W912HV-16-B-0002_Specifications_Vol_1_of_3.pdf

1999 Bryan Street, Suite 1200 Dallas, Texas 75201-3616

(214) 583-8500

Replace E. C. Killin Elementary School

RTA Design Deliverable

Volume 1 of 3: RTA Design Specifications Divisions 00 - 04

Camp Foster, Okinawa, Japan April 16, 2016 Solicitation Number: W912HV-15-D-0002 Project Number: PA00017

Japan Engineer District

41616

Designer

Engineer

SEALS PAGE FOR

REPLACE E.C. KILLIN ELEMENTARY SCHOOL

RTA DESIGN DELIVERABLE – SPECIFICATIONS

CAMP FOSTER, OKINAWA, JAPAN

SOLICITATION NUMBER: W912HV-15-D-0002

PROJECT NUMBER: PA00017

4/16/16

This document was prepared by me or under my direct personal supervision and that I am a duly registered Professional Architect under the laws of the State of Florida.

Name: Mike Cahill

License Number: FL43673

Firm:

Jacobs Engineering Group Inc.

Florida Registered Engineering Firm - AAC001790

Name: Ashley Good

License Number: ID5246

Firm:

Name: Matthew Minjack

License Number: FL56963

Firm:

the laws of the State of Wisconsin.

Name: Matthew L. Narus

License Number: E-37247-6

Firm:

Wisconsin Registered Engineering Firm - 1201

4.16.16

Engineer

Engineer

Interior Designer under the laws of the State of Florida.

EC Killin Elementary School Camp Foster, Okinawa, Japan

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 01 50 PHASING OF WORK

01 10 26.70 33 CONTRACT ADMINISTRATION DATA

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 20 00.00 20 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 32 16.00 20 CONSTRUCTION PROGRESS DOCUMENTATION

01 32 17.00 20 NETWORK ANALYSIS SCHEDULES (NAS)

01 33 00 SUBMITTAL PROCEDURES

01 33 29 LEED(TM) DOCUMENTATION

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 42 00.00 10 SUSTAINABLE REFERENCES

01 42 15 METRIC MEASUREMENTS

01 45 00.00 10 QUALITY CONTROL

01 45 00.10 10 QUALITY CONTROL SYSTEM (QCS)

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 16 TEMPORARY PEST CONTROL

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 58 00 PROJECT IDENTIFICATION

01 62 35 RECYCLED/RECOVERED/BIOBASED MATERIALS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 75 00 STARTING AND ADJUSTING

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 23.30 33 OPERATION AND MAINTENANCE COMMISSIONING REQUIREMENTS

01 78 24.00 20 FACILITY ELECTRONIC OPERATION AND MAINTENANCE SUPPORT

INFORMATION (eOMSI)

01 81 09 TESTING FOR INDOOR AIR QUALITY

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

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

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

DIVISION 03 - CONCRETE

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

03 15 00.00 10 CONCRETE ACCESSORIES

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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 05 - METALS

05 05 23.16 STRUCTURAL WELDING

05 12 00 STRUCTURAL STEEL

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

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 41 16.00 10 LAMINATE CLAD ARCHITECTURAL CASEWORK

06 61 16 SOLID POLYMER (SOLID SURFACING) FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 08 27.00 10 BUILDING ENVELOPE COMMISSIONING REQUIREMENTS

07 13 53 ELASTOMERIC SHEET WATERPROOFING

07 15 00 FLUID-APPLIED MEMBRANE

07 16 19 METALLIC OXIDE WATERPROOFING

07 19 00 WATER REPELLENTS

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 27 10.00 10 BUILDING AIR BARRIER SYSTEM

07 53 23 ETHYLENE-PROPYLENE-DIENE-MONOMER 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 14 00 WOOD DOORS

08 33 23 OVERHEAD COILING DOORS

08 39 54 BLAST RESISTANT DOORS

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 PLASTER AND GYPSUM BOARD

09 24 23 STUCCO

09 29 00 GYPSUM BOARD

09 30 13 CERAMIC TILING

09 35 16 CHEMICAL-RESISTANT QUARRY TILE

09 51 00 ACOUSTICAL CEILINGS

09 62 38 STATIC-CONTROL FLOORING

09 65 00 RESILIENT FLOORING

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09 65 66 RESILIENT ATHLETIC FLOORING

09 68 00 CARPETING

09 72 00 WALLCOVERINGS

09 83 13 ACOUSTICAL WALL TREATMENT

09 90 00 PAINTS AND COATINGS

09 96 00 HIGH-PERFORMANCE COATINGS

DIVISION 10 - SPECIALTIES

10 10 00 VISUAL COMMUNICATIONS SPECIALTIES

10 14 00 SIGNAGE

10 14 01 EXTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 21 23.16 CUBICLE TRACK AND HARDWARE

