Attch 1_PWS Hoists and Lifts YAB TAMA.pdf

PDF 260 KB Posted

Attached to
ANNUAL INSPECTION OF HOISTS AND HYDRAULIC LIFTS FOR YOKOTA AB AND TAMA ANNEX
Solicitation number
FA520924Q0089
Issued by

About this file

This document is a Performance Work Statement (PWS) for the annual inspection of hoists and hydraulic lifts at Yokota Air Base and Tama Annex in Japan. The contractor shall provide all personnel, equipment, tools, materials, vehicles and other items necessary to perform the inspections and minor repairs in accordance with applicable Japanese and US standards. The PWS covers the specific equipment and facilities to be inspected, the required regulations and standards to be followed, and the reporting requirements. It also outlines the contractor's personnel and scheduling requirements, as well as government-furnished services. The related federal contract opportunity solicitation seeks eligible contractors to provide these inspection services for a 12-month basic period with four 1-year options. Offerors must be licensed and registered to perform the work in Japan. A site visit is scheduled for September 26, 2024.

View the file

Other files

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

PERFORMANCE WORK STATEMENT

FOR

ANNUAL INSPECTION OF HOISTS AND HYDRAULIC LIFTS

FOR YOKOTA AB AND TAMA ANNEX

Yokota AB, Japan 9 Sep 2024

1. DESCRIPTION OF SERVICES. The Contractor shall provide all necessary personnel, supervision, equipment, tools, materials, vehicles, and other items and services necessary to perform annual inspection of hoists and hydraulic vehicle lifts in accordance with applicable Japanese Environmental Governing Standards (JEGS), Japanese laws, pertinent regulations and commercial standards and practices.

The Contractor shall accomplish all services below to meet the requirements of this Performance-based Work Statement (PWS). The list of hoists and lifts covered by this contract is shown in Appendix A.

1.1. Applicable Regulations and Standards: All services and materials shall at a minimum conform to the following regulations and standards:

a. Japanese Industrial Standards (JIS).

(1) Manually Operated Chain Lever Hoists, JIS B 8819-1990

(2) Safe Working Loads, Rated Speeds and Slewing Radii of Cranes, JIS B 8820-1973

(3) Electric Wire Rope Hoists, JIS C 9620-1995

(4) Lift for Automobiles, JIS D 8107-1994

(5) Lift above Ground for Automobiles, JIS D 8108-1987

b. Occupational Safety and Health Administration (OSHA).

(1) OSHA Standards, 1910-67 Vehicle mounted elevating and rotating work

(2) OSHA Standards, 1910-179 Overhead and gantry cranes

c. Air Force Manual

(1) AFMAN 91-203 Air Force Consolidated Occupational Safety, Fire and Health Standards

d. Manufacturers Specifications/Instructions

1.2. BAISC SERVICE: The contractor shall inspect and perform minor repair to the following items for hoist, mono-rail, turn table and hydraulic vehicle lifts at each building in accordance with the above listed regulations and standards.

1.2.1. Annual Inspection: The contractor shall perform annual inspections according to items listed in Paragraph 1.1. Applicable Regulations.

1.2.2. Affixed Test Data: The contractor shall affix test data to the controller of the hoist. If the test data cannot be affixed in this manner, the contractor will install a tag near the controller of electric driven hoists and at the chain for manual type after finish. Affixed test data shall include the date, safety load and test weight. All tags shall be plates made of rigid metallic materials.

1.2.3. Minor Maintenance: The contractor shall perform minor maintenance as necessary for repairs up to ¥5,000 per unit at no additional costs to the Government. Repairs above and beyond ¥5,000 shall be presented to the Government via estimate for level II work consideration in accordance with Paragraph 1.3.

Level II Work.

1.2.4. Work Schedule: The contractor shall submit an Inspection schedule (in English and Japanese) to Government Representative (GR) for approval within five (5) calendar days after award of contract. The contractor shall not perform any inspection or maintenance before approval of the schedule.

