Final Design_SPECS_Draft.pdf

Solicitation/Contract No. W912HV-24-B-0005

US Army Corps of Engineers

Japan District

P2# 502615 FY23 DLA DWCF VARIOUS

REPAIRS ON CHIMUWAN TANK FARMS 1, 2,

AND 3

OKINAWA, JAPAN

SPECIFICATIONS

RTA Submittal

05 APRIL 2024

DRAFT

DLA Chimuwan Tank Farms 1, 2, & 3

P2# 502615 FY23 DLA DWCF

23SF0004

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00.00 10 GENERAL CONTRACT REQUIREMENTS

01 20 00 PRICE AND PAYMENT PROCEDURES

01 32 01.00 10 02/15 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 00-A ENG FORM 4025

01 33 00-B SUBMITTAL REGISTER

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 26-A USACE ACCIDENT PREVENTION PLAN

CHECKLIST

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 42 15 METRIC MEASUREMENTS

01 45 00.00 10 11/16 QUALITY CONTROL

01 45 00.15 10 11/16 RESIDENT MANAGEMENT SYSTEM CONTRACTOR

MODE (RMS CM)

01 45 35 02/15 SPECIAL INSPECTIONS

01 45 35-A STATEMENT OF SPECIAL INSPECTIONS

01 45 35-B SCHEDULE OF SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 50 00-A PROJECT SIGNAGE

01 57 19 03/21 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE

MANAGEMENT

01 78 00 05/19 CLOSEOUT SUBMITTALS

01 78 00-A DD FORM 1354

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 08/22 DEMOLITION

02 82 00 04/22/22 ASBESTOS REMEDIATION

02 83 00 03/22 LEAD REMEDIATION

02 84 16 04/21 HANDLING OF LIGHTING BALLASTS AND

LAMPS CONTAINING PCBS AND MERCURY -

MASTER (Tailored for Japan)

DIVISION 03 - CONCRETE

03 01 00 02/18 REHABILITATION OF CONCRETE

03 30 00 02/19 CAST-IN-PLACE CONCRETE

DIVISION 05 - METALS

05 05 20 05/22 POST-INSTALLED CONCRETE AND MASONRY

ANCHORS

05 05 23.13 10 08/18 ULTRASONIC INSPECTION OF WELDMENTS

05 05 23.16 08/18 STRUCTURAL WELDING

05 12 00 08/18 STRUCTURAL STEEL

05 50 13 05/17 MISCELLANEOUS METAL FABRICATIONS

05 51 00 02/17, CHG 1: 05/17 METAL STAIRS AND PLATFORMS

05 51 33 02/16 METAL LADDERS

05 52 00 02/18 METAL RAILINGS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 13 53 02/16, CHG 1: 08/17 ELASTOMERIC SHEET WATERPROOFING

07 60 00 05/17 FLASHING AND SHEET METAL

W912HV-24-B-0005 RTA

PROJECT TABLE OF CONTENTS Page 2

07 92 00 08/16 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 08/20 STEEL DOORS AND FRAMES

08 71 00 02/16 DOOR HARDWARE

08 91 00 08/20 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 90 00 05/11 PAINTS AND COATINGS

09 97 13.27

09 97 13.28

02/21, 02/10

CHG 1: 08/22 HIGH PERFORMANCE COATING FOR STEEL

STRUCTURES

PROTECTION OF BURIED STEEL PIPING AND

STEEL BULKHEAD TIE RODS

DIVISION 10 - SPECIALTIES

10 14 00.10 08/17 EXTERIOR SIGNAGE

10 14 00.20 08/17 INTERIOR SIGNAGE

DIVISION 22 - PLUMBING

22 00 00 11/15 PLUMBING, GENERAL PURPOSE

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

23 05 93

23 30 00

11/15

05/20

TESTING, ADJUSTING, AND BALANCING FOR

HVAC

HVAC AIR DISTRIBUTION

DIVISION 26 - ELECTRICAL

26 20 00 02/14 INTERIOR DISTRIBUTION SYSTEM

26 41 00 11/13 LIGHTNING PROTECTION SYSTEM

26 42 13

26 42 17

05/21

05/21

GALVANIC (SACRIFICIAL) ANODE CATHODIC

PROTECTION (GACP) SYSTEM

IMPRESSED CURRENT CATHODIC PROTECTION

26 51 00

05/16

(ICCP) SYSTEM

INTERIOR LIGHTING

DIVISION 31 - EARTHWORK

31 00 00 08/08 EARTHWORK

31 23 00.00 20 02/11, CHG 2: 08/15 EXCAVATION AND FILL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 20

