W912HV-16-B-0001_Specifications.pdf

Project No. PA00023 US Army Corps of Engineers Japan Engineer District

Renovate Edgren High School Misawa AB, Japan

VOLUME 1

Construction Solicitation and Specifications

01 FEBRUARY 2016

Renovate Edgren High School, Project #: PA00023 Misawa AB, Japan 100% Design Submittal

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00.00 10 GENERAL CONTRACT REQUIREMENTS

01 22 00.00 10 PRICE AND PAYMENT PROCEDURES

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REPORTING

01 35 26.20 33 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 42 15 METRIC MEASUREMENTS

01 45 00 USACE QUALITY CONTROL

01 45 00.10 10 QUALITY CONTROL SYSTEM (QCS)

01 45 35 SPECIAL INSPECTION FOR SEISMIC-RESISTING SYSTEMS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19.11 INDOOR AIR QUALITY (IAQ) MANAGEMENT

01 57 20.20 33 ENVIRONMENTAL PROTECTION

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00.20 23 CLOSEOUT SUBMITTALS

01 78 23.20 33 OPERATION AND MAINTENANCE DATA

01 91 00.00 40 COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION AND DECONSTRUCTION

02 82 14.00 10 ASBESTOS HAZARD CONTROL ACTIVITIES

02 83 13.00 20 LEAD IN CONSTRUCTION

02 84 33 REMOVAL AND DISPOSAL OF POLYCHLORINATED BIPHENYLS (PCBs)

DIVISION 03 - CONCRETE

03 01 30.71 CONCRETE REHABILITATION

03 11 13.00 10 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 15 00.00 10 CONCRETE ACCESSORIES

03 20 00.00 10 CONCRETE REINFORCING

03 30 00.00 10 CAST-IN-PLACE CONCRETE

03 35 00.00 10 CONCRETE FINISHING

03 39 00.00 10 CONCRETE CURING

DIVISION 04 - MASONRY

04 20 00 MASONRY

DIVISION 05 - METALS

05 05 23 WELDING, STRUCTURAL

05 12 00 STRUCTURAL STEEL

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 33 METAL LADDERS

05 52 00 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

06 41 16.00 10 LAMINATE CLAD ARCHITECTURAL CASEWORK

06 61 16 SOLID POLYMER (SOLID SURFACING) FABRICATIONS

PROJECT TABLE OF CONTENTS Page 1

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 05 23 PRESSURE TESTING AN AIR BARRIER SYSTEM FOR AIR TIGHTNESS

07 08 27.00 10 BUILDING ENVELOPE COMMISSIONING REQUIREMENTS

07 21 16 FIBER BLANKET INSULATION

07 26 13 FLUID-APPLIED AIR/VAPOR BARRIER MEMBRANE

07 27 10.00 10 BUILDING AIR BARRIER SYSTEM

07 60 00 FLASHING AND SHEET METAL

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 11 16 ALUMINUM DOORS AND FRAMES

08 14 00 WOOD DOORS

08 32 13 ALUMINUM SLIDING/FOLDING GLASS DOORS

08 33 13 METAL ROLLING COUNTER DOORS

08 33 23 OVERHEAD COILING DOORS

08 34 73 SOUND CONTROL DOOR ASSEMBLIES

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 51 13 ALUMINUM WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 00 CERAMIC TILE AND QUARRY TILE

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 65 66 RESILIENT ATHLETIC FLOORING

09 68 00 CARPET

09 72 00 WALL COVERINGS

09 83 13 ACOUSTICAL WALL TREATMENT

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 10 00 VISUAL COMMUNICATIONS SPECIALTIES

10 14 01 EXTERIOR SIGNAGE

10 14 02 PLAQUE SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 21 23.16 CUBICLE TRACK AND HARDWARE

10 22 39 FOLDING PANEL PARTITIONS

10 26 13 CORNER GUARDS

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS/CABINETS

10 56 26 MOBILE STORAGE SHELVING UNITS (MECHANICALLY ASSISTED)

10 99 00 MISCELLANEOUS SPECIALTIES

DIVISION 11 - EQUIPMENT

11 05 40 COMMON WORK RESULTS FOR FOODSERVICE EQUIPMENT

11 06 40.13 FOODSERVICE EQUIPMENT SCHEDULE

11 41 11 REFRIGERATED AND FROZEN FOOD STORAGE EQUIPMENT

11 44 00 FOOD COOKING EQUIPMENT

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11 48 00 CLEANING AND DISPOSAL EQUIPMENT

