Attch 3 Gantry Crane PWS.pdf

DEPARTMENT OF THE AIR FORCE

UNITED STATES FORCES JAPAN

753d SPECIAL OPERATIONS AIRCRAFT MAINTENANCE

SQUADRON

APO AP 96326

PERFORMANCE WORK STATEMENT

FOR

INSTALL, LEASE AND REMOVE

GANTRY CRANE

BLDG. 102, YOKOTA AB, JAPAN

5 June 2020

Table of Contents

SECTION 1 Description of Services / General Information Page 2

SECTION 2 Services Summary Page 10

SECTION 3 Appendices Page 10

Appendix A1 Hangar 102 Overhead (Bridge) Crane Minimum Specifications:

Appendix A2 Hangar 102 As-Builts

SECTION 1

DESCRIPTION OF SERVICES/GENERAL INFORMATION

Background/Introduction

A brand new (never been used) gantry type crane is needed to perform heavy maintenance on the CV-22. Currently, building 102 does not have a gantry crane. The immediate solution to address this need until all MILCON has been built for the CV-22 is to acquire, through lease, a gantry crane. The crane needs to have a running span of 120 feet with a minimum width of 100 feet. It must have a 5 ton minimum lift capacity, and have inching capability. The crane is required to have a wire type hook, with wired crane controller. The crane hook must have a minimum height of 28 feet and a recommended hook height of 35 feet, measured at the hook saddle. The crane must consist of two parallel railways front to back that are affixed to the floor with a traveling bridge spanning the gap. The hoist component will run along the bridge moving left to right.

1.0. DESCRIPTION OF SERVICES. The contractor shall provide all necessary labor, management, tools, equipment, transportation, materials, evaluation of the concrete, and any other items or services necessary to perform installation, rental (includes: inspection and maintenance), repair, and dismantling of a brand new (never been used) Gantry Crane IAW to manufacturer specifications.

Contractor shall also mitigate all asbestos encountered during construction. Contractor’s design will be submitted to the government POCs listed for review and approval prior to material purchase.

Contractor’s plan of installation will be submitted to the government POC listed for review and approval prior to installation. The contractor shall perform in accordance with (IAW) this Performance Work Statement (PWS), commercial standards and practices, and the manufacturer’s specifications.

1.1. Contractor shall properly balance, level, align, ground, and test replacement systems.

Contractor shall provide a load rating for the crane after install. Also, the Contractor shall dispose of any materials that they remove from the facility to install the new equipment. The contractor shall remove the crane and other provided equipment within 30 calendar days after the lease period. Removal includes restoration of all Government facilities and grounds to previous conditions. The contractor shall remove all debris and all materials and debris generated at the work site IAW local Japanese law.

1.2. General Requirements.

1.2.1. The Materials for this project shall meet all applicable Japanese and U.S.

Standards; Manufacturer’s design will be submitted to the government POCs listed for review and approval prior to material purchase. Manufacturer’s plan of installation will be submitted to the government POC listed for review and approval prior to installation. Contractor will route an AF Form 103 through 374 CES (government POCs can provide copy) before starting work.

1.2.2. Pre-final/Final inspection will be conducted upon completion of work. The United States Government will perform the inspection within 2 working days after notification by the Contractor

1.2.3. The contractor shall be responsible for the protection of existing equipment, landscape, structures and surrounding facilities. Any damages shall be repaired to match conditions prior to damage at no additional cost to the government.

1.2.4. Smoking is not allowed inside and within 50 feet of the entrance of any facility.

The contractor or the contract manager is responsible to enforce the smoking policy for all employees engaged in the performance of this contract work.

1.2.5. The telephone number for Security Police, Fire Protection, Emergency Medical

Service, and other emergencies is 911. For off base call 042-507-6560.

1.2.6. Contractor shall provide Operations and Maintenance manual, Training manuals, As Built Drawings, as well as manufacturer warranty(s) information in digital and electronic format in both English and Japanese.

1.2.7. The contractor shall also train the users on proper operation and maintenance of system.

1.3. Site Visit: Contractor shall Coordinate with Project Manager to have the following Site Visits

1.3.1. Initial Site Visit: Contractor shall go on-site to investigate location prior to designing a solution. Investigation may include taking photos, measurements, and concrete samples if needed (with government permission) in order to design a gantry crane solution to meet the requirements discussed. Contractor may ask government representatives for additional information if needed.

1.3.2. Pre-Construction: Contractor will go on-site to construction plan with government representatives prior to commencing work.

