1. SOW - AAFES Gas Station-UST, Dispenser & Under dispenser Sump Replacement.pdf

STATEMENT OF WORK

OPPORTUNITY ID#1136588

PROJECT TITLE

B 1311-AAFES Gas Station:

Underground Storage tank (UST), Dispenser

Under Dispenser Containment Sump Replacement

Date: 2/15/2024

Prepared By:

Approved By:

Revision No.

Date Change/Section Page No.

1 12/04/2023 Part- 2 & Part-4 Large Modification.

2 1/11/2024 Section 3.3 & 3.11 14, 18 & 26 3 2/09/2024 Generally Revised Generally Revised 4 2/15/2024 Section 2.2 2

Ajay Shankar PE

Rolando Cabero, R.A.

2/15/2024

Solicitation: FA706024R0004 Atch #1

ACRONYM(S)

AAFES Army & Airforce Exchange Service

ADA Americans with Disabilities Act

AFC Approved Facility Contact

BMP Best Management Practices

CAC Common Access Card

CES Civil Engineering Squadron

CFR Code of Federal Regulations

CM Construction Manager

CO Contracting Officer

SSHO Site Safety and Health Officer

DBIDS Defense Biometric Identification System

DFOW Definable feature of work

DoD Department of Defense

DOEE Department of Energy & Environment

ECP Entry Control Point

EISA Energy Independence and Security Act

HAZMAT Hazardous Material

IAW In Accordance With

IBC International Building Codes

JBAB Joint Base Anacostia-Bolling

MSDS Material Safety Data Sheet

NFPA National Fire Protection Agency

ODS Ozone Depleting material

OSHA Occupational Safety and Health Administration

PPE Personal Protective Equipment

QC Quality Control

RFI Request for Information

SDS Safety Data Sheet

SOG Slab on Grade

SOW Statement of Work

TA Trusted Agent

UST Underground Storage Tank

UDC Sump Under Dispenser Containment Sumps

FRP Fiber glass reinforced plastic

DCMR District of Columbia Municipal Regulations

PART 1 GENERAL PROJECT INFORMATION

Provide all necessary work needed to renovate the facility to meet current mission requirements as outlined in this Statement of Work (SOW).

1.1 Project Location

The work is located at B 1311- AAFES Gas Station of Joint Base Anacostia – Bolling (JBAB), Washington, DC.

1.2 Contracting Performance Period

The performance period of this contract is 365 calendar days of which all gas station outage shall be limited to 60 days. Outage is defined as closing existing gas-dispensers for customer-use to reopen the new renovated gas-dispensers for customer-use. Restoring commercial operation of the fuel dispensing system in the shortest possible time is the objective of the project.

PART 2 STATEMENT OF WORK

2.1 General Requirements

Provide a complete fueling system, including but not limited to underground storage tanks, submersible turbine pumps, electrical wiring, electronic control/monitoring/leak detection system, Stage I vapor recovery systems, vent lines, fill risers, product piping from tanks to dispensers, fittings, valves, caps, unions, and necessary appurtenances, as required for a complete operating system. The complete fueling system shall include Army & Airforce Exchange Service (AAFES) furnished and AAFES installed fuel dispensers and electrical controls for the Point-Of-Sale system as required.

The gas station is owned by Air force and operated and managed by AAFES within the JBAB.

Therefore, the site inspections, related project activities and coordination will be supervised, inspected and actioned by: 11 CES, AAFES or AAFES representatives, as authorized by the Contracting officer (CO).

All work performed must meet the requirement of environmental regulations including but not limited to the underground storage tank Regulations, Chapters 55-67 and 70 of Title 20 (Environment) District of Columbia Municipal Regulations (DCMR) and Title 40 of the code of Federal Regulations (CFR) Chapter, Part 280-Technical Standards and corrective actions for Owners and Operators of Underground storage tank.

There are six fuel dispensers and four Underground Storage Tanks (UST) at the AAFES Gas Station at JBAB.

a. The six gas dispensers will be replaced by new dispensers by AAFES. The existing dispensers shall be decommissioned, dismantled & disposed and new dispensers shall be supplied, installed, and commissioned by AAFES or their contractor. CONTRACTOR

SHALL NOTE THAT DISPENSER REPLACEMENT IS NOT INCLUDED IN THEIR

SCOPE. IT IS INCLUDED IN AAFES SCOPE.

b. The six Under Dispenser Containment Sumps (UDC Sump) must be replaced to prevent fuel leak to the environment.

c. The four 12,000-gallon double walled fiber glass reinforced plastic (FRP) USTs, shall be replaced by similar (12000 Gallons double walled) new tanks and all associated accessories by the contractor. The tanks must be accommodated within the space occupied by existing tanks.

d. All existing interconnecting cables and product pipes from tanks to point of disposal shall be replaced with new ones. This includes cutting old trenches, making new trenches, filling, compacting, and concreting the trenches. The system shall be tested and commissioned in coordination with AAFES personnel and handed over.

e. Any activity not listed herein but required for a complete and safe operation of this gasoline handling system shall be brought to the notice of the CO and shall be provided after due approval process.

2.2 Summary of Description of requirements

The contractor is responsible to provide for and/or secure the services of an appropriately experienced and licensed professional or a licensed professional agency as applicable in order to: determine and implement any code, vendor- equipment, or any site-specific requirement to prepare, review, update and modify documents, implement, test, commission, and handover the whole project as required for this site.

