Attachment_(2)_CRVVF-SD.pdf

WO # CRVVF

WO. NO. CRVVF

WR. NO. 66563

NAVFACFE PRY 211

NAME: T.Ito(Arch) T.Koizumi(Elec)

DATE: 13 SEP 2013

STATEMENT OF WORK FOR

"REPLACE SHUTTER & REPAIR CONCRETE FLOOR AT BLDG 5004"

1. GENERAL: Unless otherwise specified hereinafter, the Contractor shall furnish all labor, material, equipment, transportation and supervision necessary to conduct “REPLACE SHUTTER & REPAIR CONCRETE FLOOR AT BLDG 5004”, as shown on the attached drawings and specifications. The Contractor shall provide and secure this construction, complete and ready for use.

2. LOCATION: The job site is located at Bldg. 5004, Yokosuka.

The exact location will be indicated by the Contracting Officer or representative.

3. TERM OF CONTRACT: The work shall be completed within 120 calendar days after the date of order. The on-site work shall be completed within 75 calendar days. The contractor shall coordinate with the government for the starting date of the on-site work.

4. REFERENCES: Unless otherwise specified, all work shall conform to the most recent version of standards described below:

a. Japanese Industrial Standards (JIS)

b. Safety and Health Requirements Manual, EM 385-1-1, U.S. Army Corps of Engineers

c. Manufacturer's instruction and manual

d. Japan Environmental Governing Standards (JEGS), Department of

Defense (DOD)

e. Architectural/Structural work (“Kenchiku Kouji Hen”), Standard Specifications for Building Construction (“Koukyou Kenchiku Kouji Hyoujun Shiyousho")supervised by the Ministry of Land, Infrastructure and Transport, Japan

f. Electrical work (“Denki Setsubi Kouji Hen”), Standard Specifications for Building Construction (“Koukyou Kenchiku Kouji Hyoujun Shiyousho")supervised by the Ministry of Land, Infrastructure and Transport, Japan

Toshiki.Hisasue.JA Text Box

ATTACHMENT 2

g. Common Specification, Electrical Work, supervised by Defense Facilities Administration Agency (DFAA), Prime Minister’s Office, Government of Japan

h. NFPA 70 (National Electrical Code)

i. JASS 6, steel work, Japanese Architectural Standard

Specification,(“Kenchiku Kouji Hyoujun Shiyousho") supervised by Architectural Institute of Japan (AIJ)

j. Paint Color Samples, established by Japan Paint Manufacturer’s

Association (JPMA)

k. All work shall conform to the specification section of Basic Contract described below:

(1) Unified Facilities Guide Specifications (UFGS), 01 11 00.00 33 Summary of work

(2) Unified Facilities Guide Specifications (UFGS), 01 14 00.00 33 Work restrictions

(3) Unified Facilities Guide Specifications (UFGS), 01 30 00.00 33 Administrative requirements for macc

(4) Unified Facilities Guide Specifications (UFGS), 01 35 26.00 33 Governmental safety requirements

(5) Unified Facilities Guide Specifications (UFGS), 01 57 19.00 33 Temporary environmental controls

(6) Unified Facilities Guide Specifications (UFGS), 01 74 19.00 33 Construction and demolition waste management

(7) Unified Facilities Guide Specifications (UFGS), 02 41 00.00 33 Demolition

(8) Unified Facilities Guide Specifications (UFGS), 01 45 01.00 33 Quality control (QC) - minor construction

The performance standards not specified herein shall be subject to approval of the Contracting Officer.

5. SCOPE OF WORK: The Contractor shall verify all dimensions and existing conditions before commencement of work. The Contractor shall conduct the following works:

a. Architectural:

(1) The Architectural work shall be accomplished in accordance with “GENERAL DESCRIPTION OF WORK” on sketch (DIV. NO. A1).

b. Electrical:

(1) As indicated on sketch E1.

6. ENVIRONMENTAL REQUIREMENTS: The contractor shall ensure necessary protection to the environment. The contractor shall follow the applicable environmental requirements specified in Section 01 57

19.00 33. Section 01 57 19.00 33 discusses many topics, including but not limited to Solid and Hazardous Waste Disposal, Wastewater, Stormwater Pollution Prevention, Cultural Resources Management, etc.

There are no cultural/natural resources at this site.

The soil at the site is not known to be contaminated.

The site is not known to contain Asbestos/LBP.

6.1 UNFORESEEN HAZARDOUS MATERIAL:

See section 01 35 26.00 33 for detail requirements.

7. SUBMITTALS: Unless otherwise specified, submit the following items for approval within 15 calendar days after the date of award;

a. Construction Schedule: The construction schedule shall be written with computer or type-writer. Hand-written construction schedule will not be accepted. The construction schedule shall indicate at least the following information;

(1) Times for starting and completion of installation.

