SOLICITATION NOTICE
99 -- 40 Ton Overhead Crane
- Notice Date
- 9/9/2008
- Notice Type
- Modification/Amendment
- NAICS
- 333923
— Overhead Traveling Crane, Hoist, and Monorail System Manufacturing
- Contracting Office
- Department of the Army, Army Contracting Agency, South Region, ACA, Yuma Proving Ground, ACA, Yuma Proving Ground - DABK41, ATTN: SFCA-SR-YM, Directorate of Contracting, Buidling 2100, Ocotillo Street, Yuma, AZ 85365-9106
- ZIP Code
- 85365-9106
- Solicitation Number
- W9124R-08-T-1067
- Response Due
- 9/18/2008
- Archive Date
- 11/17/2008
- Point of Contact
- Steve Tirone, 928-328-6287<br />
- Small Business Set-Aside
- Total Small Business
- Description
- Solicitation Number: W9124R-08-R-0067 Technical Questions: Close of Business 12 September Site Visit: None Closing Date: 11:00 AM MST, 18 September 2008 This amendment is for a stand alone packaged crane with a 62 span and 30 lift. Please provide technical data/cutsheets that identify the bolt pattern and support requirements for the concrete work to be provided by the Government. The contractor will not be responsible for the concrete work. The proposal must include a minimum of five sets of haunches with a maximum spacing of 25 between each haunch and rails. Additional requirements are as follows: Design Criteria: 1.Capacity: 40 Ton Class D Heavy Duty 2.Span: 62 0 3.Girders: Two (2), 48 box and bolted 4.Runway Type: Top Running, Haunch Mounted 5.Runway Length: 100 0 approximate 6.Average Load: 65% 7.Seismic load per IBC for Yuma, Arizona 8.Cross girder connection: Bolted Electrification: 1.Power Requirement: 480/3/60 2.The electrical system shall be installed in compliance with the rules and recommendations of the National Electrical Safety Code, NFPA 70, National Electric Code (NEC), whichever is more stringent. All grounding, bonding, shielding and associated components shall comply with article 250 of the NEC, NFPA 70 latest revision. Technical Manual TM5-690 Grounding and Bonding in Command, Control Communications, Computer, Intelligence, Surveilance, and Reconnaissance Facilities (C41SR) is available from the Headquarters, Department of the Army, dated 15 February 2002 3.Electrical service shall be obtained from existing power supply located near the building. Power for the crane shall be taken from the panel. 4.Conductors shall be THHN type, rated 600 volts. No aluminum conductors are to be used. 5.Wire sizing: NEC table 310-16 shall be utilized for correct sizing of conductors. 6.Overhead/exposed conduit shall be Electrical Metalic Tubing. It shall be installed within the guidelines of Article 348 of the NEC. All boxes and fittings used shall be in accordance with Article 370 of the NEC 7.The seismic load shall be in accordance with the International Building Code for the Yuma area. 8.The wind load shall be 100 miles per hour (hoist will be indoors). Hoist: 1.Type: Wire Rope 2.Lift: 30 true vertical lift H-3 Rated 15 min/hr 3.Speed: 10/1.5 per minute 4.1 80 FPM Hoist Orientation Cross 5.Max run time: 30 min. Trolley: 1.Power: Motorized 2.Speed: 0-65 per minute 3.Profile: Top Running 4.Max run time: 30 min. Bridge End Trucks: 1.Power: Twin Motorized 2.Speed 0-80 per minute 3.Electrification: Festooned in Tracks 4.Max run time: 30 min. Operator Control: 1.Independent traveling pendent type control which will allow the hoist to move simultaneously between the lift, trolley, and bridge so as to provide diagonal movement while lifting and allowing the operator to move with the load. 2.Compact, light weight, durable, and ergonomically designed to allow for single hand operation. 3.Two (2) steel cables inside pendant cord for permanent strain relief Additional Criteria: 1.The crane system shall meet the Crane Manufacturers Association of America (CMAA), American Institute of Steel Construction (AISC) specifications, and all Occupational Safety and Health Administration guidelines to include, bumpers, emergency main line disconnect, and capacity signage. 2.Structural steel for the crane shall be designed, fabricated, and erected in accordance with the requirements of UFC& AISC. 3.Welding of any structural steel shall conform to the American Welding Society (AWS) specifications with electrodes conforming to AWS A5.1, E-70xx series. 4.Dissimilar metals which are not compatible when contacting each other shall be insulated from each other by means of gaskets or insulating compounds. 5.The crane will be operated in a desert environment where summer temperatures average 105 degrees and a high of 115 degrees is not uncommon. 6.Load test and certification 7.Mechanical drawings/blueprints 8.Maintenance/preventive maintenance schedule/operators manuals 9.Warranty 10.Training As stated prior there will not be a site visit as the building has not been constructed.
- Web Link
-
FedBizOpps Complete View
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- Place of Performance
- Address: ACA, Yuma Proving Ground - DABK41 ATTN: SFCA-SR-YM, Directorate of Contracting, Buidling 2100, Ocotillo Street Yuma AZ<br />
- Zip Code: 85365-9106<br />
- Zip Code: 85365-9106<br />
- Record
- SN01664052-W 20080911/080909221030-b3481c4445c2c5c05d138eee68316c76 (fbodaily.com)
- Source
-
FedBizOpps Link to This Notice
(may not be valid after Archive Date)
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