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2021-052B
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Last modified
5/6/2021 12:38:34 PM
Creation date
5/6/2021 12:26:36 PM
Metadata
Fields
Template:
Official Documents
Official Document Type
Contract
Approved Date
04/06/2021
Control Number
2021-052B
Agenda Item Number
12.G.2.
Entity Name
Halley Engineering Contractors, Inc.
Subject
Award of Bid No. 2021018 for Construction of 66th Ave Roadway Widening
Area
(49th St. to 69th Street),
Project Number
IRC-1505
Bid Number
2021018
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Indian River County Purchasing Division <br />purchasing@ircgov.com <br />ADDENDUM NO. <br />Issue Date: <br />Project Name: <br />Bid Number: <br />Bid Opening Date: <br />3 <br />January 22, 2021 <br />66th Ave Widening (49th St to 69th St) — IRC -1505 <br />2021018 <br />February 3, 2021 <br />This addendum is being released to provide pre-bid meeting minutes, and answer questions received to <br />date. The information and documents containedlin this addendum are hereby incorporated in the <br />invitation to bid. This addendum must be acknowledged where indicated on the bid form, or the bid will <br />be declared non-responsive. j <br />Questions and Answers <br />1. It is possible to receive the "itemized bid schedule" in excel file? <br />Yes, provided with Addendum No.3. <br />2. Would the County consider making each of the asphalt thicknesses the same for both projects, 1A & 113? <br />Yes, we will consider this at a later time, bidding shall done per bid documents. <br />3. Can existing spot elevations or contours lines be provided for detention areas 9A, 9B & 10 so volume take offs <br />can be performed? <br />Existing spot elevations available in the detention areas were included in the cad files that have been <br />included. From the roadway cross sections in the areas of the detention areas the average existing <br />elevations are as follows 20.5 (Det Area 9A), 20.3 (Det Area 9B), and 20.0 (Det Area 10). <br />4. Will the same thickness of asphalt shown on the roadway typical sections be laid on the precast bridge decks? <br />Phase 1A Bridges: The bridges are set to accept a maximum of 1.5" of asphalt and it is suggested that we use <br />1.25" of SP 9.5 to match the final lift as shown on.the typical sections. <br />Phase 1B Bridges: No, due to the camber associated with the precast prestressed bridge decks the paving <br />thickness will vary. Refer to Sheet B-22 within the Structures Contract Plans for information relative to <br />paving thickness on the proposed bridge decks. <br />5. Will the County please provide an asbestos report for the removal of the 2 dwellings. <br />There is no dwelling to be removed. <br />
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