UST contractors/Technicians/closure specialist etc. must be certified by DOEE as described under DCMR (District of Columbia Municipal Regulation) 65- Underground Storage Tanks-Licensing, Certification, Operator Requirements and Operator Training.

Underground Storage Tank Technician Certification Requirement is considered met when the offeror’s proposal provides the certification of the UST Technician 20 DCMR CHAPTER 65

UNDERGROUND STORAGE TANK --LICENSING CERTIFICATION OPERATOR

REQUIREMENTS AND OPERATOR TRAINING; paragraph 6501.1

UST Contractor must be licensed in the Washington DC

This Requirement is considered met when the offeror’s proposal provides the certification of the UST Business license 20 DCMR CHAPTER 65 UNDERGROUND STORAGE TANK --LICENSING CERTIFICATION OPERATOR REQUIREMENTS AND OPERATOR TRAINING ; paragraph 6501.2

Contractor shall be responsible for obtaining all necessary permits, notification, and DOE approval prior to initiating UST removal, UST closure and UST installation clearance. Contractor must refer to DOEE’s latest “Tank closure Assessment protocol” for additional guidance.

The UST replacement, dispenser replacement and UDC Sump replacement work shall be performed simultaneously to reduce the time of closure of the AAFES Gasoline station.

a. Six-Fuel Dispensing System by AAFES.

b. Six UDC Sump Replacement.

i. Contractor is required to survey the UDC sumps to acquaint themselves fully with the extent of work, and details of the sumps.

ii. Procure long life fiberglass sump lining meeting the dimensions of the hole in the sump and petroleum product resistant.

iii. After the decommissioning of the fuel dispenser machines by AAFES, remove the existing sump and frame.

iv. Place a new tight lining in the sump hole and compact surrounding area with pea gravel and soil.

v. Provide new dispenser supporting framing.

vi. After the system is hydrostatically tested by the contractor, AAFES will install their

AAFES’s provided new fuel dispensers.

c. Four Underground Tanks Replacement

i. Contractor is required to survey the existing tanks, confirm the details, and acquaint themselves fully with the extent of work and space.

ii. The four new tanks shall be accommodated in the same space as the old tanks. The tanks must be capable to withstand surface H-20 and Hs-20 axle loads.

iii. Decommission the existing tanks, remove them, and properly dispose according to

DOEE requirements at facility permitted to receive the tanks.

iv. Install, test and commission the four new tanks. Bottom of tanks shall be at the level of existing tanks. Surrounding area of the tanks shall be filled by new compacted pea gravel.

v. Provide submersible turbine fuel pumps including pump risers pipe as required for complete operation of the system.

vi. Provide check valves, ball valves, metal flexible connectors and shut-off (isolation) valves as required.

vii. Provide:

a) Tank monitoring

System shall be the latest model with the most current software and all new components.

Shall be ordered all new from the equipment supplier after technical approval from CO.

Use of surplus Tank monitoring/inventory control/release detection system equipment is not allowed.

b) Inventory control System shall be the latest model with the most current software and all new components.

Shall be ordered all new from the equipment supplier after technical approval from CO.

Use of surplus Tank monitoring/inventory control/release detection system equipment is not allowed.

c) Release detection system including console with alarm capability

System shall be the latest model with the most current software and all new components.

Shall be ordered all new from the equipment supplier after technical approval from CO.

Use of surplus Tank monitoring/inventory control/release detection system equipment is not allowed.

d) Automatic tank gauging equipment

e) Electronic line leak detectors for primary piping of double-walled product piping

f) Sensors for all secondary containment (including tanks, piping and dispenser sumps)

g) Overfill alarm with acknowledgement switch

h) Accessories as required for a complete operating system.

viii. Lay reinforced concrete slab -minimum thickness 12”, minimum 3500 psi- Design load

48000 # Tandem Axle Truck loading, 32000# single axle truck loading.

ix. CONTRACTOR TO NOTE THAT SURFACE TRUCK AXLE LOAD SHOULD GET

TRANSFERRED TO GROUND WITHOUT OVERLOADING THE TANKS. PROPER

MECHANISM SHALL BE DEVELOPPED AND GOT APPROVED BY A PE. Minimum thickness of slab shall be 12”.

x. For reference of the contractors, some details of the existing tanks are following:

1 2 3 4 5 6 Tank No.

Capacity- Gallons

Tank Construction Content Corrosion Protection

Installation Date

1311-1 12000 Double wall FRP Gasoline None 7/11/1994 1311-2 12000 Double wall FRP Gasoline None 7/11/1994 1311-3 12000 Double wall FRP Gasoline None 7/11/1994 1311-4 12000 Double wall FRP Gasoline None 7/11/1994

Other Requirements:

1. Tanks shall be capable of storing gasoline, or gasohol (minimum 50% methanol or ethanol) and ultra-low sulfur diesel fuel at ambient underground temperatures.

2. All tanks shall be equipped with a fiberglass brine-filled reservoir.

3. All tanks shall show hold down strap locations.

4. All tanks shall be supplied with manufacture’s designed concrete Deadman anchoring system.

5. Tanks shall be designed to provide hydrostatic monitoring capability. Tanks shall have one 4" NPT fitting located as per drawings for accessibility to the tank bottom between the primary and secondary walls. This fitting shall have counter-sunk pipe plug provided by manufacturer.

