17264 Addendum 2.pdf

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Attached to
751/17264. ABG; Cheboygan Lock Facility Repairs
Solicitation number
RFQ - 171 - 240000000124
Issued by
Cheboygan County, Chesaning Village, Michigan

About this file

This document is Addendum No. 2 for the Cheboygan Lock Facility Improvement Project, DTMB File No. 751/17264.ABG, issued by the Michigan Department of Natural Resources. This addendum revises and clarifies the bidding requirements for the project, including responses to questions received from bidders. The Cheboygan Lock Facility Improvement Project involves facility upgrades, with a bid due date of Wednesday, January 24, 2024, at 2:00 p.m. Eastern Time. Contractors must acknowledge receipt of this addendum on the Bid Summary form as part of their bid submission.

The addendum provides information on key items, such as staging equipment and materials, the use of gabion baskets, builders risk insurance requirements, and concrete mix design qualifications. Contractors are advised that temporary construction easements on adjacent landowner property may not be guaranteed. This project is located in Cheboygan County and Chesaning Village, Michigan.

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ADDENDUM NO. 2

A2-2000-1

CHEBOYGAN LOCK FACILITY IMPROVEMENT PROJECT DTMB FILE NO. 751/17264.ABG

ADDENDUM NO. 2

File No.: 751/17264.ABG

Department of Natural Resources

Project Name: Cheboygan Lock Facility Improvement Project

Subject: Request for Bids – Addendum 2

DATE: January 17, 2024

BID DATE: Wednesday, January 24, 2024, at 2:00 p.m. Eastern Time

TO: All Bidders

INTENT: This Addendum is issued to revise and clarify the intent of the project bid documents.

ATTACHMENTS: 1. Question Responses

All Bidders submitting a Bid on the above Contract shall carefully read this Addendum and give it consideration in the preparation of their Bid.

Contractor shall list all addenda on the Bid Form to ensure conformity in the bid.

Drawings, Specifications and/or Proposals are herein amended, expanded and/or modified, as hereinafter described, and become a part of the Contract Documents with same force and affect as if incorporated, therein, originally. Any contrary provisions contained, or referred to, in

Drawings and/or Specifications, shall remain applicable unless overridden by this Addendum.

Revised or contrary provisions herein shall not affect any other part of Contract Documents and any deletions, additions, substitutions and/or revisions mentioned, shall include all labor, materials, methods, modifications, etc. required for complete performance of the work.

The following are revisions to the Bidding and Contract Requirements:

GENERAL:

1. Questions List

DRAWINGS & SPECIFICATIONS:

1. N/A

PROJECT MANUAL:

1. N/A

ADDITIONAL KEY INFORMATION:

1. N/A

Bidder shall acknowledge receipt of this Addendum at the bottom of the Bid Summary form to be submitted as part of the greater bid.

ATTACHMENT 2 TO ADDENDUM NO. 2

SUMMARY

This Attachment 2 to Addendum No. 2 provides all bidders with responses to questions received. The questions in the following table have been received and answered by the Engineer:

Cheboygan Lock Facility Improvement Project - Addendum #2 Question Responses

ITEM DOCUMENT SECTION QUESTION RESPONSE

Column1 Column12 Column13 Column2 Column3

0001 DRAWINGS SHEET G-03 Can a crane be staged on the west end of the channel, just south of the access bridge?

During the bidding phase, it should be assumed that staging of any equipment, materials, etc.

will not be allowed on the area between the lock and the adjacent powerhouse as the ownership of the area is split between the DNR and the adjacent landowner and no temporary construction easements have been obtained. Access will be allowed as noted and in accordance with the restrictions on Sheet G-03. Any temporary easements desired for staging on adjacent landowner property during construction will be coordinated with the successful bidder as necessary but may not be guaranteed.

0002 DRAWINGS SHEET C-01 Are the gabion baskets included in this project? The gabion baskets are not included in this scope of work.

0003 PROJECT MANUAL SECTION 00700 Is a builders risk insurance policy is necessary? Builders risk insurance is necessary in accordance with Specification Section 00700.7.7.

0004 PROJECT MANUAL SECTION 03050

Is an ACI / MCA level certification an acceptable alternate to the PE Stamp for designing & signing off on concrete mix designs?

Alternative to the qualifications in Specification 03050 Section 1.06.A, the concrete mix designer may be an ACI or MCA (Level II) Certified Technician, with a minimum of 5 years of experience in the design of concrete mixes.

Page 1 of 1 1/17/2024

END ATTACHMENT 2

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