20210407_Pier1902Repair_Final_Specifications.pdf

WORK ORDER NO.

At the

PREPARED BY:

Architectural:

Civil:

Plumbing:

Electrical:

Structural:

APPROVED BY:

Specifications:

For Commander, NAVFAC:

Date:

Submitted By: Date:

UNCLASSIFIED/FOR OFFICIAL USE ONLY

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PIER 1902 REPAIR

SPECIFICATIONS

FINAL SUBMITTAL

Naval Facilities Engineering Systems Command Southeast Jacksonville, FL eProject #: 1600043

1 April 2021

Prepared by:

Moffatt & Nichol Tampa, Florida

Prepared for:

Burns & McDonnell Engineering Company, Inc.

Chesapeake, Virginia

PIER 1902 REPAIR Work Order No 1600043 AUTEC Andros Island, Bahamas Final Submittal

SIGNATURES Page 1

Name: Gary Smith, PE Discipline: Structural

Name: Derek Sears, PE Discipline: Electrical

Telecommunications

Name: Ari Konyalian, PE Discipline: Plumbing

Fire Protection

Name: Kristin Ade, PE Discipline: Cathodic Protection

Marine Concrete

PROJECT TABLE OF CONTENTS

DI VI SI ON 00 - PROCUREMENT AND CONTRACTI NG REQUI REMENTS

00 00 00 APPENDICES TO THE SPECIFICATIONS

00 01 15 02/11 LIST OF DRAWINGS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00.00 25 06/20 SUMMARY OF WORK

01 14 00.00 25 12/20 WORK RESTRICTIONS

01 20 00.00 25 12/20 PRICE AND PAYMENT PROCEDURES

01 30 00.00 25 12/20 ADMINISTRATIVE REQUIREMENTS

01 31 23.13 25 09/20 ELECTRONIC CONSTRUCTION AND FACILITY

SUPPORT CONTRACT MANAGEMENT SYSTEM

01 32 17.00 25 12/20 COST-LOADED NETWORK ANALYSIS SCHEDULES

(NAS)

01 33 00 12/20 SUBMITTAL PROCEDURES

01 35 13.00 25 12/20 SPECIAL PROJECT PROCEDURES

01 35 26.00 25 12/20 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 25 12/20 QUALITY CONTROL

01 45 35.00 25 12/20 SPECIAL INSPECTIONS

01 50 00.00 25 12/20 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19.00 25 12/20 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00.00 25 12/20 PROJECT IDENTIFICATION

01 74 19.00 25 12/20 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

01 78 00.00 25 09/20 CLOSEOUT SUBMITTALS

01 78 23.00 25 12/20 OPERATION AND MAINTENANCE DATA

01 78 24.00 25 12/20 FACILITY ELECTRONIC OPERATION AND

MAINTENANCE SUPPORT INFORMATION (eOMSI)

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 41 00 05/10 DEMOLITION AND DECONSTRUCTION

DI VI SI ON 03 - CONCRETE

03 31 30 02/19 MARINE CONCRETE

DI VI SI ON 05 - METALS

05 50 13 05/17 MISCELLANEOUS METAL FABRICATIONS

DI VI SI ON 09 - FI NI SHES

09 97 13.26 04/06 COATING OF STEEL WATERFRONT STRUCTURES

DI VI SI ON 21 - FI RE SUPPRESSI ON

21 12 00 05/11 STANDPIPE SYSTEMS

DI VI SI ON 22 - PLUMBI NG

22 00 00 11/15 PLUMBING, GENERAL PURPOSE

DI VI SI ON 26 - ELECTRI CAL

PROJECT TABLE OF CONTENTS Page 1

26 08 00 08/08 APPARATUS INSPECTION AND TESTING

26 20 00 08/19 ELECTRICAL DISTRIBUTION SYSTEM

26 42 13.00 20 04/06 CATHODIC PROTECTION BY GALVANIC ANODES

26 56 00 05/20 EXTERIOR LIGHTING

DI VI SI ON 27 - COMMUNI CATI ONS

27 10 00 08/11 BUILDING TELECOMMUNICATIONS CABLING

SYSTEM

DI VI SI ON 31 - EARTHWORK

31 23 00.00 20 02/11 EXCAVATION AND FILL

31 41 16 11/20 METAL SHEET PILING, KING PILES, AND

PIPE PILES

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 17 23 08/16 PAVEMENT MARKINGS

DI VI SI ON 33 - UTI LI TI ES

33 11 00 02/18 WATER UTILITY DISTRIBUTION PIPING

33 71 02 02/15 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 04/06 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DI VI SI ON 35 - WATERWAY AND MARI NE CONSTRUCTI ON

35 59 13.16 05/11 MARINE FENDERS

35 59 20 06/19 HDPE PIPE PILE SLEEVES

35 59 35 MOORING FITTINGS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

APPENDI CES TO THE SPECI FI CATI ONS

APPENDICES

APPENDIX A FINAL GEOTECHNICAL ENGINEERING REPORT

Pier 1902 Repair by Schnabel Engineering Dated February 15, 2021

APPENDIX B REFERENCE DRAWINGS

1. 1963 PROJECT AUTEC PHASE I AND II MAIN BASE-HARBOR

FACILITIES SITE I (6 SHEETS)

