4-PWS_Paint_Req_2017_REV.DOC.pdf

PAINTING AND REPAIRS

FORT LEONARD WOOD and LAKE OF THE OZARKS RECREATION AREA (LORA), MO

TABLE OF CONTENTS

Section No. Description

DIVISION 1 - GENERAL REQUIREMENTS

01010 Summary of Work 01300 Submittals

DIVISION 2 - SITEWORK

02050 Demolition

DIVISION 3 THRU 5 - (NOT USED)

DIVISION 6 - WOOD AND PLASTICS

06200 Finish Carpentry

DIVISION 7 - THERMAL AND MOISTURE PROTECTION

07920 Caulking and Sealants

DIVISION 8 - DOORS AND WINDOWS

DIVISION 9 - FINISHES

09250 Gypsum wallboard 09300 Ceramic Tile 09500 Acoustical treatment 09550 Wood Flooring 09900 Painting, General 09950 Wall Coverings

DIVISION 10 - SPECIALTIES

DIVISION 11 – (NOT USED)

DIVISION 12 – FURNISHINGS

12210 Window Blinds

DIVISION 13 THRU 15 - (NOT USED)

DIVISION 16 - ELECTRICAL

16500 Interior Electrical

SECTION 01010

SUMMARY OF WORK

1. DESCRIPTION OF WORK:

1.1. Work to be Accomplished: The work consists of furnishing all plant, labor and materials and performing all work in strict accordance with these specifications as hereinafter described.

1.2. Location: The site of the proposed work is on the Fort Leonard Wood Military Installation, Fort Leonard

Wood, Missouri and Lake of the Ozarks Recreation Area (LORA), Camden County, Missouri.

2. PRINCIPAL FEATURES: Work to be performed will include, but will not be limited to painting and repairs in accordance with (IAW) the attached Task Lists and specifications. This contract will be a delivery order style contract. All work required shall be on a requirement basis as directed by the Contracting Officer on a delivery order.

3. SEQUENCE OF WORK:

3.1. Occupied Buildings: The area concerned in this project is Government owned and will be in use during the course of this project. The Contractor shall arrange his operations to cause as little interference as possible to the users and to adjacent buildings, or other activities.

3.2. Schedule:

3.2.1. The Contractor shall schedule all activity at the job site through the DPW Contract Inspection Branch a minimum of 24 hours in advance of work. The Contract shall not be on site without prior notification to the DPW Inspection Branch.

3.2.1.1. Unaccompanied Military Personnel Quarters: The Contractor shall complete painting and repair work in unaccompanied military personnel quarters within three (3) consecutive work days, and refinishing of hardwood floors within five (5) consecutive work days after issuance of delivery order. If painting, repair work, and floor refinishing are all required, a total of eight (8) consecutive work days will be allowed for completion of work. The time allowed for completion of work required in each set of quarters will begin at 0730 hours the work day following requirement receipt. Types of quarters and quantities for this work are given in Technical Exhibit A.

3.2.1.2. Other Buildings: Interior painting and repairs in all other buildings shall be completed within the time indicated on the applicable delivery order.

3.2.2. Contractor shall schedule his working hours to coincide with the working hours of the military reservation. Normal working hours of the reservation are 7:30 a.m. to 4:00 p.m., Monday thru Friday, legal public holidays excepted. The Contractor shall not perform work on the reservations beyond the aforementioned working hours without the written approval of the Contracting Officer.

3.2.3. If the Contractor, for his convenience, desires to perform work during other than normal working hours or on other than normal workdays, he shall notify the Contracting Officer and the Directorate of Public Works Inspection Branch at least 72 hours in advance. The Contractor shall not perform work beyond the normal working hours or normal workdays without written approval of the Contracting Officer and the DPW Inspection Branch. The Contractor shall reimburse the Government for any additional expense occasioned the Government thereby, such as, but not limited to, overtime pay for Government inspectors, utilities service, etc.

3.2.4. Time extensions due to adverse weather, increase in scope of work (SOW), or material lead time, must be received in writing prior to scheduled completion date.

3.3. Inspection:

3.3.1. Prior to requesting inspection, the Contractor shall ensure that all trash and disposal materials have been removed from the worksite and the worksite is in a condition considered to be satisfactorily clean to the Contracting Officer. When the Contractor deems all required work in a single building to have been completed, the Contractor shall notify the Inspection Branch and Contracting Officer in writing to schedule a joint inspection of the completed building.

3.3.2. Deficiencies: If the DPW Inspector finds the work to be satisfactorily completed within the time allowed, except for minor deficiencies, the Contractor will be given a written deficiency list that shall be satisfactorily corrected. A copy of the written deficiency list shall be provide to the Contracting Officer.

3.4. Responsibility of the Contractor:

3.4.1. In unoccupied facilities, the Contractor shall be responsible for the security of the facility; i.e., all exterior doors shall be locked, windows closed and locked, etc. The Contractor shall take all possible precautions to maintain the work site, at all times, in a condition that will prevent damage or injury to person or property, Government or otherwise. The Contractor shall be responsible for all damages caused by the negligent acts or omissions of his employees, sub-contractors, or agents during Contract performance.

3.4.2. The Contractor shall be responsible for movement and protection of Government owned furnishings in quarters during Contract performance. The Contractor shall be responsible for all damages caused by the negligent acts or omissions of his employees, sub-contractors, or agents during Contract performance.

