1. Abbreviated SOW_Install Troopwalk Lights.pdf

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ABBREVIATED STATEMENT OF WORK

FOR

INSTALL TROOPWALK LIGHTS

PROJECT #1130564

March 2023

PREPARED BY:

17TH CIVIL ENGINEER SQUADRON (AETC)

460 E. KEARNEY BOULEVARD

GOODFELLOW AFB, TX 76908-4104

PROJECT MANAGER: Brian Wheeler

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Table of Contents

PART 1.0 – SCOPE OF WORK

PART 2.0 – PRODUCTS

PART 3.0 – EXECUTION

PART 4.0 – UTILITY OUTAGES AND SPECIAL CONDITIONS

PART 5.0 - SITE MAINTENANCE AND CLEANUP

PART 6.0 - ENERGY CONSERVATION

PART 7.0 – RESPONSIBILITY

PART 8.0 – STORAGE AND PARKING

PART 9.0 - COMPLETION OF WORK

Project Package Includes:

1. Statement of Work (This document)

2. Goodfellow Section 01400 - Environmental Protection

3. Tech Exhibits

a. TE-1 Site Map

b. TE-2 Existing Utilities Map

4. AF Form 66

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STATEMENT OF WORK

FOR

INSTALL TROOPWALK LIGHTS

BLDG # - 3139

MARCH 2023

PREPARED BY:

17th CIVIL ENGINEER SQUADRON (AETC)

460 E. KEARNEY BOULEVARD

GOODFELLOW AFB, TX 76908-4104

PART 1.0 – SCOPE OF WORK

1.1 GENERAL: The work to be performed under this contract and in accordance with this Statement of Work shall consist of furnishing all necessary parts, labor, tools, transportation, supplies, supervision, equipment, materials, and incidentals necessary for providing all work shown on the drawings (Technical Exhibits), statement of work, and all applicable codes, regulations, standards and criteria in effect at the date of solicitation. The work outlined below shall consist of, but not be limited to the following:

1.2 PROJECT DESCRIPTION: The Contractor shall provide 5 new troopwalk Lights from B3139 to

Kickapoo Trail as described by plans and specifications. The work scope includes the purchase and installation of 5 new 4” square, 14’ Anodized Bronze Aluminum light poles, concrete bases w/ anchor bolts, Bronze Metal 70-80watt, 4500-6000lumen L.E.D. flood lights, all mounting brackets and hardware, new electrical hand hole, conduit and all required wiring and connectors to tie into the existing 277/480v light circuit. The work scope also includes all drilling, excavation, trenching, concrete, rebar, backfill and clean-up required to install the new lights.

1.3 LOCATION: Goodfellow Air Force Base is located in Tom Green County, on the southeast side of San Angelo, TX. and is bounded to the north by Highway #388 (Paint Rock Rd.), to the west by Fort McKavitt Rd and Bell Street/Christoval Road, to the south by Highway #1223 (San Antonio Hwy.) and to the east by the eastern city limits. Work location is along existing troopwalk East of B3139 extending to Kickapoo Tr.

1.4 WORK AND MECHANICS: The work for this project shall be executed in the best and most workmanlike manner, by qualified and efficient mechanics/tradesmen, skilled in their respective trades. Only certified journeymen in each respective trade, or apprentices under the direct supervision of certified journeymen, shall be permitted to install and/or supervise installation for this project. Individual trade work for this project shall be performed and quality maintained by the applicable trade, only. All trades shall coordinate their work with that of other trades. The Contractor shall coordinate and perform all operations in a manner that will result in a professional and expeditiously completed project. The work shall be in strict accordance with prevailing industry standards and manufacturer’s instructions. Work and materials shall comply with this Statement of Work and the editions in effect at the time of this solicitation for all applicable criteria, regulations, guidelines and codes, all of which are made a part thereof.

1.5 PERFORMANCE PERIOD: The Contractor shall have One-hundred and twenty (120) calendar days to perform all work associated with this project.

