Attch 1 - Statement of Work.pdf

STATEMENT OF WORK

FOR

REPLACE LOCKERS IN BUILDING 140 MENS/WOMENS

PROJECT # 1041758

FEBUARY 2021

PREPARED BY:

17TH CIVIL ENGINEER SQUADRON (AETC)

460 E. KEARNEY BOULEVARD

GOODFELLOW AFB, TX 76908-4104

BLANK PAGE

TABLE OF CONTENTS

PART 1 – SCOPE OF WORK:

1.1 GENERAL:

1.2 PROJECT DESCRIPTION:

1.3 LOCATION:

1.4 WORK AND MECHANICS:

1.5 WORKING CONDITIONS:

1.6 PHASING REQUIREMENTS:

1.7 SAFETY:

1.8 PROTECTION OF GOVERNMENT PROPERTY:

1.9 SITE MAINTENANCE AND CLEANUP:

1.10 REFERENCES:

1.11 SUBMITTALS:

1.12 WARRANTY:

1.13 DELIVERY, STORAGE, AND PARKING:

1.14 UTILITY OUTAGES AND SPECIAL CONDITIONS:

1.15 DISPOSAL:

1.16 SECURITY REQUIRMENTS:

PART 2 – ENVIRONMENTAL REQUIREMENTS:

2.1 COMPLIANCE WITH LAWS:

2.2 HAZARDOUS AND SPECIAL WASTES GENERATED BY THE CONTRACTOR:

2.3 CONTRACTOR ENCOUNTERED HAZARDOUS WASTE:

2.4 ASBESTOS:

2.5 HAZARDOUS MATERIALS:

2.6 NUISANCE AND POLLUTING ACTIVITY PROHIBITED:

2.7 RELEASE OF FLUIDS TO THE SANITARY SEWER SYSTEM:

2.8 AIR EMISSIONS:

2.9 CONSTRUCTION WASTE MANAGEMENT:

2.10 ENVIRONMENTAL MANAGEMENT SYSTEM:

2.11 GREEN PURCHASING:

PART 3 – PRODUCTS:

3.1 REFERENCES TO MATERIALS, MANUFACTURERS, AND PRODUCTS:

3.2 GOVERNMENT FURNISHED EQUIPMENT (GFE):

3.3 CONTRACTOR PROVIDED MATERIALS (CPM):

PART 4 – EXECUTION:

4.1 GENERAL:

4.2 INSTALLATION:

4.3 CONTRACTOR QAULUTY CONTROL (DAILY) REPORTS:

4.4 FINAL INSPECTION:

ATTACHMENT 1: AF FORM 66:

ATTACHMENT 2: TECHNICAL EXHIBITS (TE):

TE-1 Drawings (3 EA.)

TE-2 2019 Contractor Guide

TE-3 ASBETOS SURVEY for Building 140

STATEMENT OF WORK (SOW)

PART 1 – SCOPE OF WORK:

1.1 GENERAL: The work to be performed under this contract and in accordance with this

Statement of Work (SOW) shall consist of furnishing all necessary plant, labor, tools, transportation, supplies, supervision, equipment, materials, and incidentals necessary for providing all work shown on the drawings (TE-1) and in this SOW, and all applicable codes, regulations, standards, and criteria in effect at the date of solicitation.

Remove existing Lockers. Provide and install new lockers inside Bldg# 140 for both the men’s and women’s locker rooms, refer to drawings in TE-1 for specific locations.

1.2 PROJECT DESCRIPTION: The Contractor shall remove existing lockers in the locations shown in TE-1. Contractor shall remove and dispose/recycle all demolished materials and lockers off of Goodfellow AFB, meeting all federal, state, city, and local codes. The Contractor shall provide and install new lockers as stated in Part 3 of this SOW. The Contractor shall also repair any damage caused during the course of the project.

1.3 LOCATION: Goodfellow Air Force Base is located in Tom Green County, on the southeast side of San Angelo, Texas 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 South Chadbourne St

(Hwy. 1223) and to the east by the eastern city limits. Building 140 is located at 155 W. Texan St.

Goodfellow AFB, TX 76908-4808.

1.4 WORK AND MECHANICS: The work for this project shall be executed in the best and most workmanlike manner, by qualified, trained and certified 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. The Contractor shall assure that all trades 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 SOW 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 WORKING CONDITIONS: The Contractor shall have sixty (60) calendar days to perform all work after signing the Notice to Proceed (NTP). The Contractor shall submit product specifications for all new materials within fourteen (14) calendar days before signing the NTP.

