SOW .doc

Statement of Work for:

Renovate/Alter 301 Services Building 3341

(Project DDPM 11-0026) Contents 2I. Scope of Work:

6II. Applicable Documents:

6References:

6General Air Force Design Guidance

6Industry Standard Guidance

6Unified Facilities Criteria (UFC)

7Engineering Technidal Letters (ETL)

7Unified Facilities Guidance Specifications

8State Standards

8Whole Building Design Guide (WBDG)

8Code of Federal Regulations (CFR)

8National Fire Protection Association (NFPA)

9III. Requirements:

9Schedule Of Material Submittals (Attached)

9Materials:

10IV. Execution

10Preparation:

11Performance:

12Drawings Accompanying Specifications:

12Waste:

12Site Visitation:

12Time Of Completion:

13Figure A. Project Location

14Figure B. Project Work Location (Satellite View)

15Figure C. Project Paving Overview

16Figure D. Existing and Planned New

17Figure E. Concept Plan with Proposed Systems Furniture

18Figure F. Partial Detailed Concept with Proposed Reconfigurations

19Figure G. Site Images (Sheet 1)

20Figure H. Site Images (Sheet 2)

21Figure I. Suggested Fire Suppression/Range Hood Product

22Figure J. Concept Plan with Proposed Project Options

23Figure K. Air Force Federal Mandates Quick Reference

24Figure L. High Performing Sustainable Building Guidance Quick Reference

25Figure M. 301 BCE Minimum Renovation Standards

I. SCOPE OF WORK:

1. Contractor to provide all engineering, design, equipment, material, and labor to renovate approximately 1800 square feet of administration space in Building 3341 to house up to thirty (30) personnel, provide 30 x 50 feet of outside cover for deployment assets and paved driveway access to outside storage as follows:The project includes renovation/repair of Building 3341 to incorporate Federal Requirements for High Performance Sustainable Buildings standards relevant to this scope of work and to pursue, at minimum, the Leadership in Energy and Environmental Design (LEED) Silver level.

1.1. Submit engineering design analysis, drawings and specifications detailing the execution of the concepts in this statement of work. Once approved by the Government Contracting Officer (CO), the construction phase may begin.

1.2. Building 3341 has sustained extensive water damage from a few inches of standing water from a water main break originating in the kitchen Room 1003. As a result Building 3341 also suffers from pest infestations and non-toxic mold in and on the walls. Renovation of Building 3341 shall consist of the following:

1.2.1. Renovate the heating, ventilation and air conditioning (HVAC) systems to replace existing systems with new Energy Star rated components (See Figure E).

1.2.1.1. Demolition to include but not limited to plumbing, concrete pads, air handling units (AHUs), exhaust fans, ducts, diffusers, controls, sheetrock and insulation up to 4 feet high in mechanical Room 1004, and ceilings.

1.2.1.2. Renovation to include but not limited to:

1.2.1.2.1. New plumbing

1.2.1.2.2. New 15 SEER or better heat pump system with emergency and supplemental electric heat

1.2.1.2.3. New air handling units (AHUs)

1.2.1.2.4. New exhaust fan(s)

1.2.1.2.5. New insulated supply and return air ducts

1.2.1.2.6. New return air grills and supply air diffusers with butterfly dampers

1.2.1.2.7. New controls (4 zones minimum)

1.2.1.3. Enlarge mechanical space (reducing size of Room 1007) to accommodate maintenance space required for new HVAC components.

1.2.1.3.1. New sheetrock and new insulation, new ceiling with R-30 insulation, and painted refinished walls in existing and enlarged mechanical space Room 1004.

1.2.1.4. Provide separate space for communications and HVAC controls.

1.2.1.4.1. New room for Communications Server and HVAC controller shall be a minimum of 25 net square feet and at least 4 net feet wide.

1.2.1.4.2. Appropriate cooling shall also be provided as required for the equipment.

1.2.2. Renovate Rooms 1003 and 1008 (See Figures D, E and F).

1.2.2.1. Demolition to include but not limited to plumbing, floors, cabinets, fixtures, floor coverings, sheetrock and insulation up to 4 feet high, and ceilings.

1.2.2.1.1. Room 1008 will be removed in its entirety to be enlarged to house laundry and more storage.

1.2.2.2. Renovation to include but not limited to new GFCI electrical, new high efficiency T5 lighting, new plumbing, new floor drains, new fixtures, new floor coverings, new sheetrock and insulation up to 4 feet high, new ceiling and insulation, and painted finished walls.

1.2.2.2.1. Provide opposing pocket doors and partition to define and enlarge Room 1008 to accommodate existing relocated washer and dryer.

