751.14068.TAP - DB to LL Trail - Bid Package 6 - Addendum 2.pdf

Addendum 2 Page 1 of 4

ADDENDUM NO. 2

DATE: 1/10/2023

PROJECT: Dollar Bay to Lake Linden Trails – Bid Package 6

OWNER: State of Michigan

DTMB FILE NO.: 751/14068.TAP

BID DATE: Wednesday, January 18, 2023** THIS ADDENDUM DOES NOT CHANGE THE

BID DATE**

The following shall be incorporated into the Contract Documents dated 2022 NOV 10.

GENERAL

The pre-bid meeting attendance sheet is attached.

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

Existing and proposed surfaces for areas with topographic grades and proposed linework are available in .dwg format upon request. Request shall be made via email to zane.hyrkas@ohm-advisors.com. A release form is required to be signed to receive the .dwg file.

PROJECT MANUAL

BID SUMMARY

An updated Bid Summary is attached.

DC SPEC

DIVISION 01 GENERAL REQUIREMENTS – SECTION 01400 QUALITY CONTROL, Subsection 1.

Revise to the Following:

1. Testing Laboratory Services: All tests required by the Owner must fulfill ASTM, ANSI, Commercial and other Standards for testing. The Contractor must submit a minimum of three copies of each test report to the Professional for evaluation and subsequent distribution. The following general classifications of Work require submission of test reports and/or certificates of inspection. Additional submissions may be requested by the Professional at any time.

Item of Work Test Type Section Number

Earthwork Compaction and Density 31 20 00

Concrete Temperature, Strength, Slump, Air 03 30 00

Addendum 2 Page 2 of 4

TECHNICAL SPECIFICATIONS

SECTION 01 22 00 – UNIT PRICES, PART 3, Subpart BBB., Revise to:

BBB. Slope Restoration, Type B

1. Description: This work consists of restoring disturbed slopes meeting criteria for Type B slopes per the MDOT Special Provision 20RC816-A245-02 SLOPE RESTORATION, NON-FREEWAY.

All work shall be performed in accordance with 2020 MDOT Standard Specifications for Construction.

2. Unit of Measurement: Per Square Yard (Syd)

SECTION 01 22 00 – UNIT PRICES, PART 3, Subpart CCC., Revise to:

CCC. Slope Restoration, Type D

3. Description: This work consists of restoring disturbed slopes meeting criteria for Type D slopes per the MDOT Special Provision 20RC816-A245-02 SLOPE RESTORATION, NON-FREEWAY except that High Velocity Mulch Blanket may be used in lieu of Turf Reinforcement Mat. All work shall be performed in accordance with 2020 MDOT Standard Specifications for Construction.

4. Unit of Measurement: Per Square Yard (Syd)

SECTION 01 22 00 – UNIT PRICES, PART 3, Add Subpart DDD.:

DDD. _Contractor Staking

1. Description: This work consists of performing all staking as required by the Contractor to perform the work to meet the requirements of the project plans and specifications. All work shall be performed in accordance with 2020 MDOT Standard Specifications for Construction, Specification Section 00700 GENERAL CONDITIONS and this Specification. Contractor Staking will be paid at the full Lump Sum price without adjustment unless otherwise adjusted via a Contract Modification. The amount of staking included shall be determined by the Contractor to perform the work to meet the plans and specifications. At a minimum, inverts for culvert inlets and outlets and channel final grades shall be staked. Any additional staking shall be at the Contractors determination. As constructed inverts and final grades for earthwork areas shall also be surveyed in and provided as a surface file compatible with AutoCAD and submitted with the As-Builts for the project. Final grades shall be surveyed to +/- 0.1’ accuracy. Revisions or additional work for staking plan errors and extras will be coordinated through the contract Bulletin and Contract Modification process if they occur.

2. Unit of Measurement: Per Lump Sum (LSUM)

SECTION 01 22 00 – UNIT PRICES, PART 3, Add Subpart EEE.:

EEE. Sign, Type B, Temp, Prismatic, Furn

1. Description: This work shall be performed per the 2020 MDOT Standard Specifications for Construction.

2. Unit of Measure: Per Square Foot (Sft)

SECTION 01 22 00 – UNIT PRICES, PART 3, Add Subpart FFF.:

FFF. Sign, Type B, Temp, Prismatic, Oper

1. Description: This work shall be performed per the 2020 MDOT Standard Specifications for Construction.

2. Unit of Measure: Per Square Foot (Sft)

SECTION 01 22 00 – UNIT PRICES, PART 3, Add Subpart GGG.:

GGG. Barricade, Type III, High Intensity, Double Sided, Lighted, Furn

3. Description: This work shall be performed per the 2020 MDOT Standard Specifications for Construction.

4. Unit of Measure: Per Each (Ea)

Addendum 2 Page 3 of 4

SECTION 01 22 00 – UNIT PRICES, PART 3, Add Subpart HHH.:

HHH. Barricade, Type III, High Intensity, Double Sided, Lighted, Oper

1. Description: This work shall be performed per the 2020 MDOT Standard Specifications for Construction.

2. Unit of Measure: Per Each (Ea)

SECTION 31 20 00 – EARTH MOVING, PART 3, Subpart 3.15.A., Revise to:

A. Testing Agency: Owner shall engage a qualified geotechnical engineering agency to perform tests and inspections. Contractor shall notify the agency a minimum of 48 hours in advance of when testing will be required.

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

PART 1 - PRODUCTS

1.1 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.

1.2 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.

1.3 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.

Addendum 2 Page 4 of 4

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.