1.3.3. Pre-Final: Contractor will develop a punch list to document work not conforming to contract specifications and design drawings; government representatives may add to the punch list if they note additional deviations from requirements. Contractor will then be required to complete work on the punch list prior to Final Inspection and Acceptance.

1.3.4. Final inspection and Acceptance: Contractor will walk through the project site with government reps to show punch list completion and for final acceptance of the project. If work on the punch list was incomplete or additional non-conforming issues are found on site, contractor is required to reschedule the final inspection.

1.4. Desired Outcome:

The contractor shall be responsible for providing the following material Items:

- Gantry crane within H102 that meets or exceeds contract specifications.

- Design drawings prior to construction

- As-built drawings after contraction

- Operations & Maintenance Manuals

- Certified Load Rating of the crane

Inspection Schedules/Checklists for the crane that will follow manufacturer’s recommendations and be sufficient to prevent deterioration as well as ensure safe and reliable operation of the crane

1.3 Period of Performance: Installation estimated completion within 120 days after final delivery of all materials. Leasing shall include a base year with 4 option year and possible 6-Month extension.

1.4 Acceptance: An operational test is required to show the following requirements were met:

1.4.1 5 Ton Minimum Lift Capacity

1.4.2 Running Span of 120 ft Length x 100 ft Width

1.4.3 Meeting but preferably exceeding 28 ft minimum hook height at the hook saddle (35 ft is recommended)

1.4.4 Hoist component has ability to run along the bridge moving left to right, has inching capability, and includes wire-type hook w/wired crane controller

1.4.5 Crane Tracks will allow for wheeled vehicle to drive over without damage

1.1. INSPECTION AND MAINTENANCE (as a part of the Lease).

1.1.1. The contractor shall perform inspection and maintenance services at least once per year, dependent on manufacturer recommendation and site conditions, for the gantry crane. The inspection and maintenance shall prevent deterioration and ensure a safe and reliable operating condition of the entire system. The manufacturer’s operation and maintenance manuals will be provided by the Contracting Officer’s Representative (COR). Prior to the commencement of work, the contractor shall review and obtain necessary information including specifications of the crane, physical condition of the crane, and any other conditions essential for maintaining the crane in safe and reliable operating conditions.

1.1.2. Annual Maintenance Schedule. Within 15 calendar days after contract award and by the start of each option year, the contractor shall submit an annual maintenance schedule, in both English and Japanese, for COR approval. The annual schedule shall show the date and time of the inspection/ maintenance for each item in Appendix A1. The contractor shall not deviate from the approved schedule without obtaining prior approval from the COR.

1.1.3. Inspection and Maintenance Report. The contractor shall submit a semi-annual inspection and maintenance report both in English and in Japanese to the COR within 15 calendar days after completion of each inspection and maintenance services are performed. The report shall be digital format-type and include the following items at a minimum:

(1) Location

(2) Date and time work performed

(3) Name of licensed technician who performed

(4) Description and method of service performed

(5) Inspection and/or maintenance data

(6) Calibration

(7) Condition of GANTRY CRANE

(8) Signature of Contractor Representative

1.2. REPAIRS/MINOR MODIFICATIONS.

1.2.1. Repair work includes the reprocessing or replacement of parts or materials which have deteriorated and could not have been corrected through maintenance servicing. Repair work may also be required for correction of conditions and equipment that adversely affects the use of system for designated purpose as well as to restore any failed or failing components. Repairs may be identified during routine maintenance service or as an on-call service.

1.2.2. In the event that the contractor identifies needed repairs during maintenance service, the contractor shall immediately inform the COR and take temporary measures to ensure safety and to minimize/prevent further damages to the systems. Additionally, the contractor shall submit a deficiency report in both English and Japanese to the COR within five (5) calendar days of the findings. If the estimated repair or a minor modification cost is below $10,000.00, or the equivalent yen value, of the total cost (labor and parts), the COR will notify the contractor to immediately proceed with the repair. If the estimated repair or minor modification exceeds $10,000.00, or the equivalent yen value, the contractor shall provide the cost estimate to the KO for determination of price fair –and- reasonableness, and the repair shall not commence until a notification is provided by the KO. All repairs shall be invoiced under CLINs X002. If repair is needed due to contractor negligence during installation or maintenance, the contractor shall complete the repair at no cost to the Government. The deficiency report shall include at a minimum of the following information:

(1) Location

(2) Finding date of needed repair

(3) Description of needed repair (pictures, drawings, etc.)