6. Provide glass fiber-reinforced plastic anchor straps for each tank. Location and quantities of straps shall be as specified by manufacturer. Straps shall be standard as supplied by the tank manufacturer.

7. Underwriter's Laboratory label shall be permanently affixed to each individual underground storage tank.

8. Provide lifting lugs on all tanks. Lugs shall be capable of withstanding weight of tank with a safety factor of 3-to-1.

9. Tank bottom deflector gauge plates shall be provided under all primary tank fittings to prevent tank damage.

10. Provide containment collar around the tank manways.

11. Fiberglass tanks shall have hydrostatic monitoring system. System shall be an integral part of the tank.

12. Reservoir sensor shall be as specified in paragraph 2.07 of this specification.

13. Hydrostatic monitoring system shall have third party certification that it meets EPA and

NFPA 329 criteria as a precision tank test. The test procedure shall be documented.

d. Interconnecting Conduits, wiring, double walled product piping system, and cables:

i. Locations of Underground conduits, electrical, fire detection and any other instrumentation connections from the USTs to the dispensers and other control points shall be detected & assessed by contractor and shall be fully replaced.

ii. Remove existing and provide completely new double-walled product piping system, including secondary containment and accessories as required to prevent the possibility of contamination of air, soil, water, or groundwater.

iii. All underground product piping shall be 2-inch double wall rigid FRP with bonded fittings as per recommendation by product supplier.

iv. The piping installation shall strictly follow the recommended installation practices described by the manufacturer. The secondary containment pipe shall contain product leaked from the primary product pipe and drain to the sealed pump man-way enclosure for leak detection and recovery of the released product.

v. The primary piping shall be capable of successfully passing an air pressure test at sixty pounds per square inch after bleed back pressure stabilization, which shall be established by bringing the line pressure to sixty pounds per square inch for a minimum of three hours. During the pressurizing period all fittings shall be observed for leaks by applying a soapy water solution. The secondary piping shall be capable of maintaining ten pounds per square inch for a one-hour period during integrity testing.

vi. The contractor shall follow the manufacturer’s recommendation that after the primary piping has passed a 60 psig pressure test, the product line pressure should be reduced and maintained at a pressure of 25 psig until all paving has been completed, with OPW pressure gauge assemblies in place on each line for daily observation and verification that the pipe is holding pressure.

vii. Pressure gauge assemblies for testing shall be calibrated prior to use and be equipped with the proper pressure safety valve as recommended by piping manufacturer’s testing procedures.

viii. Termination of product lines shall be within containment sumps with proper sealing of the ends to prevent water, liquid and debris from entering the sumps.

ix. All containment sumps shall be capable of passing a hydrostatic water test to ensure that the sumps are product and vapor tight.

e. Submersible Turbine Pump

i. Pumps shall have an explosion-proof motor that is electrically compatible with the local power service and shall carry UL listing.

ii. Pumps shall have standard 4" NPT tank fitting.

iii. Upper assembly shall contain all functional elements, check valve, air eliminator, expansion relief valve, siphon nozzle and venturi, siphon check valve and pressure test screw.

iv. The entire assembly shall be removable.

v. The pump shall have a thermal overcurrent overload protector with automatic reset.

vi. Capacitors and electric disconnect shall be accessible.

vii. Lower assembly shall consist of permanent split-phase capacitor motor, 25% glass-filled

"Celcon" impeller and diffuser.

viii. Impeller shall be hydraulically balanced providing a positive and evenly distributed drive.

ix. The pumps shall be designed or equipped so that no part of the system shall be subjected to pressure above its allowable working pressure.

x. Pumps shall be designed for Class 1, Group D atmosphere.

xi. Pump shall be cooled and lubricated by discharging the pumped fluid into the storage tank regardless of dispensed quantity.

xii. An isolation valve (ball valve) shall be installed in an assembly connecting the pump to the product line to facilitate isolation of the product line during tightness testing.

xiii. The contractor shall size the pumps for 8 to 10.0 gallons per minute flow rate at the nozzles.

f. Manufacturer of Pumps: Red Jacket or FE Petro or equivalent (reference paragraph 2.2(e) for minimum required salient characteristics).

i. Mechanical Completion, Testing, Commissioning, and hand over. Contractor shall plan and install and complete all equipment and system. AAFES personnel shall be involved at all testing and commissioning stages. Contractor shall assist AAFES in commissioning and start-up of the whole system.

2.3 Existing Conditions

a. The Gas Station is operational around the clock, at all hours of the day and night. All the storage tanks are placed underground. The tanks have concrete covers. The route of interconnecting piping and cables are not clear. They are buried. The drawings and sketches of existing facilities are enclosed in Annexure for information only. Contractor must verify them during construction.

Contractor must plan a safe and efficient route of the cables and product piping.

b. The government assumes no responsibility for errors or misinterpretations arising from the drawings and sketches provided, as they are intended solely for informational purposes. The contractor is obligated to perform all necessary work to meet the specified requirements and should not solely rely on the government's drawings and sketches. It is essential for the contractor to independently verify the accuracy of the information during the construction process.

2.4 Concrete

Reinforced concrete slab of minimum 3500 psi and minimum thickness 12” must be laid over underground storage tanks.

