Attachment No.1-SOW 5 TON CRANE BUILDING 129 ANNISTON ARMY DEPOT- Revise 06 Aug 2026.pdf

06 Aug 2026

5 TON CRANE BUILDING 129 ANNISTON ARMY DEPOT

Statement of Work

1.0 SCOPE: The Government has a requirement for one (1 EA) 5-ton (10,000 lb.)

top-running, single-girder bridge crane, without support structure, painted safety yellow. The bridge crane shall be installed in Building 129, Anniston Army Depot

(ANAD)."

The bridge crane shall be designed and constructed to the Crane Manufacturers Association of America (CMAA) moderate service requirements by a certified CMAA shop, for operation in an industrial environment. Codes, which shall govern this scope of work, include Occupational Safety & Health Administration (OSHA) 1910.179, CMAA spec # 70 & 74, Class C, American National Standards Institute (ANSI) B30.2, National Fire Protection Association (NFPA) 70, National Electrical Code (NEC) Article 610, TB-43-0142, and American Welding Society (AWS) 14.1.

2.0 BACKGROUND: The government has a new requirement for one (1) 5-ton bridge crane to be furnished and installed over the 850-transmission test stand in building 129. The new bridge crane will replace the existing 5T bridge crane that has reached the end of its useful life and load and unload each transmission to and from the test stand from the surrounding floor space. The interior dimensions of the test stand room are approximately 27’ wide, 60’ long, and 24’ to lowest point of interior ceiling. The test stand room has 480V service for new crane.

3.0 CONTRACTOR REQUIREMENTS:

3.1. The Contractor shall not proceed with any verbal or written change(s) to the scope of work from sources other than the Contracting Officer, who will provide changes in writing.

3.2 EQUIPMENT TO BE PROVIDED: The contractor shall provide one (1) 5-ton (10,000 lb), top running single girder bridge crane without support structure, painted safety yellow, that meets the following specifications.

3.2.1. ELECTRIC HOIST: The contractor shall provide a chain hoist of the heavy-duty type, a 5-ton rating, and electric motor operated. The lower load block and hook shall not be considered part of the rated capacity.

The hoist shall meet the following specifications:

3.2.1.1. Capacity: Hoist – 5-ton, 10,000 lbs.

3.2.1.2. Number Required: 1

3.2.1.3. Lift and Profile: Available lift capability shall be 20’.

3.2.1.4. Lifting Speeds: Two-speed - 25/8 fpm, VFD controlled.

3.2.1.5. Electrical Service: 480 Volt, 3-phase, 60 hertz A.C (The contractor shall verify the voltage before any electrical components are ordered). Contractor shall provide the disconnect for the crane and the contractor shall be responsible for connecting to the disconnect from ANAD supplied power source.

3.2.1.6. Control: The pendant shall be free floating and located at a maximum of 3'-0" from the bottom of the pendant to the finished floor. The systems shall also have radio control and be supplied with 2 remotes.

3.2.1.7. Power Source: The hoist electrification system shall be enclosed conductor bar or festoon.

3.2.1.8. Limit Switches: The hoist shall be provided with a limit switch for control of the hook at maximum raised position and hook in the extreme lower position.

3.2.2. HOIST TROLLEY: The contractor shall provide a chain hoist trolley that meets the following specifications:

3.2.2.1. Trolley shall be rated at 5-tons, 10,000lbs.

3.2.2.2. Number Required: 1

3.2.2.3. Speed: Shall be 2 speed - 50 ft/min high; 25 ft/min low (plus or minus 10%). Variable drive frequency (VFD) controlled.

3.2.2.4. Drive: Travel of the trolley shall be pendant and radio controlled.

3.2.3. BRIDGE SYSTEM: The contractor shall provide a bridge system of dual speed, top running single girder type. Bridge and drive system shall be compatible and as generally offered within the manufacturer's product line. Two capacity plates shall be provided, one for each side of the bridge. Each plate shall be lettered to indicate the total rated hoisting capacity of the crane. All lettering shall be of sufficient size to be easily read from the floor. Each lower load block shall be marked with the hoist rated capacity. The bridge system shall mee the following specifications:

3.2.3.1. Bridge Span: Approximately 27’.

3.2.3.2. Bridge height: Approximately 24’.

3.2.3.3. Number required: 1

3.2.3.4. Bridge Drive: Drive units shall be dual speed of 115 ft/min high and 50 ft/min low, (plus or minus 10%), be VFD controlled and operate from insulated type conductor rails.