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1.6 WORKING CONDITIONS: All Contractor operated/owned vehicles, equipment, tools, etc., shall be stored as prescribed in paragraph DELIVERY AND STORAGE. Applicable traffic control signage where required by the contract shall remain overnight. Parking on turf is not permitted without prior approval.

1.7 WORK AREA ACCESS: Government escorts are not needed in this area.

1.8 CONCRETE TRUCKS: Cleaning out of concrete trucks on Goodfellow AFB is prohibited.

Concrete truck chutes, only, may be rinsed at the construction site. Wastewater and concrete from this rinse shall be collected in a high-density polyethylene (HDPE) plastic-lined box or pit provided by the Contractor at the site. At the end of pouring operations, the Contractor shall excavate all the waste and liner and properly dispose of same. The Contractor shall dispose of all concrete debris to an authorized off base site and shall remove any and all concrete debris and residue at the end of the project at no additional cost to the Government. The pit shall be completely backfilled and the site restored to original conditions.

1.9 REFERENCES: All publications listed herein shall be the most current editions in effect at the time of solicitation and form a part of this Statement of Work. The publications are referred to in the text by basic designation only and include the following:

GAFB INSTRUCTION

GAFBI 31-102 Installation Security Instruction

NATIONAL FIRE CODE

NATIONAL ELECTRIC CODE

INTERNATIONAL BUILDING CODE (IBC)

US ARMY CORPS OF ENGINEERS HEALTH AND SAFETY MANUAL

OCCUPATIONAL HEALTH AND SAFETY ADMINISTRATION (OSHA)

OSHA STD 29 CFR 1910 and 1926 OSHA STD 29 CFR 1910.252 Welding, Cutting and Brazing (General Requirements)

1.10 SUBMITTALS: The Contractor shall provide submittals in the form of manufacturer’s data, certificates of compliance and samples for all items provided and installed per the attached AF Form 66. The Contractor will not be permitted to perform any work on site without approved submittals. The submittals listed on the attached AF Form 66 shall be required and shall be submitted for Government Approved (GA) or For Information Only (FIO). Use AF Form 3000 to process submittals. Submit four copies of submittals to Contracting Officer.

1.11 MANUFACTURER’S CATALOG DATA: Data composed of catalog cuts, brochures, circulars, specifications and product data, and printed information in sufficient detail and scope to verify compliance with requirements of the contract documents.

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a) SAMPLES: The Contractor shall submit actual samples of the aluminum anodized bronze light poles for approval. The Contractor shall submit a sample in each Brown color of the product.

b) MANUFACTURERS WARRANTY: The Contractor shall identify all items being installed that are covered by manufacturer’s guarantee or warranty and provide validated copies of such. The identification shall list the name of the company and the expiration date of the guarantee or warranty.

c) PRODUCT DATA: Manufacturer data sheets and installation and maintenance instructions for all materials to be installed.

d) AS BUILT DRAWINGS: Prior to Final Inspection the Contractor shall submit as built drawings electronically (AutoCAD Rel. 14 or newer and Adobe Acrobat PDF) to the Contracting Officer on AF 3000.

e) DD 1354 TRANSFER AND ACCEPTANCE OF DOD REAL PROPERTY: Prior to Final Inspection the Contractor shall submit for approval a DD Form 1354 Transfer and Acceptance of DoD Real Property to Contracting Officer on AF 3000.

1.12 DELIVERY AND STORAGE: All equipment and materials delivered and placed in storage shall be stored with protection from the weather, humidity and temperature variation, dirt and dust, and any other contaminants. Store all materials in a secure, clean and dry location.

1.13 SAFETY: All Contractor operations shall be conducted and performed in accordance with

Department of Labor, OSHA requirements found in 29 CFR 1910 (1910.146 and 1910.147) and 29 CFR 1926, and Air Force Occupational Safety & Health (AFOSH) standards including AFI 91-203, Air Force Consolidated Occupational Safety Instruction. The Contractor shall also ensure that all work is performed in accordance with project identified national standards, military manuals, instructions, pamphlets, standards, and handbooks, and with the edition in effect on the date of this solicitation of the Corps of Engineers (COE) Safety Manual 385-1-1.