2.5 Specialties- Contractor Experience & Licensing

a. This is a petroleum handling facility project. Contractor shall certify that their (or their installation sub-contractor) has at least Four years of experience installing retail underground fuel storage tanks and dispensing equipment.

b. Contractor’s fuel system installer and fuel system electrician shall have prior experience with retail fuel systems and related equipment. As evidence of this experience, a list of the most recent three fuel system installations performed by this contractor with complete descriptions of the location, the project name, and the equipment installed, and date of project shall be submitted to the CO prior to award of contract.

c. Contractor shall certify that their (or their installation subcontractor) is a certified installer and/or authorized service Contractor for the following equipment manufacturers, as applicable to the system being installed:

i. Dresser Wayne.

ii. Veeder-Root

iii. Red Jacket

iv. OPW

v. Containment Solutions / Xerxes d Contractor shall also certify that they (or their installation subcontractor) hold all necessary licenses and manufacturer certifications for construction and installation required under this contract at the project location. These certifications shall be submitted in writing to the CO before award of contract. Changing of subcontractors after this certification will require re-certification of the new subcontractor, showing requisite experience and resubmittal to the CO prior to the new subcontractor performing any work on the jobsite.

e. Contractor shall certify that the installation of the petroleum-system-related electrical components will be done by an experienced contractor or subcontractor: This petroleum electrical contractor shall have retail fuel electrical system experience with systems like those installed under this contract. (Petroleum-system-related components are those essential to the legal operation of the petroleum storage, dispensing, leak detection, and emergency equipment.

They include, but are not limited to: dispensers, submersible pumps, pump controllers, leak detection equipment, vapor recovery systems, emergency shut-off switches, controls, and all conduit related to these systems. As evidence of this experience, a list of the most recent five fuel system installations performed by this electrical contractor with complete descriptions of the location, the project name, and the equipment installed, and date of project shall be submitted to the Contracting Officer before award of contract.

f. The licensed, experienced, and manufacturer-certified fuel system installers described above shall remain on-site during all active phases of the fuel system installation. Unlicensed, un-experienced and non-manufacturer-certified laborers may not perform substantial work without a licensed, experienced, and manufacturer-certified fuel system installer present.

2.6 Special Construction

Petroleum handling capability is required.

2.7 Fire Suppression

Contractor must have experience in handling fire suppression systems like the one existing at site.

2.8 Integrated Automation

The contractor must have experience in commissioning the Gas dispensing system.

2.9 DELETED (left for numbering)

2.10 Earthwork

Earthwork shall be required to digging along the instrument cable route, product double walled pipes, dispenser sump and tank area. In the tank area removal of stone/gravel/soil is is also required.

2.11 Process Integration

All the system will require integration & mechanical completion by the contractor. Mechanical completion means all fittings and testing for integrity. The system will have to be commissioned by contractor when the dispensers are installed by AAFES. Final hand over and commercial commissioning will be contractor’s responsibility.

2.12 Process Gas and Liquid Handling, Purification and Storage Equipment.

Comply the requirement as explained elsewhere in the SOW.

2.13 Training of AAFES Personnel

Not included in Contractor’s scope.

2.14 Drawings, Catalogue & Submittals

a. Submit shop drawings/catalogue for the following for approval of CO.

i. Dispenser Sumps

ii. Product piping and fittings

iii. Pump Sumps

iv. Spill Containers

v. Submersible fuel pumps

vi. Underground fuel storage tanks

vii. Tank monitoring / inventory control / release detection system

b. Underground fuel storage tank submittals shall include:

i. A copy of the tank manufacturer’s float-out calculation and dead men design for each tank at this specific location.

ii. Contractor shall submit six copies of shop drawings for each tank of same size.

Drawings shall include all critical dimensions and show locations of all fittings and accessories, i.e., man-ways, hold-down straps, etc. All shop drawings shall be submitted at the same time.

iii. Contractor shall submit six copies of equipment information from manufacturer’s catalog data, installation instructions and calibration charts.

iv. Two tank conversion charts shall be left with the Facilities Manager upon the completion of construction.

c. Contractor shall provide six hard copies of an Operations and Maintenance (O&M) Manual.

O&M Manual will list the manufacturers (including addresses and telephone numbers), make, model and serial numbers of all equipment and systems. Photocopies of equipment warranty registrations shall be included in the O&M Manual. The O&M Manual will be written in simple language and will give the operator information necessary to operate and maintain the system.

Maintenance that is required but not normally performed by the operator will be so noted. The requirement for an O&M Manual may be met by compiling copies of materials provided by the manufacturers of the systems or equipment. This manual will describe all systems and equipment installed by the contractor, including but not limited to:

i. Underground storage tanks

ii. Piping and distribution lines

iii. Tank monitoring and release detection systems

iv. Vapor recovery systems

v. Dispensers

vi. Alarms

d. Six hard copies of the release detection system operation and maintenance manuals shall be provided as follows:

i. The AAFES 4 copies

ii. Contracting Officer/CES —2 copies

iii. Copies of all documents, permits, applications and registrations required State, County, and Local shall be submitted to the Contracting Officer with the As built drawings.

iv. CONTRACTOR TO PROVIDE AS-BUILT DRAWINGS OF COMPLETE FUELING

SYSTEM (4 Copies for AAFES+2 copies for Contracting officer).

2.15 Unattended operation

Contractor is on notice that the facility to be constructed may be used for 24-hour unattended self-service operation if customer service conditions warrant and all appropriate approvals are obtained.

