Sec_C-5.2_BUILDINGS_&_STRUCTURES_MAINTENANCE.doc

Functional Area 5.2

BUILDINGS AND STRUCTURES MAINTENANCE

Table of Contents

1BUILDINGS AND STRUCTURES MAINTENANCE

5.2.1 INTRODUCTION

5.2.2 SCOPE OF SERVICES

5.2.2.1 Work Area and System Description

5.2.2.2 Work Management and Control

5.2.3 SCHEDULED TASKS

5.2.3.1 Electrical Preventive Maintenance

5.2.3.2 Fire Alarm System Checks

5.2.3.3 Miscellaneous Building Maintenance

5.2.3.4 Winterization and Dewinterization of Buildings and Other Systems

5.2.3.5 Grounding Inspections and Testing………………………………………………..5

5.2.3.6 Traffic and Building Sign…………………………………………….……………6

5.2.3.7 Welcome Home Ceremony Signs…………………………………….….………..7

5.2.4 UNSCHEDULED TASKS

5.2.4.1 Carpentry

5.2.4.2 Roofing

5.2.4.3 Locksmith Services

5.2.4.4 Masonry

5.2.4.5 Painting

5.2.4.6 Sign Work

5.2.4.7 Metal Work

5.2.4.8 Electrical Systems

5.2.4.9 Plumbing and Steamfitting

5.2.4.10 Swimming Pool Maintenance

5.2.4.11 Wash Rack Facility Maintenance and Repair

5.2.4.12 Fire Alarm and Suppression Systems

5.2.4.13 IJO Project Accomplishment

5.2.4.14 Demolition

5.2.4.15 Miscellaneous Labor and Support

List of Technical Exhibits

5.2-008

Reserved

Facilities

Existing Facilities

5.2-023 Fire Sprinkler System

5.2-024 Suppression Building List 5.2-025 List of Ranges, Lighting Protection/Grounding Points 5.2-026 MAS Fire Alarm Schedule

5.2-027 Traffic Light Control List 5.2-028

Emergency Light Building List Functional Area 5.2

BUILDINGS AND STRUCTURES MAINTENANCE

5.2.1 INTRODUCTION

The Contractor shall maintain and repair buildings and structures on Fort Benning as specified in this Contract. Buildings and structures include, but are not limited to: offices, storage facilities, work areas, recreation facilities, training facilities, loading docks, medical facilities, bridge structures, and airfield facilities. The Contractor shall also perform alterations and minor construction as requested by the KO. The Contractor shall coordinate all work with the requester in order to minimize downtime or mission delays. All work shall be performed by qualified personnel as determined by the KO and Contractor management, and in accordance with applicable laws, regulations, and documents cited in Section C-6. Technical Exhibits provide expanded information for this Functional Area.

5.2.2 SCOPE OF SERVICES

5.2.2.1 Work Area and System Description

The Contractor shall perform inspections, preventive maintenance (PM), and repair of buildings, structures, and associated property and equipment encompassing a variety of trades including, but not limited to: carpentry, mechanical, floor covering, sheet rocking, plastering, plumbing, electrical, painting, metal working, roofing, structural, and masonry. Buildings and structures covered under this Functional Area include, but are not limited to, the following:

· Administrative buildings

· Training and range facilities

· Maintenance shops

· Warehouses

· Storage and equipment sheds

· Wholesale and retail outlets

· Transportation facilities

· Above ground tanks

· Petroleum, oil and lubricant (POL) points

· Medical facilities and clinics

· Airfield and heliport facilities

· Bridge structures

· Transient housing

· Recreational facilities

· Classroom facilities

· Barracks

· Billeting

· Chapels

· Flagpoles

· Obstacle Courses

· Traffic Lights The Contractor shall maintain all buildings and structures including those constructed before and during the contracting period.

5.2.2.2 Work Management and Control

5.2.2.2.1 Reporting Requirements. The Contractor shall prepare, submit, and maintain all records and reports as specified herein and in accordance with the Contract Data Requirements Lists (CDRLs) in Technical Exhibit 1-004.

5.2.2.2.2 Publications and Forms. Specific publications and forms required for the accomplishment of work described in this Functional Area are listed in Section C-6.

5.2.2.2.3 Historical Structures. The Contractor shall be aware of and take adequate steps to maintain the historical structures and archeological sites located throughout the Installation. The Contractor shall abide by all applicable Federal and State historical structure and archeological laws. In the event damage or disturbance of a historical or archeological site occurs, the Contractor shall report such damage or disturbance to the KO immediately. Technical Exhibit 5.2-004 provides more detail on historic buildings and structures at Fort Benning, and location maps can be found at post publications . All maintenance and repairs to historical structures shall be in accordance with paragraph 1.4.5 of this Contract.

5.2.2.2.4 Services and Special Requirements for Army Medical Department Activities. The Contractor shall only provide those maintenance and repair services for the medical clinic, dental clinic, and other associated buildings that are beyond the capability of the Martin Army Community Hospital (MACH) maintenance shop, as directed by the KO or upon receipt of a valid work document.

5.2.2.2.5 Water and Gas Systems. The Contractor shall ensure that water, chilled water and hot water, natural gas, steam, and fire sprinkler systems are available at pressures and flow rates in accordance with system design specifications in all applicable buildings and structures. When repairs requiring a system outage are planned, the Contractor shall submit to the KO a letter detailing the type of outage, scheduled dates, scheduled hours, areas, building number, a listing of all customers with their concurrence or non-concurrence to the scheduled outage, and any special provisions related to the outage (CDRL 502R001). This letter shall be submitted no later than 15 calendar days prior to the scheduled outage date. The Contractor shall obtain concurrence from the customer as to the period when an outage would cause minimum impact on operations. Functional Areas 5.4 and 5.5 provide additional details in regard to these systems.