10 22 13 WIRE MESH PARTITIONS

10 22 39 OPERABLE PANEL/VERTICAL LIFT PARTITIONS

10 26 13 WALL AND CORNER GUARDS

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

10 51 13 METAL LOCKERS

10 56 13 STEEL SHELVING

10 75 00 FLAGPOLES

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 42 00 FOOD PREPARATION EQUIPMENT

11 44 00 FOOD COOKING EQUIPMENT

11 46 00 FOOD DISPENSING EQUIPMENT

11 47 00 ICE MACHINES

11 48 00 CLEANING AND DISPOSAL EQUIPMENT

11 66 23 GYMNASIUM EQUIPMENT

11 68 13 PLAYGROUND EQUIPMENT

DIVISION 12 - FURNISHINGS

12 21 00 WINDOW BLINDS

12 24 13 ROLLER WINDOW SHADES

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

12 59 00 SYSTEMS FURNITURE

12 93 00 SITE FURNISHINGS

DIVISION 13 - SPECIAL CONSTRUCTION

13 48 00 SEISMIC PROTECTION FOR MISCELLANEOUS EQUIPMENT

13 48 00.00 10 SEISMIC PROTECTION FOR MECHANICAL EQUIPMENT

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 23 00.00 20 WET CHEMICAL FIRE EXTINGUISHING FOR KITCHEN CABINET

21 30 00 FIRE PUMPS

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DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 07 19.00 40 PLUMBING PIPING INSULATION

22 08 00.00 10 PLUMBING SYSTEMS COMMISSIONING REQUIREMENTS

22 31 00 WATER SOFTENERS, CATION-EXCHANGE (SODIUM CYCLE)

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

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

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

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 00.10 10 HVAC SYSTEMS COMMISSIONING REQUIREMENTS

23 09 13.34 40 CONTROL VALVES, SELF-CONTAINED

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 25 00 CHEMICAL TREATMENT OF WATER FOR MECHANICAL SYSTEMS

23 31 13.00 40 METAL DUCTS

23 34 23.00 40 HVAC POWER VENTILATORS

23 36 00.00 40 AIR TERMINAL UNITS

23 37 13.00 40 DIFFUSERS, REGISTERS, AND GRILLS

23 64 10 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 64 26 CHILLED, HEATING, AND CONDENSER WATER PIPING SYSTEMS

23 65 00 COOLING TOWERS

23 69 00.00 20 REFRIGERATION EQUIPMENT FOR COLD STORAGE

23 73 13.00 40 MODULAR INDOOR CENTRAL-STATION AIR-HANDLING UNITS

23 81 00.00 20 UNITARY AIR CONDITIONING EQUIPMENT

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 19.00 10 INSULATED WIRE AND CABLE

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 05 73.13 OVERCURRENT PROTECTIVE DEVICE SHORT-CIRCUIT STUDY

26 05 73.16 OVERCURRENT PROTECTIVE DEVICE COORDINATION STUDY

26 05 73.19 OVERCURRENT PROTECTIVE DEVICE ARC-FLASH STUDY

26 08 00.00 10 ELECTRICAL LIGHTING CONTROL SYSTEMS COMMISSIONING

REQUIREMENTS

26 12 19.10 THREE-PHASE PAD-MOUNTED TRANSFORMERS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 23 00 SWITCHBOARDS AND SWITCHGEAR

26 27 14.00 20 ELECTRICITY METERING

26 51 00 INTERIOR LIGHTING

26 55 61 THEATRICAL LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 05 14.00 10 CABLE TELEVISION PREMISES DISTRIBUTION SYSTEM

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 21 00.00 40 VIDEO INTERCOMMUNICATION SYSTEM

27 51 16 INDEPENDENT SOUND SYSTEM

27 51 19 AREA OF RESCUE INTERCOMMUNICATION SYSTEM

27 51 23.10 INTEGRATED INTERCOM, PUBLIC ADDRESS AND MASTER CLOCK

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SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 20 00.00 20 ELECTRONIC SECURITY SYSTEMS (ESS), COMMERCIAL

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

31 11 00 CLEARING AND GRUBBING

31 31 16.13 CHEMICAL TERMITE CONTROL

31 32 40 SOIL MIXING (WET METHOD)

