Statement of Work.docx

STATEMENT OF WORK

Jack Tester Repair for Bldg 931 Luke Air Force Base, Arizona

1. OVERVIEW:

The purpose of this project is to repair a universal jack tester crossbeam and its related parts. This could be completed by either: 1) performing on-the-spot repair or, 2) by coordinating the transportation for off-site repair and then returning the equipment to operational service.

2. DESCRIPTION OF WORK:

2.1. This project includes all necessary repair and testing to perform work as listed in description of work below.

2.2. Performance Period. All work shall be completed within 90 calendar days after the Notice to Proceed is issued.

2.3. All services required are defined as follows:

2.3.1. If removing the crossbeam from the jack tester is not required to facilitate job completion:

2.3.1.1. Repair and chase threads underneath crossbeam (Refer to “Jack Tester Pictures”, Figure 1 and Figure 1a).

2.3.1.2. Repair threads (Figure 2a) on the top of crossbeam bore load cell (Figure 2).

2.3.1.3. Install crossbeam bore load cylinder onto Jack Tester in accordance with technical specifications and manuals.

2.3.1.4. Weld crossbeam bore load cylinder protection plate onto jack tester.

2.3.1.5. Confirm installation has been completed properly with the equipment owner prior to proceeding with the load test.

2.3.1.6. Load test in accordance with equipment manual while supervised/observed by equipment owner for verification of completion and proper operation.

2.3.1.7. Clean up any debris as stated in paragraph 4.7.

2.3.2. If removal of crossbeam and transportation is required to facilitate job completion:

2.3.2.1. In accordance with all technical specifications and manuals, disassemble jack tester and remove crossbeam (Figures 1 and 1a) from jack tester.

2.3.2.2. Transport crossbeam and crossbeam bore load cell (Figures 2 and 2a) to facility where the repairs to the crossbeam will be conducted

2.3.2.3. Repair threads underneath crossbeam (Figure 1 and 1a).

2.3.2.4. Repair threads (Figure 2a) on the top of crossbeam bore load cylinder (Figure 2).

2.3.2.5. Transport crossbeam back to jack tester location.

2.3.2.6. In accordance with all technical specifications and manuals, re-install the crossbeam, install crossbeam bore load cylinder.

2.3.2.7. Weld crossbeam bore load cylinder protection plate onto jack tester.

2.3.2.8. Confirm installation has been completed properly with the equipment owner prior to proceeding with the load test.

2.3.2.9. Load test in accordance with equipment manual while supervised/observed by equipment owner for verification of completion and proper operation.

2.3.2.10. Clean up any debris as stated in paragraph 4.7.

2.4. HAZARDOUS MATERIAL ABATEMENT: None

2.5. STRUCTURAL:

2.5.1. PRE-APPLICATION:

2.5.1.1. Contractor will provide all necessary equipment to properly remove and transport crossbeam.

2.5.1.2. Contractor will schedule work to ensure job is performed during the duty day as detailed in paragraph 4.7.

2.5.1.3. Contractor will ensure all OSHA and other applicable safety precautions are adhered to at all times.

2.5.2. APPLICATION:

2.5.2.1. Contractor shall verify proper removal and install instructions with jack tester owners and any applicable technical data or manuals.

3. GOVERNMENT FURNISHED INFORMATION, PROPERTY, OR SERVICES:

3.1. Upon the Contractor’s request, the Government will provide electronic and/or hard copies of available documents and correspondences pertinent to the work. Subject to availability, the government, without charge to the contractor and from existing outlets, will furnish electricity, gas, water and sanitary sewer capacity. The contractor at their own expense, shall install, maintain and remove any necessary temporary connections and distribution lines. If temporary lines are associated with this work, they shall be removed prior to final acceptance.

4. GENERAL INFORMATION

4.1. GENERAL: The contractor shall furnish all materials, equipment, and personnel necessary to design, manage, and accomplish the project. The Contractor shall thoroughly review the request for proposals for constructability and advise the contracting officer of potential problem areas prior to submitting a cost proposal. No alterations, additions or deletions shall be made unless prior written approval is given by the contracting officer. Under no circumstances is the Contractor to begin any work on the project until a Notice to Proceed is issued by the Contracting Officer.

4.2. SITE VISIT: The Contractor shall inspect the site where services are to be performed. This site review shall satisfy the Contractor’s need to identify all general and local conditions that may affect the cost of the contract. Failure to inspect the site will not constitute grounds for claims after contract award.

4.3. WARRANTY OF CONSTRUCTION: The contractor shall guarantee the workmanship and all materials for a one-year period from the date of completion.

4.4. QUALITY CONTROL: The contractor shall develop and maintain a quality control program to ensure the services are provided as specified in accordance with the standards accepted in commercial practices. The contractor shall develop and implement procedures to identify and prevent defective services from recurring.

4.5. SAFETY: The Contractor shall assume full responsibility and liability for compliance with the applicable regulations pertaining to the health and safety of personnel during the execution of work, and shall hold the Government harmless, for any action on his part or that of his employees or subcontractors, which results in illness, injury or death.

4.6. HOURS OF OPERATION: Generally, the contractor shall perform the on-site services required under this contract during the following hours: 7:30 am – 4:00 pm, Monday through Friday, except on U.S. holidays and AETC-directed “Family Days”, if applicable. The list of AETC Family Days can be provided if requested. No on-site work shall be scheduled or performed on holidays or “Family Days” unless previously approved or directed by the C.O. If the contractor desires to work on non-scheduled workdays or during other non-standard hours, he/she must submit a written request to the CO for approval.

4.7. CLEANING: If required, clean up all dirt and debris, remove spots and soiling with proper cleaner, trim off loose materials, and vacuum and mop entire area clean.

4.8. COMPLETION TIME: The contractor shall be required to notify the Contracting Office Representative when job is completed. An inspection of any and all services received under this contract will be conducted prior to acceptance.

4.9. SECURITY REQUIREMENTS:

4.9.1. The contractor shall comply with security regulations imposed by the Installation Commander and/or the agency occupying the space where the work is to be performed, including adhering to or obtaining any base passes.

4.9.2. The Contractor shall be responsible for safeguarding all government property from damage in performance of this contract. At the close of each work period, government facilities, equipment, and materials shall be secured.

4.9.3. All Contractors, including all subcontractors, are to be properly screened/vetted and cleared IAW DTM 09-012. The Contractor must coordinate all base access requests through the Contracting Officer Representative and Security Forces.

4.9.4. Upon termination of any employee, the contractor shall notify the Contracting Officer of the action by the next duty day and shall return all government identification for that person to the Contracting Officer by no later than one additional duty day

4.10. APPLICABLE LABOR LAWS: The most current Construction Wage Rate statute wage determination will be incorporated into the contract at the time of award.

END STATEMENT OF WORK