DTMB Addendum 2.pdf

PDF 2 MB Posted Feb 16, 2024

Attached to: 472/22098. HJD; Muskegon CF - Inside Sidewalk Repairs
Solicitation number: RFQ - 171 - 240000000220
Issued by: Kent County, Muskegon City, Michigan

About this file

Written by GovTribe AI · Apr 3, 2024

This document is a construction bid addendum for the Muskegon Correctional Facility - Inside Sidewalk Repairs project, managed by the Michigan Department of Technology, Management and Budget (DTMB) State Facilities Administration Design and Construction Division. The addendum provides updates to the pre-bid walk-through notes, plan sheets, specifications, and other items. It also includes a location map and details on the project codes, standards, and general notes. The bid opening date is set for 2/28/2024.

The document outlines special working conditions for the contractor, including mandatory background checks, restricted working hours, security protocols, tool control requirements, and other facility-specific rules. It also provides details on the phased construction approach to maintain accessibility during the project. Pricing and funding information are not included, but the document emphasizes the need for the contractor to provide their own measurements and quantities for a complete scope of work.

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2024.01.30 Muskegon CF Phase 2 Plan Set.pdf	PDF	Feb 16, 2024
BID_Addendum1_22098.pdf	PDF	Feb 16, 2024
MICHSpec (Rev03-2022) V1.4 (003).pdf	PDF	Feb 16, 2024

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DTMB-0414 (Rev 12/17)

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

State Facilities Administration Design and Construction Division

CONSTRUCTION BID ADDENDUM NO. 2

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

TO:

ALL BIDDERS

DATE ISSUED

2/16/2024

PROJECT NAME

Muskegon Correctional Facility – Inside Sidewalk Repairs

FILE NUMBER

472/22098.HJD

PROFESSIONAL

Beckett & Raeder, Inc.

PROJECT DIRECTOR

Heather DeKorte, R.A.

BID OPENING DATE:

2/28/2024

ADDENDUM ITEMS:

Pre-Bid Walk-Through Notes:

- All on-site personnel shall attend a 1-hour virtual orientation.

- Concrete forms can be left overnight.

- Metal stakes are acceptable, but quantities must be accounted for in the Contractor’s manifest.

Plan Sheets:

- Concrete pad for a future weight pit (see attached added Sheet C3.1, along with minor revisions to the cover sheet and C1.0).

Specifications:

- Appendix II shall be replaced with an updated version (see attached).

Other Items:

- Pre-Bid Walk-Through Attendance Sheet (see attached).

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: Kristofer Enlow, P.E., Beckett & Raeder, Inc. DATE: 2/16/2024

APPROVED BY:

PROJECT DIRECTOR: DATE: 2/16/2024

Heather DeKorte, R.A.

LOCATION MAP

No Scale

MUSKEGON CORRECTIONAL FACILITY - INSIDE SIDEWALK REPAIRS Date Issued: 01/31/2024

Issued for: BIDSMICHIGAN DEPARTMENT OF CORRECTION/ MUSKEGON CORRECTIONAL FACILITY

CODES AND STANDARDS

CONTRACTOR TO COMPLY WITH LATEST CONSTRUCTION CODE.

CONSTRUCTION TO COMPLY WITH NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS

INCLUDING NFPA 20, NFPA 7b, AND NFPA 70e.

CONSTRUCTION TO APPLY TO OSHA AND MIOSHA CODES AND STANDARDS.

GENERAL NOTES

CONTRACTOR EMPLOYEES SHALL HAVE USE OF THE STATE OF MICHIGAN INDOOR

BATHROOM FACILITIES.

DIMENSIONS SHOWN WERE DETERMINED BY FIELD MEASUREMENTS. ALL BIDDERS SHALL

PROVIDE THEIR OWN MEASUREMENTS AND QUANTITIES, FOR ALL REQUIRED WORK AND

SHALL BE RESPONSIBLE FOR THOSE AMOUNTS FOR A COMPLETE JOB WITH NO ADDITIONAL

COSTS TO THE STATE AFTER AWARD OF THE CONTRACT.

DAMAGE TO PAVEMENT, LAWNS, SHRUBS, TREES, FENCING, BUILDINGS, OR OTHER

STRUCTURES OR SITE APPURTENANCES, THAT RESULT FROM THE EXECUTION OF THIS

PROJECT, SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT HIS/HER EXPENSE.

PRE-CONSTRUCTION PHOTO/VIDEO DOCUMENTATION REQUIRED.