31 50 00 EXCAVATION SUPPORT AND PROTECTION

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 16 BASE COURSE FOR RIGID AND SUBBASES FOR FLEXIBLE PAVING

32 12 10 BITUMINOUS TACK AND PRIME COATS

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

32 12 43 POROUS PAVEMENT SYSTEM

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 13 73 COMPRESSION JOINT SEALS FOR CONCRETE PAVEMENTS

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 16 15 CONCRETE BLOCK PAVEMENTS

32 17 24.00 10 PAVEMENT MARKINGS

32 18 16.13 PLAYGROUND PROTECTIVE SURFACING

32 31 13 CHAIN LINK FENCES AND GATES

32 31 13.53 HIGH-SECURITY CHAIN LINK FENCES AND GATES

32 31 16 VERTICAL ARM BARRIER GATE

32 31 26 WIRE FENCES AND GATES

32 92 19 SEEDING

32 93 00 EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 11 00 WATER DISTRIBUTION

33 16 19 FIRE WATER RESERVOIR

33 30 00 SANITARY SEWERS

33 40 00 STORM DRAINAGE UTILITIES

33 46 16 SUBDRAINAGE SYSTEM

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 5 Deliverable RTA Design PROJECT TABLE OF CONTENTS Page 5 April 16, 2016

SECTION 01 01 50

PHASING OF WORK

PART 1 GENERAL

1.1 GENERAL REQUIREMENTS

Refer to drawing sheets GC-100 and GC-101 for Phasing Plans and notes.

The work of Phase IA and Phase IB shall be accomplished prior to the occupation of the new school and commencement of Phase II. 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 the commencement of the additional work. The Contractor shall completely vacate each area upon completion of the durations indicated below. Access and haul routes are not defined on the drawings.

Points of access to the site are defined on the drawings. Full coordination with the base will be required for entrances as indicated in each phase.

1.1.1 Phase I, (From Contract Notice to Proceed) includes both Phases IA and IB for a total duration of 884 calendar days and must be completed no later than 15 August 2019.

Phase IA shall include the preparation of the site and the construction of the new school.

a. Construction of new temporary controlled perimeter fence in order to create a project work site that is considered off base for contractor access.

b. Preparation of site including, but not limited to, erosion control, security fence and gates for access, and construction of construction access to staging area.

c. Demolition of all play areas within the boundaries of Phase 1A per drawings and demolition of Building 370G. The Removal of the existing 45 housing structures.

d. Construction of all new building and site features within the limitations of Phase 1A area per the drawings.

The Contractor is responsible to determine the best approach to the construction sequencing of this phase in order to maintain utility connectivity and complete the demolition and new construction work as indicated on the drawings.

1.1.2 Phase IB, (1 June 2019 through 15 Aug 2019; coordinate timing of demolition and Government outfit new school and vacates existing school)

Phase IB shall include the final connection to the site utilities to the new school with demolition impacting the existing parking area. It shall also include all temporary accommodations for the new school including, but not limited to, parking and sidewalks for staff access. Site Utilities work shall include, but not limited to:

RTA Design SECTION 01 01 50 Page 1 April 16, 2016 Deliverable

a. Installation of sanitary sewer connection to the new school.

b. Temporary phone poles until underground duct banks are installed.

c. Electrical connections to the new school.

d. Coordinate access to school for fire department based on what option is selected for access.

e. Change perimeter fence, temporary fence and gate locations to allow school to be back On Base for access and Phase II area to be considered Off Base, as per the drawings.

f. Install temporary staff, visitor and ADA parking.

g. Install new sidewalk from temporary staff parking.

h. Demolish a portion of existing Building 371. Exact date to be coordinated with Contracting Officer. Demolition of said building is to allow full access path to site for the fire department.

1.1.3 Phase II: (Demolition and site construction; Start 25 Aug 2019 for 360 calendar days))

Phase II shall not commence until after Phase I, and the Government vacating of the existing school is complete, including the move of salvaged equipment/furniture from the old school to the new school by the Government. Phase II includes the complete removal of the remaining existing school structures for ECK Elementary. Work shall include removal of above ground and underground utility infrastructure supporting the existing school and include de-mobilization of the demolition site.

a. Disconnect existing utilities to existing school while maintaining service to new school.

b. Construct new controlled perimeter fence per plans.

c. Complete demolition of existing school, attached facilities and site.

d. Construct all site features and built canopies within the perimeter fenced area for Phase II as shown in drawings.

Large delivery access for the school may need to be coordinated through construction area of Phase II. Contractor will need to maintain temporary parking for staff and visitors for the duration of demolition and construction of Phase II.

1.1.4 Phase III, (Demolition of Temporary Conditions)

Phase III shall not commence until after Phase II is complete and Government has been granted to usage of entire site. The contractor should be complete with all work on site by end of SY 19/20. Phasing and transition from the temporary site to the permanent site to be coordinated with the Government.

a. Remove all temporary power, lighting, fence and gates.

b. Restore fence to be as original.

