Attachment B - 1705955_DEMO_SPC_01of01.pdf

Naval Facilities Engineering Systems Command

NAVFAC ATLANTIC

WORK ORDER NO. 1705955

NAVFAC CONTRACT NO. N40085-23-R-2528

FY23 FFG-62 Land Based Engineering

Site (LBES)

Early Demo

SPECIFICATIONS

At the

Philadelphia Navy Yard

Philadelphia, Pennsylvania

PREPARED BY:

WRA

801 S. Caroline St.

Baltimore, MD 21231

N40085-17-D-5005

Architectural:steven Schwartzman AIA, Structural: Patrick O'Brien, P.E.; WRA Mechanical: Craig Hossfeld,P.E.; wRA

Submitted By:

APPROVED BY:

Specifications:

For Commander, NAVFAC:

Date:

Electrical: Il Kim, P.E.; WRA Fire Protection: Frederick Hunsicker, P.E.; WRA Telecommunication: David Alkins P.E.; WRA

Date:

Barnhart, Michael

FFG-62 LBES - Early Demolition Package 81510070A

PROJECT TABLE OF CONTENTS

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

00 01 15 02/11, CHG 1: 08/14 LIST OF DRAWINGS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 08/15, CHG 2: 08/21 SUMMARY OF WORK

01 14 00 11/11, CHG 14: 02/22 WORK RESTRICTIONS

01 20 00 11/20, CHG 2: 08/21 PRICE AND PAYMENT PROCEDURES

01 30 00 11/20, CHG 2: 05/22 ADMINISTRATIVE REQUIREMENTS

01 31 23.13 20 05/17, CHG 7: 11/21 ELECTRONIC CONSTRUCTION AND FACILITY

SUPPORT CONTRACT MANAGEMENT SYSTEM

01 32 17.00 20 05/18, CHG 3: 08/20 COST-LOADED NETWORK ANALYSIS SCHEDULES

(NAS)

01 33 00 08/18, CHG 4: 02/21 SUBMITTAL PROCEDURES

01 35 26 11/20, CHG 3: 02/22 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 20 11/11, CHG 8: 02/21 QUALITY CONTROL

01 50 00 11/20, CHG 1: 08/21 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 56 00 09/22 TEMPORARY CONSTRUCTION BARRIER

01 57 19 11/15, CHG 5: 08/21 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 08/19, CHG 4: 05/22 PROJECT IDENTIFICATION

01 74 19 02/19, CHG 3: 11/21 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

01 78 00 05/19, CHG 1: 08/21 CLOSEOUT SUBMITTALS

01 78 23 08/15, CHG 2: 08/21 OPERATION AND MAINTENANCE DATA

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

02 41 00 05/10, CHG 2: 02/19 DEMOLITION

02 61 13 02/10, CHG 1: 02/21 EXCAVATION AND HANDLING OF

CONTAMINATED MATERIAL

02 82 00 11/18, CHG 1: 11/19 ASBESTOS REMEDIATION

02 83 00 11/18 LEAD REMEDIATION

02 84 16 05/20 HANDLING OF LIGHTING BALLASTS AND

LAMPS CONTAINING PCBs AND MERCURY

DI VI SI ON 03 - CONCRETE

03 30 53 05/14 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DI VI SI ON 07 - THERMAL AND MOI STURE PROTECTI ON

07 92 00 08/16, CHG 3: 11/18 JOINT SEALANTS

DI VI SI ON 08 - OPENI NGS

08 11 13 08/20 STEEL DOORS AND FRAMES

08 71 00 02/16, CHG 4: 02/22 DOOR HARDWARE

DI VI SI ON 26 - ELECTRI CAL

26 20 00 08/19, CHG 3: 11/21 INTERIOR DISTRIBUTION SYSTEM

26 51 00 05/20, CHG 2: 11/21 INTERIOR LIGHTING

DI VI SI ON 28 - ELECTRONI C SAFETY AND SECURI TY

PROJECT TABLE OF CONTENTS Page 1

28 31 70 08/20 INTERIOR FIRE ALARM SYSTEM, ADDRESSABLE

DI VI SI ON 31 - EARTHWORK

31 01 00 04/14 VIBRATION MONITORING

31 23 00.00 20 02/11 EXCAVATION AND FILL

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/ 11, CHG 1: 08/ 14

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

DRAWING NAVFAC TITLE

NO. DWG NO.