5.2.3 SCHEDULED TASKS

The Contractor shall perform the tasks described below on a recurring or scheduled basis and record the work under approved Standing Operating Orders (SOOs). The Contractor shall maintain all facilities and buildings at Fort Benning during the Contract period in a safe and operational condition as specified herein or as directed by the KO. Routine and preventive maintenance shall be performed to a standard that is highly resistant to abuse. The Contractor shall be responsible for performing and scheduling all inspections and preventive maintenance actions in accordance with the paragraphs that follow and with current Federal, State, local, and Army regulations. The Contractor shall develop and implement a comprehensive Preventive Maintenance (PM) program for the requirements listed herein. A list of required scheduled tasks is provided in Technical Exhibit 5.2-001. The Contractor shall repair all defects found when performing preventive maintenance. If any defect is above the level of work expected to be performed as preventive maintenance, the Contractor shall notify the KO to obtain guidance.

5.2.3.1 Electrical Preventive Maintenance

The Contractor shall perform scheduled inspection, testing, calibration, maintenance, and other services for electrical systems and components as specified below.

5.2.3.1.1 Emergency Lighting. Preventive maintenance of auxiliary lighting units and systems shall be performed by the Contractor annually for wet cell batteries and for maintenance free batteries. The emergency lighting system shall be maintained annually by the Contractor. This maintenance shall include: testing all systems and units for correct operation, cleaning battery compartments, and spot painting as necessary; maintaining normal battery electrolyte level; tightening loose connections; maintaining correct charging voltage; replacing defective indicator lamps; replacing defective illuminating lamps; and adjusting and focusing swivel head lamps. The Contractor shall annually check the emergency power pack in fluorescent lighting fixtures and replace if defective.

5.2.3.1.2 Additional Electrical Equipment. On a monthly basis, the Contractor shall perform inspections and preventive maintenance on traffic light controls, sirens, generator transfer switches, and electronic starters. Perform traffic light preventive maintenance semi-annually on cameras and light assemblies.

5.2.3.1.3 Smoke Detectors. The Contractor shall perform PM on smoke detectors on a semi-annual basis. The Contractor shall report missing or defective smoke detectors, building number, and point of contact to the KO and the Directorate of Public Safety Fire Department in writing (CDRL 502R002)Monthly by the end of the first week of the following month, and replace or repair them as appropriate. There are smoke detectors in all sleeping areas, all kitchens, and some equipment rooms and administration spaces , and all dining facilities.

5.2.3.1.4 Warning Sirens. Directorate of Intelligence and Security will perform a test of the entire warning system and will advise the Contractor of any necessary repairs to the warning system identified during its test. The Contractor shall initiate required repairs via an approved work document.

5.2.3.1.5 Vent Hood System Cleaning. On a semiannual basis, the contractor shall clean vent hoods to prevent the accumulation of grease and dirt and thus fires in mess halls on post and Dahlonega Ranger Camp. Buildings,40,200, 1680, 2745,2943,3009,3110,3200,3235,3310,3340,3400,3500,4320,4702,5021, 5140 & 9139. Cleaning of ventilation systems must be performed as required in Chapter 11 of NFPA 96.

5.2.3.1.5.1 Reporting Requirements. Semiannually the Contractor shall prepare, and maintain records of preventive maintenance, repairs and cleaning. Affix tag or decal with date and initials of technician, located in a conspicuous place on or adjacent to vent hood inside mess hall.

5.2.3.2 Fire Alarm System Checks

The Contractor shall notify the Directorate of Public Safety Fire Department, the Staff Duty Officer, and residential occupants of any building or facility in which any unfinished work cause the fire alarm system to be inoperable at the close of business on that day.

5.2.3.2.1 Daily Checks. On a daily basis, the Contractor shall check the Mastermind Accountability system (MAS) to ensure correct operation. As part of this check, the Contractor shall check all printouts and integrate the system. The Contractor shall make any necessary repairs based on the printouts. All fire alarm work shall be performed in accordance with the latest edition of the National Fire Protection Association (NFPA) National Fire Alarm Code.

5.2.3.2.2 Annual Checks. The Contractor shall perform a visual and operational check of all transmitters, control panels, heat detectors, pull stations, and audible and visual signals on an annual basis at Fort Benning and at Camp Merrill. The Contractor shall perform all maintenance in accordance with manufacturer’s recommendations to ensure that each unit is operating correctly.

5.2.3.2.2.1 Alarms. The Contractor shall perform preventive maintenance on fire alarms. In addition, the Contractor shall respond to all “trouble” calls identified by the Fire Department.

5.2.3.2.2.2 Fire Sprinkler Systems. The Contractor shall charge fire sprinkler systems on an annual basis. The Contractor shall be responsible for the fire sprinkler systems found in the buildings identified in Technical Exhibit 5.2-023.

5.2.3.2.2.3 MAS Fire Alarm Schedule. TE 5.2-026 is for working document only, there will be changes made during this contract. TE 5.2-026 shall be submitted every six months unless there are no changes made to the document. If there is no changes made just state on the Document” no changes made”.