3.4.3. Any damages caused by negligence on the part of the Contractor or his/her agents, employees or subcontractors, shall be repaired by the Contractor at no cost to the Government and to the complete satisfaction of the Contracting Officer.

4. WORK SITE HOUSEKEEPING AND CLEANING:

4.1. The Contractor shall remove all trash and disposal material from the worksite before the end of each day, to the extent it is consistent with standard construction practices on Government work sites. The Contractor shall take all possible precautions to maintain the work site, at all times, in a condition that will prevent damage or injury to person or property, Government or otherwise. The above precautions shall include protection from weather conditions. The Contractor shall be responsible for all damages caused by the negligent acts or omissions of his employees, sub-contractors, or agents during Contract performance.

4.2. Materials and equipment utilized during Contract performance shall not be stored on site after normal working hours. Cleaning of equipment used during Contract performance shall be performed outside of an enclosed structure. When cleaning equipment, Contractor shall take precautions to prevent damage or injury to person or property, Government or otherwise. The Contractor shall be responsible for all damages caused by the negligent acts or omissions of his employees, sub-contractors, or agents during Contract performance.

4.3. Wastes classified as hazardous wastes under the Resource Conservation and Recovery Act shall be disposed of off the installation, unless otherwise specified in this contract. No hazardous waste shall be disposed of without prior review of the disposal documents, and the approval of the Contracting Officer and the Directorate of Public Works Environmental Coordinator, or his designated representative. The Contractor shall provide an original copy of the disposal document from the approved EPA or State permitted disposal facility for each shipment of hazardous waste generated in this project to the Contracting Officers designated DPW Inspector.

4.4. Any paint (old or new) on all type cover plates, door hardware, light fixtures, telephones, windows, etc., will be removed by the Contractor. At the Contractor's option, and expense, he may replace the door hardware and cover plates with like items approved by the Contracting Officer.

5. FIRE PROTECTION:

5.1. The Contractor shall submit to the Contracting Officer the manufacturer's certified statements of product flashpoint.

5.1.1. In the event any material or combination of materials used has a flashpoint below 100 degrees

Fahrenheit, the Contractor shall turn off all pilot lights on furnaces, ranges and hot water heaters within the buildings during the operations. The Contractor shall relight the pilot lights after the product has dried and prior to the acceptance inspection.

5.2. Contractor shall take precaution to provide adequate and safe ventilation during painting operations.

5.3. In accordance with Executive Order 13058, "Protecting Federal Employees and the Public from

Exposure to Tobacco Smoke in the Federal Workplace” , DOD Instruction 1010-15 and Fort Leonard Wood Command Policy 19-05, smoking is prohibited inside of and within 50 feet of entrances/exits of buildings located on federal property at all times.

6. DEFINITION OF UNITS AND TERMS:

6.1. Square Feet: A square foot (SF) of lumber or painted surface shall be measured on the actual square foot of finished surface installed or painted.

6.2. Board Feet: A board foot (BF) of lumber shall be a measure using nominal dimensions of twelve inches wide by twelve inches long by one-inch thick (12" x 12" x 1").

6.3. Quarters: Quarters, as used for this contract are defined as units for unaccompanied military personnel.

These units are not family housing units.

6.4. Square: A square shall be measured on the actual surface painted (Area 10' x 10' or 100 square feet).

6.5. Full Paint: Painting all surfaces described in the Section 09900 Painting, General for all rooms in a set of

Unaccompanied Military Housing Quarters, with exception to exterior access furnace or storage rooms.

Also included in “full paints” are all exterior doors and kitchen cabinets. Therefore the Contractor’s bid price for “Full Paint” shall include all interior painting, painting of exterior doors, and painting/varnishing kitchen cabinets.

6.6 Linear Feet: A linear foot (LF) of lumber or painted surface shall be measured on the actual linear footage (12”) of finished surface installed or painted.

7. APPLICABLE PUBLICATIONS: The publications referenced in these specifications shall be the most recent at the time of issuance of the solicitation, unless otherwise specified in Paragraph 1 of each section.

8. QUALITY CONTROL: Prior to commencing work, the Contractor shall establish a Quality Control Plan

(QCP) to assure contract compliance. A copy of the QCP shall be provided to the Contracting Officer at the pre-construction conference. The QCP, including changes, shall be subject to the approval of the Contracting Officer. The QCP shall include the following general features:

8.1. Contingency Plan: The Contractor shall provide a contingency plan for the continued services of this contract in the event of employee’s absences, strikes, or work stoppages and acts of nature (floods, storm, etc.), or equipment breakdown.

8.2. Communications: Describe methods of direct and indirect communication with the Government regarding performance of the contract. At a minimum, the Contractor shall maintain at least one cellular phone to be carried by the Contractor’s on-site representative. The superintendent shall respond to Government calls within thirty minutes of receipt.

8.3. Inspection System: An inspection system covering the services as stated herein. The plan shall specify areas to be inspected on either a scheduled or unscheduled basis and the name and title of the individual who shall do the inspection.

8.4. Identification of Deficiencies: A method of identifying deficiencies in the quality of work performed prior to the level of performance becoming unsatisfactory. The Contractor shall not rely on Government direction in correcting discovered deficiencies, but shall identify and correct problem areas on his/her own. Records shall be kept of identified deficiencies and the solutions to those deficiencies. The communication methods described in paragraph 8.2 shall include corrective action reporting. Short term remedial actions and long term solutions shall be described in the corrective action report. All inspection documents shall be made available to the Government upon request.