The Contracting Officer must approve all materials before the Contractor makes any purchase. All

Contractor operated/owned vehicles, equipment, tools, etc., shall be stored as prescribed in paragraph (1.13) DELIVERY, STORAGE, AND PARKING. 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.

1.5.1 Work 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, AETC Family Days.

AETC Family Days for calendar year 2021:

28 May 21; 2 Jul 21; 03 Sep 21; 26 Nov 21 and 27 Dec 21

AETC Family Days for calendar year 2022:

27 May 22; 1 Jul 22; 2 Sep 22; 25 Nov 22 and 26 Dec 22

The work to be performed on this project will include work in an occupied facility. 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 conduct all work such that means of facility ingress and egress are maintained at all times. The

Contractor shall be responsible for providing suitable, approved signs, barricades, roped barriers, etc., to warn occupants of hazardous areas at the job 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. If such work is required

Contractor shall submit request in writing to Contracting Officer a minimum of 72 hours in advance for Government approval.

1.5.2 Work Area Access: Government personnel escorts are not needed for this SOW.

1.6 PHASING REQUIREMENTS: Not required.

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

Department of Labor, OSHA requirements found in Title 29 Volume 5 Subtitle B Chapter XVII

1910.120 and Volume 8 Subtitle B Chapter XVII 1926, and Air Force Occupational Safety &

Health (AFOSH) AFOSH standards including AFMAN 91-203. The Contractor shall also ensure that all work is performed in accordance with project identified EPA, national standards, military manuals, instructions, pamphlets, standards, and handbooks, and with the latest edition in effect on the date of this solicitation of the U.S. Army Corps of Engineers Safety and Health

Requirements Manual EM 385-1-1. All job sites are subject to inspections by the Government, Department of Labor, and State of Texas. In the event of conflicts between the OSHA standards and these requirements, the most stringent shall apply.

1.7.1 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, SUBMITTALS (1.11). In addition to meeting the TWCC requirements; the plan must also include the requirements of U.S. Army Corps of Engineers Safety and Health Requirements

Manual EM 385-1-1.

1.7.2 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.

1.8 PROTECTION OF GOVERNMENT PROPERTY: The Contractor shall use reasonable care to avoid damaging existing interior and exterior of buildings, equipment on the Government installation. If the Contractor fails to use reasonable care and causes damage to any of this property, the Contractor shall replace or repair the damage at no expense to the Government as recommended by Civil Engineering and approved by the Contracting Officer. If the Contractor fails or refuses to make such repair or replacement, the Contractor shall be liable for the cost, which may be deducted from the contract price.

1.9 SITE MAINTENANCE AND CLEANUP:

1.9.1 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, and 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.

1.9.2 Daily Cleaning: The Contractor shall keep the site free from debris at all times and shall perform daily cleaning of all areas.

1.9.3 Cleanup: The Contractor shall collect any and all trash, debris, refuse, garbage, etc., that is generated and place it in appropriate containers with lids or approved covers on a periodic basis or as directed by the Contracting Officer. The contractor is not permitted to use installation dumpsters and other trash receptacles. The aforementioned materials shall be hauled from the site by appropriate means on a daily basis, unless otherwise approved by the Contracting Officer.

Disposal shall be outside the limits of Government property. Disposal shall be by recycle or sanitary landfill and shall conform to all local, city, county, State, and Federal guidelines, EPA 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 Government.

1.9.4 Contractor Dumpsters: Should the Contractor require a dumpster it shall be at the

Contractor’s own expense. The location of the dumpster shall be submitted for approval by the

Contracting Officer and shall be maintained to prevent overflow and spreading of construction debris caused by wind and other factors.

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

Applicable Government Criteria and Standards:

Code of Federal Regulations (CFR)

40 CFR, Volume 24, Part 170, Worker Protection Standard

Federal Specifications (FS)

NFPA 286 – Standard Methods of Fire Tests for Evaluating Contribution of Wall and Ceiling

Interior Finish to Room Fire Growth

ASTM D3294 – Polytetrafluoroethylene (PTFE) Resin Molded Sheet and Molded Basic Shapes

ASTM G195 – Conducting Wear Tests Using a Rotary Platform Abraser

ASTM D6578 – Determination of Graffiti Resistance

ASTM D570 – Standard Test Method for Water Absorption of Plastics

ASTM D790 – Flexural Properties of Unreinforced and Reinforced Plastics and Electrical