OWNER

SHEET INDEX

535 West William, Suite 101

Planning & Engineering Landscape Architecture

Beckett & Raeder, Inc.

Ann Arbor, MI 48103

663.2622 663.6759 ph fx

Beckett&Raeder RB i

Professional Service Contractor

Cover Sheet C1.0 Existing Conditions C2.0 SESC and DEMO C3.0 Layout and Materials Plan C3.1 Concrete Pad for Future Weight Pit C4.0 Grading and Utilities Plan C5.0 Site Details C5.1 Site Details C6.0 Landscape and Restoration Plan E0.0 Electrical - Notes and Legend E1.1 Electrical - Partial Site Plan - Internal Sidewalks - Electrical Demolition & New Work E3.0 Electrical - Details

IDENTIFICATION

Heather DeKorte

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

DESIGN AND CONSTRUCTION DIVISION

LOCATION

2400 S Sheridan Dr, Muskegon, MI 49442

STATE FACILITIES ADMINISTRATION

State of Michigan Project Director

Consultant

FILE NO: 472/22098.HJD

SITE

Location Maps

NOT TO SCALE

MUSKEGON

Bids Due: 02/28/24 kenlow@bria2.com email Kris Enlow

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US - 31

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E LAKETON AVE

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EVANSTON AVE

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QUARTERLINE RD

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SHERIDAN DR

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S WALKER RD

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S MILL IRON RD

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SHERIDAN DR

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S BROOKS RD

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W SHERMAN BLVD

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S GETTY ST

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TAC ASSOCIATES, LLC

AutoCAD SHX Text 4321 East Camden Road Osseo, MI 49266 Ph. (517) 254-4789 * Fax (517) 254-4886 http://www.tac-associates.com

AutoCAD SHX Text Consulting Engineers

AutoCAD SHX Text

02.15.24 ADDENDUM 2

18"

ME 34.95 ME 34.82

35.42

ME 35.60

35.48

35.73

ME 35.48

ME 35. 44

35.73 35.69

35.73

36.64

36.39

36.60

36.35

36.37

36.12

36.20

35.95

35.96

35.71

ME35.69

35.61

35.85

35.62

35.37

35.80

35.55

36.10

35.85

36.39

36.06

33.60

34.40

34.27

34.30

RIM 33.00

35.85/ME

34.75

34.50 35.00

34.60/ 35.10

35.12

34.09/ 34.59

35.30

35.04

ME34.78

35.25

34.50

34.50 34.50 34.60/ 35.10

34.50 34.60

34.75

35.70 35.84

34.09/ 34.59

34.75

34.74

34.60

C1 .0

Know what's below.

before you dig.Call

50250 15075

1. CONTRACTOR SHALL CALL MISS DIG (811) A MINIMUM OF THREE WORKING DAYS

PRIOR TO START OF CONSTRUCTION.

2. CONTRACTOR SHALL INVESTIGATE EXTENT AND LOCATION OF ALL EXISTING

UTILITIES AND SHALL BE RESPONSIBLE FOR PROTECTION AND RESTORATION OF

SAME IF DAMAGED AS A RESULT OF CONTRACTOR'S OPERATIONS.

3. TREE LOCATIONS ARE APPROXIMATED AND MUST BE CONFIRMED ON SITE.

EXISTING CONDITIONS NOTES

MDM/GPB OF WESTSHORE ENGINEERING & SURVEYING

2534 MUSKEGON, MI 49444

SURVEY PREPARED BY:

BM: FLANGE BOLT UNDER "E" IN EJIW ELEV=635.78

BENCHMARK NOTES

THE NATURAL RESOURCE CONSERVATION SERVICE SOIL SURVEY INDICATES THE SITE IS

COMPRISED OF PlfabB and PpsaaA.

PlfabB - PLAINFIELD SAND, LAKE PLAIN, 0 TO 6 PERCENT SLOPES PpsaaA - PIPESTONE-COVERT-SAUGATUCK SANDS, 0 TO 3 PERCENT SLOPES

SOIL TYPES

I N

E P

A U

Q I

S M

A N

E C

M A

L U

S N

La nd sc ap e A rc hi te ct ur e

Pl an ni ng

E ng in ee ri ng

B ec ke tt

R ae d er , I n c.