11 53 00 LABORATORY EQUIPMENT AND FUMEHOODS

11 84 00 ATHLETIC EQUIPMENT

DIVISION 12 - FURNISHINGS

12 21 00 WINDOW BLINDS

12 22 00 CURTAINS AND DRAPES

12 35 53 MANUFACTURED WOOD LABORATORY CASEWORK AND COUNTERTOPS

12 76 00 TELESCOPING GYM SEATS

12 93 00 SITE FURNISHINGS

DIVISION 13 - SPECIAL CONSTRUCTION

13 48 00.00 10 SEISMIC PROTECTION FOR MECHANICAL EQUIPMENT

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 23 00.00 20 WET CHEMICAL FIRE EXTINGUISHING FOR KITCHEN CABINET

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 08 00.00 10 PLUMBING SYSTEMS COMMISSIONING REQUIREMENTS

22 95 00 PLUMBING SYSTEMS COMMISSIONING

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 05 15 COMMON PIPING FOR HVAC

23 05 48.00 40 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND

EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 08 00.00 10 COMMISSIONING OF HVAC SYSTEMS

23 08 00.10 10 HVAC SYSTEMS COMMISSIONING REQUIREMENTS

23 09 23 LONWORKS DIRECT DIGITAL CONTROL FOR HVAC AND OTHER

BUILDING CONTROL SYSTEMS

23 09 24 ENERGY METERING SYSTEMS COMMISSIONING REQUIREMENTS

23 21 13.00 20 LOW TEMPERATURE WATER (LTW) HEATING SYSTEM

23 57 10.00 10 FORCED HOT WATER HEATING SYSTEMS USING WATER AND STEAM

HEAT EXCHANGERS

23 64 26 CONDENSER WATER PIPING SYSTEMS

23 65 00 COOLING TOWERS

23 81 47 WATER-LOOP HEAT PUMP SYSTEMS

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 08 00.00 10 ELECTRICAL LIGHTING CONTROL SYSTEMS COMMISSIONING

REQUIREMENTS

26 12 19.10 THREE-PHASE PAD-MOUNTED (CUBICLE-TYPE) TRANSFORMERS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 23 00 SWITCHBOARDS

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

PROJECT TABLE OF CONTENTS Page 3

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 41 00 AUDIO/VISUAL SYSTEMS

27 51 16 RADIO AND PUBLIC ADDRESS SYSTEMS

27 51 23.10 INTERCOMMUNICATION SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 20 01.00 10 ELECTRONIC SECURITY SYSTEM

28 23 23.00 10 CLOSED CIRCUIT TELEVISION SYSTEMS

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 23 00.00 20 EXCAVATION AND FILL

31 31 16.19 MESH TERMITE CONTROL BARRIER SYSTEM

31 63 33 DRILLED MICROPILES

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 16 SUBBASES FOR FLEXIBLE PAVING

32 11 23 AGGREGATE AND/OR GRADED-CRUSHED AGGREGATE BASE COURSE

32 12 10 BITUMINOUS TACK AND PRIME COATS

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 17 23.00 20 PAVEMENT MARKINGS

32 31 13 CHAIN LINK FENCES AND GATES

32 92 23 SODDING

DIVISION 33 - UTILITIES

33 11 00 WATER DISTRIBUTION

33 30 00 SANITARY SEWERS

33 40 00 STORM DRAINAGE UTILITIES

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DIVISION 48 - ELECTRICAL POWER GENERATION

48 15 00 SOLAR PHOTOVOLTAIC SYSTEM

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 4

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00.00 10

GENERAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

1.2 PROJECT DESCRIPTION

1.3 ACCEPTABLE ALTERNATIVES FOR JAPANESE STANDARDS

1.4 KEY PERSONNEL QUALIFICATIONS

1.4.1 Project Manager

1.4.2 Project Superintendent (Supervisor)

1.4.3 English Speaking Representative (Interpreter)

1.4.4 Contractor Quality Control System Manager (CQCSM)

1.4.5 Site Safety and Health Officer (SSHO)

1.4.6 LEED Accredited Professional

1.5 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (MAY 2013)