Insulating Materials ASTM D1693 – Standard Test Method for Environmental Stress-Cracking of Ethylene Plastics

ASTM D4976 – Polyethylene Plastics Molding and Extrusion Materials

Air Force Occupational Safety & Health (AFOSH)

DOD Installations or Facilities – Standard Operating Procedure (SOP) – Contractor

Hazardous Material Usage

NFPA 101: Life Safety Code, National Fire Protection Association

GOODFELLOW AFB CE 98-1 Base Standardization of Building/Utility Distribution

Systems for GAFB

AFI 32-2001 Air Force Fire Protection Program (Contact Fire Department if questions 325-

645-3534)

UFC 3-600-1 Fire Protection During Construction

Texas Worker’s Compensation laws (Texas House Bill 62)

US Department of Transportation Federal Highway Administration (FHWA) under 23 Code of Federal Regulations (CFR), Part 655, Subpart F, Manual on Uniform Traffic Control

Devices

The Resource Conservation and Recovery Act (RCRA), Section 6002 (42 U.S.C. 6962)

1.11 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 or any others deemed appropriate. 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.

1.12 WARRANTY: 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. 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. Contractor shall supply twenty-five (25) year manufacture warranty.

1.13 DELIVERY, STORAGE AND PARKING: All equipment delivered and stored shall be protected from the weather, humidity and temperature variation, dirt and dust, and any other contaminants.

1.13.1 Contractor Parking: The Contractor shall submit a material and equipment storage area and for contractor parking layout for Government approval.

1.13.2 Storage Areas: The Contractor shall not work or store materials in a manner that would hinder or otherwise block pedestrian circulation to exit corridors and exit doors in the event of an emergency or fire. If space allows, materials may be stored at the job site as coordinated with and approved by the Contracting Officer. Otherwise, materials shall be stored off Government property until ready for installation at no additional cost to the Government. In instances where on site storage is not available, the Contractor shall be responsible for storing and preparing materials in the manner specified herein, or by the manufacturer’s instructions, so that materials are properly suited for installation. Off-site acclimatization of materials shall be at no additional cost to the Government. 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

2.0 below at no additional expense to the Government. All other hazardous materials shall be secured when not in use.

1.14 UTILITY OUTAGES AND SPECIAL CONDITIONS:

1.14.1 Permits: Not Required

1.14.2 Base Civil Engineer Work Clearance Request: The Contractor shall obtain and process AF

Form 103 for approval prior to commencement of work for this project. Due to the requirement for multiple agencies to coordinate on digging permit requests, it takes approximately 14 days for processing of the paperwork. Contractor requests should be submitted at the earliest possible date to preclude delays.

1.14.3 Utility Outages: Not Required

1.14.4 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 not abuse the use of base telephones. Telephones shall be used for contract related issues only. 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.

1.14.5 USAF Fire Regulations: The Contractor shall comply with Air Force Fire Protection

Program as set forth in the latest edition of Air Force Instruction 32-2001. The Contractor shall use no explosives in preforming the work. All work shall be in strict compliance with NFPA-101.

1.15 DISPOSAL: Items to be included in the disposal shall consist of but not limited to the careful removal and disposition of materials. The Contractor shall recycle or divert wastes from landfill disposal to the maximum extent practicable. The Contractor shall track recycling and waste disposal and submit the report on the provided Waste Management Form (TE-2) for

Government Approval as per Form 66 at the end of the project, and prior to final acceptance of the work on a AF Form 3000. The Contractor shall, before commencement of any work, carefully survey the existing site to determine the extent of the work. The Contractor shall be responsible for the proper disposal of all materials meeting all rules pertaining to disposal.

Rubbish and debris shall be removed from Government property daily, unless otherwise directed, to avoid accumulation at the site. 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 use of government dumpsters and trash collection is not permitted.

1.16 SECURITY REQUIREMENTS:

1.16.1 Goodfellow Air Force Base is a closed/controlled access base. In 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. Security requirements will be briefed at the pre-construction conference and handouts 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 and potential threats. 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.

1.16.2 Goodfellow AFB security may be viewed as being one of two broad levels, the level in effect being dependent on the location or area of project.

a. The lowest level of security exists in restricted access areas. These areas are all of Goodfellow

AFB outside of the "USAF Controlled" areas.

b. “USAF Controlled” access areas are the higher-level security areas. Presence within these controlled access area is by authorization; and/or escort. The movement of authorized personnel in and out of these areas may be limited. Contractor personnel are permitted access to these areas on a need basis only. Access to controlled areas will require the Contractor to coordinate all requests through the Government organization occupying the project site. The Contractor is advised there may be delays gaining access to controlled areas. No delay less than one hour in duration will be considered for down time, nor will delays of less than one hour be cumulative over several time periods.