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.

1.4 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.

ADD SECTION 03 30 00 – CAST IN PLACE CONCRETE, attached to this addendum to Specifications

DRAWINGS

The following drawings are revised and attached to this addendum:

SHEET 3: See Attached Drawing SHEET 11: See Attached Drawing SHEET 12: See Attached Drawing SHEET 44: See Attached Drawing

End of Addendum No. 2

Bidding and Contract Document (R 03/22) Dollar Bay to Lake Linden Trails Bid Package 6 File No. 751/14068.TAP

BID SUMMARY

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

3111 W. St. Joseph Street Lansing, Michigan 48917

Bids must be submitted electronically through the SIGMA VSS website at https://sigma.michigan.gov/webapp/PRDVSS2X1/AltSelfService

FILE NUMBER

751/1408.TAP

INDEX NUMBER

51110

DEPARTMENT/AGENCY

DTMB/DNR

CONTRACT TIME(S)

Substantial Completion: November 10, 2023 Final Completion: June 30, 2024

PROJECT NAME

Dollar Bay to Lake Linden Trails Bid Package 6

LOCATION

Lake Linden, MI

BID OPENING DATE

Wednesday, January 18, 2022, at 2:00 pm ET

FOR AN EXAMINATION OF THE SITE CONTACT:

Attend Mandatory Prebid Meeting

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

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

CONSIDERATION OF THE BID PRICE (S) STATED BELOW.

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

□ Qualified Disabled Veteran

SIGMA VENDOR NUMBER

(protected information required for processing payments)

BIDDER'S SIGNATURE AND TITLE DATE

WITNESS' SIGNATURE DATE

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

BASE BID FROM BID SCHEDULE (Include specified Allowances):

____________________________________________________________________________Dollars $____________________ (use words) (in figures)

Alternate1: (Add/Subtract) ______________________________________________________ Dollars $ ____________________ (use words) (in figures)

Alternate 2: (Add/Subtract) ______________________________________________________Dollars $ ____________________ (use words) (in figures)

Alternate 3: (Add/Subtract) ______________________________________________________Dollars $ ____________________ (use words) (in figures) A PERFORMANCE BOND AND A PAYMENT BOND ARE REQUIRED FOR ALL BIDS OVER $50,000.00. EACH BID MUST BE ACCOMPANIED BY A FIVE (5) PERCENT BID GUARANTEE. BUILDERS RISK INSURANCE IS REQUIRED TO BE PROVIDED BY THE

CONTRACTOR UNLESS OTHERWISE INDICATED IN THE BID DOCUMENTS.

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

Project Scope of Work:

The project includes, but is not limited to: clearing, removal of existing drainage infrastructure, restoration of washouts, installation of new culverts, aggregate surfacing, stream bed restoration, bypass pumping and dewatering and coordination with utility companies to reopen the motorized trail.

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

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

Bidding and Contract Document (R 03/22) Dollar Bay to Lake Linden Trails Bid Package 6 File No. 751/14068.TAP

FIRM NAME TELEPHONE NUMBER and E-MAIL ADDRESS

BID SCHEDULE

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

Base Bid Item No.

Bid Quantity

Units Description

Unit Price

Item Bid Price

1 1 LSUM Mobilization, Max 4%

2 1.77 Acre Clearing

3 71 Sta Trail Clearing

4 5 Ea Culv, Rem, Less than 24 inch

5 6 Ea Culv, Rem, 24 inch to 48 inch

6 1 Ea Culv, End, Rem, Less than 24 inch

7 1 Ea Culv, End, Rem, 24 inch to 48 inch

8 20 Cyd Excavation, Earth

9 1 Sta Machine Grading

10 130 Ft Erosion Control, Check Dam, Stone

11 2 Cyd Erosion Control, Maintenance, Sediment Rem

12 13 Ea Erosion Control, Sediment Trap

13 823 Ft Erosion Control, Silt Fence

14 1 Ea Erosion Control, Bypass Pumping

15 1663 Syd Aggregate Surface Cse, 8 inch

16 4 Ea Culv End Sect, 18 inch

17 10 Ea Culv End Sect, 24 inch

18 4 Ea Culv End Sect, 36 inch

19 4 Ea Culv End Sect, Conc, 60 inch

20 2 Ea Culv End Sect, Conc, 72 inch

21 46 Ft Culv, Cl A, 18 inch

22 102 Ft Culv, Cl A, 24 inch

23 53 Ft Culv, Cl A, 36 inch

24 73 Ft Culv, Cl B, 18 inch

25 101 Ft Culv, Cl B, 24 inch

26 93 Ft Culv, Cl C, 24 inch

27 92 Ft Culv, Cl C, 36 inch

28 216 Ft Culv, Cl D, Conc, 60 inch

29 111 Ft Culv, Cl D, Conc, 72 inch

30 98 Ft Culvert Cleaning

31 98 Ft Video Taping Sewer and Culvert Pipe

32 1 LSUM Minor Traf Devices

33 727 Syd Riprap, Plain

34 5892 Syd Slope Restoration, Type D

35 16 Ea Barricade, Type III, High Intensity, Double

Sided, Lighted, Furn

Bidding and Contract Document (R 03/22) Dollar Bay to Lake Linden Trails Bid Package 6 File No. 751/14068.TAP

36 16 Ea Barricade, Type III, High Intensity, Double

Sided, Lighted, Oper

37 50 Sft Sign, Type B, Temp, Prismatic, Furn

38 1 LSUM _Contractor Staking

ALLOWANCE AMOUNT $40,000.00 $40,000.00

TOTAL (This amount should equal the Base Bid amount on the

Bid Summary Form)

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

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

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

Bidding and Contract Document (R 03/22) Dollar Bay to Lake Linden Trails Bid Package 6 File No. 751/14068.TAP

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

State Facilities Administration

Design & Construction Division

Qualified Disabled Veteran (QDV) Business Representation

‘Qualified Disabled Veteran,’ means a business entity that is 51% or more owned by one or more veterans with a service-connected disability.