5.2.3.3 Miscellaneous Building Maintenance

5.2.3.3.1 Annual Daycare Center Inspections. The Contractor shall provide annual inspections, floor-to-ceiling, for all daycare centers on the Installation in accordance with AR 608-10. There are a total of five daycare centers located at Fort Benning:

Main Post (Bldg 1366), Tot Town (Bldg 1051), Sante Fe (Bldg 9242), Middle School (Bldg 1056), and School Age Services (Bldg 2653). Technical Exhibit 5.2-007 shows the required inspection worksheet.

5.2.3.3.2 Roof Truss Inspections. The Contractor shall provide inspections to the buildings and facilities as specified in Technical Exhibit 5.2-005 and in accordance with AR 420-70. The Contractor shall document inspections on the form contained in Technical Exhibit 5.2-006.

5.2.3.3.2 Build 4 Systems. Contractor shall perform preventative maintenance on two fountains in front of building 4 and the rainwater collection system , and the rooftop solar panels in accordance with manufacturer’s technical manual. This requirement shall be done under a SOO.

5.2.3.3.3 Crane inspections: This requirement shall be done under a SOO. On annual basis, contractor shall obtain a certified Engineer of cranes. Any deficiencies will be noted and service orders and/or 4283’s will be generated as appropriate.

5.2.3.3.4 Geothermal systems. The contractor shall perform preventative maintenance checks for the building 17 geothermal system in accordance with the manufacturer technical manuals.

5.2.3.4 Winterization and Dewinterization of Buildings and Other Systems

The Contractor shall winterize and dewinterize non-heated facilities and other non-heated systems, to include, but not be limited to, various unheated water-supplied areas at Fort Benning. In addition, the Contractor shall be responsible for identifying and correcting any deficiencies noted during the performance of this work that present a potential for freeze damage or water leak damage. Other winterizations shall be performed as unscheduled tasks upon receipt of a valid work document. The Contractor shall complete the winterization or dewinterization of buildings and other systems within ten working days after receipt of a notice to proceed. These buildings are limited to vacant wooden buildings in Harmony Church, as well as bath houses and range buildings, and selected hose bibs.

5.2.3.4.1 Latrines and Bathhouses. The Contractor shall: turn off electrical power, fuel supplies, and water supplies to all appliances and fixtures in the non-heated facilities and underground systems; disassemble parts and equipment required to prevent freezing and property damage (items shall include, but not be limited to: shower valves, commodes and urinal flush meters, and p-traps); remove drain plugs; open hot and cold lavatory and shower faucets; drain water heaters; pump out commodes; and winterize drinking fountains.

5.2.3.4.2 Dewinterization. Dewinterization shall include, but not be limited to: reassembling removed parts or equipment of building plumbing, electrical, and other equipment; turning on utilities including, but not limited to, electricity and water; draining and flushing antifreeze from mechanical systems; checking mechanical systems including, but not limited to, the plumbing system, heating system, and building equipment for proper operation; repairing leaks and malfunctions due to freeze related damage; and turning water on at underground shutoff valves. The Contractor shall make all necessary repairs related to freeze damage to place these facilities and systems in proper operation within ten working days after the receiving notification to proceed from the KO.

5.2.3.5 Grounding Inspection and Testing

5.2.3.5.1 Ammunition Grounding Points. The Contractor shall check the grounding system once every five years at 2900 block (Sandy Patch), Parks Range, Dahlonega Bunkers (5 big and one small), Dahlonega Parking Pads, Wood Road (Used by 3rd Bge), Ochille Rail Head Ammo Holding Area.

5.2.3.5.1.1 Resistance levels. The contractor shall check resistance levels every five years to ensure that the maximum allowable resistance for each grounding resistance is no more than 10 ohms.

5.2.3.5.1.2 Reporting Requirement for Grounding Point Checks. The Contractor shall complete a Ground Safety Check Forms TE 5.2-013 thru TE 5.2-022, detailing the locations of ground points, the type of ground point, the reading taken, any discrepancies found, and the corrective action performed.

5.2.3.5.2 Ammunition Supply Point (ASP) Grounding Points. The Contractor shall check the grounding system at the ASP on an annual basis. The Contractor shall arrange with the supply functional areas for entry into the areas.

5.2.3.5.2.1 Resistance Levels. The Contractor shall check resistance levels on an annual basis to ensure that the maximum allowable resistance for each grounding resistance is no more than 10 ohms.

5.2.3.5.2.2 Reporting Requirement for Grounding Point Checks. The Contractor shall complete a Ground Safety Check Form TE 5.2-013 thru TE 5.2-022, (CDRL 502R003) detailing the locations of ground points, the type of ground point, the reading taken, any discrepancies found, and the corrective action performed. The Contractor shall submit the completed Ground Safety Check Form to the KO within five working days of the completion of the ground point checks.

5.2.3.5.3 Grounding Points at Lawson Army Airfield. (Beginning with 2004), grounding points at LAAF shall be tested; A service order will be generated to replace or repair any grounding points whose resistance is above exceeded requirements.

5.2.3.5.3.1 Resistance Levels in Hangars. The contractor shall check resistance levels annually to ensure that the maximum allowable resistance for each grounding resistance is no more than 25 ohms at each point.

5.2.3.5.3.2 Resistance levels on aprons. The contractor shall check resistance levels every five years to ensure that the maximum allowable resistance for each grounding resistance is no more than 10,000 ohms at each point on the apron.

