Viewing inquiries for 04-4G8304

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Inquiry #1: Bid item 74 calls for 940 LF of type 60C concrete barrier. This is a variable height barrier difference that is based on elevations between northbound and southbound highway 85. This footing can be as little as 1-1/2" tall and as great as 36" tall. Please provide cross sections for these areas showing the elevation differential or provide max height the footing portion of type 60C barrier will be in these areas.
Inquiry submitted 12/26/2017

Response #1:Submitted for consideration.
Response posted 12/29/2017


Response #2:Please bid per current contract document. Please refer to the Special Provision, Section 2-1.06B for available supplemental project information . There are no changes to existing grade except for 4" of additional deck on bridge and conform section.
Response posted 01/02/2018




Inquiry #2: The total tonnage for Hot Mix Asphalt (Type A) on sheet 37 of 83 for Roadway Quantities is not correct the correct total when adding together the totals from each station. This will also reflect a change in the bid quantity. Please change bid quantity and issue addendum.
Inquiry submitted 12/27/2017

Response #1:Submitted for consideration.
Response posted 12/29/2017




Inquiry #3: In regards to bid item 36 calls for 1,060 sqyd of cold plane asphalt. Sheet 37 of 83 under Roadway Quantities for Cold Plane AC Pavements along station 517+2 to 522+95 there is supposed to be 263 sqyd of cold plane and along station 524-87 to 531+38 there is supposed to be 290 sqyd of cold plane. However, on sheet 3 of 83 none of these areas are designated as cold plane AC pavement or structural section 10. These areas are labeled as structural section 9 that has no mention or designation as being clod plane AC. Section 9 is paid under bid item 34 remove asphalt concrete pavement (CY). Basically this work is double counted for in both bid items. Please designate where these cold plane areas are on sheet 3 or adjust the bid quantity 36. This will also affect the HMA in this section as well. Please clarify to that it is fair for all contractors to bid.
Inquiry submitted 12/28/2017

Response #1:Submitted for consideration.
Response posted 12/29/2017




Inquiry #4: Sheet 3 of 83 shows both northbound and southbound approach slabs as well as the entire Stevens Creek Bridge receiving the 4 inch overlay. However, sheet 78 only shows northbound 85 bridge deck and approach slabs needing the 4 inch concrete overlay. Can you please clarify.
Inquiry submitted 12/28/2017

Response #1:Submitted for consideration.
Response posted 12/29/2017


Response #2:Layout sheet does not specify work on bridge nor approach slabs. Sheet references Structure Plans.
Response posted 01/03/2018




Inquiry #5: ITEM #74, CONCRETE BARRIER, TYPE 60C:
Per A76A, this is a variable-height Barrier. Please provide X-sections, or toe-of-Barrier elevation both NB & SB so that concrete and rebar quantities, and production may be determined.

Inquiry submitted 12/29/2017

Response #1:Submitted for consideration.
Response posted 01/02/2018


Response #2:Please refer to BI #1. Bid per current contract document.
Response posted 01/02/2018






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.