RTA Specs_W912HV21R0006.pdf

APSI – Fuel Receipt and Distribution Upgrades W912HV-17-D-0010 Yokota Air Base, Japan Ready To Advertise Design Submittal

Specifications APSI - Fuel Receipt and Distribution Upgrades

Yokota Air Base, Japan

A/E CONTRACT NUMBER:

W912HV-17-D-0010

205 NORTH MICHIGAN, Suite 3800

CHICAGO, ILLINOIS 60601

TELEPHONE: 312-616-7500

APRIL 2021

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00.00 10 GENERAL CONTRACT REQUIREMENTS

ATTACHMENT A GFP

01 22 00.00 10 PRICE AND PAYMENT PROCEDURES

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

ATTACHMENT B ENG FORM 4025-R

ATTACHMENT C SUBMITTAL REGISTER

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

ATTACHMENT D ACCIDENT PREVENTION PLAN

ATTACHMENT E PROPOSED CONSTRUCTION OBSTACLE EVALUATION WORKSHEET

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 42 15 METRIC MEASUREMENTS

01 45 00.00 10 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 45 35 SPECIAL INSPECTIONS

ATTACHMENT F SCHEDULE OF SPECIAL INSPECTIONS

ATTACHMENT G STATEMENT OF SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

ATTACHMENT H CONSTRUCTION PROJECT SIGN

ATTACHMENT I TEMPORARY TOILET FACILITY

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS - MASTER DRAFT

01 57 19.01 TEMPORARY ENVIRONMENTAL CONTROLS - YOKOTA AIR BASE

ATTACHMENT J ENVIRONMENTAL SOIL SAMPLING AND ANALYSIS REPORT

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

ATTACHMENT K DD1354

01 78 23 OPERATION AND MAINTENANCE DATA

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 41 00 DEMOLITION

02 65 00 UNDERGROUND STORAGE TANK REMOVAL

02 82 13.00 10 ASBESTOS ABATEMENT - MASTER DRAFT

02 83 13.00 20 LEAD IN CONSTRUCTION - MASTER DRAFT

DI VI SI ON 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

03 45 33 PRECAST STRUCTURAL CONCRETE

DI VI SI ON 05 - METALS

05 12 00 STRUCTURAL STEEL

05 30 00 STEEL DECKS

DI VI SI ON 09 - FI NI SHES

09 97 13.15 LOW VOC POLYSULFIDE INTERIOR COATING OF WELDED STEEL

PETROLEUM FUEL TANKS

09 97 13.27 EXTERIOR COATING OF STEEL STRUCTURES

DI VI SI ON 10 - SPECI ALTI ES

10 44 16 FIRE EXTINGUISHERS

DI VI SI ON 22 - PLUMBI NG

22 00 00 PLUMBING, GENERAL PURPOSE

DI VI SI ON 23 - HEATI NG, VENTI LATI NG, AND AI R CONDI TI ONI NG ( HVAC)

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

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

DI VI SI ON 26 - ELECTRI CAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 08 00 APPARATUS INSPECTION AND TESTING

26 11 16.00 33 THREE-PHASE, CUBICLE-TYPE PAD-MOUNTED TRANSFORMER

ATTACHMENT L AMRS METER SPECIFICATIONS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 24 13 SWITCHBOARDS

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 32 15.00 10 DIESEL-GENERATOR SET STATIONARY 100-2500 KW, WITH

AUXILIARIES

26 41 00 LIGHTNING PROTECTION SYSTEM

26 42 19.00 20 CATHODIC PROTECTION BY IMPRESSED CURRENT

26 56 00 EXTERIOR LIGHTING

DI VI SI ON 31 - EARTHWORK

31 00 00 EARTHWORK

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 11 20 BASE COURSE FOR RIGID AND SUBBASES FOR FLEXIBLE PAVING

32 11 23 AGGREGATE BASE COURSES

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

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 17 23 PAVEMENT MARKINGS

32 31 13.53 HIGH-SECURITY CHAIN LINK FENCES AND GATES

32 92 19 SEEDING

32 92 23 SODDING

DI VI SI ON 33 - UTI LI TI ES

33 08 55 FUEL DISTRIBUTION SYSTEM START-UP (NON-HYDRANT)

ATTACHMENT M EQUIPMENT TESTS

ATTACHMENT N PERFORMANCE TESTING

33 09 52 FUEL PUMP CONTROL AND ANNUNCIATION SYSTEM (NON-HYDRANT)

