DOV-TCM-PWS-20170502_Am0001.pdf

Performance Work Statement (PWS) Temperature Compensation Meter (TCM) Replacement at

Dover AFB, Delaware Revised 2 May 2017

Part 1

General Information

1. GENERAL

This is a non-personnel services contract to install a commercial-off-the-shelf product, Temperature

Compensated Fuel Meter. The Government shall not exercise any supervision or control over the contract service providers performing the services herein. These such contract services providers shall be accountable solely to the Contractor who, in turn, is responsible to the Government.

1.1 Description of Services The Contractor shall provide all personnel, equipment, supplies, facilities, transportation, tools, materials, design drawings, construction supervision, non-personal services, and other items necessary to execute the replacement of TCM(s) as defined in this Performance

Work Statement (PWS), except for those items specified as government furnished property and services. The Contractor shall perform, provide, and complete all work to all standards outlined in this contract.

1.2 Background

Defense Logistics Agency – Energy (DLA-E) has identified the primary method for measuring and obtaining the net quantities of fuel received from supply contractors at DoD Installations The primary purpose of this initiative is to provide an accurate inventory management utility to DoD Installations.

The use of TCMs will provide the capability of an Installation to output logistical fuels data to a future automated information management system, and will increase accuracy and accountability of product inventories, notably during the receipt of aviation fuel. Accurate monitoring and effective accounting for fuels data is essential for DLA-E provide the capability of delivering effective warfighter support at optimal cost.

1.3 Scope

See Part 5 Specific Tasks.

1.4 Site Information

a. Dover AFB, Delaware

1.5 Period of Performance (PoP)

The total Period of Performance for all deliverables required to complete the project site(s) identified in this PWS shall not exceed 270 days. The PoP shall begin once Notice to Proceed (NTP) is issued by the

USACE Omaha Contracting Officer (KO) and/or Contracting Specialist to the successful bidding contractor. The contract award date shall be recognized as the official NTP date. Requests to extend the

PoP are required to be submitted in writing to the USACE KO no later than 30 days prior to the expiration of the original, agreed upon PoP date. Any further requests submitted less than 30 days of the PoP expiration date shall be considered and thereafter approved at the discretion of the KO, Contracting Specialist, and USACE Project Manager.

1.6 Quality Control

The Contractor shall develop and maintain an effective Quality Control Program (QCP) to ensure services identified in this PWS are performed in accordance with recognized industry standards. The QCP shall be the method by which the contractor ensures that work performed adequately satisfies these requirements. The QCP shall be provided to USACE within 21 calendar days following contract award. A comprehensive, written QCP shall be submitted each to the KO, Contracting Specialist, and USACE

Project Manager within 5 business days of any subsequent changes made to the initial QCP. The

Contractor shall receive an acceptance letter, in written form, from the KO regarding approval of any proposed change to the QCP.

The government shall evaluate the performance of the Contractor under this contract in accordance with the Quality Assurance Surveillance Plan (QASP). This plan is primarily focused on the Government requirement to ensure the Contractor has effectively completed the required tasks in accordance with the performance standards as identified in this PWS. These standards define how the performance standards will be applied, the frequency of surveillance, and the minimum acceptable defect rate(s).

Fueling system and Temperature Compensated Meter related designs developed for this scope of work shall be free and absent of known deficiencies, violations of industry standards, and general fueling system functionality errors. The Contractor shall develop and implement processes and procedures to identify and prevent recurring defective services and system deficiencies which may or may not have been identified in the initial scope of work provided. Any deficiencies identified during the predesign and design process which have potential to negatively affect the operability and functionality of the effected fueling system both before and after the implementation of the TCM required by this projects are to be immediately reported to the KO, Contracting Specialist, and/or USACE Project Manager.

1.7 Recognized Holidays

To minimize the impact on mission requirements with regard to providing continuous fuel supply and operations, the Contractor shall anticipate performing services on weekends and federal holidays, unless directed otherwise. A list of recognized holidays is provided below.

New Year’s Day

Birthday of Martin Luther King, Jr.

