Attachment_J-2-1Model_Project_1_-_LXEZ_02-3920_SPECS_FINAL.pdf

PDF 4 MB Posted

Attached to
Kadena MACC - FA5270-17-R-0003 Federal contract opportunity
Solicitation number
FA5270-17-R-0003
Issued by
Department of the Air Force Pacific Air Forces

About this file

J-2-1

View the file

Other files for this federal contract opportunity

Other files attached to Kadena MACC - FA5270-17-R-0003, newest first.
File Type Posted
RFI_5.pdf PDF
RFI's_Round_5.pdf PDF
Attachment_J-2-1Model_Project_1_-_LXEZ_02-3920_SPECS_Revised_14_Feb_17.pdf PDF
FA5270-17-R-0003-0010.pdf PDF
Attachment_J-4-3_Model_Project_2_-_Drawings.pdf PDF
FA5270-17-R-0003-0009.pdf PDF
Attachment_J-4-3_Model_Project_2_-_Drawings.pdf PDF
FA5270-17-R-0003-0008.pdf PDF
Responses_to_RFI's_Round_4.pdf PDF
FA5270-17-R-0003-0007.pdf PDF
Answers_to_RFI's_Round_3.docx DOCX document
Attachment_J-4-1_Model_Project_2_-_Specs.pdf PDF
Attachment_J-2-1Model_Project_1_-_LXEZ_02-3920_SPECS_FINAL.pdf PDF
RFI's_Round_2.xlsx XLSX spreadsheet
FA5270-17-R-0003-0006.pdf PDF
Attachment_J-2-3_Model_Project_1_Drawings.pdf PDF
Attachment_J-2-2_Seed_Project_1_Contractor_Bid_Sched.pdf PDF
Attachment_J-2-1Model_Project_1_-_LXEZ_02-3920_SPECS_FINAL.pdf PDF
Attachment_J-14_Seed_Project__1_ACM_&_LBP_Report.pdf PDF
Responses_to_RFI's_Round_1.xlsx XLSX spreadsheet
Attachment_J-15_Seed_Project__1_ARC_FLASH_WARNING_LABEL.PDF PDF
FA5270-17-R-0003-0005.pdf PDF
Attachment_J-2-2_Seed_Project_1_Contractor_Bid_Sched.pdf PDF
FA5270-17-R-0003-0004.pdf PDF
Pre-Proposal_Conference.pdf PDF
Attachment_J-8_MACC_PPQ.pdf PDF
FA5270-17-R-0003-0003.pdf PDF
FA5270-17-R-0003-0002.pdf PDF
FA5270-17-R-0003-0001.pdf PDF
Attachment_J-13_Other_Requirements.pdf PDF
Attachment_J-4-2_Model_Project_2_Contractor_Bid_Sched.pdf PDF
Attachment_J-2-3_Model_Project_1_Drawings.pdf PDF
Attachment_J-11_ON_RAMP_PROCEDURES.pdf PDF
Attachment_J-9_-_AF_TO_Procedures.pdf PDF
Attachment_J-12_Required_Insurance.pdf PDF
Attachment_J-7_Project_Information_Sheet.pdf PDF
Attachment_J-4-3_Model_Project_2_-_Drawings.pdf PDF
Attachment_J-2-2_Seed_Project_1_Contractor_Bid_Sched.pdf PDF
Attachment_J-3_NAVFAC_SOW_-_Specs.pdf PDF
Attachment_J-10_NAVFAC_TO_Procedures.pdf PDF
Attachment_J-1_MACC_Specifications_with_Appendix.pdf PDF
FA5270-17-R-0003.pdf PDF
Attachment_J-8_MACC_PPQ.pdf PDF
Attachment_J-5_AF_Other_Contract_Requirements.pdf PDF
Attachment_J-6_NFAS_(NAVFAC)_Other_Contract_Requirements.pdf PDF
Attachment J-4-1 Model Project 2 - Specs.pdf PDF
Show all 46

On GovTribe

Work with this file on GovTribe

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

30 September 2015

Prepared for:

Department of the Air Force 18th Civil Engineering Group

718th Civil Engineer Squadron Kadena Air Base, Okinawa, Japan

Prepared by:

Gushiken/Group 70 JV

1-8-1 Shimashi, Ginowan City Okinawa, Japan 901-2213

LXEZ 02-3920 Page 1 of 1

DETERMINATION OF PERFORMANCE TIME

AND LIQUIDATED DAMAGES

PROJECT: LXEZ 02-3920, Repair Mechanical and Electrical System 14 HAS Doors B879, 880, 881, 882, 883, 884, 885, 886, 887, 888, 890, 891, 892 and 893, Kadena Air Base, Okinawa, Japan

ANALYSIS:

A. PERFORMANCE TIME 516 Calendar Days

(1) MATERIAL/SHOP DRAWING SUBMITTALS: 60 Calendar Days

(2) MATERIAL/SHOP DRAWING REVIEW: 21 Calendar Days

(3) PROCUREMENT OF MATERIALS: 135 Calendar Days

(4) CONSTRUCTION TIME: 300 Calendar Days

202 Working Days 82 Saturdays & Sundays 7 Unfavorable Weather 9 Holidays 300 Calendar Days

(14 Bldgs – 2 Phases) Phase 1 – 150 days Phase 2 – 150 days *Minimum of 3 HAS facilities shall be operational during construction.

B. ANALYSIS FOR LIQUIDATED DAMAGES: The cost of liquidated damages has been structured so as to include the following:

718CES/CEPM Expenses Grade Rate/Hr. Qty./Day Cost/Day

Chief, Proj Management GS-12 $ 83.68 1 $ 83.68 Engineer/Architect GS-11 $ 76.10 2 $ 152.20 Inspector GS-09 $ 65.82 2 $ 131.64 Administration GS-04 $ 53.25 1 $ 53.25 Transportation Vehicle $ 10.50 2 $ 21.00 TOTAL CEPM Expenses $ 441.77

User Disruption Costs $ -

TOTAL LD per Day $ 441.77

C. LIQUIDATED DAMAGES BECAUSE OF LATE PERFORMANCE:

(1) BCE INSPECTION (See Item B Above): $ 441.77

(2) USING AGENCY: NONE

Concurred:

Using Agency:___________________________________ Date_____________________

Chief Engineer:__________________________________ Date _____________________

SECTION B

SUPPLIES OR SERVICES AND PRICES

B-1 Project Description: Project No: LXEZ 02-3920, Repair Mechanical and Electrical Systems 14

HAS Buildings 879, 880, 881, 882, 883, 884, 885, 886, 887, 888, 890, 891, 892 and 893. This project includes repair by replacement existing fire protection system, fire alarm system, and mass notification system (MNS); repair by replacement existing ventilation system, and electrical system for each HAS facility; and all other related and incidental work necessary to complete this project.

