California Department of Transportation
 

Contract 05-0M7604

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) Q1) Ref Special Provision Sections10-1.01, and 10-1.26-There is some ambiguity in Sections 10-1.01 and 10-1.26 for limit of acid etched steel elements of the work. Please clarify if all rail and steel posts for Items 22 and 23 are to be acid etched.

A1) Only the galvanized steel posts are to be acid etched.


Q2) Ref Special Provision Section 10-1.26, paragraphs 5 and 9, and Plan Sheets 2, 3, 8 and 9(X-1, X-2, C-5 and C-6)- Provide your definition and quantification where details on C-5 and C-6 are required. Note that Cross Sections do not indicate any MBGR installed in existing A.C.Pvmnt and no layout or other plans show locations you require nested rail.

A2) A- C-5 is the construction detail for location 7.
C-8 is the construction detail that shows grout for metal beam guard railing through asphalt concrete. C-8 identifies 36 meters length from Sta 117+26.7 to Sta 117+62.7

B- C-6 is the construction detail for nesting. Note #5 on C-6 states that the locations of nesting as directed by the Engineer.