3. Paint IDIQ - Specifications.pdf

Yokota AB Paint IDIQ

DOCUMENT PROJECT Page 1

CUI

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 02/24 SUMMARY OF WORK

01 11 00.00 10 GENERAL CONTRACT REQUIREMENTS

01 33 00 08/18, CHG 4: 02/21 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 11/16 QUALITY CONTROL

19.01

01/24 TEMPORARY ENVIRONMENTAL CONTROLS -

FORCE INSTALLATIONS

CONSTRUCTION AND DEMOLITION WASTE

AIR

MANAGEMENT

DIVISION

- EXISTING CONDITIONS

02 82 00 01/24 ASBESTOS REMEDIATION

02 83 00 LEAD REMEDIATION

DIVISION 03 - CONCRETE

03 01 00 02/18 REHABILITATION OF CONCRETE

03 62 16 08/23 METALLIC NON-SHRINK GROUTING

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 92 00 08/16 JOINT SEALANTS

DIVISION 09 - FINISHES

09 90 00 05/11 PAINTS AND COATINGS

-- End of Project Table of Contents --

SECTION 01 11 00.00 10 Page 2

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 (2022; ERTA 1 2021) Standard for Portable Fire Extinguishers

NFPA 241 (2022) Standard for Safeguarding Construction, Alteration, and Demolition Operations

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 Safety -- 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 Contractor Quality Control or Designer of Record approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Initial Site Conditions Photos Key Personnel Qualifications; G

SD-07 Certificates

Monthly Progress Photos;

SD-11 Closeout Submittals

Construction Completion Photos;

As built drawing; G

1.4 ACCEPTABLE ALTERNATIVE JAPANESE STANDARDS

A limited set of modified UFGS incorporating previously identified and

SECTION 01 11 00.00 10 Page 3 accepted Japanese standards and methods (also known as Japan Edited 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 suppression systems, including valves, alarm valves, sprinklers.

Fire suppression systems includes wet chemical, dry chemical, mist, deluge, pre-action, 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.

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). Plumbing fixtures conforming to Japanese standards that do not directly dispense potable drinking water are allowed, such as urinals and water closets, bath and shower faucets, utility/janitor faucets, lavatories and sinks.

http://www.poj.usace.army.mil/Business-With-Us/References/

SECTION 01 11 00.00 10 Page 4

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 Personnel shall attend the Preconstruction conference.

1.6.1 Project Manager

The Project Manager shall have a minimum of five (5) years experience as a Project Manager on construction projects containing painting components 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 (must be prime contractor) does not need to be present on the site daily, but shall attend weekly progress meetings (if needed) and be available on site within 24 hours upon request. Project Manager Project Manager may have other duties assigned.

1.6.2 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 (must be prime contractor) shall have a minimum of five (5) years experience as a superintendent on construction projects containing painting components similar in size and scope to this Contract and be qualified requirement at Section 01 45 00.00 10 QUALITY CONTROL for qualification requirements for Architectural work.

The prime contractor shall be able to understand contract document, but not limited to; design documents, drawing, specification, submittals, shop drawings, etc in English and Japanese if document prior to translation is Japanese, and the prime contractor shall provide quality control for the sub-contractors.

The contractor shall submit material submittal, plan, shop drawings etc., for all items/material/work for the project prior to installation/removal/work etc., The contractor shall provide shop drawing and other submittal those shall be approved by the government Contracting Officer prior to contractor performing work and use of material for the designated work.

The prime contractor’s site supervisor, quality control personnel, project

SECTION 01 11 00.00 10 Page 5 manager, shall be able to understand contract document, but not limited to;

design work, drawing, specification, submittals, shop drawings, schedule, etc in both English and Japanese when dealing with local products/systems and shall be understand local systems/products as well, and the prime contractor shall provide quality control for the sub-contractors.

Plan as an effective quality control program which assures that all services required by this contract are performed and provided in a manner that meets professional architectural and engineering quality standards. As a minimum, all documents must be technically reviewed by contractor’s competent design engineers/CQC prior to submit to the government. Correct errors and deficiencies in the contractor’s documents but not limited to;

design proposal, material submittals, etc., prior to submitting to the Government.