2. 1982 NUSC AUTEC PIER REPAIR (19 SHEETS)

3. 2005 PIER ELECTRICAL SYSTEM REPAIR (23 SHEETS)

3. 2015 PIER 1902 REPAIRS AUTEC SITE I (56 SHEETS)

4. 2017 MARINE FUEL FACILITIES REHABILITATION, NEW

BULKHEAD AT FACILITY 1910 - AUTEC (14 SHEETS)

DOCUMENT 00 00 00 Page 1

DOCUMENT 00 00 00 Page 2

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

DRAWING

NO.

INDEX

NO.

NAVFAC DWG

NO.

TITLE

G-001 1 15159216 COVER SHEET

G-002 2 15159217 DRAWING INDEX & ABBREVIATIONS

G-003 3 15159218 GENERAL NOTES

G-101 4 15159219 AUTEC BASE MAP

G-102 5 15159220 SITE PHASING PLAN

G-103 6 15159221 GENERAL ARRANGEMENT PLAN

G-301 7 15159222 CONSTRUCTION SEQUENCE

V-101 8 15159223 EXISTING CONDITIONS KEY PLAN

V-102 9 15159224 EXISTING CONDITIONS TOPOGRAPHIC SURVEY

V-103 10 15159225 EXISTING CONDITIONS BATHYMETRIC SURVEY

B-101 11 15159226 BORING PLAN

B-601 12 15159227 BORING LOGS (1 OF 6)

B-602 13 15159228 BORING LOGS (2 OF 6)

B-603 14 15159229 BORING LOGS (3 OF 6)

B-604 15 15159230 BORING LOGS (4 OF 6)

B-605 16 15159231 BORING LOGS (5 OF 6)

B-606 17 15159232 BORING LOGS (6 OF 6)

DOCUMENT 00 01 15 Page 1

DRAWING

NO.

INDEX

NO.

NAVFAC DWG

NO.

TITLE

S-001 18 15159233 STRUCTURAL NOTES

S-002 19 15159234 STANDARD DETAILS

SD101 20 15159235 STRUCTURAL DEMOLITION KEY PLAN

SD111 21 15159236 DEMOLITION PLAN - SUPERSTRUCTURE (1 OF 3)

SD112 22 15159237 DEMOLITION PLAN - SUPERSTRUCTURE (2 OF 3)

SD113 23 15159238 DEMOLITION PLAN - SUPERSTRUCTURE (3 OF 3)

SD121 24 15159239 DEMOLITION PLAN - SUBSTRUCTURE (1 OF 3)

SD122 25 15159240 DEMOLITION PLAN - SUBSTRUCTURE (2 OF 3)

SD123 26 15159241 DEMOLITION PLAN - SUBSTRUCTURE (3 OF 3)

SD301 27 15159242 DEMOLITION - EXISTING SECTION AND DETAILS (1 OF 3)

SD302 28 15159243 DEMOLITION - EXISTING SECTION AND DETAILS (2 OF 3)

SD303 29 15159244 DEMOLITION - EXISTING SECTION AND DETAILS (3 OF 3)

S-101 30 15159245 STRUCTURAL KEY PLAN

S-111 31 15159246 STRUCTURAL PILE PLAN (1 OF 3)

S-112 32 15159247 STRUCTURAL PILE PLAN (2 OF 3)

S-113 33 15159248 STRUCTURAL PILE PLAN (3 OF 3)

S-121 34 15159249 STRUCTURAL DECK PLAN (1 OF 3)

S-122 35 15159250 STRUCTURAL DECK PLAN (2 OF 3)

S-123 36 15159251 STRUCTURAL DECK PLAN (3 OF 3)

S-131 37 15159252 STRUCTURAL GRADING PLANS (1 OF 3)

S-132 38 15159253 STRUCTURAL GRADING PLANS (2 OF 3)

S-133 39 15159254 STRUCTURAL GRADING PLANS (3 OF 3)

S-301 40 15159255 TYPICAL PIER SECTION

S-302 41 15159256 END PIER SECTION

S-401 42 15159257 EAST CORNER ENLARGED PLANS

S-402 43 15159258 WEST CORNER ENLARGED PLANS

DOCUMENT 00 01 15 Page 2

DRAWING

NO.

INDEX

NO.

NAVFAC DWG

NO.