1.6 PERMITS AND RESPONSIBILITIES

1.7 SPECIAL CONTRACT REQUIREMENTS

1.7.1 Meetings

1.8 LOCATION OF UNDERGROUND UTILITIES

1.9 PROGRESS AND COMPLETION PHOTOGRAPHS

1.10 BASE REGULATIONS

1.10.1 Request for Contractor's Employee Passes and Vehicle Passes

1.11 ORDER OF WORK

1.11.1 Schedule

1.11.2 Working Hours

1.11.3 Work Outside of Regular Hours

1.12 FIRE PREVENTION DURING CONSTRUCTION

1.12.1 General

1.12.2 Supply

1.12.3 Fire Extinguishers

1.12.4 Housekeeping

1.12.5 Handling of Gasoline

1.12.6 Notification of Fire

1.13 MATERIAL DISPOSAL

1.14 CONTRACTOR FURNISHED MATERIAL AND WORKMANSHIP

1.15 CORRESPONDENCE

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 00.00 10 Page 1

SECTION 01 11 00.00 10

GENERAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 (2013) Standard for Portable Fire Extinguishers

NFPA 241 (2013; Errata 2015) Standard for Safeguarding Construction, Alteration, and Demolition Operations

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.2 PROJECT DESCRIPTION

The purpose of this project is to renovate existing Edgren High School Buildings 742, 746, and 747 at Misawa AB, Japan. The program calls for the renovation of 7,372 SM (79,359 SF) to serve 400 students in accordance with DoDEA's requirements.

The existing single-story high school is Type II-B standard reinforced concrete construction with steel roof framing and standard seam metal roofs. A new, enclosed utility yard attached to one of the buildings will house major mechanical and electrical equipment. Renovation of the school's parking lot, bus loading area, and accessible site improvements will also be included.

The buildings and site will be made to comply with the installation's AT and security requirements, including proper standoff distances from roadways, parking lots, and trash enclosures. Clear sight lines to building interiors, reduction of exterior hidden spaces will be provided to facilitate campus security.

The renovated facilities will be designed in accordance with DoDEA 21st Century Education Facilities Specifications where practical, Americans with Disabilities Act (ADA), Accessibility Guidelines / Architectural Barriers Act (ABA), National Fire Protection Association (NFPA) Life Safety Code, Standards of Seismic Safety For Federally Owned Buildings, and energy and water conservation standards. Japan environmental governing standards will be followed during the site removal and restoration.

The buildings will be sprinklered to meet NFPA requirements for new education facilities. Fire protection and life safety systems will be

SECTION 01 11 00.00 10 Page 2 designed to comply with the combined requirements of the UFC, NFPA, and IBC. The capacity of the existing water system was confirmed to have sufficient pressure to support the fire sprinkler system.

The project includes related renovation of infrastructure such as utilities to include heating, ventilation, and air conditioning systems equipment; electrical; plumbing and fixtures; fire suppression; fire alarms; communications; parking areas; lighting; floor coverings; ceilings and audio-visual systems. The project will include selective demolition of interior walls and finishes. The project also will not require demolition of any buildings.

Sustainable principles will be maximized in the design, development and construction of the project in accordance with Executive Order 13693 and other applicable laws and executive orders. Energy conservation and environmentally safe measures will be incorporated in this project wherever feasible, practical or required by regulation. Energy and natural resource conservation measures will be maximized in the design to the extent possible. In accordance with Leadership in Energy and Environmental Design (LEED) for Schools, Silver certifiable will be the minimum goal of the project.

The existing floor area (square meters) of the buildings will remain unchanged in the renovated facilities. Existing air-conditioning load is 98 tons, which will not increase for the renovated buildings.

1.3 ACCEPTABLE ALTERNATIVES FOR JAPANESE STANDARDS

Attachment 01 11 00.00 10-A provides a listing of Japanese standards which are considered acceptable alternatives to the US standards within the Contract. Incorporation of acceptable Japanese construction methods, materials, and equipment is desired to ensure that the project is constructible and the facility can be maintained with local materials and supplies, and by local workforce. The use of products not specifically meeting these US standards is prohibited. Japanese standards not included in this list or not referenced elsewhere in these specifications as being acceptable alternatives to US standards may be submitted to the Contracting Officer for approval as acceptable alternatives. Prior to the use of such Japanese standards, written approval by the Contracting Officer is required.

