FA4625-16-R-0009_Atch_1 _Epoxy_SOW_19_May_2016.pdf

STATEMENT OF WORK

Epoxy/Urethane and Polished Concrete Floor Coatings

Whiteman Air Force Base, Missouri

19 May 2016

TABLE OF CONTENTS

SECTION DESCRIPTION PAGE

SECTION 1

General Information

1.1 Scope of Work 3

1.2 General Requirements 3

1.3 Qualifications 4

1.4 Concrete Polishing Products 4

1.5 Surface preparations 5

1.6 Submittals 6

1.7 Static Coefficient of Friction 6

1.8 Coating Definitions 6

1.9 Environmental Limitations 7

SECTION 2

WORK REQUIREMENTS

2.1 Work Management 7

2.2 Quality Control 8

2.3 Facilities Pre-Inspections and Preparations 8

2.4 Moving Equipment, Furniture, and Similar Items 8

2.5 Remove Paint From Asphalt and Concrete Surfaces 8

2.6 Pressure Power Washing 9

2.7 Work Area Clean Up 9

2.8 Secure Site 9

2.9 Material Handling and Storage 9

2.10 Progress Meetings 9

2.11 Government Furnished 9

2.12 Waste/Refuse Disposal 9

2.13 Coordination With Other Contractors 10

SECTION 3

ADDITIONAL INFORMATION

3.1 General Information 10

3.2 Vehicles 10

3.3 Quality of Materials, Parts Required, and Submittals 10

3.4 Contractor Personnel 10

3.5 Security Requirements 11

3.6 Physical Security 11

3.7 Hours Of Operation 13

3.8 Conservation of Utilities 14

Workload Estimates 15

Abbreviations 15

SECTION 1

GENERAL INFORMATION

1.1. Scope of Work. Contractor shall provide all supervision, labor, materials, transportation, and tools necessary to prepare and apply coatings to concrete floors of 100 SQ FT and above.

Coatings shall include epoxy, urethane, diamond polished concrete and translucent stained.

Epoxy/urethane coating shall be Tennant or similar. Samples (color, grit, etc.) of all products will be provided to the government to be used as sample selections. Linage and floor signage shall be reinstalled on floors as removed. Epoxy, urethane coating, or concrete polishing on floors will not exceed 10,000 SQ FT. The cumulative area of a floor surfaced with epoxy, urethane coating, or concrete polishing will not exceed 10,000 SQ FT. The contractor is responsible for disposing of all waste off base. Work will be done in buildings throughout base and issued through delivery orders. Flooring materials, floor preparation, coating application and concrete polishing shall be in accordance with this statement of work, manufacturers’ specifications and recommendations, and industry standards for the coatings being applied. All labor and materials will be warrantied for one year starting at close out of delivery order.

1.2. GENERAL REQUIREMENTS:

1. Contractor shall conduct moisture testing and adhesion testing per the floor manufacturers’ specifications for the coating they are applying.

2. Contractor shall prepare existing floors by shot blasting and power sand to prepare floors to receive coatings. Preparation shall be accomplished according to manufacturer’s specifications.

3. Contractor shall treat all joints contraction/construction and repair back to new condition prior to coating.

4. Contractor shall fill all holes and level to facilitate application

5. Contractor shall provide and reapply all striping and signage. Contractor shall apply clear coat urethane for protection over all striping and signage. Striping and signage may be installed prior to top clear coating if applicable.

6. Contractor is responsible for their own refuse and will dispose of all generated waste, to include but not limited to: tiles, carpet, epoxy dust, chemicals, materials, and containers, IAW Missouri State and Federal Laws.

7. Contractor shall provide their own generated power source if the facility they are performing in does not have applicable power.

8. Contractor shall provide their own portable restroom facilities if the facility they are working in have been disconnected.

9. Contractor shall install all warning, work, and caution signs and barriers protecting the flooring projects.

10. The contractor shall use materials and follow all Concrete Polishing Association of America

(CPAA) recommendations and procedures for concrete polishing in addition to manufacturer’s guidelines and recommendations.

11. The contractor shall perform bonded abrasive concrete polishing. Bonded abrasive concrete polishing is the processing of the concrete surface by means of a multi-step mechanical process that involves cutting and/or refining the surface to its maximum potential with a bonded abrasive medium where each step cuts progressively finer microscopic peaks and valleys until the desired level of reflectivity clarity and sheen is achieved. Polished concrete has a high degree of reflectivity clarity like a mirror.

