002 - ABV SOW - Rec Camp Sidewalk.pdf
PDF 7 MB Posted
- Attached to
- Rec Camp Sidewalk Repair - Goodfellow AFB
- Solicitation number
- FA303025Q0037
About this file
This document is an Abbreviated Statement of Work (SOW) for repairing sidewalks at the Goodfellow Air Force Base Recreation Camp. The project involves stabilizing a failing retaining wall and sidewalk along Lake Nasworthy, where wave action has eroded supporting soils. The contractor will excavate a 2-foot wide by 3-foot deep by 37-foot long trench behind the existing sidewalk, extend rebar, pour 3,500 PSI concrete underneath the walkway, and create wide "T" shaped dead-men anchors to secure the structure. The work includes removing excess spoils, rough and final grading, and ensuring ADA access.
The SOW is prepared by the 17th Civil Engineer Squadron for project JCGU 25-7006, with a 60-calendar day performance period. Key requirements include using Grade 60 reinforcing steel, maintaining site safety with fencing, and following specific environmental and safety regulations. The contractor must provide submittals, manufacturer warranties, and comply with various federal, state, and local guidelines. The site is located at 150 South Concho Drive in San Angelo, Texas, with a laydown area of 80 feet x 100 feet parallel to the sidewalk.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 005 - Rec Camp Concrete Route.pdf | ||
| 001 - Solicitation - FA303025Q0037.pdf | ||
| 004- Rec Camp Work Area.pdf | ||
| 003 - DBA - Wage Determination.pdf | ||
| 006 - Layout1.pdf | ||
| 007 - Layout2.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
CUI
ABBREVIATED STATEMENT OF WORK
FOR
REPAIR SIDEWALK REC CAMP,
FAC # 57130
PROJECT JCGU 25-7006
February 2025
PREPARED BY:
17TH CIVIL ENGINEER SQUADRON (AETC)
460 E. KEARNEY BOULEVARD
GOODFELLOW AFB, TX 76908-4104
HARRY THERIOT
TABLE OF CONTENTS
Statement of Work (SOW)
Part 1 – Scope of Work Pages 3 - 10
1.1 General:
1.2 Location:
1.3 Site Visits:
1.4 Work and Mechanics:
1.5 Performance Period:
1.6 Work Schedule:
1.7 Work Area Access:
1.8 Concrete Trucks:
1.9 References:
1.10 Submittals:
1.11 Manufactures Warranty:
1.12 As-Builts Drawings:
1.13 Delivery and Storage:
1.14 Safety:
1.15 Temporary Warning Devices:
1.16 Demolition:
1.17 Weld, Cutting, and Brazing: NOT APPLICABLE
1.18 Operations Security Requirements: NOT APPLICABLE
1.19 Utility Conservation:
1.20 Tobacco use in AETC Facilities:
1.21 Base Access Security Requirements:
Part 2 – Products Page 10
2.1 References to Materials, Manufactures, and Products:
2.2 Government Furnished Equipment:
2.3 Contractor Provided Materials:
Part 3 – Execution Pages 10 - 11
3.1 General:
3.1.1 First Work:
3.2 Demolition:
3.3 Installation:
Part 4 – Utility Outages and Special Conditions Page 11
4.1 Base Civil Engineering Work Clearance Request:
4.2 Utility Outages:
4.3 Street Closings:
4.4 Base Fire Regulations:
4.5 Confined Space: NOT APPLICABLE
4.6 Lockout/Tagout, Hazards Energy Control
Part 5 – Environmental Requirements Pages 11 - 14
5.1 Compliance with Laws:
5.2 Protection of Historical and Archaeological Resources: NOT APPLICABLE
5.3 Hazardous and Special Wastes Generated by The Contractor:
5.4 Contractor Encountered Hazardous Waste:
5.5 Asbestos:
5.6 Hazardous Materials:
5.7 Nuisance and Polluting Activity Prohibited:
5.8 Release of Fluids to the Sanitary Sewer System:
5.9 Pesticides (Insecticides, Fungicides, Herbicides, etc):
5.10 Air Emissions:
5.11 Drinking Water: NOT APPLICABLE
5.12 Protection of Water Sources:
5.13 Green Procurement:
5.14 Environmental Management System:
Part 6 – Site Maintenance and Cleanup Page 15
6.1 Site Maintenance:
6.2 Cleanup:
Part 7 – Energy Conservation Page 15
7.1 Utilities Conservation:
Part 8 – Responsibility
8.1 Summaries: Page 15
Part 9 – Storage and Parking Page 15
9.1 Contractors Storage:
Part 10 – Completion of Work Page 16
10.1 Operational System:
II. Technical Exhibits
Site map Proposed construction drawing Aireal View Concrete truck route
III. AF Form 66
STATEMENT OF WORK
for
JCGU 25-7006
REPAIR SIDEWALKS, MARINA
AREA, FAC 57130
FEBRUARY 2025
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:
PROJECT DESCRIPTION: wide “T” shaped dead-men 8 feet parallel to walkway and 6 feet perpendicular to walk way. The Contractor shall extend 4 each #5 bars approximately 3 feet under the existing walkway from “T” trenches. The Contractor shall flood the underside of walkway with 3,500 PSI concrete and back fill all “T” shaped dead-men with concrete as a monolithic pour. The Contractor shall rough and final grade area with stockpiled material and haul away excess spoils. A construction drawing is provided showing the concrete work required and is The Contractor shall stabilize the failing retaining wall and sidewalk. The Contractor shall excavate approximately a 2 foot wide by 3 foot deep by 37 foot long trench behind and underneath the existing sidewalk. The Contractor shall excavate 3 each 2 foot deep by 2 feet for reference only. All reinforcing steel will be Grade 60. Site safety fencing is required for the duration and the laydown area will be 80 feet x100 feet, 100 feet parallel to sidewalk.
NOTE: The wave action has eroded the supporting soils under the sidewalk causing the bulkhead to settle and move toward the water’s edge. The intent is to stabilize the supporting retaining wall by excavating existing soils and flowing concrete underneath tied into concrete, poured in place dead men. The sidewalk separation will be then be caped with topping cement graded to allow ADA access. Site will be cleaned and spoils hauled away.
1.2 LOCATION: Goodfellow Air Force Base Recreation Camp is located in Tom Green County, on Lake Nasworthy, San Angelo, TX. and has a physical address of 150 South Concho Drive on the South side of San Angelo. The Rec Camp is bounded to the North by Lake Nasworthy to the West by Cattail Lane, to the South, by South Concho Drive and to the East by 160 South Concho Drive.
1.3 SITE VISITS: The Contractor is encouraged to visit each site 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.
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. The Contractor shall utilize wet abrasive blasting method for removal of the pavement markings. The Contractor must be regularly engaged in work similar to this project in difficulty and/or scope. Only certified journeymen in each respective trade, or apprentices under the direct supervision of certified journeymen, shall be permitted to perform work.
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 SIXTY (60) calendar days to perform all work associated with this project. The Contractor shall submit product specifications for all new materials within fourteen (14) calendar days prior to signing the NTP. The Contracting Officer must approve all materials before the Contractor makes any purchase.
1.6 WORK CONDITIONS: Normal workdays for Goodfellow AFB are from 0730 to
1630, Monday thru Friday; excluding Saturdays, Sundays, and Federal holidays.
Refer to Section H of the solicitation/contract document for further information on working days. No weekend work will be allowed unless approved by the Contracting Officer. If weekend work is required, the Contractor shall submit request in writing to Contracting Office a minimum of 72 hours in advance. The Contractor shall provide written notification to the Contracting Officer fourteen (14) calendar days lead time for work schedule.
