CRFQ DOT2500000059 Exhibit A Pricing Page.xlsx

XLSX spreadsheet 14 KB Posted

Attached to
Steel Piling and Epoxy Coated Rebar
Solicitation number
CRFQ 0803 DOT2500000059 1
Issued by
Barbour County, West Virginia

About this file

This is a pricing exhibit for a state and local contract opportunity (CRFQ DOT2500000059) involving structural steel and guardrail materials for what appears to be a transportation or infrastructure project. The project requires multiple steel components including 16,900 pounds of W12X65 steel piling (13 pieces at 20 feet 0 inches each), reinforcing rebar in various sizes and configurations totaling approximately 5,838 pounds, and 14,400 pounds of 8-inch wide flange beams (8Wx18#x40'). Additionally, the contract calls for 87.5 linear feet of Class 1 W-beam guardrail with comprehensive associated components including approach posts, mounting posts, plates, wood block outs, buffer end terminal sections, bolts, and splice fasteners. The pricing page identifies five primary line items with specified quantities and units of measure, though unit costs and total amounts have not been populated in the document.

The pricing exhibit does not contain information regarding pricing terms, payment schedules, set-asides, incumbent contractors, or funding sources. The document serves as the framework for bidders to submit unit cost quotations for each specified line item, which will be extended to calculate the grand total contract value. All materials must conform to referenced standard specifications, including ASTM A572 for steel piling and intermediate grade billet steel requirements for reinforcing bars. The project specifications reference pertinent plans and standard specifications sections that define dimensional and material requirements for all components.

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Table 1

EXHIBIT A-Pricing Page

Item
NumberQuantityUnit of
MeasureDescriptionUnit CostTotal
116,900LBS16,900 pounds W12X65 Steel Piling - Steel piling must be 13 pieces - 20 feet 0 inches. Steel piling shall conform to the requirements of ASTM A572 (fs = 50,000 p.s.i.).$
22,090LBS2,090 pounds of #5 Epoxy Coated Bent Rebar - Dimensions of all #5 epoxy coated bent rebar shall be manufactured to match the specifications listed in the accompanying set of pertinent plans for this project. All reinforcing steel shall be intermediate grade billet steel, grade 40 or grade 60 in accordance with subsection 709.1 of the Standard Specifications. The requirements of Section 602 of the Standard Specifications shall be followed.$
31,398LBS1,398 pounds #5 Epoxy Coated Straight Rebar - #5 epoxy coated straight rebar must be 67 pieces - 20 feet 0 inches. All reinforcing steel shall be intermediate grade billet steel, grade 40 or grade 60 in accordance with subsection 709.1 of the Standard Specifications. The requirements of Section 602 of the Standard Specifications shall be followed.$
42,350LBS2,350 pounds #8 Epoxy Coated Straight Rebar- #8 epoxy coated straight rebar must be 44 pieces - 20 feet 0 inches. All reinforcing steel shall be intermediate grade billet steel, grade 40 or grade 60 in accordance with subsection 709.1 of the Standard Specifications. The requirements of Section 602 of the Standard Specifications shall be followed.$
414400LBS8Wx40' Wide Flange Beams (8Wx18#x40')$0.00
587-1/2LF87-1/2 Linear Feet, Class 1 W-beam Guardrail. 87-1/2 linear feet - Class 1 W-Beam Approach Rail. Dimensions of all approach rail shall be delivered to match the radii listed in the accompanying set of pertinent plans for this project. 16 each - W6X9 x 6 feet 0 inches approach posts, 2 each W6X9 x 2 feet 8-1/2 inches structure mounted posts, 2 each 1 feet 0 inches x 1 feet 0 inches x 1/2 inch plates, 18 each 6 inch x 8 inch x 14 inch Wood Block Outs, 4 each Buffer End Terminal Section, 18 each Guardrail Bolt & Nut, Hex Head (5/8 inch dia. X 10 inch) and 88 each Guardrail Splice Bolt (5/8 inch dia. X 1-1/4 inch)$
Grand Total· : ·· ·r-·$

File details come from the government source that posted it. Updated .