751.14068.TAP_DB to LL Trail_Bid Package 1_Addendum 1_2023_04_21.pdf

Addendum 1 Page 1 of 3

ADDENDUM NO. 1

DATE: April 21, 2023

PROJECT: Dollar Bay to Lake Linden Trails – Bid Package 1

OWNER: State of Michigan

DTMB FILE NO.: 751/14068.TAP

BID DATE: Wednesday, April 26, 2023** THIS ADDENDUM DOES NOT CHANGE THE

BID DATE**

The following shall be incorporated into the Contract Documents dated 2023 MAR 30.

GENERAL

The Prebid Meeting Attendance Sheet is attached.

Updated Wage Rates are attached.

Reminder: The Byrd Anti-Lobbying Certification located in Appendix IV is to be included with the Bid Form submitted to SIGMA.

PROJECT MANUAL

SECTION 33 41 00 – STORM UTILITY DRAINAGE PIPING, PART 1, and Part 2, Revise to:

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Culverts/Pipe

2. Box Culverts

3. Pipe end sections.

1.2 ACTION SUBMITTALS

A. Product Data: For each type of product indicated.

B. Shop Drawings:

1. Stormwater end sections. Include plans, elevations, sections, & details.

2. CMP or HDPE Pipes/Culverts

3. Reinforced Concrete Pipes/Culverts

a. Joint Ties

4. Concrete Box Culverts:

a. Include calculations, dimensions for structure, all components by supplier/manufacturer showing compliance with AASHTO LRFD loading criteria with required soil cover as noted in the plans and specifications.

b. Load rating of structure according to MDOT requirements.

Addendum 1 Page 2 of 3

c. Adequate protective cover shall be identified by the manufacturer.

d. Adequate structure base shall be identified by the manufacturer.

1.3 DELIVERY, STORAGE, AND HANDLING

A. Protect pipe, pipe fittings, and seals from dirt and damage.

B. Handle all products according to manufacturer's written rigging instructions.

PART 2 - PRODUCTS

2.1 CULVERTS/PIPE WITH LESS THAN 20 FEET OF COVER

A. Culverts or pipe with less than 20 feet of cover shall be corrugated steel, reinforced concrete pipe with joint ties, or dual wall HDPE pipe. Culverts shall meet the following requirements:

1. Culverts shall meet MDOT 2020 Standard Specifications for Construction for Classes A-

D and Type II through V for material depending on the bury depth. Comply with MDOT Section 401 and related sections for installation.

B. End Sections:

1. Metal Pipe: End sections shall be metal or reinforced concrete meeting MDOT 2020 SSC requirements.

2. Concrete Pipe: End sections shall be reinforced concrete meeting MDOT 2020 SSC requirements.

3. Dual Wall HDPE Pipe: End sections shall be metal or reinforced concrete meeting MDOT

2020 SSC requirements.

2.2 CULVERTS/PIPE WITH 20 FEET OR MORE OF COVER

A. Culverts or pipe with 20 feet or more of cover shall be reinforced concrete pipe with joint ties and shall meet the class requirements as noted in Table 401-1 in the MDOT 2020 Standard Specifications for Construction.

B. End Sections: End Sections shall be reinforced concrete meeting MDOT 2020 SSC requirements.

2.3 CONCRETE PIPE AND FITTINGS

A. Reinforced-Concrete Sewer Pipe and Fittings: Comply with MDOT 2020 SSC requirements for Classes A-D and Type II through V for material depending upon bury depth. Comply with MDOT Section 401 and Table 401-1 and related sections for installation.

B. Tongue-and-groove ends, or bell-and-spigot ends and gasketed joints with ASTM C 443, rubber gaskets.

C. Provide culverts and end sections as indicated on plans.

D. All raw material and manufacturing shall be within the United States.

E. All culverts shall be wrapped in non-woven geotextile.

F. Joint Ties shall be hot dipped galvanized per ASTM 153.

Addendum 1 Page 3 of 3

G. Reinforcing Bars: ASTM A 615/A 615M, Grade 60 (420 MPa) deformed steel.

H. End Sections: Shall be reinforced concrete meeting MDOT 2020 SSC requirements.

2.4 CONCRETE BOX CULVERT

A. Reinforced Concrete Box Culvert: Comply with MDOT 2020 SSC requirements.

B. Joints: Per manufacturer

C. All raw material and manufacturing shall be within the United States.

D. Reinforcing Bars: ASTM A 615, Grade 60 (420 MPa) deformed steel.

E. The structure must have four sides and wing walls.

DRAWINGS

The following drawings are revised and attached to this addendum:

SHEET 11: See Attached Drawing SHEET 26: See Attached Drawing SHEET 36: See Attached Drawing

End of Addendum No. 1

DTMB-0441 (R 19.02)

MEETING ATTENDANCE RECORD

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

State Facilities Administration Design and Construction Division

PROJECT DESCRIPTION/LOCATION

DATE

TIME

FILE NUMBER

CONTRACT NUMBER

MEETING PLACE

PLEASE PRINT YOUR NAME

FIRM YOU REPRESENT

EMAIL ADDRESS

TELEPHONE NUMBER

"General Decision Number: MI20230045 04/07/2023

Superseded General Decision Number: MI20220045

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)

Note: Contracts subject to the Davis-Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order 13658.

Please note that these Executive Orders apply to covered contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but do not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60).

|If the contract is entered |. Executive Order 14026 | |into on or after January 30, | generally applies to the | |2022, or the contract is | contract. | |renewed or extended (e.g., an |. The contractor must pay | |option is exercised) on or | all covered workers at | |after January 30, 2022: | least $16.20 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 2023. | |If the contract was awarded on|. Executive Order 13658 | |or between January 1, 2015 and| generally applies to the | |January 29, 2022, and the | contract. | |contract is not renewed or |. The contractor must pay all| |extended on or after January | covered workers at least | |30, 2022: | $12.15 per hour (or the | | | applicable wage rate listed| | | on this wage determination,| | | if it is higher) for all | | | hours spent performing on | | | that contract in 2023. |

The applicable Executive Order minimum wage rate will be adjusted annually. If this contract is covered by one of the Executive Orders and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must still submit a conformance request.

Additional information on contractor requirements and worker protections under the Executive Orders is available at http://www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/06/2023 1 04/07/2023

* BRMI0006-002 05/01/2022

Rates Fringes

BRICKLAYER.......................$ 31.66 22.83

CARP1510-003 06/01/2021

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....$ 27.13 21.00

ELEC0158-009 06/04/2018

MENOMINEE COUNTY (Townships of Ingallston, Melon & Menominee)

Rates Fringes

ELECTRICIAN......................$ 32.50 19.68

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 09/01/2022

POWER EQUIPMENT OPERATORS: Underground Construction (Including Sewer)

Rates Fringes

POWER EQUIPMENT OPERATOR

GROUP 1.....................$ 37.67 24.85

GROUP 2.....................$ 32.78 24.85

GROUP 3.....................$ 32.28 24.85

GROUP 4.....................$ 32.00 24.85

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 05/01/2022

EXCLUDES UNDERGROUND CONSTRUCTION

Rates Fringes

OPERATOR: Power Equipment Crane, main boom & jib 120' or longer..............$ 36.41 24.60 Crane, main boom & jib 140' or longer..............$ 38.73 24.60 Crane, main boom & jib 220' or longer..............$ 38.73 24.60

GROUP 1 -

Backhoe/Excavator;

Bulldozer; Crane;

Compactor; Scraper; Loader..$ 34.51 24.60 GROUP 2 - Boom truck (non-swing)......................$ 31.36 24.60 GROUP 3 - Oiler.............$ 29.96 12.10

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 06/01/2022

Rates Fringes

IRONWORKER, REINFORCING AND

STRUCTURAL

Contracts $10,000,000 or greater.....................$ 38.14 28.70 Contracts less than $10,000,000.................$ 38.14 28.70

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 05/01/2022

EXCLUDES OPEN CUT CONSTRUCTION

Rates Fringes

LABORER

Common or General; Mason Tender - Cement/Concrete....$ 30.74 12.95 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 06/01/2020

Rates Fringes

TRUCK DRIVER

Lowboy/Semi-Trailer Truck...$ 28.15 .50 + 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.

** Workers in this classification may be entitled to a higher minimum wage under Executive Order 14026 ($16.20) or 13658 ($12.15). Please see the Note at the top of the wage determination for more information.

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.

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) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which 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. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of 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. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

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

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour National Office because National Office has responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write 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 the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write 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 by 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

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISIO"

Know what's below.

before you dig.Call

R

P

L

U

R I

B U

E

S

U

N

U

M

C

I

R

C

U M

S P

I

C

E

S

I

Q

U

E

R E

I

S

P E

N I

N S

U L

A

M

A

M

O

E

N

A

M

ARCHITECTS. ENGINEERS. PLANNERS

OHM-ADVISORS.COM

P

L a k e

L i n d e n T r a i l R e s t o r a t i o n D r a w i n g s C i v i l T r a i l R e m o v a l

