W912HV-16-B-0003_Zama_HS_Specifications_Vol_I_of_III.pdf

DoDEA Schools RTA Submittal

Specifications - Volume I of III

FY 13 DoDEA MILCON Renovate Zama High School Camp Zama, Japan 18 March 2016

Woolpert – KZF JV 4454 Idea Center Boulevard

Dayton, OH 45430

SPECIFICATION TABLE OF CONTENTS

VOLUME I – DIVISIONS 00-02

VOLUME II – DIVISIONS 03-22

VOLUME III – DIVISIONS 23-33

Renovate Zama High School RTA Submittal 18 March 2016 Camp Zama, Japan

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 01 50 PHASING OF WORK

01 10 26.20 33 CONTRACT ADMINISTRATION DATA (KANAGAWA RO)

01 11 00.20 33 GENERAL CONTRACT REQUIREMENTS

01 14 00 WORK RESTRICTIONS

01 20 00.00 20 PRICE AND PAYMENT PROCEDURES

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 29 LEED(TM) DOCUMENTATION

01 35 29.70 33 SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 42 00.00 33 ACCEPTABLE ALTERNATIVES FOR JAPANESE STANDARDS

01 45 00.00 10 QUALITY CONTROL

01 45 00.10 10 QUALITY CONTROL SYSTEM (QCS)

01 45 35 SPECIAL INSPECTION FOR SEISMIC-RESISTING SYSTEMS

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 62 35 RECYCLED / RECOVERED MATERIALS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 23.30 33 OPERATION AND MAINTENANCE COMMISSIONING REQUIREMENTS

01 91 00.00 40 GENERAL COMMISSIONING REQUIREMENTS

01 91 00.10 40 CONSTRUCTION CHECKLISTS COMMISSIONING REQUIREMENTS

01 91 00.20 40 FUNCTIONAL PERFORMANCE TESTING COMMISSIONING REQUIREMENTS

01 91 00.30 40 DEMONSTRATION AND TRAINING COMMISSIONING REQUIREMENTS

01 91 10 COMMISSIONING REQUIREMENTS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 82 14.00 10 ASBESTOS HAZARD CONTROL ACTIVITIES

02 83 13.00 20 LEAD IN CONSTRUCTION

02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs

AND MERCURY

DIVISION 03 - CONCRETE

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

03 54 16 SELF LEVELING UNDERLAYMENT

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 52 00 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

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 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 21 20 SPRAY FOAM INSULATION

07 58 00 ELASTOMERIC ROOFING

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 11 16.01 BLAST RESISTANT ALUMINUM DOORS AND FRAMES

08 14 00 WOOD DOORS

08 31 13 ACCESS DOORS AND FRAMES

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 41 13.01 BLAST RESISTANT ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 45 23 TRANSLUCENT WALL PANELS

08 51 14.00 10 ALUMINUM AND ENVIRONMENTAL CONTROL 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 PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 00 CERAMIC TILE, QUARRY TILE, AND PAVER TILE

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 68 00 CARPET

09 83 13 ACOUSTICAL WALL AND CEILING TREATMENT

09 90 00 PAINTS AND COATINGS

09 90 20 ACRYLIC RESIN COATINGS

DIVISION 10 - SPECIALTIES

10 10 00 VISUAL COMMUNICATIONS SPECIALTIES

10 14 02 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 28 13 TOILET ACCESSORIES

10 51 13 METAL LOCKERS

DIVISION 11 - EQUIPMENT

11 60 00 STAGE CURTAIN

DIVISION 12 - FURNISHINGS

12 65 00 FIXED SEATING

DIVISION 13 - SPECIAL CONSTRUCTION

13 48 00 SEISMIC PROTECTION FOR MISCELLANEOUS EQUIPMENT

13 48 00.00 10 SEISMIC PROTECTION FOR MECHANICAL EQUIPMENT

PROJECT TABLE OF CONTENTS Page 2

DIVISION 14 - CONVEYING EQUIPMENT

14 24 00 HYDRAULIC ELEVATORS

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 30 00 FIRE PUMPS

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 08 00.00 10 PLUMBING SYSTEMS COMMISSIONING REQUIREMENTS

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

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

23 01 30.41 HVAC SYSTEM CLEANING

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

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 09 23 LONWORKS DIRECT DIGITAL CONTROL FOR HVAC AND OTHER

BUILDING CONTROL SYSTEMS

23 09 24 ENERGY METERING SYSTEMS COMMISSIONING REQUIREMENTS

23 22 13.35 40 STEAM TRAPS

23 22 26.00 20 STEAM SYSTEM AND TERMINAL UNITS

23 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

23 64 10 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 64 26 CHILLED, CHILLED-HOT, AND CONDENSER WATER PIPING SYSTEMS

