Cranes and Hoists - PWS.pdf

PERFORMANCE WORK STATEMENT (PWS)

FOR

CRANE & HOIST MAINTENANCE AND REPAIR

75 CES/CEOS

Hill AFB, UT

22 MAR 2023

TABLE OF CONTENTS

1. Description Of Services ……………………………………………………………………………….. 3

2. Warranty …………………………………………………………………………………………..……. 5

3. Government Furnished Property and Services …………………………………………………… 5

4. Changes to Requirements ……………………………………………………………………...…….. 5

5. Services Summary …………………………………………………………………………………….. 6

6. General Information ………………………………………………………………………………….. 7

7. Appendices

Appendix A: Estimated Workload ……………………………………………………...………. 13

Appendix B: Crane and Hoist Annual Inspection Schedule ………………………..………. 19

Appendix C: Crane and Hoist inspection Checklist …………………………………..….…… 20

Appendix D: Publications …………………………………………………………….…..………. 21

Appendix E: Critical Inspection Hoists ……………..…………………………………..………. 22

Appendix F: Addendum 1, Contractor Full Time Equivalent Reporting…………………… 23

1. DESCRIPTION OF SERVICES. The contractor shall provide all management, tools, supplies, equipment, parts, and labor necessary to inspect, load test, maintain, and repair the cranes and hoists, including both powered and manually operated units, at Hill AFB and Little Mountain (LM) Utah in a manner that will ensure continuous and safe operation. The contractor shall perform all inspections, maintenance, and repair in accordance with standard commercial practices, manufacturer’s specifications, Air Force Instruction (AFI) 91-203 Chapter 35 (Material Handling Equipment); AND AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME B30.11-2010, MONORAILS AND UNDERHUNG CRANES, and this performance work statement (PWS). The contractor shall ensure cranes and hoists are properly labeled and shall provide written documentation to the Contracting Office Representative (COR).

1.1 INSPECTIONS. The contractor shall inspect each crane and hoist identified in Appendix A annually as per AFI 91-203. The schedule for inspections is listed in Appendix B. Inspection findings are to be documented on Appendix C or an equal form approved by the COR that annotates the findings of the inspection.

1.1.1 CRITICAL INSPECTION REQUIREMENT. Crane and hoist hooks identified in Appendix E require Non-Destructive Inspection (NDI) to check for cracks. Dye-Penetrate or Magnetic Particle testing are the two methods of NDI to be used. Where it is not feasible to perform this testing, the COR will be notified and an alternative method of inspection will be identified. Removal of the hook from the hoist block for inspection is not a requirement. A written report of the NDI inspection shall be provided to the COR along with the scheduled inspection report as per paragraph 2.0.

1.2 RATED LOAD TEST: The contractor shall load test each crane and hoist listed in Appendix A annually as per schedule in Appendix B. The contractor shall perform load test in accordance with commercial practices or manufacturer’s specifications. The contractor shall stencil weight capacities of the crane and hoist on the railing if unreadable or missing. All inspections, repairs, and certifications shall be accomplished prior to the expiration date on the current Load Test Certificates.

1.2.1 LOAD TEST WEIGHTS. The contractor shall be responsible for providing all weights, transportation services for all weights, and means to transport weights from transport trucks to cranes and hoists for all load test at Hill AFB and at Little Mountain Utah. Exemptions to this requirement in paragraph 1.2.2

1.2.2 GOVERNMENT PROVIDED WEIGHTS. The government shall provide the weights, carriages, and v-rail trailers necessary to load test the cranes and hoists identified in Appendix E.

1.2.3 ORDER OF LOAD TEST. On Cranes and Hoist requiring Non-Destructive inspection of the hook, a rated load test shall be performed after the Non-Destructive inspection.

1.2.4 RATED LOAD MARKINGS. The rated load of the crane shall be plainly marked on each side of the crane rails and block. If the crane has more than one hoisting unit, each hoist shall have its rated load marked on it and its load block. This marking shall be clearly legible from the ground or floor. If the Crane rails need to be remarked with a new load rating, the contractor must block out the old rating and repaint new load rating on both sides of the rails and block, so the load rating a clearly legible from the ground or floor.

1.2.5 TAGS. The contractor shall affix identification tags IAW AFI 91-203 and a copy of AFTO Forms 244 and 95 on all cranes and hoists at the time of the annual inspection & load test. Tags shall be attached to the control pendants and shall clearly identify the expiration date of the current Load Test Certificate.

1.3 PREVENTIVE MAINTENANCE. While performing the annual inspection the contractor shall perform all required preventive maintenance on all equipment identified in appendix A. The preventive maintenance performed shall include but not be limited to cleaning, adjusting, lubricating, tightening nuts and bolts, replacing wear parts and making repairs as required. The maintenance work shall be in accordance with the commercial practices or manufacturer’s specifications and shall be intended to maintain the cranes and hoists in safe and reliable operating condition until the next scheduled maintenance.

1.3.1 MINOR REPAIR COST UP TO $100.00. The contractor shall perform all minor repairs identified during scheduled preventive maintenance that are necessary to keep the cranes and hoist is safe and reliable operational condition until the next scheduled maintenance. The contractor shall be responsible for all cost of repairs including labor, equipment, tools, materials, supplies, and parts up to $100.00 per unit. Repairs, including labor, parts and materials, costing $100.00 or less shall be accomplished without prior approval by the government. The contractor shall ensure that all repair work is completed within two (2) days of its commencement; however, the contractor is encouraged to keep equipment downtime to a minimum. The contractor shall provide a written report to include, but not limited to, mechanical, electrical, control, and safety deficiencies found, actual parts replaced, parts cost, and man-hours per repair. A copy of the repair report shall be provided to the COR.

