Advertisements   Division Home   Bid Results   Bid Tabs   Ad Report   VDOT Forms
Project Info
Order Number UPC State Project Number Last Date to Post Questions
L20 112880 0707-056-735, B650, B699 6/21/2024
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: Bid Items Type: Proposal
Question Date: 6/18/2024 9:01:26 AM
The bid item for CL. II Riprap 38" is listed in the proposal as a pay item per square yard. It is listed on bridge plan sheet 2 to be paid by the ton. Which is correct?  
Answer   Date: 6/18/2024 10:33:14 AM
The plan summary is correct. It should be 773 Tons. Addendum is forthcoming.  
 
Question Date: 6/17/2024 2:54:19 PM
In front of Abutment A on structure # 6003 there is a signifcant amount of material to be excavated in front of the existing abutment. Is this material to be included in the structure excavation or regular excavation?  
Answer   Date: 6/18/2024 7:47:12 AM
Excavation outside the limits of structure excavation is considered regular excavation. The limits of structure excavation are defined in the detail on sheet 5 of 29.  
 
Subject: Bid Items Type: Plan
Question Date: 6/17/2024 2:47:21 PM
How is the removal of the diversion to be paid?  
Answer   Date: 6/17/2024 3:18:16 PM
Please see General Note #2 on sheet 29f on the removal of the diversion.  
 
Question Date: 6/17/2024 2:46:04 PM
How is the material, Cl. I Riprap and VDOT #1 to be paid for the temporary creek crossing of the diversion? There are no pay items associated with area of work.  
Answer   Date: 6/18/2024 12:00:06 PM
Cl. I Riprap and VDOT #1 are not required. Note #1 on sheet 29m is incorrect and will be deleted via a forthcoming addendum. The Triple 48” CMP shall be in accordance with Section 302 of the Specifications per plan revision dated 6/18/24. Riding surface shall be Aggregate Base Material, Type 1, No. 21B per Temporary Road Typical Section on sheet 29g. Earthwork has already been included in the grading summary.  
 
Subject: Bridge Posting Type: Other
Question Date: 6/11/2024 2:13:56 PM
The posted capacity of 16 tons appears to be for structure 6053, please confirm. Is structure 6003 unposted; meaning it is safe for Virginia legal loads?  
Answer   Date: 6/11/2024 3:44:54 PM
Currently structure 6003 is not posted for restricted weights.  
 
Subject: Pile Base Plates Type: Plan
Question Date: 6/11/2024 1:06:39 PM
What grade steel will the department require for the piling base plates?  
Answer   Date: 6/11/2024 1:59:45 PM
The plate is a part of the pile and should be Grade 50 as required for the pile.  
 
Subject: Plans Type: Plan
Question Date: 6/6/2024 8:20:01 AM
Are there existing bridge plans available?  
Answer   Date: 6/6/2024 11:29:04 AM
There are no original plans for Structure 6053. Structure 6003 has a partial set of copies, it appears the complete original set has been lost or mistakenly destroyed. This partial set has now been posted.  
 
Subject: Sequence of Construction Type: Plan
Question Date: 6/5/2024 9:57:42 AM
Due to the short time frame alloted for this project, espcially considering B650 is phased, will the department allow both bridges to be under construction at the same time. Can traffic be using the diversion and in the one lane condition on B650?  
Answer   Date: 6/5/2024 10:38:43 AM
VDOT would be open to this proposal from the successful Contractor contingent on approval of the plan of operations and sequence of construction. Utilization of the diversion and one lane condition on B650 should not present a problem considering the low volume of traffic however this would still need to be presented by the successful Contractor for approval.  
 

Displaying questions 1 - 6 (of 6)
Page: 1 First Previous Next Last