Add 1 472-19543.SDW.pdf

DTMB-0414 (Rev 6/16)

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

State Facilities Administration Design and Construction Division

CONSTRUCTION BID ADDENDUM NO. 1

This form identifies an Addendum to Bidding Documents, and incorporates interpretations or clarifications, modifications, acceptance of proposed “or equal” materials, and other information into the Bidding Documents.

Addenda will be numbered by the Professional and distributed through www.michigan.gov/SIGMAVSS as an attachment.

TO:

ALL BIDDERS

DATE ISSUED

May 9, 2023

PROJECT NAME

St. Louis Correctional Facility ADA Egress Infrastructure

FILE NUMBER

472/19534.SDW

PROFESSIONAL

Richard Mann, Straub Pettitt Yaste Architects

PROJECT DIRECTOR

Susan Wheaton

BID OPENING DATE:

May 17, 2023

ADDENDUM ITEMS:

ITEM 1 -

Reissued herewith drawing sheet C3: change the width and thickness of the new sidewalk from the asphalt walk to the corner of the Education Building. Change the radius of the corners at the sidewalk crossing.

ITEM 2 –

Modify Section 00200, Information for Bidders, paragraph 2- Permits, approvals, licenses and fees: The project has been submitted to LARA BCC for plan review for the carport structure.

Modify Section 00800, Supplementary Conditions, paragraph 1- A permit may be required from LARA BCC for the carport structure.

ITEM 3 –

Add to Section 00750, Special Working Conditions: The Facility will accommodate working hours between 6:30 am and 5:00 pm. No traffic through the sallyport gate is permitted between 11:00 and 11:30 am.

ITEM 4 –

In two (2) separate files are pictures of the work areas.

ITEM 5 –

Immediately follow are the Pre-Bid Conference Agenda and the Attendance List.

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

PROFESSIONAL: DATE

Richard Mann May 9, 2023 Straub Pettitt Yaste Architects

APPROVED BY:

Susan Wheaton PROJECT DIRECTOR DATE May 9, 2023

GRETCHEN WHITMER

GOVERNOR

STATE OF MICHIGAN

DEPARTMENT OF TECHNOLOGY, MANAGEMENT & BUDGET

LANSING

MICHELLE LANGE

DIRECTOR

Mandatory Pre‐Bid Meeting Agenda

Revisions are in Bold Purple

Project: St Louis Correctional Facility – ADA Egress Ramps File No.: 472/19534.SDW Date: Thursday, May 4, 2023, 1:00 pm

A. Introductions

1. Owner’s Representatives – Susan Wheaton RA – DTMB‐DCD – Project Director Jason Poag – DTMB‐DCD – Field Representative Trever LeBarre – MDOC – Physical Plant Corey Daly – SLF – Physical Plant Matthew Haag – SLF – Admin Manager

2. PSC’s Representatives – Richard Mann – Straub Pettitt Yaste Architects

B. Sign‐in Sheet – Please sign for evidence of attendance.

Notice: An individual is only permitted to represent one bidder at a mandatory Pre‐Bid Conference.

Prevailing wages are being used on this project.

C. Addendum ‐ If a point or concern raised during this meeting is determined by the PSC/Owner to require a change to the bidding documents, an addendum will be issued.

D. Project description – St Louis Correctional Facility – ADA Egress Ramps:

Install new concrete ramps and replace concrete walks at several buildings throughout the facility.

Add concrete pad for parking and extend the existing galvanized steel carport structure over the new parking pad.

E. Project Schedule

1. Bid due date – Wednesday, May 17, 2023 at 2:00 pm (must be received on or before 2:00 pm in the office and on SIGMA to be Accepted).

STATE OF MICHIGAN

DEPARTMENT OF TECHNOLOGY, MANAGEMENT & BUDGET

LANSING

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

2. Questions must be received by 12:00 pm Wednesday, May 10, 2023, at 12:00 pm.

3. Anticipated Ad Board/Director Agenda May 26, 2023, for contract approval.

4. After the contract is executed

i. Pre‐Construction Meeting – Scheduled after contract is executed – tentatively late summer

2023.

ii. Progress Meetings – To be determined at Pre‐Construction Meeting.

