A.8.6_Am-0006_Specifications.pdf

Multiple Award Task Order Contract (MATOC) for Design-Bid-Build (DBB) Construction Services, Okinawa, Japan

Section 00 10 00 Solicitation, Contract Line Item Number (CLIN) Schedule Section 00 21 00 Instructions Section 00 22 00 Proposal Submission Requirements Section 00 22 16 Evaluation Factors for Award Section 00 45 00 Representations and Certifications Section 00 70 00 Conditions of the Contract Section 00 73 00 Supplementary Conditions Section 00 90 01 Task Order Specific Provisions (for the seed project)

Division 01, General Requirements for the Basic Contract

TAKASHI HORIUCHI 046-407-8831 (Direct) e-mail: takashi.horiuchi.ln@usace.army.mil

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

27-Aug-2015

(RFP)

(IFB)

X

CALL:

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance within _______15 calendar days and complete it within ________* calendar days after receiving award, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________*52.211-10

12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________ See 00 22 00 copies to perform the work required are due at the place specified in Item 8 by ___________ local time ______________27 Nov 2015 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.

shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee is, X is not required.

C. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than _______120 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

7. ISSUED BY CODE

U.S. ARMY ENGINEER DISTRICT, JAPAN

ATTN: CONTRACTING DIVISION

BLDG 250, ROOM 147, CAMP ZAMA,

ZAMA-SHI, KANAGAWA-KEN 252-8511)

W912HV

PAGE OF PAGES

CODE W912HV

(Title, identifying no., date):

12B. CALENDAR DAYS

02:00 PM (hour) Sealed envelopes containing offers

SEE ITEM 7

Hand-carried proposals shall be delivered to Room 147.

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

8. ADDRESS OFFER TO (If Other Than Item 7)

FAX:TEL: 046-252-0994 (Main) TEL: FAX:

W912HV-15-R-0027

NO PAYMENT BOND REQUIRED

Division 02 thru 34 Technical Specifications (for the seed project) Division 01, General Requirements (for the seed project)

Drawings (for the seed project)

JAPAN

(Am-0006) j2ctcth9 Highlight

P801 LHD Practice Site Improvements, Ie Shima, Okinawa

00 90 01 – 1 (Am-0006)

SECTION 00 90 01 – TASK ORDER SPECIFIC PROVISIONS

1. GENERAL

All applicable provisions set-forth in the contract shall apply to this task order, except as supplemented by this section. The following revisions and/or requirements apply only to this specific task order.

2. TYPE OF TASK ORDER. The Government contemplates the issuance of a firm-fixed-price Design-Bid-Build (D-B-B) construction task order as a result of this Request For Proposal (RFP).

3. MAGNITUDE OF THE PROPOSED PROJECT. The estimated price range of this work is between ¥2,500,000,000 and ¥10,000,000,000 [FAR 36.204].

4. 52.211-14 Notice of Priority Rating for National Defense, Emergency Preparedness, and Energy Program Use (APR 2008)

Any contract awarded as a result of this solicitation will be [ ] DX rated order; [ X ] DO rated order certified for national defense, emergency preparedness, and energy program use under the Defense Priorities and Allocations System (DPAS) (15 CFR 700), and the Contractor will be required to follow all of the requirements of this regulation.

(End of provision)

5. SECTION 00 70 00 – CONDITIONS OF THE CONTRACT

All applicable clauses in Section 00 70 00 of the basic MATOC apply except as revised in this section.

a. 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF

WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 15 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 550 calendar days after the date the contractor receives the notice to proceed.

The time stated for completion shall include final cleanup of the premises.

(End of clause)

b. 52.211-12 LIQUIDATED DAMAGES--CONSTRUCTION (SEP 2000)

00 90 01 – 2

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of ¥153,531 for each calendar day of delay until the work is completed or accepted.

(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

c. 252.225-7044 BALANCE OF PAYMENTS PROGRAM –CONSTRUCTION

MATERIAL--BASIC (NOV 2014)

Not applicable for this task order.

d. 252.236-7001 CONTRACT DRAWINGS AND SPECIFICATIONS (AUG 2000)

(a) The Government will provide to the Contractor, without charge, one set of contract drawings and specifications, except publications incorporated into the technical provisions by reference, in electronic or paper media as chosen by the Contracting Officer.

(b) The Contractor shall—

(1) Check all drawings furnished immediately upon receipt;

(2) Compare all drawings and verify the figures before laying out the work;

(3) Promptly notify the Contracting Officer of any discrepancies;

(4) Be responsible for any errors that might have been avoided by complying with this paragraph (b); and

(5) Reproduce and print contract drawings and specifications as needed.

(c) In general--

(1) Large-scale drawings shall govern small-scale drawings; and

(2) The Contractor shall follow figures marked on drawings in preference to scale measurements.