After the project award, the contractor shall submit the information of key personnel but not limited to; the project manager, site supervisor, contractor quality control (CQC) manager, design engineers for the qualifications and past experiences. Also, the contact/reference of the past customers may be requested as necessary.

The government Contracting Officer reserves right to direct the prime contractor that the replacement of the contractor personnel/sub-contractor(s) when deemed inadequate to pursue the requirement of the contract successfully but not limited to; not capable of understanding contract /administration documents, design documents, drawings, specifications, submittals, etc., / English documents / not familiar with local product, system information when dealing with local product/system, technical documents, not capable to supervise sub-contractors, not providing quality control, lack of technical supervision and or technical knowledge / not have the ability to pursue the project, etc.

1.6.3 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 receipt of the Notice to Proceed, the Contractor shall submit in writing to the Contracting Officer the qualifications and background history of the proposed interpreter for approval. The Contracting Officer 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. Interpreter shall not have other duties assigned.

SECTION 01 11 00.00 10 Page 6

1.6.4 Contractor Quality Control

1.6.4.1 Contractor Quality Control System Manager (CQCSM)

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

1.6.4.2 Contractor Quality Control Personnel

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

Architectural, Environmental, Submittals, 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 shall be by the prime contractor 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 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.

1.6.5 Site Safety and Health Officer (SSHO)

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS.

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 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

SECTION 01 11 00.00 10 Page 7

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.

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

SECTION 01 11 00.00 10 Page 8

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 are typically not permitted (at least one way traffic shall always be provided, unless agreements are made prior to a full road closure request being submitted).

Work Clearance Permit: Work Clearance Permit: Obtain a work clearance request (AF Form 103) from the construction inspector 21 calendar days in advance before any site work, and, refer AF103 submission timing referencing “Construction Impact Slide” below for any work begins but not limited to; construction work, utility outages, traffic outage, etc. The Contractor shall submit AF 103, Base Civil Engineer Work Clearance Request to coordinate with all base agencies including but not limited to; using agency, 374 CES shops and other related offices/sections.

Utility outages: The Contractor shall submit AF 103, Base Civil Engineer Work Clearance Request to coordinate with all base agencies including but not limited to; using agency, 374 CES shops and other related offices/sections. Obtain a work clearance request (AF Form 103) from the construction inspector 21 calendar days in advance and, refer AF103 submission timing referencing “Construction Impact Slide” below.

The Contractor shall provide advance notice of planned utility outages including but not limited to; electrical power and fire systems. In each request, the Contractor shall specify each utility disconnected, the time and date the service will be deactivated, and the anticipated time and date service will be reactivated. Do not disconnect or deactivate any base utility systems without advance Contracting Officer or Construction Inspector approval. Fire system disconnection and reactivation requires 374 CES/CEF coordination.

Excavation (as required): Obtain a work clearance request (AF Form 103) from the construction inspector 21 calendar days in advance and, refer AF103 submission timing referencing “Construction Impact Slide” below. For excavation, areas containing underground utilities will be designated caution areas. Carefully excavate designated caution areas. Hand excavate

SECTION 01 11 00.00 10 Page 9 within 3 feet of all identified existing utility lines.

Traffic Access: Obtain a work clearance request (AF Form 103) from the construction inspector 21 calendar days in advance before any road closures and, refer AF103 submission timing referencing “Construction Impact Slide” below. Maintain at least one open lane throughout all roadwork. Always provide at least one flag person when a two-way traffic is reduced to a single lane."

Construction Impact Slide: The contractor shall submit impact slides (a digital copy in power point format using the government format template (without the AF103) to the Construction inspector as early as they can with broad date ranges identified for the closures and outages. The government leadership will brief these broad date ranges early to inform for 374 Airlift Wing as upcoming anticipated impact(s) as advanced information.

As soon as the contractor has information of the actual date ranges prior to minimum 3 weeks away from the actual closure, and before the 1st of the subject month that the closure or outages will take place, the contractor should submit the AF103 with the updated impact slide and clearly identified dates.

Impact slides that are to be briefed to the Yokota Air Base leaderships and for the public in that month are published on the first (1) day of each designated month. Thus, the contractor shall provide impact slide with actual dates at the prior month of the planned closure/outages’ month.

