FIO W912HV-21-R-0002-am0003 Revised Specifications.pdf

W912HV21R0002

SECTION 00 10 00

SOLICITATION, CONTRACT LINE ITEM NUMBER (CLIN) SCHEDULE

ITEM

NO.

DESCRIPTION QUANTIT

Y

UNIT UNIT

PRICE

AMOUNT

BASE ITEMS

0001 Demolition of the Fuel Wharf 1 JB - ¥________

0002 Construction of the Fuel Wharf 1 JB - ¥________

0003 Disposal of Contaminated Soil 900 (est.)

CU.

M.

TOTAL BASE CLIN SCHEDULE ¥________

OPTION ITEMS

Oil Spill Booms (OPTION 1; See section 35 74 00 for additional information)

1 JB - ¥________

TOTAL (BASE + OPTION ITEMS) CLIN SCHEDULE ¥________

NOTES:

1. Failure of the offeror to propose prices for all items in the CLIN Schedule may be cause for rejection of the proposal as unacceptable.

2. See Section 01 22 00.00 10, for additional line item description.

3. Any reference to “bid”, bidder, or “bidding schedule” shall be construed to mean “offeror” and “CLIN schedule”

4. In accordance with FAR 52.217-5, the Government will evaluate offers for award purposes by adding the total price for all options to the total price for the basic requirement.

5. The Government reserves the right to exercise option item(s) by written notice to the Contractor either singularly or in any combination, within ONE HUNDRED TWENTY EIGHTY (120180) calendar days of contract award of the Base Schedule at the prices stated in the CLIN Schedule. Completion of the added option(s) shall continue at the same

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6. For Item 0003, FAR 52.211-18, Variation in Estimated Quantity, and FAR 52.236-16 ALT1, Quantity Surveys, are applicable. Payment for any quantities beyond the estimated quantities is subject to funding availability.

7. LEGEND: JB = Job, CU M = Cubic Meter

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Section 00 45 00 - Representations and Certifications

1. CORPORATE CERTIFICATE. In accordance with FAR 4.102(c), the offeror, if a corporation, is requested to complete and submit the following certificate, unless a Contractor Application previously submitted to USACE – Japan District clearly authorizes the officer signing the offer to sign offers on behalf of the corporation. A joint venture will require a submittal of this certificate from both parties involved.

C O R P O R A T E C E R T I F I C A T E

The Offeror, if a corporation, shall have this certificate executed under its corporate seal, provided that the same officer of the corporation shall not execute both the offer and this certificate. [0000-4503]

I, ___________________________________________________________, certify that I am the ____________________________________________ of the corporation named as Offeror herein; that ____________________________________________________________, who signed the offer on behalf of the Offeror, was then _____________________________________ of said corporation; and that said offer was duly signed for and in behalf of said corporation by authority of its governing body, and is within the scope of its corporate powers.

(CORPORATE SEAL) __________________________________ (PERSONAL SEAL)

(Signature)

CLAUSES INCORPORATED BY REFERENCE

52.204-16 Commercial and Government Entity Code

Reporting

AUG 2020

52.204-19 Incorporation by Reference of Representations and Certifications.

DEC 2014

52.222-56 Certification Regarding Trafficking in Persons Compliance Plan.

OCT 2020

252.203-7005 Representation Relating to Compensation of Former DoD Officials

NOV 2011

252.204-7019 Notice of NIST SP 800-171 DoD Assessment Requirements

NOV 2020

252.239-7098 (Dev)

Prohibition on Contracting to Maintain or Establish a Computer Network Unless Such Network is Designed to Block Access to Certain Websites - Representation. (Deviation 2021-O0003)

APR 2021

CLAUSES INCORPORATED BY FULL TEXT

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FY21 DLA DESC1904 UPGRADE FUEL WHARF 19SF0005

Tsurumi, 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

1.4 ACCEPTABLE ALTERNATIVES JAPANESE STANDARDS

Where indicated in the individual technical specifications REFERENCES paragraphs, acceptable Japanese Standards are listed which are considered acceptable alternatives to the US standards within the Contract Specifications. 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

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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-A "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 and plumbing fixtures that directly dispense potable drinking water (NSF stamped and/or labeled)

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

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

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

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.

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 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.

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1.7.4.2 Contractor Quality Control Personnel

The following Contractor Quality Control (CQC) Personnel are required:Civil, Mechanical, Electrical, Structural, Fire Protection, Environmental, and Submittals.

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 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.

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

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

MONTHLY ANTICIPATED ADVERSE WEATHER DELAYS

WORK DAYS BASED ON (5) DAY WORK WEEK

Misawa-area Kanto Plain Iwakuni Okinawa Sasebo 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

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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.

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.

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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).

1.10 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 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 QUALITY CONTROL for specific requirements.

