Pumped Pretreated Waste System Vault Upgrade Project – Ames, IA

Form / Attachment / Pricing Sheet

This document contains drawings and details related to the "2026 PPW Vaults Upgrade" project at the National Centers for Animal Health (NCAH) in Ames, Iowa. It serves as a technical reference for the proposed upgrades.

• Vicinity Map: Shows the general location of the NCAH campus.
• Campus Overview: Aerial view indicating the locations of specific PPW vaults (PPW101B, PPW103, PPW105).
• Internal Details: Illustrates typical connections for PPW distribution pipes into manholes, including details on leak detection systems.
• Specific Vault Drawings: Detailed drawings, one-line diagrams, and photographic views for PPW101B, PPW103, and PPW105.
• Material Specifications: Indicates sections of Carbon Steel piping to be replaced with Stainless Steel, and notes where Fiberglass piping is to remain.

These drawings are critical for bidders to understand the existing infrastructure, the scope of work involved in the PPW vaults upgrade, and the specific materials and configurations required for the project. They provide the technical basis for any proposed solutions and cost estimations.

Solicitation / RFP / RFQ

This solicitation is for the "Pumped Pretreated Waste System Vault Upgrade Project" located in Ames, IA. The government requires the performance of work described in the attached documents.

• Replacement of all carbon steel piping components within PPW Vaults 101B, 103, and 105 with stainless steel components.

• Replacement of all existing valves with new stainless steel, full-port ball valves.

• Insulation of all piping within the vaults.

• Award Type: Firm Fixed-Price contract.

• Period of Performance: 365 days after award.

• Competition: Set aside for 100% Total Small Business.

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

• Submission Deadline: May 12, 2026, by 1700 local time.

• Submission Method: Email to david.hildebrand@usda.gov with subject line "RFQ 1232SA26Q0470".

• Evaluation Criteria: Lowest Priced Technically Acceptable (LPTA).

• Key Requirements for Submission:

  • Fully completed and signed SF 1442.
  • Acknowledgement of all amendments.
  • Fully executed SF 24 Bid Bond (not less than 20% of proposed price, not to exceed $300,000).
  • Two (2) recent and relevant experience references.
  • CPARS ratings (if applicable).

• This solicitation is set aside for 100% Total Small Business.

• Offerors must be registered with Systems for Award Management (SAM.gov) with an active registration at the time of quote submission.

• The solicitation includes several attachments: Statement of Work, Specifications, WD IA20250003 Mod 0, and Drawings.

• Offerors must propose pricing for all items to be considered responsive.

• Deviations or alternatives to solicitation requirements will be considered non-compliant.

Other / Unclassified

This document is a "General Decision Number" (IA20260003) dated 01/02/2026, which supersedes IA20250003. It pertains to "Heavy Sewer/Water Treating Plant" construction in Iowa Statewide, specifically excluding Scott County, and is limited to "Sewer and Water Treatment Plants Only." The document lists prevailing wage rates and fringes for various labor classifications, including Carpenters, Cement Masons, Ironworkers, Laborers, Power Equipment Operators, and Truck Drivers. Rates are specified for different counties and cities within Iowa, as well as for the state overall, with exceptions noted.

This document is crucial for bidders on construction projects related to sewer and water treatment plants in Iowa. It establishes the minimum prevailing wage rates and fringe benefits that must be paid to laborers and mechanics employed on such federal or federally funded projects, as required by the Davis-Bacon Act. Bidders must use these rates to accurately calculate their labor costs and ensure compliance with federal labor standards when preparing their proposals.

Statement of Work (SOW)

This Statement of Work details the requirements for upgrading and replacing corroded carbon steel piping and components within three Pumped Pretreated Waste (PPW) system vaults (101B, 103, and 105) at the USDA Ames, Iowa campus with stainless steel.

• Vault Upgrades: Replace all carbon steel piping and associated components within PPW Vaults 101B, 103, and 105 with stainless steel.

• Valve Replacement: Replace all existing valves with new, full-port stainless steel ball valves.

• Insulation: Insulate all new stainless steel piping within the vaults.

• Materials: Contractor shall provide all labor, piping, fittings, equipment, hardware, transportation, storage, and disposal of existing components.

• Prefabrication: Utilize prefabrication of spools to minimize shutdown times. Slip flanges are preferred.

• Testing: Prefabricated spools must undergo hydrostatic testing at 90psi for 1 hour without leaks.

