WG-300-3J ED-300-3J STAMENENT OF WORK.docx

DRAFT STATEMENT OF WORK

GENERAL

Maintain and Repair Roofs (IDIQ)

1. DESCRIPTION OF WORK:

1.1 Work to be Done: The work covered by this contract consists of furnishing all plant, labor, materials and performing all operations required in connection with Maintain and Repair Roofs (IDIQ), Fort Stewart and Hunter Army Airfield, GA, complete in strict accordance with specifications, subject to the terms and conditions of the contract. The work includes, but is not necessarily restricted to, the following items:

1.1.1 Provide and install gypsum decking.

1.1.2 Provide and install steel decking.

1.1.3 Provide and install rough carpentry.

1.1.4 Provide and install finish carpentry.

1.1.5 Provide and install roof insulation.

1.1.6 Provide and install strip shingles.

1.1.7 Provide and install built-up roofing.

1.1.8 Provide and install elastomeric roofing (EPDM).

1.1.9 Provide and install modified bitumen roofing.

1.1.10 Provide and install thermoplastic membrane roofing (TPO).

1.1.11 Provide and install polyvinyl chloride (PVC) roofing

1.1.11 Provide and install metal reroofing framing system

1.1.12 Provide and install structural standing seam metal roof

1.1.13 Provide and install sheet metal work.

1.1.14 Provide and install caulking and sealant.

1.1.15 Provide and install gypsum wall board.

1.1.16 Provide and install acoustical ceiling panels.

1.1.17 Provide and install paint.

1.1.18 Provide removal of asbestos roofing.

1.1.19 Provide and install PVC piping.

1.1.20 Provide and install lightning protection systems.

1.1.21 All demolition includes hauling and disposal of material. Disposal will be off the government installation.

1.1.22 Contractor shall inform the COR in writing 10 days before work is to begin.

1.1.23 Contractor shall submit a safety plan to the COR for approval prior to beginning work.

1.2 WORK BY OTHERS: The Contractor shall afford the Government and separate contractors reasonable opportunity for the introduction and storage of their materials and equipment and the execution of their work, and shall connect and coordinate his work with theirs as required by the Contract Documents.

1.3 DRAWINGS AND SITE VISITS: The drawings indicate the extent of the general location and arrangement of existing conditions. It is strongly recommended that the Contractor visit the site to determine the complexity of the work and the amount of material required to perform this project. Field measurements may be necessary to determine the size and quantity of materials. Conditions which are obvious/visible or which should be reasonably anticipated by the Contractor on inspection will not be considered under the Differing Site Conditions provision of the contract.

1.4 ENVIRONMENTAL REQUIREMENTS

1.4.1 Contractor shall comply with “Attachment A - Environmental Requirements” for the following items:

· Recycling, Salvage and Disposal of Materials Fort Stewart and Hunter Army Airfield

· Toxic Substances Control Act (TSCA) Requirements

· Painting Operations

· Cultural Resource Management (CRM)

2. CONSTRUCTION CONSTRAINTS

2.1. Time of Performance

2.1.1 Access to Buildings – All work requiring access to building interiors excluding attics, crawl spaces, etc. and all other work shall be performed between 7:30 a.m. and 4:00 p.m. excluding official holidays, unless otherwise indicated or approved by the Contracting Officer. Requests to work during other than these normal hours shall be made in writing at least 36 hours in advance. For example, a request to work on a Saturday should be made no later than noon on Thursday.

2.1.2 Work Requiring Outages – Work requiring outages of utilities or building systems will be accomplished in accordance with prior approved schedules.

2.2 Outages – The contractor’s work requiring outages of utility or building systems will require 15 day advance notice and will be subject to the approval of the Contracting Officer. Notice shall include type of outage, date, and time outage will commence and estimated duration of outage.

2.3 Continuity – All tools, labor, and materials required to complete any item of work within a given work area or requiring an outage of any building utility or system, shall be available at the site prior to commencement thereof. Once work has commenced on an item of work said work shall be continuously and diligently performed to completion and acceptance.

2.4 Road and/or Railroad Closures – Road and/or railroad closures will require a 15-day advance written notice and be subject to the Contracting Officer’s approval. Notice shall state reason for closure, date and time closure will commence and estimated duration of closure. A sketch shall be provided showing location of closure area and placement of barricades and signs. Closures shall be limited to a maximum of 5 calendar days.

2.5 Entry – Entry to all areas, except the cantonment area, shall be coordinated with Range Control, Building 8302 (intersection of Highway 144 and Fort Stewart Road 47) and the Provost Marshal’s Office.

2.6 Fire Zone – The contractor is required to provide 72-hour notice to the Contracting Officer prior to the final programming of the fire zone information at the main fire station.

2.7 Foreign Object Debris (FOD) – The Contractor shall take special precautions to contain Foreign Object Debris (FOD) in and around any runways, taxi ways and aprons.

