1502000 J Facility Investment.pdf

SECTION J

DOCUMENTS, EXHIBITS, AND OTHER ATTACHMENTS

TABLE OF CONTENTS

ATTACHMENT

NUMBER

ATTACHMENT TITLE

J-1502000-01 DEFINITIONS AND ACRONYMS

J-1502000-02 SPECIFIC WORK REQUIREMENTS

J-1502000-03 REFERENCES AND TECHNICAL DOCUMENTS

J-1502000-04 FACILITIES PROPERTY INVENTORY

J-1502000-05 SITE MAPS

J-1502000-05-01 SECURITY FENCE MAP

J-1502000-05-02 STORM DRAIN MAP

J-1502000-06 HISTORICAL SERVICE ORDER WORKLOAD

J-1502000-07 AIRPLANE SUNSHADE INVENTORY

J-1502000-07-01 AIRCRAFT SUNSHADE/PREVENTIVE MAINTENANCE PROGRAM

J-1502000-08 SEPTIC TANK INVENTORY

J-1502000-09 HVAC WATER TREATMENT LOOP INVENTORY

J-1502000-09-01 HVAC WATER TREATMENT WATER REQUIREMENTS INFORMATION

J-1502000-09-02 BUILDING 2145 AND 2146 HUMIDITY CONTROL SYSTEM

J-1502000-10 DIRECT DIGITAL CONTROLS (DDC) INVENTORY

J-1502000-10-01 DDC POINTS INVENTORY

J-1502000-11 BOILER AND UPV INVENTORY

J-1502000-12 SECURITY SYSTEMS AND EQUIPMENT INVENTORY

J-1502000-13 COMPRESSED AIR SYSTEMS INVENTORY

J-1502000-14 CATHODIC PROTETION RECTIFIER REPORT (Monthly)

J-1502000-14-01 CATHODIC PROTETION RECTIFIER REPORT (Quarterly)

J-1502000-14-02 CATHODIC PROTECTION FUEL TRANSFER LINES

J-1502000-14-03 CATHODIC PROTECTION TANK IDENTIFICATION

J-1502000-14-04 CATHODIC PROTECTION TEST POINTS

J-1502000-15 WEIGHT HANDLING EQUIPMENT INVENTORY CRANES

J-1502000-15-01 BOAT LIFT MAINTENANCE AT FUEL PIER

J-1502000-15-02 SPILL BOOM MAINTENANCE

J-1502000-16 LIGHTNING ARRESTORS AND GROUNDING DEVICES INVENTORY

J-1502000-17 JET REFUELING FACILITIES AND SYSTEMS INVENTORY

J-1502000-17-01 TANK FARM A JET REFUELING FACILITIES AND SYSTEMS INVENTORY

J-1502000-18 SWIMMING POOL FACILITIES

J-1502000-19 ARRESTING GEAR (E-28 GEAR) INVENTORY

J-1502000-20 EMERGENCY GENERATOR INVENTORY

J-1502000-21 MISCELLANEOUS HVAC AND REFRIGERATION SYSTEM INVENTORY INFO

J-1502000-21-01 HVAC AND REFRIGERATION INVENTORY

J-1502000-21-01-01 CLEAN ROOM VENTS – BUILDING 1121

J-1502000-21-02 TEMPERATURE STANDARDS

J-1502000-21-03 AIR QUALITY REPORT

J-1502000-21-04 DAILY HVAC REPORT

J-1502000-22 RESERVED (Formerly Fire Protection. Covered under contract N40085-24-D-0048)

J-1502000-23 VERTICLE TRANSPORTATION EQUPIMENT INVENTORY

J-1502000-23-01 VERTICLE TRANSPORTATION EQUPIMENT INVENTORY AUTOMOBILE LIFTS

J-1502000-24 HISTORICAL SERVICE ORDER DATA

J-1502000-25 BACKFLOW PREVENTION DEVICES INVENTORY

J-1502000-26 EXTERIOR LIGHTING INVENTORY AND LOCATIONS

J-1502000-27 GREASE TRAP INVENTORY

J-1502000-28 AIRFIELD LIGHTING MAINTENANCE INFORMATION

J-1502000-28-01 NEW LIGHTING INFORMATION FOR AIRFIELD

J-1502000-28-02 WARRANTY INFORMATON FOR NEW LIGHTING

J-1502000-28-03 COMMUNICATIONS TOWER LIGHTING CONTROLLER

J-1502000-29 400 HZ and other CONVERTERS INVENTORY

J-1502000-30 MARINE CORPS AIR STATION STORAGE TANKS FUEL

J-1502000-30-01 MARINE CORPS AIR STATION STORAGE TANKS OIL

J-1502000-30-02 MARINE CORPS AIR STATION STORAGE TANKS USED OIL

J-1502000-30-03 MARINE CORPS AIR STATION STORAGE TANKS AFFF

J-1502000-30-04 MARINE CORPS AIR STATION STORAGE TANKS LPG

J-1502000-30-05 MARINE CORPS AIR STATION STORAGE TANKS EG

J-1502000-31 FORMS

J-1502000-31-01 STANDBY FUEL USAGE REPORT

J-1502000-31-02 FUEL TANK READINGS

J-1502000-31-03 TANK INSPECTION (Monthly)

J-1502000-31-04 TANK OVERFILL PROTECTION SYSTEMS CHECKLIST

J-1502000-31-05 TANK INTEGRITY TEST

J-1502000-31-06 TANK VISUAL INSPECTION

J-1502000-31-07 TRANSFER PIPELINE BIWEEKLY CHECK

J-1502000-31-08 TRANSFER PIPELINE ANNUAL

J-1502000-31-09 PIPELINE PRESSURE TEST

J-1502000-31-10 FACILITIES MONTHLY INSPECTION

J-1502000-31-11 FACILITY ANNUAL INSPECTION

J-1502000-31-12 SPILL CONTAINMENT AND DRAINAGE SYSTEM

J-1502000-31-13 SECONDARY CONTAINMENT DRAINAGE

J-1502000-31-14 OIL/WATER LEVEL INSPECTION REPORT(MONTHLY)