1.4 KEY PERSONNEL QUALIFICATIONS

The Contractor's Project Key personnel shall not be assigned duties to any other Contracts (excluding the project manager) without approval from the Contracting Officer. The Superintendent, Project Engineer, and CQC Manager shall all be separate persons. Within five (5) working days after receipt of the Notice to Proceed, the Contractor shall submit in writing to the Contracting Officer an organizational chart, the qualifications and background history of the proposed Key Personnel for approval. The Contracting Officer shall have the explicit right to determine acceptability (or rejection) of the proposed individuals. In addition, the Contractor shall be responsible to replace said individuals upon notification by the Government should performance become inadequate during the Contract period. Key Personnel shall attend the Preconstruction conference.

SECTION 01 11 00.00 10 Page 3

1.4.1 Project Manager

The Project Manager shall have a minimum of five (5) years experience as a Project Manager on construction projects similar in size and scope to this Contract. The Project Manager shall maintain oversight of Contract proposals prepared by the Contractor staff and be authorized to negotiate Contract terms and sign Contract documents on behalf of the Contractor.

The project manager does not need to be present on the site daily, but shall attend weekly progress meetings and be available on site within 24 hours upon request. The Project Manager shall have one of the licensing qualifications as shown in Attachment 01 11 00.20 33-B.

1.4.2 Project Superintendent (Supervisor)

The Project Superintendent shall be on the work site when on-site work is being performed and shall be available to the Contracting Officer or his representatives upon request. The Project Superintendent shall have overall responsibility for all operations at the job site and be authorized to make decisions, negotiate Contract terms and sign Contract documents on behalf of the Contractor. The Project Superintendent shall have a minimum of five (5) years experience as a superintendent on construction projects similar in size and scope to this Contract. The Project Superintendent shall have one of the licensing qualifications as shown in Attachment 01 11 00.20 33-B.

1.4.3 English Speaking Representative (Interpreter)

At all times during the Contract period the Contractor shall have an employee capable of fluent bilingual speech in the Japanese and English languages at the job site. The bilingual interpreter shall have the capability to receive and issue concise and technical explanation and instructions between the Government representative(s) and Contractor supervisory personnel concerning all aspects of Contract administration and construction. Within fifteen (15) days after notice of Contract award, the Contractor shall submit in writing to the Contracting Officer's Representative the qualifications and background history of the proposed interpreter for approval. The Contracting Officer's Representative shall have the explicit right to determine acceptability or rejection of the proposed individual. In addition, the Contractor shall be responsible to replace said individual upon notification by the Government should performance become inadequate during the Contract period. The interpreter shall attend the preconstruction conference.

1.4.4 Contractor Quality Control System Manager (CQCSM)

See Section 01 45 00 USACE QUALITY CONTROL and Attachment 01 11 00.00 10-B.

1.4.5 Site Safety and Health Officer (SSHO)

See Section 01 35 26.20 33 GOVERNMENTAL SAFETY REQUIREMENTS and Attachment 01 11 00.00 10-B.

1.4.6 LEED Accredited Professional

The Contractor shall have at least one employee who is a LEED accredited professional.

SECTION 01 11 00.00 10 Page 4

1.5 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (MAY 2013)

a. This paragraph specifies the procedure for determination of time extensions for unusually severe weather in accordance with the Contract clause entitled "DEFAULT (FIXED-PRICE CONSTRUCTION)". In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

(1) The weather experienced at the project site during the Contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

(2) The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

b. The listing below defines the monthly anticipated adverse weather days for the Contract period and is based upon 20th Weather Squadron (MAC), U.S. Air Force; Iwakuni U.S. Marine Corps Air Station, Weather Service; Sasebo Naval Pacific Meteorology and Oceanography Detachment;

JASDF (Japan Air Self Defense Force), or similar data for the geographic location of the project. (More specific information may be obtained as specified under Special Contract Requirements Clause entitled "Physical Data.")

MONTHLY ANTICIPATED ADVERSE WEATHER DELAYS

WORK DAYS BASED ON (5) DAY WORK WEEK

Misawa-area Kanto Plain Iwakuni Okinawa Sasebo

JAN 8 1 2 5 7

FEB 9 3 4 7 6

MAR 6 6 7 8 7

APR 3 6 6 6 7

MAY 4 4 6 6 6

JUN 5 9 8 6 12

JUL 6 6 6 6 9

AUG 6 6 5 9 9

SEP 6 7 6 7 9

OCT 4 5 4 4 8

NOV 6 4 4 4 5

DEC 7 1 3 5 5

The above schedule of anticipated adverse weather days shall constitute the base line for monthly (or portion thereof) weather time evaluations.

c. Upon acknowledgment of the Notice-to-Proceed (NTP) and continuing throughout the Contract, the Contractor shall record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day.

d. The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days

SECTION 01 11 00.00 10 Page 5 anticipated in paragraph (b), above, the contracting Officer shall convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the Contract clause entitled "DEFAULT

(FIXED PRICE CONSTRUCTION)".

e. For all work under this Contract, adverse weather is defined as:

(1) Rainfall - Number of occurrences of precipitation greater than or equal to 0.10 inches (2.54mm).