00 90 01 – 3

(d) Omissions from the drawings or specifications or the misdescription of details of work that are manifestly necessary to carry out the intent of the drawings and specifications, or that are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work. The Contractor shall perform such details as if fully and correctly set forth and described in the drawings and specifications.

(e) The work shall conform to the specifications and the contract drawings identified on the following index of drawings:

See Sheet G-002.

6. SECTION 00 73 15.01 GOVERNMENT FIELD OFFICE

Add Section 00 73 15.01 attached to this task order.

7. DIVISION 1, GENERAL REQUIREMENTS – REVISIONS

Division 1 of the basic MATOC applies except as revised in this section.

a. SECTION 01 10 00.70 33 DESCRIPTION OF WORK (GENERAL)

No revisions.

b. SECTION 01 10 00.72 33 DESCRIPTION OF WORK (DESIGN-BID-BUILD)

c. SECTION 01 10 26.70 33 CONTRACT ADMINISTRATION DATA

Replace in its entirety with Section 01 10 26.70 33 attached to this task order.

d. SECTION 01 10 26 70 34 CONTRACT ADMINISTRATION-HNC

e. SECTION 01 11 00.70 33 GENERAL CONTRACT REQUIREMENTS (ZUKERAN

RO)

f. SECTION 01 20 00.00 20 PRICE AND PAYMENT PROCEDURES j2ctcth9 Highlight j2ctcth9 Highlight

00 90 01 – 4

Add Section 01 20 00.00 20 attached to this task order.

g. SECTION 01 32 01.00 10 PROJECT SCHEDULE

h. SECTION 01 33 00.70 33 SUBMITTAL PROCEDURES

Add Submittal Register attached to this task order.

i. Section 01 35 26 GOVERNMENT SAFETY REQUIREMENTS

j. SECTION 01 45 00.00 10 QUALITY CONTROL

k. 01 45 00.10 10 USACE QUALITY CONTROL SYSTEM (QCS)

l. SECTION 01 45 00.10 20 QUALITY CONTROL (FOR MINOR CONSTRUCTION)

m. SECTION 01 56 00 ENVIRONMENTAL PROTECTION

Add Section 01 56 00 attached to this task order.

n. Section 01 57 20.00 10 ENVIRONMENTAL PROTECTION

o. Section 01 78 00 CLOSEOUT SUBMITTALS

p. Section 01 78 23 OPERATION AND MAINTENANCE DATA

8. DIVISION 02 THRU 34 AND DRAWINGS

j2ctcth9 Highlight j2ctcth9 Highlight j2ctcth9 Highlight j2ctcth9 Highlight j2ctcth9 Highlight j2ctcth9 Highlight j2ctcth9 Highlight j2ctcth9 Highlight j2ctcth9 Highlight j2ctcth9 Highlight

00 90 01 – 5

Technical specifications along with the drawings are attached and added as part of this task order.

AM#5 P801 LHD PRACTICE SITE OKA001

OKINAWA, JAPAN

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 20 00.00 20

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 SCHEDULE OF PRICES

1.3.1 Data Required

1.3.2 Schedule Instructions

1.3.3 Real Property Assets

1.3.4 Schedule Requirements for HVAC TAB

1.4 CONTRACT MODIFICATIONS

1.5 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.5.1 Content of Invoice

1.5.2 Submission of Invoices

1.5.3 Final Invoice

1.6 PAYMENTS TO THE CONTRACTOR

1.6.1 Obligation of Government Payments

1.6.2 Payment for Onsite and Offsite Materials

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

Section 01 20 00.00 20 Page 1

SECTION 01 20 00.00 20

PRICE AND PAYMENT PROCEDURES

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.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EP-1110-1-8 (2009) Construction Equipment Ownership and Operating Expense Schedule

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

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

SD-01 Preconstruction Submittals

Schedule of Prices; G

1.3 SCHEDULE OF PRICES

1.3.1 Data Required

This contract requires the use of a cost-loaded Network Analysis Schedule (NAS). The information required for the Schedule of Prices will be entered as an integral part of the Network Analysis Schedule. Within 15 calendar days of notice of award, prepare and deliver to the Contracting Officer a Schedule of Prices (construction contract) as directed by the Contracting Officer. Provide a detailed breakdown of the contract price, giving quantities for each of the various kinds of work, unit prices, and extended prices. Costs shall be summarized and totals provided for each construction category.

1.3.2 Schedule Instructions

Payments will not be made until the Schedule of Prices has been submitted to and accepted by the Contracting Officer. Identify the cost for site work, and include incidental work to the 1.5 m line. Identify costs for the building(s), and include work out to the 1.5 m line. Work out to the

1.5 m line shall include construction encompassed within a theoretical line

1.5 m from the face of exterior walls and shall include attendant construction, such as pad mounted HVAC cooling equipment, cooling towers, and transformers placed beyond the 1.5 m line.

