Concrete Plank 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:	Apr 3, 2025
Due Date:	Apr 24, 2025
Solicitation No:	CRFQ-0803-DOT2500000056-1
Original Source:	Please Login to View Page
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Bid Documents:	Please Login to View Page

Description

Description: Concrete Plank Beams, Bridge rail, and Components

Department: DIVISION OF HIGHWAYS

Buyer: John W Estep

Solicitation Number: CRFQ-0803-DOT2500000056-1

Type: Centralized Request for Quote (CRFQ)

Category: Highways

Closing Date and Time: 04/24/2025 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

04/03/2025

Closing Date

04/24/2025 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 Plank Beams, Bridge rail, and Components

Group 1

Default Commodity Group

Number of Lines: 14

Line Number	Commodity Description	Details	Requested
1	Plank beam must be 4 pieces - 4 feet 0 inches X 29 feet 6 inches. Plank beam must have a minimum strength of 6000 psi at detention and 8000 psi at 28 days. Pre-stressing strands must be seven-wire uncoated low relaxation over size strand (AS = 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. Plank beam lab reports must accompany the shipping ticket.	Specifications Commodity Code 30101700	Quantity 472.00000 Unit of Measure SF Delivery Date -	View Purchase History Additional Information
2	Plank beam must be 2 pieces - 4 feet 0 inches X 29 feet 6 inches. Plank beam must have a minimum strength of 6000 psi at detention and 8000 psi at 28 days. Pre-stressing strands must be seven-wire 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 300 Bridge Cote" Latex Acrylic Copolymer Coating or equivalent applied to the exposed side and bottom of the beams. Beams must be delivered with bridge rail attached. Plank beam lab reports must accompany the shipping ticket.	Specifications Commodity Code 30101700	Quantity 236.00000 Unit of Measure SF Delivery Date -	View Purchase History Additional Information
3	Pads must be 1-1/4 inches X 4-3/4 inches X 28 inches	Specifications Commodity Code 30101700	Quantity 10.00000 Unit of Measure EA Delivery Date -	View Purchase History Additional Information
4	Pads must be 1-1/4 inches X 4-3/4 inches X 15-1/2 inches.	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.	Specifications Commodity Code 30101700	Quantity 12.00000 Unit of Measure EA Delivery Date -	View Purchase History Additional Information
6	Joint filler must be 1-1/2 inches thick. Joint filler must be 4-3/4 inches X 1 feet 8-3/4 inches.	Specifications Commodity Code 30101700	Quantity 8.00000 Unit of Measure EA Delivery Date -	View Purchase History Additional Information
7	Joint filler must be 1-1/2 inches thick. Joint filler must be 4-3/4 inches X 1 feet 6-7/8 inches.	Specifications Commodity Code 30101700	Quantity 4.00000 Unit of Measure EA Delivery Date -	View Purchase History Additional Information
8	Joint filler must be 1-1/2 inches thick. Joint filler must be 6-5/8 inches X 4 feet 0-5/8 inches.	Specifications Commodity Code 30101700	Quantity 12.00000 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 0-1/4 inches X 4 feet 0-5/8 inches.	Specifications Commodity Code 30101700	Quantity 12.00000 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 0-1/4 inches X 1 feet 10-1/4 inches.	Specifications Commodity Code 30121703	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.	Specifications Commodity Code 30121703	Quantity 15.00000 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 all inserts, hardware, posts, and guardrail (see plans for detail). Bridge rail (8 bridge guardrail posts & 16 inserts with hardware, and 62-1/2 linear feet of guardrail) must be attached to beams by fabricator. Note: Shipping constraints may limit the length of attached guardrail.	Specifications Commodity Code 30121703	Quantity 62.50000 Unit of Measure LF Delivery Date -	View Purchase History Additional Information
13	Bearing plates must be 6 pieces - 9 inches X 9 inches X 1 inch thick.	Specifications Commodity Code 30121703	Quantity 6.00000 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 3 pieces - 27 feet 3-3/4 inches long. Post tension bar must come with nuts.	Specifications Commodity Code 30121703	Quantity 82.00000 Unit of Measure LF Delivery Date -	View Purchase History Additional Information

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Concrete Plank Beams, Bridge rail, and Components

Description

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