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 40 00 STORM DRAINAGE UTILITIES

33 52 23.15 POL SERVICE PIPING WELDING

33 52 40 FUEL SYSTEMS PIPING (NON-HYDRANT)

33 52 43.14 AVIATION FUEL CONTROL VALVES

33 52 43.23 AVIATION FUEL PUMPS

33 56 10 FACTORY-FABRICATED FUEL STORAGE TANKS

33 57 55 FUEL SYSTEM COMPONENTS (NON-HYDRANT)

33 58 00 LEAK DETECTION FOR FUELING SYSTEMS

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DI VI SI ON 34 - TRANSPORTATI ON

34 11 00 RAILROAD TRACK AND ACCESSORIES

-- End of Project Table of Contents --

APSI - Fuel Receipt and Distribution Upgrades W912HV-17-D-0010 Yokota Air Base, Japan

SECTION 01 11 00.00 10

GENERAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 DEFINITIONS

The term "Government" refers to "United States Government" whenever the term "Government" appears in this Contract, unless otherwise indicated within the Contract.

1.2 REFERENCES

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

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 (2013) Standard for Portable Fire Extinguishers

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

1.3 SUBMITTALS

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

submittals not having a "G" designation are for information only . Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Initial Site Conditions Photos Key Personnel Qualifications; G

SD-07 Certificates

Monthly Progress Photos;

SD-11 Closeout Submittals

Construction Completion Photos;

1.4 ACCEPTABLE ALTERNATIVES JAPANESE STANDARDS

Attachment 01 11 00.00 10-A provides a listing of "Acceptable Alternative Japanese Standards" which are considered acceptable (authorized by the contract) alternatives to the US standards within the Contract specifications. Other portions of the specifications also authorize the

Conformed Set SECTION 01 11 00.00 10 Page 1 use of specified acceptable alternative Japanese standards. The use of products not meeting the applicable US standards of the Contract or alternative Japanese standards specifically authorized by the Contract is prohibited unless authorized by the Contracting Officer. Japanese standards not identified in these specifications as being acceptable alternatives to US standards may be submitted to the Contracting Officer for consideration as acceptable alternatives after award using the variation request process set forth in Section 01 33 00 SUBMITTAL PROCEDURES. Prior to the use of such proposed additional alternative Japanese standards, written approval by the Contracting Officer is required. Incorporation of methods, materials, and equipment that that will promote cost-effective and timely maintenance, and that are otherwise authorized by the contract, is highly encouraged.

1.5 GOVERNMENT FURNISHED CONTRACTOR INSTALLED ITEMS

Attachment 01 11 00.00 10-B "Government Furnished Property" provides the items that shall be Government Furnished, Contractor Installed (GFCI).

1.6 MANDATORY U.S. TESTED PRODUCTS

The following items shall meet U.S. testing methods (e.g. UL listed, FM approved, ASTM, etc.) and shall be labeled as required. These items shall not be substituted with Japanese testing methods (e.g. JIS, JASS, etc.)

for certification:

a. Fire suppression systems, including valves, alarm valves, sprinklers (pipes and fittings of Japanese manufacturer may meet the function requirements). Fire suppression systems includes wet chemical, dry chemical, mist, deluge, pre-acion, foam, and clean agent, in addition to standard sprinkler systems.

b. Fire pumps, including motors, controllers, drives, and valves.

c. Fire alarm and mass notification systems, including panels, initiating devices, notification appliances, smoke alarms (conductors and conduits of Japanese manufacturer may meet the functional requirements).

d. Engineering technician requirements for development of fire suppression systems and alarm system shop drawings, calculations, and material submittals.

e. Fire doors, smoke doors, and frames.

f. Fire dampers and smoke dampers.

g. Interior finishes with flame spread and smoke development ratings required for installation of rated assemblies.

h. Insulation with flame spread and smoke development ratings.

i. Fire proofing and fire stopping materials.

j. Plenum rated cables.

k. Domestic water supply piping in the building and plumbing fixtures that directly dispense potable drinking water (NSF stamped and/or labeled). Japanese plumbing fixtures that do not directly dispense

Conformed Set SECTION 01 11 00.00 10 Page 2 potable drinking water are allowed, such as urinals and water closets.

