AMD04 22R1322.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04 EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

RFP N62742-22-R-1322, PAF 198127 TACMOR UTILITIES AND INFRASTRUCTURE SUPPORT

Amendment No. 0004 is continued on page 2.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 5

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA 15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer) (Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X N62742-22-R-1322

X 9B. DATED (SEE ITEM 11)

05 JAN 2022

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

12 APR 2022

CODE

NAVFAC PACIFIC

CONSTRUCTION CONTRACTS BR (CON33)

4256 RADFORD DR., BLDG 62

HONOLULU, HI 96818-3296

N62742 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

FACILITY CODECODE

EMAIL:TEL:

x

N62742-22-R-1322 Amendment No. 0004

SF 30 BLOCK 14 CONTINUATION PAGE

This amendment is issued to revise the following:

1. SF 1442, REV 2, dated 07 March 2022 is deleted in its entirety and replaced with the attached SF 1442, REV 3 dated 12 April 2022.

2. Document 00 21 16, Instructions to Proposers, Paragraph 1.1. Number of Copies/Time of Receipt is revised as follows:

a. Subparagraph a., delete 26 April 2022, 2:00 p.m. HST and replace it with 10 May 2022, 2:00 p.m. HST.

b. Subparagraph b., delete 26 April 2022, 2:00 p.m. HST and replace it with 10 May 2022, 2:00 p.m. HST.

3. DOCUMENT 00 01 15 LIST OF DRAWINGS, paragraph 1.3 SUPPLEMENTARY DRAWINGS is revised to delete Drawing No. 91-00611-00 in its entirety and to replace it with the following:

Drawing No. 91-00611-00 AMENDMENT #0004

4. PROJECT TABLE OF CONTENTS. Section 02 41 00, DEMOLITION, dated March 23, 2022 is added before

02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL.

5. SECTION 01 30 00 ADMINISTRATIVE REQUIREMENTS is revised as follows

a. Add paragraph 1.14 Professional Engineer Registration: All references to “registered engineer,” “registered professional engineer,” “professional engineer,” or “registered architect” refer to engineers or architects licensed in the United States unless otherwise specifically stated.

6. Section 01 57 19 is deleted in its entirety and replaced with the attached Section 01 57 19. Revisions are bolded.

7. Section 01 45 35 SPECIAL INSPECTIONS, Schedule of Inspections – Located at the end of this section is revised to uncheck the “PLUMBING/MECHANICAL/ELECTRICAL DESIGNATED SEISMIC SYSTEMS SECTION” checkbox.

8. Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS, is revised as follows:

a. Paragraph 2.3 Fencing is revised to add the following as a second paragraph:

Sections 2.3.1, 2.3.2 and 2.3.3 list options for temporary fencing where temporary fencing is required on plans or in other parts of the specifications. Contractor must choose the appropriate temporary fencing to restrict unauthorized access to work areas, equipment/material storage areas and/or to protect public from construction hazards.

b. Paragraph 3.3.1 Temporary Utilities is deleted in its entirety and replaced with “3.3.1. Temporary Utilities.

See Document 00 73 00, paragraph 1.4.”

9. Section 02 41 00, DEMOLITION, dated March 23, 2022, is added before Section 02 61 13 EXCAVATION

AND HANDLING OF CONTAMINATED MATERIAL

10. Section 03 30 00 CAST-IN-PLACE CONCRETE is revised as follows:

a. Paragraph 1.1 REFERENCES, ASTM International (ASTM), add the following after ASTM C78/C78M (2018) Standard Test Method for Flexural Strength of Concrete (using Simple Beam with Third –Point Loading):

ASTM C685/C685M- (2017) Standard Specification for Concrete Made by Volumetric Batching and Continuous Mixing

b. Paragraph 3 SUBMITTALS, add the following as noted:

SD-03 Product Data, add: Batching and Mixing Equipment

SD-06 Test Reports, add: Concrete Mix Proportions; G

c. Paragraph 3.6 BATCHING, MEASURING, MIXING, AND TRANSPORTING CONCRETE is revised to add the following paragraph as the second paragraph:

The option of using an on-site batching and mixing facility conforming to the requirements of either ASTM C94/C94M or ASTM C685/C685M is available. The facility must provide sufficient batching and mixing equipment capacity to prevent cold joints. Submit the method of measuring materials, batching operation, and mixer for review, and manufacturer's data for batching and mixing equipment demonstrating compliance with the applicable specifications.

11. Section 05 50 13 MISCELLANEOUS METAL FABRICATIONS is revised as follows:

a. Paragraph 2.3.4.2 Pretreatment, Priming and Painting is revised to delete “and Section 09 97 13.26 Coating of Steel Waterfront Structures.”

b. Paragraph 2.2.2 Structural Tubing is deleted in its entirety and replaced with the following:

2.2.2 Steel Grating

Provide grating in accordance with ASTM A36. Provide metal bar grating with MAAMM MBG 531.

c. Paragraph 3.10, Mounting of Safety Chains, is deleted in its entirety and not replaced.

12. Section 31 23 00.00 20, Paragraph 3.6.3 is revised to add the following after the first sentence:

Base bids on the assumption that the crushed/manufactured on-site soil is suitable to meet fill specifications.

13. Section 32 05 33, Paragraph 3.2 is revised as follows with revisions in bold:

Groundcover establishment period will commence on the date that inspection by the Contracting Officer shows that the new turf furnished under this contract has been satisfactorily installed to a 95 percent stand of coverage. The establishment period must continue for a period of 365 calendar days.

14. Section 32 31 26 WIRE FENCES, GATES, AND BACKING BERMS is revised to delete paragraph 2.3 Wood Posts and Rails in its entirety and to replace it with “Not Used”

15. Section 35 42 34 MECHANICALLY STABILIZED EMBANKMENT, paragraph 3.2.1, Excavation, is revised to delete the first paragraph in its entirety and to replace it with the following. Revisions are shown in bold face type.