5.2.3.5.3.3 Reporting Requirement for Grounding Point Checks. The Contractor shall complete a Ground Safety Check Form detailing the locations of ground points, the type of ground point, the reading taken, any discrepancies found, and the corrective action performed.

5.2.3.5.4 Inspecting Lightning Protection Devices on Ranges. On an annual basis, test and visually inspect air terminals, roof conductors, and overhead conductors, down conductors, grounding system, and other components. Identify such deficiencies as breaks in continuity, galvanic corrosion, damaged or missing components, and violations of NFPA 780. Verify resistance to ground not to exceed 1000 ohms; measure and record.

5.2.3.5.4.1 The contractor shall check resistance levels annually to ensure that the maximum allowable resistance for each grounding resistance is no more than 1000 ohms at each point. TE-5.2-025.

5.2.3.5.4.2 Reporting Requirement for Grounding Point Checks TE-5.2-018. The Contractor shall complete a Ground Safety Check Form detailing the locations of ground points, the type of ground point, the reading taken, any discrepancies found. Submit form measurements and deficiencies to the KO and the Range Control Maintenance Coordinator.

5.2.3.5.4.3 Identify on the form, all new or missed connection(s) and submit to the KO.

5.2.3.6 Traffic and Building Sign Inspection

5.2.3.6.1 Traffic and Building Sign Inspection. The Contractor shall inspect building and road signage at Fort Benning for damage and/or missing signs as part of this Standing Operations Order.

5.2.3.6.2 The Contractor shall select one of the twelve areas listed on TE 5.2-009 to inspect each month, such that each of these twelve areas shall be selected once on an annual basis. As part of this inspection, the Contractor shall fill out and maintain a checklist showing the roads and buildings inspected and location of damaged and/or missing signs. The Contractor shall select one of the twelve areas listed on TE 5.2-009 to inspect each month, such that each of these twelve areas shall be selected once on an annual basis.

5.2.3.6.3 Traffic and Building Sign, Repair and Replacement.

The Contractor shall comply with Installation Design Guide, TM 5-807-10.

5.2.3.7 Welcome Ceremony Signs

5.2.3.7.1 The contractor shall install and remove “Welcome Home Ceremony” signs whenever notified by the COR, DPW, or O&M Division representatives. This requires placement and removal approximately 4 times per year. See TE 5.2-010 for locations.

5.2.4 UNSCHEDULED TASKS

The Contractor shall perform the tasks described below when initiated through either a SO or an approved IJO. All work shall be performed in accordance with the standards set forth in Section C-5, unless otherwise directed by the KO.

5.2.4.1 Carpentry

The Contractor shall perform carpentry services for construction, alterations, extensions, modifications, maintenance, and repairs on buildings and structures. The Contractor shall perform carpentry functions in all facilities to prevent or correct structural or non-structural damage. Maintenance, repair, and alteration of buildings and structures shall include, but not be limited to: all structural features such as foundations, walls, doors, door stops, door closures, windows, roof framing, roofing, floors and floor coverings, porches, gingerbread fencing and trim, stairs, fixtures, hardware, exterior and interior painting, and glazing. The Contractor shall maintain and repair other equipment including automatic entrance doors (including surface-mounted concealed, electronic eye, etc.), wood fencing, foot bridges, overhead doors, playground equipment, guard and watch towers, grease racks, unattached loading ramps, wash racks, training facilities, monuments, grandstands and bleachers, elevated garbage racks, sidewalks, platforms, rail ties, hand rails, interior and exterior woodwork trim, identification signs, bulletin boards, display cases, cabinets, partitions, ceilings, and waterproofing seals and flashing not included in other crafts and shop work as specified herein. Where structures of the type shown in this section are identified elsewhere in the specifications, this section shall be used as a supplement to the maintenance responsibilities shown elsewhere.

5.2.4.1.1 Quality Standards. Interior and exterior finishes, trim, and decor shall be maintained to match existing appearance and finished in a like new appearance in accordance with the requirements specified in paragraph 5.1.1.2. All carpentry work performed shall be consistent with the construction and appearance of the existing facility or structure, unless otherwise directed by the KO. The Contractor shall follow national building practices in all cases.

5.2.4.1.2 Treatment of Materials. Carpentry work shall be planned and accomplished to offer maximum resistance to fungus, mildew, termites, water absorption, and all other deleterious effects of the environment. The Contractor shall follow standard industry practices when choosing the proper wood treated materials. All woods in contact with concrete and masonry shall be preserved and treated by pressure methods and so marked in accordance with the American Wood Preservers Institute Standards. Wood treated with waterborne preservatives shall be air and kiln dried to the moisture content specified for lumber and marked with the word "dry." Treated wood shall be used in all exposed locations that lack protection from the weather. If a cut is made in treated wood, the cut shall be brush coated with a wood preservative.

5.2.4.1.3 Carpentry Functions. The Contractor shall perform multiple carpentry functions. This shall include, but not be limited to, repairing, replacing, installing, and removing items such as: framing; finish work; floor and wall coverings; ceilings; roofing; porches; cabinets; and hardware on buildings, structures, and facilities. The Contractor shall fabricate and repair shipping boxes, rooms of various sizes, and utility buildings.

5.2.4.1.3.1 Forms. The Contractor shall lay out, fabricate, install, and remove a variety of forms for concrete placement such as headwalls, pads, sidewalks, stoops, and curbs. The Contractor shall fabricate, install, and remove (strip) forms for footings, foundations, headwalls, sidewalks, manholes, concrete pads, freestanding steps, and all other tasks requiring form work. The Contractor shall install shoring in trenches, ditches, and over digs to support dirt banks.

