Amanda Gordon Replacement OSS System

Other / Unclassified

This document is a PDF file named '2-Aerial View.pdf'. It contains an aerial image, likely from a mapping service, showing a residential street with houses, driveways, and some vehicles. Street names 'Cedar Ave' and 'Stevens St' are visible, along with house numbers such as '111', '131', and '130'.

This document appears to be a visual aid, possibly providing context or location information related to a SAM.gov opportunity. Bidders may find it useful for understanding the geographical setting of a potential work site or for identifying specific properties if the opportunity involves real estate or services at a particular location.

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

This project involves the installation of a new individual septic system to replace a failed system on private land in Jefferson County, WA. The system will serve a private home owned by a member of the Quinault Nation.

Key tasks include:

• Mobilization and demobilization.
• Installation of approximately 15 linear feet of 4-inch PVC gravity sewage transport pipe.
• Installation of a 1,000-gallon, two-compartment concrete septic tank with an effluent filter.
• Installation of a 1,000-gallon pump chamber with a 0.5 HP effluent pump (Orenco model PF 3005 or equivalent) and controls.
• Installation of approximately 25 linear feet of 2-inch PVC pressurized transport line from the pump tank to the valve box.
• Installation of a valve box with three valves.
• Installation of approximately 25 linear feet of 1.25-inch PVC pressurized transport line to the drainfield.
• Installation of a 150 linear feet drainfield (pressurized gravel-filled trenches or gravelless chambers) with 450 sq ft dispersal area, including 1.25-inch PVC perforated laterals and observation ports.
• Abandonment of the existing septic tank.

Work must comply with the "County Approved Septic Design – Gordon" and "IHS Technical Provisions – Gordon" attachments. The Washington Administrative Code (WAC) Chapters 246-272A and 246-272C, and the Uniform Plumbing Code (2018 Edition) are primary references. The Contractor must obtain all necessary permits.

• Project Completion Time: 30 calendar days.

• Project Location: 111 Cedar Ave, Port Hadlock, WA 98339.

• Work is to be completed on Fee land under the jurisdiction of Jefferson County.

• The Contractor is responsible for investigating site conditions before and after bidding.

• TERO fees do not apply.

• Submittals required include pre-construction (component information, variations) and post-construction (warranties, inspection reports).

• The Contractor must contact the COR (Madeline Keep, Madeline.Keep@ihs.gov, 360-536-3364) at least 48 hours prior to mobilization and 24 hours prior to final backfill.

• A minimum of five continuous dry weather days is required before commencing work, unless waived by the COR.

• The Contractor must identify and protect all utilities.

• All debris must be removed, and disturbed areas finish-graded.

Other / Unclassified

This document is a General Decision Number WA20260085, dated 01/02/2026, which supersedes WA20250085. It specifies prevailing wage rates for residential construction in Grays Harbor, Island, Jefferson, Mason, and San Juan Counties in Washington State. The document lists various labor classifications, including Elevator Mechanic, Laborer, Glazier, Sheet Metal Worker, Truck Driver, Carpenter, Cement Mason/Concrete Finisher, Electrician, Operator (Backhoe/Excavator/Trackhoe), Painter, Plumber, Roofer, and Welder, along with their corresponding hourly rates and fringe benefits.

It also includes important notes regarding Executive Order (EO) 13706 (Establishing Paid Sick Leave for Federal Contractors) and EO 13658 (Establishing a Minimum Wage for Federal Contractors). These EOs outline requirements for paid sick leave and minimum wage rates applicable to federal contracts awarded on or after specific dates.

This document is crucial for bidders on federal construction projects in the specified counties and construction type. It establishes the minimum wage rates that must be paid to laborers and mechanics employed on such projects. Bidders must ensure their proposals account for these prevailing wage rates to comply with labor standards. The document also highlights the applicability of federal executive orders concerning paid sick leave and minimum wage, which may impact labor costs and contract administration.

Forms / Attachments / Pricing Sheets

This document details the measurement and payment terms for various line items associated with the opportunity. It outlines how completed work will be quantified and compensated under the contract, ensuring clarity for bidders on how their work will be valued.

• General Payment Terms: Payment is based on actual quantities completed, representing full compensation for all labor, materials, tools, equipment, site restoration, taxes, permits, and fees.
• Specific Line Items: Details payment structures for:
  • Mobilization and Demobilization (Lump Sum)
  • 4-Inch ASTM D3034 PVC Solid Sewer Pipe (Per Linear Foot)
  • Underground Doublesweep Cleanout (Lump Sum)
  • Septic Tank (1,000 Gallons, 2 Compartment) (Lump Sum)
  • 1,000-Gallon Pump Chamber, Pump, and Controls (Lump Sum)
  • Pressurized Transport Line, 2-Inch Schedule 40 PVC (Per Linear Foot)
  • Valve Box with 3 Valves (Lump Sum)
  • Pressurized Transport Line, 1.25-Inch Schedule 40 PVC (Per Linear Foot)
  • Pressurized Drainfield (Gravel Trenches or Gravelless Plastic Chamber) (Per Linear Foot)
  • Pump and Abandon Existing Septic Tank (Lump Sum)
• Inclusions: Each line item specifies what is included in the payment, such as excavation, backfill, compaction, materials, fittings, testing, site restoration, and operational completion.