1.16.3 Referencing the above access areas, the work on this contract will typically be in controlled access areas.

1.16.4 Contractors shall comply at all times with base law enforcement and security requirements to include base pass requirements.

a. Contractor Installation Access Pass. Before arrival, a government identification card-holding person from base contracting office will submit a request for base access using the wing’s Base

Access List (BAL) memorandum as a form of registration for each credential applicant. The

Contracting Officer/Administrator and the Contractor 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. The Contracting Officer/Administrator will ensure the BAL is accurate, signed, and forwarded to the 17 SFS Pass & Registration section for completion of the vetting and fitness determination processes.

b. Contractor Initial (and Periodic) Installation Access Screening. Contractors will provide Pass and Registration with two forms of identification. One of which, will be a state issued photo identification and must be the actual cards, no photocopies accepted. Driver’s License and

Identification Cards cannot contain the markings “Not `Valid for Federal Purposes,” “Not For

Use as Federal Identification,” “Federal Limits May Apply,” or any other similar phrase.

Employees with a Permanent Resident Card or Work Authorization Card must have the card in their possession. Photocopies will not be accepted. 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. The Contractor, then will 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.

c. 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, issued an Access Denial Letter, which will inform them on how to appeal this order.

d. For installation access on non-duty hours or down days:

1. Identify which workers require access on weekends, federal holidays/family days, and down days.

2. 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).

3. The Contracting Officer/Administrator will complete the “After Hours” BAL for workers requiring down day access to the installation.

4. The Contractor will identify any after-hours special 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

PART 2 – ENVIRONMENTAL REQUIREMENTS:

2.1 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 read attached TE-2 (2019 Contractor Guide) and fully comply and ensure that all Sub-Contractors comply with all applicable federal, state, and local laws, regulations, ordinances and standards related to environmental matters. The Contractor shall also comply and ensure that all Sub-Contractors comply with all specific instructions or directions given to the Contractor by Goodfellow AFB regarding environmental matters.

2.2 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 Volume 26 and 27 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 Engineer (17 CES/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 CEI.

2.3 CONTRACTOR ENCOUNTERED HAZARDOUS WASTE: The Contractor shall notify the

Contracting Officer’s Representative and 17 CES/CEIE upon encountering any material not identified in this SOW 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.

2.4 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. (See attachment TE-3)

2.4.1 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 Title 40 Volume 9

Part 61, National Emission Standards for Hazardous Air Pollutants, to GAFB. The Contractor shall provide a signed statement, accompanied by Safety Data Sheets (SDS) for project materials, from a licensed asbestos inspector or the project architect or engineer, proclaiming that no asbestos-containing building materials were used in the construction.

2.5 HAZARDOUS MATERIALS: The Contractor shall provide to the Contracting Officer an

AF Form 3000, Material Approval Submittal, listing all materials to be utilized during the contract. If any of the material is classified as hazardous materials in accordance with regulations and AFI 32-7086, the Contractor will submit an installation Contractor Hazardous

Materials Usage Tracking Form (TE-2) for all material items with all supporting information as required for approval. This is to ensure that all hazardous materials used on the installation is tracked at a level sufficient to ensure contractor compliance with local monitoring, determination, authorization, tracking, and to meet environmental reporting requirements and support fire protection, ESOH, and disaster response efforts. The Contractor must obtain authorization from the Contracting Officer prior to bringing or using any hazardous materials on the installation. The Contractor must supply up-to-date SDS for each requested items, that were listed as a hazardous material, as defined to be delivered under this contract. The hazardous materials shall be properly identified on the required request form and shall include any applicable identification number (such as part numbers, manufacturers name and any other special item number). This information shall also be included on the Safety Data Sheet submitted under this contract. The Contractor must maintain a file of all SDS. 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

Contractor Hazardous Materials Usage Tracking Form (2 copies) on the usage of all HAZMAT materials used within that reporting period. No chemicals, lubricants, oils, liquids or related materials shall be deposited in the refuse containers on base.

2.6 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 offsite impacts of work activities.

2.7 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 any and all testing, monitoring, measuring, documenting, etc. to prove compliance with it. Contractor shall not discharge wastewater to base’s sanitary sewer without prior approval of the Government.