The work to be performed on this project will include vehicular traffic close to and around the work site. The Contractor shall coordinate the work of all activities whereby both the Government and the Contractor can continue operations with the least possible interference and inconvenience. The Contractor shall be responsible for providing suitable, approved signs, barricades, roped barriers, etc., to warn GAFB personnel of the work site for the duration of the contract at no additional cost to the Government. The Contractor shall submit their work schedule request to the Contracting Officer in writing fourteen (14) calendar days in advance for base approval. If personnel are reasonably available, the Contracting Officer may authorize the Contractor to perform work during periods other than normal duty hours/days
Federal Holiday Holiday
Observed Family Day
New Year’s Day 1st of January 01 Jan 25 02 Jan 25 Martin Luther King’s 3rd Monday in January 15 Jan 25 President’s Day 3rd Monday in February 17 Feb 25 Memorial Day Last Monday in May 26 May 25 23 May 25 Juneteenth 19th June 19 Jun 25 Independence Day 4th of July 04 Jul 25 05 Jul 25 Labor Day 1st Monday in September 02 Sept 25 30 Aug 25 Columbus Day 2nd Monday in October 13 Oct 25 Veterans Day 11th of November 11 Nov 25 Thanksgiving Day 4th Thursday in November 27 Nov 25 28 Nov 25 Christmas Day 25th of December 25 Dec 25 24 Dec 25
While AETC Family Days have been identified for calendar year 2025, 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.
1.7 WORK AREA ACCESS: Government escorts are not needed in these areas.
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 32-2001 Goodfellow AFB Base Fire Protection Program
GAFBI 31-102 Installation Security Instruction
Texas MUTCD TEA Pamphlets 55-15 and 55-17
US ARMY CORPS OF ENGINEERS HEALTH AND SAFETY MANUAL EM 385-1-1 (Latest Version)
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) Applicable Government Criteria and Standards:
Code of Federal Regulations (CFR)
40 CFR, Volume 24, Part 170, Worker Protection Standard
40 CFR, Volume 25 Part 247, Comprehensive Procurement Guideline for Products containing Recovered Material
Federal Specifications (FS)
Federal Flammability Standard (FF)
Resource Conservation and Recovery Act of 1976, as amended
State Regulations (Texas Administrative Code)
30 TAC 205 General Permit to Discharge Waste
DOD Installations or Facilities – Standard Operating Procedure (SOP) – Contractor Tracking Requirement
GAFB Instruction 32-2001 Base Fire Protection Program Texas Worker’s Compensation laws (Texas House Bill 62)
1.10SUBMITTALS: 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 electronic copies of submittals to Contracting Officer. Execute DD Form 1354 Checklist and submit to Contracting Officer before final payment is issued.
1.11MANUFACTURERS WARRANTY: The Contractor shall identify all items being installed that are covered by manufacturers 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. All warranty information shall be filed by the Contractor in the Government’s name. 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.
1.11.1 CONTRACTORS WARRANTY: The Contractor shall provide at minimum a one (1) year
Construction warranty for all placed or installed work conducted on this project.
1.12AS BUILT DRAWINGS: The Contractor shall provide redline drawings of changes made in PDF format per each location.
1.13 DELIVERY AND STORAGE: All Contractor operated/owned vehicles, equipment, tools, materials, etc., shall be stored with protection from the weather, humidity and temperature variation, dirt and dust, and any other contaminants. Applicable traffic control signage where required by the contract shall remain overnight. Parking on turf shall not be permitted without prior approval by the Government.
1.14 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 EM 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.
1.14.1 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. The plan, approved by the Texas Worker’s Compensation Commission (TWCC), shall be submitted For Information Only (FIO) in accordance with paragraph, (1.11): SUBMITTALS. In addition to meeting the TWCC requirements; the plan must also include the requirements of COE Safety Manual EM 385-1-1.
1.14.2 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.
1.15 TEMPORARY WARNING DEVICES: Prior to the start of any work for this project, the Contractor shall provide temporary warning devices around the site preventing access to areas being worked.