TITLE

S-501 44 15159259 BULKHEAD SECTIONS

S-502 45 15159260 BULKHEAD DETAILS

S-503 46 15159261 TIE ROD CONNECTION DETAILS

S-504 47 15159262 MOORING HARDWARE DETAILS

S-505 48 15159263 MOORING DOLPHIN DETAILS (1 OF 2)

S-506 49 15159264 MOORING DOLPHIN DETAILS (2 OF 2)

S-507 50 15159265 FOAM FILLED FENDER DETAILS

S-508 51 15159266 RETURN WALL SECTION

S-510 52 15159267 CONCRETE DECK DETAILS (1 OF 2)

S-511 53 15159268 CONCRETE DECK DETAILS (2 OF 2)

S-512 54 15159269 POLE AND FOUNDATION DETAILS

S-513 55 15159270 UTILITY IGLOO DETAILS

S-514 56 15159271 MISCELLANEOUS DETAILS

S-515 57 15159272 LADDER DETAILS

S-516 58 15159273 DECK STRIPING PLAN

S-530 59 15159274 TEMPORARY BERTH PLAN

S-531 60 15159275 TEMPORARY BERTH DETAILS (1 OF 5)

S-532 61 15159276 TEMPORARY BERTH DETAILS (2 OF 5)

S-533 62 15159277 TEMPORARY BERTH DETAILS (3 OF 5)

S-534 63 15159278 TEMPORARY BERTH DETAILS (4 OF 5)

S-535 64 15159279 TEMPORARY BERTH DETAILS (5 OF 5)

F-001 65 15159280 FIRE PROTECTION NOTES & LEGEND

F-101 66 15159281 FIRE PROTECTION SITE PLAN

F-111 67 15159282 FIRE PROTECTION SITE PLAN (1 OF 3)

F-112 68 15159283 FIRE PROTECTION SITE PLAN (2 OF 3)

F-113 69 15159284 FIRE PROTECTION SITE PLAN (3 OF 3)

DOCUMENT 00 01 15 Page 3

DRAWING

NO.

INDEX

NO.

NAVFAC DWG

NO.

TITLE

F-301 70 15159285 FIRE PROTECTION PIER SECTION

F-501 71 15159286 FIRE PROTECTION DETAILS (1 OF 2)

F-502 72 15159287 FIRE PROTECTION DETAILS (2 OF 2)

P-001 73 15159288 PLUMBING NOTES & LEGEND

PD101 74 15159289 PLUMBING DEMOLITION PLAN

P-101 75 15159290 PLUMBING SITE PLAN

P-111 76 15159291 PLUMBING SITE PLAN (1 OF 3)

P-112 77 15159292 PLUMBING SITE PLAN (2 OF 3)

P-113 78 15159293 PLUMBING SITE PLAN (3 OF 3)

P-301 79 15159294 PLUMBING PIER SECTION

P-501 80 15159295 PLUMBING DETAILS (1 OF 2)

P-502 81 15159296 PLUMBING DETAILS (2 OF 2)

E-001 82 15159297 ELECTRICAL NOTES

ED101 83 15159298 ELECTRICAL DEMOLITION KEY PLAN

ED111 84 15159299 ELECTRICAL DEMOLITION PLAN (1 OF 3)

ED112 85 15159300 ELECTRICAL DEMOLITION PLAN (2 OF 3)

ED113 86 15159301 ELECTRICAL DEMOLITION PLAN (3 OF 3)

ED501 87 15159302 ELECTRICAL DEMOLITION DETAILS

ED601 88 15159303 ELECTRICAL DEMOLITION SINGLE LINE DIAGRAM

ED701 89 15159304 ELECTRICAL DEMOLITION SCHEDULES

ED801 90 15159305 COMMUNICATIONS DEMOLITION RISER DIAGRAM

E-101 91 15159306 ELECTRICAL KEY PLAN

ES101 92 15159307 ELECTRICAL SITE POWER PLAN (1 OF 3)

ES102 93 15159308 ELECTRICAL SITE POWER PLAN (2 OF 3)

ES103 94 15159309 ELECTRICAL SITE POWER PLAN (3 OF 3)

EG101 95 15159310 ELECTRICAL GROUNDING PLAN (1 OF 3)

DOCUMENT 00 01 15 Page 4

DRAWING

NO.

INDEX

NO.

NAVFAC DWG

NO.

TITLE

EG102 96 15159311 ELECTRICAL GROUNDING PLAN (2 OF 3)

EG103 97 15159312 ELECTRICAL GROUNDING PLAN (3 OF 3)

ET101 98 15159313 ELECTRICAL TELECOMMUNICATIONS PLAN (1 OF 3)

ET102 99 15159314 ELECTRICAL TELECOMMUNICATIONS PLAN (2 OF 3)

ET103 100 15159315 ELECTRICAL TELECOMMUNICATIONS PLAN (3 OF 3)

E-301 101 15159316 TYPICAL PIER SECTION

E-401 102 15159317 ENLARGED ELECTRICAL PLAN

E-501 103 15159318 DUCT BANK DETAILS

E-502 104 15159319 PANELBOARD DETAILS

E-503 105 15159320 LIGHTING DETAILS

E-504 106 15159321 LIGHTING CONTROL DIAGRAM AND FLAG POLE DETAILS

E-505 107 15159322 IGLOO DETAILS

E-506 108 15159323 GROUNDING DETAILS

E-507 109 15159324 TELECOMMUNICATIONS DETAILS

E-601 110 15159325 ELECTRICAL SINGLE LINE DIAGRAMS

E-602 111 15159326 GROUNDING DIAGRAM

E-701 112 15159327 PANEL SCHEDULES

E-702 113 15159328 CABLE AND CONDUIT SCHEDULES

E-801 114 15159329 COMMUNICATIONS RISER DIAGRAM

CP301 115 15159330 CATHODIC PROTECTION LAYOUT

CP302 116 15159331 WHARF SHEET PILE CATHODIC PROTECTION SECTIONS AND

DETAILS

CP303 117 15159332 DOLPHIN PILE CATHODIC PROTECTION SECTIONS

1.3 SUPPLEMENTARY DRAWINGS

These supplementary drawings may not be a part of the contract but are included with the drawings for information.

