A07.23_RFQ_W913E517Q0007.pdf

PR W2R2 COLD RGNS RSCH ENG LAB

ENGINEERING RESOURCE BR

72 LYME ROAD

HANOVER NH 03755-1290

TEL: 603-646-4458 FAX:

REQUEST FOR QUOTATIONS

(THIS IS NOT AN ORDER) 1

PAGE OF PAGES

1. REQUEST NO. 2. DATE ISSUED RATING

W913E517Q0007 11-Sep-2017 5a. ISSUED BY

8. TO: NAME AND ADDRESS, INCLUDING ZIP CODE

IMPORTANT: This is a request for information, and quotations furnished are not offers. If you are unable to quote, please so indicate on this form and return it to the address in Block 5a. This request does not commit the Government to pay any costs incurred in the preparation of the submission of this quotation or to contract for supplies or services. Supplies are of domestic origin unless otherwise indicated by quoter. Any representations and/or certifications attached to this

Request for Quotations must be completed by the quoter.

11. SCHEDULE (Include applicable Federal, State, and local taxes)

ITEM NO.

(a)

SUPPLIES/ SERVICES

(b)

QUANTITY

(c)

UNIT

(d)

UNIT PRICE

(e) (f)

SEE SCHEDULE

AMOUNT

% No. %

NOTE: Additional provisions and representations [ ] are [ ] are not attached.

13. NAME AND ADDRESS OF QUOTER (Street, City, County, State, and ZIP Code)

14. SIGNATURE OF PERSON AUTHORIZED TO

SIGN QUOTATION

15. DATE OF

QUOTATION

16. NAME AND TITLE OF SIGNER (Type or print) (Include area code)

TELEPHONE NO.

AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 18 (REV. 6-95)

PREVIOUS EDITION NOT USABLE Prescribed by GSA FAR (48 CFR) 53.215-1(a)

THIS RFQ X[ ] IS [ ] IS NOT A SMALL BUSINESS SET-ASIDE

6. DELIVER BY (Date)

SEE SCHEDULE

AND/OR DMS REG. 1

UNDER BDSA REG. 2

4. CERT. FOR NAT. DEF.3. REQUISITION/PURCHASE

REQUEST NO.

ERDC CONTRACTING OFFICE

HANOVER OFFICE

72 LYME ROAD

HANOVER NH 03755-1290

9. DESTINATION (Consignee and address, including ZIP Code)

7. DELIVERY

[ ]X FOB

DESTINATION

[ ] OTHER

(See Schedule)

19-Sep-2017(Date)

PLEASE FURNISH QUOTATIONS TO THE ISSUING OFFICE IN BLOCK 5a ON OR BEFORE CLOSE OF BUSINESS:10.

217-373-7309KIM D ROBERSON

(Name and Telephone no.) (No collect calls)5b. FOR INFORMATION CALL:

d. CALENDAR DAYSc. 30 CALENDAR DAYSb. 20 CALENDAR DAYS12. DISCOUNT FOR PROMPT PAYMENT a. 10 CALENDAR DAYS

W913E517Q0007

Section A - Solicitation/Contract Form

POINTS OF CONTACT

This purchase order is issued in accordance with FAR Subpart 13.5 – Simplified Procedures for Certain Commercial Items.

CONTRACTOR POC: TBD

TECHNICAL POCs: TBD

CONTRACTING POCs: Kim Roberson – Contract Specialist

(217) 373-3478 Kim.D.Roberson@usace.army.mil

Ashley Jenkins – Contract Officer

(217) 373-7297 Ashley.M.Jenkins@usace.army.mil

** NOTE – FUNDS ARE NOT CURRENTLY AVAILABLE FOR THIS REQUIREMENT. THIS

SOLICITATION IS BEING ISSUED SUBJECT TO THE AVAILABILITY OF FUNDS. ANY

SUBSEQUENT CONTRACT WILL NOT AWARDED UNLESS AND UNTIL FUNDING BECOMES

AVAILABLE.