1.2.2.2.2. Provide and install new electric range and micro-hood (microwave with exhaust hood and fan for range) with code compliant fire suppression system (See Figure G).

1.2.2.2.3. Provide and install new kitchen cabinets, new kitchen counters, new kitchen sink with garbage disposal and GFCI duplex receptacles.

1.2.2.2.4. Provide and install new three compartment stainless steel sink similar to existing with stainless steel side boards for dish drainage.

1.2.2.2.5. Install existing commercial ice machine to include new dedicated electrical service, micro-filtered water supply and drain.

1.2.3. Renovate the restroom area Rooms 1005 and 1006 to provide two fully ADA accessible restrooms and an ADA accessible recessed drinking fountain(See Figures D, E and F).

1.2.3.1. Demolition to include but not limited to plumbing, floors, cabinets, fixtures, floor coverings, sheetrock and insulation up to 4 feet high, and ceilings.

1.2.3.2. Renovation to include but not limited to GFCI electrical circuits, new lighting, new plumbing, new fixtures, new ceramic floors, new sheetrock, insulation and ceramic wall tiles up to 4 feet high, new ceiling and insulation, and painted refinished walls above 4 feet.

1.2.3.2.1. Existing restroom doors (2) shall be undercut as necessary to ensure 0.5 to 0.75 inch bottom clearance for ventilation.

1.2.3.2.2. Restrooms shall have 75 – 100 cfm of exhaust and shall not be heated or cooled except as occurs naturally with its make-up air.

1.2.4. Renovation (See Figures D and E) of all other spaces (Rooms 1000, 1001, 1002, 1007 and 1009) shall include:

1.2.4.1. Remove existing accordion door and install new opposing pocket doors to partition and define conference Room 1007 (See Figures D and E).

1.2.4.2. Extend wall and install new pocket door and partition to define and enclose space currently occupied by a large commercial refrigerator and future colocation of a standard refrigerator (See Figures D and E).

1.2.4.3. Refinishing walls, doors and trim as submitted on a room schedule and approved by the CO.

1.2.4.4. All drop ceilings, lights and HVAC diffusers shall be replaced.

1.2.4.4.1. New drop ceilings shall be 2x2 grid system with acoustical panels and R-30 insulation.

1.2.4.4.2. All lighting and HVAC devices shall conform to the grid and shall not extend below the surface. General lighting shall be 2x2 high efficiency recessed fluorescent with T5 (4100-6500K) tubes and shall be controlled by switching for 0-50-100% illumination.

1.2.4.5. Existing data and communications wires shall be replaced with new and routed to new server location for termination by qualified and CO approved subcontractor.

1.2.4.5.1. New data (est. 11 in Room 1007 and 12 in Room 1009)and communications (est. 1 in Room 1007 and 6 in Room 1009) shall be provided from new server location in sufficient lengths to accommodate proper terminations in the systems furniture plan.

1.2.4.6. Fire protection and detection system components shall be inspected and replaced as required to ensure safe, reliable and code compliant operations.

1.2.5. Install side walls on existing front door awning structure to provide protection against blowing wind and rain and better temperature control for the reception area. Walls shall match Building 3341 siding or 14” clear Plexiglas or Lexan material.

1.3. Provide 30 x 50 feet of outside cover for 301 Services deployment assets (See Figure J).

1.3.1. Demolition to include but not limited to the fence enclosing existing 30 x 30 area, existing cover, beams and columns (See Figures G and H).

1.3.2. Renovation to include but not limited to:

1.3.2.1. Enlarge existing paved area to accommodate a pre-engineered 30 x 50 feet carport-type structure to be anchored to the existing and new paved areas.

1.3.2.2. Provide and install near the East side of Bldg 3341 a (submitted and CO approved) pre-engineered 30 x 51 feet carport-type structure with closed ends and closed East side. Walls shall closely match Building 3341 siding.

1.3.2.2.1. Gutters (~100 feet) and downspouts (~8 each or ~80 feet) shall be installed and the area landscaped to rout rain water away from Building 3341.

1.3.2.2.2. Open end shall be on the West side with the other three 10” high walls enclosed.

1.3.2.2.3. The north end shall have two 10’ x 10’ garage doors and one personnel door.

1.3.2.2.4. The east side and south end shall each have two windows and one personnel door.

1.3.2.3. Provide and install two 3 x 3 x 1 feet concrete inertia pad submerged in the soil 0.5 feet with 0.5 feet above finished grade for reception of the refrigerator/ freezer condenser units (See Figure D).

