California Department of Transportation
 

Contract 06-0G3304

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) Are they referrig to dowels at the abutment wall which requrie an epoxy type adhesive? Or, does this contract require all reinforcement to be epoxy coated?

A1) Please see Addendum # 1 dated January 14, 2009.


Q2) On page 9 of 9, a chart is included on the drawing regarding the transverse contact joint. The existing roadway is concrete with a skew of the paving notch of the 27 degrees. Accoridng to the chart, a staggered joint is required, but your details on the general plan show a parallel joint. Which joint is correct?

A2) Contractor to bid per current contract documents.