RTA Design SECTION 01 01 50 Page 2 April 16, 2016

c. Remove temporary sidewalk and parking. Regrade and restore surfaces to original intent of design documents.

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. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Phasing of Construction Work Plan; G

1.3 PHASING OF CONSTRUCTION WORK PLAN

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 --

RTA Design SECTION 01 01 50 Page 3 April 16, 2016

SECTION 01 10 26.70 33

CONTRACT ADMINISTRATION DATA

PART 1 GENERAL

Throughout the contract documents, wherever Contracting Officer is mentioned, an Administrative Contracting Officer and/or Contracting Officer's Representative performing duties within his/her delegated or designated authority is also implied.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 CONTRACT ADMINISTRATION

3.1.1 Contracting Officer (KO)

This contract will be administered by a Contracting Officer (KO) assigned to the U.S. Army Corps of Engineers, Japan District.

3.1.2 Not Used

3.1.3 Administrative Contracting Officer (ACO)

In accordance with the USACE Acquisition Instruction (UAI) Section 1.602-1 (100), the Contracting Officer 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 any letter of delegation to an ACO for this contract to the Contractor. If the Contractor has any questions relating to the delegated authority of the ACO, he/she shall request clarification from the KO.

3.1.4 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. 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.

RTA Design SECTION 01 10 26.70 33 Page 1 April 16, 2016

3.2 DESIGNATED BILLING OFFICE

The designated billing office for this contract is:

Resident Engineer, Okinawa Area Office U.S. Army Engineer District, Japan Unit 35132

APO AP 96376-5132

3.3 PAYMENTS

3.3.1 General

Compensation for all work performed under this contract will be made under a payment item(s) listed in the Bidding Schedule. The principal features of the work to be included under the payment items are noted herein. Work required by the drawings and specification, and not particularly mentioned, shall be included in and paid for under the contract price for the items to which the work applies. Prices and payments for the items shall cover all work, complete and finished in accordance with the drawings, schedules and specifications, and shall be full compensation for all work in connection therewith, including quality control and the cost of bond premiums.

3.3.2 Line Items

The items listed hereinafter are as stated in the Bidding Schedule. Refer to Sheets G101 and G102 for identification and location of Base Bid and Option Bid Items.

BASE BID ITEMS :

Item No. 0001 - Replace E.C. Killin Elementary School, Bid Item No. 0001, Construction:

Provide all scope of work for the construction of Killin Elementary School at Camp Foster, Okinawa, Japan as indicated in the contract documents.

The facility shall include, two story, 10,439 Square-Meter (SM) elementary school, site preparation, site work, parking, utilities and all necessary items for a complete working facility (including portion of Main Entrance canopy, see drawing sheets G102 and S122 for demarcation between Base Bid Item and Optional Bid Item 0003). Site work shall include all preparation of site for new construction, including, but not limited to, clearing and grading. All demolition of the site shall be included in Item No. 0002.

Temporary site access and parking also included as base bid item.

Playground and associated play areas shall also be included in the base bid item number. Temporary site conditions (i.e. temporary staff parking and drive) to be restored to original conditions and grades upon completition of all work. See the drawings for more detailed information of boundaries for inclusion. Also see drawings for trees and landscaping that meet MCB design guide minimums.

RTA Design SECTION 01 10 26.70 33 Page 2 April 16, 2016

If Option Bid item 0003 is not awarded, Base Bid will include native grass seed at location of gravel along pathways. If Option Bid Item 0004 is not awarded, Base Bid will include native grass seed in that location. If Option Bid Item 0005 is not awarded, Base Bid will include native grass seed in that location. Base Bid Stipulated Sum for entire work shall include all costs for soil mixing work, fundamental commissioning, including overhead, profit, taxes, bonds, insurance, test reports and records for all soil-cement columns indicated in drawings.

Item No. 0002 - Demolition of Existing E.C. Killin Elementary School, Bid Item No. 0002, Construction:

Demolish and dispose of existing E.C. Killin Elementary School. Demolition entails the removal of all above and below ground construction associated with the existing school building. This includes, but is not limited to, the following systems: existing exterior construction; existing superstructure; existing pavements and landscaping; existing foundations;

existing mechanical, plumbing and electrical, and removal of utilities as indicated on drawings. Any existing construction to be abandoned in place must be documented and located for Government records. Site demolitoin work to include, but not limited to, the removal of all existing roadways, driveways , sidewalks, above ground utilities, fire hydrants, gate balves and abandoned utility lateral inmpacted by the new construction.