1.7 KEY PERSONNEL QUALIFICATIONS

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

1.7.1 Project Manager

The Project Manager shall have a minimum of three (3) years experience as a Project Manager on construction projects similar in size and scope to this Contract. The Project Manager shall maintain oversight of Contract proposals prepared by the Contractor staff and be authorized to negotiate Contract terms and sign Contract documents on behalf of the Contractor.

The project manager does not need to be present on the site daily, but shall attend weekly progress meetings and be available on site within 24 hours upon request.

1.7.2 Project Superintendent (Supervisor)

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

a. U. S. Regi st er ed St r uct ur al Engi neer or U. S. Regi st er ed Ar chi t ect or 1 Kyu Kenchi kushi ( 1st Cl ass Qual i f i ed Ar chi t ect ) .

b. U. S. Regi st er ed Ci vi l Engi neer or 1 Kyu Doboku Sekou Kanr i gi shi ( 1st Cl ass Ci v i l Engi neer i ng Wor ks Management Engi neer ) .

c. U. S. Regi st er ed Mechani cal or El ect r i cal Engi neer or 1 Kyu Kankouj i Sekou Kanr i gi shi ( 1st Cl ass Bui l di ng Mechani cal and El ect r i cal Engineer).

d. U. S. Regi st er ed El ect r i cal Engi neer or 1 Kyu Denki kouj i Sekou Kanr i gi shi ( 1st Cl ass El ect r i c Const r uct i on Management Engi neer ) .

1.7.3 English Speaking Representative (Interpreter)

At all times during the Contract period the Contractor shall have an employee capable of fluent bilingual speech in the Japanese and English

Conformed Set SECTION 01 11 00.00 10 Page 3 languages at the job site. The bilingual interpreter shall have the capability to receive and issue concise and technical explanation and instructions between the Government representative(s) and Contractor supervisory personnel concerning all aspects of Contract administration and construction. Within fifteen (15) days after notice of Contract award, the Contractor shall submit in writing to the Contracting Officer's Representative the qualifications and background history of the proposed interpreter for approval. The Contracting Officer's Representative shall have the explicit right to determine acceptability or rejection of the proposed individual. In addition, the Contractor shall be responsible to replace said individual upon notification by the Government should performance become inadequate during the Contract period. The interpreter shall attend the preconstruction conference.

1.7.4 Contractor Quality Control

1.7.4.1 Contractor Quality Control System Manager (CQCSM)

The CQC System Manager is required to be a graduate of an accredited college with an engineering, architecture, or construction management degree, with a minimum of 5 years construction experience on construction of similar size and scope to this Contract. Refer to Section 01 45 00.00 10 QUALITY CONTROL, Paragraph "CQC System Manager" for additional requirements.

1.7.4.2 Contractor Quality Control Personnel

The following Contractor Quality Control (CQC) Personnel are required:Civil, Mechanical, Electrical, Structural, Architectural.

See Section 01 45 00.00 10 QUALITY CONTROL for qualification requirements for CQC personnel. These individuals or specialized technical companies may be employed by the prime contractor or a subcontractor on this project. These individuals shall have no other duties other than quality control. A single person cannot cover more than one area.

1.7.5 Site Safety and Health Officer (SSHO)

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS.

1.8 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

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

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

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

b. The listing below defines the monthly anticipated adverse weather days for the Contract period and is based upon 20th Weather Squadron (MAC), Conformed Set SECTION 01 11 00.00 10 Page 4

U.S. Air Force; Iwakuni U.S. Marine Corps Air Station, Weather Service; Sasebo Naval Pacific Meteorology and Oceanography Detachment;

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

MONTHLY ANTICIPATED ADVERSE WEATHER DELAYS

WORK DAYS BASED ON (5) DAY WORK WEEK

Kanto Plain

JAN 1

FEB 3

MAR 6

APR 6

MAY 4

JUN 9

JUL 6

AUG 6

SEP 7

OCT 5

NOV 4

DEC 1

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

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

d. The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in paragraph (b), above, the Contracting Officer shall convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the Contract clause entitled "DEFAULT

(FIXED PRICE CONSTRUCTION)".

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

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

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

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

Conformed Set SECTION 01 11 00.00 10 Page 5

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

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

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

1.9 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 laws, codes, and regulations (including the requirements of material, prefectural, and local Government of Japan, and associated military installation) applicable to the performance of work.