2.8 Operational Safety on the Airfield During Construction: The Contractor shall perform all contracted work within the controlled zones of the base or the airfield. Coordinate access to or through the base with the COR or authorized representative. Coordinate access to or through the radio controlled zone of the airfield with Airfield Operations. When within the radio controlled zone of the airfield, the Contractor shall maintain continuous verbal and visual contact with the control tower. The Contractor shall verbally inform the control tower and Airfield Operations when the work has been completed and all equipment, personnel, and materials have been removed from the airfield.

2.9 Roof Height – The Contractor shall perform all work to be done at the costs established in the contract line item schedule for roofs up to and including 30’ from the ground. For roofs greater than 30’ from the ground, the Contractor may petition the Government for costs associated with accessing these roofs.

2.10 Wind loads – The contractor shall determine wind uplift pressures and dimensions of the corners, perimeter, and field of the roof in accordance with UFC 3-110-03 para. 1-8.2, latest revision.

3. CONSTRUCTION ACTIVITIES:

3.1 As the need arises for performance under terms of this contract, the Contracting Officer will notify the Contractor, in writing, of an existing requirement.

3.2 Upon receipt of this notification, the contractor shall respond within 2 (two) working days as follows:

3.3 Time for submittal of the contractor’s proposal for individual requirements will be agreed upon by the government and the contractor based on urgency of the requirements, as defined or established during initial planning. In the absence of an agreement, the proposal shall be submitted within seven days after initial visit.

3.4 The contractor’s proposal shall be supported by necessary documentation to indicate that adequate engineering and planning to accomplish the requirements has been accomplished.

3.5 Upon receipt of the Contractor’s proposal, the government will review the proposal for completeness. In the event the proposal requires negotiations, the contractor shall submit a revised proposal based on the negotiations within 2 (two) working days.

3.6 The contractor shall provide and maintain an effective quality control program that complies with the contract clause entitled "Inspection of Construction" (FAR 52.246-12), the below stated quality control requirements and the quality control requirements stated in the respective section of the specifications.

3.6.1 The contractor shall establish a quality control system to perform sufficient inspection and testing of all items of work, including that of his subcontractors. The quality control system shall ensure conformance with applicable specifications and drawings with respect to materials, workmanship, construction, finish, functional performance, and identification. The quality control system shall be established for all construction except where the technical provisions of the contract provide for specific Government control by inspections, tests, or other means. The contractor's control system shall specifically include the surveillance and tests required in the technical provisions of the contract specifications. Quality control personnel shall also be charged with the responsibility of policing Contractor's Safety Program. This duty shall be clearly set forth in the quality control program.

3.6.2 The contractor's quality control system is the means by which he assures himself that his construction complies with the requirements of the contract plans and specifications. The controls shall be adequate to cover all construction operations, including both on site and off site fabrication and shall be keyed to the proposed construction sequence and shall include as a minimum at least three phases of inspection for all definable items or segments of work as follows:

3.6.2.1 Preparatory Inspection. To be performed prior to beginning any work on any definable segment, to include a review of contract requirements; a check to assure that all materials and/or equipment have been tested, submitted, and approved; a check to assure that provisions have been made to provide required control testing: examination of the work area to ascertain that all preliminary work has been completed; a physical examination of materials and equipment to assure that they conform to approved shop drawings or submittal data and that all materials and/or equipment are on hand. The contracting officer shall be notified at least 48 hours in advance of the preparatory inspection and such inspection shall be made a matter of record in the contractor's quality control documentation as required by subparagraph 3.6.3 below.

3.6.2.2 Initial Inspection. To be performed as soon as a representative segment of the particular item of work has been accomplished and to include: examination of the quality of workmanship, a review of control testing for omissions, and dimensional requirements.

3.6.2.3 Follow Up Inspection. To be performed daily or as frequently as necessary to assure continuing compliance with contract requirements, including control testing, until completion of the particular segment of work.

3.6.3 The contractor shall maintain current records of all inspections and tests performed on an appropriate approved format. These records shall provide factual evidence that the required inspection or tests have been performed, including type and number of inspection or tests involved: results of inspections or tests; nature of defects, causes for rejection, etc.; proposed remedial action: and corrective actions taken. The contractor shall not build up or conceal any feature of the work containing uncorrected defects, and payment on deficient items will be withheld until they are satisfactorily corrected or other action has been taken as authorized pursuant to the Contract Clause entitled "Inspection of Construction". These records must cover both conforming and defective items and must include a statement that all supplies and materials incorporated in the work are in full compliance with the terms of the contract. Legible copies of these records must be furnished through the COR, to the Contracting Officer daily. Records shall be verified by the Prime Contractor's designated representative daily.

3.6.4 The contractor's job supervisory staff may be used for quality control, supplemented, as necessary by special technicians, or testing facilities, to perform all specified tests, balancing, adjusting and/or regulating mechanical and electrical devices, equipment and/or systems. As an option, by an industry recognized testing laboratory approved by the Contracting Officer.

