A.1.9 - AM-0003 Specifications NFT.pdf

Improve Family Housing (North Foster Towers) 17AF0012 Okinawa, 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 00SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Initial Site Conditions Photos Key Personnel Qualifications; G Conformed Drawings Submittal

SD-07 Certificates

Monthly Progress Photos;

1.4 ACCEPTABLE ALTERNATIVES JAPANESE STANDARDS

Attachment 01 11 00.00 10-A provides a listing of "Acceptable Alternative Japanese Standards" which are considered acceptable alternatives to the US standards within the Contract specifications. Other portions of the specifications also authorize the use of specified acceptable alternative Japanese standards. Incorporation of acceptable (authorized by the Contract) Japanese construction methods, materials, and equipment is desired to ensure that the project is constructible and the facility can be

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maintained with local materials and supplies. The use of products not meeting the applicable US standards of the Contract or acceptable alternative Japanese standards specifically authorized by the Contract is prohibited unless authorized by the Contracting Officer. Japanese standards not included in the "Acceptable Alternative Japanese Standards" list, or not referenced elsewhere 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.

1.5 GOVERNMENT FURNISHED CONTRACTOR INSTALLED ITEMS

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

1.6 MANDATORY U.S. TESTED PRODUCTS

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

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

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

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

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

e. Fire doors, smoke doors, and frames.

f. Fire dampers and smoke dampers.

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

h. Insulation with flame spread and smoke development ratings.

i. Fire proofing and fire stopping materials.

j. Plenum rated cables.

k. Domestic water supply piping in the building and plumbing fixtures that directly dispense potable drinking water (NSF stamped and/or labeled).

Japanese plumbing fixtures that do not directly dispense potable drinking water are allowed, such as urinals and water closets.

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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 Superintendent, CQC System Manager, and Site Safety Health Officer shall all be separate persons. Within five (5) working days after receipt of the Notice to Proceed, the Contractor shall submit in writing to the Contracting Officer an organizational chart, the qualifications and background history of the proposed Key Personnel for approval. The Contracting Officer shall have the explicit right to determine acceptability (or rejection) of the proposed individuals. In addition, the Contractor shall be responsible to replace said individuals upon notification by the Government should performance become inadequate during the Contract period. Key Personnel shall attend the Preconstruction conference.

1.7.1 Project Manager

The Project Manager shall have a minimum of 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, and have at least one the following qualifications:

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.

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1.7.4 Contractor Quality Control

1.7.4.1 Contractor Quality Control System Manager (CQCSM)

See Section 01 45 00.00 10 QUALITY CONTROL.

1.7.4.2 Contractor Quality Control Personnel

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

Mechanical, Electrical, Architectural, Fire Protection, and Testing, Adjusting and Balancing.

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 subcontractor on this project. These individuals 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 cannot cover more than one area.

1.7.5 Site Safety and Health Officer (SSHO)

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS.

1.8 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

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

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

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

b. The listing below defines the monthly anticipated adverse weather days for the Contract period and is based upon 20th Weather Squadron (MAC), 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

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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.

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

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Contractor shall also be responsible for all damages to persons or property that occur as a result of the Contractor's fault or negligence. These damages shall be repaired or replaced by the Contractor at no cost to the Government. The Contractor shall take proper safety and health precautions to protect all work and workers.

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

1.9.1 Naha Port Authority (NPA) Work Permit NOT USED

The Contractor shall obtain a Harbor Facility Usage Permission Application (Form Number 5), also known as the "Kowan Shisetsu Shiyou Kyoka Shinseisho" permit form addressed to the Naha Port Authority Administrator.

