Proposed_Plans_for_Laurel_Bay_Rd_(S-116)_Pathway_Repair.pdf

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Attached to
SC 116 Laurel Bay Pathway Repairs
Solicitation number
042426
Issued by
Beaufort County, South Carolina

About this file

This is a proposed plans document for pathway repairs on South Carolina Route 116 (Laurel Bay Road) in Beaufort County, prepared in conjunction with the South Carolina Department of Transportation (SCDOT). The project addresses repairs to an existing 10-foot-wide concrete shared-use pathway spanning approximately 3.417 miles on the north side of Laurel Bay Road from Trask Parkway (US 21) to the Laurel Bay Housing Complex. The scope of work identified in the plans includes extensive grading and stabilization work at multiple stations along the pathway, removal and replacement of broken concrete panels, and installation of flowable fill to address voids beneath the existing pathway. The document details estimated quantities for numerous repair locations, including muck excavation (ranging from 0.93 cubic yards to 96.67 cubic yards per location), borrow excavation (1.30 to 135.33 cubic yards per location), flowable fill installation (0.03 to 1.11 cubic yards per location), and concrete sidewalk replacement (11.10 to 33.30 square yards per location). The plans were digitally signed by James Hinson on April 18, 2024, and prepared by J. Bragg Consulting, Inc., which is noted as responsible only for items specifically identified on the plan sheets. Bids for this project were due electronically by 3:00 pm EST on Friday, April 24, 2026, with a non-mandatory pre-bid conference held on Friday, April 10, 2026 at 2:00 pm via Teams, and a question submission deadline of 5:00 pm on Wednesday, April 15, 2026.

The contract will be awarded to the lowest responsive, responsible bidder with a fixed contract time of 30 calendar days following issuance of the Notice to Proceed. Bidders must be pre-qualified prime contractors on SCDOT's approved list and maintain specific insurance requirements, including workers' compensation, commercial general liability coverage of $1,000,000 per occurrence/$2,000,000 aggregate, comprehensive automobile liability of $500,000 combined single limit, and umbrella liability of at least $2,000,000. Bid security equal to five percent of the total bid amount is required, with performance and payment bonds each equal to 100 percent of the contract amount required upon award. The project is subject to Small and Minority Business Participation (S/MBE) Program requirements, requiring contractors to demonstrate good faith efforts to recruit S/MBE subcontractors and submit monthly compliance status reports. All contractors must register in the federal System for Award Management (SAM) and comply with applicable federal requirements including the Davis-Bacon Act, with applicable Davis-Bacon minimum wage rates required. Beaufort County permit fees are waived; however, contractors remain responsible for any city or town permit fees and licenses. No specific contract award value or budget range is disclosed in the available procurement documents.

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Text version

Digitally signed by James Hinson Date:

2024.04.18 23:35:23-04'00'

Hinson Date:

2024.04.18 23:35:46-04'00'

2/12/26

JacobMeetze Callout STA 28+15: Panel undermining and slope erosion.

Estimated Quantities:

2034000 Muck Excavation: 4.63 CY 2033000 Borrow Excavation: 6.48 CY 2103000 Flowable Fill: 0.74 CY jacob Meetze Text Box J. Bragg Consulting, Inc. is only responsible for the items associated with the repair as noted on the plan sheet.

Hinson Date:

2024.04.18 23:36:08-04'00'

2/12/26

JacobMeetze Callout STA 29+05: Panel undermining and slope erosion.

Estimated Quantities:

2034000 Muck Excavation: 1.48 CY 2033000 Borrow Excavation: 2.07 CY 2103000 Flowable Fill: 0.74 CY jacob Meetze

J. Bragg Consulting, Inc. is only responsible for the items associated with the repair as noted on the plan sheet.

Hinson Date:

23:36:37-04'00'

Hinson Date:

2024.04.18 23:36:59-04'00'

2/12/26

JacobMeetze Callout STA 46+65: Panel undermining and slope erosion. Previously flowfilled, slope erosion causing undermining to start on FF.

Estimated Quantities:

2034000 Muck Excavation: 3.70 CY 2033000 Borrow Excavation: 5.19 CY jacob Meetze

J. Bragg Consulting, Inc. is only responsible for the items associated with the repair as noted on the plan sheet.

Hinson Date:

2024.04.18 23:37:25-04'00'

2/12/26

JacobMeetze Callout STA: 49+55: Slope erosion, panel undermining imminent, Short and steep slopes.

