A.8.5_ 495M_MATOC_DIV_01.pdf

Division 01 MATOC files MATOC16

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 10 00 DESCRIPTION OF WORK

01 11 00.20 33 GENERAL CONTRACT REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 42 15 METRIC MEASUREMENTS

01 45 00 USACE QUALITY CONTROL

01 45 00.10 10 QUALITY CONTROL SYSTEM (QCS)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 00

DESCRIPTION OF WORK

PART 1 GENERAL

1.1 GENERAL DESCRIPTION

1.2 LOCATION

1.3 DEFINITION

1.4 TERM OF CONTRACT

1.5 REQUIREMENTS TYPE CONTRACTS

1.6 TASK ORDER PROCEDURES

1.6.1 Fixed Price Task Orders

PART 2 PRODUCTS

2.1 D-B TASK ORDERS

2.1.1 Project Scope

2.2 D-B-B TASK ORDERS

2.2.1 Project Scope

2.3 CONTRACTOR'S PROPOSAL SCHEDULE

2.4 COST PROPOSAL

2.5 TASK ORDER AWARD

PART 3 EXECUTION (NOT USED)

-- End of Section Table of Contents --

SECTION 01 10 00 Page 1

SECTION 01 10 00

DESCRIPTION OF WORK

PART 1 GENERAL

1.1 GENERAL DESCRIPTION

The work includes, but is not limited to, providing zero to 100 percent design effort, reproduction, labor, transportation, materials, equipment, and supervision necessary to accomplish various maintenance, repairs, alterations, construction, demolition, and associated incidental environmental work (including but not limited to asbestos, lead-based paint, mold, PCBs, site contamination, etc.) to U.S. Government facilities in Japan, by means of this Multiple Award Task Order Contract (MATOC).

Task Orders shall be issued by the Contracting Officer as either a Design-Bid-Build (D-B-B) or as a Design-Build (D-B) Task Order.

1.2 LOCATION

Work is located at various U.S. Government facilities in Japan. The Contracting Officer shall identify the exact location of each project on the Task Order.

1.3 DEFINITION

The term "United States" shall appear before the word "Government" whenever the latter word appears in this Contract, except where the word "Government" refers to a different-named Government.

1.4 TERM OF CONTRACT

The Contract term shall be for a base period of twenty-four (24) months, commencing on the date of award, and three (3) twelve-month and one (1) six-month option periods. The Government has the option to extend the term of the Contract under the option periods, in accordance with Section 00 70 00 CONDITIONS OF THE CONTRACT, Contract Clause 52.217-9, OPTION TO

EXTEND THE TERM OF THE CONTRACT.

1.5 REQUIREMENTS TYPE CONTRACTS

Task Orders shall not be issued under this Contract when the work directly conflicts with the scope of an installation's requirements type Contract.

Task Orders may be issued under this Contract if the conflicting work is incidental to the overall scope of the Task Order.

1.6 TASK ORDER PROCEDURES

A fixed price shall be paid for each Task Order as specified in the following procedures.

1.6.1 Fixed Price Task Orders

Payment for fixed priced Contracts shall be made pursuant to Contract clause 52.232-5, PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS.

Partial payments are authorized based on agreement by the Contractor and

SECTION 01 10 00 Page 2 the Government of the percentage of work completed.

PART 2 PRODUCTS

2.1 D-B TASK ORDERS

Task Orders issued under the D-B process are generally for projects that require significant engineering and design effort by the Contractor prior to construction. Examples of these types of projects shall include, but not limited to, full barracks renovations, condensate tank design, electrical substation designs, fuel storage facilities, fire suppression systems, etc. The Task Order shall be awarded for design and construction efforts combined.

2.1.1 Project Scope

The project scope under D-B Task Orders includes, but not limited to, the scope of work, design requirements, construction method requirements, Contract Cost Limitations (if any), shop drawings, project duration, and the amount of liquidated damages that can be assessed (if any). Project scope under D-B Task Orders shall be of a complex nature.

2.2 D-B-B TASK ORDERS

Task Orders issued under the D-B-B process includes a complete design package and specifications, and is applicable to the construction phase of the project only.

2.2.1 Project Scope

The project scope under D-B-B Task Orders is defined by the complete design package. In addition, the D-B-B Task Order includes, but not limited to, shop drawings, construction duration, and the amount of liquidated damages that can be assessed (if any).

2.3 CONTRACTOR'S PROPOSAL SCHEDULE

Submit a proposal in accordance with the rates in the schedule in Section 00 10 00 and the Task Order CLIN Schedule. Schedule requirement of the Task Order shall be based upon the complexity, urgency and level of detail necessary for the success of the Task Order.

2.4 COST PROPOSAL

a. Divide cost proposals into two separate parts for D-B Task Orders:

(1) Design (D-B only). The first part shall cover all design effort required, to include all design meetings, on-board reviews, site visits, reproduction, and any engineering services during construction.