The submission shall include basic information regarding the Contractor's point of contact information, project title, description of work, and usage area information, as well as a work plan (to include scheduling), emergency contact plan, and protection plans. Application shall be hand delivered to:

Naha Port Authority General Affairs Division 2-1 Tondocho (2nd Floor) Naha City, Okinawa Prefecture 900-0035

The NPA will require scheduling coordination and due consideration to all Naha Commercial Port end users and coordination with other stakeholders, such as the Local Fisheries Association, to ensure that stakeholder operations are not negatively impacted by the proposed activity and ensure that appropriate coordination is performed by the construction activity proponent. The final Harbor Facility Usage Permit Application will be authorized by the Okinawa Prefectural Governor's office.

1.9.2 Work Application Package NOT USED

In accordance with Article 31 of the GOJ Act on Port Regulations "Kou Sokuhou", the Contractor shall submit a Work Application Package known as a "Koji Sagyou Kyoka Shinseisho" for review and approval by the Maritime Traffic Division Office of the Japan Coast Guard (JCG) at Naha. A physical printed out copy shall be hand delivered to the following address:

Japan Coast Guard Naha Coast Guard Office Maritime Traffic Division 2-11-1 Minatomachi Naha City, Okinawa Prefecture 900-8548

This application shall contain project safety information, work planning and scheduling, emergency management information as well as copies of all

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j2ee9gsg Line pertinent certifications and licenses (e.g. boat licenses, commercial diver's certifications, etc.) The minimum application review period is 30 days, although in the case of complicated work sites, review of work permit application packages by the JCG may take longer.

The Naha Coast Guard Office normally does not accept a work permit package from a Contractor until approval of work is formalized first with the NPA.

Therefore, ample time must be secured for the dredging Contractor to clear both NPA and JCG Naha Coast Guard Office work permitting processes during the pre-construction phase of the dredging project.

1.9.3 Safety Panel and Committee (SPC) NOT USED

As part of the work permitting process, the Contractor shall also participate in a Safety Panel and Committee (SPC). This SPC is required by the Japan Coast Guard, and shall be facilitated by a consultant hired by the Okinawa Defense Bureau. Intent of the SPC is to provide a forum under which all stakeholder and port operator concerns can be identified and addressed. The Contractor shall attend and present proposed safety, environmental, and operational plans at the forum.

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.

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d. Safety and Quality Control Meetings. Safety and quality control meetings shall be held as needed and determined by the Contractor. See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS and Section 01 45 00.00 10 USACE QUALITY CONTROL for specific requirements.

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

1.10.2 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 drawings 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.

1.11 PROGRESS AND COMPLETION PHOTOGRAPHS

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600 by 1200 by 24 bit true color 300 DPI minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project. Submit the Initial Site Conditions Photos and Monthly Progress Photos. Indicate photographs demonstrating environmental procedures. Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Include a date designator in file names. Cross reference submittals in the appropriate daily report. Photographs provided are for unrestricted use by the Government.

1.12 BASE REGULATIONS

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

1.12.1 Request for Contractor's Employee Passes and Vehicle Passes

No employee or representative of the Contractor shall be admitted to the work site without a Contracting Officer's furnished authorized admittance.

Prior to the start of on-site work, submit applications for base passes to the Contracting Officer for key employees (project manager, site supervisor, interpreter, etc.) for long term DBIDS passes. The Contractor, with assistance from the Resident Office, is responsible for securing sufficient passes for other workers, including subcontractor's employees and vehicles, required to access the base for the project duration. Additional personnel data shall also be furnished.

Provide all information required for background checks to meet base access requirements to be accomplished by Base Provost Marshal Office, Director of

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Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements as directed by DOD, HQDA and/or local policy. The Government reserves the right to make changes to the Contractor security requirements or processes due to a change in the Force Protection Condition (FPCON).

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

1.12.2 No Smoking Policy

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

1.12.3 Munitions and Explosives of Concern (MEC)

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

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

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

1.13 ORDER OF WORK

1.13.1 Schedule

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

1.13.2 Working Hours

Normal Working Hours and Days are Monday through Saturday, 0800 hours through 1700 1800 hours.

