DOCUMENT
56 -- Purchase of Culverts - Amendment 1
- Notice Date
- 8/1/2008
- Notice Type
- Amendment 1
- NAICS
- 331210
— Iron and Steel Pipe and Tube Manufacturing from Purchased Steel
- Contracting Office
- Department of Agriculture, Forest Service, R-6 Central Oregon Procurement, Ochoco NF, 3160 NE 3rd, Prineville, Oregon, 97754
- ZIP Code
- 97754
- Solicitation Number
- AG-04N0-S-08-0010
- Response Due
- 8/14/2008 4:30:00 PM
- Archive Date
- 8/29/2008
- Point of Contact
- Cynthia B. Armour,, Phone: (541) 416-6662, Joann W Smalling,, Phone: 541-416-6534
- E-Mail Address
-
carmour@fs.fed.us, jsmalling@fs.fed.us
- Small Business Set-Aside
- Total Small Business
- Description
- This is the revised and clarified culvert specifications: As of 08/01/2008 Gopher Flats Culverts 6’-0” Span, 3’-2” Rise, Structural Arch,.125” Aluminum,.109” Steel 60 Lineal Feet with 1 ½H to 1V Step Bevel ends. 707.05 Steel Structural Plate Structures. Furnish structures and assembly fasteners for connecting plates conforming to AASHTO M 167 for the sizes and types specified. The galvanized steel structural plate structure shall consist of plates and appurtenant Items which shall conform to the requirements of AASHTO M 167 ASTM A 761. All manufacturing processes including corrugating, punching, curving and galvanizing shall be performed within the United States using raw materials made in the United States. Assembly bolts and nuts shall be galvanized and meet the provisions of ASTM A 449, Type 1, and ASTM A-563, Grade C, respectively. 11’-11” Span, 3’-7” Rise, Structural Plate Box,.175” Aluminum 52 Lineal Feet 707.06 Aluminum-Alloy Structural Plate Structures. Furnish structures and assembly fasteners for connecting plates conforming to AASHTO M 219 for the sizes and types specified. The aluminum structural plate structure shall consist of plates and appurtenant items which shall conform to the requirements of AASHTO 219 and ASTM B 746. The corrugated plate (and ribs if required) shall be curved and bolt hole punched at the plant. Plate thickness and rib spacings shall be as indicated on the plans. All manufacturing processes including corrugating, punching, curving and galvanizing shall be performed within the United States using raw materials made in the United States. Bolts and nuts shall conform to the requirements of ASTM A307 or ASTM A449.
- Web Link
-
FedBizOpps Complete View
(https://www.fbo.gov/?s=opportunity&mode=form&id=bfb869aba7d389501beca6b56a6e40f0&tab=core&_cview=1)
- Document(s)
- Amendment 1
- File Name: Revised culvert specifications 8/01/2008 (Revised Spec_culvert.doc)
- Link: https://www.fbo.gov//utils/view?id=60fbf4e0ac834097722afeaa8ffaa503
- Bytes: 26.00 Kb
- Note: If links are broken, refer to Point of Contact above or contact the FBO Help Desk at 877-472-3779.
- File Name: Revised culvert specifications 8/01/2008 (Revised Spec_culvert.doc)
- Place of Performance
- Address: Ochoco National Forest, LaMonta Compound, 1175 N LaMonta Rd., Prineville, Oregon, 97754, United States
- Zip Code: 97754
- Zip Code: 97754
- Record
- SN01629463-W 20080803/080801223259-bfb869aba7d389501beca6b56a6e40f0 (fbodaily.com)
- Source
-
FedBizOpps Link to This Notice
(may not be valid after Archive Date)
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