Showellton Avenue Pavement Restoration Absecon, New Jersey

Form / Attachment / Pricing Sheet

This document contains engineering drawings and geotechnical data related to the "36 X 24 Absecon Paving" opportunity. It provides site plans, cross-sections, boring logs, and site-specific notes crucial for understanding the scope of work for pavement restoration.

• Site Plan: Illustrates the location of pavement repair sections, transition sections, boring locations (SB 1-4), and approximate limits of work.
• Cross-Sections (A-A', B-B'): Detail the proposed pavement repair and transition sections, including layers such as bituminous concrete surface, bituminous stabilized base course, NJDOT I-5 soil aggregate, and triaxial geogrid.
• Boring Logs (SB 1-4): Provide data on soil conditions encountered at different depths, including blow counts, density, and geology. Notably, Boring SB 1 could not be completed due to lack of resistance.
• Site Location Map & Vicinity Map: Show the project's location within Absecon, New Jersey, and Atlantic County.
• Site Design Notes: Outline requirements for pavement removal and replacement, field verification of existing conditions, utility and monitoring well verification, drainage, and matching existing grades and slopes.
• Pavement Repair Section Notes: Specify adherence to City of Absecon and NJDOT standards for materials and construction, and the need for approval of proposed material specifications.

This document is essential for bidders to accurately estimate the scope, materials, and labor required for the pavement restoration project. It details the specific areas for repair, the proposed construction methods, and the subsurface conditions that may impact the work. Bidders must carefully review these drawings and notes to ensure their proposals meet all project requirements and account for site-specific conditions.

Form / Attachment / Pricing Sheet

This document contains detailed engineering drawings and specifications for pavement restoration work at 257 Showellton Avenue, Absecon, New Jersey. It outlines the scope of work, materials, and construction methods required for the project.

• Site Plan: Depicts the approximate limits of pavement removal and repair, including transition sections and full-depth repair areas. It also shows the location of borings (SB 1-4) and approximate locations of existing monitoring wells.
• Cross-Sections (A-A', B-B'): Illustrate the proposed pavement repair sections, including transition and full-depth repair details, specifying materials like bituminous concrete, stabilized base course, NJDOT I-5 soil aggregate, triaxial geogrid, NJDOT No. 2 stone, and non-woven geotextile filter fabric.
• Boring Logs: Provide data from soil borings (SB 1-4), detailing depth, blow counts, density, and geology of the subsurface materials encountered.
• Pavement Repair Section Notes: Specify that pavement repair materials and construction must comply with the City of Absecon, NJ Code Chapter 304 and the New Jersey 2019 Standard Specifications for Road and Bridge Construction. It also requires submission of proposed material specifications for approval.
• Site Design Notes: Include requirements for removing existing pavement and underlying material, confirming locations of work, verifying and protecting utilities and monitoring wells, ensuring smooth pavement transitions, maintaining positive drainage, matching existing roadway slopes and grades, and replacing concrete curb and gutter.
• Vicinity Map & Site Location Map: Provide geographical context for the project location.

This document is critical for bidders to understand the technical requirements, scope of work, materials, and construction methods for the pavement restoration project. It details the specific areas requiring repair, the types of materials to be used, and the standards that must be followed. Bidders must carefully review these drawings and notes to accurately estimate costs, develop a construction plan, and ensure compliance with all specified requirements.

Statement of Work (SOW) / Performance Work Statement (PWS)

This Performance Work Statement (PWS) outlines the requirements for the restoration of pavement at a sinkhole located on Showellton Avenue in Absecon, New Jersey. The sinkhole is associated with a former soil boring related to the Price Landfill Superfund site.

• Pavement Restoration: Excavate unsuitable material at the sinkhole location and replace it with approximately 5 feet of compacted aggregate, overlain by a triaxial geogrid and the standard pavement section for the City of Absecon.

• Pavement Section: The standard pavement section includes 6 inches of soil aggregate, 6 inches of bituminous stabilized base course, and 2 inches of bituminous concrete surface course.

• Transition Sections: Implement transition sections using geogrid and the standard pavement section where the restoration area meets the existing road.

• Estimated Quantities:

  • Excavation: Approximately 140 cubic yards (CY)
  • Aggregate: Approximately 105 cubic yards (CY)
  • Pavement subgrade: Approximately 16 cubic yards (CY)
  • Asphalt base course: Approximately 16 cubic yards (CY)
  • Asphalt surface course: Approximately 5.2 cubic yards (CY)

• Period of Performance (POP): 60 days from Notice to Proceed.

• Location: Showellton Avenue, Absecon, New Jersey (adjacent to 257 Showellton Avenue).

• Contract Type: Information for Bid (IFB).

• Utilities and Monitoring Wells: The contractor MUST verify all utilities and monitoring wells within and adjacent to the limit of work prior to construction. No utility location has been performed. The contractor shall avoid and protect existing utilities. Any impacts to existing utilities must be repaired. Monitoring wells are to be abandoned and boreholes filled with grout in accordance with New Jersey regulations.

• Geotechnical Investigation: A geotechnical evaluation was performed in April 2025, including soil borings and laboratory testing (moisture content, Atterberg Limits, sieve analysis, soil classification, California Bearing Ratio, Standard Proctor). Results are included in the Pavement Restoration Plan drawing.