For example, when the closure date is 30 July 20xx, the impact slide (both digital/designated power point format and hard copy) and AF103 shall be submitted by the designated closing deadline of impact slide in late June 20xx (verify the submission due date each month with the Construction Inspector so that impact slide for the next month will be surely included for the official publishment).

Submissions for Year End Holiday Seasons: Submittals such as but not limited to; AF103 and other submittals requiring review submitted between 15 December and the first week of January generally, and other meeting, inspection, etc., may not be able to hold due to government personnel/ facility user’s reviewers/ non-availability for year end and New Year holiday seasons. The Contractor shall plan for submittal schedule control.

Material disposal: Remove and dispose of all construction debris off base daily in accordance with Japanese laws and Yokota Environmental Protection.

Report amount of construction debris including PCB generated, disposed or recycled and shall be reported to 374CES/CEIE through the Construction Inspector at the end of the project using the attached form (C/D Form) in Environmental Protection document. Submit manifest for all disposal/waste for both hazardous waste and industrious waste after project completion with the note that manifest was made for the subject project. The contractor shall provide submittal for the contractor’s Environmental protection plan, and disposal plan for government approval prior to start of the project.

1.9 SPECIAL CONTRACT REQUIREMENTS

SECTION 01 11 00.00 10 Page 10

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.

b. Weekly Progress Meetings. A weekly progress meeting may be conducted at the request of the Contracting Officer, 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.

d. Safety and Quality Control Meetings. Safety and quality control

SECTION 01 11 00.00 10 Page 11 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.

1.10 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 10 digital photographs each week throughout the entire project and 10 digital photographs at completion of project. Submit the Initial Site Conditions Photos, Monthly Progress Photos, and Construction Completion Photos. Indicate photographs demonstrating environmental procedures. Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Include a date designator in file names. Cross reference submittals in the appropriate daily report. Photographs provided are for unrestricted use by the Government.

1.11 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.

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 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).

<Request for contractor’s employee passes:>

-30 days prior to the start of desired date of access or on-site work, the contractor shall submit application for Base passes (listed below) to the contracting officer, for wall employees, including subcontractor employees, and vehicles requiring access to Yokota Air Base in order to perform this contract.

SECTION 01 11 00.00 10 Page 12

a. PR Form 1A, Application for Base Pass (for employees).

-Upon completion of this contract, the contractor shall return all employee passes to the visitor control section building (Building 993) and obtain a certification of Receipt. Final payment will be withheld until the contractor has submitted the certificate confirming all passes have been returned.

-Contractor shall follow 374 SFS requirements for escorting any employees who do not have a base pass.

-Government shall not be held responsible for any delay to the contract period of performance if contractor failed to submit required documentation in a timely manner or their employees refused entrance due to failure to follow specified procedure.

1.11.2 No Smoking Policy

Smoking is prohibited on installations except in designated smoking

SECTION 01 11 00.00 10 Page 13 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 dispose off Government property all Contractor generated debris as needed 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.

1.12.2 Working Hours

Normal Working Hours and Days are Monday through Friday, 0730 hours through 1630 hours. Weekend work and holiday work can be approved by the Contracting Officer on a situational basis. Notify the Contracting Officer at least three days in advance when scheduling weekend or holiday work.

1.12.3 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.

1.12.4 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 21 working days notice to enable satisfactory arrangements to be made by the Government for inspecting the work in progress. The request of work may be possible only if it is approved by the government, and the government reserve right to decline the contractor’s request due to

SECTION 01 11 00.00 10 Page 14 reasons but not limited to; office closure, holidays, night time, non-availability of the government personnel, etc. It is not acceptable that the contractor request outside of normal work hours/days such as nighttime, holidays, etc due to the contractor cannot finish job within the performance period in the latter stage of the project due to the lack of contractor’s planning, management and coordination.

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 FIRE PREVENTION DURING CONSTRUCTION

1.13.1 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.

1.13.2 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.

1.13.3 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.

1.13.4 Housekeeping

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

1.13.5 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.

1.13.6 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.

1.14 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

SECTION 01 11 00.00 10 Page 15 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

SECTION 01 11 00.00 10 Page 16 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.

