County of Beaufort Sealed Solicitation

Title: Spanish Moss Trail Battery Creek Bridge Repair Phase 2

Deadline: 11/15/2023 3:00 PM   (UTC-05:00) Eastern Time (US & Canada)

Status: In Review

Solicitation Number: IFB 110123

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: 10/10/2023 2:00 PM

Pre-Bid Meeting Details: This is a virtual meeting. Email dthomas@bcgov.net to receive your invite


Documents:

Documents as of 9/26/2023
Login to view documents
Login to view documents
Login to view documents

PLANHOLDERS:

Date Company Name
9/27/2023 9:37:16 AM Clean Masters
9/27/2023 9:46:43 AM APAC-Atlantic, Inc.
9/27/2023 9:54:31 AM M A J Enterprises Inc
9/27/2023 10:37:26 AM First Construction Management
9/27/2023 5:00:13 PM Soil Consultants Inc.
9/27/2023 10:26:06 PM TShayEnterprise
9/28/2023 8:02:10 AM Alpha Construction Company
9/28/2023 8:44:56 AM Lewallen Construction
9/29/2023 7:06:29 AM Cape Romain Contractors
9/29/2023 8:25:24 AM Diamond Concrete Products LLC
9/29/2023 10:13:48 AM Eadie's Diva D Enterprises LLC
9/29/2023 3:35:03 PM Strickland Waterproofing Co. Inc.
10/4/2023 3:34:39 PM onvia
10/10/2023 3:45:36 PM SJ Hamill Construction, LLC
10/10/2023 5:54:04 PM dodge data and analytics
10/10/2023 7:37:39 PM IVS Hydro Demolition Service
10/11/2023 2:36:02 PM R. L. Morrison & Sons, Inc.
10/12/2023 1:50:14 AM PWXPress
10/18/2023 12:07:21 PM Republic Contracting Corporation, Inc.
10/25/2023 3:59:31 PM Eastman Marine Construction LLC
10/26/2023 4:38:02 AM Dodge Data & Analytics
10/31/2023 4:19:23 PM Eastman Marine Construction, LLC
11/2/2023 2:43:50 AM Andre Construction Company LLC
11/3/2023 8:34:55 AM OQuinn Marine Construction Inc.
11/8/2023 6:59:55 PM ConstructConnect
11/9/2023 3:00:34 AM Dodge Data
11/9/2023 3:04:56 AM AG Ltd
11/9/2023 4:56:05 AM envirobidnet
11/9/2023 7:38:31 AM O'Quinn Marine Construction,Inc.
11/9/2023 8:15:40 AM Flanders Engineering Group, Inc.
11/9/2023 8:29:50 AM Dodge Data & Analytics
11/9/2023 4:17:27 PM Deltek
11/10/2023 12:56:25 PM Greenway Bridge LLC
11/11/2023 1:05:12 PM Nix Construction Company Inc.
11/13/2023 10:11:25 AM Titan Construction Management LLC
11/15/2023 6:42:36 AM McSweeney Engineers
11/27/2023 10:45:25 AM Rakes Building and Maintenance Contractors, LLC
11/27/2023 1:12:51 PM Dock Hardware & Marine fabrication
Addition 1

Posted: 10/10/2023

Type of Addition: Addendum 1 Spanish Moss Trail Bridge Repair Phase 2

Documents:

Addition 2

Posted: 10/25/2023

Type of Addition: Addendum 2

Documents:

Addition 3

Posted: 11/8/2023

Type of Addition: Addendum 3, Spanish Moss Trail Phase 2

Documents:

Addition 4

Posted: 11/15/2023

Type of Addition: In Review

Question 1

Posted: 10/18/2023

Question: 1) What is the width (transverse, side to side of bridge) of the blockouts? see sh. S3 2) Any criteria for sheeting to be driven other than plumbness tolerances and installed depth? 3) There is a sheet S8 referenced in a note on the plans [where??] but no S8. 4) Dimensions/depth of neoprene expansion joint? see C1 on S4 5) Where is the expansion joint to be installed? Only at interface between approach slabs and 12' bridge and 12' trail (ie, 2 runs at 12' for each approach slab, ie 48 LF?) 6) Locations with measurements indexed to something for control joints? 7) Concrete Washout note 3 states washouts shall be located at least 50' from storm drain, creek bank or perimeter control. This would appear to be a hard setback to maintain. Can this setback be lessened or waived? 8) Where is rock filter french drain installed, along edge of abutment facing water, or entire sheeting perimeter? Or something different? 9) Also, details notes 1 cu ft of rock on detail C2S4. Should this be 1 sq ft, 12" on a side? 10) Can we work with equipment to move riprap, etc. according to the permit? 11) Where can we stage equipment and material? 12) Section 012600 1.3A2 refers to only 5 days to propose change order pricing and schedule. This seems to be a overly quick turnaround time. Would the county consider allowing more time?

Response: See Addendum 3, which provides answers your questions above.

Posted: 10/10/2023

Type of Addition: Addendum 1 Spanish Moss Trail Bridge Repair Phase 2

Documents:

Posted: 10/25/2023

Type of Addition: Addendum 2

Documents:

Posted: 11/8/2023

Type of Addition: Addendum 3, Spanish Moss Trail Phase 2

Documents:

Posted: 11/15/2023

Type of Addition: In Review

Posted: 10/18/2023

Question: 1) What is the width (transverse, side to side of bridge) of the blockouts? see sh. S3 2) Any criteria for sheeting to be driven other than plumbness tolerances and installed depth? 3) There is a sheet S8 referenced in a note on the plans [where??] but no S8. 4) Dimensions/depth of neoprene expansion joint? see C1 on S4 5) Where is the expansion joint to be installed? Only at interface between approach slabs and 12' bridge and 12' trail (ie, 2 runs at 12' for each approach slab, ie 48 LF?) 6) Locations with measurements indexed to something for control joints? 7) Concrete Washout note 3 states washouts shall be located at least 50' from storm drain, creek bank or perimeter control. This would appear to be a hard setback to maintain. Can this setback be lessened or waived? 8) Where is rock filter french drain installed, along edge of abutment facing water, or entire sheeting perimeter? Or something different? 9) Also, details notes 1 cu ft of rock on detail C2S4. Should this be 1 sq ft, 12" on a side? 10) Can we work with equipment to move riprap, etc. according to the permit? 11) Where can we stage equipment and material? 12) Section 012600 1.3A2 refers to only 5 days to propose change order pricing and schedule. This seems to be a overly quick turnaround time. Would the county consider allowing more time?

Response: See Addendum 3, which provides answers your questions above.