Attachment_1_through_8-FA304715R0085.pdf

FA3047-15-R-0085, Construct New GIB, JBSA Lackland, TX – Medina Training

Annex

Attachment 1:

Statement of Work, 18 pg

13 July 2015

STATEMENT OF WORK

PROJECT # MPYJ 15-0009

REPAIR MWD KENNEL SEWER DRAINAGE SYSTEM, BLDGS (450, 452,

454, 456, 458, 460, 464)

JBSA – LACKLAND, MEDINA ANNEX

1. PROJECT SCOPE

1.1 BACKGROUND

While in the process of replacing the 8 kennels on Medina Annex, it was discovered that there are significant systemic problems with the existing sewer lines. This project to replace the 8 kennels called for the building of the new kennels on top of the existing foundations and utilizing existing sewer infrastructure. The kennels require adequate cleaning and sanitation and must be washed out routinely. Sewer drainage system must support wash water along with solid waste without clogging. Figure 1 shows the general project location and the relative project area within the Lackland-Medina Annex.

Figure 1 – Project Location

There are currently a number of projects going on at the site location and same facilities so construction for this project will have to be started when the other projects have been completed.

Only one kennel will be available for construction at a time to allow for enough space for the dogs to reside during construction.

1.2 GENERAL

1.2.1 The contractor shall identify and comply with all applicable (1) federal, state, local as well as Department of Defense (DoD), Air Force, and JBSA - Lackland statutes, instructions, manuals, handbooks, regulations, guidance, policy letters, and rules (including all changes and amendments), and (2) Presidential Executive Orders, in effect on the date of issuance of this contract.

1.3 DESIGN

1.3.1 The overall scope of work (SOW) includes the repair/replace the MWD kennel sewer infrastructure at the Medina Annex kennel compound. A complete survey with a camera will be needed to assess the current issues with the piping and design accordingly. The design should include a combination waste and venting system along with the installation of 7 grinder pumps and associated electrical connections. Individual lines to each building is desired.

1.3.2 The Designer of Record (DOR) shall use the Unified Facilities Guide Specifications (UFGS) and the requirements contained in this SOW to fully develop the technical specifications and construction drawings. The technical criteria contained and cited in this SOW and UFGS establish minimum standards for the design and construction quality.

1.3.3 The contractor shall be responsible for preparing, filing, testing, and paying for any fees necessary to obtain all necessary permits to meet the provisions of this SOW. All testing and/or permitting fees shall be included as part of the base bid.

1.3.4 Record drawing from the original and subsequent construction effort is available and located in building 5595. Contractor shall field verify all required dimensions and information themselves to produce the design documents. Contractor shall develop accurate electronic plans in AutoCAD format. Electronic plans developed by the contractor (not the government furnished record drawings) shall be used as the basis for design drawings.

1.3.5 The contractor shall submit for government review and approval, bound paper copies and electronic copies of 65% and 95% complete design packages consisting of detailed design analyses, plans and specifications for the accomplishment of all construction work described in section 1.4 below. Contractor shall submit a signed and sealed 95% design package incorporating all correction from 65% and 95% review. Mobilization and construction effort will only be allowed to begin upon the receipt of signed and sealed 95% design package. All electronic copies shall be provided to the government in the native file format and PDF format.

1.3.6 The contractor shall coordinate with the 502 CES PM and receive approval 14 days in advance prior to mobilizing for construction.

1.4 CONSTRUCTION

All construction work shall be in strict conformance with design drawings and specifications and shall include the furnishing of all materials, labor, plant, tools, equipment, and services necessary to accomplish the provisions of this SOW. The work performed by the contractor shall result in complete and fully functioning systems consisting of, but not limited to, the following principal items:

1.4.1 Demolition

• Remove old sewer lines to accommodate the newly installed system.

1.4.2 New Work

• All work associated with making the sewer system fully functional and to code. The inclusion of a combination waste and vent system is desired as well as grinder pumps to prevent back-ups. Individual lines to each facility is desired.

1.4.2.1 Any outages requested by the contractor to perform any provisions of this SOW, shall be submitted to the 502 CES PM at least 14 calendar days prior to the requested Outage Date.

1.4.2.2 Upon completion of the construction work, the contractor shall restore and clean the project area and return it back to the government ready for immediate use.

1.5. CODES AND REGULATIONS

All work shall be accomplished in accordance with the latest edition of applicable codes, standards, regulations and other requirements. In the case where two or more standards are applicable, the contractor shall ensure compliance with the more stringent of the standards.

2. GENERAL

Applicable provisions of the Contract Clauses of the contract will govern work under each section of these specifications.

2.1. GENERAL REQUIREMENTS

2.1.1. Site Plan

The contractor shall prepare a site plan indicating the proposed location and dimensions of any area to be isolated/fenced for use by the Contractor, the number of trailers to be used, avenues of ingress/egress to the project area, and laydown/storage area. Any areas, which may have to be graveled to prevent the tracking of mud, shall also be identified. The contractor shall also indicate if the use of a supplemental or other staging area is desired. Contractor site plan shall be submitted for approval by the government 14 working days in advance prior to mobilization for construction.

