Painting and Repairs IDIQ SOW FY 26 DRAFT COPY.pdf

PAINTING AND REPAIRS IDIQ

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

TABLE OF CONTENTS

DIVISION 1 - GENERAL REQUIREMENTS

01 11 00 Summary of Work

01 33 00 Submittals

DIVISION 2 - SITEWORK

02 41 00 Demolition

DIVISION 7 - THERMAL AND MOISTURE PROTECTION

07 92 00 Caulking and Sealants

DIVISION 9 - FINISHES

09 23 00 Gypsum wallboard

09 51 00 Acoustical treatment

09 72 00 Wall Coverings

09 90 00 Painting, General

DIVISION 12 - FURNISHINGS

12 21 00 Window BlindsDRAFT

01 11 00 - 1

SECTION 01 11 00

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. The time allowed for completion of work required in each set of quarters will begin at 0730 hours the work day following requirement receipt.

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.

DRAFT

01 11 00 - 2

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.

01 11 00 - 3

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

01 11 00 - 4 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. Quarters: Quarters, as used for this contract are defined as units for unaccompanied military personnel. These units are not family housing units.

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

6.4. 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.

01 11 00 - 5

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 fluorescent lighting will be disposed of through the FLW base maintenance contractor IAW the FLW SOP

01 11 00 - 6

"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.

01 11 00 - 7

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 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. Physical Security: The contractor shall be responsible for safeguarding all government equipment, information and property provided for contractor use at the close of each work period, government facilities, equipment, and materials shall be secured.

14.1 Key Control: The Contractor shall establish and implement methods of making sure all keys/key cards issued to the Contractor by the Government are not lost or misplaced and are not used by unauthorized persons. NOTE: All references to keys include key cards. No keys issued to the Contractor by the Government shall be duplicated. The Contractor shall develop procedures covering key control that shall be included in

01 11 00 - 8 the Quality Control Plan. Such procedures shall include turn-in of any issued keys by personnel who no longer require access to locked areas.

The Contractor shall immediately report any occurrences of lost or duplicate keys/key cards to the Contracting Officer.

14.2 In the event keys, other than master keys, are lost or duplicated, the Contractor shall, upon direction of the Contracting Officer, re-key or replace the affected lock or locks; however, the Government, at its option, may replace the affected lock or locks or perform re-keying.

When the replacement of locks or re-keying is performed by the Government, the total cost of re-keying or the replacement of the lock or locks shall be deducted from the monthly payment due the Contractor.

In the event a master key is lost or duplicated, all locks and keys for that system shall be replaced by the Government and the total cost deducted from the monthly payment due the Contractor.

14.3 The Contractor shall prohibit the use of Government issued keys/key cards by any persons other than the Contractor's employees.

The Contractor shall prohibit the opening of locked areas by Contractor employees to permit entrance of persons other than Contractor employees engaged in the performance of assigned work in those areas, or personnel authorized entrance by the Contracting Officer.

14.4 Lock Combinations: The Contractor shall establish and implement methods of ensuring that all lock combinations are not revealed to unauthorized persons. The Contractor shall ensure that lock combinations are changed when personnel having access to the combinations no longer have a need to know such combinations. These procedures shall be included in the Contractor's Quality Control Plan.

15. ACCESS AND GENERAL PROTECTION/SECURITY POLICY PROCEDURES: FLW Automated Installation Entry (AIE) Pass Transition. The included instructions/form for requesting a Ft. Leonard Wood AIE pass supersede those previously communicated. The AIE pass form (see attached) has been revised for applicants to provide citizenship status, Foreign Nationals Alien Registration/Passport number and Country of Birth information. An electronic copy of the spreadsheet will be sent via email for your use. As with the previous version, all information must be typed; handwritten and incomplete requests will not be processed. Once completed, submit the form to your sponsor via email or US mail.

Your sponsor will add the FPCON level, days, and times for entry and will forward it to the Visitor Control Center (VCC) for background screening and pass processing. The sponsor will send it via encrypted email to this address: usarmy.leonardwood.usag.list.des-physec-vcc@army.mil. VCC personnel will notify sponsors when background screenings are completed, and passes are ready for pickup. Sponsors will then notify you that your pass is ready for pick up at the VCC. You will need bring a valid picture ID and turn in Mobilisa passes, as they will no longer be authorized.

01 11 00 - 9

As a reminder, the Mobilisa pass application portal is no longer used.

Regardless of the expiration date of an existing Mobilisa pass, ALL pass holders are required to get the new AIE pass. Person(s) that do not submit for the new AIE pass may experience delays entering FLW.