2.8 AIR EMISSIONS: The Contractor shall submit air emission reports For Information Only

(FIO), monthly and upon completion of the project to the 17 CES/CEIE. Please see TE-2 for forms or call 654-3299 for any questions.

2.9 CONSTRUCTION WASTE MANAGEMENT: 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. Please see TE-2 for forms or call 654-3299 for any questions.

2.10 ENVIRONMENTAL MANAGEMENT SYSTEM: Contractor’s on site supervisory personnel shall complete EMS Awareness Training. The Installation Management Flight system administrator should be contacted at (325) 654-3299 for information and password to complete the

30-minute awareness training within 60 days of contract award or a new contract employee supervisor begins work. The training will be accomplished utilizing web-based Environmental, Safety, and Occupational Health Training Network (ESOHTN) available through any internet access at http://esohtn.com/. The training will be tracked online by the system administrator.

2.11 GREEN PURCHASING: 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. The Resource Conservation and Recovery Act (RCRA), Section 6002 (42 U.S.C.

6962) Energy Policy Act (EPACT)

2.11.2 Exemptions:

2.11.2.1 EPA Recommendations: The U.S. EPA recommends minimum content levels for those items listed in the attached Construction Products Recovered Materials Form. These levels are mandatory for Air Force procurements unless one of the following exemptions applies:

a. The product is not available from a sufficient number of sources to maintain a satisfactory level of competition (i.e., available from two or more sources)

b. The product is not available within a reasonable period of time.

c. The product does not meet the performance standards in applicable specifications or fails to meet reasonable performance standards of the procuring agency.

d. The product is not available at a reasonable price. For Air Force purposes, “unreasonable price” is defined as follows: If the price of the recycled-content product exceeds the cost of a non-recycled item, then the price is considered unreasonable.

2.11.2.2 Contractor Responsibility: The Contractor shall complete the attached Construction

Products - Recovered Materials Determination Form found in the TE2 with respect to the work and products being provided. Contractor shall provide written documentation when items not meeting the minimum content levels are used. This documentation shall be forwarded to the

Contracting Officer via AF Form 3000 for Government Approval. In the event the documentation fails to support the Contractor’s findings, the Contracting Officer shall return the documentation to the Contractor citing the reason(s) for disapproval.

2.11.3 EPA Designated Items:

http://esohtn.com/ http://esohtn.com/

2.11.3.1 Not all of these materials may be required in the construction of this project. Please refer to the drawings and specifications. The attached Construction Products Recovered

Materials Form shall be used to demonstrate compliance with the stated procurement requirements. A complete listing of the U.S. EPA-designated items can be obtained at the following website: http://www.epa.gov/greenerproducts/recommendations-specifications-standards-and-ecolabelsfederal-purchasing. Also see: https://sftool.gov/greenprocurement

2.11.4 Intent: The intent of this section is to increase the use of GPP by all Contractors involved with this project.

2.11.4.1 The various sections of the specifications contain references to products to be used in the completion of this project. The listed product may or may not be manufactured from or contain recycled materials. Therefore, all contractors, subcontractors, equipment suppliers, and material suppliers are responsible for compliance with this specification and those items/products listed on the attached form. Recycled products shall be used wherever possible subject to the exemptions as per the paragraph (2.11.2) EXEMPTIONS.

2.11.5 Recycled or Recovered Products: Those materials identified on the form at the end of this section.

2.11.6 Sources of Information: The following is a partial list of sources of information for compliance with GPP requirements:

Select Sources of Supply for Environmentally Preferable Products and Services

Scranton Products: https://www.scrantonproducts.com/products/tufftec-lockers/

GSA: http://www.gsa.gov/portal/content/105414

DLA: http://www.dla.mil/WhatDLAOffers/EnvironmentalandSustainablePrograms.aspx

Energy Star®: http://www.energystar.gov/

JWOD: http://www.abilityone.gov/procurement_list/product_contractors.html

UNICOR: http://www.unicor.gov/Shopping/viewCat_m.asp?iStore=UNI&idCategory=1633

EPA: https://www.epa.gov/greenerproducts

Green Procurement Program Product Listings

CPG: https://www.epa.gov/greenerproducts

Bio based: http://www.biopreferred.gov/BioPreferred/

FEMP: http://energy.gov/eere/femp/federal-energy-management-program

Energy Star: http://www.energystar.gov/index.cfm?fuseaction=find_a_product

Alternatives to Ozone-Depleting Substances: https://www.epa.gov/snap

For paints, carpet, office supplies, cleaners, and particle board:

http://www.greenseal.org/Home.aspx

For construction projects: https://www.epa.gov/chemicals-under-tsca http://www.epa.gov/greenerproducts/recommendations-specifications-standards-and-ecolabels-federal-purchasing http://www.epa.gov/greenerproducts/recommendations-specifications-standards-and-ecolabels-federal-purchasing http://www.epa.gov/greenerproducts/recommendations-specifications-standards-and-ecolabels-federal-purchasing http://www.epa.gov/greenerproducts/recommendations-specifications-standards-and-ecolabels-federal-purchasing https://sftool.gov/greenprocurement https://sftool.gov/greenprocurement https://www.scrantonproducts.com/products/tufftec-lockers/ http://www.gsa.gov/portal/content/105414 http://www.gsa.gov/portal/content/105414 http://www.dla.mil/WhatDLAOffers/EnvironmentalandSustainablePrograms.aspx http://www.dla.mil/WhatDLAOffers/EnvironmentalandSustainablePrograms.aspx http://www.energystar.gov/ http://www.energystar.gov/ http://www.abilityone.gov/procurement_list/product_contractors.html http://www.abilityone.gov/procurement_list/product_contractors.html http://www.unicor.gov/Shopping/viewCat_m.asp?iStore=UNI&idCategory=1633 http://www.unicor.gov/Shopping/viewCat_m.asp?iStore=UNI&idCategory=1633 https://www.epa.gov/greenerproducts https://www.epa.gov/greenerproducts https://www.epa.gov/greenerproducts https://www.epa.gov/greenerproducts http://www.biopreferred.gov/BioPreferred/ http://www.biopreferred.gov/BioPreferred/ http://energy.gov/eere/femp/federal-energy-management-program http://energy.gov/eere/femp/federal-energy-management-program http://www.energystar.gov/index.cfm?fuseaction=find_a_product http://www.energystar.gov/index.cfm?fuseaction=find_a_product https://www.epa.gov/snap https://www.epa.gov/snap http://www.greenseal.org/Home.aspx http://www.greenseal.org/Home.aspx https://www.epa.gov/chemicals-under-tsca https://www.epa.gov/chemicals-under-tsca

PART 3 – PRODUCTS:

3.1 REFERENCES TO MATERIALS, MANUFACTURERS, AND PRODUCTS: Materials and equipment shall be of the standard type products of a manufacturer or a supplier that is engaged with the manufacture of/or installation of these products for at least five (5) years.

Acceptable Manufacturer: Scranton Products, 801 E. Corey St.; Scranton, PA 18507; To request information call Toll Free Tel: 800-445-5148; Fax: 800-551-6993; Email: request info

(info@scrantonproducts.com); Website:www.scrantonproducts.com.

Submittals on all materials shall be provided as per section 1.11. Submittal requests for substitutions will be considered, meeting the same technical specifications as above in accordance with provisions of Part 1 of this SOW

Product Requirements.

3.1.1 Verification of dimensions and conditions: The Contractor should visit the premises to become thoroughly familiar with details of the work and working conditions. The Contractor shall field verify all dimensions and advise the Contracting Officer of any discrepancies prior to the work commencement.

3.1.2 LOCKERS: Lockers shall be TuffTec 1 Tier or 2 Tier Healthcare Lockers® or equal.

Lockers specifications are as follows:

Lockers shall be designed for:

a. One Tier Vertical Stack

b. Two Tier Vertical Stack (Handicap Lockers)

Dimensions of the lockers shall be:

a. 12 inches in depth

b. 18 inches in width or 15 inches in width when 18 inch wide locker may not fit

c. Height of One Tier Lockers is 60 inches

d. Height of Handicap One Tier Lockers is 48 inches

e. Height of Two Tier Lockers is 72 inches

3.2 GOVERNMENT FURNISHED EQUIPMENT (GFE): There is no GFE for this project.

3.3 CONTRACTOR PROVIDED MATERIALS (CPM): The Contractor shall provide all materials and shall comply with Goodfellow Air Force Base Standards and the following project specific criteria as per this SOW.

3.3.1 Locker Material: Solid HDPE complying with ASTM D4976. Surface and edges shall be nonporous. Provide material selected for uniform color, surface flatness and even texture. Exposed surfaces that exhibit discolorations, pitting, seam marks, roller marks, stains, telegraphing, or other imperfections on finished units are not acceptable.