G-001 12874640 COVER SHEET

G-002 12874641 DRAWING INDEX AND GENERAL PROJECT NOTES

G-003 12874642 PHILADELPHIA NAVY YARD ANNEX SITE MAP

G-004 12874643 OVERALL SITE AND BUILDING 77h ACCESS PLAN

G-005 12874644 OVERALL SITE PLAN - FFG-62 LBES COORDINATION

WITH BUILDING 77/87 COMPLEX PROJECTS NOT IN

CONTRACT

G-006 12874645 OVERALL BUILDING EXISTING FIRST FLOOR PLAN

G-007 12874646 WORK RESTRICTIONS PLAN

G-008 12874647 GENERAL PLAN OF CONDITIONS AT PROJECT

COMPLETION

G-009 12874648 FIRST FLOOR LIFE SAFETY PLAN

G-010 12874649 TEMPORARY CONSTRUCTION DETAILS

G-011 12874650 TEMPORARY CONSTRUCTION BARRIER SECTION

AND ELEVATIONS

H-101 12874651 HAZARDOUS MATERIALS PLAN - COMPOSITE

H-102 12874652 HAZARDOUS MATERIALS PLAN - PART A

H-103 12874653 HAZARDOUS MATERIALS PLAN - PART B

H-104 12874654 HAZARDOUS MATERIALS PLAN - PART C

H-105 12874655 HAZARDOUS MATERIALS PLAN - PART D

XD101 12874656 FIRST FLOOR DEMOLITION PLAN - COMPOSITE

XD102 12874657 FIRST FLOOR DEMOLITION PLAN - PART A

XD103 12874658 FIRST FLOOR DEMOLITION PLAN - PART B

XD104 12874659 FIRST FLOOR DEMOLITION PLAN - PART C

XD105 12874660 FIRST FLOOR DEMOLITION PLAN - PART D

XD801 12874661 BUILDING GENERAL DEMOLITION - PHOTOGRAPHS

XD802 12874662 BUILDING GENERAL DEMOLITION - PHOTOGRAPHS

XD803 12874663 BUILDING GENERAL DEMOLITION - PHOTOGRAPHS

XD804 12874664 BUILDING GENERAL DEMOLITION - PHOTOGRAPHS

S-001 12874665 GENERAL STRUCTURAL NOTES, CODES AND

STANDARDS, AND DESIGN LOADS

SD101 12874666 FIRST FLOOR DEMOLITION PLAN - COMPOSITE

SD102 12874667 FIRST FLOOR DEMOLITION PLAN - PART A

SD103 12874668 FIRST FLOOR DEMOLITION PLAN - PART B

SD104 12874669 FIRST FLOOR DEMOLITION PLAN - PART C

SD105 12874670 FIRST FLOOR DEMOLITION PLAN - PART D

SD106 12874671 TOP OF DIESEL TEST CELL DEMOLITION PLAN

SD107 12874672 FIRST FLOOR SLAB DEMOLITION PLAN - PART A

DOCUMENT 00 01 15 Page 1

SD108 12874673 FIRST FLOOR SLAB DEMOLITION PLAN - PART B

SD109 12874674 FIRST FLOOR SLAB DEMOLITION PLAN - PART C

SD110 12874675 FIRST FLOOR SLAB DEMOLITION PLAN - PART D

SD501 12874676 SECTIONS

A-001 12874677 ARCHITECTURAL GENERAL NOTES AND

ABBREVIATIONS

AD101 12874678 OVERALL ROOF PLAN

AD501 12874679 PENETRATION ELEVATIONS AND DETAILS

F-001 12874680 FIRE PROTECTION AND FIRE ALARM LEGEND,

ABBREVIATIONS, AND GENERAL NOTES

FD101 12874681 FIRST FLOOR DEMOLITION PLAN - COMPOSITE

FD102 12874682 FIRST FLOOR DEMOLITION PLAN - PART A

FD103 12874683 FIRST FLOOR DEMOLITION PLAN - PART B

FD104 12874684 FIRST FLOOR DEMOLITION PLAN - PART C

FD105 12874685 FIRST FLOOR DEMOLITION PLAN - PART D