5.2.4.1.3.2 Framing. The Contractor shall lay out, install, replace, repair, and remove interior and exterior walls, floors, roofs, platformed towers, steps and handrails, ceilings, and roofs. Components include: studs, ceiling and floor joists, diagonal bracing, cripples, trimmers, headers, fire blocks, sole plates, top plates, piers, girders, rafters, ridges, and bridging. The Contractor shall ensure that all structural members that contribute to structural integrity using wood or steel framing have climatic and environmental factors, as allowed by local fire and building codes. The Contractor shall layout, install, replace, and remove insulation in roofs, walls, floors, and ceilings.

5.2.4.1.3.3 Siding. The Contractor shall install and repair exterior siding and trim to include wood, metal, plastic, and compositions.

5.2.4.1.3.4 Windows. The Contractor shall install and repair windows, including storm windows and screens, sashes, lifts, locks and latches, balances, anchors, and trim. Windows may be fixed or movable, and may consist of glass or glazing. The Contractor shall also install and maintain weather-stripping, threshold windows (sliding, double-hung, jalousie, fixed and casement, window frames, window arm, and window crank operators), standard and non-standard windows, rails, frames and casings for windows, transoms, and ventilators.

5.2.4.1.3.5 Doors. The Contractor shall install and repair doors including, but not limited to: entrance, storm, interior, handicap accessible, overhead, sliding vehicle, roof hatches, gear driven, overhead chain, electronic eye, and other special access doors. Doors may be manual, power operated, or automatic, and may include hardware, glass, locks, latches, stop operators, automatic sensors, eyes, activators, kick and push plates, jamb, trim, anchors, butts, and hinges. The Contractor shall also install and maintain doors and door related equipment including, but not limited to, interior and exterior metal and wood doors (single, double, Dutch, storm, screen, pocket, cabinet, overhead, sliding, bi-folding, latrine partition, and accordion), door frames, and hardware (door closures, hinges, locks and knobs, barrel bolts, dead bolts, head and foot bolts, floor closers, overhead closers, pivot sets, thresholds, concealed door stop/holders, automatic/manual flush bolt, manual door stop and holder open, hasps, panic hardware, door bumpers, and door mounted transoms and ventilators). Fabrication of specific doors may be required.

5.2.4.1.3.6 Wall Coverings. The Contractor shall layout, install, repair, replace, and remove interior and exterior wall coverings such as wood paneling, wainscot, marmite, corium, Formica, drywall, plasterboard, stucco, plaster wire, plywood, fiberboard, shiplap, acoustical tile, and masonite. Maintenance and repair of ceilings and walls shall include patching or replacing broken or cracked areas as a result of wear and tear and touch-up painting of affected areas.

5.2.4.1.3.7 Walls. The Contractor shall install, repair, replace, and remove interior walls and partitions (to include insulation, wall covering, trim, and finish) consisting of drywall, plaster, wood, and paneling, trim (window, door, floor, and ceiling), and finishes (paint, vinyl, wallpaper, and pre-finished paneling).

5.2.4.1.3.8 Ceilings. The Contractor shall lay out, install, repair, replace, and remove ceilings such as sheetrock, acoustical tile, suspended ceiling, plywood, tin, and Celotex. The Contractor shall repair ceilings (to include insulation, furring, suspension systems, and anchors) consisting of plaster (slick or rough finish), drywall, wood, cellulose, concrete, and acoustical materials.

5.2.4.1.3.9 Floor Coverings. The Contractor shall lay out, install, repair, replace, and remove interior and exterior subflooring, underlayment, and floor coverings, including rubber, asphalt, or vinyl tile; tongue and groove; plywood; wood parquet; quarry tile; and mastipave. The Contractor shall install, repair, replace, and remove non-skid materials on areas such as stairs, steps, ramps, and docks. The Contractor shall install and repair floor covering and underlayment to include carpet, resilient tile and sheet goods, wood, quarry tile, terrazzo, quarter round, baseboard, rubber base, and monolithic placed composition.

5.2.4.1.3.10 Finish Carpentry. The Contractor shall fabricate, install, repair, replace, and remove finish carpentry work such as accessories (map boards, fire extinguisher brackets, towel bars, toilet paper holders, robe hooks, medicine cabinets, shades, traverse rods, mirrors, grab bars), gingerbread trim, molding, window screens, signs, and columns. Other items include pigeonholes, bulletin boards, storage bins, bookcases, various types of molding, pictures, crowns, shoes, coves, bat, and other endangered or protected species houses.

5.2.4.1.3.11 Cabinet Making. The Contractor shall layout, fabricate, install, repair, and replace hand made items to include, but not limited to: fine cabinetry, racks, shelves, showcases, storage units, file boxes, service counters, workstations, special shipping crates, kitchen and bathroom cabinets, Formica counter tops, molding and trim, signs, picture frames, plaques, specially constructed office furniture (which may have intricate, precise, and fancy features such as curved and contoured surfaces, scroll work inlays, complex joints), and laminated plastics. The Contractor shall fabricate cabinets by cutting, bonding, fitting, assembling, shaping, and contouring surfaces and shall make scrollwork using precise and intricate joining and decorating with power shapers, mortise, planers, jointers, routers, lathes, and various other woodworking tools, accessories, and machines. The Contractor shall devise fixtures, templates, and jigs to hold or guide items in woodworking machinery.

