Atch_PWS_FY17_YAB_Roadbed_FA520917T0009_0001.pdf

Attachment 1 to Solicitation No. FA5209-17-T-0009-0001

PERFORMANCE WORK STATEMENT (PWS)

FOR

FY17 SIDETRACK ROADBED MAINTENANCE

AT

U.S. GOVERNMENT SIDETRACK NO. 328

YOKOTA AIR BASE

ZNRE# 17-0901

Yokota Air Base 02 Nov 2016

The attached PWS is being provided in accordance with (IAW) Section 801, 10 USC 2330. Any contract or task order resulting from this request is to be acquired using performance-based principles.

PERFORMANCE WORK STATEMENT

FOR

SIDETRACK ROADBED MAINTENANCE AT

U.S. GOVERNMENT SIDETRACK NO. 328, YOKOTA AIR BASE

1. DESCRIPTION OF SERVICES/GENERAL INFORMATION. The Contractor shall provide all personnel, equipment, tools, materials, supervision, and services necessary to perform maintenance and repairs to the sidetrack roadbed portion of U.S. Government Sidetrack No. 328, Yokota Air Base, in a manner that will ensure continuous and reliable railroad operational condition. The performance period shall be from 01 Dec 2016 through 30 Sep 2017.

1.1. MAINTENANCE AND REPAIR SERVICES. The maintenance and repair services shall be in accordance with (IAW) the Japan Freight Railway Company’s (JFRC) rules and regulations as specified in the Agreement between the United States of America and Japan Freight Railway Company (JFRC) for handling military sidetracks, dated 01 Apr 1987, paragraphs 2, 4, 6 and its first Supplementary Agreement dated 13 July 1987, paragraph 5 entitled “Maintenance”, and the second Supplementary Agreement dated 16 March 1988, subparagraphs 5.e and 5.f.

All construction debris or waste generated from this contract shall be removed IAW all Japanese laws and regulations, Japan Environmental Governing Standards (JEGS), commercial practices, and local standards.

1.2. The Contractor shall perform maintenance and repairs to the sidetrack roadbed portion of U.S. Government Sidetrack No. 328, Yokota Air Base, as identified in Appendices A through H to ensure reliable and continuous operation. The work shall include but is not limited to:

(a) CSLIN 0001AA: Repair of Trackage IAW Appendices.

(b) CSLIN 0001AB: Repair of Switching Device IAW Appendices.

(c) CSLIN 0001AC: Cleaning of Railroad Crossing IAW Appendices.

(d) CSLIN 0001AD: Weeding IAW Appendices.

(e) CSLIN 0001AE: Repair of Railroad Crossing IAW Appendices.

(f) CSLIN 0001AF: Emergency Repair IAW Paragraph 1.3.

1.3. EMERGENCY REPAIR. In the event that action is required to correct a safety issue or protect lives and properties, the Contracting Officer (KO) or Contracting Officer’s Representative (COR) may verbally instruct the Contractor to proceed with emergency repairs by issuance of a supplemental agreement pursuant to FAR 52.212-4, Contract Terms and Conditions - Commercial Items in this contract. All repair work shall be IAW the JFRC’s rules and regulations. This effort is not included in the basic price.

1.4. JFRC’S INITIAL INSPECTION. After completion of the Contractor’s scheduled work cited in the contract, initial inspection shall be performed by JFRC prior to inspection by the Government IAW paragraph 5.c. and 5.d. of the Agreement between the United States of America and JFRC for Handling Military Sidetracks. Inspection of services will be accomplished by the designated COR based on the JFRC’s certification of inspection.

1.5. INTERFERENCE WITH GOVERNMENT OPERATIONS. The Contractor shall make every effort to schedule its maintenance activities so as not to interfere with U.S. Government operations. In the event such interference is necessary, the Contractor shall provide the COR with a minimum of five (5) working days advance notification of the proposed work.

1.6. WASTE DISPOSAL.

1.6.1. Every effort shall be made to use recycling and/or reuse (diversion) measures to reduce the amount of waste generated under the contract. Waste minimization and disposal plan shall be included in the Environmental Protection Plan (EPP). In addition, a copy of contract(s) for waste transportation and disposal, and permits issued from local governments shall be submitted with the AF Form 3000 to CE Environmental (374 CES/CEIE) separate from the EPP. The plan also needs to list waste that will be generated from the contract and how they are treated

(recycled/incinerated/landfilled). After the disposal, waste manifests shall be submitted to 374 CES/CEIE along with recycling report that shows the amount of waste recycled/incinerated/landfilled.