1.2.5. Reports: The contractor shall submit a report (in English and Japanese) in checklist form to include all services performed and the materials used to the GR within thirty (30) calendar days after completion of service and two (2) copies for each building. In the event of inspection failure, the contractor shall submit a report detailing the recommendation of required work to repair or replace defective items with an estimated cost.

1.3. LEVEL II WORK: Any work beyond inspections and minor repair costing over ¥5,000 will be considered Level II. Level II work includes the reprocessing or replacement of parts or materials which have deteriorated and could not have been corrected through routine maintenance servicing.

1.3.1. In the event that the contractor identifies needed repairs during a routine maintenance service, a deficiency report shall be provided in accordance with Paragraph 1.3.2. Submittals for Level II of this PWS to GR for Contracting Officer (CO)’s approval. The GR and CO will review the deficiency report and if repairs and/or replacement work shall be performed within the scope of this contract. Exact repair costs incurred will be paid by the Government under CLIN X004 and the corresponding option CLINs. The contractor shall accomplish repair in accordance with an approved schedule. The contractor shall provide reports of all Level II repair work in accordance with Paragraph 1.3.2.2.

1.3.2. Submittals for Level II. When there is a need for repair work, the contractor shall submit the following:

(1) Repair Work Schedule (Para 1.3.2.1.)

(2) Report for Scheduled Repair (Para 1.3.2.2.)

1.3.2.1. Repair Work Schedule: The repair work schedule shall include the start and estimated completion dates, installation name, location, date of failure, description of failure, a required materials list, estimated man-hours, detailed work description of the repair, proposed work schedule, drawings or sketches, estimated cost and signature of the GR.

1.3.2.2. Report for Scheduled Repair: The contractor shall prepare and submit a written report within five (5) business days after the scheduled repair is accomplished. This report shall include the date, time, and service performed, etc. If the service performed did not follow the schedule, the contractor shall document the reasoning in the report. Report shall be inclusive of all costs actually incurred for repairs for the government’s reimbursement to the contractor.

2. GENERAL INFORMATION.

2.1. Quality Assurance: The Government will evaluate the Contractor’s performance by appointing a GR to monitor performance to ensure services are received. The GR will evaluate the Contractor’s on-base performance periodically through intermittent on-site inspections in accordance with Work Schedule and 100% inspection of manifests.

2.2. Hours of Operation: Normal Working Hours. The Contractor shall perform the contract services between the hours of 0730 to 1630, Monday through Saturday including Japanese holidays, but excluding US legal holidays.

Recognized US Holidays. The recognized US legal holidays* are listed below:

1 January New Year's Day 3rd Monday of January Martin Luther King Jr's Day Birthday 3rd Monday of February President’s Day Last Monday of May Memorial Day 19th of June Juneteenth National Independence Day 4th July Independence Day 1st Monday of September Labor Day 2nd Monday of October Columbus Day 11th November Veterans Day 4th Thursday of November Thanksgiving Day 25th December Christmas Day

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

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

2.3. Base Passes: The Contractor’s employees will be issued base passes (identification cards), which shall be carried by the individual at all times while on Yokota Air Base and Tama Annex. The contractor shall submit written requests for issuance of base passes to the GR no later than 10 days after contract award and shall be responsible for all base passes issued to his/her employees. The Contractor will return all base passes to the Japanese Pass Section at Yokota Air Base upon completion of the contract.

3. PERSONNEL REQUIREMENTS.

3.1. Contract Manager (CM): The contractor shall provide a CM who shall be responsible for the performance of the work. The name of this person and alternate(s) shall be designated in writing to the CO within five (5) calendar days after contract award.

3.1.1. The CM and/or alternate, upon notification, shall be available during normal duty hours within two

(2) hours to meet on the installation with the GR to discuss inspections.

