Attachment 1 - SOW Fall Protection Jib arms.pdf

Statement of Work

Fall Protection for Anniston Army Depot Building 400

1.0 Scope of Work: There will be thirteen (13) Swing Arms furnished and installed by the contractor in Building 400. The swing arms will be made up of the following characteristics, 30’ swing arms that shall be Gorbel Model # TTSA-

WC-B2-2P-30(or Equal).

2.0 Responsibilities.

2.1 Contractor.

All work is to be done on nights and weekends unless approved by the contracting officer. There shall be thirteen (13) Swing Arms furnished and installed by the contractor in Building 400 and they shall the following characteristics, 30’ swing arms that shall be Gorbel Model # TTSA-WC-B2-

2P-30(or Equal).

3.0 Acceptance Testing. Where Applicable

3.1 Equipment 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 continue 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:

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

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

3.2 No-Load Testing.

3.2.1 Trolley Travel: The trolley shall be operated the full distance of the bridge rails exercising all primary in each direction.

3.2.2 Bridge Travel: The Bridge shall be operated the full distance of the runway exercising all direction.

3.3 Load Test:

3.3.1 Static Load Test: Place rated weight on bridge and measure deflection. No more than 2 inches of deflection shall be allowed.

3.4 All labor and equipment for acceptance testing shall be supplied by the contractor.

4.0 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 Code of Federal regulations (CFR) 1926.1127

"Cadmium Construction Standards". The contractor shall conform to all federal, Occupational Health and Safety Administration (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 385-1, 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.

5.0 Requirements.

5.1 Technical Data:

One copy of the following technical data shall be provided as specified on attached DD Form 1423 with the equipment: operator's manuals, maintenance manuals, calibration specifications/procedures, catalogs, and spare parts lists.

Maintenance manuals shall include electrical, hydraulic, and pneumatic schematics, as applicable, parts lists, trouble-shooting procedures, preventive maintenance requirements, lubrication schedule, etc. Schematics shall show and identify all parts down to and including components on circuit boards. Catalogs shall fully describe all optional tooling, fixtures, and attachments available for the equipment being furnished. The recommended spare parts lists shall be complete with quantities required, prices, and normal delivery time for the items.

In addition, any other technical data normally furnished with the equipment shall be provided. All technical data shall be furnished in the English language.

5.2 Installation:

This equipment is to be installed by the contractor and the contractor shall be responsible for all plant, labor, and materials required for a complete installation.

Contractor shall be responsible for insuring that the installation is compatible with existing facilities. The area where the equipment is to be installed is in operation. The contractor shall not interfere with ongoing Government operations and production unless otherwise authorized by the Contracting

Officer. Installation is to be complete and equipment operational within 120 calendar days after contract award. All work will be done at night and on weekends unless per approved by the contracting officer.

The contractor shall plumb and wire up to twenty feet (ft). in both directions from fall protection jib to hook up power and air if not available the depot will run which ever to that point. The reels will be mounted on top of the jibs if clearance is allowed. The following are the columns that the Jibs will be installed on and if any items on the column has to be removed it shall be by the contractor. The columns are listed below.

A5 Fan, Airline and wiring relocated

A26 Jib must be removed.

A31-Electrical bus, electrical disconnect and power reel relocated

B5 North- Air reel relocated

B14 Center - Jib must be removed.

B15 Center - Jib must be removed.

B21 Center - Jib must be removed. Also air and electrical must be removed.

B23 Center - Jib must be removed. Also air and electrical must be removed.

C5 South - Relocate fan. Relocate Fire alarm.

C6 South - Relocate fan.

D29 – Relocate fan.

The general requirements for installation are as follows:

5.2.1 Electrical:

All electrical work 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. 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.

5.2.2 Plumbing:

All plumbing work shall comply with National Association of Plumbing-

Heating-Cooling Contractors/American Society of Plumbing Engineers

(NAPHCC/ASPE) Publication - National Standard Plumbing Code. 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 (thk.) calcium silicate with aluminum cover for outside lines and 1-1/2 inch thk. fiberglass with all service jacket for interior lines unless subjected to water or vapor.

5.2.3 Concrete

Concrete used in the installation of the equipment shall be Class A and shall have a minimum allowable compressive strength at 28 days of 3,000 pound per square inch (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.

5.2.4 Foundation Hardware.

All foundation hardware is required, the foundation hardware shall be furnished and included in the total bid price.

5.2.5 Coordination of Trades

Coordination of trades installing the equipment shall be the responsibility of the contractor.

INSTRUCTIONS FOR INSTALLATION: Four copies of the instructions for installation shall be provided as specified on attached DD Form 1423. The government will use these INSTRUCTIONS to review utility and space requirements of the proposed equipment. Within 40 days after date of contract, contractor shall provide Anniston Army Depot all information necessary for installation of the machine. This installation manual is to include, but not be limited to, the following:

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

Space required around the machine after installation for maintenance purposes.

Foundation requirements, if any.

Maximum overall length, width, and height dimensions.

Approximate location of utility connections on the machine.

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

Minimum doorway opening required to bring equipment into the building. 18’x20’

Industrial waste disposal requirements, if any.

Ventilation requirements, if any.

Approximate weight of the equipment.

5.2.6 Utilities.

The Government will provide utilities within 120 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. What is provided by the government at the job site is limited to the following:

Electrical: The Government will run electrical lines within 120 feet of the equipment installation site. The Government will furnish only one voltage to the site.

Plumbing: Nominal plant pressures supplied to the site will approximately be as follows:

Air 100 PSI

Water 75 PSI

Steam 100 PSI

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.

5.6 Site Visit.

A site visit is recommended to insure that the proposed equipment will be compatible with existing facilities.

6.0 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 procurement, Contracting Officer, the date at which time the contractor may deliver his equipment to the building.

7.0 Training

After installation the contractor shall provide 1 hour training for one each of operation and maintenance of the equipment. Training shall be given at

Anniston Army Depot during normal depot working hours. Cost for training shall be included in the total bid cost. Training shall be in the English language.

8.0 Cleanup

The contractor shall remove all debris, scrap material, trash, ect. from the job site daily. All trash shall be disposed of off-depot at a landfill or other proper facility and proof of proper disposal shall be submitted to the Contracting Officer.

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.

9.0 Scope Changes.

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.