50 O. D Roll Forged Steel Sheave, Illinois Waterway Project Office, Peoria IL
Award Notice Posted
- Solicitation number
- W912EK-10-T-0139
- Agency
-
ENDIST Rock Island
US Army Corps of Engineers, Department of Defense
- Awarded
- to Rockford Rigging, Inc.
- Set-aside
- No set-aside
Opportunity facts
- Contract number
- W912EK-10-P-0358 Federal contract award
- NAICS code
- 332999 All Other Miscellaneous Fabricated Metal Product Manufacturing
- PSC
- Not on record
Notice details come from SAM.gov. Updated .
Notice text
3 versions
Update #3 · Latest ·
Sheaves and Bearings: The sheave construction shall be a two piece welded fabrication consisting of a roll forged rim welded to a concentric hub. The sheave rim shall be constructed of AISI C-1045 carbon steel. The hub shall be constructed of AISI C-1018/1026 carbon steel tubing. The wire rope groove configuration is to comply with the requirements of API 8A, and shall be smooth and free from conditions, which could cause rope damage. The groove tread (140 degree contact arc) shall be flame hardened to a surface hardness of Rc 50 minimum, for a depth of .060 minimum. The Sheave shall rotate on a double row, double cup, tapered roller bearing with slotted and extended cones conforming to Federal Specification FF-B-187, and shall be compatible with sheave loading and operating conditions. The sheave assembly shall be fitted with lip type elastomeric seals. The sheave shall be designed to operate on shafts machined to +/- .0005 of the indicated shaft dimension. The sheave shall be designed for radial design load of 228 kips, and shall withstand the breaking force of 1.50 XIP IWRC 6 x 37 wire rope without ultimate sheave failure. All exposed surfaces (excluding bearing, seal) shall be coated with inorganic zinc primer (Dimetcote or Carbozinc 11).
Quality Control Plan: After award, the contractor will provide a quality control plan that states the manufacturers procedures for monitoring and controlling the
manufacturing process and testing procedures to insure final product acceptability. The Contractor will provide material certification and testing reports upon completion of the work.
Update #2 ·
*The solicitation containing the specifications for this procurement are now available on www.fbo.gov. Any contractor wanting the solicitation containing the specifications must download them from this website.
Questions about this project must be submitted to the Army Single Face to Industry webpage at:
https://acquisition.army.mil/asfi/solicitation_search_form.cfm.
Enter solicitation number and click on the Solicitation Questions & Answers link to submit a question.
Questions must be submitted by August 26, 2010.
Update #1 ·
Sheaves and Bearings: The sheave construction shall be a two piece welded fabrication consisting of a roll forged rim welded to a concentric hub. The sheave rim shall be constructed of AISI C-1045 carbon steel. The hub shall be constructed of AISI C-1018/1026 carbon steel tubing. The wire rope groove configuration is to comply with the requirements of API 8A, and shall be smooth and free from conditions, which could cause rope damage. The groove tread (140 degree contact arc) shall be flame hardened to a surface hardness of Rc 50 minimum, for a depth of .060 minimum. The Sheave shall rotate on a double row, double cup, tapered roller bearing with slotted and extended cones conforming to Federal Specification FF-B-187, and shall be compatible with sheave loading and operating conditions. The sheave assembly shall be fitted with lip type elastomeric seals. The sheave shall be designed to operate on shafts machined to +/- .0005 of the indicated shaft dimension. The sheave shall be designed for radial design load of 228 kips, and shall withstand the breaking force of 1.50 XIP IWRC 6 x 37 wire rope without ultimate sheave failure. All exposed surfaces (excluding bearing, seal) shall be coated with inorganic zinc primer (Dimetcote or Carbozinc 11).
Quality Control Plan: After award, the contractor will provide a quality control plan that states the manufacturers procedures for monitoring and controlling the manufacturing process and testing procedures to insure final product acceptability. The Contractor will provide material certification and testing reports upon completion of the work.
NAICS Code: 332999
Size Standard: 500 employees
Delivery: 30 days from contract award to the following address:
Illinois Waterway Project Office
257 Grant Street
Peoria, IL 61603
It is anticipated the solicitation for this procurement will be available on www.fbo.gov on or about 19 August 2010.
Any contractor wanting the solicitation must download it from this website.
Questions about this project must be submitted to the Army Single Face to Industry webpage at:
https://acquisition.army.mil/asfi/solicitation_search_form.cfm.
Enter solicitation number and click on the Solicitation Questions & Answers link to submit a question.
Questions must be submitted by August 30, 2010.
We will not accept faxed quotes!
On GovTribe
Work this opportunity
- Track it in your pipeline
- Find teaming partners
- Similar opportunities
- Ask GovTribe AI about this opportunity