2.1.2. Identification of Employees

The contractor shall be responsible for furnishing to each employee, and for requiring each employee engaged on the work to display, identification as approved and directed by the Contracting Officer. Prescribed identification shall immediately be delivered to the Contracting

Officer for cancellation upon release of any employee. When required, the contractor shall obtain and provide fingerprints of persons employed on the project. All contractor and sub-contractor personnel shall wear identifying markings on hard hats and safety vests clearly identifying the company for whom the employee works.

2.1.3. Employee Parking

Contractor employees shall park privately owned vehicles in an area designated by the Contracting Officer. This area will be within reasonable walking distance of the construction site. Contractor employee parking shall not interfere with existing and established parking requirements of the military installation.

2.1.4. Job Site Tools and Equipment

All hand tools and equipment shall be maintained in good working conditions and properly stored when not in use. Construction attire shall be in accordance with applicable OSHA regulations. All tools and equipment shall be at hand prior to the contractor commencing work.

2.1.4. Project Signage

Contractor shall furnish and erect a project construction sign as specified in Appendix D.

Coordinate final signage copy and location at site with 502 CES PM.

2.2. AVAILABILITY AND USE OF UTILITY SERVICES

2.2.1. Payment for Utility Services

The Government will make all reasonably required utilities available to the contractor from existing outlets and supplies, as specified in the contract. The contractor shall carefully conserve any utilities furnished without charge. The contractor, at its expense and in a manner satisfactory to the Contracting Officer, shall provide and maintain necessary temporary connections and distribution lines.

2.2.2. Sanitation

The contractor shall provide temporary toilet facilities for their own use during the construction period.

2.2.3. Telephone

The Contractor shall make arrangements and pay all costs for telephone facilities desired.

2.3. CONTRACTOR'S TEMPORARY FACILITIES

2.3.1. Administrative Field Offices

The Contractor shall provide and maintain any necessary administrative field office facilities within the construction area per approved Site Plan. Government office and warehouse facilities will not be available to the contractor's personnel.

2.3.2. Storage Area

The contractor shall construct and maintain temporary 6-foot high chain link fence around the exterior of the project site perimeter, trailers and stored materials. The fence shall include woven privacy fabric, 90%-density, bound edging with brass 1”-grommets fastening locations; factory cut wind-holes; color: dark brown, so that visibility through the fence is obstructed. Fence fabric shall be installed on the “public” side of the site’s construction fence and maintained in a neat and tight fashion onto the fence. Fence fabric damaged during the construction phase shall be replaced at the direction of the Contracting Officer. Fence fabric material color shall be dark brown and submitted to the Contracting Officer for approval. Fence posts may be driven, in lieu of concrete bases, where soil conditions permit. Trailers, materials, or equipment shall not be placed or stored outside the fenced area unless such trailers, materials, or equipment are assigned a separate and distinct storage area by the Contracting Officer away from the vicinity of the construction site but within the military boundaries. Trailers, equipment, or materials shall not be open to public view with the exception of those items which are in support of ongoing work on any given day. Materials shall not be stockpiled outside the fence in preparation for the next day's work. Mobile equipment, such as tractors, wheeled lifting equipment, cranes, trucks, and like equipment, shall be parked within the fenced area at the end of each workday.

2.3.3. Appearance of Trailers

Trailers utilized by the Contractor for administrative or material storage purposes shall present a clean and neat exterior appearance and shall be in a state of good repair. Trailers which, in the opinion of the Contracting Officer, require exterior painting or maintenance will not be allowed on the military property or sent back at the discretion of the Contracting Officer.

2.3.4. Maintenance of Storage Area

Fencing shall be kept in a state of good repair and proper alignment. Should the contractor elect to traverse with construction equipment or other vehicles, grassed or unpaved areas which are not established roadways, such areas shall be covered with a layer of gravel as necessary to prevent rutting and the tracking of mud onto paved or established roadways; gravel gradation shall be at the contractor's discretion. Grass located within the boundaries of the construction site and 5’ outside the boundaries of the construction site shall be mowed for the duration of the project. Grass and vegetation along fences, buildings, under trailers, and in areas not accessible to mowers shall be edged or trimmed neatly.

2.3.5. Security Provisions

Adequate outside security lighting shall be provided at the contractor's temporary facilities. The contractor shall be responsible for the security of its own equipment; in addition, the contractor shall notify appropriate law enforcement agency requesting periodic security checks of the temporary project field office.

2.3.6. Removal of Temporary Fence

The contractor shall remove the temporary fence upon completion and acceptance of the project.

In case the fence needs to be removed for the completion of obstructed areas, such as landscaping, the site shall remain in neat appearance with all proper barricades, as specified.

2.4. BULLETIN BOARD, PROJECT SIGN, AND PROJECT SAFETY SIGN

2.4.1. Bulletin Board

Immediately upon beginning of work, the contractor shall provide a bulletin board displaying the Equal Employment Opportunity poster, a copy of the wage decision contained in the contract, Wage Rate Information poster, and other information approved by the Contracting Officer. The bulletin board shall be located at the project site in a conspicuous place easily accessible to all employees, as approved by the Contracting Officer. Legible copies of the aforementioned data shall be displayed until work is completed. Upon completion of work the bulletin board shall be removed by and remain the property of the contractor.

2.4.2. Project and Safety Signs

The contractor shall prominently display any safety signs necessary to prevent any accidents to contractor’s employees, government employees, or any other visitors in the project area. The signs shall be posted within 10 working days after receipt of the notice to proceed (NTP). Upon completion of the project, the signs shall be removed from the site.

