Attachment 1 Statement of Work (Sep2025).pdf
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- Attached to
- Rec Camp Seal Coat
- Solicitation number
- FA303025Q0050
About this file
This Statement of Work (SOW) details a road repair and seal coat project for the Rec Camp at Goodfellow Air Force Base in Texas. The project, numbered JCGU 25-7005 and scheduled for January 2025, will be executed by the 17th Civil Engineer Squadron and involves two phases of road maintenance. Phase one covers preparing and cleaning the asphalt roadway from the northernmost corner of an existing parking lot to the northwestern side of building 57011, including crack filling, sand slurry sealcoat application, and repainting 9 parking space lines. Phase two involves similar preparation and cleaning, crack filling, sealcoat application, and painting 6 parking space lines, with the additional task of removing white dome reflectors.
The project has a 60-calendar day performance period, with work hours typically between 7:30 A.M. and 4:30 P.M., excluding weekends and federal holidays. The contractor is responsible for providing all materials, labor, and equipment, and must comply with specific requirements including base access procedures, safety regulations, utility conservation, and site maintenance standards. Key requirements include submitting material approvals, maintaining site cleanliness, providing quality control reports, and ensuring all work meets Goodfellow Air Force Base and Texas Department of Transportation (TxDOT) standards.
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SOW: Page 1 of 13
STATEMENT OF WORK
FOR
Repair Rec Camp Roads Seal Coat
Project # JCGU 25-7005
January 2025
PREPARED BY:
17TH CIVIL ENGINEER SQUADRON (AETC)
460 E. KEARNEY BOULEVARD
GOODFELLOW AFB, TX 76908-4104
SOW: Page 2 of 13
Table of Contents
PART 1.0 – SCOPE OF WORK
PART 2.0 – PRODUCTS
PART 3.0 – EXECUTION
PART 4.0 – SPECIAL CONDITIONS & PERMITS
PART 5.0 - SITE MAINTENANCE
PART 6.0 - CONSERVATION
PART 7.0 – RESPONSIBILITY
PART 8.0 - COMPLETION OF WORK
Project Attachments:
1. Statement of Work
2. IGE
3. CLIN Schedule
4. AF Form 66
5. Market Research
6. AF Form 9
7. Liquidated Damages
8. Rec Camp Sealcoat Map
9. Coordination Sheet
10. Goodfellow Environmental Requirements
SOW: Page 3 of 13
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 in the project documents, and all applicable codes, regulations, standards, and criteria in effect at the date of solicitation.
1.2 PROJECT DESCRIPTION: This project shall be conducted in two phases as described on the site plan.
1.2.1 Phase one: Prepare and clean the asphalt roadway beginning at the northernmost corner of the existing parking lot, adjacent to building 57008, to the northwestern side of building 57011.
Preparation shall include utilizing high pressure air and street sweeping to ensure minimal contaminants and debris. Contractor shall fill cracks greater than 1/2 inch with hot crack sealant.
Place sand slurry sealcoat between left and right side edges of asphalt in accordance with manufacture specifications. Upon emulsion cure time, contractor shall paint line stripping for 9 parking spaces utilizing white paint placed the same as previously marked.
1.2.2 Phase two: Prepare and clean. Preparation shall include utilizing high pressure air and street sweeping to ensure minimal contaminants and debris. Contractor shall fill cracks greater than 1/2 inch with hot crack sealant. Place sand slurry sealcoat between left and right side edges of asphalt in accordance with manufacture specifications. Upon emulsion cure time, contractor shall paint line stripping for 6 parking spaces utilizing white paint placed the same as previously marked. Contractor shall remove all white dome reflectors. The white dome reflectors will not be replaced on the new seal coat.
1.3 LOCATION: Goodfellow Air Force Base Rec Camp is located at 150 South Concho Drive in Tom Green County, on the south side of San Angelo, Texas on Lake Nasworthy just off of Knickerbocker Road and is bounded to the north by Lake Nasworthy, to the west by Cat Tail Lane, to the south by South Concho Drive and to the east by 160 South Concho Drive.
