05._SOW.pdf
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- Attached to
- Project No. WYHL 14-1058, Replace Frequency Converter, B872, Tokorozawa Power Plant, Japan.
- Solicitation number
- FA520915B0005
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SOW
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Other files
| File | Type | Posted |
|---|---|---|
| 15B0005-0002.pdf | ||
| A-15_Answers_to_questions_15B0005_Final.pdf | ||
| 15B0005-0001.pdf | ||
| 3-A-16_Site_OrientTokorFC-Final.pdf | ||
| 1-14-1058 TokoFC-2015-4-15a-rev1-T1-E1-3.pdf | ||
| 2-14-1058_SOW_2015-4-15a-200V_V3-rev1.pdf | ||
| 04._Solicitation_15B0005.pdf | ||
| 02._Government_Policy_Letter-Maj_Kapise.pdf | ||
| 01._OF-17.xls | XLS spreadsheet | |
| 03._DD1707(Over-writable).pdf |
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SOW-1
WYHL 14-1058
STATEMENT OF WORK (SOW)
FOR
PROJECT WYHL 14-1058
REPLACE FREQUENCY CONVERTER, B872 TOKOROZAWA POWER PLANT
YOKOTA AB
Date: 28 Jan 2015
I. PRINCIPAL FEATURES OF WORK: The Contractor shall verify site conditions and conduct all field surveys and measurements as necessary to complete this project. All performance under this project shall meet or exceed US Government and Japanese Construction Standards. The Contractor shall provide all labor, materials, equipment and any other necessary to complete this project to ensure usable facility.
II. GENERAL SCOPE
A. Overall objective: Design and Build project to install new 400KVA Frequency Converter (FC) system including Transformer system. This project includes system design. The attached drawings are only for references.
B. General Description of Design and Electrical Work
1. Installation work:
a. Install new items below:
1) Install new Load Break Switch (LBS) unit at the existing 6.6KV Incoming Panel Involves: Power fuse G150A, Pull box (stainless type) is required depending on the site condition.
2) Install new Transformer Cubicle:
Transformer: 500KVA, external 5 taps type Input: 50Hz, 3P 3W 6.6KV Output: 50Hz, 3P 4W 208/120V Type: Continuous operation for 24 hours
Involves: Outdoor type steel cubicle cabinet, new concrete foundation, Load Disconnecting Switch (LDS), LBS, Air Circuit Breaker (ACB), Mold Case Circuit Breaker (MCCB), step-down transformer.
3) Install new Frequency Convertor Cubicle
Frequency Convertor: 400KVA, Input: 50Hz, 3P 4W 208/120V Output: 60Hz, 3P 4W 208/120V Type: Continuous operation for 24 hours.
Involves: Outdoor type steel cubicle cabinet and new concrete foundation.
Indicator: Voltage, Current, Frequency, Power Factor.
Adjuster: Voltage, Frequency.
Test Report: Character Curve data of Frequency, Voltage, Current, Power Factor depending on Load (30%, 50%, 70%, 100%).
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Operation Tests for each functions.
Calculate ability to withstand short circuit current with current flow time (Example: 18KA 2 second).
4) Install new ACB Cubicle
ACB Type: 1600AF/1500AT, Interrupting Current capacity (IC) 85KA or more over.
Involves: Over current and grounding fault relays, outdoor type steel cubicle cabinet, new concrete foundation.
ACB Quantity: Two (2)
5) Install new cables in new flexible conduit (FEP) for above systems in accordance with industry standards.
Involves: Man/Hand holes, pull boxes, junction boxes, mounting supports.
6) Install label to all new equipment and cables to conform to the labeling system in accordance with industry standards.
7) Performed all installation in accordance with industry standards.
8) Provide test and test report of all new equipment and cables to conform to the test items in accordance with industry standards.
9) Power outage work will be acceptable from 23:00 to 6:00 in accordance with Paragraph VII. E.