‘Qualified Disabled,’ means a business entity that is 51% or more owned by one or more with a service-connected disability.

The vendor represents that it IS _____, a qualified disabled veteran.

The contractor represents and warrants that the company meets the above (when checked) and has attached supporting documentation per the following:

Each bid requesting the Qualified Disabled Veterans (QDV) preference, in accordance with Public Act 22 of 2010, MCL 18.1241.3 shall include a DD214 Proof of Service and Discharge, a Veterans Administration rating decision letter, proof of disability (if the disability is not indicated on the DD214), and appropriate legal documents setting forth the 51% natural persons QDV ownership.

Fraudulent Certification as a Qualified Disabled Veteran may result in debarment under MCL 18.264.

Certification of a Michigan Based Business

(Information Required Prior to Contract Award for Application of State Reciprocity Provisions)

To qualify as a Michigan Based Business:

Vendor must have, during the 12 months immediately preceding this bid deadline:

or If the business is newly established, for the period the business has been in existence, it has:

(Check all that apply):

Filed a Michigan single business tax return showing a portion, or all the income tax base allocated or apportioned to the State of Michigan pursuant to the Michigan Single Business Tax Act, 1975 PA 228, MCL 208.1 – 208.145:

or

Filed a Michigan income tax return showing income generated in or attributed to the State of Michigan; or

Withheld Michigan income tax from compensation paid to the bidder’s owners and remitted the tax to the Department of Treasury; or

I certify that I have personal knowledge of such filing or withholding, that it was more than a nominal filing for the purpose of gaining the status of a Michigan business, and that it indicates a significant business presence in the state, considering the size of the business and the nature of its activities.

I authorize the Michigan Department of Treasury to verify that the business has or has not met the criteria for a Michigan business indicated above and to disclose the verifying information to the procuring agency.

Bidder shall also indicate one of the following:

Bidder qualifies as a Michigan business (provide zip code: ________________)

Bidder does not qualify as a Michigan business (provide name of State: _____________).

Principal place of business is outside the State of Michigan, however service/commodity provided by a location within the State of Michigan (provide zip code: (___________).

Fraudulent Certification as a Michigan business is prohibited by MCL 18.1268 § 268. A BUSINESS THAT PURPOSELY OR WILLFULLY SUBMITS A FALSE CERTIFICATION THAT IT IS A MICHIGAN BUSINESS OR FALSELY INDICATES THE STATE IN WHICH IT HAS ITS PRINCIPAL PLACE OF BUSINESS IS GUILTY OF A FELONY, PUNISHABLE BY A FINE OF NOT LESS THAN $25,000 and subject to debarment under MCL 18.264.

Bidding and Contract Document (R 03/22) Dollar Bay to Lake Linden Trails Bid Package 6 File No. 751/14068.TAP

BID BOND

BID SUBMITTED ON the _______ day of ________________, 20____.

Bid Security is in the form of a Bid Bond _______ Bid Bond form has been duly executed _______; or

A Bank Certified or Cashier's check ___ or Money Order ___ is attached to this page ____ (If Bid Security is by Check or Money Order, the original check or money order must be delivered to the issuing office before Bid Due Time. ALL other SIGMA bid submittals are also still to be made).

If the Bidder is an Individual:

Name of Individual: _________________________________________________________

Name & Title of Person Authorized to sign: ___________________________________________

Signature: _________________________________________________________ (If not the Individual, Attach Power of Attorney) Date

Doing Business as: _________________________________________________________

Business Address: _________________________________________________________

County of registration _________________________

Telephone: _________________________ FAX: ______________________

If the Bidder is a Partnership:

By: _________________________________________________________ (True Name of the Partnership)

Partner Authorized to Sign Date

Signature: _________________________________________________________ (Attach evidence of Authority to sign) Date

Business Address: _________________________________________________________

County of registration _________________________

Telephone: _________________________ FAX _______________________

If the Bidder is a Corporation:

By: _________________________________________________________ (Legal Corporation Name)

Name & Title of Authorized Officer: __________________________________________________

Signature: _________________________________________________________ (Attach evidence of Authority to sign) Date

Name & Title of Officer Attesting: __________________________________________________

Signature: _________________________________________________________ Date

Business Address: _________________________________________________________

Telephone: _________________________ FAX _______________________

(State of Incorporation): _________________________________________________________

If The Bidder is A Joint Venture: JOINT VENTURE SIGNATURES MUST BE AS PROVIDED IN INSTRUCTIONS TO BIDDERS.

EACH JOINT VENTURER SIGNING THE BID MUST SIGN IN THE MANNER INDICATED FOR AN INDIVIDUAL, A PARTNERSHIP OR A CORPORATION. IF MORE THAN TWO JOINT VENTURERS OF THE SAME TYPE ARE INCLUDED, USE ADDITIONAL PAGES. JOINT VENTURE STATE OF INCORPORATION ___________________ OR COUNTY OF REGISTRATION

Bidding and Contract Document (R 03/22) Dollar Bay to Lake Linden Trails Bid Package 6 File No. 751/14068.TAP

POST-BID SUBMITTALS

The PSC will request this submittal after bid opening. Complete and submit these items within two business days after the request.