3.2.3.5. Bridge Girders: Bridge girders shall be wide flange beams, standard I- Beams, reinforced beams or sections fabricated from rolled plates and shapes. Bridge shall be designed for all dead and live loads plus a safety factor of five (5).

3.2.3.6. Stops and Bumpers: Structural trolley stops shall be provided on the bridge to engage the trolley wheels. Stops shall be located to permit maximum trolley travel.

3.2.3.7. Bridge Rails: Bridge rails shall be fastened to the top cover plate with welded clips or J-bolts. Bridge rail joints shall be bolted using standard joint bars. Rail joints shall be staggered. A positive stop shall be provided at the bridge rail ends to prevent creeping. Bridge rails shall be of the size recommended by the crane manufacturer and specified in the contract drawings.

3.2.3.8. Bridge Electrification: All pushbuttons or other manually operated controls shall be energized at a nominal 120 volts through control transformers as may be required. Push buttons shall be oil tight and heavy-duty type. Hoist control shall satisfy the applicable requirements of the National Electrical Manufacturers Association (NEMA), Industrial Control and Systems Standards. All wiring shall be in accordance with the National Electric Code. All electrical panels and boxes shall be marked and labeled in accordance with National Fire Protection Association (NFPA) 70e standards, also written lockout/tagout procedures for this equipment must be provided and attached to lockout/ tagout points.

Power for the bridge drive motors, trolley, and hoist shall be derived from either bronze, stainless steel, rolled copper, or equal, conductor rails of a design especially suited to the purpose and supported by insulators and clamps at not more than 5 foot spacing, and supported by or on the tracks. Rail shall be in the form of a channel with the bus bars rigidly mounted against the sides and top of the formed channel.

The support brackets and conductors shall be supplied and coordinated by the same manufacturer. The conductors shall be protected with plastic insulating shields or metal cover arranged to reduce the risk of accidental contact. The use of a grounded transformer circuit to eliminate one conductor will not be acceptable.

Connector bars and accessories are to be supplied and installed by the contractor along with the crane runway structure.

3.2.3.9. Motors: Motors shall be suitable for operation on a 480 volt, 3 phase, 60 hertz electrical power system, shall be of ample capacity to operate the hoist service shall be designed with a 30-minute time rating, 55-degree centigrade rise, and with torque and speed characteristics especially suited to the service.

3.2.3.10. Pendant Control Station/Remotes: The pendant control station shall be suspended from the crane by a strain chain or 1/4-inch (minimum) wire rope strain lead of corrosion resistant steel. The pendant station shall be free-floating. The pendant control station enclosure shall be NEMA Type four (4). Push buttons shall be heavy duty, dust-and-or-oil-tight type having distinctly felt operating positions. Push buttons shall be so constructed that they cannot become hung-up in the control case. Pendant shall include a separate set of push buttons for each motion and for POWER ON-POWER OFF. All operating characteristics of each crane and hoists are to be controlled from the appropriate pendant located at the hoist hook. The crane shall have all movements controlled by wireless remotes. Two remotes shall be supplied with each bridge system.

3.2.3.11. Transformers: Transformers shall be dry type and shall carry full load continuously at rated voltage and frequency without exceeding an average temperature rise of 115 degrees Celsius above an ambient temperature of 40 degrees Celsius. The transformer shall have a totally enclosed case, which shall be furnished to resist corrosion. Transformers shall be fully encapsulated, except for those specifically designed for use as an isolation transformer for static power.

3.2.4. RUNWAY AND SUPPORT COLUMNS: This project will utilize the existing runway and support structure rated for a 5T crane.

3.3 Shop Drawings: The Contractor shall provide detailed drawings that consist of a complete list of equipment and materials, including manufacturer's descriptive and technical literature, performance charts, curves, catalog cuts, and installation instructions. Detail drawings shall also contain complete wiring and schematic diagrams; and any other details required to demonstrate that the system has been coordinated and will properly function as a unit. All items provided shall be in the English language.

3.4 Nameplates: The contractor shall provide nameplates on each major component of equipment, and shall have the manufacturer's name, address, type or style, catalog number, and serial number on a plate secured to the equipment. The lifting capacity shall be clearly indicated on both sides of the main bridge girder.