23 65 00 COOLING TOWERS

DIVISION 26 - ELECTRICAL

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 23 00 SWITCHBOARDS

26 51 00 INTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 21 00.00 40 INTERCOMMUNICATION SYSTEM

27 41 00 AUDITORIUM SOUND SYSTEM

27 50 00 DOOR ANSWERING SYSTEM

27 53 13.00 22 MASTER CLOCK SPECIFICATION

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 11 00 CLEARING AND GRUBBING

DIVISION 32 - EXTERIOR IMPROVEMENTS

PROJECT TABLE OF CONTENTS Page 3

32 05 33 LANDSCAPE ESTABLISHMENT

32 10 00 BITUMINOUS CONCRETE PAVEMENT

32 11 24 GRADED CRUSHED AGGREGATE BASE COURSE FOR FLEXIBLE PAVEMENT

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 17 24.00 10 PAVEMENT MARKINGS

32 31 13 CHAIN LINK FENCES AND GATES

32 92 19 SEEDING

32 93 00 EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 11 00 WATER DISTRIBUTION

33 40 00 STORM DRAINAGE UTILITIES

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 4

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 01 50

PHASING OF WORK

PART 1 GENERAL

1.1 GENERAL REQUIREMENTS

1.1.1 Phase I, Mobilization and Initial Infrastructure Work, 196 calendar days

1.1.2 Phase II.A, Building 906 - Kitchen Renovation, 98 calendar days

1.1.3 Phase II.B, Building 912 Renovation, 182 calendar days

1.1.4 Phase III, Building 913 Middle School Renovations, 378

calendar days)

1.1.5 Phase IV, Building 914 Renovations, 154 calendar days

1.1.6 Phase V, Building 906 Renovations, 374 calendar days

1.1.7 Phase VI, Site Work and Demobilization, 56 calendar days

1.2 SUBMITTALS

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 01 50 Page 1

SECTION 01 01 50

PHASING OF WORK

PART 1 GENERAL

1.1 GENERAL REQUIREMENTS

Phasing is an essential part of the construction process. The school has established requirements that must be adhered to in order to successfully complete this project. The contractor shall provide a detailed phasing plan, to include fire evacuation plans, construction and student site access plans, school parking space availability, etc., prior to start of construction, for Contracting Officer approval. Variances to the phasing plan shall be coordinated 30 days in advance so that the Contracting Officer will be able to review and make adjustments as necessary so that school operations continue on a daily basis.

This project includes six (6) phases of work. The work of Phase I shall be accomplished before the work of Phase II. The work of Phase II shall be accomplished before the work of Phase III. Phase III shall be accomplished before Phase IV. Phase IV shall be accomplished before Phase V. Phase V shall be accomplished before Phase VI. The Contractor may perform additional construction activities concurrently and/or sequentially if the activities do not interfere with the phasing requirement and if approval is obtained in writing from the Contracting Officer prior to beginning the additional work. The Contractor shall completely vacate each intersection upon completion of the durations indicated below. Access, haul routes, and traffic/pedestrian control, are defined on the drawings.

This phasing description does not supersede requirements identified in the drawings and specifications. The contractor is responsible for construction activities and coordinating the various phases with the Contracting Officer.

1.1.1 Phase I, Mobilization and Initial Infrastructure Work

Mobilization and prepare area for the renovation work.

Provide temporary signage.

Construct fire pump house and fire protection water lines.

1.1.2 Phase II.A, Building 906 - Kitchen Renovation

DoDEA moves out of B906 Kitchen/Cafeteria.

Renovate building 906 Kitchen/Cafeteria.

1.1.3 Phase II.B, Building 912 Renovation

Renovate Building 912 (Auditorium).

1.1.4 Phase III, Building 913 Middle School Renovations

DoDDS relocates students/equipment from Building 906 to Buildings 997/998, 919, and 911.

DoDEA relocates students/equipment from Building 913 to 906.

SECTION 01 01 50 Page 2

Renovate Building 913.

1.1.5 Phase IV, Building 914 Renovations

Renovate Building 914.

1.1.6 Phase V, Building 906 Renovations

DoDEA relocates students/equipment from Building 906 to 903.

Renovate Building 906.

DoDEA relocates students/equipment from Buildings 997/998, 919, and 911.

1.1.7 Phase VI, Site Work and Demobilization

Contractor completes site work to include the construction of additional vehicle parking and repairs to surrounding ramps.

Contractor demobilizes.

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Phasing of Construction Work Plan; G

The Contractor shall submit for approval a plan of the proposed phasing of construction. The proposed plan shall be submitted within 15 calendar days after receipt of notice to proceed. The plan may be a part of the preliminary network analysis as specified in the Section, PROJECT SCHEDULE, or may be submitted separately. The plan shall show all of the constraints specified in the GENERAL REQUIREMENTS paragraphs above.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 01 50 Page 3

This page was intentionally left blank for duplex printing.