BIDDER’S EXPERIENCE MODIFICATION RATING (EMR) ____________

Attach letter of explanation if the Bidder does not have an EMR.

PROPOSED PROJECT SUPERINTENDENT _______________________________

Attach brief resume or list of similar successful projects.

LIST OF SIMILAR PROJECTS COMPLETED BY THE BIDDER

Please list at least three completed projects of similar size and complexity to the project being bid, with reference contact information

REFERENCE #___

Owner: _____________________________________________________________________________________

Project/Contract Name: ________________________________________________________________________

Location of Project/Contract: ____________________________________________________________________

Contract Price: _______________________ Project/Contract Started: ____________ Completed: ____________

Owner's Representative (Name and Telephone): _____________________________________________________

Scope of Project/Contract: ______________________________________________________________________

REFERENCE #___

Owner: _____________________________________________________________________________________

Project/Contract Name: ________________________________________________________________________

Location of Project/Contract: ____________________________________________________________________

Contract Price: _______________________ Project/Contract Started: ____________ Completed: ____________

Owner's Representative (Name and Telephone): _____________________________________________________

Scope of Project/Contract: ______________________________________________________________________

REFERENCE #___

Owner: _____________________________________________________________________________________

Project/Contract Name: ________________________________________________________________________

Location of Project/Contract: ____________________________________________________________________

Contract Price: _______________________ Project/Contract Started: ____________ Completed: ____________

Owner's Representative (Name and Telephone): _____________________________________________________

Scope of Project/Contract: ______________________________________________________________________

Bidding and Contract Document (R 03/22) Dollar Bay to Lake Linden Trails Bid Package 6 File No. 751/14068.TAP

POST BID SUBMITTALS: LIST OF SUBCONTRACTORS

The Apparent Low Bidder shall nominate for each Division of Specification and/or trade category, the Subcontractor to be awarded Sub-agreements, including the apparent Low Bidder if work is to be self-performed. Nominated subcontractors shall not be removed, replaced, or added to except by written request for good reason, subject to Owner acceptance.

Division, Specification Section Nominated Amount of Subcontract and/or Trade Subcontractor(s)

1.________________________ _________________________ __________________

2.________________________ _________________________ __________________

3.________________________ _________________________ __________________

4.________________________ _________________________ __________________

5.________________________ _________________________ __________________

6.________________________ _________________________ __________________

7.________________________ _________________________ __________________

8.________________________ _________________________ __________________

9.________________________ _________________________ __________________

10._______________________ _________________________ __________________

11._______________________ _________________________ __________________

12._______________________ _________________________ __________________

13._______________________ _________________________ __________________

14._______________________ _________________________ __________________

The undersigned Apparent Low Bidder _____________________________________________________________ certifies that all the information and data furnished in this List of Subcontractors are current, accurate and complete as of the date stated below.

Signed by:____________________________Name_______________________________ Title ________________________ on this __________ day of ____________________, 20_______.

Bidding and Contract Document (R 03/22) Dollar Bay to Lake Linden Trails Bid Package 6 File No. 751/14068.TAP

PERFORMANCE BOND

SURETY COMPANY REFERENCE No. __________________________________

That "the Contractor," ___________________________________________________, a corporation ___, individual ___, partnership ___, joint venture ___ of the State of __________________, qualified to do business in the State of Michigan, as Principal, and "the Surety," ____________________________________________________________________, of the State of _________________, as surety, are held and bound unto the State of Michigan, "the Owner," as Obligee, in the amount of __________________________________________________________________________ Dollars ($_________________), for the payment of which the Contractor and Surety bind themselves, their respective heirs, successors, legal representatives and assigns, jointly and severally, in compliance with 1963 PA 213, as amended, MCL 129.201 et seq.

The Contractor has entered into "the Contract" with the Owner for _______________________________________________ _______________, "the Work," covered by the Contract Documents, which are incorporated into this Performance Bond by this reference.

If the Contractor faithfully performs and fulfills all the undertakings, covenants, terms, conditions, warranties, indemnifications and agreements of the Contract Documents within the Contract Time (including any authorized changes, with or without notice to the Surety) and during the Correction Period, and if the Contractor also performs and fulfills all the undertakings, covenants, terms, conditions, warranties, indemnifications and agreements of any and all duly authorized modifications of the Contract Documents, then THIS

OBLIGATION IS VOID, OTHERWISE TO REMAIN IN FULL

FORCE AND EFFECT.

A. No change in Contract Price or Contract Time, "or equal" or substitution or modification of the Contract Documents (including addition, deletion, or other revision) releases the Surety of its obligations under this Section 00610 Performance Bond. The Surety expressly waives notice of any such change in Contract Price or Contract Time, "or equal" or substitution or modification of the Contract Documents (including addition, deletion, or other revision).

B. This Performance Bond must be solely for the protection of the Owner and its successors, legal representatives or assigns.

C. It is the intention of the Contractor and Surety that they must be bound by all terms and conditions of the Contract Documents (including, but not limited to General Conditions and this Performance Bond). However, this Performance Bond is executed pursuant to 1963 PA 213, as amended, MCL 129.201 et seq., and if any provision(s) of this Performance Bond is/are illegal, invalid, or unenforceable, all other provisions of this Performance Bond must nevertheless remain in full force and effect, and the Owner must be protected to the full extent provided by 1963 PA 213, as amended, MCL 129.201 et seq.