3.3.2 Recycled Content: Post-consumer recycled content plus one-half of pre-consumer recycled content shall not be less than 25 percent.

http://admin.arcat.com/users.pl?action=UserEmail&company=Scranton+Products&coid=45422&rep=&fax=800-551-6993&message=RE:%20Spec%20Question%20(10500spi):%20%20&mf= http://admin.arcat.com/users.pl?action=UserEmail&company=Scranton+Products&coid=45422&rep=&fax=800-551-6993&message=RE:%20Spec%20Question%20(10500spi):%20%20&mf= http://www.scrantonproducts.com/

3.3.3 Material Thicknesses:

a. Doors, Slope Tops, and End Panels; Minimum 0.50 inch Finished Thickness.

b. Locker Backs, Sides, Tops, Bottoms, and Shelves; Minimum 0.375 inch Finished

Thickness.

3.3.4 Colors: Tufftec Locker® Grey or equal.

3.3.5 Locker Doors: Locker doors and frames shall be made from high impact, high density polyethylene (HDPE) formed under high pressure into solid plastic components 0.5 inch thick with homogeneous color throughout. The door will consist of a continuous hinge that shall be made from heavy duty zinc-plated steel, full length, assembled onto door and locker front.

Continuous security latch shall be made from high impact HDPE plastic and capable of accepting various locking mechanisms. The spring-loaded latch shall be securely fastened to the entire length of the door providing a quiet positive latching function, as well as, an ergonomic handle with padlock hasp. The door ventilation will be Lattice Mesh. The door will be attached according to manufacture recommendation.

3.3.6 Locker Body: Sides, tops, bottoms, backs, and shelves shall be made from high impact, high density, polyethylene (HDPE) formed under pressure into solid plastic components 0.375 inch thick with homogenous natural color throughout. Out sides, insides, tops, bottoms, backs, dividers and shelves shall be natural in color. Some lockers will be attached back-to-back and others will be mounted to the wall. Assembly profile shall be full height of the lockers. Profile shall be Tongue-and-groove joint construction using 0.375 inch thick HDPE. One top-mounted centered in each locker, two-pronged plastic coat hook. Also a metal “J” Hook mounted on either side of each locker, therefore equaling two (2) “J” Hooks for each locker.

3.3.7 Slope Tops, End Panels, and Filler Panels: Fabricate of the same color, thickness, and material as Locker Doors. The sloped top is to be built to cover any imperfection from the removal of the existing lockers. Filler Panels shall be installed on the inside corners when possible.

3.3.8 Locker Base: If needed, shall be 4 inches high, black unless otherwise specified. Locker bases shall be fabricated from 1 inch or 3/4 inch black plastic. Bases are assembled in the field.

3.3.9 ADA Handicap Lockers: Six (6) handicap lockers installed in women’s dressing rooms, they will be located on the bottoms of the 2 tier 72 inch lockers mounted on the 12 inch tile support base. The women six (6) locker dimensions will be 18”W X 12”D X 72”H that are

Vertical Stack 2 tier. Seven (7) handicap lockers installed in men’s dressing rooms, five (5) of the lockers will be located on the bottoms of the 2 tier 72 inch lockers mounted on the 12 inch tile support base and two (2) of the lockers will be located north end of the locker room next to the showers of an 1 tier 48 inch lockers mounted on the 4in support base. The men’s five (5) locker dimensions will be 18”W X 12”D X 72”H that are Vertical Stack 2 tier and two (2) locker dimensions will be 18”W X 12”D X 48”H that are Vertical Stack 1 tier. Refer to the drawings

(TE-1) for all handicap locations.

3.3.10 Number Plates: Non-corrosive metal number plates are to be installed consecutively on the installed lockers. In both the men’s and women’s dressing room the numbers shall start with one

(1). Odd numbers are on top lockers and even numbers are on bottom lockers.

3.3.11 Name Plates: Non-corrosive metal name plates are to be installed for eleven (11) distinguished visitors (DV) in the men’s dressing room and six (6) distinguished visitors in the women’s dressing room. In addition, install thirteen (13) ADA handicap non-corrosive metal name plates on newly installed lockers in the men’s and women’s dressing room. Refer to the drawings (TE-1) for all DV and ADA locations.

PART 4 – EXECUTION:

4.1 GENERAL: All work shall be installed as shown and in accordance with the manufacturer's diagrams and instructions, unless otherwise specified. All dimensions are shown for information only. Contractor shall field verify all dimensions and site conditions.