Excavate foundation soil to the lines and grades shown on the construction drawings, and as required for the leveling pad and reinforcement placement. Prior to ordering MSE wall materials, probe for top of rock elevation every 15 meters along the MSE wall prior to excavating for the leveling pad. Probe diameter shall be 50 mm into bedrock layer. Probe shall continue a minimum of 4.5 meters into the bedrock layer once reached. Probing shall be continuously monitored by the Contractor's special inspector of record.

Probing must be accomplished by drilling, jet probe, or test pit.

16. The following revisions to the indicated drawings are made narratively:

Drawing No.

NAVFAC

No. Drawing Title Revision

CE503 17267900 TX & RX EROSION CONTROL DETAILS - 3 Change "ROCK CHECK DAM" TO "ROCK CHECK

DAM OR ROCK DAM"

ES151 17268126 RX ELECTRICAL SITE PLAN - 1 Add Note: 4. SEE SHEET E-506 FOR MANHOLE

DETAILS

ES152 17268127 RX ELECTRICAL SITE PLAN - 2 Add Note: 4. SEE SHEET E-506 FOR MANHOLE

DETAILS

ES153

17268128 RX ELECTRICAL SITE PLAN - 3 Add Note: 4. SEE SHEET E-506 FOR MANHOLE

DETAILS

ES154

17268129 RX ELECTRICAL SITE PLAN - 4 Add Note: 4. SEE SHEET E-506 FOR MANHOLE

DETAILS

ES155

17268130 RX ELECTRICAL SITE PLAN - 5 Add Note: 4. SEE SHEET E-506 FOR MANHOLE

DETAILS

ES156

17268131 RX SECURE COMPOUND ELECTRICAL

SITE PLAN

Add Note: 5. SEE SHEET E-506 FOR MANHOLE

DETAILS.

S-501 17268089 TX TYPICAL MSE WALL SECTION Add Note: 3. UNDERCUT TO 610 BELOW TOP OF

BEDROCK AND REPLACE WITH SELECT FILL,

SEE NOTE 2; UNDERCUT IS LIMITED TO 1/2H

(HEIGHT OF THE WALL) FOR WALLS 5

METERS H OR LESS

17. The following drawing, bearing the revision dates of 3/23/2022, supersede previously issued drawing bearing the same number and title:

DRAWING

NUMBER

NAVFAC

DRAWING

NUMBER

REVISION

NUMBER

DRAWING TITLE

CD113 17267890 A4 TX EROSION CONTROL AND DEMOLITION PLAN - 13

CS106 17267910 A4 TX SITE PLAN - 6

CS111 17267915 A4 TX QVIS ANTENNA SITE PLAN

CF107 17267924 A4 TX FENCING & GRASSIGN PLAN - 7

CF511 17267935 A4 TX & RX FENCING SIGN DETAILS

CR101 17267955 A4 TX ACCESS ROAD PLAN - 1

CR102 17267956 A4 TX ACCESS ROAD PLAN - 2

CP104 17267965 A4 TX PAVEMENT JOINTING PLAN - 4

CU101 17267968 A4 TX SECURE COMPOUND UTILITY PLAN

CU503 17267975 A4 TX DRAINAGE DETAILS

CU506 17267978 A4 TX DRAINAGE DETAILS

CP151 17268069 A4 RX PAVEMENT JOINTING PLAN - 1

S-001 17268083 A4 STRUCTURAL GENERAL NOTES

S-503 17268091 A4 TX FACING PANEL ELEVATIONS

S-506 17268094 A4 TX INSTRUMENTATION DETAILS

S-520 17268096 A4

TYPICAL SLAB-ON-GRADE PLAN, SECTION, AND

SCHEDULE

S-530 17268100 A4 SECURITY POLE AND LIGHTNING POLE FOUNDATION

DETAIL

18. All other terms and conditions remain unchanged.

End of Amendment

1596606

RFP N62742-21-R-1322, PAF 198127 TACMOR UTILITIES AND INFRASTRUCTURE SUPPORT

GENERAL DESCRIPTION: SEE SECTION 01 11 00, SUMMARY OF WORK, PARAGRAPH 1.1.1, Project Description.

THIS PROCUREMENT IS UNRESTRICTED. North American Industry Classification System (NAICS) Code 237990, Other Heavy and Civil Engineering Construction , Average Annual Receipts for the Past 3 years $39.5M

ESTIMATED COST: BETWEEN $100,000,000 AND $250,000,000.

DPAS RATING: DO-C2

ENFORCEABILITY OF PROPOSAL: The proposal must set forth full, accurate and complete information as required by this solicitation. The Government will rely on such information in the award of a contract. The awardee’s proposal will be incorporated into the contract and all items proposed will become binding requirements of the contract. By submission of the offer, the offeror agrees that all items proposed (e.g., affiliates/subcontractors with teaming agreements, etc.) will be utilized for the duration of the contract and any substitutions must be equal or better and will require prior approval by the Contracting Officer.