B-2 Place of Performance: Kadena Air Base, Okinawa, Japan

B-3 Price:

Item No. Description Qty Unit Amount

01 Repair Mech and Elec HAS B879 1 LS 02 Repair Mech and Elec HAS B880 1 LS 03 Repair Mech and Elec HAS B881 1 LS 04 Repair Mech and Elec HAS B882 1 LS 05 Repair Mech and Elec HAS B883 1 LS 06 Repair Mech and Elec HAS B884 1 LS 07 Repair Mech and Elec HAS B885 1 LS 08 Repair Mech and Elec HAS B886 1 LS 09 Repair Mech and Elec HAS B887 1 LS 10 Repair Mech and Elec HAS B888 1 LS 11 Repair Mech and Elec HAS B890 1 LS 12 Repair Mech and Elec HAS B891 1 LS 13 Repair Mech and Elec HAS B892 1 LS 14 Repair Mech and Elec HAS B893 1 LS

Sub-total 14 Bldg 15 Exterior Feeder System 1 LS

(for all 14 Bldgs)

TOTAL 1 LS

COMPANY'S NAME

SECTION F

DELIVERY OF PERFORMANCE

F-1 Issuance of Notice of Proceed. The United States Government will issue a Notice to Proceed within forty (40) calendar days after the contract award.

F-2 Performance Time: The Contractor will be given at least five (5) calendar days and shall complete the entire contract within 516 calendar days after issuing Notice to Proceed (NTP). The Contractor will be issued all the areas during construction period. Liquidated damages will be assessed for each calendar day past the fore-mentioned calendar day’s performance period until the project is completed and accepted by the Government. The Contractor will notify the Government at least seven (7) days prior to completion of construction.

a. Material Submittals: The Contractor will have 60 calendar days from Notice to Proceed to submit all required material submittals.

b. Government Review: The Government will have 21 calendar days for the material submittals and shop drawings to review.

c. Procurement of Materials: The Contractor will have 135 calendar days for the procurement of materials.

(For Contractor information, list of items below will take the longest time to procure and expected days are shown for each item.)

1. Explosion proof lighting fixtures 120 Calendar Days

2. 500 kVA and 300 kVA Pad Mounted Transfomer 104 Calendar Days

3. ASME non-bladder hydropneumatic tank, 70 Calendar Days fire suppression system releasing panel, and fire alarm control panel

4. Cable junction panel 60 Calendar Days

F-3 Scheduling and Availability of Facility: The Contractor shall coordinate with User and

Contracting Officer during the pre-construction meeting regarding the schedule and availability of each building.

F-4 Liquidated Damages: In case of failure on the part of the Contractor to complete the different types of work within the time fixed in the contract or any extension thereof, the Contractor shall pay to the Government liquidated damages in accordance with Section 1, FAR 52.211.12, entitled “Liquidated Damages-Construction”, the sum of $441.77 for each calendar day of delay.

END OF SECTION

SECTION H

CERTIFICATE OF FACILITY AVAILABILITY

Project Number: LXEZ 02-3920

Title of Project: Repair Mechanical and Electrical Systems 14 HAS Buildings 879, 880, 881, 882, 883, 884, 885, 886, 887, 888, 890, 891, 892 and 893

Facility Affected:

Utilities Affected: Electricity, Water, Sewer and Telephone (Electricity, Water, Sewer, Telephone, Back-up Power)

Type of Facility: Industrial (Industrial, Commercial, Residential)

The facility availability specifications in Section H have been read and we agree that the facility will be available during the times specified for use by the Contractor during construction of the subject project and that necessary escort will be provided as necessary. We have examined any schedules of work and/or schedule plans and agree with the plans and/or schedules. We agree with the utility outage schedules and/or plans.

Signature: ___________________________________ Date: ______________________

Using Organization Telephone # _______________________________________________

Physical Location: Bldg. ________________________ Room: _____________________

Printed Name: ______________________________________________________________

SECTION J

LIST OF ATTACHMENTS

J-1 Attachment 1:

Technical Provision (Specifications) entitled:

Project LXEZ 02-3920, Repair Mechanical and Electrical Systems 14 HAS Buildings 879, 880, 881, 882, 883, 884, 885, 886, 887, 888, 890, 891, 892 and 893, Kadena Air Base, Okinawa, Japan, dated 30 September 2015, 451 pages.

J-2 Attachment 2:

Schedule of Material Submittals (AF Form 66) dated 30 September 2015, 23 pages.

J-3 Attachment 3:

List of Drawings dated 30 September 2015, 21 pages.

J-4 Attachment 4:

Toilet Facility dated 30 September 2015, 1 page.

ATTACHMENT 1

TECHNICAL PROVISIONS

FOR

LXEZ 02-3920

REPAIR MECHANICAL AND ELECTRICAL SYSTEM HAS

BLDGS 879, 880, 881, 882, 883, 884, 885, 886,

887, 888, 890, 891, 892 AND 893

Kadena Air Base, Okinawa, Japan

30 September 2015

LXEZ 02-3920 TOC - 1

TABLE OF CONTENTS

SECTION NO. DESCRIPTION PAGE NO.