12. The contractor shall keep all concrete dust produced from grinding to a minimum to avoid exposure of workers and building occupants to Silica. Wet grinding may be required.

13. The contractor shall meet or exceed all OSHA requirements.

1.3. Qualifications:

1. The contractor shall have sufficient production capability, facilities, and personnel necessary to perform the required work as stated in this scope of work.

2. The contractor shall provide a supervisor at all times when work is in progress

3. Contractor shall have 2 years of experience in all Epoxy/Urethane work and methods similar in scope to this contract.

4. The contractor shall have a currently certified craftsman or master craftsman by the CPAA for polishing concrete. If the installed product manufacture requires certification to apply their product then the contractor will provide to the government proof of that certification.

5. Contractor must have applied an accumulated total of over 100,000 square feet of epoxy

6. Contract must have performed over 50,000 square feet of concrete polishing

7. Any subcontractors must meet the qualifications above

1.4. Concrete Polishing Products

1.4.1. Liquid applied products shall be used in the completion of dyed and or polished concrete, shall be from the same manufacturer, and shall compatible with each other. Dye color selection will be made for a particular project either in the Request for Proposal (RFP) or during the site visit for that project. The contractor shall submit samples of available dye colors within 15 days of contract award.

1.4.2. Solvent Based translucent dye shall be formulated using molecules of color designed to penetrate and color the concrete surface.

1.4.3. Penetrating agents compatible and recommended by the dye manufacturer shall be added to the dye mixture, when necessary, to provide for an additional time for dye penetration before flashing of the acetone occurs.

1.4.4. Densifier: A liquid densifier shall be odorless, non-hazardous silicate that penetrates concrete to react with free lime and calcium hydroxide to produce permanent chemical reaction that hardens and densifies the concrete surface.

The densifier shall:

1. Act to lock color in concrete and minimize color migration or diffusion.

2. Chemically bond to other liquid components and shall improve resistance to liquid penetration and stains.

3. Improve abrasion resistance

4. Minimize dusting for healthier indoor air quality

5. Penetrates slab surface to deliver solid content deep into surface

1.4.5. Sealer (stain protection) shall be water based, penetrating, non-film forming, stain resistant, food resistant, chemical stain resistant, impregnating sealant designed to be used on concrete surfaces previously densified. The sealer shall be a penetrating stain repellent that is specifically formulated for the protection of polishing/dyed concrete from oil and water based stains the sealer shall provide a non-slip surface. A sealer will be applied to all polished concrete.

1.4.6. Cleaner: The contractor shall provide the manufacture’s recommended cleaning products and equipment contact and ordering information along with detailed cleaning methods and instructions for each flooring job.

1.4.7. Compounds:

Joint Filler shall be self-leveling, non-staining, 100% solids, and two components. The joint filler shall have color matching capability

Void and crack repair material shall have rapid set, high strength, low viscosity, urethane formulation.

The material shall be 2 parts, 100% solids and shall be designed for rebuilding and repairing concrete voids and cracks.

1.5. Surface preparations:

1.5.1. Comply with the surface preparation instruction of the coating manufacturer. Thoroughly clean all surfaces. Repair/correct all damage during surface preparation.

1.5.2. New concrete must be prepared as required for new concrete. Test floor for Hydrostatic Water Pressure and Content. Test per most current ASTM requirements. Ageing requirements for new concrete must be adhered prior to preparation and application.

1.5.3. Uncoated or actively used floors may have oil residues, markings, and other contaminants that need to be cleaned.

1.5.4. Depending on the building tile removal, carpet removal, epoxy coating removal, and/or adhesive scraping may be necessary to prepare floors for epoxy coating or polishing concrete.

1.5.5. Aggregate exposure for concrete polishing shall consist of grinding the concrete surface with bonded abrasives, in as many abrasive grits as necessary, to achieve the degree of surface cut desired

1.5.6. Reflective clarity for concrete polishing: Before application of a polish guard, polishing a concrete surface with the minimum number of bonded abrasives as indicated to achieve the desired degree of sharpness and crispness of reflectivity of overhead objectives when viewed 5 feet above and perpendicular to a surface.