5.2.4.1.3.12 Attached Structures. The Contractor shall replace or repair porches, patios, decks, carports, covered walkways, and areas to include floors, decks, steps, risers, hand or other railings, columns and other support, roof structures, and roofing. Structures shall be maintained in a safe and serviceable condition. The Contractor shall repair or replace flooring, paint, and patch concrete; treat wooden or concrete patios with appropriate wood or concrete preservative to prevent rot and mildew; and use treated materials and primer to ensure maximum life.

5.2.4.1.3.13 Glass. The Contractor shall replace broken or cracked glass with new glass in buildings, structures, and facilities, to include cutting and installing glass for doors and windows. Types of glass shall include, but not be limited to: plate glass, Plexiglas, smoked glass, safety glass, block glass, and thermal pane, and shall match existing materials in use. The Contractor shall lay out, design, cut, drill, and grind glass as necessary. The Contractor shall cut, replace, and remove glass on different types of doors, windows, mirrors, display counters, bulletin boards, cabinets, and any other components requiring glazing. The Contractor shall secure windows and doors when glass required is not available. The Contractor shall ensure that all glass debris is picked up and disposed of properly.

5.2.4.1.3.14 Glazing. The Contractor shall glaze interior and exterior single paned doors and windows such as glazed aluminum sash, steel sash, channel aluminum, wood sash, and beaded aluminum. The Contractor shall use glazing compound, clips, angles, beads, splines, moldings, weather stripping, and spacer strips. The Contractor shall replace glass in doors and windows with glass of the same thickness.

5.2.4.1.3.15 Government-Owned Fencing. The Contractor shall perform the layout, fabrication, installation, repair, replacement, and removal of wood fencing. Installations and repairs shall be accomplished to offer maximum resistance to fungus, decay, mildew, termites, water absorption, and other deleterious effects of the environment. Numerous fences that are on Government property or abut Government property are privately owned and are not the responsibility of the Contractor.

5.2.4.1.3.16 Handrails, Steps, Ladders, and Machinery. The Contractor shall install, replace, repair, remove, and anchor handrails, steps, ladders, and machinery.

5.2.4.1.3.17 Weapon Racks and Security Safes. The Contractor shall install, replace, anchor, and remove weapon racks and security safes to wood, concrete, metal, block floors, and footers. The Contractor shall anchor security safes in accordance with the physical security guidelines.

5.2.4.1.3.18 Decorations. The Contractor shall lay out, fabricate, repair, replace, and remove various types of displays such as reindeer sleighs, wreaths, Christmas and Easter Nativity scenes, and other decorations for holidays, parade floats, and special event booths. A list of special events and operations for Fort Benning can be found in Technical Exhibit 5.2-003.

5.2.4.1.3.19 Beams and Columns. The Contractor shall repair, paint, or replace wood, concrete, and metal beams and columns as necessary to ensure structural soundness and mitigate rot, insect damage, and fire damage.

5.2.4.1.3.20 Steps. The Contractor shall maintain and repair wood, metal, and concrete steps, and all unattached steps often found on ranges as necessary to ensure their safety and structural integrity. Repair and maintenance shall include, but not be limited to: installing tread, applying wood preservative, repairing or replacing rotted wood, painting steps, replacing safety strip on tread, and tightening treads as necessary.

5.2.4.1.3.21 Ramps. The Contractor shall ensure that wood, metal, and concrete ramps are structurally sound and safe to use. The Contractor shall repair or replace wood; treat for rot; patch concrete; paint; install treads on ramps; and treat loading, unloading, mechanically operated, and access ramps with anti-slip abrasive coating. The Contractor shall perform all work on ramps in accordance with the Americans with Disabilities Act (ADA).

5.2.4.2 Roofing

The Contractor shall provide roofing services for all buildings and structures. These requirements will be charged to a SOO. These services include installing, repairing, replacing, and removing various types of roofing, gutters, and downspouts. On an annual basis as part of this PM, roofs will be inspected and all loose debris will be removed and gutters and downspouts will be cleared. This requirement shall be done on a SOO. The Contractor shall flash and re-tin or replace ventilators as necessary to repair damage and stop or prevent leaks. The Contractor shall cut roof penetrations, install roof jacks, and ensure that roof penetrations are sealed to prevent any kind of moisture leakage. In the course of roofing work, the Contractor shall also install and repair rafters, studs, sills, plates, joists, floors, subfloors, panels, siding, sheathing, building paper, insulating materials, dry and wood walls, acoustical tiles, step treads, roof drains, storm drain systems, and security attachments. Types of roofing systems (including flashings, penetrations, insulations, vapor barriers, and associated components) to be worked on shall include, but not be limited to: gravel asphalt, rolled, monoform, shingle, single ply membranes, tile, slate, clay tile, coal tar pitch, bituminous, raised rib metal, metal roofing, shingles, roof tiles, roll roofing, and foam.

5.2.4.2.1 Types of Flashing. The Contractor shall use various types of flashing, such as gravel stop, roof edging, capping, counter flashing, and gravel stop fascia with the appropriate roof applications in such a manner as to limit damage to Government property and minimize personal risk. All metal work shall be in accordance with Sheet Metal and Air Conditioning National Association (SMACNA) standards.

5.2.4.2.2 Temporary Repairs. The Contractor shall make temporary repairs to damaged roofing, as necessary, to keep facilities watertight until permanent repairs can be accomplished. The Contractor shall perform all temporary repairs in a safe manner so as to not place Government property or personnel at risk.

