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 document is an Exhibit A Pricing Page (CRFQ DOT2500000071) from the West Virginia Division of Highways, detailing a comprehensive bridge construction materials procurement. The document lists 15 line items including 21-inch interior and exterior box beams (totaling 1,165.5 square feet), elastomeric bearing pads, anchor bolts, sponge rubber joint fillers, bridge rail, post-tension bearing plates and bars, and thrie-beam transition sections. The specifications are highly detailed, requiring precise measurements, material strengths, and coating requirements for each component, with quantities ranging from 4 to 832-1/2 units per item type.
The pricing page indicates zero dollar values for all line items, suggesting this might be a preliminary bid document or a template for pricing submission. The materials are specified to meet West Virginia Division of Highways' 2023 Standard Specifications for Roads and Bridges, with technical requirements including minimum concrete strength, pre-stressing strand specifications, and specific coating standards like "Tex-Cote 300 Bridge Cote" for box beams. The comprehensive list of materials appears designed for a specific bridge construction or rehabilitation project, with precise engineering specifications for each component to ensure structural integrity and performance.
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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 .