5. Contract Time

1. A detailed schedule is required from the Contractor at the start of the work.

2. Time of substantial completion. 90 days from pre‐construction meeting or Notice to Proceed.

3. Liquidated Damages. $500.00/day after substantial and final completion.

F. Bid Contents: (DC, Mich SPEC)

1. Forms required for all bids:

a. Bid Summary Form (DMB‐401)

i. Submit Bid Summary Form with bidder information filled in and signed by an Officer of the Company with original signatures. A certified copy of a pertinent Board Resolution authorizing the individual to bind the corporation shall be attached.

ii. Fill base proposal amount.

iii. Check box for Qualified Disabled Veteran if applicable.

iv. Check box for any allowances (allowances should be included in base bid per specification section 01020) $10,000.00

v. Fill in alternates to base bid – 1 (The Contract will be awarded on the basis of the Base Proposal Sum…and deductive alternate in the order the Owner accepts them.

Specification section 01030)

vi. Acknowledge addenda received.

b. Bid Schedule ‐ Fill out form in Appendix I of specifications. (If unit prices are used)

c. Professional/Contractor Demographics, Statistics and Demographics form

Fill out form in Appendix I of specifications. (Note: is sent with Notice of Award)

d. Certification Regarding Debarment, Suspension, and Other Responsibility Matters form ‐ Fill out form in Appendix I of specifications. (Note: is sent with Notice of Award)

e. Bid Bond – A certified check payable to the State of Michigan or a satisfactory bid bond executed by the bidder and surety company in the amount equal to five percent (5%) of the base proposal. Fill out form in Appendix I of specifications. Bid bond is to be furnished on the Surety’s standard form.

STATE OF MICHIGAN

DEPARTMENT OF TECHNOLOGY, MANAGEMENT & BUDGET

LANSING

G. Michigan Preferences

1. All contractors and suppliers are encouraged to use Michigan products and recycled and/or environmentally friendly products whenever possible where price, quality and performance are equal to, or superior to non‐Michigan products.

2. Certification of Michigan based business – Fill out form in Appendix I of specifications.

H. Permits –

1. The contractor is responsible for obtaining and paying for all permits required by LARA, or any other agency as required.

2. The Contractor is responsible for scheduling all inspections.

I. Contractor Supervision – The Contractor is responsible for managing and supervising the work and must be on site 100% of time.

J. Insurance Requirements – Must be submitted by contractor after notification of award of contract.

1. Workers’ Compensation and Employer’s Liability

2. Commercial General Liability

3. Commercial Automobile Liability

4. Excess Liability and any other designated in Supplementary conditions.

5. Builder’s Risk – Must be provided by the contractor per specification section 00700 part 3.4. State no longer provides.

K. Testing – The Owner will retain a professional/agency to perform inspections, tests, or approvals for those material required to meet quality control standards specified in the contract documents. However, the Contractor must assume full responsibility for testing, per Section 00700 part 5.2. Testing Allowances, if applicable are indicated in Section 01020.

L. Special Working Conditions – Working on State owned property. Working hours shall be between 6:30 AM and 5:00 PM, Monday through Friday.

Additional weekday hours or work on Saturdays or Sundays is not allowed unless written permission is granted from Corey Daly (SLF ‐ Facilities).

1. Security Clearance Request – Follow Agency Requirements ‐ LEIN and site‐specific training

M. Special Project Procedures– See Appendix III.

1. Soil Erosion and Sedimentation Control Project Procedures

2. Demolition/Remodeling Project Procedures

N. Questions / Walk the project.

5' -0

5'

-0

5'-0"±

1'-6"±

5'-0"±

3'-0"±

5' -0

'-0

5' -0

5'

-0

'-0

5'

-0

3'-0"±

C1

A

C3

F

C3

F

C1

B

C1

B

C1

A

C1

A

C1

C

C1

C

C1

C

C1

B

EXISTING FROST PORCH TO REMAIN

EXISTING FROST PORCH TO REMAIN

EXISTING FROST PORCH TO REMAIN

REMOVE EXISTING CONCRETE FLAGS

REPAIR BASE AS NEEDED

POUR NEW REINFORCED CONCRETE WALK

REMOVE EXISTING CONCRETE FLAGS

REPAIR BASE AS NEEDED

POUR NEW REINFORCED CONCRETE WALK

NOTE: AT EACH FROST PORCH LOCATION MAINTAIN

EXITTING. IF REQUIRED, PROVIDE A STEEL PLATE

COVER OVER FRESH CONCRETE

EXISTING FROST PORCH TO REMAIN

24'-0"±

7'-

5'