This document is crucial for bidders to understand the pricing structure and the scope of work included within each payment item. It helps in accurately estimating costs and formulating a competitive bid by clarifying how different components of the project will be measured and paid for.

Form / Attachment / Pricing Sheet

This document is a "Revised Septic repair design" for the property at 111 Cedar Ave., Port Hadlock, WA, Parcel #952800603, owned by Amanda and Jeff Gordon. It details the requirements for repairing a failing 3-bedroom septic system.

• System Repair: Addresses a failing septic system that is backing up and surfacing under the front porch.
• Existing Tank: The existing septic tank under the front porch will be pumped and decommissioned.
• New Plumbing: Existing plumbing under the mobile home will be rerouted to the backyard with a new clean-out to a new septic tank and pump tank.
• New System Components: Requires a 1000-gallon, 2-compartment septic tank and a 1000-gallon pump tank. An Orenco Biotube filter is to be installed in the septic tank outlet. Secondary tank safety barriers and risers to the surface are required for all tanks. Tanks must be at least 5' from the mobile home.
• Drainfield: 150' of drainfield trenches are required, installed as 3 x 50' laterals with a maximum trench depth of 24" and 36" minimum vertical separation. Trenches are to be installed with 6' centers.
• Controls: A timer control panel is required, installed on a 4x4 post or non-bedroom wall, with an alarm, hour meter, and counter. Aquaworx floatless panels are not permitted.
• Pump: An Orenco PF 3005 turbine pump with 3 floats is specified for the pump tank.
• Materials: Options include concrete tanks (preferred) or Infiltrator poly tanks. Plastic 5' chambers with filter fabric are an option for the drainfield, with specific orifice spacing and lateral pipe requirements.
• Protection: Wire mesh is recommended under chambers in areas with significant ground burrowing animal activity.

This document provides detailed specifications and requirements for the repair and installation of a new on-site sewage system. Bidders must adhere to these specifications for materials, dimensions, installation methods, and components to successfully bid on and execute this repair project.

Forms / Attachments / Pricing Sheets

This document contains the technical provisions for various components of a construction project, including excavation, septic tanks, lift stations, and drainfields. It outlines the specific requirements, materials, and procedures that contractors must follow.

• Technical Provision 3.0: Excavation, Trenching, and Backfilling: Details requirements for excavation methods, trench dimensions, pavement cutting, pipe embedment, compaction standards (referencing ASTM D1557, D1556, D2922), and surface restoration (asphaltic, gravel).
• Technical Provision 11.0: Individual Septic Tank: Covers scope, permits, location, inspection, materials (4-inch PVC pipe, effluent filters), septic tank construction (precast concrete, ASTM 6913), access risers, installation, pumping/abandoning existing tanks, and underground cleanouts.
• Technical Provision 12.0: Individual Lift Station: Outlines scope, lift station basin requirements (precast concrete, ASTM C1227), effluent pump specifications, electrical controls and alarms (NEC compliance, NEMA 4X enclosure), and piping (force main, distribution valves).
• Technical Provision 14.0: Low Pressure-Dosed Gravel Drainfields: Details scope, site preparation, piping (transport, manifold, distribution laterals), observation pipes, gravel specifications, installation, and site restoration.
• Technical Provision 17.0: Pressure-Dosed and At-Grade Chamber Drainfield: Covers scope, site preparation, materials (distribution laterals, chamber units), installation, and site restoration.

This document is critical for bidders as it defines the technical specifications and standards for the construction work. Understanding these provisions is essential for accurately estimating costs, planning execution, and ensuring compliance with contract requirements. It details the quality of materials, methods of construction, and performance expectations for each component of the project.

Solicitation / RFP / RFQ

This is a Request for Quote (RFQ) for the Amanda Gordon Replacement OSS System, located at 111 Cedar Ave, Port Hadlock, WA. The Indian Health Service - Portland Area Office is soliciting quotes for water and sewer line and related structures construction. This procurement is a 100% Small Business Set Aside under NAICS 237110.

The project involves the construction of a septic tank with an effluent filter, a pump chamber, pressurized transport lines, and gravel trench pressurized drainfield laterals. It also includes the pump and abandonment of the existing septic tank. The Statement of Work (SOW) is detailed in Section C and Attachment 1.

• Estimated Magnitude of Construction: $25,000.00 to $100,000.00.

• Period of Performance: 30 calendar days from the issuance of the Notice to Proceed (NTP).

• Contract Type: Not explicitly stated, but implied to be Fixed Price based on the Price Schedule.

• Quote Due Date: May 21, 2026, at 2:00 PM CST.

• Submission Method: Electronic in PDF format via email to Robert.Miller2@ihs.gov.

• Evaluation Criteria: Award will be based on price and the offeror's compliance with the terms and conditions. Offerors must possess all necessary certifications to perform the work. Price is the discriminating factor for award.

• Required Documents: Completed SF1442 (Blocks 14-20c), fully completed Section B Price Schedule, and a copy of a current certified septic installer license.