DIVISION 01 GENERAL REQUIREMENTS

Section 01 11 00 General Requirement 01 11 00-1 thru 12

Section 01 56 00 Environmental Protection 01 56 00-1 thru 28

DIVISION 02 EXISTING CONDITIONS

Section 02 41 00 Demolition 02 41 00-1 thru 39

Section 02 82 14.00 10 Asbestos Hazard Control 02 82 14.00 10-1 thru 51

Activities

Section 02 82 16.00 20 Engineering Control of Asbestos 02 82 16.00 20-1 thru 17

Containing Materials

Section 02 82 33.13 20 Removal/Control and Disposal of 02 82 33.13 20-1 thru 19

Paint with Lead

DIVISION 03 CONCRETE

Section 03 30 00 Cast-in-Place Concrete 03 30 00-1 thru 14

DIVISION 05 METALS

Section 05 50 13 Miscellaneous Metal 05 50 13-1 thru 3

Fabrications

DIVISION 07 THERMAL AND MOISTURE PROTECTION

Section 07 92 00 Joint Sealants 07 92 00-1 thru 4

DIVISION 08 OPENINGS

Section 08 11 13 Steel Doors and Frames 08 11 13-1 thru 5

Section 08 71 00 Door Hardware 08 71 00-1 thru 6

DIVISION 09 FINISHES

Section 09 90 00 Paints and Coatings 09 90 00-1 thru 12

LXEZ 02-3920 TOC - 2

DIVISION 21 Fire Suppression

Section 21 13 13.00 10 Wet Pipe Sprinkler System, 21 13 13.00 10-1 thru 18

Fire Protection

Section 21 13 24.00 10 Aqueous Film-Forming Foam 21 13 24.00 10-1 thru 24

(AFFF) Fire Protection System

DIVISION 23 HEATING, VENTILATING, AND AIR CONDITIONING

Section 23 00 00 Air Supply, Distribution, 23 00 00-1 thru 12

Ventilation, and Exhaust

Systems

Section 23 03 00.00 20 Basic Mechanical Materials and 23 03 00.00 20-1 thru 5

Methods

DIVISION 26 ELECTRICAL

Section 26 00 00.00 20 Basic Electrical Materials and 26 00 00.00 20-1 thru 5

Methods

Section 26 08 00 Apparatus Inspection and 26 08 00-1 thru 3

Testing

Section 26 12 19.10 Three-Phase Pad-Mounted 26 12 19.10-1 thru 17

Transformers

Section 26 20 00 Interior Distribution System 26 20 00-1 thru 25

Section 26 51 00 Interior Lighting 26 51 00-1 thru 11

DIVISION 28 ELECTRONIC SAFETY AND SECURITY

Section 28 31 64.00 10 Fire Detection and Alarm 28 31 64.00 10-1 thru 18

System, Addressable

DIVISION 31 EARTHWORK

Section 31 23 00.00 20 Excavation and Fill 31 23 00.00 20-1 thru 8

DIVISION 32 EXTERIOR IMPROVEMENTS

Section 32 11 16 Subbases for Flexible Paving 32 11 16-1 thru 5

Section 32 11 23 Aggregate and/or Graded-Crushed 32 11 23-1 thru 7

Aggregate Base Course

Section 32 12 10 Bituminous Tack and Prime Coats 32 12 10-1 thru 4

Section 32 12 16 Hot-Mix Asphalt (HMA) for Roads 32 12 16-1 thru 7

Section 32 16 13 Concrete Sidewalks 32 16 13-1 thru 8

Section 32 31 13 Chain Link Fences and Gates 32 31 13-1 thru 8

LXEZ 02-3920 TOC - 3

Section 32 92 23 Sodding 32 92 23-1 thru 5

DIVISION 33 UTILITIES

Section 33 11 00 Water Distribution 33 11 00-1 thru 8

Section 33 40 00 Storm Drainage Utilities 33 40 00-1 thru 6

Section 33 71 02 Underground Electrical 33 71 02-1 thru 29

Distribution

DIVISION 46 WATER AND WASTEWATER EQUIPMENT

Section 46 25 14 Coalescing or Vertical Tube 46 25 14-1 thru 5

Oil-Water Separators

-- END OF TABLE OF CONTENTS –

LXEZ 02-3920 Section 01 11 00 Page 1

DIVISION 1 - GENERAL REQUIREMENTS

SECTION 01 11 00

GENERAL REQUIREMENTS

PART 1 - GENERAL

This section applies to all divisions of these specifications except as specified otherwise in each individual Division.

1.1 STATEMENT OF WORK

This project shall include, but is not limited to, providing all design, plant, supervision, labor, materials, tools, equipment, materials, and transportation necessary in performing all operations required to accomplish the Repair Mechanical and Electrical Systems 14 HAS Buildings 879, 880, 881, 882, 883, 884, 885, 886, 887, 888, 890, 891, 892 and 893, Kadena Air Base, Okinawa, Japan. This project includes repair by replacement existing fire protection system, fire alarm system, and mass notification system (MNS);

repair by replacement existing ventilation system, and electrical system for each HAS facility and includes performing all operations required to complete this project.

1.2 PROJECT ENGINEER QUALIFICATIONS

The Contractor shall appoint a Skilled Licensed Construction Engineer or

Architectural Engineer, in accordance with paragraphs 1 and 2 of Article 4, Contract Handling Regulations of the Prime Minister’s Office of the

Government of Japan, as the Project Engineer for this contract. A First

Grade Construction Engineer or Architectural Engineer is required if the value of this contract is equal to or greater than $1 million or Yen equivalent, or the total value of all contracts the Contractor has through

18 CONS/LGCC is $3 million or Yen equivalent. A Second Grade Construction

Engineer or Architectural Engineer is acceptable if the value of this contract is below $1 million or Yen equivalent, or the total value of all contracts the Contractor has through 18 CONS/LGCC is less than $3 million or

Yen equivalent.

1.3 DEFINITIONS

The term “COR” appearing in this contract refers to the Contracting

Officer’s Representative.

1.4 WORKMANSHIP:

A. Materials shall be installed in accordance with the approved recommendations of the manufacturer. The installation shall be accomplished by workmen skilled in this type of work.

B. Sufficient precautions shall be taken during the construction to protect all personnel from injury and to prevent damage of the US

Government owned materials and equipment. Any damage to US

Government properties caused by this project shall be replaced with new materials or equipment without additional cost to the

Government. The work shall proceed in such a manner as to minimize

LXEZ 02-3920 Section 01 11 00 Page 2 the spread of dust and flying particles.

C. Demolition and Salvage: Removal work shall be done with care so as not to damage materials which are to remain. Sufficient safety precautions shall be taken to protect all personnel from injury.

All items to be removed shall be disposed of off base by the

Contractor in an approved dumping area in accordance with the local law at no additional cost to the US Government. Contractor shall block, patch, insulate, paint and restore all damaged surfaces and openings as a result of the work under this contract to match new and/or existing adjacent surface, unless otherwise specified or shown.

1.5 DELIVERY AND STORAGE

Equipment and material shall be properly stored and adequately protected and carefully handled to prevent damage before and during installation.

Equipment and materials shall be handled, stored, and protected in accordance with the manufacturer’s recommendations and as approved by the

Contracting Officer. Damaged or defective materials and equipment shall be replaced with new materials and equipment at no cost to the US Government.