2.5. TEMPORARY PROJECT SAFETY FENCING

As soon as practicable, but prior to the commencement of work, the contractor shall furnish and install temporary project safety fencing at the work site. Caution tape shall not be used as a means of fencing. The temporary safety fencing shall be maintained by the contractor throughout the duration of the project. Upon completion and acceptance of the work, the fencing shall remain the property of the contractor and shall be removed from the work site.

2.6. CLEANUP

At the end of each working day, contractor shall clean up the work site by the removal of all construction debris, waste materials, packaging material and the like. If the aforementioned items could become airborne, they shall be placed in secure refuse containers immediately. Clean up of the work site shall include the construction areas, material storage areas, parking and eating areas, and any other areas affected by the construction process. Any dirt or mud, tracked on to any Base street, parking area, sidewalk, patio, driveway, or building shall be cleaned away daily.

Materials resulting from demolition activities that are salvageable shall be stored within the laydown area described above or at the supplemental storage area. All stored material, whether new or salvaged, shall be neatly stacked when stored.

2.7. RESTORATION OF GOVERNMENT AREA

Areas used by the contractor for the storage of equipment or material, or other use, shall be restored to the original or better condition prior to returning to the government.

2.8. ENVIRONMENTAL MANAGEMENT

The contractor shall comply with all provisions of JBSA - Lackland Environmental Protection specification as applicable to this contract. Appendix B below includes a copy of the JBSA - Lackland Environmental Protection specification. No separate payment will be made to the contractor to ensure compliance with the provisions of the environmental specifications; all cost shall be part of the contractor’s base bid.

3. BUILDINGS AFFECTED

Buildings involved are Military Working Dog Kennels. Because these are areas where the MWDs will be in, prior to any contractors working on site they are required to take a brief safety briefing provided by the government. No contractor’s will be allowed on the site if they have not received this briefing.

4. EXISTING UTILITIES

Record drawings showing existing underground utilities are located in Building 5460, Lackland AFB. The contractor shall avail himself of the drawings. Any utility line shown on the record drawings (or made known to the Contractor) and damaged during construction work shall be repaired immediately by the contractor at no cost to the government.

5. SUBMITTALS

During the design phase the DOR shall update the provided AF Form 66 Submittal Registry with additional items for government approval to comply with the intent of this Statement of Work (SOW), these items shall include all newly installed products and/or reference material that are to remain government property at the conclusion of this project. Contractor shall utilize the updated AF Form 66 to provide submittals on AF IMT 3000 Material Approval Submittal Form for all listed items, prior to work or installation of materials. Do not purchase or conduct work until the approved submittal form has been returned from 502 CONS. At minimum, the contractor shall allow 14 calendar days for government review of the submittal for approval or disapproval.

6. PRE-CONSTRUCTION SITE VISIT

The contractor shall visit the job site to verify location, conditions, and dimensions prior to starting work.

7. PRE-CONSTRUCTION MEETING

The contractor shall request for a preconstruction meeting with the Contracting Officer prior to the commencement of any construction work. The preconstruction meeting shall be attended by at minimum the Contractor’s Project Manager, Site Superintendent, Quality Control, and Site Safety and Health Officer.

8. QUALITY ASSURANCE

8.1 Provide a Quality Control (QC) person at the work site at all times for continuous surveillance of project activities to ensure workmanship, methods, materials, and equipment conform to contract requirements. QC shall have the “stop work” authority to prevent or stop performance inconsistent with the contract requirements.

8.2 The contractor shall submit a Quality Control Plan (QCP) for government approval to the Contracting Officer at least 14 calendar days prior to commencing work. Work cannot proceed without an approved QCP. At minimum, the QCP shall discuss the following topics:

• Introduction: contract description, and quality commitment statement

• References

• Project Organization: key project personnel and responsibilities

• Quality Control Plan Elements

• Submittals

• Quality Management Procedures

• Testing / Inspection / Monitoring

• Closeout Inspection

• Documentation and Control

• Forms and Records

• Nonconformance and Corrective Action

9. GENERAL SAFETY REQUIREMENTS

9.1. Provide a Site Safety and Health Officer (SSHO) at the work site at all times to perform safety and occupational health management, surveillance, inspections, and safety enforcement for the Contractor. The Contractor QC can be SSHO on this project.

9.2. The contractor shall submit a site specific Accident Prevention Plan (APP) for government approval to the Contracting Officer at least 14 calendar days prior to commencing work. Work cannot proceed without an approved APP. All changes to the approved APP shall be made with the knowledge and concurrence of the Contracting Officer and 502 CES PM. At minimum, the APP shall discuss the following topics:

• Site Background

• Project Organization: key project personnel and responsibilities

• Site Hazards: chemical, physical, biological

• Exposure Monitoring

• Site Control

• Personal Protective Equipment

• Decontamination

• Safety Policy and Procedures

• Emergency Response Plan

• Training

• Medical Surveillance

• Recordkeeping

9.3. Obey the posted base speed limits. Wear Seat belts on base IAW AFI 91-207.

9.4. Report contractor accidents involving injury to Air Force personnel or damage to government property to the Contracting Officer and the 502 ABW OL-A/SEG, Ground Safety Officer immediately.