3.1.2. The CM and alternate(s) must be able to read, write, speak, and understand English, or provide a translator.

3.2. Contractor Employees: The contractor shall not employ persons for work on this contract, if he/she is identified to the contractor by the CO as a potential threat to the health, safety, security, general well-being or operational mission of the installation and its population.

3.2.1. The contractor personnel shall present a neat appearance and be easily recognized. This may be accomplished by wearing distinctive clothing bearing the name of the company or by wearing appropriate badges, which contain the company name and employee's names. The contractor shall adhere to all base safety and traffic regulations and policies.

3.2.2. The contractor shall not employ any person who is an employee of the US Government if employing that person would create a conflict of interest. The contractor shall not employ any person who is an employee of the Department of the Air Force if such employment would be contrary to the policies of the Department of the Air Force, in accordance with FAR 3.104-3.

3.2.3. The contractor is cautioned that off duty active military personnel hired under this contract may be subject to permanent change of station, change in duty hours or deployment. Military Reservists and National Guard members may be subject to recall to active duty. The abrupt absence of these personnel could adversely affect the contractor’s ability to perform under this contract; however, their absence at any time shall not constitute an excuse for nonperformance under this contract.

4. GOVERNMENT- FURNISHED SERVICES.

4.1. The Government will provide, for emergency purposes only, the following services:

(1) Security Police: Telephone 911 or Commercial No. 042-511-9110

(2) Fire Protection: Telephone 911 or Commercial No. 042-511-9110

(3) Hospital Emergency (Reimbursable expense): Telephone 911 or Commercial No. 042-511-9110

Any time the contractor uses one of the above services, the CM shall immediately report to the GR with all of the details. The CM will be required to submit, in writing, within two (2) working days, the details surrounding the use of the service to the CO.

4.2. Damage. The contractor shall exercise care not to damage any facilities and grounds at Yokota Air Base and Tama Service Annex, Japan. Any damages determined to have been caused by the contractor shall be repaired by the contractor at no expense to the Government. The contractor shall be responsible for verification of the job site and the existing conditions.

5. APPENDICES

A. Equipment Schedule

BLDG NO. ITEM

DESCRIPTION CAPACITY REMARKS PRIORITY

NUMBER

YOKOTA AB

85 Electric Driven Type 3 ton x 1 ea Mitsubishi-denki 5 202 Electric Driven Type 0.5 ton x 6 ea Kito 7

Electric Driven Type 5 ton x 2 ea Kito 7 610 Electric Driven Type 4 ton (8000 lbs.) x 2 ea Kito 16 650 Manual Type 3 ton x 1 ea 10

Manual Type 3 ton x 1 ea 10 Manual Type 3 ton x 1 ea 10 Manual Type 3 ton x 1 ea 10

702 Electirc Driven Type 3 ton x 1 ea Kito

753 Manual Type 1.6 ton x 1 ea Elephant Chain Block 17 Manual Type 0.5 ton x 1 ea 17

756 (Electrical Systems) Electric Driven Type 2 ton x 2 ea Hitachi 18 756 (Power Production) Electric Driven Type 7.5 ton x 1 ea Mitsubishi-denki 18 804 (2nd FL) Electric Driven Type 0.5 ton x 2 ea Kito 8 804 (Roof-top) Electric Driven Type 0.5 ton x 1 ea Kito (Jib crane) 8 820 Electric Driven Type 3 ton x 2 ea Kito 6

Manual Type 3 ton x 2 ea Kito 6 Turn Table 2 ea Kito 6

900 Steel Safety Cable 500 lbs. x 1 ea 9 906 Electric Driven Type 0.25 ton x 1 ea 2 907 Electric Driven Type 2 ton x 2 ea Hitachi 1

Manual Type 2 ton x 2 ea 1 912 Electric Driven Type 2.0 ton 1 EA Kito

934 Electric Driven Type 2.4 ton x 1 ea Kito 11 1221 Electric Driven Type 0.5 ton x 1 ea Kito 12 1585 (2nd FL) Electric Driven Type 1 ton x 1 ea Kito 13 1587 Electric Driven Type 2.5 ton x 1 ea Kito (Explosion proof) 14 4085 Electric Driven Type 0.5 ton x 2 ea 15

