AFC FST SOW (7).pdf

DB Contract Statement of Work – UST Replacement Sam Nunn AFC, Atlanta, GA April 16, 2020 system.

steel piping with 10,000 gallon tank and all related apparatus to provide a turnkey

. Replace the existing 10,000 gallon fiberglass diesel fuel tank and buried A

4.1 Goals: The goals of the project include, but are not limited to:

4. PROJECT GOALS

. Construction Services including Materials, Labor, and Supervision.B

. Professional Architect/ Engineer Services.A shall include, but shall not be limited to the following:

contract, procured under Design-Build procedures to the successful offeror. The prices

3.1 Lump Sum Contract: The Government contemplates the award of a lump sum

3. CONTRACT TYPE

. Volume 2 - Bid FormsB

. Volume 1- Project Requirements – This Document.A volumes as follows:

2.1 Document Organization: The contract documents have been organized into two

2. CONTRACT DOCUMENTS

● PROJECT TYPE: DESIGN-BUILD

● PERIOD OF PERFORMANCE: 270 CALENDAR DAYS FROM NTP

● PROJECT MANAGER: SHONDA PIPER- CAMERON

● PROJECT NO.: RGA11164

● LOCATION: 61 FORSYTH ST., SW, ATLANTA, GA

BUILDING: SAM NUNN ATLANTA FEDERAL CENTER

● PROJECT TITLE: REPLACE UNDERGROUND STORAGE TANK (UST)

1. PROJECT SUMMARY

SECTION 1 - INTRODUCTION

VOLUME 1 - PROJECT REQUIREMENTS

April 16, 2020

B. Ensure tank(s) are in compliance with all applicable local, state and federal regulations, reputable fuel storage tank (FST) standards as well as GSA policy.

C. As part of the design, the contractor shall provide options for tank configuration and placement. This includes:

● Options for a 10,000 gallon UST, 10,000 gallon Above Ground Tank (AST), or two 5,000 gallon AST’s.

● Tank location with preferences of tank(s) placement as close to the generator room as possible with ability to fill tank(s) without building entry.

● Whether it is more suitable to have shop built AST(s) or field constructed AST(s).

5. STATEMENT OF WORK (REPLACE UNDERGROUND STORAGE TANK (UST))

I. BACKGROUND

A. The Sam Nunn Federal Building currently has the following fuel storage tanks: (1) UST with a capacity of 10,000 gallons, contains diesel fuel, and is constructed of double-walled FRP with interstitial leak detection. Underground piping is constructed of steel and is single wall. It is located in the rear west facing portion of the building near the loading dock.

The UST system was installed at the time that the building was constructed, in about 1995. The UST system is approximately 24 years old. Fuel is pumped from the UST by two submersible turbine pumps (STPs) located side-by-side, inside the UST. The STPs are accessed by way of a containment sump/ manway (STP sump) located on top of the UST. Both STPs operate (turn on and turn off) at the same time when there is a demand for fuel in the generator room. Fuel from the UST is pumped to a day tank located in the generator room. During operation of the generators, a constant supply of fuel from the day tank is supplied to each of the three generators through individual supply lines connected to each generator’s fuel pump. The individual generator fuel pumps continually circulate fuel from the day tank to the generator and back to the day tank via individual return lines. Float switches located inside the day tank turn the STPs on and off, as needed, to maintain the proper fuel level in the day tank. Excess fuel in the day tank drains via gravity back to the UST through a 3-inch return line. Inside the STP sump, the two STPs are manifolded to a single 2-inch steel supply line that feeds the day tank. A 3-inch steel return line from the day tank enters the STP sump and connects directly to the UST.

B. The project is to remove and replace the existing UST listed in paragraph 5.

1. A above. The UST shall be replaced with a new double-walled, fiberglass

April 16, 2020

10,000-gallon tank(s), properly installed. The placement of the tank(s) shall be determined as part of the analysis and design. If located inside the building tank(s) shall be as close to the generator room as possible. Tank(s) will have overfill prevention, containment berm and lockable fuel box/port located outside the building for ease of delivering fuel

C. This project shall be done on a design/build basis.

D. The construction contractor shall procure the services of an A/E firm, which shall design the project to the requirements set forth in this Scope of Work and shall meet all current code requirements. After the design has been approved by all parties, the construction shall proceed.

II. OBJECTIVE

A. Project Description:

1. To fulfill the client/agency (tenant) project requirements.

Contractor’s A/E shall meet with them and learn their concerns and address them in the design.