The Contractor shall also be responsible for all damages to persons or property that occur as a result of the Contractor's fault or negligence.

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

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

1.9.1 Temporary Construction Waiver

Prior to starting work, the contractor shall work with the Contracting Officer for providing all documents necessary for approval of a temporary construction waiver. A temporary construction waiver is required when one or more elements of a construction project (equipment, facilities, personnel,etc.) violates criteria in UFC 3-260-01. The contractor shall fill out an FAA Form 7460-1 Notice of Proposed Construction or Alteration and/or other documents required by Yokota Air Base. Temporary construction waivers must be approved before construction activities begin. The Installation Commander is the approval authority for construction waivers.

At a minimum, the temporary construction waiver package shall include the following information (also available for reference in UFC 3-260-01, Appendix B). Coordinate with the Contracting Officer for specific base requirements, questions, processing times, routing needed for approval.

1. Criteria to be waived. Reference publication, paragraph, and page number of the specific criteria to be waived.

2. Alternatives Courses of Action (COA) Describe any alternatives courses of actions that were consideratd when developing the solution proposal and why they were not acceptable for meeting the purpose and need of the proposal /action.

3. Rationale/Justification of Selected COA. Explain the rationale for

Conformed Set SECTION 01 11 00.00 10 Page 6 the selected COA and why the approving official should accept the risks associated with the proposal.

4. Risk Assessment. Complete the AF Form 4437 Deliberate Risk Assessment Worksheet. Utilize a cross functional team to complete the risk assessment. Contributing organizations may include civil engineering, safety, airfield operations and others as appropriate.

The risk analysis should include a detailed explanation of the methodology used, data considered, and rationale for determining the risk.

5. Graphics. Pictures, diagrams, and charts must clearly illustrate condition, distances, imaginary surfaces, clear zones, etc.

6. Federal Aviation Administration (FAA) Notification. Include if required per Title 14, Code of Federal Regulations (CFR), Part 77.

7. Proof of Coordination. The waiver preparer documents installation coordination from the appropriate stakeholders, for example: Safety, Operations Support, Maintenance, terminal instrument procedures (TERPS),Security Forces, Communications, Civil Engineering (and any other organizations that the installation feels should coordinate on the waiver request) before requesting approval from the installation commander.

1.10 SPECIAL CONTRACT REQUIREMENTS

1.10.1 Meetings

a. Post Award Orientation. A post award orientation (often referred to as a Preconstruction Conference) 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. Weekly Progress Meetings. A weekly progress meeting shall be conducted, with the day, time, and location to be determined at the Preconstruction Conference. The Contractor's Project Manager, Superintendent, Interpreter, and Quality Control Manager shall attend. Representatives from the Government may include, but are not limited to, Director of Public Works/Facilities Engineering personnel, Project's Resident Office personnel, and Project Manager. The Contractor shall be prepared to discuss 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. Provide the meeting agenda for review 24 hours prior to the meeting, take notes during the meeting, and provide electronic copies of the meeting minutes in English within 24 hours of the progress meeting for review.

c. Red Zone Meeting. A Red Zone meeting shall be conducted for Contracts with a value in excess of 55,000,000 JPY or those deemed sufficiently complex by the Contracting Officer to warrant one. The purpose of the Red Zone meeting is to discuss closeout requirements for the contract and to establish a timeline to get those items completed (see Section 01 78 00 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 Initital Red Zone is typically scheduled when project reached 75

Conformed Set SECTION 01 11 00.00 10 Page 7 percent completion milestone. Provide the meeting agenda for review 24 hours prior to the meeting, take notes during the meeting, and provide electronic copies of the meeting minutes in English within 24 hours of the Red Zone meeting.

d. Safety and Quality Control Meetings. Safety and quality control meetings shall be held as needed and determined by the Contractor.

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS and Section 01 45 00.00 10 USACE QUALITY CONTROL for specific requirements.

e. Construction Waste Management Meetings. See Section 01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT for requirements.

1.10.2 Site Access

Japan Rail Freight Company (JRFC), upon coordination with the prime contractor, shall have access to the site for personnel, equipment, and vehicles as necessary to inspect work in progress and maintain "existing to remain" rail lines.

1.11 PROGRESS AND COMPLETION PHOTOGRAPHS

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600 by 1200 by 24 bit true color 300 DPI minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project and 20 digital photographs at completion of project.