• Set-Aside: 100% Small Business Set Aside.

• NAICS Code: 237110 (Water and Sewer Line and Related Structures Construction).

• Size Standard: $45.0 million.

• Certification: Offerors must be certified septic installers.

• A site visit is not mandatory but offerors are urged to inspect the site.

• Bid Bond and Performance/Payment Bonds are NOT required.

• U.S. Department of Labor Wage Determination WA20260085, dated 1/2/2026, is applicable.

• Questions are due no later than 7 days prior to the proposal due date.

Solicitation / RFP / RFQ

This is a pre-solicitation notice for a construction project by the Indian Health Service (IHS) to install a new septic system and water service line connecting to the community water system for a new home in Jefferson County, WA. The project will be procured as a Total Small Business Set-Aside.

• Installation of an individual septic system to replace a failed system.

• Septic system components include: 4-inch PVC gravity sewage transport pipe, underground double sweep cleanout, 1,000-gallon two-compartment concrete septic tank with effluent filter, 1,000-gallon pump chamber with effluent pump and controls, 2-inch Schedule 40 PVC feeder line, valve box with three valves, 1.25-inch Schedule 40 PVC effluent transport line, and a dispersal area using gravel filled trenches or gravel less plastic chambers.

• Work must be performed according to the SOW, site plan, technical specifications, and Washington Water Resource Department (WWRD) standards, rules, and regulations.

• Permits are the responsibility of the contractor.

• Contract Type: Firm Fixed Price (FFP)

• Period of Performance: 30 calendar days after Notice to Proceed.

• Estimated Magnitude: $25,000 - $100,000

• Solicitation release is anticipated on or about April 23, 2026, with quotes due at least 30 calendar days after issuance.

• All documents will be posted at www.sam.gov; hard copies will not be available.

• This solicitation will be procured as a Request for Quotes (RFQ) in accordance with FAR Part 13 and 36 procedures.

• Evaluation criteria will be price only.

• NAICS Code: 237110 Water and Sewer Line and Related Structures Construction.

• Size Standard: $45 million.

• Offerors must be a Small Business to be eligible for award.

• Small business definition: Average annual revenue for the last three years is less than $45.0 million.

• A formal site visit is not planned. Contact homeowner directly for site visit information.

• TERO fees do not apply.

• Registration in the System for Award Management (SAM) database is mandatory for award.

• This notice is for informational purposes only and is NOT a request for submission of offers.

Form / Attachment / Pricing Sheet

This document is the "Indian Health Service Buy Indian Act Indian Economic Enterprise Representation Form." It serves as a self-certification for offerors to confirm they meet the definition of an "Indian Economic Enterprise" as required by the Buy Indian Act. This form is to be submitted in response to a Sources Sought Notice, Request for Information (RFI), or Solicitation.

• Self-Certification: Offerors must certify whether they meet the definition of an "Indian Economic Enterprise" with "Indian Ownership."
• Eligibility Period: The enterprise must meet the definition throughout the solicitation response, contract award, and contract performance period.
• Notification Requirement: Contractors must immediately notify the Contracting Officer if they no longer meet eligibility requirements.
• Required Information: The form requires the Offeror to provide:
  • Name of Federally Recognized Tribal Entity (if applicable)
  • Name of the 51% owner of the IEE Firm
  • Business Name
  • DUNS Number
  • Certifying Signature and Print Name

This form is critical for bidders responding to opportunities that are set-aside or sole-source under the Buy Indian Act. Bidders must accurately complete and submit this form to demonstrate their eligibility. Failure to meet the definition or provide false information can lead to penalties and disqualification. Successful offerors must also be registered with the System of Award Management (SAM).

Form / Attachment / Pricing Sheet

This document is a Sources Sought notice, which serves as a Request for Information (RFI) to gauge market interest and capabilities for a potential future solicitation. It is not a solicitation for proposals.

• Project Scope: Installation of an individual septic system to replace a failed system in Jefferson County, Washington. This includes approximately 15 linear feet of 4-inch PVC pipe, a 1,000-gallon septic tank, a 1,000-gallon pump chamber with effluent pump, and a drain field with approximately 450 square feet of dispersal area.
• Project Magnitude: Anticipated to be between $25,000.00 and $100,000.00.
• NAICS Code: 237110 (Water and Sewer Line and Related Structures Construction).
• PSC Code: Y1NZ (Construction of Other Non-Building Facilities).
• Response Requirements: Interested firms must email their company information, point of contact, and indicate if they would submit a proposal if a solicitation is issued. Specific information on business type, bonding capacity, and at least two (but no more than five) similar projects completed in the last six years is required. Firms must also answer specific questions regarding their company structure, quality control, and self-performance capabilities.
• Deadline for Response: 2:00 pm CST on April 17, 2026.

This notice is for market research purposes only. It helps potential bidders understand the scope of a potential future project and allows them to express their interest and capability to the Indian Health Service (IHS). Responding to this RFI is not a commitment to bid on a future solicitation, and not responding will not preclude participation. Firms interested in this type of work should review the detailed requirements for submission to ensure their capabilities are understood by the IHS.