If a retiree, or DOD ID card holder, wishes to gain employment on the installation as a contractor, then that person’s “status” will change to a contract employee, which triggers the requirement for an employment background check and an NCIC-III check for access to the installation.

Beginning 1 June 2023, Ft. Leonard Wood will no longer accept, for access purposes, the state issued driver licenses (DL), or state issued IDs that do not meet the Real ID Act of 2005 standards. Person(s) requesting access with a non-compliant state DL or ID will need to present along with the non-compliant DL/ID one of the documents below to prove identity to be issued a pass or given access to Ft. Leonard Wood.

• US passport or passport card

• Certified birth certificate (not a photocopy)

• Social Security Card (not a photocopy)

• School identification card with photograph (high school and college age students)

• US military or draft record (DD Form 214)

• US Coast Guard Merchant Mariner Card

• Transportation Worker Identification Card (TWIC)

• US Native American tribal document

• NEW VA health card

16. 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. IAW AR 525-13, 3 DEC 19, AT Level I Awareness training will be conducted by a certified Level II trained ATO. For contracts that cross fiscal years, or for contracts with option years, all contractor personnel shall complete annual AT Level I awareness training. The Installation AT Office or a certified Level II trained ATO on the installation will provide the training. Contact information for this Government employee will be provided at the kick-off meeting.

The Installation AT Office or a certified Level II trained ATO will provide a one-hour training session conducted on FLW for Contractor personnel working on this installation. The COR will coordinate this training at the time of task order modification or award. Contractor personnel working at installations other than FLW shall coordinate with the COR and local AT Offices to obtain training applicable to that installation.

01 11 00 - 10

Contractor shall provide a list of personnel trained to the COR within five

(5) business days of completion of training.

17. IWATCH TRAINING: Within 10 calendar days of contract award and within 10 calendar days of new Contractor employees commencing work on this contract, 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.

18. THE OPSEC PLAN AND USER AGREEMENT: The OPSEC Plan and User Agreement will be available for Contractors to review through the Installation OPSEC Officer. The Contracting Officer’s Representative (COR) will ensure the Contractor is aware of the Installation's OPSEC Plan and is in compliance with the Installation's OPSEC Plan during contract performance.

19. For contracts that require an OPSEC Standard Operating Procedure/Plan:

Contractor shall develop and submit an OPSEC SOP that is in compliance with AR 530-1 within 90 calendar days of contract award to be reviewed and approved by the responsible Government OPSEC Officer. This SOP/Plan will include Government’s critical information, why it needs to be protected, where it is located, who is responsible for it, and how to protect it. In addition, Contractor shall identify an individual who will be an OPSEC Coordinator and is OPSEC Level II certified.

20. OPSEC Training: Pursuant to AR 530-1, all Contractor personnel must complete initial Level I OPSEC training within 30 calendar days of 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, to be provided by the Installation OPSEC Office or a certified Level II trained OPSEC Officer. Contact information for this Government employee will be provided at the kick-off meeting.

The Installation OPSEC Office, or a certified Level II trained OPSEC Officer, will provide Level I OPSEC training on Fort Leonard Wood for Contractor personnel working on this installation. The COR will coordinate this training at the time of task order modification or award.

Contractor shall provide a list of personnel trained to the COR within five

(5) business days of completion of training.

Contractor personnel working at installations other than FLW shall coordinate with the COR and local OPSEC Office to obtain training applicable to that installation.DRAFT

01 33 00 - 1

SECTION 01 33 00

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.

01 33 00 - 2

2.2. Materials and methods requiring approval:

• Quality Control Plan

• Safety Plan

• Lead-Based Paint Removal Plan and Certifications

• All Paints, Primers and Varnishes

• Gypsum Wallboard

• Knock-Down Sample

• Primers and Adhesives

• Vinyl Wall Covering

• Wood filler

• All Types of Wood Trim

• Vinyl Border

• Vinyl Base

• Caulks and Sealants

• Comer and Wall Guards

• PVC Handrails

• Sample of Textured Finish on Gypsum Board

• Ceiling Tile

• Spill Prevention and Response Plan

• Manufacturer's certified statements of product flashpoint

• All Blinds

02 41 00 - 1

SECTION 02 41 00

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 01 33 00.

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. 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 09 23 00 and painted IAW Section 09 90

00. 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.

5.2. 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

02 41 00 - 2 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.

5.3. 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 trim.

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

5.5. 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.