J-1502000-31-15 QUARTERLY STORM WATER BEST MANAGEMENT PRACTICES CHECK LIST

J-1502000-32 BACHELOR QUARTERS

J-1502000-33 AIRCRAFT HANGARS AND SQUADRON

J-1502000-33-01 AIRCRAFT HANGARS DOORS

J-1502000-33-02 ANNUAL CLEANING REQUIREMENTS FOR VERTICAL LIFT FABRIC DOORS

(VLFD) AT HANGAR 2146, HANGAR 3060 AND HANGAR 3090

J-1502000-33-03 QUARTERLY PREVENTIVE MAINTENANCE REQUIREMENTS FOR VERTICAL

LIFT FABRIC DOORS (VLFD) AT BUILDING 2146

J-1502000-34 MARINE CORPS AIR STATION OIL/WATER SEPARATOR TANKS

J-1502000-35 SOLAR PANEL INVENTORY(HOT WATER) LOCATION

J-1502000-36 GALLEY HOOD CLEANING LOCATION

J-1502000-37 PROPANE AIR BLENDER

J-1502000-38 UPS BATTERY SYSTEMS INVENTORY

J-152000-39 LHD DECK

J-152000-40 FALL PROTECTION EQUIPMENT

J-152000-41 HAZARDS OF ELECTROMAGNETIC RADIATION ON ORDNANCE (HERO)

J-1502000-42 COMMANDER’S CRITICAL INFORMATION REQUIREMENT NOTIFICATION

ATTACHMENT J-1502000-01

DEFINITIONS AND ACRONYMS

TERM DESCRIPTION

ACTUAL PARTS

MANUFACTURER

A manufacturer of facility maintenance or automotive/equipment parts supplied direct to original equipment manufacturer (OEM) for incorporating into production vehicle/equipment and/or for resale as replacement parts. The OEM is the actual parts manufacturer for those parts produced solely by him.

AUTHORIZED USE LIST Hazardous materials authorized for use on the station.

BUILDING ELECTRICAL

SYSTEM

This term is sometimes referred to as the secondary system. It consists of all building transformers and electrical panels, including all breakers, disconnects, conduit, and wiring. The system also includes electrical runs from the load side of the transformers to electrical panels continuing to boilers, heaters, fans, cranes, lighting systems, pumps, generators, rectifiers, ventilators, overhead doors, clocks, etc.

CONSTRUCTION Construction is the erection, installation, or assembly of real property (facility, structure, etc.); the addition, expansion, extension, alteration, or conversion of existing real property; or the relocation of real property from one location to another. Construction includes equipment installed in and on any part of such facilities/property; related site preparation, excavation, filling, and landscaping; or other land and ground structure improvements.

CONSTRUCTION EQUIPMENT Mechanical equipment used in the construction, alteration, repair, or maintenance of buildings, bridges, roads, or other kinds of real property. It includes front loaders, end loaders, cranes, road graders, rollers, tractors, air compressors, and augers.

CRANE, CATEGORY 1 Portal cranes, Hammerhead cranes, Locomotive cranes, Derricks, Floating cranes (YD), Tower cranes, Container cranes, Mobile cranes (except those indicated as category 4), including truck, cruiser, crawler, warehouse/industrial cranes, and cranes used for dragline, pile driving, clamshell, magnet, bucket work, and Aircraft crash cranes.

CRANE, CATEGORY 2 & 3 Cranes with rated capacities of 20,000 pounds or greater are category 2.

Examples are Overhead traveling cranes, Gantry cranes (rail mounted), Wall cranes, Jib cranes, Pillar cranes, Pillar jib cranes, Monorails and associated hoists, Fixed hoists, and including chain falls. Pedestal mounted commercial boom assemblies (fixed length, telescoping, and articulating types) attached to stake trucks, trailers, flatbeds, or railcars, or stationary mounted to piers, etc., with OEM rated capacities less than 2,000 pounds.

CRANE, CATEGORY 4 Commercial truck mounted cranes, Truck mounted articulating boom cranes, Pedestal mounted commercial boom assemblies (fixed length, telescoping, and articulating types) attached to stake trucks, trailers, flatbeds, or railcars, or stationary mounted to piers, etc., with OEM rated capacities of 2,000 pounds and greater. Commercial truck mounted cranes and truck mounted articulating boom cranes with OEM capacities of 2,000 pounds and greater require a licensed operator even if the cranes are down rated below 2,000 pounds capacity for administrative purposes.

ELECTRICAL

DISTRIBUTION

SYSTEM

This term is sometimes referred to as the primary system. It consists of all overhead and underground medium voltage (12,470V) cabling between the SCE&G Power Company's connections at the station’s main substation to the transformers in each building. This system includes, but is not limited to, all switchgear, equipment, and all equipment ahead (primary side) of the transformers.

EMERGENCY

GENERATOR

SYSTEMS

Emergency generator systems include generators, fuel tanks, transfer switches, batteries and battery charges, and all associated equipment necessary for a complete and functional system.

EQUIPMENT, COLLATERAL Encompasses built-in and large substantially affixed equipment/property that is normally acquired and installed as part of a facility project.