AWARD RESULTING FROM THIS SOLICITATION IS SUBJECT TO RECEIPT OF CONGRESSIONAL/PRESIDENTIAL APPROVAL OF THE FY22 NATIONAL DEFENSE AUTHORIZATION ACT AND FY22 MILITARY CONSTRUCTION QUALITY OF LIFE AND VETERANS AFFAIRS

APPROPRIATIONS ACT

AWARD RESULTING FROM THIS SOLICITATION IS SUBJECT TO RECEIPT OF A SIGNED LEASE AGREEMENT WITH THE GOVERNMENT OF PALAU

Norine E. Horikawa (808) 471-2235

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

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

NEGOTIATED

05 January 2022

08 FEB 2022 REV 1

07 MAR 2022, REV2

12 APR 2022, REV 3 (RFP)

(IFB)

X

CALL:

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

HAND DELIVER

NAVFAC PACIFIC

CONSTRUCTION CONTRACTS BR (CON33)

4256 RADFORD DR, BLDG 62

HONOLULU HI 96818-3296

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 ________ 1,095 calendar days after receiving award, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________ Document 00 70 00

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 __________ copies to perform the work required are due at the place specified in Item 8 by 2:00 p.m. HST local time See Doc 002116 (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 X is, 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 _______ 90 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

NAVFAC PACIFIC

CONSTR CONTRACTS BRANCH (CODE CON33)

258 MAKALAPA DR STE 100

JBPHH HI 96860-3134

N62742

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

(hour) Sealed envelopes containing offers

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

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

FAX: TEL: TEL: FAX:

N6274222R1322 4

See Doc 00 21 16

N62742

20B. SIGNATURE

(REV. 4-85) STANDARD FORM 1442 BACK

TO SIGN

NSN 7540-01-155-3212

SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)

CODE FACILITY CODE

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within ________ calendar days after the date offers are due.

the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE PRICE PROPOSAL SCHEDULE

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

OFFER (Type or print)

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherwise specified)

CODE

(Insert any number equal to or greater than

20C. OFFER DATE

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

CODE 27. PAYMENT WILL BE MADE BY: 26. ADMINISTERED BY

(Include ZIP Code) 14. NAME AND ADDRESS OF OFFEROR 15. TELEPHONE NO.

Office: Fax:

(Include area code)

See Item 14

(Include only if different than Item 14) 16. REMITTANCE ADDRESS

30B. SIGNATURE

29. AWARD (Contractor is not required to sign this document.)

document and return _______ copies to issuing office.) Contractor agrees Your offer on this solicitation, is hereby accepted as to the items listed. This award con-to furnish and deliver all items or perform all work, requisitions identified summates the contract, which consists of (a) the Government solicitation and on this form and any continuation sheets for the consideration stated in this your offer, and (b) this contract award. No further contractual document is contract. The rights and obligations of the parties to this contract shall be necessary.

governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certifications, and specifications or incorporated by refer-ence in or attached to this contract.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31A. NAME OF CONTRACTING OFFICER (Type or print)

30C. DATE

(Type or print)

TEL: EMAIL:

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this 28. NEGOTIATED AGREEMENT

(Must be fully completed by offeror) OFFER

DUNS NO.:

TIN NO.: CAGE CODE:

SOLICITATION, OFFER AND AWARD (SF 1442), CONTINUED

PRICE PROPOSAL SCHEDULE

FOR

RFP NO. N62742-22-R-1322

PAF 198127 TACMOR UTILITIES AND INFRASTRUCTURE SUPPORT

SF 1442 (Continued), REV 3, Amd 04

ITEM

NO. DESCRIPTION

QTY

UNIT OF

ISSUE

UNIT

PRICE

AMOUNT

0001 BASE ITEM

0001AA

BASE ITEM: The basis for SLIN 0001AA is the price for all labor, material, and equipment for the entire work for WON 1596606 complete and in accordance with the drawings and specifications, but not including work under any other SLIN

Each

Lump Sum

0001AB Mobilization/Demobilization for WON 1596606, but not including work under any other SLIN.

Each

Lump Sum

0001AC Basalt Rock Removal, Tx site only. Work to remove basalt rock offsite to include excavating, removing, stockpiling and transporting, but not including work under any other SLIN.

49,600 M3 $________ $_________________

0001AD Surplus Soil Removal, Tx site only. Work to remove surplus soil to include excavation and removal off-site, but not including work under any other SLIN.

291,560 M3 $________ $_________________

TOTAL CLIN 0001

NOTES:

1. See Document 00 22 00 for the Price Evaluation.

2. A firm-fixed-price is required for all line items. ALL OR NONE OFFERS - Offers are solicited on an “all or none” basis and FAR 52.215-1, INSTRUCTIONS TO OFFERORS-COMPETITIVE ACQUISITION in Document 00 21 16, is hereby modified. Failure to submit offers for all line items listed shall be cause for rejection of the offer.

3. The Offeror SHALL include a price for ALL SLINs.

4. For SLINs 0001AC and 0001AD: In the event there is a difference between a unit price and the extended total, the unit price will be held to be the intended offer and the total will be recomputed accordingly. If an offer provides a total but fails to enter a unit price, the total divided by the specified quantity will be held to be the intended unit price.

5. For SLINs 0001AC and 0001AD: Measurement for SLIN 0001AC and 0001AD

Contractor shall perform a topographic survey of the disposal site(s) prior to disposal of basalt/surplus soil, and the contractor shall perform a second topographic survey of the disposal site(s) after disposal of basalt/surplus soil is completed. The topographic survey of the disposal site(s) must be performed by a licensed surveyor in accordance with the National Society of Professional Surveyors (NSPS) Model Standards for Topographic Surveys and in Metric units. The contractor shall use commercial software, such as AutoCAD Civil 3D to calculate the volume of disposed basalt rock/surplus soil and submit the results in the form of a report to the Contracting Officer for approval.

Contractor may perform additional surveys and calculations to support progress payments.

SOLICITATION, OFFER AND AWARD (SF 1442), CONTINUED

PRICE PROPOSAL SCHEDULE

FOR

RFP NO. N62742-22-R-1322

PAF 198127 TACMOR UTILITIES AND INFRASTRUCTURE SUPPORT

SF 1442 (Continued), REV 3, Amd 04

6. Multiple awards will not be made.

7. DFARS 252.236-7004, PAYMENT FOR MOBILIZATION AND DEMOBILIZATION (DEC 1991)

(a) The Government will pay all costs for the mobilization and demobilization of all of the Contractor's plant and equipment at the contract lump sum price for this item.