9. DISPOSAL OF MATERIALS: All materials removed and not reused or designated as salvage material in this project shall become the property of the Contractor. The Contractor shall lawfully dispose of such materials at the Contractor’s sole expense IAW the following rules:

9.1. Recyclable Materials: The Contractor can utilize the Fort Leonard Wood Recycling Center (Building

2549) for disposal of uncontaminated recyclable materials. A current list of recyclable materials accepted at the center can be provided upon request. The Government reserves the right to discontinue accepting any material found on the list without prior notification to the Contractor. Discontinuance of acceptance of material is at the discretion of the Fort Leonard Wood Recycling Center and shall not result in Contract modification or consideration for adjustment. Materials not currently recyclable by the Fort Leonard Wood Recycling Center shall be disposed of as provided IAW 9.2 Disposal of Demolition Waste.

9.2. Disposal of Demolition Waste: The Contractor shall dispose of demolition waste at an off-post landfill licensed by the State of Missouri to accept such waste. Disposal of demolition waste shall be in accordance with 10 SCR Chapter 80-4. The Contractor shall provide all necessary forms and information for the disposal to the landfill operator and Missouri Department of Natural Resources

MDNR.

9.3. Disposal of Hazardous Waste: The Contractor shall dispose of any wastes classified as hazardous wastes under the Resource Recovery and Conservation Act (RCRA). The storage, containerization, characterization, labeling, placarding, documentation, manifesting transportation and final disposition of all hazardous and solid waste will be accomplished IAW all federal, state, local and FLW laws, regulations and guidance. The Contractor will procure all necessary licenses, permits and authorizations.

All mercury containing thermostats and switches, PCB ballasts and florescent lighting will be disposed of through the FLW base maintenance contractor IAW the FLW SOP “Lighting and Thermostat Recycle/Disposal Guidance.” All other hazardous waste shall be disposed of at an off-post disposal site licensed by the State of Missouri to accept such waste. Notification and approval by the Contracting Officer and the FLW Environmental Coordinator is required prior to any action related to the disposal of hazardous waste.

9.4. Disposal of Other Waste: The Contractor shall dispose of any wastes not specifically covered by paragraphs 9.1 through 9.3 at an off-post disposal site licensed by the State of Missouri to accept such waste.

10. PROHIBITED MATERIALS: Materials that contain Polychlorinated Biphenyls (PCBs), lead-based paint, and asbestos are prohibited.

11. ASBESTOS CONTAINING MATERIALS:

11.1. Maintenance, modification, or demolition activities where exposure to asbestos fibers may occur from previously installed friable or non-friable asbestos containing material (ACM) will be identified by the Contractor and coordinated with the DPW Inspection Branch . The Government will identify the known existence of ACM in areas where work is to be performed under individual orders prior to the issuance of the order.

11.2. The Contractor shall incorporate the Government’s historical documentation and recommendations for existing ACM into the work practices employed to ensure that all precautions are taken not to disturb or disrupt any known ACM. The Contractor shall report any unforeseen findings of ACM to the Contracting Officers designated DPW Inspector prior to initiating any further actions in the area of discovery under the affected order. The DPW Inspection Branch will coordinate directly with the DPW ENV Asbestos Manager for additional instructions at (573) 596-0882.

11.3. Worker safety and environmental protection practices shall comply with current, applicable local and

Installation policies, laws, rules, regulations, ordinances, and the applicable requirements of the Missouri Department of Natural Resources (MDNR), the Occupational Safety and Health Administration (OSHA), and the U.S. Environmental Protection Agency (EPA).

12. SPILL PREVENTION AND RESPONSE:

12.1. A Spill Prevention and Response Plan is required and shall include the procedures, instructions, and reports to be used in the event of a spill of a substance regulated by 40 CFR 112, 40 CFR 265, and/or regulated under State or Local laws and regulations. This plan shall include the name of the individual who will report any spills or hazardous substance releases, and the individual who will follow up with complete documentation.

12.2. Spills of hazardous materials/wastes, and spills of petroleum/oil/lubricants, shall be immediately reported and cleaned up to the satisfaction of the governing regulatory agency (Federal, State, or local) at the Contractor’s expense. Spills must be reported immediately to the local Fire Department (911), the Fort Leonard Wood Environmental Office (573/596-0882), and the Contracting Officer’s designated DPW Inspector. The Contractor shall cease all activity in the area of the spill or in the area of discovered contamination and shall not commence work in that area until so directed by the Contracting Officer.

12.3. All petroleum, oil, lubricants, hazardous materials, and hazardous waste in 55-gallon containers or larger must have secondary containment capable of holding at least 110% of the capacity of the single largest container.

13. ENVIRONMENTAL SUSTAINMENT AND MANAGEMENT SYSTEMS (ESMS)

13.1. The Contractor shall perform work under this contract consistent with the relevant policy and objectives identified in the Fort Leonard Wood ESMS applicable for the contract. (The ESMS is found at Technical Exhibit B.) The Contractor shall perform work in a manner that conforms to all appropriate Environmental Management Programs and Operational Controls identified by the Fort Leonard Wood ESMS, and provide monitoring and measurement information as necessary for the organization to address environmental performance relative to the environmental, energy, and transportation management goals.