(4) Justification (what will happen if repair is not accomplished)

(5) Description of repair work requirement

(6) Material list and man-hours for repair

(7) Proposed repair schedule

(8) Cost estimate for repair work

(9) Submission date of the report with contractor representative’s signature

1.2.3. On-Call Telephone Support. The contractor shall be available via telephone Mondays through Fridays, 0800 to 1645, to answer any questions or concerns the COR may have concerning the GANTRY

CRANE.

1.2.4. If the issue cannot be resolved through telephone technical support, the contractor shall dispatch an engineer within 72 hours after notification from the time of the COR’s request. The contractor shall report to the work location, survey, perform minor repairs, and restore the equipment and/or systems to the maximum extent practicable. If the repair is unable to be made at the time of the response, the contractor shall immediately take temporary measures to ensure safety and to minimize/ prevent further damages to the systems. The contractor shall submit a deficiency report in both English and Japanese to the COR of each installation within five (5) calendar days.

1.2.5. If the estimated repair cost is below $10,000.00, or equivalent yen value, to include labor, material, equipment, and any costs associated with the on-call service (travel, labor, or other costs) if there was an on-call service, the COR will notify the contractor to immediately proceed with the repair. If the estimated repair exceeds $10,000.00, the contractor shall not commence until a notification is provided by the Contracting Officer. All repairs shall be invoiced under CLIN X002.

1.2.6. The contractor shall accomplish repair work IAW an approved schedule. If the repair work requires any utilities/operation outage, the contractor shall provide the detailed work schedule to include the outage plan, and obtain approval for the outage from all affected customers through the COR prior to shutting a system down.

1.2.7. Repair Report. The contractor shall prepare and submit a written report within ten (10) calendar days after the repair is accomplished. This report shall include:

(1) Date, time, and repair service performed, including step by step process

(2) Photographs showing deficiencies and repair performed

(3) Results of follow-on inspection, testing, and certification

(4) Repair material and labor cost, including man-hours

(5) Submission date of report with contractor’s representative’s signature

1.3. Dismantle and Restoration.

1.3.1. Dismantle. The contractor shall dismantle the facilities and other provided equipment within 30 calendar days after the completion of lease. Dismantling includes restoration of all Government’s worksites and facilities to an acceptable and reasonable condition. The start date and schedule for dismantling/restoration work shall be submitted to the COR prior to commencement of work.

1.3.2. Removal. The contractor shall remove all debris and all materials and debris generated at the work site IAW local Japanese law. No debris shall be disposed of on YAB.

2.0. GENERAL INFORMATION.

2.1. CONTRACTOR PERSONNEL.

2.1.1. Contract Manager. The contractor shall provide a contract manager who shall be responsible for all requirements in this PWS. The name of this person and an alternate(s) who shall act for the contractor when the manager is absent, shall be designated in writing to the Contracting Officer (KO) and the COR.

The contract manager or alternate shall have full authority to act for the contractor on all matters relating to this contract. The contractor shall provide the contract manager’s and alternate’s names, email addresses, and telephone numbers. The contract manager or alternate should be proficient in English and shall have a good understanding of the requirements pertaining to this contract for interpretation and implementation of directives (written and oral), issued in English by the KO or COR/GR. If the contract manager or alternate do not meet these requirements, the contractor shall provide a translator for them.

2.1.2. Contractor Employees. Contractor personnel shall be easily recognizable as contractor employees. This may be accomplished by wearing distinctive clothing bearing the name of the company or by wearing appropriate badges which contain the contractor’s company name and the employee’s name.

2.1.2.1. Personnel Qualifications. The contractor is required to provide employees who have at least 3-year experience in the similar work of this requirement. The contractor personnel shall also possess the following listed certificates/licenses at all time while performing work. The required certificates/licenses shall be current and updated when changes occur.

• Crane Inspector License, Certified by The Ministry of Health, Labor and Welfare (厚生労働省令で定め られたクレーン検査員資格)

• Enrollee, Safety and Health Education for Periodical Voluntary Inspection of Over Head Cranes (天井ク レーンの定期自主検査者に対する安全衛生教育受講者)

• Crane Operator’s License (クレーン運転士)

• Electrician License, 2nd Class License or Higher（電気工事士２種以上）

• The person who completed skill training course and/or special education for slinging operation （玉掛 け技能講習及び玉掛け特別教育を修了した者）

• The person who completed operation/driving skill class and special education of aerial vehicle (ie.