32 11 23

08/17

08/17

BASE COURSE FOR RIGID AND SUBBASES FOR

FLEXIBLE PAVING

AGGREGATE BASE COURSES

32 12 13 05/17 BITUMINOUS TACK AND PRIME COATS

32 12 16.16 08/09 HOT-MIX ASPHALT (HMA) FOR ROADS

32 31 13 11/16 CHAIN LINK FENCES AND GATES

32 92 23 04/06, CHG 1: 08/21 SODDING

DIVISION 33

- UTILITIES

33 40 00 02/10 STORM DRAINAGE UTILITIES

33 52 23.15 11/18 POL SERVICE PIPING WELDING

PROJECT TABLE OF CONTENTS Page 3

33 52 40 11/18, CHG 2: 11/20 FUEL SYSTEMS PIPING (NON-HYDRANT)

33 52 80 08/22 LIQUID FUELS PIPELINE COATING SYSTEMS

33 56 10 05/19, CHG 1: 11/20 FACTORY-FABRICATED FUEL STORAGE TANKS

33 57 55 11/18, CHG 1: 11/20 FUEL SYSTEM COMPONENTS (NON-HYDRANT)

33 71 02 02/15 UNDERGROUND ELECTRICAL DISTRIBUTION

-- End of Project Table of Contents --

DLA Chimuwan Tank Farms 1, 2, & 3 23SF0004

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 (2018; ERTA 1-2 2018) 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

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

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

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designati on;

submittals not having a "G" designation are for information only.

Submittals not having a "G" designation are for Contractor Quality Control or Designer of Record approval . Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Key Personnel Qualifications; G Conformed Drawings Submittal

1.4 ACCEPTABLE ALTERNATIVES JAPANESE STANDARDS

Where indicated in the technical specifications REFERENCES paragrap hs, acceptable Japanese standards are listed which are considered accep table alternatives to the US Standards withing the Contract Specification s. A limited set of modified UFGS incorporating previously identified an d accepted Japanese standards and methods (also known as Japan Edited

W912HV-24-B-0005 SECTION 01 11 00.00 10 Page 1 RTA

Specifications, or JES) can be found at https://www.poj.usace.army.mil/Business-With-Us/References/. Other portions of the specifications also authorize the 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 will promote cost-effective and timely maintenance, and that are otherwise authorized by the contract, is highly encouraged.

1.5 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 proofing and fire stopping materials.

1.6 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. One person may be assigned the duties of Project Superintendent and CQC System Manager provided they meet all qualification requirements and maintain presence on site as required for the various duties. The Site Safety Health Officer shall not be assigned other duties.

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 Pers onnel shall attend the Preconstruction conference.

1.6.1 Program Manager

The Program Manager is responsible for the overall management of the Contract. The Program Manager shall have a minimum of three (3) years experience in the administration of construction Contracts on construction projects similar in size and scope to this Contract, and shall have a thorough knowledge of the duties of key management personnel assign ed to this Contract. Program Manager shall have field of expertise in electrical or civil engineering, and be a certified PE or equivalent.

1.6.2 Project Manager

The Project Manager shall have a minimum of three (3) years experie nce as a Project Manager on construction projects containing components si milar in size and scope to this Contract, shall have field of expertise i n

W912HV-24-B-0005 SECTION 01 11 00.00 10 Page 2 RTA electrical or civil engineering, and be a certified PE or equivalent. 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.

1.6.3 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 containing components similar in size and scope to this Contract cannot have other duties assigned, and have at least one the following qualifications:

a. U.S. Registered Civil Engineer, registered or holding certification in Fuel System, under the American Petroleum Institute (API), or 1 Kyu Doboku Sekou Kanrigishi (1st Class Civil Engineering Works Management Engineer).

b. U.S. Registered Mechanical or Electrical Engineer, registered or holding certification in Fuel System, under the American Petroleum Institute (API), or 1 Kyu Kankouji Sekou Kanrigishi (1st Class Building Mechanical and Electrical Engineer).

1.6.4 English Speaking Representative (Interpreter)

At all times during the Contract period the Contractor shall have an employee capable of fluent bilingual speech in the Japanese and English languages at the job site. The bilingual interpreter shall have the capability to receive and issue concise and technical explanation and instructions between the Government representative(s) and Contractor supervisory personnel concerning all aspects of Contract administration and construction. Within fifteen (15) days after receipt of the Notice to Proceed, 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 acceptabi lity 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.

1.6.5 Contractor Quality Control

1.6.5.1 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 constr uction 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.