1.6 STANDARD PRODUCTS

Materials and equipment shall be essentially the standard cataloged products of manufacturers regularly engaged in production design that complies with the specification requirements. Materials and equipment shall essentially duplicate items that have been in satisfactory commercial or industrial use at least two years prior to the date for receipt of proposals. Where two or more units of the same type and class are required, these units shall be products of single manufacturer.

1.7 MANUFACTURER’S RECOMMENDATIONS

Where installation procedures or any part thereof are required to be in accordance with the recommendations of the manufacturer of the material being installed, printed copies of these recommendations shall be furnished to the Contracting Officer prior to installation. Installation of the item will not be allowed to proceed until the recommendations are received and approved by the Contracting Officer. Failure to furnish these recommendations can be cause for rejection of the material.

1.8 SUBMITTALS:

A. See Attachment 2, AF Form 66 for the list of material submittal requirements. Contractor shall submit these material submittals to the Contracting Officer for approval not later than 60 calendar days after receipt of Notice to Proceed. The maximum time required for the Government review of each submittal is twenty-one (21) calendar days after receipt of the submittal. Details of submittal requirements will be found within the individual sections. All submittals shall be in English or provided with English translation.

B. Related material submittals shall be turned-in for approval at the same time.

LXEZ 02-3920 Section 01 11 00 Page 3

1.9 PREPARATION OF MATERIAL APPROVAL SUBMITTALS

The submittals contemplated by the clause, FAR 52.236-5 (APR 1984) herein titled, “Material and Workmanship” shall be accomplished in accordance with instructions pertaining to AF Form 66, Schedule of Material Submittals. The

Contractor is responsible for the submission of all required submittals, whether or not they are listed on the Material Submittal list found in the contract specifications.

1.10 PREPARATION OF PROGRESS SCHEDULES AND REPORTS

The reports contemplated by the clause FAR 52.236-15 (Apr 1984) herein entitled, “Schedules for Construction Contracts” shall be accomplished on and in accordance with instructions pertaining to AF Form 3064, Contract

Progress Schedule and AF Form 3065, Contract Progress Report. The Contract

Progress Schedule for each project shall be submitted to the Contracting

Officer within 30 calendar days prior to starting on-site work.

1.11 INTERPRETER

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 Contractor’s work being stopped (at his/her expense) until such time as one is provided.

1.12 AS-BUILT DRAWINGS

The Contractor shall update the Computer Aided Design (CAD) data and the original drawings to conform with the as-built conditions. The CAD data and drawings will be provided by the Contracting Officer upon written request.

The Contractor shall submit the updated CAD data and original drawings 7 calendar days after the final inspection. CAD drawings should be compatible with AutoCAD 2012 version. The Contractor shall provide the corrected contract drawings in white paper and 2 copies of CD containing all drawings in electronic CADD and PDF.

1.13 EXCAVATION

A. Permits: The Contractor shall obtain an excavation permit before any excavation is started. The form(s) and the offices to be contacted will be provided by 718 CES/CENMD (AF) and the Contractor is responsible for obtaining the required coordination. Those areas which are known to contain underground utility lines will be designated as caution areas. The Contractor must exercise extreme caution when accomplishing the required excavation work. Hand excavation is required within 3 feet of existing utility lines.

The US Government reserves the right to repair all Contractor damaged utility lines by the Contractor without additional cost to the Government.

B. Open Trenches: The Contractor shall rope off/barricade all open trenches in accordance with standard construction procedures, to include hazardous/warning signs.

C. Restoration: The Contractor shall restore all excavated areas to their original condition, to include backfill, original compaction, paved surfaces/walkways, sodding and scrubbings. Sod shall be

LXEZ 02-3920 Section 01 11 00 Page 4 placed edge to edge and staggered, unless otherwise shown or indicated.

1.14 TROPICAL CYCLONE CONDITIONS OF READINESS (TCCOR)

In order to protect U.S. Government property, the following actions will be taken upon declaration of Tropical Cyclone conditions and/or high wind warnings.

A. Tropical Cyclone Condition 3: When Condition 3 is declared, the

Contractor will perform general area clean-up which will exceed the requirements contained in contract clause FAR 52.236-12 (Apr 1984) entitled Cleaning Up. All loose debris, waste and excess

Contractor owned supplies, materials and equipment will be removed from U.S. Government facilities and disposed of off base in accordance with local Prefecture and Japanese laws at Contractor’s expense. Work may continue provided effective and adequate clean-up has been accomplished.

B. Tropical Cyclone Condition 2: When Condition 2 is declared, all exterior work will cease immediately and interior work will be continued until Condition 1C is given. The Contractor will take the necessary action listed below to secure the job site against damages which may result from anticipated weather conditions. The

Contractor may be called at any time to complete tropical typhoonization; therefore, he will provide emergency telephone numbers and/or addresses where at least three (3) officials of the company may be reached and notified that immediate typhoonization is necessary.

1. General Area Clean Up: Clean up and disposal of loose debris and waste will continue as directed by Paragraph A above.

2. Usable Lumber: Usable lumber will be taken inside of a building and tied by heavy wire, cable or rope. This lumber may be securely tied together and anchored to the ground if there is no room inside a building or no building available.

3. Barrels: All remaining barrels will be placed within the construction building when available. When a building is not available, barrels will be tied together and securely staked to the ground or filled with sand or gravel.

4. Contractor Field Office: All Contractor field offices, if any, will be either (i) removed from the military installation or

(ii) securely anchored by heavy cable as approved by the Base

Civil Engineering representative.

5. Concrete Forms, Form Supports, and Accessory Materials: All concrete forms, form supports and accessory materials required for future construction will be tied together into bundles with heavy wire, cable or rope and will be placed within the construction building or structures where available and practical.

6. Sand and Aggregate: All piles of sand or aggregate on or near the flight line will be completely covered by either a

LXEZ 02-3920 Section 01 11 00 Page 5 tarpaulin weighted with building blocks or other methods approved by the Base Civil Engineering representative.

7. Contractor Equipment: All medium size equipment will be removed, or placed close to a building or placed inside a building. Equipment placed close to a building will be secured with blocks or anchored with cable or both. Items of small equipment will be moved inside a building and secured or moved off U.S. Government facilities.

C. Tropical Cyclone Condition 1: When Condition 1 is declared without the normal progression through Condition 3 and/or 2, the Contractor will take actions listed in Paragraph 1 through 7 above. These actions will commence immediately upon declaration of Condition 1.

The Contractor will be notified either at the job site or at the emergency phone numbers and/or addresses when tropical typhoonization is required in accordance with this paragraph.