W es t W ill ia m , S ui te

A nn

A rb or , M

I 4

B ec ke tt R ae d er

R i

LEGNED

PARCEL #61-24-135-300-0002-00

CITY OF MUSKEGON

N 1/2 OF SW 1/4 SEC 35 T10N R16W, EX N 66 FT & EX W 66 FT THEREOF

LEGAL DESCRIPTION OF PROPERTY

EXISTING GATE

SALLYPORT

HOUSING UNIT 2

HOUSING UNIT 3

HOUSING UNIT 4

HOUSING UNIT 5

VOCATIONAL

BUILDING

FOOD SERVICES

HOUSING UNIT 1

HEALTH CARE

UTILITY POLE,

TYP.

CONTRACTOR SHALL ACCESS THE SITE THROUGH THE SALLYPORT. ASPHALT

PAVEMENTS THROUGHOUT THE FACILITY ARE NEW. THE CONTRACTOR WILL BE

RESPONSIBLE FOR ANY DAMAGE TO THE NEW ASPHALT PAVEMENT CAUSE BY HIS/HER

OPERATIONS.

CONSTRUCTION ACCESS

CONTRACTOR SHALL ACCESS THE SITE

THROUGH THE SALLYPORT. ASPHALT

PAVEMENTS THROUGHOUT THE FACILITY ARE

NEW. THE CONTRACTOR WILL BE RESPONSIBLE

FOR ANY DAMAGE TO THE NEW ASPHALT

PAVEMENT CAUSE BY HIS/HER OPERATIONS.

EXISTING

BASKETBALL

COURT

EXISTING

SIDEWALK

EXISTING

BASKETBALL

COURT

EXISTING TENNIS

COURT

CONCRETE PAD FOR FUTURE

WEIGHT PIT SEE SHEET C3.1

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ANTENNA TOWER

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ELEC VAULT

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WELL CAPS(2)

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ICV(3)

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ELEC PANEL

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ELEC PANEL

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EX CATCH BASIN RIM=632.44 SE INV=627.34 SW INV=627.34

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EX CATCH BASIN

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RIM=632.57

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NE INV=627.17

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W INV=627.12

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ISSUED FOR

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FINAL RECORD

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CONSTRUCTION

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472/22098.HJD

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SHEET

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IDENTIFICATION NO.

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FILE NO.

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PRELIMINARY

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CHECKED: JB

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DRAWN: MK

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DESIGNED: KE

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DATE

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APPROVED: JB

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TUEBOR

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AutoCAD SHX Text Created by Robert W. Loftis

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JAN 31, 2024

AutoCAD SHX Text Client Muskegon Correctional Facility - Inside Sidewalk Repairs

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STATE OF MICHIGAN

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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

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DESIGN AND CONSTRUCTION DIVISION

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ADAM LACH, PROJECT MANAGER

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STATE FACILITIES ADMINISTRATION

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TELEPHONE RISER

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LIGHT POLE

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UTILITY POLE

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CATCH BASIN

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WELL CAP/WATER WELL

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FIRE HYDRANT

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GAS VALVE

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WATER VALVE

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SANITARY CLEAN-OUT

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BOLLARD

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FENCE

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MISC MANHOLE

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GATE SENSOR

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SATELLITE DISH

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ICV(1)

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IRRIGATION CONTROL VALVE

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(X) INDICATES THE NUMBER OF VALVES IN THAT PARTICULAR AREA

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MICROWAVE BEAM

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MWV

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MONITOR WELL

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EXISTING IRRIGATION LINE

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SOIL TYPE DELINEATION

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EXISTING ELECTRICAL LINE

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94.00'

36.54

36.75

ME 34.82

ME 34.824.0%

36.40

N 8444.6759

N 8543.3012 E 40851.80

N 8501.4990 E 40838.10

N 8513.1378 E 40940.83

N 8471.3261 E 40927.13

LAYOUT & MATERIALS NOTES

1. ALL WORK SHALL BE COMPLETED IN CONFORMANCE WITH CURRENT ADA

STANDARDS.

2. ALL DIMENSIONS ARE TO BACK OF CURB, FACE OF BUILDING OR EDGE OF

MATERIAL UNLESS OTHERWISE NOTED.

3. ALL LINES ARE PARALLEL OR PERPENDICULAR TO THE CURB/ PAVEMENT/ BUILDING

LINE FROM WHICH THEY ARE DIMENSIONED UNLESS OTHERWISE NOTED.

4. FOLLOWING LAYOUT OF ALL MATERIALS, CONTRACTOR SHALL REVIEW WITH

OWNER'S REPRESENTATIVE.

5. ANY DISCREPANCIES IN THE LAYOUT PLAN SHOULD BE IMMEDIATELY REPORTED

TO OWNER'S REPRESENTATIVE.