1.16 DEMOLITION: The Contractor shall, before commencement of any work, carefully survey the existing site to determine the extent of the work. Refer to TE-1 for locations of work. The Contractor shall be responsible for the proper disposal of all demolished materials meeting all rules pertaining to disposal. Demolished rubbish debris shall be removed from
Government property daily, unless otherwise directed, to avoid accumulation at the site.
Demolished materials that cannot be removed daily shall be stored in areas specified by the Contracting Officer. In the interest of conservation, salvage shall be pursued to the maximum extent possible; salvaged items and materials shall be disposed of as specified. 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.
1.17 WELDING, TORCH CUTTING, AND BRAZING: NOT APPLICABLE
1.18 OPERATIONS SECURITY (OPSEC) REQUIREMENTS: NOT APPLICABLE
1.19 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., can be furnished by the Government at no cost to the Contractor with the proper request for use of the necessary service. Long distance and Defense Switched Network (DSN) telephone services will not be provided.
1.20 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.
1.21 BASE ACCESS SECURITY REQUIREMENTS: The Contractor shall comply at all times with base law enforcement and security requirements to include base pass requirements.
1.21.1 Contractor 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 .
Contractor Initial (and periodic) Installation Access Screening. The Contractor shall provide Pass and Registration with two forms of identification, one of which will be a state issued photo identification. Prior to being allowed access, a minimum of a background/National Crime Information Center (NCIC) check will be completed on all Contractors, requesting unescorted access for official business. This screening process will validate the Contractor's suitability to visit Goodfellow and certify that the Contractor does not pose an increased threat to the base populace. The Contractor will then be issued a temporary Defense Biometric Identification System (DBIDS) pass or AF Form 75A through the expiration date on the BAL request. Possession of an authorized access pass does not automatically authorize or guarantee access to the installation. The individual must still have a valid purpose to be on the installation and properly sponsored, as applicable.
1.21.2 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.
Access 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.
1.21.3 For installation access on non-duty hours or down days:
• Identify which workers need access on weekends, federal holidays/family days, and down days.
• 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.
• 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.
• During the above-mentioned days, the Contract officering, contract representative sponsoring ID cardholder is required to be present during hours of the work request.
1.21.4 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 until credentials are returned.
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.
BONDING PRIMER: Sika Armatec 1C Bonding Primer or approved equal REPAIR MORTAR: SikaTop-111 Plus, polymer modified mortar or approved equal CONCRETE: 3,500 PSI, 1-1/2” rock, 6” slump maximum.
REBAR: Grade 60
2.2 GOVERNMENT FURNISHED EQUIPMENT (GFE): There is no GFE for this project.
2.3 CONTRACTOR PROVIDED MATERIALS (CPM): The Contractor must use products that have been submitted for review and approved by the Government.
PART 3.0 – EXECUTION:
3.1 GENERAL: All work shall be performed in accordance with this SoW and associated TEs, 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 elements of the task, including but not limited to are, site investigation, work plan(s), submittals, prep work, demolition, repairs, installation, clean-up, final clean-up and Government acceptance, as described in this statement of work.
3.1.1 FIRST WORK: Prior to any work activity being performed at any location, the Contractor shall coordinate with GAFB CES, SFS and Safety offices at least FOURTEEN (14) days to identify which location(s) will be under construction. The Contractor will also provide a work schedule\plan for Government review and approval, outlining the work elements to be performed. The Government will issue a PA to all GAFB personnel to inform them of the upcoming activities and possible road/lane closures. The Contractor shall install safety measures by use of reflective cones, barrels, high-vis fencing, and/or barricades to identify the worksite, as well as ensuring that all personnel are wearing appropriate PPE apparel.
3.2 DEMOLITION:
Refer to the attached TEs for each project locations specifics.
3.3 INSTALLATION:
Refer to the attached TEs for each project locations specifics.
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. 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 or lane closure is necessary to perform the contract work in a operational street/roadway, 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 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. At all times, personnel exposed to a traffic environment shall use reflective vest/accessories.
