Installation of wash rack SOW

Installation of Equipment Wash Rack, Outside East of Bay-B, BLDG 3705 Tinker Air Force Base, Oklahoma

Project No. H1WA07 17 June 2010

1. SCOPE OF WORK

1.1 GENERAL

1.1.1 The contractor shall provide labor, equipment, instruments, materials, transportation, and incidentals required to deliver and install one (1) fully operational automatic vehicle wash rack at location between columns G-11 and G-12 outside Bay-B of building 3705 located on Tinker Air Force Base (Tinker AFB), OK.

1.1.2 The Contractor shall be responsible for identifying the necessary logistical, architectural, structural, mechanical and electrical work elements required to install the new systems and assemblies as described herein. Assemblies, framework, fixtures or apparatus not readily identified on plans or the Statement of Work (SOW) shall be provided by the Contractor as required for a complete, fully operating and functioning system or systems, ready for use by the Government.

1.1.3 The wash rack dimensions and specifications shall be:

· One (1ea) 20’(w) x 40’(l) x 18’(h) automatic vehicle wash rack

· Drive through operation with two (2ea) roll-up doors 18’(w) x 17’(h), one (1ea) on each lengthwise end

· Bolt-up rust resistance panel walls and ceiling

· Automatic washing system

· One (1ea) rust-resistance personnel door

· Twenty-four (24ea) flush mounted, water proof lighting fixtures

· Containment pit with sump pump below the lower end to transfer waste liquid to IWPT connection

· Waste water recycling system and holding tank capable of containing 2,000 gallons

· Water connection from the building to supply the automatic washing system and three (3ea) heated water pressure washers providing 150-200 degree Fahrenheit

· Water proof safety disconnect

· Water proof electrical control panel

· Water proof heater for interior of wash rack

· Water connection to building water

1.1.4 The installation of the wash rack shall include, but not limited to:

· Prepare the installation site with sump pump pit to accommodate an above ground, 2,000 gallon water tank

· Fabricate concrete foundation capable of withstanding 10-ton live load

· Fabricate stem wall on foundation to prevent spillage to the surrounding environment

· Assembly of the wash rack with sump pump connecting to the Industrial Waste Treatment Plant

· Installation of water proof overhead light fixtures

· Assembly of the wash rack equipment

· Assembling of washing equipment

· Provide washing equipment of at least 2,500psi of 150-200 degree Fahrenheit hot water discharge

· Installation of electrical field wiring of the wash rack components

· Install compressed air piping

· System startup and operator training

· 3 Year Warranty on Parts and Labor

· Freight to Tinker AFB, OK

1.1.5 All plan information such as floor plan layouts; dimensions; structural, mechanical and electrical data; and location of underground utilities provided by the Government for existing and new construction are based on available as-built documentation, field observation, and equipment selected by the Government. This information is to be considered approximate and shall be field verified by the Contractor.

1.1.6 The Contractor, as a minimum, is required to comply with the current editions of each of the following base requirements for design and/or construction as applicable. The term “most current” is to be understood to mean, “most current as of date of issuance of the purchase order.”

· Unified Facility Criteria (UFCs) to include, but not limited to:

· UFC 1-200-01, General Building Requirements

· UFC 3-310-04, Seismic Design for Buildings

· UFC 3-410-01FA, Heating, Ventilating, and Air Conditioning

· UFC3-420-01, Plumbing Systems

· UFC 3-520-01, Interior Electrical Systems

· UFC 3-600-01, Design: Fire Protection Engineering for Facilities

· UFC 4-010-01, Anti-terrorism Design for Buildings UFCs may be found at the following web site: http://www.wbdg.org.

· National Fire Protection Agency (NFPA) Codes and Standards to include, but not limited to:

· NFPA 13, Standard for Installation of Sprinkler Systems

· NFPA 70, National Electric Code (NEC)

· NFPA 72, National Fire Alarm Code

· NFPA 101, Life Safety Code

· NFPA 241, Standard for Safeguarding Construction, Alterations, and Demolition Operations

· NFPA 780, Lightning Protection System

NFPA publications may be found at the following web site: http://www.nfpa.org.

· International Code Council (ICC) Code Publications to include, but not limited to:

· International Building Code

· International Plumbing Code

· International Mechanical Code

· International Fuel Gas Code

· International Fire Code ICC publications may be found at the following web site: http://www.iccsafe.org.