1.3.2 MAJOR REPAIR COST EXCEEDING $100.00 If the repair work exceeds $100.00 the contractor shall provide a written repair cost estimate to the COR within two (2) business days of finding the deficiency requesting authorization to proceed. The written repair cost estimate shall include, at a minimum, the following: the estimated cost of material, the specified time needed to complete repairs, and the projected time the equipment will be out of service. The contractor shall be financially compensated for material and labor costs only if COR authorization to proceed with the repair work is granted. The contractor shall ensure all major repair work commences within three (3) days of COR approval. The contractor shall ensure that all repair work is completed within seven (7) days of its commencement;

however, the contractor is encouraged to keep equipment downtime to a minimum. The contractor shall provide a written repair completion report to include but not limited to: mechanical/electrical deficiencies found, actual parts replaced, parts cost, and man-hours per repair. A copy of the repair report shall be provided to the COR.

1.3.3 ADDITIONAL LOAD TESTING. After a preventive maintenance minor or major repair on a crane or hoist, an additional load test shall be perform to ensure certification in accordance with AFI 91-203 if the COR determines that the prior certification of that crane or hoist has been compromised.

1.4 REPAIR SERVICE CALLS. The contractor shall respond to repair service calls within one (1) business day upon notification by the COR. The contractor shall provide the COR with an estimated cost of repair, including parts and labor, within two (2) business days from the time the contractor reports to the work location and surveys the repairs. The written repair cost estimate shall include, at a minimum, the following: the estimated cost of parts and labor, the specified time needed to complete repairs, and the projected time the equipment will be out of service. The contractor shall be financially compensated for material and labor costs only if COR authorization to proceed with the repair work is granted. The contractor shall ensure all major repair work commences within three (3) days after notice to proceed from the COR or as otherwise approved by the COR.

The contractor shall ensure that all repair work is completed within seven (7) days of its commencement;

however, the contractor is encouraged to keep equipment downtime to a minimum. The contractor shall provide a written repair completion report to include but not limited to: mechanical/electrical deficiencies found, actual parts replaced, parts cost, and man-hours per repair. A copy of the repair report shall be provided to the COR.

The repair services work shall be in accordance with the commercial practices or manufacturer’s specifications and shall be intended to return the cranes and hoists to and safe and reliable operating condition.

1.4.1 ADDITIONAL LOAD TESTING. After a service call repair on a crane or hoist, an additional load test shall be performed to ensure certification in accordance with AFI 91-203 if the COR determines that the prior certification of that crane or hoist has been compromised.

2. REPORTS/ DOCUMENTATION. The contractor shall prepare and submit a written report within ten business days of the following month of all the scheduled inspections, maintenance and annual load tests. The contractor shall submit the report to 75 CES/CEOS, Contracting Office Representative (COR). The report shall identify each crane and hoist, the location, maintenance work performed, repairs needed, repairs completed, date of inspection, name of inspector, overall condition of the crane and hoist, and include AFTO Form 244 and AFTO Form 95 (available at http://www.e-publishing.af.mil/).

3. WARRANTY. The contractor shall warrant all contractor installed parts and all contractor workmanship for a period of one year from the date of acceptance by the government. The contractor shall repair or replace, at its own expense, any materials that become defective during the warranty period. Warranties shall not apply where the damage or failed materials results from abuse or neglect by the government.

4. GOVERNMENT FURNISHED PROPERTY AND SERVICES. All reasonable quantities of utilities will be available to the contractor without charge. Any temporary lines and connections that may be required shall be installed, maintained and removed by the contractor at its own expense and in a manner satisfactory to the COR.

5. CHANGES TO REQUIREMENTS. As requirements change, the government may add/drop cranes and hoists listed in Appendices A, B, and E. The government shall notify the contractor a minimum of ten (10) days in advance of any additions or subtractions. However, the total number of cranes and hoists will not exceed a total of 250 cranes and hoists. As a result of any changes, Appendix A of the PWS will be updated at least once a year and the new PWS will be added to the contract. If the total number of cranes and hoists exceeds 250 the contractor will then provide a proposal for any additions that exceed 250 for the current year and any option years that are left on the contract. The proposal will be negotiated by the contractor and the contracting officer to determine an acceptable maintenance schedule and cost.

6. SERVICES SUMMARY

Table 1. Performance objectives and performance thresholds.

Performance Objective

PWS

Para Performance Threshold

Contractor submits a written report within ten

(10) business days of the following month of all annual inspections and load tests.

2.

Performance is acceptable when 90% or more of reports are received within ten (10) business days of the following month.

Hoists and Cranes are maintained in accordance with current industry and government standards 1.3

Performance is acceptable when 95% of cranes and hoists have received industry and government standard periodic maintenance by the end of the scheduled month.

Contractor response time to repair service calls shall be within one (1) business day after notification per call.

1.4

Performance is acceptable when contractor responds to repair service calls within one (1) business day after notification per call 95% of the time.

Submit a detailed cost estimate within two (2) business days after inspection 1.3.2

1.4

Performance is acceptable when contractor has submitted a detailed cost estimate within two (2) business days

95% of the time.

7. GENERAL INFORMATION

7.1 SECURITY REQUIREMENTS

7.1.1 Most of the cranes and hoists are located in a controlled area. For the security of the area and the safety of others, the contractor shall prohibit the entrance of persons other than the contractor’s employees into work areas when not engaged in performance of the contract. This does not apply to Government personnel directly assigned to this area. The contractor and its employees shall be required to submit applications for security clearances and identification to the Contracting Office Representative. All personnel of the contractor must be able to obtain and maintain a security clearance to Hill AFB. The contractor shall comply with all requirements and procedures in accordance with FAR 5352.242-9000, Contractor Access to Air Force Installations. The contractor shall contact the Contracting Office Representative for appropriate forms prior to starting work; reference the following two paragraphs below.

All documentations shall be submitted at the pre-performance conference. All contractor vehicles shall be clearly marked on each side with a magnetic or painted sign of the company name.

7.1.2 The Contracting Office Representative shall complete a “Request for Identification Credential” (AFMC Form 496) for each employee of the contractor requiring access to Hill AFB, Little Mountain. The requests shall be submitted to Pass and Registration.