Submit the Initial Site Conditions Photos, Monthly Progress Photos, and Construction Completion Photos. Indicate photographs demonstrating environmental procedures. Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Include a date designator in file names. Cross reference submittals in the appropriate daily report. Photographs provided are for unrestricted use by the Government.

1.12 BASE REGULATIONS

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

1.12.1 Request for Contractor's Employee Passes and Vehicle Passes

No employee or representative of the Contractor shall be admitted to the work site without a Contracting Officer's furnished authorized admittance. Prior to the start of on-site work, submit applications for base passes to the Contracting Officer for key employees (project manager, site supervisor, interpreter, etc.) for long term DBIDS passes. The Contractor, with assistance from the Resident Office, is responsible for securing sufficient passes for other workers, including subcontractor's employees and vehicles, required to access the base for the project duration. Additional personnel data shall also be furnished.

Conformed Set SECTION 01 11 00.00 10 Page 8

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

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

1.12.2 No Smoking Policy

Smoking is prohibited 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 shall identify designated smoking areas.

1.12.3 Munitions and Explosives of Concern (MEC)

Munitions and Explosives of Concern (MEC): Unexploded Ordnance (UXO), Material Presenting a Potential Explosive Hazard (MPPEH), Chemical Agents (CA), or Discarded Military Munitions (DMM) on jobsites shall be treated as extremely dangerous and must be reported immediately. Follow the 3Rs:

RECOGNIZE, RETREAT, and REPORT. In the event MEC are discovered or uncovered, immediately stop work in that area and immediately inform the Contracting Officer's Representative. Contractor shall provide dispatch and Contracting Officer's Representative with specific location of the item. Contractor personnel shall stop work in the immediate vicinity of the discovery and maintain a minimum distance of 300 meters from the item.

Contractor shall maintain flexibility in redirecting personnel and work effort in the event that items possessing an explosive hazard are discovered and construction personnel are excluded from areas during the destruction/removal process.

1.13 ORDER OF WORK

1.13.1 Schedule

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

1.13.2 Working Hours

Normal Working Hours and Days are Monday through Friday, 0800 hours through 1700 hours.Saturday work is allowed on this contract and does not

Conformed Set SECTION 01 11 00.00 10 Page 9 require additional approvals. Notify the Contracting Officer at least three days in advance when scheduling Saturday work.

1.13.3 Noise and Vibration

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

1.13.4 Work Outside of Regular Hours

If the Contractor desires to carry on work outside the regular hours, on Sundays, or holidays, a written application shall be submitted to the Contracting Officer or his representative for approval. The Contractor shall allow three working days notice to enable satisfactory arrangements to be made by the Government for inspecting the work in progress. If work is to be accomplished after daylight hours, the Contractor shall illuminate the area in a manner approved by the Contracting Officer or their representative and in accordance with EM 385-1-1 . Unless directed by a Contracting Officer, work accomplished outside regular working hours shall be at no additional cost to the Government.

1.14 FIRE PREVENTION DURING CONSTRUCTION

1.14.1 General

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

1.14.2 Supply

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

After proper coordination with the Facility's Emergency Services (to confirm the maximum allowable quantities and location of storage), storage of additional product may be authorized.

1.14.3 Fire Extinguishers

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

Fire extinguishers shall remain the property of the Contractor and shall be removed upon completion of the project.

1.14.4 Housekeeping

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

1.14.5 Handling of Gasoline

Gasoline shall be stored in industry standard approved safety containers.

Adequate ventilation shall be provided to safely dispose of flammable vapors where flammable liquids are utilized. Gasoline powered equipment

Conformed Set SECTION 01 11 00.00 10 Page 10 shall be refueled a minimum 6 meters away from the building area.

1.14.6 Notification of Fire

Be familiar with methods for notifying the Installation Fire Department.

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

1.15 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 specifications and standards listed in these specifications. If no specification for a material needed to perform this contract are stated, the material shall be new, of acceptable industrial grade and quality, equal to or better than the manufacturer's original equipment for equipment being repaired or replaced, and will be compatible with existing materials and systems. All materials provided under this contract shall be free of asbestos, lead in paint, and PCB.