5.6. Doors and Frames: Existing doors and frames to be removed 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. Any damaged areas shall be repaired, at no cost to the government, to the satisfaction of the Contracting Officer.

5.7. 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.

5.8. 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.

02 41 00 - 3

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 O1 11 00 of these specifications.

07 92 00 - 1

SECTION 07 92 00

CAULKING AND SEALANTS

PART 1 - GENERAL

1. APPLICABLE PUBLICATIONS: The American Society for Testing Materials (ASTM) listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.

C920 Standard Specification for Elastomeric Joint Sealants

2. SUBMITTALS: Certificates of compliance, manufacturer's descriptive data, and two cartridges of each required caulk and sealant shall be submitted for approval IAW Section 01 33 00.

3. ENVIRONMENTAL REQUIREMENTS: The ambient temperature shall be within the limits of 50 to 90 degrees Fahrenheit when the caulking and sealants are applied.

4. DELIVERY AND STORAGE: Materials shall be delivered to the job in the manufacturer's original unopened containers. The containers shall include the following information on the label: supplier, name of material, formula or specification number, lot number, color, date of manufacture, mixing instructions, shelf life and curing time when applicable at the standard conditions for laboratory tests.

PART 2 - PRODUCTS

5. MATERIALS: Materials shall conform to the requirements as specified. The color shall be one of the manufacturer's standard colors as selected by the Contracting Officer.

5.1. Sealant shall be a one component, elastomeric type compound conforming to ASTM C 920, Type II, Class A.

5.2. Backstop material: Backstop material shall be resilient polyvinyl-chloride foam, closed-cell polyethylene foam, or closed-cell sponge of vinyl or rubber.

PART 3 -EXECUTION

6. SURFACE PREPARATION:

6.1. General: The surfaces of joints to be caulked shall be dry. Oil, grease, dirt, chalk, particles of mortar, dust, loose rust, loose mill scale, and other foreign substances shall be removed from all joint surfaces to be sealed. Oil and grease shall be removed with solvent and surfaces shall be wiped with clean cloths.

6.2. Concrete and Masonry Surfaces: Where surfaces have been treated with curing compounds, oil, or other such materials, the materials shall be removed by sandblasting or wire brushing. Laitance, efflorescence and loose mortar shall be removed from the joint cavity.

07 92 00 - 2

6.3. Aluminum Surfaces: Aluminum surfaces of windows and door frames in contact with sealants shall be cleaned. When masking tape is used for a protective cover, the tape and any residual adhesive shall be removed just prior to applying the sealant.

7. APPLICATION:

7.1. Backstops: Deep joints shall be packed tightly with backstop material to provide a joint of a depth no deeper than recommended by the sealant manufacturer.

7.2. Sealant: Compound shall be gun-applied with a nozzle of proper size to fit the width of joint indicated and shall be forced into grooves with sufficient pressure to expel air and fill the groove solidly. Sealant shall be uniformly smooth and free of wrinkles. Joints shall be tooled slightly concave after sealant is installed. When tooling white or light-color sealant, dry or water-wet tool shall be used.

8. AREAS TO RECEIVE CAULK:

8.1. Where ceilings and walls abut concrete block surfaces (i.e.

firewalls), cracks between trim boards and concrete block surfaces shall be caulked prior to painting.

8.2. Any cracks around doors, windows, and baseboards shall be caulked prior to painting.

9. PAYMENT: Payment for caulking shall be included in the applicable bid price for the item of work performed and no additional payment will be made for caulking or sealing.

10. CLEANING: The surfaces adjoining the caulked and sealed joints shall be cleaned of smears and other soiling resulting from the caulking and sealing application as work progresses.

09 23 00 - 1

SECTION 09 23 00

GYPSUM WALLBOARD

PART 1 - GENERAL

1. APPLICABLE PUBLICATIONS: The American Society for Testing and Materials (ASTM) Publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.

C 1396 Standard Specification for Gypsum Board

C 475 Standard Specification for Joint Compound and joint Tape for Finishing Gypsum Board

C 514 Standard Specification for Nails for the Application of Gypsum Board

C 840 Standard Specification for Application and Finishing of Gypsum Board

2. GENERAL REQUIREMENTS: Except where otherwise indicated or specified, the work shall conform to ASTM C840. Gypsum wallboard shall be applied to surfaces as directed by the Contracting Officer.

3. SUBMITTALS: Certificates attesting that the wallboard meets the requirements specified shall be furnished IAW Section 01300.