13.2. In the event an environmental nonconformance or noncompliance associated with the contracted services is identified, the contractor shall take corrective and/or preventative actions. In the case of a noncompliance, the Contractor shall respond and take corrective action immediately. In the case of a nonconformance, the Contractor shall respond and take corrective action based on the time schedule established by the ESMS Coordinator. In addition, the Contractor shall ensure that their employees are aware of the roles and responsibilities identified by ESMS and how the requirements affect their work performed under this contract. Government-provided information flyers can be provided to assist in education when requested.

14. ACCESS AND GENERAL PROTECTION/SECURITY POLICY AND PROCEDURES. All Contractor and sub-contractor personnel performing tasks on this PWS shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures which will be provided to the Contractor by a Government representative within five working days of Task Order award. Contractor shall provide all information required for background checks to meet installation access requirements as performed by the installation Provost Marshal Office, Director of Emergency Services or Security Office. Requesting Contractor shall submit request for installation pass to the COR or KO at https://vcc1.icmvcc.com/im3500/. Contractor personnel shall comply with all personal identity verification requirements as directed by DoD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of the base contract to this task order, should the Force Protection Condition (FPCON) at any facility or installation change, the Government may require changes in Contractor security matters or processes.

14.1 Antiterrorism (AT) Level I Training: All contractor and sub-contractor employees requiring access to

Army installations, facilities and controlled access areas shall complete AT Level I awareness training available at https://atlevel1.dtic.mil/at within 10 calendar days of Task Order award; or for new employees within 10 working days of beginning performance on this Task Order. Contractor shall submit certificates of completion for all personnel to the COR within five calendar days of completion of the training.

14.1.1 In the event that the automated system at https://atlevel1.dtic.mil/at/ is not available (e.g., server problems), Level I AT Awareness Training can be provided by a qualified instructor.

However, if the training is not completed online, the Level I AT Awareness Instructor qualification must be coordinated with the Installation Antiterrorism Officer (or Installation Security equivalent) and the resultant name(s) of approved instructors shall be provided to the KO or designee along with all associated cost or schedule impacts to the Task Order.

14.1.2 AT performance (Level I AT Awareness Training attendance and compliance) may be documented as a performance metric under this Task Order, and be part of past performance information in support of future source selections.

14.2 iWatch Training: Within 10 calendar days of Task Order award and within 10 calendar days of new

Contractor employees commencing work on this Task Order, all Contractor and sub-contractor employees shall review the FLW Directorate of Emergency Services (DES) web link for iWatch training located at http://www.wood.army.mil/LEC/iWatch/iWatch.htm. This locally developed training will inform employees of the types of behavior to watch for and how to report suspicious activity. Suspicious activity shall be reported to the COR or KO.

14.3 OPSEC Standard Operating Procedure/Plan (SOP): The MSCoE Requiring Activity/COR will ensure the contractor (after selected) is aware of the MSCoE OPSEC Plan and is in compliance with the MSCoE OPSEC Plan during contract performance.

14.4 OPSEC Training: Pursuant to AR 530-1, new contractor personnel must complete Level I OPSEC training within 30 calendar days beginning performance on this contract. For contracts that cross fiscal years, or for contracts with option years, all contractor personnel shall complete annual OPSEC awareness training. MSCoE OPSEC Officer will provide training.

SECTION 01300

SUBMITTALS

1. GENERAL: All items of equipment and/or materials that are defined or described in the contract require submission in accordance with this section. Brochures, samples, certificates of compliance and test reports, as applicable, shall be submitted by the Contractor to the Contracting Officer and approval given by the Contracting Officer before that item of equipment or material is installed under this contract.

1.1. All of the data required shall be submitted at one time. Approval of materials, equipment, and methods, shall be withheld until all of the required information has been submitted and is in the hands of the Contracting Officer. All submissions must be in sufficient detail to adequately determine that the item will meet the requirements of the specifications.

1.2. All submittals shall be transmitted to the Contracting Officer for review and approval within thirty calendar days after contract award date on Engineer Form 4025 in quadruplicate. The forms shall be completed as directed. No submittal will be accepted unless it is on the subject form. All attachments to the transmittal form, such as catalog cuts, brochures, certifications, etc., shall be submitted in four copies.

1.3. The Contractor shall complete and submit to the Contracting Officer, for approval, four copies of

Engineer Form 4288 Submittal Register. At a minimum, the submittal register shall include a listing of all items listed in paragraph 2 of this section. This submittal register shall be provided with the initial set of submittals the Contractor submits for approval. This register will be maintained by the Government to insure that all required items are submitted and approved IAW the contract requirements.

1.4. Scheduling: A minimum of fourteen calendar days will be scheduled for review and approval of submittals and possible resubmittal of any items subject to approval. For shop drawings submittals, a minimum of twenty-one calendar days will be allowed for review and approval and possible resubmittal.

2. SUBMITTAL APPROVALS:

2.1. At a minimum, the following list of materials and methods will require approval under the Contract Clause, FAR 52.236-5, entitled Material and Workmanship. The Contracting Officer may require additional submittals as deemed necessary. If additional items are required to be submitted a revised Engineer Form 4288 shall be prepared by the Contractor and submitted with the additional submittals.

The Contractor shall not proceed with work using materials and methods which are subject to approval, until they are approved.