B. General:

1. To design the project to be most cost efficient. This design shall include, but not limited to all surveys, research, presentations, contract drawings, specifications, calculations and cost estimates necessary to complete this project.

The Contractor shall fulfill the requirements necessary for the removal and disposal of the existing 10,000 gallon UST and the installation of a new double-walled, fiberglass tank(s) with overfill prevention, spill protection and fuel delivery system. Contractor will also install an appropriate fire protection system surrounding the tank(s) to ensure NFPA standards are met. Contractor shall provide all materials, equipment, tools, transportation, permits, disposal, construction documents and shop drawings (as required) to successfully complete the project. Also, the contractor shall provide the coordination, labor, and qualified licensed supervision and insurance necessary to successfully complete the project.

The work shall be designed and constructed in full compliance with the Georgia Environmental Protection Division (EPD) requirements, contract documents, scope of work document, specifications, and drawings, as well as, current national codes, regulations, and applicable trade standards, and GSA

April 16, 2020 requirements including, but not limited to ;

EPA Law - Title 40 CFR, part 280, Title 40 CFR 112, NFPA and all other local and federal environmental laws, especially those pertaining to underground and aboveground storage tanks. This includes the 2015 updates to 40 CFR 280. Ensure that UST is removed according to EPD Regulations and all work meets the notification requirements found in state and Federal regulations

GAC RULE 391-3-15. UNDERGROUND STORAGE TANK

MANAGEMENT and GSA Policy – GSA Order 1095.2 Fuel Storage Tank Management

- September 21, 2016

The contractor will conduct an onsite inspection to verify field conditions, quantities, and measurements to properly design the scope and perform labor associated with project installation.

The contractor shall assign a project engineer or superintendent capable of communicating in both the spoken and written English language to coordinate the work with the GSA project manager.

2. To design the project to be in compliance with all life-safety requirements.

3. To provide for optimum energy efficiency in the completed project.

III. PROJECT MANAGEMENT REQUIREMENTS

A. Contract Parties and Contract Work: The parties to this contract are the Contractor, hereinafter referred to as the Design-Build (DB) Contractor, and the United States Government. For purposes of this contract, the office representing the Government is the General Services Administration (GSA), Southeast Sunbelt Region, Public Buildings Service, hereinafter referred to as the GSA.

The individual authorized to act on the behalf of the GSA in the administration of this contract is the GSA Contracting Officer. The GSA Contracting Officer may delegate certain of his or her authorities to others, and if so, will notify the DB Contractor in writing of the specific authorities delegated to, and limitations placed upon, named authorized representatives. The DB Contractor shall not take any direction, or act upon any information, from individuals other than those having the requisite authority as confirmed by the GSA Contracting Officer’s written notification.

This contract includes both Design Stage services and Construction Stage work, all to be performed by the DB Contractor. Design Stage services include providing Design Concept, Design Development and Construction Document

April 16, 2020 services. Construction Stage work includes performing construction in conformance with the performance specification provided in PBS-P100. The DB Contractor shall proceed with the Design Stage services upon receipt of the GSA notice to proceed with that portion of the work. The GSA will issue a notice to proceed with the Construction Stage work upon completion of the Design Stage services and the GSA approval of the DB Contractor final Construction Document submission.

The DB Contractor shall be the Architect of Record for the project and shall bear all responsibilities and liabilities attendant thereto.

The specific activities, tasks, and deliverables required of the DB Contractor are further delineated in this Statement of Work.

B. Professional Ethics and Standards of Practice: In the conduct of all activities required for or otherwise related to the performance of the contract work, the DB Contractor shall conform to and uphold all established ethical principles and professional standards of practice governing the DB contractor segment of the construction industry, including the International Union of Architects (UIA) Accord on Recommended International Standards of Professionalism in Architectural Practice, the American Council of Engineering Companies (ACEC) Ethical Guidelines, and the tenets of professional ethics contained in the Design-Build Institute of America (DBIA) Design-Build Manual of Practice.

C. Project Delivery Team Roles and Responsibilities: In the performance of the requirements of this contract, the DB Contractor shall work in concert with other parties on the Project Delivery Team. The Project Delivery Team will include other contractors, the GSA personnel, customer agency representatives, and other stakeholders. The GSA will develop, periodically update, and maintain throughout the course of the project, a listing of the Project Delivery Team membership and respective roles and responsibilities. The GSA may engage other parties to perform specialized duties and requirements as appropriate for the project.