1.6. Submittals:

1. Samples of products

2. Drawing indicating floor areas receiving the polishing

3. Void and crack material

4. Solvent based dyes

5. Translucent stains

6. Penetrating agent

7. Densifier

8. Joint Filler

9. Sealer (stain protection)

10. Cleaner

11. Test reports

12. Qualifications (certificates)

13. Application and Maintenance Instructions

14. Operation and Maintenance Data (manufacture’s maintenance instructions, precautions against cleaning products and methods detrimental to flooring

1.7. Coefficient of Friction (COF): For safety purposes the contractor shall use the most current quality control testing standards IAW ANSI 137.1/NFSI B101.1.

1.7.1. Static Coefficient of Friction (SCOF): The contractor shall ensure no less than .6 SCOF for level floor surfaces as determined by quality control testing.

1.7.2. Dynamic Coefficient of Friction (DCOF): The contract shall ensure of no less than .42 DCOF for level floor surfaces as determined by quality control testing.

1.8. Coating Definitions

1.8.1. Reflective chemically resistant coating is a coating that reflects light and increase illumination and is resistant to chemicals used in aircraft maintenance operations in hangers.

1.8.2. Chemically Resistant Urethane (CRU) shall be a generic type reflective chemically resistance coating.

1.8.3. Non-ferrous metallic aggregate dry-shake aggregate shall be a mixture applied to wet concrete during construction and troweled into the surface to form a light reflective non-oxidizing surface.

1.8.4. Non-conductive coating shall have a resistance of 1gigaohm or above.

1.8.5. Conductive coating shall have a resistance of 25,000 to 1,000,000 ohms.

1.8.6. Electrostatic Dissipative coating shall a have a resistance of 1 megaohm to 1 gigaohm.

Conductivity Properties of Installed Coating

Class A Non-Conductive Floor Coating

Point to point (minimum) 1 gigaohm

Point to ground (minimum) 1 gigaohm

Class B Conductive Floor Coating

Point to point (maximum) 1 megaohm

Two points three (3) feet apart (minimum) 25,000 ohms

Point to ground (minimum) 25,000 ohms

Class C Electrostatic Dissipative Floor Coating

Point to point (minimum) (maximum)

1 megaohm 1 gigaohm

Point to ground (minimum) (maximum)

1 megaohm 1 gigaohm

Body voltage generation (maximum) 1 KV

Static decay (maximum) 1 second

1.9. Environmental Limitations: The contractor shall comply with manufacturer’s written instructions for substrate temperature, ambient temperature, moisture, ventilation, and other conditions affecting liquid applied products application.

SECTION 2

WORK REQUIREMENTS

2.1. Work Management. The Contractor shall provide management of contract requirements as described below.

2.1.1 Delivery Orders. Contractor shall measure the square footage, linear footage, and/or quantity of work to be performed. The Contractor shall develop a price sheet by CLIN numbers and totals and submit to the government inspector for approval. The Government will annotate the approval prior to the Contractor engaging in the work. If a disagreement exists, the matter will be referred to the Contracting Officer (CO) for resolution. The Contractor is given 48 hours to respond to an estimate unless the delivery order is deemed mission essential or critical to the mission by the Government Inspector.

2.1.2. The Contractor shall maintain a serially numbered Job Order Log and individual job orders to control work. Job orders shall be serially numbered separately. The Contractor's job order system shall be organized, computerized, and provide up to date status at all times.

2.1.3. The Job Order Log shall indicate the following information: job order number, estimated and actual start date, facility number/rooms, description of work, units of work, estimated and actual completion date. The Job Order Log shall be made available to the Government during the life of the contract. The Job Order computerized log shall be completed and ready for use prior to the pre-construction meeting.

2.1.4. Work Accomplishment. The contractor shall notify CES, Contracting and the building custodian prior to start of any on-site work. The contractor shall keep CES and the building manager updated on work schedule and all changes.

2.2. Quality Control. The Contractor shall provide a Quality Control Plan to the Government for acceptance not later than the pre-performance conference. The Government will notify the Contractor of acceptance or required modifications to the plan before the contract start date. The Contractor shall make all appropriate modifications and obtain acceptance of the plan by the Government before the contract start date. The plan shall include, as a minimum: (1) a description of the methods to be used for identifying and preventing defects in the quality of service performed, and (2) a description of the records to be kept to document corrective or preventive actions taken.