IMPORTANT: The Surety must be authorized to do business in the State of Michigan by the Department of Licensing and Regulatory Affairs − Insurance Bureau, must be listed on the current U.S. Department of the Treasury Circular 570, and, unless otherwise authorized by the Owner in writing, must have at least an A− Best's rating and a Class VII or better financial size category per current A. M. Best Company ratings.

Name, Address and Telephone of the Surety:

Address and Telephone of Agent, who is either a resident of, or whose principal office is maintained in, the State of Michigan

Signed and sealed this __________ day of _______________________, 20_____.

THE CONTRACTOR: (Print Full Name and Sign) By:___________________________________________________________

WITNESS ______________________________ Name & Title: __________________________________________________

Telephone No. _________________________________________________

THE SURETY: (Print Full Name and Sign) Agent: ________________________________________________________

WITNESS ______________________________ Attorney-in-Fact: ________________________________________________

Telephone No. _______________________________________________

Bidding and Contract Document (R 03/22) Dollar Bay to Lake Linden Trails Bid Package 6 File No. 751/1068.TAP

PAYMENT BOND

SURETY COMPANY REFERENCE No.___________________________________

"the Contractor," ___________________________________________________, a corporation ___, individual ___, partnership ___, joint venture ___ of the State of __________________, qualified to do business in the State of Michigan, as Principal, and "the Surety," ____________________________________________________________________, of the State of _________________, as surety, are held and bound unto the State of Michigan, "the Owner," as Obligee, in the amount of __________________________________________________________________________ Dollars ($_________________), for the payment of which the Contractor and Surety bind themselves, their respective heirs, successors, legal representatives and assigns, jointly and severally, in compliance with 1963 PA 213, as amended, MCL 129.201 et seq.

The Contractor has entered into "the Contract" with the Owner for _____________________________________________ __________________, "the Work," covered by the Contract Documents, which are incorporated into this Payment Bond by this reference.

If the Contractor promptly pays all claimants supplying labor or materials to the Contractor or to the Contractor's Subcontractors in the prosecution of the Work, then THIS

OBLIGATION IS VOID, OTHERWISE TO REMAIN IN FULL

FORCE AND EFFECT.

A. All rights and remedies on this Payment Bond are solely for the protection of all claimants supplying labor and materials to the Contractor or the Contractor's Subcontractors in the prosecution of the Work and must be determined in accordance with Michigan Law.

B. No change in Contract Price or Contract Time, "or equal" or substitution or modification of the Contract Documents (including addition, deletion, or other revision) must release the Surety of its obligations under this Payment Bond. The Surety hereby expressly waives notice of any such change in Contract Price or Contract Time, "or equal" or substitution or modification of the Contract Documents (including addition, deletion, or other revision).

C. It is the intention of the Contractor and Surety that they must be bound by all terms and conditions of the Contract Documents (including, but not limited to this Payment Bond). However, this Payment Bond is executed pursuant to 1963 PA 213, as amended, MCL 129.201 et seq., and if any provision(s) of this Payment Bond is/are illegal, invalid, or unenforceable, all other provisions of this Payment Bond must nevertheless remain in full force and effect, and the Owner must be protected to the full extent provided by 1963 PA 213, as amended, MCL 129.201 et seq.

IMPORTANT: The Surety must be authorized to do business in the State of Michigan by the Department of Licensing and Regulatory Affairs − Insurance Bureau, must be listed on the current U.S. Department of the Treasury Circular 570, and, unless otherwise authorized by the Owner in writing, must have at least an A− Best's rating and a Class VII or better financial size category per current A. M. Best Company ratings.

Name, Address and Telephone of the Surety:

Address and Telephone of Agent, who is either a resident of, or whose principal office is maintained in, the State of Michigan

Signed and sealed this __________ day of _______________________, 20_____.

THE CONTRACTOR: (Print Full Name and Sign) By:___________________________________________________________

WITNESS ______________________________ Name & Title: __________________________________________________

Telephone No. _________________________________________________

THE SURETY: (Print Full Name and Sign) Agent: ________________________________________________________

WITNESS ______________________________ Attorney-in-Fact: ________________________________________________

Telephone No. ____________________________________________________

DTMB/DNR CAST-IN-PLACE CONCRETE

Dollar Bay to Lake Linden Trail – Bid Package 6 03 30 00 - Page 1 of 15 DTMB File #751/14068.TAP 12/14/2022 OHM File #7136-20-0040

SECTION 03 30 00 - CAST-IN-PLACE CONCRETE

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Cast-in-place concrete, including concrete materials, mixture design, placement procedures, and finishes.

B. Related Requirements:

1. Section 03 10 00 "Concrete Forming and Accessories"

1.2 DEFINITIONS

A. Cementitious Materials: Portland cement alone or in combination with one or more of the following: blended hydraulic cement, fly ash, slag cement, other pozzolans, and silica fume;

materials subject to compliance with requirements.

B. Water/Cement Ratio (w/cm): The ratio by weight of water to cementitious materials.

1.3 ACTION SUBMITTALS

A. Product Data: For each of the following.

1. Portland cement.

2. Fly ash.

3. Slag cement.

4. Blended hydraulic cement.

5. Silica fume.

6. Performance-based hydraulic cement

7. Aggregates.

8. Admixtures:

a. Include limitations of use, including restrictions on cementitious materials, supplementary cementitious materials, air entrainment, aggregates, temperature at time of concrete placement, relative humidity at time of concrete placement, curing conditions, and use of other admixtures.