4.4 BASE FIRE REGULATIONS: The Contractor shall perform all work in strict compliance with all National Fire Codes. The Contractor shall use no explosives or fire in performing the work. Any hot work to be performed i.e. welding, brazing, steel cutting, must have a burn permit requested by the Contractor through GAFB FD.
4.5 CONFINED SPACE: NOT APPLICABLE
4.6 LOCKOUT/TAGOUT, HAZARDOUS ENERGY CONTROL: NOT APPLICABLE
PART 5.0 - ENVIRONMENTAL REQUIREMENTS:
5.1 COMPLIANCE WITH LAWS: Construction activities are NOT exempt from air emission, storm water, hazardous waste, and other environmental compliance rules and regulations. The Contractor shall comply and ensure that all Sub-Contractors comply with all applicable federal, state, and local laws, regulations, ordinances, and standards related to environmental matters. All demolished materials and debris shall become the property of the Contractor and shall be disposed or recycled off base at the Contractor’s expense in accordance with local, state, and federal environmental laws and regulations. The Contractor shall ensure that the area is well ventilated when using gas powered equipment indoors. The Contractor shall not dispose of any construction material solids and/or liquids or liquid types using sanitary sewer system. Also, all grounds, indoors and outdoors, shall be protected from any type spillage.
Any occurrence of spillage shall not be allowed to flow or drain out onto Government property. The Government representatives shall be notified of any spillage that occurs with clean-up efforts made immediately thereafter.
5.2 PROTECTION OF HISTORICAL AND ARCHAEOLOGICAL RESOURCES:
NOT APPLICABLE
5.3 HAZARDOUS AND SPECIAL WASTES GENERATED BY THE CONTRACTOR: The Contractor shall identify, characterize, containerize, store, and dispose of hazardous wastes in strict accordance with federal guidelines found in the Code of Federal Regulations, Title 40 (40 CFR) parts 260-270, state regulation 30 TAC 335, all local guidelines, and as specified. A Uniform Hazardous Waste Manifest shall be used by the Contractor to document all parties and locations involved in the transportation, storage and disposal of all hazardous and special wastes. This form shall be provided to the Government by the Contractor and signed by the Base Environmental Coordinator (CEIE) before the waste is transported from the limits of Government property. A copy of the manifest shall be signed by the receiver of the waste and submitted to the Contracting Officer not later than forty-five days after disposal has taken place. Hazardous waste treatment, storage and disposal facility shall be located within in the state of Texas, permitted by the U.S. EPA, and approved by CEIE.
5.4 CONTRACTOR ENCOUNTERED HAZARDOUS WASTE: The Contractor shall notify the Contracting Officer’s Representative and CEIE upon encountering any material not identified in this Statement of Work thought to be hazardous that could jeopardize the safety of workers or personnel in the area. The Government will be responsible for characterization, transportation, storage and disposal of the waste if necessary.
5.5 ASBESTOS: To the best of the Government's knowledge, no asbestos-containing material
(ACM) will be encountered during this project. Should the Contractor encounter previously unidentified or suspected ACM, which must be disturbed to comply with the contract documents, the Contractor shall cease that work which would disturb the suspect material and shall immediately notify the Contracting Officer. The Government will take appropriate measures to ascertain the material's composition and determine any remedial actions necessary.
5.5.1 Asbestos Containing Building Materials: Under no circumstances, under the provisions of this contract, shall the Contractor be allowed to provide asbestos containing building materials, or products containing encapsulated asbestos or mineral fibers as defined in the 40 CFR 61, National Emission Standards for Hazardous Air Pollutants of 1990, to GAFB.