(2) Snowfall - Number of occurrences of precipitation greater than or equal to 1.00 inches (25.4mm). (Not applicable to Okinawa Area)

(3) Cold Temperature - Number of occurrences when daily maximum temperature does not exceed the monthly mean low temperature or 32 degrees Fahrenheit (0 degrees Celsius), whichever is lower. (Not applicable to Okinawa Area)

(4) Concurrence between snowfall and cold temperature is 80 percent, i.e. 80 percent of the time snow falls, the temperature is "cold".

(5) Wind - Number of occurrences when the wind is gusting 30 knots (56 kilometers/hour) or greater.

f. The Contractor's schedule must reflect the above anticipated adverse weather delays on all weather-dependent activities.

1.6 PERMITS AND RESPONSIBILITIES

a. The Contractor shall, without additional expense to the Government, be responsible for obtaining any necessary licenses and permits, and for complying with any laws, codes, and regulations applicable to the performance of work. The Contractor shall also be responsible for all damages to persons or property that occur as a result of the Contractor's fault or negligence.

These damages shall be repaired or replaced by the Contractor at no cost to the Government. The Contractor shall take proper safety and health precautions to protect all work and workers.

b. Submit a schedule of planned road closures to the Contracting Officer with the initial project schedule. Notification of specific road closures shall be in writing to the Contracting Office not less than thirty (30) calendar days in advance of the intended closure. The road closure request shall include the planned traffic control measures as well as the general information about the closure. All road closures shall be coordinated with base officials and are subject to base requirements. No road closure shall be permitted until the Contractor receives written approval from the Contracting Officer. Full road closures is generally not permitted (at least one way traffic shall always be provided).

c. Submit a schedule of planned power outages and utility disruptions to the Contracting Officer with the initial project schedule.

Notification of specific power outages and utility disruptions shall be in writing to the Contracting Office not less than thirty

(30) calendar days in advance of the intended closure. All power outages and utility disruptions will be coordinated with base

SECTION 01 11 00.00 10 Page 6 officials and are subject to base requirements. No power outages and utility disruptions will be permitted (unless under emergency conditions) until the Contractor receives written approval from the Contracting Officer.

1.7 SPECIAL CONTRACT REQUIREMENTS

1.7.1 Meetings

a. Post Award Orientation. A post award orientation (often referred to as a Preconstruction Conference for Design-Bid-Build contracts or a Pre-performance Conference for Design-Build contracts) per FAR 42.503 shall be held. The chairperson shall be the Contracting Officer or his/her designee. The chairperson shall be responsible for providing minutes of the meeting.

b. Progress Meetings. A weekly progress meeting shall be conducted, with the day, time, and location to be agreed upon between the Contractor and Contracting Officer. The Contractor's Project Manager, Superintendent, Interpreter, and Quality Control Manager shall attend. Representatives from the Government may include, but are not limited to, representatives from the using agency, Directorate of Public Works personnel, Resident Office personnel, and the Japan Engineer District PM. The Contractor shall be prepared to provide a schedule showing work completed during the previous week, work currently in progress, and work forecasted for the following week, as well as the status of any construction issues and open action items. The contractor is responsible for providing soft copies of meeting minutes in English within 4 working days of the progress meeting.

c. Red Zone Meeting. A Red Zone meeting shall be conducted for Contracts with a value in excess of 55,000,000 JPY or those deemed sufficiently complex by the Contracting Officer to warrant one.

The purpose of the Red Zone meeting is to discuss closeout requirements for the contract and to establish a timeline to get those items completed (see Section 01 78 00.20 33 CLOSEOUT SUBMITTALS for typical closeout requirements). The meeting is a good time for the contractor to gain approval on format for items such as Operations and Maintenance manuals, the equipment-in-place list, the warranty plan, and any other items. The Red Zone should typically be scheduled for 90 calendar days prior to the contract completion date. The contractor is responsible for providing soft copies of meeting minutes in English within 4 working days of the progress meeting.

d. Safety and Quality Control Meetings. Safety and quality control meetings shall be held as needed and determined by the Contractor. See Section 01 35 26.20 33 GOVERNMENTAL SAFETY REQUIREMENTS and Section 01 45 00 USACE QUALITY CONTROL for specific requirements.