9. Curing materials.

10. Joint fillers.

11. Repair materials.

12. Adhesive Anchors

13. Epoxy Coated Rebar

14. Wire Mesh

15. Forms

Dollar Bay to Lake Linden Trail – Bid Package 6 03 30 00 - Page 2 of 15

B. Design Mixtures: For each concrete mixture, include the following:

1. Mixture identification.

2. Minimum 28-day compressive strength.

3. Durability exposure class.

4. Maximum w/cm.

5. Calculated equilibrium unit weight, for lightweight concrete.

6. Slump limit.

7. Air content.

8. Nominal maximum aggregate size.

9. Steel-fiber reinforcement content.

10. Synthetic micro-fiber content.

11. Indicate amounts of mixing water to be withheld for later addition at Project site if permitted.

12. Include manufacturer's certification that permeability-reducing admixture is compatible with mix design.

13. Include certification that dosage rate for permeability-reducing admixture matches dosage rate used in performance compliance test.

14. Intended placement method.

15. Submit alternate design mixtures when characteristics of materials, Project conditions, weather, test results, or other circumstances warrant adjustments.

C. Concrete Schedule: For each location of each Class of concrete indicated in "Concrete Mixtures" Article, including the following:

1. Concrete Class designation.

2. Location within Project.

3. Exposure Class designation.

4. Formed Surface Finish designation and final finish.

5. Curing process.

INFORMATIONAL SUBMITTALS

D. Qualification Data: For the following:

1. Installer: Include copies of applicable ACI certificates.

2. Ready-mixed concrete manufacturer.

3. Testing agency: Include copies of applicable ACI certificates.

E. Material Certificates: For each of the following, signed by manufacturers:

1. Cementitious materials.

2. Admixtures.

3. Curing compounds.

4. Bonding agents.

5. Adhesives.

6. Repair materials.

F. Material Test Reports: For the following, from a qualified testing agency:

1. Portland cement.

2. Fly ash.

3. Slag cement.

Dollar Bay to Lake Linden Trail – Bid Package 6 03 30 00 - Page 3 of 15

4. Blended hydraulic cement.

5. Silica fume.

6. Performance-based hydraulic cement.

7. Aggregates.

8. Admixtures:

a. Permeability-Reducing Admixture: Include independent test reports, indicating compliance with specified requirements, including dosage rate used in test.

G. Research Reports:

1. For concrete admixtures in accordance with ICC's Acceptance Criteria AC198.

2. For sheet vapor retarder/termite barrier, showing compliance with ICC AC380.

H. Preconstruction Test Reports: For each mix design.

I. Field quality-control reports.

1.4 QUALITY ASSURANCE

A. Ready-Mixed Concrete Manufacturer Qualifications: A firm experienced in manufacturing ready-mixed concrete products and that complies with ASTM C94/C94M requirements for production facilities and equipment.

1. Manufacturer certified in accordance with NRMCA's "Certification of Ready Mixed Concrete Production Facilities."

B. Laboratory Testing Agency Qualifications: A testing agency qualified in accordance with ASTM C1077 and ASTM E329 for testing indicated and employing an ACI-certified Concrete Quality Control Technical Manager.

1. Personnel performing laboratory tests to be an ACI-certified Concrete Strength Testing Technician and Concrete Laboratory Testing Technician, Grade I. Testing agency laboratory supervisor to be an ACI-certified Concrete Laboratory Testing Technician, Grade II.

C. Field Quality-Control Testing Agency Qualifications: An independent agency, qualified in accordance with ASTM C1077 and ASTM E329 for testing indicated.

1. Personnel conducting field tests to be qualified as an ACI Concrete Field Testing Technician, Grade 1, in accordance with ACI CPP 610.1 or an equivalent certification program.

1.5 DELIVERY, STORAGE, AND HANDLING

A. Comply with ASTM C94/C94M and ACI 301.

1.6 FIELD CONDITIONS

A. Cold-Weather Placement: Comply with ACI 301 and ACI 306.1 and as follows.

Dollar Bay to Lake Linden Trail – Bid Package 6 03 30 00 - Page 4 of 15

1. Protect concrete work from physical damage or reduced strength that could be caused by frost, freezing actions, or low temperatures.

2. When average high and low temperature is expected to fall below 40 deg F for three successive days, maintain delivered concrete mixture temperature within the temperature range required by ACI 301.

3. Do not use frozen materials or materials containing ice or snow.

4. Do not place concrete in contact with surfaces less than 35 deg F, other than reinforcing steel.

5. Do not use calcium chloride, salt, or other materials containing antifreeze agents or chemical accelerators unless otherwise specified and approved in mixture designs.

B. Hot-Weather Placement: Comply with ACI 301 and ACI 305.1, and as follows:

1. Maintain concrete temperature at time of discharge to not exceed 95 deg F.

2. Fog-spray forms, steel reinforcement, and subgrade just before placing concrete. Keep subgrade uniformly moist without standing water, soft spots, or dry areas.

PART 2 - PRODUCTS

2.1 CONCRETE, GENERAL

A. ACI Publications: Comply with ACI 301 unless modified by requirements in the Contract Documents.

2.2 STEEL REINFORCEMENT

A. Epoxy-Coated Reinforcing Bars: ASTM A 615/A 615M, Grade 60, deformed bars, ASTM A 775/A 775M, epoxy coated, with less than 1 percent damaged coating in each 12-inch bar length.

B. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars and welded-wire reinforcement in place. Manufacture bar supports from steel wire, plastic, or precast concrete according to CRSI's "Manual of Standard Practice."