5.6 HAZARDOUS MATERIALS: The Contractor shall provide to the Contracting Officer an AF Form 3000, Material and Approval Submittal, listing all materials to be utilized during the contract. If any of the material is classified as hazardous in accordance with AFI 32-
7086, the Contractor will submit an AF Form 3952, (Chemical/Hazardous Material Request Authorization) for each material item with all supporting information as required for approval. The Contractor must obtain authorization from the Contracting Officer prior to bringing or using hazardous materials on the installation. The Contractor must supply an up-to-date SDS for each requested AF Form 3952 item listed as a hazardous material, as defined to be delivered under this contract. The hazardous material shall be properly identified and include any applicable identification number, such as National Stock Number or Special Item Number. This information shall also be included on the SDSs submitted under this contract. The Contractor must maintain an onsite file of all SDSs. The Contractor shall submit for Government Approval (via AF Form 3000) to the Contracting Officer on a monthly basis, or at the end of the contract, as determined by the Contracting Officer, a report (2 copies) of usage of HAZMAT materials within that period on GAFB Contractors Hazardous Materials Usage Report. No hazardous materials, lubricants, oils, liquids or related materials shall be deposited in the refuse containers on base.
5.7 NUISANCE AND POLLUTING ACTIVITY PROHIBITED: Polluting, dumping, or discharging of any harmful, nuisance, or regulated materials (such as but not limited to concrete truck washout, vehicle maintenance fluids, residue from saw cutting operations, solid waste and hazardous substances) into building drains, site drains, streams, waterways, holding ponds or to the ground surface shall not be permitted and the Contractor shall be held responsible for any and all damages which may result.
Further, the Contractor shall conduct work activities in such a fashion as to avoid creating any legal nuisance, including but not limited to, suppression of noise and dust, control of erosion, and implementation of other measures as necessary to minimize impacts of work activities.
5.8 RELEASE OF FLUIDS TO THE SANITARY SEWER SYSTEM: Goodfellow AFB’s sanitary sewer system discharges into the Publicly Owned Treatment Works (POTW) operated by the City of San Angelo, Texas. This POTW has established testing requirements for certain constituents as well as discharge limits of those same constituents.
Accordingly, any Contractor performing work at Goodfellow AFB and contemplating a release of non-hazardous water into the sanitary sewer system shall meet the pretreatment standards and comply with the testing/release requirements established by the City of San Angelo. Contractor is also responsible for all testing, monitoring, measuring, documenting, etc. to verify this compliance. Contractor shall not discharge wastewater to base’s sanitary sewer without prior approval of the Government.
5.9 PESTICIDES (INSECTICIDES, FUNGICIDES, HERBICIDES, ETC:
NOT APPLICABLE
5.10 AIR EMISSIONS: NOT APPLICABLE
5.11 DRINKING WATER: NOT APPLICABLE
5.12 PROTECTION OF WATER RESOURCES: All work under this contract shall be performed in such a manner that objectionable or nuisance conditions will not be created in lakes, reservoirs, streams or storm water conveyances through or adjacent to the project areas. The Contractor shall comply with the terms and conditions of Texas Pollutant Discharge Elimination System (TPDES) Construction General Permit, TXR150000 (GCP).
At least 30 days prior to the start of construction, the Contractor shall seek coverage under the GCP for storm water and non-storm water discharges associated with his construction activities.
5.12.1 STORM WATER POLLUTION PREVENTION PLAN (SWP3): NOT APPLICABLE.
However, the Contractor shall identify, with government representatives, storm drains within the work area, and provide protection to mitigate sediment or demolition debris from entering the storm drain system.
5.12.2 TPDES GENERAL PERMIT: NOT APPLICABLE
5.12.3 NOTICE OF INTENT (NOI): NOT APPLICABLE
5.12.4 NOTICE OF TERMINATION (NOT): NOT APPLICABLE
5.12.5 Post-Construction Cleanup or Obliteration: The Contractor shall obliterate all evidence of temporary construction facilities such as haul roads, work areas, structures, foundations of temporary structures, stockpiles of excess materials, or any other vestiges of construction. Restoration to original site conditions is required unless otherwise directed by the Contracting Officer.
5.12.6 At the end of the project, and prior to final acceptance, the Contractor shall submit a solid waste diversion report by completing the Construction Waste Management form identifying the materials and weights either recycled or diverted from solid waste disposal to other re-use as well as weights of waste disposed in a landfill.