Section 01 20 00.00 20 Page 2

1.3.3 Real Property Assets

The Contractor shall provide the Draft DD Form 1354, Transfer and Acceptance of Military Real Property filled in with the appropriate Real Property Unique Identifiers (RPUID) and related construction Category Codes to summarize the designed real property assets that apply to this contract. The government will assist.

Divide detailed asset breakdown into the RPUIDs and related construction Category Codes and populate associated costs which represent all aspects of the work. Where assets diverge into multiple RPUID/ Category Codes, divide the asset and provide the proportion of the assets in each RPUID/ Category Code. Assets and related RPUID/ Category Codes may be modified by the Contracting Officer as necessary during course of the work. Coordinate identification and proportion of these assets with the Government Real Property Accounting Officer.

Cost data accumulated under this section are required in the preparation of DD Form 1354.

1.3.4 Schedule Requirements for HVAC TAB

The field work Section 23 08 00.00 10 COMMISIONING OF HVAC SYSTEMS shall be broken down in the Schedule of Prices and in the Construction Progress Documentation by separate line items which reflect measurable deliverables. Specific payment percentages for each line item shall be determined on a case by case basis for each contract. The line items shall be as follows:

a. Approval of Design Review Report: The TABS Agency is required to conduct a review of the project plans and specifications to identify any feature, or the lack thereof, that would preclude successful testing and balancing of the project HVAC systems. The resulting findings shall be submitted to the Government to allow correction of the design. The progress payment shall be issued after review and approval of the report.

b. Approval of the pre-field engineering report: The TABS Agency submits a report which outlines the scope of field work. The report shall contain details of what systems will be tested, procedures to be used, sample report forms for reporting test results and a quality control checklist of work items that must be completed before TABS field work commences.

c. Season I field work: Incremental payments are issued as the TABS field work progresses. The TABS Agency mobilizes to the project site and executes the field work as outlined in the pre-field engineering report. The HVAC water and air systems are balanced and operational data shall be collected for one seasonal condition (either summer or winter depending on project timing).

d. Approval of Season I report: On completion of the Season I field work, the data is compiled into a report and submitted to the Government.

The report is reviewed, and approved, after ensuring compliance with the pre-field engineering report scope of work.

e. Completion of Season I field QA check: Contract QC and Government representatives meet the TABS Agency at the jobsite to retest portions of the systems reported in the Season I report. The purpose of these

Section 01 20 00.00 20 Page 3 tests are to validate the accuracy and completeness of the previously submitted Season I report.

f. Approval of Season II report: The TABS Agency completes all Season II field work, which is normally comprised mainly of taking heat transfer temperature readings, in the season opposite of that under which Season I performance data was compiled. This data shall be compiled into a report and submitted to the Government. On completion of submittal review to ensure compliance with the pre-field engineering report scope, progress payment is issued. Progress payment is less than that issued for the Season I report since most of the water and air balancing work effort is completed under Season I.

1.4 CONTRACT MODIFICATIONS

In conjunction with the Contract Clause "DFARS 252.236-7000, Modification Proposals-Price Breakdown," and where actual ownership and operating costs of construction equipment cannot be determined from Contractor accounting records, equipment use rates shall be based upon the applicable provisions of the EP-1110-1-8.

1.5 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.5.1 Content of Invoice

Requests for payment will be processed in accordance with the Contract Clause FAR 52.232-27, Prompt Payment Construction Contracts and FAR 52.232-5, Payments Under Fixed-Price Construction Contracts. The requests for payment shall include the documents listed below.

a. The Contractor's invoice, on a USACE Form furnished by the Government, showing in summary form, the basis for arriving at the amount of the invoice. Form shall include certification by Quality Control (QC) Manager as required by the contract.

b. Not Used

c. Updated Project Schedule and reports required by the contract.

d. Contractor Safety Self Evaluation Checklist.

e. Other supporting documents as requested.

f. Updated copy of submittal register.

g. Invoices not completed in accordance with contract requirements will be returned to the Contractor for correction of the deficiencies.

1.5.2 Submission of Invoices

If NFAS Clause 5252.232-9301 is included in the contract, the documents listed in paragraph "CONTENT OF INVOICE" shall be provided in their entirety as attachments in Wide Area Work Flow (WAWF) for each invoice submitted. The maximum size of each WAWF attachment is two megabytes, but there are no limits on the number of attachments. If a document cannot be attached in WAWF due to system or size restriction it shall be provided as instructed by the Contracting Officer.