FD801 12874686 FIRE PROTECTION DEMOLITION - PHOTOGRAPHS

M-001 12874687 MECHANICAL GENERAL NOTES, ABBREVIATIONS

AND LEGEND

MD101 12874688 FIRST FLOOR DEMOLITION PLAN - COMPOSITE

MD102 12874689 FIRST FLOOR DEMOLITION - PART A

MD103 12874690 FIRST FLOOR DEMOLITION - PART B

MD104 12874691 FIRST FLOOR DEMOLITION - PART C

MD105 12874692 FIRST FLOOR DEMOLITION - PART D

MD106 12874693 UPPER FLOOR DEMOLITION - PART B

MD107 12874694 UPPER FLOOR DEMOLITION - PART D

MD401 12874695 PART PLANS

MD801 12874696 BUILDING MECHANICAL DEMOLITION - PHOTOGRAPHS

MD802 12874697 BUILDING MECHANICAL DEMOLITION - PHOTOGRAPHS

E-001 12874698 ELECTRICAL LEGEND

E-002 12874699 ELECTRICAL ABBREVIATIONS, GENERAL NOTES

AND DEFINITIONS

ED101 12874700 OVERALL BUILDING FIRST FLOOR DEMOLITION

PLAN - COMPOSITE

ED102 12874701 FIRST FLOOR DEMOLITION PLAN - COMPOSITE

ED103 12874702 FIRST FLOOR DEMOLITION PLAN - PART A

ED104 12874703 FIRST FLOOR DEMOLITION PLAN - PART B

ED105 12874704 FIRST FLOOR DEMOLITION PLAN - PART C

ED106 12874705 FIRST FLOOR DEMOLITION PLAN - PART D

ED401 12874706 ENLARGED DEMOLITION PART PLAN - SOUTHWEST

SUBSTATION

ED402 12874707 ENLARGED DEMOLITION PART PLAN - EAST

SUBSTATION

ED501 12874708 DEMOLITION ONE LINE DIAGRAM - EAST

SUBSTATION

ED502 12874709 DEMOLITION ONE LINE DIAGRAM - SOUTHWEST

SUBSTATION

ED503 12874710 DEMOLITION ONE LINE DIAGRAM - SOUTHWEST

SUBSTATION

ED504 12874711 DEMOLITION ONE LINE DIAGRAM - SOUTHWEST

SUBSTATION

ED505 12874712 DEMOLITION ONE LINE DIAGRAM - SOUTHWEST

SUBSTATION

ED801 12874713 DEMOLITION PHOTOS

ED802 12874714 DEMOLITION PHOTOS

ED803 12874715 DEMOLITION PHOTOS

DOCUMENT 00 01 15 Page 2

E-701 12874716 ELECTRICAL SCHEDULE

T-001 12874717 TELECOMMUNICATIONS LEGEND, ABBREVIATIONS,

AND GENERAL NOTES

TD101 12874718 FIRST FLOOR DEMOLITION PLAN - COMPOSITE

TD102 12874719 FIRST FLOOR DEMOLITION PLAN - PART A

TD103 12874720 FIRST FLOOR DEMOLITION PLAN - PART B

TD104 12874721 FIRST FLOOR DEMOLITION PLAN - PART C

TD105 12874722 FIRST FLOOR DEMOLITION PLAN - PART D

TD106 12874723 UPPER LEVEL DEMOLITION PLAN - COMPOSITE

TD107 12874724 UPPER LEVEL DEMOLITION PLAN - PART A

TD108 12874725 UPPER LEVEL DEMOLITION PLAN - PART B

TD109 12874726 UPPER LEVEL DEMOLITION PLAN - PART C

TD110 12874727 UPPER LEVEL DEMOLITION PLAN - PART D

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 drawings are intended only to show the original construction. Drawings are the property of the Government and shall not be used for any purpose other than that intended by the contract. The drawings are full size.