2.16 Pressure Testing of Pumps and Pipes

a. Contractor shall provide for approval the name of the testing company he will use to perform pressure testing of tanks and piping, and startup compliance testing of the Vapor Recovery system per manufacturers' instruction and as specified in this specification. Contractor-retained testing company shall have a minimum of three years of experience in performing such tests for retail fuel stations and shall be responsible for notifying AAFES of the schedule for testing, following proper testing protocol, and prompt notification of test results.

b. Note: AAFES may retain another independent testing agency to observe and monitor the tanks and piping installation and testing performed by the contractor and his testing agency. AAFES-retained testing agency shall have access to the site, work area, shop drawings and results of testing during the construction period. Any testing conducted by AAFES-retained testing agency is separate and independent of the contractor’s requirements and SHALL NOT be considered a substitute for any tests required to be performed by contractor. The Contractor’s site superintendent will be notified of any independent testing schedule so that the Contractor may ensure their representative’s presence during any such test procedure.

2.17 Pipe fittings and Specialties

a. All pipes, fittings, appurtenances, man-ways, accessories, and valves shall be provided by the Contractor after submittal to the CO of shop drawings showing manufacturer and model number of each.

b. All-metal flex connectors shall be used in all dispenser containment sumps and be as shown in the drawings with all-metal tubes (no Teflon), hose ends, galvanized malleable iron nipples at both ends affixed with crimped fittings, maximum overall length 24".

c. Aboveground vent piping shall be schedule 40 galvanized steel pipe with 150 lb. malleable iron screw fittings and couplings. Joints shall be connected using appropriate adhesive/sealant compatible with gasoline, alcohol-gasoline blended, and reformulated fuels. Vents shall be a minimum of 12 feet above finished grade or 24 inches above the building exterior wall. Vents shall be mounted (as shown on the drawings) to the building exterior wall or braced to stainless steel or galvanized steel pole which shall extend to 12 inches below the top of the vent. Vents shall be primed and painted with two coats of rust inhibiting paint in a CARB-Approved color that has been approved by the CO.

d. Underground vent and vapor recovery piping (if required) shall be Underwriters Laboratory, Incorporated approved rigid fiberglass-reinforced plastic (FRP) pipe with molded fittings and adapters.

e. Provide buried warning tape or line markers for all underground piping to allow for verification of the piping location in the future. Fill piping and vapor recovery risers shall be schedule 40 galvanized steel piping. As a minimum, couplings and fittings should be 150-pound malleable iron. A thread sealant certified for petroleum service should be used for all fittings. Sealants certified for methanol and other fuels (for example, Ultra-low Sulfur Diesel (ULSD), ethanol and MTBE blends) should be used when these substances are to be placed in the UST system.

Projects being built where there are containment requirements for fill risers shall comply with that requirement.

f. Contractor shall provide OPW deep burial tank sumps. The tank shall have containment collars.

Contractor shall provide man-way covers as shown on the drawings or as required. Each man-way cover will be API color-coded with matching skirt, stabilizer kit and locking mechanism.

Lifting tools will be supplied for each man-way by contractor. An FRP ID plate will be provided by the manufacturer for each man-way. The ID plates will specify the tank number, tank capacity, and product type. The man-way cover assembly shall be as shown on the drawings.

2.18 Tank Inventory Control and Release detection System

Existing console shall be reutilized. Existing Veeder-Root TLS-450PLUS (860091-301) with integral printer and full 8-inch WVGA LCD color touch screen display shall be reused. All related components shall also be reused. The Veeder-Root system consists of tank inventory control, release detection system (for tank, piping, and all sumps), control console, integral printer, tank probes, hydrostatic interstitial tank monitoring probes, sump sensors, fittings, etc., for a complete and operating system.

Part numbers may change or the system configuration may require additional items. Contractor must insure that modules, switches, sensors, etc, are adequate for a complete and working system that will meet installation and compliance requirements for the facility as constructed.

2.19 Sump & Piping

a. The sumps and accessories shall be chemically comparable with products to be stored (gasoline, gasoline with 9.5% oxinol, gasoline with 5% methanol and co-solvent, gasoline with 15% ethanol, and gasoline with 20% MTBE as well as ultra low sulfer diesel fuel).

b. All joints, connections, covers, pipe and conduit entries (including angular entries) shall be liquid-tight.

c. Sumps shall not be deformed by backfill pressure or backfilling operations.

d. The contractor shall furnish and install liquid-tight dispenser containment sumps under the product dispensers, to prevent any leaks or spills from escaping into the environment. The dispenser sumps shall be made of non-corrosive material and shall be compatible with the product being dispensed and with the chemicals and conditions found naturally in the underground environment.

e. Dispenser sumps shall be specifically designed for installation with Dresser Wayne dispensers.

All required stabilizers for shear valves and pipe entry conduits shall be factory-furnished. All sumps shall be liquid-tight to ground and surface water.

f. Dispenser containment sumps shall be as compatible with the piping system selected.

PART 3 GENERAL PROJECT REQUIREMENTS

The Contractor shall provide all supervision, labor, transportation, equipment, and materials; as well as perform all necessary engineering and operations to accomplish the following:

3.1 General Requirements

Provide (1) one Superintendent and (1) one QC Manager. Either of them can be SSHO.

3.2 Basic Performance standards:

Perform daily cleanup of construction site. Remove all construction debris from the work site daily and/or as needed.

Provide protection of existing Government facility and equipment during construction.