5.2.4.3 Locksmith Services

The Contractor shall install, maintain, adjust, and repair locks, safes, locking systems, latches, file cabinets, panic devices, electrical door locks, and strikes of different makes, sizes, and shapes. The Contractor shall set combination locks on vaults, open locks, and make new keys by code for buildings. The types of locks to be serviced include mortise, cypher, XO-7& 8 Mas Hamilton, arms room, and all historical locks up to current state-of-the-art locks such as electronic. The Contractor shall provide lock-out services for all Government vehicles, including key duplication and the re-keying of tool and storage boxes. The Contractor shall fabricate minor parts from raw stock and install, maintain, repair, clean, re-pack, and adjust all makes and types of door closures. The Contractor shall order and maintain an inventory of all materials necessary to complete the work order. Locksmith personnel must have security clearances equivalent to Government locksmiths to assure restricted access to areas containing secret and top secret materials as further specified in Section C-1. The Contractor must have a working knowledge of the National and State Life Safety Codes to assure physical security as well as handicapped accessibility.

5.2.4.3.1 Response Time. The Contractor shall provide 24 hour emergency services. The Contractor shall respond to all lockouts as a Priority 1 SO. The Contractor shall also have the capacity to secure all soldier quarters, sheds, and other facilities in the event of deployment.

5.2.4.3.2 Key Control. The Contractor shall comply with Key Control practices in Section C-1 of this Contract. All requests for keys, re-keying, and change of locks shall be performed upon receipt of a valid work document. Upon completion, the Contractor shall document all work in the software system to provide key control tracking and historical records. The Contractor shall back up the system every three months and maintain a copy. All furnished locks shall fit into the existing master core system.

5.2.4.3.3 Keys. The Contractor shall make keys for all facilities and equipment on Fort Benning. All replaced locks shall have the security specifications equivalent to existing locks. New keys shall match existing keys to maintain a minimal number of keys to operate a housing unit or Government building as well as to enhance key control. Additionally, the Contractor shall re-key padlocks upon receipt of a valid work document. The Contractor shall provide technical and re-key services to the Military Police (MP) and Criminal Investigation Division (CID) in cases of theft and burglaries.

5.2.4.3.4 Safes and Containers. The Contractor shall install, repair, recombinate, and open all Government security containers and safes to include built-in vault doors, built-in safes, and free standing safes and containers. Drilled safes and containers shall be repaired to operable states following all repairs and shall maintain their original fire and burglary rating.

5.2.4.3.4.1 X-07,08, and 09 Mas-Hamilton Safes. The Contractor shall install X-07 locking systems and document the installation on an X-07,08, and 09 Lock Installation Form. All documentation shall be given to the TRADOC Security Officer within three working days of work completion (CDRL 502R004).

5.2.4.3.4.2 Modes of Safe Operation. The Contractor shall adhere to the mode of safe operation determined by the Physical Security Officer. The Contractor shall install and set the initial combination for the three modes of operation (three dial, two person integrity, and supervisor/subordinate).

5.2.4.3.5 Other Services. The Contractor shall install, repair, and maintain indoor viewers, door scopes, antique locks, and panic locks. The Contractor shall grind down useable keys, secure metal hinges on doors, plane doors with locks, stamp keys, remove logged in keys, and remove padlocks (both combination and keyed) from doors and other items. Additionally, the Contractor shall have the capacity to open, service, and repair all high security locking devices to include the Arms Room and other high security areas.

5.2.4.4 Masonry

The Contractor shall provide fabrication, minor construction, maintenance, and repair services for projects using brick, concrete, masonry block, cinder block, tile, piping, cement, mortar, marble, grout, and sealant traditionally associated with the masonry trades. Masonry work shall include, but is not limited to: the repair, replacement, and maintenance of foundations, fluid containment walls/barriers, retaining walls, walls, floor slabs, and chimneys (including deteriorated brick and tuck pointing); and the diversion of water from exterior walls, extending downspouts, and similar items. The completed work shall be consistent with the construction and appearance of existing facilities or structures.

5.2.4.4.1 Structural Components. The Contractor shall fabricate, maintain, and repair foundations, basement walls, and floor slabs to keep them sound and free of leaks. The Contractor shall correct conditions contributing to water in basement areas. The Contractor shall repair and replace underground foundations, seal utility entrances, and install sump basins. This work shall include diverting water from exterior walls at ground level, filling low spots, and extending downspouts as required.

5.2.4.4.2 Chimneys. The Contractor shall fabricate, maintain, and repair chimneys. Chimney work shall include replacing all deteriorated brick with like material, tuck pointing, and unplugging.

5.2.4.4.3 Floor Covering. The Contractor shall install and repair all types of ceramic and quarry tile, and install all types of shower stalls, walls, and floors. The Contractor shall lay out, install, repair, replace, and remove various types of ceramic tile (such as bull nose, sanitary base, sanitary quarry, base bull nose, and field); sanitary base corners on baseboards, floors, and walls; and other types of flooring (VCT, linoleum, wood, battleship, etc.). The Contractor shall repair and replace shower curtain rods, soap dishes, ceramic hand pulls, towel bars, and various ceramic fixtures.

5.2.4.4.4 Brick and Block Laying. The Contractor shall lay blocks and bricks to install all types of doors, fences, and windows in structure openings. The Contractor shall perform all types of masonry work as required on an emergency basis to maintain the security of the structure.