All job sites are subject to inspections by the Department of Labor. In the event of conflicts between the OSHA standards and these requirements, the most stringent shall apply.

1.13.1 Resolution of Department of Labor citations for violations of Occupational Safety and

Health Standards is a Contractor responsibility and shall provide for no basis of a claim against the Government.

1.14 TEMPORARY FENCE: Prior to the start of any work for this project, the Contractor shall provide temporary orange warning fencing around the site perimeter.

1.15 DEMOLITION: The Contractor shall recycle or divert construction wastes from landfill disposal to the maximum extent practicable. Contractor shall track recycling and waste disposal and submit the report on the provided Construction Waste Management Form for Government Approval at the end of the project, and prior to final acceptance of the work. The Contractor shall take all necessary precautions to prevent damage to property to remain in place. Any damage to the aforementioned shall be repaired or replaced by the Contractor at no additional cost to the Government.

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1.16 WELDING, CUTTING, AND BRAZING: Fire Protection shall complete inspection of all welding, cutting and brazing operations prior to any operation. The Contractor shall provide the appropriate operable fire extinguisher. Contractor shall comply be with OSHA STD29 CFR

1910.252 Welding, Cutting and Brazing (General Requirements) and AFOSH 91-5 Welding, Cutting and Brazing. Air Force Form 592 USAF Welding, Cutting and Brazing permit will be issued prior to any operation and shall be kept on site till completion of operation or permit expires. Contact Fire Protection at (325) 654-3532/33/34 for issuance of permit.

1.17 OPERATIONS SECURITY (OPSEC) REQUIREMENTS: The purpose of OPSEC is to reduce the vulnerability of Air Force missions by eliminating or reducing successful adversary collection and exploitation of critical or sensitive information. OPSEC applies to all activities that prepare, sustain, or employ forces during all phases of operations. OPSEC is a process of identifying, analyzing and controlling critical and sensitive information indicating friendly actions associated with military operations and other activities to: 1) identify those actions that can be observed by adversary intelligence systems; 2) determine what specific indications could be collected, analyzed, and interpreted to derive critical or sensitive information in time to be useful to adversaries; 3) select and execute measures that eliminate or reduce to an acceptable level the vulnerabilities of friendly actions to adversary exploitation.

Organizations and personnel supporting the 17th Training Wing have OPSEC requirements associated with their activities and support. The Contractor will comply with the 17th Training Wing OPSEC Program and during the construction contract pre-construction meeting further information will be provided by the Government on the Goodfellow AFB OPSEC Program. The basis for the OPSEC program is AFI 10-701. Specific OPSEC requirements may include:

a) Contractor personnel will receive OPSEC Awareness Education and Duty-Related Training within 90 days of contract start date and annually thereafter.

b) OPSEC Awareness Education and Training will be provided or coordinated through government channels.

c) The Contractor is susceptible to OPSEC assessments, surveys or any other evaluation tool available for the Wing OPSEC Program Manager or subordinate OPSEC Coordinator to use in order to gauge the effectiveness of the overall program.

1.18 UTILITY CONSERVATION: The Contractor will be required to participate in government energy conservation programs. For the purpose of this contract, utilities such as water, electricity, etc., will be furnished by the government at no cost to the Contractor. Long distance and Defense Switched Network (DSN) telephone services will not be provided.

1.19 PROGRESS SCHEDULE: Prior to start of work the Contractor shall submit an AF 3064

Contract Progress Schedule for approval to the Contracting Officer on AF 3000.