3.6.5 The contractor shall furnish to the Contracting Officer for approval as soon as practicable, and in no event later than 7 days after receipt of the Notice to Proceed, an original and 4 copies of a quality control plan which shall include the personnel, procedures, instructions, and records to be used. This document shall include as a minimum:

3.6.5.1 The quality control organization.

3.6.5.2 Qualifications of personnel to be used for this purpose.

3.6.5.3 Authority and specific areas of responsibilities of each of the quality control personnel.

3.6.5.4 Methods of performing quality control inspections including that for his subcontractor's work. This requires a statement concerning quality control measures to be used in work described in each technical section of the specifications.

3.6.5.5 Designation how testing shall be performed by an industry recognized testing laboratory. The following information shall be a part of the quality control plan.

3.6.5.5.1 Name and qualifications of each employee designated for the performance of specific types of tests. A list of the control tests which the Contractor understands that he is to perform, not only by name, but also by numerical designation, together with a statement to the effect that the laboratory has a copy of each such procedures, and has facilities and serviceable testing equipment to perform these tests.

3.6.5.5.2 The Contractor's understanding of the procedures to follow if the test result indicate lack of compliance with the specification requirements.

3.6.5.6 A copy of a letter of direction to the Contractor's representative responsible for quality control, outlining his duties and responsibilities, and signed by a responsible officer of the firm.

3.6.6 Before construction operations are commenced, the Contractor shall meet with the Contracting Officer and discuss his quality control plan. The meeting shall develop mutual understanding relative to details of the system, including the forms to be used for recording the quality control operations, inspections, administration of the system, and the interrelationship of Contractor and Government Inspection.

3.6.7 No construction and/or off site fabrication shall be started until the Contractor's quality control plan is approved by the Contracting Officer. Construction of any feature of the work will only be permitted after approval of the quality control plan, or at least approval of that portion of the plan applicable to the specific feature of the work. As a rule, except for the start of the construction period, quality control of test techniques should be approved by the Contracting Officer prior to the application. No payment estimate will be processed by the Contracting Officer. The Contractor shall notify the Contracting Officer in writing of any proposed changes to this inspection system; no such change shall be implemented prior to approval in writing by the Contracting Officer.

3.6.8 If recurring deficiencies in an item indicate that the quality control system is not adequate, such corrective actions shall be taken as directed by the Contracting Officer.

3.6.9 In the event the Contractor utilizes the service of a commercial testing laboratory, the Contracting Officer reserves the right to check laboratory equipment for compliance with the standards set forth in the contract specifications and to check the laboratory technician's testing procedures and techniques.

3.6.10 The Contracting Officer reserves the right to utilize the Contractor's control testing laboratory and equipment to make spot tests and to check the Contractor's testing procedures, techniques, etc.

3.7 SUBMITTALS:

The following shall be submitted to the Contracting officer for approval at the preconstruction meeting.

3.7.1 Certificate of Compliance. The contractor shall furnish in triplicate, any manufacturer's certificates required for demonstrating proof of compliance of materials with technical specification requirements in this contract. Each certificate shall be signed by an authorized officer of the manufacturing company and shall contain the name and address of the contractor, the project name and location and the quantity and dates of shipment or delivery to which the certificates apply. Copies of laboratory test reports submitted with certificates shall contain the name and address of the testing laboratory and the date of the tests to which the report applies. Certification shall not be construed as relieving the contractor from furnishing satisfactory material, if after tests are performed on selected samples, the material is found not to meet the specific requirements.

3.7.2 Samples. The Contractor shall furnish samples of materials for approval, demonstrating proof of compliance of materials pertaining to the applicable sections of the technical specification requirements.

3.7.3 Descriptive Data. The Contractor shall furnish the manufacturer's descriptive data, installation, and maintenance instructions, for approval, as required by the applicable sections of the technical specifications.

3.7.4 Test Reports. The Contractor shall furnish copies of test reports, for approval, as required by the applicable sections of the technical specifications.

3.7.5 Shop Drawings. The Contractor shall furnish shop drawings for approval, and shall consist of illustrations, schedules, performance charts, instructions, brochures, diagrams, drawings, and other information to illustrate and/or demonstrate compliance to the applicable sections of the technical specifications.

3.8 COMPLETION TIME FOR DELIVERY ORDERS:

3.8.1 A completion time indicated by “days” in the bidding schedule shall be expressed in calendar days in a Delivery Order. For the purpose of computing the completion time, five (5) calendar days shall be allowed for the contractor to receive the Delivery Order by mail. If the Delivery Order is hand delivered, the five (5) days mailing time shall not be allowed.