4. DELIVERY AND STORAGE: Wallboard delivered prior to use shall be stored off the ground within a completely enclosed structure or completely enclosed within a weather tight covering. Wallboard shall be dry, free of warpage, and have bundling tape intact immediately prior to use.

PART 2 - PRODUCTS

5. MATERIALS: Materials shall conform to the requirements specified below.

Miscellaneous items not otherwise specified shall be as recommended by the wallboard manufacturer and approved prior to use. Power driven fasteners may be used only when approved in writing.

5.1. Gypsum Wallboard: ASTM C1396, Forty-eight (48) inches wide, 1/2-inch thick, tapered edges.

5.2. Water-Resistant Gypsum Board: Water-Resistant Gypsum board shall be used in shower and bathtub areas and shall conform to ASTM C1396.

Surface shall be paintable, forty-eight (48) inches wide, 1/2-inch thick, tapered edges.

5.3. Joint Treatment Materials: ASTM C475.

5.4. All-Purpose Compound: Specifically formulated and manufactured to serve as both a taping and a finishing compound and compatible with tape and substrate.

5.5. Joint Tape: Reinforcing tape recommended by the manufacturer.

5.6. Nails: ASTM C514.

09 23 00 - 2

5.7. Screws: Specially designed steel screws as recommended by the manufacturer of the gypsum wallboard for application of wallboard to wood framing.

5.8. Comer Bead and Edge Trim: Corrosion protective coated steel designed for its intended use. Flanges shall be free of dirt, grease, and other materials that may adversely affect the bond of joint treatment.

PART 3-EXECUTION

6. REMOVAL OF DAMAGED GYPSUM BOARD or other existing wall coverings on areas to receive new gypsum board shall be IAW Section 02050. All trim (i.e.

baseboard, base shoe, window trim, etc.) shall be removed to the closest complete section. Existing trim to be removed shall be discarded and shall not be reused.

7. APPLICATION OF GYPSUM WALLBOARD: Gypsum wallboard shall be applied to framing members IAW ASTM C840 and the requirements specified herein. Gypsum wallboard shall be applied with separate boards in moderate contact without forcing in place. In horizontal application of gypsum wallboard, end joints of adjoining boards shall be staggered, using gypsum wallboard of maximum practical length. In vertical application of gypsum wallboard, panels shall be of length required to reach full height of vertical surfaces in one continuous piece. Abutting end and edge joints shall be fitted IAW the manufacturer's recommendations. Gypsum wallboard shall be cut as required to make joints around openings.

7.1. Application: Gypsum wallboard shall be applied to wood framing and furring IAW ASTM C 840, System I.

7.2. Fasteners: Attachment of fasteners adjacent to ceiling and wall intersections for floating interior angles shall be located IAW ASTM C840, System XII for single-ply applications of gypsum wallboard to wood framing.

7.3. Trim: Existing trim shall be carefully removed then reinstalled after gypsum board is replaced.

8. FINISHING OF GYPSUM WALLBOARD: Gypsum wallboard shall be taped and finished IAW ASTM C840. Joint, fastener depression, and comer treatment shall be provided. Gypsum wallboard shall be primed and prepared for final painting IAW Section 09 90 00.

9. PATCHING: Surface defects and damage shall be corrected as required to leave gypsum wallboard smooth, uniform in appearance and ready to receive finish as specified above.

10. PAYMENT: Payment for removal of existing wall coverings and installation of new gypsum board shall be made at the applicable unit Bid Price and shall constitute full reimbursement for all costs in connection therewith. Payment for finishing and priming of gypsum wallboard shall be included in the applicable unit Bid Price for installation of the wallboard and no additional

09 23 00 - 3 payment will be made for this work. The task item for taping and finishing of gypsum board is for gypsum board installed by others.

09 51 00 - 1

SECTION 09 51 00

ACOUSTICAL TREATMENT

PART I -GENERAL

1. APPLICABLE PUBLICATIONS: The American Society for Testing and Materials (ASTM) listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.

E1264 Standard Classification for Acoustical Ceiling Products

2. GENERAL REQUIREMENTS: Acoustical treatment shall consist of sound controlling units mechanically mounted on a suspended ceiling system. The unit size, texture, finish and color shall match the existing ceiling tile.

The location and extent of ceiling tile to be replaced shall be as directed by the Contracting Officer.

3. SUBMITTALS: One sample of each type of acoustical ceiling tile showing texture, finish and color shall be submitted for approval IAW Section 01 33 00.