(2) Construction (D-B and D-B-B). The second part shall cover all construction effort required, to include all quality control, supervision and any technical requirements during construction.

b. Consider the project scope, customers' requirements, design and construction requirements, code requirements, safety requirements, quality, maintainability, operability, and cost when preparing a proposal. Provide concept sketches or drawings for proposed methods, SECTION 01 10 00 Page 3 proposed schedules (design and construction), cost proposals, and other information as required.

c. Propose representative costs for materials, equipment rentals, disposal, testing and laboratories required. In addition, the costs shall reflect the recommended design and construction methodology.

Provide quotes for known materials, equipment, disposal, testing and laboratory costs. Select quotes that meet the specifications.

Provide equipment catalog cut sheets with manufacturer's specifications and manufacturer's installation procedures or execution specifications. Consolidate shop drawings, catalog cuts, detailed scope of work, sketches, drawings, specifications, quotes, and price estimates into a comprehensive proposal.

The Government reserves the right to challenge any proposed costs and may require the Contractor to obtain additional quotes or may require the Contractor to further justify the proposed costs. The Government's identification of any commercial sources is merely informational in nature and shall not constitute an endorsement of a particular source or product.

2.5 TASK ORDER AWARD

Award of individual Task Orders shall be made as indicated in Section 00 73 00 SUPPLEMENTARY CONDITIONS. When evaluation factors other than proposed price are used as the basis for award, the Contracting Officer may review the Contractor's proposal and may revise the project scope and/or negotiate with the Contractor.

PART 3 EXECUTION (NOT USED)

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SECTION 01 10 00 Page 4

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00.20 33

GENERAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

1.2 ACCEPTABLE ALTERNATIVES FOR JAPANESE STANDARDS

1.3 KEY PERSONNEL QUALIFICATIONS

1.3.1 Program Manager

1.3.2 Project Manager

1.3.3 Project Superintendent (Supervisor)

1.3.4 English Speaking Representative (Interpreter)

1.3.5 Contractor Quality Control System Manager (CQCSM)

1.3.6 Site Safety and Health Officer (SSHO)

1.4 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (MAY 2013)

1.5 PERMITS AND RESPONSIBILITIES

1.6 SPECIAL CONTRACT REQUIREMENTS

1.6.1 Occupancy of Premises

1.6.2 Existing Work

1.6.3 Requests for Utility Outage, Hot Work, Traffic Controls, and

Area Closures

1.6.4 Reimbursement for Public Works Support of Electrical Outages

1.6.5 Meetings

1.7 LOCATION OF UNDERGROUND UTILITIES

1.8 BASE REGULATIONS

1.8.1 Request for Contractor's Employee Passes and Vehicle Passes

1.9 ORDER OF WORK

1.9.1 Schedule

1.9.2 Working Hours

1.9.3 Work Outside of Regular Hours

1.10 FIRE PREVENTION DURING CONSTRUCTION

1.10.1 General

1.10.2 Supply

1.10.3 Fire Extinguishers

1.10.4 Housekeeping

1.10.5 Handling of Gasoline

1.10.6 Notification of Fire

1.11 MATERIAL DISPOSAL

1.12 CONTRACTOR FURNISHED MATERIAL AND WORKMANSHIP

1.13 CORRESPONDENCE

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 11 00.20 33 Page 1

SECTION 01 11 00.20 33

GENERAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

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

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

U.S. Navy Commander Fleet Activities Sasebo (CFAS)

CFAS Instruction 11262.1K Management of Weight Handling Equipment (WHE) Program

CFAS Instruction 5532.2D Base Access Control

1.2 ACCEPTABLE ALTERNATIVES FOR JAPANESE STANDARDS

Attachment 01 11 00.20 33-A provides a listing of Japanese standards which are considered acceptable alternatives to the US standards within the Contract. Where individual specifications sections require the use of products meeting US standards, the use of products not specifically meeting these US standards is prohibited. Japanese standards not included in this list or not referenced elsewhere in these specifications as being acceptable alternatives to US standards may be submitted to the Contracting Officer for approval as acceptable alternatives. Prior to the use of such Japanese standards, written approval by the Contracting Officer is required.

1.3 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 Superintendent, Project Engineer, and CQC Manager 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, SECTION 01 11 00.20 33 Page 2 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.

1.3.1 Program Manager

The Program Manager is responsible for the overall management of the Contract. The Program Manager shall have a minimum of five (5) years experience in the administration of construction Contracts, and shall have a thorough knowledge of the duties of key management personnel assigned to Task Orders issued under this Contract.

1.3.2 Project Manager

A Project Manager may be required during construction for some Task Orders issued to the Contractor, as indicated in the Task Order Request for Proposal. 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 Task Orders of this Contract. The Project Manager shall maintain oversight of Task Order proposals prepared by the Contractor staff and be authorized to negotiate Task Order 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. The Project Manager shall have one of the licensing qualifications as shown in Attachment 01 11 00.20 33-B.

1.3.3 Project Superintendent (Supervisor)

A Project Superintendent shall be assigned to each Task Order issued to the Contractor. 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 Task Order 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 Task Orders of this Contract. The Project Superintendent shall have one of the licensing qualifications as shown in Attachment 01 11 00.20 33-B.