9.5. The Contractor shall familiarize and comply with the general safety requirements IAW DOL regulations, OSHA 29 CFR Part 1926, as well as applicable AFOSH standards and AFRs.

These standards and AFRs are available in the 502 ABW OL-A/SEG, Ground Safety Office, building 2484.

9.6. REQUIRED

STANDARD SECTION SUBJECT

OSHA 1910 .132 Personal Protective Equipment OSHA 1910 .215 Explosives AFM 91-201 Explosives Safety Standard OSHA 1926 Subpart H Material Handling OSHA 1926 Subpart O Mechanized Equipment OSHA 1926 Subpart Q Concrete Forms OSHA 1926 .850 Demolition AFOSH 161-4 Asbestos and PPE 1910 .1001 1926 .58 AFOSH 91-4 Ladders AFOSH 91-5 Welding, Cutting, Brazing AFOSH 91-25 Confined Spaces NEC Electrical Work 1926 Subpart P Trenching 1926 .202, .203 Barricades AFOSH 91-25 Confined Space Entry 1925 .461 Scaffolding

10. BARRICADES AND WARNING SIGNS

Adequate barricades, warning signs and flares shall be furnished, installed, and maintained by the contractor. Barricades and signs shall meet the requirements established and in the National Manual on Uniform Traffic Control Devices for Streets and Highways, pertaining to safety and barricades. Barricades shall have warning lights with low-intensity electric flashers for night application.

11. DIGGING PERMIT

11.1. Obtain a blank AF Form 103, BASE CIVIL ENGINEERING WORK CLEARANCE REQUEST (often called a digging permit) from 502 CES PM. Contact 502 CES/CEOI, (210) 671-3533 to schedule a digging permit (AF Form 103) to excavate on JBSA - Lackland.

Contractor shall request a digging permit at least 10 working days in advance.

11.2. The dispatcher will assign a Job Order Number and schedule a time for the base agencies to meet at the job site with the job superintendent. The superintendent must contact Dig Test at 1-800-344-8377 for Time Warner and SBC and Base Communications Office (210) 925-0607.

Southwestern Bell utilities are only located in housing areas; base communications is located everywhere else. After each agency including Time Warner and Southwestern Bell has signed the AF Form 103, deliver the form to the Project Inspector for final approval signatures. The inspector will return a copy of the completed and approved AF Form 103 to the contractor.

11.3. It shall be the responsibility of the contractor to document and preserve markings until they are no longer needed. The government will not be responsible for re-marking an area already covered by an existing digging permit.

11.4. All excavations other than building foundations, must have site restoration (sod, hydro-mulch, pavement or other scheduled restoration), completed within 14 calendar days (excluding approved rain delay days) after excavation has been initiated.

12. UTILITY OUTAGES

12.1. Utility outages shall be defined as a stoppage in electric, gas, potable water, sewer, chilled or hot water, steam, telephone, Energy Monitoring and Control System (EMCS), or any other similar utility whether serving all or a part of a single facility or of several facilities.

12.2. All utility outages shall be coordinated with the Using Agency through the Contracting Officer or the 502 CES PM. Notice of the necessity for an outage shall be provided by the contractor to the Contracting Officer, in writing, not less than 15 working days prior to the time of the required outage and written approval for the outage will be issued by the Contracting Officer. All work shall be coordinated and arranged to ensure that the outage will be of minimum duration.

12.3. Once a utility outage is arranged and work begun, work shall continue until all utilities are restored to the affected facility or facilities.

12.4. In the event a scheduled utility outage is cancelled by the government, notification will be given to the contractor at least 24 hours in advance of the time for the outage to start.

Rescheduling of a cancelled outage must be coordinated with written notification as described above.

13. WELDING

Welding shall not be performed without first obtaining a hot work permit issued by the Base Fire Department.

16. FIRE REGULATIONS AND PREVENTION PRACTICES

The contractor shall comply with fire prevention practices as set forth by the National Fire Protection Association, other recognized fire prevention agencies, and base regulations.

18. PREVENTION OF FUEL SPILLS

Contractor may use temporary fuel tanks upon approval by the Contracting Officer. Tanks shall be surrounded by an earthen berm which provides 110% of the tank capacity. The berm shall be lined with a 40 mil polyethylene sheet held in place with weights located on the outside of the berm. All berms shall be inspected by the 502 CES PM or the PI prior to filling fuel tanks.

19. GENERATED REFUSE

The Contractor shall take positive action to prevent work-generated refuse from entering the sewer system. All contractor generated refuse and waste shall be hauled from the construction site daily to a disposal area located outside the physical boundaries of the installation. This refuse and waste material shall be hauled in trucks with tight-fitting beds and covers to prevent spillage on roadways. The construction site shall be kept neat, orderly, and safe for workmen at all times.

All required manifests shall be obtained prior to the transportation of refuse off-site.

20. WATER CONSERVATION

Conserve water to the greatest extent possible.

20.1. If JBSA - Lackland implements water usage restrictions, the contractor is required to comply with these restrictions, at no additional cost to the government. In the event the contractor cannot comply with water usage restrictions and still meets other contract requirements (particularly when installing sod or hydro-mulching), then he can request permission from the Contracting Officer for relief from the restrictions.