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1.13.3 Noise and Vibration

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

1.13.4 Work Outside of Regular Hours

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

1.14 FIRE PREVENTION DURING CONSTRUCTION

1.14.1 General

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

1.14.2 Supply

No more than one day's supply of paint, paint materials, or compounds shall be allowed within the area of the building, and shall be removed from the job site after each working day. No gasoline or similar low flash point flammable liquid shall be allowed within the building area. After proper coordination with the Facility's Emergency Services (to confirm the maximum allowable quantities and location of storage), storage of additional product may be authorized.

1.14.3 Fire Extinguishers

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

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

1.14.4 Housekeeping

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

1.14.5 Handling of Gasoline

Gasoline shall be stored in industry standard approved safety containers.

Adequate ventilation shall be provided to safely dispose of flammable vapors where flammable liquids are utilized. Gasoline powered equipment shall be refueled a minimum 6 meters away from the building area.

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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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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 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;

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

SD-01 Preconstruction Submittals

Contract Cost Breakdown; G

1.3 LINE ITEMS

1.3.1 CLIN 0001, Renovate and Repair Family Housing North Foster Tower Building 376, 377 and Supporting Facilities. (BASE)

1.3.1.1 Payment

Payment shall be made at the Contract job price for CLIN 0001 "Renovate and Repair Family Housing North Foster Tower Building 376, 377 and Supporting Facilities (BASE)", including but not limited to, all work associated with whole building interior & exterior modernization, renovation and repairs.

Upgrade interior & exterior utilities. Upgrade kitchens, bathrooms, floor covering and fixtures/finishes. Buildings 375, 376, 376A, 377, 377A, and new emergency generator building.

a. Building 376 and Supporting Facilities 376A. Renovation of 68 units including architectural renovations and full infrastructure. Utility upgrades including mechanical, electrical and fire protection. Renovation Demolition

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of mechanical Building 376A. Construction of new Building 376 Mechanical Yard.

b. Building 377 and 377A. Renovation of 68 units including architectural renovations and full infrastructure. Utility upgrades including mechanical, electrical and fire protection. Renovation of mechanical Building 377A.

c. Civil/Site Improvements to support MEP work , load/unload zones, and accessibility upgrades .

d. Construction of a new emergency generator building.

e. Building 375 renovation. Renovation of fire pump building 375.

Installation of new fire pump. Installation of new water line to fire pump.

Payment for work completed shall constitute full compensation of CLIN 0001, complete.

1.3.1.2 Unit of Measure

Unit of measure: job.

1.3.2 CLIN 0002 Communication System Upgrades for Buildings 376 and 377

(OPTION 1).

1.3.2.1 Payment

Payment shall be made at the Contract job price for CLIN 0002 "Communication System Upgrades for Buildings 376 and 377 (OPTION 1)" including but not limited to, all work associated with upgrading outside plant ductbank, upgrading all interior telecom and CATV cables and pathways. Payment for work completed shall constitute full compensation for CLIN 0002, complete.

1.3.2.2 Unit of Measure

Unit of measure: job

1.3.3 CLIN 0003 Additional Civil Work (OPTION 2).

1.3.3.1 Payment

Payment shall be made at the Contract job price for CLIN 0003 "Additional Civil Work (OPTION 2)" including but not limited to, all work associated with sealing of existing AC pavement, re-striping parking stalls, additional new AC parking areas and accessibility upgrades including new curb ramps and parking stalls. Payment for work completed shall constitute full compensation for CLIN 0003, complete.

1.3.3.2 Unit of Measure

Unit of measure: job

1.3.4 CLIN 0004, Additional Unit Interior Upgrades for Buildings 376 and

377 (OPTION 3).

Payment shall be made at the Contract job price for CLIN 0004 "Additional Unit Interior Upgrades for Buildings 376 and 377 . (OPTION 3)" including

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but not limited to, replacement of unit interior doors, removal of existing partitions in bedroom closets, replacement of bedroom closet doors , with new full louvered wood bi-pass doors and installation of new closet shelf and rods. Payment for work completed shall constitute full compensation for CLIN 0004, complete.

