T-Walls Salient Characteristics - Revised 1.pdf

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Attached to
T-Walls Federal contract opportunity
Solicitation number
M00264-24-Q-4823
Issued by
United States Marine Corps

About this file

This document appears to be technical drawings for 7'6" x 6'6" T-Walls, including side and top views with rebar layout details. The drawings specify that the concrete is to be 5000 PSI and the rebar is to be #5 rebar at 12" on center for the double mat, and 8" on center for the vertical rebar.

The related federal contract opportunity is a Request for Quotation (RFQ) issued by the United States Marine Corps for sixteen (16) T-Walls. The solicitation number is M00264-24-Q-4823 and the contracting agency is the Marine Corps. The resulting contract will be a Firm Fixed Price (FFP) Purchase Order, and offerors must specify the soonest possible delivery date.

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File Type Posted
D-1. Combined Synopsis-Solicitation.docx DOCX document

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Text version

7'

6' -6

8"

8"

Side View (1)- Rebar Layout

7"

Side View (2)- Rebar Layout

7"

6' -6

#5 Rebar 8" O.C.

#5 2'x2' Tails @ 8" Spacing

#5 Rebar @12" O.C.

Top View- Footer Rebar Layout

6"

4" 8"

#5 2'x2' Tails

7'

4'-8"

**NOTES***

1). ALL Concrete to be

5000 PSI

2). ALL REBAR to be #5#5 Rebar @ 12" O.C.

Double Mat #5 Rebar 8" O.C.

1'

AutoCAD SHX Text Scale

AutoCAD SHX Text Project

AutoCAD SHX Text Date

AutoCAD SHX Text Sheet

AutoCAD SHX Text UD Contracting Inc.

Sheets and Views
Quantico VA-D-Size Layout

File details come from the government source that posted it. Updated .