2. Details
a. Install new grounding rods (Diameter 19mm x 3000mm) with wiring to meet required grounding resistance as shown in the drawing. Grounding resistance shall be separated LA type (10 Ohms or Less), A and D type (10 Ohms or Less), and B type (10 Ohms or Less).
b. Excavation depth: New cables with new conduit and concrete encasement shall be installed at 1,200mm depth under the road area. (See UFC 3-550-01, 3-11.2, for details. As point; Within this UFC, a ductbank consists of two or more conduits (or ducts) routed together in a common excavation with or without concrete encasement.) New cables with new conduit shall be installed at 600mm depth under turf areas. Contractor shall restore area to original condition.
c. The new transformer shall meet all existing load equipment. The system needs a rubber vibration insulator. The new transformer system shall include VT, CT, volt meter, amp meter, LBS and LDS holder, cable, fuse and associated equipment.
The voltage tap shall be 6900, 6750, 6600, 6450, and 6300 (3450, 3375, 3300, 3225, and 3150) type, an external changing tap type. Contractor shall make a working space or clearance 6 feet between new and existing transformer cubicles.
Refer to the attachments A of this SOW for details. Contractor shall submit a copy of the main and branch panelboard schedules for all new connected transformers, including all load phase and wattage capacities.
d. Transformer Specification: The new transformer shall meet JIS C 4304 6KV oil-immersed distribution transformers and JEC-2200, power transformers. The new transformer shall pass all 13 tests listed below to be acceptable. The contractor
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shall provide all test reports to verify meeting JIS or JEC Standard that the following tests have been passed. Do not install equipment if any of the 13 tests failed.
1) Required 13 Tests:
a) Measure Winding Coil Resistance of primary and secondary side
b) Non-Load Operation Test, Measure Non-Load Loss, X and R Data
c) Load Operation Test and Measure Load Loss Data and % Impedance
d) Test to measure Voltage Ratio and Angular Displacement,
e) Test to measure Insulation Resistances and Insulation Voltage Stress
f) Test to measure Winding Coil Temperature Rising
g) Test to measure Noise
h) Test to measure Leaking Oil
a. Test to check Fault Alarm Operation
i) Test to measure Paint Thickness
j) Calculate short circuit current at transformer secondary point and show temperature class of insulation (Example: 7KA, Class A, DGC-H).
k) Calculate ability to withstand short circuit current with current flow time (Example: 18KA 2 second).
l) Calculate worst fault current at transformer secondary side. (Need to check 15.l>15.k current to meet JEC-2200.)
III. REFERENCES: Below references as minimum shall be incorporated to meet the USAF standard for basis of design and construction.
A. Environmental standard
1. Japan Environmental Governing Standard (JEGS) for U.S. Military in Japan
2. AIR FORCE INSTRUCTION (AFI)
3. Code of Federal Regulations (CFR)
B. Engineering Specifications
1. United Facilities Criteria (UFC) http://www.wbdg.org/ccb/browse_cat.php?c=4
2. Unified Facilities Guide Specifications (UFGS) http://www.wbdg.org/ccb/browse_cat.php?c=3
3. AIR FORCE INSTRUCTION (AFI)
IV. EXISTING CONDITIONS CONSIDERATION
A. The design and analysis shall be calculated based on the attached drawings.
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B. The contractor is responsible for correcting any unplanned / unapproved adverse impacts to the facility due to their work at no additional costs.
V. DESIGN POLICY AND CRITERIA
A. The Government will furnish the basic design criteria to the contractor from which the project documents can be developed and produced as described below. Suggestions that will improve the operational functions, enhance appearance, and prove to be more economical and advantageous shall be made at the appropriate review conferences. Meeting minutes shall be provided by the contractor within 3 working days from the date of conference. The design must be accepted by the government before construction can start.
1. Design instructions: The design shall incorporate the requirements as discussed in the pre and post-award conferences and site visits as well as the requirements of the publications listed below. Modern construction techniques may be incorporated into the project design to obtain both quality and economy and to provide a functional, complete, and useable facility.
2. Cost saving techniques: The design is to provide functionality without embellishment.
Also, the design is to achieve an optimum balance between aesthetic consideration, operations and maintenance costs, energy conservation measures, and durability of materials and systems. Design and support items will be limited to the minimum essential support construction required to provide a useable facility. Every effort will be made to reduce utility runs and site preparation requirements through proper design.