Provide all necessary and prudent protection for personnel working in the area according to

OSHA.

Provide protection for communications equipment during work activities. Provide dust protection.

3.3 Requirements of Form 1354

Contractor shall fill out and submit to 11 CES Construction Manager at the end of the construction and prior to close out the Form 1354. The CatCodes can be found at https://usaf.dps.mil/teams/10758/CITCATCODE/Module/Home.aspx

(A hard copy of Form 1354 is enclosed as reference) - Annexure- 2

3.4 Security/Identification

The contractor shall provide to the CO a complete list of Contractor and Subcontractor personnel who will be working on site no later than (1) week prior to the starting date of the Project. This list shall include the name, address; date and place of birth, and social security number of these individuals and shall be on the Contractors’ letterhead. The CO will provide this list to the Security Officer who will issue identification badges to all designated Contractor and Subcontractor personnel. All Contractor and Subcontractor personnel shall be required to possess and wear

Security Identification badges at all times when in the facility. In addition, Contractor and subcontractor personnel shall display valid picture identification, such as current state driver’s license in order to gain entry onto the Installation.

3.5 Work in Security Controlled/Restricted Areas/Facilities

N/A

3.6 Working Hours

All work shall take place during the hours between 0700 and 1630 hours, Monday through Friday except holidays. Any out of normal working hours will be accomplished in a manner and at such times that will cause the least practicable disturbance to the installation and the normal activities of the installation, facility, and work area.

3.7 Access to Work Site after Normal Business Hours

The Contractor shall not enter the work area after normal scheduled work hours. In the event of unusual circumstances that may require access to the work site after normal hours, the Contractor shall notify the Contracting Officer, who must make appropriate arrangements for access.

3.8 Safety

The Contractor shall ensure employees are supplied with and properly utilize safety equipment (i.e., fall protection, gloves, safety boots, safety glasses, hard hats, hearing protection, all PPE).

The Contractor shall follow safe work procedures and ensure personnel near the job site are properly protected from harm.

The Contractor shall establish a safe work zone and establish a safety program to prevent worker injuries. Proper signage shall be utilized to warn personnel of construction hazards. Contractor will follow the US Army Corps of Engineers manual EM 385-1-1.

Contractor will provide all signage, caution tape, etc. required for proper control in and around the Project site. Access points to the facility are available with the stipulation that the areas will also be in use by the users. The access areas will be kept safe, clean, and free from Project materials and debris.

All performance standards in this regard shall comply to latest OSHA requirements.

3.9 Fire Prevention, Safety, and Security

The contractor shall be responsible for ensuring that all construction openings, penetrations, and door and window openings in the work area are secure and weather tight.

All existing systems for intrusion alarm, trouble alarm, fire alarm, and fire suppression shall remain functional at all times. Work which will disturb any suppression or alarm system requires the approval by the Contracting Officer.

All contractor employees shall apply for a DBIDS gate badge and follow associated instructions.

See next section.

The Contractor shall comply with the requirements of National Fire Protection Association regulation, NFPA 241, "Standard for Safeguarding Construction, Alteration, and Demolition Operations" for the handling and storage of combustible supplies, materials, and waste. The Contractor shall insure his employees know how to initiate a fire alarm.

The Contractor shall comply with the provisions of the US Army Corps of Engineers Manual, EM 385 1-1, most recent edition, entitled "Safety and Health Requirements," and all subparts of Code of Federal Regulations 29 CFR 1910, and Code of Federal Regulations 29 CFR 1926, and will take such additional measures as the CO may determine to be necessary for the safety.

Safety Data Sheets (SDS) shall be obtained by the contractor for all hazardous materials to be used in performance of this contract in accordance with Federal Acquisition Regulation FAR 52.223-3. These SDS and an inventory of hazardous material shall be provided to the CO prior to bringing the material on site. MSDS shall be maintained at the job site and available to all employees and inspectors. The contractor must have an active Hazardous Communication Program place for all employees as required by Code of Federal Regulations 29 CFR 1910.1200.

For entry into confined spaces such as manholes and vessels the contractor is required to present a confined space entry program in accordance with Occupational Safety and Health Administration OSHA Title 29 of the Code of Federal Regulations 1910.146. The program must be approved by the Contracting Officer. The contractor shall perform gas free testing prior to entry by any personnel. All personnel shall use tripod and harness devices when entering manholes.

The Contractor shall establish and adhere to a Lockout and Tag-out program that effectively disables machinery, utilities, and equipment to prevent unexpected energization, start-up, and release of stored energy. The Lockout and Tag-out program shall comply with the Code of Federal Regulations 29 CFR 1910.147, Control of Hazardous Energy, and the National Safety Council.

The contractor is responsible for the installation and maintenance of vehicle and pedestrian barriers at the perimeter of the work areas as needed for safety and security.

3.10 Base Access Requirement – DBIDSGATE

The DBIDSGate Program (the Program) is an enterprise identity management and perimeter installation access control solution. The Program is designed to manage commercial vendors, contractors, sub-contractors, suppliers and service providers (vendors/contractors) not authorized to receive a Department of Defense (DoD) Common Access Card (CAC), regardless of how they access the installation, e.g. on foot, personally owned vehicle, delivery vehicle, semi-truck etc.