Section B - Supplies or Services and Prices

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Each

ROLLING THIN FILM OVEN (RFTO)

FFP

Used to measure the effects of heat and air on moving film of semi-solid asphaltic material in accordance with Purchase Description (PD) in Section C.

NOTE: The requirements in DFARS 252.211-7003, Item Identification and Valuation, are applicable for this line item. The contractor shall provide DoD unique identification or a DoD recognized unique identification equivalent.

FOB: Destination

NET AMT

0002 1 Each

BENDING BEAM RHEOMETER (BBRR3)

FFP

To include touch-screen control in accordance with Purchase Description (PD) in Section C.

NOTE: The requirements in DFARS 252.211-7003, Item Identification and Valuation, are applicable for this line item. The contractor shall provide DoD

0003 1 Each

PRESSURE AGING VESSEL

FFP

PAV3, Model H-1640 as in accordance with Purchase Description (PD) in Section C.

NOTE: The requirements in DFARS 252.211-7003, Item Identification and Valuation, are applicable for this line item. The contractor shall provide DoD

0004 1 Each

COMPACT STEEL ROLLER

FFP

Hydraulic as in accordance with Purchase Description (PD) in Section C.

NOTE: The requirements in DFARS 252.211-7003, Item Identification and Valuation, are applicable for this line item. The contractor shall provide DoD

0005 1 Each

MARSHALL COMPACTION MACHINE

FFP

Heavy-duty compactors for asphalt testing in accordance with Purchase Description (PD) in Section C.

0006 1 Each

ULTRASONIC PULSE IMAGING DEVICE

FFP

Pundit, Model PL-200; Ultrasonic pulse echoing/imaging in accordance with Purchase Description (PD) in Section C.

NOTE: The requirements in DFARS 252.211-7003, Item Identification and Valuation, are applicable for this line item. The contractor shall provide DoD

0007 1 Each

ASPHALT DENSITY MEASUREMENT SYSTEM

FFP

The Corelok; Perform 5 standard lab test in accordance with Purchase Description (PD) in Section C.

NOTE: The requirements in DFARS 252.211-7003, Item Identification and Valuation, are applicable for this line item. The contractor shall provide DoD

0008 1 Each

LOAD FRAME AND ACCESSORIES

FFP

Humboldt Model HM-5120 specifically designed to handle Marshall, TSR and SCB applications as in accordance with Purchase Description (PD) in Section C.

NOTE: The requirements in DFARS 252.211-7003, Item Identification and Valuation, are applicable for this line item. The contractor shall provide DoD

0009 1 Each

ASPHALT CONTENT FURNACE (NCAT OVEN)

FFP

Ignition oven for the accurate determination of asphalt content in accordance with Purchase Description (PD) in Section C.

NOTE: The requirements in DFARS 252.211-7003, Item Identification and Valuation, are applicable for this line item. The contractor shall provide DoD

0010 1 Each

GEOKON PAVEMNT PRESSURE CELLS

FFP

Geokon, Model 3500-2-400KPA in accordance with Purchase Description (PD) in Section C.

NOTE: The requirements in DFARS 252.211-7003, Item Identification and Valuation, are applicable for this line item. The contractor shall provide DoD

0011 1 Each

DYNAMIC SHEAR RHEOMETER (DSR)

FFP

Humboldt, Model HA-1635 in accordance with Purchase Description (PD) in Section C.

NOTE: The requirements in DFARS 252.211-7003, Item Identification and Valuation, are applicable for this line item. The contractor shall provide DoD

Section C - Descriptions and Specifications

PURCHASE DESCRIPTION

Description of Requirement Asphalt Laboratory Equipment

A. SCOPE

The United States Army Corps of Engineers (USACE), Engineer Research nd Development Center (ERDC), Cold Regions Research & Engineering Laboratory (CRREL) in Hanover, NH has a requirement for a Contractor to deliver the following:

(Note: items highlighted yellow indicate specific brand name/model required; all other items should meet the specifications listed)