W912HV-24-B-0005 SECTION 01 11 00.00 10 Page 3 RTA

1.6.5.2 Contractor Quality Control Personnel

The following Contractor Quality Control (CQC) Personnel are required:

Civil, Mechanical, Electrical, Structural, Architectural, Environmental, Submittals, Concrete, Pavements, and Soils, Testing, Adjusting, and Balancing, Design Quality Control Manager. All other specialties in section 01 45 00.00 10 not identified in this paragraph does not apply to this project.

See Section 01 45 00.00 10 QUALITY CONTROL for qualification requirements for CQC personnel. These individuals or specialized technical companies must be directly employed by the prime Contractor and can not be employed by a supplier or subcontractor on this project can perform other duties but need to be allowed sufficient time to perform the specialized personnel's assigned quality control duties as described in the Quality Control Plan. A single person can cover more than one area provided that the single person is qualified to perform quality control activities in each designated and that workload allows.

1.6.6 Site Safety and Health Officer (SSHO)

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS.

1.6.7 Pass Coordinator

A person on the contractor's staff who is familiar with the requirements of USAG-J Regulation 190-13 , Individual and Vehicle Access Pass Procedures, and USAG-J vehicle security inspection procedures. The Pass Coordinator must be able to obtain a DBIDS access pass with escort privileges and may be required to escort other contract personnel.

Although a TOEIC score is not required, the Pass Coordinator must be able to understand pass requirements and complete pass application forms in the English language.

1.7 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 weath er days for the Contract period and is based upon 20th Weather Squadron (MAC), U.S. Air Force; Iwakuni U.S. Marine Corps Air Station, Weather Service; Sasebo Naval Pacific Meteorology and Oceanography Detachme nt;

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.")

W912HV-24-B-0005 SECTION 01 11 00.00 10 Page 4 RTA

MONTHLY ANTICIPATED ADVERSE WEATHER DELAYS

WORK DAYS BASED ON (5) DAY WORK WEEK

Misawa-area Kanto Plain Iwakuni Okinawa Sasebo Osaka

JAN 8 1 2 5 7 4

FEB 9 3 4 7 6 4

MAR 6 6 7 8 7 5

APR 3 6 6 6 7 4

MAY 4 4 6 6 6 4

JUN 5 9 8 6 12 5

JUL 6 6 6 6 9 4

AUG 6 6 5 9 9 3

SEP 6 7 6 7 9 4

OCT 4 5 4 4 8 4

NOV 6 4 4 4 5 3

DEC 7 1 3 5 5 3

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)

(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.

W912HV-24-B-0005 SECTION 01 11 00.00 10 Page 5 RTA

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

1.8 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 SPECIAL CONTRACT REQUIREMENTS

1.9.1 Meetings

a. Predesign Conference. A predesign 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.

a. Preconstruction Conference. 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.

a. Post Award Orientation. A post award orientation (often referr ed 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 n ot limited to, Director of Public Works/Facilities Engineering personn el, 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 an d 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

W912HV-24-B-0005 SECTION 01 11 00.00 10 Page 6 RTA 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 Initial Red Zone is typically scheduled when project reached 75 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.

f. Weekly Design Progress Meetings. A weekly design progress meeting shall be conducted, with the day, time, and location to be determined at the project kickoff meeting. The Contractor's Design team, Interpreter, and Design Quality Control manager shall attend.

Representatives from the Government may include, but are not limited to, Client, Project Manager, and POJ Engineering personnel. 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 design 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.

1.9.2 Conformed Drawings Submittal

Contractor shall submit one (1) hard copy Japanese-style folded and bound set of conformed A3 size drawings. Submittal shall be provided to the Resident Office at the Pre-Construction meeting. Conformed drawing s are defined as the original advertised drawings with amended drawing sheets replaced in-kind with the corresponding original sheet number. If applicable, add new sheets and remove deleted sheets in accordance with amendment instructions. If multiple amendments are issued, supersede any previously amended drawing so that only the highest numbered amendment drawing is included.

1.10 PROGRESS AND COMPLETION PHOTOGRAPHS

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completio n of work, digital photographs, 1600 by 1200 by 24 bit true color 300 DP I minimum resolution in JPEG file format showing the sequence and pro gress of work. Take a minimum of 20 digital photographs each week throug hout the entire project. Submit the Submit 5 weekly construction progre ss

W912HV-24-B-0005 SECTION 01 11 00.00 10 Page 7 RTA photos. Submit 25 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.

1.11 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.

1.11.1 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. Refer to USAG-J Regulation 190-13 . 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 (through the employment of a Pass Coordinator) , 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.

