1596134_SPC_01of01.pdf

WORK ORDER NO. 1596134

Building 633 Water Cooling System

Final Submission

AT THE

The Navy Yard

Philadelphia, Pennsylvania

SUBMITTED BY:

Whitman, Requardt & Associates, LLP 801 S. Caroline Street Baltimore, MD 21231

SPECIFICATION PREPARED BY:

WR&A:

Architectural: Dianne Black AIA; WRA Civil: Anthony Olson P.E.; WRA Electrical: Il Kim P.E.; WRA Mechanical: Craig Hossfeld P.E.; WRA Structural: James Stauder P.E.; WRA

Specification Approved by:

Engineering Director: _____________________________ Date: _________

APWO, PWD-PA, NAVFAC Mid-Atlantic: ____________________ Date: _________ christopher.szymczak Cross-Out christopher.szymczak Text Box 8/6/2020

Building 633 Water Cooling System 1596134

PROJECT TABLE OF CONTENTS

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

00 01 15 LIST OF DRAWINGS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 20 00.00 20 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 31 23.13 20 ELECTRONIC CONSTRUCTION AND FACILITY SUPPORT CONTRACT

MANAGEMENT SYSTEM

01 32 17.00 20 COST-LOADED NETWORK ANALYSIS SCHEDULES (NAS)

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 20 QUALITY CONTROL

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 24.00 20 FACILITY ELECTRONIC OPERATION AND MAINTENANCE SUPPORT

INFORMATION (eOMSI)

01 91 00.15 TOTAL BUILDING COMMISSIONING

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

02 41 00 DEMOLITION

DI VI SI ON 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

03 42 13.00 10 PLANT-PRECAST CONCRETE PRODUCTS FOR BELOW GRADE

CONSTRUCTION

DI VI SI ON 05 - METALS

05 12 00 STRUCTURAL STEEL

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DI VI SI ON 06 - WOOD, PLASTI CS, AND COMPOSI TES

06 10 00 ROUGH CARPENTRY

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

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DI VI SI ON 09 - FI NI SHES

09 96 00 HIGH-PERFORMANCE COATINGS

DI VI SI ON 22 - PLUMBI NG

PROJECT TABLE OF CONTENTS Page 1

22 00 00 PLUMBING, GENERAL PURPOSE

DI VI SI ON 23 - HEATI NG, VENTI LATI NG, AND AI R CONDI TI ONI NG ( HVAC)

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 15 COMMON PIPING FOR HVAC

23 05 48.00 40 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND

EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 13 INSTRUMENTATION AND CONTROL DEVICES

23 09 33.00 40 ELECTRIC AND ELECTRONIC CONTROL SYSTEM FOR HVAC

23 09 53.00 20 CONTROL SYSTEMS

23 21 23 HYDRONIC PUMPS

23 25 00 CHEMICAL TREATMENT OF WATER FOR MECHANICAL SYSTEMS

23 65 00 COOLING TOWERS AND REMOTE EVAPORATIVELY-COOLED CONDENSERS

DI VI SI ON 26 - ELECTRI CAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 08 00 APPARATUS INSPECTION AND TESTING

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 24 13 SWITCHBOARDS

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 56 00 EXTERIOR LIGHTING

DI VI SI ON 31 - EARTHWORK

31 23 00.00 20 EXCAVATION AND FILL

31 62 19 TIMBER PILES

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 10 00 BITUMINOUS CONCRETE PAVEMENT

32 31 13.53 HIGH-SECURITY TEMPORARY CHAIN LINK FENCE

32 92 19 SEEDING

DI VI SI ON 33 - UTI LI TI ES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 30 00 SANITARY SEWERS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS 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 NAVFAC TITLE

NO. DWG NO.