Section 01 20 00.00 20 Page 4

1.5.3 Final Invoice

a. A final invoice shall be accompanied by the certification required by DFARS 252.247.7023 TRANSPORTATION OF SUPPLIES BY SEA, and the Contractor's Final Release. If the Contractor is incorporated, the Final Release shall contain the corporate seal. An officer of the corporation shall sign and the corporate secretary shall certify the Final Release.

b. For final invoices being submitted via WAWF, the original Contractor's Final Release Form and required certification of Transportation of Supplies by Sea must be provided directly to the respective Contracting Officer prior to submission of the final invoice. Once receipt of the original Final Release Form and required certification of Transportation of Supplies by Sea has been confirmed by the Contracting Officer, the Contractor shall then submit final invoice and attach a copy of the Final Release Form and required certification of Transportation of Supplies by Sea in WAWF.

c. Final invoices not accompanied by the Contractor's Final Release and required certification of Transportation of Supplies by Sea will be considered incomplete and will be returned to the Contractor.

1.6 PAYMENTS TO THE CONTRACTOR

Payments will be made on submission of itemized requests by the Contractor which comply with the requirements of this section, and will be subject to reduction for overpayments or increase for underpayments made on previous payments to the Contractor.

1.6.1 Obligation of Government Payments

The obligation of the Government to make payments required under the provisions of this contract will, at the discretion of the Contracting Officer, be subject to reductions and/or suspensions permitted under the FAR and agency regulations including the following in accordance with "FAR 32.503-6:

a. Reasonable deductions due to defects in material or workmanship;

b. Claims which the Government may have against the Contractor under or in connection with this contract;

c. Unless otherwise adjusted, repayment to the Government upon demand for overpayments made to the Contractor; and

d. Failure to provide up to date record drawings not current as stated in Contract Clause "FAC 5252.236-9310, Record Drawings."

1.6.2 Payment for Onsite and Offsite Materials

Progress payments may be made to the contractor for materials delivered on the site, for materials stored off construction sites, or materials that are in transit to the construction sites under the following conditions:

a. FAR 52.232-5(b) Payments Under Fixed Price Construction Contracts.

b. Materials delivered on the site but not installed, including completed preparatory work, and off-site materials to be considered for progress

Section 01 20 00.00 20 Page 5 payment shall be major high cost, long lead, special order, or specialty items, not susceptible to deterioration or physical damage in storage or in transit to the construction site. Examples of materials acceptable for payment consideration include, but are not limited to, structural steel, non-magnetic steel, non-magnetic aggregate, equipment, machinery, large pipe and fittings,precast/prestressed concrete products, plastic lumber (e.g., fender piles/curbs), and high-voltage electrical cable. Materials not acceptable for payment include consumable materials such as nails, fasteners, conduits, gypsum board, glass, insulation, and wall coverings.

c. Materials to be considered for progress payment prior to installation shall be specifically and separately identified in the Contractor's estimates of work submitted for the Contracting Officer's approval in accordance with Schedule of Prices requirement of this contract.

Requests for progress payment consideration for such items shall be supported by documents establishing their value and that the title requirements of the clause at FAR 52.232-5 have been met.

d. Materials are adequately insured and protected from theft and exposure.

e. Provide a written consent from the surety company with each payment request for offsite materials.

f. Not Used

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

Section 01 20 00.00 20 Page 6

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 56 00

ENVIRONMENTAL PROTECTION

PART 1 GENERAL

1.1 DEFINITIONS

1.2 SUBMITTALS

PART 2 PRODUCTS

2.1 MATERIALS

PART 3 EXECUTION

3.1 ENVIRONMENTAL PROTECTION REQUIREMENTS

3.1.1 Applicable Regulations

3.1.2 Training Program

3.1.3 Environmental Representatives

3.1.4 Environmental Protection Areas

3.1.4.1 Air Emissions & Ozone Depleting Substances

3.1.4.2 Water Resources

3.1.4.3 Hazardous Materials

3.1.4.4 Hazardous Waste

3.1.4.5 Solid Waste

3.1.4.6 Fuel Storage Tanks

3.1.4.7 Historical and Cultural Resources

3.1.4.8 Natural Resources

3.1.4.9 Polychlorinated Biphenyls (PCBS)

3.1.4.10 Asbestos

3.1.4.11 Lead-Based Paint

3.1.4.12 Spill Prevention and Response

3.1.4.13 Green Procurement

3.2 SUBMITTALS REQUIRED BEFORE SITE WORK BEGINS

3.2.1 Environmental Protection Plan

3.2.2 SUBMITTALS REQUIRED DURING SITE WORK

3.2.3 SUBMITTALS REQUIRED AFTER COMPLETION OF SITE WORK

-- End of Section Table of Contents --

Section 01 56 00 Page 1

SECTION 01 56 00

ENVIRONMENTAL PROTECTION

PART 1 GENERAL

1.1 DEFINITIONS

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

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.

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.