1.6.2. Solid and Construction Waste: Solid waste shall be placed in containers which are emptied on a regular schedule. Likewise, construction debris will be placed in appropriate containers or vehicle equipment for proper handling and disposal. Handling and disposal shall be conducted to prevent contamination. Segregation measures shall be employed so that no hazardous or toxic waste will become co-mingled with solid waste. The Contractor shall transport solid waste to include construction debris off government property and dispose of it in compliance with applicable federal and local requirements for solid or construction waste disposal. In addition, the Contractor shall comply with Japanese local laws and regulations pertaining to the use of landfill areas. At a minimum, the following items will be recycled: scrap metal, cardboard, concrete, asphalt, scrap wood, wooden pallets, glass, and plastic. Green wastes such as leaves, trees, and branches should be mulched or composted. With the COR’s or KO’s approval, green waste may be transported and dropped off to the Civil Engineer yard near Building 4072 to be processed for mulching. Note: Green waste does not include wooden railroad ties.

1.6.3. Hazardous Waste (HW): All HW generated by the Contractor shall be disposed/recycled off base IAW Japanese regulation, Article 3 of “Law of Disposal and Cleansing of Waste (Haikibutsu no shori oyobi seisou ni kansuru horitsu)” and local regulations. Polychlorinated Biphenyl (PCB) containing items, fluorescent light bulbs, and any hazardous waste that meets criteria of JEGS Chapter 6 generating from existing U.S. properties must be turned in to 374 CES/CEIE for disposal or recycled. The Contractor shall not leave any hazardous waste at work site areas at the end of duty hours. If temporary hazardous waste storage is needed to accumulate hazardous waste on base, the Contractor shall submit spill response plan with site map, the list of all hazardous waste to be stored on-base and estimated quantities to 374 CES/CEIE, CE Fire Inspection (374 CES/CEF), Bioenvironmental (374 AMDS/SGPB), and Safety (374 AW/SE) for approval.

1.6.4. Burning: Open burning is prohibited for the purpose of reducing waste.

1.7. HAZARDOUS MATERIALS.

1.7.1. Approval is required before bringing any hazardous materials (HAZMAT) onto the installation. The Contractor seeking approval to bring HAZMAT onto the installation must submit the AF Form 3000 along with Safety Data Sheet/Material Safety Data Sheet (SDS/MSDS) in English and Japanese. The Contractor is also required to provide the estimated amount of HAZMAT to be used during the project. If the HAZMAT is suspected to contain lead or asbestos, such as paint, primer, and caulking, a certificate from the manufacturer shall be provided to prove that the HAZMAT is free of asbestos/lead. The AF Form 3000 package will be reviewed by 374 AMDS/SGPB, 374 AW/SE, and 374 CES/CEIE. The Contractor shall use non-hazardous chemicals when available.

All excess materials and empty containers are the responsibility of the Contractor and shall be removed at the end of the contract. When the occupants of the facility request the Contractor leave the excess HAZMAT, the Contractor shall coordinate with and be approved by 374 CES/CEIE.

1.7.2. Approval of Herbicide. A PACAF-approved listing of approved herbicide is located within Appendix G. If the Contractor wishes to utilize herbicide other than the approved herbicide, the Contractor shall coordinate with the COR first. All herbicides must be reviewed and approved by 374 CES/CEIE, 374 AMDS/SGPB, 374 AW/SE, and the Civil Engineer Entomology Shop (374 CES/CEOIE).

1.7.3. Application and Control of Herbicide. The application of herbicide shall be conducted IAW the manufacturer’s instructions. The Contractor shall possess the spill control materials on hand at all times to contain/absorb worst case spill, both by volume and hazard level. The Government will inspect each application.

The Contractor shall not store or dispose any herbicide including its empty containers on the Government’s installation.

1.7.4. Monthly Reports. The Contractor shall submit a report to the KO within ten (10) working days following each month listing all pesticide and herbicide applications. Include pesticide/herbicide name, use concentration, amount applied, date, and detailed location of use. A DD Form 1532 will be provided on request to facilitate record keeping.

1.7.5. For the pesticide/herbicide management, the personnel certified as a Pesticide Management Instructor (Nouyaku Kanri Shidoushi 農薬管理指導士) or equivalent shall be on site to supervise the workers. The

Contractor is subject to inspection by DOD certified applicators/inspectors as well as State Department of Agriculture Pesticides Division or equivalent agency.

1.7.6. Hazardous Materials Inventory. The Contractor shall maintain an up-to-date hazardous material inventory with copies of SDS(s)/MSDS(s) for all materials used on the job site. The Contractor shall maintain a complete copy of all approved SDS(s)/MSDS(s).

1.7.7. Hazardous Materials Management. The Contractor shall remove all hazardous materials by the end of each workday. The Contractor shall not conduct process treatments (e.g., paint thinner solvent recycling) on base.

1.7.8. Storage. All containers of HAZMAT in the work place should be labeled, tagged, or marked in both English and Japanese with the identity of the products. The Contractor shall ensure adequate handling and storage IAW JEGS where the HAZMAT is stored. Storage of oils, greases, chemicals, fuels, or other liquids will require spill prevention and security. The Contractor is not allowed to store HAZMAT on base for over 24 hours without authorization. If on-base HAZMAT storage areas are needed, the Contractor shall submit the list of all items that are to be stored on-base and estimated quantities to 374 CES/CEIE, 374 CES/CEF, and 374 AW/SE for approval. Hazardous materials storage areas may be inspected by 374 CES/CEIE, 374 CES/CEF, and 374 AW/SE. SDS(s)/MSDS(s) must be available at storage and on site at all times.