1.3.2.4. Relocate two large walk-in refrigerator/ freezer units from their locations next to Bldg 3341 to East side of the outside covered area.

1.3.2.4.1. Remove existing electrical and provide new electrical service with new electrical disconnects mounted on the East Wall of the carport-type structure and reconnect to refrigerator /freezer units.

1.3.2.4.2. Relocate existing condenser units to new pads, provide connections, leak test and recharge.

1.3.2.4.3. Provided temporary freezer/cooling unit(s) during the relocation of the units.

1.4. Provide paved access to outside storage (Paragraph 1.3) as follows:

1.4.1. Provide properly graded and paved (concrete) slab over existing graveled driveway.

1.4.1.1. Outside paved storage area shall be approximately 30 feet wide by 72 feet long running nearly north and south in line with the existing outside storage.

1.4.1.2. Outside paved storage area shall be engineered for fully loaded delivery trucks (10 wheels or less) and full access by a pallet jack with loaded pallet.

1.4.1.3. Apron connecting to outside storage pad (Paragraph 1.3) and shall slope down away from it.

1.4.1.4. Apron connecting to the existing parking lot shall slope down away to it.

1.5. Contractor shall perform any associated work required to bring existing facility into conformance with this Scope of Work.

1.5.1. The associated work may include but is not limited to: replacement of deteriorated structural members around doors and windows, caulking, insulation, minor electrical repairs, fire proofing, exterior and interior touch-up and relocation of in-the-ground utilities.

2. Add/Alternate8. Provide 12’ x 45’ paved driveway (See Figure J).

2.1. Driveway to run approximately east and west at the north end of Building 3341 connecting the West parking lot to the paved access to outside storage pad (Paragraph 1.4).

2.2. Driveway shall be engineered for fully loaded delivery trucks (10 wheels or less) and full access by a pallet jack with loaded pallet.

3. Add/Alternate9.Provide and install additional (submitted and CO approved) pre-engineered 30’ x 51’ covered carport type structure. Walls shall closely match Building 3341 siding.

3.1. Structure shall be located at the north end of the 30‘ x 72’ outside paved storage slab (Paragraph 1.4).

3.2. Gutters (~100 feet) and downspouts (~8 each or ~80 feet) shall be installed.

3.3. Open end shall be on the South side with the other three 10” high walls enclosed.

3.4. The north end shall have two 10’ x 10’ garage doors and one personnel door.

3.5. The east and west sides shall each have two windows and one personnel door.

3.6. Provide a 5 foot high security fence between the enclosures with relocated gate at driveway side (west).

II. APPLICABLE DOCUMENTS:

REFERENCES:

1. The publications listed below form a part of this specification to the extent applicable. Compliance with listed and all other applicable documents is a requirement of the designers.

GENERAL AIR FORCE DESIGN GUIDANCE

US Green Building Council LEED 2009 Minimum Program Requirements for Silver level certification

MIL_HDBK_419A

GROUNDING, BONDING AND SHIELDING FOR ELECTRONIC EQUIPMENTS AND FACILITIES

Air Force Facility Excellence Guide

Air Force Interior Design Guide

INDUSTRY STANDARD GUIDANCE

SMACNA

HVAC Duct Construction Standards (Sheet Metal and Air conditioning Contractors National Association)

ASHRAE 90.1

Energy Standard for Buildings Except Low-Rise Residential Buildings

ASHRAE 90.2

Energy-Efficient Design of Low-Rise Residential Buildings

UNIFIED FACILITIES CRITERIA (UFC)

UFC 1-200-01

General Building Requirements (8/10)

UFC 3-110-03

Roofing

UFC 3-110-04

Roofing Maintenance and Repair and referenced Applicable

UFC 3 120 10

Interior Design

UFC 3 190 06

Protective Coatings and Paints

UFC 3-210-02

POV Site Circulation and Parking

UFC 3-270-01

Asphalt Maintenance and Repair

UFC 3-301-01

Structural Engineering

UFC 3 500

Electrical

UFC 3-580-01,

Telecommunications Building Cabling Systems Planning and Design Regulation, dated 22 Jun 07.

UFC 3-600-01

Fire Protection Engineering for Facilities (7/09)

UFC 3 410 01fa

HVAC

UFC 3 410 02a

HVAC Control Systems

UFC 03 410 02n

HVAC and Dehumidifying

UFC 3-420-01

Design: Plumbing Systems

UFC 3 430 07

Inspection and Certification of Boilers and Unfired Pressure Vessels.