1.3.4.1 Unit of Measure

Unit of measure: job

1.3.5 CLIN 0005, Common Area Upgrades for Buildings 376 and 377 (OPTION 4)

1.3.5.1 Payment

Payment shall be made at the Contract job price for CLIN 0005 "Common Area Upgrades for Buildings 376 and 377 (OPTION 4)" including but not limited to, remodeling of multi-purpose bathrooms and kitchenette, replacement of existing vinyl flooring with new VCT, painting entire interior, installation of new multi-purpose room split AC system, and new light fixtures throughout common areas. Payment for work completed shall constitute full compensation for CLIN 0005, complete.

1.3.5.2 Unit of Measure

Unit of measure: job

1.3.6 CLIN 0006, New Light Fixtures at Bedrooms, Hallways and New Ceiling Fans for Buildings 376 and 377 (OPTION 5).

1.3.6.1 Payment

Payment shall be made at the Contract job price for CLIN 0006 "New light Fixtures at Bedrooms, Hallways and New Ceiling Fans for Buildings 376 and 377 (OPTION 5)" including but not limited to, new unit light fixtures at bedrooms and hallways and new ceiling fans in master bedrooms. Payment for work completed shall constitute full compensation for CLIN 0006, complete.

1.3.6.2 Unit of Measure

Unit of Measure: job

1.3.7 CLIN 0007 Renovate and Repair Family Housing North Foster Tower Building 378 and Supporting Facilities (OPTION 6)

1.3.7.1 Payment

Payment shall be made at the Contract job price for CLIN 0007 " Renovate and Repair Family Housing North Foster Tower Building 378 and Supporting Facilities (OPTION 6)" including but not limited to taking building 379 boiler off-line, and renovation of buildings 378 and 378A, 68 units in Building 378, renovation of 378A, and new mechanical yard for 37 8. Full infrastructure and utility upgrades include mechanical, electrical, communication and fire protection. This bid option includes the work associated and described in CLIN 0001, CLIN 0002, CLIN 0004, CLIN 0005, and CLIN 0006 as applied to 378 and 378A. Payment for work completed shall constitute full compensation for CLIN 0007, complete. Payment for work completed shall constitute full compensation for CLIN 0007, complete.

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j2ee9gsg Line

1.3.7.2 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.

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.

SECTION 01 22 00.00 10 Page 4

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

APO AP 96376-5132

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Improve Family Housing (North Foster Towers)

01 11 00.00 10 SD-01 Preconstruction Submittals 1.11Initial Site Conditions Photos

1.7 GKey Personnel Qualifications

1.10.2Conformed Drawings Submittal

SD-07 Certificates Monthly Progress Photos

01 22 00.00 10 SD-01 Preconstruction Submittals

3.2 GContract Cost Breakdown

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 G AAccident Prevention Plan (APP)

1.7.2.3 G ACritical Lift Plan

SD-06 Test Reports 1.4Monthly Exposure Reports 1.12Notifications and Reports

1.12.2 GAccident Reports

1.12.3LHE Inspection Reports

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01 35 26 SD-07 Certificates

1.6.1.4 G ACrane Operators/Riggers

1.8 G AActivity Hazard Analysis (AHA)

1.9.1Confined Space Entry Permit 1.9.1Hot Work Permit 1.12.4Certificate of Compliance

01 45 00.00 10 SD-01 Preconstruction Submittals

3.2 GContractor Quality Control (CQC)

Plan

1.4 GIndoor Air Quality (IAQ)

Management Plan SD-06 Test Reports

3.9.2Verification Statement 01 45 00.15 10 SD-07 Certificates

1.8.3.5Monthly Exposure Report 01 45 35 SD-01 Preconstruction Submittals

3.1.1Project Manual 3.1.1Project Manual 3.1.1Written Practices

SD-06 Test Reports 3.1.1Daily Reports 3.1.3Daily Reports 3.1.1Biweekly Reports 3.1.2Biweekly Reports