1.7.9. Final Report. The Contractor shall submit a final inventory, not later than ten (10) working days following termination/completion of this contract, of all hazardous materials used since the last hazardous usage report to the KO or COR. The final inventory will list all hazardous materials used, total amount of each used, and a description of the disposition of any remaining hazardous materials.

1.8. HUMANITARIAN ASSISTANCE AND DISASTER RELIEF (HADR). The scope of this contract includes services to respond to requirements in a contingency environment including humanitarian assistance and disaster relief.

1.9. GENERAL INFORMATION.

1.9.1. Quality Control. The Contractor shall develop and maintain a quality control program to ensure the sidetrack roadbed maintenance services are performed IAW the PWS, standards of the contract, and the JFRC’s regulations. A QCI (Quality Control Inspector) shall be responsible for inspecting, identifying, and preventing defects in the quality of service performed.

1.9.2. Quality Assurance. The Government will evaluate all of the Contractor’s performance IAW the Quality Assurance Surveillance Plan (QASP) by appointing COR to monitor performance to ensure services are received.

1.9.3. Government Remedies. The KO will 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.

1.9.4. CONTRACTOR PERSONNEL.

1.9.4.1. 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 an alternate or alternates who shall act for the Contractor when the manager is absent, shall be designated in writing to the KO. The CM or alternate shall have full authority to act for the Contractor on all contract matters relating to daily operation of this contract and shall be individuals who are capable of conversing in, and comprehending English.

1.9.4.2. Contract 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.

1.9.4.3. 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 from the Government job any of his/her employees who endanger persons or properties, or whose continued employment under this contract is inconsistent with the interests of military security.

1.9.4.4. Third Country Nationals (TCN). The Security Forces on each base control entry to the base. Under certain circumstances, the TCN might be denied entry. It is the Contractor’s responsibility to coordinate with the Security Forces at each base when there is a question about particular circumstances.

1.9.5. SUBCONTRACTING. The subcontractors shall meet the standards required by this contract to perform the service. The prime Contractor is responsible for the performance of the subcontractor.

1.9.6. Installation Base Passes. For access to U.S. Installations, the U.S. Government will issue all required Gate Passes/Vehicle Passes to contractor personnel at no cost to the Contractor. To obtain passes, the Contractor is required to submit documents IAW each installation instruction. The prime Contractor shall be responsible for all passes issued to his/her own or his/her subcontractor’s employees under this contract. The Contractor shall return all applicable passes upon termination of employment or completion of this contract to the Installation Pass Office.

1.9.6.1. Gate Passes. In order to obtain Gate Passes, the Contractor may be required to (i) submit certificates of residence, abstracts of family registers and an ID photo, in addition to application forms which could vary depending on each installation, and (ii) make appointments at the Installation Pass Offices to take ID photos and pick up issued passes. The Contractor is responsible for the expenses and costs that they would incur in order to obtain Gate Passes.

1.9.6.2. Vehicle Passes. In order to obtain Vehicle Passes, the Contractor shall submit the proof of valid liability insurance that must cover the automobile liability insurance in the types and minimum amounts of (i) Bodily Injury - ¥30,000,000 per person per occurrence, in addition to the Japanese Compulsory Insurance (JCI), and (ii) Property Damage - ¥3,000,000 per occurrence.

1.9.7. HOURS OF OPERATION.

1.9.7.1. WORK HOURS. Contractor work hours are from 0730 to 1630 Monday through Friday including Japanese holidays, but excluding U.S. legal holidays.

1.9.7.2. U.S. LEGAL HOLIDAYS. Recognized U.S. legal holidays are listed below. Holiday falling on a Saturday may be observed on the preceding Friday. Holidays falling on a Sunday may be observed on the following Monday.

DATE HOLIDAY

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

1.9.8. REPORTS OF DAMAGES, DESTRUCTION, INJURY, OR DEATH.

1.9.8.1. 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. For the purposes of this clause, the term “property” includes equipment or property of any type, whether Government owned or not. The term “Contractor” includes the Contractor, its agents, servants, or employees.

1.9.8.2. The Contractor shall submit these reports to the KO through the COR as follows:

1.9.8.2.1. A preliminary report shall be made as soon as practicable after the time the incident occurs. Report may be either verbal or facsimile.

1.9.8.2.2. A complete written report shall be submitted within 96 hours after occurrence of the incident. A copy of this report shall be furnished to the COR.

2. SERVICES SUMMARY (SS).

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.

Performance Objective PWS Para Performance Threshold Method of Assessment SS# 1: Repair and Maintain Sidetrack Roadbed Portion

a. Repair of Trackage

b. Repair of Switching Device

c. Cleaning of Railroad Crossing

d. Weeding

e. Repair of Railroad Crossing

Ensure reliable and continuous condition IAW the JFRC’s rules and regulations.