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 26.20 33

CONTRACT ADMINISTRATION DATA (KANAGAWA RO)

PART 1 GENERAL

1.1 CONTRACT ADMINISTRATION

1.1.1 Contracting Officer (KO)

1.1.2 Administrative Contracting Officer (ACO)

1.1.3 Contracting Officer's Representative (COR)

1.2 DESIGNATED BILLING OFFICE

1.3 PAYMENTS

1.3.1 General

1.3.2 Line Items

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

SECTION 01 10 26.20 33 Page 1

SECTION 01 10 26.20 33

CONTRACT ADMINISTRATION DATA (KANAGAWA RO)

PART 1 GENERAL

1.1 CONTRACT ADMINISTRATION

1.1.1 Contracting Officer (KO)

This contract will be administered by a Contracting Officer (KO) assigned to the U.S. Army Corps of Engineers, Japan District. Throughout the contract documents, wherever Contracting Officer (KO) is mentioned, an Administrative Contracting Officer (ACO) and/or Contracting Officer's Representative performing duties within his/her delegated or designated authority is also implied.

1.1.2 Administrative Contracting Officer (ACO)

In accordance with the USACE Acquisition Instruction (UAI) Section 42.302-100, the Contracting Officer (KO) may delegate to an Administrative Contracting Officer (ACO) a part of the Contracting Officer's authority to modify the contract or to perform the contract administration functions under Federal Acquisition Regulation (FAR) Section 42.302. The KO will furnish all letters of delegation to an ACO for this contract to the contractor. The contractor must acknowledge receipt and return to the KO.

If the contractor has any questions relating to the delegated authority of the ACO, he/she shall request clarification from the KO.

1.1.3 Contracting Officer's Representative (COR)

The Contracting Officer may designate one or more individuals as his/her authorized representatives in administering the contract under this solicitation. The KO will furnish any letter of designation of a COR(s) for this contract to the contractor, who must acknowledge receipt to the KO. The letter will specify the extent of the COR's authority to act on behalf of the contracting officer. A COR is not authorized, under any circumstances, to make any commitments or changes that will affect price, quality, quantity, delivery, or any other term or condition of the contract. If the contractor has any questions relating to the delegated authority of the COR, he/she shall request clarification from the KO. The COR can also be referred to as the Contracting Officer's Technical Representative (COTR).

1.2 DESIGNATED BILLING OFFICE

The designated billing office for this contract is:

via U.S. Mail via Japanese Post Service

USACE, Japan District USACE Japan District Kanagawa Resident Office Kanagawa Resident Office Unit 45010 Bldg. 250, Camp Zama APO AP 96343-5010 Zama-Shi, Kanagawa-Ken 252-8511

SECTION 01 10 26.20 33 Page 2

1.3 PAYMENTS

1.3.1 General

Compensation for all work performed under this contract will be made under a payment item listed in the Contract Line Item Number (CLIN) Schedule.

The principal features of work to be included under the payment item are noted herein. Work required by the drawing sand specifications and not particularly mentioned shall be included in and paid for under the contract price for the item to which the work applies. Prices and payments for the items shall cover all work, complete and finished in accordance with the drawings and specifications, and shall be full compensation for all work in connection therewith, including quality control and the cost of bond premiums.

1.3.2 Line Items

BASE BID ITEM:

Item No. 0001 - Primary Facilities:

Will be paid for at the contract price, including all construction work as required to renovate Zama High School, Camp Zama, Japan. The work shall include:

Item No.0001AA - Renovation - Bldg 906

The renovation of the existing High School (906) as indicated on the plans.

Item No.0001AB - Renovation - Bldg 912

The renovation of the existing Auditorium (912) as indicated on the plans.

Item No.0001AC - Renovation - Bldg 913

The renovation of the existing Middle School (913) as indicated on the plans.

Item No. 0002 - Supporting Facilities:

Will be paid for at the contract price, including all construction work as required to renovate Zama High School, Camp Zama, Japan. The work shall include the Mechanical Building (914); and site preparation, site work including hydro-seeding, parking, utilities and all necessary items for a complete working facility. Site preparation work to include: the removal of all vegetation, roadway asphalt, curbs, walks, and various above ground utility structures in conflict with the proposed construction; removal and replacement of various concrete stoops and steps adjacent to the renovated buildings; the construction of a new fire service pump house and dedicated fire service line through various parts of the existing complex to provide fire suppression to the buildings being renovated; and relocation of various above ground utilities to facilitate the construction of the proposed parking are south of Range Road. Existing landscaping throughout the complex will be selectively thinned, removed, or relocated so that the facility can be brought more closely into current ATFP compliance.