(1) 60 percent of the lump sum price upon completion of the contractor's mobilization at the work site.

(2) The remaining 40 percent upon completion of demobilization.

(b) The Contracting Officer may require the Contractor to furnish cost data to justify this portion of the bid if the Contracting Officer believes that the percentages in paragraphs (a)(1) and (2) of this clause do not bear a reasonable relation to the cost of the work in this contract.

(1) Failure to justify such price to the satisfaction of the Contracting Officer will result in payment, as determined by the Contracting Officer, of—

(i) Actual mobilization costs at completion of mobilization;

(ii) Actual demobilization costs at completion of demobilization; and

(iii) The remainder of this item in the final payment under this contract.

(2) The Contracting Officer's determination of the actual costs in paragraph (b)(1)of this clause is not subject to appeal.

8. The following FAR clause applies to SLINs 0001AC and 0001AD. At the end of the contract work, should there be any remaining quantities, these quantities will be deobligated via modification to the contract.

FAR 52.211-18, VARIATION IN ESTIMATED QUANTITY (APR 1984)

If the quantity of a unit-priced item in this contract is an estimated quantity and the actual quantity of the unit-priced item varies more than 15 percent above or below the estimated quantity, an equitable adjustment in the contract price shall be made upon demand of either party. The equitable adjustment shall be based upon any increase or decrease in costs due solely to the variation above 115 percent or below 85 percent of the estimated quantity. If the quantity variation is such as to cause an increase in the time necessary for completion, the Contractor may request, in writing, an extension of time, to be received by the Contracting Officer within 10 days from the beginning of the delay, or within such further period as may be granted by the Contracting Officer before the date of final settlement of the contract. Upon the receipt of a written request for an extension, the Contracting Officer shall ascertain the facts and make an adjustment for extending the completion date as, in the judgement of the Contracting Officer, is justified.

9. DFARS 252.247-7023, TRANSPORTATION OF SUPPLIES BY SEA. Within 30 days of each shipment, the Contractor is required to provide an electronic copy of the carrier’s bill of lading to the Contracting Officer and to MARAD via email at cargo.MARAD@dot.gov (attn.: MIL Team). In addition, the Contractor shall notify the Contracting Officer when oceanic shipments have been initiated within 3 working days of shipment.

C

A B

PAD FOOTING REINFORCEMENT

BRACING/COVER CONTROL

NOTE: BAR STAKES INTO SIDE OF

EXCAVATION ARE NOT TO BE USED AS

CORROSION TO MAIN REINFORCEMENT

WILL OCCUR

CL

COLUMN

SCALE 1:20

USE CONVENTIONAL CHAIRS ON

BLINDING LAYER OR ROCK

SUBSTRATE ONLY. USE CONCRETE

'ASPRO' CHAIRS ON ALL OTHER

SUBSTRATE. (DO NOT USE BRICK

OR BLOCK REMNANTS).

BRACE REINF. CAGE WITH 'WHEEL'

CHAIRS FITTED TO N12 HORIZ. BAR

TIES TO VERTICAL LEG OF REINF.

(OR USE CONVENTIONAL CHAIRS

TIED TO VERTICAL LEG OF REINF).

ELEVATION SECTION

TYPICAL PAD FOOTING DETAIL

R1

R2

N10 MASS CONCRETE

BLINDING LAYER 50mm MIN TO FOUND ON ? kPa

MASS CONCRETE FOOTING

AS REQUIRED SO THAT

LINE OF INFLUENCE IS

BELOW EXCAVATIONS

LINE OF INFLUENCE

COLUMN

CL

EXCAVATION OR

ADJACENT

FOOTING

COLUMN

CL

R3FINISHED

GROUND

LEVEL

LOCALLY COMPACT

FILL ADJACENT TO

FOOTING

60036503650BMB

100036503650SMB

130017001700MG

150021002100BS

SL92

R3

PAD FOOTING SCHEDULE

REINFORCEMENTDIMENSIONS

MARK

N20-150N20-150

100014001400MB

R2R1CBA

MB - Mast Base BS - Back stay MG - Mast Guy SMB - Short Mast Base BMB - Balun Mast Base DP1 - Dipole Anchor (LF) DP2 - Dipole Anchor

DP1

DP2

DP1

DP2

18.320.03

TYPICAL NOTES

ALL STEELWORK TO BE HOT DIP GALVANISED TO AS2312.2

REINFORCING TO GRADE DN500

EXPOSURE CLASSIFICATION A2 (NON AGGRESSIVE SOILS)

f'c = 32MPa, COVER = 50mm

CONCRETE REQUIREMENTS (AS 3600)

--86 116-86 -869 -69132

PAD FOOTING SCHEDULE

GEOTECHNICAL INFORMATIONDESIGN LOADS

MARK

--320

PHI=DEGREES

kN/CUBIC METRE

DELTA =P1PRETENSION=kNP=kN

MB

BS

MG

SMB

BMB

DRAWN

CHK'D

APPV'D

FINISH:

NAME DATE

MATERIAL:

TITLE:

DWG NO.

SHEET 2 OF 4

A3

C LENCOM ANTENNAS PTY. LTD.

TOLERANCES UNLESS SPECIFIED

2 PLACES DEC. 0.25

1 PLACE DEC. 0.5

0 PLACES 1

ANGULAR 1Á

Break All Sharp Edges Version Revision

WEIGHT:

CV 12/03/2019

.A

91-00611-00

TACMOR

FMS Curtain eyuasa Typewritten Text

AMENDMENT #0004

PAF 198127 TACMOR UTILITES AND INFRASTRUCTURE SUPPORT 1596606

SECTION 01 57 19

TEMPORARY ENVIRONMENTAL CONTROLS

11/15

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.

