Concrete Box Beams, Bridge Rail and Components

Agency:	State of West Virginia
State:	West Virginia
Type of Government:	State & Local
NAICS Category:	237310 - Highway, Street, and Bridge Construction 237990 - Other Heavy and Civil Engineering Construction 238110 - Poured Concrete Foundation and Structure Contractors
Posted Date:	Jun 9, 2026
Due Date:	Jun 25, 2026
Solicitation No:	CRFQ-0803-DOT2600000101-1
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Description: Concrete Box Beams, Bridge Rail and Components

Department: DIVISION OF HIGHWAYS

Buyer: John W Estep

Solicitation Number: CRFQ-0803-DOT2600000101-1

Type: Centralized Request for Quote (CRFQ)

Category: Highways

Closing Date and Time: 06/25/2026 01:30 PM EDT

Buyer Information

Buyer Name

John W Estep

Buyer Email

john.w.estep@wv.gov

Buyer Phone

304-558-2566

Buyer Fax

Important Dates

Issue Date

06/09/2026

Closing Date

06/25/2026 01:30 PM EDT

Bid Opening Date

Last Amended

Department Information

Category

Highways

Type

Centralized Request for Quote

Document Department

0803

Status

Open

Description

Concrete Box Beams, Bridge Rail and Components

Group 1

Default Commodity Group

Number of Lines: 15

Line Number	Extended Description	Commodity Line Description	Details	Requested
1	Box beam must be 5 pieces - 3 feet 0 inches X 55 feet 6 inches. Box beam must have a minimum strength of 5500 psi at detention and 8000 psi at 28 days. Pre-stressing strands must be seven-wire uncoated low relaxation oversize strand (AD = 0.167 square inches), with a minimum tensile strength of 270,000 psi. Interior box beams shall have "Tex-Cote 300 Bridge Cote" Latex Acrylic Copolymer Coating or equivalent applied to the bottom of the beams. Box beam lab reports must accompany the shipping ticket.	832-1/2 square feet, 21-Inch Interior Box Beam	Specifications Commodity Code 30101700	Quantity 1.00000 Unit of Measure EA Delivery Date -	View Purchase History Additional Information
2	Box Beam must be 2 pieces - 3 feet 0 inches X 55 feet 6 inches. Box beam must have a minimum strength of 5500 psi at detention and 8000 psi at 28 days. Pre-stressing strands must be seven-wired uncoated low relaxation oversize strand (AS =0.167 square inches), with a minimum tensile strength of 270,000 psi. Exterior box beams shall have "Tex-Cote 30 Bridge Cote" Latex Acrylic Copolymer Coating or equivalent applied to the exposed side and bottom of the beams. Box beam lab reports must accompany the shipping ticket.	333 square feet, 21-Inch Exterior Box Beam	Specifications Commodity Code 30101700	Quantity 1.00000 Unit of Measure EA Delivery Date -	View Purchase History Additional Information
3	Joint filler must be 2 inches thick. Joint filler must be 4-3/4 inches X 11-1/8 inches.	Sponge Rubber Preformed Joint Filler	Specifications Commodity Code 30101700	Quantity 12.00000 Unit of Measure EA Delivery Date -	View Purchase History Additional Information
4	Pads must be 1-13/16 inches X 4-3/4 inches X 15-1/2 inches.	Elastomeric Laminated Bearing Pads (B-2)	Specifications Commodity Code 30101700	Quantity 4.00000 Unit of Measure EA Delivery Date -	View Purchase History Additional Information
5	Bolt or rebar must be 1 inch X 2 feet 0 inches.	Swedged Anchor Bolt or #8 Deformed Rebar	Specifications Commodity Code 30101700	Quantity 14.00000 Unit of Measure EA Delivery Date -	View Purchase History Additional Information
6	Joint filler must be 2 inches thick. Joint filler must be 4-3/4 inches X 11-1/8 inches.	Sponge Rubber Preformed Joint Filler	Specifications Commodity Code 30101700	Quantity 10.00000 Unit of Measure EA Delivery Date -	View Purchase History Additional Information
7	Joint filler must be 2 inches thick. Joint filler must be 4-3/4 inches X 8-3/8 inches.	Sponge Rubber Preformed Joint Filler	Specifications Commodity Code 30101700	Quantity 4.00000 Unit of Measure EA Delivery Date -	View Purchase History Additional Information
8	Joint filler must be 2 inches thick. Joint filler must be 6 inches X 3 feet 3-1/4 inches.	Sponge Rubber Preformed Joint Filler	Specifications Commodity Code 30101700	Quantity 14.00000 Unit of Measure EA Delivery Date -	View Purchase History Additional Information
9	Joint filler must be 1 inches thick. Joint filler must be 1 feet 9-3/4 inches X 3 feet 3-1/4 inches.	Sponge Rubber Preformed Joint Filler	Specifications Commodity Code 30101700	Quantity 14.00000 Unit of Measure EA Delivery Date -	View Purchase History Additional Information
10	Joint filler must be 1 inches thick. Joint filler must be 1 feet 9-3/4 inches X 11-1/8 inches.	Sponge Rubber Preformed Joint Filler	Specifications Commodity Code 30101700	Quantity 4.00000 Unit of Measure EA Delivery Date -	View Purchase History Additional Information
11	Washer must have 3-1/2 inch holes. Washer must be 8 inches X 8 inches X 1 inch thick.	Sponge Rubber Washer	Specifications Commodity Code 30101700	Quantity 30.00000 Unit of Measure EA Delivery Date -	View Purchase History Additional Information
12	Bridge rail must conform to the standards set for in section 607 of the West Virginia Division of Highways Standard Specifications of Roads and Bridges (adopted 2023). Bridge rail must include inserts, hardward, posts, and guardrail (see plans for detail). Bridge rail (16 bridge guardrail posts with hardware, and 87-1/2 linear feet of guardrail) must be attached to beams by fabricator. Note: Shipping constraints may limit the length of attached guardrail.	87-1/2 linear feet. Thrie Beam Bridge Rail	Specifications Commodity Code 30101700	Quantity 1.00000 Unit of Measure EA Delivery Date -	View Purchase History Additional Information
13	Bearing place must be 9 inches X 9 inches X 1 inch thick.	Post-Tension Bearing Plates	Specifications Commodity Code 30101700	Quantity 10.00000 Unit of Measure EA Delivery Date -	View Purchase History Additional Information
14	Post tension bar must be 1 inch diameter. Post tension bar must be 5 pieces - 24 feet 4-1/2 inches long. Post tension bar must come with nuts.	122 linear feet, Post Tension Bar	Specifications Commodity Code 30101700	Quantity 1.00000 Unit of Measure EA Delivery Date -	View Purchase History Additional Information
15	Transition sections must be 6 feet 3 inches. Transition sections must be supplied but NOT attached.	Asymmetrical Thrie-Beam Transition Section	Specifications Commodity Code 30101700	Quantity 4.00000 Unit of Measure EA Delivery Date -	View Purchase History Additional Information

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