7.1.3 The Contracting Office Representative shall complete an “Unescorted Entry Authorization Certificate” (AF Form 2586) for each employee requiring entry into controlled areas. The request shall be submitted to Pass and Registration.

7.2 QUALITY CONTROL

7.2.1 QUALITY CONTROL PROGRAM. In compliance with the clause entitled “Inspection of Services”, 52.246–4, the contractor shall establish a complete Quality Control Program to ensure the requirements of this contract are provided as specified. The contracting officer will notify the contractor of acceptance or required modifications to the plan before the contract start date. The contractor shall make appropriate modifications (at no additional costs to the government) and obtain acceptance of the plan by the contracting officer before the start of the first operational performance period.

7.3 QUALITY ASSURANCE

7.3.1 The government will periodically evaluate the contractor’s performance by appointing a representative(s) to monitor performance to ensure services are received. The government representative will evaluate the contractor’s performance through intermittent on–site inspections of the contractor's quality control program and receipt of complaints from base personnel. The government may inspect each task as completed or increase the number of quality control inspections if deemed appropriate because of repeated failures discovered during quality control inspections or because of repeated customer complaints.

Likewise, the government may decrease the number of quality control inspections if merited by performance.

The government will also investigate complaints received from various customers located on the installation.

The contractor shall be responsible for initially validating customer complaints. However, the Contracting Office Representative shall make final determination of the validity of customer complaint(s) in cases of disagreement with customer(s).

7.3.2 CONTRACTING OFFICER REPRESENTATIVE (COR). The Contracting Officer Representative (COR) is the authorized government representative who will perform assessments of the contractor’s performance. Subsequent to contract award, the identity of the COR, with a letter defining their duties and authority will be promptly furnished to the successful bidder/offeror.

7.3.3 The COR or alternate will inform the contracting officer in person when discrepancies occur and will request corrective action. The COR or alternate will make a notation of the discrepancy on their surveillance checklist with the date and time the discrepancy was noted and will request the contract manager (or authorized representative) to initial the entry on the checklist. The contracting officer shall follow the requirements of the FAR 52.212–4, Contract Terms and Conditions for Commercial Items (Feb 2007), for contractors failure to correct nonconforming services.

7.3.4 Any matter concerning a change to the scope, prices, terms or conditions of this contract shall be referred to the Contracting Officer and not to the COR.

7.3.5 The services to be performed by the contractor during the period of this contract shall at all times and places are subject to review by the Contracting Officer or authorized representative.

7.4 PHYSICAL SECURITY

7.4.1 The contractor shall be responsible for safeguarding all government property provided for contractor use. At the close of each work period, government facilities, property, and materials shall be secured.

7.4.2 KEY CONTROL. The contractor shall establish and implement methods of ensuring that all keys/key cards issued to the contractor by the government are not lost or misplaced and are not used by unauthorized persons.

7.4.2.1 In the event keys, other than master keys, are lost or duplicated, the contractor shall, notify the Contracting Officer immediately. A report shall be submitted to the Security Manager and Security Forces.

7.4.2.2. The contractor shall prohibit the use of keys issued by the government by any persons other than the contractor’s employees. The contractor shall prohibit the opening of secured areas by contractor employees to permit entrance of persons other than contractor’s employees engaged in the performance of assigned work in those areas, or personnel authorized entrance by the Contracting Officer.

7.5 HOURS OF OPERATION

7.5.1 NORMAL HOURS OF OPERATION. The contractor shall perform the services required under this contract during the following hours: 0700 – 1530 Monday through Friday, except for recognized federal holidays.

7.5.1.1 RECOGNIZED HOLIDAYS. The contractor is not required to provide service on the following days: New Year’s Day, Martin Luther King Day, Presidents Day, Memorial Day, Independence Day, Labor Day, Columbus Day, Veterans Days, Thanksgiving Day and Christmas Day. If the holiday falls on Saturday, it is observed on Friday. If the holiday falls on a Sunday, it is observed on Monday.

7.5.2 EMERGENCY SERVICES. On occasion, services may be required to support an activation or exercise of contingency plans outside the normal duty hours described above. The contractor’s responsibilities for emergency support are described in paragraph 1 (Description of Services).

7.5.2.1 CONTINUATION OF ESSENTIAL DOD CONTRACTOR SERVICES DURING CRISIS IAW

DODI 3020.37 As the cranes and hoists in the facilities at Hill AFB, are essential to aircraft repair and maintenance, it is essential that the maintenance and repair of the cranes described in paragraph 1 (Description of Services) be accomplished during a crisis. The contractor shall supply a contingency plan for providing these services during crisis conditions as defined in DODI 3020.37 PARA E2.1.1.

7.6 CONSERVATION OF UTILITIES

7.6.1 The contractor shall instruct employees in utilities conservation practices. The contractor shall be responsible for operating under conditions which prevent the waste of utilities which include the following:

7.6.2 Lights shall be used only in areas where and when work is actually being performed.

7.6.3 Mechanical equipment controls for heating, ventilation, and air conditioning systems shall not be adjusted by the contractor or by contractor employees unless authorized.

7.6.4 Water faucets or valves shall be turned off after the required use has been accomplished.

7.6.5 Government telephones shall be used only for official government business.

7.7 RECORDS

7.7.1 The contractor shall be responsible for creating, maintaining, and disposing of only those government required records that are specifically cited in this PWS, Applicable Publications and Forms. If requested by the Government, the contractor shall provide the original record or a reproducible copy of any such record within five working days of receipt of the request.