Electric Driven Type 0.5 ton x 2 ea 15 4100 Manual Type 2 ton x 2 ea 21 4125 Electric Driven Type 3 ton x 2 ea Mitsubishi-denki 3 4127 Electric Driven Type 3 ton x 1 ea Mitsubishi-denki 22 4155 Electric Driven Type 1.5 ton x 1 ea 23 4408 Manual Type 1 ton x 2 ea 24

HOIST

BLDG NO. ITEM

DESCRIPTION CAPACITY REMARKS PRIORITY

NUMBER

TAMA SA

1006 Electric Driven Type 0.5 ton x 1 ea 19 Manual Type 0.8 ton x 1 ea 19

1010 Electric Driven Type 1.5 ton x 1 ea 20

BLDG NO. QUANTITY PRIORITY

NUMBER

YOKOTA AB

ABILITY 17,500 KG

TABLE DIMENSIONS 4673 MM

MAXIMUM HEIGHT 1829 MM

MINIMUM HEIGHT 222 MM

LIFT

ELECTRIC MOTOR 208/230V, 1PH, 60HZ

ASCENT TIME

DECENT TIME

CYLENDER

PUMP

ABILITY 1,500 Kg

TABLE DIMENSIONS 1100 x 9000 MAXIMUM HEIGHT 2,600mm

MINIMUM HEIGHT 800mm

LIFT 1,800mm

3Ø-200v-50Hz, 3.7Kw

ASCENT TIME Approx. 40seconds

DESCENT TIME Approx. 40seconds, Adjustable

CYLINDER 80mmdia. x 550st x 4 pieces 140Kg/cm², 12.7L/min

ABILITY 5,000 Kg

LIFT 1,700mm

3Ø-200v-50Hz, 2.2Kw

ELECTRIC MOTOR

PUMP

WORK LIFT, Banzai Co., Ltd.

1 UNIT

HOIST

TYPE

WORK LIFT, Stertil KONI (ST4175)

