Entrance Bridge Concrete Abutment Repairs, Otter Brook Lake, Keene, NH

Forms / Attachments / Pricing Sheets

This document package contains the Wetlands Permit, Site Plan, and Technical Drawings for the "Route 9 Entrance Bridge Abutment Repairs" project at Otter Brook Lake, Keene, New Hampshire. It provides the necessary environmental permits and detailed construction plans for the repair work.

• Wetlands Permit (Appendix A): Issued by the NH Department of Environmental Services (NHDES), this permit authorizes impacts to Otter Brook for the repair of concrete abutments and wingwalls. It details the scope of work, including creating a dry work area, removing deteriorated sections, and performing concrete patching and restoration. The permit is valid until October 16, 2030, and includes specific conditions for construction, notification, and environmental protection.
• Site Plan (Appendix B): Illustrates the project location, including the bridge, Otter Brook, and access routes. It identifies the "Construction Access Road" and "Contractor Laydown Area."
• Technical Drawings (Appendix C): Provides detailed elevation views of the north and south abutments and wingwalls, along with specific repair details (e.g., typical repair patch depths of 2" and 4"). These drawings outline the methods for concrete removal, reinforcement, patching, and sealing, referencing relevant standards and specifications.

This package is crucial for bidders to understand the scope of work, the environmental regulations that must be adhered to, the physical layout of the project site, and the specific technical requirements for performing the concrete repairs on the bridge abutments and wingwalls. It informs the bidding process by detailing the exact nature of the repairs, the materials to be used, and the site logistics.

Form / Attachment / Pricing Sheet

This document is a "Solicitation Survey" that potential bidders must complete and submit with their quote to be considered for the opportunity. It collects essential information about the bidder's company, experience, personnel, and capabilities.

• Company Information: Name, SAM CAGE Code, address, POC details, and type of business.
• Experience: Years of experience in the services, years as a prime/subcontractor, and years on Federal Government contracts. It also asks for reasons for any past failures to complete work.
• Personnel: Minimum and maximum number of employees, whether employees are on payroll, and the number of employees anticipated for the project.
• Subcontracting: Information on prime contractors hiring subcontractors, including teaming arrangement documentation.
• Employee Experience: Details on employees who will perform the work.
• Certificates/Licenses: Requires bidders to attach certificates for specific areas (First Aid/CPR, Fall Protection, Crane Operator/Riggers, OSHA Construction Safety, Level 2 SSHO certs) or provide a plan for obtaining them. It notes that submissions with certifications will be rated higher.
• References: Requires three past performance references, including contract details, POC information, and scope of project, with a preference for Government contracts completed within the last three years.
• Statement Certification: A certification by the official that all information provided is true and correct.

Completing this survey accurately and thoroughly is mandatory for consideration. The information provided will be used by the Government to evaluate the bidder's capability, experience, and suitability for the project. Failure to provide required information may result in disqualification. Specific attention should be paid to the experience, certifications, and references sections as they are explicitly mentioned as factors in the evaluation.

Solicitation / RFP / RFQ

This document is a Request for Quotation (RFQ) for the repair of concrete bridge abutments and wingwalls at the Route 9 Entrance Bridge at Otter Brook Lake in Keene, NH. The work involves removing affected concrete, surface preparation, reinforcing, and placing new concrete. It also includes cleaning and applying a penetrating sealer to the repaired abutments and wingwalls.

• Removal of approximately 525 sq ft of parge coat from concrete abutments and wingwalls.

• Perform 2-inch deep concrete repairs on approximately 52 sq ft of concrete abutments and wingwalls.

• Perform 4-inch deep concrete repairs on approximately 133 sq ft of concrete abutments and wingwalls.

• Apply joint sealant.

• Pressure wash surfaces and apply penetrating sealer to wingwalls (approx. 525 sq ft).

• Erect water retention structures to prevent material from entering the stream.

• Provide temporary water control measures to keep work area dry.

• Perform pre- and post-construction photographic surveys.

• Develop and submit an Accident Prevention Plan (APP), Site Safety and Health Plan (SSHP), and Activity Hazard Analysis (AHA).

• Comply with all applicable environmental, Federal, State, and local laws and regulations.

• Submit a Waste Management Plan with a goal to divert at least 60% of waste from landfill.

• Contract Type: Firm Fixed Price.

• Period of Performance: From Notice to Proceed through September 30, 2026.

• Estimated Cost: Between $100,000 and $250,000.

• In-water work period: July 6, 2026, through September 30, 2026.

• Work Hours: Monday through Friday, 7:00 AM to 3:30 PM.

• Warranty: 1-year warranty of construction.

• Proposal Submission Deadline: April 28, 2026, by close of business.

• Evaluation Factors: Technical, Price, and Past Performance.

• Quotes must be submitted via email to the Contract Specialist.

• Site visits are highly recommended.

• A mandatory solicitation survey must be completed and returned with quotes.

• Noted as "IS NOT A SMALL BUSINESS SET-ASIDE" on the RFQ cover page.

• The RFQ is in accordance with Revolutionary Federal Acquisition Regulation Overhaul (RFO) Part 13.

• Interested vendors should conduct a site visit to confirm understanding of the scope and inspect existing conditions.

• Contact Alicia N. LaCrosse for questions regarding the solicitation.

Forms / Attachments / Pricing Sheets

This document contains the "Technical Specifications and Appendices" for the "Route 9 Entrance Bridge Abutment Repairs" project at Otter Brook Lake, Keene, New Hampshire. It details the technical requirements for the repair work.

• Division 01 - General Requirements: Covers sources for reference publications.
• Division 03 - Concrete: Details the "Rehabilitation of Concrete" specifications, including scope, definitions, references, quality assurance, acceptance criteria, materials for shoring and bracing, equipment for concrete preparation, materials for formwork and embedded items, reinforcement, polymers, epoxy mortars, and miscellaneous materials.
• Division 07 - Thermal and Moisture Protection: Outlines specifications for "Water Repellents," including references, submittals, quality assurance, pre-installation meetings, regulatory requirements, delivery, storage, handling, safety methods, environmental conditions, sequencing, inspections, surfaces to be coated, warranty, materials, and application procedures.

This document is crucial for bidders as it provides the detailed technical specifications and requirements for the "Route 9 Entrance Bridge Abutment Repairs" project. It outlines the materials, methods, quality control, and performance standards that must be met for the concrete rehabilitation and water repellent treatment. Bidders must thoroughly review these specifications to understand the scope of work, material requirements, and execution procedures to accurately estimate costs and develop a compliant proposal.