2.2.1. Quality Assurance. The Government will evaluate the Contractor’s performance under this contract. Any action taken by the Government as a result of surveillance will be according to the terms of this contract.

2.3. Facilities Pre-Inspections and Preparations.

2.3.1. Work Area Inspection. The Contractor shall inspect all work checking for surface repair, surface preparation, caulking and glazing putty requirements. When the Contractor receives a delivery order request for work, which requires surface repair, or surface preparation considered beyond the scope of the contract, the Contractor shall return the work request to the Government with the rationale for deferment, within three (3) days.

2.3.2. Work Area Preparation. The work areas, including equipment or any items not requiring application of protective coating, shall be protected by the Contractor to ensure that no damage occurs. All existing building surfaces, utilities, equipment, fixtures, furnishings, landscaping, sprinkler irrigation systems and adjacent vegetation shall be protected by the Contractor from damage during the work under this contract, and any damage resulting from work under this contract shall be promptly repaired by the Contractor at his/her own expense.

2.4. Moving of equipment, furniture, and similar items. Government-owned furniture and appliances in the building areas where work is to performed shall be temporarily relocated by the Contractor prior to beginning work in each room to provide access to surfaces and shall be replaced to their original locations and condition upon completion of the work in each room. The Contractor shall be responsible for any loss or damage to the equipment, furniture, and other items during handling and storage. Clothing and other personal articles in closets and cabinets will be removed by building occupants or Government personnel. Signs, hardware, hardware accessories, plates, lighting fixtures, shades, draperies and drapery rods, venetian blinds, pictures, fire extinguishers and similar items in place prior to work shall be removed and replaced upon completion of each space by the Contractor, or shall be otherwise protected by the Contractor during execution of work. The Contractor shall remove and replace upon completion of each space all items on or against surfaces to be treated or which will interfere with treatment operations, except that items of equipment or equipment with rigid piping connections need not be removed.

2.5. Remove Paint From Asphalt and Concrete Surfaces. Remove paint by grinding, shot blasting, or high pressure washing. Safety requirements required by OSHA shall be adhered to. At no time will a flame be used to remove or prepare an interior or exterior surface for painting. Contractor shall possesses the means to remove paint or coatings from asphalt or concrete by grinding, water blasting, or shot blasting to a 100% removal rate. If areas are to be recoated a 75% removal rate is sufficient.

If Contractor is operating on installation streets the Contractor is required to coordinate with the applicable agencies concerning traffic closures and or blockage. The Contractor is responsible for safe traffic control by means of barricade, construction cones or signage. Contractor shall not close avenues of traffic without prior consent of the inspector before coordination with the appropriate agencies such as but not limited to Fire Dept., Security Forces, and Wing Safety.

2.6. Pressure Power Washing. The Contractor shall submit a Pressure Washing Plan, if pressure washing is required. The plan shall address: methods for pressure washing, measures to protect Government property protection of personnel during pressure washing operation, sequence of operations and site cleanup. Government acceptance is required prior to implementing the plan.

Pressure washing on exterior surfaces shall include Tri Sodium Phosphate (TSP) when paint is chalking from ageing or as directed by the inspector. Contractor shall furnish pressure power washing from 0 – 5000 psi capability.

2.7. Work Area Clean Up. All customer work areas shall be cleaned by the Contractor after completion of work. Furniture, equipment, and all other items, if moved by the Contractor shall be returned to their original positions. Flammable materials shall be placed in closed metal containers and removed to the approved storage area at the end of each day. Upon completion of the work, staging, scaffolding and containers shall be removed from the site. Paint spots, oil, and stains shall be removed. Remove paint from all glass, mirrors, hardware, and light fixtures at the completion of each job order, regardless if paint was existing or new. During in-progress work, the Contractor shall remove all loose paint, sand, and other waste from work site, and leave work site clean at the end of each work day. Clean up of work area shall include segregation and proper disposal of all debris and removal of any excess, unused material from the site. Brushes or rollers used for the application of latex or water based products can be cleaned in the utility sink located within the shop area if available.

Enamel or any oil based products shall be cleaned by using thinner or mineral spirits containerized in cans. When solvents are used they will be removed from the work area daily.

2.8. Secure Site: The Contractor shall secure the work area site at the end of each work shift if government personnel are not present.

