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Project Info
Order Number UPC State Project Number Last Date to Post Questions
C42 98813 0189-M06-601, B638, C501 10/16/2020
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Subject: Notice to Proceed Type: Proposal
Question Date: 9/25/2020 9:43:11 AM
What is the contract time for this project? When is the projected NTP? Completion date is listed as 11/11/2022, and early completion is based on 10/22/2022.  
Answer   Date:
Subject: cross sections Type: Plan
Question Date: 9/25/2020 9:00:16 AM
Are any cross sections available?  
Answer   Date: 9/25/2020 5:00:30 PM
Yes, cross sections are currently available in the advertised documents.  
Subject: CAD Files Type: Other
Question Date: 9/24/2020 8:22:00 AM
Are CAD files available?  
Answer   Date:
Subject: A4 Concrete Quantity Type: Bid Sheet
Question Date: 9/23/2020 3:55:10 PM
Please verify the quantity for Item 1020. Concrete Class A4. The current contract quantity seems extremely high.  
Answer   Date:
Subject: Conflict with existing piles Type: Plan
Question Date: 9/22/2020 10:08:25 AM
The plans call for the existing bridge to be removed to 2' below the mudline. It appears that the existing foundations piles could potentially conflict with the new driven piles at piers #1, 2, 3, and 4. Have the new pile foundations been designed not to be in conflict with the location of the existing piles? If not, this will require removal of the existing structure in certain locations to deeper than 2' below mudline, how will this work be paid for?  
Answer   Date: 9/24/2020 8:50:21 AM
Proposed piles vs. piles shown under as-built plans were checked and pose no potential conflict during the installation.  
Subject: Removal of the Existing Bridge Type: Proposal
Question Date: 9/21/2020 4:12:58 PM
The Bridge Plans and Permit Documents call for the existing pivot pier to be removed to 2’-0” below the mudline, but a cofferdam for this work has not been included in either document. Is it VDOT’s intent that the pivot pier is to remain as needed for the existing fender?  
Answer   Date: 9/25/2020 10:30:33 AM
Cofferdam is not allowed to avoid any impact on an existing fender system. In accordance with Road and Bridge Specification section 413.02(a), Contractor can remove structure up to the stream bed for pivot pier. Contractor may use an underwater wire saw.  
Subject: Concrete exposed to tidal water Type: Specifications
Question Date: 9/9/2020 2:38:24 PM
Will the piers and 24" concrete piles need to be coated in accordance with specification section 404.03(i)?  
Answer   Date: 9/10/2020 12:43:04 PM
Yes, the piers and 24" concrete piles need to be coated in accordance with specification section 404.03(i).  
Subject: Geotechnical Report Type: Proposal
Question Date: 9/1/2020 2:10:06 PM
The Prefabricated Vertical Drain contractors have requested the geotechnical report for the project to assist them in pricing the vertical drains. Can the project geotechnical report be provided by addendum?  
Answer   Date: 9/4/2020 8:32:24 AM
The Geotechnical Report has been posted to ProjectWise.  
Subject: Superstructure Concrete Mix Type: Proposal
Question Date: 8/31/2020 1:51:25 PM
Bid Item 1020 is for Concrete Class A4, the bridge plans general notes (Sheet 1 of 58) calls for the superstructure to be Low Shrinkage Class A4 Modified, please clarify what concrete mix is to be used for the superstructure.  
Answer   Date:
Subject: Existing Bridge Plans Type: Plan
Question Date: 8/17/2020 9:01:51 AM
Are any existing Bridge Plans available ?  
Answer   Date: 8/19/2020 11:53:57 AM
Existing bridge plans have been loaded in ProjectWise.  

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