1.1. – 1.2. Zero (0) defect. 100% Inspection

SS# 2: Emergency Repair Ensure reliable and continuous condition IAW the JFRC’s rules and regulations.

1.3. Zero (0) defect. 100% Inspection

3. GOVERNMENT-FURNISHED PROPERTIES AND SERVICES.

3.1. Utilities. Water, electricity, and sewage, where available from existing work sites, will be provided to the Contractor without cost.

3.2. Security Forces and Emergency Contact Numbers. Upon request for assistance, the following units will provide services on a contractor refundable bases as necessary: the Base Security Forces, the Base Fire Department, and the Base Emergency Phone Number.

a. Base Security Forces Telephone 911

b. Base Fire Department Telephone 911

c. Base Emergency Telephone 911

4. APPENDICES.

A. Estimated Work Load B. Estimated Schedule of Inspection by JFRC C. List of Repair Work D. U.S. Military Sidetrack Drawings E. Replacement List F. Weeding Area G. Approved Herbicide H. Work Pictures

APPENDIX A: ESTIMATED WORK LOAD

A. Repair of Trackage Unit Quantities

a. Replacement of Regular Tie EA 20

b. Replacement of Steel Tie EA 15

c. Replacement and Restore of Fuel Pan EA 1

d. Replacement of Brace EA 2

e. Paint of Curve Post EA 2

f. Alignment of Track m 70

g. Tamping of Ballast m 20

h. Replacement of Bridge Gasket EA 1

B. Repair of Switching Device

a. Replace Switching Device Tie (day shift) EA 5

b. Lubrication of Switching Device EA 7

C. Cleaning of Railroad Crossing

a. Cleaning of Flange Way (night shift) EA 3

b. Cleaning of Withered Leaves Set 5

D. Weeding

a. Chemical Weed Control m2 34,496

b. Weeding m2 5,224.8 (870.8 m2 x 6 times)

c. Tree Trimming EA 3

E. Repair of Railroad Crossing

a. Paint of Concrete Fence EA 3

b. Paint of Stop Line EA 2

Appendix B: Estimated Schedule of Inspection by JFRC

（２０１６/１０/１～２０１７/９/３０）

Ｓａｆｅｔｙ Ｐａｔｒｏｌ Ｉｎｓｐｅｃｔｉｏｎ Ｓｅｒｖｉｃｅｓ － Ｒｏaｄｂｅｄ Ｐｏｒｔｉｏｎ Ｓｉｄｉｎｇ Ｎｏ．３２８ ＹＯＫＯＴＡ ＡＢ

数 量 単 位 2016 2017 記 事

Ｑｔｙ Ｕｎｉｔ Ｏｃｔ Ｎｏｖ Ｄｅｃ Ｊａｎ Ｆｅｂ Ｍａｒ Ａｐｒ Ｍａｙ Ｊｕｎ Ｊｕｌ Ａｕｇ Ｓｅｐ Ａｒｔｉｃｌ

1 軌 道 変 位 検 査（一般区間） TRACK IRREGULARITY 1 Ｊｏｂ ★ 1unit per job

2 軌 道 変 位 検 査（分岐器） TRACK IRREGULARITY 12 Ｓｅｔ ★ 1set per job

SWITCH DEVICE

3 分 岐 器 一 般 ・ 機 能 検 査 FUNCTION INSPECTION OF 12 Ｓｅｔ ★ 1set per job

SWITCH DEVICE

4 分 岐 器 細 密 検 査 DETAIL INSPECTION OF 0 Ｓｅｔ

SWITCH DEVICE

5 レール 検 査 ＲＡＩＬ 1 Ｊｏｂ ★ 1unit per job

6 道 床 検 査 BALLAST 1 Ｊｏｂ ★ 1unit per job

7 ま く ら ぎ 検 査（一般区間） REGULAR TIE 1 Ｊｏｂ ★ 1unit per job

8 ま く ら ぎ 検 査（分岐器） SWITCH DEVICE TIE 12 Ｓｅｔ ★ 1set per job

9 そ の 他 材 料 検 査 OTHER MATERIALS 1 Ｊｏｂ ★ 1unit per job

10 巡 回 検 査

SAFETY PATROLLING SERVICE 2 Ｊｏｂ ★ ★ 1unit per job

11 し ゅ ん 功 検 査

CONPLETION 1 ★

12 調 査 （ 次 年 度 査 定 ）

INVESTIGATION 1 Ｊｏｂ ★ 1unit per job

★＝軌道会社（Ｎｏ.１～９） Track company（Ｎｏ．１～９） ★＝東京メンテナンスステーション（Ｎｏ.１０～１２） Tokyo Maintenance station（Ｎｏ．１０～１２）

＊在日米軍との契約上の関係、及び、ＪＲ貨物側、及び、軌道会社の作業上の都合により、予定を変更することもある。

＊請負業者は検査終了毎に東京メンテナンスステーションに連絡し､近日中にデータを入力すること.(又は､ＯＡ送信でも可とする.）

Contractors must inform Tokyo Maintenance station about the results every inspection,and enter data in a few days.(or carry data)

＊大工事終了時、及び、工事進行状況により、竣工検査を追加、削除したり、検査予定月を変更する場合もある。

施設関係 ２０１７年度分 米軍横田・年間検査計画表

Ｓｅｒｖｉcｅ

The inspection schedule will be subject to change,depending on the contructual relationships made by US military and Japan Freight Railway, or process of works of track company.