President’s Day

Memorial Day

Independence Day

Labor Day

Columbus Day

Veterans Day

Thanksgiving Day

Christmas Day

1.8 Hours of Operation

The Contractor is responsible for coordinating any anticipated, on-site activities with the USACE PM, USACE PE, and designated POC at each effected DoD installation at a minimum of five (5) working days prior to performing such activities. Any planned activities that disruption an installation’s ability to readily provide and maintain fuel operations shall be coordinated with the USACE PM, USACE PE, and installation POC at a minimum of five working days prior to any construction activities and is contingent upon the approval of such activities by the installation. Any fueling system may not be out of service for more than of 48 hours per Project Site, pending approval by an authorized Department of Public Works representative at each installation. The Contractor shall anticipate performing on-site work related activities during weekends and recognized federal holidays in order to minimize any potential system downtime. All work shall be coordinated within the hours of 0800-1630 Monday thru Friday, except

Federal holidays, weekends, local or national emergencies, administrative closings, or similar

Government directed facility closings. The Contractor shall coordinate weekend work hours with the

USACE Project Manager, Contracting Officer, Contracting Specialist, and any other relevant installation

POC.

1.9 Maintain an Adequate Workforce

The Contractor must at all times maintain an adequate workforce for the uninterrupted performance of all tasks defined within this PWS. When hiring personnel, the Contractor shall keep in mind that the stability and continuity of the workforce are essential.

1.10 Type of Contract

The government will award a Firm Fixed Price (FFP) contract.

1.11 Security Requirements

A valid, state issued driver’s license is required for any individuals operating a motor vehicle while entering a DoD Installation; a valid state ID will suffice for individuals which are not operating a motor vehicle.

Temporary passes may be provided to the Contractor for a limited period once the contract is awarded when the Contractor presents the contract documents and letter from government representative authorizing each individual driver with a letter.

In order to obtain access to the fueling systems and fuels related facilities at DoD Installations, the

Contractor shall coordinate with the Installation a minimum of seven (7) days prior to the expected arrival on site. The Contractor shall also provide a roster of all individuals requiring access and vehicle information to the primary POC at each project site.

1.11.1 Access and General Protection/Security Policy and Procedures

All Contractor and all associated sub-Contractors employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures

(provided by government representative). The Contractor shall also provide all information required for background checks in order to meet installation access requirements to be accomplished by installation

Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements as directed by DOD, HQDA and/or local authorities and policies. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in Contractor security matters or processes.

1.11.2 Escorted in Sensitive and/or Classified Areas

All individuals working under this contract, including sub-contractor employees who are not in possession of the appropriate security clearance or access privileges, will be escorted into areas where containing classified and/or sensitive materials and/or restricted areas.

1.11.3 Pre-Screen Candidates using E-Verify Program

The Contractor must pre-screen Candidates using the E-verify Program (http://www.uscis.gov/e-verify) website to meet the established employment eligibility requirements. The Vendor must ensure that the

Candidate has two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E-verify system. An initial list of verified/eligible Candidates must be provided to the COR no later than 3 business days after the initial contract award.

1.11.4 Physical Security

The Contractor shall be responsible for safeguarding all government equipment, information and property provided for Contractor use. At the close of each work period, government facilities, equipment, and materials shall be secured.

1.12 Post-Award Conference/Progress Status Meetings

The Contractor is required to attend the post-award conference convened by the contracting activity or

Contract Administration Office in accordance with Federal Acquisition Regulation Subpart 42.5. The

Contracting Officer, Contracting Officers Representative (COR), and other Government personnel, as appropriate, may meet periodically with the Contractor to review the Contractor's performance. The

Contracting Officer will apprise the Contractor on how the government views the Contractor's performance and the Contractor will apprise the Government of problems, if any, being experienced.

Appropriate action shall be taken to resolve outstanding issues. These meetings shall be at no additional cost to the government.

1.13 Requests for Information

Requests for information, technical information inquires, and procedures regarding the proposal process are to be submitted via Bidder Inquiry application on ProjNet at https://www.projnet.org/projnet. The

Bidder Inquiry system is used to request and receive information regarding all non-proprietary inquiries.

In order for USACE Omaha to review inquiry items, prospective offerors and vendors shall submit any inquires using the Bidder Inquiry Key presented below and follow the instructions listed below. A prospective vendor who submits a comment/question will receive an acknowledgement of their comment/question via email, followed by a response to the comment/question once it has been processed by our technical team.