The Contractor shall use the USAG-J Form 1529 "EZ Pass" as the primary means of obtaining passes for all personnel who do not qualify for DBIDS passes. The USAG-J Form 1529 "EZ Pass" One Time/Multiple Access Roster must be complete and submitted to the Provost Marshall Pass and Vehicle Registration Office a minimum of three (3) U.S. workdays prior to access.

The use of the USAG-J "one day" pass (AJ Form 47) should be avoided, and used only for urgent situations. Applicants for a "one day" pass may be required to wait for several hours for their pass to be issued.

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

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 mus t 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).

In addition to security requirements, cranes, delivery "unic" trucks, forklifts, backhoes, and other equipment capable of vertical lift operations must comply with government rules for access to the base. The operator must submit a P-1 Pass request and submit the equipment, its records, and operator records for inspection by Public Works prior to the initial entry onto base property. Vehicle passes for vertical lift equipment must be renewed monthly with Public Works as long

W912HV-24-B-0005 SECTION 01 11 00.00 10 Page 8 RTA as the equipment remains on base property.

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.

1.11.2 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.

1.11.3 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.

1.12 ORDER OF WORK

1.12.1 Schedule

Schedule all work to cause the least amount of interference with activity operations. Permission to interrupt any activity or roads 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 di spose off Government property all Contractor generated debris at the end of each shift, or more frequently if required, to keep the space usable. U pon 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 s hall be accomplished in such a manner as to cause the least possible inconvenience to the occupants.

1.12.2 Working Hours

Normal Working Hours and Days are Monday through Saturday, 0800 hou rs through 1700 hours. Saturday work is allowed on this contract and does not require additional approvals. Notify the Contracting Officer at least three days in advance when scheduling Saturday work.

1.12.3 Noise and Vibration

Noise greater than 70 decibels and vibration producing work in occu pied

W912HV-24-B-0005 SECTION 01 11 00.00 10 Page 9 RTA buildings shall be conducted outside core school/business hours (0700 - 1430) unless written permission is given by the Contracting Officer.

1.12.4 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.

1.13 NUCLEAR DENSOMETER TESTING

Nuclear densometer testing and all forms of radiography are not permitted on U.S. Navy installations in Japan because such testing may interfere with Government of Japan monitoring activities.

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 extinguis hers 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 bui lding area on a daily basis.

1.14.5 Handling of Gasoline

Gasoline shall be stored in industry standard approved safety conta iners.

Adequate ventilation shall be provided to safely dispose of flammab le vapors where flammable liquids are utilized. Gasoline powered equi pment

W912HV-24-B-0005 SECTION 01 11 00.00 10 Page 10 RTA 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)

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W912HV-24-B-0005 SECTION 01 11 00.00 10 Page 11 RTA

SECTION 01 20 00

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 Submittals

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

DESIGN-BID-BUILD:submittals not haveing a "G" designation are for information only; DESIGN-BUILD: submittals not having a "G" designation are for Contractor Quality Control or Designer of Record appproval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-07 Certificates

Bill Of Lading; G

1.3 LINE ITEMS

1.3.1 CLIN 0001, Repairs at Chimuwan Tank Farm #1

1.3.1.1 Payment

Payment shall be made at the Contract job price for CLIN 0001 "Repairs at Chimuwan Tank Farm #1" for work completed including, but not limited to repairing and upgrading of deficiencies at buildings, pump houses, valve boxes, tank vaults, above-ground storage tanks (AST), pipelines, equipment, and site utilities as shown on the drawings and specifications, complete. Payment for work completed shall constitute full compensation of CLIN 0001, complete.

1.3.1.2 Unit of Measure

Unit of measure: job.

W912HV-24-B-0005 SECTION 01 20 00 Page 1 RTA

1.3.2 CLIN 0002, Repairs at Chimuwan Tank Farm #2

1.3.2.1 Payment

Payment shall be made at the Contract job price for CLIN 0002 "Repairs at Chimuwan Tank Farm #2" for work completed including, but not limited to, repairing and upgrading of deficiencies at buildings, pump houses, valve boxes, tank vaults, above-ground storage tanks (AST), pipelines, equipment, and site utilities as shown on the drawings and specifications, complete. Payment for work completed shall constitute full compensation of CLIN 0002, complete.

1.3.2.2 Unit of Measure

Unit of measure: job.

1.3.3 CLIN 0003, Repairs at Chimuwan Tank Farm #3

1.3.3.1 Payment

Payment shall be made at the Contract job price for CLIN 0003 "Repairs at Chimuwan Tank Farm #3" for work completed including, but not limited to, repairing and upgrading of deficiencies at buildings, pump houses, valve boxes, tank vaults, above-ground storage tanks (AST), pipelines, equipment, and site utilities as shown on the drawings and specifications.

