CRFQ DOT2500000071 Exhibit A Pricing Page.xlsx
XLSX spreadsheet 14 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 pricing exhibit for a West Virginia Department of Transportation bridge construction project (CRFQ DOT2500000071). The project involves the supply and fabrication of structural components for a bridge structure, including fifteen line items with specific materials and technical specifications. The primary components requested are precast, prestressed concrete box beams (832-1/2 square feet of 21-inch interior box beams in 5 pieces and 333 square feet of 21-inch exterior box beams in 2 pieces), elastomeric laminated bearing pads, swedged anchor bolts, sponge rubber preformed joint fillers in multiple sizes, sponge rubber washers, thrie-beam bridge rail systems with posts and hardware, post-tension bearing plates, and post-tension bars. The box beams must meet minimum strength requirements of 5,500 psi at detension and 8,000 psi at 28 days, utilize seven-wire uncoated low relaxation oversize strands, and be finished with "Tex-Cote 300 Bridge Cote" latex acrylic copolymer coating. The bridge rail system must conform to West Virginia Division of Highways Standard Specifications Section 607 (2023 edition), and the fabricator is responsible for attaching the guardrail components to the beams prior to shipment, subject to shipping constraints.
All pricing fields on this exhibit show $0.00 entries with unit costs and total costs left blank, indicating this is a template for bidders to complete with their proposed pricing. No other pricing terms, contract duration, award dates, set-asides, or funding information is provided in this document. Bidders must complete the unit cost and total cost columns for each of the fifteen line items, with lab reports for box beams required to accompany shipping documentation.
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Text version
Sheet1
| Exhibit A |
| Pricing Page |
Item Number Quantity Unit of Measure Description Unit Cost Total
| 1 | 832-1/2 | SF | 832-1/2 square feet, 21-Inch Interior Box Beam - 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 (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. Box beam lab reports must accompany the shipping ticket. | $ - 0 | ||
| 2 | 333 | SF | 333 square feet, 21-Inch Exterior Box Beam - 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-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. Box beam lab reports must accompany the shipping ticket. | $ - 0 | ||
| 3 | 12 | EA | 12 each, Elastomeric Laminated Bearing Pads (B-1) - Pads must be 1-13/16 inches X 4-3/4 inches X 28 inches. | $ - 0 | ||
| 4 | 4 | EA | 4 each, Elastomeric Laminated Bearing Pads (B-2) - Pads must be 1-13/16 inches X 4-3/4 inches X 15-1/2 inches. | $ - 0 | ||
| 5 | 14 | EA | 14 each, Swedged Anchor Bolt or #8 Deformed Rebar - Bolt or rebar must be 1 inch X 2 feet 0 inches. | $ - 0 | ||
| 6 | 10 | EA | 10 each, Sponge Rubber Preformed Joint Filler - Joint filler must be 2 inches thick. Joint filler must be 4-3/4 inches X 11-1/8 inches. | $ - 0 | ||
| 7 | 4 | EA | 4 each, Sponge Rubber Preformed Joint Filler - Joint filler must be 2 inches thick. Joint filler must be 4-3/4 inches X 8-3/8 inches. | $ - 0 | ||
| 8 | 14 | EA | 14 each, Sponge Rubber Preformed Joint Filler - Joint filler must be 2 inches thick. Joint filler must be 6 inches X 3 feet 3-1/4 inches. | $ - 0 | ||
| 9 | 14 | EA | 14 each, Sponge Rubber Preformed Joint Filler - Joint filler must be 1 inches thick. Joint filler must be 1 feet 9-3/4 inches X 3 feet 3-1/4 inches. | $ - 0 | ||
| 10 | 4 | EA | 4 each, Sponge Rubber Preformed Joint Filler - Joint filler must be 1 inches thick. Joint filler must be 1 feet 9-3/4 inches X 11-1/8 inches. | $ - 0 | ||
| 11 | 30 | EA | 30 each, Sponge Rubber Washer - Washer must have 3-1/2 inch holes. Washer must be 8 inches X 8 inches X 1 inch thick. | $ - 0 | ||
| 12 | 87-1/2 | LF | 87-1/2 linear feet, Thrie-Beam Bridge Rail - 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, hardware, 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. | $ - 0 | ||
| 13 | 10 | EA | 10 each, Post-Tension Bearing Plates - Bearing plates must be 9 inches X 9 inches X 1 inch thick. | $ - 0 | ||
| 14 | 122 | LF | 122 linear feet, Post-Tension Bar - 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. | $ - 0 | |
| 15 | 4 | EA | 4 each, Asymmetrical Thrie-Beam Transition Section - Transition sections must be 6 feet 3 inches. Transition sections must be supplied but NOT attached. | $ - 0 |
Grand Total $ - 0
File details come from the government source that posted it. Updated .