Contracting Officer (CO): The Contracting Officer administers the contract and ensures the contractor complies with all terms and conditions of the contract.

The responsibilities of the CO also include but are not limited to:

● Prepare and manage contract documents

● Procure required services (A/E, CM, GC, etc.)

● Lead negotiations with contractors

● Maintain budget records associated with contracts and payments

● Attend project meetings as required

Contracting Officer: TBD

U.S. General Services Administration 77 Forsyth Street Atlanta GA 30303

Project Manager (PM): The Project Manager is the primary point-of-contact for all operational and administrative issues generated throughout the life of the project.

The responsibilities of the PM include but are not limited to:

● Project Initiation/Planning/Controlling/Executing/Closing

● Participate in project planning

● Participate in design-build contractor selection

● Provide overall project coordination

● Manage project team

● Provide oversight and participation in all negotiations

● Develop, craft and maintain relationships with Clients

● Assist in conflict resolution

● Oversee and track scope, schedule, and budget during design and construction

● Ensure the completion of thorough design reviews at every phase of design

● Oversee and manage all phases of design and construction

● Attend progress meetings, design reviews, presentations, value engineering meetings and partnering sessions

Project Manager: Shonda Piper-Cameron U.S. General Services Administration 77 Forsyth Street, Suite G40 Atlanta, GA 30308 404-431-0121 (Cell) shonda.piper-cameron@gsa.gov

Construction Manager (CM): In support of the CO, the Government may enter into a separate contract to obtain Construction Management services to review development of design and monitor construction inspections and tests. The CM shall represent GSA during the course of this project. The CM shall have access to all areas of the construction site, including the DB Contractor’s construction office area. The CM shall also have access to all construction drawings, files, records and test reports.

Construction Manager: TBD

D. DB Contractor Team: The DB Contractor shall provide experts in disciplines listed in PBS-P100, Facilities Standards for the Public Buildings Service, and otherwise required in this section, with credentials as indicated, as they apply to this project. The DB Contractor shall provide sufficient staff of project managers, architects, design engineers, field engineers, superintendents, inspection and testing engineers, scheduling specialists, cost engineers, clerical and accounting personnel, etc. to perform the required work.

April 16, 2020

At a minimum, the DB Contractor key team members shall consist of the following:

● Project Manager

● Architect

● Engineers – Electrical, Mechanical, Environmental

● Major Consultants – Registered Fire Protection Engineer

● Quality Control Manager

● Construction Superintendent

● Safety Program Coordinator

The DB Contractor shall utilize the personnel named in its offer to perform the services required under this contract. In the event that any of the personnel named in the DB Contractor accepted proposal (incorporated into this contract by reference) become unavailable, the DB Contractor shall promptly submit a complete written resume for a proposed substitution, any other information necessary for the GSA to approve or disapprove, and a detailed explanation of the circumstances necessitating the proposed substitution.

In addition to the key team members, the DB Contractor shall provide administrative, clerical, and technical personnel as necessary to perform the services required under this contract.

During the performance of the services required under this contract, the DB contractor shall obtain the GSA written consent before making any substitution for subcontractors and outside associates or consultants specifically identified and agreed to during negotiations.

See FAR 52.236-5, Material and Workmanship, regarding removal of any employee deemed incompetent, careless, or otherwise objectionable.

See also FAR 52.244-4 regarding subcontractors and outside associates and consultants.

IV. SCOPE OF DESIGN AND CONSTRUCTION WORK

A. Contractor is responsible for design, construction and permitting of all activities associated with this scope of work. Design must comply with all local and federal codes and regulations as well as applicable industrial standards. Contractor shall submit the design for the removal of UST, the installation of a temporary fuel storage tank in order to maintain operations of the generator, as well as the installation of the permanent (10,000 gal) double walled fiberglass tank(s) to the COR for review and approval.

April 16, 2020

Please note piping will also be replaced from the UST to the day tank with black iron pipe, if applicable, and meets NFPA and PEI standards, into the existing day tank.

B. Complete all analysis, design, and submissions within 124 calendar days of award.

(D = Design, C = Construction, NTP = Notice To Proceed)

Stage/Phase/Submission Submission Due Within Review Period1

DB Contractor Fixed Price

Duration After

Design Stage Fixed Price (Total)

Design Phase 124

Site Investigative Report 21 D-NTP 14 (*)

Design Concept Submissions 21 Review (*) 14 (**)

90% Submission 30 Review (**) 14 (***)

100% Final Submission 10 Review (***)

Construction Phase 146 C-NTP

Construction Substantial Completion2

Total 270 1Durations and Review Periods listed are in Calendar Days 2To minimize impact to the site, time to permanently close in-place UST (if applicable), sample soil, and install new tank(s) shall be limited to 14 days.