Payment for work completed shall constitute full compensation of CLIN 0003, complete.

1.3.3.2 Unit of Measure

Unit of measure: job.

1.3.4 CLIN 0004, New Spill Containment Basin #1

1.3.4.1 Payment

Payment shall be made at the Contract job price for CLIN 0004 "New Spill Containment Basin #1" for work completed including, but not limited to, construction of an underground concrete containment tank, including support piping, connections to existing truck fill stands, and post indicator valves (PIVs) as shown on the drawings and specifications.

Payment for work completed shall constitute full compensation of CLIN 0004, complete.

1.3.4.2 Unit of Measure

Unit of measure: job.

1.3.5 CLIN 0005, New Spill Containment Basin #2

1.3.5.1 Payment

Payment shall be made at the Contract job price for CLIN 0005 "New Spill Containment Basin #2" for work completed including, but not limited to, construction of an underground concrete containment tank, including support piping, connections to existing truck fill stands, and post indicator valves (PIVs) as shown on the drawings and specifications.

Payment for work completed shall constitute full compensation of CLIN 0005, complete.

W912HV-24-B-0005 SECTION 01 20 00 Page 2 RTA

1.3.5.2 Unit of Measure

Unit of measure: job.

1.3.6 CLIN 0006, New Spill Containment Basin #3

1.3.6.1 Payment

Payment shall be made at the Contract job price for CLIN 0006 "New Spill Containment Basin #3" for work completed including, but not limited to, construction of an underground concrete containment tank, including support piping, connections to existing truck fill stands, and post indicator valves (PIVs) as shown on the drawings and specifications.

Payment for work completed shall constitute full compensation of CLIN 0006, complete.

1.3.6.2 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.

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.

W912HV-24-B-0005 SECTION 01 20 00 Page 3 RTA

3.2 TRANSPORTATION OF SUPPLIES BY SEA, BILL OF LADING

The Contractor shall, within 30 days after each shipment covered by Defense Federal Acquisition Regulation (DFAR) Subpart 252.247-7023, provide the Contracting Officer and the Maritime Administration (MARAD) one copy of the rated on board vessel operating carrier's ocean Bill of Lading. See DFAR 252.247-7023 for information required in the bill of lading. MARAD contact information: usarmy.scott.sddc.mbx.g3-ffw-team@mail.mil and msc.n101.ffw@navy.mil.

The Contractor shall use U.S.-flag vessels when transporting any supplies by sea under this contract. If U.S.-flag vessels are not available, the Contractor may submit a request for use of foreign-flag vessels in writing to the Contracting Officer at least 45 days prior to the sailing date necessary to meet its delivery schedules. Refer to DFAR 252.247-7023 for required documentation when making this request. The Contracting Officer will process requests submitted as expeditiously as possible, but the Contracting Officer's failure to grant approvals to meet the shipper's sailing date will not of itself constitute a compensable delay. Failure to get approval prior to the use of foreign-flag vessels may result in monetary penalty.

3.3 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.

3.4 CONTRACT ADMINISTRATION

3.4.1 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.

3.4.2 Administrative Contracting Officer (ACO)

In accordance with the USACE Acquisition Instruction (UAI) 5101.603-3-100, Appointment, 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.

3.4.3 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.

W912HV-24-B-0005 SECTION 01 20 00 Page 4 RTA

3.5 DESIGNATED BILLING OFFICE

The designated billing office for this Contract is:

Resident Engineer, Zukeran Resident Office U.S. Army Corps of Engineers, Japan Engineer District Unit 35132

APO AP 96376-5132

-- End of Section --

W912HV-24-B-0005 SECTION 01 20 00 Page 5 RTA

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 , Submittals not having a "G" designation are for Contractor Quality Control or Designer of Record approval .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 nat ure to this project with scheduling software that meets the requirements o f this specification. Representative must have a comprehensive knowledge of CPM scheduling principles and application.

W912HV-24-B-0005 SECTION 01 32 01.00 10 Page 1 RTA

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 specification.

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 schedulin g of the entire project is required. The scheduling of design (when required by the contract) and construction is the responsibility of the Contractor. Contractor management personnel must actively particip ate in its development. Designers, Subcontractors and suppliers working on the project must also contribute in developing and maintaining an accur ate 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. T he aggregate value of all activities coded to a contract CLIN must equ al the value of the CLIN.

W912HV-24-B-0005 SECTION 01 32 01.00 10 Page 2 RTA

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.

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…