UFC 3-601-02

Operation and Maintenance of Fire Protection Systems

UFC 4-010-01

DoD Minimum Antiterrorism Standards for Buildings

ENGINEERING TECHNIDAL LETTERS (ETL)

ETL 83 1

HVAC Control System Design

ETL 86 16

Direct Digital Control of HVAC

ETL 90 10

Commissioning of HVAC

ETL 02-12

Communications and Information Systems Criteria for Air Force Facilities, dated 27 Jun 02

ETL 02-15

Fire Protection

UNIFIED FACILITIES GUIDANCE SPECIFICATIONS

UFGS 09 90 00 P

Paints and Coatings

UFGS 21 12 00

Fire Suppression (4/06)

UFGS 21 13 20.00 20

Foam Fire Extinguishing For Aircraft Hangars (11/09)

UFGS 23 05 15

Common HVAC Piping

UFGS 23 52 43.00 10

Heat Recovery Boilers

UFGS 23 52 43.00 20

Low Pressure Water Boilers

UFGS 23 52 33.03 20

Water Tube Boilers

UFGS 28 31 76

Interior Fire Alarm and Mass Notification System (11/08)

UFGS-32 10 00.00 26

Asphalt Concrete Pavement for Vehicular Traffic.

FS TT-P-115

Type I Paint

STATE STANDARDS

Texas State Standards for Erosion and Sediment Control

WHOLE BUILDING DESIGN GUIDE (WBDG)

CODE OF FEDERAL REGULATIONS (CFR)

29 CFR (PART 1910) Occupational Safety And Health Standards

29 CFR (PART 1926) Safety And Health Regulations for Construction

29 CFR 1926.62 OSHA Regulations regarding Lead Paint

40 CFR 61.m National Emissions Standards for Asbestos

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 13 Standard for the Installation of Sprinkler Systems, 2010 Edition

NFPA 70 National Electric Code, 2011 Edition

NFPA 72 National Fire Alarm and Signaling Code, 2010 Edition

III. REQUIREMENTS:

SCHEDULE OF MATERIAL SUBMITTALS (Attached)

1.1 The Contractor shall provide submittals per attached schedule to the CO for approval.

1.1.1 Design and installation drawings may be on B size, 11-in. by 17-in., indicating all work for each unique location as required by CO.

1.1.2 Provide materials data sheets for all materials to be used or installed.

1.1.3 Provide color samples of all materials to be used.

1.2 The Contractor shall complete all inspection and commissioning requirements prior to final inspection.

1.3 The warranty shall be issued in accordance with FAR 52.246.21.

1.3.1 Extended warranties offered by the Contractor and its Subcontractors or suppliers may be accepted at the Government’s discretion.

MATERIALS:

1.4 Material shall be as specified and approved by the CO during the Design process.

1.4.1 Material not definitely specified shall be of quality used for the purpose in commercial practice.

1.4.2 Items not specified but required for the proper installation or repair of a specified item or work shall be provided.

1.4.3 Items shall be of the proper type, size and material for the use intended.

1.5 Contractor Furnished Materials: The Contractor furnished materials shall include all associated equipment and appurtenances required for performing the work and in accordance with the equipment manufacturer's literature.

IV. EXECUTION

PREPARATION:

1.1. Scheduling and Coordination:

1.1.1. Before commencing work on a specific area, the Contractor shall determine that all requirements pertaining to scheduling of the work, the time approved by the Contract Surveillance Representative for commencement of work, and the coordination with the Contract Surveillance Representative are being complied with.

1.1.2. The Contractor shall further determine that all required notices have been given.

1.2. Scheduling and Sequence of Work:

1.2.1. The work shall be completed to minimize interference with the normal functions of the Government activity.

1.2.2. Certain areas will be vacated for a period of time as necessary for the Contractor to perform certain work; however, the remains of the building will be occupied during the course of the work.

1.2.3. Prior to beginning any work, the Contractor shall meet with the Contract Surveillance Representative in order that an approved schedule and sequence of work may be arranged.

1.3. Interruption of Utilities Services:

1.3.1. Interruptions shall be kept to a minimum and shall be at such times and duration as approved.

1.3.2. No interruption shall occur unless scheduled with the Contract Surveillance Representative and approved in advance as to time and duration of such interruption.

1.4. Material, equipment, tools, and workmen shall be scheduled on the site in a timely manner to avoid delay in the work. Items of material shall be inspected to make certain they are in compliance with the specifications and are free from defects and damage.

1.5. Measurements: Before fabrication, obtain necessary field measurements and verify all measurements.

1.6. Protection required to prevent damage to adjacent areas, equipment, fixtures, and finishes shall be provided. Damage to items while accomplishing the work shall be repaired or replaced with new items at no additional cost to the government.