EQUIPMENT, INSTALLED Encompasses building-type equipment, built-in equipment, and large, substantially affixed equipment/property, and is normally acquired and installed as part of a facility project. Installed equipment is normally required to make a facility useful and operable. Removing such equipment would impair the usefulness, safety, or environment of the facility or the facility restoration work required after its removal, is substantial.

EQUIPMENT, PERSONAL

PROPERTY

Personal property equipment includes all equipment other than collateral equipment. Such equipment, when acquired and used in a facility or a test apparatus, can be severed and removed after erection or installation without substantial loss of value or damage thereto or to the premises where installed.

FACILITIES LIFE CYCLE A facilities life cycle is divided into four stages, requirements (planning and design), acquisition (construction and acceptance), stewardship (operations, maintenance and repair), and disposal.

FACILITIES MAINTENANCE The recurring day-to-day, periodic, or scheduled work required to repair or maintain facilities in a specified condition, or to restore facilities to initial or useable condition by overcoming the effects of wear and tear, damage or deterioration. This includes work undertaken to prevent damage to a facility which otherwise would be more costly to restore.

FACILITIES MAINTENANCE

MANAGEMENT

The planning, prioritizing, organizing, controlling, reporting, evaluating, and adjusting of facilities maintenance operations to support the CNO/NAVFAC facilities policy and objectives and satisfy customers’ facility needs. Defined by the International Facility Management Association as “the practice of coordinating the physical workplace with the people and work of the organization.”

INTEGRATED

MAINTENANCE

PROGRAM (IMP)

IMP is a recurring state-of-the-art, reliability-centered inspection, testing, maintenance and repair program that determines best practices for managing the functions and consequences of failures of facilities equipment and system components. IMP encompasses accepted commercial practices, including reactive, preventive, predictive and proactive maintenance, into one optimal program. The IMP approach gives the Contractor full responsibility to maintain systems and equipment and perform repairs whenever necessary to ensure equipment and systems are operational and remain in a constant state of readiness. Service Orders will not be issued for accomplishment of repairs on systems and equipment maintained under IMP.

LIFE-CYCLE COSTS A form of economic analysis that considers the total cost of owning, operating, and maintaining a building or system over its useful life.

MAINTENANCE The recurring day-to-day, periodic, scheduled, or unscheduled work required to prevent deterioration, or restore a piece of equipment, a system, or a real property facility to such condition that it may effectively utilized for its designated purpose. Functions included are: inspection, lubrication, adjustment, service, repair, rebuild, part replacement, overhaul, and rehabilitation.

MAINTENANCE,

PREVENTIVE

Maintenance designed to increase the availability of the facilities/equipment by reducing the number of unexpected breakdowns or service interruptions. It is any planned maintenance activity that improves equipment life and avoid any unplanned maintenance requirements.

MANAGEMENT

INFORMATION SYSTEMS-

MAINTENANCE

A computerized system that will provide sufficient information for management to evaluate differences between budgets and actual costs and evaluate performance.

OPERATIONAL

CHECKS (OP

CHKS)

Operational checks for all systems, listed in USMCMax, shall include observing operation, operating controls, checking for damage, lubricating, making adjustments, performing minor repairs, and the other items listed on the USMCMax operations checklists. Operations shall be conducted in accordance with applicable manufacturer's specifications, manuals, brochures, literature, directives, pamphlets, etc., except as may be directed by the ACO for reasons of emergencies, inclement weather, energy conservation, safety, etc. Operation checks shall be conducted anytime the system is restarted after repairs, power outages, water outages, etc.

OPERATOR

MAINTENANCE

Work accomplished during routine inspections, other than PM, and system use and operation. Operator maintenance includes, but is not limited to, work such as the replacement of ground wires, plugs, clips, seals, O-rings, the lubrication of components, the tightening of nuts, bolts, and screws to prevent leakage and to stabilize equipment, corrosion control, and spot painting. Operator maintenance is normally limited to actions taken by system operators using common hand tools.

OTHER SUPPORT

SERVICES

Other Support Services includes, but is not limited to, preparation and erection of signs, intra-station moves of furniture and/or equipment, repair and painting of furniture, packing and crating and minor fabrication and installation, unscheduled grounds maintenance, and other services, generally for special events frequently in observances of holidays.

REBUILT

COMPONENTS/

ASSEMBLIES

Components, assemblies, or subassemblies of equipment that have been disassembled and reconstructed using replacement or remanufactured parts as necessary and reassembled to produce a serviceable product whose service life expectancy is at least equal to the original component/assembly.

RECURRING

SERVICES

Recurring services are those services which are specified in the contract to be performed on a recurring, periodic or standing basis. These recurring services include, but are not limited to, preventive maintenance, watch standing requirements, operations and repair, and other services.

RELAMPING Building relamping is the replacement of all defective bulbs, tubes, ballasts, fuses, starters, covers, and reflectors. Building relamping includes relamping all exit sign lights, fire alarm indicator lights, and fire alarm boxes. Building relamping unless otherwise specified shall be accomplished as service orders.

REPAIR Repair is the restoration of facilities or equipment to such a condition that it may be effectively utilized for its designated purposes by overhaul, reconstruction, or replacement of constituent parts or materials which have deteriorated by action of the elements or usage, and which have not been corrected through maintenance. This term also applies to replacement of the entire unit or system if beyond economical repair. The intent of repair is to have the equipment at normal working condition.

REPLACEMENT Replacement, as a distinct work element, is confined to a program of planned replacement of a facility or its components. It may be further limited to major components such as air conditioning compressors, furnaces or hot water heaters. Replacement is performed when the equipment has reached the end of its useful life; when it no longer can perform due to degradation of its internal components and repair is no longer cost effective. Included under the replacement would be the major rebuilding of any component, since rebuilding also restores performance.

