County of Beaufort Sealed Solicitation
Title: Spanish Moss Trail Battery Creek Bridge Repair
Deadline: 3/9/2023 3:00 PM (UTC-05:00) Eastern Time (US & Canada)
Status: Cancelled
Solicitation Number: IFB 030923
Description: It is the intent of Beaufort County to solicit competitive sealed proposal from qualified and experienced marine contractors to provide construction services for the repairs to the existing Battery Creek Bridge along Spanish Moss Trail in Beaufort, South Carolina.
Pre-Bid Meeting Date: 2/23/2023 2:00 PM
Pre-Bid Meeting Details: Email victoria.moyer@bcgov.net to receive your invite.
Documents:
| Documents as of 2/6/2023 |
|---|
| Login to view documents |
| Login to view documents |
| Login to view documents |
PLANHOLDERS:
| Date | Company Name |
|---|---|
| 2/6/2023 12:14:15 PM | Sandhill ALS Construction Inc |
| 2/6/2023 12:15:37 PM | Parrish and Partners, LLC |
| 2/6/2023 1:14:23 PM | R. L. Morrison & Sons, Inc. |
| 2/6/2023 4:43:46 PM | J S Construction Services, Inc. |
| 2/6/2023 8:51:09 PM | AG Ltd |
| 2/7/2023 5:20:43 AM | envirobidnet |
| 2/7/2023 2:23:01 PM | OQuinn Marine Construction Inc. |
| 2/7/2023 3:54:24 PM | Cape Romain Contractors, Inc. |
| 2/8/2023 7:04:12 AM | Andre Construction Company LLC |
| 2/8/2023 8:05:09 AM | Kiewit Infrastructure South Co. |
| 2/8/2023 8:10:23 AM | Kiewit |
| 2/8/2023 12:27:12 PM | Abhe & Svoboda, Inc. |
| 2/8/2023 4:07:59 PM | Carolina Bridge Co |
| 2/9/2023 12:44:50 AM | Dodge Data & Analytics |
| 2/9/2023 6:53:01 AM | Dodge Data |
| 2/9/2023 2:30:47 PM | First Construction Management |
| 2/14/2023 1:15:58 PM | Dodge Data & Analytics |
| 2/16/2023 7:56:04 AM | Truluck Construction |
| 2/23/2023 5:06:57 PM | SJ Hamill Construction, LLC |
| 3/1/2023 2:35:18 PM | Rakes Building and Maintenance Contractors, LLC |
| 3/1/2023 4:30:27 PM | Decks and Docks |
| 3/3/2023 11:26:03 AM | Decks and Docks Lumber Company |
| 3/8/2023 11:11:44 AM | Rakes Building and Maintenance Contractors, LLC |
| 3/15/2023 5:18:39 AM | Deltek |
| 3/16/2023 10:49:51 AM | Nix Construction |
| 3/16/2023 2:16:10 PM | Soil Consultants Inc. |
| 3/16/2023 2:16:53 PM | Hammer Construction, LLC |
| 3/16/2023 2:21:07 PM | Cinderella Partners, Inc. |
| 3/16/2023 2:32:43 PM | E&D Contracting Services, Inc |
| 3/16/2023 2:39:45 PM | O'Quinn Marine Construction,Inc. |
| 3/16/2023 3:15:11 PM | KCI Technologies |
| 3/16/2023 3:46:25 PM | Quality Enterprises USA, Inc. |
| 3/16/2023 3:49:23 PM | Southern Road & Bridge, LLC |
| 3/21/2023 12:18:57 PM | Southern Palmetto Landscapes Inc. |
| 4/10/2023 1:30:03 PM | Mitchell Brothers, Inc. |
| 4/15/2023 12:04:43 AM | ConstructConnect |
| 5/18/2023 3:05:54 PM | ConstructConnect |
Addition 1
Posted: 3/9/2023
Type of Addition: In Review
Addition 2
Posted: 3/9/2023
Type of Addition: Bid Tab
Overview: Please see attached Bid Tab
Documents:
Addition 3
Posted: 3/16/2023
Type of Addition: Cancellation Information
Overview: lack of competition and budgetary constraints
Question 1
Posted: 2/28/2023
Question: Are we able to use CMI's product # UC-75 instead of UC-50. Jason Jones (CMI) has verified that they have 24" wide panels, so the tieback and anchor layout will not need to be changed. Jason also stated this product is significantly stronger than UC 50. J
Response: Yes, this will be an acceptable alternative sheet pile product.
Question 2
Posted: 2/28/2023
Question: #1 - Regarding the concrete trail, please provide dimensions of what is required for pour back on each end (I don't know how much will be removed)? #2 - Are the #8 dowels to be smooth or deformed shown in detail C4 on drawing S5? #3 - Are concrete trucks, company vehicles, equipment, etc. allowed to use Spanish Moss Trail? #4 - Where is the laydown area located? #5 - Spec Section 032000 Part 2.1 states rebar shall be ASTM A615 (plain). However, concrete note #3 on drawings G1 states rebar shall be ASTM A934 (epoxy coated), which is correct? #6 - Is a 6 -mil vapor barrier as specified in Spec Section 033000 Part 2.7 required under all slabs?
Response: #1 – Contractor shall be required to replace slabs that are damaged as a result of construction activities. The quantity is unknown and is based on actual damage incurred to the trail due to vehicle movements and/or construction activity. Refer to Note on Sheet S6. #2 – Deformed #3 – Yes #4 – Laydown area will be limited to areas along the trail in the vicinity of the structure. Additional laydown areas, if required, will be coordinated with the County. #5 – Use plain steel, bar does not need to be epoxy coated. #6 – Vapor barrier requirement has been removed.
Posted: 3/9/2023
Type of Addition: In Review
Posted: 3/9/2023
Type of Addition: Bid Tab
Overview: Please see attached Bid Tab
Documents:
Posted: 3/16/2023
Type of Addition: Cancellation Information
Overview: lack of competition and budgetary constraints
Posted: 2/28/2023
Question: Are we able to use CMI's product # UC-75 instead of UC-50. Jason Jones (CMI) has verified that they have 24" wide panels, so the tieback and anchor layout will not need to be changed. Jason also stated this product is significantly stronger than UC 50. J
Response: Yes, this will be an acceptable alternative sheet pile product.
Posted: 2/28/2023
Question: #1 - Regarding the concrete trail, please provide dimensions of what is required for pour back on each end (I don't know how much will be removed)? #2 - Are the #8 dowels to be smooth or deformed shown in detail C4 on drawing S5? #3 - Are concrete trucks, company vehicles, equipment, etc. allowed to use Spanish Moss Trail? #4 - Where is the laydown area located? #5 - Spec Section 032000 Part 2.1 states rebar shall be ASTM A615 (plain). However, concrete note #3 on drawings G1 states rebar shall be ASTM A934 (epoxy coated), which is correct? #6 - Is a 6 -mil vapor barrier as specified in Spec Section 033000 Part 2.7 required under all slabs?
Response: #1 – Contractor shall be required to replace slabs that are damaged as a result of construction activities. The quantity is unknown and is based on actual damage incurred to the trail due to vehicle movements and/or construction activity. Refer to Note on Sheet S6. #2 – Deformed #3 – Yes #4 – Laydown area will be limited to areas along the trail in the vicinity of the structure. Additional laydown areas, if required, will be coordinated with the County. #5 – Use plain steel, bar does not need to be epoxy coated. #6 – Vapor barrier requirement has been removed.