2.2. Materials and methods requiring approval:

Quality Control Plan Vinyl Asbestos Floor Tile Removal Plan and Certifications Lead-Based Paint Removal Plan and Certifications All Paints, Primers and Varnishes Gypsum Wallboard Knock-Down Sample Primers and Adhesives Vinyl Wall Covering Hardwood Flooring Wood filler Stair Riser and Tread Oak Handrail All Types of Wood Trim All Doors and Frames, interior and exterior All Types of Door Hardware

Storm Doors and Closures Sample Cabinet Doors and Drawers Countertops Kitchen Sink and Faucets Lavatory, Faucets, Stopper and Drain Bath Tubs, Stoppers and Faucets Bathtub Wall Kits All Light Fixtures Ceramic Floor and Wall Tile and Adhesives 1/4-Inch Plywood Underlayment Vinyl Floor Coverings and Adhesive Manufacturer’s Color and Pattern Charts for Resilient Flooring Vinyl Border Vinyl Base Aluminum Edgings for VCT and Sheet Vinyl Flooring Electrical Materials Caulks and Sealants Garbage Disposal Sisal Wall Covering and Track/Trim Material Corner and Wall Guards PVC Handrails Sample of Textured Finish on Gypsum Board Stick-on Letters/Numbers Ceiling Tile Vinyl Composition Tile (VCT) Spill Prevention and Response Plan Manufacturer's certified statements of product flashpoint All Blinds

SECTION 02050

DEMOLITION

PART 1 - GENERAL

1. GENERAL REQUIREMENTS: The work includes demolition or removal of all material/construction indicated or specified. All materials resulting from demolition work, except as indicated or specified otherwise, shall become the property of the Contractor and shall be removed. Rubbish and debris shall be removed from the work site daily unless otherwise directed so that the Contractor does not allow accumulation inside or outside the building. Materials that cannot be removed daily shall be stored in areas specified by the Contracting Officer.

2. SUBMITTALS: When required by Contracting Officer in specific instances, demolition procedures shall be submitted for approval IAW Section 01300. The procedures shall provide for safe conduct of the work, protection of property that is to remain undisturbed and coordination with other work in progress. The procedures shall include a detailed description of the methods and equipment to be used for each operation and the sequence of operations.

3. DUST CONTROL: The amount of dust resulting from demolition shall be controlled to prevent the spread of dust and avoid creation of a nuisance in the surrounding area. Use of water will not be permitted when it will result in or create hazardous or objectionable conditions such as ice, flooding and pollution.

4. PROTECTION OF EXISTING WORK: Before beginning any cutting or demolition work, the Contractor shall carefully survey the existing structure/materials to determine the extent of the work required. The Contractor shall take all necessary precautions to insure against damage to existing structure/materials to remain in place, to be reused or to remain the property of the Government and any damage shall be repaired or replaced as approved by the Contracting Officer at no additional cost to the Government.

PART 2 - EXECUTION

5. DEMOLITION REQUIREMENTS:

5.1. Floor Coverings: When replacing vinyl floor covering (vinyl composition tile or sheet vinyl) the existing vinyl flooring shall be removed to the original sub-floor surface. The sub-floor shall be prepared for installation of new vinyl flooring IAW the approved manufacturer's instructions. Payment for preparation of existing sub-floor shall be included in the applicable Bid Price for installing all types of floor covering and no additional payment will be made for this work.

5.2. Protruding Nails: Nails protruding from walls and ceilings shall be removed and replaced with drywall screws as required to bring wallboard in contact with structural framing members. Damaged areas shall be repaired IAW Section 09250 and painted IAW Section 09900. Payment for removal of nails, replacing with drywall screws, and patching and finishing of areas shall be included in the applicable Bid Price for painting, replacing gypsum board, providing a textured surface, or installing wall covering and no additional payment will be made for this work.

5.3. Demolition Associated with Installation of Wall Coverings:

5.3.1. Wall-Mounted items: Before installation of wall coverings, the Contractor shall remove wall mounted items, to include door stops, telephones and associated conduit, ventilation grilles, fire extinguishers, thermostats and associated conduit, and handrails. Others items that shall be removed that are generally found in the General Leonard Wood Army Community Hospital (GLWACH) are call lights, access covers to X-ray hook-ups, oxygen supply valves, and staff telephones, wall clocks, floor light covers, fire hose enclosures, bumper guards, and intercoms and associated conduit. The Contractor may also have to move telephone booths located in GLWACH. After wall coverings have been installed, the Contractor shall properly reinstall all removed items. Payment for removal and reinstallation of wall mounted items for installation of new wall coverings shall be included in the applicable Bid Price for installation of wall coverings and no additional payment will be made for this work.

5.3.2. Existing Wall Coverings: Where new sisal or vinyl wall coverings are to be installed, all existing wall coverings (i.e. wallpaper, paneling, etc.) shall be removed to the gypsum wallboard surface and the areas shall be patched and prepared for installation of new wall covering as required.

Payment for removal of wall coverings and patching of wall areas for installation of new wall coverings shall be included in the applicable Bid Price for installation of wall coverings and no additional payment will be made for this work.

5.4. Damaged or Deteriorated Hardwood Flooring: Damaged or deteriorated hardwood flooring shall be removed to the original sub-floor in areas as directed by the Contracting Officer. Demolition of hardwood flooring may involve removal and reinstallation of gas or electric hot water heaters, which shall be included in the applicable Bid Price for replacing hardwood flooring; no additional payment will be made for this work.

5.5. Damaged or Deteriorated Subflooring: Damaged or deteriorated subflooring shall be removed to the surface of the structural floor joist in areas as directed by the Contracting Officer.

