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This Solicitation opportunity from Pennsylvania was posted on August 27, 2024. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

Ekki Lumber for Rehabilitation of County Bridges

Closed
ITB #301409-1439EState & Local

Contract Overview

Solicitation details, issuing organization, response deadlines, documents, and interested companies for this government contract opportunity.

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NAICS: 332312
New
Federal
Steel and Other Metal Materials for the Marietta Repair Station: Stamford De-Watering Box Material PH 1
Solicitation # W9123727QA011
Solicitation W9123727QA011 is a firm-fixed price commercial supply contract issued by the US Army Corps of Engineers, Huntington District, for the procurement of various steel and metal materials to support the Stamford De-Watering Box project at the Marietta Repair Station in Ohio. This procurement is a 100 percent small business set-aside under NAICS code 332312. The required materials include a wide array of ASTM standard products, specifically ASTM 1018 CR round bars, ASTM A434 CL bc, ASTM A53 seamless pipe, ASTM 1026 seamless tubing, ASTM A36 plates and bars, ASTM A709 Gr 50 plates, T-beams, and flat bars, as well as ASTM A325 fasteners. Specialized fabrication is required for certain ASTM 709 Gr 50 plates, including 1/8 inch tolerances and 45-degree double bevels as specified in the technical drawings. The selected vendor is responsible for arranging shipping to the Marietta Repair Station, with the government handling the unloading of materials upon arrival. All deliveries must be completed within eight weeks of the award date and must be accompanied by traceable mill certifications and testing reports. To be eligible for award, firms must be registered in the System for Award Management and comply with DFARS clauses 252.225-7001 and 252.225-7002 regarding the Buy American and Balance of Payments Program and Qualifying Country Sources as Subcontractors. The contract will be awarded using simplified acquisition procedures, and final invoicing is to be submitted via email once all materials are delivered onsite.
W072 Endist Huntington

POSTED

about 18 hours ago

DEADLINE

in about 14 hours

General Info

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Timeline

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PhaseClosed
Posted

Solicitation

Deadline changed

Response deadline changed from Oct 2, 2024 to Sep 18, 2024.

Response Deadline

Deadline has passed

Submission Closed

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Organization & Contact Information

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AgencyPennsylvania → County of Chester
ContactsNo contacts available
OfficeN/A
Office AddressN/A
ContactsNo contact information available

Full Description

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The Chester County Department of Facilities desires to obtain Ekki lumber to be used in rehabilitation of County Bridges. The work includes, but is not limited to, furnishing all necessary labor, equipment and materials to accomplish the following: Provide Ekki lumber for use at County Bridges. All lumber is to be Lophira Alata hardwood, structural grade. Material shall be fresh cut (approximately 40% moisture content at cut time) and untreated. All material to be free from “white rot” or other deformities such as extensive checking or twisting of the members. Material shall be surfaced or rough cut as stated. Members shall be straight grained, maximum slope of grain to be 1:10. Members are to be cut without heart center or sapwood, but intermediate light-colored heartwood will be permitted. Small drying cracks or splits less than 15” in length are permitted. Small is defined as less than 1/16” in width. Wane or included bark shall not be permitted. Members shall be delivered in actual sizes without excessive bending or twisting, excessive being defined as the amount that cannot be taken out by normal connections. End splits and shrinkage cracks that do not impair the fastening or strength of the material will be permitted provided they do not exceed 8” in length or 25% of material thickness. Material to meet the following allowable stresses: Bending (Fb) 3,750 psi; Tension (Ft) 3,450 psi; Compression parallel to grain (Fc) 3,550 psi; Compression perpendicular to grain (Fc) 2,000 psi; Shear parallel to grain (Fv) 425 psi; Modulus of Elasticity (E) 2,490,000 psi; Maximum unit weight for design purposes 72 pcf. Supplier to provide grooved plank shop drawings for approval. The complete description of the materials required is contained within this package.

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Keith Deutsch
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