C. The Contractor shall provide design intent and construction documents to reflect this scope, including existing fuel lines within the building and closing of existing fuel lines between generator loop to new line connections.

D. All newly installed lines from new tank(s) to existing piping must be compliant with NFPA and other industrial standards for fuel piping.

E. The Contractor shall provide necessary calculations to ensure proper pressure is being provided in fuel lines in order to deliver adequate fuel between bulk tank, day tank

April 16, 2020 and generator fuel loop. The Contractor shall evaluate existing purifier, day tank and piping for deficiencies and code compliance.

F. Contractor to provide insurance for the work to be performed for the times that it is performed and, if necessary, will be a Georgia Certified contractor.

G. Contractor will prepare engineered drawings as necessary to support the permitting process and obtain any required permits and provide proper notifications according to the EPD and Georgia Regulations.

H. Conduct environmental sampling and prepare a tank closure assessment report as required per EPD regulations. A draft of this report will be provided to GSA for review prior to final submittal to EPD.

I. Install a 10,000-gallon UL2085 double-wall UST or AST(s) as close to the generator room as possible according to PEI RP 1400 standards. The new tank(s) will be tied into the existing supply and return piping system to the existing day tank.

Possible location for AST(s) would be in the loading dock directly behind the existing UST location inside the building.

J. Diesel fuel lines shall be constructed from black iron pipe, if applicable, and meets NFPA and PEI standards.

K. Install a tank filling system that allows fuel to be delivered without entrance to the building including an audible high level alarm, overfill prevention valve, fuel level indicator and spill containment system.

L. Install impervious containment berm/wall around the tank capable of holding 100% of the tank’s content.

M. Install inventory level and electronic leak detection gauges with audible alarm.

N. The piping system shall be flushed before operation of the engine to remove dirt and other impurities that could damage the engine.

O. If necessary, provide fuel for the new tank(s) if fuel from the existing tank cannot be reused due to poor quality. Fuel to be ASTM D975 number 2 diesel fuel.

P. Test the new system for proper operation and tightness.

Q. Disconnect, clean the interior, and dispose of the existing 10,000 gallon UST.

April 16, 2020

R. Clean the underground piping, cap off the lines at both ends, and fill all sumps with dirt according to EPD Regulations.

S. Make the necessary notifications and work plan submissions to EPD UST Division and obtain any required permits. The GSA Fire Protection Engineering staff is the Authority having jurisdiction for the installation of both the temporary AST and permanent tank(s), fire/life safety reviews, and approvals. All UST/AST work still has to conform to EPD requirements.

T. Draft work plan for tank closure (in place) and obtain GSA’s and EPD’s approvals on the plan.

U. Provide a chain link fence of sufficient height and strength to prevent public access to the work site (if necessary).

V. Remove any water that may have gotten into the tank. First look to have fuel provider buy-back existing fuel in the UST. If this is not possible, dispose of the contents of the tank according to federal and Georgia regulations.

W. Close, in place, the UST and any lines. Fill existing tank system with inert material as allowed by Georgia regulations

X. Clean the tanks using a method acceptable to the contracting officer representative and the EPD representative.

Y. Use an organic vapor meter or photoionization meter to test the soil during evacuation and segregate any suspect contaminated soils.

Z. Photograph the soil below the tank after its removal. (All pictures are subject to government review for security protocols.)

aa. Collect soil samples from the excavation as directed by the on-site EPD inspector and/or GSA Project Manager. Plan on obtaining at least four soil samples from the tank:

one from each corner of the existing UST. Underground piping run ust be sampled every 20 feet and at connections joints and fittings. Samples must be analyzed for total petroleum hydrocarbon Gasoline Range Organics and Diesel Range Organics (TPH-GRO, DRO) EPA Method 8015, and EPA Method 8270B SVOC

bb. Contaminated soils must be taken to an approved facility appropriate for the type of waste. Contaminated soils shall be defined as soils not acceptable for backfill within South Carolina, either by Federal or State Laws and regulations.

cc. After approval from the EPD UST Office, fill the tank system with inert material.