3.5 Standard Products/Warranty: The contractor shall provide materials and equipment and shall be standard products of manufacturers regularly engaged in the fabrication of cranes with a standard warranty.

3.6 DELIVERY AND INSTALLATION

3.6.1. The contractor shall be responsible for all plant labor and materials required for complete installation of 5 Ton crane. Contractor shall be responsible for insuring that the installation is compatible with existing facilities. Unless otherwise approved by the Contracting Officer, installation shall be done during normal depot working hours. The contractor shall not interfere with ongoing government operations and production unless otherwise authorized by the Contracting Officer.

Verification of Dimensions: The Contractor shall field verify all dimensions and electrical requirement necessary for work to be performed and shall advise the Contracting Officer of any discrepancy before performing any work. Installation shall be complete and equipment operational within 60 calendar days after work begins.

3.6.2. ELECTRICAL: The contractor shall comply with American National Standards Institute (ANSI) Publication C2 - National Electric Safety Code and With National Fire Prevention Association (NFPA) Publication No. 70

- National Electrical Code, while all electrical work is being performed. All materials used in the installation shall conform to applicable National Electrical Manufacturers Association (NEMA) and Underwriters Laboratories (UL) listings.

Workmanship shall be in accordance with standard commercial practice.

Runs shall be installed perpendicular and parallel to existing facilities and the equipment being installed. When equipment is installed near existing power lines, equipment shall be located for proper clearances in accordance with ANSI C2. New equipment shall not be connected to government power without prior approval of the Contracting Officer. No high voltage work will be accomplished without prior approval of the Contracting Officer. All connections to government power and all high voltage work shall be performed in the presence of a qualified government electrician.

The contractor shall provide the disconnect for the crane and the contractor shall be responsible for connecting to the disconnect from ANAD supplied power source.

3.6.3. PLUMBING: The contractor shall comply with National Association of Plumbing-Heating-Cooling Contractors/American Society of Plumbing Engineers (NAPHCC/ASPE) Publication - National Standard Plumbing Code, while all plumbing work is being performed. All materials used in the installation of the equipment shall conform to industry standards and shall be compatible with and shall meet the performance requirements of the equipment being installed. Workmanship shall be in accordance with standard commercial practice. Runs shall be installed perpendicular and parallel with existing facilities and the equipment being installed.

Bypasses shall not be installed at steam-reducing stations. All heating coils shall be trapped independently. Unless otherwise specified, steam and condensate piping shall be insulated with 1-1/2-inch-thick calcium silicate with aluminum cover for outside lines and 1-1/2-inch thick fiberglass with all service jacket for interior lines unless subjected to water or vapor.

Drainage and waste: Unless otherwise specified in the contract solicitation, the contractor shall place drain lines and tie into existing sanitary, storm, or industrial waste lines as required.

3.6.4. CONCRETE: The existing concrete in the building is verified to be 8” thick and proper soil compaction. Minimum concrete thickness required for this project is 8”, no footings required.

The contractor shall use concrete in the installation of the equipment, shall be Class A, and shall have a minimum allowable compressive strength at 28 days of 3,000 PSI unless otherwise specified. Samples for concrete strength tests shall be provided, stored, and tested as directed.

Unless otherwise specified, the contractor shall be responsible for the design of all concrete work, including formwork and reinforcing. Ready-mixed concrete shall be used and must be delivered and discharged within 45 minutes after the introduction of water to the cement and aggregate. Placing of concrete shall conform to Chapter 4 of the American Concrete Institute Standard ACI 318. Workmanship shall be in accordance with standard commercial practice. The foundation shall be in accordance to manufacturers’ design and is the responsibility of the contractor.

3.6.5. FOUNDATION HARDWARE: The contractor shall use foundation hardware for the installation.

3.6.6. COORDINATION OF TRADES: The contractor shall be responsible for coordination of trades installing the equipment.

Contractor Disposition Requirements

The Contractor shall be solely responsible for all aspects of property disposition, including coordination, demil, logistics, scheduling, and compliance with all applicable requirements of Anniston Army Depot (ANAD), the Defense Logistics Agency Disposition Services (DLA DS, formerly DRMO), and/or the Anniston Army Depot Recycle Program DRK.