1.20 NORMAL WORK HOURS: The Contractor shall schedule all work to commence between the hours of 7:30 AM and 4:30 PM, Monday through Friday, except on the Federal holidays and days designated as “Family Days” by Air Education and Training Command (AETC) as listed below. Permission to work outside these normal business hours may be granted by the Contracting Officer. Requests to work outside the normal work hours must be submitted in writing to the Contracting Officer at least 3 working days in advance of the date requested.

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2023 2024 Federal Holiday Holiday Family Day Holiday Family Day New Year’s Day 02 Jan - 01 Jan 02 Jan Birthday of Martin Luther King, Jr. 16 Jan - 15 Jan - Washington’s Birthday 20 Feb - 19 Feb - Memorial Day 29 May 26 May 27 May 24 May Juneteenth Nat’l Independence Day 19 Jun - 19 Jun - Independence Day 04 Jul 03 Jul 04 Jul 05 Jul Labor Day 04 Sep 01 Sep 02 Sep 30 Aug Columbus Day 09 Oct - Oct 14 - Veterans Day 10 Nov - Nov 11 - Thanksgiving Day 23 Nov 24 Nov Nov 28 29 Nov Christmas Day 25 Dec 26 Dec Dec 25 24/31 Dec

While AETC Family Days have not been identified past calendar year 2024 it is anticipated that the same number of AETC Family days will be declared each year.

Any Holiday falling on a Saturday will be observed the preceding Friday. Any Holiday falling on a Sunday will be observed the following Monday. The base could be closed because of security problems, adverse weather, or other events. Unless otherwise notified by the Government, the Contractor should monitor local television stations, radio stations, or Goodfellow’s Facebook page for notification of a possible base closure or late opening. The Contractor may not receive any other form of notification of a base closure from the Government, unless contacted by the Contracting Officer (CO) or the COR. The Contractor is responsible for notifying his/her employees. Contractor(s) do not report when the base is closed due to security problems and/or adverse weather.

1.21 TOBACCO USE IN AETC FACILITIES: Contractors are advised that the Commander has placed restrictions on the smoking of tobacco products in AETC facilities. AFI 40-102, Tobacco Use in the Air Force, outlines the procedures used by the commander to control smoking in our facilities. Contractor employees and visitors are subject to the same restrictions as government personnel. Smoking is permitted only in designated smoking areas. Additional information, to include locations of designated smoking areas, will be provided to the Contractor at the pre-performance conference.

1.22 BASE ACCESS SECURITY REQUIREMENTS: The Contractor shall comply at all times with base law enforcement and security requirements to include base pass requirements.

Goodfellow Air Force Base is a closed/controlled access base. As an effort to minimize peak traffic flows at the entry gates, the Contractor, his employees, and his subcontractors are highly encouraged to avoid scheduling deliveries through the entry control gates from 7:00 A.M. to 8:00 A.M. Monday through Friday as there could be significant delays.

The Government will conduct security/background checks on all construction personnel as required. Security requirements will be briefed at the pre-construction conference and handouts

SOW: Page 8 of 14 outlining specific requirements will be provided. Screening measures are in place and suitability for employees to access the installation will be determined during the conference. Requirements are subject to change dependent upon current world situations, potential threats, and base exercises. Full cooperation by Contractor work forces is required. Contractor should anticipate certain notification and reporting requirements, preparation of forms, and lists for pass and identification of employees and their vehicles, entry restrictions, key/lock control, and compliance with all base traffic rules and regulations. The Jacobson Gate Visitor Control Center 325-654-4122 is the OPR for passes.

1.23 INSTALLATION ACCESS PASS: Before arrival, a government identification card-holding person from the sponsoring agency, Base Contracting office/administrator or applicable local project manager will submit a request for base access using the 17 Training Wing’s Base Access List (BAL) memorandum as a form of registration for each credential applicant. The base sponsor/sponsoring agency/Contracting Officer and the contracted management team should establish an accountability process to account for each applicant, to oversee the BAL process, and to retrieve installation passes when access is no longer required. Base sponsors/sponsoring agencies or contract officers will ensure the BAL is accurate, it is signed and forwarded to the 17 SFS Pass & Registration section for completion of the vetting and fitness determination processes. The BAL should be delivered to Pass & Registration, located at the Visitor Control Center (VCC). When delivery is not possible, the BAL may be forwarded to Pass & Registration via a “.mil” email account located on Goodfellow AFB. The BAL will include pertinent visitor information, reason for entry, frequency of entry, destination, times each day requiring entry, and duration of request.