-0

C1

B

C1

A

C1

C

REMOVE EXISTING CONCRETE FLAGS

REPAIR BASE AS NEEDED

POUR NEW REINFORCED CONCRETE WALK

8'-0"±

5' -0

REMOVE EXISTING CONCRETE FLAGS

REPAIR BASE AS NEEDED

POUR NEW REINFORCED CONCRETE WALK

EXISTING FROST PORCH TO REMAIN

C1

C

C1

A

NOTE: AT EACH FROST PORCH LOCATION MAINTAIN

EXITTING. IF REQUIRED, PROVIDE A STEEL PLATE

COVER OVER FRESH CONCRETE

EDUCATION BUILDING

'-0

" C

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C R

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S

ID

EW

A

LK

C 1C

EXISTING ASPHALT PAVEMENT

R10'-0" R10'-0"

R10'-0

12'-0"

8" CONC. WALK

C

B S

IM

EXPANSION JOINT MATERIAL

BETWEEN ASPHALT AND CONCRETE

C

B S

IM

CONTROL JOINTS

EXPANSION JOINT

EXPANSION

JOINT

THIS AREA OF CONCRETE SIDEWALK

TO BE 8" THICK CONCRETE WITH 6x6 W2.1xW2.1 WWF

EXPANSION JOINT MATERIAL

MIN 4" GRANULAR BASE

COMPACTED TO 95%

SEALANT6X6 W2.1 X W2.1 WWF

EXISTING BUILDING WALL

EXISTING BUILDING FOUNDATION

5'-0"

3' -6

1/2"EXPANSION JOINT MATERIAL

#3 REBAR AT 18" O.C.

12" FROST PORCH

12" SIDEWALK

MASS POUR CONCRETE FROST

PORCH

CONCRETE WALK W/

6x6 W2.1 xW2.1 WWF

M

IN

CONCRETE CURB

COMPACTED SUBGRADE

COMPACTED BASE

GRADE II SAND

COMPACTED BASE

GRADE II SAND

2" STYROFOAM

COMPACTED SUBGRADE

EXISTING ASPHALT

#4 TOP AND BOTTOM

EXPN JOINT

EXPN JOINT

1/2"EXPANSION JOINT MATERIAL

EXISTING FOUNDATION WALL

EXISTING FOOTING

R 1 2

6"

1'-

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ADDENDUM #1 05/09/23

RELEASED FOR BIDS 04/18/23

DETAILS & PLANS-

EDUCATIONAL BUILDING

ST. LOUIS CORRECTIONAL

FACILITY

ADA EGRESS

INFRASTRUCTURE

FILE: 472/19534.SDW

ACCT: 472SLFMaintProj

SIDEWALK / BUILDING DETAIL

SCALE: 1" = 1'-0"C3

FEDUCATION BUILDING PLAN

SCALE: 1/8" = 1'-0"CO

FROST PORCH / WALK/ CURB DETAIL

SCALE: 1" = 1'-0"C2

E

AutoCAD SHX Text

8585 N. CROSWELL ROAD ST. LOUIS, MI 48880

State of Michigan Department of Corrections Project No. 1925

St. Louis Correctional Facility File No. 472/19534.SDW

ADA Egress Infrastructure

Addendum #1 Photos Page 1 of 5

Typical Housing Unit Entrance (Housing Unit 2)

Typical Housing Unit Entrance (Housing Unit 1)

Addendum #1 Photos Page 2 of 5

Typical Mechanical Room Entrance (Housing Unit 2)

Alternate Crack Joint Pattern (Housing Unit 1)

Addendum #1 Photos Page 3 of 5

Mechanical Room Entrance (Housing Unit 1)

Housing Unit 7 Entrance

Addendum #1 Photos Page 4 of 5

Housing Unit 7 – Exit Concrete Pad to be replaced

Yard at Housing Units 1 and 2

Addendum #1 Photos Page 5 of 5

Yard between Housing Units 1 and 2

Side Door at Food Service Building

Addendum #1 Photos Page 1 of 5

Health Care Entrance

Walk to Education Building

Addendum #1 Photos Page 2 of 5

Walk at side of Education Building

Corner of Maintenance Building

Addendum #1 Photos Page 3 of 5

Existing Carport Canopy

Addendum #1 Photos Page 4 of 5

Existing Carport Canopy

Addendum #1 Photos Page 5 of 5

Underside of Existing Carport Canopy