Z--Construction–Urgent repair sewer line Spokane,WA

Amendment / Modification

This document is Amendment 0003 to Solicitation 1305M326Q0052, effective February 3, 2026. It primarily serves to provide responses to vendor questions received as of February 11, 2026, with no other changes to the solicitation at this time.

• Questions & Answers: The amendment includes responses to vendor questions regarding:

  • Porta potties and washing stations for the building crew (confirming provision is required).
  • Use of an existing room for a hand washing station.
  • Noise and vibration constraints (not anticipated at this time, but schedule should indicate days with excessive noise).
  • Permit responsibility (assigned to the Contractor).
  • Bonding requirements (bid bond, performance bond, or irrevocable letter of credit for quotes over $35k).
  • Sewer line condition verification (CCTV inspection is at contractor's discretion; 20 LF estimate based on observation).
  • Pipe size and material (4-inch cast iron transitioning to PVC).
  • Raised access floor system (removable modular panels, reusable with proper care).
  • Scope adjustment for additional repair length (will be handled via proper channels).

• The amendment does not change the offer due date or other submission requirements, other than providing clarifications to the solicitation.

• Previous amendments (0001 and 0002) are referenced, with Amendment 0002 extending the offer due date to Friday, February 13, 2026, at 2:00 PM MST.

Amendment / Modification

This document is Amendment 0002 to Solicitation 1305M326Q0052. It updates the offer due date and provides responses to vendor questions.

• Offer Due Date: The offer due date has been extended to Friday, February 13, 2026, at 2:00 PM MST.

• Previous Amendment (0001): This amendment also incorporates responses to questions received as of February 4, 2026.

• The offer due date is the primary section affected by this amendment.

• Bidders are reminded that offers must be acknowledged and received by the new deadline. Failure to acknowledge the amendment may result in offer rejection.

Amendment / Modification

This document is Amendment 0001 to Solicitation 1305M326Q0052, effective 02/03/2026. It primarily serves to provide responses to vendor questions received as of 02/04/2026.

• Solicitation: The amendment addresses questions related to the Statement of Work (SOW) concerning sewer line condition verification, pipe size and material, access and verification expectations, raised access floor restoration, and scope adjustments for additional length.

• Proposal Deadlines: No changes to the hour and date specified for receipt of offers are mentioned, but bidders are reminded to acknowledge receipt of this amendment.

• Requirements: The Q&A clarifies aspects of the sewer line repair, including:

  • Sewer Line Condition: While CCTV videos exist, recordings are not available. The estimated 20 linear feet of repair is based on drawings and observed symptoms.
  • Pipe Material: The existing sewer pipe is described as 4-inch cast iron transitioning to PVC.
  • Verification: Initial verification of repair limits is at the contractor's discretion.
  • Raised Access Floor: The floor system consists of removable modular panels that can be temporarily removed and reinstalled.
  • Scope Adjustment: Any increase in repair length beyond the estimated 20 LF will be handled via a change order or other contractual mechanism.

Solicitation / RFP / RFQ

This is a combined synopsis/solicitation for urgent repair of a sewer line at the National Weather Service (NWS) Weather Forecast Office (WFO) in Spokane, WA. The acquisition is set-aside for small business concerns. The associated NAICS code is 238220, with a small business size standard of $19.0M.

• Provide all labor, equipment, and materials for urgent repair of the sewer main.

• The work involves repairing a section of the 4-inch cast iron sewer line, estimated at 20 linear feet, located in the equipment room.

• Specific tasks include: procuring porta potties and hand washing stations, excavating, removing concrete floor, replacing pipe with proper slope, backfilling, pouring new concrete, and reinstalling raised flooring.

• Deliverables include: Work Schedule, Designation of on-site supervisor, 1-year Warranty Documentation, Safety Data Sheet (SDS), and Biobased Report.

• Contract Type: Firm-fixed-price purchase order.

• Period of Performance: 60 Days from Date of Award, but sooner is desired. Work must begin within one (1) business day of award.

• Estimated Value: Not explicitly stated, but bonding/LOC will be required unless the quote is under $35K.

• Submission Method: Email quotes in PDF or Microsoft Word format to kerri.coffey@noaa.gov.

• Submission Deadline: Quotes must be received no later than 2:00 PM MST on Wednesday, February 11, 2026.

• Evaluation Factors: Evaluation will be based on Technical Approach and Capability, Experience, Past Performance, and Price. Non-price factors (Technical Approach and Past Performance) are significantly more important than price.

• Questions Deadline: Questions must be received in writing via email no later than Monday, February 9, 2026.

• This acquisition is set-aside for small business concerns.

• Offerors must have an active registration in the System for Award Management (SAM) and provide their UEID/CAGE CODE.