· Air Force Engineering Technical Letters (ETLs) as listed at the following web site: http://www.afcesa.af.mil/library/etl

Industry recognized design and construction standards including AISC, ASHRAE, ASTM, ANSI, SMACNA, ASME, ASCE and others as listed in the Unified Master Reference List (URML). Standards to note include, but are not limited to:

· ANSI/ASHARE/IESNA Standard 90.1-2001, Energy Standard for Buildings Except Low-Rise Residential Buildings

· ASCE Standard 7, Minimum Design Loads for Buildings and Other Structures

The URML may be found at the following web site: http://www.wbdg.org/ccb/DOD/UMRL/UMRL.pdf

· USACE Technical Instructions (TIs) as listed at the following web site: http://www.hnd.usace.army.mil/techinfo/ti.htm

· ADAAG/American with Disabilities Act Accessibility Guidelines for Buildings and Facilities

· CABO/ANSI Standard A117.1, Accessible and Usable Standards for Buildings

· Tinker AFB SABER Specifications

· Tinker AFB Specific Standards

· Tinker AFB Base Standard for Building/Utility Electrical Distribution Systems

· Systems Furniture Policy for Administrative Facilities

· Tinker AFB Facility Standard (includes Architectural Compatibility Plan)

· Tinker AFB Affirmative Procurement Plan (also known as Green Procurement)

· Tinker AFB Specification Standards 00700 General Requirements for Construction on Tinker AFB

· Tinker AFB Specification Standards 00710 General Safety Requirements for Tinker AFB

· Tinker AFB Specification Standards 00720 Environmental Requirements for Construction of Tinker AFB

The above publications are incorporated by reference as mandatory compliance requirements to this SOW. Where similar requirements conflict among the UFCs, other Department of Defense (DOD) documents, referenced codes, standards, or publications, select the appropriate requirement as follows:

When a UFC specifically states that it shall take precedence; or where requirements of the referenced codes or standards are modified by a UFC, the UFC shall take precedence.

In all other cases, the most stringent requirement shall apply.

1.2 SPECIAL PROVISIONS

1.2.1 Government Occupancy of Facilities & Responsibilities

1.2.1.1 Remaining portions of the facility shall remain occupied by Tinker AFB personnel throughout construction. Contractor will be required to consult with Construction Inspector and the Using Agency Point of Contact (POC) to develop a timeline that accommodates the continued performance of user’s mission function during the installation. Contractor shall be responsible for cordoning off work areas to ensure their work area is easily identifiable as to be avoided by Tinker AFB personnel.

1.2.1.2 Electricity will be provided within 25’ of project area. Contractor is responsible for providing all tools and materials needed that will needed be utilizing this utility.

1.2.2 Phasing

There will be only one phase for this project.

1.2.3 Secured Area(s)

Project is not located in a secured area; however, badges (including temporary badges) shall be displayed at all times.

1.2.4 Working Hours

Construction shall take place during standard working hours (7:00 a.m. – 4:00 p.m.) except for holidays and weekends. Power Outages shall be limited to 8 hours and shall be accomplished during after hour shifts (during the week). At the option of the Government outages may occur on Saturday and Sunday during the day. Contractor shall notify government in writing for scheduled outages a minimum of seventy-two (72) hours prior to need for such outage.

1.2.5 Safety, Foreign Object Debris (FOD), Dropped Object Prevention (DOP) & Quality Control

1.2.5.1 The work to be performed in this project will require the contractor to work in or travel through areas near operational and/or production aircraft or related components. As such, all contractor personnel and their subcontractors working on this project will be required to complete FOD awareness and prevention training.

1.2.5.2 The Contractor is responsible for ensuring and enforcing industry safety practices, compliance with FOD requirements and quality control of the job site.

1.2.5.3 The contractor and his/her representatives shall have appropriate environmental and safety training required by the state and federal government according to Resource Conservation Recovery Act (RCRA).

1.2.5.4 Safety Requirements.

The contractor shall comply with all safety practices posted in the assigned work area.

1.2.5.5 Housekeeping.

The contractor shall keep the work areas clean and neat in accordance with Industry Standards, Occupational, Safety and Health Administration (OSHA), fire and safety standards and this SOW.

1.2.5.6 Tool Control and Accountability.

While performing contract services in or around Maintenance Production Shops including Ramp areas, the contractor shall comply with AFMCI 21-107, Tool Control and Accountability Program and Tinker Instruction 21-112, Tool Management.

1.2.5.7 Contractor shall identify and list each tool separately on a “tool listing” kept inside each container or bag.

1.2.5.8 Contractor personnel shall ensure all tools are secured when not in use.

1.2.5.9 Contractor personnel shall ensure no tools are left unattended at any time.

1.2.5.10 Contractor personnel shall inventory the container or bag of tools at the beginning of the day.

1.2.5.11 Contractor personnel shall inventory the container or bag of tools at the end of each day.

1.2.5.12 Contractor personnel shall immediately notify the project engineer of any tools that are missing.

1.2.5.13 FOD and DOP.

Contractor personnel who, in performance of their assigned duties on this contract, work in or travel though areas near operational and production aircraft, engines, munitions, missiles, drones, space systems, support equipment, Aerospace Ground Equipment (AGE), trainers and the contractor personnel operating vehicles and equipment on flight lines, runways, taxiways, parking ramps and in aircraft hangers and maintenance areas are required by AFMCI 21-122 to receive FOD/DOP training and to comply with AFMCI 21-122.