1.3.4 English Speaking Representative (Interpreter)

At all times during the Contract period the Contractor shall have an employee capable of fluent bilingual speech in the Japanese and English languages at the job site. The bilingual interpreter shall have the capability to receive and issue concise and technical explanation and instructions between the Government representative(s) and Contractor supervisory personnel concerning all aspects of Contract administration and construction. Within five (5) 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.

SECTION 01 11 00.20 33 Page 3

1.3.5 Contractor Quality Control System Manager (CQCSM)

See Section 01 45 00 USACE QUALITY CONTROL and Attachment 01 11 00.20 33-B.

1.3.6 Site Safety and Health Officer (SSHO)

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS and Attachment 01 11

00.20 33-B.

1.4 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (MAY 2013)

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

JAN 8 1 2 5 7

FEB 9 3 4 7 6

MAR 6 6 7 8 7

APR 3 6 6 6 7

MAY 4 4 6 6 6

JUN 5 9 8 6 12

JUL 6 6 6 6 9

AUG 6 6 5 9 9

SEP 6 7 6 7 9

OCT 4 5 4 4 8

NOV 6 4 4 4 5

DEC 7 1 3 5 5

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

SECTION 01 11 00.20 33 Page 4 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.

1.5 PERMITS AND RESPONSIBILITIES

a. 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 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.

c. The Contractor shall submit a schedule of planned power outages and utility disruptions to the Contracting Officer with the initial project schedule. Notification of specific power outages and utility disruptions shall be in writing to the Contracting Office not less than thirty (30) calendar days in advance of the intended closure. All power outages and utility disruptions will be coordinated with base officials and are subject to base requirements. No power outages and utility disruptions will be permitted (unless under emergency conditions) until the contractor

SECTION 01 11 00.20 33 Page 5 receives written approval from the Contracting Officer.

1.6 SPECIAL CONTRACT REQUIREMENTS

1.6.1 Occupancy of Premises

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

1.6.2 Existing Work

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.6.3 Requests for Utility Outage, Hot Work, Traffic Controls, and Area Closures

Requests for Utility Outage, Hot Work, Traffic Controls and Area Closures are required for the Government for coordination and/or approval. The Contractor shall submit outage requests in English not less than 15 working days in advance.

1.6.4 Reimbursement for Public Works Support of Electrical Outages

The Contractor shall reimburse the CFAS Public Works Department for its costs to prepare for, support, and recover from Contractor requested utility outages associated with this work. Public Works efforts include setting up generators, securing elevators and securing utilities before the outage, and restoring these systems after the outage. The work includes resetting steam systems, air conditioning systems, hot water systems and electrical systems. Outages during the heating and cooling season cost $1,369 to support during normal working hours, and $3,200 during overtime hours. Outages in the spring and fall, between heating and cooling seasons, cost $1,150 to support during normal working hours, and $2,696 during overtime hours.

1.6.5 Meetings

a. Weekly. A weekly progress meeting shall be conducted, with the day, time, and location to be determined at the Preconstruction Conference. The Contractor's Project Engineer, Superintendent, Interpreter, and Quality Control Manager shall attend.

Representatives from the Government may include, but are not limited to, Facilities Department, JED KRO, and PM. 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.

SECTION 01 11 00.20 33 Page 6

a. Post Award Orientation. A post award orientation (often referred to as a Preconstruction Conference for Design-Bid-Build contracts or a Pre-performance Conference for Design-Build contracts) 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. Progress Meetings. A weekly progress meeting shall be conducted, with the day, time, and location to be agreed upon between the Contractor and Contracting Officer. The Contractor's Project Manager, Superintendent, Interpreter, and Quality Control Manager shall attend. Representatives from the Government may include, but are not limited to, representatives from the using agency, Directorate of Public Works personnel, Resident Office personnel, and the Japan Engineer District PM. The Contractor shall be prepared to provide a schedule showing 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. The contractor is responsible for providing soft copies of meeting minutes in English within 4 working days of the progress meeting.

c. Red Zone Meeting. A Red Zone meeting shall be conducted for contracts with a value in excess of $500,000 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 Red Zone should typically be scheduled for 90 calendar days prior to the contract completion date. The contractor is responsible for providing soft copies of meeting minutes in English within 4 working days of the progress meeting.

d. Safety and Quality Control Meetings. Safety and quality control meetings shall be held as needed and determined by the Contractor. See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS and Section 01 45 00 USACE QUALITY CONTROL for specific requirements.

e. Weekly. A weekly progress meeting shall be conducted, with the day, time, and location to be determined at the Preconstruction Conference. The Contractor's Project Engineer, Superintendent, Interpreter, and Quality Control Manager shall attend.

Representatives from the Government may include, but are not limited to, Facilities Department, JED KRO, and PM. 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.

1.7 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation by contacting the Contracting Officer fifteen (15) calendar days in advance. Scan the construction site with electromagnetic or sonic equipment, and mark the

SECTION 01 11 00.20 33 Page 7 surface of the ground where existing underground utilities are discovered.

Verify the elevations of existing piping, utilities, and any type of underground or encased obstruction not indicated to be specified or removed but indicated or discovered during scanning in locations to be traversed by piping, ducts, and other work to be conducted or installed.

Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.8 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.

