Final_CRFQ_0803_DOT2500000071_1_WV_CRFQ_FORM.PDF

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Attached to
Concrete Box Beams, Bridge Rail and Components
Solicitation number
CRFQ-0803-DOT2500000071-1
Issued by
Lewis County, West Virginia

About this file

This document is a Centralized Request for Quote (CRFQ) issued by the West Virginia Department of Administration Purchasing Division on behalf of the West Virginia Division of Highways for a one-time purchase of concrete bridge construction materials for the Sand Fork of Fink Girder Replacement project. The solicitation (CRFQ 0803 DOT2500000071) seeks specific bridge components including 1 interior box beam (832-1/2 square feet), 1 exterior box beam (333 square feet), 12 and 4 elastomeric laminated bearing pads, 14 swedged anchor bolts, multiple sponge rubber joint fillers and washers, 87-1/2 linear feet of Thrie Beam Bridge Rail, 10 post-tension bearing plates, 122 linear feet of post-tension bars, and 4 asymmetrical Thrie-Beam transition sections. The solicitation was issued on May 27, 2025, with technical questions due by June 4, 2025, and the bid closing on June 12, 2025 at 13:30.

The solicitation specifies detailed technical requirements for each component, including precise measurements, strength specifications, and coating requirements. For example, box beams must have a minimum strength of 5500 psi at detention and 8000 psi at 28 days, with specific pre-stressing strand characteristics. The bridge rail must conform to the West Virginia Division of Highways Standard Specifications of Roads and Bridges (2023 edition) and include specific hardware and attachments. The bid is for delivery to District Seven of the West Virginia Division of Highways, with the shipping location specified as the jobsite according to the attached specifications. No pricing information is visible in the document, and the procurement method is a centralized purchase order for a one-time acquisition of bridge replacement components.

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Date Printed: May 27, 2025 Page: 1 FORM ID: WV-PRC-CRFQ-002 2020/05

Department of Administration Purchasing Division 2019 Washington Street East Post Office Box 50130 Charleston, WV 25305-0130

State of West Virginia Centralized Request for Quote

Highways

Proc Folder: 1645707 Reason for Modification:

Doc Description: Concrete Box Beams, Bridge Rail and Components

Proc Type: Central Purchase Order

Date Issued Solicitation Closes Solicitation No Version

2025-05-27 2025-06-12 13:30 CRFQ 0803 DOT2500000071 1

BID RECEIVING LOCATION

BID CLERK

DEPARTMENT OF ADMINISTRATION

PURCHASING DIVISION

2019 WASHINGTON ST E

CHARLESTON WV 25305

US

VENDOR

Vendor Customer Code:

Vendor Name :

Address :

Street :

City :

State : Country : Zip :

Principal Contact :

Vendor Contact Phone: Extension:

FOR INFORMATION CONTACT THE BUYER

John W Estep 304-558-2566 john.w.estep@wv.gov

Vendor Signature X FEIN# DATE

All offers subject to all terms and conditions contained in this solicitation

Date Printed: May 27, 2025 Page: 2 FORM ID: WV-PRC-CRFQ-002 2020/05

ADDITIONAL INFORMATION

REQUEST FOR QUOTATION:

The West Virginia Purchasing Division is soliciting bids on behalf of the West Virginia Division of Highways to establish a contract for the onetime purchase of Concrete Box Beams, Bridge Rail, and Components for Sand Fork of Fink Girder Replacement. Per the Bid Requirements, Specifications, Terms and Conditions attached to this solicitation.

INVOICE TO SHIP TO

DIVISION OF HIGHWAYS STATE OF WEST VIRGINIA

DISTRICT SEVEN JOBSITE - SEE

SPECIFICATIONS

DRAWER 1228

WESTON WV No City WV

US US

Line Comm Ln Desc Qty Unit Issue Unit Price Total Price 1 832-1/2 square feet, 21-Inch Interior Box Beam 1.00000 EA

Comm Code Manufacturer Specification Model #

30101700

Extended Description:

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.