5.6. Damaged Gypsum Board: Areas of damaged gypsum board shall be removed as directed by the

Contracting Officer. Gypsum wallboard and all existing wall covering, paneling, etc., shall be removed to the structural framing members and surfaces prepared for installation of new gypsum board. Payment for removal of existing wall covering and prep for new gypsum board shall be included in the applicable Bid Price for replacement of gypsum wallboard and no additional payment will be made for this work.

5.7. Base Shoe: Payment for removal of base shoe where hardwood floors are to be refinished shall be included in the Bid Price for refinishing hardwood floors.

5.8. Door Trim and Sill Plates: Payment for removal of door trim and sill plates for doors to receive new frames and trim shall be included in the applicable unit Bid Price for replacing the door frame.

5.9. Handrail: Handrail shall be removed to the nearest complete section in locations where directed by the

Contracting Officer.

5.10. Receptacle and Switch Cover Plates: All cover plates shall be removed prior to painting. Upon completion of painting, the Contractor shall reinstall the cover plates. All paint, either new or existing, shall be thoroughly removed from cover plates prior to their reinstallation. Payment for removal, cleaning and reinstallation of all cover plates shall be included in the Bid Price for painting miscellaneous surfaces.

5.11. Doors and Frames: Existing doors and frames to be replaced shall be removed in a manner to prevent damage to adjacent surfaces. All door hardware shall be removed from doors to be replaced and reinstalled on the new door. If hardware is unable to be reused as determined by the Contracting Officer’s designated DPW Inspector, new hardware shall be installed IAW the applicable Task item for the type of hardware to be replaced. Special care shall be taken when replacing door frames to prevent damage to siding and wall areas around doors. Any damaged areas shall be repaired, at no cost to the government, to the satisfaction of the Contracting Officer.

5.12. Removal of Vinyl-Asbestos Floor Tile (VAT) and Mastic:

5.12.1. The Contractor shall submit a "Vinyl-Asbestos Floor Tile Removal Plan" prior to commencement of work. This plan shall detail all aspects of their proposed removal and handling procedures to include worker protection and disposal.

5.12.2. Contractor employees shall have a minimum of 16 hours of asbestos training by a person certified with the State of Missouri as an asbestos abatement supervisor. The Contractor shall provide documentation showing proof of training for each employee associated with the removal of asbestos as well as the Trainer's State Certification.

5.12.3. The removal procedures for Vinyl-Asbestos Floor Tile (VAT) and mastic shall include notification to the Directorate of Public Works (DPW) Environmental Branch of all asbestos abatements prior to the start of the project. This notification shall include the facility number, abatement procedure (mechanical, chemical, or full-abatement), and removal date. This notification does not take the place of the Contractor notifying the Missouri Department of Natural Resources (MDNR) per regulations. The Contractor is responsible for all notifications, fees, licenses, training, permits, etc. required to perform the work in accordance with applicable federal and State statutes and regulations, and for subsequent fines or other penalties resultant from their failure to conform to those requirements.

5.12.4. The Contractor shall remove, containerize and dispose of VAT and mastic in accordance with

MDNR Guidelines for Non-friable Asbestos Containing Materials. The Contractor shall not grind, saw, crumble, scrape, or use any other mechanical means to remove vinyl-asbestos tile that will render it friable. Immediately upon removal, the Contractor shall place the VAT and mastic material in approved containers/bags. The Contractor shall affix a proper asbestos caution label to each container/bag and it shall be the Contractor's responsibility for lawful disposal.

5.12.5. If the Contractor abatement action renders the VAT friable during the removal process, than the removal shall be considered a regulated abatement and all State and federal regulations for a friable asbestos abatement shall apply, regardless of the quantity to be removed.

5.13. Lead-Based Painted Items: Removal of lead-based painted items such as window casings, window trim, wall base and shoe mold, and exterior door, jamb, trim and threshold need not be tested prior to disposal.

Such wastes may be disposed of in either a sanitary or a demolition landfill in Missouri. Removal of lead-based painted items shall be IAW 19 CSR 30-70.630 and 29 CFR Part 1926. Removed lead-based painted material shall be the Contractor’s responsibility for lawful disposal. The Contractor shall submit a “Lead-Based Paint Removal Plan” prior to commencement of work. This plan shall detail all aspects of their proposed removal and handling procedures, to include worker protection and disposal.

5.14. Caulk and Expansion Joint Work: Masonry buildings constructed prior to 1978 must be evaluated for non-liquid polychlorinated biphenyls (NLPCBs). Areas where work will affect caulk in expansion joints, windows and exterior doors shall be coordinated with the FLW Environmental Office.

6. DISPOSITION OF MATERIALS: Unless otherwise specified, title to all materials to be demolished is vested in the Contractor. The Government will not be responsible for the condition, loss or damage to such property.

7. CLEAN-UP:

7.1. Debris and Rubbish: Debris and rubbish shall be removed from the work site and adjacent areas.

7.2. Debris Control: Debris shall be removed and transported in a manner as to prevent spillage on streets or adjacent areas.