1.23.1 ACCESS DENIAL. If it is determined a Contractor requesting access has been convicted of a felony or pled guilty to a felony charge within the past 10 years, or is considered not fit to obtain authorized access based on the information obtained during the identity vetting, or criminal history indicates the individual may present a threat to the good order, discipline and morale of the installation, Security Forces personnel will deny entry. The Contractor will be informed of the access denial, will be issued an Access Denial Letter, and will be informed on how they may appeal this order.

1.23.2 DENIAL APPEAL PROCESS. When denied access, contract visitors will be informed to report back their manager. If the contract worker and management are considering an appeal, it will be submitted by letter to the 17 SFS Commander, within 30 days of access denial. The contract manager should first contact the military contract officer/administrator or on-base sponsor for additional guidance and clarification. The appeal may be delivered to the installation Visitor Control Section or mailed to Security Forces, addressed to 17 SFS/CC, 361 Apache Trail, Goodfellow AFB, 76908. The Contractor's appeal should discuss all facts and reasons to support rescinding access denial. The 17 TRW/CC will approve/disapprove all appeals for entry.

1.23.3 ABNORMAL WORK SCHEDULE: For installation access on non-duty hours or down days:

a) Identify which workers need access on weekends, federal holidays/family days, and down days.

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b) Ensure only workers that are already vetted are on the Extended-Hours request (no new personnel). New personnel require a new BAL and formal vetting.

c) Complete the “After Hours” BAL for workers requiring down day access to the installation.

Identify the vehicle requirements. If operations cannot support the search procedures for large vehicles/special purpose equipment, the request may be declined unless arrangements are made to deliver the vehicle/equipment prior, during normal duty hours.

1.23.4 PASS HANDLING: All BALs are accomplished each time employees or personnel change, not to exceed 180 days. Oversight for BAL updates and establishment of procedures to ensure Physical Access Control System (PACS) credentials and locally created access credentials from individuals who no longer require installation access is the responsibility of the contracting officer/contract administrator.

When an employee (regardless of position) is no longer employed by the Contractor or Sub- Contractor all DBIDS passes are to be returned to the Contract Officer/Administrator or to the Visitor Control Center. If a local issued access credential/pass is not returned, the contract officer may withhold funds or the Installation Commander may consider permanent debarment to the installation. Immediate access denial may be initiated by Pass & Registration updating the DBIDS database until disposition of the DBIDS pass is resolved.

PART 2.0 – PRODUCTS

2.1 REFERENCES TO MATERIALS, MANUFACTURERS AND PRODUCTS: Materials shall be the standard product of manufacturer’s regularly engaged in the manufacture of such products.

The products furnished shall meet the quality and specifications indicated herein.

2.2 CAST IN PLACE CONCRETE: The Contractor shall submit a Concrete Mix Design to meet the following concrete criteria:

• Aggregate size shall not exceed ¾”.

• 3500 psi minimum compressive strength.

• Water to cementitious material ratio of .53 maximum.

• Slump between 3” minimum and 4 ½” maximum.

• Air content between 2% minimum and 4% maximum.

2.3 BEDDING MATERIAL: The Contractors shall provide clean washed sand or ¼” pea gravel for pipe bedding material. Material shall be placed 6” below pipe and 12” cover above PVC piping.

If contractor chooses, they may use Schedule 80 PVC Conduit and will not be required to use bedding material.

2.4 SCHEDULE 40 CONDUIT AND FITTINGS: The Contractor shall submit for approval the proper size and type Poly Vinyl Chloride (PVC) conduit schedule 40 and fittings. ASTM D 1785 specification covers PVC schedule 40, 80 and 120.