All valid and approved Requests For Information (RFI) and responses from the Stakeholders will be made available through ProjNet via the Bidder Inquiry application. Access instructions are listed below.

The Bidder Inquiry Key is: ICRCMG-3CRSNK

1.13.1 Registration for ProjNet Bidder Inquiry Access

If you are already registered, go to Entering Bidder Inquiries in ProjNet Bidder Inquiry System below.

a. From the ProjNet home page linked above, click on Quick Add on the upper right side of the screen.

b. Identify the Agency. This should be marked as USACE.

c. Key. Enter the Bidder Inquiry Key listed above.

d. Email. Enter the email address you would like to use for communication.

e. Click Continue. A page will then open saying that a user account was not found and will ask you to create one using the provided form.

f. Enter your First Name, Last Name, Company, City, State, Phone, Email, Secret Question, Secret Answer, and Time Zone. Make sure to remember your Secret Question and Answer as they will be used from this point on to access the ProjNet system.

g. Click Add User. Once this is completed you are now registered within ProjNet and are currently logged into the system.

1.13.2 Entering Bidder Inquiries in ProjNet Bidder Inquiry System

a. For future access to ProjNet, you will not be emailed any type of password. You will utilize your Secret

Question and Secret Answer to log in.

b. From the ProjNet home page linked above, click on Quick Add on the upper right side of the screen.

c. Identify the Agency. This should be marked as USACE.

d. Key. Enter the Bidder Inquiry Key listed above.

e. Email. Enter the email address you used to register previously in ProjNet.

https://www.projnet.org/projnet

f. Click Continue. A page will then open asking you to enter the answer to your Secret Question.

g. Enter your Secret Answer and click Login. Once this is completed you are now logged into the system.

h. Follow online screen instructions to enter specific bidder inquiries for the project.

1.14 Personnel

1.14.1 Key Government Personnel

USACE Contracting Specialist:

U.S. Army Corps of Engineers, Contracting Branch ATTN: CENWO-CT (N. Catania) 1616 Capitol Ave Omaha, NE 68102 402-995-2056

Nadine.L.Catania@usace.army.mil

1.15 Contractor Travel

Contractor will be required to travel CONUS to complete the requirements presented in this PWS during the performance of this contract to attend meetings, conferences, and training. The Contractor may be required to travel to off-site training locations and to ship training aids to these locations in support of this PWS. Contractor will be authorized travel expenses consistent with the substantive provisions of the Joint Travel Regulation (JTR) and the limitation of funds specified in this contract.

1.16 Organizational Conflicts of Interest

Contractor and sub-contractor personnel performing work under this contract may receive, have access to or participate in the development of proprietary or source selection information (e.g., cost or pricing information, budget information or analyses, specifications or work statements, etc.) or perform evaluation services which may create a current or subsequent Organizational Conflict of Interests (OCI) as defined in FAR Subpart 9.5. The Contractor shall notify the assigned Contracting Officer, Contracting

Specialist, Project Manager, or Project Engineer immediately whenever it becomes aware that such access or participation may result in any actual or potential OCI. The contractor shall promptly submit a mitigation plan to the Contracting Officer to avoid any such OCI. The Contractor’s mitigation plan will be determined to be acceptable solely at the discretion of the Contracting Officer and in the event the

Contracting Officer unilaterally determines that any such OCI cannot be satisfactorily avoided or mitigated, the Contracting Officer may affect other remedies as he or she deems necessary, including prohibiting the Contractor from participation in subsequent contracted requirements which may be affected by the OCI.

1.17 Project Status Reporting

The Contractor will be required to submit a formal Contract Progress Schedule (CPS) to USACE for review and approval within five business days of contract award. The contractor shall submit monthly mailto:Nadine.L.Catania@usace.army.mil

Contract Progress, Status, and Management Reports providing a review of the overall progress, an updated schedule, and a list of any existing or potential issues.

Part 2

Definitions and Acronyms

2. Definitions

2.1 CONTRACTOR

A supplier or vendor awarded a contract to provide specific supplies or service to the government. The term used in this contract refers to the prime.