3.8.2 The time for completion of each item of work is established in the bidding schedule, subject to any limitations contained in the specifications (e.g., curing duration). The time for completion of the various bid schedule items included within a single Delivery Order are cumulative for that Delivery Order. In the event that the cumulative work days in an individual Delivery Order exceed 45 days, the time for completion of the subject work shall be negotiated to ensure that the work is accomplished expeditiously. An additional 10 days will be allowed to mobilize equipment and obtain the necessary materials. Submittals for a particular Contract Line Item Number (CLIN) shall be performed when the initial order for that particular CLIN is placed. The Contractor shall transmit required submittals within 10 calendar days following receipt of the delivery orders. The Government will respond by the tenth calendar day following receipt of the submittals by the Contracting Officer. Time for completion of a single Delivery Order – from Contractor’s receipt of delivery order, 20 calendar days (maximum) to obtain approval of all submittals (if required), 10 calendar days to mobilize and obtain materials, and the cumulative work days of the CLINs contained in the delivery order.

3.9 ISSUANCE OF DELIVERY ORDERS:

The Contracting Officer, Fort Stewart Directorate of Contracting, shall order work to be performed under this contract by issuance of delivery orders as set forth in the FAR Ordering Clause No. 52.216-18. The Government shall ascertain the quantities of the various unit-priced bid items to perform all operations required for a particular work using the unit of measure in the bidding schedule.

3.10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK:

3.10.1 The Contractor shall commence work on a delivery order within five (5) work days after receipt of the delivery order.

3.10.2 The Contractor shall prosecute said work diligently and shall complete all work ready for use not later than the time calculated per COMPLETION TIME FOR DELIVERY ORDERS. The time stated for completion shall include final clean up of the work area.

3.11 PERIOD OF PERFORMANCE.

The period of performance which will be commensurate with work being ordered will be stated on individual delivery orders.

3.12 DELIVERY ORDER LIMITATION (OCT 1995) (FAR 52.216 19). MINIMUM ORDER.

When the Government requires supplies or services covered by this contract in an amount of less than $3,000.00, the Government is not obligated to purchase, nor is the Contractor obligated to furnish, those supplies or services under the contract.

3.13 ACCEPTANCE OF WORK:

After completion of work, the contractor shall notify the COR and a site inspection shall be made by a representative of the Contractor and the COR. All work, notification of completion, inspection and correction of deficiencies shall be accomplished within the time frame specified for completion of work.

4. FACTORS AFFECTING PERFORMANCE UNDER THIS CONTRACT:

4.1 The Contractor shall coordinate use of the site for access, staging, and parking with the COR.

4.2 Contractor shall be responsible for limiting access of his employees and subcontractors to the area of work defined in the Contract. Contractor shall not have access to restrooms and amenities such as vending machines unless granted permission by the Contracting Officer.

4.3 Contractor shall maintain haul routes to and from the job sites.

4.4 FS/HAAF has a mandatory recycling program. Unless otherwise specified, the Government retains all salvage rights. Contractors shall recycle construction & demolition debris as required by the Installation's recycling clause, 52.000-4061: RECYCLING, SALVAGE, AND DISPOSAL OF MATERIALS FORT STEWART AND HUNTER ARMY AIRFIELD. Concrete and asphalt material shall be hauled and disposed of off of government property. The contractor shall provide weight tickets of the disposed materials to the COR. Recycle materials will be broken down when delivered to the Recycling Center (to include metal equipment). Scrap metal will be cut down to no larger than 4 square feet in size.

4.4.1 REQUIRED SUBMITTAL ITEM: The Contractor shall (a) submit copies of all disposal weight/landfill scale tickets to the COR as described in the above referenced recycling lause for any off-post disposal or approved Contractor-retained salvage items within 10 days of removal; and (b) turn in all recyclables generated during the entire term of the Contract (unless otherwise approved for off-site disposal/salvage). Contractor, through COR, will coordinate with the DPW Environmental Division (912-767-2010 or 767-8880) to arrange for turn-in of recyclable/salvageable materials.

5. ASBUILT RECORD DRAWINGS:

5.1 The Contractor shall be responsible for maintaining one set of master/record construction drawing prints on the job site on which he shall keep a neat and accurate record of all deviations from the original contract documents as the work progresses. The contractor is responsible for noting all changes and correction on these master/record construction drawing prints promptly as the changes occur in red ink(redline prints) and note date when these changes occurred, but in no case less often than on a weekly basis. The master/record construction drawing prints which are maintained in red ink shall indicate all the changes and modifications incorporated into the work as well as the following:

5.1.1 Actual locations of all subsurface and concealed utility lines, type of materials used, sizes, etc. In order that the location of these lines and appurtenances may be determined in the event the surface openings or indicators become covered or obscured, the master/record construction drawings shall show by offset dimensions to two permanently fixed surface features. Valves, splices boxes and similar appurtenances shall be located by dimensions along the utility run from a reference point. The average depth below the surface of each run shall also be recorded.