dd. Remove all debris and equipment from the site.

ee. The contractor performing work shall ensure that their price includes cost for paying the O&M contractor personnel for all support on the project. Such support could include but is not limited to draining and filling of systems, escorting of contractor personnel (during and after hours), operating or restoring fire alarm systems where placing system in bypass is required, disabling and enabling points are required, setting a fire watch, operating electrical or HVAC systems, tagging out of systems, or any other activity where the O&M contractor personnel are required in order to sequence the project requirements. The O&M contractor hourly price for this support is annotated in the O&M contract bid and shall be provided by the O&M contractor Contracting Officer.

ff. The contractor shall ensure that the emergency generators are available for operations at all times with the exception of cut-over from the existing tank to the temporary tank and when cutting over from the temporary tank to the new tank. During cut-over operations, the contractor shall be responsible for demonstrating the operation of the emergency generator under load before disconnecting fuel lines and after connecting the generator fuel source to the temporary tank and permanent tank.

Cut-over operations shall be coordinated to occur after hours and shall be completed prior to the next building occupied period.

IV. SUMMARY OF WORK

A. Earthwork

1. The contractor shall assess below-grade surfaces for all existing utilities in the affected area prior to excavation.

2. The contractor is responsible for design, permitting, implementation and maintaining compliance with sheeting and shoring plan as well as a soil erosion plan required for this work.

3. The Contractor shall furnish and install sufficient backfill material in order to ensure existing concrete is stable.

5. The Contractor should anticipate that some soil may become contaminated with the work closing out the existing tank and allow for appropriate disposal if this condition exists. Provide unit price ($/per CY) for the remediation

- removal and proper disposal - of contaminated soil. In the bid assume 3 cubic yards. Contractor shall notify the contracting officer if the assumed quantities are exceeded prior to further remediation.

April 16, 2020

6. Contractor shall ensure disturbed area of the loading dock is maintained after the project as it was prior to the project..

B. Mechanical

1. The Contractor shall provide machinery suitable for the installation of a 10,000 gallon tank. The tank must be a UL2085 double-wall tank(s) installed according to PEI RP 1400 standards.

2. The Contractor shall provide and install all the associated equipment related to the storage tank(s) to include fill and vent piping, gauges, probes, sensors, overfill prevention, lockable fill port with spill bucket, etc.

3. The Contractor shall inspect the system for visual deficiencies with new and existing work. Once installed, the new tank must be vacuum tested to ensure the system is “tight”.

4. The Contractor shall commission new and existing systems; Train necessary personnel with operation and maintenance of the fuel storage tank.

D. Electrical

1. The Contractor shall furnish and install conduit and wiring necessary to modify the existing electrical circuitry to connect to the new fuel storage tank(s) and Day Tank.

2. The Contractor shall start-up the system and check for proper operation.

E. Architectural

1. The Contractor shall use double walled piping compliant with local, state, and Federal codes for carrying fuel. New piping shall have directional decals for the fuel routing. The directional decals will be no greater than twenty feet apart and within three feet of valves. Proper placarding will also be placed in areas of the new tank installation.

F. Demolition

1. The contractor shall be responsible for draining and handling of any existing fuel remaining in the UST prior to tank closure or removal. If possible the existing fuel will be sold back to the fuel supplier. If this is not possible, the existing fuel must be disposed of according to state and federal hazardous waste regulations.

Before the contractor permanently closes or removes the existing 10,000 gallon UST that supports the emergency generator, the contractor will install, connect and test a temporary AST with a capacity to hold enough fuel to meet fire and

April 16, 2020 safety requirements. The contractor will provide first fuel delivery to the tank. The contract will supply proper secondary containment to comply with local and federal spill prevention requirements. Upon completion of the permanent fuel storage tank(s) the contractor shall be responsible for decommissioning of the temporary AST and if needed properly handle the fuel remaining in the AST.

This would include selling the fuel back to the supplier, using the fuel to fill new tank(s) or dispose of fuel according to state and federal hazardous waste regulations. The contractor shall be responsible for first fuel delivery for the newly installed fuel storage tank(s). Said delivery shall consist of enough fuel to supply 80% capacity for the fuel storage tank(s) and full capacity for the existing day tank.

2. The Contractor shall close in place the existing UST (if new AST(s) are installed) in compliance with all governmental and local jurisdictional law, standards and regulations.