20.2. Waivers: Submit request for waivers to water conservation restrictions in writing. The Contracting Officer will consider such cases on an individual basis and grant waivers only in extreme cases. Submit detailed requests with appropriate manufacturer’s/supplier’s data to show unavoidable noncompliance with the water usage restrictions. In the event a restriction is conditionally waived, use only the minimum amount of water necessary to comply with contract requirements.

21. ENERGY REQUIRMENTS

Design of new construction and renovations shall be in full compliance with ANSI/IESNA/ ASHRA Standards with specific attention to ASHRA Standard 90.1-2004 or latest edition. In addition, new construction and renovations for existing facilities must comply with Energy Policy Acct of 2005 (EPACT 05), Executive Order 13423 and energy conservation standards under Unified Facilities Criteria, UFC 3-400-01 05 July 2002, UFC 3-410-01FA 15 May 03, UFC 3-410-02A 15 May 03, UFC 3-440-01 14 Jun 02 or latest edition for all. Air Force Design Sustainability shall be applied in the development concepts of planning, design, construction, environmental management, operation, maintenance and disposal of facilities and infrastructure project, consistent with budget and mission requirements. Design Energy Compliance Analysis (ECA) must be provided with the design package.

22. INVENTORY OF INSTALLED PROPERTY

The Contractor shall prepare and submit a list of new equipment or units of equipment that require gas, water, or electrical utilities connections per the attached JBSA - Lackland Environmental Protection specification, see Appendix B. (Examples: AHUs, fans, air conditioners, compressors, condensers, chillers, boilers, furnaces, heat exchangers, pumps, cooling towers, tanks, fire hydrants, sinks, water closets, urinals, lavatories, shower stalls, and other large plumbing fixtures, lighting fixtures, electric heating equipment, motors, and other electrical equipment). The list shall be reviewed periodically by the government to verify completeness and accuracy. Completed list shall be turned over to the Contracting Officer's Representative (COR) at least 14 calendar weeks prior to the prefinal inspection.

23. INSPECTION AND ACCEPTANCE

Inspections and final acceptance will be made as completed by the contractor with the following additional provisions:

23.1. The contractor shall give the government a minimum of three (3) working days notice for all requested inspections. Inspections shall be staggered such that two inspections will not occur at the same time.

23.2 The contractor shall make sure that the work is ready for all inspections. The presence of an unreasonable number of deficiencies, as determined by the Contracting Officer's Representative (COR), may cause the inspection to be rescheduled.

24. INSPECTION OF CORROSION PROTECTION INSTALLATION

24.1. All metallic, above or underground, water or fuel tanks and all metallic underground water, gas, fuel, or electric piping require corrosion protection. The installation shall be coordinated with the Contracting Officer or the 502 CES PM prior to commencement.

24.2. All work shall be coordinated and arranged by the contractor to ensure the corrosion protection installation is inspected by the 502 CES PM in accordance with the following sequence:

24.2.1. Initial Inspection: All work on the corrosion protection installation is in the process of being completed and is properly uncovered for inspection by the 502 CES PM or the Project Inspector.

24.2.2. Final Inspection: All work on the corrosion protection installation has been satisfactorily completed, all deficiencies, if any, corrected and is properly uncovered for final inspection by the

502 CES PM.

24.3. Corrosion protection installation shall be completed in accordance with the plans and specifications and certified prior to approval/acceptance by the Contracting Officer.

25. DETERIORATED CONSTRUCTION AND FINISH

The 502 CES PM will be the governing authority in determining if existing construction and finishes are deteriorated and require repair and/or replacement.

26. AS-BUILT DRAWINGS

The contractor shall provide complete detailed as-built drawings representing the entire project as constructed under the contract. The drawings shall be drawn to appropriate scales and dimensioned completely and accurately. Drawings shall be delivered to the government on 14” x 20” hard copy, standard black line quality paper and electronically on AutoCAD release 2012 or compatible format and as PDF on CD.

Preliminary as-built drawings shall be submitted with an AF Form 3000 for government review/approval. The preliminary as-builts shall be submitted concurrently with the request for pre-final inspection. Upon government approval of the preliminary as-builts, the contractor shall submit the entire final set of hard copy and electronic as-builts drawings for final approval and acceptance. As-builts shall be included as a separate item in the progress schedule AF Form 3064.

27. DD FORM 1354

The Contractor shall prepare and submit DD Form 1354, Transfer and Acceptance of Military Real Property prior to acceptance of the project by the government. The contractor will use the checklist provided in Appendix C, and complete all applicable information to develop the DD Form 1354. A preliminary copy of the form along with the checklist shall be submitted for review by the Government to verify completeness and accuracy at least 30 days prior to the pre-final inspection. The completed DD Form 1354 along with the checklist shall be turned over to the Contracting Officer's Representative (COR) at least 14 calendar days prior to pre-final inspection.

28. DELIVERABLES

All of the contract deliverables and supporting documentation becomes the property of the government upon delivery and shall remain property of the government at the end of the contract period.

28.1. CONTRACT DRAWINGS

Drawings shall be prepared on AutoCAD release 2012 or compatible format. All contract drawings shall be well prepared, complete, and accomplished in accordance with the best professional practice to show clearly and concisely the type and extent of work to be performed.

The drawings shall be drawn to appropriate scales and dimensioned completely and accurately.

