| Agency: | State Government of Kentucky |
|---|---|
| State: | Kentucky |
| Type of Government: | State & Local |
| Posted Date: | Oct 28, 2025 |
| Due Date: | Nov 3, 2025 |
| Solicitation No: | RFB-785-2600000197-1 |
| Original Source: | Please Login to View Page |
| Contact information: | Please Login to View Page |
| Bid Documents: | Please Login to View Page |
Description: RFB-113-26 KYTC - D7 FAYETTE CO SALT SHED COLLAPSE
Department: Facilities & Support Services
Buyer: Janis Wilhoite
Solicitation Number: RFB-785-2600000197-1
Type: Request for Bids (RFB)
Category: Construction
Closing Date and Time: 11/03/2025 01:30 PM EST
| Line Number | Commodity Description | Details | Requested | |
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1
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***ONLY ONLINE BIDS WILL BE ACCEPTED FOR THIS RFB.***
Emailed and hard copies delivered by any method WILL NOT BE ACCEPTED.
On this line, Bidders must enter $0.00 for Contract Amount in the e-procurement system. Actual Contract Amount must be entered on "Official Bid Document" and submitted as an attachment in the e-procurement system. Vendors should review and update, if necessary, all addresses and contact persons for their account prior to bid submission. This information will carry forward to a contract if awarded, therefore please ensure all information is correct.
** Entire Official Bid Document and Bid Bond (if required) should be combined as one PDF and uploaded**
This structure consists of a ~84x63 half oval shaped reinforced concrete shell designed to store salt under a roof consisting of structural steel fabricated trusses with a fabric roofing material which is considered the hoop structure. The hoop structure is provided outside of this particular scope. The epoxy coated reinforced concrete walls are designed to resist the tension induced from the light framed roof and the salt via the steel reinforcement around the radius and the concrete buttresses along the sides. The concrete buttresses are built with an angled concrete wall supported by large foundations which prevent sliding. One thing of note is that this structure does not have a typical footing to support the continuous concrete walls. The walls are placed directly on the asphalt pavement creating an empirically designed intersection that prevents salt seepage that is cost effective. There is no frost depth necessary due to the presence of salts which would prevent ice formation and the reduced concern of heaving due to the nature of the building.
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Specifications
Commodity Code
912
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Service From
11/13/2025
Service To
02/26/2026
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View Purchase History
Additional Information
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