2.9. Material Handling and Storage: the Contractor shall handle and dispose of ALL waste, refuse, and hazardous waste off of Whiteman AFB and in accordance with all Federal, State and local laws.

2.10. Progress Meetings. The CO may require the contract manager to meet with government personnel as deemed necessary. The Contractor may request a meeting with the CO when he or she believes such a meeting is necessary. Written minutes of any such meetings shall be recorded in the contract and signed by the contract manager and the CO or contract administrator. If the Contractor does not concur with any portion of the minutes, such non-concurrence shall be provided in writing to the CO within 10 days following receipt of the minutes.

2.11. Government Furnished: The Government will provide no facilities, materials or supplies for any work.

2.12. Waste/Refuse Disposal. Contractor shall manage, handle, transport, and dispose of any and all hazardous materials and scrap waste at their own expense. Contractor shall provide for their own refuse disposal. The Government accepts no liability for the disposal of the Contractors hazardous waste or refuse. This pertains to this contract and or any other delivery orders issued to this contract.

2.13. Coordination with Other Contractors. The Contractor will coordinate his/her work with the work of other Contractors and Civil Engineer shops to ensure no interference will delay performance.

The Contractor will also coordinate with any appropriate personnel on projects, to minimize any disturbances due to current operations.

SECTION 3

ADDITIONAL INFORMATION

3.1. GENERAL INFORMATION. The Contractor shall furnish everything needed to perform this contract according to all its terms. The Contractor’s materials shall meet or exceed the standards of the Professional Decorators Contractors of America (PDCA) standards and compliance and the Painters Master Index (PMI) standards and compliance for protective coatings materials. Selections of material shall be from the highest range of coatings available.

3.2. Vehicles. The Contractor shall provide and maintain Contractor-owned or leased vehicles to meet the requirements of this contract. All vehicles used in the performance of this contract shall be in operable condition and meet the local, state, and federal requirements. Any Contractor vehicles used in the performance of this contract shall have the name of the Contractor neatly and prominently exhibited on both sides of the vehicle. Vehicle mounted communications equipment shall conform to all applicable Federal procedures and avoid conflict with existing frequencies. The vehicle shall be in satisfactory mechanical condition and present a neat and clean appearance.

3.3. Quality of materials, parts required, and submittals: Materials and parts purchased shall be of the highest quality which will adequately and economically serve the purpose for which they are required. The items supplied shall be standard products of manufacturers regularly engaged in the production of such materials and parts. Submittals of selected coating products shall accompany the bid response package for evaluation. Material submittals shall include manufacturers name and brand, specifications, MSDS, Applicator certification requirements, and information pertinent to the product for all categories’ listed in the workload estimates. Paints and coating materials shall meet or exceed the PMI standards.

3.3.1. Toxicity: The manufacturer shall certify that the coating system, thinners, cleaners and materials used in surface preparation and application of the CRU coating system does not contain lead in excess of .o6% by weight of the dry paint film, asbestos or asbestos-form pigments, benzene, toluene, chlorinated solvents, any American Conference of Governmental Industrial Hygienists (ACGIH) carcinogenic or ACGIH suspected carcinogenic compounds. The coatings shall have no adverse effect on the health of personnel.

3.4. CONTRACTOR PERSONNEL

3.4.1 Contract Manager. The Contractor shall provide a contract manager or alternate(s) who shall be responsible for the performance of work and act for the company. One of these individuals will be present on base anytime work is being performed. The contract manager and alternates shall be designated in writing to the Government.

3.4.1.1. The contract manager or alternate shall be available during normal duty hours within one (1) hour (when working a project) to meet with the Government to discuss problem areas. The contract manager or alternate shall be available within 24 hours if not currently working a project. Contractor shall have cellular phone access and business phone.

3.4.1.2. The contract manager and alternate(s) must be able to read, write, speak and understand English.

3.5 Contractor Employees. The Contractor shall not employ persons for work on this contract if such employee is identified to the Contractor by the Government as a potential threat to the health, safety, security, general well-being, or operational mission of the installation and its population.

3.5.1. Contractor personnel shall present a neat appearance and be easily recognized as Contractor employees. Identification shall be available prior to employment and shall be worn or attached to the outer garment. All personnel shall portray a professional image at all times. Clothing and shoes shall be worn in accordance with AFOSH and OSHA standards. The Contractor will ensure their personnel use proper protection/safety equipment to perform work IAW all AFOSH and OSHA standards. Contractor employees shall not remove any part of their clothing, such as shirts, shoes, etc., while in performance of the contract. Management shall be dressed in proper attire for their duties.

