Bryan James (Skokomish) Replacement OSS

Amendment / Modification

This amendment (A00001) to Solicitation No. 75H70126Q00015 provides the government's responses to contractor questions received via email.

• The primary content of this amendment is the Q&A section, addressing specific inquiries about the project.

• The solicitation's proposal due date remains unchanged at February 13, 2026, at 2:00 PM CST.

• All other terms and conditions of the original solicitation remain in full effect.

• Offerors are reminded that inquiries were to be received no later than 2:00 PM CST on February 6, 2026, for guaranteed responses.

• Offerors must acknowledge receipt of this amendment by number and date on their cover letter or by submitting a signed copy of the SF30.

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, Washington. The document lists various labor classifications, their corresponding hourly wage rates, and fringe benefits. It also includes footnotes detailing paid vacation and holiday policies. Additionally, it provides information and links related to Executive Orders 13706 (Establishing Paid Sick Leave for Federal Contractors) and 13658 (Establishing a Minimum Wage for Federal Contractors), outlining their applicability and requirements.

This document is relevant to bidders as it establishes the minimum wage rates and fringe benefits that must be paid to laborers and mechanics employed on covered construction projects. Bidders must use this information to accurately estimate labor costs for their proposals and ensure compliance with federal labor standards if awarded a contract. The inclusion of information on paid sick leave and minimum wage requirements under relevant Executive Orders also highlights important compliance obligations.

Form / Attachment / Pricing Sheet

This document details the measurement and payment terms for various line items associated with the opportunity. It outlines how contractors will be compensated for specific tasks and materials.

• Mobilization and Demobilization: Lump sum payment for transporting equipment, materials, and personnel to and from the job site, including permits, fees, and taxes.
• Solid Sewer Pipe (4" PVC D3034): Payment per linear foot installed, covering excavation, backfill, pipe, fittings, connections, leak testing, and surface restoration.
• 4" Underground Two-Way Cleanout: Payment per cleanout installed, including excavation, backfill, pipe, fittings, and installation.
• 1,200-Gallon, 2-Compartment Concrete Septic Tank: Payment per tank installed, covering excavation, backfill, tank, risers, baffles, plumbing, filters, connection, surface restoration, and grading.
• 1,200-Gallon Concrete Pump Tank, Pump, and Controls: Payment per tank installed, including excavation, backfill, pump chamber, effluent pump, plumbing, controls, alarm, electrical connections, inspections, and surface restoration.
• 2" PVC CL 200 Effluent Transport Pipe: Payment per linear foot installed, covering excavation, backfill, pipe, fittings, connections, leak testing, and restoration.
• Distribution Box and 1.25" PVC Manifold: Lump sum payment for the distribution box and manifold, including excavation, backfill, valve control box, pipe, fittings, connections, surface restoration, and grading.
• Gravel Trench Drainfield with 1.25" Laterals: Payment per linear foot of drainfield trench installed, covering excavation, backfill, drain rock, laterals, piping, filter fabric, observation ports, cleanouts, pressure testing, topsoil, grading, and seeding.
• Abandon in Place Existing Septic Tank: Lump sum payment for pumping and abandoning the existing septic tank, including excavation, locating, disconnection, pumping and disposal, crushing/filling the tank, backfilling, compaction, and surface restoration.

This document is critical for bidders to understand the pricing structure and payment methodology for each component of the work. It directly impacts proposal development and cost estimation, ensuring that all associated costs for materials, labor, and site restoration are accounted for in their bids.

Form / Attachment / Pricing Sheet

This document is a "Design Form - Page One" for an On-Site Sewage System Permit application. It details the proposed septic system design and includes information about the applicant, designer, site address, parcel number, and permit details. It also outlines the treatment device and drainfield specifications.