2.5 GLUES AND SOLVENTS: The Contractor shall provide and install PVC regular cement and

NSF purple primer. Glues and primers shall be NSF and UPC listed. They exceed ASTM F 656.

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2.6 WIRE AND CONNECTORS: The Contractor shall submit for approval the proper size and type wiring and connectors for the new troopwalk lights.

2.7 HANDHOLE: The Contractor shall submit for approval a proper size and type handhole for the new troopwalk lights.

2.8 L.E.D. TROOPWALK LIGHTS: The Contractor shall submit for approval Lithonia Lighting DSXF1 Dark Bronze Outdoor Integrated L.E.D. Flood Light 42watt/5,573lumen 50k Temp 70CRI P2 WFL or approved equal with all mounting brackets and hardware.

2.9 LIGHT POLES: The Contractor shall submit for approval 4” Square, Anodized Aluminum

Bronze Light Poles, anchor bots and all mounting hardware for approval. The new poles shall match existing troopwalk lights at Dorm 3126/3135/3139 in size, shape, height, color and material.

2.10 LIGHT POLE PEDESTAL: The Contractor shall submit for approval a concrete light pole pedestal detail as per the light pole MFR recommendations.

PART 3.0 – EXECUTION

3.1 GENERAL: All work shall be performed as shown and in accordance with the manufacturer’s diagrams and instructions, unless otherwise specified. The Contractor shall field verify all dimensions and site conditions. Price increase adjustments to the original contract price will not be issued because the Contractor was not aware of existing conditions. The Contractor shall provide all labor, materials, tools and equipment required to perform all dismantling, repairs and installation as listed in this statement of work.

3.2 SITE VISITS: The Contractor may visit the premises to become thoroughly familiar with details of the work and working conditions, verify dimensions in the field, and shall advise the Contracting Officer of any discrepancies before starting the work.

3.3 UTILITIES: Always Protect all utilities. The Contractor shall immediately notify the Contracting representative, for any disruptions to any utilities within the project SOW and drawings.

3.4 DEMOLITION: The Contractor shall sawcut and remove all asphalt, base material and concrete from area where the new troopwalk light are being installed. Contractor shall dispose of any unwanted material in accordance with the SOW. The Contractor shall recycle or divert construction wastes from landfill disposal to the maximum extent practicable. The Contractor shall track recycling and waste disposal and submit the report on the provided Construction Waste Management Form for Government Approval at the end of the project, and prior to final acceptance of the work. The Contractor shall take all necessary precautions to prevent damage to property to remain in place. Any damage to the aforementioned shall be repaired or replaced by the Contractor at no additional cost to the Government.

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3.5 SITE EXCAVATION: Strip topsoil and excavate regardless of material encountered, within the designated limits to the required depth[s] indicated. Select fill material excavated shall be transported to and placed in fill areas within the limits of the work. All unsatisfactory material including any soil which is disturbed by the Contractor's operations or softened due to exposure to the elements and water and surplus material shall be removed from the base. In no circumstance shall dumping of unsatisfactory material be allowed on base. If it is necessary to remove unsatisfactory material to a depth greater than specified, the Contracting representative shall be notified. Unsatisfactory material excavated below the grade shown and replaced with satisfactory material as directed shall be at no additional cost to the Government. Excavations carried below the depths indicated, without specific directions, shall, except as otherwise specified, be refilled to the proper grade with satisfactory material as directed. All additional work of this nature shall be at the Contractor's expense. Excavation and filling shall be performed in a manner and sequence that will always provide drainage. Excavations shall be kept free from water while work therein is in progress. Material required for fills in excess of that produced by excavation within the grading limits shall be obtained from borrow areas.

Dispose of all materials in accordance with Part 5.0.