It may well be that the completion inspection perform or cancel,and due month reschedules, depending on the construction progress and on completion of large scale work.

Appendix C: List of Repair Work

【 保守工事数量表 】 No.1-止 List of Repair and Maintenance Work

番号 工 事 種 別 単位 数 量 摘 要

No. Description Unit Quantity Remarks 1 軌道補修

Repair of trackage 鉄まくらぎ交換 本 ※別紙略図参照 【設計確認必要】

Replacement of steel tie Job ※ Refer to sketch on the attached sheet 【Design validation is needed】 燃料漏油処理板仮撤去復旧 箇所 ７番線１箇所（鉄まくらぎ交換） ※別紙略図参照

Remove and restore of fuel pan Place No.7 = 1 place (Replacement of steel tie) ※ Refer to sketch on the attached sheet 並まくらぎ交換 本 ※別紙略図参照 西武線に近接している1本については、夜間施工とする。

3本については、脱線防止ガードの仮撤去、復旧含む。

Replacement of regular tie Job

※ Refer to sketch on the attached sheet. For one close to the Seibu line, and night time construction. For three , removal and restoration o f a derailment prevention guard are included.

チョック交換（50N） 個 引込3番線（拝島方曲線部） ※×印のみ交換、他は再用

Replacement of brace（50N） Job Industrial track No.3 （For haijima ） ※ × Mark - Replacement, Others - Re - use material

曲線標塗色 箇所 7番線 2♯レール付近 ※R=600、S＝10、C=0に塗色

Paint of curve post Place No.7 Around 2# rail ※ It is change paint to R= 600, S= 10 and C= 0 7番線(1k350m～1k390m) 40m V=63 Track No.7 (1k350m ～ 1k390m) 40m V= 63 9番線(1k390m～1k400m) 10m V=63 Track No.9 (1k390m ～ 1k400m) 10m V= 63

通り整正 ｍ 17番線(0k930m～0k950m) 20m V=42 Track No.17 (0k930m ～ 0k950m) 20m V= 42

Alignment of the track m ※必要により継目部の犬釘増打ちを含む。

※ Additional strike of a dog nail of a joint is included by need.

9番線(1k110m～1k120m) 10m Track No.9 (1k110m ～ 1k120m) 10m

道床つき固め ｍ 引込3番線(0k640m～0k650m) 10m Industrial track No.3 (0k640m ～ 0k650m) 10m Tamping tie m ※ゲートの開閉に支障しないよう、こう上量は20mm以内とすること。

※ The special amount on this way should be within the 20mm so that the trouble isn't made oil gate opening and shutting.

橋まくらぎ下部パッキン取替 引込3番線 玉川上水Ｂの橋まくらぎ下部のパッキン取替。 ※別紙写真参照

※レールの仮撤去、復旧含む。

Replacement of bridge tie 個 Industrial track No.3, Replacement of bridge tie bottom packing of Tamagawa Bridge.

bottom packing Job ※ Refer to photo on the attached sheet. ※Removal and restoration o f a rail are included.

2 分岐器補修

Repair of switching device ヨ5号 220×1本、280×1本、右基本レールのレールブレス調整含む。

YO5 = 220×1, 280×1, Including rail brace adjustment of the right stock rail.

ヨ15号 250×1本 YO15 = 250×1

分岐まくらぎ交換（昼間） 本 ヨ16号 220×1本、280×1本 YO16 = 220×1, 280×1

Replacement of switching Job ※密着調整・転換試験＝テムズ要請にて見積書へ計上 device tie (Day time) ※ Adhesion adjustment / Conversion examination of switch signal = It describes on a written estimateincluding a TEMS request.

ポイント部注油作業 組 2回 /年＝310ロ、312イ、ヨ5、ヨ8、ヨ9、ヨ15、ヨ16 Iubrication of switching device Set Twice a year ＝ 310RO、312I、YO5、YO8、YO9、YO15、YO16

3 清掃関係

Cleaning work 横田5号踏切＝4回 /年、横田1号踏切＝2回 /年、横田2号踏切＝2回 /年

輪縁路清掃（夜間） 箇所 ※踏切清掃時に、周囲に投棄された廃棄物も処分すること。

Repair of precast prestressed Place Yokota No.5 R.C. = four times a year, Yokota No.1 R.C. = twice a year, crossing (Night time) Yokota No.2 R.C. = twice a year

※ At the time of crossing cleaning, also to dispose of the refuse abandoned around.