5.13 GREEN PROCUREMENT: Green Purchasing is a mandatory component of the Air Force pollution prevention program. The Under Secretary of Defense issued a policy memorandum “Establishment of the DoD Green Purchasing Program (GPP)” which states:
“The DoD goal is to achieve 100% compliance with mandatory Federal GPP programs is all acquisition transactions.” This document contains guidelines for implementing the RCRA, EO, DOD, and Air Force requirements.
5.14 ENVIRONMENTAL MANAGEMENT SYSTEM: Contractor’s on site supervisory personnel shall complete EMS Awareness Training. The Base Civil Engineer Environmental Coordinator should be contacted at (325) 654-5946 for information to complete the awareness training within 60 days of contract award or a new contract employee supervisor begins work. The training will be accomplished utilizing The Environmental Awareness Course Hub (TEACH) at https://usaf.learningbuilder.com. The Contractor is responsible for providing EMS Awareness Training records, for each employee, to the Contracting Officer https://usaf.learningbuilder.com/
PART 6.0 - SITE MAINTENANCE AND CLEANUP:
6.1 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 remain free of project generated trash and debris at all times.
6.2 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 and backfilling, of removed concrete ADA ramps, sidewalks and signage 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 7.0 - ENERGY CONSERVATION:
7.1 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 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 8.0 – RESPONSIBILITY:
8.1 The above 1 through 7 summaries 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 9.0 – STORAGE AND PARKING:
9.1 CONTRACTOR STORAGE: The Contracting Officer’s representative shall 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 PART 5.0 above at no additional expense to the Government. All hazardous materials shall be secured when not in use.
PART 10.0 - COMPLETION OF WORK:
10.1 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
RETENTION
POND
515204
PB3530D
PB3530E
525 3420
34237428
603 602
DER WAL
3458 S
606 607 608 423 3424 3405
33293330
BBC
611 610
410 416
420 414
S
33430341
1007 1006
STREET
1029 1027
1034 1024 1030 1028 744 258
1032 1026 721 743745
241 242
240 238
3210 3208
32263227
BBC
E
Ballfield #2
VBC
135 116
Multi Purpose
Field
Little League Ballfield
BBC BBC
Ballfield #1
TC
PT Pad
VBC VBC TC TC TC TC
Football Field
Running Track
CANBERRA STREET E
MARAUDER TROOPWALK K
VALIANT STREET E.
PERIMETER ROAD S
CO
W
BO
RO
NC
O W
A
PA
HO
M cG ar r
S w im m in g
P oo l
FT
. L
A N
CA
ST
ER
VB
C
VB
C
FL
IG
HT
L I
NE
A
VE
NU
E
K
MARAUDER STREET
3626 3622
3112 3638
3104 3106 3110 3613 3611 3614
3609 3607 3642 3615 3610
3109 3646 3617
3101 3105 3107 3111
3706 3707
3105 3109 3201
3712 3711
3515 3518
3111 3113 3203 3205
3305 3404
3450 3448
3425 3421
2025 3436 3417 3415 3434
3403 3405 3409 3424 3426
3404 3406 3418
3402 3408 3412 3414 3416
RIO CONCHO HOUSING AREA
Nasworthy
Parking Area
RV Sites
RECREATION CAMP AREA
Legend S Tower_P
Offbase Roads
! ! ! ! ! Fence
Buildings
Carports + Pavilions
Pavement Branch
Playground
Athletic Court
Athletic Field
Swimming Pool
Intermittent Water
Local Area
San Angelo
£¤67
Goodfellow
AFB
2£¤77
£¤87
Goodfellow Rec Camp
Meters
0 100 200 400
0 250 500 1,000 1,500
Feet
Installation Layout
17 CES/CENME, GeoBase Building 3511, Room 124
654-1192/1282
GOODFELLOW AIR FORCE BASE
This map is for reference only. Although every effort has been made to ensure the accuracy of information, errors and conditions originating from physical sources used to develop the database may be reflected on this map. IGI&S “GeoBase” shall not be liable for any errors, omissions, or damages that result from inappropriate use of this document.