D. High Wind Warning: When wind gusts of 30 knots per hour or greater are forecasted, the Contractor may be required to accomplish general area clean up in accordance with Paragraph 1 above; to bundle and securely tie or securely cover and weight small wooden items, to remove and secure wooden barricades and to remove loose materials from roofs and other high unprotected areas.

E. Salvageable Material: Salvageable material may not be taken to

Defense Logistics Agency Disposition Services after a tropical cyclone condition is declared. The Contractor will be responsible for tropical typhoonization of such material.

F. Contractor’s Representative: The Contractor’s representative will not leave the job site after notification under Paragraphs B, C and

D above until the area has been inspected and cleared by a Base

Civil Engineering representative. The Contractor may request an inspection by calling Chief, Construction Management, Telephone

Number 634-2191.

G. The Contractor shall provide to the Contracting Officer the names, addresses, and telephone numbers of at least two individuals (who speak English) who can be contacted during typhoon emergencies.

- The individuals named by the Contractor shall be responsible for monitoring the various forms of communications (i.e., local and AFN radio and television stations) during the typhoon season. The

Contractor is responsible for ensuring these individuals are available during and after duty hours - to include weekends.

H. If the Government has to perform tyhoonization of a construction site or field office, due to the non-availability of the designated individuals, the Contractor may be held liable for all cost associated with performing said work. In addition, Contractor waives all claims to damage or loss that arise from Government’s actions.

LXEZ 02-3920 Section 01 11 00 Page 6

1.15 JAPANESE ROAD LAWS

The following Japanese Road Laws, Article Number 43 and 43-2, will be strictly complied with by the Contractor on U.S. Military installations, Okinawa, Japan.

Article 43 - The Road Law Japan (Prohibitive acts relative to roads)

No person shall commit the following described acts:

A. Damaging the road, causing roads to be littered with debris, polluting the roads with debris or fallout from motor vehicles or otherwise defacing roads unreasonably or without due cause.

Article 43-2 (Measures to be taken to prevent cargo or things loaded on motor vehicles from falling out.)

B. The agency managing a road, may, when there is reasonable cause for him to feel that things or cargo being carried, on a motor vehicle may fall out and damage, pollute or otherwise deface the road in which manner as to hinder or obstruct traffic, order the operator of the vehicle in question to take steps or measures necessary to prevent occurrence of such hindrance by stopping operation of the vehicle or correcting the method of loading or the method of traveling or operation of the vehicle.

1.16 WORKDAYS AND HOURS

The Contractor shall be allowed to work from 0730 to 1630 hours, Monday through Friday, excluding the following U.S. legal holidays. Extended work hours/days may be granted if the COR approves.

(1) January New Year’s Day

(2) 3rd Monday of January Martin Luther King’s Birthday

(3) 3rd Monday of February President’s Day

(4) Last Monday of May Memorial Day

(5) 4 July Independence Day

(6) 1st Monday of September Labor Day

(7) 2nd Monday of October Columbus Day

(8) 11 November Veteran’s Day

(9) 4th Thursday of November Thanksgiving Day

(10) 25 December Christmas Day

When U.S. Government legal holidays occur on Saturday or Sunday, the preceding Friday or following Monday shall not be considered workdays until changes in work schedules are approved by the Contracting Officer. During period of the Christmas through New Year (25 December thru 03 January), the

Government will not be obligated to turn over the structure to the

Contractor for construction. The Contractor is to account for this in his construction schedule and offer. Any deviations from the above shall be submitted in writing to the Contracting Officer for approval on a case-by-case basis.

1.17 WORK AREA

The Contractor’s personnel are restricted to the area of construction only.

Transiting of areas not in the contract is not permitted except as required

LXEZ 02-3920 Section 01 11 00 Page 7 in the performance of this contract. Contractor shall secure work sites or units during non-working hours.

1.18 SAFETY REQUIREMENTS

The accident prevention provision of the contract will require compliance with the Corps of Engineer Manual, EM 385-1-1, dated 15 September 2008, entitled “Safety and Health Requirements Manuals”.

1.19 FINAL INSPECTION

Final inspection will be conducted during the period of Monday through

Friday between 0800 hours and 1615 hours. The U.S. Government will perform the inspection within 72 hours after (1) written notification by the

Contractor to the Contracting Officer or (2) the contract completion date whichever comes first. Final inspection falling due on weekends or U.S.

legal holidays will be postponed to the following workday.

1.20 NOTIFICATION BEFORE STARTING ON-SITE WORK

The Contractor shall notify the Contracting Officer a minimum of twenty-one

(21) calendar days prior to starting on-site work.

1.21 DRAWINGS AND SPECIFICATIONS AT THE SITE

The Contractor shall maintain in good condition at the site one copy of all drawings, specifications, addenda, modifications, approved shop drawings and other related documents affecting the work. Drawings and specifications shall be marked to record all changes during construction. These documents shall be made available to the COR during construction and shall be delivered to the Contracting Officer upon completion of the work.

1.22 MATERIALS ON-HAND PRIOR TO STARTING ON-SITE WORK

On-site construction shall not start until such time that sufficient

Contractor-furnished materials are on hand so as to afford progress in accordance with the approved Contract Progress Schedule, or as directed by the Contracting Officer.

1.23 USE OF EXPLOSIVES

The use of explosives is not permitted on U.S. Government installations.

1.24 ASBESTOS CONTAINING MATERIALS (ACM)

The Contractor shall not use material which contains asbestos.

If building materials are to be disturbed, Contractor shall conduct asbestos and/or lead-based paint test. If presence of asbestos and/or lead based paint is found, dispose materials in accordance with Base Safety, JEGS, and

Environmental Department procedures. Coordinate asbestos abatement plan and/or lead-based paint abatement plan to 18 AMDS/SGPB and 718 CES/CEIE for approval prior to start of any abatement.

LXEZ 02-3920 Section 01 11 00 Page 8

1.25 FIRE SAFETY REGULATION

The Contractor shall obtain a permit (AF592) from the Kadena Fire Prevention

Section (Bldg. 739) prior to conducting any type welding or soldering or whenever the use of open flame is necessary during the construction phase.

The Contractor and employees will be required to adhere to Kadena ABI 32-

2001, "Fire Prevention and Protection", dated 16 May 2012.