2.2 CONTRACTING OFFICER

A person with authority to enter into, administer, and or terminate contracts, and make related determinations and findings on behalf of the government. Note: The only individual who can legally bind the government.

2.3 DEFECTIVE SERVICE

A service output that does not meet the standard of performance associated with the Performance

Work Statement.

2.4 DELIVERABLE

Anything that can be physically delivered, but may include non-manufactured item such as meeting minutes or reports.

2.5 KEY PERSONNEL

Contractor personnel that are used in this PWS to design and install the jet fuel metering equipment.

See paragraph 1.15.b Key Contractor Personnel for additional information.

2.6 PHYSICAL SECURITY

Actions that prevent the loss or damage of Government property.

2.7 QUALITY ASSURANCE

The government procedures to verify that services being performed by the Contractor are performed according to acceptable standards.

2.8 QUALITY ASSURANCE SURVEILLANCE PLAN (QASP)

An organized written document specifying the surveillance methodology to be used for surveillance of

Contractor performance.

2.9 QUALITY CONTROL PLAN (QCP)

A plan showing all necessary measures taken by the Contractor to assure that the quality of an end product or service shall meet contract requirements.

2.10 SUBCONTRACTOR

One that enters into a contract with a prime Contractor. The Government does not have privity of contract with the sub-contractor.

2.11 WORK DAY

The number of hours per day the Contractor provides services in accordance with the contract.

2.12 WORK WEEK

Monday through Friday, unless specified otherwise.

Part 3

Specific Tasks

3. Basic Services

3.1 Plan of Action and Milestone (POA&M)

The Contractor shall develop an initial Plan of Action and Milestone (POA&M) schedule outlining all major tasks and sub-tasks required in accomplishing efforts, services, and deliverable products within this PWS. Include in the POA&M all items that have to be temporarily taken out of service in support of this PWS. Include at a minimum in the POA&M:

3.2 Project Management

3.2.1 Initial POA&M

3.2.1.1 Task A – Project Management

3.2.1.1.1 POA&M

3.2.1.1.2 Equipment and Material Procurement

3.2.1.2 Task B – Site Survey

3.2.1.2.1 Site Survey (Dover AFB)

3.2.1.2.2 Requirements Document (Dover AFB)

3.2.1.3 Task C – Design

3.2.1.4 Task D – Metering Systems Installation

3.2.1.5 Task E – System Training

3.2.1.6 Task F – System Turnover

3.2.2 Monthly POA&M

The Contractor shall

3.2.2.1 Submit bi-weekly the current status of specific tasks identified in the POA&M.

3.2.2.2 Update the POA&M monthly after the initial POA&M has been accepted and base-lined.

3.2.2.3 Ensure the POA&M reflect changes to the PWS tasks as they progress.

3.2.2.4 Ensure that the monthly POA&M updates reflect a detailed accounting of all tasks/efforts, modifications and revisions.

3.2.2.5 Record changes within the note section of the “Task Information”, inclusive of dates.

3.2.2.6 Submit a written letter of explanation for each failure to meet a contractual deliverable date.

3.2.2.6.1 The letter shall state the reason for not achieving the date and the effect on remaining schedule.

3.2.2.6.2 The contractual deliverable dates are defined as the completion dates of the major tasks, not the sub tasks.

3.2.3 Equipment and Material Procurement

The Contractor shall submit a detailed list of all equipment and material, including selected manufacturer, model number, concrete batch test reports, pipe material certifications to the Contract

Specialist for approval.

3.3 Task B – Site Survey

3.3.1 Site Survey

The Contractor shall

3.3.1.1 Perform a design site survey for the sites listed in this PWS.

3.3.1.2 Ensure the personnel performing the design survey are knowledgeable with all applicable reference and specifications documents of this task order, the Requirements Document, and the basic contract.

3.3.1.3 Review all available site and technical data prior to accomplishing the design survey.

3.3.1.4 Interview site personnel to obtain current levels of operational and maintenance requirements/procedures.

3.3.2 Project Requirements Document (PRD)

The Contractor will be provided a baseline Project Requirements Document (PRD). The PRD shall address all conditions or capabilities that must be met or possessed by the system components to satisfy the contract. This Performance Work Statement, industry standards and specifications, and/or other formally imposed document/reference will be used as the basis for requirement.