The Contractor shall attend a mandatory site meeting with the Anniston Army Depot Property Book Officer (PBO), DLA Disposition Services representative, and/or Anniston Army Depot Recycle/DRK no later than 45 calendar days prior to the Contractor's scheduled turn-in date. The purpose of this meeting is to review disposition requirements, confirm required documentation, address any site-specific or item-specific requirements. The purpose of the mandatory meeting is to generate a Disposition Plan which addresses all the contractor and Governments requirements and responsibilities.

The government will be responsible for all required documentation outlined in the Disposition Plan that will be approved 45 days prior to equipment turn in date outlined in plan. The Contractor shall be fully responsible for requesting, preparing, obtaining signatures on, and providing all required documentation for disposition 5 days prior to equipment turn-in date. The contractor shall be responsible for all scheduling, documentation, loading, cleaning, draining, hauling, and offloading. If the contractor and receiving agency has any type of arrangements worked out that might include staging containers or roll-offs in assistance and these plans are delayed the Government is not responsible.

3.6.7. INSTRUCTIONS FOR INSTALLATION: The contractor shall provide four copies of the instructions for installation as specified on attached DD Form 1423. The government will use these instructions to review utility and space requirements of the proposed equipment. Within 30 days after date-of-contract, contractor shall provide Anniston Army Depot with all information necessary for installation of the machine. This installation manual is to include, but not be limited to, the following:

a. Floor plan drawing of the machine and major machine components showing floor space required.

b. Space required around the machine after installation for maintenance purposes.

c. Foundation requirements, if any.

d. Maximum overall length, width, and height dimensions.

e. Approximate location of utility connections on the machine.

f. All utility requirements including electrical, air, water, steam, drains, etc. Include amps, GPM, etc.

g. Minimum doorway opening required to bring equipment into the building.

h. Industrial waste disposal requirements, if any.

i. Ventilation requirements, if any.

j. Approximate weight of the equipment.

3.6.8. SHIPPING, HANDLING, AND STORAGE: The contractor shall be responsible for all shipping, storage, and handling of the equipment and all materials. The government shall not be responsible for furnishing any labor, equipment, or warehouse space for the loading, unloading, and storing of any materials. The government will make available, if possible, space for a contractor furnished trailer or van for the storage of the materials.

Trailer space will be made available as close to the job site as possible, depending on the parts stored in that area. Should the contractor not wish to furnish a trailer for equipment storage, then the contractor shall coordinate with the Contracting Officer, the date at which time the contractor may deliver his equipment to the building.

3.6.9. CLEANUP: The contractor shall remove all debris, scrap material, and trash from the job site daily. The contractor shall ensure proper disposal and segregation of Solid Waste, Recyclable items, and Construction Debris (C&D) in proper marked waste containers. The contractor shall adhere to all Depot Solid Waste and Recycling Policies. ANAD will provide an outdoor location for the cleanup of contaminated material if requested by the contractor. No equipment will be provided by the Government to perform any of the work performed by the contractor.

3.6.10. SAFETY PRACTICES: The contractor shall be aware that there are trace amounts of lead, cadmium, nickel, chromium and other heavy metals present in the dust and coatings on and around the crane. The contractor shall adhere to all OSHA standards with special attention to 29 CFR

1926.62 "Lead Construction Standards" and 29 CFR 1926.1127 "Cadmium Construction Standards". The contractor shall conform to all federal, OSHA standards applicable to work performed and safety practices and guidelines contained within this statement of work.

Contractor clause entitled Accident Prevention, Army Material Command Regulation ® 385-100, Safety and Occupational Health Regulation ANADR 385 Series, Engineering Manual (EM) 385-1-1, 29 Code of Federal Regulations (CFR) 1926/1910, other related Department of Transportation Regulation (49 CFR), and all local policies shall be strictly adhered to. All contractors and subcontractors shall comply with all applicable federal, state, and local safety and occupational health regulations and policies while on the installation.

3.7 ACCEPTANCE TESTING: The contractor shall conduct all testing with the procedures provided in this section.

3.7.1. Acceptance Test: Equipment shall pass the following tests and inspections made by government and contractor personnel.

3.7.1.1. Test Sequence: The crane shall be tested according to the applicable paragraphs of this procedure in the sequence provided.

3.7.1.2. Monitoring: During the load test, improper operation or poor condition of safety devices, electrical components, mechanical equipment, and structural assemblies shall be monitored. Observed defects critical to continued testing shall be reported immediately to the Contracting Officer and testing shall be suspended until the deficiency is corrected.