G. Fire Protection

1. Except as otherwise indicated in referenced programming documents, fire protection and life safety design requirements must comply with PBS-P100, Chapter 7. As provided in PBS-P100 Chapter 7, NFPA 101 is the primary applicable standard. In cases where NFPA is silent on an issue, and IBC addresses the issue, the IBC requirement will apply.

The DB contractor shall have a registered fire protection engineer on the project team. A dialog must be established between the design team fire protection engineer and the GSA regional fire protection engineer. The GSA regional fire protection engineer shall have the right to revise the specific requirements within this chapter based on a technical evaluation/analysis and the project’s specific need.

The contractor shall comply with the latest editions of the International Building Code (IBC), International Fire Code (IFC), Life Safety Code (NFPA 101), Flammable and Combustible Liquids Code (NFPA 30), Standard for Emergency and Standby Power Systems (NFPA 110), and PBS-P100.

2. Depending on direction provided during design (e.g. tank, building accessibility, etc) provide automatic fire protection and fire resistant rated construction separations as required by the International Building Code, International Fire Code, and NFPA 30. Any tank storage accessible from the building shall be considered inside building storage.

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3. Sprinkler protection design density in the immediate area over the new fuel tank location including 15 ft perimeter beyond shall be increased utilizing larger orifice (K-Factor) sprinklers as supported by hydraulic calculations.

Current design density for this area is Ordinary Hazard I (OHI) 0.15/gal./sq. ft.

/min. The desired design density for this area is 0.30/gal./sq. ft. /min. or as close as practicable as dictated by hydraulic calculations utilizing most recent fire pump test. All sprinkler work to comply with the 2019 Edition of NFPA 13.

G. Ventilation

1. Provide ventilation as required by the Occupational Safety and Health Administration (OSHA) Flammable Liquids Standard. - 1926.152(b)(4)(vi).

2. Provide and install a 3530 CFM @ 0.25 in wg, inline exhaust fan (Greenheck BSQ-180 or equal).

3. Provide adequate makeup air.

4. Ensure proper exhaust capacity dependent on final location of fuel storage tank(s).

H. Performance of Work, Contractor Certification, and Responsibilities

In carrying out the described work, the contractor shall meet the following requirements:

1. The contractor must be qualified to work on UST's in Georgia.

2. The contractor shall provide the contracting officer with evidence that the laboratory doing the analyses of the soil samples is certified by the National Environmental Laboratory Accreditation Program (NELAC) American Industrial Hygiene Association (AIHA) or equivalent.

3. Samples will have a turnaround time of 72 hours or less.

4. The contractor shall be responsible for the safety and health of their employees and compliance with Occupational Safety and Health Administration (OSHA) Standards. This includes the Confined Space Entry and Trenching as well as sheeting and Shoring Standards. If the contractor shall enter a confined space, a copy of the contractor's Confined Space Entry Plan shall be provided to the contracting officer prior to the start of work. The contractor shall follow all manufacturers’ instructions and all National, State and Local codes and Regulations, ASHRAE, OSHA, and EPA guidelines regarding the components of the Work (See references*). The Contractor is responsible for obtaining all

April 16, 2020 required permits including sheeting shoring permits, erosion control permits as needed, fuel tank closure and disposal permits.

5. The contractor shall abide by Georgia requirements for advanced notification of the work start date.

6. Contractors shall ensure material or equipment stored on site during the project does not impede with the general functions and operations of the building.

7. Solvents and rags and equipment that are contaminated with them will not be disposed of using GSA receptacles under any circumstance. All such material shall be properly disposed of according to solid and hazardous waste regulations.

8. Contractor is required to determine if the site becomes a temporary small quantity or large quantity generator of hazardous waste and ensure all regulations are fulfilled to meet these requirements.

9. The Contractor is responsible for a thorough DAILY clean-up and removal of any debris created during the performance of this work.

10. The Contractor shall take all necessary precautions to protect surrounding areas and government property from damage.

11. The Contractor shall be responsible for repairing (or replacing) any area or items damaged as a result of the performance of this work. Also financially responsible for any deviations from the laws or guidance that may result in fines or additional costs to the Government (GSA) associated with the installation of the UST.

12. The contractor shall remove all refuse resulting from operations on the site.

In no case shall contractor’s trash or debris be disposed of by transfer to government containers, unless approved by the COR.

13. The contractor will provide the COR with a report, within 15 days of completion of field work, consisting of the following:

a. Description of the work performed.

b. The amount of any residue removed from the tanks.

c. Any manifests that were required from the shipment of material off the site.

d. Closure documents for UST.

e. Soil sample results including the name of the laboratory and the EPA test method used for analysis.

f. Copies of any permits required for this project.