3.4 Task C – Design

The design shall be performed and signed by a registered professional engineer. This professional engineer will assume the role of Designer of Record (DoR). The design analysis shall include the basis of design, detailed calculations and any additional information required, and the information listed below, when applicable. See Attachment 2 for photos. See Attachment 1 for required deliverables; please note what is required during the proposal phase.

The custody transfer line is owned and operated by a private company. This company will review drawings in addition to the Government.

3.4.1 Civil Site Development

3.4.1.1 Spill Containment Pad and Curbing

Spill containment shall be provided for the fuel meter proving station and meter station. This shall be accomplished by providing a reinforced concrete pad with curb around the perimeter. The concrete pad shall have a minimum thickness of 6-inches and be reinforced with No. 4 rebar at 12” o.c. each way. The concrete curb shall be not less than 6-inches above the top of the concrete pad surface, shall be reinforced with a #4 longitudinal rebar, and the top edges shall have a ¾” chamfer. The pad shall be sized so the perimeter curb is minimum one foot outside the proving station equipment.

Reinforcement shall have minimum yield strength of 60,000 psi. All new concrete shall have a minimum compressive strength of 4000 psi. Expansion joints shall be provided between the concrete pad and any adjacent existing concrete.

All concrete joints shall be sealed in accordance with UFGS SECTION 32 01 19 FIELD MOLDED SEALANTS

FOR SEALING JOINTS IN RIGID PAVEMENTS using silicone sealant meeting ASTM D 5893 COLD APPLIED, SINGLE COMPONENT, CHEMICALLY CURING SILICONE JOINT SEALANT FOR PORTLAND CEMENT

CONCRETE PAVEMENTS.

Slope the floor of the pad at 2% to a low point at the perimeter of the pad where clean storm water can be released. Install a two-inch fuel resistant pipe and lockable ball valve (normally closed) through the curbing to completely drain the containment pad. PVC pipe/fittings are not allowed for this use.

3.4.2 Structural

3.4.2.1 Concrete

Structural concrete shall meet the durability requirements of Chapter 4 of ACI 318-11.

The potential for alkali-silica reaction (ASR) shall be investigated for concrete pavement and all exterior structural concrete. ASR is a deleterious reaction between the alkali in cement and siliceous material present in some aggregates, resulting in damage due to internal expansion of the concrete. The accepted standard for measuring the ASR potential of aggregates is ASTM C1260. This test method shall be performed on all proposed fine and coarse aggregates individually. Appendix XI of ASTM C1260 gives guidance for interpreting test results. Expansions less than 0.10% shall be considered innocuous for structural concrete. When aggregates fail to meet requirements in Appendix XI of ASTM C1260, reject aggregates and select a new source of aggregates for additional testing. Alternatively, a supplemental cementitious material (SCM) such as Fly ash or ground-granulated blast furnace slag may be used as a partial substitute for cement to reduce the measured expansion to 0.10% or less. Testing to determine the appropriate percentage of SCM shall be determined by ASTM C1567. Mixture proportions shall be based on the highest percentage of SCM required to mitigate ASR reactivity. Specific requirements for

ASR testing shall be addressed in the concrete specification. ASR testing requirements for airfield or other heavy-duty pavements are more stringent, and shall comply with UFGS 32 13 11.

3.4.2.2 Reinforcing Steel

Reinforcing steel shall be deformed bars conforming to American Society for Testing and Materials

(ASTM) publication ASTM A615, grade 60, Deformed and Plain Carbon-Steel Bars for Concrete

Reinforcement. Concrete members at or below grade shall have a minimum concrete cover over reinforcement of 3 inches.

3.4.2.3 Structural Steel

Structural steel shall be designed and constructed in accordance with the provisions of American

Institute of Steel Construction (AISC), Specifications for Structural Steel Buildings, 14th Edition. Exterior carbon steel members shall be coated in accordance with UFGS 09 97 13.27 Exterior Coating of Steel

Structures.

3.4.3 Mechanical

Provide a fully functioning meter and meter proving system.

