Proposed_Plans_for_Laurel_Bay_Rd_(S-116)_Pathway_Repair.pdf
PDF 13 MB Posted
- Attached to
- SC 116 Laurel Bay Pathway Repairs
- Solicitation number
- 042426
- Issued by
- Beaufort County, South Carolina
About this file
This is a proposed repair plan document for the SC 116 Laurel Bay Pathway project in 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 located on the north side of Laurel Bay Road from Trask Parkway (US 21) to the Laurel Bay Housing Complex within SCDOT's right of way. The scope of work includes muck excavation, borrow excavation, flowable fill installation, removal and disposal of existing pavement, and concrete sidewalk replacement. Repair locations are identified by station (STA) markers along the pathway, with specific issues documented including panel undermining, slope erosion, broken concrete panels, and areas requiring slope stabilization through seeding and topsoil placement. Estimated quantities vary by location, with total muck excavation spanning from 0.93 to 96.67 cubic yards per station, borrow excavation from 1.30 to 135.33 cubic yards per station, flowable fill ranging from 0.03 to 1.10 cubic yards per station, and concrete sidewalk replacement quantities from 11.10 to 33.30 square yards per location. The Invitation for Bid (IFB #042426) was issued with a non-mandatory pre-bid conference scheduled for Friday, April 10, 2026 at 2:00 pm via Teams, questions due by 5:00 pm on Wednesday, April 15, 2026 through the Procurement Portal, and bids due electronically by 3:00 pm EST on Friday, April 24, 2026. The contract award will be made to the lowest responsive, responsible bidder with a fixed contract time of 30 calendar days following the Notice to Proceed.
Bidders must be pre-qualified prime contractors on SCDOT's approved list and must provide bid security equal to five percent of the total bid amount, with performance and payment bonds each equal to 100 percent of the contract amount required upon award. Insurance requirements include 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. The procurement includes a Small and Minority Business Participation (S/MBE) Program requirement mandating good faith efforts to recruit S/MBE subcontractors and monthly compliance status reports to the Beaufort County Compliance Office. All contractors must register in the federal System for Award Management (SAM) and comply with Title VI of the Civil Rights Act, the Davis-Bacon Act, the Anti-Kickback Act, the Contract Work Hours and Safety Standards Act, 40 CFR 33.240, and the Build America, Buy America Act (BABA), with applicable Davis-Bacon minimum wage rates required for the project. Beaufort County permit fees are waived by the county; however, contractors remain responsible for any city or town permit fees and licenses. Prices must remain firm for a minimum of 90 days. No specific contract award value or budget range 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:
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.
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