1.8 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation by contacting the Contracting Officer fifteen (15) calendar days in advance. Scan the construction site with electromagnetic or sonic equipment, and mark the surface of the ground where existing underground utilities are discovered. Verify the elevations of existing piping, utilities, and any

SECTION 01 11 00.00 10 Page 7 type of underground or encased obstruction not indicated to be specified or removed but indicated or discovered during scanning in locations to be traversed by piping, ducts, and other work to be conducted or installed.

Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.9 PROGRESS AND COMPLETION PHOTOGRAPHS

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600 by 1200 by 24 bit true color 300 DPI minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten views from points located by the Contracting Officer. Submit with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. Indicate photographs demonstrating environmental procedures. Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch on the CD or DVD as a digital file. Include a date designator in file names. Cross reference submittals in the appropriate daily report. Photographs provided are for unrestricted use by the Government.

1.10 BASE REGULATIONS

The Contractor and Subcontractor(s) shall become familiar with and obey all Base Regulations, including fire, traffic, safety, and security regulations. All Contractors shall keep within the limits of the work (and avenues of ingress and egress), and shall not enter any restricted areas unless required to do so and are cleared for such entry. The Contractor's equipment shall be conspicuously marked for identification.

1.10.1 Request for Contractor's Employee Passes and Vehicle Passes

a. No employee or representative of the Contractor shall be admitted to the work site without a Contracting Officer's furnished authorized admittance. Prior to the start of on-site work, submit applications for base passes to the Contracting Officer for key employees (project manager, site supervisor, interpreter, etc…) for long term passes.

The Contractor, with assistance from the Resident Office, is responsible for securing sufficient passes for other workers, including Subcontractor's employees and vehicles, required to access the base/post for the project duration.

b. Provide all information required for background checks to meet Base access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements as directed by DOD, HQDA and/or local policy. The Government reserves the right to make changes to the Contractor security requirements or processes due to a change in the Force Protection Condition (FPCON).

c. Upon completion of this Contract, return all employee and vehicle passes to the base, and obtain a certification of receipt. Final payment shall be withheld until all passes have been returned.

SECTION 01 11 00.00 10 Page 8

1.11 ORDER OF WORK

1.11.1 Schedule

Schedule all work to cause the least amount of interference with activity operations. Permission to interrupt any activity, roads, or utility services shall be requested in writing a minimum of 30 calendar days prior to the desired date of interruption. Interruptions of activities, roads, and utility services shall be allowed only when they will not cause interference with the operations of the activity. The Contractor shall remove and dispose off Government property all Contractor generated debris at the end of each shift, or more frequently if required, to keep the space usable. Upon award of this Contract, the Contractor shall begin and complete all required work; ready for use and including cleanup, within the time period specified on this Contract. All work scheduled in occupied areas shall be accomplished in such a manner as to cause the least possible inconvenience to the occupants.

1.11.2 Working Hours

Normal Working Hours and Days are Monday through Friday, 0800 hours through 1700 hours.

1.11.3 Work Outside of Regular Hours

If the Contractor desires to carry on work outside the regular hours, on Sundays, or holidays, a written application shall be submitted to the Contracting Officer or his representative for approval. The Contractor shall allow three working days notice to enable satisfactory arrangements to be made by the Government for inspecting the work in progress. If work is to be accomplished after daylight hours, the Contractor shall illuminate the area in a manner approved by the Contracting Officer or his representative. Unless directed by a Contracting Officer, work accomplished outside regular working hours shall be at no additional cost to the Government.

1.12 FIRE PREVENTION DURING CONSTRUCTION

1.12.1 General

Comply with all pertinent fire prevention provisions of the US Army Corps of Engineers Manual EM 385-1-1 , NFPA 241 and shall follow the Installation fire regulations. Prior to commencement of welding or other hot work operations, obtain approval from the Installation Fire Chief.

1.12.2 Supply

No more than one day's supply of paint, paint materials, or compounds shall be allowed within the area of the building, and shall be removed from the area of the building after each working day. No gasoline or similar low flash point flammable liquid shall be allowed within the building area.