Extensive explanatory notes on the drawings should be held to a minimum or placed in the specifications. Dimensions shall be shown in Standard English units. Standard building material indications and symbols for architectural items and for mechanical and electrical equipment shall be used to the greatest extent possible. Drawings shall be delivered in hard copy, standard black line quality paper, at review stages in the number listed in paragraph on SUBMITTALS. All review drawings shall be 14”x20” in size.

28.2. DRAWING STANDARDS

Drawings shall be prepared on AutoCAD release 2012 or compatible format. All drawings shall utilize A/E/C CAD Standards, Rel 4.0 or latest release and SDSFIE 2.61 for compliance with the installation standards. Both hard copies and electronic copies of the drawings shall be provided to the Contracting Officer for review at the 65% design phase and the 95% design phase. Upon the acceptance of the 95% design drawings, the Contractor shall provide to the Contracting Officer signed and sealed final design submittal. Extensive explanatory notes on the drawings should be held to a minimum. Dimensions shall be shown in Standard English units. Standard building material indications and symbols for architectural items and for mechanical and electrical equipment shall be used to the greatest extent possible.

28.3. DESIGN SERVICES

28.3.1. Site Design Data: The contractor shall perform field reconnaissance, surveys, and site investigations required to obtain engineering information and design data necessary to comply with the provisions of the contract documents in accordance with the requirements of this SOW.

28.3.2. Field Measurements: The contractor shall be required to make his own field investigations to verify dimensions and other information shown on government furnished reference drawings.

28.3.3. Government Review: The Contracting Officer or his authorized representative may furnish the contractor review comments on the data submitted. The government's review is intended to be limited to functional aspects, with limited technical review of a general cursory nature only. Any review by the government of technical items shall not be construed to relieve the contractor of responsibility for technically correct and complete documents in compliance with applicable codes, industry standards, and the intent of this SOW. Review comments for compliance with Federal Acquisition Regulations (FAR) will also be provided by the Contracting Officer. The contractor shall comply with the review comments in the development of data for subsequent submittals. If any review comment requires clarification and/or amplification to assure compliance, the contractor shall notify the Contracting Officer or his authorized representative in writing. After each review, the contractor will be furnished one set of comments to be annotated and returned to the government. Comments annotated by the contractor with a "D" - do not concur, "E" - exception, or "X" - delete, shall have an explanatory note added to justify the noncompliance with the comment. The contractor shall furnish these annotated comments to the Government no later than 3 calendar days after receiving the comments.

28.3.4. Drawings: The contractor shall submit drawings in accordance with Section 28.1 and

28.2 of this SOW. The contractor shall separate Architectural, Structural, Civil, Mechanical, Electrical, Fire Alarm/Fire Protection sections into their own individual sections within the drawing.

29. OCCUPATIONAL SAFETY

The contractor shall be subject to no-notice inspections under Occupational Safety and Health Act (OSHA) Program by inspectors of the Department of Labor.

30. SEVERE WEATHER

Upon receipt by the Contracting Officer of a severe weather warning with anticipated winds of 35 knots or higher, the following sequence of actions shall be carried out:

1. The Contracting Officer or the 502 CES PM will notify the contractor of the severe weather warning.

2. The Contracting Officer or the 502CES PM will instruct the contractor to secure all materials and equipment.

3. The contractor shall take immediate action to tie down, remove, protect, and/or secure construction materials and equipment to the satisfaction of the 502 CES PI in order to reasonably assure that government property will not be damaged. If the contractor fails or refuses to secure materials and equipment to the satisfaction of the 502 CES PI, the work will be accomplished by government personnel and the cost thereof charged to the contractor.

33. APPENDIXES

Appendix A: Pictures

Figure 2: Drain showing build-up of leaves Figure 3: Catch basket, which doesn’t fit into drain cut-out

Figure4: Side of kennel showing drain/sewage system Figure 5: Two-way clean-out

Figure 6: Showing current main Sanitary Sewer line running vertical with the picture

Appendix B: JBSA - Lackland Environmental Protection Specification Please see attached.

Appendix C: DD Form 1354 & DD1354 Checklist

Please see attached.

Appendix D: Project Signage Standard

Please see attached.

FA3047-15-R-0085, RPR MWD Kennel Sewer Drainage, JBSA Lackland, TX –

Medina Training Annex

Attachment 2:

Specification Section, 70 pgs

SECTION 01 35 40.00 20

ENVIRONMENTAL

MANAGEMENT 02/10

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 within the text by the basic designation only.

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI Z400.1/Z129.1 (2004) Hazardous Industrial Chemicals - Material Safety Data Sheets - Preparation ASTM

INTERNATIONAL (ASTM)

ASTM D 4840 (1999; R 2010) Sampling Chain-Of-Custody Procedures

ASTM D 5663 (1997; R 2003) Validating Recycled Content in Packaging Paper and Paperboard

ASTM E 1991 (2005) Environmental Life Cycle Assessment of Building Materials/Products

ASTM E 2114 (2008) Standard Terminology for Sustainability Relative to the Performance of Buildings

INTERNATIONAL ORGANIZATION FOR STANDARDIZATION (ISO)

ISO 14040 (2006) Environmental Management - Life Cycle Assessment - Principles and Framework NATIONAL

INSTITUTE OF STANDARDS AND TECHNOLOGY (NIST)

NIST BEES 4.0 (2007) Building for Environmental and Economic Sustainability

U.S. DEPARTMENT OF AGRICULTURE (USDA)

