Proposed_Plans_for_Laurel_Bay_Rd_(S-116)_Pathway_Repair_-_4-17-26.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 the SC 116 Laurel Bay Pathway Repair project prepared by J. Bragg Consulting, Inc. for Beaufort County, South Carolina, in conjunction with the South Carolina Department of Transportation (SCDOT). The project encompasses repairs to an existing 10-foot-wide concrete shared-use pathway approximately 3.417 miles in length on the north side of Laurel Bay Road from Trask Parkway (US 21) to the Laurel Bay Housing Complex. The scope of work addresses multiple distress areas identified at specific stations along the pathway, including panel undermining, slope erosion, broken concrete panels, damage to pedestrian ramps, and areas requiring flowable fill installation beneath voids. Detailed estimated quantities are provided for each repair location, encompassing muck excavation (ranging from 0.93 to 96.67 cubic yards depending on location), borrow excavation (ranging from 1.30 to 135.33 cubic yards), concrete sidewalk removal and disposal, concrete sidewalk 4-inch construction, pedestrian ramp construction, and surface-applied detectable warning installation. The Invitation for Bid (IFB #042426) requires electronic bid submission through the Procurement Portal by 3:00 pm EST on Friday, April 24, 2026, with a non-mandatory pre-bid conference scheduled for Friday, April 10, 2026 at 2:00 pm via Teams. Questions must be submitted no later than 5:00 pm on Wednesday, April 15, 2026. The contract will be awarded to the lowest responsive, responsible bidder with a fixed contract duration of 30 calendar days following Notice to Proceed.

Contractors must be pre-qualified prime contractors on SCDOT's approved list and must satisfy specified 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 the Small and Minority Business Participation (S/MBE) Program, 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 regulations including the Davis-Bacon Act, Title VI of the Civil Rights Act, the Anti-Kickback Act, the Contract Work Hours and Safety Standards Act, and the Build America, Buy America Act (BABA), 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. Prices must remain firm for a minimum of 90 days, and delivery is required within 30 days of order issuance with transportation costs included and prepaid. No specific contract award value or budget is disclosed in the available procurement documents.

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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:

2024.04.18 23:36:37-04'00'

JacobMeetze Callout STA 35+35: Washing at Pipe Culvert end.

Estimated Quantities:

2034000 Muck Excavation: 2.78 CY 2033000 Borrow Excavation: 3.89 CY

JacobMeetze Callout STA 35+35: Damage at corner of Pedestrian Ramp.

Estimated Quantities:

2023000 Removal and Disposal of Existing Pavement: 13.33 SY 7209000 Pedestrian Ramp Construction: 13.33 SY 7209100 Surface Applied Detectable Warning: 28 SF

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

JacobMeetze Image

JacobMeetze Image

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

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

JacobMeetze Callout STA 63+82: 1 Broken Panel Estimated Quantities:

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

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 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 23:39:01-04'00'

JacobMeetze Callout STA 71+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

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

JacobMeetze Image

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

JacobMeetze Callout STA 84+40 2 Broken Panels- removal and replacement required.

Estimated Quantities:

2023000 Removal and Disposal of Existing Pavement: 22.20 SY 7204100 Concrete Sidewalk 4": 22.20 SY

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 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:

2034000 Muck Excavation: 2.00 CY 2033000 Borrow Excavation: 2.80 CY 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 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. 2 Broken Panels Estimated Quantities:

2034000 Muck Excavation: 1.48 CY 2033000 Borrow Excavation: 2.07 CY 2023000 Removal and Disposal of Existing Pavement: 22.20 SY 7204100 Concrete Sidewalk 4 Inch: 22.20 SY

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.

1 Panel broken.

Estimated Quantities:

2034000 Muck Excavation: 2.59 CY 2033000 Borrow Excavation: 3.63 CY 2023000 Removal and Disposal of Existing Pavement: 11.10 CY 7204100 Concrete Sidewalk 4 Inch: 11.10 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 Text Box J. Bragg Consulting, Inc. is only responsible for the items associated with the repair as noted on the plan sheet.

JacobMeetze Callout STA 155+60: 1 Panel broken, slope erosion.

2034000 Muck Excavation: 2.00 CY 2033000 Borrow Excavation: 2.80 CY 2023000 Removal and Disposal of Existing Pavement: 11.10 SY 7204100 Concrete Sidewalk 4 Inch: 11.10 SY

JacobMeetze Callout STA 156+89: Damage at corner of pedestrian ramp.

2023000 Removal and Disposal of Existing Pavement: 13.33 SY 7209000 Pedestrian Ramp Construction: 13.33 SY 7209100 Surface Applied Detectable Warning: 28 SF

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: 6.50 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 2023000 Removal and Disposal of Existing Pavement: 22.20 SY 72041000 Concrete Sidewalk 4 Inch: 22.20 SY

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

JacobMeetze Callout STA 184+00: Slope Erosion Estimated Quantities:

2034000 Muck Excavation: 2.0 CY 2033000 Borrow Excavation: 2.80 CY

Hinson Date:

2024.04.18 23:46:46-04'00'

JacobMeetze Callout STA 185+00: Slope Erosion Estimated Quantities:

2034000 Muck Excavation: 2.00 CY 2033000 Borrow Excavation: 2.80 CY

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

JacobMeetze Image

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.

2026-04-17T09:21:33-0400
Jacob Meetze
2026-04-17T09:22:32-0400
Jacob Meetze
2026-04-17T09:25:53-0400
Jacob Meetze

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