1 2163647 BLDG077H - DIESEL TEST CELLS - 2163647

2 2163648 BLDG077H - DIESEL TEST CELLS - 2163648

3 2163649 BLDG077H - DIESEL TEST CELLS - 2163649

4 2163650 BLDG077H - DIESEL TEST CELLS - 2163650

5 2163651 BLDG077H - DIESEL TEST CELLS - 2163651

6 2163652 BLDG077H - DIESEL TEST CELLS - 2163652

7 2163653 BLDG077H - DIESEL TEST CELLS - 2163653

8 2163654 BLDG077H - DIESEL TEST CELLS - 2163654

9 2163655 BLDG077H - DIESEL TEST CELLS - 2163655

10 2163658 BLDG077H - DIESEL TEST CELLS - 2163658

11 2163659 BLDG077H - DIESEL TEST CELLS - 2163659

12 2163660 BLDG077H - DIESEL TEST CELLS - 2163660

13 2163661 BLDG077H - DIESEL TEST CELLS - 2163661

14 2163662 BLDG077H - DIESEL TEST CELLS - 2163662

15 2163663 BLDG077H - DIESEL TEST CELLS - 2163663

16 2163664 BLDG077H - DIESEL TEST CELLS - 2163664

17 2163677 BLDG077H - DIESEL TEST CELLS - 2163677

18 2163683 BLDG077H - DIESEL TEST CELLS - 2163683

19 2163684 BLDG077H - DIESEL TEST CELLS - 2163684

20 2163686 BLDG077H - DIESEL TEST CELLS - 2163686

21 2163689 BLDG077H - DIESEL TEST CELLS - 2163689

22 2079549 BLDG077H - COMPRESSED AIR SITE - 2079549

23 2079572 BLDG077H - COMPRESSED AIR SITE - 2079572

24 2145111 BLDG077H - NETWORKS & CYBER LAB - 2145111

25 2145112 BLDG077H - NETWORKS & CYBER LAB - 2145112

26 2145113 BLDG077H - NETWORKS & CYBER LAB - 2145113

27 2145114 BLDG077H - NETWORKS & CYBER LAB - 2145114

28 2145115 BLDG077H - NETWORKS & CYBER LAB - 2145115

29 2145116 BLDG077H - NETWORKS & CYBER LAB - 2145116

30 2145117 BLDG077H - NETWORKS & CYBER LAB - 2145117

31 2145118 BLDG077H - NETWORKS & CYBER LAB - 2145118

32 2145119 BLDG077H - NETWORKS & CYBER LAB - 2145119

DOCUMENT 00 01 15 Page 3

33 2145120 BLDG077H - NETWORKS & CYBER LAB - 2145120

34 2190345 BLDG77H - ARC FAULT LAB - 2190345

35 2190346 BLDG77H - ARC FAULT LAB - 2190346

36 2190347 BLDG77H - ARC FAULT LAB - 2190347

37 2190348 BLDG77H - ARC FAULT LAB - 2190348

38 2190349 BLDG77H - ARC FAULT LAB - 2190349

39 2190350 BLDG77H - ARC FAULT LAB - 2190350

40 2190351 BLDG77H - ARC FAULT LAB - 2190351

41 2190352 BLDG77H - ARC FAULT LAB - 2190352

42 2190353 BLDG77H - ARC FAULT LAB - 2190353

43 2190354 BLDG77H - ARC FAULT LAB - 2190354

44 2190355 BLDG77H - ARC FAULT LAB - 2190355

45 2190381 BLDG77H - CWAS LAB - 2190381

46 2190382 BLDG77H - CWAS LAB - 2190382

47 2190383 BLDG77H - CWAS LAB - 2190383

48 2190384 BLDG77H - CWAS LAB - 2190384

49 2190385 BLDG77H - CWAS LAB - 2190385

50 2190386 BLDG77H - CWAS LAB - 2190386

51 2190387 BLDG77H - CWAS LAB - 2190387

52 2190388 BLDG77H - CWAS LAB - 2190388

53 2190389 BLDG77H - CWAS LAB - 2190389

54 2190390 BLDG77H - CWAS LAB - 2190390

55 2078005 BLDG77H - WEAPONS ELEVATOR - 2078005

56 2078007 BLDG77H - WEAPONS ELEVATOR - 2078007

57 2078008 BLDG77H - WEAPONS ELEVATOR - 2078008

58 2078009 BLDG77H - WEAPONS ELEVATOR - 2078009

59 2120627 BLDG77H - FIRE PROTECTION - 2120627

-- End of Document --

DOCUMENT 00 01 15 Page 4

SECTION 01 11 00

SUMMARY OF WORK

08/ 15, CHG 2: 08/ 21

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" classification.

