Bidder Inquiries

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Viewing inquiries for 10-1H7104

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Inquiry #1: We get an error when we try to download the bid book from Bid Express, Is there an issue with this project?
Inquiry submitted 02/06/2019

Response #1:The EBSX file is uploaded and ready. Your patience is appreciated.
Response posted 02/06/2019

Inquiry #2: Are the new transition blocks reinforced?
Inquiry submitted 02/07/2019

Response #1:Submitted for consideration.
Response posted 02/07/2019

Response #2:Yes, the transition barriers are reinforced as shown in Standard Plan A76B.
Response posted 02/14/2019

Please provide Traffic Handling Details and a Traffic Control Chart for ramp closure at this location.

Inquiry submitted 02/14/2019

Response #1:Submitted for consideration.
Response posted 02/15/2019

Please forgive the nature of this inquiry, but what is the purpose & expense of this project? Plans call for removal and replacement of (17) locations of relatively new Transition Concrete Barrier at median bridge approaches. Most of these locations appear to be in very good condition. However, it is the old End Blocks on the bridge wingwalls are spalling and in poor shape.

Plan sheet #8 states “Retrofit End Block (Varies)”. The only work shown there is to cut through the existing #6 slip dowels. Is this the only work on the decrepit Bridge Railing End Blocks?

Plan sheets #8, 9 & 10 do not show an existing Type 60 Barrier End Anchor (A76B) to be removed. Are there existing Barrier End Anchors to be removed?

Details shown on sheets #8, 9 & 10 call for “Sawcut and remove 3” min. wide X 2” min. deep AC/PCC and replace with Rapid setting concrete” on both the median and traffic sides of the existing Transitions. Presumably, this is to avoid spalling of the AC/PCC. Is it really the intent of the Engineer to cut & remove sections of the PCC Approach Slabs?

Plan sheets #1, 3, 4 & 8 indicate that there is work on Stockton Channel Viaduct, Br.No.29-0176L. Plan sheet #6 only shows work on Br.No.29-176R. What is correct?

As state in a previous Bid Inquiry, Barrier Transition details on sheets 8, 9 & 10 do not show any new rebar. Is rebar required in the new construction?

Inquiry submitted 02/15/2019

Response #1:Submitted for consideration.
Response posted 02/15/2019

Plan sheets #6 & 11 call for repair of the Crash Cushion Backup Block at the NB Pershing Avenue off-ramp. There is no damage as detailed on sheet #11 at the existing location in the field. Is this the correct location?

Inquiry submitted 02/15/2019

Response #1:Submitted for consideration.
Response posted 02/15/2019

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.

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