Bidder Inquiries

Sign In | Create Account

Viewing inquiries for 01-0H3704

Submit new inquiry for this project


Inquiry #1: The plans appear to not have variable depth cold planing and paving where it occurs. Without this, it can only be expected to return the same smoothness of the existing road. Please consider allowing variable cold planing and paving in order to maximize improvements.
Inquiry submitted 05/02/2018

Response #1:
(#1)-Your inquiry has been received and is being reviewed.
Response posted 05/02/2018


Response #2:
Your attention is directed to item #12 (PREPAVING GRINDING DAY) for correcting any pavement smoothness deficiencies.
Response posted 05/04/2018




Inquiry #2: Regarding item #8 TWW Disposal. It appears the quantity may be way over what should be anticipated for the amount of guardrail being removed. Please confirm the quantity for this item.
Inquiry submitted 05/09/2018

Response #1:
(#2)-Your inquiry has been received and is being reviewed.
Response posted 05/09/2018


Response #2:
An addendum has been issued to address this bidder inquiry. Please refer to Addendum No. 3, issued on Friday, May 11, 2018.
Please bid per the current contract documents.

Response posted 05/11/2018




Inquiry #3: The RSD files that were uploaded are a manufacturers generated file. Please upload the PPF files so that we can look at the data.
Inquiry submitted 05/10/2018

Response #1:
(#3)-Your inquiry has been received and is being reviewed.

Response posted 05/10/2018


Response #2:
An addendum has been issued to address this bidder inquiry. Please refer to Addendum No. 4, issued on Tuesday, May 15, 2018.
Please bid per the current contract documents.

Response posted 05/15/2018




Inquiry #4: Special Provisions 39-2.02B(3) and 39-2.03B(3)(a) states the grade of asphalt binder to be used or the Type A HMA is PG 64-14 and the grade of asphalt binder to be used or the RHMA-G must be PG 64-14. To our knowledge the asphalt binder doer not exist. Please confirm this is the correct asphalt binder that must be used.
Inquiry submitted 05/15/2018

Response #1:
(#4)-Your inquiry has been received and is being reviewed. If a response is not posted before bid opening addressing your inquiry, please bid per the current contract documents.
Response posted 05/15/2018


Response #2:
The grade of asphalt binder shall be PG 64-16.
Response posted 05/16/2018


The information provided in the responses to bidder inquiries is not a waiver of Section 2-1.07, "JOB SITE AND DOCUMENT EXAMINATION" of the Standard Specifications or any other provision of the contract, nor to excuse the contractor from full compliance with the contract. Bidders are cautioned that subsequent responses or contract addenda may change a previous response.


Contracting Information

Statewide Alerts and Other Information