2.3 FORM-FACING MATERIALS

A. Smooth-Formed Finished Concrete: Form-facing panels that provide continuous, true, and smooth concrete surfaces. Furnish in largest practicable sizes to minimize number of joints.

1. Plywood, metal, or other approved panel materials.

2. Exterior-grade plywood panels, suitable for concrete forms, complying with DOC PS 1, and as follows:

a. High-density overlay, Class 1 or better.

b. Medium-density overlay, Class 1 or better; mill-release agent treated and edge sealed.

c. Structural 1, B-B or better; mill oiled and edge sealed.

d. B-B (Concrete Form), Class 1 or better; mill oiled and edge sealed.

2. Overlaid Finnish birch plywood.

Dollar Bay to Lake Linden Trail – Bid Package 6 03 30 00 - Page 5 of 15

B. Rough-Formed Finished Concrete: Plywood, lumber, metal, or another approved material.

Provide lumber dressed on at least two edges and one side for tight fit.

C. Chamfer Strips: Wood, metal, PVC, or rubber strips, 3/4 by 3/4 inch, minimum.

D. Rustication Strips: Wood, metal, PVC, or rubber strips, kerfed for ease of form removal.

E. Form-Release Agent: Commercially formulated form-release agent that does not bond with, stain, or adversely affect concrete surfaces and does not impair subsequent treatments of concrete surfaces.

1. Formulate form-release agent with rust inhibitor for steel form-facing materials.

F. Form Ties: Factory-fabricated, removable or snap-off glass-fiber-reinforced plastic or metal form ties designed to resist lateral pressure of fresh concrete on forms and to prevent spalling of concrete on removal.

1. Furnish units that leave no corrodible metal closer than 1 inch to the plane of exposed concrete surface.

2. Furnish ties that, when removed, leave holes no larger than 1 inch in diameter in concrete surface.

3. Furnish ties with integral water-barrier plates to walls indicated to receive dampproofing or waterproofing.

2.4 CONCRETE MATERIALS

A. Source Limitations:

1. Obtain all concrete mixtures from a single ready-mixed concrete manufacturer for entire Project.

2. Obtain each type or class of cementitious material of the same brand from the same manufacturer's plant.

3. Obtain aggregate from single source.

4. Obtain each type of admixture from single source from single manufacturer.

B. Cementitious Materials:

1. Portland Cement: ASTM C150/C150M, Type I, gray.

2. Fly Ash: ASTM C618, Class C or F.

3. Slag Cement: ASTM C989/C989M, Grade 100 or 120.

C. Normal-Weight Aggregates: ASTM C33/C33M, graded. Provide aggregates from a single source.

1. Alkali-Silica Reaction: Comply with one of the following:

a. Expansion Result of Aggregate: Not more than 0.04 percent at one-year when tested in accordance with ASTM C1293.

Dollar Bay to Lake Linden Trail – Bid Package 6 03 30 00 - Page 6 of 15

b. Expansion Results of Aggregate and Cementitious Materials in Combination: Not more than 0.10 percent at an age of 16 days when tested in accordance with

ASTM C1567.

c. Alkali Content in Concrete: Not more than 4 lb./cu. yd. for moderately reactive aggregate or 3 lb./cu. yd. for highly reactive aggregate, when tested in accordance with ASTM C1293 and categorized in accordance with ASTM C1778, based on alkali content being calculated in accordance with ACI 301.

2. Maximum Coarse-Aggregate Size: ½ inch nominal.

3. Fine Aggregate: Free of materials with deleterious reactivity to alkali in cement.

D. Air-Entraining Admixture: ASTM C260/C260M.

E. Chemical Admixtures: Certified by manufacturer to be compatible with other admixtures that do not contribute water-soluble chloride ions exceeding those permitted in hardened concrete. Do not use calcium chloride or admixtures containing calcium chloride.

1. Water-Reducing Admixture: ASTM C494/C494M, Type A.

2. Retarding Admixture: ASTM C494/C494M, Type B.

3. Water-Reducing and -Retarding Admixture: ASTM C494/C494M, Type D.

4. High-Range, Water-Reducing Admixture: ASTM C494/C494M, Type F.

5. High-Range, Water-Reducing and -Retarding Admixture: ASTM C494/C494M, Type G.

6. Plasticizing and Retarding Admixture: ASTM C1017/C1017M, Type II.

F. Water and Water Used to Make Ice: ASTM C94/C94M, potable.

2.5 CURING MATERIALS

A. Evaporation Retarder: Waterborne, monomolecular film forming, manufactured for application to fresh concrete.

B. Absorptive Cover: AASHTO M 182, Class 2, burlap cloth made from jute or kenaf, weighing approximately 9 oz./sq. yd. when dry.

C. Moisture-Retaining Cover: ASTM C171, polyethylene film burlap-polyethylene sheet.

1. Color:

a. Ambient Temperature Below 50 deg F: Black.

b. Ambient Temperature between 50 deg F and 85 deg F: Any color.

c. Ambient Temperature Above 85 deg F: White.

D. Water: Potable or complying with ASTM C1602/C1602M.

E. Clear, Waterborne, Membrane-Forming, Nondissipating Curing Compound: ASTM C309, Type 1, Class B

2.6 CONCRETE MIXTURES, GENERAL

A. Prepare design mixtures for each type and strength of concrete, proportioned on the basis of laboratory trial mixture or field test data, or both, in accordance with ACI 301.

Dollar Bay to Lake Linden Trail – Bid Package 6 03 30 00 - Page 7 of 15

1. Use a qualified testing agency for preparing and reporting proposed mixture designs, based on laboratory trial mixtures.