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

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1.11 PROGRESS AND COMPLETION PHOTOGRAPHS

Photographically document site conditions prior to start of construction operations. Provide digital photographs, 1600 by 1200 by 24 bit true color 300 DPI minimum resolution in JPEG file format. Submit the Initial Site Conditions Photos. Photographs provided are for unrestricted use by the Government.

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 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. Temporary passes take 1-2 months to process, while permanent passes could take up to 5 months. Additional personnel data shall also be furnished.

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.

1.13 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.

1.14 ORDER OF WORK

1.14.1 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

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For Inf orm ati on O nly j2ee9smk Line 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.

1.14.2 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 require additional approvals. Saturday working hours are not permitted unless approved in advance by the Contracting Officer. In no cases will Saturdays be permitted on a continual basis. Notify the Contracting Officer at least three days in advance when scheduling Saturday work.

1.14.3 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.

1.14.4 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.

1.15 FIRE PREVENTION DURING CONSTRUCTION

1.15.1 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.

1.15.2 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.

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1.15.3 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.

1.15.4 Housekeeping

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

1.15.5 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 shall be refueled a minimum 6 meters away from the building area.

1.15.6 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.

1.16 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.

1.17 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.

1.18 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.

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PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

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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, Demolition of Fuel Wharf

1.2.1.1 Payment

Payment shall be made at the Contract job price for CLIN 0001 "Demolition of Fuel Wharf" for work completed including, but not limited to, mobilization, dredging, demolition and disposal , excavation, land-based uncontaminated soil disposal, disposal associated with dredging activities, and associated work. Payment for work completed shall constitute full compensation of CLIN 0001, complete.

1.2.1.2 Unit of Measure

Unit of measure: job.

1.2.2 CLIN 0002, Construction of Fuel Wharf

1.2.2.1 Payment

Payment shall be made at the Contract job price for CLIN 0002 "Construction of Fuel Wharf" for work completed including, but not limited to, construction, de-mobilization, and associated work. Payment for work completed shall constitute full compensation of CLIN 0002, complete.

1.2.2.2 Unit of Measure

Unit of measure: job.

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1.2.3 CLIN 0003, Disposal of Contaminated Soil

1.2.3.1 Payment

Payment will be made at the unit price for work associated with disposal of land-based contaminated soil, which includes performing other operations incidental thereto, Contractor-furnished disposal area(s), and disposition of contaminated soil. This CLIN only includes land-based contaminated soil. Non-contaminated land-based disposal and disposal associated with dredging activities shall be included under CLIN 0001.

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

1.2.3.2 Measurement

Measurement will be based on quantity surveys. For bidding purposes, the total quantity is 900 cubic meters. Payment for any quantities beyond the estimated quantities is subject to funding availability. See FAR 52.211-18, Variation in Estimated Quantity, and FAR 52.236-16 ALT 1, Quantity Surveys.

1.2.3.3 Unit of Measure

Unit of measure: cubic meter (CM).

1.2.4 CLIN 0004 (OPTION 1), Oil Spill Booms

1.2.4.1 Payment

Payment shall be made at the Contract job price for CLIN 0004 "Construction of Oil Spill Booms", including procurement and installation of two booms, complete. See Specification section 35 74 00 for additional information. Payment for work completed shall constitute full compensation of CLIN 0004, complete.

1.2.4.2 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

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"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.

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:

Resident Engineer, Yokosuka Resident Office U.S. Army Corps of Engineers, Japan Engineer District PSC 473, Box 1571

FPO AP 96349-0016

-- End of Section --

W912HV-21-R-0002 SECTION 01 22 00.00 10 Page 3 (AM-0003)

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W912HV-21-R-0002

FY21 DLA DESC1904 UPGRADE FUEL WHARF

01 11 00.00 10 SD-01 Preconstruction Submittals

1.11Initial Site Conditions Photos

1.7 GKey Personnel Qualifications

01 32 01.00 10 SD-01 Preconstruction Submittals

1.3 GProject Scheduler Qualifications

3.4.1 GPreliminary Project Schedule

3.4.2 GInitial Project Schedule

3.6.2 GPeriodic Schedule Update

01 33 00 SD-01 Preconstruction Submittals

1.8 GSubmittal Register

1.8.1 GSubmittal Register Monthly

Update

01 35 26 SD-01 Preconstruction Submittals

1.7.2.2 GStandard Lift Plan

1.7 GAccident Prevention Plan (APP)

1.7.2.3 GCritical Lift Plan

1.15Dive Operations Plan

1.15Dive Emergency Management

Plan

1.15Diver Personnel List With

Qualifications

1.15Dive Operations Activity Hazard

Analysis (Aha)

SD-06 Test Reports

1.4Monthly Exposure Reports

1.12Notifications and Reports

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FY21 DLA DESC1904 UPGRADE FUEL WHARF

