N Wa ter loo

Av e

W Michigan Ave

Wildwood Ave

Morrell St

S M art in Lu th er

Ki ng

S t

Kibb y R d

St ew ard Av e

E Washington Ave

Plymouth St

Gr een wo od

Av e

S G or ha m

St W Prospect St E Prospect St

Brooklyn Rd

Lo se y A ve

Hupp Ave

W Washington Ave

W Argyle St

W Trail St

Elmdale Dr

E South St

E Porter St

S M ec ha nic

St N

Me ch an ic

St

E Morrell St

S B lac ks ton e S t

W Louis Glick Hwy

E Franklin St

S East Ave

Randolph St

N Br ow n S t

N Ma rti n L uth er

K ing

S t

Griswold St

N Ho rto n S t

W North St

Daniel Rd

W North St W North St

STREET TREE PLANTINGS

BOUNDARY MAP

November 2025

0 0.25 0.5 Miles

S u m m i tS u m m i t n

Michigan

C ooper

Washington

Possible Tree Planting Locations (For Bidding Purposes Only, Subject to Change)

0 0.25 0.5

Miles

M:\Shared_GIS\Tree Removals 2025.aprx 5/26/2026

Large

Small

Medium

Mature Size

Tree Planting Detail Scale: No scale

Modified from Dr. Bonnie Appleton, Virginia Polytechnic Institute and State University Courtesy of Michigan Department of Natural Resources, Forest Management Division

Do not prune terminal leader or branch tips.

Prune away dead or broken branches only.

Remove nursery applied tree wrap, tape or string from tree trunk and crown. Remove and tags or labels.

Prune suckers off.

Set rootball level to grade or slightly above grade (1/2”) if in clay soil.

Mulch 2” – 3” deep leaving 3” circle of bare soil around trunk of tree.

Fold down or pull back string, burlap or plastic exposing rootball. Remove all non-degradable materials. Do not remove soil from rootball.

Break up (scarify) sides of planting hole.

Center rootball in planting hole. Leave bottom of planting hole firm. Do not amend soil unless planting in poor or severely disturbed soil or building rubble. Use water to settle soil and remove air pockets and firmly set tree. Gently tamp if needed.

Do not stake unless in heavy clay soil, windy conditions, 3” or greater diameter tree trunk or large crown. If staking is needed due to these conditions:

§ Stake with 2 x 2 hardwood stakes or approved equal driven 6”

– 8 “ outside of rootball.

§ Loosely stake tree trunk to allow for trunk flexing.

§ Stake trees just below first branch with 2” – 3” wide belt-like, nylon or plastic straps (2 per tree on opposite sides of tree, connect from tree to stake horizontally. Do not use rope or wire through a hose.)

§ Remove all staking materials after 1 year.

Width = 2-3x rootball

, and City of Jackson.

Jeff Crow Line

Jeff Crow Line

Jeff Crow Line

Jeff Crow Line

FA 1 of 2

FUNDING AGENCY REQUIREMENTS

The Contract awarded under this Invitation to Bid is funded by a grant from USDA. The successful bidder, and all subcontractors, must comply with USDA requirements including the Davis-Bacon Act. Due to the requirements of the USDA funding, the bidding contractor shall follow the Disadvantaged Business Enterprise (DBE) Requirements and maintain documents of the Good Faith Efforts (GFE).

FA 2 of 2

Davis-Bacon and Related Acts/Prevailing Federal Wages P.L. 111-88 requires compliance with the Davis Bacon Act and adherence to the current U.S. Department of Labor Wage Decision. Attention is called to the fact that not less than the minimum salaries and wages as set forth in the Contract Documents (see Wage Decision included herein) must be paid on this project. The Wage Decision, including modifications, must be posted by the Contractor on the job site. The “Contracting Agency” or “Contracting Officer” for Davis-Bacon Wage Decision posters on jobsites is the loan applicant/bond issuer. A copy of the Labor Standards Provisions for Federally Assisted Projects is included and is hereby a part of this contract.

"General Decision Number: MI20260060 05/18/2026

State: Michigan

Construction Types: Heavy

Counties: Michigan Counties of Jackson

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 1 05/18/2026

CARP1004-001 06/01/2025

Rates Fringes

CARPENTER, INCLUDES FORM WORK.......................$ 35.41 21.06

ELEC0252-009 06/01/2025

Rates Fringes

ELECTRICIAN.........................................$ 56.05 30.52

ENGI0325-013 09/01/2025

Rates Fringes POWER EQUIPMENT OPERATOR: Underground Construction (Including Sewer)- GROUP 4 : BROOM/ SWEEPER, FORK

TRUCK, TRACTOR, BOBCAT/ SKID STEER /SKID LOADER.....$ 39.95 25.25

POWER EQUIPMENT OPERATOR, UNDERGROUND CONSTRUCTION

(INCLUDING SEWER): GROUP 3 BOOM TRUCK

(NON-SWINGING, NON- POWERED TYPE BOOM)..............$ 40.52 25.25

POWER EQUIPMENT OPERATOR, UNDERGROUND CONSTRUCTION

(INCLUDING SEWER): GROUP 2 TRENCHER (8-FT DIGGING

CAPACITY AND SMALLER)...............................$ 41.25 25.25

POWER EQUIPMENT OPERATOR, UNDERGROUND CONSTRUCTION

(INCLUDING SEWER): GROUP 1 BACKHOE/ EXCAVATOR,

BORING MACHINE, BULLDOZER, GRADER/ BLADE, LOADER,

ROLLER, SCRAPER, TRENCHER (OVER 8 FT. DIGGING

CAPACITY)...........................................$ 45.98 25.25

ENGI0326-012 06/01/2025

Rates Fringes

OPERATOR: POWER EQUIPMENT, EXCLUDES UNDERGROUND

CONSTRUCTION: GROUP 4 FORK TRUCK (20' LIFT AND

UNDER FOR MASONRY WORK) PAID HOLIDAYS: NEW YEAR'S

DAY, MEMORIAL DAY, FOURTH OF JULY, LABOR DAY,

THANKSGIVING DAY AND CHRISTMAS DAY..................$ 35.46 25.25

OPERATOR: POWER EQUIPMENT, EXCLUDES UNDERGROUND

CONSTRUCTION: GROUP 3 BOOM TRUCK (NON-SWINGING)

PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, FOURTH

OF JULY, LABOR DAY, THANKSGIVING DAY AND CHRISTMAS

DAY.................................................$ 41.32 25.25

OPERATOR: POWER EQUIPMENT, EXCLUDES UNDERGROUND

CONSTRUCTION: GROUP 2 BOBCAT/SKID LOADER;

BROOM/SWEEPER; FORK TRUCK (OVER 20' LIFT) PAID

HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, FOURTH OF

JULY, LABOR DAY, THANKSGIVING DAY AND CHRISTMAS

DAY.................................................$ 41.32 25.25

OPERATOR: POWER EQUIPMENT, EXCLUDES UNDERGROUND

CONSTRUCTION: GROUP 1 BACKHOE/EXCAVATOR; BORING

MACHINE; BULLDOZER; GRADER/BLADE; LOADER; ROLLER;

SCRAPER; TRACTOR; TRENCHER PAID HOLIDAYS: NEW

YEAR'S DAY, MEMORIAL DAY, FOURTH OF JULY, LABOR

DAY, THANKSGIVING DAY AND CHRISTMAS DAY.............$ 44.00 25.25

IRON0025-006 06/01/2025

Rates Fringes

IRONWORKER: STRUCTURAL..............................$ 36.55 35.93

IRONWORKER: REINFORCING.............................$ 36.55 33.37

LABO0334-012 06/01/2025

Rates Fringes

LANDSCAPE LABORER, EXCLUDES OPEN CUT CONSTRUCTION:

GROUP 2 LANDSCAPE LABORER: SMALL POWER TOOL

OPERATOR, MATERIAL MOVER, TRUCK DRIVER AND LAWN

SPRINKLER INSTALLER TENDER..........................$ 27.71 9.10

LANDSCAPE LABORER, EXCLUDES OPEN CUT CONSTRUCTION:

GROUP 1 LANDSCAPE SPECIALIST, INCLUDING AIR, GAS

AND DIESEL EQUIPMENT OPERATOR, LAWN SPRINKLER

8/17/26, 4:01 PM SAM.gov https://sam.gov/wage-determination/MI20260060/1 1/4

INSTALLER AND SKIDSTEER (OR EQUIVALENT).............$ 29.93 9.10

LABO0334-015 09/01/2022

Rates Fringes

LABORER ((7) LANDSCAPE).............................$ 18.29 12.85

LABORER ((5) PIPELAYER).............................$ 23.84 13.52

LABORER ((4) GRADE CHECKER).........................$ 23.70 13.15

LABORER ((2) MASON TENDER-CEMENT/CONCRETE)..........$ 23.53 13.15

LABORER ((1) COMMON OR GENERAL).....................$ 23.39 13.15

LABO0499-025 06/01/2025

Rates Fringes

LABORER (COMMON OR GENERAL; GRADE CHECKER; MASON

TENDER - CEMENT/CONCRETE; PIPELAYER)................$ 32.35 13.45

PAIN0022-005 07/01/2008

Rates Fringes

PAINTER: SPRAY......................................$ 25.86 14.75

PAINTER: BRUSH & ROLLER.............................$ 25.06 14.75

PLAS0016-027 04/01/2014

Rates Fringes

CEMENT MASON/CONCRETE FINISHER......................$ 24.64 12.88

PLUM0333-007 06/01/2020

Rates Fringes

PLUMBER.............................................$ 38.79 23.08

SUMI2010-058 11/09/2010

Rates Fringes

TRUCK DRIVER: OFF THE ROAD TRUCK...................$ 20.82 3.69

OPERATOR: CRANE....................................$ 20.00 5.00

TEAM0007-008 06/01/2025

Rates Fringes

TRUCK DRIVER: LOWBOY/SEMI-TRAILER TRUCK

FOOTNOTE: A. $470.70 PER WEEK. B. $68.70

DAILY...............................................$ 33.55 0.75

TRUCK DRIVER: DUMP TRUCK, 8 CU. YDS. AND OVER.......$ 33.40 0.75

TRUCK DRIVER: DUMP TRUCK UNDER 8 CU. YDS.; TRACTOR

HAUL TRUCK FOOTNOTE: A. $470.70 PER WEEK. B.

$68.70 DAILY.......................................$ 33.30 0.75

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 $13.65 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract from May 11, 2026, through December 31, 2026. 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)).

https://sam.gov/wage-determination/MI20260060/1 2/4

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. The classifications are listed in alphabetical order under rate identifiers indicating whether the particular rate is a union rate (current union negotiated rate), a survey rate, a weighted union average rate, a state adopted rate, or a supplemental classification rate.

Union Rate Identifiers

A four-letter identifier beginning with characters other than �SU�, �UAVG�, �SA�, or �SC� denotes that a union rate was prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2024. PLUM is an identifier of the union whose collectively bargained rate prevailed in the survey for this classification, which in this example would be Plumbers.