RESTORATION Restoration of real property to such a condition that it can be used for its intended purpose. Includes repair or replacement work to restore facilities damaged by inadequate sustainment, excessive age, natural disaster, fire, accident or other causes.

REWORK Work that is not adequately performed, not of an acceptable quality level, and must be corrected or re-performed at no additional cost to the Government.

SALVAGE Property which, because of its worn, damaged, deteriorated, or incomplete condition, or specialized nature, has no reasonable prospect of sale or use as serviceable property without major repairs or alterations, but which has some value in excess of its scrap value.

SELF HELP

PROGRAM

MCAS Beaufort runs a cost effective self-help program. Any tenant on the base may submit to the Public Works Division a request to accomplish a task with labor from the tenant's organization. These tasks are usually simple carpentry, masonry, painting and other types of work that a person would normally do around the house. The request comes to the Public Works Facility Maintenance Director (FMD) for approval. Approved job plan requests are turned over as a service order to the Contractor’s work force where the appropriate tradesman or foreman determines and obtains the necessary materials for the tenant and ensures that the accomplished task is up to the standards of the surrounding area.

SERVICE ORDER Service orders are minor facility problem requests or requests for facilities-related work that are too small to be planned and estimated.

Service Orders are classified as emergency, urgent, or routine work requests. A description of the problem or requested work will be placed in USMCMax on a Work Authorization form and made available to the Contractor. A completed work authorization form will be provided to Public Works by the Contractor. If the Service Order is classified as Emergency, or Urgent the Government will notify the Contractor that the proper work authorization form is available. Emergency or Urgent Service Orders shall be considered as received by the Contractor at the time and date that this notification is made. Service Orders are called into the work reception center by building occupants or generated by designated Government or Contractor representatives; are brief in scope; and do not reasonably require detailed job planning. Multiple maintenance, repair, and minor construction requirements received for the same trade in the same building or structure at the same time will be combined into one Service Order as long as the service Order threshold is not exceeded. Due to the nature of emergencies, the Contractor shall accept emergency Service Orders when requested by anyone. When not an emergency, the caller shall be politely instructed to notify the Government work reception desk. Politely refuse other calls for work not appropriate for Service Orders.

SERVICE ORDER CYCLE Count down starts when the customer is notified that the work has been accepted to be accomplished to the time when the work chit is turned in by the craftsmen as complete is one complete cycle period for a service order.

SERVICE ORDER,

EMERGENCY

Emergency service order is work requiring immediate action. This immediate action can be to correct or prevent loss or damage to Government property and assets, restore disrupted essential services, or eliminate life-threatening hazards to personnel or property. Emergency Service orders can also be utilized to complete work needed to correct, repair, or modify items that are considered high visibility and immediate action is required.

SERVICE ORDER, ROUTINE

Service orders that are not classified emergency in nature or urgent.

SERVICE ORDER, URGENT Urgent service order is work that is not considered to present an immediate danger to personnel or threaten damage to property, but would soon inconvenience and/or affect the health or wellbeing of personnel or disrupt essential services. (e.g. HVAC in noncritical areas, water heaters, commodes, urinals, safety hazards or other failures.)

SUSTAINMENT Maintenance and repair activities necessary to keep a typical inventory of facilities in “normal working condition”. Sustainment includes regularly scheduled maintenance as well as cyclical major repairs or replacement of components that occur periodically over the expected service life of the facilities.

TENANT

ACTIVITIES

Those activities of a separate command occupying facilities within the confines of the Marine Corps Air Station, receiving support from the host activity and whose funding source is separate from the host activity.

WEIGHT HANDLING

EQUIPMENT (WHE)

Weight handling equipment consists of cranes (e.g., portal cranes, jib cranes), rigging gear (e.g., slings, shackles), and associated equipment (e.g., portable hoists, dynamometers). For purposes of this technical sub-annex, WHE does not include mobile or transportable truck, crawler, and railway mounted locomotive cranes covered in 1700000 BSVE.

ATTACHMENT J-1502000-01

DEFINITIONS AND ACRONYMS

Acronym Title ANSI American National Standards Institute ASHRAE American Society Heating, Refrigerating and Air Conditioning Engineers BPVC Boiler and Pressure Vessel Code CESE Civil Engineering Support System FRCS Facility Related Control System HVAC Heating, Ventilation, and Air Conditioning IBC International Building Code IDS Intrusion Detection Systems NFPA National Fire Prevention Association OEM Original Equipment Manufacturer RPIE Real Property Inventory Equipment SCADA Supervisory Control And Data Acquisition SRM Sustainment, Restoration and Modernization UBC Uniform Building Code UFC Unified Facilities Criteria UPS Uninterruptible Power Supply UPV Unfired Pressure Vessel VTE Vertical Transportation Equipment

ATTACHMENT J-1502000-02

SPECIFIC WORK REQUIREMENTS

The Contractor shall be responsible for the following services. This is not an all-inclusive list. Work requirements may be issued as Service Orders or Non-Recurring work depending on the magnitude of the work.

Carpentry and Masonry The Contractor shall be responsible for all repair and replacement of carpentry and masonry portion of buildings, structures and facilities, including all floor, wall, ceiling and roof construction, building finishes, door hardware, foundations water proofing seals, flashing. Interior and exterior finishes, trim and décor shall be maintained to match existing trim and decor. The Contractor shall also be responsible for structural alterations and equipment installations. Responsibilities shall include but not be limited to:

Built-In Fixtures Fabricating installing, and repairing building built-in fixtures, trim, doors, door and window hardware, windows, Venetian blinds, interior and exterior walls, wall surfaces, floors, ceilings, roofs, nameplates and holders, walls, mail boxes signs, towers, rooms, and small buildings.