Biomass R&D Act (2000) Biomass Research and Development Act

U.S. Farm Bill (2002) U.S. Farm Bill of May 2002

U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA)

NPDES (1972; R 2005) National Pollutant Discharge Elimination System

U.S. GREEN BUILDING COUNCIL (USGBC)

LEED (2002; R 2005) Leadership in Energy and Environmental Design(tm) Green Building

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FA3047-15-R-0085

MPLS 150009, JBSA LACKLAND, TX – Medina Annex Attachment 2: Environmentmal Protection Specifications

Rating System for New Construction (LEED-NC)

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

40 CFR Protection of Environment

40 CFR 261 Identification and Listing of Hazardous Waste

1.2 DEFINITIONS

Definitions pertaining to sustainable development are as defined in ASTM E 2114 and as specified.

a. "Biobased content" is calculated as the weight of the biobased material divided by the total weight of the product, and is expressed as a percentage by weight.

b. "Biobased materials" include fuels, chemicals, building materials, or electric power or heat produced from biomass as defined by the Biomass R&D Act. Minimum biobased content shall be as defined in the U.S. Farm Bill.

c. "Chain-of-custody" is a process whereby a product or material is maintained under the physical possession or control during its entire life cycle.

d. "Pollution and environmental damage" is caused by the presence of chemical, physical, or biological elements or agents. Human health or welfare is adversely affected; ecological balances are unfavorably altered; the utility of the environment for aesthetic, cultural, or historical purposes degrades.

1.3 PRECONSTRUCTION MEETING

After award of Contract and prior to commencement of the work, the Contractor shall schedule and conduct a meeting with the Contracting Officer to discuss the proposed Environmental Protection Plan and to develop a mutual understanding relative to the details of environmental protection. The requirements for this meeting may be fulfilled during the coordination and mutual understanding meeting as specified in Section

01 45 00.00 10 01 45 00.00 20 01 45 00.00 40 QUALITY CONTROL.

1.4 SUBMITTALS

Government approval is required for submittals with a "G" designation; submittals not having a "G" designation are [for Contractor Quality Control approval.][for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.] The following shall be submitted in accordance with

Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Environmental Protection Plan[; G][; G, [_____]] Instructor

Qualifications

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Submit reference data to demonstrate instructors' individual and firm's capabilities and experience.

SD-03 Product Data

[ Life Cycle Assessments]

Packaging; (LEED)

Submit documentation indicating percentage of post-industrial and post-consumer recycled content per unit of product. Indicate relative dollar value of recycled content products to total dollar value of products included in project.

SD-06 Test Reports

Field Quality Control Reports

SD-07 Certificates

Environmental Regulatory Requirements

For Government's records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, correspondence, records, and similar documents, established for compliance with environmental regulations bearing on performance of the work.

SD-08 Manufacturer's Instructions

[ Material Safety Data Sheets]

SD-11 Closeout Submittals

Training Program

Submit [two] [_____] copies of instructional program outline for demonstration and training, including a schedule of dates, times, length of instruction, instructors' names, learning objective, and teaching outline for each training module. At completion of training, submit [one] [_____] complete training manual[s] for Government's use, and a list of participants with each participant's results of performance-based test for each training module. For Government's records, submit Contractor 40 CFR employee training records [upon request of the Contracting Officer].

Protection of Natural Resources

1.5 CONTRACTOR'S ENVIRONMENTAL MANAGER

Designate an on-site Environmental Manager responsible for overseeing the environmental goals for the project and implementing procedures for environmental protection.

1.5.1 Duties

The Environmental Manager shall be responsible for the following:

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a. Compliance with applicable federal, state, and local environmental regulations, including maintaining required documentation.

b. Implementation of the Waste Management Plan.

c. Implementation of the Indoor Air Quality (IAQ) Management Plan.

d. Implementation of the Environmental Protection Plan.

e. Environmental training for Contractor personnel in accordance with their position requirements.

f. Monitoring and documentation of environmental procedures.

1.5.2 Qualifications

Minimum 5 years construction experience on projects of similar size and scope; minimum 2 years experience with environmental procedures similar to those of this project; familiarity with Environmental Management Systems (EMSs); familiarity with environmental regulations applicable to construction operations.

1.6 ENVIRONMENTAL REGULATORY REQUIREMENTS

The Contractor shall be responsible for knowing federal, state, and local regulatory requirements pertaining to legal disposal of all construction and demolition waste materials. Comply with all applicable regulations and maintain records of permits, licenses, certificates, and other environmental regulatory requirement correspondences.

1.7 ENVIRONMENTAL REQUIREMENTS FOR PRODUCTS

[1.7.1 Material Safety Data Sheets (MSDS)

Submit an MSDS for each product specified in other sections or required by OSHA to have an MSDS. MSDS shall be prepared [no earlier than June 1998] [within the previous five years] [_____]. Include information for MSDS Sections 1 through 16 in accordance with ANSI Z400.1/Z129.1 and as follows:

a. Section 11: Include data used to determine the hazards cited in Section

3. Identify acute data, carcinogenicity, reproductive effects, and target organ effects. [Provide written description of the process used in evaluating chemical hazards relative to preparation of the MSDS.]

b. Section 12: Include data regarding environmental impacts during raw materials acquisition, manufacture, and use. Include data regarding environmental impacts in the event of an accidental release.

c. Section 13: Include data regarding the proper disposal of the chemical. Include information regarding recycling and reuse. Indicate whether or not the product is considered to be "hazardous waste" according to

40 CFR 261.

d. Section 14: Identify hazard class for shipping.

e. Section 15: Identify federal, state, and local regulations applicable to the material.