REPUBLIC OF PALAU (ROP) Regulation (www.palaugov.pw/eqpb)*

2401-01 Earthmoving Regulations

2401-11 Marine and Freshwater Quality Regulations

2401-13 Wastewater Treatment and Disposal Regulations

2401-31 Solid Waste Management Regulations

2401-33 Pesticide Regulations

2401-71 Air Pollution Control Regulations

2401-81 Ozone Layer Protection Regulations

*As may be amended; regulations on the ROP Environmental Quality Protection Board (EQPB) website may not be current. It is the Contractor's responsibility to obtain and comply with the most current regulations.

ROP National Code

Title 19 Cultural Resources

Title 24 Environmental Protection

U.S. DEPARTMENT OF DEFENSE (DOD)

DoDM 4715.05 Overseas Environmental Baseline Guidance Document (OEBGD), Volume 5 Waste, Section 5 Hazardous Waste and Appendix 5A Characteristics of Hazardous Wastes and Lists of Hazardous Wastes and Hazardous Substances (January 29, 2020 or most current revision)**

(https://www.esd.whs.mil/Portals/54/Documents/DD/issuances/dodm/471505_vol05.pdf?ver=2020-06-29-155017-350)

**Comply with the DoD Manual OEBGD, Volume 5, Section 5 and Appendix 5A (hereafter, DoDM 4715.05-V5, Sect.5 & Appx.5A) for hazardous materials and/or hazardous wastes that will be shipped out of the Republic of Palau (ROP) or evaluated for shipment or disposal outside the ROP.

SECTION 01 57 19 Page 1

AMENDMENT NO. 0004

11 April 2022

DoDI 4715.08 (2018) Remediation of Environmental Contamination Outside the United States

DoDI 4160.2M (2017) Defense Material Disposition Manual

DoDI 6050.05 (2006)DoD Hazard Communication Program

OTHER BACKGROUND DOCUMENTS

1. Argonne National Laboratory, Monitoring - Archaeological Monitoring, Ngaraard, Republic of Palau, Draft Monitoring Plan (March 2021)

2. Argonne National Laboratory, Monitoring - Archaeological Monitoring, Angaur, Republic of Palau, Draft Monitoring Plan (November 2019)

3. TACMOR Soil and Waste Management Evaluation, TACMOR Project, Babeldaob and Angaur Islands, Palau, Final (January 2021)

4. Environmental Baseline Survey Ngaraard and Angaur, Republic of Palau, Final (October 2018)

5. Supplemental Environmental Baseline Survey Ngaraard and Angaur, Republic of Palau, Final (March 2020)

6. Phase II Environmental Baseline Survey Ngaraard and Angaur, Republic of Palau, Final (March 2020)

7. Megapode Nest Location Map

8. Natural and Cultural Resource Investigations to Support Construction of Air Domain Awareness Radar Facilities in the Republic of Palau, Natural Resource Surveys, Final Survey Report (June 2020)

9. Letter Report: Cultural and Natural Resource Assessment of Proposed Soil Disposal Areas 1 and 2 for the Tactical Multi-Mission Over-the-Horizon Radar Facilities in Chol, Ngaraard, Republic of Palau (20 November 2020)

10. Memorandum of Understanding between Ngaraard State Governor Benjamin Iskawa and the Ngaraard State Public Land Authority (March 2020)

11. Tx Cultural Resources Sensitivity Area Map

12. Biomass Management Report (August 2020)

13. Stormwater Protection Report (September 2020)

14. Volume I Palau Stormwater Management Manual, Final (May 2010)

15. Volume II Palau Stormwater Management Manual, Final (May 2010)

16. Palau Erosion and Sediment Control Field Guide (2010)

17. Letter Report Cultural and Natural Resource Assessment Proposed Fence Line Construction, Ngaraard, Palau (Tx Site) (September 2020)

18. Coconut Rhinoceros Beetle (CRB)Brochure, American Samoa Community College Community & Natural Resources Cooperative Research & Extension (2005)

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19. Coconut Rhinoceros Beetle (CRB) and Little Fire Ant (LFA) Management Procedures, Ver3. (Revised 27 January 2020)

20. Memorandum of Agreement Between the Office of the Vice President of the Republic of Palau Represented by the Vice President Raynold B. Oilouch (Applicant) and Bureau of Cultural and Historical Preservation/Palau Historic Preservation Office (BCHP) Regarding Boring Holes Testing for U.S. Department of Defense Project at Ngerbelau Region, Angaur State, Republic of Palau, signed 12 February 2018

21. Memorandum of Agreement Between the Office of the Vice President of the Republic of Palau Represented by the Vice President Raynold B. Oilouch (Applicant) and Bureau of Cultural and Historical Preservation/Palau Historic Preservation Office (BCHP) Regarding the Test Pits Excavation for U.S. Department of Defense Project at Chol Area, Ngaraard State, Republic of Palau, signed 12 February 2018

22. Addendum to the MOA Between the Ministry of Public Infrastructure and Industries and BCHP Regarding Construction of the TACMOR Facilities in ROP, signed 11 November 2021

23. Application for Historic Clearance, signed by the Ministry of Public Infrastructure & Industry on 09 November 2021

ASTM INTERNATIONAL (ASTM)

E2590-15 Standard Guide for Conducting Hazard Analysis-Critical Control Point (HACCP) Evaluations

1.2 ROP NATIONAL CODE AND ADDITIONAL REQUIREMENTS

1.2.1 ROP National Code and Permit Requirements

Comply with all applicable ROP laws, regulations, standards, and permits.

The applicable ROP regulations include but are not limited to ROP Ch.