1.8.1 Request for Contractor's Employee Passes and Vehicle Passes

a. No employee or representative of the Contractor shall be admitted to the work site without a Contracting Officer's furnished authorized admittance. Refer to CFAS Instruction 5532.2D Base Access Control.

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 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/post for the project duration.

b. Provide all information required for background checks to meet Base access requirements to be accomplished by installation 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).

In addition to security requirements, cranes, delivery "unic" trucks, forklifts, backhoes, and other equipment capable of vertical lift operations must comply with NAVFAC rules for access to the base. Refer to CFAS Instruction 11262.1K Management of Weight Handling Equipment (WHE) Program. The operator must submit a P-1 Pass request and submit the equipment, its records, and operator records for inspection by Public Works prior to the initial entry onto base property. Vehicle passes for vertical lift equipment must be renewed monthly with Public Works as long as the equipment remains on base property.

c. 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.

1.9 ORDER OF WORK

1.9.1 Schedule

Schedule all work to cause the least amount of interference with activity

SECTION 01 11 00.20 33 Page 8 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 a Task Order (DD Form 1155), the Contractor shall begin and complete all required work; ready for use and including cleanup, within the time period specified on the Task Order. All work scheduled in occupied areas shall be accomplished in such a manner as to cause the least possible inconvenience to the occupants.

1.9.2 Working Hours

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

1.9.3 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 his representative. Unless directed by a Contracting Officer, work accomplished outside regular working hours shall be at no additional cost to the Government.

1.10 FIRE PREVENTION DURING CONSTRUCTION

1.10.1 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.

1.10.2 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.

1.10.3 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.

1.10.4 Housekeeping

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

SECTION 01 11 00.20 33 Page 9

1.10.5 Handling of Gasoline

Gasoline shall be stored in U.L. (Underwriter's Laboratory) or F.M.

(Factory Mutual) 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 20 feet away from the building area.

1.10.6 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.

1.11 MATERIAL DISPOSAL

Where materials are to be turned over to the Contractor for disposal, every effort shall be made to obtain credit from the disposal to reduce the cost of the Contract. The Contractor's material disposal costs shall include hauling and disposal costs for work performed in accordance with all applicable local and U.S. laws and regulations.

1.12 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 Office shall make the final determination of the acceptability of any material used on this contract.

1.13 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 001 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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SECTION 01 11 00.20 33 Page 10

Section Section Title/Material Description US Standard Japanese Standard

03 20 00.00 10 Concrete Reinforcement Welded Wire Fabric ASTM A 185 JIS G 3551

Reinforcing Steel ASTM A 615 JIS G 3112 SD295A (D16 & Less) Reinforcing Steel ASTM A 615 JIS G 3112 SD345 (D19 & Larger)

03 30 00.00 10 Cast-In-Place Concrete Chemical Admixtures for Use in Producing Flowing Concrete

ASTM C1017/C1017M JIS A 6204

Test Method for Potential Alkali Reactivity of Aggregates

ASTM C1260 JIS A 1146

Test Method for Sieve Analysis of Fine and Coarse Aggregates

ASTM C136 JIS A 1102

Test Method for Slump of Hydraulic-Cement Concrete

ASTM C143/C143M JIS A 1101

Portland Cement ASTM C150 JIS R 5210 Practice for Sampling Freshly Mixed Concrete ASTM C172/C172M JIS A 1115 Practice for Making and Curing Concrete Test Specimens

ASTM C192/C192M JIS A 1132

Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method

ASTM C231/C231M JIS A 1128

Practice for Making and Curing Concrete Test Specimens in the Field

ASTM C31/C31M JIS A 1132

Test Meth. for Comp. Strength of Cyld. Conc. SpecASTM C 39/C 39 M JIS A 1108 Chemical Admixtures for Concrete ASTM C494/C494M JIS A 6204 Cellular Glass Thermal Insulation ASTM C552 JIS A 9521 Rigid, Cellular Polystyrene Thermal Insulation ASTM C578 JIS A 9521 Unfaced Preformed Rigid Cellular Polyisocyanurate Thermal Insulation

ASTM C591 JIS A 9521

Fly ash for use in concrete ASTM C618 JIS A 6201 Portland pozzolan cement ASTM C618 JIS R 5212 Test Method for Flexural Strength of Concrete ASTM C78/C78M JIS A 1106

Ready Mix Concrete ASTM C 94 JIS A 5308 Slag Aggregate for Concrete ASTM C 989 JIS A 5011 Concrete Aggregates ASTM C 33 JIS A 5005 Air-Entrained Admixture for Concretre ASTM C 260 JIS A 6204

Practice for Sampling Aggregates ASTM D75/D75M JIS A 1126 Test Methods for Water Vapor Transmission of Materials