A. All contract workers will have knowledge and information provide to them for reporting emergencies (Fire, Medical, Security Forces, PMO)

Kadena AB, MUNS Area, Camp Shields, Chibana Golf, Chibana MFH, and

O'Donell Garden MFS areas:

From On-base Call: 911 From Off-base/Cell phone: 0989-345-911

Marine Corp Camps and White Beach Naval Installation:

From On-base Call: 911 From Off-base/Cell phone: 0989-111-911

1.26 AVAILABILITY OF LATRINE

Latrine is not available in the building/work area. The Contractor shall be responsible for providing latrines for his personnel. Location of the latrines shall be designated by the COR. Any and all Contractor latrines shall be removed from U.S. Government property prior to issuance of final payment. See Attachment 4.

1.27 AVAILABILITY OF UTILITY SERVICE

The Government will furnish electricity and water to the Contractor at no cost in accordance with FAR 52.236-14 (Apr 1984) entitled “Availability and

Use of Utility Services.”

1.28 WORK CLEARANCE REQUEST

Prior to commencing on-site construction work, the Contractor must submit a work clearance request (AF Form 103) through the COR for approval. Site permits for constructing storage area, if required, shall be submitted to the COTR for approval. Approval is based on site location, proposed structure(s), fencing, electrical / plumbing utilities need, and any other modifications the Contractor proposes to the area. Depending on restricted areas, building permits may not be approved. On-site work shall not commence without an approved AF Form 103.

1.29 DD FORM 1354

The Contractor shall complete a DD Form 1354 (Transfer and Acceptance of

Real Property). This form will be provided through COR upon request.

Submit the completed form to 5 calendar days prior to final inspection.

1.30 BARRICADES:

Contractor shall provide barriers/signs to keep unauthorized persons from entering working area. Painted barriers or temporary fences shall be free of flaking or deteriorated paint. If barriers/fences are to be painted, LXEZ 02-3920 Section 01 11 00 Page 9

Contractor shall use only lead-free, chromate-free paint and/or primer.

1.31 CLEAN-UP OF AREA

All Contractor-generated debris and rubbish shall be collected daily at the end of the day and deposited at locations designated by the COR.

1.32 DEBRIS AND RUBBISH CONTROL

For removal and transport of debris and rubbish, use only roadways and streets designated by the COR. Remove and transport debris and rubbish in a manner so as to prevent spillage on streets or adjacent areas. Contractor shall be responsible for clean up for any spills on roadways, streets, and other areas. Burning of debris and rubbish on U.S. installations is prohibited. Concrete, masonry, and other materials, other than concrete permitted to remain in place, shall be disposed of outside the limits of

Government-controlled land by the Contractor.

1.33 DISPOSAL OF SALVAGEABLE/UNSALVAGEABLE MATERIALS

Materials and equipment to be removed will remain the property of the U.S.

Government, unless determined to be unsalvageable. The determination of which materials are unsalvageable will be made by the COR. Daily, unsalvageable materials will be disposed outside U.S. Government installations, at no cost to the U.S. Government, in accordance with

Government of Japan, Prefecture of Okinawa, and municipal laws or provisions.

Salvageable materials shall be delivered to a warehouse or storage area specified by the COR at no cost to the U.S. Government.

DSN: 634-1374

1.34 DISCONNECTION OF SERVICES

Permission to interrupt any utilities shall be requested in writing a minimum of 60 calendar days prior to the desired date of interruption.

Contractor is responsible to notify affected facility managers, users and

Airfield Management 14 calendar days in advance of interruption.

1.35 WARNING SIGNS

Necessary bilingual warning signs will be provided by the Contractor and will be used in construction areas. Warning signs shall be removed only after the affected areas has been inspected and accepted as directed by the

CO.

1.36 STORAGE OF MATERIAL AND FIELD OFFICE

Storage of materials and field office or assembly area on base will not be authorized for this contract as sufficient space is not available. The

Contractor should be financially prepared to maintain the materials off base at his own expense in accordance with Section I, FAR 52.236-10 (Apr 1984)

“Operation and Storage Areas.”

1.37 WRITTEN COMMUNICATIONS IN ENGLISH

LXEZ 02-3920 Section 01 11 00 Page 10

All documents required under this contract, including but not limited to, safety hazard analysis 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 at the

Contractor’s expense.

1.38 AVAILABILITY OF BUILDING/FACILITY

The building/facility to be worked on will be occupied during the construction period. The primary construction area under this contract will be unoccupied and made available to the contractor.

1.39 PROTECTION OF PROPERTIES

The Contractor shall be responsible for the protection and preservation of the existing equipment and other Government property that will remain in place. Repair items which are damaged during performance of work to their original condition or replace with new without additional cost to the

Government.

1.40 QUALIFICATION STATEMENT

The following information applies to both the specifications and drawings.

All references to "approve, approval, approved" or "directed" shall be by the Contracting Officer, except where it is specifically delegated to the

COR in this section or in writing by the Contracting Officer. Any reference to "in the presence of" shall be by the COR. All references to "proposal opening" shall be replaced with "the date for receipt of proposals".

1.41 VERIFICATION OF FIELD MEASUREMENTS

Locations of the existing work shown on the drawings are approximate. The

Contractor is responsible for verifying the exact locations in the field.

1.42 INTERFERENCE WITH GOVERNMENT OPERATIONS

The Contractor shall establish work procedures and methods to avoid interference with existing operations within or adjacent to the construction area. Free passage into adjoining or adjacent buildings/areas not in the contract will not be permitted except as approved by the Contracting Officer.

Procedures and methods shall also provide for safe conduct of work and protection of property which is to remain undisturbed.

1.43 AIRFIELD SAFETY REQUIREMENTS

A. The Contractor shall coordinate all airfield work with the Chief, Airfield Management to obtain all required permits to perform field work in the project area, with a minimum of 14 working days prior to work start. The Contractor is responsible to ensure all vehicle operators (includes subcontractors and delivery agencies) are flight line drivers qualified or are escorted by a qualified operator at all times. All contractor vehicles require a temporary vehicle pass to operate on the flight line. The contractor must provide a complete vehicle listing to 18 OSS/OSAM 10 days prior to

LXEZ 02-3920 Section 01 11 00 Page 11 work start. The listing must include make, model, and license plate number of each vehicle that will be operated on the flightline. Vehicle operations on the flight line will be kept to the absolute minimum. The haul route will be the permitted road access to and from the job site designated/approved by 18 OSS/OSAM.

Access road shall be coordinated with Airfield Management and

Security Force.

B. During night operations the contractor must provide sufficient lighting for work to be conducted safely. For work within Radio

Controlled Areas (100 feet from runways, overruns, helipads, and centerline road) all contractor vehicles must be equipped with flashing overhead yellow lights and have established two-way radio

(set to airfield ramp net) contact with Kadena Tower.