6. NORTHINGS AND EASTINGS ON THE PLAN HAVE BEEN TRUNCATED BY THE

FOLLOWING: NORTHINGS: 620,000; EASTINGS: 12,600,000

PROPOSED STANDARD DUTY

CONCRETE PAVEMENT

LAYOUT & MATERIALS LEGEND

EXPANSION JOINT

CONTROL JOINT

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LIMIT OF DISTURBANCE

PHASE BOUNDARY

0 105 3015

INTERNAL WALK CONSTRUCTION SHALL BE COMPLETED IN 3 PHASES,

CONTRACTOR IS RESPONSIBLE FOR MAINTAINING AN ADA ROUTE FROM

SERVICE UNIT 1 TO FOOD SERVICE.

PHASE 1 TO BE COMPLETED BEFORE PHASE 2. PHASE 2 TO BE COMPLETED

BEFORE PHASE 3.

PHASING NOTE

Know what's below.

before you dig.Call

NEW CONSTRUCTION: STANDARD DUTY ASPHALT

CRACK FILL AND SEAL ASPHALT

EXISTING WEIGHT PIT

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AutoCAD SHX Text Concrete Pad for Future Weight Pit

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ISSUED FOR

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FINAL RECORD

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CONSTRUCTION

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472/22098.HJD

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SHEET

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IDENTIFICATION NO.

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FILE NO.

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PRELIMINARY

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CHECKED: JB

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DRAWN: MK

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DESIGNED: KE

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DATE

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APPROVED: JB

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TUEBOR

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AutoCAD SHX Text Created by Robert W. Loftis

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JAN 31, 2024

AutoCAD SHX Text Client Muskegon Correctional Facility - Inside Sidewalk Repairs

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STATE OF MICHIGAN

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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

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DESIGN AND CONSTRUCTION DIVISION

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ADAM LACH, PROJECT MANAGER

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STATE FACILITIES ADMINISTRATION

Bidding and Contract Document (R 07/23)

Project Name: Muskegon Correctional Facility – Inside Sidewalk Repairs

File No. 472/22098.HJD

APPENDIX II

SPECIAL WORKING CONDITIONS

(Michigan Department of Corrections)

DEPARTMENT OF CORRECTIONS

The Work comprising this Project will be performed at a State of Michigan Correctional Facility and the Contractor/Professional must comply with the following special working rules.

1. Contractor/Professional must submit a LEIN request consisting of name, driver’s license number, social security number, birth date, and additional information when requested, on all persons to be employed on the Project site. Such form (Vendor/Contractor LEIN Request, CAJ-1037) must be submitted directly to the Department of Corrections Designee for approval before any person's appearance at the site for Work assignments. These employees will be required to attend Contractor/Professional orientation prior to any on site activity.

2. Contractor/Professional will be allowed to work within or on Correctional Facility confines for an eight (8) hour shift as designated by the facility. Four (4) ten (10) hour shifts will be considered. No Work is allowed to be performed on Saturdays, Sundays, or State holidays without written permission from the State Agency.

The State Agency may set other time schedules as discussed during the pre-construction meeting.

Consideration will be given to using alternate shifts to minimize the length of time an area is out of service.

3. All employees of the Contractor/Professional may be subject to individual body search each time they enter the Correctional Facility. Packages or containers of any kind may be opened for inspection. Lunch boxes are not permitted inside the security perimeter. All employees of the Contractor/Professional will be required to have legal picture identification card.

4. All trucks and other mobile equipment may be subject to inspection both on arrival and upon departure from the Correctional Facility. Absolutely no fraternization between inmates and Contractor/Professional's employees will be tolerated. Any attempts at same by prisoners are to be reported immediately to the escorting officer or MDOC employee.

5. No requests for visits with inmates will be granted to Contractor/Professional's employees except where such visiting originated prior to award of the Contract.

6. Contractor/Professional must follow rules pertaining to foot and vehicle traffic as established by the Correctional Facility. Contractor/Professional must observe all off-limit restricted areas beyond which no unauthorized personnel may trespass. The Contractor/Professional and their workers may not leave the assigned Work areas.

7. Heavy equipment, power tools and machinery must be removed from the inside of the security perimeter through the assigned gate at times specified by each facility. Such heavy equipment including but not limited to power shovels, compressors, welding machines, air hammers, welding equipment, etc., must be immobilized in an acceptable manner and may not remain inside unless specifically approved by the Warden. Cutting torches and cutting tools in general must be securely locked as directed by the Agency and checked out as needed. No tools, small pipe, copper, or wire will remain on the site overnight unless acceptably secured as approved by the facility. Any gas powered equipment entering the secured perimeter must be equipped with locking gas caps at all times.