1回 /年＝ヨ5号、ヨ6号、ヨ7号、ヨ8号、ヨ9号

ポイント部枯葉除去 組 Annual = YO5、YO6、YO7、YO8、YO9 Cleaning of switching device Set （12月～3月頃の間にて実施）

(Carried out between December and March) 4 除草作業

Weeding ①引込3番線 0k300m～燃料ゲートまで（3,648㎡）

① Industrial track No.3 between 0k300m and 0k908m (3,648㎡）

除草薬散布 ㎡ ②燃料基地内及び7番線、8番線、9番線の終点方含む（13,600㎡）

Chemical weed control ㎡ ② On base and the terminal point of No.7, No.8, and No.9 (13,600㎡）

17,248㎡ × 2回 /年 幅6mにて施工

17,248㎡ × Twice a year Construct width 6m 除草作業 ㎡ 燃料基地内：年6回 9番線（左側）＝870.8㎡×6 ＝ 5,224.8㎡ ※別紙求積表参照

Weeding ㎡

On fuel base: six times a year No.9 (Left side) = 870.8㎡ × 6 ＝

5,224.8㎡ ※ Refer to breakdown list on the quadrature table

横田３号ＲＣ（拝島方 左側）＝３本

樹木伐採 Yokota No.3 R.C. (For haijima, Left side) = 3 jobs Cutting of trees 横田４号ＲＣ～横田５号ＲＣ間（右側）＝３本 ※別紙写真参照

Yokota No.4 R.C. ～ Yokota No.5 R.C. (Right side) = 3 jobs ※ Refer to photo on the attached sheet

5 踏切補修

Repair of railroad crossing 月形柵塗色 箇所 横田１号踏切（３箇所） ※別紙写真参照

Paint of fence Place Yokota No.1 R.C. = 3 places ※ Refer to photo on the attached sheet 停止線塗色 箇所 横田１号踏切（２箇所 450×2700）

Paint of stop line Place Yokota No.1 R.C. = 2 places （450×2700）

5,224.8

本

Job

34,496

Appendix D: U.S. Military Sidetrack Drawings

Replacement of switching device tie 2jobs

, Replacement of s teel tie 5jobs (A= 5)

Replacement of switching device tie 1job

Replacement of regular tie 4jobs

Replacement of regular tie 12 jobs Pa int of curve post 1place ※R= 600 , S= 10 , C= 0 (BCC= 1k096m, ECC= 1k111m)

Al inement of the track 10m (1k390m～1k400m) Al inement of the track 40m (1k350m～1k390m)

Tamping tie 10m (1k110m～1k120m) Replacement of switching device tie 2jobs Including rail brace adjustment of the right stock rail.

13号RC

9番 No.9

ﾖ16

Al inement of the track 20m (0k930m～0k950m) ﾖ9 8番 No.8 12号RC

ﾖ15

18番 No.18 ﾖ8 7番 No.7

9号RC

ﾖ24 17番 No.17 ﾖ11 ﾖ5 ﾖ6 6番 No.6 ﾖ14 11号RC

ﾖ22 ﾖ7

16番 No.16 5番 No.5 ﾖ12

ﾖ23 8号RC ﾖ10 ﾖ13

4番 No.4 10号RC

7号RC

横田6号RC 燃料基地防護フェンス

Fuel a base fence

横田5号RC(砂川街道)

横田4号RC Cutting of trees 3jobs (Refer to photo on the attached sheet)

Replacement of steel tie 10jobs (A= 2, B= 8)

横田3号RC

Yokota No.3 RC

Replacement of regular tie 4jobs For one close to the Seibu line, and night time construction.

Cutting of trees 3jobs

横田2号RC

Replacement of brace (50N) 2 jobs (For Haijima)

横田１号RC

Replacement of bridge tie bottom packing of Tamagawa Bridge 1job Tamping tie 10m (0k640m～0k650m) (Refer to photo on the attached sheet)

西武鉄道

１２２イ、ロ

ＤＣ 312ｲ 横田引上線

横田専用2番 310ﾛ 八王子方 （ヨ5号、ヨ6号、ヨ7号、ヨ8号、ヨ9号）

453 452 (YO5GO, YO6GO, YO7GO, YO8GO, YO9GO)

横田専用1番 八高線

118ﾛ

（310ロ、312イ、ヨ5、ヨ8、ヨ9、ヨ15、ヨ16）

(310RO, 312I, YO5, YO8, YO9, YO15, YO16）

Paint of fence 3jobs

Paint of stop line 2jobs (270×2700)

Repair of precast prestressed crossing (Night time) , Twice a year ※ At the time of crossing cleaning, also to dispose of the refuse abandoned around. 312ロ

17番線 No.17

レールゲート rail gate

鉄まくらぎ交換

Replacement of steel tie

線ばねＡ

Spring clip A

分岐まくらぎ交換

Replacement of switching device tie 交

並まくらぎ交換

Replacement of regular tie

輪縁路清掃（夜間） 年４回 ※踏切清掃時に、周囲に投棄された廃棄物も処分すること。

※ At the time of crossing cleaning, also to dispose of the refuse abandoned around.