B. Cementitious Materials: Limit percentage, by weight, of cementitious materials other than portland cement in concrete as follows:

1. Fly Ash or Other Pozzolans: 25 percent by mass.

2. Slag Cement: 50 percent by mass.

3. Silica Fume: 10 percent by mass.

4. Total of Fly Ash or Other Pozzolans, Slag Cement, and Silica Fume: 50 percent by mass, with fly ash or pozzolans not exceeding 25 percent by mass and silica fume not exceeding 10 percent by mass.

5. Total of Fly Ash or Other Pozzolans and Silica Fume: 35 percent by mass with fly ash or pozzolans not exceeding 25 percent by mass and silica fume not exceeding 10 percent by mass.

C. Admixtures: Use admixtures in accordance with manufacturer's written instructions.

1. Use water-reducing high-range water-reducing or plasticizing admixture in concrete, as required, for placement and workability.

2. Use water-reducing and -retarding admixture when required by high temperatures, low humidity, or other adverse placement conditions.

3. Use water-reducing admixture in pumped concrete, and concrete with a w/cm below 0.50.

4. Use corrosion-inhibiting admixture in concrete mixtures where indicated.

5. Use permeability-reducing admixture in concrete mixtures where indicated.

2.7 CONCRETE MIXTURES

A. Flowable Fill: Meeting the requirements of the MDOT 2020 Standard Specifications for Construction.

B. Concrete Patching Material: Meeting the requirements of MDOT 2020 Standard Specifications for Construction.

2.8 CONCRETE MIXING

A. Ready-Mixed Concrete: Measure, batch, mix, and deliver concrete in accordance with ASTM C94/C94M, and furnish batch ticket information.

B. Project-Site Mixing: Measure, batch, and mix concrete materials and concrete in accordance with ASTM C94/C94M. Mix concrete materials in appropriate drum-type batch machine mixer.

1. For mixer capacity of 1 cu. yd. or smaller, continue mixing at least 1-1/2 minutes, but not more than five minutes after ingredients are in mixer, before any part of batch is released.

2. For mixer capacity larger than 1 cu. yd., increase mixing time by 15 seconds for each additional 1 cu. yd..

3. Provide batch ticket for each batch discharged and used in the Work, indicating Project identification name and number, date, mixture type, mixture time, quantity, and amount of water added. Record approximate location of final deposit in structure.

Dollar Bay to Lake Linden Trail – Bid Package 6 03 30 00 - Page 8 of 15

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verification of Conditions:

1. Before placing concrete, verify that installation of concrete forms, accessories, and reinforcement, and embedded items is complete and that required inspections have been performed.

2. Do not proceed until unsatisfactory conditions have been corrected.

3.2 PREPARATION

A. Provide reasonable auxiliary services to accommodate field testing and inspections, acceptable to testing agency, including the following:

1. Daily access to the Work.

2. Incidental labor and facilities necessary to facilitate tests and inspections.

3. Secure space for storage, initial curing, and field curing of test samples, including source of water and continuous electrical power at Project site during site curing period for test samples.

4. Security and protection for test samples and for testing and inspection equipment at Project site.

3.3 FORMWORK INSTALLATION

A. Design, erect, shore, brace, and maintain formwork, according to ACI 301, to support vertical, lateral, static, and dynamic loads, and construction loads that might be applied, until structure can support such loads.

B. Construct formwork so concrete members and structures are of size, shape, alignment, elevation, and position indicated, within tolerance limits of ACI 117.

C. Limit concrete surface irregularities, designated by ACI 347 as abrupt or gradual, as follows:

1. Class A, 1/8 inch for smooth-formed finished surfaces.

2. Class C, 1/2 inch and Class D, 1 inch for rough-formed finished surfaces.

D. Construct forms tight enough to prevent loss of concrete mortar.

E. Construct forms for easy removal without hammering or prying against concrete surfaces.

Provide crush or wrecking plates where stripping may damage cast-concrete surfaces. Provide top forms for inclined surfaces steeper than 1.5 horizontal to 1 vertical.

1. Install keyways, reglets, recesses, and the like, for easy removal.

2. Do not use rust-stained steel form-facing material.

F. Set edge forms, bulkheads, and intermediate screed strips for slabs to achieve required elevations and slopes in finished concrete surfaces. Provide and secure units to support screed strips; use strike-off templates or compacting-type screeds.

Dollar Bay to Lake Linden Trail – Bid Package 6 03 30 00 - Page 9 of 15

G. Provide temporary openings for cleanouts and inspection ports where interior area of formwork is inaccessible. Close openings with panels tightly fitted to forms and securely braced to prevent loss of concrete mortar. Locate temporary openings in forms at inconspicuous locations.

H. Chamfer exterior corners and edges of permanently exposed concrete and in following locations:

1. As indicated on drawings

I. Form openings, chases, offsets, sinkages, keyways, reglets, blocking, screeds, and bulkheads required in the Work. Determine sizes and locations from trades providing such items.

J. Clean forms and adjacent surfaces to receive concrete. Remove chips, wood, sawdust, dirt, and other debris just before placing concrete.

K. Retighten forms and bracing before placing concrete, as required, to prevent mortar leaks and maintain proper alignment.

L. Coat contact surfaces of forms with form-release agent, according to manufacturer's written instructions, before placing reinforcement.

3.4 INSTALLATION OF EMBEDDED ITEMS

A. Place and secure anchorage devices and other embedded items required for adjoining Work that is attached to or supported by cast-in-place concrete.