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

Hazardous Material (HAZMAT): Any material that is capable of posing an unreasonable risk to health, safety, or the environment if improperly handled, stored, issued, transported, labeled, or disposed of because it displays a characteristic 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.

Hazardous Substance: Any substance having the potential to do serious harm to human health or the environment if spilled or 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."

Hazardous Waste: A discarded material that may be solid, semi-solid, liquid, or contained gas, and either exhibits a characteristic of a hazardous waste as defined in section JEGS AP1.1 or is listed as a hazardous waste in JEGS, Appendix 1, Tables AP1.T1 through AP1.T4.

Lead-Based Paint (LBP): For paint in liquid form, LBP is defined as paint that contains more than 0.06%or 600 ppm lead by weight in the total non-volatile content of liquid paint. For paint in place, LBP is defined as paint or other surface coatings that contain lead ?1.0 milligram per cm2, or 0.5% by weight or 5,000 ppm by weight.

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

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

Section 01 56 00 Page 2 mixed with wastes other than dredged spoil.

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

Solid Wastes: 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.

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

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

SD-01 Preconstruction Submittals qualified/ licensed archaeologist; G

Environmental Protection Plan; G site specific storm water pollution prevention plan (SWPPP) grading plan

Waste Water Management Plan

Solid Waste Management Plan (SWMP)

Site-specific Spill Contingency Plan (SSCP)

Asbestos Sampling and Analysis Plan

Asbestos Abatement & Disposal Plan

Asbestos Accident Prevention Plan

Accident Prevention Plan (APP)

PART 2 PRODUCTS

2.1 MATERIALS

No Asbestos Containing Materials (ACM): See paragraph 3.1.4.10.

No Lead or Chromate Based Paints: See paragraph 3.1.4.11.

No Polychlorinated Biphenyls (PCBs): See paragraph 3.1.4.9.

No Class I Ozone Depleting Substances (ODS). See paragraph 3.1.4.1.a.

No Lead Drinking Water Pipes, Solders, Flux, and Fittings: See paragraph

Section 01 56 00 Page 3

3.1.4.2.b.

PART 3 EXECUTION

3.1 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 the 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.

3.1.1 Applicable Regulations

The Contractor shall comply with the JEGS and other applicable US laws, regulations, and policies on USMC installations. 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 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 MCB Butler before starting project work.

3.1.2 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 MCB Butler before starting project work.

3.1.3 Environmental Representatives

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 MCB Butler 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 MCB Butler on any environmental issues encountered during work.

Section 01 56 00 Page 4

3.1.4 Environmental Protection Areas

3.1.4.1 Air Emissions & Ozone Depleting Substances

a. No Class I Ozone Depleting Substances (ODS): Class I ODS listed in JEGS, Chapter 2, Table C2.T1 are prohibited from being used in construction, remodeling, or maintenance. Contractor must provide certifications that materials utilized during the project do not contain Class I ODS. The purchase of Class I ODS for air conditioning and refrigeration equipment for ground applications is also prohibited on all new and/or refurbishing projects. NOTE: Limited exceptions exist for using Class I ODS for airborne equipment with prior approval. Contact MCB Butler for details.

b. Class II ODS Approval Request: Class II ODS listed in JEGS, Chapter 2, Table C2.T1 must first be approved by MCB Butler prior to use.

c. All Refrigerant Types: Ensure a weatherproof data plate is permanently attached to refrigeration (or air conditioning) equipment, in a location visible to maintenance workers, showing refrigerant type and full charge quantity.

d. Generators and Boilers: If generators or boilers are to be installed or replaced as part of the project, the Contractor shall provide MCB Butler with the heat exchange surface area in square meters for boilers and the fuel oil consumption rate in liters per hour for boilers and generators.

e. Particulates: Dust particles, aerosols and gaseous by-products from construction activities, and processing and preparation of materials shall be controlled at all times, including weekends, holidays and hours when work is not in progress. The Contractor shall maintain excavations, stockpiles, haul roads, permanent and temporary access roads, plant sites, spoil areas, borrow areas and other work areas within or outside the project boundaries free from particulates which would cause the air pollution standards to be exceeded or which would cause a hazard or nuisance. The Contractor must have sufficient, competent equipment available to accomplish these tasks. Particulate control shall be performed as the work proceeds and whenever a particulate nuisance or hazard occurs.

3.1.4.2 Water Resources

a. The Contractor shall keep construction activities under surveillance, management, and control and shall monitor all water areas affected by construction activities to prevent pollution of surface and ground waters. Toxic or hazardous chemicals shall not be applied to soil or vegetation when such application may cause contamination. Contractor shall prevent oily wastes or other hazardous substances from entering the ground, drainage areas, or local bodies of water. Monitoring of water areas affected by construction shall be the Contractor's responsibility.

b. No Lead Drinking Water Pipes, Solders, Flux, and Fittings: Materials that contain amounts greater than 0.2% lead for solder or flux and 8.0% lead for pipes and fittings are prohibited from being used in construction, remodeling, or maintenance. Contractor must provide certifications that materials utilized do not contain lead to MCB Butler before starting project work.

