01 11 00.00 22_RevAmend08.pdf
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- Solicitation number
- N4008526R0005
About this file
This is a Performance Work Statement (PWS) for a federal construction delivery order at Portsmouth Naval Shipyard.
The project, designated P-1112 B72 Resiliency Improvement (Delivery Order N40085-23-F-4245), involves construction of a desalination facility to provide feed water for boiler and cooling systems in Building 72. The work includes installation of a new seawater intake at Building 242, a desalination intake pump station adjacent to the existing Auxiliary Sea Water pump station, piping systems connecting Buildings 242 and 72, and a comprehensive desalination facility utilizing ultrafiltration and reverse osmosis membrane processes. Additional components include modification of Pump Room 5 in Building 72, construction of a new tank pad and pump house, chemical storage facilities, a new discharge outfall at Berth 4, and electrical and process control equipment. The contract also includes options for partial or complete abandonment of the Saltwater Tunnel. The contractor must submit a Salvage Plan and Work Sequencing and Preparation Plan for Government approval before commencing work. Critical sequencing requirements mandate maintenance of occupied building operations, protection of historic properties in compliance with the Secretary of Interior standards, coordination with existing construction activities, and Government-provided escorts for building access. The work must minimize disruption to 24/7 production facilities and maintain all utilities including plumbing, HVAC, fire suppression, electrical power, and security systems throughout construction. Beneficial occupancy requirements mandate completion and acceptance of all identified facility delivery elements with submission of a completed NRZ Checklist no later than ten working days prior to requesting Government occupancy acceptance.
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P-1112 B72 Resiliency Improvement Delivery Order N40085-23-F-4245
SECTION 01 11 00.00 22
SUMMARY OF WORK (PWD ME)
05/21
( Revi sed vi a Amendment 08)
PART 1 GENERAL
This Section applies to Design-Bid-Build projects at the Portsmouth Naval Shipyard and PWD ME AOR Facilities.
1.1 SUBMITTALS
Government approval is required for submittals with a "G" or "S" classification . Submittals not having a "G" or "S" 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
Work Sequencing And Preparation Plan ; G ( Added vi a Amendment 08)
1.2 WORK COVERED BY CONTRACT DOCUMENTS
1.2.1 Project Description
The work includes the construction of a desalination facility within the area of Building 242 and Building 72 and includes a new intake at Building 242 and a new discharge at Berth 4.
This project will repurpose the Pump Room 5 located in Building 72 to be modified and dedicated to the new desalination facility.
The desalination system will employ a multi-step treatment process to provide feed water for boiler and cooling water in Building 72. In the first treatment step of the process, seawater will be pumped through an ultrafiltration (UF) membrane process. This initial unit process is a prefiltration step before Reverse Osmosis (RO) desalination is used.
Treated water (permeate) from the UF will be pumped through a two stage, high pressure reverse osmosis membrane process.
The major components of this project include:
a. A new intake at Building 242.
b. A new desalination intake pump station within Building 242 that will be installed adjacent to the existing Auxiliary Sea Water (ASW) pump station. The desalination intake pump station will function independently (electrically and hydraulically) of the ASW pump station.
c. A new piping system that connects Building 242 and Building 72. This piping system will convey raw water from Building 242 and Building
72. New conduits for electrical power and signal wires will also be included.
d. A new desalination facility primarily placed within:
01 11 00.00 22 Page 1
(1) The Pump Room S in Building 72
(2) A new tank pad adjacent to the Pump Room S (Tank Pad)
(3) A new Pump house located on the tank pad (BWRO / Room B)
(4) A new chemical storage room, Room M
e. A new room located near the condensate tank (Room M)
f. A new stair system in the Pump Room S.
g. A new piping system that connects Building 72 to the outfall at Berth
4. This piping system will convey concentrated brine raw water from Building 72 to the outfall. This piping system will also discharge non-saline water used for backwash in the desalination facility operations.
h. A new outfall at Berth 4.
i. Partial or complete abandonment of the Saltwater Tunnel (as bid options).
j. All associated electrical and process control equipment.
1.2.2 Project Sequencing Requirements
The following restrictions apply to the sequencing of the work:
a. Existing furniture and equipment to remain in construction areas (e.g.
office furniture, etc.) must be protected from dust, debris, demolition, and construction activities to ensure the items are not damaged and are useable at project completion. Temporary partitions must be full height. Provide daily cleanup as specified in Section 02 41 00 DEMOLITION and as directed by the Contracting Officer.
b. The building will be occupied by Government personnel adjacent to and within work areas during the project. Buildings 72 and 242 are 24/7 production facilities. Equipment and personnel must be protected at all times.
c. Prescribed milestones are provided within the drawing set. The stated milestones enable the coordination of planned adjacent and overlapping construction activities performed by others. Incorporate the stated milestones and constraints into the Cost-Loaded Network Analysis Schedule (NAS) required in Section 01 32 17.00 20 and herein required Work Sequencing and Preparation Plan. ( Revi sed vi a Amendment 08)
d. During the phased work of this project, occupied portions of Building s 242 and 72 must remain fully operational including, but not limited to, the following utilities: plumbing, heat, ventilation, air conditioning, fire suppression, fire alarm, electrical power, communications systems, and security systems.
e. Building s on the Portsmouth Naval Shipyard, including Building 72, are historic facilit ies and require special coordination to have limited impact on the historic fabric and character defining features of the structure. Work must comply with the SECRETARY OF THE INTERIOR'S
01 11 00.00 22 Page 2
1.2.2.a DELETED via PPI 114.
STANDARDS FOR THE TREATMENT OF HISTORIC PROPERTIES.
f. The Government may require and will provide escorts for the Contractor while working inside all buildings. Coordinate with the Contracting Officer to confirm which buildings require escorts and to schedule escorts. The project schedule developed in accordance with Section 01 32 17.00 20 COST-LOADED NETWORK ANALYSIS SCHEDULES (NAS) will be used to coordinate required escorts. Notify Contracting Officer weekly of escorts required for the subsequent three weeks of work.
1.2.3 Location
The work is located at the Portsmouth Naval Shipyard in Building 72 and Building 242. Note the "Project Site" is the specific area of construction within the limits of work as defined by the contract documents.
1.3 PROJECT SEQUENCING REQUIREMENTS
Provide Work Sequencing and Preparation Plan indicating how the work is to be accomplished. The intent of this Plan is to show the Government that a complete understanding of the project requirements inclusive of sub-contracted work are understood. The Plan must be carefully prepared and must include every aspect of the project including outages that will be required to support the construction and how it is to be accomplished with an absolute minimum of disruption to Government operations and adjacent and overlapping construction activities by others, locations and draft schedules as described on project drawings. Greater detail of Project RM23-0024 Berth 4 and 5 Structural Repairs phasing/staging is included herein via Section 01 11 00.00 22 Attachment A. ( Par agr aph added vi a Amendment 08)
1.4 OCCUPANCY OF PREMISES
All buildings will be occupied during performance of work under this Contract. At a minimum, identify all building occupancies three weeks in advance on the 3-week look-ahead schedule.
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. While the building is occupied, life safety measures and access to egress components must be maintained. Provide temporary egress lighting, emergency lighting, fire alarm, and fire protection systems along paths of egress.
1.5 EXISTING WORK
Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.
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.
1.6 LOCATION OF UNDERGROUND UTILITIES
Verify location of underground utilities in accordance with Section
01 35 26.00 22 GOVERNMENTAL SAFETY REQUIREMENTS (PWD ME).
01 11 00.00 22 Page 3
1.6.1 Notification Prior to Excavation
Notify the Contracting Officer at least fourteen ( 14) working days prior to starting excavation work. See Section 01 35 26.00 22 GOVERNMENTAL SAFETY REQUIREMENTS (PWD ME) and attachments for Dig Safe requirements.
1.7 SALVAGE MATERIAL AND EQUIPMENT
Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area located on the Portsmouth Naval Shipyard.
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 of property control that is approved by the Contracting Officer. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.
1.8 BENEFICIAL O CCUPANCY R EQUIREMENTS
All work elements identified as "Required for Facility Delivery (BOD)" included in Section 01 30 00.00 22 ADMINISTRATIVE REQUIREMENTS (PWD ME) Appendix A must be completed and accepted by the Contractor's QC Manager prior to submitting the form to the NAVFAC PWD ME Construction Manager for NAVFAC PWD ME signatures.
The Contractor must submit the completed NRZ Checklist with the required documentation no later than ten (10) working days prior to requesting the Government take Beneficial Occupancy.
Failure of the contractor to verify all work and provide the required documentation will delay the processing of acceptance of Beneficial Occupancy.
PART 2 PRODUCTS
Not used.
PART 3 EXECUTION
Not used.
-- End of Section --
01 11 00.00 22 Page 4
A
SYL
SYL
DISK
SY
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FIRE LANE
SW
L
MH
VP
ZONE 2
ZONE 3
B178
B238
B242
B91
BERTH 5
BERTH 4
PORT SECURITY
BARRIER
CONNECTION
(SEE NOTE 17)
EXISTING FIRE HYDRANT
(MAINTAIN REQUIRED
CLEARANCE FOR FD ACCESS)
ZONE 1 AND 2 DESIGNATED SOIL STOCKPILE
AREA (FOR EXCAVATION WITHIN OPERABLE
UNIT 1), REFER TO HAZARDOUS MATERIAL
GENERAL NOTES ON SHEET H-001
ZONE 1
ZONE 4
ZONE 5
OU1 (IR SITE) BOUNDARY
OUT
SID
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ITE
INS
IDE
IR
SI
TE
PEDESTRIAN ACCESS LANE (TYP, NOTE 2)
ACTIVE FIRE LANE (TYP, NOTE 1)
ROLL-OFF DUMPSTER
AREA (SEE NOTE 19)
CONTRACTOR TRAILER, NOTE 14
GRAPHIC SCALE
CHECK GRAPHIC SCALE BEFORE USING
OVERALL WORK AND ZONING PLAN
PLAN
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05/08/2026
GENERAL SHEET NOTES
1. A 20 FOOT WIDE FIRE LANE TO THE WORK ZONE AND THROUGH THE ACTIVE
AREAS OF BERTH 4, BERTH 5, B238, AND B178 MUST BE MAINTAINED AT ALL
TIMES DURING CONSTRUCTION. THE CONTRACTOR MUST NOT STORE ANY
MATERIAL IN THIS AREA. CONTRACTOR TO PROVIDE ACCESS THROUGH
WORK ZONES TO THE EXTENT PRACTICAL.
2. A 3 FT WIDE PEDESTRIAN LANE MUST BE MAINTAINED ACROSS THE DD2
CAISSON AND TO B238 AND B242 ACCESS POINTS AT ALL TIMES.
3. INSTALL PORTABLE CONSTRUCTION FENCE & CONSTRUCTION BARRIER
SIGNAGE AROUND ZONED WORK PERIMETER PRIOR TO STARTING ANY WORK.
4. WHERE FALL HAZARD POTENTIAL IS PRESENT, ALL WORKERS MUST BE
EQUIPPED WITH PROPERLY SERVICED FALL-PREVENTION PPE IN
ACCORDANCE WITH THE LATEST OSHA AND EM 385 STANDARDS.
5. PHASING MUST BE COMPLETED IN THE FOLLOWING SEQUENCE: ZONE 1,
ZONE 2, ZONE 3B, ZONE 4B, ZONE 5, ZONE 3A, ZONE 4A. KO TO ADVISE
WINDOW(S) AT WHICH ZONED AREA(S) MAY BE OCCUPIED TO SUPPORT
WORK. SEE OUTAGE SHEET G-108 FOR ANTICIPATED OUTAGES.
6. ROAD OUTAGE REQUESTS MUST BE SUBMITTED TO THE KO FOR APPROVAL
PRIOR TO ZONE OCCUPATION.
7. THE DURATIONS FOR WHICH ZONES ARE COMPLETELY OCCUPIED BY THE
CONTRACTOR MUST BE MINIMIZED TO THE GREATEST EXTENT PRACTICABLE.
8. WATERSIDE WORK IS NOT PERMITTED WITHIN 100 FEET OF A BERTHED
VESSEL AND 25 FEET FROM A GOVERNMENT BARGE. LANDSIDE WORK IS NOT
PERMITTED WITHIN 50 FEET OF A BERTHED VESSEL. THE CONSTRUCTION
SCHEDULE MUST BE COORDINATED WITH THE SHIPYARD'S BARGE AND
VESSEL BERTHING SCHEDULE. THIS INCLUDES KEEPING CONTAINMENT
BOOMS A MINIMUM OF 100 FEET CLEAR OF A BERTHED VESSEL AND 25 FEET
FROM A GOVERNMENT BARGE. CONTRACTOR MAY BE REQUIRED TO MOVE
WATERSIDE EQUIPMENT FOR UP TO 5 DAYS FOR PORT OPS TO OCCUPY FOR
UNDOCKING/DOCKING OF VESSELS. PNSY WILL PROVIDE MINIMUM 3 WEEKS
NOTICE FROM PNSY. ASSUME THIS MAY OCCUR UP TO 3 TIMES DURING THE
DURATION OF THE CONTRACT.
9. VISIBILITY AND POWER TO ALL SECURITY SIGNS MUST BE MAINTAINED AT
ALL TIMES. IF A SIGN NEEDS TO BE MOVED TEMPORARILY TO ACCOMMODATE
CONSTRUCTION, COORDINATE WITH THE CONTRACTING OFFICER.
10. FENCING MUST BE PROVIDED SURROUNDING CONSTRUCTION AREAS.
11. CONTRACTOR MUST SUPPLY ADEQUATE BARGE FENDERING TO THE
SATISFACTION OF THE KO.
12. ACCESS TO OVERHEAD DOORS AND PEDESTRIAN DOORS AT ALL EXISTING
BUILDINGS MUST BE MAINTAINED AT ALL TIMES FOR EGRESS PURPOSES.
13. COORDINATE ADJACENT WORK WITH KO.
14. BERTH 4 AND 5, BUILDING 178, BUILDING 238, AND BUILDING 91 ARE
CONTRIBUTING RESOURCES TO THE PNSY HISTORIC DISTRICT. LAYDOWN
AREAS AT SUBSEQUENT STRUCTURES MUST BE PROTECTED TO THE
SATISFACTION OF THE KO.
15. CONTRACTOR MUST COMPLETE REQUIRED DOCUMENTATION OF HISTORICAL
STRUCTURES PRIOR TO PERFORMING DEMOLITION WORK. SEE PROJECT
SPECIFICATIONS SECTION 01 44 01.00 22 AND 02 42 91.
16. THIS DRAWING SHEET IS A COLORED PLAN. PRINTED COPIES MUST BE IN
COLOR. BLACK AND WHITE COPIES ARE NOT PERMITTED.
17. PORT SECURITY BARRIER MUST REMAIN INTACT AND SECURING THE BASIN
THROUGHOUT THE DURATION OF THE PROJECT. THE CONTRACTOR MUST
PROVIDE A TEMPORARY LANDSIDE CONNECTION POINT FOR THE EXISTING
PORT SECURITY BARRIER (PSB) DURING PHASE 2 WORK. THE CONNECTION
POINT MUST ALLOW FOR PSB MOVEMENT THROUGH THE MAXIMUM TIDAL
RANGE, AND HAVE AN ALLOWABLE LATERAL WORKING LOAD OF 10 TONS. THE
LOCATION AND TYPE OF THE CONNECTION POINT MUST ENSURE THAT NO
MORE THAN A 4-FT HORIZONTAL GAP IS LOCATED BETWEEN THE PSB AND
THE BERTH 4 SEAWALL. SUBMIT PROPOSED CONNECTION AND PSB
CONNECTION SWITCH-OVER PLAN TO THE CONTRACTING OFFICER FOR
APPROVAL.
18. SOILS EXCAVATED FROM OUTSIDE THE IR SITE BOUNDARY ARE NOT TO BE
STOCKPILED WITHIN THE IR SITE BOUNDARY.
19. CONTRACTOR MUST PROVIDE PNSY UNOBSTRUCTED ACCESS TO ROLL OFF
DUMPSTER AREA AS NECESSARY FOR DUMPSTER REPLACEMENT. PNSY WILL
PROVIDE A MINIMUM OF 24 HRS NOTICE FOR DUMPSTER REPLACEMENT.
CONTRACTOR MUST SECURE THE WORK AREA, AND COVER OPEN TRENCHES
WITH ROAD PLATES OR OTHER MEANS SO THAT PNSY CAN SAFELY ACCESS
AND REPLACE THE DUMPSTERS.
238 242
91 333
DD2
BERTH 4
BE
RTH
KEY PLAN
LEGEND
ZONE 1A WORK AREA
ACTIVE FIRE LANE
ZONE 1 AND 2 DESIGNATED
SOIL STOCKPILE AREA FOR
EARTHWORK WITHIN IR
SITE (OU1)
ZONE 1B WORK AREA
ZONE 2A WORK AREA
ZONE 2B WORK AREA
ZONE 3A WORK AREA
ZONE 3B WORK AREA
ZONE 4A WORK AREA
ZONE 4B WORK AREA
ZONE 5 WORK AREA
PEDESTRIAN ACCESS LANE
SECTION 01 11 00.00 22, ATTACHMENT A
RM24-0023 BERTH 4 AND 5 STRUCTURAL
REPAIRS, OVERALL WORK AND ZONING
PLAN DRAWING
SCHEDULE OF ACTIVITIES:
WORK ZONE SCHEDULES ARE DESCRIBED ON
P-1112 DRAWING GC100A (INITIAL ISSUE VIA
AMENDMENT 08).
| 01 11 00.00 22 - SUMMARY OF WORK PWD ME |
| PART 1 GENERAL |
| 1.1 SUBMITTALS |
| 1.2 WORK COVERED BY CONTRACT DOCUMENTS |
| 1.2.1 Project Description |
| 1.2.2 Project Sequencing Requirements |
| 1.2.3 Location |
| 1.3 PROJECT SEQUENCING REQUIREMENTS |
| 1.4 OCCUPANCY OF PREMISES |
| 1.5 EXISTING WORK |
| 1.6 LOCATION OF UNDERGROUND UTILITIES |
| 1.6.1 Notification Prior to Excavation |
| 1.7 SALVAGE MATERIAL AND EQUIPMENT |
| 1.8 BENEFICIAL OCCUPANCY REQUIREMENTS |
| PART 2 PRODUCTS |
| PART 3 EXECUTION |
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