Map Date: August 2020
TE A
A1 – Scherz Blvd @ B900
Remove Crosswalk Striping on Street/Roadway
Remove Diagonal Striping at B900 Parking Lot Re-stripe Parking space
Remove Signage. To include Sign, Post, and Concrete Base Back fill hole with Topsoil and Grass seed mixture
FT. LA
T
TE A3
A3 – Scherz Blvd @ B800 / B818 Parking Lot
Scherz Blvd – East Side Ramp
Parking Lot side Street side
Remove ADA Concrete Ramps both East and West side of street/roadway Repair Concrete Curb at each location. (Match existing profile) (Three (3) repair locations) Ramp at Mid picture (East side ramp) – Install new continous sidewalk Ramps at Bottom two (2) pictures (Parking lot median) – Back fill with topsoil and grass seed mixture
Remove Striping at Parking Lot Re-stripe for two (2) Parking spaces
TE B
B2 – Intersection of Kearney Blvd and Valiant St
Remove Sidewalks and Ramps on North side of Intersection Sidewalks to be removed back to Parking Lot Entrances Remove Ramps and Concrete Crossover at Median Repair Curb an Gutters (Match existing profile) (Four (4) repair locations) Back fill with Topsoil and Grass Seed Mixture
TE D
D7 – Ft. Griffin @ B430
TE E
E3 – Ft. Lancaster @ B423
Remove Diagonal Striping at Parking Space Re-stripe Parking Space
TREET
N
EY
B
LV
D
TE F
F1 – Kearney Blvd @ Powell St
Kearney Blvd @ Powell St - West Side Lane Remove Crosswalk Striping on Street/Roadway Repair Concrete Curb and Gutter (Match existing profile) Remove Concrete ADA Ramp Backfill with Topsoil and Grass seed mixture
Kearney Blvd @ Powell St – Median Remove Concrete ADA Ramps and Concrete Crossover Repair Concrete Curb and Gutter (Match existing profile) Back fill with Stone (Match existing)
Kearney Blvd @ Powell St - East Side Lane Remove Crosswalk Striping on Street/Roadway Repair Concrete Curb and Gutter (Match existing profile) Remove Concrete ADA Ramp Backfill with Topsoil and Grass seed mixture
Kearney Blvd @ Powell St – Signage @ West and East side Remove Signage. To include Sign, Post, and Concrete base Backfill hole with Topsoil and Grass seed mixture
| REPAIR SIDEWALK REC CAMP, FAC # 57130 |
| PROJECT JCGU 25-7006 |
| TABLE OF CONTENTS |
| STATEMENT OF WORK |
| REPAIR SIDEWALKS, MARINA AREA, FAC 57130 |
| 460 E. KEARNEY BOULEVARD GOODFELLOW AFB, TX 76908-4104 |
| 1.20 TOBACCO USE IN AETC FACILITIES |
| PART 2.0 – PRODUCTS: |
| PART 3.0 – EXECUTION: |
| 3.2 DEMOLITION: |
| 3.3 INSTALLATION: |
| PART 5.0 - ENVIRONMENTAL REQUIREMENTS: |
| PART 6.0 - SITE MAINTENANCE AND CLEANUP: |
| PART 7.0 - ENERGY CONSERVATION: |
| PART 8.0 – RESPONSIBILITY: |
| PART 9.0 – STORAGE AND PARKING: |
| PART 10.0 - COMPLETION OF WORK: |
| 901 |
| A1 – Scherz Blvd @ B900 |
| 800 |
| 818 |
| A3 – Scherz Blvd @ B800 / B818 Parking Lot |
| B2 – Intersection of Kearney Blvd and Valiant St |
| 430 |
| D7 – Ft. Griffin @ B430 |
| 423 |
| E3 – Ft. Lancaster @ B423 |
| 31 |
| F1 – Kearney Blvd @ Powell St |
File details come from the government source that posted it. Updated .