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

1.16 CORRESPONDENCE

All correspondence addressed to the Government shall be made through serialized letters furnished with one original and two copies. Serialized letters shall begin with the number S-0001 and shall be continuous without a break in numbering. Serialized letters shall include the contract title and number, date, subject, and shall be signed by an authorized representative of the Contractor.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

Conformed Set SECTION 01 11 00.00 10 Page 11

SECTION 01 22 00.00 10

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 GENERAL

Payment items for the work of this Contract for which payments shall be made are listed in the CONTRACT LINE ITEM NUMBER (CLIN) SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, are included in the listed job item most closely associated with the work involved. The price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, topographic surveys, cost of bond premiums, and for performing all work required by drawings and specifications for which separate payment is not otherwise provided. Work paid for under one item shall not be paid for under any other item. No separate payment shall be made for the work, services, or operations required by the Contractor, as specified in DIVISION 01, GENERAL REQUIREMENTS, to complete the project in accordance with these specifications; all costs thereof shall be considered as incidental to the work.

1.2 LINE ITEMS

1.2.1 CLIN 0001, Rail and Truck Offload Facility

1.2.1.1 Payment

Payment shall be made at the Contract job price for CLIN 0001 "Rail and Truck Offload Facility" for work completed including, but not limited to expand and upgrade the existing liquid fuel (LF) unloading facility to accommodate rail cars (existing capability) and fuel delivery trucks, and comply with current requirements. The system includes replacing the existing 32 rail station headers with 24 new headers, plus adding 8 truck offload headers. The new offload facility will include two drop tanks in below-ground concrete vaults with pumps and piping to connect to an existing nearby fuel facility. In addition, the existing back-up generator will need to be upgraded. Secondary containment with remote spill containment basin will be added. Truck access roads and an offload parking area with bypass lane and entry/exit gates will also be added. Lighting, utilities, yard piping, rail lines, and other components will be replaced or improved as needed to ensure a complete and usable facility. Demolition or relocation of some components of the existing facility will also be required, to include removing excess rail lines and track switches. Rail work also includes temporary removal of active rails to install buried fuel pipelines. Payment for work completed shall constitute full compensation of CLIN 0001, complete.

1.2.1.2 Unit of Measure

Unit of measure: job.

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1.2.2 CLIN 0002, Drop Tank Canopies (OPTION 1)

1.2.2.1 Payment

Payment shall be made at the Contract job price for CLIN 0002 "Drop Tank Canopies (OPTION 1)" for work completed including, but not limited to,Drop tank canopies. Provide 2 new steel frame canopies with access roof hatches, downspout, and lightning protection. Payment for work completed shall constitute full compensation of CLIN 0002, complete.

1.2.2.2 Unit of Measure

Unit of measure: job.

1.2.3 CLIN 0003, Additional Rail Demolition (OPTION 2)

1.2.3.1 Payment

Payment shall be made at the Contract job price for CLIN 0003 "Additional Rail Demolition (OPTION 2)" for work completed including, but not limited to, Additional rail demolition. Demolition of rails 4, 5, 6, and 9, including end of track structures. Payment for work completed shall constitute full compensation of CLIN 0003, complete.

1.2.3.2 Unit of Measure

Unit of measure: job.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 PROGRESS PAYMENT INVOICE

Requests for payment shall be submitted in accordance with Federal Acquisition Regulations (FAR) Subpart 32.9, entitled "PROMPT PAYMENT", and Paragraphs 52.232-5 and 52.232-27, entitled "Payments Under Fixed-Price Construction Contracts", and "Prompt Payment for Construction Contracts", respectively. In addition each request shall be submitted in the number of copies and to the designated billing office as shown in the Contract.

When submitting payment requests, the Contractor shall complete Blocks 1 through 12 of the "PROGRESS PAYMENT INVOICE" Form as directed by the Contracting Officer (provided in RMS CM). The completed form shall then become the cover document to which all other support data shall be attached.

One additional copy of the entire request for payment, to include the "PROGRESS PAYMENT INVOICE" cover document, shall be forwarded to a separate address as designated by the Contracting Officer.

The Contractor shall submit with each pay request, a list of subcontractors that have worked during that pay period. The listing shall be broken down into weeks, identifying each subcontractor that has worked during a particular week, and indicate the total number of employees that have worked on site for each subcontractor for each week. The prime Contractor shall also indicate the total number of employees for its on site staff for each week.

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Formal invoices shall be submitted every month between the first and the tenth of the month. Any invoice received after the tenth will be considered as not meeting the contract requirements and rejected. It may be resubmitted on the first of the following month.