SECTION 01 10 26.20 33 Page 3

Site infrastructure work to include the following:

Site Utility Relocation (as indicted on the drawings)

1. Adjusting location of light poles in south parking lot.

2. Removing existing fire hydrant in south parking lot.

3. Adjusting the elevations of several structure rims in the south parking lot (sanitary, telecom, electric).

4. Adjusting one of the storm structure rims in the north parking lot area.

Building 906

1. The existing service to the facility consists of 33.3 KV - 208/120 volt, 3-phase, 4-wire, 500 KVA transformer and 208/120 volt 1500 amp switchboard that will remain. This equipment is located on the south side of the facility and across Fifth Avenue. A new 6-way, 102mm duct bank will be routed from the existing switchboard across Fifth Avenue to the new main switchboard in Building 906.

2. The existing communication ducts will remain and be reused for new communication cables as required.

Building 912

1. The existing service to the facility consists of 33.3 KV - 480/277 volt, 3-phase, 4-wire, 750 KVA transformer and 480/277 volt 1000 amp switchboard that will remain. This equipment is located in the Mechanical Equipment Yard next to Building 914. A new 2-way, 102mm duct bank will be routed from the existing switchboard to the new service entrance disconnect switch located on the side of Building 912.

2. The existing communication ducts will remain and be reused for new communication cables as required.

Building 913

1. The existing service to the facility consists of 33.3 KV - 480/277 volt, 3-phase, 4-wire, 750 KVA transformer and 480/277 volt 1000 amp switchboard that will remain. This equipment is located in the Mechanical Equipment Yard next to Building 914. A new 3-way, 102mm duct bank will be routed from the existing switchboard to the new main switchboard in Building 913.

2. The existing communication ducts will remain and be reused for new communication cables as required.

OPTION BID ITEMS:

None

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

SECTION 01 10 26.20 33 Page 4

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00.20 33

GENERAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

1.2 STATEMENT OF WORK

1.3 SUBMITTALS

1.4 KEY PERSONNEL QUALIFICATIONS

1.5 DEFINITIONS

1.6 SUBSTITUTION

1.7 PERMITS AND RESPONSIBILITIES

1.8 SPECIAL CONTRACT REQUIREMENTS

1.8.1 Availability of Work Site and Working Hours

1.8.2 Occupancy of Premises

1.8.3 Request for Contractor's Employee Passes and Vehicle Passes

1.8.4 Department of Defense (DOD) Security Policy and Procedures

1.8.5 Existing Work

1.8.6 Meetings

1.9 DRAWINGS

1.9.1 As-built Drawings

1.10 AVAILABILITY OF UTILITY SERVICES

1.11 AVAILABILITY OF SANITARY FACILITIES

1.12 SAFETY REQUIREMENTS

1.13 DISPOSAL OF MATERIAL

1.14 CONSTRUCTION SCHEDULE

1.15 CONTRACTOR FURNISHED MATERIAL AND WORKMANSHIP

1.15.1 Certificate Against Use of Asbestos-Containing Material

1.16 SALVAGE MATERIAL AND EQUIPMENT

1.17 CLEAN UP

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 11 00.20 33 Page 1

SECTION 01 11 00.20 33

GENERAL CONTRACT REQUIREMENTS

Kanagawa Resident Office (KRO)

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. Contractor may substitute compatible JIS / JASS standards for non-Japanese standards, as approved by the Contracting Officer's Representative (COR). See Section 01 42 00.00 33 paragraph ACCEPTABLE ALTERNATIVE JAPANESE STANDARDS for a listing of acceptable Japanese Standards and information on the use of Japanese Standards not explicitly listed in Section 01 42 00.00 33.

U.S. DEPARTMENT OF DEFENSE (DOD)

JEGS (2012) Japan Environmental Governing Standards

U.S. ARMY (DA)

DA AR 200-1 (2007) Environmental Protection and Enhancement

DA AR 420-1 (2008; Revision 2012) Army Facilities Management

U.S. ARMY CORPS of ENGINEERS (USACE)

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

U.S. ARMY GARRISON JAPAN (USAG-J)

USAG-J Regulation 190-13 (2013) Installation Access and Control Procedures

1.2 STATEMENT OF WORK

The work covered by these specifications and drawings, consists of furnishing labor, equipment, supplies, and materials specified to perform all operations for the work. Work shall be accomplished in accordance with these specifications and drawings, subject to the terms and conditions of the contract. Drawings, included hereinafter, form a part of the contract documents.

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation.

Submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "L"

SECTION 01 11 00.20 33 Page 2 are for LEED review which shall be performed by the Contractor's LEED Coordinator and the LEED Administrator. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES and Section 01 33 29 LEED ™ DOCUMENTATION as applicable:

SD-01 Preconstruction Submittals

Organizational Chart; G Key Personnel Qualifications; G Qualifications and Background History of the Proposed Interpreter or English Speaking Representative; G Planned Scheduled of Road Closures; G Request for Contractor's Employee Passes and Vehicle Passes; G Requests for Utility Outages, Hot Work, Traffic Controls, and Area Closures; G Request for Open Flame Work Permits; G Construction Schedule; G

SD-07 Certificates

Certificate Against Use of Asbestos-Containing Material

1.4 KEY PERSONNEL QUALIFICATIONS

The Contractor's Project Key personnel shall not be assigned duties to any other contracts (excluding the project manager and pass coordinator) without approval from the Contracting Officer. 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. All Key Personnel, with the exception of the Contractor's Commissioning Coordinator and Pass Coordinator, shall attend the Pre-Construction Conference.

a. Project Manager. The project manager shall have at least 5 years of experience managing contracts for work comparable to the work being executed under this contract. The Project manager will have the authority to negotiate all aspects of the contract with the Government and shall provide an appointment letter outlining those authorities. The project manager need not be present on the site daily but will attend weekly progress meetings, monthly meetings, and be available on site within 24 hours upon request.

b. Site Supervisor (Superintendent). The Site Supervisor (Superintendent) shall be a skilled Licensed Architect in accordance with the latest version of "The Building Standard Law of Japan (Kenchiku Kijun Hou)". A second class Architect is acceptable if allowed by the "The Building Standard Law of Japan" (Kenchiku Kijun Hou)". The site supervisor (superintendent) shall have the authority to act on behalf of the Contractor to resolve issues that arise on the site. If deemed appropriate by the Contractor, the site Supervisor (superintendent) will have the authority to negotiate aspects of the contract with the Government and if so, the Contractor shall provide an appointment letter

SECTION 01 11 00.20 33 Page 3 outlining those authorities. The Superintendent shall be responsible for all work performed under this contract and shall be responsible for appropriate supervision of that work and shall be available to the Contracting Officer upon request.

c. English Speaking Representative 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 5 days after notice of contract award, the Contractor shall submit in writing to the authorized representative of the Contracting Officer the qualifications and background history of the proposed interpreter for approval. The English Speaking Representative shall provide evidence that he/she has a TOEIC score of 760 or higher or is a high school graduate from an English speaking country. The Contractor shall be responsible to replace said individual upon notification by the Government should performance become inadequate during the contract period. The English Speaking representative shall attend the preconstruction conference.

d. Contractor Quality Control System Manager (CQCSM). The CQCSM shall meet the requirements stated in Section 01 45 00.00 10

QUALITY CONTROL.

e. Site Safety and Health Officer (SSHO). The SSHO shall meet the requirements stated in section 01 35 29.70 33 (Governmental Safety Requirements).

f. Contractor's LEED Coordinator (CLC): The individual on the Contractor's staff responsible for ensuring construction-related LEED credits and prerequisites are properly documented. The CLC shall meet the requirements stated in Section 01 45 00.00 10 QUALITY CONTROL and Section 01 33 29 LEED(TM) DOCUMENTATION.

g. Contractor's Commissioning Coordinator (CCC): The individual on the Contractor's staff who is regularly and frequently on site and shall be responsible for managing the Contractors in their day-to-day performance of the specified commissioning work. The CCC shall meet the requirements stated in Section 01 45 00.00 10 QUALITY CONTROL and Section 01 91 00.00 40 GENERAL COMMISSIONING

REQUIREMENTS.

h. Pass Coordinator. A person on the contractor's staff who is familiar with the requirements of USAG-J Regulation 190-13 , individual and vehicle access pass procedures, and USAG-J vehicle security inspection procedures. The Pass Coordinator must be able to obtain a DBIDS access pass with escort privileges and may be required to escort other contract personnel. Although a TOEIC score is not required, the Pass Coordinator must be able to understand pass requirements and complete pass application forms in the English language.

1.5 DEFINITIONS

The term "United States" will appear before the word "Government" whenever

SECTION 01 11 00.20 33 Page 4 the latter word appears in this contract, except where the word "Government" refers to a different-named Government. In addition, Japanese standards 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. Contractor shall submit for approval equivalency or superior product with signature confirmation from the Contractor and product manufacturer.

Definitions pertaining to sustainable development are as defined in Section 01 57 20.00 10 ENVIRONMENTAL PROTECTION, and as specified.

a. "Environmentally preferable products" have a lesser or reduced effect on the environment in comparison to conventional products and services. This comparison may consider raw materials acquisition, production, manufacturing, packaging, distribution, reuse, operation maintenance, or disposal of the product.

b. "Indoor environmental quality" is the physical characteristics of the building interior that impact occupants, including air quality, illumination, acoustics, occupant control, thermal comfort, daylighting, and views.

c. "Operational performance" is the functional behavior of the building as a whole or of the building components.

d. "Sustainability" is the balance of environmental, economic, and societal considerations.