1. The Compact Steel Roller is considered to be the method of laboratory specimen compaction that results in slabs of asphaltic paving materials with properties that most closely simulate those of materials in the highway. Slabs can be compacted to target mixture densities using loads that are equivalent to those of full-scale compaction equipment. This compactor shall be hydraulically powered and controlled by a programmable logic controller (PLC) connected to an HMI (Human Machine Interface), which the operator can use to select the number of passes. A manual pressure control is adjusted to set the required load. The main function of the Compact Steel Roller is to produce slabs for beam fatigue and wheel tracking tests. The item shall have steel wheeled roller segments, and a solid machine frame. Optional heated head for reducing mixture sticking to roller during compaction. Model for compaction of 320 x 260mm (12.6 x 10.2 inch) and 305 x 400 mm (12 x 15.75 inch) slabs. Slab depth from 40 to 135 mm (1.6 to 5.3 inch). Slabs can be used as wheel-tracking specimens, and cored to make indirect tensile test specimens or cut into beams for 4- Point Bending Test. Roller Compactor molds shall fit Cox & Sons Wheel Trackers so that compacted slabs can be wheel-tracked without de-molding. Maximum compaction load of 30kN (6750lbf) per 305 mm (12 inch) roll width (equivalent to largest on-site static rollers). Speed control. Vibrating roller option with adjustable frequency to simulate on-site vibratory roller standard and non-standard test methods.

Specifications of Item Max roller load: 6750 lbf (30kN) over 12" (305mm) roll width. Trolley travel: ±6" (150mm) or ±8" (200mm). Speed variable up to 10 cycles/min. Slab thickness: 1.6 to 5.3" (40 to 135mm). Dimensions: 23.6" x 57" x 74.8" (600 x 1450 x 1900mm). Meets ASTM D04-WK34713, EN 12697-33 STEEL ROLLER standards. 110V 60 Hz Single phase.

2. The PAV3 Model H-1640. Pressure aging vessel is used to simulate in-service oxidative aging of asphalt binder according to procedures developed by the Strategic Highway Research Program (SHRP). The PAV3 consists of a vertical, stainless steel pressure vessel in a stainless steel cabinet with encased band heaters, a precision sample holder for simultaneous testing of ten specimens, a set of ten TFOT specimen trays, a pressure controller, temperature controller, pressure and temperature measurement devices, temperature and pressure recorder, and a specimen loading and unloading tool. Features a compact, benchtop design with integral ASME code section VIII, division 1; 1992 A 93 pressure vessel controlled using a 7", full-color, touch-screen display, which is tilted for greater visibility. Operating pressure is 2.10 MPa (304psi). Temperature is 80 to 115°C (176 to 239°F) and programmable from 50 to 150°C (122 to 302°F). Between 80 to 115°C (176 to 239°F) the tolerance is well within ±0.1°C. Temperature uniformity is ±0.5°C. Pressurization is programmable from 1 hour to 99 hours. This enables AASHTO R28, ASTM D5621, and EN 14769 specifications to be met without any special programming and also enables greater freedom for research and development projects. Real-time graphs are visible from the touch-screen controller while the unit's network-ready modem enables the PAV3 to be controlled from PCs and mobile devices when connected to a network. Data acquisition of temperature, pressure, and time is collected throughout the aging process. Once the aging process is complete, a .csv file can be created and saved via the USB port on the front of the PAV3. Once the .csv file has been created, it can easily be viewed and manipulated in Microsoft Excel or other spreadsheet programs.

Benchtop unit with integral vessel/oven design. 10 (TFOT sample trays included).

Vertical loading parallel within 0.002 in. (0.05mm). Display: 4-line, 20-character backlit LCD display4 function keys, 4 cursor keys, enter/return key. Operating pressure: 2.10 ±0.05 MPa (304 psi). Temperature range: 90°C to 110°C (194°F to 230°F). Temperature control: Platinum RTD; microprocessor-based. Temperature resolution/uniformity: ±0.1°C/±0.5°C. Time and return to set point: 3 hours from ambient/120 min. after preheating and loading of specimens. Temperature protection:

Internal high-limit alarm (135°C/275°F) Thermal shut-down switch (170°C/338°F).