Wearing of any military uniform, or parts thereof, is prohibited under this contract. Cell phones and cameras are NOT authorized on the flight line. Use of cell phones is strictly prohibited while driving on the installation.

3.5.2. The Contractor shall ensure that Contractor employees operating vehicles have a valid state driver’s license and be flight line qualified IAW local policy, as required, before allowing the employee to operate a Contractor-owned vehicle on Whiteman AFB. Flight Line driver’s training takes approximately 8 hours total time, not continuous, of actual work but may take one (1) week to complete. It consists of written tests and a flight line orientation. Flight line qualification training may be scheduled by contacting the COR. Vehicle operators in this area must pass this test prior to receiving their Flight Line Driving Permit.

3.5.3. The management and control of Contractor employees in the performance of this contract shall be the responsibility of the Contractor; however, the Contractor shall comply with the contract requirements and Whiteman AFB regulations concerning conduct of employees.

3.6. Security Requirements. For work scheduled to be performed in Restricted Areas all employees, vehicles, and equipment must be on a restricted area Entry Authorization List (EAL) and be escorted at all times. The following information is required of all individuals requesting access to the installation: Full name as shown on a government issued picture identification card (driver’s license or ID) with state of issue, social security number, date of birth, citizenship. The escort will be provided at no cost to the Contractor but will need to be scheduled in advance. Contractor shall notify the Government at least three (3) days in advance if the work requires an escort.

3.6.1. The Contractor shall ensure each employee obtains a Base Identification Card. All employees shall have the ID card in their possession at all times while on the installation. Restricted Area Access may take up to two (2) weeks to process. All vehicles driven into restricted areas must be on the EAL. Vehicles required to be driven onto the flight line will also require a vehicle pass and cone available at Base Operations.

3.6.2. Entry to Whiteman AFB. Whiteman AFB is a closed base pursuant to Section 21, Internal Security Act of 1950, 50 USC 797, and, as such, only those persons granted permission may enter.

It is, however, required that control be exercised over Contractor personnel while working on base.

To maintain this control, 10 days prior to start of work, the Contractor shall submit a by-name list of employees, on company letterhead, to the COR. An updated list shall be provided upon change of employees, change of employee or vehicle information. The list shall include employee names, social security number, and security clearance levels. This information will be guarded under the provisions of the Privacy Act of 1974. While submission of social security numbers is voluntary, not providing them will result in Contractor personnel being denied access to the base. The Contractor will also submit a list of vehicle descriptions and serial numbers for the vehicles brought into the restricted / controlled areas.

3.6.3. Contractor personnel shall not carry and/or transport firearms or dangerous weaponry on the installation.

3.6.4. Contractor personnel shall not enter facilities/areas designated and posted as either Restricted or Controlled Areas without specific authorization of the Installation Commander or designee.

Restricted or Controlled Areas may be entered by Contractor personnel if escorted by authorized Government representative.

3.6.5. In the event that service is to be provided in a controlled area (50 USC 797), and it is determined a free zone must be established instead of using escorts, the Contractor personnel shall adhere to free zone procedures as identified by a letter signed by the installation commander or designee.

3.6.7. Contractor personnel are subject to all regulations dealing with unauthorized installation entry, orders not to reenter (barment), and installation entry point checks.

3.6.8. Contractor personnel shall comply with both the Installation Traffic Code and the State of Missouri (RSMO) traffic codes. Contractor personnel are also subject to Air Force driving suspensions, revocations, and installation private vehicle registration requirements.

3.6.9. In the event of wing exercises or real world commitments, Contractors may be required to exit the restricted area without prior notice. Everything will be done to notify the Contractor of upcoming events that may interfere with the Contractor’s progress to assist in scheduling, and if possible, a 72-hour notice will be provided. There may be times, however, that this is not possible.

Contractors may be restricted from the work area for up to a 30-day cumulative period per year with no claim to the Government due to exercise and or real world contingencies.

3.6.10. Base Access. Occasionally it is necessary to require early release of Whiteman AFB personnel, their late reporting, or even total base closure when weather conditions make normal travel unsafe.