1.12.3 Fire Extinguishers

Provide, as a minimum, the number, size, and type of fire extinguishers in accordance with the latest NFPA 10 . The Contractor shall comply with the Installation Fire Chief's policies if they are more stringent than NFPA 10 .

Fire extinguishers shall remain the property of the Contractor and shall

SECTION 01 11 00.00 10 Page 9 be removed upon completion of the project.

1.12.4 Housekeeping

Accumulations of combustible material shall be removed from the building area on a daily basis.

1.12.5 Handling of Gasoline

Gasoline shall be stored in U.L. (Underwriter's Laboratory) approved safety containers. Adequate ventilation shall be provided to safely dispose of flammable vapors where flammable liquids are utilized.

Gasoline powered equipment shall be refueled a minimum 20 feet away from the building area.

1.12.6 Notification of Fire

Be familiar with methods for notifying the Installation Fire Department.

The Installation's fire poster shall be posted in conspicuous locations and at telephones in construction shacks.

1.13 MATERIAL DISPOSAL

Where materials are to be turned over to the Contractor for disposal, every effort shall be made to obtain credit from the disposal to reduce the cost of the Contract. The Contractor's material disposal costs shall include hauling and disposal costs for work performed in accordance with all applicable local and U.S. laws and regulations.

1.14 CONTRACTOR FURNISHED MATERIAL AND WORKMANSHIP

The Contractor shall furnish all materials necessary for performance of the work of this contract unless otherwise specified. Materials procured shall be new and shall meet any specifications and standards listed in these specifications. If no specification for a material needed to perform this contract are stated, the material shall be new, of acceptable industrial grade and quality, equal to or better than the manufacturer's original equipment for equipment being repaired or replaced, and will be compatible with existing materials and systems. All materials provided under this contract shall be free of asbestos, lead in paint, and PCB.

The Contracting Officer reserves the right to request submittal of any material being provided under this contract. The Contracting Office shall make the final determination of the acceptability of any material used on this contract.

1.15 CORRESPONDENCE

All correspondence addressed to the Government shall be made through serialized letters furnished with one original and two copies. Serialized letters shall begin with the number 001 and shall be continuous without a break in numbering. Serialized letters shall include the contract title and number, date, subject, and shall be signed by an authorized representative of the Contractor.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

SECTION 01 11 00.00 10 Page 10

-- End of Section --

SECTION 01 11 00.00 10 Page 11

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01 11 00.00 10-B - 1

ATTACHMENT 01 11 00.00 10-B

JAPANESE PROFESSIONAL REGISTRATION EQUIVALENCIES

Architecture 1st Class Kenchikushi 建築 一級建築士

OR

1st Class Kenchiku Sekou Kanrigishi 一級建築施工管理技士

Structural Engineer 1st Class Kanchikushi 構造 一級建築士

OR

1st Class Kenchiku Sekou Kanrigishi 一級建築施工管理技士

Civil Engineer 1st Class Doboku Sekou Kanrigishi 土木 一級土木施工管理技士

Mechanical Engineer 1st Class Kankouji Sekou Kanrigishi 機械 一級管工事施工管理技士

Electrical Engineer 1st Class Denkikouji Sekou Kanrigishi 電気 一級電気工事施工管理技士

Communication Engineer ＡＩ・ＤＤ Sougoushu

通信 ＡＩ・ＤＤ総合種

Fire Protection Engineer Shoubou Setsubishi Koushu (Type 1 ~ 5) 消防 消防設備士 甲種（第１～５類）

This page was intentionally left blank for duplex printing.

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 10

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 GENERAL

1.2 LINE ITEMS (BASE)

1.2.1 CLIN 0001, All work for the Renovate Edgren High School

(Primary Facility) and within a 5 foot perimeter of the Primary facility.

1.2.1.1 Payment

1.2.1.2 Unit of Measure

1.2.2 CLIN 0002, Site work - all work outside the 5 foot Primary

Facility perimeter

1.2.2.1 Payment

1.2.2.2 Unit of Measure

1.3 LINE ITEMS (OPTION)

1.3.1 CLIN 0003, High-Volume, Low-Speed (HVLS) Fans

1.3.1.1 Payment

1.3.1.2 Unit of Measure

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 PROGRESS PAYMENT INVOICE

3.2 CONTRACT COST BREAKDOWN

3.3 CONTRACT ADMINISTRATION

3.3.1 Contracting Officer (KO)

3.3.2 Ordering Officer

3.3.3…