Contractor shall phase the project, in coordination with the installation, to minimize fuel supply issues.

3.4.3.1 Fuel Meter

i. All fuel shall be drained from the existing line in which the meter is to be installed. Open lines shall be blind-flanged.

ii. Modify existing pipe as required to accept new meter.

iii. Provide internally/externally coated Schedule 40 carbon steel piping meeting all requirements within UFGS 33 52 43.13 and UFC 3-460-01. All new piping shall be labeled in accordance with MIL-STD-161. All new piping shall be hydrostatically tested (which can be done off site; paperwork shall be submitted to Contracting Specialist).

iv. Provide pipe supports as required by UFC 3-460-01 and the Type III Hydrant Fuel Standards (https://apps.hnc.usace.army.mil/stddgn/StdIndex.aspx?id=20).

v. Provide a 40 mesh strainer upstream of each meter meeting UFGS 33 52 43.11

vi. Provide two (2) meters meeting UFGS 33 52 43.11 and the following;

i. Liquid Controls Construction Class 2, FMC/Smith, Brodie (or APPROVED equal product)

ii. Housing material: steel

iii. Nominal diameter: 6”

iv. Turbine-type with flow conditioner

v. Accuracy: +/- 0.5% over calibrated range

vi. Nominal continuous flow rating: 1,200 GPM

vii. Maximum Operating temperatures: -10 to 129 deg Fahrenheit

viii. Fuel custody rating

ix. Temperature volume compensated

x. Adjustable calibration

xi. Fuel type: JP8

xii. Standard Buna seal material

xiii. Totalizer type: battery-operated electrical with 6 digits on delivery display, and 8 digits on totalizer. Provide one extra battery for each totalizer.

xiv. Readout units: US gallons

xv. Flange type: ANSI 150 lb

xvi. Bolt material: stainless steel

vii. For sites without a strainer directly upstream of the meter, provide a new strainer upstream of the meter meeting UFGS 33 52 43.11 and UFC 3-460-01.

viii. Provide two (2) flanged spools matching the length of the meter above. Pipe shall meet the requirements listed above. Provide bolts, nuts, and Buna-N gaskets for spools.

ix. Calibrate and certify the meter after installation. A calibration certificate shall be provided to the Contracting Specialist. The Contractor shall notify the party performing the calibration of the meter type and site conditions, so said party can bring the properly sized equipment to perform the calibration.

3.4.3.2 Meter Proving Station

i. Provide and install new meter proving connections and appurtenances as shown on sheet MS515 of the Type III Hydrant Fueling Standards and that meet the following.

ii. Sized for flow stated in Section 3.4.3.1.

iii. Connections shall be placed downstream of meter

iv. All piping work shall be fabricated off site so as to limit disruption to fueling operations.

v. New piping shall be internally/externally coated Schedule 40 carbon steel piping meeting all requirements within UFGS 33 52 43.13 and UFC 3-460-01. All new https://apps.hnc.usace.army.mil/stddgn/StdIndex.aspx?id=20 piping shall be labeled in accordance with MIL-STD-161. All new piping shall be hydrostatically tested (which can be done off site). External pipe coating shall match existing pipe color.

vi. Valves in “T” connections and between “T” connections shall be of the double block and bleed (DBB) type and meet UFGS 33 52 43.13.

i. The DBB valve between the connections shall be provided with a lock and be locked open.

ii. The valves shall have internal thermal relief.

vii. Provide camlock fittings (A 6-inch 150 flange with a Quick-Open C-L Flange

Coupling quick connects) with dust caps at the end of each meter proving connection.

viii. Provide pipe supports as required by UFC 3-460-01 and the Type III Hydrant Fuel Standards.

3.4.3.3 Meter Bypass Loop

i. Provide a 6” bypass loop around the meter. See Photos for concepts. The bypass shall be outfitted with DBB valves and thermal relief around isolated sections.

ii. Piping shall meet Section 3.4.3.2,v.

iii. Provide manual air vents downstream of bypass loop.

3.4.3.4 Custody Transfer Valves

i. Relocate two (2) custody transfer valves at the receipt locations. This shall be done prior to the work on the meters and meter proving stations. See

Attachment 2 for Photos. Pipe shall meet Section 3.4.3.2,v.