0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. The date, 07/01/2024 in the example, is the effective date of the most current negotiated rate.

Union prevailing wage rates are updated to reflect all changes over time that are reported to WHD in the rates in the collective bargaining agreement (CBA) governing the classification.

Union Average Rate Identifiers

The UAVG identifier indicates that no single rate prevailed for those classifications, but that 100% of the data reported for the classifications reflected union rates. EXAMPLE:

UAVG-OH-0010 01/01/2024. UAVG indicates that the rate is a weighted union average rate. OH indicates the State of Ohio.

The next number, 0010 in the example, is an internal number used in producing the wage determination. The date, 01/01/2024 in the example, indicates the date the wage determination was updated to reflect the most current union average rate.

A UAVG rate will be updated once a year, usually in January, to reflect a weighted average of the current rates in the collective bargaining agreements on which the rate is based.

Survey Rate Identifiers

The �SU� identifier indicates that either a single non-union rate prevailed (as defined in 29 CFR 1.2) for this classification in the survey or that the rate was derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As a weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SUFL2022-007 6/27/2024. SU indicates the rate is a single non-union prevailing rate or a weighted average of survey data for that classification. FL indicates the State of Florida. 2022 is the year of the survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. The date, 6/27/2024 in the example, indicates the survey completion date for the classifications and rates under that identifier.

�SU� wage rates typically remain in effect until a new survey is conducted. However, the Wage and Hour Division (WHD) has the discretion to update such rates under 29 CFR 1.6(c)(1).

State Adopted Rate Identifiers

The �SA� identifier indicates that the classifications and prevailing wage rates set by a state (or local) government were adopted under 29 C.F.R 1.3(g)-(h). Example: SAME2023-007 01/03/2024. SA reflects that the rates are state adopted. ME refers to the State of Maine. 2023 is the year during which the state completed the survey on which the listed classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination.

The date, 01/03/2024 in the example, reflects the date on which the classifications and rates under the �SA� identifier took effect under state law in the state from which the rates were adopted.

WAGE DETERMINATION APPEALS PROCESS

1) Has there been an initial decision in the matter? This can be:

a) a survey underlying a wage determination

b) an existing published wage determination

c) an initial WHD letter setting forth a position on a wage determination matter

d) an initial conformance (additional classification and rate) determination https://sam.gov/wage-determination/MI20260060/1 3/4

On survey related matters, initial contact, including requests for summaries of surveys, should be directed to the WHD Branch of Wage Surveys. Requests can be submitted via email to davisbaconinfo@dol.gov or by mail to:

Branch of Wage Surveys Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210 Regarding any other wage determination matter such as conformance decisions, requests for initial decisions should be directed to the WHD Branch of Construction Wage Determinations.

Requests can be submitted via email to BCWD-Office@dol.gov or by mail to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2) If an initial decision has been issued, then any interested party (those affected by the action) that disagrees with the decision can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7).

Requests for review and reconsideration can be submitted via email to dba.reconsideration@dol.gov or by mail to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210.

END OF GENERAL DECISION

https://sam.gov/wage-determination/MI20260060/1 4/4

INDEX of SPECIAL PROVISIONS

MDOT Standard Specs and Supp Conditions ........................................ SP 1 of 17

Progress Clause ..................................................................................... SP 2 of 17

Coordination Clause ............................................................................... SP 4 of 17

Utility Coordination ................................................................................. SP 5 of 17

Landscaping ........................................................................................... SP 6 of 17

Errata to the 2020 Standard Specifications ............................................ SP 7 of 17

MDOT STANDARD SPECIFICATIONS AND SUPPLEMENTARY CONDITIONS

HRC:JDC 1 of 1 6/3/26

a. General

The Michigan Department of Transportation 2020 Standard Specifications for Construction (referenced herein as the “MDOT Standard Specifications for Construction”) are hereby incorporated by reference and shall be deemed to be a part of these contract documents as though herein written in its entirety. The MDOT Standard Specifications for Construction shall be changed and supplemented by the Supplemental Specifications, Special Provisions and errata included in these contract documents. MDOT Standard Specifications for Construction are available for review and download from the MDOT website.

Unless otherwise omitted, changed or supplemented, the Division 1 “General Provisions” of the MDOT Standard Specifications for Construction shall be incorporated into the City’s General Conditions for this contract (pp. G-1 through G-14). In the event of any inconsistency, discrepancy or conflict between the aforementioned MDOT General Provisions and other contract documents including, but not necessarily limited to, pp. G-1 through G-14, said other contract documents shall govern.

Throughout the specifications, the term “Engineer” shall mean the City Engineer of the City of Jackson or his designee. The MDOT Standard Specifications for Construction, Division 1 “General Provisions” shall be changed and supplemented as follows:

Section 102 Bid Submission, Award and Execution of Contract (This section shall be omitted in its entirety)

Section 104.09 Lines, Grades, and Elevations (This section shall be omitted in its entirety)

Section 104.10 Claim for Extra Compensation or Extension of Time (This section shall be omitted in its entirety)

Section 104.11 Work Zone Safety and Mobility (This section shall be omitted in its entirety)

Section 107.10 Indemnification, Damage Liability and Insurance, paragraphs A through D (This section shall be omitted in its entirety)

Section 109.04 Progress and Partial Payments (This section shall be omitted in its entirety)

SP 1 of 17

PROGRESS CLAUSE

HRC:JDC 1 of 2 8/17/26

a. General

It is expected that this contract will be awarded at the October 20, 2026 City Council meeting, after which a Notification of Award will be provided by the City to the approved bidder.