7.8 ENVIRONMENTAL CONTROLS:

7.8.1 GREEN PROCUREMENT:

7.8.1.1 Section 6002 of the Resource Conservation and Recovery Act of 1976 (RCRA) and Executive Order 13101 requires the use of recycled and recovered products identified in the Environment Protection Agency’s Comprehensive Procurement Guidelines. Contractors at Hill AFB shall assist in compliance with this EO through the:

(a) Use of products with post-consumer recycled content

(b) Use of products that are recyclable

(c) Use of low toxicity or non-toxic products

(d) Use and installation of low-maintenance products

The following items are currently listed for Vehicular Products and Miscellaneous in the EPA Guidelines: Engine coolants

Re-built vehicular parts

1. Re-refined lubricating oils

2. Retread tires

3. Sorbents

4. Printing and Writing. Paper used in the office should contain 30% post-consumer recycled paper.

5. Other Recyclable Materials. The following items shall be recycled: metal beverage containers, glass (clear, brown, green), office paper, newspaper, corrugated fiberboard/cardboard/paperboard, wood and plastics. Contractor may recycle materials not listed above with prior coordination of the CO or COR, and the 75 CES/CEV Qualified Recycling Program (QRP) Manager at 801-586- 8538.

All recyclable items shall be stored, shipped and disposed of in accordance with federal and local environmental regulations.

See http: www.epa.gov for additional items. The contractor is required to use these recycled or recovered products unless they cannot be procured within a reasonable period of time, at reasonable prices, or the product(s) do not meet technical or performance standards. EPA Guidelines are the minimum requirement. The contractor is encouraged to use other materials and products not listed but commonly used in industry. The contractor shall maintain records and submit an annual report to the Contracting Officer along with the annual certification required by FAR 52.223-9 Certification and Estimate of Percentage of Recovered Material Content for EPA Designated Items upon completion of the basic year and COMPLIANCE WITH LAWS AND REGULATIONS: The contractor shall be knowledgeable of and comply with all applicable Interstate, Federal, State, and Local laws, regulations, and requirements regarding environmental protection. In the event environmental laws/regulations change during the term of this contract, the contractor is required to comply as such laws come into effect. If there is an increase or decrease in cost as a result of the change, the contractor shall inform the Contracting Officer pursuant to notice requirements and negotiate a modification to the contract.

7.8.2 MATERIAL STORAGE AND USE. The contractor shall follow manufacturer’s guidelines and professional recommendations for control of humidity, temperature, cleanliness, and materials handling.

This includes hazardous materials.

7.8.3 NOTIFICATION OF ENVIRONMENTAL SPILLS. If the contractor spills of releases any substance contained in 40 CFR 302 in the environment, the contractor or its employee shall immediately report the incident to the Hill AFB Fire Department at 777-1911. The liability for the spill or release of such substances rests solely with the contractor and its agent. The contractor shall dispose of all oils, hydraulic fluids and other hazardous waste in accordance with federal, state and local regulations, and dispose of trash or debris off government property in accordance with the same.

7.9 GOVERNMENT OBSERVATIONS

7.9.1 Government personnel, other than contracting officers (COs) and contracting officer representatives (CORs), may from time to time, with CO coordination, observe contractor operations. However, these personnel may not interfere with contractor performance or make any changes to the contract.

7.10 SAFETY REQUIREMENTS. In performing work under this contract, the contractor shall:

7.10.1 Conform to the safety requirements contained in the contract for all activities related to the accomplishment of the work.

7.10.2 Take such additional immediate precautions as the contracting officer may reasonably require for safety and mishap prevention purposes.

7.10.3 Develop and provide at the start of the orientation period or the start of the first operational performance period (if there is no orientation period) a safety plan for the protection of government facilities and property and to provide a safe work environment for contractor personnel.

7.10.4 Provide protection to government property to prevent damage during the period of time the property is under the control or in possession of the contractor.

7.10.5 Include a clause in all subcontracts to require subcontractors to comply with the safety provisions of this contract as applicable.

7.10.6 Record and report promptly (within one hour) to the contracting officer or designated government representative (GR), all available facts relating to each instance of damage to government property or injury to either contractor or government personnel.

7.10.7 In the event of an accident/mishap, take reasonable and prudent action to establish control of the accident/mishap scene, prevent further damage to persons or property, and preserve evidence until released by the accident/mishap investigative authority through the contracting officer.

7.10.8 If the government elects to conduct an investigation of the accident/mishap, the contractor shall cooperate fully and assist government personnel in the conduct of investigation until the investigation is completed.

7.11 SPECIAL QUALIFICATIONS

7.11.1 Contractor personnel shall be certified by appropriate federal and state regulatory agencies to meet federal and local certification requirements in maintenance of cranes and hoists. The contractor shall use trained technicians; all shall be Certified Overhead Crane Inspectors through an organization recognized by the U.S. Department of Labor, i.e., the Crane Institute of America, Inc. They are an approved by the U.S.

Department of Labor. All technicians will be trained using OSHA, ANSI and CMAA (Crane Manufacturers Association of American, Inc.) standards. The contractor shall work to those standards set by the industry.

7.12 PHASE OUT

7.12.1 If there is a change in contractor or if the operation reverts to in–house, the incumbent contractor will provide familiarization, to the government or the follow–on contractor, whichever the case may be.

During the phase–out familiarization period, the incumbent will be fully responsible for the operation of one month.

7.12.2 The government reserves the right to conduct site visits in all contractor operated facilities in conjunction with the solicitation of offers for the follow–on contract. In the event the follow–on contract is awarded to other than the incumbent, the incumbent contractor will cooperate to the extent required to permit an orderly change over to the successful contractor. With regard to the successor contractor’s access to incumbent employees, a recruitment notice may be placed in each facility.

7.13 PUBLICATIONS

7.13.1 Compliance with all publications, regulations and operating instructions provided by the Government is required when:

7.13.2 The publications prescribe in Appendix “D” outline USAF policies, use of materials, procedures and processes is applicable to the work requirements.

7.13.3 The contractor is required to acquire and work on the latest version of the publication.

7.14 SECURITY REQUIREMENTS. For servicing of cranes and hoists located in restricted access areas, the using organization shall provide suitable escort personnel for the contractor.

7.14.1 The contractor shall maintain a current listing of employees. The list will include employee name(s) and date(s) of birth. This list shall be validated by the contract manager and provided to the contracting officer and servicing security forces organization at the contract start date. An updated listing shall be provided upon change of employees.