3.6 BEDDING / BACKFILL: All bedding material shall be sand or pea gravel. Utility/service lines shall have a minimum 6” of bedding material below the line, 3” to the sides of the line, and 12” above the line where allowable. Removed and stockpiled existing material can be used as backfill on top of new bedding material. Place no backfill material until work to be covered has been approved. Material shall be free of debris and vegetation, preferably approved excavated material.

3.6.1 Backfill of Utility Lines: All underground utility/service lines shall have detectable tape placed in the trench at a minimum 12” below the finished grade.

3.7 INSTALLATION: All work shall be done with the work area being accessible but used with day-to-day activities as well as mission training. The Contractor shall coordinate with the Contract Inspector prior to start of work and prior to covering up an new work.

A. SITE WORK:

1. The Contractor shall auger holes and remove existing soil, rock, roots and any debris for placement of the new concrete light pole pedestals. Depth required for new light pole pedestals is based on pole height and as per MFR recommendations or rule of thumb is 1/3 distance of the length of the approved light pole.

2. The Contractor shall trench and excavate for new PVC electrical conduit and wiring for new light circuit and electrical handhole at tie-in point to existing 277/480v light circuit.

3. The Contractor shall provide and install a new electrical handhole that is properly sized and type for the new 277/480v troopwalk light circuit wiring and connections.

4. The Contractor shall provide and install new appropriately sized, schedule 40 PVC electrical conduit and all fittings for the new troopwalk lights and light circuit. The new

SOW: Page 12 of 14 electrical conduit shall be embedded inside the new concrete light pole pedestal and run up into the new light pole base with no conduit or wiring exposed.

5. The Contractor shall provide and install 5 concrete light pole pedestals with rebar reinforced cages and anchor bolts as recommended by light pole MFR. The contractor shall use Sona-Tube or equal cardboard forms for the exposed concrete above grade. The concrete base footing shall have a minimum depth equal to 1/3 the height of the light pole and extend no more than 6” above grade. The exposed concrete pedestal shall have a chamfered edge and the top shall have a slightly crowned finish for positive drainage so that water does not pool around the anchor bolts. The finish on the exposed pedestal shall be smooth and free from air voids or indentions. The Cast-in-place concrete for the pedestals shall be in accordance with SOW Para 2.2.

6. The Contractor shall provide and install 5 new square, Aluminum Anodized Bronze troopwalk light poles and bases to match existing. The new light poles height shall match height of existing troopwalk light poles around Dorms 3126/3135/3139.

7. The Contractor shall provide and install 5 new Lithonia Lighting DSXF1 Dark Bronze

Outdoor Integrated L.E.D. Flood Light 42watt/5,573lumen 50k Temp 70CRI P2 WFL or approved equal with all mounting brackets and hardware.

8. The Contractor shall provide and install all new electrical wiring and connectors for the 5 new troopwalk lights.

9. The Contractor shall provide and install proper electrical grounding for each of the 5 new troopwalk lights and poles.

10. The Contractor shall provide pea gravel backfill for new electrical conduit and trench as per Para 3.6. The backfilled trench shall be compacted in 6” lifts.

11. The Contractor shall provide detectable marker tape for new electrical circuit as per Para 3.6.1.

12. The Contractor shall haul off all remaining backfill material and return the site to pre-construction condition. The finish site shall be level and free and clear of all rocks and debris.

13. The Contractor shall provide Bermuda grass seeding for the disturbed construction area and raked in prior to the Final Inspection.

PART 4.0 – UTILITY OUTAGES AND SPECIAL CONDITIONS

4.1 BASE CIVIL ENGINEERING WORK CLEARANCE REQUEST: The Contractor shall obtain and process AF Form 103 for approval prior to commencement of work for this project. The Contractor shall have this approved form on the job site at all times.

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4.1.1 PROCESSING 103: Due to the requirement for multiple agencies to coordinate on these requests, expect 7 – 10 days for paperwork processing. Contractor requests should be submitted at the earliest possible date to preclude delays.