Submittals not having a "G" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Salvage Plan; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes partial demolition of existing components and systems in preparation for a future repair project by others and incidental related work.

1.2.2 Location

The work is located at Building 77H at the Philadelphia Navy Yard Annex, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.3 OCCUPANCY OF PREMISES

Building(s) will be occupied during performance of work under this Contract.

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

SECTION 01 11 00 Page 1

Installation requirements for locating and marking underground utilities.

Contact local utility locating service a minimum of 15 days prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. 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 or paved surface where existing underground utilities 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 within the confines of the Philadelphia Navy Yard Annex.

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. Provide a system for property control in the salvage plan. Store and protect salvaged materials and equipment until disposition by the Contracting Officer. Salvage items indicated on the drawings. Items to salvage include but are not limited to the following: AWARE speakers, door hardware, Motor Control Centers, monorail hoist assemblies at Diesel Test Cells (including power wheel and controller pendant), gate to southwest substation, chillers at Diesel Test Cells, air compressor on the top of the diesel test cells, fire alarm devices and security devices.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 2

SECTION 01 14 00

WORK RESTRICTIONS

11/ 11, CHG 14: 02/ 22

PART 1 GENERAL

1.1 REFERENCES

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

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 101 (2021) Life Safety Code

NFPA 241 (2022) Standard for Safeguarding Construction, Alteration, and Demolition Operations

1.2 DEFINITIONS

1.2.1 State

"State" when used in reference to states of the United States also includes the Territory of Guam.

1.3 SUBMITTALS

Government approval is required for submittals with a "G" classification.

Submittals not having a "G" classification 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

Modifications to Emergency Exit Plan, G

1.4 SPECIAL SCHEDULING REQUIREMENTS

a. Vibration monitoring, access and emergency egress paths through construction area, projected beam smoke detection at roof, and temporary barrier must be ready for operation as approved by Contracting Officer before Demolition work is started.

b. The Shock and Vibrations Laboratory and sites located north of the temporary barrier will remain in operation during the entire construction period. The Contractor must conduct operations so as to cause the least possible interference with normal operations of the activity.

c. Permission to interrupt roads (including gates in perimeter security fence), or utility service must be requested in writing a minimum of 15 calendar days prior to the desired date of interruption. Contractor may not create additional entrance/exit gates in the NSWCPD perimeter

SECTION 01 14 00 Page 1 fence.

d. 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.

e. Government emergency exit through the construction area must be maintained for occupied areas of Building 77H and for the shock and vibration lab for the duration of the project. Modifications to exit access to accommodate work must be in accordance with NFPA 101 and NFPA 241 . Provide modifications to emergency exit plan to the contracting officer in writing for AHJ approval. Paths must include barriers, lighting, floor, etc. as required per NFPA. Schedule must track when changes to exit access will occur to allow for Government to notify building occupants.

1.5 CONTRACTOR ACCESS AND USE OF PREMISES

1.5.1 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. Ensure all Contractor equipment, include delivery vehicles, are clearly identified with their company name.

1.5.1.1 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.

1.5.1.2 Citizenship Requirements

Work under this contract is restricted to U.S. citizens who do not hold duel citizenship. No employee or representative of the Contractor will be admitted to the work site unless he furnishes satisfactory proof that he is a citizen of the United States.

