Final_CRFQ_0803_DOT2500000071_1_WV_CRFQ_FORM.PDF
PDF 749 KB Posted
- 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 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 the onetime purchase of concrete box beams, bridge rail, and associated components for the Sand Fork of Fink Girder Replacement project located at District Seven jobsite near Weston, West Virginia. The solicitation requests 15 line items including five interior box beams (832.5 square feet total), two exterior box beams (333 square feet total), elastomeric laminated bearing pads in two configurations (12 and 4 units respectively), swedged anchor bolts or deformed rebar (14 units), multiple sponge rubber preformed joint fillers in various sizes (42 total units), sponge rubber washers (30 units), thrie beam bridge rail with 16 posts and hardware for 87.5 linear feet, post-tension bearing plates (10 units), post-tension bars in five pieces totaling 122 linear feet with nuts, and four asymmetrical thrie-beam transition sections not requiring attachment. Solicitation CRFQ 0803 DOT2500000071 was issued on May 27, 2025, with bids closing on June 12, 2025, at 1:30 p.m. Technical questions must be submitted by June 4, 2025, at 10:00 a.m. Bids should be submitted to the Department of Administration Purchasing Division, 2019 Washington Street East, Charleston, West Virginia 25305.
The solicitation specifies detailed technical requirements for all components, including concrete strength specifications of 5,500 psi at detention and 8,000 psi at 28 days for box beams, seven-wire uncoated low-relaxation oversize strands with 270,000 psi minimum tensile strength, and Tex-Cote 300 Bridge Coat latex acrylic copolymer coating for interior and exterior beams. All box beam lab reports must accompany shipping tickets. The bridge rail must conform to standards set forth in section 607 of the West Virginia Division of Highways Standard Specifications of Roads and Bridges (adopted 2023). Specific dimensions and thickness requirements are provided for bearing pads, joint fillers, washers, and all other components. Shipping is directed to the Division of Highways District Seven jobsite in Weston, West Virginia, with invoicing to Drawer 1228, Weston, West Virginia. For additional information, contact John W. Estep, the designated buyer, at 304-558-2566 or john.w.estep@wv.gov.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| CRFQ DOT2500000071 Exhibit A Pricing Page.xlsx | XLSX spreadsheet | |
| CRFQ DOT2500000071 Terms and Conditions.pdf | ||
| CRFQ DOT2500000071 Specifications.pdf | ||
| CRFQ DOT2500000071 Inst to Vendors.pdf |
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Text version
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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