3.2 CONTRACT COST BREAKDOWN

The Contractor must furnish within 30 days after the date of Notice to Proceed, and prior to the submission of its first partial payment estimate, a breakdown of its single job pay item or items which will be reviewed by the Contracting Officer as to propriety of distribution of the total cost to the various accounts. Any unbalanced items as between early and late payment items or other discrepancies will be revised by the Contracting Officer to agree with a reasonable cost of the work included in the various items. This contract cost breakdown will then be utilized as the basis for progress payments to the Contractor.

3.3 CONTRACT ADMINISTRATION

3.3.1 Contracting Officer (KO)

This Contract shall be administered by a Contracting Officer (KO) assigned to the U.S. Army Corps of Engineers, Japan Engineer District, APO AP 96338-5010.

3.3.2 Administrative Contracting Officer (ACO)

In accordance with the USACE Acquisition Instruction (UAI) Section 1.602-1-100, Administrative Contracting Officer(s) (ACO's) may be delegated a part of the Contracting Officer's authority to modify this Contract and perform Contract administration functions under Federal Acquisition Regulation (FAR) Section 42.302, subject to the authority and limitations set forth in the appointment and delegation letter.

3.3.3 Contracting Officer's Representative (COR)

The Contracting Officer may designate one or more individuals as his/her authorized representatives in administering this Contract. Refer to the clause in Section 00 70 00 CONDITIONS OF THE CONTRACT entitled CONTRACTING OFFICER'S REPRESENTATIVE (DFARS 252.201-7000) for the definition and limited authority of CORs.

3.4 DESIGNATED BILLING OFFICE

The designated billing office for this Contract is:

Yokota Resident Office U.S. Army Corps of Engineers, Japan Engineer District Unit 5101

APO AP 96328-5101

USAED-J

Unit 5101, Bldg 445 Yokota Air Base Fussa-City, Tokyo

197-0001 JAPAN

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SECTION 01 32 01.00 10

PROJECT SCHEDULE

02/15

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.

AACE INTERNATIONAL (AACE)

AACE 29R-03 (2011) Forensic Schedule Analysis

AACE 52R-06 (2006) Time Impact Analysis - As Applied in Construction

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1-1-11 (1995) Administration -- Progress, Schedules, and Network Analysis Systems

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only .Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Project Scheduler Qualifications; G

Preliminary Project Schedule; G

Initial Project Schedule; G

Periodic Schedule Update; G

1.3 PROJECT SCHEDULER QUALIFICATIONS

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating and production of reports. The authorized representative must have a minimum of 2-years experience scheduling construction projects similar in size and nature to this project with scheduling software that meets the requirements of this specification. Representative must have a comprehensive knowledge of CPM scheduling principles and application.

PART 2 PRODUCTS

2.1 SOFTWARE

The scheduling software utilized to produce and update the schedules required herein must be capable of meeting all requirements of this

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2.1.1 Government Default Software

The Government intends to use Primavera P6.

2.1.2 Contractor Software

Scheduling software used by the contractor must be commercially available from the software vendor for purchase with vendor software support agreements available. The software routine used to create the required sdef file must be created and supported by the software manufacturer.

2.1.2.1 Primavera

If Primavera P6 is selected for use, provide the "xer" export file in a version of P6 importable by the Government system.

2.1.2.2 Other Than Primavera

If the contractor chooses software other than Primavera P6, that is compliant with this specification, provide for the Government's use two licenses, two computers, and training for two Government employees in the use of the software. These computers will be stand-alone and not connected to Government network. Computers and licenses will be returned at project completion.

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to FAR Clause 52.236-15 Schedules for Construction Contracts. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required. The scheduling of construction is the responsibility of the Contractor. Contractor management personnel must actively participate in its development. subcontractors and suppliers working on the project must also contribute in developing and maintaining an accurate Project Schedule. Provide a schedule that is a forward planning as well as a project monitoring tool. Use the Critical Path Method (CPM) of network calculation to generate all Project Schedules.

Prepare each Project Schedule using the Precedence Diagram Method (PDM).

3.2 BASIS FOR PAYMENT AND COST LOADING

The schedule is the basis for determining contract earnings during each update period and therefore the amount of each progress payment. The aggregate value of all activities coded to a contract CLIN must equal the value of the CLIN.

3.2.1 Activity Cost Loading

Activity cost loading must be reasonable and without front-end loading.

