Addendum 1 BDC25-24-25.pdf
PDF 231 KB Posted
- Solicitation number
- ITB-10752
- Issued by
- Leon County, Florida
About this file
This document is Addendum No. 1 from the Florida Department of Environmental Protection (DEP) for Bid No. BDC25-24/25 related to road repair work at the Ichetucknee Springs State Park. The addendum addresses several questions from bidders regarding the project scope, including the extent of asphalt removal and milling, the need for base compaction, parking lot restriping and bumper stop replacement, and the location of the pipe and headwall work. The addendum clarifies that the base bid is for repair of the north-side drainage, parking lot, and existing pavement, with three additional alternates for repairs to the south, west, and east side roads and parking lots.
The addendum also confirms that density testing is required for the base, subgrade, and asphalt per FDOT standards, and that the existing base material composition is detailed in the geotechnical report. The addendum states that the contract documents, other than the items addressed in this addendum, shall remain in full force and effect.
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Text version
BDC Bid No. BDC25-24/25, Addendum #1, Page 1 of 2
FLORIDA DEPARTMENT OF
Environmental Protection
Marjory Stoneman Douglas Building
3900 Commonwealth Boulevard Tallahassee, FL 32399
Ron DeSantis Governor
Jeanette Nuñez
Lt. Governor
Shawn Hamilton Secretary
October 25, 2024
NOTICE TO APPLICANTS
ADDENDUM NO. ONE (1)
Ichetucknee Springs State Park - Road Repair
DEP BID NO. BDC25-24/25
TO BIDDERS AND PLAN HOLDERS ON THE ABOVE REFERENCED
PROJECT: PLEASE NOTE CONTENTS HEREIN AND INCLUDE, SIGNED, WITH
YOUR BID SUBMISSION.
NOTICE
It will be required that this addendum be signed in acknowledgment of receipt and that it be included with your Bid when same is submitted to Laurinda Micheels, Contracts Specialist, Bureau of Design and Construction, 3800 Commonwealth Blvd., MS #520, Tallahassee, Florida, 32399-3000. Failure to do so may be grounds for rejection of the Bid.
Signature of Contractor and Date
The following statements supersede & supplement the corresponding items in the specifications & drawings:
1. Question: How much of the asphalt needs to be removed?
Answer: 1.5” thickness across all areas indicated in the plans
2. Question: Is the intention to have the asphalt milled? If so, what is the asphalt thickness to be milled?
Answer: Yes, 1.5”
3. Question: If we are not re-working the base, why do we have to compact it?
Answer: It is not compacted on areas of milling.
4. Question: In detail 3, would the existing base need to be re-compacted if it is not disturbed?
Answer: No
BDC Bid No. BDC25-24/25, Addendum #1, Page 2 of 2
5. Question: Is the base bid just for the North side entrance & parking area?
Answer: Yes
6. Question: Does the parking lot need to be restriped after paving?
Answer: Yes
7. Question: Do the bumper stops need to be replaced after paving?
Answer: Yes, new bumpers are required.
8. Question: Where are the pipe and headwall located?
Answer: Sheet C113, on the North side
9. Question: Which phase is this for?
Answer: There are no phases; there are base bid and alternates, as follows:
Base Bid: to repair the North-side drainage, associated parking lot, existing pavement, associated repair impacts from erosion, and improve aesthetics per the contract documents.
Alternate #1: to repair the South-side entrance road per the contract documents.
Alternate #2: to repair the West-side tram road and associated parking lot per the contract documents.
Alternate #3: to repair the East-side tram road and associated parking lot per the contract documents.
10. Question: Is this for paving the entire park or only some sections?
Answer: The base bid does call for paving of the North side. The alternates, if chosen, will dictate the other sections of the park’s road to be paved.
11. Question: Is there any Drainage or pipe work associated with this?
Answer: Yes, see plans sheet C113.
12. Question: Will the broken asphalt at the North Station be required to be replaced?
Answer: Yes, see plans.
13. Question: How deep must the base work be replaced and will density be required to be achieved prior to paving?
Answer: Edge rebuild and pothole full depth will require base and subbase replacement.
Yes, density testing is required – see note sheet G102, #55:
Contractor is responsible for all density testing. Base, subgrades, and asphalt shall be tested in accordance with FDOT Standard specifications sections 120, 200, and 300.
14. Question: What kind of base is there now?
Answer: See Geotech report.
In all other respects, the contract documents of which this is an Addendum, and attachments relative thereto, shall remain in full force and effect.
NOTICE
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