(2) Critical features of work with start and completion dates.

(3) Bar chart showing the duration of critical features of work.

(4) All meetings required to conduct the three phases of control on each definable feature of work as defined in the quality control specifications (01 45 01.00 33), including preparatory, initial, and follow up.

(5) Type of work that will be performed and the person who will be in charge of the work at the site.

(6) Indicate numbers for each work.

b. Pre-performance conference request: Request the pre-performance conference at least five working days prior to desired conference date.

c. Request for outside working hour: If the Contractor desires to carry on work outside regular hours, submit a written request showing the benefit to the Government, specific dates, hours, location, type of work to be performed, name of site superintendent, contract number and project title for approval. Submit request outside regular hours 96 hours in advance of the date the work will start. All work outside of regular hours is subject to approval by the Contracting Officer. All work outside of regular hours must be able to demonstrate a benefit to the Government. The request shall indicate that such performance will be done at no additional cost to the Government.

d. Demolition and removal procedures: Submit proposed demolition and removal procedures to the Contracting Officer for approval at least two weeks in advance of the date when work is started.

e. List of Employees including sub-contractors, and Site

Superintendent personal name and his/her background.

f. Vehicle list.

g. Safety/hazard analysis plan, according to safety and health requirements manual, EM 385-1-1: The safety plan including accident prevention and hazard analysis plan shall be submitted and approved before any work commences at the site.

h. Fire protection plan.

i. Catalog cuts for Roll-up shutter door.

j. Shop Drawing:

(1) Installation detail of Roll-up shutter door and concrete floor.

(2) Electrical conduits with wiring connection diagram which kind/size of conduits and kind/size of wiring are written.

k. QC Plan.

l. Safety Plan with Scaffolding Plan, Fall Protection Plan.

m. As-built drawings: Submit within 10 calendar days after completion of work, the set of marked-up drawings to the Contracting Officer.

n. Welding: Submit license of JASS 6, section 5.4 qualified welders and welding operators.

o. Environmental Submittals: See section 01 57 19.00 33 for detailed requirements regarding environmental submittals, including Environmental Protection Plan, Contractor/Vendor Environmental Service Agreement, CFAY Solid Waste Tonnage Report, Completed signed non-hazardous/hazardous/regulated waste manifest, statement that no prohibited materials were used, MSDS and Hazardous materials inventory log.

p. Energized Electrical Work permit, in accordance with EM 385-1-

1 Chapter 11.

q. Electrical insulation resistance test report.

8. MATERIALS: Unless otherwise indicated, all Contractor furnished materials and parts shall be new. The materials and parts shall conform to the standards and / or manufacturer's specification as specified below.

a. Ready-mixed concrete: JIS A 5308, Flexural strength 4.5N/mm2.

b. Steel bars for concrete reinforcement: JIS G 3112.

c. Compacted gravel: Recycled stone, RC-40.

d. Hardener: Silicate type, Water-based hardener.

e. Roll-up shutter door: Pre-coated steel, motorized roll-up shutter door, the same as existing.

Slat: Pre-coated steel, the same type as existing.

Guide rail: Stainless steel.

Casing: Pre-coated or paint finished steel.

Shutter case: Pre-coated or paint finished steel.

Electrical motor power: Recommended by the manufacturer.

Electrical power: 3 phase 200V.

Safety devices: Syougaibutu-kensyutsu-souchi.

Self brake system: Recommended by the manufacturer.

Manual operating device: Recommended by the manufacturer.

Opening size: 5,000W x 5,000H.

f. Wiring: Type IE/F, JIS C 3612

g. Grounding wire: Type IE/F, JIS C 3612, color green.

h. Splices and Termination Components: JIS C 2810, C 2806, and C

2805. Provide solderless terminal lugs on all conductors.

i. Rigid Steel Conduit (Zinc-coated): JIS C 8305, Type and diameter of conduit shall be as indicated.

j. Fittings for Rigid Steel Conduit: JIS C 8330, All ferrous fittings shall be zinc coated. Fitting shall be the threaded type.

k. Pull box: Pull box shall conform to the Standard, "Public architectural equipment construction specifications (electric construction)”. Weather-proof box shall conform to JIS C 0920 and exposed screws to weather shall be non-corrosive material. The pull box shall be equipped grounding terminal.

8.1 REGULATORY REQUIREMENTS FOR HAZARDOUS MATERIALS: Paints and primers which contain lead over 0.06 percent by weight of nonvolatile content, or zinc-chromate or strontium-chromate shall not be used.