Cherry picker) (高所作業車運転技能講習または高所作業車運転特別教育を修了した者)

2.1.3. Removal of Contractor’s Employees. The contractor shall utilize only experienced, responsible and capable employees in the performance of this contract. The KO may require that the contractor remove any of his/her employees who endanger persons or property, or whose continued employment under this contract is inconsistent with the interests of the U.S. Government.

2.1.4. Other Country Nationals (OCN). The security forces on each base control entry to the base.

Under certain circumstances, the OCN might be denied entry. It is the contractor’s responsibility to coordinate with security forces at each base when there is a question about particular entry circumstances.

2.1.5. U.S. Government and/or Master Labor Contract Employees. The contractor shall not hire employees of the U.S. Government and/or Government of Japan Master Labor Contract employees in violation of the Procurement Integrity Act. See FAR 3.104. Furthermore, the contractor shall not employ any Department of Defense employee, either military or civilian, unless such person seeks and receives approval in accordance with Department of Defense 5500.7-R, Joint Ethics Regulation.

2.1.6. Military Personnel. The contractor is cautioned that off-duty active military personnel hired under this contract may be subject to permanent change of station (PCS), change in duty hours, or deployment.

Military Reservists and National Guard members may be subject to recall to active duty. Abrupt absence of these personnel could adversely affect contractor’s ability to perform; however, their absence at any time shall not constitute an excuse for non-performance under this contract.

2.1.7. Roster. The contractor shall provide a complete roster of all personnel (including the contract manager and alternate contract manager) to the COR prior to start of performance. The roster must include all employee names, email addresses, and telephone numbers. The contractor shall maintain a current listing of employees, providing updates as changes occur.

2.2. QUALITY CONTROL. The contractor shall utilize its existing quality control program to ensure the services are performed IAW commonly accepted commercial practices. The contractor shall develop and implement procedures to identify, prevent and ensure non-recurrence of defective services. At a minimum, the contractor shall develop quality control procedures addressing the areas identified in Section 2, Services Summary

2.3. QUALITY ASSURANCE. The Government will evaluate the contractor’s performance IAW the Quality Assurance Surveillance Plan (QASP) by appointing a COR to monitor performance to ensure services are received.

2.4. GOVERNMENT REMEDIES. The KO shall follow FAR 52.212-4, Contract Terms and Conditions- Commercial Items, for the contractor’s failure to perform satisfactory services or failure to correct non-conforming services.

2.5. CONTRACTING OFFICER (KO) AUTHORITY. Only the KO has authority to enter into, administer, terminate or modify the terms and conditions herein. Any changes made by persons other than the KO will be considered an unauthorized commitment and subject to ratification actions in accordance with FAR 1.602-3.

2.6. CONTRACTING OFFICER’S REPRESENTATIVE (COR). The contractor shall coordinate all aspects of this requirement with the COR. Completed work shall be subject to inspection and acceptance by COR. This designation will be made in writing by the KO at the time of contract award, or prior to commencement of COR duty. The COR shall NOT direct or redirect any contractor action(s). This can only be done by the KO.

2.7. AVAILABILITY OF FACILITY.

2.7.1. Hours of Service. Contractor shall provide the government project manager a digital and hard copy of the work schedule (exclusive of the U.S. legal and other designated holidays listed below) at least 10 business days before work starts. The Contractor shall provide services during normal working hours excluding US federal holidays. Normal working hours are 0800-1700, Monday through Friday, unless requirements dictated by COR. The contractor shall be available to perform emergency on-call repair service 24 hours a day, 7 days a week to correct operational and safety deficiencies of the GANTRY CRANE during the contract period, including Saturdays, Sundays, and Japanese and US legal holidays IAW para 1.2.3. Exceptions can be permitted by the COR upon request and at the 753d Special Operations Aircraft Maintenance Squadron discretion.

2.7.2. Legal American Holidays and Other Designated Holidays.

American Holidays 1 January New Year’s Days 3rd Monday in January Martin Luther King Jr.’s Birthday 3rd Monday in February President’s Day Last Monday in May Memorial Day 4th of July* Independence Day 1st Monday in September Labor Day 2nd Monday in October Columbus Day 11 November* Veterans Day 4th Thursday in November Thanksgiving Day 25 December* Christmas Day

Other Designated Holidays 1, 2 & 3 January New Year’s Days 11 Aug Mountain Day 29, 30 & 31 December Year End Days

*Holidays falling on a Saturday will be observed on the preceding Friday, and holidays falling on a Sunday will be observed on the following Monday.