Vessel: Per ASME code section VIII, division 1; 1992 A93. Max vessel pressure: 325 psi (2.24 MPa) at 120°C (250°F). Pressure safety release: 325 psi (2.24 MPa). Meets ASTM D6521-05, AASHTO R28-6, EN 14769 standards. NOTE: Must be Model H- 1640 115VAC 50/60Hz, due to existing power supply.

3. The Corelok is a non-nuclear method of determining SuperPave, Stone Matrix (SMA) and coarse mix asphalt air voids. Performs 5 standard lab tests: Bulk Specific Gravity, Maximum Specific Gravity, Aggregate Specific gravity, Porosity, % Asphalt Content.

The system seals asphalt samples so that the sample densities may be measured by water displacement methods. The samples are automatically sealed in specially designed puncture resistant polymer bags. Densities measured are highly reproducible and are highly accurate. The results are not dependent on material type or sample shape. The Gravity Suite PC software package calculates and manages your data for ease of operation.

Chamber size: 16.75” X 7.25” X 19.6” (425 X 184 X 497 mm) (W X H X Depth).

Seal Bar: 16.0” (406 mm). 0Pump: Busch 1.25 h.p. Vacuum: 29.95” Hg, 1 TORR,

1.33 mbars. Operation: Automatic and controlled by a gauge to 99% of full vacuum.

Filler Plate: 3-3/4” (19mm). Meets: bulk gravity of compacted asphalt samples (ASTM D6752 & AASHTO T331), maximum gravity of loose asphalt samples (ASTM D6857), porosity or permeability of compacted field or laboratory samples (ASTM D7063), and gravity and absorption of fine and coarse aggregates (ASTM D7370). Includes small and large 100pk plastic bags. Power: 120 VAC, 60 Hz.

4. The HM-5120 Loader has been specifically designed to handle Marshall, TSR and SCB applications. Its heavy-duty design and precise stepper-motor control provide a stable platform for years of reliable service. From educational institutions and consulting firms to high-volume commercial labs and construction projects, the HM- 5120 Loader can handle these applications with ease. The HM-5120 is built around Humboldt's integral, data logger with touch-screen control, which allows the load frame to be used as a standalone device capable of full test control and data logging. It can also be controlled by a networked computer at any location with access to the network. In stand-alone mode, the HM-5120 load frame provides a 7" (178mm) touch-screen controller. These new waterproof, touch screens provide colorful, at-a-glance monitoring of testing functions without the use of a computer. Operators can see all the data in several formats at the machine while the test is running. Data can then be transferred to a computer for use with Humboldt's Next Software for report generation.

Load Capacity: 11000 lbf (50kN). Speed range: 2 in/min. 50 mm/min. Two data channels. Platen size/travel: 10"" (254mm) / 3"" (75mm). Data storage: 1000 tests and up to 3000 readings per test. Vertical clearance: 40"" (1000mm). Horizontal clearance: 15"" (380mm). The Load Frame, Marshall and TSR meets the following standards: ASTM D5581, ASTM D6926, ASTM D6931, AASHTO T245, AASHTO T283, BS 598, EN12697-34. NOTE: ADDED ACCESSORIES: HM-2300.100-Load Cell, S-Type, 10,000lbf (50kN). Marshall Module for Humboldt NEXT Software.

Marshall Breaking Head. 4 in and 6 in. H-1351 Semi-Circular Bend Test Breaking Head. HM-2305.10 Linear Potentiometer Transducer, 1.0 inch (25mm) Power: 110v- 60Hz.

5. The asphalt content furnace (NCAT Oven) automatically determines the asphalt content of paving mixtures. Developed by NCAT, the National Center for Asphalt Technology, this furnace is an environmentally-friendly and cost-effective method for the accurate determination of asphalt content. It eliminates the cost and safety concerns of using solvent and solvent disposal plagued by other methods. This ignition method reduces testing time compared to solvent testing methods and features an internal electronic balance automatically monitors sample weight throughout the ignition process and determines endpoint, saving valuable technician time and increasing productivity. To operate, the furnace is pre-heated to the default set point temperature of 538°C (1,000°F) while an asphalt sample is weighed, divided into two screened baskets, and placed into the asphalt content furnace chamber. The sample weight is entered along with a mix design calibration factor, and the test is started with the push of a button. At completion, the system automatically ends the test and prints the results.