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c. Site Specific Storm Water Pollution Prevention Plan: The contractor shall develop and submit a site specific storm water pollution prevention plan (SWPPP) before starting project work. The SWPPP must identify Best Management Practices (BMPs) as indicated in JEGS, Chapter 4, Table C4.T3 and include methods and drawings (if applicable) to prevent storm water pollution as specified in the storm waste pollution prevention measures section below.

i. Storm Water Pollution Prevention Measures: The contractor shall use proper control and management techniques to ensure storm water criteria are met in accordance with JEGS storm water regulations.

As required by JEGS, Chapter 13, erosion/sediment control measures to prevent the discharge of silt into nearby water shall be implemented. Control measures should include the use of vegetative covers, construction of diversion drains, grading management, filter strips, and use of sediment basins. Runoff from the construction site or from storms shall be controlled, retarded, and diverted, as indicated on the SWPPP drawings, to protect drainage courses by means of diversion ditches, benches, and berms. Berms, dikes, drains, sedimentation basins, grassing, and mulching shall be maintained until permanent drainage and erosion control facilities are completed and operative. Silt screens must be installed prior to start of construction. Silt screens and/or other erosion control devices shall be installed on construction sites that are in or near water. Silt screens shall consist of trenched and staked filter fabric and trenched and staked hay bales. Filter fabric must be toed 8 inches into the soil to avoid sediments that would be transported via water under the screen. Hay bales must be placed end to end on the downstream side of the screen and be trenched and staked firmly into the ground. Chinking is usually required to fill gaps between the bales. Silt screens must be maintained properly. Screens and other control devices must be inspected once a week and after any rainfall event totaling 1/2 inch or more to ensure they are in good repair and functioning properly. In areas that experience high flow rates, extra precautions will be necessary to stabilize screens. Trenching of hay bale barriers is required to adequately control runoff. A series of screens may have to be installed in waters that are especially turbid to properly filter out sediments. Silt screens will remain in place and properly maintained until the site is properly stabilized with sod or seeding.

ii. Providing erosion and sediment control measures in accordance with laws and regulations is the Contractor's responsibility. The erosion and sediment controls selected and maintained by the Contractor shall be such that water quality standards are not violated as a result of construction activities. The area of bare soil exposed at any one time by construction operations should be kept to a minimum. Construct or install temporary and permanent erosion and sediment control BMPs as indicated on the drawings and as specified in the SWPPP. BMPs may include, but are not limited to, vegetation cover, stream bank stabilization, slope stabilization, silt fences, construction of terraces, interceptor channels, sediment traps, inlet and outfall protection, diversion channels, and sedimentation basins. The Contractor's Best Management Practices must also be in accordance with the JEGS and the SWPPP. Remove any temporary measures after the area has been

Section 01 56 00 Page 6 stabilized.

iii. All earthwork shall be planned and conducted to minimize the duration of exposure of unprotected soils. Side and back slopes shall be protected as soon as practicable upon completion of rough grading. Earthwork brought to final grade shall be finished as indicated.

iv. The Contractor's field offices, staging areas, stockpile storage, and temporary buildings shall be placed in areas designated on the drawings, or as directed by the CO. Temporary movement or relocation of the Contractor's facilities shall be made only when approved. Borrow areas shall be managed to minimize erosion and to prevent sediment from entering nearby waters. Spoil areas shall be managed and controlled to limit spoil intrusion into areas designated on the drawings and to prevent erosion of soil or sediment from entering nearby waters. Spoil areas shall be developed in accordance with the grading plan indicated on the drawings. Temporary excavation and embankments for plant and/or work areas shall be controlled to protect adjacent areas from despoilment.

d. Waste Water Management Plan: Prior to the start of site work, the Contractor shall submit to MCB Butler a Waste Water Management Plan that identifies the methods and procedures for management and/or discharge of waste waters which are directly derived from construction activities, such as concrete curing water, clean-up water, dewatering of ground water, disinfection water, hydrostatic test water, and water used in flushing of lines. If a settling/retention pond is required, the Plan must include the design of the pond, including drawings, removal plan, and testing requirements for possible pollutants. If disposal is to a sanitary sewer, the Plan must include documentation that the Waste Water Treatment Plant Operator has approved the flow rate, volume, and type of discharge. Contractor is not authorized sewage holding tanks on base and is not authorized to dispose of waste from chemical toilets/porta-potties via the installation sewer system.

