DOT-SS-23-9098-PB PUR 7776.pdf
PDF 162 KB Posted
- Attached to
- High Capacity Geosynthetic Direct Shear Machine
- Solicitation number
- SS-05530
- Issued by
- Leon County, Florida
About this file
This document is a Description of Intended Single Source Purchase (PUR 7776) issued by the Florida Department of Transportation (FDOT). FDOT is seeking to procure a High Capacity Geosynthetic Direct Shear Machine to be used by its State Materials Office for performing direct shear testing on soil materials used in the design of Mechanically Stabilized Earthen Walls. The target vendor is Gilson Company, Inc., and the estimated dollar amount for the purchase is $46,000. FDOT has determined that this specialized equipment is only available from a single source, and is seeking information from prospective vendors by June 23, 2023, to confirm the unavailability of competition. If FDOT determines that the commodities or services are indeed available only from a single source, it will post a notice of its intended decision to enter into a single-source purchase contract on the Vendor Bid System.
The justification for the single-source acquisition is that the High Capacity Geosynthetic Direct Shear Machine allows for testing of larger soil particle sizes, up to 2 inches, which is more representative of the materials used in construction of Mechanically Stabilized Earthen Walls in Florida. This is expected to result in increased friction angles and cost savings by reducing the length of geosynthetic straps required.
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Text version
STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION
FDOT DESCRIPTION OF INTENDED
SINGLE SOURCE PURCHASE
(PUR 7776)
375-040-53
PROCUREMENT
03/19
PUR 7776 (rev.10/14) Page 1 of 2 60A-1.010, F.A.C.
AGENCY: DEPARTMENT OF TRANSPORTATION
TITLE: High Capacity Geosynthetic Direct Shear Machine
Short description of the commodity or service desired: High Capacity Geosynthetic Direct Shear Machine
CONTACT
Name: Paul Baker
Address: 605 Suwanneee Street, MS 20, Tallahasseee, FL 32399
Telephone: 850-414-4412
Email: paul.baker@dot.state.fl.us
Internal tracking number, if any: DOT-SS-23-9098-PB
Date posted: 6/5/2023 Last day for receipt of information:6/23/2023
This description of commodities or contractual services intended for purchase from a single source is posted in accordance with section 287.057(3)(c), Florida Statutes and will remain posted for a period of at least 15 business days.
Commodity or Service Required (commodity class and group, manufacturer, model, and description, as appropriate):
11111500, 22101900, 41113900
Quantity or Term (as appropriate): One (1) - High Capacity Geosynthetic Direct Shear Machine
Requestor (division, bureau, office, individual, as appropriate): Brandi Bertram
Performance and/or Design Requirements (intended use, function or application, compatibility etc. requirements; reference to policy, rule, statute or other act of the Legislature, etc., as appropriate): The State Materials Office currently performs direct shear testing for materials used in the design of Mechanically Stabilized Earthen Walls (MSE Walls). The test is performed in accordance with the AASHTO and FM T-236 test methodology for soil materials. The test method requires the maximum size of the soil particles be such that the test chamber is no less than six times the maximum particle size. For the device the lab currently uses, the maximum size particle of soil able to be tested is 2.24mm. Construction allows for the use of larger particle sizes (up to 2 inches) for soil materials. In many areas of Florida, including South Florida, Limerock materials may have a significant portion (over 50%) over this particle size, requiring the test be performed on materials that do not fully constitute the full scope of material gradation used onsite and provide an ultra-conservative friction angle result. By purchasing this device, the laboratory will be able to test significantly larger particles which would be more representative of materials used in the construction of the MSE Walls. A study performed by FHWA found that testing larger particle sizes increased the friction angles by 5-6 degrees. Implementing this equipment would allow for the use of materials in MSE walls that would have failed testing at smaller particle sizes to pass with larger particle sizes (increasing the availability of backfill materials for construction). Further, if the design friction angle were increased, it would decrease the length of the geosynthetic straps used in the MSE wall construction therefore providing a cost-savings to the project.
Intended source (vendor, contractor): Gilson Company, Inc.
Estimated Dollar Amount: $46,000
Justification for single source acquisition (what is necessary and unique about the product, service or source; steps taken to confirm unavailability of competition, as appropriate): This device is manufactured and sold by the Gilson Company. There are no available alternatives to this device.
Approved By: (names & titles, as appropriate to Post on Vendor Bid System (VBS), e.g., requestor, requestor management, information systems, budget, purchasing):
Authorized Signature Title
DocuSign Envelope ID: 3CBFBADC-F060-4AF2-B25C-6CA8403A0ED9
State Purchasing Administrator
STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION
FDOT DESCRIPTION OF INTENDED
SINGLE SOURCE PURCHASE
(PUR 7776)
375-040-53
PROCUREMENT
03/19
PUR 7776 (rev.10/14) Page 2 of 2 60A-1.010, F.A.C.
Central Office Legal Review:
Authorized Signature Title
Legal review by the Office of General Counsel is required prior to posting. Please coordinate with District Legal
Counsel prior to submission to the Office of General Counsel, MS-58.
Prospective vendors are requested to provide information regarding their ability to supply the commodities or contractual services described. If it is determined in writing by the agency, after reviewing any information received from prospective vendors, that the commodities or contractual services are available only from a single source, the agency shall:
1. Provide notice of its intended decision to enter a single-source purchase contract in the manner specified in s.120.57 (3) F.S.
DocuSign Envelope ID: 3CBFBADC-F060-4AF2-B25C-6CA8403A0ED9
Assistant General Counsel
| 2023-06-05T11:59:08-0700 | |
| Digitally verifiable PDF exported from www.docusign.com |
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