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.
1.5 PERFORMANCE PERIOD: The Performance Period shall be sixty (60) calendar days.
1.6 WORKING SCHEDULE: Working hours for the Contractor will normally be between the hours of 7:30 A.M. and 4:30 P.M. excluding Saturdays, Sundays, Federal holidays, and days designated as “Family Days” by Air Education and Training Command (AETC). The gate for the Rec Camp
1549788030A Highlight
SOW: Page 4 of 13 opens automatically at 6:00 A.M. and close automatically at 8:00 P.M. See the table below for reference for the 2025-2026 dates and refer to Section H of the solicitation/contract document for further information on working days. Any holiday falling on a Saturday will be observed the preceding Friday. Any Holiday falling on a Sunday will be observed the following Monday.
If the Contractor desires to work during periods other than above, a request must be made to the Contracting Officer in writing three (3) calendar days in advance of his/her intention. If the required base personnel are reasonably available, the Contracting Officer may authorize the Contractor to perform work during periods other than normal duty hours/days.
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.
1.6.1 WORKER SAFETY CONSIDERATIONS: 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.
1.6.2 WORKER’S COMPENSATION LAWS: All companies who conduct business within the state of Texas must, in accordance with Texas Worker’s Compensation laws (Texas House Bill 62), have an approved Company Safety Policy and an Accident Prevention Plan. In addition to meeting the TWCC requirements, the plan must also include the requirements of Safety Manual
EM 385-1-1.
2025 2026 Federal Holiday Holiday Family Holiday Family New Year’s Day 01 Jan - 01 Jan 02 Jan
Martin Luther King Day 20 Jan - 19 Jan Washington’s Birthday 17 Feb - 16 Feb
Memorial Day 26 May 23 May 25 May 22 May Juneteenth 19 Jun 20 Jun 19 Jun 22 Jun
Independence Day 04 Jul 07 Jul
03 Jul 06 Jul Labor Day 01 Sep 29 Aug 07 Sep 04 Sep
Columbus Day 13 Oct - 12 Oct Veterans Day 11 Nov - 11 Nov
Thanksgiving Day 27 Nov 28 Nov 26 Nov 27 Nov Christmas Day 25 Dec 26 Dec 25 Dec 24&31 Dec
SOW: Page 5 of 13
1.6.3 VIOLATIONS OF SAFETY & HEALTH STANDARDS: 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 Goodfellow AFB.
1.6.4 TOILET FACILITIES: There are no toilet facilities available for Contractor use. Contractor shall provide their own portable/temporary toilet facilities. Location of portable toilet facilities shall be within the Contractor Mobilization/and or Storage area.
1.7 TOBACCO USE ON AETC FACILTIES: 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. Locations of designated smoking areas can be provided upon request.
1.8 WORK AREA ACCESS: Government escorts are not needed in this area.
1.9 SECURITY FORCES: The Contractor shall always comply with base law enforcement and security requirements to include base pass requirements.
1.9.1.1 BASE ACCESS REQUIREMENTS: Goodfellow Air Force Base is a closed/controlled access base. The Government will conduct security/background checks on all construction personnel as required. Requirements are subject to change dependent upon current world situations, potential threats, and base exercises. 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 primary point of contact for passes.
1.9.1.2 INSTALLATION ACCESS PASS: Before arrival, a government card-holding person 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 applicant. The BAL will include pertinent visitor information, reason for entry, frequency of entry, destination, times each day requiring entry, and duration of request.
1.9.1.3 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.
1.9.1.4 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 17 TRW/CC will approve/disapprove all appeals for entry.
SOW: Page 6 of 13
1.9.1.5 ABNORMAL WORK SCHEDULE: For access on non-duty hours or down days:
a) Identify which workers need access for times not listed in 1.6 WORKING CONDITIONS.
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.
If deliveries are not made during the operational hours listed in the paragraph NORMAL WORK SCHEDULE, the request may be declined.