7.3. Disposal: All refuse shall be disposed of IAW Section 01010 of these specifications.

SECTION 06200

FINISH CARPENTRY

1. APPLICABLE PUBLICATIONS: The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only.

1.1. American National Standards Institute (ANSI) Publication:

A156.9 Cabinet Hardware

A161.2 Performance Standards for Fabricated High Pressure Decorative Laminate

Countertops

1.2. National Electrical Manufacturer's Association (NEMA):

LD-3 High-Pressure Decorative Laminates

1.3. Architectural Woodwork Institute (AWI) Publication:

AWI/AWMAC Quality Standards

1.4. Federal Specifications (Fed. Spec.)

MMM-A-181D Adhesive, Phenol, Resorcinol or Melamine Base

WW-P-541/5B(1) Plumbing Fixtures (Sinks, Kitchen, Service, and Laundry Trays)

WW-P-541/4B(1) Plumbing Fixtures (Lavatories) (Detail Specification)

1.5. U. S. Department of Commerce, National Bureau of Standards, Product Standards (DOC PS):

PS l Construction and Industrial Plywood

PS 20 American Softwood Lumber Standard

1.6. Southern Pine Inspection Bureau (SPIB) Publication:

Lumber Grading Rules

1.7 Western Wood Products Association (WWPA) Publication:

Western Lumber Grading Rules

1.8 American Society for Testing Materials (ASTM):

F1667 Standard Specification for Driven Fasteners: Nails, Spikes and Staples

2. GENERAL REQUIREMENTS:

2.1. Grading and Marking: Materials shall bear the grade mark, stamp or other identifying marks indicating grades of material and rules or standards under which produced. Such identifying marks on a material shall be IAW the rule or standard under which the material is produced including requirements for qualifications and authority of the inspection organization, usage of authorized identification and information included in the identification. The inspection agency for lumber shall be certified by the Board of Review, American Lumber Standards Committee, to grade the species used.

2.2. Sizes and Patterns: Lumber sizes and patterns shall conform to Product Standard PS 20, and unless otherwise specified, shall be surfaced on four sides. Sizes and patterns for materials other than lumber shall conform to requirements of the rules or standards under which produced. Size references, unless otherwise specified, are nominal sizes and actual sizes shall be within manufacturing tolerances allowed by the standard under which the product is produced.

2.3. Moisture Content: The maximum moisture content of treated and untreated trim and wood shall be twelve percent (12%) at the time of delivery to the job site and when installed. Moisture content of all other materials shall be IAW the standard under which the product is produced.

3. SUBMITTALS:

3.1. Shop Drawings: Shop drawings of countertops, cabinet doors and drawers, woodwork items such as stair treads and risers, oak handrails and all corner guards shall be submitted for approval IAW Section 01300.

Shop drawings shall indicate materials and details of construction, methods of fastening and erection and installation details.

3.2. Samples and Descriptive Data: Samples and descriptive data of stainless steel kitchen sinks, lavatories, kitchen faucets, lavatory faucets and commode stainless steel supply line, shut-off valve, escutcheons and wax ring shall be submitted for approval. Samples and descriptive data of plastic laminate, kitchen cabinet and bathroom vanity countertops, kitchen and bathroom cabinet doors and drawers and cabinet hardware shall be submitted for approval. Samples and descriptive data of all types of shaped or molded trim required to be used shall be submitted for approval. Samples shall be of sufficient size to show pattern and type, as applicable.

4. DELIVERY AND STORAGE: Materials shall be delivered to the site in undamaged condition, stored in fully covered areas and protected from extreme changes in temperature and humidity.

5. FIELD DIMENSIONS: The Contractor shall be responsible for all details and field dimensions.

PART 2 - PRODUCTS

6. MATERIALS:

6.1. Nails: Nails shall be the size and type best suited for the project requirements, hot-dip galvanized or aluminum for exterior use, IAW ASTM F1667 when applicable.

6.2. Trim: Trim shall be species and grade IAW SPECIES AND GRADE TABLE at end of this section.

Design shall match the trim to be replaced as closely as possible. Patterns shall be IAW grading rules for species for such items as door and window casings and baseboards. Trim shall be assembled and sanded at the mill insofar as practicable in maximum practicable lengths. Finger joints are not permitted.

6.3. Cabinet and Countertops: Kitchen and bathroom cabinet doors and drawers shall conform to AWI

Section 400B for Quality Standard. Kitchen and bathroom vanity countertops shall conform to the standards set forth in ANSI A161.2. Provide cabinets and countertops of custom quality standards.

Countertops shall be installed in full length sections to the maximum extent possible. Splicing shall be kept to a minimum.

6.3.1. Kitchen countertops shall be preformed, plastic laminate countertops with four inch (4") high backsplash. Length and width of countertops shall match the countertop to be replaced.

6.3.2. Bathroom vanity countertops shall be preformed, plastic laminate countertops with four inch (4") high backsplash. Length and width of countertops shall match the existing countertop to be replaced.

6.3.3. Cabinets and countertops shall be assembled at the mill insofar as practical and delivered ready for installation. When necessary to cut and fit on the job, material shall be made with allowance for cutting. All work shall be made IAW measurements taken at the job site.

6.3.4. Mill assemblies shall be joined with concealed nails, screws, dowels and glue blocks. Glue shall be waterproof.

6.3.5. Unexposed plywood for cabinet work shall be 1/2-inch thickness, any species, group A-D soft wood exterior plywood with hardwood edge band on exposed edges. Interior of cabinet work not exposed to view shall be shop painted. Exterior faces of cabinet doors and drawers shall match the door or drawer that is being replaced in finish, material, thickness and dimension.

6.3.6. Plastic laminate shall conform to NEMA Publication No. LD-3, Type I, Class I, Furniture finish for exposed view. Use 0.050 inch thick material for countertops, backsplashes and associated edge work. Plastic laminate color, texture and pattern shall be selected from manufacturer's standard patterns and colors.