Within ten (10) days of Notification of Award, the approved bidder must provide certificates of insurance evidencing insurance coverage as required by the Contract. A Notice to Proceed will then be provided to the Contractor by the City. The Contractor must begin work on a date agreed upon with the City, which date shall be no earlier than March 1, 2027. In no case shall any work be commenced prior to receipt of formal notice of award by the City.

The approved bidder(s) for the work covered by this proposal will be required to participate in a pre-construction meeting with the Engineer. The Engineer will arrange the time and place for the preconstruction meeting after contract award. The named subcontractor(s) for Designated and/or Specialty Items, as shown in the Proposal, is(are) recommended to be at the preconstruction meeting if such items materially affect the work schedule.

The Contractor shall attend bi-weekly construction progress meetings and shall provide updates to the Engineer that shall include work completed to date, a two-week outlook for upcoming work, and any necessary updates regarding the Milestone dates identified herein.

b. Milestones

The contract term shall include tree plantings until a date agreed upon with the City, which date shall be no later than May 15, 2027.

1. Substantial Completion

Work shall be substantially completed and the roadways be designated as “Approved for Traffic” no later than May 29, 2027. The “Approved for Traffic” condition shall be as defined in section 107.21, Approved for Traffic, of the MDOT 2020 Standard Specifications for Construction.

This shall include tree plantings, restoration, and removal of soil erosion and traffic control items.

2. Establishment Period

The establishment period begins at the completion of the initial planting and extends through one growing season. A growing season is the months of June, July, and August.

During the establishment period, the Contractor shall provide all labor, materials, equipment, and incidentals necessary to maintain the health of the trees, including watering, staking adjustments or removal, and other maintenance required to ensure proper establishment.

SP 2 of 17

HRC:JDC 2 of 2 8/17/26

The contractor shall water and cultivate during each of the following periods:

a. From June 1 to June 15;

b. From June 23 to July 7;

c. From July 15 to July 29;

d. From August 4 to August 18; and

e. Once more after the establishment period from September 5 to September 19

The Contractor shall guarantee that all planted trees are healthy and acceptable through the end of the establishment period. At no additional cost to the City, the Contractor shall remove and replace any trees deemed by the Engineer to be dead, unhealthy, or otherwise unacceptable during this period.

Trees damaged or lost due to vehicle impacts, vandalism, ice storms, or other causes beyond the Contractor's control shall not be considered unacceptable under this guarantee.

3. Replacement Trees

The replacement trees shall be planted no earlier than October 15, 2027, and no later than the date on which the prepared soil freezes.

The replacement trees are not subject to an establishment period.

4. Contract Completion

The entire project, including punch list items, replacement tree plantings, and restored turf grass, shall be completed on or before November 26, 2027.

c. Liquidated Damages

Failure by the Contractor to achieve the Substantial Completion milestone shall result in the assessment of liquidated damages in accordance with Section 108.10 of the 2020 MDOT Standard Specifications for Construction.

SP 3 of 17

COORDINATION CLAUSE

HRC:JDC 1 of 1 6/3/26

Other construction activities, utility work, and private development may occur within or adjacent to the tree planting locations during the term of this contract.

The Contractor shall comply with the cooperation requirements of Section 104.08 of the

MDOT Standard Specifications for Construction and shall coordinate its operations, including scheduling, material storage, and equipment staging, to minimize interference with the work of others.

The Contractor shall consider and accommodate the activities of utility companies, public agencies, and private property owners performing work in the vicinity of the tree planting locations.

No additional compensation, time extension, or claim for damages shall be allowed due to delays, conflicts, or impacts resulting from the work of others.

SP 4 of 17

UTILITY COORDINATION

HRC:JDC 1 of 1 6/3/26

For protection of underground utilities and in conformance with Public Act 53, the

Contractor shall dial 1-800-482-7171 a minimum of three (3) full working days, excluding Saturdays, Sundays, and holidays, prior to beginning each excavation in areas where public utilities have not been previously located. Members will thus be routinely notified. This does not relieve the Contractor of the responsibility of notifying utility owners who may not be a part of the “Miss Dig” alert system.

The following Public Utilities have facilities located within the right-of-way:

Consumers Energy – Gas Division Tyler Lawrence (517) 888-3882

Consumers Energy – Electric Division Eddie Haire (517) 262-1473

AT&T Telephone Karen Trudgen (517) 392-1340

City of Jackson – Water Division Jeremiah Spencer (517) 788-4170

City of Jackson – Traffic Signs & Signals Lee Rose (517) 788-4160

City of Jackson – Sanitary & Storm Sewer Jeff Crow (517) 788-4160

Comcast - Cable Dave Dostie (248) 459-0246

The contractor shall cooperate and coordinate construction activities with the owners of utilities as stated in section 104.08 for the MDOT Standard Specifications for Construction. In addition, for the protection of underground utilities, the contractor shall follow the requirements in section 107.12 of the MDOT Standard Specifications for Construction. Contractor delay claims, resulting from a utility, will be determined based upon section 109.05.E of the MDOT Standard Specifications for Construction.