（On base and the terminal point of No.7, No.8, and No.9 13,600㎡）

専用線

JR Freight

並まくらぎ交換 12本

Repair of precast prestressed crossing (Night time) , Four times a year

JR東日本

ヨ5号 YO5

JR貨物

輪縁路清掃（夜間） 年２回 ※踏切清掃時に、周囲に投棄された廃棄物も処分すること。

Private siding

その他作業 Other works

(No.9 left side = 870.8㎡） ※Refer to breakdown list on the quadrature table

（Industrial track No.3 between 0k300m and 0k908m construct width 6m 3,648㎡）

※ At the time of crossing cleaning, also to dispose of the refuse abandoned around.

鉄まくらぎ交換 10本（Ａ＝2本、Ｂ＝8本）

・ポイント部枯葉除去 5組 【年１回＝12月から3月の間】 ・Cleaning of switching device 5sets (Annual = Carried out between January and March)

・ポイント部注油作業 7組 （年2回） ・Lubrication of switching device 7sets (Twice a year)

引込３番線 Industrial track No.3

2017年度 交換まくらぎ塗色（白色） 2017 Replacement of tie paint (White)

通り整正 10m(1k390m～1k400m)

（引込3番線 0k300m～0k908m 幅6m 3,648㎡ ）

Private siding

JR貨物

専用線

樹木伐採 3本（別紙写真参照）

Ａ 線ばねＢ

Spring clip B Ｂ

並まくらぎ交換 4本

曲線標塗色 1個 R=600 , S=10 , C=0 (BCC=1k096m,ECC=1k111m)

ヨ16号 YO16

7番線 No.7

分岐まくらぎ交換 2本

分岐まくらぎ交換 1本

2017年度 米軍横田専用線保守工事指示書位置略図 US Military Siding at Yokota Base Maintenance Instruction, 2017

ヨ15号 YO15 鉄まくらぎ交換 5本（Ａ＝5本）

JR Freight JR EAST

（燃料基地内、及び、7番線、8番線、9番線の終点方を含む 13,600㎡）

通り整正 40m(1k350m～1k390m)

道床つき固め 10m(0k640m～0k650m)

停止線塗色 2箇所(270×2700)

・除草薬散布 34，496㎡ 【17，248㎡ｘ年2回】 ・Chemical weed control 34,496㎡ (17,248㎡ × Twice a year)

月形柵塗色 3箇所

310イ

分岐まくらぎ交換 2本 右基本レールのレールブレス調整含む。

JR東日本

JR EAST

Weeding on fuel base (Disposal is included) 5,224.8㎡ （Six times a year）

木

横田１号 Yokota No.1 ＲＣ

燃料漏油処理板仮撤去復旧 1箇所 Remove and restore of fuel pan 1place

9番線 No.9

樹木伐採 3本

チョック交換（５０Ｎ用） 2個（拝島方曲線部）

通り整正 20m(0k930m～0k950m)

横田５号 Yokota No.5 ＲＣ

横田２号 Yokota No.2 ＲＣ

道床つき固め 10m(1k110m～1k120m)

玉川上水Ｂ 橋まくらぎ下部パッキン取替 1個（別紙写真参照）

並まくらぎ交換 4本 西武線に近接している1本については、夜間施工とする。

（9番線左側付近 = 870.8㎡) ※別紙求積略図参照

燃料基地内除草作業（処分含む） 5,224.8㎡ （年6回）

Repair of precast prestressed crossing (Night time) , Twice a year

輪縁路清掃 年２回 ※踏切清掃時に、周囲に投棄された廃棄物も処分すること。

拝島構内分岐在日米軍横田専用線 US Military Siding at Yokota Base, Siding

Yokota No.2 RC

Yokota No.1 RC

Se ibu rail way

Yo kota lead track

JR Hachikou line

Hac hiouji

Exc lusive Yokota No.1

Exc lusive Yokota No.2

118RO

122I , RO

312RO

312I

310RO

310I

Yokota No.4 RC

Yokota No.6 RC

Yokota No.5 RC (Sunagawa HW)

No.7 RC

No.8 RCYO23

YO24

YO22

YO11

No.9 RC

YO5 YO6

YO7

YO10

YO8

YO9

YO13

YO12

YO14

YO15

YO16

No.10 RC

No.11 RC

No.12 RC

No.13 RC

Appendix E: Replacement List

【鉄まくらぎ交換内訳表】 Replacement of steel tie breakdown list

☆特記事項 (1)工事施工は、JR貨物社内の【設計確認】受理確認後の施工となる。

Special note The construction is after accepting of "design vaildation" at JRF.

(2)スラックは、現地交換まくらぎに塗色。請負業者にて再確認のこと。 Slack paint rebplacement tie at construction field. Contractor must reconfirm.

(3)線ばねAは、スラックS=0～10、線ばねBは、S=10～20である。 Spring clip A : S= 0 ～ 10, Spring clip B : S= 10 ～ 20

(4)交換箇所のスラック設定は、《0、5、10、15、20》にて計画している。 To set up slack of replacement place is planned as below. Set up value 《0, 5, 10, 15, 20》

(5)交換箇所は砕石補充を行い、十分につき固めを行うこと。 Replacement place is replenished with ballast and make sufficient tamping.

