SOLICITATION NOTICE
30 -- Miter Gate Parts - SF-1449
- Notice Date
- 8/9/2012
- Notice Type
- Combined Synopsis/Solicitation
- NAICS
- 333613
— Mechanical Power Transmission Equipment Manufacturing
- Contracting Office
- Department of the Army, U.S. Army Corps of Engineers, USACE District, St. Paul, Attn: CEMVP-CT, 180 East Fifth Street, St. Paul, Minnesota, 55101-1678, United States
- ZIP Code
- 55101-1678
- Solicitation Number
- W912ES-12-T-0135
- Archive Date
- 8/30/2012
- Point of Contact
- Jesse Onkka, Phone: 6512905444, Kevin P. Henricks, Phone: 6512905414
- E-Mail Address
-
Jesse.L.Onkka@usace.army.mil, kevin.p.henricks@usace.army.mil
(Jesse.L.Onkka@usace.army.mil, kevin.p.henricks@usace.army.mil)
- Small Business Set-Aside
- Total Small Business
- Description
- SF-1449 1. GENERAL. Furnish parts and quantities as specified in the following table: PART NAME REFERENCE DRAWING AND MARK NUMBER REQUIRED MATERIAL WT/EA. (LB) QTY/ EA. GUDGEON PIN BUSHING ML6-21/10-A14 UNS C95400 23 8 GUDGEON PIN ML6-21/10-GP1 UNS S1740O 413 4 GUDGEON PIN KEEPER REPLACES ML6-21/10-K1 ASTM A36 24 8 UPPER STRUT CONNECTION BUSHING ML6-21/10-A3 UNS C95400 27 4 LOWER STRUT CONNECTION BUSHING ML6-21/10-A4 UNS C95400 24 4 ANCHOR BAR PIN ML6-21/10-P1 UNS S17400 130 8 GATE STRUT BUSHING 1 ML6-22/7-8 UNS C95400 14 4 GATE STRUT BUSHING 2 ML6-22/7-4 UNS C95400 10 4 BUFFER YOKE PIN ML6-21/10-P13 UNS S17400 66 4 Drawings of these parts are included at the end of this specification section. 1.1 Applicable Publications. The latest issue of the publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only. 1.2.1 American National Standards Institute (ANSI) B1.1 (2003) Unified Screw Threads B46.1 (2002) Surface Finish 1.2.2 American Society for Testing and Materials (ASTM) A 325 (2006) High Strength Bolts for Structural Steel Joints. A 564 (2004) Hot-Rolled and Cold-Finished Age-Hardening Stainless Steel Bars and Shapes B 22 (2002) Bronze Castings for Bridges and Turntables. B 148 (2003) Aluminum-Bronze Sand Castings. 2.3 Society of Automotive Engineers (SAE). J429 (1999) Mechanical and Material Requirements For Externally Threaded Fasteners. 1.3 SUBMITTALS Shop drawings and material certifications shall be submitted electronically via email to both the Government contracting officer representative and also to the Government technical point of contact. The Government technical point of contact is: DEPARTMENT OF THE ARMY St. Paul District, Corps of Engineers 180 5th Street East Saint Paul, Minnesota 55101-1638 CEMVP-EC-D, M.Klika (651)290-5575 mark.s.klika@usace.army.mil Government review turnaround time will be within five (5) calendar days from the date of receipt by the Contracting Officer. The Contractor will be notified by the Contracting Officer of the results of the review, and also of final acceptance. Any work performed prior to notification of acceptance shall be at the Contractor's own risk. 1.3.1 Shop drawings. The contractor shall submit shop drawings to the Government for all items furnished under this contract. Shop drawings may be copies of Government-furnished drawings, with markups to describe any/all proposed changes from the specified condition. Drawing markups shall include dimensions, tolerances, weld callouts, surface finishes, materials, tests and heat treatments. Furnish catalog cuts for standard products to indicate model numbers and salient characteristics of the part. Catalog cuts shall be furnished for fasteners to include fastener specification, size, and manufacturer. 1.3.2 Material Certifications. The Contractor shall submit dated copies of all purchase orders. The purchase orders shall identify the UNS alloy designation and the ASTM specification (as applicable) of all metal alloys to be used for each item. Purchase orders shall indicate the quantities and weights of each piece. All purchase orders shall be dated after the date of contract award. All purchase orders shall be accompanied with a listing of what parts are to be fabricated from the raw materials described. 2.0 PRODUCTS 2.1 TOLERANCES AND SURFACE FINISHES Where tolerances are not called out, dimensions shall be within (+/-)0.05 inch of the stated dimension. Surface finishes shall be in accordance with ANSI B46.1. All surfaces, machine finished or otherwise, shall be described on the shop drawings by symbols which conform to ANSI B46.1. Journal surfaces that will mate to bushings (pin outer diameters, bores, etc.) shall be finished to 16 micro inches or smoother. Roughness specified in the maximum value and any lesser degree will be satisfactory unless otherwise called for on the drawings. Compliance with specified surface shall be determined by sense of feel and visual inspection of the work compared to Roughness Comparison Specimens, in accordance with the provisions of ANSI B46.1. 