1.9.1.6 PASS HANDLING: All BALs have a duration not to exceed 180 days. When an employee is no longer employed by the Contractor or Sub-Contractor, all ex-employee passes are to be returned to the Government. If an issued pass is not returned, the Contract Officer may withhold funds, or the Installation Commander may consider debarment to the installation.
1.10 SAFETY: All Contractor operations shall be conducted and performed in accordance with
Department of Labor, OSHA requirements found in 29 CFR 1926 (and 1910 if applicable), 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. In the event of conflicts between the OSHA standards and these requirements, the most stringent shall apply. 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
1.11 REFERENCES: The Contractor shall identify and comply with all applicable federal, state, and local laws; statutes; Executive Orders; Department of Defense/Air Force manuals, handbooks, regulations, guidance, and policies. The Contractor shall comply with the National Institute of Building Sciences’ Whole Building Design Guide Construction Criteria Base Unified Facility Criteria (UFC) and all related libraries. It is the Contractor’s responsibility to identify and comply with all applicable requirements. In addition to the documents referenced above, all publications listed herein shall be the most current editions in effect at the time of solicitation and form a part of this SOW:
1.12 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.
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 and
SOW: Page 7 of 13 accepted by TxDOT. The products furnished shall meet the quality and specifications indicated herein.
2.1.1 All materials shall be submitted by the Contractor and approved by the Contracting Officer prior to installation.
2.2 GOVERNMENT FURNISHED EQUIPMENT (GFE): There is no GFE for this project.
2.3 CONTRACTOR PROVIDED MATERIALS (CPM): The Contractor shall provide all materials and shall comply with Goodfellow Air Force Base Standards, TXDOT Standards, and the following project specific criteria.
2.4 PRODUCT DATA: Manufacturer’s installation and maintenance instructions shall be provided by the Contractor to the Government for coatings used. Information shall be 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.
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 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.
3.3 INSTALLATION: All work shall be done with the buildings occupied and accessible and the work area unoccupied. The Contractor shall coordinate with the Contract Inspector prior to start of work.
Prior to construction, the contractor shall clean the roads and work area as indicated in the project documents. For each phase listed in 1.2, contractor shall clean site with compressed air or by mechanical means. Contractor shall prepare the work surface as indicated per manufacturer specifications prior to application of hot crack sealant and the sand slurry sealcoat. Contractor shall then apply the hot crack sealer as needed prior to the application of the sand slurry sealcoat.
The sand slurry sealcoat shall be applied in (2) layers on each phase. Contractor shall use the laydown area for storage of materials, equipment, trailers and temporary toilet as needed. If dry material is placed on the ground, a berm of waddle straw or equivalent shall be placed around it to prevent any runoff. Refer to project documents and section 5.0 Site Maintenance for additional
SOW: Page 8 of 13 information. Any and all products to be used by the Contractor are to be submitted to the government for approval prior to applying any such product. Reference section 2.0 PRODUCTS.
3.4 TESTING AND COMMISIONING: Costs of all tests, unless specifically indicated as being performed by the Government, shall be at the Contractor’s expense. The Contractor shall schedule all tests and notify the PM or COR in a timely manner prior to any required testing, including but not limited to: testing & balancing, pressure testing, leak testing, and/or Bac-T testing. All test results shall be submitted to the COR on AF Form 3000, Material Approval Submittal. Testing laboratories must be licensed to operate in the State of Texas.
3.5 INSPECTION REQUESTS: Contractor shall provide the Government a minimum 24 hours written notice prior to the scheduled inspection. Any work that covers or inhibits the ability of a government inspector from completing his QA inspections under standard construction conditions is subject to removal and replacement at the Contractor’s expense.
3.5.1 QUALITY ASSURANCE: In all work performed, it is the Contractor’s responsibility to perform proper QC inspections throughout the project to ensure a quality product. The Government inspector is responsible for adequate Quality Assurance (QA) for the work accomplished. It is not the role of the Government to perform the Contractor’s QC for the project, especially during inspections. All work regarding meetings and inspections shall be performed by the Contractor in accordance with the attached Project Documents.