When using chemical toilets, plan for procuring a porta-potty/chemical toilet service contract. The porta-potty/chemical toilet service contract must include the correct maintenance, waste collection, transportation and disposal of all porta-potty/chemical toilets and content and include provisions for pest control and elimination of odors. If the project generates wastewater from rinsing tanks, dewatering sites, etc., the Contractor shall ensure proper disposal.

3.1.4.3 Hazardous Materials

Hazardous Material Inventory and Material Safety Data Sheets: Approval is required before bringing any hazardous materials (HAZMAT) onto the installation. Consult with MCB Butler for a determination of whether or not a product is a HAZMAT.

Hazardous Material Storage, Handling and Marking: HAZMAT must be stored, handled, used, and disposed of in accordance with 29 CFR 1910, JEGS Chapter 5, and local regulations. The Contractor shall observe HAZMAT storage practices in accordance with regulations, policies, plans and procedures employed by the installation. All containers with HAZMAT shall be correctly marked/labeled with DD form 2522 (DD-2522) or an equivalent label. The label shall include the container's contents, shall be legible, and shall be protected from damage (e.g., by covering label with

Section 01 56 00 Page 7 plastic or tape). Labeling requirements apply to all HAZMAT containers, including compressed gas cylinders, fuel containers, acid containers, and ODS containers. Consult with MCB Butler to determine if an item is a HAZMAT or not.

Notification of Unexpected Hazardous Material Discovery: All Contractor personnel shall immediately report to the CO and to MCB Butler any hazardous materials, substances, chemicals, or contaminated areas encountered. Additionally, Contractor personnel shall immediately cease work in the area, unless the work is of an emergency nature and the risk of exposure can be mitigated by the use of personal protective equipment (PPE) or clothing. The government will determine the best means of sampling and corrective action and will notify the Contractor accordingly.

3.1.4.4 Hazardous Waste

The Contractor shall be considered the primary co-generator for all hazardous wastes generated throughout the duration of the contract.

However, all hazardous waste management activities shall be coordinated and approved by MCB Butler. All hazardous waste, except asbestos, will be delivered to the Camp Butler-Ie Shima Hazardous Waste Storage Facility (HWSF) for tracking and disposal per JEGS, Chapter 6. All hazardous waste must be managed in accordance with the JEGS and applicable laws and regulations of the Governments of the United States and Japan, however denominated, including those applicable political subdivisions, departments, and other entities. The CO shall contact MCB Butler if handling procedures for hazardous wastes and materials are unclear. Under no circumstances may hazardous waste be disposed of in the dumpster.

Hazardous wastes, including excavated contaminated soil, shall be stored, transported, and disposed of in accordance with the JEGS and applicable laws and regulations of the Governments of the United States and Japan, however denominated, including those applicable political subdivisions, departments, and other entities, including obtaining necessary local permits, licenses, and approvals. The Contractor shall identify what wastes are hazardous using specific and technical knowledge and/or sampling and analysis. This responsibility also includes preparation of waste profile sheets, packaging, marking and labeling of wastes in accordance with JEGS, Federal, GOJ, Prefectural, and local requirements.

All costs for labor, equipment, materials, transportation, and other services required to comply with applicable laws and regulations of the Governments of the United States and Japan, however denominated, including those applicable political subdivisions, departments, and other entities, governing hazardous waste generation are the responsibility of the Contractor. This requirement extends to personnel training and the identification, initial accumulation and transportation of hazardous wastes generated during the project.

Hazardous Waste Turn-In Procedures: Contractor must package hazardous waste in a United Nations (UN) approved container labeled in English and Japanese, furnish analytical results, and submit the container(s) and information to the Camp Butler-Ie Shima HWSF. Camp Butler-Ie Shima HWSF personnel will weigh the container(s) and complete a waste profile sheet for the material and manifest document (DD Form 1348-1A). If the Contractor does not provide adequate information for the HWSF to receive the hazardous waste, the Contractor shall correct any discrepancies on the spot or remove the unacceptable containers until the deficiencies can be corrected. For further information, call the Camp Butler Hazardous Waste

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Program Manager.

Hazardous Waste Records: The Contractor shall maintain sampling, analysis and turn-in records for all hazardous waste generated during the project.

These records shall include, but not be limited to: logs of sample locations or container identification data( including time and date of sample collection), analytical results, quality control data provided by the analytical lab pertaining to the samples analyzed, waste profile sheets provided by HWSF personnel for wastes streams turned in to the HWSF and manifests (DD forms 1348-1A) for all wastes turned over to the HWSF.

Copies of this data shall be submitted to MCB Butler after the work is completed.