SP 5 of 17

LANDSCAPING

HRC:JDC 1 of 1 8/17/26

a. General

This work shall consist of furnishing, transporting, installing, and establishing street trees in accordance with Section 815 of the 2020 Michigan Department of Transportation Standard Specifications for Construction, details in the plans, as directed by the engineer and as specified herein.

a. Materials

The materials shall meet the requirements as specified in Section 815 of the 2020 MDOT Standard Specifications for Construction, except that the materials specified shall be larger or of different species or variety than the standard MDOT pay items, as noted in the pay item.

c. Construction

Construction methods shall conform to the requirements of Section 815 of the 2020 MDOT Standard Specifications for Construction, except as otherwise specified herein.

d. Measurement and Payment

The completed work, as described per the 2020 MDOT Standard Specifications for Construction and herein, will be measured and paid for at the contract unit price using the following pay items:

Pay Item Pay Unit Site Preparation .............................................................................................. Lump Sum Species ‘Cultivar’, Caliper Size ................................................................................. Each Watering and Cultivating, 1st season .............................................................. Lump Sum

Site Preparation, Max This pay item includes the cost of excavating tree planting holes, furnishing and placing prepared soil, backfilling planting holes, and removing and disposing of excess material.

Species ‘Cultivar’, Caliper Size Payment will be made upon completion of pruning, planting, watering, bracing or guying, and mulching of each tree.

Watering and Cultivating, 1st season Payment for Watering and Cultivating, 1st Season will be made in 20 percent increments. This pay item includes one watering and cultivating operation per payment increment, furnishing and mixing fertilizer with water, and removing and disposing of unacceptable plants, including their root systems.

SP 6 of 17

20SS-001A-16

MICHIGAN

DEPARTMENT OF TRANSPORTATION

SUPPLEMENTAL SPECIFICATION

FOR

ERRATA TO THE 2020 STANDARD SPECIFICATIONS

1 of 11 04-30-24

Page Subsection Errata

1-06 101.02 Delete the second abbreviation of the list on this page reading:

“IES ............... Illuminating Engineering Society

1-06 101.02 Add the abbreviation to the list on this page reading:

“IESNA Illuminating Engineering Society of North America

1-07 101.02 Change the first abbreviation of the list on this page to read:

MMUTCD ....... Michigan Manual on Uniform Traffic Control Devices

1-83 108.05.A.2 In the first paragraph of this subsection change the language

“MDOT Form 1130” to read “MDOT Form 1130A”.

1-88 108.08.D Move the last paragraph of this subsection to the left one indent to align with the first paragraph of the subsection and not with the subsection 108.08.D.3.

2-29 205.03.P.1 Delete the first sentence of this subsection and replace with the following:

“Do not dispose of material, temporarily or permanently, beyond the normal plan fill slope across wetlands or floodplains.”

2-30 205.03.P.2 Delete the first sentence of this subsection and replace with the following:

“Do not dispose of material, temporarily or permanently, in wetlands or floodplains.”

2-30 205.03.P.3 Delete the second paragraph of this subsection and replace with the following:

“Contact the appropriate regulatory agencies to determine whether an area is a regulated wetland or floodplain before disposing of surplus or unsuitable material in areas outside the right-of-way and not shown on the plans as disposal sites.”

2-30 205.03.P.3 Delete the first sentence of the third paragraph of this subsection and replace with the following:

“Immediately move to an upland site any surplus or unsuitable material that was disposed of in portions of wetlands or floodplains not shown on the plans as disposal sites, at no additional cost to the Department.”

SP 7 of 17

2 of 11 04-30-24

2-30 205.03.P.4 Delete the first sentence of this subsection and replace with the

“The Department will notify the applicable regulatory agencies if the

Department becomes aware that the Contractor disposed of surplus or unsuitable material in portions of a wetland or floodplain not shown on the plans.”

3-31 308.04.D Change the subsection title from “D. General.” to read “A. General.”

4-7 401.03.E Delete the third sentence of the second paragraph of this subsection and replace with the following:

“Use precast or cast-in-place footings for precast end sections as required.”

4-8 401.03.E Delete the first sentence of the fourth paragraph on this page of this subsection and replace with the following:

“When discharging stormwater directly to waters of the state, permanently label all end sections or other piped points of stormwater entry with “MDOT” or the local agency’s name in a conspicuous location that will remain visible after construction.”

4-11 401.04 Change the eighth pay item from the bottom of the list on this page to read as follows:

Culv End Sect __ inch, Grate .................................................. Each

4-12 401.04.C.4 Change this subsection to read:

“The Engineer will measure Culv End Sect __ inch, Grate by each as shown on the plans for the size of grate required.”

4-21 402.03 Add a new subsection to the end of subsection 402.03 on this page reading as follows:

“K. Outfall Labeling. Label all stormwater outfalls directly discharging to waters of the state in accordance with subsection 401.03.E.

4-39 406.02 Change the third line in the list of materials to read:

Coarse Aggregate 6A, 6AA, 17A

4-41 406.03.A.3 Delete the third paragraph of this subsection and replace with the following:

“Design joints between adjacent box culvert sections in accordance with Section 9 of ASTM C1577 and to accommodate the joint sealing material in accordance with section 914 as applicable.”

4-50 406.03.G.3 Change the first sentence of the first paragraph to read:

“Unless otherwise shown on the plans, construct culvert bedding for box culverts by placing a 9-inch-thick layer of 46G aggregate, covered with a 3-inch-thick layer of 34G, 34R aggregate, or approved equal.”

SP 8 of 17

3 of 11 04-30-24

4-51 406.03.G.3 Add the following sentence to the end of the second paragraph of this subsection:

“The cold applied joint sealer must completely cover the external rubber gasket with the placement limits matching the width of the geotextile blanket.”

4-52 406.04.B In the second paragraph of this subsection delete the first sentence

“The Department will pay separately for cast-in-place concrete, other than for culvert segments, headwalls, wingwalls, aprons, and curtain walls.”

5-26 502.02 Delete the first sentence of the subsection and the listed materials in this subsection.