Provide additional documentation to demonstrate reasonableness if requested by the Contracting Officer.

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3.2.2 Withholdings / Payment Rejection

Failure to meet the requirements of this specification may result in the disapproval of the preliminary, initial or periodic schedule updates and subsequent rejection of payment requests until compliance is met.

In the event that the Contracting Officer directs schedule revisions and those revisions have not been included in subsequent Project Schedule revisions or updates, the Contracting Officer may withhold 10 percent of pay request amount from each payment period until such revisions to the project schedule have been made.

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

Develop the Project Schedule to the appropriate level of detail to address major milestones and to allow for satisfactory project planning and execution. Failure to develop the Project Schedule to an appropriate level of detail will result in its disapproval. The Contracting Officer will consider, but is not limited to, the following characteristics and requirements to determine appropriate level of detail:

3.3.2 Activity Durations

Reasonable activity durations are those that allow the progress of ongoing activities to be accurately determined between update periods.

Less than 2 percent of all non-procurement activities may have Original Durations (OD) greater than 20 work days or 30 calendar days.

3.3.3 Procurement Activities

Include activities associated with the critical submittals and their approvals, procurement, fabrication, and delivery of long lead materials, equipment, fabricated assemblies, and supplies. Long lead procurement activities are those with an anticipated procurement sequence of over 90 calendar days.

3.3.4 Mandatory Tasks

Include the following activities/tasks in the initial project schedule and all updates.

a. Submission, review and acceptance of SD-01 Preconstruction Submittals (individual activity for each).

b. (When required by the contract) Submission, review and acceptance of features require design completion

c. Submission of mechanical/electrical/information systems layout drawings.

d. Long procurement activities

e. Submission and approval of O & M manuals.

f. Submission and approval of as-built drawings.

g. Submission and approval of DD1354 data and installed equipment lists.

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h. Submission and approval of Commissioning Plan, test data, and reports: Develop the schedule logic associated with testing and commissioning of mechanical systems to a level of detail consistent with the contract commissioning requirements. All tasks associated with all systems testing and commissioning will be completed prior to submission of commissioning report and subsequent contract completion.

i. Systems Commissioning - Functional Performance Testing.

j. Controls testing plan submission.

k. Controls testing.

l. Performance Verification testing.

m. Other systems testing, if required.

n. Contractor's pre-final inspection.

o. Correction of punch list from Contractor's pre-final inspection.

p. Government's pre-final inspection.

q. Correction of punch list from Government's pre-final inspection.

r. Final inspection.

s. Planned Utility Outages (electrical, water, gas, etc.).

t. Construction phasing plan

3.3.5 Government Activities

Show Government and other agency activities that could impact progress.

These activities include, but are not limited to: approvals, environmental permit approvals by State regulators, inspections, utility tie-in, Government Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements.

3.3.6 Standard Activity Coding Dictionary

Use the activity coding structure defined in the Standard Data Exchange Format (SDEF) in ER 1-1-11 . This exact structure is mandatory. Develop and assign all Activity Codes to activities as detailed herein. A template SDEF compatible schedule backup file is available on the QCS web site: http://rms.usace.army.mil .

The SDEF format is as follows:

Field Activity Code Length Description

1 WRKP 3 Workers per day

2 RESP 4 Responsible party

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Field Activity Code Length Description

3 AREA 4 Area of work

4 MODF 6 Modification Number

5 BIDI 6 Bid Item (CLIN)

6 PHAS 2 Phase of work

7 CATW 1 Category of work

8 FOW 20 Feature of work*

*Some systems require that FEATURE OF WORK values be placed in several activity code fields. The notation shown is for Primavera P6. Refer to the specific software guidelines with respect to the FEATURE OF WORK field requirements.

3.3.6.1 Workers Per Day (WRKP)

Assign Workers per Day for all field construction or direct work activities, if directed by the Contracting Officer. Workers per day is based on the average number of workers expected each day to perform a task for the duration of that activity.

3.3.6.2 Responsible Party Coding (RESP)

Assign responsibility code for all activities to the Prime Contractor, Subcontractor(s) or Government agency(ies) responsible for performing the activity.

a. Activities coded with a Government Responsibility code include, but are not limited to: Government approvals, Government design reviews, environmental permit approvals by State regulators, Government Furnished Property/Equipment (GFP) and Notice to Proceed (NTP) for phasing requirements.

b. Activities cannot…