OPTIONAL BID ITEMS (Refer to Sheet G102 for identification and location of Option Bid Items):

Item No. 0003 - Canopies (excluding portion of Main Entrance), Bid Item No. 0003, Construction:

See drawing sheets G102 and S122 for demarcation between Optional Bid Item and Base Bid Item 0001. Provide all scope of work associated with the construction of the canopies as indicated on the Contract Documents, excluding a portion of the Main Entrance canopy included in Bid Item No.

0001, work for this option occurs during Phase II. Base bid will include native grass seed at locations of gravel along the edges of the canopies.

Underground drainage for the canopies is included within this bid option.

Item No. 0004 - Selected Landscape/ Hardscape Areas #1, Bid Item No. 0004, Construction:

Provide all scope of work associated with the construction of the Selected Landscape/ Hardscape Areas for Demonstration Garden, Rain Barrel Collection and Outdoor Classroom and associated Teaching Tool Signage components. Base bid will include native grass seed at these locations.

Provide all scope of work associated with the construction Special Landscape Paving graphics at Outdoor Basketball Court and Building Edge.

Base bid includes exposed/sealed concrete at these locations. If awarded, the work for this bid item will occur during Phase I and/or Phase II as appropriate for the location of the work (see drawing sheets G-102) per to the phasing plans (see drawing sheets GC101 and GC102).

RTA Design SECTION 01 10 26.70 33 Page 3 April 16, 2016

Item No. 0005 - Selected Landscape/ Hardscape Areas #2, Bid Item No. 0005, Construction:

Provide all scope of work associated with the construction of Selected Landscape/ Hardscape Areas for Learning Trail and associated Teaching Tool Signage components. Base bid includes native grass seed at these locations. Provide all scope of work associated with the construction of the Selected Landscape/ Hardscape Areas for Butterfly Garden, Sensory Garden, Reflexology Path, and Birdwatching Station with each associated Teaching Tool Signage components. Base bid will include native grass seed at these locations . If awarded, work for this bid item will be performed under Phase II and Phase III as appropriate for constructability.

Item No. 0006 - Season TWO Commissioning, Bid Item No. 0006, Construction:

Section 01 91 00.00 40 GENERAL COMMISSIONING REQUIREMENTS including the Commissioning Plan. The Season Two Commissioning will be conducted after completion and occupancy of the building. This work will occur between two and eight months after the Base Bid commissioning activities. The entire commissioning team, as outlined in the Commissioning Plan, should be available for this work, but the majority of the work will be completed by the Direct Digital Control contractor and the commissioning authority.

Item No. 0007 - Permanent Access Road, Bid item No. 0007, Construction:

Drawings CS103B, CS105A, CG103B, CG105B and S312 outline requirements for a permanent roadway from the east to the school. This concrete roadway shall meet the design parameters for both retention and slope as described in the above mentioned documents. Work includes but is not limited to;

utility relocation, subgrade improvements required for bid option foundation, wall drainage systems and connection to the site utilities and temporary shoring/retention. Not included in this option is the temporary parking and lighting as those are part of the base bid pricing. No additional regrading would be needed between the temporary parking and site, as restoration is not needed for permanent drive. See drawings for areas to be restored.

-- End of Section --

RTA Design SECTION 01 10 26.70 33 Page 4 April 16, 2016

SECTION 01 11 00

SUMMARY OF WORK

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.

ASTM INTERNATIONAL (ASTM)

ASTM E2114 (2008) Standard Terminology for Sustainability Relative to the Performance of Buildings

U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA)

Energy Star (1992; R 2006) Energy Star Energy Efficiency Labeling System

U.S. GREEN BUILDING COUNCIL (USGBC)

LEED NC (2009) Leadership in Energy and Environmental Design(tm) New Construction Rating System

1.2 DEFINITIONS

Definitions pertaining to sustainable development are as defined in ASTM E2114, 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.

1.3 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

RTA Design SECTION 01 11 00 Page 1 April 16, 2016 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

Upon receipt of Government Furnished Equipment, the Contractor shall submit records in accordance with paragraph entitled, "Government Furnished Property," of this section.

Submit the following items to the Contracting Officer:

Utility Outage Requests Utility Connection Requests Excavation Permits Welding Permits

SD-07 Certificates

Energy Performance Rating

1.4 WORK COVERED BY CONTRACT DOCUMENTS

1.4.1 Project Description

The work includes E.C. Killin Elementary School and incidental related work.

1.4.2 Location

The work shall be located at the Camp Foster, Okinawa, Japan, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.5 CONTRACT DRAWINGS

Electronic drawings will be provided to the Contractor from the government. All hard copies shall be printed by the Contractor.