1.3.1 Reference Drawings

The following reference drawing are intended only to show the original

DOCUMENT 00 01 15 Page 5 construction. Drawing are the property of the Government and shall not be used for any purpose other than that intended by the contract. The drawing full size. Full-size drawings are available at the bidder's or Contractor's expense. Information on procuring these full-size drawings may be obtained from the Contracting Officer.

NAVFAC DWG

NO.

TITLE

1963 AUTEC PIER HARBOR FACILITIES

975734 CIVIL PIER LOCATION PLAN

975735 CIVIL PIER PLAN

975736 CIVIL PIER FRAMING PLAN AND SECTIONS

975737 CIVIL PIER DETAILS

975738 CIVIL PIER DETAILS

975739 CIVIL PIER BULKHEAD PLAN & DETAILS

1982 PIER REPAIR

5099652 TITLES, ABBREVIATIONS, INDEX OF DRAWINGS

5099653 LOCATION MAP

5099654 AERIAL PHOTOGRAPH

5099655 DEMOLITION PLAN

5099656 DEMOLITION DETAILS

5099657 PIER PILE AND CAP PLAN

5099658 DECK PLAN

5099659 SECTIONS AND DETAILS

5099660 PRECAST DECK PLANKS

5135711 SECTIONS AND DETAILS

5099662 BORING LOG AND PILE INFORMATION

5099663 CRACK SCHEDULE

5099664 QUAY WALL ENCASEMENT, DREDGING PLAN

5099665 CONTRACTOR HOUSE SITE PLAN

DOCUMENT 00 01 15 Page 6

NAVFAC DWG

NO.

TITLE

5099666 CONTRACTOR OFFICE SITE PLAN

5099667 PIPING PLAN

5099668 NOT USED

5099669 ELECTRICAL SITE PLAN AND DETAILS

5099670 ELECTRICAL - TEMPORARY LODGING

5099671 CATHODIC PROTECTION

PIER ELECTRICAL SYSTEM REPAIR PROJECT R210-03

T1 COVER SHEET AND DRAWING INDEX

S1 NOTES AND ABBREVIATIONS

S2 PIER PLAN

S3 TYPICAL NEW CONCRETE BUNKER FOR POWER OUTLET STATION

E1 PARTIAL ELECTRICAL SITE PLAN AND NOTES

E2 DETAILS

E3 DETAILS

E4 DETAILS

E5 DETAILS

E6 DETAILS

E7 DIAGRAMS AND PANELBOARD SCHEDULES

E8 DETAILS

E9 SPECIFICATION SHEET

-- End of Document --

DOCUMENT 00 01 15 Page 7

DOCUMENT 00 01 15 Page 8

SECTION 01 11 00.00 25

SUMMARY OF WORK

06/20

NAVFAC SE VERSION

PART 1 GENERAL

1.1 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 in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Salvage Plan

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 CLIN 0001 Permanent Pier Demo and Repair

The work includes repair of Pier 1902 by constructing a closed-pier mole-type structure with a steel H-pile combination wall aligned at the existing pier's perimeter that will retain compacted structural fill. The existing pier superstructure will be demolished and removed and the existing steel piles will be cutoff and incorporated in the repaired pier.

The construction will include demolition, excavation, grading, pile testing, pile driving, cast-in-place concrete, electrical utilities, potable water, fire protection and incidental related work. Excludes work described in Contract Line Item CLIN 0002 OPTION 001.

1.2.2 CLIN 0002 OPTION 001 Temporary Berth Design, Construction, and Removal

The work includes design and constructing a temporary berth for temporary mooring for AUTEC vessels to provide safe mooring for the vessels during construction. The temporary berth will be constructed prior to any demolition works commencing on Pier 1902 to minimize interruptions to AUTEC operations. The temporary berth shall be designed in accordance with the specifications and design criteria herein. Options presented in design drawings are conceptual and for reference only. The temporary berth shall be completely removed after all repairs to Pier 1902 are complete and the Pier 1902 is put into service by AUTEC.

1.2.3 Location

The work is located at the Atlantic Undersea Test and Evaluation Center (AUTEC), Andros Island, Bahamas, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.3 OCCUPANCY OF PREMISES

Building 1901 and the Operations Building will be occupied during performance of work under this Contract.