1.2.5.14 In the event that a form or publication is not available on-line, the Government will provide the form, instruction, publication to the contractor upon written request (e-mail is acceptable) by the contractor. In the event that laws, regulations, Technical Orders, Air Force Instructions, Air Force material Command Instructions change during the term of this contract, the contractor is required to comply as such changes come into effect.

1.2.5.15 The contractor shall field verify project site conditions and dimensions prior to proposal submission.

1.2.6 EPA Comprehensive Procurement Guide (CPG)

There are no EPA-designated CPG products that are applicable to the scope of this project.

1.2.7 Environmental/Bio-Environmental

1.2.7.1 Contractor shall contact project engineer prior to any action that may disturb/damage insulated piping.

1.3 WORK PLAN BY CONTRACTOR

1.3.1 The information being provided by the Government’s SOW reflects a concept design. The Contractor shall be responsible for providing to the Government (at proposal submittal) any sketches, drawings, verbiage or a combination of these items to provide an accurate picture of their proposed solution for design completion.

1.3.2 Unless otherwise directed by the CO, the Contractor shall not begin construction activities until submittal documents have been reviewed and approved by the government.

1.4 PRE-CONSTRUCTION ITEMS:

1.4.1 Rubbish and debris shall be removed from Government property daily, unless otherwise directed, to avoid accumulation at the work site. Materials that cannot be removed daily shall be stored in areas specified by the government project engineer.

1.4.2 It shall be the responsibility of the contractor to verify conditions and Pre-Construction Items, including location and depth of all utilities in the immediate construction area.

1.4.3 The contractor shall record all subsurface utilities (structural members, pipe sizes, material, depth and distance from an above ground landmark) encountered during construction and reflect the information on the project as-built or as per as-built requirements.

1.4.4 Structural

1.4.4.1 Contractor shall field verify sufficient space is provided for the structure. All buried utilities are identified and plan to relocate or reroute in accordance with as-built drawings provide by the Government.

1.4.5 Electrical

1.4.5.1 Contractor shall use the electrical power supply provided within 25’ of the perimeter to connect to the wash rack.

1.5 CONSTRUCTION:

1.5.1 Structural

1.5.1.1 Contractor shall field verify availability of utilities, space adequacy and inform Government agency of any discrepancies to ensure uninterrupted installation of the wash rack.

1.5.1.2 Contractor shall mark wash rack location, grate any incline to appropriate slope for the wash rack.

1.5.1.3 Contractor shall excavate, trench with pipe from wash rack to the discharging point.

1.5.1.4 Contractor shall pour the foundation to appropriate thickness to bear the weight of the wash rack, recycling water tank, washing equipment, at least two washing personnel, and equipment to be washed in accordance with the manufacturer’s specification.

1.5.1.5 Provide identification plates of noncorrosive metal with clearly legible permanent lettering giving the manufacturer's name, model number, dimension capacity, and other essential information or identification.

1.5.2 Architectural

1.5.2.1 The wash rack shall be painted white per manufacturer’s standard. Provide a primer and a finish coat. Paint coats shall be smooth and even, free of runs, sags, orange peel, or other defects.

1.5.3 Foundation excavation

1.5.3.1 The contractor is responsible to make geographic survey of the site and mark perimeter of work site in accordance with contractor’s drawing to ensure precision of work.

1.5.3.2 The contractor shall relocate or reroute buried utility or communication lines to ensure sufficient space for the project.

1.5.3.3 All relocation and reroute will have to be coordinated with the Government project engineer upon discovery during pre-construction survey.

1.5.4 Concrete foundation

1.5.4.1 The contractor is responsible for all dirt excavation, concrete lining and plumbing of the water holding tank, surface preparation and foundation fabrication. The foundation shall have stem walls to prevent water escaping and capable of bearing at least 10-ton of live load. The foundation shall have trenching to collect all waste water from washing operation to be deposited in to the waste water reclaiming tank for recycling.

1.5.5 Water

1.5.5.1 The contractor shall connect the water distribution system to the building domestic water line from inside of the building to the outside service point. The contractor is responsible to make the initial and final connections from the service point to the wash rack.

1.5.5.2 All waste water from washing operation shall be collected and treated to render safe in accordance with Tinker Operation Instruction 32-701 – Operation and Maintenance of Wastewater System prior to discharging into the waste stream.