ASTM E96/E96M JIS A 9511

03 30 53 Miscellaneous Cast-In-Place Concrete Slag Aggregate for Concrete ASTM C 989 JIS A 5011 Portland Cement ASTM C 150 JIS R 5210 Ready Mix Concrete ASTM C 94 JIS A 5308 Steel Bars for Concrete Reinforcement ASTM A 615/A 615M JIS G 3112 Welded Wire Fabric ASTM A 185 JIS G 3551 Concrete Aggregates ASTM C 33 JIS A 5005 Air-Entrained Admixture for Concretre ASTM C 260 JIS A 6204 Polyethylene Sheet ASTM C 171 JIS K 6781 Test Method for Slump of Hydraulic-Cement ASTM C 143/C 143 M JIS A 1101 Practice for Sampling Fresh Concrete ASTM C 172 JIS A 1115 Test Method for Air Content by Volume ASTM C 173/ C 173 M JIS A 1118 Test Method for Air Content by Pressure Method ASTM C 231 JIS A 1128 Practice for Making and Curing Concrete Test SpeASTM C 31/C 31 M JIS A 1132 Test Meth. for Comp. Strength of Cyld. Conc. SpecASTM C 39/C 39 M JIS A 1108

04 20 00 Unit Masonry Concrete Blocks ASTM C 90 JIS A 5406 Bricks ASTM C 62 JIS R 1250

05 12 00 Structural Steel Rolled Steel for General Structure ASTM A 36/A 36M JIS G 3101 Rolled Steel for Welded Structure ASTM A 36/A 36M JIS G 3106 Hot Rolled Atmospheric Corrosion Resisting Steel for Welded Structure

ASTM A 36/A 36M JIS G 3114

Rolled Steel for Building Structure ASTM A 36/A 36M JIS G 3136

Acceptable Alternative Japanese Standards

01 11 00.20 33-A W912HV-16-R-0003

Rolled Bars for Building Structure ASTM A 6/A 6M JIS G 3138 Light Gage Steel for General Structure JIS G 3350 Welded Light Gage H Steel for General JIS G 3353 Carbon Steel Tubes for General Structural ASTM A 500 JIS G 3444 Carbon Steel Square Pipes for General ASTM A 53 JIS G 3466 Bolts ASTM A 307 JIS B 1180 High-Strength Bolts ASTM A 325 JIS B 1186 Washer ASTM F 436 JIS B 1256

05 52 00 Metal Railings Bolts ASTM A 307 JIS B 1180 Carbon Steel Tubes for General Structure ASTM A500/A500M JIS G 3444 Carbon Steel Square Pipes for General Structure ASTM A53/A53M JIS G 3466

06 10 00 Rough Carpentry Structural Plywood APA PS2 JAS No. 516 Plywood for Concrete Form APA PS1 JAS No. 932 Softwood Structural Lumber JAS No. 1627 Laminated Wood ANSI/AITC A190.1 JAS No. 111 Structural Laminated Wood ANSI/AITC A190.1 JAS No. 112 Softwood Finish Lumber ALSC PS20 JAS No. 1084 Softwood Seathing JAS No. 1085 Hardwood Lumber AHA A135.4 JAS No. 1086

06 20 00 Finish Carpentry Cabinets Kitchen Base Cabinet KCMA A161.1 Matsushita

Sunwave Vanity KCMA A161.1 TOTO

Matsushita Kitchen Wall Cabinets Cabinet KCMA A161.1 DAIKEN

06 41 16.00 10 Plastic-Laminate-Clad Architectural Cabinets

Countertops ANSI A161.2 AICA, ABC, YAMAHA, TOTO

06 61 16 Solid Surfacing Fabrications High-pressure Decprative Laminate ANSI/NEMA LD 3 JIS A 6514

Countertops ANSI/NEMA LD 3 JIS A 6514

07 21 16 Mineral Fiber Blanket Insulation

ASTM C 612 JIS A 9504

07 41 13 Metal Roof Panels Non-Structural Metal Roofing ASTM A 755/A 755M JFE kouhan Co. JIS A6514

Formed Japanese Metal Roofing ASTM A 792/A 792M Nittetsu kouhan Co.

Sekino Co.

Chiyoda

YODOKOU

Horizontal Metal Roofing Sheets Gantan Sankoumetal Tsukihoshi

YODOKOU

07 61 14.00 20 Steel Standing Seam Roofing Formed Japanese Metal Roofing ASTM A 755/A 755M JFE kouhan Co. JIS A6514

ASTM A 792/A 792M Nittetsu kouhan Co.

Sekino Co.

Chiyoda

YODOKOU

08 11 16 Aluminum Doors and Frames ASTM A 36/A 36M, B 209M JIS A4702, A4704, A4705

ASTM B 221M, E 283, E 331 JIS A4706, A4709, A4713

JIS A4715, A6512

09 22 00 Supports for Plaster and Gympsum Board Nonstructural Steel Framing Members ASTM C 645 JIS A 6517

09 29 00 Gypsum Board Gypsum Board ASTM C 1396/C 1396M JIS A 6901

09 30 10 Ceramic, Quarry, and Glass Tiling

Ceramic Tile ANSI A137.1 JIS A 5209

09 51 00 Acoustical Ceilings

Acoustical Ceiling ASTM E 1264 JIS A 6301 Metal Ceiling Suspension System ASTM C 645 JIS A 6517

09 65 00 Resilient Flooring

Resilient (Vinyl Composition Floor Tile) ASTM F 1066 JIS A 5705

09 90 00 Paints and Coatings Anti Rust Paint MPI 101, MPI 107, MPI 79 JIS K5621, JASS 18 M-109 EP - Exterior Latex, Semi-Gloss, MPI Gloss Level