Before work is started, arrange with the Contracting Officer a sequence of

SECTION 01 11 00.00 25 Page 1 procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.4 EXISTING WORK

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

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

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

1.5 LOCATION OF UNDERGROUND UTILITIES

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

Verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground, pier deck or paved surface where existing underground utilities or utilities encased in pier structures are discovered. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.5.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work.

1.6 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area located within 2 miles of the construction site.

Provide a salvage plan, listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage. Use a system of property control that is approved by the Contracting Officer. Store and protect salvaged materials and equipment until disposition by the Contracting Officer. Items to be salvaged include Foam Filled Fenders and Safety Ladders.

SECTION 01 11 00.00 25 Page 2

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00.00 25 Page 3

SECTION 01 11 00.00 25 Page 4

SECTION 01 14 00.00 25

WORK RESTRICTIONS

12/20

NAVFAC SE VERSION

PART 1 GENERAL

1.1 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 in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. The temporary pier must be ready for operation as approved by Contracting Officer before work is started on repair of Pier 1902 which would interfere with normal operation.

b. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work.

c. The AUTEC waterfront will remain in operation during the entire construction period. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of Harrison Wharf and AUTEC waterfront activities.

d. Permission to interrupt any Activity roads, railroads, or utility service must be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

e. The work under this contract requires special attention to the scheduling and conduct of the work in connection with existing operations. Identify on the construction schedule each factor which constitutes a potential interruption to operations.

The following conditions apply:

(1) Coordinate closely with Contracting Officer to ensure minimal impact to ongoing mooring, berthing, and loading/unloading operations. The work will take place in the main facility for base supply and resupply, therefore it is imperative the construction effort minimize disruptions to the extent possible considering the nature of the work.

(2) Due to security sensitive nature of the facility and ongoing operations, coordinate closely with Contracting Officer and Base Housing to ascertain availability of berthing for Contractor personnel, evolving security requirements, and possible alternatives.

(3) All materials and products brought onto the island must be on the Authorized Use List (AUL). An Authorized Use List (AUL) is

SECTION 01 14 00.00 25 Page 1 included electronically as part of the contract documents. Any items not on this list will not be allowed on the island.

(4) The Contractor is not allowed to use the AUTEC main pier due to required repairs to the pier. The Contractor is required to use their own barge to transport equipment. The AUTEC barge cannot be utilized for this contract. For informational purposes, the AUTEC barge is a Roll on/Roll off type of barge which unloads at the Harrison Wharf.

(5) Required export and entry documentation is required for ships and barges entering the port at AUTEC. Foreign flag vessels will require a longer notification time for clearance.

(6) The Contractor shall provide their own crane for off-loading their barge. The AUTEC Crane is not available for the off-loading of Contractor barges.

(7) The use of the AUTEC crane for pier repairs is not allowed. The AUTEC crane is on base to meet the needs of the AUTEC mission and their needs shall come before the Contractor's. The Contractor is allowed to bring their own Crane on Base provided it meets Navy Crane Center Requirements. The Contractor is required to submit their estimated Crane schedule 60 days prior to use and verify AUTEC operations will not be impacted at the weekly coordination meeting.

Limited crane access or schedule delays due to crane availability will NOT be a reason for change orders.

(8) All material handling devices shall be inspected and certified per the Navy Crane Center. All cranes, winches, specialty rigging, spreader bars, etc. brought on island by the Contractor shall be documented and certified by the Navy Crane Center prior to use, no exceptions.

(9) The Contractor shall provide means for transporting equipment and supplies to the project site. There is a truck cab on island driven by base personnel which may not be used to deliver the equipment to the project site.

(10) Backhoes, trenchers, graders, forklifts, concrete mixers, extended trailers, and all other equipment shall be provided by the contractor with operators licensed and certified in accordance with OSHA and US Navy Instructions.

(11) All vehicles shall have a valid Bahamian Registration and Insurance.

(12) Contractor shall be self-contained. They shall bring all their own equipment and spare parts, lubricants, tools, mechanics, etc.

There are no mechanics and spare parts available to them on the base nor off the base.

(13) Fuel is available for purchase from DESC at current Base prices.

(14) The Contractor shall provide their own concrete materials, batch plant, and trucks.

(15) Berthing will be made available on base for Contractor personnel at the prevailing rate ($25/night per person). Berthing is expected to be limited to dual occupancy (two people per room) with

SECTION 01 14 00.00 25 Page 2 one bathroom/shower per room. Meals are available from the mess hall at $3 for breakfast, $6 for lunch, and $6 for dinner.

(16) The Contractor is allowed to furnish their own housing trailers for the superintendent and management team.

(17) The Contractor will be able to purchase meals at the main mess at the current rate.

(18) Past projects in the area required construction trailer windows that were non-blast resistant to handle 1.1 Ordnances to be covered with 1/2 inch plywood. Contractor to make preparations accordingly or place trailer in protected area further away from work site.

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear appropriate personal protective equipment (PPE) in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.