8. MDOC physical plant standards require Contractors/Professionals to provide a properly sized emergency generator(s) to be onsite with all associated equipment to ensure a quick install in an event where power may be disrupted to any part of the facility. Use of the MDOC regional emergency generator may be utilized when applicable and available. See contract documents for any specific generator requirements.

9. In the event of underground excavation work of any kind, ground penetrating radar must be used to document underground utilities, wires, cables, fiber optic, tunnels, structures etc. prior to any work being performed. When the ground must be disturbed within 6’ an underground obstacle as mentioned above, hydro-excavation must take place.

a. Any damage to an underground utility, wire, cable, fiber optic, or underground structure of any kind must be reported immediately to facility staff and a plan of action made to repair the damage immediately. Any wire, cable, or fiberoptic line that has been damaged by the Contractor/Professional, must be replaced in whole.

A splice is not an acceptable means for repair.

10. There will be no exchange, loaning or borrowing of tools, equipment, or manpower between Correctional

Facility personnel and the Contractor/Professional.

11. Specific Facility and MDOC requirements regarding tools & equipment will be covered during the Contractor/Professional orientation process prior to any on site activity. Topics covered include but are not limited to:

a. All tools and equipment within a work area which is not enclosed and secure must be disabled, secured, or removed from the facility if the entire construction crew leaves the work area/facility.

b. Clean up of the site shall be continuously maintained and at the end of each work shift all debris shall be removed from the site or placed into a dumpster as approved by the facility. All building and grounds shall be cleaned using a magnet or metal detector to ensure no debris remains. Demolition work above occupied building requires spotter below area being disturbed to collect potential falling debris.

c. Dumpsters for debris collection/recycle/removal are not allowed to be left inside the security perimeter unless approved by the Warden. In such cases the dumpster location and security will be specified by the Warden and may be required to be secured within a temporary fenced area or provided with a lockable cover. Removal of dumpsters is subject to coordination with the facility.

d. Tools, tool boxes, and equipment of contractors and/or workers performing services inside an institution shall be manifested, inventoried and inspected prior to entry into and exit from the institution. Staff designated to escort workers within the facility shall ensure tools are controlled with proper security and safety procedures and work activities are confined to authorized areas.

e. A list of Dangerous and Critical Tools will be provided to the Contractor as well as all policies and procedures dictating the security, control, and use of these of tools. Tool Control will be thoroughly covered during Contractor/Professional orientation prior to any on site activity.

f. Explosively Driven Tools and Ammunition will not be allowed.

g. Smoking, and the use and possession of tobacco products, is strictly prohibited.

h. It is a felony to bring any of the following items into a correctional facility or onto facility property where prisoners may have access to them without prior written permission of the Warden:

1. Any weapon, including a pocketknife, or other implement which may be used to injure another person, or which may be used in aiding a prisoner to escape.

2. Any alcoholic beverage or poison.

3. Any prescription drug or controlled substance without written certification of need from a licensed physician.

4. Personal cellular telephones and pagers are not permitted on facility grounds except in a locked motor vehicle in designated parking areas.

5. Audio or visual recording devices, including cameras.

12. The assigned gate through which materials, equipment and vehicles must be transported will be opened upon request between the hours as determined by agreement with facility operations.

13. Sanitary facilities will be assigned by the Correctional Facility authorities for the use of the employees of all Contractors. The MDOC or facility may require placement of portable facilities as outlined in the specifications. If used and authorized, portable sanitary facilities shall be locked at all times as when not in use.

14. Guards may be assigned to the working areas. They may inspect and search areas under construction at any time, including the Contractor/Professional's equipment.

15. Areas for employee parking, tool boxes, etc., must be assigned only by Correctional Facility authorities on the site. Remove all firearms, weapons, alcoholic beverages, drugs, medicines, or explosives from vehicles before entering Facility property. Lock vehicles when not attended.

16. Accidents - The Correctional Facility infirmary is not available to Contractor/Professional's employees.

17. The Warden of this Correctional Facility retains the right to revise these "Special Working Conditions" as required to meet facility needs.

18. Unless noted otherwise in the project documents, roofing work is not to occur between November 15th and April 1st each year, unless written authorization is provided to the Contractor.

19. The MDOC will not be responsible for receiving, storing, and handling materials or equipment for a construction contractor.

File details come from the government source that posted it. Updated Apr 3, 2024.