MPI 11 JIS K 5663

SOP - Interior Latex, Semi-Gloss, MPI Gloss Level 5

MPI 54 JIS K 5516

OS - Interior Oil Modified Urethane Clear Satin MPI 57 JASS 18 Paragraph 5.9, JIS K5421

NAD - Interior Alkyd, Semi-Gloss, MPI Gloss Level 5

MPI 47 JIS K5516

VP - Interior Latex, Semi-Gloss, MPI Gloss Level

MPI 54 JIS K 5670

10 28 13 Toilet Accessories

Mirrors ASTM C 1036 JIS R 3220

12 32 00 Manufactured Wood Casework

Cabinets Matsushita Kitchen Base Cabinet KCMA A161.1 Sunwave

TOTO

Vanity KCMA A161.1 Matsushita

DAIKEN

Kitchen Wall Cabinets Cabinet KCMA A161.1 Matsushita

21 13 13.00 10 Wet Pipe Sprinkler System, Fire Protection

Steel Pipe Black ASTM A53/ A53M JIS G 3452 / JIS 3454 Malleable Iron Threaded Fittings ASME B16.3 JIS B 2301 Steel Buttwelding Fittings ASME B16.9 JIS B 2311

22 00 00 Plumbing, General Purpose Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless ASTM A 53/A 53M, Sch 40 JIS G 3452/JIS G 3454/JIS B 2301

Valves, Cast Iron MSS SP-70 JIS B 2031 Water Closet ASME A112.19.2M Manufacturer: Toto, Inax

Countertop Lavatories ASME A112.19.2M Manufacturer: Toto, Inax Kitchen Sinks ASME A112.19.3M Manufacturer: Toto, Inax

Bathtubs, Porcelein ASME A112.19.4M Manufacturer: Toto, Inax Floor and Shower Drains ASME A112.6.3 JIS A 4002

Cast Iron Pipe and Fittings, Hub and Spigot ASTM A 74 JIS G 5525 Cast Iron Pipe and Fittings, Hubless CISPI 301/ASTM A 888 JIS G 5525 Steel Pipe, Galvanized ASTM A 53 / A 53M JIS G 3452/JIS G 3454/JIS B 2301

Copper Pipe, Seamless ASTM B 42 JIS H 3300/JIS H 3401 Poly(Vinyl Chloride) (PVC) Plastic Drain, Waste, and Vent Pipe and Fittings

ASTM D 2665 JIS K 6739/JIS K 6741

Coextruded Poly (Vinyl Chloride) (PVC) Plastic Pipe with a Cellular Core

ASTM F 891 JIS K 6739/JIS K 6741

Coextruded Poly(Vinyl Chloride) (PVC) Non- Pressure Plastic Pipe Having Reprocessed- Recycled Content

ASTM F 1760 JIS K 6739/JIS K 6741

23 00 00 Air Supply, Distribution, Ventilation, and Exhaust Systems

Ceiling Exhaust Fan UL listed Manufacturer: National, Duct, Galvanized Steel Sheet ASTM A 653/A 653M JIS G 3302

23 07 00 Thermal Insulation for Mechanical Systems

Aluminum and Aluminum-Alloy Sheet and Plate ASTM B 209M JIS H 4000

Pipe Insulation, Mineral Fiber ASTM C 547 JIS A 9504 Duct Insulation, Mineral Fiber ASTM C 553 JIS A 9504

23 64 26 Chilled, Chilled-Hot, and Condenser Water Piping Systems

Steel Pipe, Black ASTM A 53/A 53M, Sch 40 JIS G 3452/JIS G 3454/JIS B 2301

Copper Tubing ASTM B 88M, Type M JIS H 3300 Copper and Bronze Fittings ASME B16.22 JIS H 3300/JIS H 3401 Bronze Gate, Globe, Angle and Check Valves MSS SP-80 JIS B 2011

Ball Valve MSS SP-72/ MSS SP-110 Manufacturer: Kitz, Toyo Valve Pressure Relief Valve ANSI Z21.22 Manufacturer: Venn, Kaneko

Sangyo

23 82 02.00 10 Unitary Heating and Cooling Equipment Fan Coil Units AHRI 440 Manufacturer: Daikin, Mitsubishi

23 82 19 Fan Coil Units Fan Coil Units AHRI 440 Manufacturer: Daikin, Mitsubishi

26 12.19 10 Three-Phase Pad-Mounted Transfers

Pad mounted transformer station 3PH4W ANSI C57.12.27 JIS C 4620 Dry-type transformer station 45KVA ANSI C57.12.50 JEC-2200/JEM1310

26 20 00 Interior Distribution System

Interior Distribution System Connector UL 651A, NEMA TC 6 JIS C 8433 Elbows UL 651A, NEMA TC 6 JIS C 8434

Electrical Nonmetallic tubing NEMA TC 13 JIS C 8411 class PF Panelboard JIS C 8480 Disconnect switch NEMA SG3 JIS C 4606