5.1.2 Any shop drawings that constitute part of the design shall be included with the record drawings.

5.2 The master/record (redline construction drawings) prints with corrections, such as field changes and contract modifications, shall be certified by the Contractor as to their correctness and submitted to the Contracting Officer’s Representative for approval. Once these provisional master/record (redline construction drawing) prints have been approved by the COR, the COR will request the Contractor to send (upload) the files to him/her via DoD SAFE (https://safe.apps.mil). The Contractor will receive an automated email containing the name and email address of the COR along with instructions for uploading the files. The contractor shall then transfer all corrections from the redline construction drawing prints to the computer generated construction drawings files provided by the DPW Planning and Engineering Division, Building 1141 at Ft. Stewart or Building 1021 at Hunter AAF, as applicable, for upload. Corrections done shall be in MicroStation “.dgn” format. The Contractor shall note on the computer generated construction drawings the words “AS-BUILT” in the revision block with the next revision number to identify any changes made. Also, revision number identification will be placed where any changes were made. The contractor shall then submit the AS-BUILT files of computer generated construction drawings and one (1) AS-BUILT hardcopy with contractor’s redline corrections to the COR to ensure accuracy that all corrections made were transferred from the redline construction drawing prints to the AS-BUILT hardcopy prints. DoD SAFE has a maximum of 25 files or 8 GB limit per transfer. Compressed folders are allowed. Once the COR approves the AS-BUILT hardcopy prints the COR will then turn over to DPW/PED/Drafting section for final approval of the AS-BUILT files of computer generated construction drawings and at this time the Contractor can receive final payment.

6. SECURITY REQUIREMENTS.

6.1 All contractor employees, to include subcontractor employees, requiring access to government installations, facilities and controlled access areas shall complete AT Level I awareness training within 30 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. The contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee to the COR or the Contracting officer (if a COR has not been designated) within 30 calendar days after completion of training by all employees and subcontractor personnel. AT level I awareness training is available at the following website:

https://jkodirect.jten.mil/

The contractor and all associated sub-contractors shall brief all employees on the local iWATCH program. This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the COR NLT 30 calendar days after contract award. The Contractor and all associated sub-contractor employees shall comply with applicable Installation, facility, and area Commander’s local access and security policies and procedures. If required by this contract, the contractor shall also provide all information for background checks to meet Installation access requirements to be accomplished by Installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must 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 this contract, should the Force Protection Condition (FPCON) at any individual facility or Installation change, the Government may require changes in contractor security matters or processes.

7. WARRANTY

Warranty shall begin on the date of the Government’s acceptance of the work.

7.1 Contractor’s Warranty

In addition to any material warranties required by the specifications, the Contractor shall provide a performance warranty for all new roofs. New roofs shall be defined as complete replacement roofs for an individual facility. The performance warranty shall be provided by the Contractor and shall warranty the water tightness of the new roof for a period of five (5) years from the date the Government accepts the work that the roofing system as installed is free from defects in workmanship. The performance warranty shall include the cost of materials and labor and shall be provided by the Contractor at no additional cost to the Government. The Contractor shall respond to any water tightness claim within five (5) business days of notification, unless additional time is permitted by the Contracting Officer. Failure to perform repairs within the time specified shall be grounds for having the repairs performed by others and the cost of such repairs billed to the Contractor.

END OF SCOPE OF WORK

ATTACHMENT A – ENVIRONMENTAL REQUIREMENTS

1. RECYCLING, SALVAGE, AND DISPOSAL OF MATERIALS FORT STEWART AND HUNTER ARMY AIRFIELD

1.1 Disposal: All waste generated from construction, demolition, and renovation contracts must be disposed of off the installation in a permitted disposal facility and in accordance with all Federal, State, and Local rules and regulations unless otherwise stated in the contract. At the end of each month, the contactor will provide copies of all disposal weight/scale tickets to the Contracting Officer’s Representative (COR) showing the in, out, and tare weights of each load taken from the installation. The COR will provide copies of these tickets to the DPW Environmental Division, Solid Waste Management Section for tracking and regulatory reporting requirements.

1.2 Recycling/Salvage: Fort Stewart and Hunter Army Air Field has a mandatory recycling program. The Installation Command Policy Letter #30 and Command Recycling SOP can be accessed at http://www.stewart.army.mil/info/?id=443&p=1. All recyclable materials (listed in the recycling SOP) generated during the entire term of any construction, demolition, or renovation contract will be turned over to the Fort Stewart or HAAF Recycling Program. Contractors must contact the COR who will coordinate with the DPW Environmental Waste Management Section (912-767-2010) to arrange for turn-in of recyclable/salvageable materials. In areas where large amounts of scrap metal or cardboard will be generated, it is possible that a collection bin/container could be provided to the Contractor at no cost to deposit these materials. Salvage materials, unless otherwise specified, become the property of the contractor upon removal from the job site and should be taken into consideration in formulating bids.