5.2.4.4.5 Concrete Work. The Contractor shall fabricate forms for steps, ramps, approaches, footers, storm drain manholes, concrete curbing footers, catch basins, sump basins, grease traps, concrete curbing, sanitary manholes, traffic islands, and retaining walls. The Contractor shall pour and finish concrete slabs, pavements, sidewalks, and stairs, to include placing reinforcements and other embedded items.

5.2.4.4.6 Walls and Ceilings. The Contractor shall fabricate, maintain, and repair all ceilings, walls, and plaster formations to match surrounding areas. This work shall include patching and replacing broken or cracked areas, and touch up painting affected areas.

5.2.4.4.7 Monuments and Memorials. The Contractor shall repair and maintain monuments, masonry decorations, or fixtures as required. This shall exclude pieces of equipment requiring allied trade work such as tanks and artillery pieces. Technical Exhibit 5.2-002 provides a list of monuments and memorials that the Contractor shall maintain on Fort Benning.

5.2.4.4.8 Swimming Pools. The Contractor shall perform masonry maintenance and repair services on Installation swimming pools to include, but not be limited to: re-plastering walls with correct replacement material, repairing concrete aprons and decks, replacing ceramic and quarry tile trim, and repairing vertical and horizontal expansion and control joints to prevent or control leakage of water.

5.2.4.5 Painting

The Contractor shall paint the interior and exterior of all buildings, structures, and facilities covered by this Contract. Painting shall be accomplished for appearance and for surface protection. The Contractor shall paint items such as walls, ceilings, railings, decks, floors, roofs, window frames, doors, doorframes, moldings, handrails, stairs, fire hydrants, gates, steps, stands, fences, carports, decking, equipment, ramps, towers, awnings, flagpoles, gutters, radiators, cabinets, bulletin boards, guy wires and guy wire guards, pools, outside equipment, reflectors, kitchen cabinets, conduit, and other constructed or manufactured items. Painting may be required prior to or after installation. Paints include, but are not limited to, all enamels, paints of all base types, varnishes, and stains. The Contractor shall paint different types of surfaces such as wood, drywall, plaster, metal, concrete, masonry, rocks, fiberglass, plastic, and glass. The Contractor shall maintain records of all painting performed.

5.2.4.5.1 Touch-up Painting. The Contractor shall perform touch-up painting on areas that have been damaged or soiled. Paint used for the touch-up of repaired surfaces shall blend with the color and texture of the surrounding areas. Surfaces include, but are not limited to, wood, metal, sheetrock, concrete, and plaster.

5.2.4.5.2 Surface Preparation. Prior to applying primers, paints, stains, shellacs, varnishes, or lacquers the Contractor shall prepare all surfaces, which include the removal of contaminants. The Contractor shall prepare all surfaces in a manner appropriate to the surface and the material to be applied to the surface. The Contractor shall use preparation methods such as sanding, sand blasting, pickling, stripping, and water blasting, and shall use heat guns and irons, solvents, acids, and paint removers to prepare surfaces. The Contractor shall repair and patch any imperfections on surfaces with wood putty, glazing compound, sealers, plastic wood fillers, spackling, joint compound, caulking, primers, and cement. Preparation includes, but is not limited to, taping, spackling, and repairing gypsum board surfaces.

5.2.4.5.2.1 Fixture Protection. Electrical outlets, covers, switch covers, windows, and fixtures shall be masked or removed before painting, and uncovered or reinstalled upon work completion.

5.2.4.5.2.2 Property Protection. The Contractor shall move, reset, and protect furniture and equipment from damage (e.g. paint dropping on Government and privately owned property during the performance of painting tasks).

5.2.4.5.2.3 Lead Abatement. The Contractor shall ensure the proper protection and removal of particles and chips from sites effected by lead paint removal in accordance with environmental regulations, TM 5-618, and the lead abatement standards specified in Section C-1 of this Contract.

5.2.4.5.3 Paint Application. The Contractor shall apply paint by brush, roller, or spray with prior approval by the KO, if spraying. Interior paint shall be applied in dust-free conditions in accordance with the manufacturer’s recommendations. All coats shall be prepared so that the quality and type of paint match and meet manufacturer’s recommendations.

5.2.4.5.3.1 Coat Application. The Contractor shall apply prime, intermediate, and finish coats as required. Each coat shall be sanded and dusted as prescribed by the paint manufacturer to produce a smooth finish that is free of runs, sags, or other surface preparation defects. The Contractor shall apply each coat of paint as a film of uniform thickness so that all surfaces including edges, corners, crevices, welds, and rivets receive a film thickness equivalent to that of adjacent painted surfaces. The Contractor shall allow sufficient time to elapse between successive coats to permit proper drying. This period shall be modified as necessary to suit adverse local weather conditions.

5.2.4.5.3.2 Finished Surface Quality. The Contractor shall apply paint to ensure that finished surfaces are free of runs, drops, ridges, waves, laps, brush marks, and any variations in color, texture, and finish. Paint surfaces adjoining other materials or colors shall be sharp and clean and shall not overlap

5.2.4.5.3.3 Paint Specifications

a. Paint Color. The color of paint for entire walls, rooms, and exteriors of buildings will be selected by the Government from samples furnished by the Contractor or based on the relevant Technical Manuals. The Contractor shall use tints to match existing colors and colors specified and approved on DA Form 4284.

b. Mixing and Thinning. Prior to application, the Contractor shall mix paints to ensure that they are completely blended and have no color variation, lumps, or foreign matter. The Contractor shall not mix paints from different manufacturers.