Addendum 2 17185.pdf
PDF 160 KB Posted
- Solicitation number
- RFQ - 171 - 220000000407
- Issued by
- Keweenaw County, Michigan
About this file
This document is an Addendum #2 for the Eagle Harbor State Harbor - Harbor Improvements Project, issued by the State of Michigan Department of Technology, Management and Budget (DTMB) on behalf of the Michigan Department of Natural Resources (DNR). The addendum provides changes, eliminations, and clarifications to the project plans and specifications, including additional project supplemental information, updated plan sheets, and revised technical specifications. Key updates include the addition of a backflow preventer, revised effluent pump head requirements, updated door handle specifications, and clarification on dredging area quantification methods.
The related state and local contract opportunity is for the Eagle Harbor State Harbor - Harbor Upgrades project, located in Keweenaw County, Michigan. The project involves various harbor improvements, and bidders are instructed to submit questions via email rather than through the online vendor system. Bid attachments must be uploaded to the SIGMA VSS system, and bidders experiencing issues are directed to contact the SIGMA Help Desk or the Office of Design and Construction. COVID-19 precautions, such as potential mask requirements, are also noted.
View the file
Other files
Show all 12
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
518 Broad Street, Suite 200 St Joseph, Michigan 49085 269 932 4502
ADDENDA #2
Date: June 29, 2022
Project: Eagle Harbor State Harbor – Harbor Improvements Project
State File No.: File No. 751/12091.BDW
Owner: State of Michigan – DNR (Contracting Agency: DTMB)
This following are changes, eliminations and/or clarifications to project plans and specifications, and shall be considered by the contractor in their estimate. All of these items shall be considered as part of the contract documents.
Additional Project Supplemental Information
1. Eagle Harbor Sediment Sampling Report (8/20/21) by Coleman Engineering
2. Western Upper Peninsula Health Department (WUPHD) Septic Permit
3. Revised 1967 Record Plans
Project Plan and Specification Updates
1. DCSPEC, Section 800 Supplementary Conditions, add the following language:
“b. Work may be performed onsite simultaneously by Others, in the location of the former fuel tank to track possible contamination. Contractor to coordinate with any proposed work in this vicinity during construction to avoid interference.”
2. Plan Sheet CM-1.05 – Backflow preventer added in mechanical room as shown on Attachment #2
3. Plan Sheet CM-5.01 – Effluent pump min. head requirements updated per permit conditions as shown on
Attachment #3
4. Plan Sheet A-1.01 – Door handle and backflow preventer notes updated as shown on Attachment #4
5. Technical specification 22 11 00 Potable Water Service, replace specification with attached revised specification (Attachment #5) that includes the required backflow preventor in the mechanical room.
Questions and Clarifications Q1: Does the Owner want keypads lock with lever or mortise deadbolt with level and indicator, Please clarify.
A1: Door handle requirements have been clarified on the attached revised sheet A-1.01 as noted.
Q2: Is there any testing information available for the proposed dredge spoils?
A2: Sediment sampling was performed for the proposed dredging and the report is attached as part of this addendum (see Attachment #1)
Q3: Are there any weekends or holidays that the Owner anticipates not being able to approve work outside of ordinary hours?
A3: Memorial Day 2023, July 4, 2023, and Labor Day 2023 would not be approved at minimum. Any additional dates would be dependent upon their effect to the existing boat launch operations.
Q4: Is the 11’ tie-rod spacing the theoretical maximum or is it just based off of the PZ22 sheet size?
A4: The 11’ tie-rod spacing is the maximum allowable spacing per Detail 1 on CM 4.01.
Q5: Dredge Area C is currently a shoal of 1”-2” stone that is breaking above water. Is the Contractor expected to combine topographic and hydrographic methos to determine when the volume of 145 CY has been removed, or can an alternative method of counting truckloads be used to track an approximate volume? Or is the Contractor expected to remove all shoaled in stone from around the piers regardless of whether the quantity is over 145 CY or not?
A5: For Dredge Area C Only, an alternate method of quantify the estimated volume such as with signed truck tickets would be acceptable.
Addendum #1 Attachments Attachment 1: Section 200 Information for Bidders – Part 2 of 2
• Sediment Testing Report
• WUPHD Septic Permit
• Revised 1967 Record Plans
Attachment 2: Revised plan sheet CM-1.05 Attachment 3: Revised plan sheet CM-5.01 Attachment 4: Revised plan sheet A-1.01 Attachment 5: Revised Technical Specification 22 11 00 Potable Water Service
File details come from the government source that posted it. Updated .