01 35 26 1.12.2 GAccident Reports

1.12.3LHE Inspection Reports

SD-07 Certificates

1.6.1.5 GCrane Operators/Riggers

1.7.2.3 GNaval Architecture Analysis

1.8 GActivity Hazard Analysis (AHA)

1.9.1Confined Space Entry Permit

1.9.1Hot Work Permit

1.12.4Certificate of Compliance

1.16 GMagnetic Survey Report

01 45 00.00 10 SD-01 Preconstruction Submittals

3.2 GContractor Quality Control (CQC)

Plan

SD-06 Test Reports

3.9.2Verification Statement

01 45 35 SD-01 Preconstruction Submittals

3.1.1 GSIOR Letter of Acceptance

3.1.1 GProject Manual

SD-06 Test Reports

3.1.1Daily Reports

3.1.1Biweekly Reports

SD-07 Certificates

2.1Fabrication Plant

2.1Certificate of Compliance

1.5.8 GSpecial Inspector of Record

1.5 GSpecial Inspector

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FY21 DLA DESC1904 UPGRADE FUEL WHARF

01 45 35 SD-11 Closeout Submittals

3.1.1Interim Final Report

3.1.3 GComprehensive Final Report

01 50 00 SD-01 Preconstruction Submittals

1.3 GConstruction Site Plan

3.4.1 GTraffic Control Plan

3.3.2 GTemporary Utility Connections

Plan

01 57 19 SD-01 Preconstruction Submittals

1.8.1Preconstruction Survey

1.9 GEnvironmental Protection Plan

1.9.12.1 GDirt and Dust Control Plan

3.2.1 GStormwater Pollution Prevention

Plan

SD-06 Test Reports

3.8.1.1.2Laboratory Analysis

3.2.1.1Inspection Reports

3.7.2Nonhazardous Solid Waste

Diversion Report

SD-07 Certificates

1.7.1 GAsbestos Certification

1.7.2 GLead Certification

3.11 GWritten Assessment Of Friable

Asbestos Disturbance

SD-11 Closeout Submittals

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FY21 DLA DESC1904 UPGRADE FUEL WHARF

01 57 19 3.8.3.4 GDisposal Documentation for

Hazardous and Regulated Waste

1.12.1 GSolid Waste Management Report

3.8.3.1 GHazardous Waste/Debris

Management

1.11Environmental Records Binder

01 74 19 SD-01 Preconstruction Submittals

1.6 GWaste Management Plan

SD-11 Closeout Submittals

1.7Records

01 78 00 SD-03 Product Data

1.7.1 GWarranty Management Plan

1.7.5Warranty Tags

3.8Final Cleaning

1.5Spare Parts Data

SD-08 Manufacturer’s Instructions

1.7.1Instructions

SD-10 Operation and Maintenance

Data

3.7 GOperation and Maintenance

Manuals

SD-11 Closeout Submittals

3.1 GAs-Built Drawings

3.3 GRecord Drawings

1.7.1 GAs-Built Record of Equipment

and Materials

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FY21 DLA DESC1904 UPGRADE FUEL WHARF

01 78 00 3.6 GAs-Built Record of Equipment and Materials

3.4 GFinal Approved Shop Drawings

3.5 GConstruction Contract

Specifications

3.9 GInterim DD FORM 1354

3.9 GChecklist for DD FORM 1354

01 78 23 SD-10 Operation and Maintenance

Data

1.4 GO&M Database

3.1.1 GTraining Plan

3.1.3 GTraining Outline

3.1.2 GTraining Content

SD-11 Closeout Submittals

3.1.4 GTraining Video Recording

3.1.6 GValidation of Training Completion

02 41 00 SD-01 Preconstruction Submittals

1.2.2 GDemolition Plan

1.9Existing Conditions

SD-07 Certificates

1.6 GNotification

02 61 13 SD-03 Product Data

1.2 GWork Plan

3.9 GClosure Report

SD-06 Test Reports

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FY21 DLA DESC1904 UPGRADE FUEL WHARF

02 61 13 3.3Confirmation Sampling and

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3.5.1 GSampling of Stored Material

3.5.2 GSampling Liquid

3.7.2Compaction

02 82 13.00 10 SD-01 Preconstruction Submittals

1.7.1 GAsbestos Hazard Abatement Plan

SD-02 Shop Drawings

1.4 GDetailed Drawings

SD-03 Product Data

3.8.3.1 GAsbestos Waste Shipment

Records

1.1Weight Bills and Delivery Tickets

2.1 GEncapsulants

1.9.1 GRespiratory Protection Program

3.8 GCleanup and Disposal

1.6.1 GQualifications

1.11Training Program

1.8.1Licenses, Permits and

Notifications

3.8.3.3 GAsbestos Management Plan

SD-06 Test Reports

3.6Exposure Assessment and Air

Monitoring

1.7.3Local Exhaust System

SD-07 Certificates

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FY21 DLA DESC1904 UPGRADE FUEL WHARF