(6)発生する木まくらぎ及び鋼クズ等は、請負業者にて責任処分とする。 Contractors responsibly dispose wooden ties and steel filings occurred.

【分岐まくらぎ交換内訳表】 Replacement of repair of switching device tie breakdown list

☆発生する木まくらぎ及び鋼クズ等は、請負業者にて責任処分とする。 Contractors responsibly dispose wooden ties and steel filings occurred.

【並まくらぎ交換内訳表】 Replacement of regular tie breakdown list

☆発生する木まくらぎ及び鋼クズ等は、請負業者にて責任処分とする。 Contractors responsibly dispose wooden ties and steel filings occurred.

Industrial track No.3 3本については、脱線防止ガードの仮撤去、復旧含む

For three, removal and restoration of a derailment prevention guard are included.

脱線防止ガード締結箇所はまくらぎ削正を行うこと

Derailment prevention guard conclusion point perform tie adzing

Total 合計

2 1 2 0 50 0 0

2YO16

ヨ16号

1 1

引込3番

ヨ5号

YO5 1

番線名

YO15

ヨ15号

Brace Remarks

記事

チョック

(Place)

脱線防止ガード

No.9

チョックは全て５０Ｎ用、×印のみ交換

For one cl ose t o t he Sei bu l i ne, and ni ght t i me const r uct i on

西武線に近接している1本については、夜間施工とする

All breces are 50N, Only x mark is replacement

20 2 3

合計

分岐まくらぎ種別（本） Classification of track tie (job) 計

Total 記事

Remarks

Total

記事 Remarks

全て50Nレール All 50N rail

計 Total

No.7 8番 No.8 9番

340 370 400

合計 total

3 1

101 7

S=15 S=20

鉄まくらぎ種別（本） Classification of steel tie (job)

線ばねB Spring clip B

番線名 No.

線ばねA Spring clip A

引込3番

S=10 industrial track No.3

分岐器番号 Turnout No.

S=0 S=5

No.9

5 1 1

7番

9番

(Job)(Job)

No.8

No.

220 250

並まくらぎ Regular tie

(本)

Derailment prevention guard

（箇所）

8番

(個)

7番 No.7

Appendix F: Weeding Area

13号RC

9番 No.9

ﾖ16

ﾖ9 8番 No.8 12号RC

ﾖ15

ﾖ8 7番 No.7

9号RC

ﾖ11 ﾖ5 ﾖ6 6番 No.6 ﾖ14 11号RC

ﾖ7

5番 No.5 ﾖ12

8号RC ﾖ10 ﾖ13

4番 No.4 10号RC

7号RC

拝島 方 終点方

Haijima 223.8㎡ ※処分を全て含む Terminal

C : Place Magnification a rough Weeding work quadrature table (Six times a year) ※All disposal is included

建物 No.4091

A building No.4091

9番線 No.9

防護フェンス

5,224.8

燃料基地内 除草作業（処分含む） 求積略図・求積表 Weeding on fuel base (Disposal is included) Quadrature sketch, Quadrature table

防護フェンス

Fence

C箇所 拡大略図

合計 （㎡） Total amount (㎡)

C

計 （㎡） Total (㎡)

位置

192.5

面積 （㎡）区分 Position Range Area (㎡)

除草作業求積表（年6回）

223.8 No.9 (Left side)

D

870.8

9番線（左側）

A 132.0

B

Fence

322.5

No.7 RC

No.8 RCYO23

YO24

YO22

YO11

No.9 RC

YO5 YO6

YO7

YO10

YO8

YO9

YO13

YO12

YO14

YO15

YO16

No.10 RC

No.11 RC

No.12 RC

No.13 RC

1K030m 1K380m

A B

C

D

1 .3m

80m 50m

2.0m

6 .7m

1 .0m 0 .8m

150m

3 .5m

2 .8m

3 .5m 13 .0m

10 .5m 6 .2m

9 .7m

12 .5m

33 .2m

Appendix G: Approved Herbicide

Appendix H: Work Pictures

樹木伐採 Cutting of trees

横田４号ＲＣ～横田５号ＲＣ間（右側）＝３本

Yokota No.4 R.C. ～ Yokota No.5 R.C. (Right side) = 3 jobs

輪縁路清掃（横田1号踏切、横田2号踏切、横田5号踏切） Repair of precast prestressed crossing (Yokota No.1 R.C. , Yokota No.2 R.C. , Yokota No.5 R.C.)

※踏切清掃時に、周囲に投棄された廃棄物も処分すること。

※ At the time of crossing cleaning, also to dispose of the refuse abandoned around.

橋まくらぎ下部パッキン取替

Replacement of bridge tie bottom packing

Industrial track No.3, Replacement of bridge tie bottom packing of Tamagawa Bridge.

月形柵塗色

Paint of fence

引込3番線 玉川上水Ｂの橋まくらぎ下部のパッキン取替

Yokota No.1 R.C. = 3 places

横田１号踏切（３箇所）