B. Government furnished information: The age of government data and as-built drawings, along with the fact that there has often been undocumented tenant construction, reduces their usefulness and reliability. The contractor shall verify the data shown on government-furnished reference documents by performing reconnaissance, surveys, and field measurements. The following information (see XIII. ATTACHMENT) will be furnished by the government for the execution of this project.
VI. DESIGN SERVICES
A. Site design data: The contractor shall perform site investigations/surveys in accordance with requirements of this project. During the site data collection, the contractor shall record all existing conditions (inside and outside) and obtain engineering information/design data for the accomplishment of this project. All material sampling, testing, and removal shall be performed in accordance with the JEGS.
B. Field measurements: The contractor is required to make field investigations to verify dimensions and other information shown on Government-furnished reference data and drawings.
C. General: The contractor will consider all design options and criteria reductions that may be necessary, in those instances, where possible cost overruns may be expected. All drawings, and specifications shall be prepared, reviewed, and approved by registered professional architects and engineers. All hardcopy and electronic submittals of the drawings, specifications, basis of design, construction schedule, and submittal register shall be submitted and delivered to the contracting officer. One copy of the final drawings shall be submitted in specified editable electronic format for incorporation into Geobase.
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1. 60% Design: 60% design submittals shall be based on the concept drawing. The preliminary design submittals will include detailing of the requirements of the project so to leave the reviewer no question as to scope of this project.
2. 90% Design, and 100% Design (including 100% corrected final): The final submittals shall be based on the previous submittals and comments furnished by the Air Force along with an anticipated design/construction time schedule (bar chart). The Final Design submittals will include all requirements shown on the Preliminary Design, a complete and thorough detailing of all the requirements of the project.
3. The design will not be deemed 100% Final until the government has accepted all response(s) to comments made on previous submittals. The contractor shall make such required revisions at no additional cost to the Government. It is recommended that the contractor electronically submits to the government a compilation of response to comments along with pages / drawings / calculations that will change between 90% and final submittal. This will minimize the possibility of multiple versions of Final Design, (such as 100% Corrected Final Design 1, 100% Corrected Final Design 2, etc.)
4. Design submission copy quantities: All submittals shall occur in the number and format as prescribed below:
ITEM
60%
(Preliminary) 90%
(Pre-Final) *100% (Finals)
Drawings 2-A3 Size Sets 2-A3 Size Sets
3-Full Size Sets 3-A3 Size Sets
Specification Index 2-Sets 2-Sets 3-Sets Edited Specification Sections 2 Sets 2-Sets 3-Sets Base Of Design 2-Sets 2-Sets 3-Sets Time Schedule 2-Sets 3-Sets Electronic Media containing items listed above (see para 5 below)
2 Compact Discs (CD)
2 CDs 3 CDs
Note: Specification Index and Specification Sections will be combined into one (1) bounded booklet.
5. Design submission electric media quantities: Two Compact Disc (CD) that saved all items submitted at 60%, 90% and 100% design.
VII. GENERAL INFORMATION
A. Performance Period: The performance period for design will be 120 calendar days, and construction will be 300 calendar days, total of 420 calendar days after Notice to Proceed (NTP) is issued. NTP will be issued within 30 days after contract award.
B. Working Hours: During construction, the facilities will be made available to the contractor from 07:30 to 16:30, Monday through Friday, 5 days a week, excluding U.S. legal holidays but including Japanese legal holidays. Contractor must notify the Government in advance if work needs to be performed outside these working hours. Contractor shall coordinate schedule for design site visits with the government at least 21 days ahead of time.
1. Holidays: Recognized US legal holidays are listed below:
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a. January 1 - New Year’s Day
b. January, 3rd Monday - Martin Luther King Jr. Birthday
c. February, 3rd Monday - President’s Day
d. May, last Monday – Memorial Day
e. July 4 - Independence Day
f. September, 1st Monday - Labor Day
g. October, 2nd Monday - Columbus Day
h. November 11 - Veteran’s Day
i. November, 4th Thursday - Thanksgiving Day
j. December 25 - Christmas Day
k. Holidays falling on a Saturday will be observed on the preceding Friday. Holidays falling on a Sunday will be observed on the following Monday.