Estimated Quantities:

2034000 Muck Excavation: 1.33 CY 2033000 Borrow Excavation: 1.87 CY jacob Meetze

J. Bragg Consulting, Inc. is only responsible for the items associated with the repair as noted on the plan sheet.

Hinson Date:

2024.04.18 23:37:47-04'00'

2/12/26

JacobMeetze Callout STA 55+15: Panel undermining and slope erosion. Short and steep slopes. Previously flowfilled, undermining continuing and expanding due to unstable slopes.

Estimated quantities:

2034000 Muck Excavation: 5.93 CY 2033000 Borrow Excavation: 8.30 CY 2103000 Flowable Fill: 0.56 CY

JacobMeetze Callout STA 54+70: 2 broken panels- removal and replacement required.

Estimated quantities:

2023000 Removal and Disposal of Existing Pavement: 22.20 SY 7204100 Concrete Sidewalk 4 inch: 22.20 SY jacob Meetze

J. Bragg Consulting, Inc. is only responsible for the items associated with the repair as noted on the plan sheet.

Hinson Date:

2024.04.18 23:38:17-04'00'

2/12/26

JacobMeetze Callout STA 64+00: 3 broken panels - removal and replacement required.

Estimated Quantities:

2023000 Removal and Disposal of Existing Pavement: 33.30 SY 7204100 Concrete 4" Sidewalk: 33.30 SY jacob Meetze

J. Bragg Consulting, Inc. is only responsible for the items associated with the repair as noted on the plan sheet.

Hinson Date:

2024.04.18 23:38:38-04'00'

2/12/26

JacobMeetze Callout STA 66+75: Broken panels- removal and replacement required.

Estimated Quantities:

2023000 Removal and Disposal of Existing Pavement: 11.10 SY 7204100 Concrete Sidewalk 4": 11.10 SY

JacobMeetze Callout STA 70+45: Slope erosion in large area due to lack of grass establishment. Requires topsoil placement, seeding.

Estimated Quantities:

2034000 Muck Excavation: 96.67 CY 2033000 Borrow Excavation: 135.33 CY jacob Meetze

J. Bragg Consulting, Inc. is only responsible for the items associated with the repair as noted on the plan sheet.

Hinson Date:

23:39:01-04'00'

Hinson Date:

2024.04.18 23:39:26-04'00'

2/12/26

JacobMeetze Callout STA 82+20: 3 cracked panels- removal and replacement required.

Estimated Quantities:

2023000 Removal and Disposal of Existing Pavement: 33.30 CY 7204100 Concrete Sidewalk 4": 33.30 CY jacob Meetze

J. Bragg Consulting, Inc. is only responsible for the items associated with the repair as noted on the plan sheet.

Hinson Date:

2024.04.18 23:39:49-04'00'

2/12/26

JacobMeetze Callout STA 85+00: Broken panels- removal and replacement required.

Estimated Quantities:

2023000 Removal and Disposal of Existing Pavement: 11.10 SY 7204100 Concrete Sidewalk 4": 11.10 SY jacob Meetze

J. Bragg Consulting, Inc. is only responsible for the items associated with the repair as noted on the plan sheet.

Hinson Date:

2024.04.18 23:40:16-04'00'

2/12/26

JacobMeetze Callout STA 90+20: Panel undermining and slope erosion. Slope erosion in a few spots in area that will develop into panel undermining.

Estimated Quantities:

2034000 Muck Excavation: 8.33 CY 2033000 Borrow Excavation: 11.67 CY 2103000 Flowable Fill: 0.03 CY

JacobMeetze Callout STA 91+76: Multiple panel undermines and slope erosion locations in 75' section.

Estimated Quantities:

2034000 Muck Excavation: 22.22 CY 2033000 Borrow Excavation: 31.11 CY 2103000 Flowable Fill: 1.10 CY jacob Meetze

J. Bragg Consulting, Inc. is only responsible for the items associated with the repair as noted on the plan sheet.

Hinson Date:

2024.04.18 23:40:40-04'00'

2/12/26

JacobMeetze Callout STA 101+00: Broken panels - removal and replacement required.

Estimated Quantities:

2023000 Removal and Disposal of Existing Pavement: 11.10 SY 7204100 Concrete Sidewalk 4": 11.10 SY jacob Meetze

J. Bragg Consulting, Inc. is only responsible for the items associated with the repair as noted on the plan sheet.

Hinson Date:

23:41:11-04'00'

Hinson Date:

23:41:35-04'00'

Hinson Date:

23:41:59-04'00'

Hinson Date:

23:42:22-04'00'

Hinson Date:

2024.04.18 23:42:49-04'00'

2/12/26

JacobMeetze Callout STA 10+65: Slope erosion that will progress into panel undermining.