2401-01 , ROP Ch. 2401-11 , ROP Ch. 2401-13 , ROP Ch. 2401-31 , ROP Ch. 2401-33 , ROP Ch. 2401-71 , and 2401-81 .

Comply with all conditions of any permit applicable to the project regardless of whether the permit is issued directly to the Contractor and regardless of whether the Contractor is named in the permit.

Where these specifications call for submittal of a permit application to the Contracting Officer, no action requiring the applicable permit may be taken until after approval by the Contracting Officer. Upon approval by the Contracting Officer, submit permit applications to the ROP Ministry of Public Infrastructure and Industry (MPII) for its review and submittal to appropriate agency.

Submit permit applications to Contracting Officer at least 120 days prior to anticipated need for permits and allow at least 30 days for U.S.

Government review. The Government shall not be responsible for any delay in ROP permit issuance after permit submittal and the Contractor shall bear any costs of such delay.

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1.2.2 U.S. DoD and International Requirements

Comply with the DoDM 4715.05 -V5, Sect.5 & Appx.5A, and all applicable international requirements for managing, transporting, disposing of hazardous materials and hazardous materials that will be shipped into or out of the ROP. In addition, comply with applicable provisions of the DoD Instructions (DoDI) as follows:

- DoDI 4160.2M : Defense Material Disposition Manual

- DoDI 6050.05 DoD Hazard Communication (HAZCOM) Program: Hazardous material handling and labeling

- DoDI 4715.08 Remediation of Environmental Contamination outside the United States: Site contamination within the project sites will be handled under a separate contract by others. In addition to compliance with ROP requirements, ensure that any inadvertently enountered additional existing contamination is addressed to prevent substantial impact to human health and safety.

1.2.3 Cultural and Natural Resource Monitoring

The U.S. Government will retain a biologist(s) and an archaeologist(s) for the project. Comply with all requirements to protect natural and cultural resources specified in this section and other background documents.

1.3 DEFINITIONS

1.3.1 Ozone Depleting Substance (ODS)

Ozone depleting controlled substances are defined under ROP Ozone Layer Protection Regulations, Chapter 2401-81 . The appendix contains a list of ozone depleting controlled substances in the ROP.

1.3.2 Contractor Generated Hazardous Waste

Contractor generated hazardous waste is materials that, if abandoned or disposed of, meets the definition of a hazardous waste. These waste streams would typically consist of material brought on site by the Contractor to execute work, but are not fully consumed during the course of construction. Examples include, but are not limited to, excess paint thinners (i.e. methyl ethyl ketone, toluene), waste thinners, excess paints, excess solvents, waste solvents, excess pesticides, and contaminated pesticide equipment rinse water.

1.3.3 Environmental Damage

Environmental damage is the presence of chemical, physical, or biological elements or agents which adversely affect human health or welfare;

unfavorably alter ecological balances of importance to human life; affect other species of importance to humankind; or degrade the environment aesthetically, culturally, or historically.

1.3.4 Environmental Protection

Environmental protection is the prevention/control of pollution and habitat disruption that may occur to the environment during construction.

The control of environmental damage requires consideration of land, water, and air; biological and cultural resources; and includes management of

SECTION 01 57 19 Page 4 visual aesthetics; noise; solid, chemical, gaseous, and liquid waste;

radiant energy and radioactive material as well as other contaminants.

1.3.5 Hazardous Debris

Debris that contains listed hazardous waste (either on the debris surface, or in its interstices, such as pore structure) as defined by ROP law, regulation, or permit conditions. Additionally, hazardous debris shall be defined using the standards identified in DoDM 4715.05-V5, Sect.5, Appx.5A for materials/wastes to be shipped out of the ROP, or evaluated for shipment or disposal outside the ROP.

1.3.6 Hazardous Materials

Any material that is regulated as a hazardous material; or requires a Safety Data Sheet (SDS); or during end use, treatment, handling, packaging, storage, transportation, or disposal meets or has components that meet or have potential to meet the definition of a hazardous waste as defined by Palauan law, regulation, or permit conditions. Designation of a material by this definition, when separately regulated or controlled by other sections or directives, does not eliminate the need for adherence to that hazard-specific guidance which takes precedence over this section for "control" purposes. Such material includes those materials that cause physical, health, asphyxiant, combustible dust, or phyrophoric gas hazards, or are regulated as hazardous under the ROP regulations or DoDM 4715.05-V5, Sect.5 & Appx.5A.

1.3.7 Hazardous Waste

Hazardous waste is any material that meets the definition of a hazardous waste as defined by ROP law, regulation, or permit conditions. Wastes classified and listed as Persistent Organic Pollutants (PoPs) under the Stockholm Convention are considered hazardous wastes. Additionally, for materials to be shipped out of the ROP, or evaluated for shipment or disposal outside the ROP, hazardous waste shall be defined using the standards identified in DODM 4715.05-V5, Sect.5 & Appx.5A.

1.3.8 Land Application

Land application means spreading or spraying discharge water at a rate that allows the water to percolate into the soil. No sheeting action, soil erosion, discharge into storm sewers, discharge into defined drainage areas, or discharge into the "Waters of Palau" must occur. Comply with ROP laws and regulations.

1.3.9 Oily Waste

Oily wastes are those materials that are, or were, mixed with Petroleum, Oils, and Lubricants (POLs) and have become separated from those POLs.

Oily waste also means materials, including wastewaters, centrifuge solids, filter residues or sludges, bottom sediments, tank bottoms, and sorbents which have come into contact with and have been contaminated by, POLs and may be appropriately tested and discarded in a manner which is in compliance with ROP law, regulation, or permit conditions.