1.3 Hauling/Transport Requirements: All vehicles and containers used to transport waste or recyclables on or off the Installations will meet all Federal and State DOT requirements. All waste or recyclable materials being transported will be loaded, tied, and covered in such a manner that will prevent any of the materials from leaking, spilling, falling or blowing from/off the vehicle or container. It is the contractor’s responsibility to ensure immediate pick-up/clean-up of any material that is accidentally dropped, spilled or blown from a vehicle or container while in transit on and off the Installation.

1.4 Custodial Contract: If this contract is for custodial services or will include a custodial service requirement, the Contractor shall empty or otherwise transfer the contents from the blue recycling containers located inside buildings/facilities to the nearest blue recycling dumpster located outside. The contactor will ensure that all recycled paper products are first placed inside a clear plastic bag and the top is tied closed before it too is placed inside the nearest blue recycle dumpster.

1.5 Payment/Funding: If any of the conditions listed under the Recycling, Salvage, and Disposal section are not met, it will be considered a failure to comply with the terms of the contract as discussed in the inspection clause herein.

1.6 Guidance/Question: Anyone requiring further guidance, recycling training for contractors, or has additional questions on this section should contact the DPW Environmental Division, Solid Waste Management Section at 912-767-2010.

1.7 Chillers, pumps, HVAC units, and similar equipment must be logged on an applicable inventory/certification document prior to turn-in to recycling yard (on DD Form 1348). The form will be used to track the removal of units from facilities, refrigerant removal certification (if applicable), and a chain of custody from removal technician thru supply manager to recycling technician. The serial number and facility number will be listed on each form and one form may contain more than one like item. Recycling Yard personnel will verify document to items turned in, sign the document, and retain a file copy. Contractor shall submit this form to the KO. Additionally, damaged HVAC system may be accepted as scrap metal at the FSGA Recycling Scrap Metal Yard, Building 1143, or the HAAF Recycling Yard, Building 728, provided any and all freon has been certified as being removed from the system.

2. Toxic Substances Control Act (TSCA) Requirements

2.1 Asbestos Containing Materials (ACM)

2.1.1 If ACM will either be disturbed or removed, the contractor must perform asbestos abatement, containment, disposal and a 10-day notification to the Georgia Environmental Protection Division (GA EPD), as required by the Georgia Asbestos Safety Act, Official Code of Georgia Annotated Section 12-12-1. The disposal of ACM must be in accordance with both the GA EPD and Occupational Safety and Health Administration regulations.

2.1.2 REQUIRED SUBMITTAL ITEM: The Installation TSCA POC (Craig Christopher at 912-767-1234 / Craig.W.Christopher.civ@mail.mil) must be provided a copy of the 10-day notification at the time the contractor informs GA EPD of their intent to properly abate the ACM. A copy of the Georgia asbestos shipment record must also be provided to the TSCA POC.

2.2 Lead-Based Paint (LBP)

2.2.1 If survey results, as reviewed by the Installation TSCA POC (Craig Christopher at 912-767-1234 / Craig.W.Christopher.civ@mail.mil), indicate LBP removal is necessary, the contractor will be required to collect, contain, and dispose of the LBP off-Post in accordance with local, state, and Federal regulations. The contractor will be required to provide the disposal manifest to the TSCA POC.

2.2.2 REQUIRED SUBMITTAL ITEM: LBP survey must be provided to the TSCA POC, as applicable. The LBP disposal manifest must be provided to the TSCA POC if LBP removal was determined necessary by the TSCA POC.

3 Installing Storage Tanks on Fort Stewart and Hunter Army Airfield

[N / A]

[N / A]

5. Removing Aboveground Storage Tanks (ASTs) on Fort Stewart and Hunter Army Airfield

[N / A]

6 Potable Water Utility Environmental Compliance Requirements

[N / A]

7. Wells and Water Storage Tanks

[N / A]

9 Water / Waste Water Systems

[N/A]

10 Stormwater / Erosion and Sedimentation Control (E&S) Requirements

[N/A]

11. HVAC / Refrigerant Requirements:

[N / A]

12. Boilers, Hot Water Heaters, Heating Units, and Burners

[N / A]

13 Generators (500 HP or Greater)

[N / A]

14 Painting Operations

14.1 Surface coating of stationary structures (building, water towers, etc.) are exempt from permitting.

14.2 Surface coating of mobile sources (vehicles, portable generators, containers, etc.) are not exempt from Georgia EPD regulations. Surface coating must be conducted within a paint booth or an off-permit change notification must be submitted to the Georgia EPD if the operation will take place outdoors.

15 Fire Suppression - Halon

[N / A]

16 Cultural Resources Management (CRM)

16.1 Should the Installation Environmental Office specify consultation with CRM, this consultation must happen prior to implementation of project.