• Applicant Information: Bryan James, with contact and mailing address.
• Site Address: 5070 W Skokomish Valley Rd, Shelton, WA 98584.
• Parcel Number: 52112-31-00210.
• Septic Designer: Arrow Septic Designs, Inc. (Paula Johnson).
• Permit Type: Repair/Replacement.
• Number of Bedrooms: 4.
• Lot Size: 2.18 acres.
• Drainfield Type: Trench.
• Septic Tank: 1,200 gallon, 2-compartment with effluent filter.
• Pump Chamber: 1,200 gallon.
• Drainfield Specifications: 600 sq. ft. shallow pressure trenches, application rate of 0.8.
• Control Panel: Includes timed dosing, counter, and elapse meter.
• Vertical Separation: 24+ inches.
• Reserve Area: Designated full reserve drainfield area.
• Setbacks: No surface water or well setback issues noted. South Fork of Skokomish River is approximately 300 feet away.
• Water Source: Spring across the road, approximately 1,000 feet south.

This document provides the technical specifications and design details for the proposed septic system replacement. It outlines the components, dimensions, and performance requirements of the system, which is crucial for understanding the scope of work for any potential contractor or installer involved in the opportunity.

Form / Attachment / Pricing Sheet

This document, "3-Technical Specifications.pdf", contains detailed technical provisions for various aspects of construction work, including excavation, trenching, backfilling, sewer service lines, individual septic tanks, lift stations, and low-pressure-dosed gravel drainfields. It serves as a guide for contractors to understand the specific requirements, materials, and procedures for these tasks.

• Technical Provision 3.0 (Excavation, Trenching, and Backfilling): Details scope of work, protection of excavation, excavation methods (open cut, trenching), pavement cutting, and placement/compaction of pipe embedment and backfill material. It also specifies requirements for surface restoration and resurfacing (asphaltic and gravel).
• Technical Provision 10.0 (Sewer Service Lines): Covers scope of work, general requirements, location of facilities, elevation control, connection to mains/stubouts, sewer service line installation (PVC pipe, slope, cover), underground cleanouts, and encasement pipe for road crossings.
• Technical Provision 11.0 (Individual Septic Tank): Outlines scope of work, permits, location, inspection, solid sewer pipe requirements, effluent filters, septic tank construction (precast concrete, access risers), and procedures for pumping or abandoning existing septic tanks.
• Technical Provision 12.0 (Individual Lift Station): Details scope of work, lift station basin construction, effluent pump specifications, electrical controls and alarms, and control system functional requirements (demand dosing, timed dosing). It also covers piping for influent, pump discharge, and force mains.
• Technical Provision 14.0 (Low Pressure-Dosed Gravel Drainfields): Describes scope of work, site preparation, piping (transport, manifold, distribution laterals), observation pipes, solvent cement, gravel specifications, and installation procedures for both shallow and sand-lined drainfields. It also includes site restoration and submittal requirements.

This document is critical for bidders as it defines the technical standards, materials, and construction methods that must be followed for the specified opportunity. Understanding these provisions is essential for accurately estimating costs, developing a compliant technical proposal, and ensuring successful project execution. It directly impacts the scope of work, quality control, and overall approach to performing the required construction activities.

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

To install an individual on-site septic system for a new home on fee land in Mason County, WA, for a private homeowner who is a member of the Skokomish Tribe. The system will be operated by the homeowner upon transfer.

• Mobilize and demobilize.

• Install 15 linear feet of 4" PVC solid sewer pipe.

• Install one underground sewer cleanout.

• Install a 1,200-gallon concrete septic tank.

• Install a 1,200-gallon concrete pump tank with an effluent pump (Zoeller 151 or equivalent) and controls.

• Install 2200 linear feet of 2" PVC Sch 40 effluent transport pipe.

• Install a distribution box and 1.25" manifold.

• Install 220 linear feet of gravel trench drainfield.

• Abandon the existing septic tank in place.

• Work must comply with Washington Administrative Code (WAC Chapter 246-272A, On-site Sewage Systems, and WAC Chapter 246-272C, On-site Sewage System Tanks), the approved Septic Design, and IHS technical provisions.

• Contractor must obtain written approval from the Contracting Officer’s Representative (COR) for any material substitutions or deviations from the design.

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

• Final inspection requires contact with the COR 24 hours prior, and contact with the OSS Designer before final backfill.

• Location: 5070 W Skokomish Valley Rd., Shelton, WA 98584-9772, Mason County.

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

• Contractor is responsible for determining and protecting all utilities.