G-001 12822281 COVER SHEET AND DRAWING INDEX

G-002 12822282 DRAWING INDEX

G-003 12822283 CONTRACTOR VEHICLE ROUTES PLAN

G-004 12822284 ABBREVIATIONS AND DRAWING SYMBOLS

G-005 12822285 BUILDING 633 COMPLEX COMPOSITE PLAN

G-006 12822286 EXISTING CONDITION PHOTOGRAPHS

G-007 12822287 EXISTING CONDITION PHOTOGRAPHS

G-008 12822288 EXISTING CONDITION PHOTOGRAPHS

B-101 12822289 BORING LOCATION PLAN

B-601 12822290 BORING LOGS

C-001 12822291 GENERAL CIVIL NOTES

C-002 12822292 CIVIL LEGENDS AND ABBREVIATIONS

C-003 12822293 EROSION AND SEDIMENT CONTROL NOTES

CD101 12822294 EXISTING SITE CONDITIONS AND DEMOLITION PLAN

C-101 12822295 SITE PLAN

C-102 12822296 UTILITY PLAN

C-103 12822297 GRADING AND PAVING PLAN

C-104 12822298 EROSION AND SEDIMENT CONTROL PLAN

C-201 12822299 SANITARY SEWER PROFILE

C-202 12822300 WATER PROFILE

C-501 12822301 SITE DETAILS

C-502 12822302 SITE DETAILS

C-503 12822303 UTILITY DETAILS

C-504 12822304 UTILITY DETAILS

C-505 12822305 EROSION AND SEDIMENT CONTROL DETAILS

C-506 12822306 EROSION AND SEDIMENT CONTROL DETAILS

C-507 12822307 TEMPORARY SECURITY FENCE DETAILS

S-001 12822308 GENERAL STRUCTURAL NOTES

S-002 12822309 TYPICAL STRUCTURAL DETAILS

S-101 12822310 BUILDING 633 COMPLEX COMPOSITE PLAN

S-102 12822311 BUILDING 633 COMPLEX - PARTIAL PLAN

S-103 12822312 BUILDING 633 COMPLEX - PARTIAL PLAN

S-104 12822313 BUILDING 633 COMPLEX - PARTIAL PLAN

S-105 12822314 COOLING TOWER FRAMING PLAN

S-301 12822315 CROSS SECTIONS

S-501 12822316 SECTIONS AND DETAILS

DOCUMENT 00 01 15 Page 1

S-502 12822317 SECTIONS AND DETAILS

S-503 12822318 SECTIONS AND DETAILS

S-504 12822319 SECTIONS AND DETAILS

A-101 12822320 PARTIAL PLAN AND DETAILS

M-001 12822321 MECHANICAL LEGENDS AND ABBREVIATIONS

MD101 12822322 MECHANICAL PIPING DEMOLITION - COMPOSITE PLAN

MD102 12822323 MECHANICAL PIPING DEMOLITION PLAN - BILGE LEVEL

MD103 12822324 MECHANICAL DEMOLITION PLAN - MAIN FLOOR LEVEL

MD104 12822325 MECHANICAL DEMOLITION PLAN - BLDG 531,

AREA 519 AND 520

MD105 12822326 MECHANICAL PIPING DEMOLITION PART PLAN

AND SECTIONS

MD106 12822327 MECHANICAL PIPING DEMOLITION PART PLAN

AND SECTIONS

M-101 12822328 MECHANICAL PIPING - COMPOSITE PLAN

M-102 12822329 MECHANICAL PIPING PLAN - BILGE LEVEL

M-103 12822330 MECHANICAL PIPING PLAN - MAIN FLOOR LEVEL

M-104 12822331 MECHANICAL PIPING PLAN - AREA A

M-105 12822332 MECHANICAL PIPING PLAN - AREA B - MAIN

FLOOR LEVEL

M-106 12822333 MECHANICAL PIPING PLAN - AREA B - MAIN

FLOOR LEVEL

M-107 12822334 MECHANICAL PIPING PLAN - MAIN FLOOR LEVEL

M-301 12822335 MECHANICAL SECTIONS

M-302 12822336 MECHANICAL SECTIONS

M-303 12822337 MECHANICAL SECTIONS

M-401 12822338 MECHANICAL COOLING TOWER PLAN

M-501 12822339 MECHANICAL DETAILS

M-502 12822340 MECHANICAL DETAILS

M-503 12822341 MECHANICAL DETAILS

M-601 12822342 OVERVIEW - COOLING WATER SCHEMATIC

M-602 12822343 COOLING WATER PIPING DIAGRAM

M-603 12822344 COOLING WATER FLOW DIAGRAM

M-604 12822345 COOLING WATER FLOW DIAGRAM

M-605 12822346 HX-2 & CLCW HX PIPING DIAGRAM

M-606 12822347 MECHANICAL PRESSURE ANALYSIS DIAGRAM

M-607 12822348 MECHANICAL CONTROL PANEL DETAIL

M-608 12822349 MECHANICAL CONTROL DIAGRAM

M-609 12822350 CONTROL DIAGRAM, PANEL DETAIL, & SEQUENCE

OF OPERATION

M-701 12822351 MECHANICAL SCHEDULES

M-702 12822352 MECHANICAL SCHEDULES

E-001 12822353 ELECTRICAL LEGEND AND ABBREVIATIONS

E-002 12822354 GENERAL ELECTRICAL NOTES

E-101 12822355 ELECTRICAL POWER - COMPOSITE PLAN

E-102 12822356 ELECTRICAL POWER- AREA A PLAN

E-103 12822357 ELECTRICAL POWER - AREA B PLAN

E-104 12822358 ELECTRICAL POWER - AREA C PLAN

E-105 12822359 ELECTRICAL POWER - BILGE LEVEL

E-401 12822360 ELECTRICAL POWER - ENLARGED PLAN

E-501 12822361 ELECTRICAL DETAILS

E-601 12822362 ELECTRICAL ONE LINE DIAGRAM

E-701 12822363 ELECTRICAL SCHEDULES

E-702 12822364 ELECTRICAL SCHEDULES

DOCUMENT 00 01 15 Page 2

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 some pertinent elements of the original construction. Reference Drawings do not show complete extents of existing conditions. Field verify existing conditions as necessary to complete the Work. 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 included as part of the Contract Drawings. Additional reference drawings may be available. Coordinate requests with the Contracting Officer.

DOCUMENT 00 01 15 Page 3

DRAWING TITLE

NO.

1 12545997 D-47_531-1 BUILDING 47 AND 531 DEMOLITION PLAN

2 12546002 AD-47-1 BUILDING 47 DEMOLITION PLAN

3 8036 SH01 RIVER WATER SYSTEM ARRANGEMENT

4 8036 SH03 RIVER SYSTEM MODIFICATIONS PLAN AND ELEVATION VIEWS

5 8036 SH04 RIVER SYSTEM MODIFICATIONS PLAN, EL AND

SECTION VIEWS

6 8036 SH05 RIVER SYSTEM MODIFICATIONS ELEVATION AND

SECTION VIEWS

7 8036 SH06 DC DG RIVER WATER PP PLAN AND ELEVATION VIEWS

8 8036 SH07 DC DG RIVER WATER PP PLAN, ELEV, AND DET VIEWS

9 8036 SH08 DC DG RIVER WATER PP ELEVATION AND DETAIL VIEWS

10 30041151 SH01 RIVER WATER PIPING TO GLYCOL SKID

11 30041151 SH02 LIST OF ABBREVIATIONS AND ISOMETRIC VIEW

12 30041151 SH03 RIVER WATER SYSTEM PLAN VIEW

13 30041151 SH04 RIVER WATER SYSTEM PLAN VIEWRW SPLY AND

RTN PP SECTION AND ELEVATION VIEWS

14 30041151 SH05 RW SPLY AND RTN PP SECTION AND ELEVATION VIEWS

15 30041151 SH06 RIVER WATER RETURN PIPING ELEVATION AND

DETAIL VIEWS

16 8098 SH01 GLYCOL PIPING TO CHILLED WATER SKID

17 8098 SH02 LIST OF ABBREVIATIONS AND ISOMETRIC VIEW

18 8098 SH03 GLYCOL SYSTEM PIPING PLAN VIEWS

19 8098 SH04 GLYCOL SUPPLY PIPING ELEVATION AND SECTION VIEWS

20 8098 SH05 GLYCOL SUPPLY PIPING SECTION VIEWS

21 8098 SH06 GLYCOL RETURN PIPING PLAN VIEW

22 8098 SH07 GLYCOL SUPPLY PIPING ELEVATION AND SECTION VIEWS

23 8098 SH08 GLYCOL RETURN PIPING SECTION VIEWS

24 8037 SH01 RW SYSTEM PP TO DIW SYSTEM ARRANGEMENT AND DETAILS

25 8037 SH03 SYSTEM ISOMETRIC VIEW

26 8037 SH04 SYSTEM AND FOUNDATION PLAN VIEWS

27 8037 SH05 RIVER WATER SYSTEM PIPING PLAN, ELEV & DETAIL VIEWS

28 8037 SH06 RIVER WATER SYSTEM PIPING PLAN, ELEV & DETAIL VIEWS

29 8037 SH07 RIVER WATER SYSTEM PIPING PLAN, ELEV & DETAIL VIEWS

30 30041187 SH01 4S AND 5S MOTOR LOAD RIVER WATER INTERFACE

31 30041187 SH02 ISOMETRIC VIEW, NOTES

32 30041187 SH03 4S AND 5S MOTOR LOAD PLAN VIEWS

33 30041187 SH08 4S AND 5S MOTOR LOAD ELEVATION VIEWS

34 30041187 SH09 4S AND 5S MOTOR LOAD ELEVATION AND

SECTION VIEWS

A-101 12619904 FLOOR PLAN

A-102 12619905 CEILING PLAN

P-101 12619933 PLUMBING NEW WORK PLAN

M-101 12619939 MECHANICAL NEW WORK PLAN

M-301 12619940 MECHANICAL SECTIONS

M-401 12619941 MECHANICAL PART PLAN

M-603 12619946 MECHANICAL SCHEDULES

E-401 12619951 ENLARGED PLAN - POWER NEW WORK

E-602 12619955 ELECTRICAL SCHEDULES

-- End of Document --

DOCUMENT 00 01 15 Page 4

SECTION 01 11 00

SUMMARY OF WORK

08/15

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. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES.

SD-01 Preconstruction Submittals

Utility Outage Requests; G

Utility Connection Requests; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes the following:

Building 633 at the Philadelphia Navy Yard Annex houses equipment that is currently cooled with a river water system. The river water system is aging and unreliable. To ensure the mission within Building 633 continues, provide a water cooling system, consisting of commercial off-the-shelf (COTS) cooling tower units, pumps, heat exchange valves, pipes, controls, foundation and supports, and electrical services to power the system.

1.2.2 Location

The work is located at Building 633, Area 519/520, Building 531, and the area north of Building 531 at the The Navy Yard, Philadelphia, PA, 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

SECTION 01 11 00 Page 1 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 ON-SITE PERMITS

1.5.1 Utility Outage Requests and Utility Connection Requests

Schedule work to minimize outages. For utility outages and connections required during the execution of work that affect existing systems, schedule outside the regular working hours or on weekends, as approved by the Contracting Officer. Schedule utility outages and connections to minimize disruptions tothe Government. No additional payment will be provided for utility outages and connections required to be performed outside the regular work hours.

Submit requests for utility outages and connections in writing to the Contracting Officer for approval at least 30 calendar days in advance of the time required. In each request, state the system involved, area involved, approximate duration of outage, and the nature of work involved.

1.6 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with 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.

1.6.1 Notification Prior to Excavation

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

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

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; G

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. The buildings 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 the activity.

b. Permission to interrupt any Activity roads, and/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) The project replaces an existing river water cooling system with a condenser water cooling including piping, heat exchanger, pumps, and cooling tower. Maintain the operation of the existing river water system while constructing the tower water system. Provide piping, valving, bypasses, spool pieces, etc., both temporary and permanent, to allow for installation of the work up to the point of connection to the existing piping to remain, without the need to remove existing piping or interrupt the operation of the existing river water cooling system.

The tower water system must be filled, hydrostatically pressure tested, chemically cleaned and treated, and exposed to condenser water circulation prior to the cutover. The cutover from the existing river water cooling to condenser water cooling must be completed before proceeding with removal of the existing river cooling water piping and appurtenance as indicated. Remove temporary piping and devices.

(2) Cutover from River Water System to Tower Water System

After the cooling tower system and HX-2 systems, including all equipment, piping, devices and controls have been installed, flushed, tested, balanced, and conditionally accepted by the Government, the

SECTION 01 14 00 Page 1

Contractor shall have a maximum of twenty one (21) calendar days, commencing with the shutdown of the existing river water cooling system, to make final connections of all terminal equipment/devices (CLCW HX, Glycol Chiller, DI Chiller, DI Heat Exchanger, Glycol Chiller, and Generator Set) to the new cooling tower system and restore them to full operating capability.

The 21 day period includes two milestones that must be met without exception:

By no later than day 14, final piping connections to all terminal equipment must be complete, pressure tested, flushed, cleaned, treated, and ready to receive flow from the cooling tower system.

During this time, all cleaning and service work on the CLCW HX and DI HX must be completed. This work will be performed by the Government's maintenance contractor under a separate contract, but must be accounted for in scheduling the execution of final connections to these items. Cleaning and service of the CLCW and DI heat exchangers is anticipated to take 7 calendar days. Upon completing all work, open the terminal equipment to cooling water flow from the tower water system. Flow rates at each terminal device must be confirmed to be no less than the scheduled design values, up to +10%. , with simultaneous flow through all equipment. Refer to Terminal Equipment Balancing Schedule on the drawings for design values. These are to be considered a minimum "full flow" values for the conditions described below. Maximum allowable pressures at terminal equipment must not be exceeded.

After tower water flow is established at terminal equipment, the Contractor will have seven days to verify proper flow and operation at each terminal device, make all final adjustments, and perform final balancing. The Contractor must verify and make adjustments at each terminal device under no less than three different system operating conditions as directed by the Govnerment. System operating conditions may include:

1. All terminal equipment at full flow

2. Full flow at the subject terminal device and two other devices as selected by the Government, with no flow at the remaining devices.

3. Full flow at the device and no flow at other devices.

By no later than day 21, all terminal equipment must be fully operational on the tower water system to the satisfaction of the Government and must be turned over to the Government in a condition that will allow its immediately being placed into service.

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 hard hats 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.

SECTION 01 14 00 Page 2

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 and Installation Access

1.3.1.2.1 Citizenship Requirements

Work under this contract is restricted to U.S. citizens. 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

o. Notification of birth registration

p. State of Hawaii ID card

q. USA passport

r. Verbal inquiry with State of Hawaii Vital Statistics Office

1.3.1.2.2 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 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

SECTION 01 14 00 Page 3 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 guarantee).

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.

1.3.1.2.3 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 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.

e. Roll up/garage doors are only permitted to be opened by Government personnel or Access Control Personnel (ACP). The ACP or Government personnel must guard the door during the entire time the door is un-secured. The doors must be secured immediately following its use, unless otherwise permitted by the Command Security Director.

f. Fence gates are only permitted to be opened by Government personnel or Access Control Personnel (ACP). 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

SECTION 01 14 00 Page 4 permitted by the Command Security Director.

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. 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 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. All contractor's and subcontractor's personnel must abide by local access policies as required, allowing adequate for Government review.

This includes, but is not limited to, access and documentation requirements related to COVID-19. All personnel must abide by site-specific COVID-19 safety requirement (e.g. face masks, social distancing, etc.) as required by the Government.

1.3.1.2.4 Building 633 and Area 519/520 Specific Access Requirements and Restrictions

The following access requirements and restrictions are specific to work performed at Building 633 and Area 519/520.

a. Ensure that no employee enters Building 633 High Bay and Area 519/520 with a Portable Electronic Device (PED). A PED is any piece of lightweight, electronically powered equipment capable of communication or data processing. Examples include tablets, laptop computer, e-readers, wireless (smart) phones, etc.

b. An Active CONFIDENTIAL Facility Clearance (FCL) is required for performance on this contract. There are no safeguarding requirements required.

c. Mobile phones will not be permitted within the buildings at any time.

d. Two-way radios will not be permitted within the buildings at any time, unless approved by the Command Security Manager.

e. Respectively, the doors from the Building 633 lobby and the southwest and northwest corners of the High Bay will be the only means of ingress and egress to and from the High Bay. In the event of an emergency, all operable doors are permitted to be use to exit the building.

f. Un-cleared personnel are not permitted within the buildings at any time, unless they are escorted and the area is thoroughly sanitized.

SECTION 01 14 00 Page 5

g. Food and drinks are not allowed inside the buildings.

1.3.1.3 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 must consist of a period of time established by the Contracting Officer between 7 a.m. and 3:30 p.m., Monday through Friday, excluding Government holidays.

1.3.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

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.

1.3.4 Utilities Outage

Some elements of the work may require temporary shut down of one or more utilities such as electrical power, etc. When it is determined that utility outages are required, they shall be planned/scheduled to occur outside of normal working hours. All outages shall be identified not less than twenty-one calendar days prior to intended date of outage. The contracting officer in all outage coordination efforts. Unless otherwise directed by the Contracting Officer, all outages shall occur on weekends or during evening hours. Thorough planning and preparation is required for each outage, and a plan of action shall be submitted to demonstrate measures being taken to minimize the duration of all outages. Action plans shall be submitted to the Contracting officer or COTR no less than ten calendar days prior to the intended outage date.

1.3.5 Occupied Building

The Contractor shall be working in and around existing buildings which are 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 and Government material located in Building 633 and Area 519/520 during the construction period.

Streets, walks, and facilities occupied and used by the Government shall not be closed or obstructed without written permission from the Contracting Officer.

SECTION 01 14 00 Page 6

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 the 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, natural gas and steam are considered utility cutovers pursuant to the paragraph entitled "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.

1.3.7 Photographs

Unofficial photograph is prohibited. When operationally required, submit a written request containing specific justification to Contracting Officer for approval. If approved, the government will take the photographs on a government camera and will provide digital copies.

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SECTION 01 20 00.00 20

PRICE AND PAYMENT PROCEDURES

11/11

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. The following shall be submitted 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. Provide a detailed breakdown of the contract price, giving quantities for each of the various kinds of work, unit prices and extended prices..

1.3.2 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. Schedule of Prices must identify the cost for site work, and include incidental work to the 5 ft line. Identify costs for the building(s), and include work out to the 5 ft line. Work out to the 5 ft line shall include construction encompassed within a theoretical line 5 ft from the face of exterior walls and shall include attendant construction, such as pad mounted HVAC cooling equipment, cooling towers, and transformers placed beyond the 5 ft line.

1.3.3 Real Property Assets

The Contractor will provide the Draft, Interim (when appropriate), and Final DD Forms 1354, Transfer and Acceptance of Military Real Property filled in with the appropriate Real Property.

SECTION 01 20 00.00 20 Page 1

Unique Identifiers (RPUID) and related construction Category Codes to classify the individual real property assets that apply to this contract.

The Contractor will meet with the Contracting Officer and the Real Property Accountable Officer (RPAO) during the Pre Construction Meeting and the Project Closeout Meetings to modify and include any necessary changes to the DD Form 1354. The RPAO and Contracting Officer will provide assistance for completion of the DD Form 1354, as necessary.

The Contractor will provide the Draft DD Form 1354 when the field work commences using the appropriate facility number, RPUID, and primary and secondary units of measure by Category Code for each asset/line item. The Contractor will provide the Final DD Form 1354 to represent the final constructed facility ready for the Government's acceptance and include all associated cost. The Contractor will provide an Interim DD Form 1354 if there is a cause for transfer of accountability on a placed-in-service date prior to final costs or contract closeout.

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

1.4 CONTRACT MODIFICATIONS

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

1.5 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.5.1 Content of Invoice

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

a. The Contractor's invoice, on 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 shall include certification by Quality Control (QC) Manager as required by the contract.

b. The Earned Value Report from the cost-loaded NAS, showing in detail:

the estimated cost, percentage of completion, and value of completed performance for each of the construction categories stated in this contract. Use NAVFAC LANT Form 4-330/110 (New 7/84) on NAVFAC LANT contracts when a Monthly Estimate for Voucher is required.

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

d. Contractor Safety Self Evaluation Checklist.

e. Other supporting documents as requested.

f. Updated copy of submittal register.

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

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h. Contractor's Monthly Estimate for Voucher (NAVFAC LANT Form 4-330/110 (New 7/84)) with Subcontractor and supplier payment certification.

i. Affidavit to accompany invoice (NAVFAC LANT NORVA Form 4-4235/4 (Rev.5/81)).

j. Materials on Site.

1.5.2 Submission of Invoices

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

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

1.5.3 Final Invoice

a. A final invoice shall be accompanied by the Contractor's Final Release. If the Contractor is incorporated, the Final Release shall contain the corporate seal. An officer of the corporation shall sign and the corporate secretary shall certify the Final Release.

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

c. Final invoices not accompanied by the Contractor's Final Release will be considered incomplete and will be returned to the Contractor.

1.6 PAYMENTS TO THE CONTRACTOR

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

1.6.1 Obligation of Government Payments

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

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

SECTION 01 20 00.00 20 Page 3

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

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

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

1.6.2 Payment for Onsite and Offsite Materials

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

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

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

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

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

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

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

f. Materials to be considered for progress payments prior to installation shall be stored either in Hawaii, Guam, Puerto Rico, or the Continental United States. Other locations are subject to written approval by the Contracting Officer.

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SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/15

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

1.2 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.

1.3 SUPERVISION

1.3.1 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.

1.3.2 Superintendent Qualifications

The project superintendent must have 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.

For routine projects where the superintendent is permitted to also serve as the Quality Control (QC) Manager as established in Section 01 45 00.00 20 QUALITY CONTROL, the superintendent must have qualifications in accordance with that section.

1.3.2.1 Duties

The project superintendent is primarily responsible for managing and coordinating day-to-day production and schedule adherence on the project.

The superintendent is required to attend NAVFAC Red Zone meetings, SECTION 01 30 00 Page 1 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.

1.3.3 Project Manager

Assign a Project Manager with the responsibility for the overall management of the project. The Contracting Officer may request proof of the Project Manager's qualifications at any point in the project if the performance of the Project Manager is in question.

1.3.3.1 Project Manager Qualifications

The Project Manager must have a minimum 10 years experience as a Project Manager or Superintendent on projects of similar size and complexity.

1.3.4 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 insure 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.

1.4 PRECONSTRUCTION MEETING

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule of prices or earned value report, shop drawings, and other submittals, scheduling programming, prosecution of the work, and clear expectations of the "Interim DD Form 1354" Submittal. Major subcontractors who will engage in the work must also attend.

1.5 FACILITY TURNOVER PLANNING MEETINGS (NAVFAC Red Zone - NRZ)

Meet with the Government to identify strategies to ensure the project is carried to expeditious closure and turnover to the Client. Start the turnover process at the Pre-Construction Conference meeting with a discussion of the NAVFAC Red Zone (NRZ) process and convene at regularly scheduled NRZ Meetings. Include the following in the facility Turnover effort:

1.5.1 NRZ Checklist

a. Contracting Officer's Technical Representative (COTR) will provide the Contractor a copy of the NRZ Checklist template prior to 75 percent completion.

b. Prior to 75 percent completion add/delete critical activities to the NRZ Checklist template as necessary to match the project scope, and schedule critical activities and insert planned completion dates in the NRZ checklist for each critical activity. Present the NRZ Checklist to COTR and review during a regularly scheduled QC Meeting.

SECTION 01 30 00 Page 2

1.5.2 Meetings

a. Upon Government acceptance of the NRZ Checklist, the Project Superintendent is required to lead regular NRZ 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 determine the frequency of the meetings, which is expected to increase as the project completion draws nearer.

c. Using the NRZ 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. Coordinate with the COTR any upcoming activities that require Government involvement.

e. Maintain the NRZ Checklist by documenting the actual completion dates as work is completed and update the NRZ Checklist with revised planned completion dates as necessary to match progress. Distribute copies of the current NRZ Checklist to attendees at each NRZ Meeting.

1.6 PARTNERING

To most effectively accomplish this contract, the Government requires the formation of a cohesive partnership within the Project Team whose members are from the Government, the Contractor and their Subcontractors. Key personnel from the Supported Command, the End User (who will occupy the facility), the Government Design and Construction team and Subject Matter Experts, the Installation, the Contractor and Subcontractors, and the Designer of Record will be invited to participate in the Partnering process. The Partnership will draw on the strength of each organization in an effort to achieve a project that is without any safety mishaps, conforms to the Contract, and stays within budget and on schedule.

The Contracting Officer will provide Information on the Partnering Process and a list of key and optional personnel who should attend the Partnering meeting.

1.6.1 Informal Partnering

The Contracting Officer will organize the Partnering Sessions with key personnel of the project team, including Contractor personnel and Government personnel.

The Initial Partnering session should be a part of the Pre-Construction Meeting. Partnering sessions will be held at a location agreed to by the Contracting Officer and the Contractor. The Initial Informal Partnering Session will be conducted and facilitated using electronic media (a video and accompanying forms) provided by the Contracting Officer.