Contractor shall provide government with two half size sets of documents bound in a book style format. Reference publications will not be furnished.

Contractor shall immediately check furnished drawings and notify the Government of any discrepancies.

1.6 WORK RESCHEDULING

Contractor shall allow for a maximum of 30 calendar days where construction activity is prohibitive. Further allowance for 15 calendar days of excavation and subsurface activity abeyance shall be imposed where other construction activities are permitted. Government will provide 24 hour notification each time the restrictions are invoked.

Normal working hours are Monday through Saturday, 0800 hours through 1700 hours. Work on Saturdays, Federal Holidays, and other than normal working hours may be arranged if coordinated three (3) calendar days in advance and if approved.

RTA Design SECTION 01 11 00 Page 2 April 16, 2016

1.7 PROJECT ENVIRONMENTAL GOALS

Contractor shall distribute copies of the Environmental Goals to each subcontractor and the Contracting Officer. The overall goal for design, construction, and operation is to produce a building that meets the functional program needs and incorporates the principles of sustainability. Specifically:

a. Preserve and restore the site ecosystem and biodiversity; avoid site degradation and erosion. Minimize offsite environmental impact.

b. Use the minimum amount of energy, water, and materials feasible to meet the design intent. Select energy and water efficient equipment and strategies.

c. Use environmentally preferable products and decrease toxicity level of materials used.

d. Use renewable energy and material resources.

e. Optimize operational performance (through commissioning efforts) in order to ensure energy efficient equipment operates as intended.

Consider the durability, maintainability, and flexibility of building systems.

f. Manage construction site and storage of materials to ensure no negative impact on the indoor environmental quality of the building.

g. Reduce construction waste through reuse, recycling, and supplier take-back.

1.7.1 Independent Verification

1.7.1.1 US Green Building Council (USGBC) - LEED(tm) Rating System

Provide completed project in compliance with USGBC LEED-NC(tm) 2009 ( LEED NC), level silver requirements.

1.7.1.2 EPA Energy Performance Rating

Provide work consistent with drawings in order to meet Energy Star in accordance with design.

1.8 OCCUPANCY OF PREMISES

Building(s) will not be occupied during performance of work under this Contract.

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

1.9 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.

RTA Design SECTION 01 11 00 Page 3 April 16, 2016

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.

1.10 ON-SITE PERMITS

1.10.1 Utility Outage Requests and Utility Connection Requests

On-site permits shall be submitted per the MCB Butler requirements procedures.

Notify the Contracting Officer at least 30 days prior to starting excavation work. Contractor is responsible for marking and verifying all utilities not marked.

The Contractor shall verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated or specified to be removed. But indicated in locations to be transversed by piping, ducts, and other work to be installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

Work shall be scheduled to hold outages to a minimum.

Utility outages and connections required during the prosecution of work that affect existing systems shall be arranged for at the convenience of the Government and shall be scheduled outside the regular working hours or on weekends.

Contracting Officer may permit utility outages at his discretion.

Contractor shall not be entitled to additional payment for utility outages and connections required to be performed outside the regular work hours.

Requests for utility outages and connections shall be made in writing to the Contracting Officer at least 30 days in advance of the time required.

Each request shall state the system involved, area involved, approximate duration of outage, and the nature of work involved.

1.10.2 Excavation, and Welding Permits

ACTIVITY SUBMISSION DATE SUBMISSION FORM

Excavation Permits 30 calendar days prior to work per KO

Welding Permits 7 calendar days prior to work per KO

Permits shall be posted at a conspicuous location in the construction area.

Burning of trash or rubbish is not permitted at on project site.

1.11 LOCATION OF UNDERGROUND FACILITIES

Obtain digging permits prior to start of excavation by contacting the

RTA Design SECTION 01 11 00 Page 4 April 16, 2016

Contracting Officer 30 calendar days in advance . Scan the construction site with Ground Penetrating Radar and electromagnetic or sonic equipment, and mark the surface of the ground, pier deck or paved surface where existing underground utilities or utilities encased in pier structures are discovered. Verify the elevations of existing piping, utilities,and any 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.

1.11.1 Notification Prior to Excavation

Notify the Contracting Officer at least 30 days prior to starting excavation work. Contact Contracting Officer in writing 72 hours prior to excavation.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

RTA Design SECTION 01 11 00 Page 5 April 16, 2016

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 GENERAL

1.1 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

List of Contact Personnel; G

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. Site shall be ready for operation as approved by Contracting Officer before work is started.

b. Permission to interrupt any Activity roads, railroads, and/or utility service shall be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Ingress and egress of Contractor vehicles at the Activity is limited to the Government identified gate. No deliveries between 8:00 to 9:00 am and 2:30 to 3:30 pm. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. The Contractor's equipment shall be conspicuously marked for identification.