APPENDIX A: Estimated Workload Estimated Workload Data. Annual Inspections, Load Tests, and Repairs are required for the Following Cranes. Units marked as (Locked out), or (Do Not Inspect) shall not be considered part of the workload, but may re-enter service at any time.

BLDG UNIT # CAPACITY POWER MFG. TYPE REEVING TYPE

2149 3 6000 ELEC. KONE BRIDGE WIRE ROPE

2149 3 6000 ELEC. KONE BRIDGE WIRE ROPE

2213 46 10000 ELEC. WRIGHT MONORAIL LINK CHAIN

2213 47 10000 MANUAL CHESTER MONORAIL LINK CHAIN

2213 48 2000 MANUAL CM MONORAIL LINK CHAIN

2213 49 1000 MANUAL YALE JIB LINK CHAIN

2213 50 10000 ELEC. WRIGHT MONORAIL WIRE ROPE

2213 51 10000 MANUAL CHESTER MONORAIL LINK CHAIN

2213 52 1000 MANUAL BUDGET MONORAIL LINK CHAIN

2213 53 1000 MANUAL YALE JIB LINK CHAIN

2213 54 10000 ELEC. WRIGHT MONORAIL WIRE ROPE

2213 55 10000 MANUAL CHESTER MONORAIL LINK CHAIN

2213 56 1000 MANUAL CM MONORAIL LINK CHAIN

2213 57 1000 MANUAL CM JIB LINK CHAIN

2213 58 10000 ELEC. WRIGHT MONORAIL WIRE ROPE

2213 59 10000 MANUAL CHESTER MONORAIL LINK CHAIN

2213 60 1000 MANUAL CM MONORAIL LINK CHAIN

2213 61 2000 MANUAL YALE BRIDGE LINK CHAIN

2213 63 2000 MANUAL YALE BRIDGE LINK CHAIN

2213 64 2000 MANUAL CHESTER MONORAIL LINK CHAIN

2213 66 1000 MANUAL CHESTER BRIDGE LINK CHAIN

2213 67 2000 MANUAL CHESTER BRIDGE LINK CHAIN

2213 68 2000 MANUAL YALE BRIDGE LINK CHAIN

1701 126 2000 ELEC. R&M MONORAIL WIRE ROPE

1701 127 2000 ELEC. R&M MONORAIL WIRE ROPE

850 142 10000 STAHL WIRE ROPE

850 144 15000 ELEC. STAHL BRIDGE WIRE ROPE

850 150 4000 ELEC. STAHL MONORAIL WIRE ROPE

402 151 500 ELEC. COFFING MONORAIL LINK CHAIN

501 152 10000 ELEC. P&H BRIDGE WIRE ROPE

501 153 30000 ELEC. P&H BRIDGE WIRE ROPE

853 154 4000 ELEC. STAHL BRIDGE WIRE ROPE

501 155 10000 ELEC. R&M BRIDGE LINK CHAIN

501 156 4000 ELEC. COFFING MONORAIL LINK CHAIN

501 157 10000 ELEC. SATURN MONORAIL WIRE ROPE

501 158 1000 MANUAL COFFING MONORAIL LINK CHAIN

850 159 4000 ELEC. STAHL MONORAIL WIRE ROPE

501 160 1000 MANUAL COFFING MONORAIL LINK CHAIN

1701 171 20 TON ELEC. P&H BRIDGE WIRE ROPE

1701 171 10000 ELEC. P&H BRIDGE WIRE ROPE

4301 173 2000 ELEC. COFFING MONORAIL WIRE ROPE

4301 174 2000 ELEC. COFFING MONORAIL WIRE ROPE

4301 181 4000 ELEC. HARRINGTON BRIDGE LINK CHAIN

1203 43 4000 ELEC. Coffing Stationary lINK CHAIN

1203 43 4000 ELEC. YALE MONORAIL LINK CHAIN

2213 65 2000 MANUAL YALE BRIDGE LINK CHAIN

1160 73 10000 ELEC. YALE BRIDGE WIRE ROPE

590 75 7000 ELEC. P&H WIRE ROPE

589 167 6000 ELEC. COFFING BRIDGE WIRE ROPE

911 262 2000 AIR IR MONORAIL LINKCHAIN

795 795 6000 ELEC. BRIDGE WIRE ROPE

795 795 6000 ELEC. BRIDGE WIRE ROPE

2695 201 15000 ELEC. American BRIDGE WIRE ROPE

1712 404 10/ 20000 ELEC. DEMAG BRIDGE WIRE ROPE

1701 406 4000 AIR ARO JIB LINK CHAIN

1701 407 10000 ELEC. SHAW BOX BRIDGE WIRE ROPE

1701 408 10000 ELEC. SHAW BOX BRIDGE WIRE ROPE

1701 409 10000 ELEC. SATURN BRIDGE WIRE ROPE

1701 410 10000 ELEC. SATURN BRIDGE WIRE ROPE

1701 411 15/60000 ELEC. ARNOLD/ YALE BRIDGE WIRE ROPE

1701 411 15/60K ELEC. ARNOLD/ YALE BRIDGE WIRE ROPE

1701 418 20000 ELEC. KONE BRIDGE WIRE ROPE

1701 419 30/ 60000 ELEC. R&M BRIDGE WIRE ROPE

1701 421 10000 ELEC. COFFING BRIDGE WIRE ROPE

1701 422 4000 AIR ARO BRIDGE LINK CHAIN

1722 460 5000 ELEC. BUDGET JIB LINK CHAIN S/N A70057

1926 1926 10000 ELEC. SHAW BOX BRIDGE WIRE ROPE

1704 268 10000 ELEC. WRIGHT BRIDGE WIRE ROPE

570 11 2000 MANUAL COFFING MONORAIL LINK CHAIN

710 26 1000 ELEC. H&S JIB ROLLER CHAIN

570 27 2000 MANUAL C&M MONORAIL LINK CHAIN