C. No personnel or equipment will be allowed on the runways, overruns, helipads, or centerline road until two-way radio contact has been made and approval granted by Kadena Tower as stated in 18 WGI 13-

202, Flight Line Driving.

D. Contractor FREE ZONE requests must be completed in accordance with

18 WGI 31-101, Kadena Air Base Physical Security Program. The

Contractor shall provide a ¼ inch yellow or white rope for the entire perimeter of the free zone supported by steel rods with an eye at the top and a solid concrete block at the bottom to hold it

up. Signs (“FREE ZONE” on one side and RESTRICTED AREA” on the other side) shall be installed as required. Contractor must receive an approved Temporary Airfield Construction Waiver from 718

CES/CECD signed by 18 WG/CC prior to work start in accordance with

UFC 3-260-01, Airfield and Heliport Planning and Design, 17

November 2008. Lighted barricades must be installed around all job sites unless the Chief, Airfield Management approves safe substitute or non use.

E. All work, equipment, and materials must meet or exceed the specifications listed in AFI 13-213, Airfield Management, 01 June

2011, UFC 3-260-01, Airfield and Heliport Planning and Design, 17

November 2008, AFI 32-1044, Visual Air Navigation Systems, 24

December 2014, ETL 04-2 Standard Airfield Pavement Marking Schemes, 19 July 2004, AFMAN 32-1076, Design Standards for Visual Air

Navigation Facilities, 01 December 1997 and 18 Wing Instruction 13-

202, 08 March 2002.

F. Contractor shall provide his personnel with ear protection against aircraft noise.

G. At no time shall the Contractor’s personnel or equipment come within 50 feet of any aircraft parked or moving.

H. Contractor must secure all equipment left on site at the end of each day. All equipment/material storage locations located on flight line must be approved by Airfield Management. No areas will be approved within 1,000 feet of runway centerline, 200 feet of taxiway centerline, or 125 feet from edge of Apron (Unless the

Chief, Airfield Management approves a safe substitute).

LXEZ 02-3920 Section 01 11 00 Page 12

I. To preclude Foreign Object Damage (FOD), tires of Contractor’s vehicles shall be free of mud and foreign objects when using taxiways and access routes. Work areas shall be kept clean. All aggregates and excavated materials should be covered to preclude

FOD to aircraft. All piles of sand/gravel materials such as aggregates, excavated material, and dirt shall not be stored on the airfield at any time.

J. Limit the number of vehicles in the work area, and no private vehicles shall be permitted in the work area or on the flight line.

K. Emergency Landing and Takeoff: In-flight and Ground Emergencies:

In the event of a bona-fide emergency the contractor must be able to evacuate all workers and equipment to an area designated by airfield management within 3 minutes. Emergencies shall take precedence over Contractor operations. Upon notification from the control tower of an emergency landing or takeoff, all operations shall be stopped immediately and all personnel/equipment evacuated to an area not used for aircraft traffic which is at least 200 feet measured perpendicular to and away from the near edge of the runway.

Equipment shall be able to clear the work area within 3 minutes.

L. Restricted areas are depicted in 18 WG Operations Plan 207. Access into restricted areas will be by “Government Escort”.

M. All Flight line contractor drivers must comply with 18 WGI 13-202, Flight line Driving, 08 March 2002. Contractors will receive a flight line safety brief and instruction on flight line driving prior to the construction start date. Contact 18 OSS/OSAM flight line driving program manager at 634-1451 and Airfield Management at

634-0475/2564 to setup an appointment.

1.44 DISPOSITION OF EXCESS CONTRACTOR-FURNISHED MATERIALS

The disposition of excess contractor-furnished materials that have been exempt from Japanese Customs duties and taxes pursuant to Status of Forces

Agreement (SOFA) shall be the contractor’s responsibility. If the U.S.

Government and Contractor agree that the contractor is to retain such excess materials, they shall be reported to the Prefectural Government Customs office authorities for payment of applicable duties and tax fees. Provide a copy of the document to the Contracting Officer.

PART 2 PRODUCTS

NOT APPLICABLE

PART 3 EXECUTION

NOT APPLICABLE

--- END OF SECTION ---

LXEZ 02-3920 Section 01 56 00 Page 1

SECTION 01 56 00

ENVIRONMENTAL PROTECTION

PART 1 - GENERAL

1.01 REFERENCES: The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only. Environmental specific management plans and policies are avail on request, by calling or emailing the

Environmental Element 634-2600 or 718ces.cean@us.af.mil. All plans and policies requested will be sent as an electronic file. The Contractor will comply with all applicable laws and regulations of Government of United

States and Japan, however denominated, including those applicable political subdivisions, departments, and other entities, to include but not limited to, the most current versions of the following:

A. CODE OF FEDERAL REGULATIONS (CFR)

29 CFR 1910 Occupational Safety and Health Standards

- 2014

B. UNITED STATES AIR FORCE INSTRUCTIONS (AFI)

AFI 23-204 KABSUP I Organizational Fuel Tanks Kadena Air

Base Supplement – 30 Sept 13

AFI 32-1066 Backflow Prevention Program – 8 Oct 07

AFI 32-1067 Water Systems – 4 Feb 15

AFI 32-7001 Environmental Management (Rpl 7006 &

7080) – 6 Jun 13

AFI 32-7041 Water Quality Compliance – 1 Mar 09

AFI 32-7042 Waste Management – 7 Nov 14

AFI 32-7086 Hazardous Materials Management – 4 Feb

AFI 48-144 Safe Drinking Water Surveillance Program

– 2 Oct 14

C. UNITED STATES FORCES JAPAN

JEGS Japan Environmental Governing Standards, 17 Dec 2012

D. HQ PACAF POLICIES

PACAF UST Policy PACAF Underground Storage Tank (UST)

Management Policy for Air Force

Installation in Japan and Republic of

Korea - 15 Mar 1999 mailto:718ces.cean@us.af.mil

LXEZ 02-3920 Section 01 56 00 Page 2

E. LOCAL REGULATIONS

18WG AMP 18th WG Asbestos Management Plan – Jul

18WG AST Standards 18th WG Above Ground Fuel Storage Tank

Installation Details and Specifications

– Sept 09

18WG HMMP 18th WG Hazardous Materials Waste

Management Plan – Mar 12

18WG HWMP 18th WG Admin Plan 544 – Hazardous Waste

Management – Jun 10

18WG ICRMP 18th WG Integrated Cultural Resources

Management Plan – May 13

18WG INRMP 18th WG Integrated Natural Resources

Management Plan – Sept 10

18WG SPRP 18th WG Admin Plan 545 – Spill

Prevention and Response – Apr 13

18WG SWPPP 18

th WG Storm Water Pollution Prevention

Plan – Jun 14

18WG UEC POLICY Kadena Air Base Unit Environmental

Coordinator Policy – 23 Feb 15

1.02 DEFINITIONS

A. Asbestos Containing Material (ACM): Any materials containing more than 0.1 percent asbestos by weight.

B. Bulky Waste: Large items of solid waste such as household appliances, furniture, large auto parts, trees, branches, stumps, and other oversize wastes whose large size precludes or complicates their handling by normal solid waste collection, processing or disposal methods.