• A pre-construction meeting is required.

• All construction debris must be removed from the site.

• Disturbed areas must be finish-graded.

• Contractor must notify the COR before deviating from the design or installing excess material quantities.

• Submittals required: Pre-construction (component information, variations) and Post-Construction (product warranties, record drawings).

• TERO fees do not apply.

Solicitation / RFP / RFQ

This is a pre-solicitation notice for a construction project for the Indian Health Service (IHS). The project involves installing a new septic system and water service line for a new home in Mason County, WA. The procurement will be conducted as a Total Small Business Set-Aside under NAICS code 237110 (Water and Sewer Line and Related Structures Construction) with a size standard of $45 million. Offerors must be Small Businesses to be eligible.

• Installation of a 4-inch solid sewer pipe, underground two-way cleanout, 1,200-gallon concrete septic tank, 1,200-gallon concrete pump tank with controls, 2-inch effluent transport pipe, distribution box, and 1.25-inch manifold.

• Installation of a gravel trench drain field with 1.25-inch laterals, per County-approved design.

• Abandoning the existing septic tank in place.

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

• Contract Type: Firm Fixed Price (FFP)

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

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

• The solicitation is anticipated to be released on or about January 13, 2026, with quotes due at least 30 days after issuance. These dates are subject to change.

• All documents (SOW, plans, specifications, wage determination) will be posted on www.sam.gov for download; hard copies will not be available.

• The procurement will be conducted as a Request for Quotes (RFQ) in accordance with FAR Part 13 and 36 procedures.

• Evaluation criteria will be price only.

• Total Small Business Set-Aside.

• Offerors must be registered in the System for Award Management (SAM) database.

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

• A formal site visit is not planned. Information on site visits will be provided in the official solicitation.

• TERO fees do not apply.

• All dates are subject to change. Check www.sam.gov frequently for updates, amendments, and changes.

Form / Attachment / Pricing Sheet

This document is an aerial site location map, providing visual context for a specific address: 5070 W Skokomish Valley Road. It is intended to help bidders understand the geographical setting of the opportunity.

• The map displays the address "5070 W Skokomish Valley Road" highlighted with a yellow marker.
• It shows the surrounding area, including roads (W Skokomish Valley Rd), nearby residences, and natural landscape features.
• A broader view (page 2) shows the location in relation to nearby towns like Skokomish and Union, and major roadways such as Highway 101.

This attachment provides a visual reference for the physical location associated with the opportunity, which may be relevant for site visits, logistical planning, or understanding the operational environment.

Solicitation / RFP / RFQ

This is a Request for Quote (RFQ) for the Bryan James (Skokomish) Replacement OSS project, issued by the Indian Health Service (IHS) - Portland Area Office. The project involves Water and Sewer Line and Related Structures Construction under NAICS code 237110, with a size standard of $45.0 million. It is a 100% Small Business Set Aside.

• Replacement of an on-site septic system.

• Specific components include:

  • Mobilization/Demobilization
  • 4" PVC SDR 35 Solid Sewer Pipe
  • 4" Underground Two-Way Sewer Cleanout
  • 1,200-gal Concrete 2-Compartment Septic Tank
  • 1,200-gal Concrete Pump Tank, Effluent Pump (Zoeller 151 or Equal), and Controls
  • 2" PVC Schedule 40 Effluent Transport Pipe
  • Distribution Box and 1.25" PVC Manifold
  • Gravel Trench Drainfield with 1.25" Laterals
  • Abandon-In-Place Existing Septic Tank

• Estimated magnitude of construction: $25,000.00 to $100,000.00.

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

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

• Payment and Performance Bonds: Not required.

• Bid Bond: Not required.

• Proposal Submission Deadline: February 13, 2026, at 2:00 PM CST.

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

• Evaluation Factors: Award will be based on price and the quoter's compliance with terms and conditions. Price is the discriminating factor. The installer must be certified in Mason County.

• 100% Small Business Set Aside.

• Site Visit: Not applicable; contractors are urged to inspect the site.

• Questions regarding the solicitation must be submitted in writing to Robert S. Miller via email no later than 7 days prior to the proposal due date.