1.3.1.1 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.

1.3.1.2 Identification Badges and Installation Access

Application for and use of badges will be as directed. Obtain access to the installation by obtaining passes each day from the Base Pass and Identification Office. Costs for obtaining passes are the responsibility of the Contractor. One-day passes, issued through the Base Pass and Identification Office, will be furnished without charge. Furnish a completed EMPLOYMENT ELIGIBILITY VERIFICATION (DHS FORM I-9) form for all personnel requesting badges. This form is available at

RTA Design SECTION 01 14 00 Page 1 April 16, 2016 http://www.uscis.gov/portal/site/uscis by searching or selecting Employment Verification (Form I-9). Immediately report instances of lost or stolen badges to the Contracting Officer.

a. One-Day Passes: The Contractor's personnel will have to obtain daily passes, be subject to daily mandatory vehicle inspection, and will have limited access to the installation. The Government will not be responsible for any cost or lost time associated with obtaining daily passes or added vehicle inspections incurred.

1.3.1.3 Employee List

The Contractor shall provide to the Contracting officer, in writing, the names of two designated representatives authorized to request personnel and vehicle passes for employees and subcontractor's employees prior to commencement of work under this contract.

1.3.1.4 Personnel Entry Approval

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

1.3.1.5 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installations except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.3.2 Emergency Response Requirement

The may have a requirement for all personnel to take shelter for personal safety in the event of certain emergencies. This policy includes Contractors, Subcontractors, and any person who is employed by the Contractor.

The most appropriate protective action for certain emergencies is to take shelter. Personnel shall immediately seek shelter while an assessment is made of the threat and determinations are being made regarding subsequent actions such as "all clear" or selected building evacuations. The following procedures have been put in place in the event of an emergent condition.

1. NOTIFICATION: The primary means of alerting personnel shall be emergency alert signals. The alerting signal to seek shelter shall be three steady tones that last for thirty seconds separated by ten seconds of silence. The notification for "all clear" shall be three short tones repeated three times.

2. SHELTERING: When personnel hear the alert signal, the area of work must be secured in a manner that will leave the site in safe condition.

Personnel shall seek shelter in the nearest occupied building in calm and orderly manner. If possible, secure all windows and doors and shut off ventilation. If working aboard ship, proceed into the interior of the ship and wait for further directions from official personnel. If in a vehicle, park the vehicle so that it does not block the normally traveled portion of the road and proceed into the nearest occupied building.

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3. EVACUATION: In the event of an evacuation, personnel shall receive directions from team members of the Crowd Control Center (CCC) or the building custodian acting on the directions from the CCC. Contract personnel shall comply with instructions given at all times.

1.3.3 Entry to Radiologically Controlled Areas

1.3.3.1 Radioactive Materials and Equipment

All testing equipment, containing a radioactive source, shall be operated in accordance with an approved radioactive equipment plan. This plan shall be submitted to the Contracting Officer and approved by the Radiation Officer (Code 105.5), prior to bringing the equipment into the shipyard. This plan shall include:

a. The name and type of equipment.

b. The type and size of radiation source.

c. The dates and locations of the equipment's usage.

d. The radiological controls that the Contractor will use while operating the equipment.

A different radioactive equipment plan will be required for each different type of equipment, type of radioactive source, or size of radioactive source. A data sheet of for each piece of new radioactive equipment shall be submitted to the Contracting Officer to forward to the shipyard's Radiation Safety Officer. The data sheet shall contain the following information:

a. Name of equipment.

b. Name and address of equipment manufacturer.

c. Type and size of radiation source.

d. The location of the installed radioactive equipment (i.e. building no., floor, code/shop area).

1.3.4 Working Hours

Normal working hours are Monday through Saturday, 0800 hours through 1700 hours.

1.3.5 Work Outside Regular Hours

Work on Federal Holidays and other than normal working hours may be arranged if coordinated three (3) calendar days in advance and if approved.

1.3.6 Exclusionary Period

No work shall be performed during the period established by the Contracting Officer, inclusive, without prior written approval of the Contracting Officer. This period has not been considered in computing the time allowed for he performance of this contract.

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1.3.7 Utility Cutovers and Interruptions

a. Utility outages requires advance notice in writing. Refer to Section 01 11 00 SUMMARY OF WORK. Work that requires a shutdown shall be performed on weekends or when school is not in session.