1.7. Existing Work:

1.7.1. Protect existing work which is to remain in place, be reused, or remain the property of the Government.

1.7.2. Repair items that are damaged during performance of the work, to their original condition or replace with new.

1.8. Facilities: Protect electrical and mechanical services and utilities. Where removal of existing utilities and pavement is specified or indicated, provide approved barricades, temporary covering of exposed areas, and temporary services or connections for electrical and mechanical utilities.

1.9. Dust and Debris Control: Prevent the spread of dust and debris to occupied portions of the building and avoid the creation of a nuisance or hazard in the surrounding area. Waste and debris resulting from the work being performed shall be cleaned up daily and promptly removed from the activity.

PERFORMANCE:

1.10. Workmanship: Skilled personnel shall execute in a careful, neat, and proficient manner and in compliance with accepted trade practices and prevailing industry standards. All work, including design, shall be executed in accordance with Unified Facilities Guide Specifications (UFGS), Uniform Mechanical Code (UMC), Uniform Plumbing Code (UPC), International Building Code (IBC), OSHA standards, and specifically 29 CFR 1910 and 29 CFR 1926. All work on this contract shall comply with all Local, State, and Federal Environmental Laws.

1.11. As used herein, “replace” means provide new materials to replace existing or missing materials.

1.12. Minor Materials and Work: Minor materials and work not specifically mentioned herein but necessary for the proper completion of the specified work shall be furnished without additional cost to the Government.

1.13. Unforeseen Major Repairs: Should deteriorated materials of a major nature be uncovered in the course of the work, it shall be brought to the attention of the CO. Repairs shall be made as directed, in writing, and an adjustment will be made in the contract price in accordance with the terms of the modifications.

1.14. Existing Work: Where existing work is changed or removed, or where new work adjoins, connects to, or abuts existing work, the existing work shall be altered as necessary and connected in a substantial and workmanlike manner.

1.14.1. All new work shall match, as nearly as practicable, existing, adjoining, and/or adjacent similar work.

1.14.2. Operations affecting existing work shall be conducted with care not to damage work in place, and all existing work damaged by such operations shall be rectified or replaced without additional expense to the Government.

DRAWINGS ACCOMPANYING SPECIFICATIONS:

1.15. The concept drawings for this project are provided in Figures A through Figure J.

1.16. Design drawings and specifications are a deliverable and submittal requirement.

1.17. Approved drawings and specifications shall become the property of the Government.

WASTE:

1.18. Demolished materials, waste/debris are the property of the Contractor, unless otherwise stated herein; the Contractor is responsible for proper disposal/recycling of such materials off base; such materials shall be promptly removed from the installation and shall not be stored/stockpiled unless submitted and approved for such.

SITE VISITATION:

1.19. Prior to submitting quotations, prospective contractors are invited to visit the site and satisfy themselves as to the character and amount of work to be accomplished. Site visitation may be arranged by the CO.

1.20. The Contractor is responsible for verification of all details, measurement, etc., prior to ordering materials and execution of work.

1.21. Contractors shall inspect all site conditions necessary to base bid.

TIME OF COMPLETION:

1.22. All work shall be completed within 180 calendar days after the notice to proceed.

V. CONCEPT DRAWINGS AND RELATED IMAGES

Figure H. Site Images (Sheet 2)

Figure J. Concept Plan with Proposed Project Options

Figure M. 301 BCE Minimum Renovation Standards

Figure � SEQ Figure \* ALPHABETIC �A�. Project Location

Figure � SEQ Figure \* ALPHABETIC �B�. Project Work Location (Satellite View)

Figure � SEQ Figure \* ALPHABETIC �C�. Project Paving Overview

Figure � SEQ Figure \* ALPHABETIC �D�. Existing and Planned New

Figure � SEQ Figure \* ALPHABETIC �E�. Concept Plan with Proposed Systems Furniture

Figure � SEQ Figure \* ALPHABETIC �F�. Partial Detailed Concept with Proposed Reconfigurations

Figure � SEQ Figure \* ALPHABETIC �G�. Site Images (Sheet 1)

Figure � SEQ Figure \* ALPHABETIC �I�. Suggested Fire Suppression/Range Hood Product

Figure � SEQ Figure \* ALPHABETIC �K�. Air Force Federal Mandates Quick Reference

Figure � SEQ Figure \* ALPHABETIC �L�. High Performing Sustainable Building Guidance Quick Reference

FA6675-12-R-0011

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FA6675-12-R-0011

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