Advertisements   Division Home   Bid Results   Bid Tabs   Ad Report   VDOT Forms   Login Or Create Account    
Project Info
Order Number UPC State Project Number Last Date to Post Questions
M85 126950 0264-134-975, C501 7/18/2025
Search Questions
Search
Question Type  
    The last date to post questions has passed. Any questions posed 72 hours before the letting date may not be answered. Export Q&A    
Question List
Subject: Guardrail Installation Type: Plan
Question Date: 7/17/2025 10:47:59 AM
On Sheet X1 of the cross sections STA 28+50 shows the Proposed Guardrail very close to the propose 24" RCP we would be installing in the shoulder. Is contractor expected to hand dig posts for the length of the 24" RCP run?  
Answer   Date: 7/18/2025 12:50:08 PM
Constructing the guardrail through this section is feasible using standard practices with an additional block for horizontal clearance.  
 
Subject: Bypass Flow Rates Type: Plan
Question Date: 7/17/2025 10:44:30 AM
Please confirm bypass flows of 8,680 GPMs for Structure 3-12 & 3-13 and 9,470 GPMs for Structure 4-1 on Sheet 2 of the plans.  
Answer   Date: 7/18/2025 12:50:25 PM
Based on the 50 year storm event, these are required pump capacities.  
 
Subject: Weephole Cleaning and Repair Type: Plan
Question Date: 7/16/2025 1:07:54 PM
For the Retaining Wall Weephole cleaning and repair detailed on sheet 8(3), please confirm that the intent is to do all of this work from the front outer face of the Retaining wall, and the back side of the weephole does not need to be exposed?  
Answer   Date: 7/18/2025 12:06:53 PM
Confirmed. All retaining wall weephole cleaning and repair work is expected to be performed from the front outer face of the retaining wall.  
 
Subject: Affirmative Action Goals Type: Specifications
Question Date: 7/14/2025 8:24:22 AM
The SP0F0-000150-01 of the Contract Documents includes: (1) the [Notice of Requirement for Affirmative Action to Ensure Equal Employment Opportunity] and (2) [Standard Federal EEO Construction Contract Specifications]. It appears that both documents are based upon Executive Order 11246. Executive Order 11246 was revoked by Executive Order 14173. Given this, please confirm that these documents and any other provisions in the Contract Documents based on Executive Order 11246 do not apply to this Project, will not be enforced, and will be removed from the Contract Documents via amendment.  
Answer   Date: 7/14/2025 9:45:15 AM
The requirements of Executive Order (EO) 11246 will remain in this contract. The Department recognizes that Presidential EO 14173 (1/21/2025) revoked EO 11246 (Equal Employment Opportunity). However, EO 14173 is directed to Federal agencies, and implementation of the new EO requires Federal agencies to issue new guidance. As of this date, FHWA has not issued any guidance or revised its rules and regulations to implement EO 14173. Therefore, until such time as FHWA issues new guidance or revises its rules and regulations, VDOT will continue to comply with current Federal program requirements and incorporate those requirements into its federally funded contracts.  
 
Subject: JB-1 Type: Plan
Question Date: 7/9/2025 1:09:07 PM
Plans call out 3 EA JB-1 (Structure: 3-2, 3-4, and 4-1). Are these structures intended to be Cast-in-place? If not will the owner provide a bid item to install precast JB-1?  
Answer   Date: 7/11/2025 3:57:30 PM
Yes, JB-1 Structures 3-2, 3-4, and 4-1 are to be cast-in-place.  
 
Subject: Bedding Material No. 25 or 26 Type: Plan
Question Date: 7/9/2025 11:30:34 AM
For Bid Item 0060 - Bedding Matl. Aggr. No. 25 or 26 - 310 TON it is unclear what this material is for. Can the owner delineate where the bedding No. 25 or 26 is located? The No. 25 or 26 stone for the SWM Access Road on Sheet 3 and 4 is associated with Bid Item 0410.  
Answer   Date: 7/11/2025 4:14:59 PM
310 TONS of aggregate 25 or 26 is for additional pipe bedding as shown in cross section sheets x1 through x7.  
 
Subject: Geotech Report Type: Specifications
Question Date: 7/9/2025 11:21:06 AM
Can the owner provide a geotechnical report?  
Answer   Date: 7/14/2025 11:38:13 AM
Reports are now available.  
 
Question Date: 7/16/2025 7:12:53 AM
SPECIAL PROVISION FOR FOUNDATION SOILS STABILIZATION UTILIZING HIGH DENSITY POLYURETHANE FOAM (HDPF): What is the minimum improvement or subgrade strength that needs to be achieved to ensure suitable subgrade stabilization with HDPF Grout Treatment below the wall?  
Answer   Date: 7/16/2025 3:37:23 PM
The required parameters of improved subgrade are provided in the SP for HDPF Grout.  
 
Question Date: 7/16/2025 7:11:31 AM
On Sheet 8(3) of the plans, the HDPF grout treatment bottom elevation is -21’ (approximately 30 feet below the bottom of the wall). Please confirm this bottom treatment elevation for the HDPF is to be applied between Station 29+00 to 36+00 below the existing wall.  
Answer   Date: 7/16/2025 3:36:49 PM
Confirmed.  
 
Subject: site meeting Type: Other
Question Date: 6/23/2025 11:41:06 AM
Will there be a pre-bid site meeting? if so, do you have a date and time?  
Answer   Date: 6/24/2025 9:15:44 AM
No, there will not be a pre-bid site meeting for this project. Bidders will need to conduct site reviews independently if they so choose.  
 

Displaying questions 1 - 8 (of 8)
Page: 1 First Previous Next Last 

Construction Advertisement Bulletin Board (CABB)
Update Profile
CABB v2.0 © 2008 Virginia Department of Transportation 5/19/2026 8:28:19 AM 2008