4.2 UTILITY OUTAGES: When a utility outage is necessary to perform the contract work, regardless of whether the work area is occupied, the outage shall be performed by the Contractor during non-duty hours at no additional cost to the Government, unless otherwise approved by the Contracting Officer. The Contractor shall notify the Contract Inspector of outage requirements to include buildings affected; length of outage; and reasons for outage.

The Contractor must allow affected occupants a minimum of two – (2) weeks’ notice prior to outage. The Contractor is also required to provide the Contracting Office a written notification of the requested outage.

4.3 BASE FIRE REGULATIONS: The Contractor shall comply with Base Fire Regulations as set forth in the latest edition of GAFB Instruction 32-2001, titled “Base Fire Protection Program”.

The Contractor shall use no explosives or fire in performing the work. All work shall be in strict compliance with all National Fire Codes.

PART 5.0 - SITE MAINTENANCE AND CLEANUP

5.1 SITE MAINTENANCE: The Contractor shall protect adjacent property, buildings and their contents from dust, dirt or other materials. Work areas shall be maintained in a neat, clean, safe condition and shall, at a minimum, be cleaned at the end of each shift. All streets and roadways in/or adjacent to the site shall always remain free of project generated trash and debris.

5.2 CLEANUP: The Contractor shall collect any and all trash, debris, refuse, garbage, etc., that is generate and place it in appropriate containers with lids or approved covers on a periodic basis or as directed by the Contracting Officer’s representative. The aforementioned materials shall be hauled from the site by appropriate means on a daily basis, unless otherwise approved by the Contracting Officer’s representative. Disposal shall be outside the limits of Government property. Disposal shall be by sanitary landfill or other approved methods and shall conform to all local, state, and federal guidelines, criteria, and regulations. Upon completion of the work, the Contractor shall leave the work site and storage area(s) in a clean, neat and workmanlike condition satisfactory to the Contracting Officer. It is anticipated that excavation, filling, and plowing of roadways shall be required to restore the area to near natural conditions that will permit the growth of vegetation thereon. Restoration to original contours is required unless otherwise directed by the Contracting Officer.

PART 6.0 - ENERGY CONSERVATION

6.1 UTILITIES CONSERVATION: The Contractor shall instruct employees in utilities conservation practices. The Contractor shall be responsible for operating under conditions that preclude the waste of utilities, which shall include: Lights shall be used only in areas where and when work is actually being performed. The Contractor shall not adjust mechanical equipment controls for heating, ventilation and air conditioning systems. Water faucets or valves shall be turned off after

SOW: Page 14 of 14 the required usage has been accomplished. The Contractor shall use good judgment in the conservation of Government utilities. Prevailing energy conservation practices shall be adhered to and enforced by the Contractor.

PART 7.0 – RESPONSIBILITY

7.1 CONTRACTOR RESPONSIBILITY: The above Parts 1 through 6 do not in any way limit the responsibility of the Contractor to perform all work and furnish all plant, labor, and materials required by this Statement of Work.

PART 8.0 – STORAGE AND PARKING

8.1 CONTRACTOR STORAGE: The Contracting Officer’s representative will designate Contractor storage and parking area. All project storage areas shall be kept free of debris, leaks, stains, or splashes and kept in a neat, clean, and safe condition. Any contamination of the storage area by a hazardous substance shall be immediately remediated by the Contractor, in accordance with the contract above at no additional expense to the Government. All hazardous materials shall be secured when not in use.

PART 9.0 - COMPLETION OF WORK

9.1 OPERATIONAL SYSTEMS: The Contractor shall insure that work for this project is performed in accordance with the criteria herein and that all equipment and systems shall be fully operational at the completion of work for this project.

END OF STATEMENT OF WORK

SEE ATTACHMENTS BELOW- (3)

ATTACHMENT 1: ENVIRONMENTAL PROTECTION

ATTACHMENT 2: TECHNICAL EXHIBIT (TE-1) DRAWING

ATTACHMENT 2: TECHNICAL EXHIBIT (TE-2) DRAWING