Boxes and Crates The Contractor shall be responsible for the fabrication of tailored boxes and crates on an as-needed basis.

Glass The Contractor shall be responsible for all types of glass replacement, including insulated glass units, tempered door glass, as directed by the ACO.

Historically to cut, install replacement glass has cost approximately $15,000 per year. Replacement of glass on desk tops shall also be the responsibility of the Contractor.

Laying Block Mixing mortar, determining correct type of material and mixture; running lines and levels as required; and cutting, shaping and laying bricks, stone, and block.

Pouring Concrete Pouring and finishing of concrete, including placing reinforcements and other embedded items.

Chimneys, Foundations, and Walls

Constructing, maintaining, and repairing chimneys, foundations and walls, using brick, block, stone, or concrete.

Door Accessories The Contractor shall be responsible for installing, maintaining, repairing and adjusting locks, latches, panic devices and strikes of different makes, sizes, and shapes installed in buildings and building components. The Contractor shall also be responsible for fabricating minor parts from raw stock and installing, repairing, cleaning, repacking and adjusting all makes and types of door closers.

Exterior Walls Damaged or deteriorated wall areas shall be restored to a serviceable, watertight, and weather tight conditions. This includes but is not limited to replacing damaged masonry units; tuck pointing loose or eroded mortar joints, sealing penetrations in wall openings replacing damaged or deteriorated siding and exterior trim, and replacing miscellaneous hardware items

Masonry Units Damaged masonry units (brick or concrete block) shall be replaced with a unit of the same size, color, and texture. The mortar shall be completely removed and the cavity cleaned and all debris removed. The masonry unit shall then be reseated in mortar and the remaining cavity packed with mortar. The brick shall be painted to match existing joints

Mortar Joints Damaged mortar joints shall be chipped out, cleaned, and dampened before repointed. Repointed joints shall match undamaged joints.

Hardboard Siding Damaged hardboard siding shall be removed without damaging adjacent siding or underlayment. All joints shall be located on studs and the replacement siding shall be nailed at each stud. Replacement siding shall match the existing siding in color, texture, and material. Siding face and edges shall be factory primed and the back shall be factory sealed. Nails shall be of the type and size specified by the manufacturer and shall be driven flush. A 1/16 inch space shall be left between the siding and wood or metal trim. All joints shall be caulked.

Seams Seams between window or door frames and exterior wall shall be caulked.

Old joints shall be scraped and cleaned with a solvent recommended by the caulking manufacturer. The caulking shall be applied according to the manufacturer's directions.

Metal Flashing and Trim These items shall be a minimum of 26-gauge galvanized steel or 0.025-inch aluminum, and or copper whichever matches the existing flashing

Wood Trim Wood trim items shall be primed painted prior to installation. Surfaces to receive trim shall be thoroughly cleaned of sealant and paint build-up prior to installation of trim. Damaged or deteriorated insulation board or underlayment shall be replaced with material of the same type, thickness, and quality.

Shingle Roofing Deteriorated shingles shall be removed without damaging those in unaffected areas. Damaged underlayment shall be cut and removed leaving approximately 8 inches of sound material exposed surrounding the repair area. New underlayment and shingles shall be installed as specified below.

Vents and other projections through roofs shall be flashed according to roof flashing item below.

Built-Up and Elastomeric Roofing

Surfacing material shall be removed to a distance of at least 2 ½ feet beyond the area of disintegrated felts. The disintegrated felt layers shall be removed and replaced with new 15 pound bituminous saturated felts of approximately the same size, which will be mopped into place with hot bitumen. At least two additional layers of 15 pound bituminous saturated felt shall be applied. The edges of the first ply shall extend 9 inches beyond the area of disintegrated felts, the second ply shall extend 18 inches and ach later shall be mopped on with hot bitumen. Hot bitumen shall be applied to the repair area (at a rate of 60 pounds per square for coal tar pitch and into it, while hot, clean gravel embedded at a rate of 400 pound per square), or slate (at a rate of 300 pounds per square), shall be embedded in the bitumen while it is still hot. Repair of smooth surfaced built up roofs shall be accomplished in the same manner except for the removal and replacement of the aggregate surfacing and only asphalt bitumen shall be used. Elastomeric roofing shall be installed in accordance with manufactures recommendations.

NOTE: Built up roofing In the case of built up roofing that appears to be leaking for the first time and has no historical data supporting recent repair work in the previous (6) months, the Contractor shall where practical consult with FMED and provide the Government with their recommendations and method of repair prior to commencing work. “Where practical” is taken to mean if the leak is not severe, and consulting with the Government can be accomplished in a timely manner.

Roofing Flashing Existing flashing shall be rehabilitated to form an effective water seal. Areas covered with deteriorated bituminous cement shall be cleaned of all loose materials and debris and recoated with cement. Deteriorated mortar joints in chimneys intended to seal and anchor flashing shall be cleared of mortar for a minimum depth of 1 ½ inches and the flashing reinserted and the joint filled with mortar patch and finished to match existing joints. Damaged flashing around vent pipes, attic turbines, and other mechanical openings shall be replaced with appropriately formed flashing of either 0.032- inch aluminum or 24-gauge galvanized steel. Shingles around penetrations shall be removed without damaging adjacent roofing or underlayment. The flashing shall be securely nailed along one edge into the roof sheathing or roof support.

Bituminous plastic cement shall be applied over the nail heads and the flashing edges. T he roofing shall be properly replaced and all nail heads and the joint between the flashing and vent shall be coated with bituminous plastic cement. Flashing around chimney and other large protrusions shall consist of cap and base flashing and crickets.

Trusses All trusses (metal and wooden) shall be repaired or replaced as required to ensure the structure is safe for occupancy. When replacement or repair is required, care shall be taken to return the entire structure (roof, walk, etc.) to its original condition. While making repairs, inspection of other supporting members shall be made and deficiencies reported to the Contracting Officer.