1.15 CORRESPONDENCE

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

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

SECTION 01 11 00 Page 17

SECTION 01 11 00

SUMMARY OF WORK

02/24

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Salvage Plan; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Contract Description

The Yokota AB Paint Indefinite Delivery Indefinite Quantity (IDIQ) contract will execute exterior painting along with surface preparation and repairs required prior to painting, to include the potential abatements and disposal of hazardous substances such as asbestos and lead. The contractor is required to provide a complete and usable facility within the terms and conditions of this contract.

The Contractor shall furnish all labor, management, supervision, tools, materials, equipment, incidental engineering, and transportation, except otherwise specified herein, necessary to perform the work.

For each task order, the contractor shall be provided with a package to include, but not limited to, a Statement of Work (SOW), relevant as-built drawings, photographs, and hazardous material sampling records. The contractor shall develop a price proposal to initiate and complete construction execution in accordance with contract requirements. Routing delivery period for submittal of the price proposal will be 21 calendar days from receipt of the task order package.

Work required to execute the task order that are non-pre-priced line items shall be included in the price proposal and subject to negotiation.

1.3 Statement of Work

The work includes weatherproofing single-story, multi-story and high-rise concrete and masonry buildings, concrete decorative/CMU wall enclosures, metal buildings, conc/steel tanks and supporting facilities, spall & crack repair, removal and disposal of asbestos containing material (ACM) and lead based paint (LBP); mobilization and demobilization of scaffoldings; to include surface preparation, caulking, sealing and other related and incidental work necessary to complete the project in accordance with contract specifications and drawings and subject to terms and conditions of the contract. All work performed by the Contractor or Subcontractors working for the Contractor shall be accomplished in strict accordance with the Unified Facilities Criteria (UFC), conditions of this Contract, base

SECTION 01 11 00 Page 18 regulations and facilities criteria requirements supplied within this Specification, Division 01, General Requirements, and all construction codes referenced in the Contract. Skilled workers shall accomplish the specified work on task orders issued under the contract. All damages to Government properties caused by contractor during performance of any task order shall be replaced with new materials or equipment at no additional cost to the Government. All work shall proceed in such a manner as to minimize the spread of dust, over-spray and flying particles.

1.4 Subcontractors

Subcontractors to be used for the contract shall be identified no later than the pre-construction meeting. Subsequent changes to subcontractors must be reported to the Contracting Officer (CO) in writing prior to use. The prime Contractor shall have the ability to manage and control multiple subcontractors at multiple job sites. Also, the prime Contractor shall ensure subcontractors are competent and capable of handling all assigned tasks.

1.5 Interpreters

A Japanese-English interpreter shall attend any meetings with the Government, including but not limited to the site visit, and the preconstruction conference. The Contractor shall have an English-speaking representative on the job site at all times during the performance of work under this contract. Failure to provide such representative could result in the Contract's work being stopped (at his/her expense) until such time as one is provided.

1.6 Written Communications in English

Any project files or written correspondences generated by the Contractor shall be submitted in the English language. All proposal documents required under this Contract, including, but not limited to, cost estimate, plans, all correspondence of any nature whatsoever, and all other written communications, documents, drawings, reports, etc., of every description, shall be written in English or translated into English before being provided to the Government by the Contractor. Delays encountered because a translated copy was not submitted shall be the Contractor’s expense. All written documents shall be subject to approval by the government.

1.7 OCCUPANCY OF PREMISES

Building(s) will be occupied during performance of work under this Contract.

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

1.8 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

SECTION 01 11 00 Page 19

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 33 00 Page 20

SECTION 01 33 00

SUBMITTAL PROCEDURES

08/18, CHG 4: 02/21

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

Submittal requirements are specified in the technical sections. Examples and descriptions of submittals identified by the Submittal Description (SD) numbers and titles follow:

SD-01 Preconstruction Submittals

Preconstruction Submittals include schedules and a tabular list of locations, features, and other pertinent information regarding products, materials, equipment, or components to be used in the work.

Certificates Of Insurance

Surety Bonds

List Of Proposed Subcontractors

List Of Proposed Products

Baseline Network Analysis Schedule (NAS)

Submittal Register

Schedule Of Prices Or Earned Value Report

Work Plan

Quality Control (QC) plan

Environmental Protection Plan

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and

SECTION 01 33 00 Page 21 other characteristics of materials, systems or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-04 Samples

Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards ensuring work can be judged. Includes assemblies or portions of assemblies that are to be incorporated into the project and those that will be removed at conclusion of the work.