During and immediately following each load test, the following inspections shall be made:

a. Inspect for evidence of bending, warping, permanent deformation, cracking or malfunction of structural components.

b. Inspect for evidence of slippage in chain sockets and fittings.

c. Check for overheating in brake operation; check for proper stopping.

All safety devices, including emergency stop switches and POWER OFF push buttons, shall be tested and inspected separately to verify proper operation of the brakes.

d. Check for abnormal noise or vibration and overheating in machinery drive components.

e. Check chain drum and drum spooling for proper operation, freedom of movement, abnormal noise or vibration.

f. Check electrical drive components for proper operation, freedom from chatter, noise or overheating.

g. Inspect external gears for abnormal wear patterns, damage, or inadequate lubrication.

3.7.2. No-Load Testing:

3.7.2.1. Hoist Operating and Limit Switch Test: The load hook shall be raised and lowered through the full range of normal travel at rated speed and other speeds of the crane. The load hook shall be stopped below the geared limit switch upper setting. In slow speed only, proper operation of upper and lower limit switches for primary motion shall be verified. The test shall be repeated a minimum of three times to demonstrate proper operation. Brake action shall be tested in each direction.

3.7.2.2. Trolley Travel: The trolley shall be operated the full distance of the crane boom/bridge exercising all primary drive speed controls in each direction.

3.7.2.3. Hoist Loss of Power No-Load Test: Using primary drive, the hook shall be raised to a height of approximately 5 feet or less. While slowly lowering the hook, the main power source shall be disconnected verifying that the hook will not lower and that both brakes will set.

3.7.3. Load Test:

3.7.3.1. Hoist:

a. Hoist Static Load Test: Holding brakes and hoisting components shall be tested by raising the test load approximately 1 foot. The load shall be held for 10 minutes.

b. Dynamic Load Test: 100% test load shall be raised and lowered through the full range operating in each speed. The machinery shall be completely stopped at least once in each direction to ensure proper brake operation.

c. Hoist Loss of Power Test: After raising 100% test load to approximately 8 feet, slowly lower the test load, the main power source and the control shall be released verifying that the test load will not lower and that both brakes will set.

d. Trolley Dynamic Load Test: While operating the trolley the full distance of the crane rail in each direction with test load on the hook.

3.7.4. The contractor shall supply all labor and equipment for acceptance testing.

3.8 TRAINING: The contractor shall provide 1 hour training for one each of operation and maintenance of the equipment after installation. Training shall be given at Anniston Army Depot during normal depot working hours. Training shall be in the English language.

3.9 DELIVERABLES

3.9.1. The contractor shall provide detailed shop drawings that consist of a complete list of equipment and materials, including manufacturer's descriptive and technical literature, performance charts, curves, catalog cuts, and installation instructions. Detailed drawings shall also contain complete wiring and schematic diagrams; and any other details required to demonstrate that the system has been coordinated and will properly function as a unit. All items provided shall be in the English language.

3.9.2. The contractor shall provide (4) four copies of operation and maintenance manuals for the equipment furnished. Operation manuals shall detail the step-by-step procedures required for the system start-up, operation, and shutdown. Operation manuals shall include the manufacturer's name, model number, parts list, and brief description of all equipment and their basic operating features. Maintenance manuals shall list routine maintenance procedures, possible breakdowns and repairs, and troubleshooting guides.

Maintenance manuals shall include piping and equipment layout, and simplified wiring and control diagrams of the system as installed. All items provided shall be in the English language.

3.9.3. The contractor shall furnish spare parts data for each different item of material and equipment specified. The data shall include a complete list of parts and supplies, with current unit prices and source of supply.

4.0 GOVERNMENT REQUIREMENTS

4.1 The government will provide utilities within 80 feet of the equipment installation site. The capacities of the utilities (wire sizes, pipe sizes, etc.) will be based on information supplied by the contractor under INSTRUCTIONS FOR INSTALLATION noted above (3.6).

4.2 The government will provide nominal plant pressures of the following:

Air 90 PSI Water 75 PSI Steam 100 PSI

4.3. The government will make available, if possible, space for a contractor furnished trailer or van for the storage of the materials.

4.4 The government will provide an outdoor location for the cleanup of contaminated material if requested by the contractor.