Exterior Accessories and Storage Structures

Damaged, missing, defective, or badly deteriorated portions of exterior steps, landings, railings, and exterior storage facilities shall be replaced or repaired to a safe and usable condition. Loose items, such as railings, shall be secured. Damaged or deteriorated exterior floors and walls shall be repaired.

Building and Room Numbers. When replacing missing, deteriorated or damaged building and room numbers, they shall be matched with existing numbers.

Name Plate Holders Missing or damaged name plate holders shall be replaced with holders of the same type and quality as the existing. Loose screws shall be tightened and reseated as necessary.

Gutter and Downspouts Clogged gutters and downspouts shall be cleaned out. Broken, damaged or leaking gutters and downspouts shall be mended and loose hangers and fastenings shall be tightened. Missing wire guards, hangers, and fasteners for gutters and downspouts shall be replaced with new material to match original as to gauge, type materials and finish.

Interior Concrete Cracked, broken, or spalled areas shall be patched with a non-shrinking cement mortar. Areas shall be cleaned and all loose concrete removed. Underlying surfaces shall be chipped to ensure bond with the patch. Shallow spalled areas shall be chipped to provide space for an adequate patch thickness. The patch shall be finished even with the adjacent surfaces and finished to match existing texture.

Interior Walls, Ceilings, and Trim

Damaged and deteriorated walls, ceilings, and related trim shall be repaired or replaced to provide a safe, attractive interior. Wood trim items and ceilings fixtures shall be removed as necessary to provide access to the damages area. Upon completion of the repair activity, fixtures and trim shall be reinstalled, nails set and filled, and items repainted or refinished to restore them to their original condition. When removing wall or ceiling covering, the Contractor shall inspect the supporting structural system and notify the ACO immediately of any need for repair before proceeding.

Drywall Construction Small dents and holes shall be repaired with spackle over a backing plate when necessary. Spackle shall be feathered on the adjacent surfaces.

Patches shall consist of at least three coats with each completely dry before applying subsequent coatings. The final coat shall be lightly sanded and wiped with a damp cloth or sponge to remove all dust and cement deposits from surrounding surfaces. Loose nails shall be pulled and replaced with a new nail approximately 1 inch away from the existing hole and driven in to form a slight dimple in the surface. The dimple and the existing nail hole shall be filled and finished with spackle. Holes and other defects in wallboard between two studs or beams shall be repaired by removing a rectangle of gypsum board to the center of the adjoining studs or beams and two parallel lines across the board. Cuts shall be neat and shall not tear the paper covering. Edges of abutting sheets shall be sanded to allow for cement build-up in the joint. Replacement gypsum board shall be of the same thickness and texture as the adjacent sheets and shall be nailed into place onto the exposed studs or beams. Joints shall be taped and spackled using the procedure outlined above, reinforcing tape shall be embedded, wrinkle-free, and first layer centered over each joint. Cracks in drywall due to settlement of the wall shall be repaired as specified above for dents and holes.

Vinyl Wall Covering Wall covering which has been ripped or otherwise damaged shall be repaired or replaced as necessary. Wall covering shall be repaired if the damaged area can be patched and not be noticeable. The patch shall overlay the damaged area 1/2 inch of all sides and be continuous with the pattern of the wall covering. The patch shall be glued in place with an adhesive conforming to the wall covering manufacturer's recommendations. Wall covering which is extensively damaged or for which a matching wall covering is not available shall be repaired by replacing the wall covering on the entire wall. If matching wall covering is not available shall be repaired by replacing the wall covering on the entire wall. If matching wall covering is not available, the Contractor shall find a comparable substitute. The Contracting Officer shall approve all replacement wall coverings which do not match the existing wall coverings. Replacement wall covering shall be hung according to the manufacturer's recommendations.

Woodwork Sections of woodwork containing rotted or badly deteriorated wood shall be removed without damaging adjacent surfaces. The surface on which such trim was applied shall be cleaned of all dirt, oil, grease, mildew, moisture and debris and new woodwork matching the existing shall be installed, with nails set and filled. Woodwork shall be secured where loose. Protruding nails shall be set and filled. Rough woodwork shall be sanded to remove paint or varnish runs and abrasions. Holes shall be filled and lightly sanded to provide a smooth, uniform surface. Filled areas to be varnished shall be stained to match surrounding areas. Areas of chipped or peeling paint shall be lightly sanded and wiped clean to remove debris. All repaired and replaced woodwork shall be finished to match surrounding woodwork. Trim to be painted shall be sanded, cleaned, and sealed.

Vinyl Baseboards Deteriorated or damaged sections of vinyl baseboard shall be removed. In areas of loose, deteriorated, or missing baseboards, the wall and floor surfaces shall be cleaned of all dirt, oil, grease, mildew, moisture, adhesive, and debris.

Loose baseboards shall be secured to the wall with an adhesive which conforms to the manufacturer's instructions in the areas where baseboards are missing, damaged, or deteriorated.

Floors Damaged or deteriorated flooring, including wood block factory floors (See

Clause C2.), shall be repaired or replaced to provide a uniform, aesthetic surface. The Contractor shall inspect exposed portions of subfloor during repair or replacement activity. Any evidence of structural damage or deterioration shall be immediately reported to the ACO before proceeding.

Resilient Tiles. Damaged or deteriorated tiles shall be replaced with matching tiles.

Damaged tiles shall be removed without affecting adjacent tiles and the affected areas shall be cleared of all debris and moisture to provide a clean, uniform, dry surface for the installation of new tile. Installation shall be in accordance with manufacturer's instructions. The repaired areas shall be thoroughly cleaned and waxed to provide a uniform surface.