5-26 502.02.A Add the following to the end of the first sentence in this subsection:

“(914.04A)”

5-26 502.02.B Add the following to the end of the first sentence in this subsection:

“(502.02B)”

5-35 503.04 Change the first paragraph to read:

“The unit price for Paver-Placed Surface Seal, of the type required, includes the cost of preparing the surface, and placing a membrane and paver placed surface seal course for full-width coverage, except that the Department will pay separately for removing pavement markings in accordance with subsection 812.04”

5-46 504.04.A Change the first paragraph to read:

“A. General. The unit prices for Micro-Surface, regardless of the type required, include cleaning existing pavement, applying a bond coat, stationing, corrective action, and traffic control to complete corrective action.”

6-20 602.04 Delete the fifteenth pay item of the list on this page reading:

“Shoulder, Reinf Conc ................................................. Square Yard

6-20 602.04 Change the sixteenth thru the eighteenth pay items on this page to read as follows:

Shld, Nonreinf Conc .................................................... Square Yard Shld, Nonreinf Conc, High Performance ..................... Square Yard Shld, Freeway ............................................................. Square Yard

6-21 602.04.B.1 Delete this subsection and replace with the following:

“Shld, Nonreinf Conc; and Shld, Nonreinf Conc, High

Performance. The Engineer will measure, and the Department will pay for, Shld, Nonreinf Conc; and Shld, Nonreinf Conc, High Performance by area, based on plan quantities in accordance with subsection 109.01.”

6-21 602.04.B.2 Delete this subsection and replace with the following:

SP 9 of 17

4 of 11 04-30-24

“Shld, Freeway. The Engineer will measure, and the Department will pay for, Shld, Freeway based on plan quantities in accordance with subsection 109.01. If the Contractor uses concrete for the shoulder, the unit price for Shld, Freeway includes the cost of the transverse joints in the shoulder and the external longitudinal pavement joints.”

6-23 602.04.F Add the following sentence to the end of the first paragraph of this subsection:

Temporary concrete pavement, pavement within 4 feet of an obstruction, pavement areas less than 300 square yards, or pavement less than 3 feet wide will not be cored.

6-23 602.04.F Delete the following language from this subsection on this page:

“The Engineer will not core the following:

1. Temporary concrete pavement;

2. Pavement within 4 feet of an obstruction;

3. Pavement areas less than 300 square yards; or

4. Pavement less than 3 feet wide.”

6-24 602.04 Rename the following subsections as follows:

“1. Initial Core.

6-24 602.04 2. Additional Cores.

6-24 602.04 3. Price Adjustment for Thickness.

6-25 602.04 4. Price Adjustments for Steel Locations within the Pavement.

6-26 602.04 5. Remove and Replace.”

6-29 603.02 Change the first sentence in the last paragraph in this subsection to read:

“Provide coarse aggregate with no greater than 2.5% absorption in accordance with AASHTO T85.”

7-11 705.02 Change the second sentence in the last paragraph in this subsection to read:

“Provide natural aggregate and with no greater than 2.50% absorption as specified in AASHTO T85 for structure concrete.”

7-29 706.02 Change the first sentence in the seventh paragraph in this subsection to read:

“Provide natural aggregate and with no greater than 2.50% absorption as specified in AASHTO T85 for structure concrete.”

7-107 709.04 Change the Pay Unit on the second pay item from the top of the list on this page to read as follows:

Thousand Board Foot

SP 10 of 17

5 of 11 04-30-24

7-115 711.02 Change the first sentence in the last paragraph in this subsection to read:

“Provide natural aggregate with a maximum absorption of 2.50% in accordance with AASHTO T85.”

7-120 712.02 Change the first sentence in the sixth paragraph in this subsection to read:

“Provide concrete containing natural aggregate with a maximum absorption of 2.50% in accordance with AASHTO T85.”

7-185 718.02 Change the first sentence in the last paragraph in this subsection to read:

“Provide concrete with natural aggregate with a maximum absorption of 2.50% in accordance with AASHTO T85.”

8-12 804.03.B.2 Change the first sentence in this subsection to read:

“Cast in place light standard and sign support foundations using fixed forms in accordance with the MDOT Standard Plan R-50 series.”

8-27 Change the last pay item at the bottom of this page to read as follows:

Guardrail Anch, Bridge, Det __, Curved .................................. Each

8-44 810.03.J.9 Add a period to the end of the third sentence in this subsection.

8-53 810.03.V Add a period to the end of the second sentence of the first paragraph of this subsection.

8-53 810.04 Change the fourth pay item from the top of the list on this page to read as follows:

Post, Steel, __ pound ............................................................... Foot

8-53 810.04 Change the last four pay items at the bottom of this page to read as follows:

Fdn, Truss Sign Structure Type __, __ inch dia, Cased ............ Foot Fdn, Truss Sign Structure Type __, __ inch dia, Uncased ........ Foot Fdn, Cantilever Sign Structure Type __, __ inch dia, Cased .... Foot Fdn, Cantilever Sign Structure Type __, __ inch dia, Uncased . Foot

8-55 810.04.B.1 Delete the second paragraph of this subsection and replace with the following:

“The unit prices for Fdn, Truss Sign Structure Type __, __ inch dia, Cased and Fdn, Cantilever Sign Structure Type __, __ inch dia, Cased include the cost of concrete, slurry, steel reinforcement, permanent casings, anchor bolts, excavation, and disposal of excavated material.”