Documents acceptable for Proof of Citizenship include:

a. Birth registration card

b. Certificate of live birth, birth certificate

c. Certificate of Naturalization

d. Certificate of registration

e. DD-214 (Must Cite Birthplace)

f. DD Form 4 (Contract for Enlistment and Must Cite Birthplace)

g. DD 1966 (Application for Enlistment)

h. Military discharge papers (must cite birthplace)

i. Delayed birth certificate

j. Hawaii certificate of foreign birth

k. Hospital birth certificate

l. Marriage license certificate

m. Merchant marine certificate

n. Military officer ID card

SECTION 01 14 00 Page 2

o. Notification of birth registration

p. State of Hawaii ID card

q. USA passport

r. Verbal inquiry with State of Hawaii Vital Statistics Office

1.5.1.3 Application for Contractor Identification Badges

The Contractor's employees or representatives who will be working inside NSWCPD facilities or secure perimeters must obtain a Contractor's ID badge which can be valid for up to 6 months. The Contractor will be required to submit a Letter of Badge Request on company letterhead to the Contracting Officer (COR) including the contract name, contract number, contract duration, building/location of work, COR contact information, NSWCPD point-of-contact information, and the names and personal information for each contractor employee or representative (DOB, SSN, place of birth, citizenship status) to the COR for Security review and approval. A Letter of Badge Request is required to be submitted whenever expiring badges are needed to be renewed for continued work on the contract, containing the same information included in the initial request.

For Contractor employees or representatives that do not have a CONFIDENTIAL or higher security clearance, the Contractor shall provide a completed SECNAV 5512/1 (DoN Local Population ID Card/Base Access Registration Form) for each employee or representative to the COR for CNRMA (Command Navy Region Mid-Atlantic) vetting, review and approval.

Once approved, the Contractor's employees or representatives will report to Security (Building 29) with a completed I-9 form, along with two forms of identification specified on the I-9 form, for issuance of the ID badge.

The Contractor must obtain the required employee ID badges from the Government at his own expense, at no additional cost. The ID badge must be returned within 5 calendar days to Security (Building 29) when an employee leaves the Contractor's service, when the job is complete, or the ID badge has expired. The Government is not responsible for any cost or lost time associated with obtaining or the use of daily or Contractor ID badges.

One-Day Visitor Badges: The Contractor's employees or representatives can obtain a daily Visitor's badge from the Security desk inside NSWCPD facilities, however, a Government escort will be required at all times and the badge will only be valid for the facility where the badge was issued.

The use of daily visitor's ID badge is not recommended as a Government escort must be scheduled in advance and escort's availability is limited and granted on a case-by-case basis (i.e. availability is not guaranteed).

The Contractor's personnel would have to obtain daily passes, be subject to daily mandatory vehicle inspection, and would have limited access to the installation if using a Visitor badge. The Government is not responsible for any cost or lost time associated with escort availability in conjunction with the use of Visitor's badges for the Contractor's employees or representatives.

1.5.1.4 General Access Requirements and Restrictions

The following access requirements and restrictions apply to work at any NSWCPD facility or secured perimeter.

a. No employee or representative of the Contractor will be admitted to the site of the work unless he/she has satisfactorily completed the Application for Contractor Identification Badge process and has furnished satisfactory proof that he/she is a citizen of the United

SECTION 01 14 00 Page 3

States. The Government Security Office must approve each base application form before the employee or representative will be authorized admittance to the site of work by the Government.

b. The Contractor is responsible to collect and account for all identification badges issued to his/her personnel at the expiration of the contract, expiration of the badge or when no longer required.

Collected badges must be returned by the Contractor to the NSWCPD Security Office (Building 29).

c. Comply with all security regulations currently in force as communicated directly by the Government Security personnel and as conveyed by the COR.

d. Employees or representatives of the Contractor, while working at NSWCPD, must display the Government issued badge over the front of their outer clothing at all times. When off of NSWCPD property, remove badge from clothing and conceal.

e. Up to three members of the Contractor team will be allowed to operate the two south overhead sectional doors. NSWCPD will provide training for door operation. Doors must remain closed until they need to be opened for equipment entering or leaving the building and must be constantly monitored when open. The doors must be secured immediately following its use, unless otherwise permitted by the Command Security Director. Use of overhead doors is strictly for equipment, vehicles, operators of the equipment and vehicles, and delivery or removal of materials that cannot be delivered through pedestrian doors. Overhead door use for contractor personnel access is prohibited.