2.7.3. Arrangements of the Performance Time. Should the contractor decide to perform any of the required services before or after normal duty hours, the contractor shall request approval prior to performance from the COR and shall do so at no additional cost to the Government.

2.8. SECURITY AND SAFETY REQUIREMENTS.

2.8.1. Installation Base Passes. The U.S. Government will issue all required installation/base passes and controlled area badges to cleared contractor personnel at no cost to the contractor. It is, however, the contractor’s responsibility to ensure documentation required by the U.S. Government to issue badges is submitted with adequate lead time. The prime contractor shall be responsible for maintaining control of all passes issued to his own and his subcontractor’s employees under this contract. The contractor shall return all applicable passes upon termination of employment or completion of this contract to the 374th Security Forces Squadron, Pass & Registration Section (Building 993), and a certificate of receipt shall be obtained. Final payment will be withheld until the contractor has been relieved from all accountability and/or obtained the necessary pass clearance certificate for Government-issued installation/base passes used in the performance of this contract.

2.8.2. Security Requirements. All necessary permits, passes and other requirements will be obtained prior to commencing the applicable stage of work. The contractor shall ensure each employee obtains all the required passes and identification items for access to U.S. Government’s installations. These items are issued by the Security Forces Pass and Registration Section. The contractor and employees shall return identification cards to Security Forces within 24 hours of termination or completion of this contract. All other Government identification for terminated employees shall be returned to the KO within 24 hours of termination.

2.8.3. Off Limit Signs. The contractor shall provide warning and/or ”OFF LIMITS” signs in both English and Japanese and post them at the entrances of jobsite, and barricades around the jobsite while the equipment and/or systems are being serviced. The contractor shall control all personnel desiring access into jobsite areas when work is in progress.

2.8.4. Photography Permission. The contractor shall obtain COR approval prior to commencing any photography.

2.8.5. Responsibility for Damages. Any damages caused to U.S. Government property during the course of performing this contract shall be restored, replaced and/or repaired to its original condition at no additional cost to the U.S. Government.

2.8.6. Reports of Damages, Destruction, Injury, or Death.

2.8.6.1. The contractor shall report all incidents of damage or destruction to property, or personal injury or death to any person, arising out of and during the performance of this contract. The term “property” includes equipment, freight, or property of any type, whether Government owned or not. The term “contractor” includes the contractor, its agents, servants or employees.

2.8.6.2. The contractor shall submit these reports to the KO through the COR as follows:

(a) A preliminary report shall be made as soon as practicable after the time the incident occurs. The report may be either verbal or facsimile.

(b) A complete written report shall be submitted within 4 days (96 hours) after occurrence of the incident. A copy of this report shall be furnished to the COR.

2.8.7. Security Danger Warning, Accident Prevention, Fire Prevention and Fire Protection Requirements. The contractor shall comply with all pertinent requirements of the DoD, Federal, base safety, security and Safety Regulations or Laws of Japan (i.e. NFPA 101 Life Safety Code and NFPA70 National Electrical Code [NEC], UFC [Unified Facilities Criteria] and JIS [Japan Industrial Standards], Japan Occupational Safety and Health Acts and Occupational Safety and Health Standards, OSHA 1910), whichever is more stringent, to ensure compliance by all subcontractors.

2.8.8. Accident Prevention Plan and a Job Hazard Analysis. The contractor shall not commence work at the job site until an Accident Prevention Plan (APP) with Activity Hazard Analysis (AHA) made available to the COR and KO, which will be reviewed for comments and acceptance by Base Safety, Fire and Emergency Services, and Environmental. Job site supervisor or manager may also be the Site Safety Officer. The site Safety officer must have valid U.S. or Japanese accreditation and minimum 1 year experience.

2.8.9. Environmental Regulations. The contractor shall comply with all U.S. Government and Japanese environmental laws (whichever are most stringent) to protect the health and safety of employees/residents, and preserve the local and global environment. The contractor shall comply with the Japan Environmental Governing Standards (JEGS) and shall minimize or eliminate environmental pollution and energy/utility waste.

2.8.10. Environmental and Hazardous Material Handling. The contractor shall comply with the JEGS to protect the health and safety of employees/residents and minimize or eliminate environmental pollution.