596 82 2000 ELEC. YALE BRIDGE LINK CHAIN

710 85 2000 MANUAL COFFING MONORAIL LINK CHAIN

10758 200 2000 ELEC. COFFING MONORAIL LINK CHAIN

237 305 10000 ELEC. YALE BRIDGE WIRE ROPE

237 306 20000 ELEC. YALE BRIDGE WIRE ROPE

237 307 20000 ELEC. YALE BRIDGE WIRE ROPE

2211 38 2000 MANUAL HERCULES BRIDGE LINK CHAIN

2211 39 10000 ELEC. WRIGHT MONORAIL WIRE ROPE

2211 40 2000 MANUAL YALE BRIDGE LINK CHAIN

2211 62 2000 MANUAL YALE BRIDGE LINK CHAIN

2211 41 2000 MANUAL YALE BRIDGE LINK CHAIN

2211 42 2000 MANUAL YALE BRIDGE LINK CHAIN

2213 62 2000 MANUAL YALE BRIDGE LINK CHAIN

2401 397 6000 ELEC. P&H BRIDGE WIRE ROPE

2405 399 2000 ELEC. COFFING BRIDGE WIRE ROPE

2407 401 2000 ELEC. COFFING BRIDGE WIRE ROPE

749 470 1000 MANUAL YALE MONORAIL LINK CHAIN

760 475 2000 MANUAL CHESTER MONORAIL LINK CHAIN

760 476 2000 MANUAL CHESTER MONORAIL LINK CHAIN

1515 25 3000 ELEC. SATURN MONORAIL WIRE ROPE

849 331 2000 ELEC. BUDGIT BRIDGE LINK CHAIN

849 332 2000 ELEC. BUDGET BRIDGE LINK CHAIN

988 349 4000 ELEC. IR BRIDGE LINK CHAIN

988 350 2000 ELEC. IR BRIDGE LINK CHAIN

988 351 2000 ELEC. IR BRIDGE LINK CHAIN

1803 359 14000 ELEC. SHEP. NILE BRIDGE WIRE ROPE

1833 360 2000 MANUAL BUDGIT MONORAIL LINK CHAIN

2212 29 20000 ELEC. P&H MONORAIL WIRE ROPE

2212 30 2000 MANUAL YALE BRIDGE LINK CHAIN

2212 31 20000 ELEC. P&H MONORAIL WIRE ROPE

2212 32 2000 MANUAL YALE BRIDGE LINK CHAIN

2212 33 20000 ELEC. P&H MONORAIL WIRE ROPE

2212 34 2000 MANUAL YALE BRIDGE LINK CHAIN

2212 35 20000 ELEC. P&H MONORAIL WIRE ROPE

2212 36 2000 MANUAL YALE BRIDGE LINK CHAIN

25 125 4000 ELEC. SHAWBOX BRIDGE WIRE ROPE

25 128 4000 ELEC. SHAWBOX BRIDGE WIRE ROPE

25 139 5000 ELEC. R&M BRIDGE WIRE ROPE

567 175 10000 ELEC. R&M BRIDGE WIRE ROPE

30 496 10000 JET

905 497 2000 HARRINGTON

2114 1 20000 ELEC. WRIGHT MONORAIL WIRE ROPE

2114 2 2000 MANUAL WRIGHT BRIDGE LINK CHAIN

2114 4 2000 MANUAL WRIGHT BRIDGE LINK CHAIN

2114 5 1000 MANUAL WRIGHT MONORAIL LINK CHAIN

2114 6 2000 MANUAL WRIGHT BRIDGE LINK CHAIN

2114 7 20000 ELEC. WRIGHT MONORAIL WIRE ROPE

2114 8 20000 ELEC. WRIGHT MONORAIL WIRE ROPE

2114 9 1000 MANUAL WRIGHT MONORAIL LINK CHAIN

2114 10 2000 MANUAL YALE BRIDGE LINK CHAIN

2114 12 2000 MANUAL WRIGHT BRIDGE LINK CHAIN

2114 13 2000 MANUAL WRIGHT BRIDGE LINK CHAIN

2114 14 1000 MANUAL WRIGHT MONORAIL LINK CHAIN

2114 15 20000 ELEC. WRIGHT MONORAIL WIRE ROPE

2114 16 1000 MANUAL WRIGHT BRIDGE LINK CHAIN

2114 17 1000 MANUAL YALE BRIDGE LINK CHAIN

2114 18 1000 MANUAL WRIGHT MONORAIL LINK CHAIN

2114 19 20000 ELEC. WRIGHT MONORAIL WIRE ROPE

2114 20 1000 MANUAL WRIGHT BRIDGE LINK CHAIN

2114 21 1000 MANUAL WRIGHT MONORAIL LINK CHAIN

2114 22 1000 MANUAL YALE MONORAIL LINK CHAIN

2114 23 1000 MANUAL WRIGHT MONORAIL LINK CHAIN

2114 24 2000 MANUAL WRIGHT MONORAIL LINK CHAIN

2114 28 1000 ELEC. CM MONORAIL LINK CHAIN

39 ? 2000 ELEC. Acco BRIDGE CHAIN HOIST

125 113 4000 ELEC. YALE BRIDGE LINK CHAIN

125 114 4000 ELEC. YALE BRIDGE LINK CHAIN

295 117 4000 ELEC. DEMAG BRIDGE WIRE ROPE

295 118 4000 ELEC. DEMAG BRIDGE WIRE ROPE

295 119 4000 ELEC. DEMAG BRIDGE WIRE ROPE

295 120 4000 ELEC. DEMAG BRIDGE WIRE ROPE

295 130 3000 ELEC. KONE BRIDGE WIRE ROPE

295 131 3000 ELEC. KONE BRIDGE WIRE ROPE

577 132 500 ELEC. DAYTON JIB LINK CHAIN

295 133 3000 ELEC. R&M BRIDGE WIRE ROPE

534 134 2000 ELEC. YALE MONORAIL WIRE ROPE

575 135 4000 AIR YALE MONORAIL LINK CHAIN

577 136 2000 ELEC. YALE MONORAIL LINK CHAIN

295 135 2000 MANUAL OHIO LITE CHAIN HOIST LINK CHAIN