INVOICE TO SHIP TO

DIVISION OF HIGHWAYS STATE OF WEST VIRGINIA

DISTRICT SEVEN JOBSITE - SEE

SPECIFICATIONS

DRAWER 1228

WESTON WV No City WV

US US

Line Comm Ln Desc Qty Unit Issue Unit Price Total Price 2 333 square feet, 21-Inch Exterior Box Beam 1.00000 EA

Comm Code Manufacturer Specification Model #

30101700

Extended Description:

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.

Date Printed: May 27, 2025 Page: 3 FORM ID: WV-PRC-CRFQ-002 2020/05

INVOICE TO SHIP TO

DIVISION OF HIGHWAYS STATE OF WEST VIRGINIA

DISTRICT SEVEN JOBSITE - SEE

SPECIFICATIONS

DRAWER 1228

WESTON WV No City WV

US US

Line Comm Ln Desc Qty Unit Issue Unit Price Total Price 3 Elastomeric Laminated Bearing Pads (B-1) 12.00000 EA

Comm Code Manufacturer Specification Model #

30101700

Extended Description:

Pads must be 1-13/16 inches X 4-3/4 inches X 28 inches.

INVOICE TO SHIP TO

DIVISION OF HIGHWAYS STATE OF WEST VIRGINIA

DISTRICT SEVEN JOBSITE - SEE

SPECIFICATIONS

DRAWER 1228

WESTON WV No City WV

US US

Line Comm Ln Desc Qty Unit Issue Unit Price Total Price 4 Elastomeric Laminated Bearing Pads (B-2) 4.00000 EA

Comm Code Manufacturer Specification Model #

30101700

Extended Description:

Pads must be 1-13/16 inches X 4-3/4 inches X 15-1/2 inches.

Date Printed: May 27, 2025 Page: 4 FORM ID: WV-PRC-CRFQ-002 2020/05

DIVISION OF HIGHWAYS STATE OF WEST VIRGINIA

DISTRICT SEVEN JOBSITE - SEE

SPECIFICATIONS

DRAWER 1228

WESTON WV No City WV

US US

Line Comm Ln Desc Qty Unit Issue Unit Price Total Price 5 Swedged Anchor Bolt or #8 Deformed Rebar 14.00000 EA

Comm Code Manufacturer Specification Model #

30101700

Extended Description:

Bolt or rebar must be 1 inch X 2 feet 0 inches.

INVOICE TO SHIP TO

DIVISION OF HIGHWAYS STATE OF WEST VIRGINIA

DISTRICT SEVEN JOBSITE - SEE

SPECIFICATIONS

DRAWER 1228

WESTON WV No City WV

US US

Line Comm Ln Desc Qty Unit Issue Unit Price Total Price 6 Sponge Rubber Preformed Joint Filler 10.00000 EA

Comm Code Manufacturer Specification Model #

30101700

Joint filler must be 2 inches thick. Joint filler must be 4-3/4 inches X 11-1/8 inches.

Date Printed: May 27, 2025 Page: 5 FORM ID: WV-PRC-CRFQ-002 2020/05

DIVISION OF HIGHWAYS STATE OF WEST VIRGINIA

DISTRICT SEVEN JOBSITE - SEE

SPECIFICATIONS

DRAWER 1228

WESTON WV No City WV

US US

Line Comm Ln Desc Qty Unit Issue Unit Price Total Price 7 Sponge Rubber Preformed Joint Filler 4.00000 EA

Comm Code Manufacturer Specification Model #

30101700

Extended Description:

Joint filler must be 2 inches thick. Joint filler must be 4-3/4 inches X 8-3/8 inches.

INVOICE TO SHIP TO

DIVISION OF HIGHWAYS STATE OF WEST VIRGINIA

DISTRICT SEVEN JOBSITE - SEE

SPECIFICATIONS

DRAWER 1228

WESTON WV No City WV

US US

Line Comm Ln Desc Qty Unit Issue Unit Price Total Price 8 Sponge Rubber Preformed Joint Filler 14.00000 EA

Comm Code Manufacturer Specification Model #

30101700

Joint filler must be 2 inches thick. Joint filler must be 6 inches X 3 feet 3-1/4 inches.

