Caltrans Office Engineer

Viewing inquiries for 11-410004

Submit new inquiry for this project


Inquiry #1: Typical details indicate backfilling safety edge and Type E Dike with a minimum 4:1 Slope. Can asphalt grindings obtained during excavation be used for this embankment or will imported borrow be required? If imported borrow required, shouldn't there be a bid item for imported borrow per ton?
Inquiry submitted 04/24/2013

Response #1:Submitted for consideration.
Response posted 04/24/2013


Response #2:Please bid per the current contract bid documents.
Response posted 04/24/2013






The information provided in the responses to bidder inquiries is not a waiver of Section 2-1.03, “Examination of Plans, Specifications, Contract, and Site of Work,” 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.