The contractor shall follow the installation Spill Prevention Control and Countermeasure (SPCC) Plan (https://intranet.zama.army.mil/CmdStaff/usagj/pw/docs/SPCCP.pdf) and Oil and Hazardous Substance (OHS) pollution Contingency Plan (https://intranet.zama.army.mil/CmdStaff/usagj/pw/docs/OHSPC.pdf) in case of a spill or release of POL and/or hazardous substances. The contractor shall immediately notify Fire and Emergency Services, Directorate of Emergency Services, U.S. Army Installation Japan of any spills that occur on the installation through the Emergency Phone Number. The contractor will be liable for containment and clean-up of the site.

2.8.11. Delivery and Storage of Materials. All materials delivered and placed in storage shall be protected from the weather, humidity and temperature variations, dirt and dust, or other contaminants by the contractor.

2.8.13. Disposal of Materials. All debris and unserviceable materials generated under this contract such as industrial waste, non-recyclable materials and equipment/material not listed on hand-receipts shall be disposed of off-base by the contractor in accordance with the laws of Japan. Hand receipt items require turn-in action by the contractor when the listed items have to be replaced.

2.8.14. Temporary Work Stoppage. In the event the Installation Commander requests a temporary shutdown of the facility, the contractor will be notified in writing by the KO. Any Government caused delays as a result of a temporary shutdown that may require an adjustment to the contract will be coordinated through the KO.

2.9. CLEANLINESS. The contractor is responsible for cleanliness of the service areas. This includes, but is not limited to, washing, sweeping, dusting and other janitorial services necessary to maintain the area in a clean and sanitary condition. The contractor shall furnish such supplies as required.

2.10. COMMERCIAL WARRANTY. The contractor shall provide the Government with their commercial warranty, should the government decide to procure the crane. The Government shall receive the same warranty service as the contractor’s most favored customers. If the services fail to be performed or otherwise fail due to workmanship or materials, the contractor shall correct the affected area(s) at no additional cost to the U.S. Government, as is standard in a lease. The Government reserves the right to reject any unserviceable or substandard item and to require replacement with a serviceable like item or acceptable quality item or to require full credit for the item.

2.11. CONSERVATION OF UTILITIES. The contractor shall instruct employees in utility conservation practices. The contractor shall be responsible for operating under conditions, which preclude the waste of utilities. The contractor shall comply with additional energy policies upon notification by the KO.

2.12. GOVERNMENT FURNISHED PROPERTY (GFP) AND SERVICES. The US Government will not provide any equipment, fuel, personnel, or facilities to the contractor for the execution of this contract. The US Government will provide Water and Electricity based on availability. Should an emergency arise the government will provide only the necessary basic lifesaving and life support measures.

SECTION 2

SERVICES SUMMARY

The following Services Summary (SS) identifies the performance objectives and performance thresholds for critical tasks associated with providing support services for this requirement. The performance threshold briefly describes the minimum acceptable levels of service required for each requirement.

These thresholds are critical to mission success.

SS Number and Performance Objective

PWS

Paragraph Performance Threshold Method of

Assessment SS #1. Inspection and Maintenance Para 1.1. One (1) defect at each site allowed per year 100% Inspection

SS#2. Submittals Para 1.1.2 One (1) late submission allowed per year 100% Inspection

SS#3. Repairs Para 1.2. One (1) late response allowed per year 100% Inspection

Note: The Government retains the unilateral right to adjust the “Method of Assesment”, so long such adjustments do not incur cost or delay or prohibit the performance of the contractor.

SECTION 3

APPENDICES

Appendix A1 Hangar 102 Overhead (Bridge) Crane Minimum Specifications

Appendix A2 Hangar 102 As-Builts

Appendix A3 JEGS

Appendix A1 - Hangar 102 Overhead (Bridge) Crane Minimum Specifications:

- 5 ton minimum lift capacity

- Running span of 120’ L x 100’ W

- Minimum crane hook height of 28 ft, recommended 35 ft (measured at hook saddle)

- Crane will consist of two parallel railways front to back with a traveling bridge spanning the gap.

The hoist component of the crane will run along the bridge moving left to right.

- Crane tracks will allow for a wheeled vehicle to drive over, without damage.

- Crane will be statically mounted to the hangar floor with all movement happening overhead.

- Crane required to have inching capability

- Crane required to have wire type hook, with wired crane controller

- Crane requires maintenance warranty/contract (if purchased instead of leased/rented)

- Contractor will be required to deliver, install, weight test and train personnel on crane operation

Appendix A2 - Hangar 102 As-Builts

- Government representatives will provide