R

E M

S

E G d w g

A p r p m

D

EP

A

RT

M

EN

T O

F

TE

CH

N

O

LO

G Y

, M A

N A

G

EM

EN

T

A N

D B

U D

G

ET

ST

A

TE

O

F M

IC

H

IG

A

N

A D

A M

P . L

A C

H , R

A , D

IR

EC

TO

R

FA

CI

LI

TI

ES

A

N D

B U

SI

N

ES

S

SE

RV

IC

ES

A D

M

IN

IS

TR

A

TI

O N

D

ES

IG

N

A N

D C

O N

ST

R

U C

TI

O

N D

IV

IS

IO

N

424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

7136-20-0040

(60' R.O.W

EXISTING DRAINAGE

feetGRAPHIC SCALE: FULL feetHALF

60402010

KEY PLAN

M-26

WOODSIDE LN

S

T

S

T

M O

N T

R O

A L

R

D

NTS

LIMITS OF CLEARING, TYP

CLEARING

TRAIL CLEARING

14 Ft Trail Width, Centered on Existing Trail, Typical

DISCHARGE BYPSS PUMPING INTO RIPRAP DITCH

UPLAND OF EXISTING STREAM CHANNEL - PAID

FOR AS _EROSION CONTROL, BYPASS PUMPING

SECTION LINE

EXCAVATION, EARTH

UNDERGROUND UTILITY

CAUTION - CRITICAL

641+00

642+00

643+00

644+00

645+00

646+00

647+00

251+00

252+00

253+00

254+00

255+00

256+00

Know what's below.

before you dig.Call

R feetGRAPHIC SCALE: FULL feetHALF

90603015

P

L

U

R I

B U

E

S

U

N

U

M

C

I

R

C

U M

S P

I

C

E

S

I

Q

U

E

R E

I

S

P E

N I

N S

U L

A

M

A

M

O

E

N

A

M

ARCHITECTS. ENGINEERS. PLANNERS

OHM-ADVISORS.COM

P

L a k e

L i n d e n T r a i l R e s t o r a t i o n D r a w i n g s C i v i l T r a i l P l a n s C o n s t

C

O N

S

E G d r p m

D

EP

A

RT

M

EN

T O

F

TE

CH

N

O

LO

G Y

, M A

N A

G

EM

EN

T

A N

D B

U D

G

ET

ST

A

TE

O

F M

IC

H

IG

A

N

A D

A M

P . L

A C

H , R

A , D

IR

EC

TO

R

FA

CI

LI

TI

ES

A

N D

B U

SI

N

ES

S

SE

RV

IC

ES

A D

M

IN

IS

TR

A

TI

O N

D

ES

IG

N

A N

D C

O N

ST

R

U C

TI

O

N D

IV

IS

IO

N

424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

7136-20-0040

KEY PLAN

M-26

WOODSIDE LN

S

T

S

T

M O

N T

R O

A L

R

D

NTS

(40' R.O.W.)

INSTALL NEW 36" DIAMETER

CULVERT, SEE STANDARD

DETAILS ON SHEET 34

MDOT CULVERT, 36" CONCRETE

UNDERGROUND UTILITY

CAUTION - CRITICAL

Know what's below.

before you dig.Call

R

P

L

U

R

I B

U

E

S

U

N

U

M

C

I

R

C

U M

S

P

I

C

E

S

I

Q

U

E

R

E

I S

P E

N I

N S

U

L A

M

A

M

O

E

N

A

M

ARCHITECTS. ENGINEERS. PLANNERS

OHM-ADVISORS.COM

P L a k e L i n d e n T r a i l R e s t o r a t i o n D r a w i n g s C i v i l T r a i l D e t a i l s

D

E T d r p m

D

EP

A

RT

M

EN

T O

F

TE

CH

N

O

LO

G Y

, M A

N A

G

EM

EN

T

A N

D B

U D

G

ET

ST

A

TE

O

F M

IC

H

IG

A

N

A D

A M

P . L

A C

H , R

A , D

IR

EC

TO

R

FA

CI

LI

TI

ES

A

N D

B U

SI

N

ES

S

SE

RV

IC

ES

A D

M

IN

IS

TR

A

TI

O N

D

ES

IG

N

A N

D C

O N

ST

R

U C

TI

O

N D

IV

IS

IO

N

424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

7136-20-0040

PROPOSED TRAIL SECTION STA 688+00 - STA 631+001EXISTING TRAIL SECTION STA 688+00 - STA 631+002

14' MAX OR MATCH EX WIDTH

14' MAX OR MATCH EX WIDTH

NOTE: CLEARING SHALL BE TO 14' WIDE REGARDLESS OF EXISTING TRAIL WIDTH