f. Fence gates are only permitted to be opened by Government personnel or Access Control Personnel (ACP). The ACP is not someone who works for the Contractor. The ACP or Government personnel must guard the gate during the entire time the gate is un-secured. The gate must be secured immediately following its use, unless otherwise permitted by the Command Security Director. Coordinate all requests for gate access 24 hours in advance of the work. Where gate access is required for a duration exceeding 15 minutes in duration or more than two times in a single work day, coordinate a minimum of three business days in advance of the work.

g. Commercial vehicles (with company logo) that are required to enter the fence line perimeter or enter the building at any NSWCPD facility must be inspected by CNRMA Police prior to entering the property. Proof of valid vehicle registration and insurance documentation must be provided for all commercial vehicles and drivers must have a valid drivers license and NSWCPD access badging available at all times. No personally-owned vehicles are permitted within the fence line perimeter of any NSWCPD facility. Coordinate vehicle inspections with the COR.

h. No Contractor or personally owned cameras are allowed inside NSWCPD facilities. If photographs are required for design or construction records, submit a written request to the Contracting Officer to have photographs taken by a Government Official using a Government camera.

Photographs taken by the Government will be reviewed by Security before release to the Contractor.

i. If a security alarm is required to be temporarily disabled for a

SECTION 01 14 00 Page 4 construction activity the Contractor must submit a completed Request to Mask Security Alarm form to the COR at least three business days in advance of the required date. The COR will coordinate with the NSWCPD Security Office to obtain approval for the request.

j. Use of Contractor-owned laptop computers within NSWCPD facilities, or the construction site under this contract, requires submission of an Authorization Request for Operation of Non-DoD Portable Electronic Devices form at least three business days in advance.

k. Commercial and personally owned vehicle (POV) parking in Government parking lots is restricted to Government employees and authorized Contractor personnel only via issuance of a parking placard. Limited parking placards are available for Contractor personnel and are not guaranteed to be available for this contract. Unauthorized parking in Government parking lots may result in DoN Police ticketing.

l. Unless approved via submission of the attached "Authorization Request for Operation of Non-Government Portable Electronic Devices", Portable Electronic Devices (PEDs) are not permitted. A portable electronic device is any piece of lightweight, electronically powered equipment capable of communication or data processing. Examples include:

tablets, laptop computers, e-readers, smartwatches, fitbits, etc.

Two-way radios will not be permitted at any time.

m. All bags and belongings will be subject to inspection by the the Government before bringing anything into the job site. All items being carried into and out of the project site are subject to physical inspection at any time.

n. The job site is to be secured at the end of each work day by the Contractor, with oversight by the the Government, to prevent access by unauthorized personnel and to prevent tampering with stored building materials.

o. All personnel, vehicles, and containers are subject to search and inspection for access to the construction site. Any individuals found in possession of prohibited items may be required to be removed from site and/or may be subject to disciplinary or legal action based on the nature of the item. Possession of items in violation of local or federal law will necessitate the involvement of local law enforcement authorities.

p. Prohibited Items

1. The following items are prohibited without prior approval from the the Government (laptops will be allowed when approved as indicated above):

o Firearms and ammunition;

o Explosives or incendiary devices (does not include explosive powered tools customarily used on similar job sites) or highly volatile substances o Cameras or photographic equipment or any equipment capable of recording intelligible images (cell phones with photographic capabilities are authorized on the construction site; however, use of the camera feature is prohibited on the construction site. Violations of this policy will result in the offender being denied access to the construction site)

SECTION 01 14 00 Page 5 o Unprocessed film of any kind o Transmitting or recording equipment or microphones o Sound recording equipment including magnetic tape, magnetic wire o Speakers o Computers o Illegal substances o Alcohol

Prohibited and Restricted Items lists are subject to review and change, with additional items added later. Contractor security representatives will be advised of any changes made to these lists.

1.5.1.5 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.

1.5.2 Working Hours

Regular working hours will consist of a period established by the Contracting Officer, between 7 a.m. and 4:30 p.m. Monday through Friday excluding Government holidays.

1.5.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Submit list of personnel who will work during the off hours for coordination with building and card reader. Make application 15 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.

1.5.4 Occupied and Existing Buildings

The Contractor shall be working in an existing building which is occupied.

The existing buildings and their contents must be kept secure at all times. Provide temporary closures as required to maintain security as directed by the Contracting Officer.

Provide dust covers or protective enclosures to protect existing work that remains. Perform dust mitigation as needed to avoid personnel, equipment, and operational impact. Refer to specification 01 56 00 TEMPORARY CONSTRUCTION BARRIER for requirements additional requirements.

The Navy will be conducting tests and performing other contracts in and around Building 77 High during the construction period. Contractor must coordinate their work with the Navy's operations, equipment testing schedule, and other contractors. Navy's activities or testing schedule

SECTION 01 14 00 Page 6 will make areas of the building and doors unavailable to the Contractor for certain periods of time.

Storage of material is allowed in Building 77 High. Coordinate temporary lay down space (e.g. location, size, and duration) inside the building with Contracting Officer.

Use of existing cranes inside Building 77 High is not allowed.

The existing Shock and Vibration Laboratory will remain in operation during Construction. As indicated, access and egress to the Laboratory must be maintained. Work that generates significant vibration including, but not limited to, jack hammering, and excavating either needs to occur off-hours or be coordinated around the laboratory testing.

The east drive aisle is used for access by the Navy for operations outside of the area of the work. Do not park vehicles or block the drive aisle.

Coordinate use of the drive aisle with the contracting officer.

1.5.5 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, electric service, air conditioning, heating, fire alarm, compressed air, and gas are considered utility cutovers pursuant to the paragraph

WORK OUTSIDE REGULAR HOURS.

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.

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SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

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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 (2021) Engineering and Design -- Construction Equipment Ownership and Operating Expense Schedule

1.2 SUBMITTALS

Government approval is required for submittals with a "G" classification.

Submittals not having a "G" classification 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 Earned Value Report (construction Contract) as directed by the Contracting Officer. Provide a detailed breakdown of the Contract price, giving quantities for each of the various kinds of work, unit prices and extended prices. 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.

1.4 CONTRACT COST BREAKDOWN

The Contractor must furnish within 30 days after the date of Notice to Proceed, and prior to the submission of its first partial payment estimate, a breakdown of its single job pay item or items which will be reviewed by the Contracting Officer as to propriety of distribution of the total cost to the various accounts. Any unbalanced items as between early and late payment items or other discrepancies will be revised by the Contracting Officer to agree with a reasonable cost of the work included in the various items. This Contract cost breakdown will then be utilized as the basis for progress payments to the Contractor.

SECTION 01 20 00 Page 1

1.5 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 .

1.6 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.6.1 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.

j. Updated testing logs.

k. Other supporting documents as requested.

1.6.2 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.

SECTION 01 20 00 Page 2

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.

1.6.3 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.

1.7 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.

1.7.1 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 FAR

32.103 Progress Payments Under Construction Contracts:

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.

SECTION 01 20 00 Page 3

1.7.2 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.

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

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SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

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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 -- Safety and Health Requirements Manual

1.2 SUBMITTALS

Government approval is required for submittals with a "G" classification.

Submittals not having a "G" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

1.3 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 the Commonwealth of Pennsylvania law.

1.4 SUPERVISION

1.4.1 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.

1.4.2 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.

SECTION 01 30 00 Page 1

1.4.3 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.

1.4.4 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 of claim for extension of time for excess costs or damages by the Contractor.

1.5 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 14 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.

1.5.1 Attendees

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

1.6 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:

1.6.1 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

SECTION 01 30 00 Page 2 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.

1.6.2 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 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.

1.7 ELECTRONIC MAIL (E-MAIL) ADDRESS

Establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments as text files, pdf files, and other similar formats. Within 10 days after contract award, provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes or terrorist threats. Multiple email addresses are not allowed.

It is the Contractor's responsibility to make timely distribution of all Contracting Officer initiated e-mail with its own organization including field office(s). Promptly notify the Contracting Officer, in writing, of any changes to this email address.

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