1.3.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.3.1.2 Identification Badges andInstallation Access

Identification badges and access to the AUTEC facilities must be requested in writing, at least 1 week prior to arrival. No employee or representative of the Contractor will be admitted to the site of the work unless he/she furnishes satisfactory proof of United States citizenship, or eligibility to work on a United States military installation. Provide the following information to the AUTEC Travel Coordinator, in company letterhead, for each individual:

Visitor's full name:

Date of Birth:

Place of Birth:

Citizenship:

Purpose of Visit:

Dates of Visit:

POC/Sponsor at AUTEC:

Test Number (if applicable):

Organization you are representing:

Name/Tel number of POC at organization (individual signing your visit letter):

Passport Number:

Passport country of issuance:

Passport date of expiration:

Non U.S. Citizens must provide this additional information:

Visa (type or number - as applicable):

SECTION 01 14 00.00 25 Page 3

Visa date of issuance:

Visa date of expiration:

Permanent Resident Card Number or Alien Registration and expiration (if applicable)

Each request must be signed by the organization's POC.

1.3.1.3 Personnel Entry Approval

Failure to obtain entry approval will not affect the contract price or time of completion.

1.3.1.4 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.3.2 Working Hours

Regular working hours will consist of an 9.5 hour period , between 6 a.m.

and 6 p.m., , , excluding Government holidays.

1.3.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 5 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

1.3.4 Exclusionary Period

AUTEC does not have exclusionary periods.

1.3.5 Occupied Buildings

The Contractor shall be working around existing buildings which are occupied. Do not enter the buildings without prior approval of the Contracting Officer.

1.3.6 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in paragraph WORK OUTSIDE REGULAR HOURS.

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, SECTION 01 14 00.00 25 Page 4 electric service, and fire alarm are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS. Such interruptions are further limited to 24 hours. This time limit includes time for deactivation and reactivation.

d. Operation of Station Utilities: The Contractor must not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required.

1.3.7 Location of Underground Utilities

Submit permit requests via AUTEC DC1067 Form to NAVFAC Construction Manager and copy AUTEC CM 14 calendar days prior to work starting. See attached AUTEC DC1067 Form.

1.3.8 Transportation Inside the Base

The Contractor is responsible for transportation of all its personnel, equipment, tools and material within the base premises. All low speed vehicles (LSV's), permit pick-up trucks, and any other vehicles required for this purpose must be provided by the Contractor. Material handling and lifting equipment must be provided by the Contractor. Contact the base Safety Officer for information on safety requirements for these vehicles.

All motor vehicles must be registered and insured in accordance with Bahamian laws and regulations.

Fuel may be acquired at the base at the Defense Logistics Agency (DLA) price. The contractor must register and establish an account with DLA prior to using the base filling station services.

1.3.9 Use of Marine Operations Facilities

Material and equipment may be delivered to the site via the Marine Operations facilities. Vessels delivering cargo to AUTEC must bear the U.S Flag. The Contractor shall be responsible for shipping/barging and off-loading of equipment and material. The AUTEC Marine Operations will manage the movement of equipment and material inside the Marine Operations area.

Coordinate deliveries closely with Marine Operations in order not to interfere with AUTEC deliveries and base operations. The Marine Operations facilities will have limited availability.

1.3.10 AUTEC Equipment

Except as otherwise indicated in other sections of this specification, AUTEC lifting, material handling, and/or any other type of equipment will NOT be available for Contractor use for this project. The Contractor shall provide its own lifting and material handling equipment.

1.3.11 AUTEC Lodging / Office Trailer / Connectivity

The Contractor shall provide a trailer for use as office and accommodations for the administrative personnel. The office must be equipped with wireless router, for internet connectivity. The contractor may not use the AUTEC telecommunication network. Wireless routers must be

SECTION 01 14 00.00 25 Page 5 approved by the AUTEC Information Safety Officer (ISO) before they can be used on the base.

Travel:

All Vendors will need to travel commercially. The AUTEC Flights will only be available for emergencies.

Lodging:

Contact the AUTEC Travel Coordinator at (561) 671-2741 between 0800-1630, Monday through Friday, or by email at travelcoordinator.ctr@autec.navy.mil, for rates and availability for lodging and meals.

1.3.12 Temporary Utilities

Reasonable amounts of the following utilities will be made available to the Contractor without charge: Electricity, POtable Water, Sanitary Sewer.

The point at which the Government will deliver such utilities or services and the quantity available must be coordinated with the Contracting Officer. The Contractor will be responsible for installing the utilities for the temporary facilities up to the point of connection (POC). The contractor will be responsible for providing all the material necessary at the POC, and the Government will be responsible for the final connection of the utilities at the POC.