Materials shall not contain more than 0.1 percent asbestos by weight.

Materials shall not contain PCB.

9. WORK SCHEDULE: The work shall be performed during regular working hours from 0800 to 1645, Monday through Friday except U.S.

Government holidays. The Contractor shall arrange his work so as not to cause interference with normal occurrence of the Government business.

a. If the Contractor desires to work outside of the normal Contractor’s working hours, a written request shall be submitted to the Contracting Officer for review and approval and shall indicate that such performance will be due at no additional cost to the Government.

10. PRE-PERFORMANCE CONFERENCE:

See section 01 30 00.00 33 for detail requirements.

11. ACTIVITY REGULATIONS:

See section 01 14 00.00 33 for detail requirements.

13. EXAMINATION OF PREMISES: Offerors or quoters are expected to satisfy themselves as to the general and local conditions that may affect the cost of the performance of the work to the extent that such information is reasonably obtainable. It is considered impractical to determine, without inspection, the exact nature of the work and site conditions under which the work is to be performed.

The Government will arrange the site visit for the offerors or quoters, and give the notice to them.

12. EXISTING WORK:

See section 01 11 00.00 33 for detail requirements.

13. TEMPORARY WORK: Unless otherwise indicated, all existing objects which interfere with new work shall be removed temporarily and reinstalled upon completion of new work.

14. INTERPRETER:

See section 01 30 00.00 33 for detail requirements.

15. DEMOLITION AND REMOVAL:

See section 02 41 00.00 33 and 01 74 19.00 33 for detail requirements.

16. EXCAVATION REQUIREMENTS:

See section 01 11 00.00 33 and 01 57 19.00 33 for detail

17. INSTALLATION AND TEST: Equipment installation and test shall be conducted in accordance with the manufacturer's instruction manuals.

18. ELECTRICAL WORK: All electrical work shall conform to applicable provisions of American National Electrical Code. New exposed rigid metal conduit and pull/junction box shall be painted with one coat of primer recommended by the ready mix paint manufacturer, and two coats of ready mixed paint, JIS K 5516, to be similar to the existing conduit color. The insulation resistance tests shall be performed and submitted the test reports.

18.1 LOCATION OF ELECTRICAL EQUIPMENT AND MATERIALS: Unless

otherwise indicated on drawings and specifications, the locations and heights where new equipment and materials shall be installed are at the Contractor's option.

19. AS-BUILT DRAWINGS: Maintain at the jobsite one set of 11x17”-size contract drawings marked to show deviations which have been made from the contract drawings, including buried or concealed construction and utility features revealed during the course of construction. Record the horizontal and vertical location of buried utilities that differ from the contract drawings. Show the size, manufacturer's name, model number and electrical power characteristics of the equipment installed. These drawings shall be available for review by the Contracting Officer at all times. Upon completion of the work, deliver the marked set of prints to the Contracting Officer. Requests for partial payments will not be approved if the marked prints are not current, and request for final payment will not be approved until the marked prints are delivered to the Contracting Officer.

In addition to above, See section 01 77 00.00 33 for detail

20. SAFETY REQUIREMENTS: The Contractor shall provide adequate protection to persons and property and conduct work in such a manner as to prevent spread of waste and splashings. All spillage of wastes in the course of the handling operation shall be immediately cleaned up by the Contractor at no additional cost to the Government. All work shall be conducted in a safe manner and shall comply with the current safety requirements as indicated in EM385-1-1, Safety and Health Requirements Manual issued by the U.S. Army Corps of Engineers.

The Contractor shall follow the applicable requirements specified in Section 01 35 26.00 33.

Note: For paragraph 1.6.1.1 of Section 01 35 26.00 33, the Contractor Quality Control (QC) person can be the SSHO on this project.

21. FIRE PROTECTION: The Contractor shall not be permitted to use heat or spark producing equipment and tools and heated products within hazardous area, except approved by the Contracting Officer.

The Contractor shall be fully responsible to prevent life and fire hazards. No smoking is allowed except in designated area.

22. PUBLIC SAFETY: Whenever the Contractor's operations create a condition hazardous to traffic or to the public, such flagmen and guards should be provided as necessary to give adequate warning to the public of any dangerous conditions to be encountered. The Contractor shall furnish, erect, and maintain such fence, barricades, lights, signs and other devices as necessary to prevent accidents and avoid damage or injury to the public.

23. ADMINISTRATION: The Contractor shall complete and forward to Facilities Engineering and Acquisition Division (FEAD) a Contractors Production Report for each day of site work by 10:00 AM the following day.

a. The Contractor shall provide a site superintendent which will be at the job site at all times while work is being conducted.

END OF STATEMENT OF WORK