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g. Copies showing receipt of the contaminated soil and/or other derived waste received by appropriate disposal facility.

6. GENERAL REQUIREMENTS

I. Contractor shall provide unit pricing for each individual unit. [UST or AST, Leak Detection System, etc.] The contractor shall provide a complete summary price installation of fuel storage tank(s) and equipment.

II. Complete all analysis, design, and submissions within 124 calendar days of NTP.

III. No equipment shall be de-energized or energized by the contractor.

Contractor shall coordinate all equipment shut down and start-up with the building engineering department at all times.

IV. Contractor shall schedule work in such a manner as to provide continuous uninterrupted building system capabilities at all times.

V. Contractor and Subcontractors shall have prior authorization by the Building security and the Building Management Office. Anyone needing access inside the building will be required to submit a CIWs for escort or temporary background investigation. In the performance of work required under this contract, all DB personnel must present proper identification to gain access to occupied building areas housing federal operations. DB personnel means DB employees and DB subcontractor employees at all tiers. This requirement does not apply to unoccupied building areas under construction, provided that access to any adjacent or surrounding occupied building areas housing federal operations is separately controlled.

DB personnel requiring daily/weekly access to occupied building areas housing federal operations, over a period of 180 days or more, shall undergo background investigations conducted by the United States Government, and will be issued Government-wide standard secure and reliable forms of identification issued by the Federal Government (i.e., federal personal identity verification (PIV) credentials) as required under Homeland Security Presidential Directive-12 (HSPD-12). Credentialed DB personnel must wear their PIV credential cards visibly above the waist at all times while in occupied building areas housing federal operations. DB personnel requiring daily/weekly access to occupied building areas housing federal operations for a period of less than 180 days shall also undergo background investigations conducted by the United States Government for short term access to the building. Escort access is available upon approval for DB personnel requiring access to occupied building areas housing federal operations for up to 15 days during a 6 month period. Those who will be working more than 15 days must complete the applicable fitness determination process.

April 16, 2020

See Contract language for instructions on the processing of credentials and requirements for escort access.

The A-E shall incorporate provisions in all applicable DB subcontracts as necessary to ensure compliance with all security requirements provided in this section.

VI. Contractor shall at all times comply with BOCA, NEC, OSHA, etc. and all applicable laws, ordinances, rules regulations and orders of authority having jurisdiction.

VII. All work areas shall be maintained, cleaned and trash removed each day from the site.

VIII. The work shall be performed during normal working hours from 7:00 AM to 5:00 PM Monday thru Friday unless otherwise directed. [Any disruptive work or delivery shall be performed after hours or on weekends]

IX. Contractor shall at all times protect the work area (floor, roof, wall, supports, etc.) and equipment being repaired.

X. Contractor shall request a fire alarm outage for any cutting, burning or welding in writing with a 72-hour notice.

XI. All work, including survey and on site, investigation shall be coordinated with the Contracting Officer’s Representative.

XII. Contractor shall provide all hoists, cranes, excavators, equipment, dumpsters, etc. necessary for the work, as well as all necessary permits.

XIII Contractor shall provide training to GSA and O&M technical personnel on the proper operation of the newly installed equipment which at a minimum, shall include all modes of operations, maintenance procedures and frequencies, and all safety features. The contractor should anticipate a minimum of 4 hours of training for this effort and the training shall occur at the site after the installation is complete. The O&M manuals and as built drawings shall be available and reviewed as part of the training.

XIV. The contractor shall develop a functional testing plan for the newly installed systems. The testing plan should be submitted to the COR within 30 days of work completion and once approved, shall be used to demonstrate proper system performance to the GSA technical representative(s).

XV. Coordinate with the Building Manager and provide a plan for traffic control for Alabama Street (if needed).

XVI. Complete asbestos pre-alterization assessments for disturbed areas.

7. SUBMITTALS

I. Before any work commences, the Contracting Officer Representative must approve all submittals. Manufacturer's data shall be approved and

April 16, 2020 annotated to show the specific model, catalog number, type and size of each item.

II. Safety and data Sheets (SDS) shall be submitted and copies shall be kept on site at all times during the work.

III. Prepare and submit to the Contracting Officer Representative four (2) set of detailed drawings and specifications of the work. The drawings shall show any existing conditions being modified, designed for new construction, and shall reflect the location and size of repairs specific equipment locations, piping and piping supports, and respective details.