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, heating, fire alarm, compressed air, and shall be considered utility cutovers pursuant to the paragraph entitled "Work Outside Regular Hours." Such interruption shall be further limited to 4 hours. This time limit includes time for deactivation and reactivation.

d. Operation of Station Utilities: The Contractor shall not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The Contractor shall notify the Contracting Officer giving reasonable advance notice when such operation is required.

1.4 SECURITY REQUIREMENTS

Contract Clause "FAR 52.204-2, Security Requirements and Alternate II," "FAC 5252.236-9301, Special Working Conditions and Entry to Work Area."

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

RTA Design SECTION 01 14 00 Page 4 April 16, 2016

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 as directed by the Contracting Officer.

Provide a detailed breakdown of the contract price, giving quantities for each of the various kinds of work, unit prices, and extended prices.

Costs shall be summarized and totals provided for each construction category.

1.3.2 Schedule Instructions

Payments will not be made until the Schedule of Prices has been submitted to and accepted by the Contracting Officer. Identify the cost for site work, and include incidental work to the 1.5 m line. Identify costs for the building(s), and include work out to the 1.5 m line. Work out to the

1.5 m line shall include construction encompassed within a theoretical line

1.5 m from the face of exterior walls and shall include attendant construction, such as pad mounted HVAC cooling equipment, cooling towers, and transformers placed beyond the 1.5 m line.

1.3.3 Real Property Assets

The Government will provide the Draft DD Form 1354, Transfer and

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Acceptance of Military Real Property filled in with the appropriate Real Property Unique Identifiers (RPUID) and related construction Category Codes to summarize the designed real property assets that apply to this contract. The Contractor shall meet with the Contracting Officer and the Real Property Accounting Officer during the Pre Construction Meeting and the Project Closeout Meetings to modify and include any necessary changes to the DD Form 1354. The Contractor shall provide the Interim DD Form 1354 that uses the appropriate division of the RPUIDs/ Category Codes to represent the final constructed facility and include all associated cost.

Coordinate the Contractor's Price and Payment structure with the structure of the RPUIDs/ Category Codes.

Divide detailed asset breakdown into the RPUIDs and related construction Category Codes and populate associated costs which represent all aspects of the work. Where assets diverge into multiple RPUID/ Category Codes, divide the asset and provide the proportion of the assets in each RPUID/ Category Code. Assets and related RPUID/ Category Codes may be modified by the Contracting Officer as necessary during course of the work.

Coordinate identification and proportion of these assets with the Government Real Property Accounting Officer.

Cost data accumulated under this section are required in the preparation of DD Form 1354.

1.3.4 Schedule Requirements for HVAC TAB

The field work Section 23 05 93 TESTING, ADJUSTING AND BALANCING shall be broken down in the Schedule of Prices and in the Construction Progress Documentation by separate line items which reflect measurable deliverables. Specific payment percentages for each line item shall be determined on a case by case basis for each contract. The line items shall be as follows:

a. Approval of Design Review Report: The TABS Agency is required to conduct a review of the project plans and specifications to identify any feature, or the lack thereof, that would preclude successful testing and balancing of the project HVAC systems. The resulting findings shall be submitted to the Government to allow correction of the design. The progress payment shall be issued after review and approval of the report.

b. Approval of the pre-field engineering report: The TABS Agency submits a report which outlines the scope of field work. The report shall contain details of what systems will be tested, procedures to be used, sample report forms for reporting test results and a quality control checklist of work items that must be completed before TABS field work commences.

c. Season I field work: Incremental payments are issued as the TABS field work progresses. The TABS Agency mobilizes to the project site and executes the field work as outlined in the pre-field engineering report. The HVAC water and air systems are balanced and operational data shall be collected for one seasonal condition (either summer or winter depending on project timing).

d. Approval of Season I report: On completion of the Season I field work, the data is compiled into a report and submitted to the Government. The report is reviewed, and approved, after ensuring compliance with the pre-field engineering report scope of work.

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e. Completion of Season I field QA check: Contract QC and Government representatives meet the TABS Agency at the jobsite to retest portions of the systems reported in the Season I report. The purpose of these tests are to validate the accuracy and completeness of the previously submitted Season I report.

f. Approval of Season II report: The TABS Agency completes all Season II field work, which is normally comprised mainly of taking heat transfer temperature readings, in the season opposite of that under which Season I performance data was compiled. This data shall be compiled into a report and submitted to the Government. On completion of submittal review to ensure compliance with the pre-field engineering report scope, progress payment is issued. Progress payment is less than that issued for the Season I report since most of the water and air balancing work effort is completed under Season I.

1.4 CONTRACT MODIFICATIONS

In conjunction with the Contract Clause "DFARS…