When weather conditions cause one of the above situations, Contractor personnel will be denied access to the base, unless they have been notified that their contract service has been determined essential. Denied access in these situations will result in no additional costs to the Government.

3.6.11. PHYSICAL SECURITY. The Contractor shall be responsible for safeguarding all property Government and Contractor provided for use. At the end of each work period, all Government and Contractor facilities, equipment and materials shall be secured.

3.6.12. Key Control. The Contractor shall establish and implement methods of making sure all keys issued to the Contractor by the Government are not lost or misplaced and are not used by unauthorized persons. The Contractor shall not duplicate any keys issued by the Government. The Contractor will maintain a key issue control log that will be kept current. Any keys issued to a Contractor employee must be returned upon request or termination of the contracted personnel.

3.6.12.1. The Contractor shall immediately report to the Government any occurrences of lost or duplicated keys.

3.6.12.2. In the event keys, other than master keys, are lost or duplicated, the Contractor may be required, upon written direction of the contracting officer, to rekey or replace the affected lock or locks without cost to the Government. The Government may, however, at its option, replace the affected lock or locks or perform rekeying and deduct the cost of such from the monthly payment due the Contractor. In the event a master key is lost or duplicated, all locks and keys for that system shall be replaced by the Government and the total cost deducted from the monthly payment due the Contractor.

3.6.12.3. The Contractor shall prohibit the use of keys, issued by the Government, by any persons other than the Contractor’s employees and the opening of locked areas by Contractor employees to permit entrance of persons other than Contractor employees engaged in performance of contract work requirements in those areas.

3.7. HOURS OF OPERATION:

3.7.1. Normal Hours of Operation. The Contractor shall perform the services required under this contract between the following hours: 0700 through 1600 hours, Monday through Friday. The Contractor may work on weekends or other non-duty days, at no additional cost to the Government, after notifying the Government Inspector. The Contractor may be required to work non-duty hours as directed in writing by the government. Flex-time or summer hours are at the discretion of the Contractor and government; however, one supervisor must be available during normal business hours.

3.7.2. Holidays The following Federal legal holidays are observed by this base.

New Year’s Day, 1 January Martin Luther King Day, Third Monday in January Presidents Day, Third Monday in February Memorial Day Last Monday in May Independence Day, 4 July Labor Day, First Monday in September Discoverer’s Day, Second Monday in October Veterans Day, 11 November Thanksgiving Day Fourth Thursday in November

Christmas Day, 25 December.

NOTE: Any of the above holidays falling on a Saturday will be observed on the preceding Friday.

Holidays falling on a Sunday will be observed on the following Monday.

3.8. CONSERVATION OF UTILITIES: The Contractor shall make sure employees practice utilities conservation. The Contractor shall be responsible for operating under conditions that prevent the waste of utilities to include:

3.8.1. Lights shall be used only in areas where work is actually being performed.

3.8.2. Employees shall not adjust mechanical equipment controls for heating, ventilation, and air conditioning systems. Employee will, however, help protect and avoid any overspray, fumes or vapors from entering ventilation, heating or air conditioning systems in any facility.

3.8.3. Water faucets or valves shall be turned off when not in use.

Workload Estimates per Year

Diamond Polishing Concrete and Epoxy/Urethane Floor Coatings:

Estimate of 20,000 Sq. Ft. per fiscal year (depending on funds availability)

ABBREVIATIONS

ACGIH American Conference of Governmental Industrial Hygienists AFB Air Force Base AFOSH Air Force Occupational Safety & Health ANSI American National Standards Institute ASTM American Society for Testing and Materials CES Civil Engineer Squadron CLIN Contract Line Item Number CO Contracting Officer COR Contracting Officer’s Representative CPAA Concrete Polishing Association of America DO Delivery Order EAL Entry Authorization List FY Fiscal Year IAW In Accordance With ID Identification NFSI National Floor Safety Institute OSHA Department of Labor Occupational Safety & Health SCOF Static Coefficient of Friction SOW Statement of Work TE Technical Exhibit USC United States Code WAFBR Whiteman Air Force Base Regulation

LIST OF ATTACHMENTS

1. Contract Requirements

2. Designated Tobacco Use Areas Policy Letter, dated 30 April 2014

3. Cell Phone Use Policy Letter, dated 1 Jul 2014

4. Foreign National Access Policy Letter, dated 13 Nov 2013