1.6 SUBSTITUTION

Any material systems specified by JIS equal to United States Standards and these specifications may be used in lieu of the systems specified.

Documentary evidence thereof shall be furnished to the Contracting Officer for approval.

1.7 PERMITS AND RESPONSIBILITIES

a. In accordance with the Clause 52.236-7, Permits and Responsibilities, the Contractor shall, without additional expense to the Government, be responsible for obtaining any necessary licenses and permits, and for complying with any applicable laws, codes, and regulations, including the requirements of material, prefectural and local Government in Japan, applicable to the performance of the work. The Contractor shall be similarly responsible for all damages to persons or property that occurs as a result of his 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. ROAD CLOSURES: The Contractor shall submit a planned schedule of road closures to the Contracting Officer for proper coordination with the proper base personnel, and shall notify the Contracting Office in writing not less than fifteen (15) calendar days for all road closures, in advance of the intended closure. No road closure will be permitted until the Contractor receives written approval for the Contracting Officer.

SECTION 01 11 00.20 33 Page 5

c. UTILITY OUTAGES: The Contractor shall 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 the utility disruptions shall be submitted in writing to the Contracting Officer not less than thirty (30) calendar days in advance of the intended outage. All power outages and utility disruptions will be coordinated with base 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.

d. OPEN FLAME AND WELDING: The Contractor shall submit a request for open flame work permits to the COR and Base Fire Department for approval. The Contractor shall describe the work to be performed to the Fire Department representative at the work site.

The Base Fire Department and Representative of the Contracting Officer shall be notified during hours of 0800 through 0900, Monday through Friday, prior to commencement of open flame work.

Open flame work will not begin without approval of the Contracting Officer's Representative (open flame and welding permit) or until the Fire Department arrives at work site if required.

e. RADIATION SAFETY REQUIREMENTS: Notwithstanding any other hazardous material used in this contract, radioactive materials or instruments capable of producing ionizing/non-ionizing radiation (with the exception of radioactive material and devices used in accordance with USACE EM 385-1-1 such as nuclear density meters for compaction testing and laboratory equipment with radioactive sources) as well as materials which contain asbestos, mercury or polychlorinated biphenyls, di-isocynates, lead-based paint are prohibited. The Contracting Officer, upon written request by the Contractor, may consider exceptions to the use of any of the above excluded materials. The contractor shall request approval in writing to the Contracting Officer not less than thirty (30) calendar days in advance of any request for exception. Following Contracting Officer approval of any radiation related exception, the contractor shall coordinate with the COR at least fifteen (15) calendar days in advance to notify the Radiation Safety Officer (RSO) prior to excepted items of radioactive material and devices being brought on base.

1.8 SPECIAL CONTRACT REQUIREMENTS

1.8.1 Availability of Work Site and Working Hours

Normal working hours are Monday-Saturday 0800-1700, excluding U.S.

Federal Holidays. Work at times other than normal working hours may be arranged if coordinated at least five calendar days in advance and if approved by the Contracting Officer.

Noise and Vibration: Noise greater than 70 decibels and vibration producing work in occupied buildings shall be done outside of core school hours (0700 - 1430) unless written permission is given by the Contracting Officer.

SECTION 01 11 00.20 33 Page 6

1.8.2 Occupancy of Premises

a. Buildings adjoining the site will be occupied during the performance of work under this contract. During school days, the Contractor shall maintain clearly marked, covered pedestrian access between the temporary building of this contract, Bldg 1665, and Building 1530. The Contractor shall maintain fire lane access at all times.

b. Before work is started, the Contractor shall arrange with the Contracting Officer a sequence of procedure to ensure means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

c. Non-School Days include weekends, U.S. Holidays, the fourth Friday in November and the following dates from the 2016-2017 School Year DoDEA Pacific Calendar:

19 Dec 2016 - 02 Jan 2017: Winter Recess 03 Apr 2017 - 07 Apr 2017: Spring Recess 19 Jun 2017 - 18 Aug 2017: Summer Recess

Future school year recess dates can be found in the DoDEA School Year Pacific Calendars website at http://www.dodea.edu/schoolCalendars.cfm when the dates have been confirmed.

1.8.3 Request for Contractor's Employee Passes and Vehicle Passes

a. No employee or representative of the Contractor will be admitted to the site of work unless he/she is furnished authorized admittance to the site of work by the Contracting Officer. Refer to USAG-J Regulation 190-13 "Installation Access and Control Procedures". Prior to the start of on-site work the Contractor shall submit applications for base passes to the Contracting Officer for key employees (project manager, site supervisor, interpreter, pass coordinator, etc) for long term DBIDS passes.