Estimated Quantities:

2034000 Muck Excavation: 1.30 CY 2033000 Borrow Excavation: 1.81 CY jacob Meetze

J. Bragg Consulting, Inc. is only responsible for the items associated with the repair as noted on the plan sheet.

Hinson Date:

2024.04.18 23:43:21-04'00'

2/12/26

JacobMeetze Callout STA 136+05: Slope erosion and panel undermining, collapsed area. 3 Panels to remove/replace. Large slope erosion area, ditch recovery needed.

Estimated Quantities:

2034000 Muck Excavation: 5.56 CY 2033000 Borrow Excavation: 7.78 CY 2023000 Removal and Disposal of Existing Pavement: 33.30 SY 7204100 Concrete Sidewalk 4": 33.30 SY jacob Meetze

J. Bragg Consulting, Inc. is only responsible for the items associated with the repair as noted on the plan sheet.

Hinson Date:

2024.04.18 23:43:40-04'00'

2/12/26

JacobMeetze Callout Sta 140+35: Panel undermining and slope erosion.

Estimated Quantities:

2034000 Muck Excavation: 1.19 CY 2033000 Borrow Excavation: 1.66 CY 2103000 Flowable Fill: 0.05 CY

JacobMeetze Callout STA 140+70: Panel undermining and slope erosion.

Estimated Quantities:

2034000 Muck Excavation: 1.48 CY 2033000 Borrow Excavation: 2.07 CY 2103000 Flowable Fill: 0.07 CY jacob Meetze

J. Bragg Consulting, Inc. is only responsible for the items associated with the repair as noted on the plan sheet.

Hinson Date:

2024.04.18 23:44:03-04'00'

2/12/26

JacobMeetze Callout STA 143+25: Panel undermining and slope erosion.

Estimated Quantities:

2034000 Muck Excavation: 1.48 CY 2033000 Borrow Excavation: 2.07 CY 2103000 Flowable Fill: 0.22 CY

JacobMeetze Callout STA 145+55: Panel undermining and slope erosion.

Estimated Quantities:

2034000 Muck Excavation: 1.30 CY 2033000 Borrow Excavation: 1.81 CY 2103000 Flowable Fill: 0.09 CY

JacobMeetze Callout STA 147+20: Panel undermining and slope erosion. Nearby additional slope erosion.

Estimated Quantities:

2034000 Muck Excavation: 2.33 CY 2033000 Borrow Excavation: 3.27 CY 2103000 Flowable Fill: 0.09 CY jacob Meetze

J. Bragg Consulting, Inc. is only responsible for the items associated with the repair as noted on the plan sheet.

Hinson Date:

2024.04.18 23:44:27-04'00'

2/12/26

JacobMeetze Callout STA 149+15: Panel undermining and slope erosion, erosion expanding.

Estimated Quantities:

2034000 Muck Excavation: 1.94 CY 2033000 Borrow Excavation: 2.72 CY 2103000 Flowable Fill: 0.03 CY

JacobMeetze Callout STA 150+15: Panel undermining and slope erosion, nearby additional slope erosion Estimated Quantities:

2034000 Muck Excavation: 1.94 CY 2033000 Borrow Excavation: 2.72 CY 2103000 Flowable Fill: 0.05 CY

JacobMeetze Callout STA 151+65: Panel undermining and slope erosion.

Estimated Quantities:

2034000 Muck Excavation: 1.30 CY 2033000 Borrow Excavation: 1.81 CY 2103000 Flowable Fill: 0.04 CY

JacobMeetze Callout STA 152+50: Panel undermining starting and slope erosion. Not enough room to fill yet, progressing.

Estimated Quantities:

2034000 Muck Excavation: 2.59 CY 2033000 Borrow Excavation: 3.63 CY

JacobMeetze Callout STA 155+00: Slope Erosion.

Estimated Quantities:

2034000 Muck Excavation: 1.30 CY 2033000 Borrow Excavation: 1.81 CY jacob Meetze

J. Bragg Consulting, Inc. is only responsible for the items associated with the repair as noted on the plan sheet.

Hinson Date:

2024.04.18 23:44:48-04'00'

2/12/26

JacobMeetze Callout STA 155+30: Slope Erosion.