C. Construction and Demolition Waste: The waste building materials, packaging, and rubble resulting from construction, remodeling, repair and demolition operations on pavements, houses, commercial buildings, and other structures.

D. Food Waste: The organic residues generated by the handling, storage, sale, preparation, cooking, and serving of foods, commonly called garbage.

E. Hazardous Material (HAZMAT): Any material that is capable of posing an unreasonable risk to health, safety, or environment if improperly handled, stored, issued, transported, labeled, or disposed of because it displays a characteristics listed in JEGS Chapter 5, Table C5.T1, “Typical

Hazardous Materials Characteristics”, or the material is listed in JEGS, Appendix 1, Table AP1.T4, “List of Hazardous Waste/Substances/Materials”.

Munitions are excluded.

LXEZ 02-3920 Section 01 56 00 Page 3

F. Hazardous Substance: Any substance having the potential to do serious harm to human health or the environment if spilled released in reportable quantity. A list of these substances and the corresponding reportable quantities is contained in JEGS Appendix 1, AP1.1, “Characteristics of Hazardous Waste and Lists of Hazardous Waste and

Hazardous Material”.

G. Hazardous Waste: A discarded material that may be solid, semi-solid, liquid, or contained gas, and either exhibit a characteristics of a hazardous waste as defined in JEGS AP1.1 or is listed as a hazardous waste in

JEGS, Appendix 1, Tables AP1.T1 through AP1.T4.

H. Lead-Based Paint (LBP): Lead-Based Paint is defined as paint or other surface coatings that contain lead >1.0 milligram per cm2, or 0.5% by weight or 5000 ppm by weight.

I. Ozone Depleting Substances (ODS): Those substances listed in JEGS, Chapter 2, Table C2.T1.

J. Petroleum, Oil and Lubricants (POL): Refined petroleum, oils, and lubricants, including, but not limited to, petroleum, fuel, lubricant oils synthetic oils, mineral oils, animal fats, vegetable oil, sludge, and POL mixed with wastes other than dredged spoil.

K. Rubbish: A general term for solid waste, excluding food wastes and ashes, taken from residences, commercial establishments and institutions.

L. Solid Waste: Garbage, refuse, sludge and other discarded materials, including solid, semi-solid, liquid, and contained gaseous materials resulting from industrial and commercial operations and from community activities. It does not include solids or dissolved material in domestic sewage or other significant pollutants in water resources, such as silt, dissolved or suspended solids in industrial wastewater effluent, dissolved materials in irrigation return flows or other common water pollutants.

PART 2 - PROHIBITED PRODUCTS

2.01 NO ASBESTOS CONTAINING MATERIALS (ACM): See paragraph 3.01(D)(10)(a).

2.02 NO LEAD BASED PAINTS: See paragraph 3.01(D)(11)(a).

2.03 NO POLYCHLORINATED BIPHENYLS (PCBs): See paragraph 3.01(D)(9)(a).

2.04 NO CLASS 1 OZONE DEPLETING SUBSTANCES (ODS): See paragraph

3.01(D)(1)(a).

2.05 NO LEAD DRINKING WATER PIPES, SOLDERS, FLUX, AND FITTINGS: See paragraph 3.01(D)(2)(b).

LXEZ 02-3920 Section 01 56 00 Page 4

PART 3 - EXECUTION

3.01 ENVIRONMENTAL PROTECTION REQUIREMENTS: Contractor shall provide and maintain, during the life of the contract, environmental protection as specified in this part. Plan for and provide environmental protective measures to control pollution that develops during normal construction practice. Comply with applicable laws and regulations of the Governments of

United States and Japan, however denominated, including those applicable political subdivisions, departments, and other entities pertaining to the environment, including, but not limited to, water, land, and air pollution.

Assurance that subcontractors comply with all environmental protection requirements of this section will be the sole responsibility of the prime

Contractor. The Contractor shall record any problems in complying with laws, regulations, permit requirements, ordinances, and corrective actions taken.

The Contractor shall immediately inform the Contracting Officer (CO) of any environmental problems.

A. Applicable Regulations: The Contractor shall comply with the JEGS and Air Force environmental protection and other applicable US laws, regulations, and policies on Air Force installations. If a task order involves work on a non-Air Force installation, that work shall comply with that installation’s environmental regulations and policies too. For Contractor operations off of an installation, those operations shall comply with the JEGS; other applicable US laws, regulations, and policies; and applicable laws, regulations, and policies of the Government of Japan and its political subdivisions. If the Contractor identifies an actual or apparent conflict between applicable laws, regulations, and policies, bring the conflict to the Contracting Officer’s attention for resolution.

The Contractor shall determine which laws, regulations, and permits concerning environmental protection, pollution control and abatement that are applicable to the Contractor’s proposed operations and requirements imposed by those laws, regulations, and permits. The Contractor shall provide a list of applicable laws, regulations, and permits to 718 CES/CEIE before starting project work.

B. Training Program: The Contractor shall implement a training program to ensure that all Contractor personnel are trained in environmental protection requirements. The Contractor shall designate person(s) to be responsible for environmental protection training of personnel and shall submit the name(s) and qualifications of person(s) to 718 CES/CEIE before starting project work.

C. Environmental Representative: The Contractor shall designate a

Primary and an Alternate Environmental Representative. Contractor must provide the name, telephone number, and address of the Primary and Alternate Environmental Representatives to 718 CES/CEIE before starting project work. The Environmental Representative will be responsible for providing all project submittals according to paragraph 3.02 Submittals and for coordinating with 718 CES/CEIE on any environmental issues encountered during work.

LXEZ 02-3920 Section 01 56 00 Page 5

D. Environmental…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated .