A2)_CPF_SOW_-_FireStations_28_Nov_17_STT.pdf

Scope of Work 6 November 2017

Revision 01 Revision Date: 28 November 2017

Procurement and Installation of Temporary Structures

To provide living quarters at Fire Station Tango and Zulu in the U.S. Virgin Islands

1 SYNOPSIS. The objective of this scope of work (SOW) for the acquisition and installation of temporary structures to meet the needs for supporting public facilities that were destroyed or severely damaged due to the destruction created by Hurricane Irma and Hurricane Maria. The temporary structures shall be used to support living quarters at Fire Stations.

1.1 Existing Conditions. The U.S. Virgin Islands were impacted by Hurricane Irma and Hurricane Maria, during which multiple public facilities were destroyed or severely damaged. The availability of space for the placement of structures are limited and each location has differing site conditions that vary from placing structures on paved parking lots to having to clear, grub, and grade the site prior to placing any structures.

1.2 Salient Characteristics. All temporary structures shall meet the following requirements:

1.2.1 Structures shall comply with all applicable local and international building, plumbing and electrical codes for temporary structures including but not limited to the most recent edition of the International Building Code (IBC), National Fire Protection Association (NFPA), the Uniform Plumbing Code (UPC), and Uniform Federal Accessibility Standards (UFAS) compliant.

1.2.2 The structures shall be designed in compliance with the American Society of Civil Engineers 7 (ASCE 7-16) standard: Minimum Design Loads and Associated Criteria for Buildings and Other Structures and American Society of Heating, Refrigerating, and Air Conditioning Engineers

(ASHRAE).

1.2.3 Structures shall be insulated to slow heat transfer from outside hot climate to inside controlled climate.

1.2.4 Structures shall be rated for seismic zone 4.

1.2.5 For modular structures, no lattice skirting will be allowed. Skirting shall be aesthetically pleasing and mimic the appearance of a building on a foundation.

1.2.6 The facility shall include sleeping quarters for seven emergency responders with at least one of the quarters separated from the others, a common area, and a small dining area. The facility shall also include a kitchen area with a sink, a stove/oven, refrigerator/freezer, microwave oven, two bathroom sinks, two toilets, two shower, and back-up generator.

1.2.7 All sleeping quarters and bathroom areas shall have hard walls, doors and standard 8’ ceilings.

1.2.8 The bathrooms facilities (sink, toilet, and shower) shall be designed in such a way as to provide privacy for male and female fire fighters.

1.2.9 Structures shall include an entry point and separate exit point to address emergency ingress/egress requirements.

1.2.10 Contractor shall install HVAC systems properly sized for the structure accounting for the interior layout that meets the salient characteristics.

1.2.11 Structures shall include a fire suppression system.

1.2.12 Structures shall be furnished in accordance with function. Bunk beds are not allowed per OSHA.

2 SCOPE.

2.1 Execution of work shall be in accordance with the SOW, and in accordance with the applicable national and local codes and standards for installations of this type.

2.2 Contractor shall supply all equipment, materials, documentation and labor required to perform the requirements of this SOW. Upon completion of work, Contractor shall turn over complete and usable structures to the Government as described in this SOW.

2.3 All site debris cleared from sites and all installation related debris shall be removed and disposed of as required by local regulations. Debris shall not be placed at the side of the road for local emergency recovery debris removal contractors to remove.

2.4 This is an emergency response/recovery effort, therefore the execution work schedule shall be developed based on a work week of 7 days per week.

2.5 All personnel installing the temporary structures shall be certified by the manufacturer. The contractor shall utilize the local workforce to the greatest extent possible except for key personnel essential to manage the projects and certified personnel required to install the structures.

2.6 The contractor shall be able to staff and work multiple installation actions concurrently.

2.7 The Contractor shall execute the following tasks for each location identified in this SOW. Site Specific information is provided in Attachment A.

2.7.1 Task A: Conceptual Design, Planning, and Layout. Contractor shall provide conceptual designs of the site layout, utility plans, and structure floorplans based on the site specific information provided for each location in the associated attachments. Conceptual design shall be submitted to the Government for review and approval within 5 days of notice to proceed.

No on-site work may be started prior to approval of the individual conceptual design.

2.7.2 Task B: Site Preparation. Each location is identified in Attachment A. The specific attachment provides information regarding site preparation, associated pictures, and requirements for the individual location.

2.7.3 Task C: Utility Connections: Contractor shall make all utility connections as required. The approximate location of available utilities are identified in the associated site specific attachment.

All structures shall be connected to local power grid in accordance with local and national codes. In cases where local power is still not available, the contractor shall prepare for connection to local power once it is restored. The local provider of power is Virgin Islands Water and Power

Authority (WAPA).

The contractor shall provide a redundant/generator power system for each location to ensure the installed structures will have adequate generated power if local prime power fails. The generator shall have an automatic transfer switch that will transfer the structures from prime power to generator power within 10 seconds of prime power failure. The generator shall be properly sized to address all power requirements of the systems being installed by the contractor and additional power associated with typical appliances such as TV, Refrigerator, and Ovens. The generator shall be diesel powered.

The structure shall be connected to local water supply. Unless otherwise noted in the site specific attachments, the local water provider is

WAPA. For any location that does not have local water, the contractor shall connect the structure to the identified water cistern.

The structure shall be connected to the local wastewater system or an existing septic system. Connections to the local wastewater system shall be in accordance with the local provider.

2.7.4 Task D: Procurement of Temporary Structures and Interior Walls/Flooring/Lighting: Contractor shall procure/manufacture the required temporary structure to fit within the area identified for each location below and include the interior requirements of the salient characteristics. All flooring shall be able to withstand normal foot traffic and furniture, beds, appliances, and desks. Contractor shall install interior lighting systems and power stations as recommended by the manufacture for the identified uses and interior layouts A conceptual layout has been provided in Attachment B. This is to be used as a reference guide.

2.7.5 Task E: Transport and Installation of Temporary Structures: Contractor shall transport the temporary structure to the required location and install all structures to the manufacturer’s specified requirements using certified installers at the approved location. Installation of temporary structure shall include the required HVAC.

2.7.6 Task F: Maintenance Plan, Training and Supplies:

Maintenance Plan: Contractor shall provide user manuals and detailed maintenance plans for the temporary structures and all equipment installed including; HVAC systems and Generators. The contractor shall be required to provide printed literature on the structures and provided equipment to include but not limited to: Maintenance cycle, warranty card, CD, and all requisite information for maintenance in a training binder.

Training: The contractor shall provide training for end user maintenance staff or onsite personnel on proper maintenance of the temporary structures, installed equipment and generator. The training course shall be provided in person by the contractor to the on-site maintenance personnel.

The purpose of this instruction will be to train and familiarize personnel in maintenance of the facilities and the component systems

Supplies: The contractor shall provide for three months’ worth of materials required for maintenance to include things such as filters, generator oil, and all other items necessary for routine maintenance.

3 SUMMARY OF REQUIREMENTS.

3.1 CLIN 0001: Tango Company Fire Station, St. Thomas

3.1.1 General Site Information: Attachment A provides general site information and conceptual layout for the Tango Company Fire Station, St. Thomas.

Attachment A also includes pictures of the current location and a Google Earth overview. The proposed area for the temporary structure is approximately 24’ x 60’. The GPS coordinates for the Tango Company Fire Station location are: 18.34991667°, -65.01075°. The required tasks for the Tango Company Fire Station are:

Task A: Conceptual Design, Planning, and Layout.

Task B: Site Preparation.

Task C: Utility Connections.

Task D: Procurement of Temporary Structures and Interior

Walls/Floors/Lighting.

Task E: Installation of Temporary Structures.

Task F: Maintenance Plan, Training and Supplies.

3.2 CLIN 0002 (Optional): Zulu Company Fire Station, St. John

3.2.1 General Site Information: Attachment A provides general site information, specific structure size for the Zulu Company Fire Station, St.

John. Attachment A also includes pictures of the current location and a google earth overview. The GPS coordinates for the Zulu Company Fire Station location are: 18.33013889°, -64.79308333°

Task A: Conceptual Design, Planning, and Layout.

Task B: Site Preparation.

Task C: Utility Connections.

Task D: Procurement of Temporary Structures and Interior

Walls/Floors/Lighting.

Task E: Installation of Temporary Structures.

Task F: Maintenance Plan, Training and Supplies.

4 Safety. Work shall be performed in accordance with United States Army Corps of Engineers Safety and Health Requirements Engineering Manual (EM) 385-1-1. Guidance for preparing safety plans is contained in EM 385-1- 1 which is available electronically at URL www.hnc.usace.army.mil. Select TECHINFO, and then select Engineer Manuals to find EM 385-1-1.

4.1 Accident Prevention Plan (APP). The Contractor shall be responsible for preparing an Accident Prevention Plan. The APP shall be submitted to USACE within five (5) days of contract award. The APP shall be accepted by USACE prior to mobilization for on-site work. The APP shall be prepared in accordance with the requirements of EM358-1-1, Safety Health Requirements Manual.

4.2 Site Safety and Health Officer. The Contractor shall employ a minimum of one Competent Person at the project site to function as the Site Safety and Health Officer (SSHO). The primary SSHO shall be a direct hire employee of the prime Contractor. The duties of the SSHO may be fulfilled as an additional job site responsibility (dual hat) by the Competent Person; however, these collateral duties shall not overcome, inhibit or restrict the effective administration of the Safety and Health Program. An additional field SSHO working under the primary SSHO can be approved at the discretion USACE Safety Office, and is not required to be a direct hire employee of the prime.

The Contractor shall declare in the APP and demonstrate, through training documentation, that the SSHO/Alternate SSHO meet the requirements of EM 385-1-1, 01.A.17. The SSHO or Alternate SSHO is required to be onsite at all times during the performance of work.

5 Warranty. Contractor shall provide a minimum one year manufacturer’s warranty for all systems installed under the contract. Warranty shall include standard parts and labor for all components installed during this contract. The contractor shall identify in writing any conditions that are placed on the execution of the warranty. The warranty shall commence upon Government acceptance and beneficial occupancy.

6 Quality Assurance (QA). The Government will perform QA of the Contractor's performance under this contract. The Government will conduct QA inspections on all phases and types of work performed. The Government reserves the right to perform QA inspections at any time.

7 Period of Performance. The Work shall be completed within 45 days of NTP.

http://www.hnc.usace.army.mil/

ATTACHMENT A

PROPOSED SITE LOCATION – Fire Station Tango

The area where temporary structure is to be placed is approximately 24’ x 60’ and is paved with asphalt. There are water cisterns that will be used for providing water for bathroom/showers and kitchen sink. Cistern water will not be used for drinking water. The Fire Department personnel identified a septic system tie in to the rear of the existing building.

Fire Station Tango Proposed Location – St Thomas

Fire Station Tango – Area for Temporary structure looking south

Fire Station Tango – Looking West

PROPOSED SITE LOCATION – (Optional Task) Fire Station Zulu The area where temporary structure are to be placed is approximately 24’ x 60’ and is currently a baseball field. There is local power, water, and sewer available that the contractor shall be required to tie into.

FS Zulu Proposed Location – St. John

Fire Station Zulu – Baseball Field

Fire Station Zulu

Fire Station – Zulu

ATTACHMENT B

Conceptual Modular Structure Layout

Imagery ©2017 CNES / Airbus, DigitalGlobe, Google, Map data ©2017 Google 200 ft

Drive 280 m, 1 minN Shore Rd, St John 00830, USVI to Route 104, St John 00830, USVI

Page 1 of 1N Shore Rd, St John 00830, USVI to Route 104, St John 00830, USVI - Google Maps

11/25/2017https://www.google.com.pr/maps/dir/18.3319812,-64.7937011/18.3299826,-64.7931181/...

Imagery ©2017 Google, CNES / Airbus, DigitalGlobe, Data SIO, NOAA, U.S. Navy, NGA, GEBCO, Map data ©2017 Google

2000 ft

Drive 8.8 km, 16 min103 Subbase Rd, St Thomas 00802, USVI to Fire Station, St. Thomas, USVI

Page 1 of 1103 Subbase Rd, St Thomas 00802, USVI to Fire Station, St. Thomas, USVI - Google Ma...

11/25/2017https://www.google.com.pr/maps/dir/18.3331926,-64.9534484/Fire+Station,+St.+Thoma...