• Safety and Quality: All work shall be conducted in a safe, secure, cost-efficient, and acceptable manner with appropriately qualified quality control (QC) representation.

Amendment / Modification

This amendment (0001) to Solicitation W912BU26BA022, dated April 2, 2026, provides:

• Answers to Request for Information (RFI) questions.

• Updates to SAM.gov documents, specifically Drawings and Performance Work Statements.

• Notification of a site visit for the "Showellton Avenue Pavement Restoration" project in Absecon, New Jersey, scheduled for April 17, 2026, at 10:00 AM.

• The RFI cutoff date is extended to April 22, 2026, at 10:00 AM, which is 7 calendar days after the site visit.

• The estimated construction budget for this project is between $25,000 and $100,000.

• Drawings

• Performance Work Statements

• The RFI cutoff date has been modified.

• A site visit date has been established.

Statement of Work (SOW) / Performance Work Statement (PWS)

This Performance Work Statement (PWS) outlines the requirements for the restoration of pavement at a sinkhole located on Showellton Avenue in Absecon, New Jersey. The sinkhole is associated with a former Price Landfill Superfund site-related soil boring.

• Pavement Restoration: The contractor shall provide all labor, equipment, materials, and supplies to restore the pavement at 257 Showellton Avenue.

• Excavation: Removal of unsuitable material is required.

• Replacement: Approximately 5 feet of compacted aggregate will be placed, overlain by a triaxial geogrid and the standard pavement section for the City of Absecon.

• Standard Pavement Section: Consists of 6 inches of soil aggregate, 6 inches of bituminous stabilized base course, and 2 inches of bituminous concrete surface course.

• Transition Sections: Required where the restoration area meets the existing road.

• Estimated Quantities:

  • Excavation: 140 cubic yards (CY)
  • Aggregate: 105 CY
  • Pavement subgrade: 16 CY
  • Asphalt base course: 16 CY
  • Asphalt surface course: 5.2 CY

• Period of Performance (POP): 2 years from the date of award.

• Location: Showellton Avenue, Absecon, New Jersey.

• Geotechnical Investigation: A geotechnical evaluation was performed in April 2025, including soil borings and laboratory testing (moisture content, Atterberg Limits, sieve analysis, soil classification, California Bearing Ratio, Standard Proctor).

• Utility and Monitoring Well Verification: The contractor MUST verify all utilities and monitoring wells within and adjacent to the limit of work prior to construction. No utility location has been performed. The contractor shall avoid and protect existing utilities and repair any impacts. Monitoring wells are to be abandoned and boreholes filled with grout in accordance with New Jersey regulations.

• Groundwater: Groundwater is not expected to be encountered during construction based on prior anecdotal data indicating a depth to groundwater over 10 feet below ground surface.

• Quality Control (QC): Work shall be performed with appropriately qualified QC representation.

Solicitation / RFP / RFQ

This solicitation is for the "Showellton Avenue Pavement Restoration" project in Absecon, New Jersey. The project involves addressing a sinkhole that occurred on Showellton Avenue, near a former soil boring location related to the Price Landfill Superfund Site. The work is necessary to restore the pavement in the affected area.

• Restoration of pavement at the sinkhole location on Showellton Avenue.

• The pavement restoration area extends the width of the roadway and approximately 10 feet beyond the soil borings longitudinally.

• Geotechnical investigation and soil evaluation have been performed and results are included in the boring logs on the Pavement Restoration Plan drawing.

• Laboratory testing was performed, including moisture content, Atterberg Limits, sieve analysis, Unified Soil Classification System, AASHTO soil classification, California Bearing Ratio, and Standard Proctor.

• Contract Type: Information for Bid (IFB) type contract.

• Period of Performance (POP): 2 years from the date of award.

• The contractor shall begin performance within 30 calendar days and complete it within 180 calendar days after receiving notice to proceed.

• Pricing Arrangement: Firm Fixed Price.

• Sealed bids are required.

• Offers are due by 12:30 PM local time on 01 MAY 2026.

• Offers will be publicly opened at that time.

• Sealed envelopes must be marked with offeror's name, address, solicitation number, and due date/time.

• Offers providing less than 15 calendar days for Government acceptance will be rejected.

• No performance or payment bonds are required.

• The document indicates "Notice of Total Small Business Set-Aside" (Deviation 2026-00038) in Section I.

• The solicitation number is W912BU26BA022.

• The project number is 63296-03-3020.

• The issuing office is W2SD ENDIST PHILADELPHIA.

• Contact for information: Henry Sembe at HENRY.SEMBE@USACE.ARMY.MIL or (215) 656-3202.

• The document includes extensive information on FAR and DFARS clauses, wage determinations, and payment instructions (WAWF).

Other / Unclassified

This document is a General Decision Number (GDN) for heavy dredging construction in New Jersey, issued by the U.S. Department of Labor. It outlines prevailing wage rates and classifications for various roles involved in dredging operations across all counties in New Jersey. It also includes information on paid holidays, vacation pay, and specific executive orders related to paid sick leave and minimum wage for federal contractors.

This document is relevant to bidders on federal construction contracts involving heavy dredging in New Jersey. It specifies the minimum wage rates and fringe benefits that must be paid to laborers and mechanics employed on such projects, as required by the Davis-Bacon Act and related executive orders. Bidders must consider these wage requirements when developing their proposals and estimating project costs to ensure compliance.