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Project Info
Order Number UPC State Project Number Last Date to Post Questions
N46 107117 0081-086-793, C501, B660,B661 8/17/2018
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Question List
Subject: Existing Bridge Plans Type: Other
Question Date: 6/26/2018 8:25:52 AM
Can the Department post the existing bridge plans?  
Answer   Date: 7/17/2018 1:04:57 PM
Existing bridge plans have been posted.  
Subject: Plans and Proposal Not Available Type: Other
Question Date: 6/21/2018 10:06:53 AM
When will the documents be available?  
Answer   Date: 7/10/2018 10:30:04 AM
Falcon Link has been corrected.  
Subject: Paving Type: Proposal
Question Date: 6/19/2018 4:33:39 PM
Phase I Construction requires significant paving/widening on I-81. With the delay in the advertisement date of two months, this work would now be started in the winter months. Asphalt plants in this area are typically closed down until early spring (April 1). With that, will the completion date be extended to represent this delay?  
Answer   Date:
Subject: Completion Date Type: Proposal
Question Date: 6/16/2018 6:49:43 AM
Sense the bid date was delayed by two months will the completion date be extended by two months?  
Answer   Date:
Subject: Asbestos Inspection Report Type: Proposal
Question Date: 6/13/2018 10:07:26 AM
Is an asbestos inspection report available?  
Answer   Date: 6/14/2018 9:19:16 AM
Report has been uploaded to Falcon.  
Subject: Temporary Pavement Type: Proposal
Question Date: 6/13/2018 10:01:20 AM
Since the milling of temporary pavement on the shoulders to correct the slope is incidental to the temporary pavement, will the repaving of the surface mix after milling be paid at contract price?  
Answer   Date:
Subject: Existing Pier Modifications Sheet 8 of 49 Type: Plan
Question Date: 6/12/2018 10:04:53 AM
What type of CRR reinforcing steel is to be used for the Existing Pier Modifications ? The plan calls out 4,820 lbs. reinforcing steel.  
Answer   Date: 6/12/2018 2:13:30 PM
In accordance with the General Notes on Bridge Plan Sheet 1 of 49, all reinforcing shall be deformed and shall conform to ASTM A615 Grade 60 except for steels noted as Corrosion Resistant Reinforcing (CRR). Pier Modification reinforcing steel is not noted as CRR.  
Subject: Prebore Piling Type: Plan
Question Date: 6/11/2018 11:20:52 AM
Specification Section 403.06(c)7 indicates that the diameter of the prebored hole for piling is determined by the material to be drilled through. Could you please indicate if the preboring will be in rock or soil?  
Answer   Date: 6/12/2018 2:14:14 PM
The purpose of the preboring is to verify that the pile can be driven without encountering obstructions in the fill. The majority of the predrilling will occur in soil; however, stones, cobbles or boulders may be present. The geotechnical report indicates the holes should be between 12 and 16 inches.  
Subject: Prebore piling Type: Plan
Question Date: 6/11/2018 11:15:49 AM
Note on sheet 2 of 49 indicates that the price for pre-boring piling will include cleaning the bottom of the hole. It appears that the piling will be driven after the pre-boring is complete. It is inevitable that material will fall to the bottom of the hole during driving operations, and once the piling are in the prebored hole there is no way to clean the bottom of the hole. Please clarify this note.  
Answer   Date:
Subject: NS excavation undercut and backfill for mse wall at abutment b Type: Bid Sheet
Question Date: 6/11/2018 11:12:36 AM
Sheet 3 of 49 in the bridge plans indicates that the 499 CY of material that may need to be undercut and backfilled with 57 stone is to be paid under the regular excavation bid item. However there is a bid item, item number 0040 to pay for this work. Could you please clarify how this will be paid?  
Answer   Date:

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