• Finishing: Apply primer, insulating material, and top coating to new piping, adhering to specified product lines (Tnemec or approved equivalent) and manufacturer instructions.

• Cleanup & Disposal: Contractor is responsible for disposing of all removed components and construction debris, and thoroughly cleaning the vaults.

• Shutdown Timeframes: Each line of pipe may only be down for a maximum of 8 hours on separate days. This 8-hour window includes a 3-hour decontamination period by USDA staff, leaving 5 hours for contractor repair.

• Scheduling: All work must be coordinated in advance with the Contracting Officer’s Representative (COR). Shutdown dates must be mutually agreed upon and included in the initial schedule submission. Deviations are not acceptable.

• Temperature: Work can only be performed when outside temperatures are above 45 degrees F.

• Quality: All work must comply with applicable regulatory requirements (ASTM, OSHA, SSPC, NFPA, UL, etc.) and manufacturer specifications.

• Location: USDA Ames, IA campus, specifically PPW Vaults 101B, 103, and 105.

• Work Hours: Normal construction hours are 7:00 AM to 3:30 PM, Monday-Friday. Work outside these hours requires COR approval.

• Site Access: A REAL ID compliant driver's license is required for entry starting May 7th, 2025. All personnel must sign in/out and wear identification badges.

• Utilities: Contractor must provide their own generator for power needs. Water services are available.

• Confined Space: Contractor must have a trained and equipped Confined Space program, submitting their plan for COR acceptance.

• Lock-out/Tag-out (LOTO): Contractor must have an established LOTO program and coordinate with NCAH F.E.U. personnel.

• Submittals: Submittals must be in PDF format, legible, and clearly labeled. A Submittal Register is required.

• Record Drawings: Contractor must maintain redline drawings and specifications throughout the project and submit electronic copies at closeout.

• Site Verification: Contractors are highly encouraged to visit the site for exact measurements and angles due to potential variations in piping alignment.

Forms / Attachments / Pricing Sheets

This document provides detailed specifications for the Pumped Pretreatment Waste (PPW) piping systems, including materials, fabrication, erection, and testing requirements. It also includes a separate section detailing welding pressure piping standards.

Specifications for PPW Piping:

• References: Lists applicable standards from ASME, ASTM, and MSS.
• Fluid Description: Details the wastewater characteristics (wastewater from animals, laboratory services, decontamination chemicals, sludging solids) and specifies a design specific gravity of 1.15.
• Design Basis: Outlines maximum design conditions (225 PSIG at 225°F) and normal operating conditions (60 PSIG at 105°F).
• Materials: Specifies stainless steel (A312-TP304L S/40s for 4-inch, A312-TP304L S/80s for 2-inch) for piping, stainless steel for flanges and fittings, and ASTM F593-22 for bolting.
• Joints: Socket welded for 2 inches and smaller, butt welded for 2-1/2 inches and larger. Flanged connections are required where shown or for valves/equipment.
• Fabrication & Erection: Must comply with ASME B31.3 Process Piping Code.
• Testing: Includes welding and hydrostatic testing per ASME B31.3. Prefabricated spools tested at 90 PSI. 100% radiography for PPW buttweld joints, 100% hydrostatic testing at 90psi for PPW socket weld joints.
• Valves: Specific requirements for stainless steel ball valves (Class 250 for <=1.5 inch, Class 150 flanged for >=2 inch).
• Supports: Standard manufactured supports per MSS SP-58 and MSS SP-69.

Welding Pressure Piping Section:

• References: Extensive list of ASME, ASNT, AWS, and NARA standards.
• Quality Assurance: Details requirements for welding procedure qualification, welder performance qualification, and inspector certification.
• Materials: Compliance with ASME BPVC SEC II-C.
• Execution: Welding must conform to qualified procedures and welders. Identification of welds is required.
• Examinations and Tests: Outlines visual, radiographic, magnetic particle, and liquid penetrant examinations with acceptance standards for various weld types and materials.
• Corrections and Repairs: Procedures for defect removal and repair.

This document is critical for bidders involved in piping systems, particularly for the Pumped Pretreatment Waste (PPW) manholes. It defines the exact materials, dimensions, welding procedures, testing protocols, and quality control measures required. Bidders must carefully review these specifications to ensure compliance and accurate cost estimation for any work involving these piping systems and associated welding.