3.5.2 PRE-FINAL INSPECTIONS: The Contractor shall conduct a pre-final walk-through inspection and publish the pre-final inspection findings in a pre-final inspection report. The Contractor shall certify that 100% of the Contractor’s QC punch list is completed prior to requests for a Government pre-final inspection, with their completed QC punch list attached. The Contractor shall conduct a pre-final walk-through inspection with a Government representative and publish the inspection findings in a Government pre-final inspection report. Contractor shall comply with all applicable provisions listed in the attached Project Documents regarding pre-final inspection requirements. Pre-final inspection report shall include a list of Contractor warranty and manufacturer warranty books/certificates from newly installed equipment and materials. At the pre-final inspection, the Contractor shall present a draft DD Form 1354, Transfer and Acceptance of Real Property to the Base Civil Engineer (BCE) or other appropriate organization for review.
The Contractor shall be responsible for completing and submitting to the Government the Project Closeout Checklist during this Pre-Final Inspection.
3.5.3 FINAL INSPECTIONS: At the contract final inspection, there will be a joint Government- Contractor inspection to include operational testing of all fire detection, plumbing, communications, electrical, mechanical devices, and equipment to ensure all facility systems are functioning and operable. Under no circumstances will Goodfellow AFB occupy or operate in any building areas under construction without consent from the Contractor or in emergency situations.
The Contractor shall certify that 100% of the pre-final punch list is completed prior to requests for a Government final inspection. The Contractor shall conduct a final inspection and publish the findings in a final inspection report (Punch List) in accordance with the format specified in the attached Project Documents. The inspection shall concentrate on the items identified at the pre-final inspection and recorded in the pre-final report. The final inspection report shall (1) certify
SOW: Page 9 of 13 that all items of the design have been implemented and that the construction is complete; (2) include a record of as-built drawings and specifications verifying that all development standards have been met; (3) schedule to complete the punch list; (4) One year Contractor warranty and manufacturer warranty books/certificates from newly installed equipment and materials. At the final inspection, the Contractor shall provide a completed DD Form 1354, Transfer and Acceptance of Real Property to the Contracting Officer.
3.6 SUBMITTALS: All submittals listed on the attached AF Form 66 shall be submitted for Government Approval (GA) or For Information Only (FIO) using AF Form 3000. The Contractor shall not be authorized to perform any work on site without approved submittals.
3.6.1 SCHEDULES: The Contractor shall submit schedules for tracking work progress.
3.6.2 WORK BREAKDOWN SCHEDULE: The Contractor shall submit, for approval, a Work Breakdown Schedule (WBS) in a logical sequence in which the Contractor proposes to perform the work and dates on which the Contractor contemplates starting and completing all schedule activities. The WBS shall be reflective of the entire project schedule, to include design and construction activities.
3.6.3 MANUFACTURERS WARRANTY: The Contractor shall provide at minimum a one (1) year Construction warranty for all work conducted on this project.
The Contractor shall identify all items being installed that are guaranteed or under warranty for more than a one-year period and provide validated copies of the manufacturer’s warranty to the Government. All warranty information shall be filed by the Contractor in the name of Goodfellow AFB. All warranties shall be identified by product with a listing of the name and address of the company and the expiration date of the guarantee or warranty.
3.6.4 OPERATIONS AND MAINTENANCE MANUALS: The Contractor shall provide system O&M manuals and parts list to the Government, and train maintenance personnel in system operations prior to delivery and Government acceptance, as well as manufacturers’ point of contacts (POCs) for troubleshooting, repair and consulting questions. All warranty information shall be provided by the Contractor as described in the attached Project Documents.