3.5 Task D – Meter Installation

The Contractor shall install the meters in accordance with the approved design. The Contractor shall follow the approved design when installing and/or modifying meters, meter skids, new permanent meters, and meter provers.

The Contractor shall coordinate with base personnel to determine the best time to install the new equipment. The Contractor is not to provide temporary fueling systems during installation.

3.6 Task E – System Training

The Contractor shall provide on-site training based upon the requirements listed in this PWS. Training manual shall provide, at a minimum, Setup of Equipment, Configuration of Equipment, Operation of

Equipment, Calibration of Equipment, Troubleshooting of Equipment, Maintenance of Equipment, and

Meter Proving. The Contractor shall use this manual to train base fuels personnel.

3.7 Task F – System Turnover

The Contractor shall provide, at a minimum, the following on CD-ROM or DVD-ROM:

3.7.1 System Turnover Meeting Minutes

3.7.2 Turnover Document (inclusive of design documents, submittals, QC documents, DD1354, O&M

Manuals, on-site calibration documentation, warranty manuals, as-builts, training, system acceptance test, inspection reports with punch-list and sign-in sheet, SF-30 signed modifications, RFIs, photos (four maximum, with one photo showing the equipment data plate), KO

Acceptance Letter, and other items as directed by the Contracting Officer.)

3.7.3 Copies of all Punch Lists

3.7.4 Listing of all Outstanding Items

3.7.5 Copies of Completed and Signed Test Procedures to Include Copies of all Test Results

3.7.6 Binder contacting all Soft Copies of all Site-Related Deliverables

3.8 Contractor Management Reporting (CMR) (Only applies to Army customers)

The Office of the Assistant Secretary of the Army (Manpower & Reserve Affairs) operates and maintains a secure Army data collection site where the Contractor shall report ALL Contractor manpower

(including sub-contractor manpower) required for performance of this contract. The Contractor shall completely fill in all the information in the format using the following web address https://Contractormanpower.army.pentagon.mil. The required information includes: (1) Contracting

Office, Contracting Officer, Contracting Officer’s Technical Representative (COTR) or also known as the

Contracting Officer’s Representative (COR); (2) Contract number, including task and delivery order number; (3) Beginning and ending dates covered by reporting period; (4) Contractor's name, address, phone number, e-mail address, identity of Contractor employee entering data; (5) Estimated direct labor hours (including sub-Contractors); (6) Estimated direct labor dollars paid this reporting period

(including sub-Contractors); (7) Total payments (including sub-Contractors); (8) Predominant Federal

Service Code (FSC) reflecting services provided by Contractor (and separate predominant FSC for each sub-Contractor if different); (9) Estimated data collection cost; (10) Organizational title associated with the Unit Identification Code (UIC) for the Army Requiring Activity (the Army Requiring Activity is responsible for providing the Contractor with its UIC for the purposes of reporting this information); (11)

Locations where Contractor and sub-Contractors perform the work (specified by zip code in the United

States and nearest city, country, when in an overseas location, using standardized nomenclature provided on website); (12) Presence of deployment or contingency contract language; and (13) Number of Contractor and sub-Contractor employees deployed in theater this reporting period (by country). As part of its submission, the Contractor shall provide the estimated total cost (if any) incurred to comply with this reporting requirement. Reporting period shall be the period of performance not to exceed 12 months ending September 30 of each government fiscal year and must be reported by 31 October of each calendar year. Contractors may use a direct XML data transfer to the database server or fill in the fields on the website. The XML direct transfer is a format for transferring files from a Contractor’s system to the secure website without the need for separate data entries for each required data element at the website. The specific formats for the XML direct transfer may be downloaded from the website.