This definition includes materials such as oily rags, "kitty litter" sorbent clay and organic sorbent material. These materials may be land filled provided that: the amount generated is "de minimus" (a small amount); it is the result of minor leaks or spills resulting from normal

SECTION 01 57 19 Page 5 process operations; and free-flowing oil has been removed to the practicable extent possible, and does not contain listed hazardous wastes as defined in the Palauan law, regulation, or permit condition. Large quantities of this material, generated as a result of a major spill or in lieu of proper maintenance of the processing equipment, are a solid waste.

As a solid waste, perform a hazardous waste determination prior to disposal.

1.3.10 Regulated Waste

Regulated waste are solid wastes that have specific ROP required controls for handling, storage, or disposal and in addition, for wastes to be shipped out of the ROP, or evaluated for shipment or disposal outside the ROP, are solid wastes that are specified in DoDM 4715.05-V5, Sect.5 & Appx.5A required controls for handling, storage, or disposal.

1.3.11 Sediment

Sediment is soil and other debris that have eroded and have been transported by runoff water or wind.

1.3.12 Solid Waste

Solid waste is a solid, liquid, semi-solid or contained gaseous waste. A solid waste can be a hazardous waste, non-hazardous waste, or non-regulated waste. Types of solid waste typically generated at construction sites may include: solid waste as defined in ROP Solid Waste Regulations, Chapter 2401-31-03, construction and demolition debris, hazardous waste, or other such wastes as defined elsewhere in Section 1.3 of this specification.

1.3.12.1 Debris

Debris is non-hazardous solid material generated during the construction, demolition, or renovation of a structure that exceeds 60mm particle size that is: a manufactured object; plant or animal matter; or natural geologic material (for example, cobbles and boulders), broken or removed concrete, masonry, and rock asphalt paving; ceramics; roofing paper and shingles. Inert materials may be reinforced with or contain ferrous wire, rods, accessories and weldments. A mixture of debris and other material such as soil or sludge is also subject to regulation as debris if the mixture is comprised primarily of debris by volume, based on visual inspection.

1.3.12.2 Green Waste

Green waste is the vegetative matter from landscaping, land clearing and grubbing, including, but not limited to, grass, bushes, scrubs, small trees and saplings, tree stumps and plant roots. Marketable trees, grasses and plants that are indicated to remain, be re-located, or be re-used are not included. A Biomass Management Plan including a plan for green and brown waste management and disposal must be prepared in accordance with Section 3.11. The Biomass Management Report may be referenced for estimated quantities.

1.3.12.3 Material not Regulated as Solid Waste

Material not regulated as solid waste is suspended or dissolved materials in domestic sewage effluent or irrigation return flows, or other regulated

SECTION 01 57 19 Page 6 point source discharges; regulated air emissions; and fluids or wastes associated with natural gas or crude oil exploration or production.

1.3.12.4 Non-Hazardous Waste

Non-hazardous waste is waste that is excluded from, or does not meet, hazardous waste criteria.

1.3.12.5 Recyclables

Recyclables are materials, equipment and assemblies such as doors, windows, door and window frames, plumbing fixtures, glazing and mirrors that are recovered and sold as recyclable, wiring, insulated/non-insulated copper wire cable, wire rope, and structural components. It also includes commercial-grade refrigeration equipment with Freon removed, household appliances where the basic material content is metal, clean polyethylene terephthalate bottles, cooking oil, used fuel oil, textiles, high-grade paper products and corrugated cardboard, stackable pallets in good condition, clean crating material, and clean rubber/vehicle tires. Metal meeting the definition of lead contaminated or lead-based paint (LBP) contaminated may not be included as recyclable if sold to a scrap metal company. Paint cans may be included as recyclable if sold to a scrap metal company.

1.3.12.6 Surplus Soil

Surplus soil is existing soil that is in excess of what is required for this work, including aggregates intended, but not used, for on-site mixing of concrete, mortars, and paving. Contaminated soil meeting the definition of hazardous material or hazardous waste is not included and must be managed in accordance with paragraph HAZARDOUS MATERIAL MANAGEMENT, and paragraph 3.7.3 CONTROL AND MANAGEMENT OF HAZARDOUS WASTE, as appropriate.

1.3.12.7 Scrap Metal

This includes scrap and excess ferrous and non-ferrous metals such as reinforcing steel, structural shapes, pipe, wire, and remnant mining equipment, aircraft, vehicles, and miscellaneous metals that are recovered or collected and disposed of as scrap.

Scrap metal meeting the definition of hazardous material or hazardous waste or munitions and explosives of concern (MEC) are not included.

1.3.12.8 Wood

Wood is dimension and non-dimension lumber, plywood, chipboard, hardboard.

Treated or painted wood that meets the definition of lead contaminated or LBP contaminated is not included. Treated wood includes, but is not limited to, lumber, utility poles, crossties, and other wood products with chemical treatment.

1.3.13 Surface Discharge

Surface discharge means discharge of water into drainage ditches, storm sewers, creeks or "Waters of Palau." Surface discharges are discrete, identifiable sources and require a permit from the governing agency.

Comply with ROP laws and regulations.

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1.3.14 Wastewater

Wastewater is the used water and solids from a community that flow to a treatment plant.

1.3.14.1 Stormwater

Stormwater is any precipitation in an urban or suburban area that does not evaporate or soak into the ground, but instead collects and flows into storm drains, rivers, and streams.

1.3.15 Waters of Palau

Waters of Palau means Palauan jurisdictional waters, including wetlands, that are subject to ROP Marine and Fresh Water Quality regulation 2401-11 .

1.3.16 Wetlands

Wetlands are those areas that are inundated or saturated by surface or groundwater at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions.

