Loren Data's SAM Daily™

FBO DAILY ISSUE OF AUGUST 10, 2007 FBO #2083
SOURCES SOUGHT

54 -- Modify Spanners

Notice Date

8/8/2007
 

Notice Type

Sources Sought
 

NAICS

332312 — Fabricated Structural Metal Manufacturing
 

Contracting Office

ACA, Fort Carson, Directorate of Contracting, 1676 Evans Street, Building 1220, 3rd Floor, Fort Carson, CO 80913-5198
 

ZIP Code

80913-5198
 

Solicitation Number

W911RZ-07-P-SPANNERS
 

Response Due

8/17/2007
 

Archive Date

10/16/2007
 

Small Business Set-Aside

Total Small Business
 

Description

This is a SOURCES SOUGHT NOTICE and not a request for quotation. The purpose of this announcement is to determine potential U.S. Small Business Administration (SBA) certified 8(a), HubZone, Service Disabled Veteran-Owned Small Business sources with current relevant qualifications, experience, personnel, and the capability to perform this proposed project located at Fort Carson, CO. The Contractor will modify the ends of rail car bridge spanners (280 ea) constructed of aluminum channel. They will fabricate the handles and kick plates at their location and work on-site at Fort Carson to drill the bolt holes for the kick plates/mount t hem and bring a welding torch to attach the handles. A SITE VISIT WILL BE REQUIRED FROM POTENTIAL CONTRACTORS, BUT NOT FOR THIS SOURCES SOUGHT NOTIFICATION. 1. Description of Spanners: There are a total of 280 spanners. Each spanner is 10L x 2W x 3H and weighs 232 pounds and are constructed of 5 each I Beams 10 x 3 x 2.59 lb/ft aluminum and are covered with 3/8 Tread Plate Aluminum. 2. Handles on Spanners: Request fabrication of 4 handles for each spanner and that they are welded on each spanner as follows: " One handle on each side. " One handle at each end. " The grip part of the handles should be 12 long. " The handles should be mounted in the center of the outside I beams, at least 12 from each end. 3. Side Kick Plates (2 spanners only): Request fabrication of 2 each 2 long side Kick Plates for 2 spanners. " Kick plates should be constructed of 4 angle heavy duty aluminum. " Each kick plate should be bolted to the spanner 20 from each end of the spanner. " Both kick plates run parallel to and are bolted to the second I beam from the outside of the spanner. 4. Kick Plates (remaining 278 spanners): Request fabrication of 1 each 2 long side Kick Plate for 278 spanners. " Kick plates should be constructed of 4 angle heavy duty aluminum. " Kick plate should be bolted to the spanner 20 from the end of the spanner. " Kick plate should be bolted to the second and forth I beams across the width of the spanner. Responses to this announcement shall be sent to: Debra Santos, Contract Specialist, Phone (719) 526-5849, Fax (719) 526-5333, Email: debra.santos3@us.army.mil by Fri, 17 Aug 2007 by 10:00 a.m., MST. Responses shall include Company Name, DUNS #, cage code , address, telephone number, point of contact, email address, business size, socio-economic status and capabilities statement. Potential contractors should be registed at www.ccr.gov.
 

Place of Performance

Address: ACA, Fort Carson Directorate of Contracting, 1676 Evans Street, Building 1220, 3rd Floor Fort Carson CO

Zip Code: 80913-5198

Country: US
 

Record

SN01366012-W 20070810/070808221514 (fbodaily.com)
 

Source

FedBizOpps Link to This Notice
(may not be valid after Archive Date)

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