3.1.4.5 Solid Waste

a. The Contractor shall reduce the amount of solid waste generated by the project to the maximum extent possible. To do so, the Contractor will institute a recycling program and Camp Butler-Ie Shima MCB policy. The project's recycling program will include all contractor employees and subcontractors. At a minimum, the following items will be recycled:

scrap metal, cardboard, concrete, asphalt, scrap wood, wooden pallets, glass, and plastic. Green wastes should be mulched or composted. The project site(s) must be left clean and clear of all debris upon completion of work.

b. Solid Waste Management Plan: To ensure the Contractor understands the solid waste reduction requirements, the Contractor is required to submit a Solid Waste Management Plan (SWMP) prior to the start of project work. The SWMP has four (4) sections: Diversion, Procedures, Training, and Permits.

i. In the Diversion section, provide the dates for the start and end of work, the types of wastes expected to be generated by the project, estimated weights for each type of waste, and the facility or facilities where each waste will be taken. Also include a list of which wastes will be recycled, estimated weights for each recyclable commodity, and the facility or facilities where each recyclable will be taken.

ii. There are three procedures to describe in the Procedures section:

Separation, Contamination Prevention, and Transportation. The Separation Procedures outline how recyclables will be separated from other wastes, how they will be collected, and where they will be stored at the project site until transported to recycling facilities. The Separation Procedures also detail how other wastes will be collected and where they will be stored at the project site until transported to disposal facilities. Be aware that containers for recyclables and other wastes must meet the requirements in JEGS C7.3.7 and C7.3.8, that storage of recyclables and other wastes must meet JEGS C7.3.4, and that storage of bulky wastes must meet JEGS C7.3.5. Explain in the Contamination Prevention Procedures how recyclables will be kept free from contaminants (hazardous, toxic, or other wastes) and how other nonrecyclable wastes will be kept free of contaminants (recyclables and hazardous or toxic wastes). The Transportation Procedures outline how spills of recyclables or other wastes will be prevented during collection, storage, loading, and transportation. They also detail how the recyclables and other wastes will be transported from the project site to the recycling

Section 01 56 00 Page 9 or disposal facility. These procedures also must state how often recyclables and other wastes will be picked up by the transportation company.

iii. In the Training Section, set forth how employees and subcontractors will be trained on solid waste management policies and procedures. Include how training will be documented and who will conduct the training. Also outline any consequences or repercussions for employees or subcontractors that fail to follow the policies and procedures.

iv. The final section on the SWMP is the permits, licenses, and agreements for the recycling and disposal facilities and for the transportation companies utilized during the project. Include English translations for all documents in this section.

c. Solid Waste Documentation: During project execution, the contractor shall submit weight tickets or manifests (with English translations) to MCB Butler for all materials removed from the project site. Weight tickets and manifests shall be submitted during the project every month by the 5th day of the following month. Designate on each document whether the material was disposed of, recycled, or reused. Also include any additional or renewal permits, licenses, or agreements, as required.

3.1.4.6 Fuel Storage Tanks

a. Temporary Fuel Storage Tanks: The use of temporary fuel storage tanks on base as part of a project must be approved by MCB Butler. If approved, temporary fuel storage tanks shall be installed in accordance with the MCB Butler AST STANDARDS, which are maintained by MCB Butler and are available upon request. The Contractor shall submit a Temporary Fuel Storage Tank Approval Request to MCB Butler. The approval request must contain justification for the use of a temporary tank and design details, including a layout diagram indicating the proposed location of the tank within the project site. If a temporary fuel storage tank is approved for use, a Site-specific Spill Contingency Plan (SSCP) must be developed (See Section 3.1.4.13.b).

After construction/installation of a temporary fuel storage tank, the Contractor shall contact MCB Butler to coordinate an initial inspection.

b. Aboveground Storage Tank (AST) Installation: If the contractor is installing a permanent aboveground fuel storage tanks as part of the project, it shall be installed in accordance with the accepted STANDARDS, which are maintained by MCB Butler and are available upon request. The Contractor shall ensure that design drawings contain adequate detail to demonstrate that the AST will be installed in accordance with all applicable regulations. Each AST will be assigned a Tank ID Number by MCB Butler and this Tank ID Number shall be used on tank signage and in project documentation. After construction/ installation of an AST, the Contractor shall contact MCB Butler to coordinate an initial inspection.

c. Underground Storage Tank (UST) Installation: USTs shall not be installed. Fuel storage tanks shall be installed aboveground, unless overriding requirements exist against aboveground installation such as safety, fire protection measures, or force protection measures.

Installation of a UST requires the approval of MCB Butler and approval will only be granted if adequate justification is provided. To request

Section 01 56 00 Page 10 approval for installation of a UST, the Contractor shall submit an Underground Fuel Storage Tank Approval Request to MCB Butler. The approval request must contain a detailed justification of the overriding requirements against installation of an AST. If a UST is approved for installation as part of a project, the Contractor shall ensure that design drawings contain adequate detail to demonstrate that the UST will be installed in accordance with all applicable regulations.