California Department of Transportation

Contract 06-0H2504

The responses to bidder's inquiries, unless incorporated into a formal addendem to the contract, are not a part of the contract and are provided for the bidder's convenience only. In some instances, the question and answer may represent a summary of the matters discussed rather than a word-for-word recitation. The availability or use of information provided in the responses to bidder's inquiries is not to be construed in any way as a waiver of the provisions of Section 2-1.03 of the Standard Specifications or any other provision of the contract, the plans, Standard Specifications or Special Provisions, nor to excuse the contractor from full compliance with those contract requirements. Bidders are cautioned that subsequent responses or contract addenda may affect or vary a response previously given.

Q1) Item #12 being mandated to use either the lime slurry or the dry lime and Item # 13 is given the option of treatment methods, why the difference in the conventional hot mix than the rubberized hot mix asphalt? If the same aggregate source is used on both mixes, can the treatment method be determined by the plasticity index table given in the Special Provisions?

A1) The difference is due to the Standard(Item #12) Process vs the QC/QA (Item #13) Process. Contractor should take into consideration the contract required processes when calculating the bid prices. 11Oct10.