295 136 2000 MANUAL OHIO LITE CHAIN HOIST lINK CHAIN

295 138 3000 ELEC. R&M BRIDGE WIRE ROPE

295 302 3000 ELEC. KONE BRIDGE WIRE ROPE

295 303 3000 ELEC. KONE BRIDGE WIRE ROPE

295 494 6000 ELEC. BRIDGE WIRE ROPE

295 495 6 Ton

2026 388 2000 ELEC. CM BRIDGE CHAIN

2026 393 2000 ELEC. CM BRIDGE CHAIN

2026 394 2000 ELEC. CM BRIDGE CHAIN

2026 395 2000 ELEC. CM BRIDGE CHAIN

2026 396 2000 ELEC. CM BRIDGE CHAIN

1 69 12000 ELEC. Coffing MONORAIL WIRE ROPE 1 70 12000 ELEC. Coffing MONORAIL WIRE ROPE

1253 89 2000 ELEC. DUFF LYNX MONORAIL LINK CHAIN

1253 90 10000 ELEC. YALE BRIDGE WIRE ROPE

1265 91 2000 MANUAL YALE BRIDGE LINK CHAIN

1265 92 4000 ELEC. COFFING MONORAIL WIRE ROPE

1243 264 500 ELEC. DUFF LYNX JIB LINK CHAIN

1243 265 500 ELEC. CM BRIDGE LINK CHAIN

1243 435 20000 ELEC. CM BRIDGE WIRE ROPE

40 100 1000 ELEC. P&H BRIDGE WIRE ROPE

40 101 1000 ELEC. P&H BRIDGE WIRE ROPE

42 102 1000 ELEC. P&H BRIDGE WIRE ROPE

42 103 1000 ELEC. P&H BRIDGE WIRE ROPE

50 433 4000 ELEC. R&M BRIDGE WIRE ROPE

2211 37 4000 YALE BRIDGE

1530 45 4000 ELEC. R&M MONORAIL WIRE ROPE

1 71 12000 ELEC. Coffing MONORAIL WIRE ROPE 1 72 12000 ELEC. Coffing MONORAIL WIRE ROPE 837 81

9 86 500 ELEC. YALE MONORAIL LINK CHAIN

1642 94 2000 ELEC. YALE MONORAIL ROLLER CHAIN

1642 95 2000 ELEC. YALE MONORAIL ROLLER CHAIN

1781 96 10000 ELEC. P&H BRIDGE WIRE ROPE

1781 97 3000 MANUAL CYCLONE MONORAIL LINK CHAIN

39 98 2000 ELEC. COFFING MONORAIL LINK CHAIN

39 99 2000 ELEC. COFFING MONORAIL LINK CHAIN

43 104 1000 ELEC. LOADSTAR BRIDGE LINK CHAIN

45 106 1000 ELEC. P&H BRIDGE WIRE ROPE

45 107 1000 ELEC. P&H BRIDGE WIRE ROPE

48 108 6000 ELEC. COFFING BRIDGE WIRE ROPE

48 109 6000 ELEC. COFFING BRIDGE WIRE ROPE

62 112 1000 ELEC. P&H MONORAIL WIRE ROPE

2214 115 2000 MANUAL YALE MONORAIL LINK CHAIN

295 121 1000 MANUAL PHIL.MAN. MONORAIL LINK CHAIN

295 122 1000 MANUAL OHIO LITE MONORAIL LINK CHAIN

295 123 10000 ELEC. WRIGHT MONORAIL WIRE ROPE

584 137 3000 ELEC. COFFING BRIDGE LINK CHAIN

576 161 10000 ELEC. DETROIT MONORAIL WIRE ROPE

576 162 8000 ELEC. P&H BRIDGE WIRE ROPE

1204 169 2000 MANUAL CHESTER MONORAIL LINK CHAIN

1204 170 2000 MANUAL YALE MONORAIL LINK CHAIN

4301 180 2000 MANUAL CM MONORAIL LINK CHAIN

592 224 2000 COFFING LINK CHAIN

592 225 2000 COFFING LINK CHAIN

2104 276 200 MANUAL YALE MONORAIL LINK CHAIN

5053 319 2000 ELEC. P&H MONORAIL WIRE ROPE

935 333 2000 ELEC. SHEPARD BRIDGE WIRE ROPE

960 338 2000 ELEC. DETROIT BRIDGE WIRE ROPE

2026 381 2000 ELEC. CM MONORAIL LINK CHAIN

2026 382 2000 ELEC. CM MONORAIL LINK CHAIN

2026 383 2000 ELEC. CM MONORAIL LINK CHAIN

2026 384 2000 ELEC. LODESTAR MONORAIL LINK CHAIN

2026 385 2000 ELEC. LODESTAR BRIDGE LINK CHAIN

2026 386 2000 ELEC. CM MONORAIL LINK CHAIN

2026 389 2000 ELEC. CM MONORAIL LINK CHAIN

2026 390 2000 ELEC. CM MONORAIL LINK CHAIN

1721 412 1000 AIR GARD.DENV. JIB LINK CHAIN

1721 413 2000 AIR ARO JIB LINK CHAIN

1721 414 4000 AIR ARO JIB LINK CHAIN

1723 415 4000 AIR ARO MONORAIL LINK CHAIN

1723 416 4000 ELEC. ARO MONORAIL LINK CHAIN

1723 417 4000 ELEC. GARD.DENV. JIB ROLLER CHAIN

1701 420 2000 ELEC. YALE MONORAIL LINK CHAIN

1132 438 2000 MANUAL WRIGHT MONORAIL LINK CHAIN

Units locked out and not needed, but currently are functional. May be called upon to be re-activated by customers.

Units locked out/removed for construction, will be re-activated at end of project and put online.

Units that are unfit for use, and will require a major repair project or replacement to get them re-activated.