3.7 CONTRACTOR QUALITY CONTROL (DAILY or WEEKLY) REPORTS: The Contractor shall establish and submit to the Contracting Officer a written daily quality control report to assure compliance of this project package. Any work found not to comply with the contract shall be promptly removed, replaced, or corrected in an approved manner. Written Daily Quality Control Report shall be submitted at the end of each work period, to include, but not be limited to the following:
a) Number and skill level workers and start and end time of various tasks.
b) Materials delivered to job site.
c) Work accomplished or in progress.
d) Remarks or special instructions on delays and safety.
SOW: Page 10 of 13
3.8 DD FORM 1354: The Contractor shall prepare and submit a draft DD Form 1354 prior to the Pre-
Final Inspection. If no Pre-Final Inspection will take place, the Contractor shall submit a draft DD Form 1354, make edits as required by the Government, and a Final DD Form 1354 prior to the Final Inspection.
PART 4.0 – SPECIAL CONDITIONS & PERMITS
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 always have the completed form on site.
4.2 PROCESSING AF FORM 103: Due to the requirement for multiple agencies to coordinate on these requests, expect 14 days for paperwork processing. Contractor requests should be submitted at the earliest possible date to preclude delays.
4.3 UTILITIES: Approximate location of existing utilities can be provided if needed in the Project
Documents. Drawings are for reference and bidding purposes only. The Contractor shall take reasonable precautions in determining the exact location of all existing utilities within the contract work area prior to any excavating, trenching, backfilling, or disturbance. Upon request by the Contractor, the Government will provide all available information in its possession concerning utilities in the contract work area. Contractor shall hand dig around gas/water utilities.
4.3.1 UTILITY OUTAGES: When a utility outage is necessary to perform the contract work in an occupied facility, 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.
4.3.2 ACCIDENTAL UTILITY DISRUPTIONS: In the event of accidental disruption of any utility, the Contractor shall immediately notify the Contracting officer of the unplanned outage.
After reporting it to the Contracting Officer, call Civil Engineering (325-654-3436) to inform them of an outage with what type of utility you may have encountered.
The Contractor shall immediately take every reasonable step to repair the damage in a manner acceptable to the Government and shall restore the utility to full use as soon as practicable.
4.3.3 LIMITS OF GOVERNMENT UTILITY INFORMATION: The Government does not have, nor will it provide, record drawings of Frontier telephone cable plant and Suddenlink cable. The Contractor shall call 17 CS/SCMP at 325-654-3010 a minimum of five (5) calendar days in advance to have underground communications cable routes marked. In addition, the Contractor shall also notify 1-800-DIG-TESS. In the event the Contractor identifies utilities in the contract work area, which interfere with the newly proposed construction, the Contracting Officer shall be
SOW: Page 11 of 13 immediately notified, and the Government will take necessary corrective action at no cost to the Contractor. The Contractor shall furnish to the Contracting Officer as-built drawings clearly identifying the exact location of all utilities identified in the work area prior to project final inspection.
4.4 STREET CLOSINGS: When road closures are required, written notification must be made to the Contracting Officer a minimum of 7 calendar days in advance. One lane of traffic shall be maintained at all times unless otherwise approved in writing by the Contracting Officer. The Contractor shall notify the Security Forces at (325)-654-3504 and Base Fire Protection at (325)- 654-3532 three days prior to any closures. Personnel exposed to a traffic environment during hours of darkness, periods of reduced visibility, or as part of construction or maintenance activities, shall use reflective vest/accessories.
4.5 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.
4.5.1 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 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 for issuance of permit.
4.5.2 FIRE HYDRANT USE REQUIREMENTS: To use water from a Fire Hydrant on GAFB, the Contractor shall submit the form: Contractor Request for Use of Goodfellow AFB Fire Hydrants. The form is available upon request, and mandates that the Contractor use a 2½” National Standard fire thread, Class III Back Flow Preventer and keep it in good operational order.