4. DELIVERY AND STORAGE: Materials shall be delivered to the site in the manufacturer's original unopened containers with brand name and type clearly marked. Materials shall be carefully handled and stored in dry, watertight enclosures.

5. SCHEDULING: Painting and finish work shall be complete and dry before installation of replacement acoustical ceiling tiles. Electrical and other work above the ceiling line shall be completed.

PART 2 - PRODUCTS

6. ACOUSTICAL CEILING TILES shall conform to ASTM E1264 and shall match the existing tiles in texture, color and size.

PART 3 -EXECUTION

7. INSTALLATION: Acoustical ceiling tile shall be provided complete with all necessary fastenings, clips and other accessories required for a complete installation. Ceiling tiles shall be installed IAW the approved installation instructions of the tile manufacturer.

8. CLEANING: Following installation, dirty or discolored surfaces of acoustical units shall be cleaned and left free from defects. Units that are damaged or improperly installed shall be removed and new units provided as directed at no additional cost to the Government. DRAFT

09 72 00 - 1

SECTION 09 72 00

WALL COVERINGS

PART 1 - GENERAL

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 the basic designation only.

1.1. Chemical Fabrics and Film Association (CFFA)

CCFA-W-101-B Quality Standard for Vinyl Coated Fabric Wallcovering

1.2. American Society for Testing and Materials (ASTM) Publication:

E84 Standard Test Method for Surface Burning Characteristics of Building Materials

2. SUBMITTALS:

2.1. Samples: Two (2) samples of each type, pattern and color of wall covering and wall liner required shall be submitted for approval IAW Section 01 33 00. Samples shall be minimum five inches by seven inches and of sufficient size to show pattern repeat.

2.2. Descriptive Data: Manufacturer's descriptive data and installation instructions shall be submitted for approval IAW Section 01300.

Cleaning and maintenance instructions shall be furnished for information.

3. DELIVERY AND STORAGE: Materials shall be delivered to the building site in original unopened containers. Materials shall be stored flat in a clean dry area with temperature maintained above 50 degrees Fahrenheit.

4. ENVIRONMENTAL REQUIREMENTS: Areas to receive wall covering shall be maintained at a temperature above 50 degrees Fahrenheit for three days before, during and after application.

PART 2 - PRODUCTS

5. VINYL WALL COVERING: Vinyl wall coverings shall conform to CFFA-W-101-B, Type II and/or Type III as specified. Colors and textures shall be selected from the manufacturer's standards by the Contracting Officer. Wainscot cap and/or trim channels shall be used to terminate wall coverings at windows, doors, etc.

6. SISAL WALL COVERINGS: Sisal wall coverings shall meet the following requirements:

Construction Type: 100% woven natural sisal fiber yam Face Yam Surface Texture: High-low loop Dye method: Vat stock dyed Pile Height: 11/64" Total Weight: 48 to 50 ounces per square yard

09 72 00 - 2

Static Control: 100% static free Width of Rolls: 4 and 12 feet Flammability: Class A, IAW ASTM E84 Color: As selected by the Contracting Officer from the manufacturer's standard color charts.

7. SISAL TRACK AND TRIM MATERIAL: Sisal track and trim channels shall be satin-finished extruded vinyl about 3/4 inch high, feathered at bottom edge, with 3/16 inch exposed face on top edge and grooved to receive the wall covering. Sisal track and trim channels shall be applied with both a contact adhesive and mechanical fasteners.

8. PRIMER AND ADHESIVE shall be mildew resistant and of a type recommended by the wall covering manufacturer.

PART 3 - EXECUTION

9. SURFACE PREPARATION: Wall covering shall not be applied to surfaces that will not permit a proper installation. Cracks and holes shall be filled and rough spots shall be sanded smooth. Surfaces to receive wall covering shall be dry. The Contractor shall test moisture content of wall surface with an electric moisture meter and reading shall not be more than five percent (5%).

Masonry walls shall have flush joints and shall be coated with a thin coat of joint compound or cement plaster as a substrate preparation. Upon direction by the Contracting Officer, a wall liner shall be applied to the surface. The wall liner shall be GenCorp's 54" wall liner with a minimum weight of 3.7 oz per square yard or approved equal. Surface of wall shall be primed IAW the manufacturer's instructions in order to permit removal of wall covering without damaging the wall surface.

10. INSTALLATION: Installation of wall coverings shall include removal and disposal of existing wall coverings and installation of new vinyl or sisal wall covering, as required. Wall coverings shall be installed IAW the approved installation instructions of the manufacturer.