Estimated Quantities:

2034000 Muck Excavation: 1.30 CY 2033000 Borrow Excavation: 1.81 CY

JacobMeetze Callout STA 159+30: Panel undermining and slope erosion.

Estimated Quantities:

2034000 Muck Excavation: 1.56 CY 2033000 Borrow Excavation: 2.18 CY 2103000 Flowable Fill: 0.19 CY jacob Meetze

J. Bragg Consulting, Inc. is only responsible for the items associated with the repair as noted on the plan sheet.

Hinson Date:

23:45:16-04'00'

Hinson Date:

2024.04.18 23:45:36-04'00'

2/12/26

JacobMeetze Callout STA 167+40: Panel undermining and slope erosion.

Estimated Quantities:

2034000 Muck Excavation: 1.56 CY 2033000 Borrow Excavation: 2.18 CY 2103000 Flowable Fill: 0.19 CY jacob Meetze

J. Bragg Consulting, Inc. is only responsible for the items associated with the repair as noted on the plan sheet.

Hinson Date:

2024.04.18 23:45:55-04'00'

2/12/26

JacobMeetze Callout STA 177+48: Panel undermining in small area, slope erosion in large area. Slope rilling and deterioration.

Estimated Quantities:

2034000 Muck Excavation: 6.48 CY 2033000 Borrow Excavation: 9.07 CY 2103000 Flowable Fill: 0.05 CY jacob Meetze

J. Bragg Consulting, Inc. is only responsible for the items associated with the repair as noted on the plan sheet.

Hinson Date:

2024.04.18 23:46:22-04'00'

2/12/26

JacobMeetze Callout STA 180+40: Panel undermining and slope erosion. Large, multiple panel area.

Estimated Quantities:

2034000 Muck Excavation: 10.37 CY 2033000 Borrow Excavation: 14.52 CY 2103000 Flowable Fill: 1.11 CY

JacobMeetze Callout STA 184+30: Slope erosion, panel undermining imminent.

Estimated Quantities:

2034000 Muck Excavation: 3.24 CY 2033000 Borrow Excavation: 4.54 CY jacob Meetze

J. Bragg Consulting, Inc. is only responsible for the items associated with the repair as noted on the plan sheet.

Hinson Date:

23:46:46-04'00'

Hinson Date:

23:47:07-04'00'

Hinson Date:

23:47:27-04'00'

Hinson Date:

2024.04.18 23:47:55-04'00'

2/12/26

JacobMeetze Callout STA 10+95: Vehicle damage to slopes and ditch, reshape slope and recover ditch material.

Estimated Quantities:

2034000 Muck Excavation: 3.70 CY 2033000 Borrow Excavation: 5.19 CY

JacobMeetze Callout STA 11+45: Slope erosion developing, material migrating into ditch and blocking. Recovery Needed.

Estimated Quantities:

2034000 Muck Excavation: 1.85 CY 2033000 Borrow Excavation: 2.59 CY

JacobMeetze Callout STA 11+55: Slope erosion, panel undermining imminent. Slope has migrated into ditch, recovery needed.

Estimated Quantities:

2034000 Muck Excavation: 0.93 CY 2033000 Borrow Excavation: 1.30 CY

JacobMeetze Callout STA 11+80: Slope is not stable, erosion is developing.

Estimated Quantities:

2034000 Muck Excavation: 2.78 CY 2033000 Borrow Excavation 3.89 CY

JacobMeetze Callout STA 12+10: Panel undermining and slope erosion. Migrating into ditch, impeding flow, recovery needed. Estimating Quantities:

2034000 Muck Excavation: 1.48 CY 2033000 Borrow Excavation: 2.07 CY 2103000 Flowable Fill 0.23 CY

JacobMeetze Callout STA 12+32: Slope erosion on both sides of the ditch. Material migrating into ditchline and impeding flow, recovery needed.

Estimated Quantities:

2034000 Muck Excavation: 2.59 CY 2033000 Borrow Excavation: 3.63 CY jacob Meetze Callout STA 12+66: Two small panels of panel undermining and slope erosion.

Estimated Quantities:

2034000 Muck Excavation: 1.19 CY 2033000 Borrow Excavation: 1.66 CY 2103000 Flowable Fill: 0.46 CY jacob Meetze

J. Bragg Consulting, Inc. is only responsible for the items associated with the repair as noted on the plan sheet.

File details come from the government source that posted it. Updated .