Vinyl Sheet Flooring. Areas of flooring having deep gashes or other defects shall be replaced. A replacement section matching existing flooring which is cut larger than the damaged area shall be taped over the defect such that the decorative flooring pattern is continuous. To ensure a properly fitting patch, the Contractor shall cut through both layers of vinyl around the damaged area. The patch and the section of damaged flooring shall be removed and the underlying surface shall be cleaned of all moisture, adhesive, and debris. The patch shall be installed as recommended by the flooring manufacturer. Loose flooring shall be anchored using an adhesive recommended by the flooring manufacturer. The repaired area shall be thoroughly cleaned and waxed to provide a uniform surface.

Finished Wood Flooring Loose or slightly warped flooring shall be secured with screw- type flooring nails driven at 45 to 50 degree angle. These nails shall be set and filled with a wood putty. Scarred flooring which has holes and gashes less than ½ inch wide shall be filled and stained. All other damaged flooring shall be removed and replaced without damage to adjacent walls or flooring. Damaged subflooring shall be removed and replaced with new exterior grade plywood.

The subfloor shall be covered with a layer of 15 pound asphalt saturated felt lapped 4 inches at edges and ends. The replacement flooring shall be of the same quality, type and species as the existing. The replacement flooring shall be nailed with screw-type flooring nails and be blind nailed at an angle of 45 to 50 degrees or top nailed vertically using pilot holes where necessary to prevent splitting. Where possible, nails shall be driven into supporting floor joists.

Nail heads shall be set and filled. All flooring shall fit tightly, without gaps.

Replacement flooring or damaged flooring which requires touch-up refinishing shall be sanded smooth and swept clean. One coat of wood paste filler shall be applied and allowed to fully dry and then two coats of varnish shall be applied as instructed by the manufacturer.

Wood Doors All exterior wood doors shall have solid cores. Softwood exterior doors shall be water-repellent treated. Interior wood doors shall be of the same species and have the same finish as the original door. Replacement exterior doors shall be installed during the same workday as removal of original door.

Scarred areas of door shall be sanded, wiped clean with a low toxicity solvent, sealed, and finished to match surrounding door surface. All replacement doors shall be installed with the hardware from the damaged door unless the hardware is unrepairable. Small holes in door faces shall be filled and finished to match surrounding door surface. Doors shall be planed (to include appropriate bevel) to provide a minimum 1/16 inch clearance after painting between door and adjoining head and jambs. The bottom of the door shall be trimmed to provide adequate clearance above the floor.

Large and Small Sliding Doors

(Warehouse Doors) All metal and wooden sliding doors will be maintained in good working order.

The Contractor shall ensure metal doors are kept free of rust and wooden doors are water-repellent to eliminate wood rot. All locking devices (including but not limited to, bars, hasp and slides), shall be in operational condition, and all runners, guides, rollers, pulleys, and weights shall be properly aligned and lubricated to ensure smooth operation in opening and closing. Weather stripping shall be inspected and repaired or replaced when necessary to enhance heating and cooling efficiency.

Screens and Screen Doors Oxidation deposits shall be removed from metal parts. The affected area shall be cleaned and protective coating of paste wax shall be applied. Replacement screening shall be of the same material of existing metallic screening. Small holes in screens shall be repaired with a patch matching the existing screening.

The free end of wire patches shall be bent around the existing screen to secure patch in position. Exposed screening ends shall be cemented with a colorless plastic cement. No exposed screening ends shall protrude from screen. Warped screen doors and frames shall be straightened if possible to fit squarely in opening. If beyond repair, warped items shall be replaced.

Windows Damaged, deteriorated, missing, or inoperative window and door components shall be repaired or replaced to provide a sound, serviceable, weather tight installation.

Hardware Hardware items shall include, but not be limited to, latches, keepers, hinges, door and window hardware, and other types of builder's hardware. Exterior and interior hardware items shall be repaired or replaced as necessary.

Operating hardware shall be lubricated and adjusted as needed. Missing screws shall be replaced. Small damaged parts such as striker plates and seal inserts shall be replaced. Replacement hardware shall match existing hardware in type, size, quality, and finish and meet the Building Hardware Manufacturer's Association Product Standards (BHMA). Hardware shall be installed in accordance with the manufacturer's recommendations.

Stairs The Contractor shall secure loose treads, risers, stringers, handrails, brackets, and other components. Badly damaged stair and handrail components shall be finished to match original components. Damaged stair finish shall be repaired in accordance with paragraph ff. above. Trim items susceptible to damage during the repair activity shall be removed and reinstalled upon completion of the repair activity.

Traverse and Curtain Rods Sagging or nonfunctioning rods shall be restored to an operating condition, if possible. If beyond repair, rods shall be replaced. Loose brackets shall be secured. Broken cords shall be replaced. Broken or missing drapery slides shall be replaced. Rods shall be level and parallel with the ceiling.

Additional support b r a c k e t s shall be installed to support sagging rods.

Blinds Venetian blinds and "mini-blinds" shall be restored to an operating condition.

Cracked or damaged slats shall be replaced. Broken or worn cords shall be replaced. Soiled or worn tapes shall be replaced. Loose brackets and supports shall be secured. Damaged or deteriorated hardware shall be replaced or reworked to operating condition. If beyond repair, blinds shall be replaced.

Bathroom Accessories This item shall include, but is not be limited to, paper holders, soap trays and dispensers, towel bars, shower curtain rods, and medicine chests. All bathroom accessories shall be the responsibility of the Contractor.