The Contractor will then, through the employment of a Pass Coordinator and with the help of the Resident Office, be responsible for securing sufficient passes for other workers, including subcontractor's employees and vehicles, required to access the base for the project duration. The contractor shall use the USAG-J Form 1529 "EZ Pass" as the primary means of obtaining passes for all personnel who do not qualify for DBIDS passes. The USAG-J Form 1529 "EZ Pass" One Time / Multiple Access Roster must be complete and submitted to the Provost Marshall Pass & Vehicle Registration Office a minimum of three (3) U.S. workdays prior to access. The use of the USAG-J "one day" pass (AJ Form

47) should be avoided, and used only for urgent situations.

Applicants for a "one day" pass may be required to wait for several hours for their pass to be issued. Contractor personnel applying for more than one (1) "one-day" pass within any 15-day period will not be issued multiple one-day passes, and will instead be required to apply for access via the USAG-J Form 1529, and wait three or more days for approval.

b. All contractor vehicles must park within the designated construction site. Due to limited parking, no more than thirty

(30) privately owned, personal use vehicles will be issued base

SECTION 01 11 00.20 33 Page 7 access passes. This limitation does not apply to company owned vehicles

c. Upon completion of this contract, the Contractor shall return all employee and vehicle passes to the base, and obtain a certification of receipt. Final Payment may be withheld until the Contractor has returned all such passes.

1.8.4 Department of Defense (DOD) Security Policy and Procedures

All contractor and all associated sub-contractor employees shall comply with applicable installation, facility and area commander installation/ facility access and local security policies and procedures. The contractor shall provide all information required for background checks to meet installation 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, HQ Department of Army and local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) ant any individual facility or installation change, the Government may require changes in contractor security matters or processes.

1.8.5 Existing Work

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.8.6 Meetings

a. Post Award Orientation: A post award orientation (often referred to as a Pre-Construction 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: Weekly and Monthly progress meetings 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. For weekly meetings, 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. For monthly meetings, the contractor shall provide updates to the

SECTION 01 11 00.20 33 Page 8 project schedule, billing requests, monthly exposure reports, submittal status, waste management records and provide the Monthly Progress Narrative Report required by FAR 52.0000-4326. The contractor is responsible for providing digital 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 $500,000 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 - 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 29.70 33 (Governmental Safety Requirements) and section 01 45 00.00 10 (Quality Control) for specific requirements.

1.9 DRAWINGS

1.9.1 As-built Drawings

Redline drawings (contract drawings showing as-built conditions) are required to be maintained up-to-date and keep in the contractor project office and available for review by the Contracting Officer at any time.

The redline drawings need to be large enough and any changes shown in enough detail to understand clearly the as-built condition.

1.10 AVAILABILITY OF UTILITY SERVICES

Electricity, potable water, and sewage are available for Contractor's use without charge; however, the Contractor shall be responsible for all temporary connections required, as well as the removal of these temporary connections upon completion of the project. The contractor's plan for temporary connections shall be submitted to the Authorized Representative of the Contracting Officer for approval prior to making any temporary connections.

1.11 AVAILABILITY OF SANITARY FACILITIES

No toilet facility is available for Contractor's use. The Contractor shall provide toilet and sanitation facilities for Contractor personnel in accordance with EM 385-1-1 .

1.12 SAFETY REQUIREMENTS

The Contractor's work shall conform to the requirements of Safety and Health Requirements Manual EM 385-1-1 unless otherwise indicated in this section. Safety submittals shall be in accordance with Section 01 35 2

SECTION 01 11 00.20 33 Page 9

9.70 33, GOVERNMENTAL SAFETY REQUIREMENTS. The Contractor shall maintain an accident prevention plan in accordance with Corps of Engineers Safety Manual EM 385-1-1 .

1.13 DISPOSAL OF MATERIAL

Except as specified elsewhere in the contract, all residue and scrap generated by the Contractor during the performance of this contract shall be recycled/disposed of at an authorized off-base facility in accordance with the JEGS, DA AR 200-1 , and DA AR 420-1 as well as local laws and regulations. Waste management including collection and transportation of the waste shall be implemented in accordance with such laws and regulations.

1.14 CONSTRUCTION SCHEDULE

The Contractor shall provide a preliminary construction schedule showing proposed actual construction start and completion dates as well as major portions of work within fourteen (15) calendar days after receipt of Notice to Proceed in accordance with contract clause 52.236-15 entitled "SCHEDULES FOR CONSTRUCTION CONTRACTS". The preliminary construction schedule can be in any format (a bar chart or a Network Analysis are typical formats) as long as it is clearly understandable to the contractor and the Contracting Officer, shows critical items, has sufficient detail to facilitate the work and allow the Contracting Officer to determine accurately the contractor's progress. In accordance with section 01 32 01.00 10, the formal construction schedule showing actual progress compared with scheduled progress shall be submitted no less than 42 calendar days after receipt of Notice to Proceed, and be updated every 30 days throughout the contract performance period.