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f. Section 16: Include additional information relative to recycled content, biobased content, and other information regarding environmental and health impacts. [Identify the date MSDS was prepared.]

][1.7.2 Life Cycle Assessments (LCAs)

For the following products, submit LCA data developed in accordance with [ ASTM E 1991] [ISO 14040] [_____][; and where BEES data exists, submit NIST BEES 4.0 analysis using [100][50][_____] percent Environmental Performance Weighting and the [EPA Scientific Advisory Board] [Harvard University] [Equal] [_____] Environmental Impact Category Weights].

a. Masonry

b. Finish Carpentry

c. Plastic Fabrications

d. Building Insulation

e. Roofing

f. Joint Sealers

g. Wood & Plastic Doors

h. Windows

i. Skylights

j. Glazed Curtain Wall

k. Gypsum Board

l. Tile

m. Acoustical Ceilings

n. Resilient Flooring

o. Carpet

p. Toilet Compartments

q. Loading Dock Equipment

r. Office Equipment

s. Furnishings & Accessories

t. Renewable Energy Equipment

u. Elevators

v. HVAC equipment

x. Lighting equipment

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]1.8 ENVIRONMENTAL PROTECTION PLAN

Prepare and submit an Environmental Protection Plan not less than 10 days before the preconstruction meeting. At a minimum, address the following elements in accordance with this section:

a. Identification and contact information for Environmental Manager.

b. General site information, including preconstruction description and photographs.

c. Summary of training program.

d. Procedures to address water resources.

e. Procedures to address land resources.

f. Procedures to address air resources.

g. Procedures to address fish and wildlife resources.

h. Monitoring and quality control procedures.

Revise and resubmit Plan as required by the Contracting Officer. Approval of Contractor's Plan will not relieve the Contractor of responsibility for compliance with applicable environmental regulations.

1.9 ENVIRONMENTAL DEMONSTRATION AND TRAINING

Contractor shall provide environmental training for workers performing work on the project site.

1.9.1 Instructor Qualifications

Training shall be given by a firm or individual experienced in providing training or education similar in content and extent to that indicated for this project.

1.9.2 Coordination

Coordinate instruction schedule with Government operations. Adjust schedule as required to minimize disruption of Government operations. Coordinate instruction with demonstration and training of general building systems.

1.9.3 Training Program

Develop a training program for all site workers that includes the following topics:

a. Overview of environmental and sustainability issues related to the building industry.

b. Overview of environmental and sustainability issues related to the project.

c. Compliance with applicable federal, state, and local environmental regulations.

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d. Review of site specific procedures and management plans implemented during construction, including the Waste Management Plan, Indoor Air Quality (IAQ) Management Plan, Environmental Protection Plan, and procedures for noise and acoustics management.

1.9.3.1 Scheduling

Provide instruction at mutually agreeable time[s].

1.9.3.2 Training Modules

Develop a learning objective and teaching outline for each topic in the Training Program. Include a description of specific skills and knowledge that each participant is expected to acquire. Instructors shall be well-versed in the particular topics that they are presenting.

1.9.3.3 Evaluation

At the conclusion of each training module, assess and document each participant's understanding of the module by use of [an oral ][a written ][a demonstration ]performance-based test.

PART 2 PRODUCTS

2.1 ENVIRONMENTALLY PREFERABLE PRODUCTS

Consider raw materials acquisition, production, manufacturing, packaging, distribution, reuse, operation, maintenance, and disposal of products, and provide products and materials with the least effect on the environment, determined by LCA analysis, released toxins, and other methods.

2.1.1 Prohibited Materials

The use of the following materials is prohibited:

a. Products containing asbestos.

b. Products containing urea formaldehyde.

c. Products containing polychlorinated biphenyls.

d. Products containing chlorinated fluorocarbons.

e. Solder or flux containing more than 0.2 percent lead and domestic water pipe or pipe fittings containing more than 8 percent lead.

f. Paint containing more than 0.06 percent lead.

2.1.2 Packaging

Where Contractor has the option to provide one of the listed products or equal, preference shall be given to products with minimal packaging and easily recyclable packaging, and to manufacturers with policies that take back product packaging.

2.1.2.1 Industrial Paperboard

Minimum [45][100][_____] percent post-consumer recycled content in accordance with ASTM D 5663.

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2.1.2.2 Carrier Board

Minimum [10][100][_____] percent recycled content with a minimum of [10][15][_____] percent post-consumer recycled content in accordance with ASTM D 5663.

2.1.2.3 Brown Papers

Minimum [5][40][_____] percent recycled content with a minimum of [5][20][_____] percent post-consumer recycled content in accordance with ASTM D 5663.

2.1.3 Substitutions

Notify the Contracting Officer when Contractor is aware of materials, equipment, or products that meet the aesthetic and programmatic intent of Contract Documents, but which are more environmentally responsible than materials, equipment, or products specified or indicated in the Contract Documents. Submit the following for initial review by the Contracting Officer:

a. Product data including manufacturer's name, address, and phone number.

b. Description of…