8-55 810.04.B.2 Delete this subsection and replace with the following:

“Foundation, Truss Sign Structure, Uncased and Foundation, Cantilever Sign Structure, Uncased. The unit prices for Fdn, SP 11 of 17

6 of 11 04-30-24

Truss Sign Structure Type __, __ inch dia, Uncased and Fdn, Cantilever Sign Structure Type __, __ inch dia, Uncased include the cost of concrete, slurry, steel reinforcement, temporary casings, anchor bolts, excavation, and disposal of excavated material.”

8-57 810.04.I Delete the first paragraph of this subsection and replace with the

“The unit price for Sign, Rem of the type required includes the cost of removing signs from supports and stacking by shape and size.”

8-57 810.04.I Delete the second paragraph of this subsection and replace with the following:

“The unit prices for Ground Mtd Sign Supports, Rem; Cantilever, Rem and Truss, Rem include the cost of removing ground mounted sign supports, cantilever or truss supports.”

8-57 810.04.L Change this subsection to read:

“The unit price for Sign, Erect, Salv of the type required includes erecting the salvaged sign on a new sign support or existing sign support, as shown on the plans, and attaching devices, and hardware, including brackets.”

8-110 812.04 Change the fifth and sixth pay item from the top of the list on this page to read as follows:

Sign, Type B, Temp, Prismatic, Spec, Furn ................ Square Foot Sign, Type B, Temp, Prismatic, Spec, Oper ................ Square Foot

8-141 815.04.C.1.b Delete this subsection in its entirety.

8-141 815.04.C.1.c Rename and change this subsection as follows:

“b. Removal and disposal of unacceptable plants including the root ball.

8-141 815.04.C.1.d Delete this subsection in its entirety.

8-142 815.04.C.2.d Change this subsection to read:

"During the first watering of the second growing season, remove and dispose of the guying material, identification tags, and inspection tags."

8-144 816.03.A Change the third sentence in this subsection to read:

“Use topsoil from within the project limits; or from off-site sources meeting the requirements in subsection 917.06.”

8-167 818.04 Add the pay item to the bottom of the list on this page as follows:

Power Company (Estimated Cost to Contractor) ................... Dollar

8-170 818.04.G Delete this subsection in its entirety.

8-170 818.04 Rename the following subsections as follows:

“G. Handholes (Hh).

SP 12 of 17

7 of 11 04-30-24

8-171 818.04 H. Service Disconnect.

8-171 818.04 I. Metered Service.

8-171 818.04 J. Unmetered Service.

8-172 818.04 K. Wood Pole.

8-172 818.04 L. Concrete Pole, Fit Up.

8-172 818.04 M. Steel Pole, Fit Up.

8-172 818.04 N. Bracket Arm.”

8-171 818.04.J Delete the second paragraph of this subsection and replace with the following:

“The pay item, Power Company (Estimated Cost to Contractor), establishes a budgeted amount in the contract to cover the cost of reimbursing the Contractor for payments made to the power company for providing electrical power at the locations shown on the plans. The Department will estimate the reimbursement costs to the Contractor and establish a budgeted amount as shown on the plans. The Department will pay the Contractor for power company invoices paid, as submitted to the Engineer.”

8-176 819.03.B.5.b In the second paragraph of this subsection delete the first sentence

“Tighten bolts connecting the pole to the frangible base to a snug tight condition in accordance with subsection 707.03.E.6.c.”

8-185 820.01.B Add a period to the end of the first sentence of this subsection.

8-187 820.02 Change the first line in the list of materials on this page to read:

Conduit Material

8-196 820.03.O In the fourth paragraph of this subsection delete the last sentence and replace with the following:

“Use smooth wall, Schedule 80, rigid PVC conduit, or coilable, Schedule 80 PE conduit in accordance with section 818.”

8-199 820.04 Add the pay item to the list on this page:

TS, (number) Way (type) Mtd (LED) Optic

8-200 820.04 Change the second pay item from the top of the list on this page to read as follows:

TS Head, Temp ...................................................................... Each

8-200 820.04 Change the eleventh pay item from the top of the list on this page to read as follows:

TS, Lens, Pedestrian Sym (LED) ........................................... Each

8-200 820.04 Delete the following pay items from the list:

Strain Pole, Steel, 6 bolt, __ foot ............................................. Each Mast Arm Pole, Cat__ ............................................................. Each Mast Arm, __Foot, Cat ............................................................ Each

SP 13 of 17

8 of 11 04-30-24

8-200 820.04 Change the eleventh pay item from the bottom of the list on this page to read as follows:

Mast Arm, Rem ....................................................................... Each

8-201 820.04 Delete the following pay item from the list:

Power Co. (Est Cost to Contractor) ....................................... Dollar

8-202 820.04 Add the following pay item to the list:

Bracket, Truss, Salv ................................................................ Each

8-204 820.04.C Delete the last paragraph of this subsection in its entirety.

8-204 820.04.D Delete the first paragraph of this subsection in its entirety.

9-5 902.02 Delete the first line under the Material list and relace with the following:

“Wire Cloth and Sieves ................................................ ASTM E11”

9-9 902.03.C.1.b Delete the first sentence in this subsection and replace with the following:

“The physical requirements for the coarse aggregate are as specified in Table 902-2 and as follows:”

9-14 Table 902-1 In the row that includes the information on the 34G material, under the column titled Item of Work by Section Number (Sequential) delete the reference to the section 404.

9-15 Table 902-2 Add the superscript (n) in the first row in the Dense-graded aggregates section of the table under the column titled Crushed Material, % min. (MTM 117).

9-16 Table 902-2 Add the superscript (n) in the first row in the Open-graded aggregates section of the table under the column titled Crushed Material, % min. (MTM 117).