4.2 INSTALLATION:

1. Contractor shall verify site conditions before ordering product and/or starting work. To include but not limited to: number, sizes, and locations of lockers.

2. Contractor shall store locker product in manufacturer’s unopened packaging until ready for installation.

3. Contractor shall store the locker components flat until assembly. All finishes shall be protected from soiling and damage during handling.

4. Remove and properly dispose of the existing lockers in the men’s and women’s dressing rooms and take care to not damage the existing tile, walls, and surrounding area while removing existing lockers. If the tile and grout is damage during demo the Contractor is required to repair to original conditions.

5. Prior to installation of new lockers the Contractor shall provide minor wall, floor, and base preparation to the existing surface to include scraping, patching, painting, and level floor/base with floor leveler as necessary for a proper installation.

6. Contractor shall check for any variations in the wall, floor, and or base surfaces before install of lockers to ensure lockers will be level after install use shims as required to alleviate any twisting or unlevelled lockers. If shimming, it is required to place shims where the frame meets not under the door or the door may not properly function.

7. Contractor shall ensure the area is clean and free of any debris before install.

8. Contractor shall install the first set of lockers, ensure they are square and level, and anchor into position using ¾ inch stainless steel torx head screws in all four corners in pre-drilled 3 16⁄ inch holes 3 inches down and 3 inches over. Then level and attach the next set of lockers to the first set using 1inch torx head thru-bolts. Continue until several lockers are in place then go back and ensure they are square and level and attach them to the wall.

9. Contractor shall build “Islands” by joining the first set of lockers back to back with the ¾ inch stainless steel torx head screws in all four corners in pre-drilled 3 16⁄ inch holes 3 inches down and 3 inches over. The lockers shall sit flush and level to provide a rigid start point. Then repeat the joining process and attach the next set of lockers all, ensuring the lockers are level and securely fastened.

10. Contractor shall attach lockers to the base using 1 ½ inch torx head fasteners and if there is not a base provided then secure the lockers using 1 ¾ inch tapcon screws.

11. Adjust doors to operate freely without sticking or binding and to ensure they close tightly.

12. Contractor shall use fillers as minimally as possible. When fillers have to be used, installed per manufacture recommendations and limit visible fasteners as possible.

13. Contractor shall install a slope top over the lockers and installed per manufacture recommendations. The rear supports shall be 1 inch thick and at least 10 inches high if a 4 inch base is installed or at least 12 inches high if there is not a base installed. The slope top shall be one continuous elevation throughout the install or at least aesthetically pleasing to the eye.

14. Contractor shall install end panel to lockers that have exposed sides and shall be installed to manufacture recommendations.

15. Contractor shall install ½ inch base trim, if a base is installed, along the 4 inch high base long the all of the lockers and installed according to manufacture recommendations.

16. The amount of dust, resulting from the project shall be controlled to prevent the spread of dust to occupied portions of the building and to avoid creation of a nuisance in the surrounding area. Noise shall be kept to the absolute minimum.

17. Any unnecessary damage to the buildings resulting from the Contractor’s operation shall be repaired at the expense of the Contractor and to the satisfaction of the Government.

18. Existing painted surfaces which are damaged or altered by work under this contract shall properly patched and prepped and be given a minimum of two coats of paint to match adjacent surfaces.

19. The Contractor shall fully restore the contract work area site to its original condition. The restoration shall include cleaning and maintenance as required to return site to its original condition as determined by the Contracting Officer.

4.3 CONTRACTOR QUALITY CONTROL (DAILY) REPORTS: The Contractor shall establish and submit a written daily quality control report to assure compliance of the installed lockers with the contract requirements. Any work found not to be in compliance with the contract shall be promptly removed and replaced or corrected in an approved manner. Written Daily Quality

Control Report logs shall be submitted not later than one week after the date of the report to base contracting for approval, to include, but not be limited to the following:

a) Number and skill level of workers and start and end time of various tasks.

b) Verification of material compliance before, during and after installation.

c) Materials delivered to job site.

d) Work accomplished or in progress.

e) Remarks or special instructions on delays and safety.

4.4 FINAL INSPECTION: The Contractor shall advise the Contracting Officer in writing of the

Contractor's desired final inspection date seven (7) calendar days in advance of that desired date to permit proper coordination. The date selected shall provide adequate time for Contractor performed corrections of final inspection deficiencies within the contract performance time. The

Contracting Officer will be the final authority for determining whether or not the Contractor's performance is sufficiently advanced to warrant a final inspection.

END OF STATEMENT OF WORK