Bidder Inquiries

Sign In | Create Account

Viewing inquiries for 04-2640N4

Submit new inquiry for this project


Inquiry #1: Please provide PDF cross-sections (25'/50' Intervals) of this project so contractors can accurately quantify Grading Cut/Fill Volumes.
Inquiry submitted 01/08/2018

Response #1:Submitted for consideration.
Response posted 01/09/2018


Response #2:You can download the cross sections below:

www.dot.ca.gov/dist4/construction/contracts/04-2640N4/XSections_2640N4.zip
Response posted 01/10/2018




Inquiry #2: According to Plan Sheet X-1, new structural sections 1,2,5, and 6 are to be constructed with Aggregate Subbase (Class 2); however, Bid Item #87 for Aggregate Subbase states it's class 4. Is the ASB on this project Class 4 or 2?
Inquiry submitted 01/15/2018

Response #1:Submitted for consideration.
Response posted 01/16/2018




Inquiry #3: All Traffic Handling plans (reference sheet TH-10, plan sheet 214 of 604) shows temporary pavement to be .5'HMA/1.00' AB CL4; however, according to the summary of quantities, sheet Q-3, plan sheet 357 of 604) all Temporary pavement is to have Aggregate Subbase Class 2 not Aggregate Base Class 4. Please clarify and revise plans.
Inquiry submitted 01/15/2018

Response #1:Submitted for consideration.
Response posted 01/16/2018


Response #2:Temporary pavement sections shown on the traffic handling plans should be 0.5' HMA (Type A) and 1.0' CL 2 AS. The pavement structure quantity table shown on Sheet Q-3 is correct with Class 2 Aggregate Subbase required for the temporary pavement sections.
Response posted 01/22/2018


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