C. Weekend work: Do not perform weekend work without advance permission. Submit weekend work requests at least the Wednesday before the desired weekend workday. Only proceed with weekend work after you receive Government approval.
D. Occupancy: The facility will be occupied. Contractor shall provide construction plan and schedule to be coordinated with the users for all work to be performed. Phasing will not be required.
E. Utility outages: Provide at least 30 calendar days advance notice of planned utility outages including fire alarm systems. In each request, specify each utility outage, the time and date the service will be deactivated and the anticipated time and date service will be reactivated. Do not disconnect or deactivate any base utility systems without advance contracting officer or construction inspector approval. Fire system disconnection and reactivation requires 374 CES/CEF (Phone 225-9112) coordination.
F. Barricades and warning signs: Prominently post bilingual (English and Japanese) “OFF LIMITS”, “WET PAINT” and “NO SMOKING” signs, as applicable, at all entrances to the job site. Stencil (paint) the black lettering in all capital letters on either 1’-0” x 2’-0” or 2’-0” x 3’- 0” sheet metal or plywood signs. Protect all overnight open excavations with barricades and battery-powered flashers. Smoking is prohibited in government facilities. Smoking is allowed in the Designated Tobacco Areas (DTAs) only.
G. Utilities: The US Government will furnish water and electricity at no cost in accordance with FAR 52.236-14, Availability and Use of Utility Service (Apr 1984). Access and connection are the responsibility of the contractor.
H. Material disposal: Remove and dispose of all construction debris off base daily in accordance with Japanese laws. In case that the asbestos debris remains on base after workday, the debris needs to be properly packed or containerized in compliance with asbestos regulations and any of the debris shall not be disturb. Report amount of construction debris generated, disposed or recycled. It should be reported to the government at the end of the project using the attached form (Construction Debris Disposal and Recycling Data Form, C-D Form).
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I. Final inspection: 374 CES and 374 CONS will perform inspections. Schedule final inspections between 0800 and 1600, Monday through Friday, excluding US legal holidays. The government will perform the inspection within 3 work days after contractor initiates the final inspection request. Final inspections falling on weekends or US legal holidays will be postponed to the following workday. Postponements will not be considered part of the performance period.
J. Asbestos containing material (ACM) identified: To the best of the Government's knowledge, any and all asbestos has been identified. If the contractor suspects additional asbestos containing material (ACM), the contractor shall promptly notify the construction inspector for action by the Government. Contractor shall not sample nor remove asbestos without first obtaining permission from the government.
K. Training of Government personnel: The contractor shall furnish the services of competent instructors who will give full training to the designated personnel in the adjustment, operation, and maintenance, including pertinent safety requirements, of the equipment or system installed.
Each instructor shall be thoroughly familiar with all parts of the installation and shall be trained in operating theory as well as practical operation and maintenance work. Training shall be given during the first regular work week after the equipment or system has been accepted and turned over to the Government for regular operation. All other time shall be used for training with the equipment or system. When significant changes or modifications in the equipment or system are made under the term of the contract, additional training shall be provided to acquaint the operating personnel with the changes or modifications.
L. Request for contractor’s employee and vehicle passes:
1. 30 days prior to the start of desired date of access or on-site work, the contractor shall submit applications for Base passes (listed below) to the contracting officer, for all employees, including subcontractor employees, and vehicles requiring access to Yokota Air Base in order to perform this contract.
a. 5AF Form 99EJ, Application for Base Pass (for employees).
b. Application for Vehicle Registration (for vehicles).
2. Upon completion of this contract, the contractor shall return all employee and vehicle passes to the visitor control section building (Building 993), and obtain a certification of Receipt. Final payment will be withheld until the contractor has submitted the certificate confirming all passes have been returned.
3. Contractor shall follow 374 SFS requirements for escorting any employees who do not have a base pass.
4. Government shall not be held responsible for any delay to the contract period of performance if contractor failed to submit required documentation in a timely manner or their employees refused entrance due to failure to follow specified procedures.