4.6 CONFINED SPACE: In Accordance with Air Force Occupational Safety & Health Standard. 91-
25, Ch. 7, the organization shall ensure the following information is included in the SOW when a Contractor enters a confined space:
a) Notify the Contractor if the space is classified permit or non-permit required.
b) Brief Contractor on the contents of the space.
c) Brief Contractor on the known hazards of the space.
d) Brief the Contractor on what precautions and procedures have been implemented by the organization to protect AF workers.
e) Coordinate operations and procedures and agree on permit system to be used if both AF and
Contractor personnel will enter the space at the same time.
The Fire Department will provide a written notification in the contract if they are supplying a rescue team.
SOW: Page 12 of 13
PART 5.0 - SITE MAINTENANCE
5.1 PROTECT SURROUNDINGS: The Contractor shall protect adjacent property, buildings, and their contents free of dust, dirt, or other materials from construction activities. 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. Parking on turf is not permitted without written approval.
5.1.1 GOVERNMENT STORAGE: There are no Government furnished covered or secure storage areas. A Laydown Area has been identified for Contractor use in the attached Project Documents.
5.1.2 CONTRACTOR STORAGE AND DELIVERIES: All equipment and materials delivered shall be secured with protection from the weather, high winds, humidity, temperature variation, dirt, and any other contaminants. The project documents will designate Contractor storage and laydown yards. 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. 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.
5.2 SITE CLEANLINESS: All Contractor trailers shall maintain a professional appearance. The Contractor shall collect all trash, debris, refuse, garbage, etc., that is generated and place it in appropriate disposal containers with lids on a periodic basis or as directed 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. Restoration of the original ground contours is required unless otherwise directed by the Contracting Officer’s Representative.
5.3 BARRIERS AND SIGNAGE: Prior to the start of any work for this project, the Contractor shall provide 42 inch tall or greater traffic delineators and caution tape around the construction site perimeter.
5.3.1 TRAFFIC SIGNAGE: The Contractor shall be responsible for providing suitable, approved closure signs, barricades, roped barriers, etc., to warn occupants of hazardous areas at the job site for the entire duration of the contract. The Contractor shall always ensure safe pedestrian/troop marching access from construction activities. Contractor shall be responsible for installing appropriate signage regarding worker health safety, wage determination laws, and OSHA requirements as required in the Contractor work trailer or on the security fence if a trailer is not provided.
5.4 SITE CONTROLS: The amount of dust resulting from demolition shall be controlled to prevent the spread of dust to occupied portions of the construction site and to avoid creation of a nuisance in the surrounding area. Use of water will not be permitted when it will result in, or create, hazardous or objectionable conditions such as ice, flooding and pollution. The Contractor shall ensure that no elements determined to be unstable are left unsupported and shall be responsible for placing and securing bracing, shoring, or lateral supports as may be required as a result of any
SOW: Page 13 of 13 cutting, removal, or demolition work performed under this contract. Before beginning any demolition work, the Contractor shall survey the site and examine the drawings and specifications to determine the extent of the work. The Contractor shall take necessary precautions to avoid damage to existing items to remain in place, to be reused, or to remain the property of the Government; any damaged items shall be repaired or replaced as approved by the Contracting Officer. The use of explosives and burning shall not be permitted.
PART 6.0 - CONSERVATION
6.1 UTILITIES CONSERVATION: 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. The Contractor shall instruct employees in utilities conservation practices. For this contract, utilities, such as water and electricity, will be furnished by the government at no cost to the Contractor.
The Contractor shall not adjust mechanical equipment controls for heating, ventilation, and air conditioning systems unless dictated in the project documents. Water faucets or valves shall be turned off after the required usage has been accomplished.
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 - COMPLETION OF WORK
8.1 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
| PART 1.0 – SCOPE OF WORK |
| PART 2.0 – PRODUCTS |
| PART 3.0 – EXECUTION |
| PART 4.0 – SPECIAL CONDITIONS & PERMITS |
| PART 5.0 - SITE MAINTENANCE |
| PART 6.0 - CONSERVATION |
| PART 7.0 – RESPONSIBILITY |
| PART 8.0 - COMPLETION OF WORK |
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