Part 4

Applicable Publications

4. Applicable Publications (Current Editions)

4.1 The Contractor must abide by all applicable regulations, publications, manuals, and local policies and procedures:

AMERICAN CONCRETE INSTITUE (ACI)

ACI 201.1R (2008) Guide for Conducting a Visual Inspection of Concrete in Service ACI 201.2R (2008) Guide to Durable Concrete ACI 211.1 (1991; R2009) Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete ACI 221.1R (1998; R2008) Report on Alkali-Aggregate Reactivity ACI 305R (2010) Guide to Hot Weather Concreting ACI 306R (2010) Guide to Cold Weather Concreting ACI 318 (2011) Building Code Requirements for Structural Concrete

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

AISC 325 (2011) Steel Construction Manual 14th Edition

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE 7 (2010) Minimum Design Loads for Buildings and Other Structures, ASTM INTERNATIONAL (ASTM)

ASTM A6/A6M (2013) Standard Specification for General Requirements for Rolled Structural Steel Bars, Plates, Shapes, and Sheet Piling ASTM A29/A29M (2012) Standard Specification for Steel Bars, Carbon and Alloy, Hot-Wrought General Requirements ASTM A36/A36M (2012) Standard Specification for Carbon Structural Steel ASTM A53/A53M (2012) Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless ASTM A123/A123M (2013) Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products ASTM A153/A153M (2009) Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware ASTM A500/A500M (2013) Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes ASTM A615/A615M (2013) Standard Specification for Deformed and Plain Carbon Steel Bars for Concrete Reinforcement

ASTM A992/A992M (2011) Standard Specification for Structural Steel Shapes ASTM C31/C31M (2012) Standard Practice for Making and Curing Concrete Test Specimens in the Field ASTM C33/C33M (2013) Standard Specification for Concrete Aggregates

ASTM C39/C39M (2014) Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens ASTM C295 (2012) Petrographic Examination of Aggregates for Concrete ASTM C452/C452M (2010) Standard Test Method for Potential Expansion of Portland-Cement Mortars Exposed to Sulfate ASTM C989 (2013) Standard Specifications for Ground Granulated Blast-Furnace Slag for Use in Concrete and Mortars ASTM C1012/C1012M (2013) Standard Test Method for Length Change of Hydraulic-Cement Mortars Exposed to a Sulfate Solution ASTM C1260 (2007) Potential Alkali Reactivity of Aggregates (Mortar-Bar Method) ASTM C1567 (2013) Standard Test Method for Potential Alkali-Silica Reactivity of Combinations of Cementitious Materials and Aggregate (Accelerated Mortar-Bar Method)

AMERICAN WELDING SOCIETY (AWS)

AWS D1.1 (2010) Structural Welding Code — Steel-22nd Edition; Incorporates Errata: 10/2011;

Second Printing

INTERNATIONAL CODE COUNCIL (ICC)

IBC (2012) International Building Code

UNIFIED FACILITIES CRITERIA (UFC)

SERIES 3-300 STRUCTURAL AND SEISMIC DESIGN

UFC 3-301-01 (2013) Structural Engineering, with Change 3

SERIES 3-400 MECHANICAL

UFC 3-460-01 (2010) Design: Petroleum Fuel Facilities, with Change 1, 1 Nov 2013

UNITED FACILITIES GUIDE SPECIFICATIONS (UFGS)

09 97 13.27 Exterior Coating of Steel Structures 05 50 13 Miscellaneous Metal Fabrications 33 52 43.11 Aviation Fuel Mechanical Equipment 33 52 43.13 Aviation Fuel Piping 33 52 80 Liquid Fuels Pipeline Coating Systems 33 52 90.00 20 Welding for POL Service Piping 33 57 00 Bulk Fuel Receiving/Dispensing Equipment 32 01 19 Field Molded Sealants for Sealing Joints in Rigid Pavements

AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

ASME B31 Power Piping

AMERICAN PETROLEUM INSTITUTE (API)

Dover AFB, Delaware Revised 2 May 2017

Manual of Petroleum Measurement Standards

NATIONAL FIRE PROTECTION ASSOCIATION

NFPA 30 Flammable and Combustible Liquids Code (2015) NFPA 30A Code for Motor Fuel Dispensing Facilities and Repair Garages (2015)

TYPE III HYDRANT FUEL STANDARDS

https://apps.hnc.usace.army.mil/stddgn/StdIndex.aspx?id=20

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

Part 7

Attachment / Technical Exhibit Listing

5. Attachment List

Attachment 1– Deliverables Schedule Attachment 2—Photosheet Attachment 3—Example Turnover Report