SD-07 Certificates 1.5Special Inspector

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01 45 35 SD-11 Closeout Submittals 3.1.1Comprehensive Final Report 3.1.3Comprehensive 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 19.01 SD-01 Preconstruction Submittals

1.8.1Preconstruction Survey

1.9.12.1 GSolid Waste Management Permit

1.8.2Regulatory Notifications

1.9 GEnvironmental Protection Plan

1.9.8.2 GDirt and Dust Control Plan

1.8.5 GEmployee Training Records

1.8.4 GEnvironmental Manager

Qualifications

3.14.3 GTemporary Fuel Storage Tank

Approval Request

3.14.5 GUnderground Fuel Storage Tank

Approval Request

1.9.4 GDig Permit

3.8.1 GWaste Determination

Documentation

1.8.3 GLicenses/Permits/Notifications

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01 57 19.01 1.9.9.1 GStormwater Pollution Prevention Plan

1.9.9.1 GStormwater Pollution Prevention

Plan

SD-06 Test Reports 3.8.1.1.2Laboratory Analysis 3.2.2Inspection Reports

3.8.2.1 GSolid Waste Management Report

3.7.2Nonhazardous Solid Waste

Diversion Report 1.9.11.2Hazardous Waste Analysis

Report SD-07 Certificates

1.8.5 GEmployee Training Records

1.9.12.1Solid Waste Management

License 1.7.1Asbestos Certification 1.7.2Lead Certification

3.11 GWritten Assessment Of Friable

Asbestos Disturbance SD-11 Closeout Submittals

3.8.1 GWaste Determination

Documentation

3.8.3.5 GDisposal Documentation for

Hazardous and Regulated Waste

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01 57 19.01 1.8.5 GAssembled Employee Training Records

1.9.12.1 GSolid Waste Management Permit

3.8.2.1 GSolid Waste Management Report

3.8.3.1 GHazardous Waste/Debris

Management

1.9.13.2 GFuel Storage Tank

Installation/Removal Report

1.8.2 GRegulatory Notifications

3.8.2.1Sales Documentation 1.11Environmental Records Binder 3.8.2.1Contractor Certification 3.8.2.1Contractor Certification 1.10General Use Permitted

Equipment 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

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01 78 00 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

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

01 91 00.15 SD-01 Preconstruction Submittals

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01 91 00.15 1.7 G DOCommissioning Firm

1.7.1 G DOLead Commissioning Specialist

1.7.2 G DOTechnical Commissioning

Specialists

1.7 G DOCommissioning Firm's Contract

SD-06 Test Reports

3.1.2.1 G DOInterim Construction Phase

Commissioning Plan

3.1.2.2 G DOFinal Construction Phase

Commissioning Plan

3.1.4.2 G DOPre-Functional Checklists

1.8Issues Log

3.2 G DOCommissioning Report

SD-07 Certificates

1.9 G DOCertificate of Readiness

SD-10 Operation and Maintenance Data

3.1.5 G ROTraining Plan

3.1.5 G ROTraining Attendance Rosters

3.1.6 G DOMaintenance and Service Life

Plans SD-11 Closeout Submittals

3.1.2.1 S DOConstruction Phase

Commissioning Plan

3.2 S DOFinal Commissioning Report

02 82 13.00 10 SD-01 Preconstruction Submittals

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02 82 13.00 10 1.6.2 GAsbestos Hazard Abatement Plan SD-02 Shop Drawings

1.4 GDetailed Drawings

SD-03 Product Data

3.11.3.1 GAsbestos Waste Shipment

Records

2.1 GEncapsulants

1.9.1 GRespiratory Protection Program

3.11 GCleanup and Disposal

1.6.1 GQualifications

1.11Training Program 1.8.1Licenses, Permits and

Notifications SD-06 Test Reports

3.9Exposure Assessment and Air Monitoring

1.7.2…