Date Printed: May 27, 2025 Page: 6 FORM ID: WV-PRC-CRFQ-002 2020/05

DIVISION OF HIGHWAYS STATE OF WEST VIRGINIA

DISTRICT SEVEN JOBSITE - SEE

SPECIFICATIONS

DRAWER 1228

WESTON WV No City WV

US US

Line Comm Ln Desc Qty Unit Issue Unit Price Total Price 9 Sponge Rubber Preformed Joint Filler 14.00000 EA

Comm Code Manufacturer Specification Model #

30101700

Extended Description:

Joint filler must be 1 inches thick. Joint filler must be 1 feet 9-3/4 inches X 3 feet 3-1/4 inches.

INVOICE TO SHIP TO

DIVISION OF HIGHWAYS STATE OF WEST VIRGINIA

DISTRICT SEVEN JOBSITE - SEE

SPECIFICATIONS

DRAWER 1228

WESTON WV No City WV

US US

Line Comm Ln Desc Qty Unit Issue Unit Price Total Price 10 Sponge Rubber Preformed Joint Filler 4.00000 EA

Comm Code Manufacturer Specification Model #

30101700

Joint filler must be 1 inches thick. Joint filler must be 1 feet 9-3/4 inches X 11-1/8 inches.

Date Printed: May 27, 2025 Page: 7 FORM ID: WV-PRC-CRFQ-002 2020/05

DIVISION OF HIGHWAYS STATE OF WEST VIRGINIA

DISTRICT SEVEN JOBSITE - SEE

SPECIFICATIONS

DRAWER 1228

WESTON WV No City WV

US US

Line Comm Ln Desc Qty Unit Issue Unit Price Total Price 11 Sponge Rubber Washer 30.00000 EA

Comm Code Manufacturer Specification Model #

30101700

Extended Description:

Washer must have 3-1/2 inch holes. Washer must be 8 inches X 8 inches X 1 inch thick.

INVOICE TO SHIP TO

DIVISION OF HIGHWAYS STATE OF WEST VIRGINIA

DISTRICT SEVEN JOBSITE - SEE

SPECIFICATIONS

DRAWER 1228

WESTON WV No City WV

US US

Line Comm Ln Desc Qty Unit Issue Unit Price Total Price 12 87-1/2 linear feet. Thrie Beam Bridge Rail 1.00000 EA

Comm Code Manufacturer Specification Model #

30101700

Extended Description:

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.

Date Printed: May 27, 2025 Page: 8 FORM ID: WV-PRC-CRFQ-002 2020/05

DIVISION OF HIGHWAYS STATE OF WEST VIRGINIA

DISTRICT SEVEN JOBSITE - SEE

SPECIFICATIONS

DRAWER 1228

WESTON WV No City WV

US US

Line Comm Ln Desc Qty Unit Issue Unit Price Total Price 13 Post-Tension Bearing Plates 10.00000 EA

Comm Code Manufacturer Specification Model #

30101700

Extended Description:

Bearing place must be 9 inches X 9 inches X 1 inch thick.

INVOICE TO SHIP TO

DIVISION OF HIGHWAYS STATE OF WEST VIRGINIA

DISTRICT SEVEN JOBSITE - SEE

SPECIFICATIONS

DRAWER 1228

WESTON WV No City WV

US US

Line Comm Ln Desc Qty Unit Issue Unit Price Total Price 14 122 linear feet, Post Tension Bar 1.00000 EA

Comm Code Manufacturer Specification Model #

30101700

Extended Description:

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.

Date Printed: May 27, 2025 Page: 9 FORM ID: WV-PRC-CRFQ-002 2020/05

DIVISION OF HIGHWAYS STATE OF WEST VIRGINIA

DISTRICT SEVEN JOBSITE - SEE

SPECIFICATIONS

DRAWER 1228

WESTON WV No City WV

US US

Line Comm Ln Desc Qty Unit Issue Unit Price Total Price 15 Asymmetrical Thrie-Beam Transition Section 4.00000 EA

Comm Code Manufacturer Specification Model #

30101700

Extended Description:

Transition sections must be 6 feet 3 inches. Transition sections must be supplied but NOT attached.

SCHEDULE OF EVENTS

Line Event Event Date 1 Tech Questions due by 10:00am 2025-06-04

Document Phase Document Description Page

DOT2500000071 Final Concrete Box Beams, Bridge Rail and Components

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