Door chime and Push Button MCCB 3P400AF/100AT GFI type

NEMA AB1/UL 489 JIS C 8371

Outlet boxes Metallic UL 514A/NEMA OS1 JIS C 8336 Outlet boxes Non-metallic UL 514C JIS C 8435 Cast metal hub type boxes UL 886 JIS C 8340 Bonding conductors, bare copper, solid, ATSM B1 JIS C 3101 Bonding conductors, bare copper ATSM B8 JIS C 3105, class 1, general use 600V Insulated wire, 60 degree C UL 83 JIS C 3307 600V Insulated wire, 75 degree C UL 44 JIS C 3317 600V Insulated wire, 90 degree C UL 44 JSC 360 EMT conduit UL 797 JIS C 8305, type E

Couplings UL 514B JIS C 8330 Elbows UL 6 JIS C 8330 Type EB & A rigid PVC & HDPE conduit UL 651A, NEMA TC 6 JIS C 8430 - increase burial depth to same as direct buried Couplings UL 651A, NEMA TC 6 JIS C 8432 Connectors UL 651A, NEMA TC 6 JIS C 8433

Elbows UL 651A, NEMA TC 6 JIS C 8434 Electrical Nonmetallic tubing NEMA TC 13 JIS C 8411 class PF

26 32 13.00 20 Single Operation Generator Sets Generator with MCCB and control system NEMA MG1 JIS/JEM/JEC/SBA/NEGA

26 51 00 Interior Lighting Switch/3-way Switch UL 20 JIS C 8304

27 10 00 Building Telecommunications Cabling System

Telephone outlet RJ11 FCC 68.500 Television outlet IEC 60169-1 EIAJ RC-5220A/JIS C 5410

28 31 64.00 10 Fire Detection and Alarm System

Metal Conduit UL6 JIS C 8305

31 00 00 Earthwork

Fine Aggregates ASTM C 33 JIS A 5308 Concrete Aggregates ASTM C 33 JIS A 5005

32 10 00 (Pervious) Bituminous Concrete Pavement

Asphaltic Concrete Cement Binder ASTM D 946 JIS K 2207

32 11 23 Aggregate and/or Graded-Crushed Aggregate Base Course Test Method for Sieve Analysis of Fine and Coarse Aggregates

ASTM C136/C136M JIS A 1102

Test Method for Materials Finer than 75-um (No.

200) Sieve in Mineral Aggregates by Washing

ASTM C 117 JIS A 1103

Liquid Limit, Plastic Limit, and Plasticity Index of Soils

ASTM D 4318 JIS A 1205

Test Method for Density and Unit Weight of Soil in Place by Sand-Cone Method

ASTM D1556/D1556M JIS A 1210

Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-lbf/ft3) (2700 kN-m/m3)

ASTM D 1557 JIS A 1210

32 11 24 Graded Crushed Aggregate Base Course for

(Pervious)(Flexible) Crushed Stone for Road ASTM D 692 JIS A 5001

32 12 10 Bituminous Tack and Prime Coats

Prime/Tack Coat ASTM D 977 JIS K 2208

32 12 17 Hot Mix Bituminous Pavement Coarse Aggregate for Bituminous Paving Mixtures ASTM D 692/D 692 M JIS A 5001

Fine Aggregate for Bituminous Paving Mixtures ASTM D 1073 JIS A 5005

Test Method for Sieve Analysis of Fine and Coarse Aggregates

ASTM C136/C136M JIS A 1102

Test Method for Materials Finer than 75-um (No.

200) Sieve in Mineral Aggregates by Washing

ASTM C 117 JIS A 1103

Specific Gravity and Density of Semi-Solid Bituminous Materials (Pycnometer Method)

ASTM D 70 JIS K 2249/K 2207

Test Method for Density, Relative Density (Specific Gravity), and Absorption of Coarse Aggregate

ASTM C 127 JIS A 1110

Test Method for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine

ASTM C 131 JIS A 1121

Test Method for Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate

ASTM C 88 JIS A 1112

Test Method for Bulk Density ("Unit Weight") and Voids in Aggregate

ASTM C 29/C 29M JIS A 1104

Method for Density, Relative Density (Specific Gravity), and Absorption of Fine Aggregate

ASTM C 128 JIS A 1109

Test Method for Density of Hydraulic Cement/Specific Gravity of Soil Solids by Water Pycnometer

ASTM C 188/D 854 JIS A 1202

32 17 24.00 10 Pavement Markings Paint, Traffic and Airfield Markings, Waterborne FS TT-P-1952 JIS K 5664

Beads (Glass Spheres) Retro-Reflective (Metric) FS TT-B-1325, Type I, Gradation A

JIS R 3301, Class 1

Glass Beads Used in Pavement Markings AASHTO M 247, Type I JIS R 3301, Class 1

33 11 00 Water Distribution

Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless

ASTM A53/A53M JIS G 3442

Carbon Structure Steel ASTM A 36/A 36M JIS G 3251 Ductile-Iron and Gray-Iron Fittings for Water AWWA C110 JIS G 5526 Flanged Ductile-Iron Pipe With Ductile-Iron or