HYDRAULIC VEHICLE LIFT

1 UNIT

BLDG 85

5 TON HYDRAULIC LIFT, Banzai Co., Ltd.

1 UNIT

ELECTRIC MOTOR

ABILITY 4,000 Kg

LIFT 1,700mm

3Ø-200v-50Hz, 2.2Kw

ASCENT TIME Approx. 60seconds

ABILITY 10,000 Kg

LIFT 450mm

3Ø-200v-50Hz, 2.2Kw

ASCENT TIME Approx. 300seconds

ABILITY 4,000 Kg

LIFT 1,700mm

3Ø-200v-50Hz, 2.2Kw

ASCENT TIME Approx. 55seconds

ABILITY 45 ton

LIFT 1,300mm

3Ø-200v-50Hz, 2.2Kw x 3

3Ø-200v-50Hz, 0.4Kw x 2

ABILITY 3,000 Kg

LIFT 1,700mm

3Ø-200v-50Hz, 2.2Kw

ABILITY 3,000 Kg

LIFT 1,700mm

ELECTRIC MOTOR 3Ø-200v-50Hz, 2.2Kw

ABILITY (1st STEP) 14 ton ABILITY (2nd STEP) 14 ton

LIFT 1,500mm

ELECTRIC MOTOR 3Ø-200v-50Hz, 2.2Kw x 2

ELECTRIC MOTOR 3Ø-200v-50Hz, 0.2Kw

BLDG 4125

ELECTRIC MOTOR

ELECTRIC MOTOR

ELECTRIC MOTOR

4 TON HYDRAULIC PIT LIFT, Banzai Co., Ltd

10 TON PIT LIFT, Banzai Co., Ltd

4 TON HYDRAULIC LIFT, Banzai Co., Ltd

45 TON PIT TYPE FLOOR LIFT, Banzai Co., Ltd

ELECTRIC MOTOR

ELECTRIC MOTOR

31 UNIT

33 UNITS

3 UNITS

2 UNITS

1 UNIT

1 UNIT

28 TON PIT TYPE FLOOR LIFT, Banzai Co., Ltd

1 UNIT

3 TON TWO POST LIFT, Banzai Co., Ltd

3 TON HYDRAULIC LIFT, Banzai Co., Ltd

ELECTRIC MOTOR

ABILITY MAX 4536 KG

TABLE DIMENSIONS 4673 MM

MAXIMUM HEIGHT 1829 MM

MINIMUM HEIGHT 222 MM

LIFT

ELECTRIC MOTOR 208/230V, 1PH, 60HZ

ASCENT TIME

DECENT TIME

CYLENDER

PUMP

ABILITY MAX 6350 KG

TABLE DIMENSIONS 6170 MM X 3300 MM

MAXIMUM HEIGHT 1970 MM

MINIMUM HEIGHT 196 MM

LIFT 4 POST LIFT

ELECTRIC MOTOR 220 VAC, 1PH, 60HZ

ASCENT TIME

DECENT TIME

CYLENDER

PUMP

ABILITY 1,500 Kg

TABLE DIMENSIONS 1100 x 9000

MAXIMUM HEIGHT 2,600mm

MINIMUM HEIGHT 800mm

LIFT 1,800mm

3Ø-200v-50Hz, 3.7Kw

CYLINDER 80mmdia. x 550st x 4 pieces 140Kg/cm², 12.7L/min

ABILITY 45 ton

LIFT 1,300mm

3Ø-200v-50Hz, 2.2Kw x 3

3Ø-200v-50Hz, 0.4Kw x 2

BLDG 4125

BLDG 4127

1 UNIT

ELECTRIC MOTOR

ELECTRIC MOTOR

1 UNIT

ELECTRIC MOTOR

PUMP

1 UNIT

WORK LIFT, Banzai Co., Ltd

WORK LIFT, HUNTER (RX45)

4 POST LIFT WORK LIFT, BENDPAK HDS (14X)

45 TON PIT TYPE FLOOR LIFT, Banzai Co., Ltd

1 UNIT 4

B. Crane/Hoist Inspection Checklist

Crane/Hoist No. Type Location Operator Nam

Crane/Hoist Capacity Type of Inspection Date Started Dat

Item Item Description Condition

1 Bent, cracked, or corroded structural members.

2 Cracked or corroded welds.

3 Loose, broken, missing, or deteriorated, rivets or bolts.

4 Inspect all wire rope for wear, broken wires, corrosion, kinks, damaged strands, crushed or flattened sections, condition of sockets, and dead end connections. Check for proper lubrication and evidence of proper operation of idler sheaves and saddles.

5 Inspect for excessive wear of chains and sprockets. Measure chain stretch of load chains.

6 Inspect hooks for cracks, sharp edges, and distortion. Verify disassembly, inspection, and nondestructive test (NDT) when needed.

7 Inspect tanks, lines, valves, drains, filters, and other components of air systems for leakage and proper operation. (When applicable)

8 Inspect reservoirs, pumps, motors, valves, lines, cylinders, and other components of hydraulic systems for leakage and proper operation. (When applicable)

9 Inspect all brakes and clutches for proper operation. Spot check components for proper adjustment and acceptable wear.

10 Check all controls for proper condition and operation.

11 Check all control components for proper condition and operation.

12 Inspect all limit switches for condition and proper operation.

13 Ensure each drum has minimum of two complete wraps of wire rope at lowest working level.

14 Check load indicators for condition and working accuracy.

15 Inspect all mechanical equipment which is reasonably accessible for wear, cracks, and alignment.

File details come from the government source that posted it. Updated .