16.2 Accidental Discovery of Remains and Artifacts

16.2.1 Should artifacts and/or human remains be encountered during the project, all actions must cease and the Cultural Resources POC must be contacted immediately. The Cultural Resources POC is Brian Greer, (912) 767-0992.

17 Integrated Pest Management Program

[N / A]

SECTION 02220

DEMOLITION

PART 1 GENERAL

1.01 SUMMARY

A. Selective Demolition:

B. Asbestos and hazardous materials demolition:

1.02 REFERENCES

EM 38511 (2014) U.S. Army Corps of Engineers Safety and Health Requirements Manual

1.03 SUBMITTALS

A. Schedule: Submit for approval selective demolition schedule, including schedule and methods for capping utilities to be abandoned and maintaining existing utility service.

1.04 QUALITY ASSURANCE

A. Comply with governing codes and regulations. Use experienced workers.

1.05 PROJECT CONDITIONS

A. Immediate areas of work will not be occupied during selective demolition. Adjacent areas may be occupied by the public, including children.

PART 2 PRODUCTS Not Applicable To This Section

PART 3 EXECUTION

3.01 DEMOLITION

A. Do not damage building elements and improvements indicated to remain. Items of salvage value, not included on schedule of salvage items to be returned to Government, shall be removed from structure. Storage or sale of items at project site is prohibited.

1. Existing finishes that are disturbed by demolition work shall be patched to match existing.

2. Demolished materials, unless otherwise noted, shall become the property of the contractor and shall be disposed of in a legal manner on a regular basis.

B. Do not close or obstruct streets, walks, drives or other occupied or used spaces or facilities without the written permission of the COR and the authorities having jurisdiction. Do not interrupt utilities serving occupied or used facilities without the written permission of the COR and authorities having jurisdiction. If necessary, provide temporary utilities.

C. Cease operations if public safety or remaining structures are endangered. Perform temporary corrective measures until operations can be continued properly.

D. Provide adequate protection against accidental trespassing. Secure project after work hours.

3.02 SCHEDULE

A. Items for Protection During Demolition and Construction: (The following are samples only)

B. Items to be salvaged for Reinstallation:

C. Utilities requiring Interruption, Capping, or Removal:

– End of Section –

SECTION 03511

GYPSUM PLANK DECKING

PART 1 GENERAL

1.1 REFERENCES

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.

AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

1.2 GENERAL REQUIREMENTS

Gypsum plank deck systems shall be the products of one manufacturer. The work specified shall be performed by experienced, qualified installers.

1.3 SUBMITTALS

The following shall be submitted:

Data

Gypsum Decking

Manufacturer's literature on each item specified and current printed installation instructions.

Drawings

Gypsum Decking

Detail shop drawings showing decking installation, including framing at all openings for support of the units.

Certificates

Gypsum Decking

Certification, based on fire test results, substantiating that the decking furnished complies with fire rating requirements.

1.4 DELIVERY AND STORAGE

Materials shall be delivered in original packages, containers, or bundles with the brand name and name of the manufacturer shown on accompanying bills of lading. Materials shall be stored in a manner that prevents damage before use. When stored under tarpaulins, adequate ventilation shall be provided to prevent condensation. Gypsum plank shall be handled and stacked avoiding damage to face, ends and edges and shall be stored flat and off the ground and kept dry until used. Gypsum concrete shall be stored off the ground and kept dry until used.

PART 2 PRODUCTS

2.1 DECK UNITS

2.1.1 Gypsum Deck Plank

Gypsum deck plank shall be 2 inch or 25/8 inch 2 inch 25/8 inch nominal thickness by 24 inches by required length, enough to span two main purlin spans where possible, with offset edges encased in water resistant paper in accordance with ASTM C956.

2.1.2 Miscellaneous Materials

Adhesives, mastics, cements, tapes and primers shall be as recommended by the gypsum plank manufacturer and shall be compatible with the material to which they are to be bonded.

PART 3 EXECUTION

3.1 INSTALLATION

Installation shall be in accordance with the approved shop drawings. The Contractor shall provide drawings based on infra-red survey indicating wet areas proposed for cut-out and replacement. Fieldcut openings for utilities penetrations shall be accomplished in accordance with the manufacturer's recommendations.

3.1.1 Fire Rated Decks

For fire rated decks gypsum deck panels shall be placed on bottom flanges of subpurlins. Gypsum deck planks shall be placed over gypsum deck panels in accordance with manufacturer's directions for fire rated system. Planks shall be placed with offset edges "up" to form a "T" receptacle for gypsum concrete.

3.2 CLEANING AND PROTECTION

The installed decking units shall be protected from damage by weather and construction operations. The complete decking shall be kept clean and free of damaged or defaced units, and left ready to receive painting. Surfaces to be painted shall be dry and free of grease and oil.

End of Section -

SECTION 05300

STEEL DECKING

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.