• Attachment 1: As-Built Drawings

• Attachment 2: Access Floor Specifications

• Attachment 3: Past Performance Questionnaire

• SF 18 Construction Template with terms and conditions.

A site visit is highly recommended but not required. Contact Joshua Miller at (801)726-7026 to schedule.

Form / Attachment / Pricing Sheet

This document is a Past Performance Questionnaire (PPQ) for Solicitation 1305M326Q0052, "REPAIR SEWER LINE AT NWS WFO IN SPOKANE, WA." It is designed to collect feedback from a client reference regarding a contractor's performance on a previous project.

• Contractor Information: Fields for firm name, address, contact details, CAGE code, and UEI number.
• Work Performed As: Options to indicate if the contractor acted as Prime Contractor, Subcontractor, Joint Venture, or Other, with a field to specify the prime if applicable.
• Contract Information: Details about the contract number, type, title, location, agency, client reference, award date, completion dates, and original/final contract prices.
• Project Description: Questions about the complexity of the work and its relevance to the current submission, requesting details on similar equipment, requirements, and conditions.
• Performance Ratings: A section for the client reference to rate the contractor's performance across various categories including Quality, Schedule, Cost Control, Management, Regulatory Compliance, and Overall Customer Satisfaction using a scale of Exceeds, Satisfactory, Unsatisfactory, or Not Applicable.
• Client Reference Information: Fields for the client reference's name, title, contact information, role in the project, and signature.

This questionnaire is a critical component for bidders to submit as part of their proposal. It requires a client reference to complete and submit to the government. The ratings and explanations provided in this questionnaire will form a significant part of the government's evaluation of the bidder's past performance. Bidders must ensure they provide this document to their references well in advance of the submission deadline and follow the instructions for submission to the government (email to kerri.coffey@noaa.gov).

Form / Attachment / Pricing Sheet

This document contains "As-Built" drawings for the Weather Forecast Office in Spokane, Washington. These drawings detail the final construction of the facility, including site plans, floor plans, elevations, structural details, electrical schematics, plumbing layouts, HVAC systems, and fire detection systems. They serve as a record of the completed construction and are intended for future reference and maintenance.

• Site Plan (C01-C03): Overall site layout, grading, utilities, and landscaping.
• Floor Plans (A01-A09): Layout of rooms, walls, doors, windows, and interior features.
• Elevations (A01-A04): Exterior views of the building, showing facade details and materials.
• Structural Details (S01-S14): Foundation plans, framing plans, column schedules, and various construction details.
• Electrical Plans (E01-E12): Power distribution, lighting, communication, fire alarm, and generator systems.
• Plumbing Plans (M01-M02): Water supply, drainage, venting, and fixture details.
• HVAC Plans (M01-M06): Heating, ventilation, air conditioning systems, ductwork, and temperature controls.
• Details and Schedules: Specific construction details, material schedules, and equipment specifications.

These "As-Built" drawings are crucial for any contractor or vendor involved in future maintenance, repair, renovation, or expansion of the Weather Forecast Office facility. They provide precise information on the existing conditions, materials used, and the exact layout of all building systems, which is essential for accurate bidding and efficient execution of any subsequent work.

Form / Attachment / Pricing Sheet

This document contains detailed specifications and test reports for the USG Donn Wood-Cor access floor system, including its panels, understructure, and accessories. It serves as a technical reference for potential bidders to understand the product's capabilities and performance.

• Product Description: Details the construction of the Wood-Cor panel (steel top sheet, particleboard core, galvanized bottom pan) and its features such as strength, stability, and air control.
• Performance Data: Includes ratings for rolling, concentrated, and ultimate loads, as well as recommended finished floor heights for different understructure types (Rigid Grid, Snap-Loc, Freestanding).
• Understructure Details: Describes the Rigid Grid, Snap-Loc, and Freestanding understructure systems, including their components and assembly.
• Airflow Panels: Information on perforated airflow panels, including their interchangeability and airflow performance data.
• Color Selections: Displays available High Pressure Laminate (HPL) color options for the panel surfaces.
• Test Reports: Comprehensive reports from Penniman & Browne, Inc. and Herron Testing Laboratories, Inc. detailing tests for concentrated load, rolling load, ultimate load, impact load, pedestal axial and bending loads, and pedestal overturning moment.
• Seismic Analysis: A seismic analysis report for the access floor system, referencing UBC and AISI standards.

This document provides critical technical specifications and performance data for the access floor system. Bidders should review this information to ensure their proposed solution meets or exceeds the specified requirements for strength, load-bearing capacity, seismic resistance, and other performance criteria. The test reports offer verifiable data on the system's durability and reliability, which can inform proposal development and technical evaluations.