1.15 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 material or equipment specifications and standards listed in the construction specifications. All materials needed to perform this contract 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 material and/or equipment provided under this contract shall be free of asbestos, lead in paint and PCB. The Contracting Officer reserves the right to request additional submittal information of any material or equipment being provided under this contract. The Contracting Office shall make the final determination of the acceptability of any Contractor furnished materials provided under this contract.

1.15.1 Certificate Against Use of Asbestos-Containing Material

In addition to the submittals required under this Section, the Contractor shall submit a separate "Certificate Against Use of Asbestos-Containing Material" (see attached form) certifying that no ACM was specified as a building material in any construction document for the building, or, to the best of their knowledge, no ACM was used as a building material in the building. The certificate shall be submitted to the Authorized Representative of the Contract Office prior to final inspection of the project.

SECTION 01 11 00.20 33 Page 10

1.16 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the contract to be salvaged shall remain the property of the Government.

1.17 CLEAN UP

The Contractor shall at all times keep the work area, including storage areas used by him, tidy and free from accumulation of waste material or rubbish, and prior to completion of the work, remove any rubbish from the premises. All tools, equipment and materials not the property of the Government shall be removed from the premises and properly disposed of off Government property. Upon completion of the work, the Contractor shall notify the Government representative for final inspection and acceptance.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

SECTION 01 11 00.20 33 Page 11

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 GENERAL

1.1 SPECIAL SCHEDULING REQUIREMENTS

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 Activity Regulations

1.2.1.1 Subcontractors and Personnel Contacts

1.2.1.2 Personnel Entry Approval

1.2.1.3 No Smoking Policy

1.2.2 Occupied Buildings

1.2.3 Utility Cutovers and Interruptions

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 14 00 Page 1

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 GENERAL

1.1 SPECIAL SCHEDULING REQUIREMENTS

a. The school will remain in operation during the entire construction period. The Contractor shall conduct his operations so as to cause the least possible interference with normal operations of the activity.

Safety, noise, and traffic are high-interest items for the school and will be monitored closely at all times.

b. The following conditions apply:

1) When school is in session, no deliveries between 8:00 to 9:00 am and 2:30 to 3:30 pm.

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 Activity Regulations

1.2.1.1 Subcontractors and Personnel Contacts

Furnish a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.2.1.2 Personnel Entry Approval

Failure to obtain entry approval will not affect the contract price or time of completion.

1.2.1.3 No Smoking Policy

Smoking is prohibited on the High School Campus. The contractor may designate a smoking room within a construction office, subject to approval of the Contracting Officer.

1.2.2 Occupied Buildings

The Contractor shall be working in an existing building and around existing buildings which are occupied. Do not enter the buildings without prior approval of the Contracting Officer.

The existing buildings and their contents shall be kept secure at all times. Provide temporary closures as required to maintain security as directed by the Contracting Officer.

Provide dust covers or protective enclosures to protect existing work that remains and Government material located in the school during the construction period.

The Government will remove and relocate other Government property in the

SECTION 01 14 00 Page 2 areas of the buildings scheduled to receive work.

1.2.3 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in the paragraph "Work Outside Regular Hours."

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, and fire alarm shall be considered utility cutovers pursuant to the paragraph entitled "Work Outside Regular Hours."

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 14 00 Page 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 20 00.00 20

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 SCHEDULE OF PRICES

1.3.1 Data Required

1.3.2 Schedule Instructions

1.3.3 Real Property Assets

1.3.4 Schedule Requirements for HVAC TAB

1.4 CONTRACT MODIFICATIONS

1.5 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.5.1 Content of Invoice

1.5.2 Submission of Invoices

1.5.3 Final Invoice

1.6 PAYMENTS TO THE CONTRACTOR

1.6.1 Obligation of Government Payments

1.6.2 Payment for Onsite and Offsite Materials

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 20 00.00 20 Page 1

SECTION 01 20 00.00 20

PRICE AND PAYMENT PROCEDURES

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.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EP-1110-1-8 (2009) Construction Equipment Ownership and Operating Expense Schedule

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Schedule of Prices; G

1.3 SCHEDULE OF PRICES

1.3.1 Data Required

This contract requires the use of a cost-loaded Network Analysis Schedule (NAS). The information required for the Schedule of Prices will be entered as an integral part of the Network Analysis Schedule. Within 15 calendar days of notice of award, prepare and deliver to the Contracting Officer a Schedule of Prices (construction contract) as directed by the Contracting Officer.