IV. All technical design elements being submitted shall be prepared and stamped by a qualified engineer or designer of record.

V. 1. Project - Design & Construction) Schedule. Microsoft Project.

2. Schedule of values: As a minimum shall reiterate the proposal with separate line items for change orders, these additional line items to include, Bond, Inspections, Demobilization and Cleanup, Closeout Material (As-builts, CDs, Specs etc) Contractor will submit prior to invoicing.

3. Safety Plan

4. Demolition Plan

5. Letter of appointment

6. Subcontractor 1413 Statement and Acknowledgement

6. Construction Material submittals

8. SDS

VI. Contractor include the following

1. Required Pre-construction Submittals

a. Work Plan

b. Site safety and health plan IAW NCR Safety and Health Specification 01546

c. Excavation and material handling plan;

d. Field sampling and laboratory testing plan

e. Tank and piping closure plan

f. Spill and discharge control plan

g. Qualifications

h. Laboratory Services

I. State licensed waste transporter

2. Required Testing Reports

a. Laboratory and field testing reports

April 16, 2020

b. Backfill Material

c. Tank Contents Verification

d. Contaminated Water Disposal

e. Soil Examination, Testing, and Analysis

3. Required Closeout Submittals

a. Salvage Rights

b. Tank Closure Report

8. FEE AND PAYMENT

I. In consideration of the Contractor's performance of the services required under this work order, the Government shall award the Contractor a fixed fee contract.

II. Prior to final payment under this work order, the Contractor shall furnish the Government with a release of all claims against the Government under the applicable portions of this contract other than such claims as the Contractor may accept by description and stated amount of each claim.

III. Any security ID’s issued by GSA or the Tenant Agency for the purposes of this task shall be returned to GSA prior to Final Payment.

9. REVISIONS

I. Prior to Approval by GSA of the documents listed, the Contractor shall correct or revise any drawings and documents without additional cost to comply with the provisions of this document.

II. The government shall not be liable for any additional contractor cost due to changes or revisions in the requirements of these documents, which would increase the scope of services as originally negotiated and agreed to, unless such changes or revisions are authorized and approved by the Contracting Officer in writing. All requests for changes or revisions received by the contractor shall therefore be referred to the Contracting Officer for his or her approval.

10. CLOSEOUT

Not less than seven days (7) calendar days prior to final acceptance of the entire system and the submission of recorded testing and tolerance reports required by this Scope of Work.

10.1 DB Contract Closeout

Provide the following (as a minimum) to the GSA:

● Resolve all remaining Punch List items to the satisfaction of GSA

● Project record documents

● Record of all RFIs and RFI Summary Log

● Complete final cleaning

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● Provide two (2) hard copies and electronic version (PDF) of final as-built site conditions to GSA.

● Provide Manufacturer’s Certifications, O&M Manuals, test results and any required training for equipment in 3-ring bound and a PDF version to GSA’s Project Manager.

● Provide all executed Warranties and Guarantees to GSA.

● Provide As- Builts PDF and DWG files.

● Submit Release of Claims (GSA Form 1142), signed and dated with final invoice to GSA Contracting Officer.

11. REFERENCES*

API PUBL 1628 (1996) A Guide to the Assessment and Remediation of Underground Petroleum Releases

API RP 1604 (1996; R 2010) Closure of Underground Petroleum Storage Tanks

API RP 2003 (2008; 7th Ed) Protection Against Ignitions Arising out of Static, Lightning, and Stray Currents

API RP 2219 (2005; R 2012) Safe Operation of Vacuum Trucks in Petroleum Service

API STD 2217A (2009) Guidelines for Safe Work in Inert Confined Spaces in the Petroleum and

Petrochemical Industries

API Std 2015 (2014) Safe Entry and Cleaning of Petroleum Storage Tanks

EPA 530-R-97-007 (1997) Best Management Practices (BMPs) for Soils Treatment Technologies;, Suggested Operational Guidelines to Prevent Cross-Media Transfer of Contaminants During Cleanup Activities

EPA 600/4-79/020 (1983) Methods for Chemical Analysis of Water and Wastes

P100

GSA Policy – GSA Order 1095.2 Fuel Storage Tank Management - September 21, 2016

40 CFR 280

GAC, Rule 391-3-15. UNDERGROUND STORAGE TANK MANAGEMENT