Gray-Iron Threaded Flanges/Ductile-Iron Pipe, Centrifugally Cast, for Water

AWWA C 115/C 151 JIS G 5527

Rigid Poly(Vinyl Chloride) (PVC) Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds

ASTM D 1784 JIS K 6741/6742

Heat Fusion Joining Polyolefin Pipe and Fittings ASTM D 2657 JIS K 6742/6739

Poly(Vinyl Chloride) (PVC), Plastic Pipe, Schedules 40, 80, and 120

ASTM D 1785 JIS K 6743

Polyvinyl Chloride (PVC) Pressure Pipe, and Fabricated Fittings, 4 In. Through 12 In. (100 mm Through 300 mm), for Water Distribution

AWWA C 900

Polyethylene (PE) Pressure Pipe and Tubing, 1/2 In. (13mm) Through 3 In. (76 mm), or Water Service

AWWA C 901 JIS K 6762

Polyethylene pipe Fitting AWWA C 902 JIS K 6763 Reinforced Concrete Pressure Pipe, Steel- Cylinder Type

AWWA B 300 JIS K 1207

Prestressed Concrete Pressure Pipe, Steel- Cylinder Type

AWWA B 301 JIS K 1102

33 30 00 Sanitary Sewers Cast Iron Soil Pipe and Fittings ASTM A 74 JIS G 5525 Zinc (Hot-Dip Galvanized) Coatings on Iron and

Steel Products

ASTM A 123/123 M JIS 3452/B 2301

Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals

ASTM D 3212 JSWAS K-1

Valve JIS B 2031/2011 U-type RC ditch JIS A 5305 Manhole JIS A 5317 Concrete pipe JIS A 5303 Concrete Ditch for road JIS A 5345 Concrete Block/Crushed stone JIS A 5323/5006 Polyethylene Encasement for DIP AWWA C 105 Concrete Aggregates ASTM C33/C33M JIS A 5005 Ready-Mixed Concrete ASTM C94/C94M JIS A 5308

Portland Cement ASTM C150/C150M JIS R 5210/5211 Air-Entertaining Admixture for Concrete ASTM C260/C260M JIS A 6204

33 34 00 Force Mains And Inverted Siphons; Sewer Steel Water Pipe - 6 In. (150 mm) and Larger AWWA C 200 JIS G 3454 Stainless Steel JIS G 3459/3448 Rigid PVC pipe ASTM D 1784 JIS K 6741/6776 Steel pipe fitting JIS B 2312/2313 Rigid PVC Heat resistant fitting JIS K 6777 DIP fitting JIS B 2301/2302 Backflow preventor/Valve JIS B 2011/2031

Coal-Tar Protective Coatings and linings for AWWA C 203 for Steel pipelines

JWWA K 115

33 40 00 Storm Drainage Utilities Concrete Sewer, Storm Drain, and Culvert Pipe ASTM C 14 JIS A 5302 / 5303

Moist-Density Relation Test (American Assoc of State Highway Official)

AASHTO T-180 JIS A 1210

Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-lbf/ft3) (2700 kN-m/m3)

ASTM D 1557 JIS A 1210

33 71 02 Underground Electrical Distribution Electric Conduit, Rigid

Rigid Metal Conduit UL 6 JIS C 8305 type G

Elbows & couplings UL 6 JIS C 8330 Conduit, Tubing and Cable Fittings UL 514B JIS C 8330

Conduit bodies, entrance caps UL 514B JIS C 8340 PVC coated rigid steel conduit NEMA RN 1 JIS C 8380

PVC Conduit PVC conduit, schedule 40 & 80 rigid NEMA TC 2 & UL 651 JIS C 8430 - increase burial depth to same as direct buried Couplings UL 651 JIS C 8432

Connectors UL 651 JIS C 8433 Elbows UL 651 JIS C 8434

Electric Cable NM 60 degree C UL 719 JIS C 3342 NM 75 degree C UL 719 JIS C 3605 type EVorEE NM-B 90 degree C UL 719 JIS C 3605 type CVorCE Outdoor weather proof PVC insulated wires

(low voltage overhead distribution)

NEMA WC 5 JIS C 3340

Service Entrance Cables SE UL 854 JIS C 3341 type DV Service Entrance Cables USE UL 854 JIS C 3605 type CV

Medium Voltage power cables 3300V & UL 1072 JIS C 3606 type CVorCE Medium Voltage power cables 15000V UL 1072 JIS C 3606 type CVorCE

Miscellaneous Paving, AC, PC Structure etc.

Slump of Hydraulic cement concrete ASTM C 143 JIS A 1101 Reinforcing Steel ASTM A 615 JIS G 3112

Welded wire Fabrics ASTM A 185 JIS G 3551 Polyethylene sheet ASTM C 171 JIS K 6781 Sampling Freshly Mixed Concrete ASTM C 172 JIS A 1115 Air Content Test ASTM C 173 JIS A 1118 Low Alloy Steel ASTM A 514 JIS G 3106 Tubing ASTM A 500 JIS G 3444 / 3446 / 3475 Washers ASTM F 436 JIS B 1256 High-Strength Bolt ASTM A 325 JIS B 1186 Bolts ASTM A 307 JIS B 1180 Crushed Stone for…