The Program participants will be enrolled, vetted, credentialed, and their access privileges to USAF installations will be regularly and electronically updated, verified and documented upon each ingress at all perimeter ECPs. Only those individuals who meet the requirements set forth in Directive Type Memorandum (DTM) 08-003, “Next Generation Common Access Card (CAC) Implementation Guidance”, dated 1 DEC 2008 (specifically the card issuance and vetting requirements), will be issued a CAC.

Participation in the Program is not mandatory however; vendor/contractor employees not participating in the Program will be subject to the following:

Must be processed at the Visitor Control Center, under local and higher directive procedures.

Will meet the requirements as set forth in OPNAVINST 1752.3; POLICY FOR SEX

OFFENDER TRACKING, ASSIGNMENT AND ACCESS RESTRICTIONS WITHIN THE

USAF.

Will be checked against the local no entry and debarment lists.

Will undergo other such additional checks as required by federal directives, DoD policy.

Will receive a locally produced credential/pass that is valid for only one (1) entry onto the installation.

Will have limited Entry Control Point (ECP) access (generally 1 ECP specified for Program non-participants).

Will have significantly reduced hours of access to the installation.

Will not be issued a CAC unless authorized by DoD policy and a valid requirement for physical access to USAF installation(s).

JBAB uses a Trusted Agent (TA) methodology regarding vendors/contractors who participate in the Program. On every ingress through a perimeter ECP, vendors/contractors participating in the Program will present their DBIDSGate credential, ECP personnel will scan their credential which will result in the verification of the credential, general access privileges and specific access profiles (time of day, day of week) for that installation. Further, ECP personnel may biometrically authenticate (using a fingerprint scan) the person presenting the credential to ensure that this is the same person who registered into the Program.

Company Enrollment and Vendor/Contractor Employee Registration Process

When the Program is initially implemented and from that point forward, the installation will identify an Approved Facility Contact (AFC) who will identify and approve installation and tenant organization TAs. The installation and tenant organization TAs, will provide the Program a list of approved vendor/contractor companies and (for each company) the name of their designated DBIDSGate Company Administrator (RCA). Once the list of approved vendor/contractor companies has been provided to the Program, only those companies may enroll. Once enrolled, those companies may direct their employees to register into the Program. For those vendor/contractor companies not included on the original approved vendor/contractor company list the following applies:

Vendor/contractor companies must obtain a specific installation/tenant organization TA.

The TA then advises the AFC (normally, Force Protection/Physical Security Specialist or the Visitor Control Center Supervisor).

The AFC or TA then approves the vendor/contractor company for addition to the approved vendor/contractor company list.

Once the vendor/contractor company is approved, they may then enroll with the Program.

The vendor/contractor company provides the Program with an approved employee list.

Vendor/contractor employee(s) then register into the Program utilizing a self-registration kiosk, generally located in the Visitor Control Center. The registration process captures, name, DOB, photo, fingerprints and other information to facilitate background screening and manufacture of a credential. Persons registering must also declare if they are a U.S. Citizen or a non-U.S. Citizen.

The Program conducts a background screening on each vendor/contractor employee.

If the vendor/contractor employee clears the background screening, the Program so notifies the vendor/contractor employee that their DBIDSGate credential is ready for issuance. The Program creates and sends the DBIDSGate credential to the Visitor Control Center or other designated location for issuance.

When the vendor/contractor employee arrives at the Visitor Control Center for DBIDSGate credential issuance, the Visitor Control Center personnel must validate an individual’s identity and biometrically authenticate their enrollment into the system. To validate identity, the vendor/contractor employee must present one document from List A or if unavailable, two documents from list B. The lists of acceptable documents may be found in Form I-9, OMB No.

1115-0136, Employee Eligibility Verification. These documents must be reviewed and deemed authentic to the satisfaction of the Government agent. To biometrically authenticate enrollment into the system, the credential WILL be scanned and the fingerprint biometric captured utilizing the handheld device provided with the system. Once the vendor/contractor employee’s identity has been validated and enrollment into the system biometrically authenticated, the RAPIDGate credential is issued. In the case of a U.S. Citizen, the credential will have a “green stripe”, in the case of Non-U.S. person (Foreign National); the credential will have a “blue stripe”. The credentials will be NIST-Special Publication 800-104 Aligned Topography and a FIPS PUB 201-1 Process Aligned.

If a vendor/contractor employee fails the background screening, the employee and their company are advised in writing. Reasons for failure of the background screening and denial for participation in the Program may include but are not limited to:

a. Identity verification failure

b. Any felony conviction

c. Registered sex offender

d. On a terrorist watch list

e. Any outstanding federal, state or local criminal warrant.

If the vendor/contractor employee passes the background screening process, the DBIDSGate credential that is issued to the vendor/contractor employee is valid for one year. Throughout the year, the vendor/contractor employee must continue to meet background screening standards.

Periodic background screenings are conducted to verify continued Program participation and installation access privileges.

3.11 Environmental Standards

The Contractor is required to comply with JBAB 11 CES/CEIE Environmental Standards and implement the appropriate sections that are applicable to the scope of this Task Order. The Contractor must comply with all federal, state, and local environmental laws and regulations in carrying out tasks associated with the project.

The Environmental Standards are located in the following link;

https://usaf.dps.mil/:w:/s/AFDW-11CES/CEI/EXysBTGgufxGmCt-S1PxWRAB34-rmx8H4ScSXbpUMNkAjA?e=VcAbpa. The Contractor must request copy of the document to the Government Project Manager assigned to this Task Order and priced the applicable sections of the Environmental Standards in the Contractor’s Proposal.