2.2 GREASE GROOVES All bushing grease grooves shall be machine cut to the depth, width and layout as indicated on the drawings with radii or deburring to all sharp edges. Submit for acceptance the machine tool method used to produce the grease grooves. 2.3 PINS After heat treatment of the surface hardness to Brinnell Hardness Number range 350-400, polish the pin outside diameter to remove surface oxides. 2.4 FASTENERS Furnish fasteners as specified in the following table: PART NAME REFERENCE DRAWING AND MARK NUMBER INCH SIZE AND THREAD DESIGNATION QUANTITY NOTES MITER GATE FASTENERS GUDGEON PIN BUSHING BOLTS ML6-21/10-B14 3/8UNC X 1.25 FLATHEAD HEX SOCKET CAPSCREW 82-DEGREE 36 32 + 4 spare NO FLATWASHERS AND NO HEXNUT MITER SEAL BOLTS n/a 0.75UNC X 3.5 54 48 + 6 spare STRUT ARM FASTENERS BOLTS FOR 21/10-A3 & A4 ML6-21/9-FS B9 & B15 0.75UNC X 2.25 ASTM A325 54 48 + 6 spare FASTENERS FOR BUSHING 1 & 2 ML6-22/10-FS 22/10-M 3/8UNC X 1.0 FLATHEAD HEX SOCKET CAPSCREW 82 DEGREE 44 40 + 4 spare NO FLATWASHERS AND NO HEXNUT COTTER PIN FOR 21/10-P13 N/A 0.5" DIA X 6" LONG STAINLESS STEEL 6 4 + 2 spare All fasteners SAE Grade 8 with zinc finish unless noted. Each bolt shall be furnished with two flatwashers and one hex nut unless otherwise noted. Flathead fasteners shall have 82-degree included angle or as accepted by the contracting officer. NOTE ** Early delivery required for parts with double asterisk (**) designation. See Paragraph: DELIVERY DUE DATES. All bolts specified to be furnished with flatwashers and hex nuts shall be furnished preassembled with 2 flatwashers and hex nuts. All fasteners shall be furnished in 5-gallon steel pails sealed with reusable lids with contents clearly marked on the exterior. All parts of a given specification shall be furnished packaged together and not mixed with other specified parts. 3.0 EXECUTION 3.1 QUALITY CONTROL The Contractor shall establish and maintain a quality control system to assure compliance with the contract requirements and shall maintain records of all quality control operations covered by these specifications. 3.2 INSPECTION. At the discretion of the Contracting Officer, an inspection may be conducted in the Contractor's facility prior to shipment by a government representative to determine conformance with the specifications. The Contractor shall notify the Contracting Officer 4 calendar days in advance of the date the items will be ready for inspection. If the inspection and/or testing reveal any defect or unauthorized deviation from the requirements of the contract which would make it unfit for proper performance, the Contractor will be required to satisfactorily remedy such conditions, at no increase in Price to the Government. 3.2.1 Measurement Instruments. The Contractor shall have at the inspection pre-shipment site suitable micrometers, calipers, and similar precision equipment as required to allow the Government's inspector to verify all dimensions with tolerances (diameters) and surface finishes of Contractor-furnished components. 3.3 PACKAGING AND MARKING. Parts shall be packaged and shipped fully enclosed in weatherproof shipping crate boxes with forklift skids, packing lists, and removable and reusable covers. Parts will be accounted upon delivery. Crates shall be externally marked with at least 2-inch tall block lettering to include the contract number and the following text: "LOCK 6 MECHANICAL PARTS." 3.5 DELIVERY DUE DATES. All of the Contractor-furnished components shall be delivered on or before 3 December 2012. 3.6 SHIPMENT. The bid price shall include the cost of transportation and unloading the destination site. Shipment shall be FOB destination. The Government will not unload parts from the Contractor's delivery truck at the below listed destination. Shipment destination address and shipping point of contact is: US ARMY CORPS OF ENGINEERS LOCK AND DAM NO.6 W24055 Lock and Dam Road Trempealeau, WI 54661-0406 LOCKMASTER: Ms. Rojean LaSeure (608-534-6424) The Contractor shall notify the point of contact of the shipment at least 4 days before the scheduled delivery date. Delivery shall be between the hours of 7:00 AM and 3:30 PM Monday through Friday, except on Government holidays. If delivery will be arriving after 3:30 P.M. notify Government personnel of the delay no later than 2:30 pm.
- Web Link
-
FBO.gov Permalink
(https://www.fbo.gov/spg/USA/COE/DACA37/W912ES-12-T-0135/listing.html)
- Place of Performance
- Address: Wisconsin, United States
- Record
- SN02833397-W 20120811/120810001304-6e93a15f1892982e3f01217feed804fe (fbodaily.com)
- Source
-
FedBizOpps Link to This Notice
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