9-16 Table 902-2 Delete the superscript footnote in the first through fourth rows under the header row that reads “(m)” in the column Loss, % max, LA Abrasion (MTM 102).

9-16 Table 902-2 Add the following row after the third row in the Open-graded aggregates section reading:

46R -- 45 -- -- --

9-16 Table 902-2 Add the superscript footnote in the header row that reads “(m)” in the column Loss, % max, LA Abrasion (MTM 102).

9-15 Table 902-2 Delete the footnote (d) in one location in the table.

9-17 Table 902-2 Delete the footnote (d) in one location in the table.

SP 14 of 17

9 of 11 04-30-24

9-17 Table 902-2 Add the following footnote below the existing footnotes in this table.

“(n) For recycled crushed concrete, if the source concrete uses primarily rounded river gravel aggregates, the minimum crushed particle content can be reduced to 90%.”

9-21 Table 902-6 Delete the footnote (b) in two locations in the table.

9-21 Table 902-6 Change the footnote (c) to read (b) in two locations in the table.

9-21 Table 902-6 Change the footnote (d) to read (c) in two locations in the table.

9-25 903.04 Delete the second sentence of the second paragraph of this subsection.

9-70 909.07.A Delete the second sentence of this subsection.

9-70 909.05.D Change the first sentence in this subsection to read:

“Provide steel pipe for jacking in place meeting the requirements of

ASTM A53/A53M for Type E or Type S, Grade B, or ASTM A139/A139M for Grade B.”

9-71 909.08.A Change the first sentence in this subsection to read:

“Provide bridge deck downspouts of PE pipe meeting the requirements of ASTM F714, PE 4710, DR 26 or Schedule 80 PVC.

9-94 Table 910-01 Change the value in the fifth row under the header row in the

Permittivity (min) (per second) column from 0.5 to read:

“0.05”

9-94 Table 910-01 Change the value in the seveth row under the header row in the

Permittivity (min.) (per second) column from 0.5 to read:

“0.05”

9-95 Table 910-2 Change the second row under the Ultimate strength section to read:

“CMD(c) 1950 lb/ft”

9-119 913.06 Change this subsection to read:

Circular precast concrete units with circular reinforcement for adjusting rings, tops, risers, and sump bases for manholes, catch basins, and inlets must meet the requirements of AASHTO M199 and the following additions and exceptions:

9-133 917.03 Rename the four subsections following the first paragraph on this page as follows:

D. Deciduous Shade Trees.

E. Small Trees, Ornamentals, and Shrubs.

F. Evergreen Trees.

G. Vines, Ground Cover, and Herbaceous Ornamental Plants.

9-149 918.08 In the first paragraph of this subsection delete the second sentence

SP 15 of 17

10 of 11 04-30-24

“Provide light standards designed in accordance with AASHTO’s LRFD Specifications for Structural Supports for Highway Signs, Luminaires, and Traffic Signals.”

9-150 918.10 In the first paragraph of this subsection delete the first sentence and replace with the following:

“Provide tower lighting units designed in accordance with

AASHTO’s LRFD Specifications for Structural Supports for Highway Signs, Luminaires, and Traffic Signals.”

9-164 919.04.B In the first paragraph of this subsection delete the first sentence and replace with the following:

“Provide square tubular steel sign supports meeting the chemical, mechanical, and geometric properties of material used in the crash tests referenced in AASHTO’s LRFD Specifications for Structural Supports for Highway Signs, Luminaires, and Traffic Signals.”

9-170 920.02.C Change the reference to Table 920-2 to read Table 920-3 in two locations.

9-222 922.10.A.3 Delete this subsection and replace with the following:

“Conform to the wind load requirements specified by AASHTO’s

LRFD Specifications for Structural Supports for Highway Signs, Luminaires, and Traffic Signals with all equipment mounted without the need for additional ballast;”

10-23 1003.03.B Delete the last sentence of this subsection and replace with the

“Aggregate sampling for concrete will be performed by an MCAT-certified Aggregate Technician Level II.”

10-42 Table 1006-01 Change footnote (a) to read:

“(a) Ensure that the coarse aggregate’s absorption does not exceed 2.5% in accordance with AASHTO T85.”

10-43 Table 1006-02 Replace Table 1006-02 with the Table 1006-02 below.

1A - 20A Pay Item Index Replace the Pay Item Index in its entirety.

SP 16 of 17

11 of 11 04-30-24

Table 1006-2:

Overlay Mixtures

Mixture Type Aggregate

Slump (inch) Air Content

Admixture Required

Mixture Proportions lb/yd³, dry weight

Cement(a) Dry Densified Silica Fume(b)

Net Mix Water Fine Agg

Coarse Agg

Latex Admixture

SFMC 2NS and 26A(c) 4–6 6.5 ±1.5% (d),(e),(f) 618 40 273(g) 1273 1601 —

LMC 2NS and 26A(c) (h) 4.5 ±1.5% — 658 — (h) 1490(i),(j) 1300(i),(j) 206

(a) Use only Type I Portland cement.

(b) For SFMC mixtures, the Contractor may use a blended silica fume Portland cement. However, if the silica fume content of the blended material is greater than 8% of the total cementitious material, submit to the Engineer modified mix proportions with Type I Portland cement added to the blended material to achieve the equivalent individual cementitious material mixture proportions.

(c) Provide coarse aggregate, 95% minimum crushed materials in accordance with Michigan Test Method (MTM) 117, with an absorption no greater than 2.5%, in accordance with AASHTO T85.

(d) Water-reducing high-range admixture or water-reducing high-range and retarding…