VIII. PERFORMANCE REQUIREMENTS
A. Work clearance permit: Obtain a work clearance request (AF Form 103) from the construction inspector 21 days in advance before any site work, especially excavation, begins.
Areas containing underground utilities will be designated caution areas. Carefully excavate designated caution areas. Hand excavate within 3 feet of all identified existing utility lines.
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B. Traffic access: Obtain a work clearance request (AF Form 103) from the construction inspector 21 days in advance before any road closures. Maintain at least one open lane throughout all roadwork. Always provide at least one flag person when a two-way traffic is reduced to a single lane.
IX. INSTALLATION SAFETY AND FIRE REGULATIONS
A. The prime contractor is responsible for understanding and insuring subcontractor compliance with the following:
1. Vehicle Traffic Supervision. AFI 31-204, Motor Vehicle Traffic Supervision.
2. EM 385-1-1, Safety & Health Requirements Manual, Army Corps of Engineers.
3. NFPA 241, Safeguarding Construction, Alteration, & Demolition Operations.
B. The prime contractor shall be responsible for all workers to include subcontractor workers’ health and safety.
C. Fire safety general requirements:
1. Even if a facility is unoccupied maintain the fire detection and automatic suppression system service throughout construction. Any outage of both systems requires a 24-hours watch.
2. The contractor or an individual appointed shall be placed in charge of Fire Safety of the work project. The responsibilities shall include: assuring the availability, operation, and location of fire protection equipment, general supervision of safeguards and location of portable heating equipment, and establishment and maintenance of safe cutting and welding operations.
3. Contractor's materials and equipment shall not be stored in a location or manner which will create a fire exposure to facilities adjacent to the project site. Fire hydrants shall not be fenced in on construction sites.
4. All fires, regardless of size, even if they have been extinguished, shall be reported to the Fire Emergency Services Flight immediately. Any persons discovering a fire or suspected fire shall alert the building occupants by any means available. The Fire Emergency Services Flight shall be notified in the following manner: from a base phone, dial 911; from a Japanese cell phone dial 042-552-2510, wait for the tone and dial 911.
5. Portable fire extinguishers shall be supplied by the contractor as required by the Fire Emergency Services Flight. Fire extinguishers shall be readily available and kept in a fully operational condition at all times.
6. Work that includes the fire detection or suppression systems, utility outages, road closures, and confined space entries, shall be approved by the Fire Emergency Services Flight, Fire Prevention Office prior to beginning the work. Only authorized technicians shall alter, extend, or repair installed systems.
D. Flammable and Combustible Liquids and Gasses
1. Every effort shall be made to limit flammable liquid quantities to daily use.
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2. Flammable liquids exceeding daily quantities shall be properly stored in approved locations only.
3. Flammable storage areas shall be marked with bilingual signs.
E. Welding safety: If the fire detection or automatic suppression is disconnected, post a 24-hour fire guard in the facility during welding/cutting or open flame operations. Submit the work schedule through the construction inspector to the base fire department.
F. Hot Work Operations: Any hot work operations shall be approved by the Fire Emergency Services Flight, Fire Prevention Office prior to starting. The job site shall be inspected and have an AF Form 592, Welding and Cutting permit, issued. Responsible hot work operation supervisors shall take the following actions:
1. Follow checklist on reverse side of the AF Form 592, Welding and Cutting permit.
2. Remove combustible material to a safe location.
3. Ensure that adequate fire extinguishers are provided and that one person is designated to operate the extinguisher in the event of fire.
4. Ensure fire detections and suppression systems will not be affected by the operation being preformed. Thoroughly inspect the area after operations has been completed to ensure that the area is free of fire hazards caused by the operation.
5. Return the welding permit to the Fire Emergency Services Flight, Fire Prevention Office upon expiration of welding permit or completion of the work.
G. Driving Responsibilities:
1. Drivers shall yield the right-of-way to all emergency response vehicles.
2. Vehicles shall not be driven over fire hose and shall not proceed through areas where firefighting operations are being conducted; unless directed by a designated traffic control representative.
H. The prime contractor is responsible for providing escort and control of all personnel and equipment being utilized on the contract.