General Loose items shall be anchored by tightening or replacing screws or by using a suitable adhesive. Damaged or missing items shall be replaced with items matching the original. Replacement hardware shall conform to the Building Hardware Manufacturer's Association Product Standard (BHMA).

Hardware items requiring lubrication shall be lubricated and restored to an operable condition. Repairable rusted metal components shall be cleaned of all rust, coated with a rust inhibitor, and restored to an operational condition.

Mirrors Cracked or broken mirrors shall be replaced. All mirror fragments shall be removed from the site.

Caulking Damaged caulking around sinks, shower stalls, tiles and accessories shall be chiseled out and replaced with non-silicone base sealant unless otherwise specified by the Contracting Officer. The sealant shall be applied according to manufacturer's recommendations.

Other Includes elevated work platforms, guardrails, machine platforms, steps, special stacking blocks, rack flooring, partitions, metal doors, furniture repair and other miscellaneous carpentry work in support of the mission of the MCAS.

Metal Working The Contractor shall be responsible for the maintenance, repair, and replacement of metal components of buildings and structures, installed building equipment, such as exhaust fans, and shall fabricate and install metal components in support of other repair activities. Metalworking shall include heating and bending to form metal shapes, drilling, torch cutting, hammer forging, grinding, sawing, and fitting of metal parts. The Contractor shall also be responsible for welding processes. Welding shall be performed on light gauge, heavy gauge, and hardened metals in flat, vertical, horizontal, and overhead positions. Processes include preheating, brazing, bead welding, tack welding, flame cutting, pressure welding, and heat treating.

Metalworking responsibilities shall also include the full range of metalworking and sheet metal activities which include, but are not limited to:

Metal Components. Fabricating, installing, repairing, and replacing parts or complete assemblies as required for: metal components of buildings (except door hardware), metal parts of installed building equipment, roadway structures, drainage structures, metal signs, installing anchorages in floors and walks to secure pilfer able items.

Other Includes installation, fabrication and repair of ductwork for HVAC systems, required production processes, and PVC and other plastic materials.

General Sheet Metal Contractor personnel must possess the skills necessary to be able to interpret blue prints, drawings, sketches, work orders, templates and patterns as guides for laying out and cutting materials from a variety of sheet metal stocks. Some of which can include monel metal and stainless steel. The Contractor shall be able to manipulate metal to construct single and double hem edges and seams, dovetail and lock seams, set in and burred bottom seams, as well as wired or rolled edges and flanges. The Contractor will be required to lay out and cut materials for any combinations for square, rectangular, circular, conical, cylindrical, oval, irregular, and transitional shapes allowing for seams, joints, laps and shrinkage. The ability to shear, bend and form metal parts into desired shapes with hand, power tools and equipment shall not be beyond the Contractors capability. The Contractor shall be able to determine dimensions by application of basic shop mathematics and be able to utilize scribing tools, dividers, rulers, and other measuring devices. Some examples of equipment that the Contractor shall be able to operate are shears, brakes, folders, formers, crimping, burring, bending machines and associated hand tools. The Contractor shall repair, modify, and/or fabricate metal items for all types of equipment, including light or intricately made mechanical parts that must fit in assemblies where close tolerances are required. The Contractor shall possess the capability to plan, layout, position, and clamp work; manipulate heat for metal to prevent distortion, use templates, jigs, blueprints and other guides to repair, modify or fabricate metal items for all types of material.

Painting The Contractor shall be responsible for the painting, limited to 200 square feet of signs and touch-up work caused by damage from natural causes or repair work. The Contractor shall also be responsible for complete "paint outs." The Contractor shall prepare surfaces, mix paints, and apply prime, intermediate and finish coats. Paint includes all enamels, paints, varnishes, stains, and other coatings whether primer, intermediate or finish coat. Paint used in touch-up painting shall blend with the color and texture of surrounding areas. Touch-up painting shall be accomplished as related item to a maintenance activity. The Contractor shall be responsible for moving, resetting, and protecting occupants' furniture and for protecting all Government-owned property during the work performance. When performing spray painting operations, precautions shall be taken to ensure compliance with 29 CFR 1910.

Painting Responsibilities Painting responsibilities shall include but are not limited to: 1 ) determining type of paint best suited for job, mixing colors for consistency needed to do the work, 2) performing free hand and gold leaf lettering, and silk screening of signs, 3 ) working on a variety of surfaces such as metals, wood, and Masonite; 4) repainting and touching up signs in place on buildings, structures, and appurtenances, 5)painting all repairs (paint used for touch-up and repairs shall blend with the color and texture of surrounding areas); 6) taping, spackling, and repairing gypsum board surfaces; 7) stripping, sanding, and refinishing wood floors of various types; 8) moving, resetting, and protecting furniture and equipment 9) protecting all government owned property during the work performance; and 10) stripping, sanding and refinishing to preserve aesthetics of items that cannot be replaced by items of equal quality.

Materials Paints shall be in sealed containers that plainly show the designated name, formula, or specification number, batch number, color date of manufacturer's directions, and name of manufacturer, all of which shall be plainly legible at the time of use. Pigmented paints shall be furnished in containers not larger than 5 gallons. The use of paint containing more than 0.5 percent lead by weight in the total nonvolatile content of the paint shall be strictly prohibited for painting any surface. Upon request from the ACO, the Contractor shall furnish a supplier's record of batch production data and test results for each batch, except that batch production data may be limited to weight per gallon, viscosity, fineness of grind, drying, time, color, and gloss. When the required quantity of material of a particular color is 5 gallons or less, a proprietary brand of material similar to that specified above may be waived.

All paint materials shall be subject to the approval of the ACO.

Plaster or Wallboard Surfaces Damaged surfaces shall be repaired. Surfaces which chalk severely shall be prepared with conditioner.

Wood Surfaces…