APPENDIX B: CRANE AND HOIST ANNUAL SCHEDULE

MONTH # OF UNITS BUILDING

JAN. 23 2149, 2213

FEB. 20 402 LM, 501 LM, 850 LM, 853 LM, 1701 LM, 4301 LM1

MAR. 9 589, 590, 795, 911, 1160, 1203, 2213

APR. 16 1701, 1704, 1712, 1722, 1926, 2695

MAY 9 237, 570, 596, 710, 10758

JUN. 13 749, 760, 2211, 2213, 2401, 2405, 2407

JUL. 8 849, 988, 1515, 1803, 1833

AUG. 14 25, 30, 597, 905, 2212

SEPT. 23 2114

OCT. 26 39, 125, 295, 534, 575, 577, 2026

NOV. 9 11243, 1253, 1265,

DEC. 5 40, 42, 43, 45, 48, 50

1- LM - Little Mountain

APPENDIX C: CRANE AND HOIST INSPECTION AND CERTIFCATION

CHECKLIST

75 CES/CEOS Contracting Office Representative

BUILDING _____________ CE# _________________ DATE __________________

MAKE _________________ MODEL _____________ S/N _____________ LOCATION _____________ CAPACITY _____________ TYPE ________________ DRIVE __________ STYLE _________________

Equipment N/A OK Faulty Equipment N/A OK Faulty Rail Interlocks Aux. Hoist motor Armature Rail splices Hoist motor Commentator Rail supports Aux. Hoist motor Commentator Rail stops Hoist motor Bearings Rail limit Switches Hoist motor Pinion Trolley motor Pinion Hoist motor Gear Trolley motor Armature Aux. Hoist motor Gear Trolley motor Commentator Hoist motor Brushes Trolley motor Bearings Aux. Hoist motor Brushes Trolley motor Gears Hoist limit switch –Main Trolley motor Brushes Hoist limit switch –Aux.

Trolley train Wheels Hoist sheave Wheel Trolley track Bearings Aux. hoist sheave Wheel Trolley wires & collector Crane Lights Main hoist wire rope Status Light Auxiliary hoist wire rope Hoist Hook Controllers Aux. Hoist Hook Control Buttons Cleanliness Identification –Controllers Fire Extinguishers Identification –Control Buttons Guard Rails Warning Device Lubrication Hoist Hook safety Device Capacity Signs Aux. Hoist hook safety device Hand signal Signs Landing Platforms Warning Signs Brake lining Full operational Functions Brake Wheels Inspect chains, roller and link Hoist drum Bearings hoist chain, wire rope, hook Aux. Hoist drum Bearings measurements Hoist motor armature

Comments: Note any potential hazards or malfunctions to 75 CES/CEOS Contracting Officer Representative (COR) immediately.

Also, any item found “faulty”, a description of what was found and recommendations to resolve.

SIGNATURE ________________________

APPENDIX D: PUBLICATIONS

Publication/Instruction /Name

Date Applicable Paragraph/Chapter PWS

AFI 91-203 Mar 2016 Chapter 35 1.1.1, 1.1.2 & 1.2 Latest Latest Version Chapter 11.2, Sec. 11.2.1 – 11.2.4 1.1.1, 1.1.2 & 1.2 ASME / ANSI B30; 2a Latest Version Chapter .2.2, Sec. 2.2.1–2.2.2, &

2.2.4 1.1.1, 1.1.2 & 1.2

ASME / ANSI B30; 10 Latest Version Chapter 10, Sec. 10–1.4 – 10–1.4.6 1.1.1, 1.1.2 & 1.2

OSHA – 1910.179

29 CFR

Latest Version Entire Document 1.1.1, 1.1.2 & 1.2

Air Force Technical Order (AFTO) Form 244, Industrial/Support Equipment Record

Latest Version Entire Document 1.1.2

AFTO Form 95, Significant Historical Data

Latest Version Entire Document 1.1.2

APPENDIX E: CRITICAL INSPECTION HOISTS

LOCATION (BLDG) HOIST (PM NUMBER) Capacity (lbs)

2211 BAY -1 CE 39 10,000

2212 BAY -1 CE 35 20,000

2212 BAY-2 CE 33 20,000

2212 BAY-3 CE 31 20,000

2212 BAY-4 CE 29 20,000

2213 BAY -1 CE 46 10,000

2213 BAY -1 CE 47 10,000

2213 BAY -2 CE 50 10,000

2213 BAY -2 CE 51 10,000

2213 BAY -3 CE 54 10,000

2213 BAY -3 CE 55 10,000

2213 BAY -4 CE 58 10,000

2213 BAY -4 CE 59 10,000

2214 BAY -3 CE 01 20,000

2214 BAY -4 CE 07 20,000

2214 BAY -5 CE 08 20,000

2214 BAY -7 CE 15 20,000

2214 BAY -8 CE 19 20,000

APPENDIX F:

Addendum #1 “Contactor Full-Time Equivalent Reporting”

The contractor shall report ALL contractor labor hours (including subcontractor labor hours) required for performance of services provided under this contract for the MILSATCOM Configuration Management Support via a secure data collection site. The contactor is required to completely fill in all required data fields at http://www.ecmra.mil. Reporting inputs will be for the labor executed during the period of performance for each government fiscal year (FY), which runs 1 October through 30 September. While inputs may be reported any time during the FY, all data shall be reported no later than 31 October of each calendar year. Contractors may direct questions to the CMRA help desk.

*Reporting Period: Contractors are required to input data by 31 October of each year.

*Uses and safeguarding of Information: Information from the secure web site is considered to be proprietary in nature when the contract number and contractor identity are associated with the direct labor hours and direct labor dollars. At no time will any data be released to the public with the contactor name and contract number associated with the data.

*User Manuals: Data for Air Force service requirements must be input at the Air Force CMRA link.

However, user manuals for government personnel and contractors are available at the Army CMRA link at http://www.ecmra.mil.

http://www.ecmra.mil/ http://www.ecmra.mil/