SD-05 Design Data

Design calculations, mix designs, analyses or other data pertaining to a part of work.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. Unless specified in another section, testing must have been within three years of date of contract award for the project.

Report that includes findings of a test required to be performed on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report that includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports

Daily logs and checklists

Final acceptance test and operational test procedure

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that the product, system, or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, installer or Subcontractor through Contractor. The document purpose is

SECTION 01 33 00 Page 22 to further promote the orderly progression of a portion of the work by documenting procedures, acceptability of methods, or personnel qualifications.

Confined space entry permits

Text of posted operating instructions

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and Safety Data Sheets(SDS)concerning impedances, hazards and safety precautions.

SD-10 Operation and Maintenance Data

Data provided by the manufacturer, or the system provider, including manufacturer's help and product line documentation, necessary to maintain and install equipment, for operating and maintenance use by facility personnel.

Data required by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

Data incorporated in an operations and maintenance manual or control system.

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

Submittals required for Guiding Principle Validation (GPV) or Third Party Certification (TPC).

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

1.1.2 Approving Authority

Office or designated person authorized to approve the submittal.

1.1.3 Work

As used in this section, on-site and off-site construction required by contract documents, including labor necessary to produce submittals, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction. In exception, excludes work to produce SD-01 submittals.

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SECTION 01 33 00 Page 23

SD-01 Preconstruction Submittals

Submittal Register; G

1.3 SUBMITTAL CLASSIFICATION

1.3.1 Government Approved (G)

Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, submittals are considered to be "shop drawings."

1.3.2 For Information Only

Submittals not requiring Government approval will be for information only.

Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, they are not considered to be "shop drawings."

1.4 PREPARATION

1.4.1 Transmittal Form

1.4.2 Submittal Format

1.4.2.1 Format of SD-01 Preconstruction Submittals

When the submittal includes a document that is to be used in the project, or is to become part of the project record, other than as a submittal, do not apply the Contractor's approval stamp to the document itself, but to a separate sheet accompanying the document.

Provide data in the unit of measure used in the contract documents.

1.4.2.2 Format for SD-02 Shop Drawings

Provide shop drawings not less than 8 1/2 by 11 inches nor more than 30 by 42 inches, except for full-size patterns or templates. Prepare drawings to accurate size, with scale indicated, unless another form is required.

Ensure drawings are suitable for reproduction and of a quality to produce clear, distinct lines and letters, with dark lines on a white background.

a. Include the nameplate data, size, and capacity on drawings. Also include applicable federal, military, industry, and technical society publication references.

b. Dimension drawings, except diagrams and schematic drawings. Prepare drawings demonstrating interface with other trades to scale. Use the same unit of measure for shop drawings as indicated on the contract drawings. Identify materials and products for work shown.

Submit an electronic copy of drawings in PDF format and native electronic format.

1.4.2.2.1 Drawing Identification

Include on each drawing the drawing title, number, date, and revision numbers and dates, in addition to information required in paragraph

IDENTIFYING SUBMITTALS.

Number drawings in a logical sequence. Each drawing is to bear the number

SECTION 01 33 00 Page 24 of the submittal in a uniform location next to the title block. Place the Government contract number in the margin, immediately below the title block, for each drawing.

1.4.2.3 Format of SD-03 Product Data

Present product data submittals for each section. Include a table of contents, listing the page and catalog item numbers for product data.

Indicate, by prominent notation, each product that is being submitted;

indicate the specification section number and paragraph number to which it pertains.

1.4.2.3.1 Product Information

Supplement product data with material prepared for the project to satisfy the submittal requirements where product data does not exist. Identify this material as developed specifically for the project, with information and format as required for submission of SD-07 Certificates.

Provide product data in units used in the Contract documents. Where product data are included in preprinted catalogs with another unit, submit the dimensions in contract document units, on a separate sheet.

1.4.2.3.2 Standards

Where equipment or materials are specified to conform to industry or technical-society reference standards of such organizations as the American National Standards Institute (ANSI), ASTM International (ASTM), National Electrical Manufacturer's Association (NEMA), Underwriters Laboratories (UL), or Association of…