6.3.7. Cabinet hardware shall match the existing hardware and shall conform to ANSI A156.9.

6.3.8. Kitchen sinks shall conform to Fed. Spec WW-P-541/5B(1). Sinks shall be flat rim type with ledge. Faucet bodies and spouts shall be cast or wrought copper alloy. Faucet shall be of washerless design with sprayer and have metal single lever handle. Faucet handle shall be corrosion-resisting steel or copper alloy. Faucet spout strainer shall have internal threads.

Escutcheons shall be corrosion-resisting steel. Drain assembly including drain plug, cup strainer, cross bars, jam nuts, washers and coupling shall be copper alloy or corrosion-resisting steel. Stoppers shall be copper alloy or corrosion-resisting steel. Traps shall be of two-piece construction and shall be wrought copper alloy. Sinks shall be without drain-board and contain holes for faucets. Sinks shall be double bowl, Size - 1, Width = 32 inches, Front to back = 21 inches, depth = 7-1/2 inches, and stainless steel with a minimum thickness of 20 gauge. All faucets and exposed fittings shall be highly polished chrome finish. Stainless steel sinks shall be brushed-finished.

6.3.9. Lavatories shall conform to Fed. Spec. WW-P-541/4B(1). Lavatories shall be vitreous-china, minimum 19" x 16" by the manufacturer's standard depth, oval, with trim ring for countertop installation, for center set chrome plated combination faucet supply, stopper and drain fitting type 14D self-rimming type. Lavatories shall be furnished with holes for faucets and chrome plated supplies and angle stops. Faucet bodies and spouts shall be cast or wrought copper alloy. Faucet shall be of washerless design. Faucet spout strainer shall have internal threads. Escutcheons shall be corrosion-resisting steel. Drain assembly including drain plug, cup strainer, cross bars, jam nuts, washers and coupling shall be copper alloy or corrosion-resisting steel. Stoppers shall be copper alloy or corrosion-resisting steel. Traps shall be of two-piece construction and shall be wrought copper alloy. All faucets and exposed fittings shall be highly polished chrome finish.

6.4. Corner Guards:

6.4.1. PVC Corner Guards: PVC corner guards shall be snap-on, stain resistant 3" x 3" series 150

(corner guard) and series 170 (bull nose) as manufactured by InPro Corporation of Muskego, WI or an approved equal. The corner guards shall be in colors as directed by the Contracting Officer for each installation. Installation shall be as per manufacturer's instructions.

6.4.2. Extruded Polycarbonate Corner Guards: New corner guards shall be 2 1/2" x 2 1/2" x 0.100" thick. The corner guards shall be clear or in colors as requested by the Contracting Officer for each installation. Installation shall be as per manufacturer's instructions.

6.4.3. Stainless Steel Corner Guards: Corner guards shall be 3" x 3" stainless steel (30 gauge minimum).

Finish shall be submitted for approval. Installation shall be as per manufacturer's instructions.

6.5. Wall Guards, Corners and End Caps:

6.5.1. 3” PVC Wall Guards, Corners and End Caps: Wall guards, corners (inside and outside) and end caps shall be PVC, snap-on, stain resistant, 3” high, series 500, as manufactured by InPro Corporation of Muskego, WI or approved equal. The wall guards, corners and end caps shall be in colors as directed by the Contracting Officer for each installation. Installation shall be as per manufacturer’s instructions.

6.5.2. 7-3/4” PVC Wall Guards, Corners and End Caps: Wall guards, corners (inside and outside) and end caps shall be PVC, snap-on, stain resistant, 7-3/4” high, series 700, as manufactured by InPro Corporation of Muskego, WI or approved equal. The wall guards, corners and end caps shall be in colors as directed by the Contracting Officer for each installation. Installation shall be as per manufacturer’s instructions.

6.5.3. Oak Wall Guards and Corners: Wall guards, corners (inside and outside) shall be a solid oak 1” x

4” mounted to the wall with 2-3/4” high decorative solid oak trim mounted to the face. Wall guard and corners shall be sanded and stained as directed by the Contracting Officer. See typical trim pattern at the end of this section.

6.6. PVC Handrails: Handrails, corners (inside and outside) and returns (left and right) shall be PVC, snap-on, stain resistant, 5-1/4” high, series 1100, as manufactured by InPro Corporation of Muskego, WI or approved equal. The handrails, corners and returns shall be in colors as directed by the Contracting Officer for each installation. Installation shall be as per manufacturer’s instructions.

PART 3 - EXECUTION

7. TRIM: Replace wood trim as directed by the Contracting Officer. Trim shall include door trim, window trim, base, base shoe mold, ceiling mold, window stools, window sills and any other miscellaneous trim items that require replacement. This includes, but is not limited to, removal, replacement, nailing, puttying and painting.

Trim shall be installed straight, plumb, level and with closely fitted joints. Exposed surfaces shall be machine sanded at the mill. Molded work shall be coped at returns and interior angles and mitered at external corners.

Intersections of flatwork shall be shouldered to ease any inherent changes in plane. Door trim shall be provided in single lengths. Blind nailing shall be used to the extent practicable and face nailing shall be set and stopped with a non-staining putty to match the finish applied. Screws shall be used for attachment to metal; setting and stopping of screws shall be of the same quality as required where nails are used.

8. CABINET DOORS AND DRAWERS: Replace damaged wood kitchen and bathroom cabinet doors and drawers in locations as specified by the Contracting Officer.