1.4 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following:

SD-01 Preconstruction Submittals

Preconstruction Survey; G

Solid Waste Management Permit; G

Solid Waste Management Plan (IAW ROP Reg. 2401-31-12); G

Hazardous Waste Management Plan (IAW ROP Reg. 2401-31-27); G

Regulatory Notifications; G

Environmental Protection Plan; G

Stormwater Pollution Prevention Plan (SWPPP); G

Employee Training Records; G

Environmental Manager Qualifications; G

Erosion and Sedimentation Control Plan; G

Earthmoving Permit Application; G

Biomass Management Plan; G

Hazard Analysis and Critical Control Point Plan; G

Supporting Documentation for HACCP Plan; G

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Wastewater Disposal System Permit Application; G

Spill Prevention Control and Countermeasures (SPCC) Plan; G

Pest Management Plan; G

Site Specific Best Management Practices Plan; G

Pesticide Import Permit Application; G

Ozone Depleting Substances (ODS) Import Permit; G

Application for Quarantine Import Permit; G

ODS Storage and Use Permit Application; G

Point-Source Discharge Permit Application; G

SD-06 Test Reports

Laboratory Analysis

Monthly Solid Waste Disposal Report; G

Erosion and Sediment Control Inspection Reports; G

BMP Daily Inspection Reports; G

Field Equipment Validation; G

SD-07 Certificates

Employee Training Records; G

Erosion and Sediment Control Inspector Qualifications

SD-11 Closeout Submittals

Waste Determination Documentation; G

Disposal Documentation for Hazardous and Regulated Waste; G

Assembled Employee Training Records; G

Sales Documentation; G

Contractor Hazardous Material Inventory Log; G

Project Solid Waste Management & Disposal Documentation; G

Hazardous Waste/Debris Management Report; G

1.5 ENVIRONMENTAL PROTECTION REQUIREMENTS

Provide all necessary plans and implement/maintain the plans during the life of the contract to protect the environment as defined in the plans.

Provide environmental protective measures to control pollution that develops during the construction project. Provide environmental protective

SECTION 01 57 19 Page 9 measures required to correct conditions that develop during the construction of permanent or temporary environmental features associated with the project. Protect the environmental resources within the project boundaries and those affected outside the limits of permanent work.

Special precautions are required at areas identified as avoidance, High and Moderate Sensitivity areas, as shown on the Tx Cultural Resources Sensitivity Area Map (Other Background Document No. 11). Comply with ROP regulations, standards, and permit conditions pertaining to the environment, including water, air, solid waste, hazardous materials, hazardous substances, hazardous waste, petroleum, oils, and lubricants, oily waste, etc.

Protect cultural resources in accordance with the archaeological monitoring provisions identified in:

(A) Memorandum of Agreement Between the Office of the Vice President of the Republic of Palau Represented by the Vice President Raynold B. Oilouch (Applicant) and Bureau of Cultural and Historical Preservation/Palau Historic Preservation Office (BCHP) Regarding Boring Holes Testing for U.S. Department of Defense Project at Ngerbelau Region, Angaur State, Republic of Palau, signed 12 February 2018 (Other Background Document No.

20)

(B) Memorandum of Agreement Between the Office of the Vice President of the Republic of Palau Represented by the Vice President Raynold B. Oilouch (Applicant) and Bureau of Cultural and Historical Preservation/Palau Historic Preservation Office (BCHP) Regarding the Test Pits Excavation for U.S. Department of Defense Project at Chol Area, Ngaraard State, Republic of Palau, signed 12 February 2018 (Other Background Document No. 21)

(C) Addendum to the Memorandum of Agreement (MOA) Between the Ministry of Public Infrastructure and Industries and BCHP Regarding Construction of the TACMOR Facilities in ROP(Other Background Document No.22)

(D) Final Archaeological Monitoring Plans (draft versions, Other Background Documents No. 1 and 2).

1.5.1 Laboratory Tests

Comply with applicable environmental laws for tests and procedures to evaluate site contamination or waste characterization/management.

Sample analytical work must be performed by qualified laboratories. The laboratories must be certified by the ROP or U.S. Government Agencies in accordance with applicable laws or regulations. Submit the qualifications/certifications of all analytical laboratories to the Contracting Officer for review and approval prior to sending samples for analysis.

A waiver of any requirement for use of a certified laboratory or specified test method may be requested from the Contracting Officer where use of a certified laboratory or specified method is not practicable due to transportation logistics and where use of an uncertified laboratory or specified test method will not violate ROP laws, regulations, standards, or permit conditions. The request for waiver shall include rationales for the use of a specific uncertified laboratory or alternative test method that is reasonably reliable, along with an explanation of why use of a certified laboratory or specific test method is not practicable and will

SECTION 01 57 19 Page 10 not violate ROP law, regulations, standards, or permit conditions.

A request for a waiver of use of a certified laboratory or specified test method will not be granted based only on expense of sample transport via commercial carrier and expedited testing, but may be granted where transport by regularly scheduled commercial carrier within maximum holding times is not practicable and where alternative laboratories or methods are reasonably reliable. Submit a request for waiver, in writing, to the Contracting Officer at least 14 days prior to anticipated shipping of any samples.

1.5.2 Tx Site - Surplus Soil Disposal Site

Surplus soil will be generated from the Tx Site. Secure a soil disposal site(s) for surplus soil. Dispose of surplus soil in accordance with applicable ROP laws, regulations, and permit conditions. If the disposal site needs improvement to meet the ROP laws, regulations, and permit conditions, provide all necessary improvements in accordance with Paragraph

1.7.2. The soil disposal site should be considered as a part Tx Site and included in the required permit/approval applications for the Tx Site.

The proposed Soil Disposal Areas 1 (SD-1) and 2(SD-2) were evaluated during the project design phase. Refer to other Background Document No. 9, "Letter Report: Cultural and Natural Resource Assessment of Proposed Soil Disposal Areas 1 and 2".