AMERICAN IRON AND STEEL INSTITUTE (AISI)

American Iron and Steel Institute (AISI) AISI S100-16 - North American Specification for the Design of Cold-Formed Steel Structural Members

AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

AMERICAN WELDING SOCIETY (AWS)

AWS D1.3 (2018) Structural Welding Code Sheet Steel

STEEL DECK INSTITUTE (SDI)

SDI (2015) Diaphragm Design Manual

1.2 SUBMITTALS

The following shall be submitted:

Data

Deck Units;

Design computations for the structural properties of the deck units or SDI certification that the units are designed in accordance with SDI specifications.

Drawings

Deck Units;

The Contractor shall provide drawings indicating areas of deteriorated decking proposed to be cut out and replaced. Drawings shall include type, configuration, structural properties, location, and necessary details of deck units, and supporting members; size and location of holes to be cut and reinforcement, if any, to be provided; location and sequence of welded or fastener connections.

Certificates

Deck Units;

Manufacturer's certificates attesting that the decking material meets the specified requirements. Manufacturer's certificate attesting that the operators are authorized to use the lowvelocity piston tool.

Statements

Attachments;

Prior to welding operations, copies of qualified procedures and lists of names and identification symbols of qualified welders and welding operators.

1.3 DELIVERY, STORAGE, AND HANDLING

Deck units shall be delivered to the site in a dry and undamaged condition, stored off the ground with one end elevated, and stored under a weathertight covering permitting good air circulation. Finish of deck units shall be maintained at all times by using touchup paint whenever necessary to prevent the formation of rust.

PART 2 PRODUCTS

2.1 DECK UNITS

Deck units shall conform to SDI Pub No 28. Panels of maximum possible lengths shall be used to minimize end laps. Fabricate deck units in lengths to span 3 or more supports with flush, telescoped, or nested 2 inch laps at ends, and interlocking, or nested side laps, unless otherwise indicated.

2.1.1 Roof Deck

Steel deck used in conjunction with insulation and builtup roofing shall conform to ASTM A 653 or ASTM A 792. Roof deck units shall be fabricated of 0.0295 inch design thickness or thicker steel and shall be galvanized (zinccoated in conformance with ASTM A 653, G90 coating class or aluminumzinc coated in accordance with ASTM A 792 Coating Designation AZ55).

2.2. Sheet Metal

Where deck is cut for passage of pipes, ducts, columns, etc., and deck is to remain exposed, provide a neatly cut sheet metal collar to cover edges of deck. Do not cut deck until after installation of supplemental supports. Sheet metal may be used to patch small areas of deterioration.

PART 3 EXECUTION

3.1 ERECTION

Erection of deck and accessories shall be in accordance with referenced SDI Publications. Damaged deck and accessories including material which is permanently stained or contaminated, with burned holes or deformed shall not be installed. The deck units shall be placed on secure supports, properly adjusted, and aligned at right angles to supports before being permanently secured in place.

3.2 ATTACHMENTS

All fasteners shall be installed in accordance with the manufacturer's recommended procedure, except as otherwise specified. The deck units shall be welded with nominal 5/8 inch diameter puddle welds or fastened with screws, powderactuated fasteners or pneumatically driven fasteners to supports in accordance with requirements of SDI. All welding of steel deck shall be in accordance with AWS D1.3 using methods and electrodes as recommended by the manufacturer of the steel deck being used. Welds shall be made only by operators previously qualified by tests prescribed in AWS D1.3 to perform the type of work required. Welding washers shall be used at the connections of the deck to supports. Welding washers shall not be used at sidelaps. Holes and similar defects will not be acceptable. Deck ends shall be lapped 2 inches. All partial or segments of deck units shall be attached to structural supports in accordance with Section 2.5 of SDI. Powderactuated fasteners shall be driven with a lowvelocity piston tool by an operator authorized by the manufacturer of the piston tool. Pneumatically driven fasteners shall be driven with a lowvelocity fastening tool and shall comply with the manufacturer's recommendations.

End of Section

SECTION 06100

ROUGH CARPENTRY

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.

AMERICAN WOOD COUNCIL

AWD (2018) National Design Specification for Wood Construction

AWD (2018) Wood Frame Construction Manual

AMERICAN HARDBOARD ASSOCIATION (AHA)

AHA A135.4 (2020) Basic Hardboard

APATHE ENGINEERED WOOD ASSOCIATION (APA)

AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

ASTM C1396 (2017) Standard Specification for Gypsum Board

ASTM C739 (2021a) Standard Specification for Cellulosic Fiber Loose- Fill Thermal Insulation

ASTM E84 (2022) Standard Test Method for Surface Burning Characteristics of Building Materials

ASTM E96 (2022) Standard Test Methods for Water Vapor Transmission of Materials

ASTM E154 (2019) Standard Test Methods for Water Vapor Retarders Used in Contact with Earth Under Concrete Slabs, on Walls, or as Ground Cover

AMERICAN WOODPRESERVERS' ASSOCIATION (AWPA)

AWPA…