X. GENERAL QUALITY CONTROL
A. Standard products: All materials shall be the standard products of manufacturers regularly engaged in the manufacturer of such products and shall be essentially duplicate items that have been in satisfactory use for at least 2 years before bid opening.
B. Installer’s qualifications: Qualified installers shall have successfully completed 3 or more similar type jobs within the last 5 years. All workers shall be under the supervision of a licensed or certified person in the specific work being accomplished.
C. Submit copies of license or certification with photo and renewal/retraining record of each work item listed below to 374 CONS/LGCB, contracting officer for approval. If designated license or certification does not have a photo, additional submittal may be required for personal identification.
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D. Those qualified personnel with license or certification shall be at the job site, either directly supervising or performing architectural, electrical, and mechanical work. Minimum two (2) certified personnel are required to submit for each license or certification. However, all electricians and fire protection personnel shall submit their license or certification. During construction, the Contracting officer and/or the Construction Inspector can verify the submitted qualification without any prior notice.
Item No.
Work Item
Work Type Issuing/Authorization Organization/Agency
Submittal Type
Electrical Construction
Quality Control and management for Electrical Construction
1st Class Electrical Construction management engineer (1-kyu Denkikoji Sekoukanrigishi) Ministry of Land, Infrastructure and Transport (Kokudo- Koutsuu Shou) (Authorization)
Certification
2 Electrician Installation of Electrical Equipment, Interior and Exterior
1st. Class Electrician (Dai 1 syu Denki Koujishi) Ministry of Economy, Trade and Industry (Keizai-Sangyou Shou)(Authorization)
License
3 Removal
Disposal Sangyo Haikibutsu Shorigyo Kyoka Sho Sangyo Haikibutsu Shushu Unpan Gyo Kyoka Sho [Tokubetsu Kanri Sangyo Haikibutsu Shushu Unpan Gyo Kyoka Sho] [Tokubetsu Kanri Sangyo Haikibutsu Shori Gyo Kyoka Sho]
Certification Certification
Certification
Certification
4 Civil Civil work management
Dobokusekou Kanrigishi (Ministry of Land, Infrastructure, and Transport)
License class 1
XI. PRODUCTS GENERAL
A. The contractor is required to submit a statement affirming compliance with the following:
1. Do not use materials containing greater than 0.1% asbestos in the project.
2. Do not use materials containing lead-based paint greater than 0.06 percent lead by weight in the project.
3. Do not use materials containing polychlorinated biphenyl’s (PCB).
4. Do not use Class 1 ozone depleting substances.
5. Capture/recycle refrigerant gas from existing equipment in accordance with Japanese law.
XII. AS-BUILT DRAWINGS
A. Submit a complete AutoCad generated (2012) as-built depicting all architectural, civil, mechanical, electrical and environmental work as completed plotted on size A1 paper and a compact disc (CD) copy of the information. Assure the accuracy of all on-site revisions and contract modifications by initialing and coordinating each alteration with the construction inspector.
B. With each disk, include a listing of each drawing file on the disk and a second listing of each layer and the contents of each layer for every drawing.
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XIII. ATTACHMENTS
A. Government provides the following information:
1. Plan sketch (Drawing 4 sheets)
2. Construction Debris Disposal and Recycling Data Form (C-D Form)
| ITEM: |
| Drawings: |
| 2A3 Size Sets: |
| Specification Index: |
| 2Sets: |
| 2Sets_2: |
| 3Sets: |
| 2 Sets: |
| 2Sets_3: |
| 3Sets_2: |
| Base Of Design: |
| 2Sets_4: |
| 3Sets_3: |
| 2SetsTime Schedule: |
| 2Sets_5: |
| 3Sets_4: |
| 2 CDs: |
| 3 CDs: |
| Work Type: |
| 1: |
| Electrical Construction: |
| Certification: |
| 2: |
| Electrician: |
| License: |
| 3: |
| Removal: |
| Disposal: |
| 4: |
| Civil: |
| Civil work management: |
| License class 1: |
| Text1: FA5209-15-B-0005 |
| Text2: Attachment 1 |
File details come from the government source that posted it. Updated .