1.4 SECURITY REQUIREMENTS

Contract Clause FAR 52.204-2 Security Requirements and Alternate II and the following apply:

AUTEC Andros is a secured facility. Specific information and security requirements for entering the main base are provided at the AUTEC public web site:

ht t ps: / / www. navsea. navy. mi l / Home/ War f ar e- Cent er s/ NUWC- Newpor t / What - We- Do/ Det achment s/ AUTEC/ Of f i c i al - Vi s i t s/

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SECTION 01 20 00.00 25

PRICE AND PAYMENT PROCEDURES

12/20

NAVFAC SE VERSION

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 (2016) 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 Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Earned Value Report; G

1.3 EARNED VALUE REPORT

1.3.1 Data Required

This Contract requires the use of a cost-loaded Network Analysis Schedule (NAS). Schedule of Prices must not be used with cost-loaded Network Analysis Schedule (NAS). Use Earned Value Report derived from cost-loaded NAS.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. Schedule of Prices must have cost summarized and totals provided for each construction category. Provide a detailed breakdown of the Contract price, giving quantities for each of the various kinds of work, unit prices and extended prices. Contractor overhead and profit including salaries for field office personnel, if applicable, must be proportionately spread over all pay items and not included as individual pay items.

1.3.2 Payment Schedule Instructions

Payments will not be made until the Earned Value Report from the cost-loaded NAS has been submitted to and accepted by the Contracting Officer.

Additionally, the Earned Value Report must be separated as follows:

a. Primary Facilities Cost Breakdown:

Defined as work on the primary facilities out to the 5 foot line.

SECTION 01 20 00.00 25 Page 1

Work out to the 5 foot line includes construction encompassed within a theoretical line 5 foot from the face of the steel sheet pile combi-wall and includes attendant construction, such as utilities, grading and pavement placed beyond the 5 foot line.

b. Supporting Facilities Cost Breakdown:

Defined as site work, including incidental work, outside the 5 foot line.

c. Temporary Pier Breakdown:

Defined as the engineering and construction work for the Temporary Pier.

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, base equipment use rates 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 for Construction Contracts and FAR 52.232-5 Payments Under Fixed-Price Construction Contracts. Invoices not completed in accordance with contract requirements will be returned to the Contractor for correction of the deficiencies. The requests for payment shall include the documents listed below.

a. The Contractor's invoice, on NAVFAC Form 7300/30 furnished by the Government, showing in summary form, the basis for arriving at the amount of the invoice. Form 7300/30 must include certification by Quality Control (QC) Manager as required by the Contract.

b. The Earned Value Report from the cost-loaded NAS.

c. Contractor's Monthly Estimate for Voucher and Contractors Certification (NAVFAC Form 4330) with Subcontractor and supplier payment certification. Other documents, including but not limited to, that need to be received prior to processing payment include the following submittals as required. These items are still required monthly even when a pay voucher is not submitted.

d. Monthly Work-hour report.

e. Updated Construction Progress Schedule and tabular reports required by the contract.

f. Contractor Safety Self Evaluation Checklist.

g. Updated submittal register.

h. Solid Waste Disposal Report.

i. Certified payrolls.

SECTION 01 20 00.00 25 Page 2

j. Updated testing logs.

k. Other supporting documents as requested.

1.5.2 Submission of Invoices

If DFARS Clause 252.232-7006 Wide Area WorkFlow Payment Instructions is included in the Contract, provide the documents listed in above paragraph CONTENT OF INVOICE 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, provide it as instructed by the Contracting Officer.

Monthly invoices and supporting forms for work performed through the anniversary award date of the Contract must be submitted to the Contracting Officer within 5 calendar days of the date of invoice. For example, if Contract award date is the 7th of the month, the date of each monthly invoice must be the 7th and the invoice must be submitted by the 12th of the month.

1.5.3 Final Invoice

a. A final invoice must 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 must contain the corporate seal. An officer of the corporation must sign and the corporate secretary must 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 must 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 suspensions permitted under the FAR and agency regulations including the following in accordance with FAR 32.503-6 Suspension or Reduction of Payments:

SECTION 01 20 00.00 25 Page 3

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 maintain accurate "as-built" or record drawings in accordance with FAR 52.236.21.

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 payment must 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 must be specifically and separately identified in the Contractor's estimates of work submitted for the Contracting Officer's approval in accordance with Earned Value Report requirement of this Contract.

Requests for progress payment consideration for such items must be supported by documents establishing their value and that the title requirements of the clause at FAR 52.232-5 Payments Under Fixed-Price Construction Contracts 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. Materials to be considered for progress payments prior to installation must be stored either in Hawaii, Guam, Puerto Rico, or the Continental United States. Other locations are subject to written approval by the Contracting Officer.

g. Materials in transit to the job site or storage site are not acceptable for payment.

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SECTION 01 30 00.00 25

ADMINISTRATIVE REQUIREMENTS

12/20

NAVFAC SE VERSION

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)

EM 385-1-1 (2014) Safety and Health Requirements Manual

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

15 CFR 772 Definition of Terms

15 CFR 773 Special Licensing Procedures

1.2 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 in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

View Location Map

Progress and Completion Pictures

1.3 VIEW LOCATION MAP

Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

1.4 PROGRESS AND COMPLETION PICTURES

AUTEC does not permit the use of private devices to take photographs on the installation. Contact the NUWC Base Photographer to capture all required site photos, which are evaluated and released by the security department. To schedule an appointment with the base photographer submit a written request to the contracting officer at least 5 working days in advance.Photographically document site conditions prior to start of construction operations. Include aerial photographs. Provide monthly, and within one month of the completion of work, digital photographs, in 16 megapixel JPEG file format showing the sequence and progress of work.

Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten different viewpoints selected by the Contractor unless otherwise directed by the Contracting Officer. Submit

SECTION 01 30 00.00 25 Page 1 with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. Indicate photographs demonstrating environmental procedures. Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch on the CD or DVD as a digital file. Include a date designator in file names. Photographs provided are for unrestricted use by the Government.

1.5 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 Liability, during the entire period of performance under this contract. Provide other insurance coverage as required by State law.

1.6 SUPERVISION

1.6.1 Superintendent Qualifications

Provide project superintendent with a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

1.6.2 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of Contract work.In addition, if a Quality Control (QC) representative is required on the Contract, then that individual must also have fluent English communication skills.

1.6.3 Duties

The project superintendent is primarily responsible for managing subcontractors and coordinating day-to-day production and schedule adherence on the project. The superintendent is required to attend Red Zone meetings, partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.6.4 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to ensure timely completion.

Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject

SECTION 01 30 00.00 25 Page 2 of claim for extension of time for excess costs or damages by the Contractor.

1.7 PRECONSTRUCTION MEETING

Immediately after award , prior to commencing any work at the site, coordinate with the Contracting Officer a time and place to meet for the Preconstruction Meeting. The meeting must take place within 35 calendar days after award of the contract, but prior to commencement of any work at the site. The purpose of this meeting is to discuss and develop a mutual understanding of the administrative requirements of the Contract including but not limited to: daily reporting, invoicing, value engineering, safety, base-access, outage requests, hot work permits, schedule requirements, quality control, schedule of prices or earned value report, shop drawings, submittals, cybersecurity, prosecution of the work, government acceptance, final inspections and contract close-out. Contractor must present and discuss their basic approach to scheduling the construction work and any required phasing.

1.7.1 Attendees

Contractor attendees must include the Project Manager, Superintendent, Site Safety and Health Officer (SSHO), Quality Control Manager and major subcontractors.

1.8 FACILITY TURNOVER PLANNING MEETINGS (Red Zone Meetings)

Meet with the Government to identify strategies to ensure the project is carried to expeditious closure and turnover to the Client. Start planning the turnover process at the Pre-Construction Conference meeting with a discussion of the Red Zone process and convene at regularly scheduled NRZ Meetings beginning at approximately 75 percent of project completion.

Include the following in the facility Turnover effort:

1.8.1 Red Zone Checklist

a. Contracting Officer's Technical Representative (COTR) will provide the Contractor a copy of the Red Zone Checklist template.

b. Prior to 75 percent completion, modify the Red Zone Checklist template by adding or deleting critical activities applicable to the project and assign planned completion dates for each activity. Submit the modified Red Zone Checklist to the Contracting Officer. The Contracting Officer may request additional activities be added to the Red Zone Checklist at any time as necessary.

1.8.2 Meetings

a. Conduct regular Red Zone Meetings beginning at approximately 75 percent project completion, or three to six months prior to Beneficial Occupancy Date (BOD), whichever comes first.

b. The Contracting Officer will establish the frequency of the meetings, which is expected to increase as the project completion draws nearer.

At the beginning, Red Zone meetings may be every two weeks then increase to weekly towards the final month of the project.

c. Using the Red Zone Checklist as a Plan of Action and Milestones (POAM) and basis for discussion, review upcoming critical activities and

SECTION 01 30 00.00 25 Page 3 strategies to ensure work is completed on time.

d. During the Red Zone Meetings discuss with the COTR any upcoming activities that require Government involvement.

e. Maintain the Red Zone Checklist by documenting the actual completion dates as work is completed and update the Red Zone Checklist with revised planned completion dates as necessary to match progress.

Distribute copies of the current Red Zone Checklist to attendees at each Red Zone Meeting.

1.9 EXPORT LICENSES FOR OVERSEAS PROJECTS

Obtain individual export licenses and project export licenses required by the Department of Commerce regulations ( 15 CFR 772 and 15 CFR 773 ) so that no delays are experienced in shipping from the United States of America to a foreign country. For additional information, the Contractor may contact one of the U.S. and Foreign Commercial Service District Offices of the Department of Commerce which are located in almost every State.

1.10 WAIVER FOR WORKER'S COMPENSATION

In addition to FAR 52.228-4 Workers' Compensation and War-Hazard Insurance Overseas, the Secretary of Labor has granted a waiver. The waiver does not apply to employees who are hired in the United States, or who are residents, or citizens of the United States.

1.11 PARTNERING

Contractor shall host the partnering session within 45 calendar days of contract award. To most effectively accomplish this Contract, the Contractor and Government must form a cohesive partnership with the common goal of drawing on the strength of each organization in an effort to achieve a successful project without safety mishaps, conforming to the Contract, within budget and on schedule. The partnering team must consist of personnel from both the Government and Contractor including project level and corporate level leadership positions.