Precast Concrete Components C-Channels and Slabs

Form / Attachment / Pricing Sheet

This document is Attachment B, a Quote Submission Form for Precast Concrete Components (C-Channels and Slabs). Bidders are to use this form to submit their quotes for the specified items.

• Line Items: Details specific precast concrete components including:
  • 6-inch-thick C-Channel sections (12 units)
  • 9-inch-thick, TALL C-Channel sections (9 units)
  • Floor Isolation Slab (9 units)
  • Floor Bearing Pad (18 units)
  • 9-inch-thick, SHORT C-Channel sections (3 units)
• Specifications: Each item references a specific drawing (A through E) in Attachment A and requires a concrete compressive strength of f'c = 4,500 psi at 28-days, with reports submitted electronically per ASTM C39.
• Lifting Requirements: All items require surface flush lifting with preferred utility V-anchors (Meadow Burke MVB6444).
• Submission Fields: Includes columns for Unit Price and Line Item Total, which bidders must complete.
• Contractor Information: Requires the contractor's point of contact, phone number, email address, UEI#, Cage Code, and Tax ID.
• Delivery & Registration: Asks bidders to confirm ability to meet a 60-day delivery date from award and if they are registered in SAM.gov.
• Quote Validity: A field for the quote validity date.

This form is critical for bidders to accurately price and submit their proposals for the precast concrete components. It outlines the specific quantities, types of components, and essential technical requirements (like concrete strength and lifting methods) that must be met. Bidders must complete all relevant fields, including pricing and contact information, and confirm their ability to meet delivery timelines and SAM registration requirements.

Form / Attachment / Pricing Sheet

This document contains detailed drawings and specifications for precast concrete C-channels and slabs, intended for delivery to Fort Polk, LA. It serves as a critical attachment to the opportunity, providing the technical details necessary for bidders to understand the physical requirements of the components.

• 6-inch-thick C-Channel (Drawing A): Details dimensions, concrete strength (4500 psi), reinforcement (ASTM 615, Grade 60, #4 bar), lifting points (minimum WLL 6,500 lbs), and chamfered edges.
• 9-inch-thick, TALL C-Channel (Drawing B): Similar specifications to Drawing A but with increased thickness and weight (~13,000 lbs).
• Floor Isolation Slab (Drawing C): Specifies concrete strength (4500 psi), reinforcement (#4 bar, 7" O.C.), lifting points (minimum safe working load of 2,200 lb), and includes dimensions for the slab.
• Floor Bearing Pad (Drawing D): Details concrete strength (4500 psi), reinforcement (#4 bar), lifting points (minimum safe working load of 600 lb), and dimensions.
• 9-inch-thick, SHORT C-Channel (Drawing E): Specifies higher concrete strength (6000 psi), reinforcement (ASTM A-615 Grade 60, #4 bar), and lifting points (minimum safe working load of 6,000 lbs).

This attachment is essential for bidders to accurately estimate costs, determine manufacturing capabilities, and understand the precise physical specifications of the precast concrete components required for the opportunity. It directly informs proposal preparation regarding material, labor, and fabrication requirements.

Solicitation / RFP / RFQ

This solicitation (W912HZ26QA015) is a Request for Quote (RFQ) for precast concrete C-Channel(s) and Slab(s) to be delivered to Fort Polk, LA. The procurement is a 100% HUBZone small business set-aside, utilizing NAICS code 327390 (Other Concrete Product Manufacturing) with a size standard of 500 employees. The government intends to award a single firm fixed-price purchase order.

The contract requires the supply of the following precast concrete components:

• 6-inch-thick C-Channel Sections (12 each)
• 9-inch-thick, TALL, C-Channel Sections (9 each)
• Floor Isolation Slabs (9 each)
• Floor Bearing Pads (18 each)
• 9-inch-thick, SHORT, C-Channel Sections (3 each)

All items must meet specific requirements detailed in Section C, including a compressive strength of 4,500 psi at 28-days and specific lifting anchor requirements. Contractors must provide a 28-day concrete compressive strength report in accordance with ASTM C39.

• Contract Type: Firm Fixed Price

• Period of Performance: Delivery is estimated by May 22, 2026, with a delivery date no later than 60 days from award.

• Estimated Value: Not explicitly stated, but it is a simplified acquisition.

• Offerors must submit quotes with specified content. Quotes lacking specified content may be deemed unsuccessful.

• Key deadlines: Questions are due at least 3 business days prior to the closing date. The offer due date is March 12, 2026, at 12:00 PM local time.

• Evaluation Factors: Offers will be evaluated based on:

  1. Technical capability of the items to meet requirements, including delivery date.
  2. Past Performance.
  3. Price.

• The award will be made to the responsible Offeror whose quote is the Lowest Price that meets minimum requirements, is Technically Capable, and has acceptable Past Performance.

• Offerors must have an active Federal Government contracts registration in the System for Award Management (SAM).

• This requirement is a 100% HUBZone small business set-aside.

• Drawings for the Description of Requirement (DOR) are provided in Attachment A.

• A Quote Submission Form is provided in Attachment B.

• All technical inquiries and questions should be submitted via email to Janalyn.H.Dement@usace.army.mil.

• The solicitation incorporates numerous FAR and DFARS clauses by reference, including those related to item unique identification, payment instructions, and small business representations.