02 82 13.00 10 1.7.3Local Exhaust System

2.1 GEncapsulants

1.9Medical Surveillance

Requirements

SD-11 Closeout Submittals

3.8.3.2Records

02 83 13.00 20 SD-01 Preconstruction Submittals

1.5.2.2 GLead Work Plan

1.5.1.1 GIndustrial Hygienist/Private

Qualified Person (IH/PQP)

1.5.1.2 GTraining Certification

1.5.2.7 Glead waste management plan

1.5.2.3 GMedical Examinations

SD-07 Certificates

1.5.1.3 GTesting laboratory

3.5.1.1 GClearance Certification

3.5.2.1Hazardous waste treatment, storage, or disposal facility (TSD)

SD-11 Closeout Submittals

3.5.2.1 Ghazardous waste manifest

3.5.2.1 Gturn-in documents or weight

tickets

02 84 16 SD-07 Certificates

1.8.1 GQualifications of IH/PQP

1.8.1 GTraining Certification

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FY21 DLA DESC1904 UPGRADE FUEL WHARF

02 84 16 1.8.2 GPCB and Lamp Removal Work

Plan

1.8.3 GPCB and Lamp Disposal Plan

SD-11 Closeout Submittals

3.5.2 GTransporter certification

3.2.4Certification of Decontamination

3.5.3.2Disposal Request Form

03 01 00 SD-01 Preconstruction Submittals

1.5.3 GQualifications

1.5.5 GWork Plan

1.6.1 GWork Plan

1.5.2 GQuality Control Plan

SD-03 Product Data

2.5Conventional Concrete

2.6Polymers

2.7Miscellaneous Materials And

Equipment

SD-04 Samples

2.4Reinforcement And

Reinforcement Supports

2.6Polymers

2.7Miscellaneous Materials And

Equipment

SD-05 Design Data

3.1.3 GFormwork And Shoring

1.5.1 GRepair Procedures

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03 01 00 2.8 GMixture Proportioning

SD-06 Test Reports

2.8Mixture Proportioning

3.1.5Quality Control

3.2.3Quality Control

3.3.3Quality Control

2.4Reinforcement And

Reinforcement Supports

2.5Conventional Concrete

2.6Polymers

2.7Miscellaneous Materials And

Equipment

SD-07 Certificates

1.5.3Qualifications

2.4Reinforcement And

Reinforcement Supports

2.5Conventional Concrete

2.6Polymers

SD-08 Manufacturer’s Instructions

2.2Equipment For Concrete

Preparation

2.5Conventional Concrete

2.6Polymers

2.7Miscellaneous Materials And

Equipment

03 30 00 SD-01 Preconstruction Submittals

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03 30 00 1.6.3.1Concrete Curing Plan

1.6.6 GQuality Control Plan

1.6.9 GLaboratory Accreditation

SD-02 Shop Drawings

2.1Formwork

1.6.2.1 GReinforcing Steel

SD-03 Product Data

2.1Formwork Materials

2.6Reinforcement

2.4.3.1Liquid Chemical Hardeners and

Sealers

2.6.2Mechanical Reinforcing Bar

Connectors

1.6.3.2Pumping Concrete

2.3.4 GAdmixtures

2.3.5Fiber Reinforcement

SD-05 Design Data

1.6.1.1 GConcrete Mix Design

SD-06 Test Reports

1.6.1.1 GConcrete Mix Design

1.6.4.1Fly Ash

1.6.4.1Pozzolan

1.6.4.2Slag Cement

1.6.4.3Aggregates

3.13.2.3 GCompressive Strength Tests

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FY21 DLA DESC1904 UPGRADE FUEL WHARF

03 30 00 3.13.2.5Unit Weight of Structural

Concrete

3.13.2.4Air Content

3.13.2.1Slump Tests

2.3.2Water

SD-07 Certificates

2.6.1Reinforcing Bars

1.8Welder Qualifications

1.6.3.3VOC Content for Form Release

Agents, Curing Compounds, and

Concrete Penetrating Sealers

1.6.3.4Safety Data Sheets

1.6.7.2Field Testing Technician and

Testing Agency

SD-08 Manufacturer’s Instructions

2.4.3.1Liquid Chemical Hardeners and

Sealers

2.4.4Joint Sealants

2.4.1Curing Compound

03 31 29 SD-01 Preconstruction Submittals

1.8.2.2Concrete Curing Plan

1.7.6 GConcrete Qualification Program

1.6 GConcrete Quality Control Program

1.8.2.4Concrete Placement and

Compaction

1.8.2.4Concrete Pumping

SUBMI…