A hard copy is enclosed as reference. - Annexure-3

3.12 Utility Outage, Excavation, and associated Environmental Requirements

UTILITY OUTAGE: Submit an 11 CES / JBAB Utility Outage request to CO or assigned Government Construction Manager (CM) no less than (4) four weeks before the planned event -unless emergency utility outage is required. Typical utility outage requests (non-emergency) take between 1 to 4 weeks to process through 11 CES, prior to approval, based upon utility type and support availability. Contractor must coordinate/plan/schedule accordingly to support an accurate construction schedule.

EXCAVATION PERMITTING: An 11 CES / JBAB Excavation Permit (Dig Permit) IS REQUIRED if excavation is part of this scope. Any damage to existing streets due to this construction shall be responsibility of the contractor to repair at no additional cost to the Government.

Submit an Excavation Permit application to CO or assigned Government Construction Manager (CM) no less than (4) four weeks before the planned event - unless emergency Excavation Permit is required. Typical Excavation Permit applications (non-emergency) take between 4 to 6 weeks to process through 11 CES, prior to approval, based upon location and support availability.

Contractor must coordinate/plan/schedule accordingly to support an accurate construction schedule.

A DISTRICT OF COLUMBIA DEPT. OF ENVIRONMENT AND ENERGY (DOEE) APPROVAL IS

A PRE-REQUISITE FOR A JBAB EXCAVATION PERMIT, IN ACCORDANCE WITH THE ITEMS

LISTED BELOW:

If the digging is between 50 Square feet and less than 5,000 square feet, then Contractor will provide a sediment and erosion control plan with DC approval prior to excavation. A sediment and erosion control method shall be installed before the start of any excavation and/or construction as per standards and specifications for soil erosion and sediment control for the District of Columbia

(DC).

If the digging is more than 5,000 square feet, the Contractor will provide Stormwater Management Plan, which includes the design of the stormwater Best Management Plan (BMP) with DOEE’S plan approval. Subsequent to DOEE’S plan approval, the BMP will need to be installed per the approved plan. The BMP must be designed to address a 1.7” rainfall, per the Energy Independence and Security Act of 2007 (EISA), which is a requirement for federal projects. This requirement is in addition to the requirement for a Soil Erosion and Sediment Control Plan.

If an on-site inspection reveals further erosion control measures are necessary, the same shall be provided.

Provide, place and remove silt fence as required to prevent soil erosion and as sediment control around the excavation site.

Furnish and place a temporary security fence with wind screen around perimeter of structure for duration of the project.

The Contractor is allowed to require the services of an AE firm to complete the work.

3.13 Waste Management

Debris and excess material shall become the property of the contractor unless otherwise specified by the Contracting Officer. The contractor is responsible for the proper storage, transportation, and disposal of debris and excess material.

Hazardous waste shall be disposed of by the contractor using haulers, treatment, storage, and disposal facilities approved by the Contracting Officer. All hazardous waste manifests must be signed by the JBAB Environmental Division. Contact the CO at least 24 hours in advance to arrange for signing of manifests. Management of hazardous waste containers shall comply with Code of Federal Regulations 40 CFR 265.170-265.177. All hazardous waste containers shall be labeled with the following information: generator name, address, Environmental Protection Agency (EPA) identification number; EPA waste number; and accumulation start date. Information shall be either put on a weatherproof label or directly on the drum.

Copper debris shall be delivered to JBAB Recycling Center. Remove all other solid waste from Government property to a regulated landfill or to a company engaged in the recycling of the specific material. Contractors are encouraged to recycle solid waste.

The Contractor shall comply with all Federal, State and Local fire, safety and environmental regulations which include but is not limited, Occupational Safety and Health Administration standards, and Environmental Protection Agency regulations.

3.14 Disposal of Rubbish, Construction Debris, and Garbage

Debris receptacle provision and removal of any debris is a contracted requirement. Government base waste receptacles shall never be permitted use for construction debris disposal and/or removal.

Solid waste is defined as any rubbish, debris, garbage, or any other discarded solid material (except hazardous waste) as defined by Code of Federal Regulations 40 CFR 261. All Solid waste shall be removed from government property. Remove all solid waste from government property to a regulated landfill or to a company engaged in the recycling of the specific material.

The contractor shall recycle all construction/demolition debris to the maximum extent possible. Per DoDI 4715.23 and AFMAN32-7002 Chapter 6, JBAB is required to report tonnage of C&D waste removed from base, the total cost of waste removal, as well as the tonnages landfilled, recycled, and/or sent to a waste-to-energy facility. This information should be reported monthly for the duration of the project. The contractor shall send the monthly tonnage reports (no later than the 5th day of the following month) for the previous month’s data.

The contractor shall report the tonnage of the items recycled, the tonnage disposed of by landfill, the tonnage disposed of by regular incineration, and the tonnage of waste-to-energy incineration to the 11CES Construction Manager, the Contracting Officer, and CEIE (11 CES Environmental Dept.) Solid Waste and Recycling Contact by the 5th day of each month during the period of performance. The CEIE Solid Waste and Recycling Contact for tonnage reporting is Amberleigh Ray amberleigh.ray@us.af.mil (904) 861-4882.

3.15 Contaminated soil

During digging, if soil is found to have sheen or POL odor, please observe the following procedures:

Construction projects that occur in…