1.5.5.3 The contractor shall trench piping and make connection from the discharge point to the existing Base waste water pipe with appropriate pipe size to ensure adequate discharge flow.

1.5.6 Hand wash equipment

1.5.6.1 Provide three electrically operating hot water pressure washers providing between 2,500-3,500psi with temperature ranging from 140-200-degree Fahrenheit from a 3.5gpm water supply to provide technicians capability in case of a malfunction of the automatic washing system.

1.5.6.2 Each hot water washer shall have at least twenty-five (25’) of hose length to perform wash on either end of the equipment being washed.

1.5.7 Mechanical

1.5.7.1 Each end of the wash rack shall have an 18’(w) x 17’(h) roll-up door with limit switch to allow an automatic operation with drive-through capability. The washing operation shall only activate when all the doors are closed. The doors shall be electrically operating with manual operation in case of an electrical outage.

1.5.7.2 The roll-up door spools shall be covered with a shroud to protect them from the elements.

1.5.7.3 Recycling water system shall be capable of handling waste water discharge from an eight-hour continuous washing operation per day.

1.5.8 Electrical

All electrical work plan requirements shall be stamped by a licensed electrician for the requirement provided by the wash rack manufacturer. The work plan shall consider the following:

1.5.8.1 All new electrical work shall be accomplished IAW the requirements of NFPA 70 (National Electric Code), TAFB Base Standard for Building/Utility Electrical Distribution Systems, federal, state, and local codes.

1.5.8.2 Contractor shall be responsible to restore electrical service to all equipment, devices and circuits that are to remain if such items are affected by construction.

1.5.8.3 When electrically driven equipment furnished under this contract materially differs from the design, the contractor shall make the necessary adjustments to the conductors, disconnect devices, circuit breakers, fuses, controllers, and overload protection, etc. to accommodate the equipment actually installed.

1.5.8.4 Contractor shall confirm phasing of newly installed equipment prior to energization.

1.5.8.5 Contractor shall furnish and install a fusible disconnect at point of entry to isolate the wash rack for maintenance to reduce hazard of electrical shock.

1.5.8.6 Contractor shall provide all conduits, conductors, disconnect devices, circuit breakers, fuses, controllers and overload protection devices.

1.6 REQUIRED SUBMITTALS

1.6.1 Submittal

Contractor shall furnish submittal/document data on the items listed on the CDRLs.

1.6.2 Drawings

1.6.2.1 Contractor shall be required to provide a minimum of three sets of the approved work plan and required shop drawings to the CO prior to beginning construction. Additional copies may be required, as specified on the CDRLs.

1.6.2.2 Contractor shall keep “approved for construction” work plan drawings and specifications on site throughout construction for quick reference for discussions.

1.6.3 As-Built Drawings

1.6.3.1 All work plan drawings which form part of the Project's construction contract shall be revised as required by the Contractor during work plan and construction, with revision dates noted, in order to accurately convey actual construction in place.

1.6.3.2 All work plan drawings shall be stamped 'field verified as-built' by the Contractor prior to their final submittal as part of the Project Documentation requirements. Both hardcopy sets and electronic CADD files (in AutoCAD 2004 format) of the field verified as-built drawings shall be delivered to the CO prior to the Project's final inspection.

1.6.3.3 All work plan drawings prepared by the Government for this project are available in electronic format from the project engineer.

1.6.4 Operation and Maintenance (O&M) Manuals & Training

1.6.4.1 The Contractor shall provide operations and maintenance training manuals as specified on the CDRLs. O&M’s shall be in electronic format if possible.

1.6.4.2 Provide training for shop personnel as specified on the CDRLs.

1.6.5 Government Furnished Drawings

Government furnished drawings available upon request:

G1

General Notes/Vicinity Map

G2

Project Area As-Built

Structural Electrical Additional as-built drawings of previous projects are available for duplication from CE’s Engineering Support Department located in building 400, second floor.

1.6.6 Government Furnished Property:

There is no Government Furnished Property.

1.6.7 Location

Project area is located on east side of Bldg 3705, on Tinker Air Force Base, Oklahoma.

1.6.8 Storage Area(s):

Contractor shall limit all applicable storage of materials, equipment, and incidentals to the immediate construction site. If the Contractor requires additional storage area(s) other than the project site, a request shall be submitted, in writing to the CO for approval. These areas are on a first come first served basis and are very limited. A request shall not be considered a guarantee that space is available. It is recommended that the contractor make arrangements for storage of equipment between its delivery and its installation, as availability of space and security during non-working hours cannot be guaranteed.

End of SOW

14 JANUARY 2009

Statement of Work - 1of 9

17 June 2010 Statement of Work – page 8 of 9