Specifications of Item The ignition furnace automatically compensates for weight change due to temperature changes and correction factors can be entered to accommodate unique mix characteristics. Endpoint detection of the test cycle can be user-programmed for a weight loss between 0.01% and 0.5% for three consecutive readings. Test results are computed as asphalt content per total weight of sample, or bitumen ratio per weight of dry aggregate to an accuracy of ±0.11%. A 24 hour/7 day timing function can be programmed to preheat the furnace at any time of day. The modular, refractory embedded heating elements have an extended service life and are easy to replace. An RS-232 port provides data interface with a personal computer for graphical data analysis. Temperature range of the ignition furnace is: 392 to 1202°F (200 to 650°C) and provides 4,800 watt operation. An accurate internal balance monitors weights automatically throughout ignition to within ±0.1 gram. The ignition furnace comes complete with accessory package AY1087X1. This package includes: 4 baskets, 2 trays, 2 covers, handle, cooling cage, insulated plate, gloves, face shield, 4 rolls of printer tape, balance calibration plate and anderol oil. CE-approved. Chamber dimensions: 14"W x 10.5"H x 14"D (355 x 266 x 355mm). Shipping dimensions:

32"W x 32"D x 60"H (813 x 813 x 1524mm). NCAT Furnaces are not supplied with power cords and must be hard-wired directly to a suitable electrical supply or supplied with a cord and plug by the user. Meets: ASTM D6307. 208V 60Hz, 23 amp.

6. The Rolling Thin Film Oven (RFTO) is used to measure the effect of heat and air on a moving film of semi-solid asphaltic material and is an indicator of the approximate change in properties during conventional hot-mixing. The results of this treatment are determined from measurements of the asphalt properties before and after the test.

Through the use of a programmable, temperature controller and a 4-digit, digital display system, along with a solid-state heater and 200-watt heating element, the oven accurately maintains the specified test temperature of ±1°F at 325°F (±0.5°C at163°C).

The oven also features: double-wall construction; door with double-pane viewing window; symmetrical top and bottom vents; air plenum, and squirrel-cage-type 1725 rpm fan. The oven includes a 200 to 14,000 ml/min flow meter, moisture meter, 0 to 100 psi air pressure gauge with regulator, rotating (15rpm) test rack and eight glass specimen jars. Overall dimensions 40"W x 36"H x 26"D (1016 x 3292 x 660mm). A clean, dry compressed air source is required for oven operation.

Double-walled, 16-gauge welded steel exterior 18-gauge corrosion-resistant, stainless steel interior. Insulation 3 5" (89mm) of high density fiberglass. Programmable microprocessor, UL listed. Measured Temperature: 4 digit red LEDs Temperature Set Point: 4 digit green LEDs. Prevents overheating in the event of control failure.

Ambient to 200°C (390°F). Double exhaust vents for dissipation of expended volatile from specimen. Needle valve (long taper). Range 0 - 100 psi. 5/16" dia copper tube.

Meets ASTM D2872, AASHTO T240, CAL #346, EN12591 standards. Digital, 208volts 60Hz

7. The Pundit PL-200 is the first instrument using a new generation and design-protected Touchscreen Unit. It is specifically designed to be used on-site, in harsh environments for a range of applications while providing enhanced measurement modes. The Pundit PL-200 feature a new generation and design-protected Touchscreen. This screen features the highest resolution and sharpest image of any comparable product available in the market. This coupled with a powerful dual-core processor allows the best possible analysis of the measured waveforms. Typically, up to 100,000 A-Scans can be stored on the device. Furthermore, advanced ultrasonic products currently being developed will be directly compatible, extending the application range and making the Pundit Touchscreen a sound future proof investment

Range: 0.1 – 7930 μs. Resolution: 0.1 μs (< 793 μs), 1 μs (> 793 μs). Display: 7" color display 800x480 pixels. Pulse Volt. UPV: 100 – 450 Vpp. Pulse Volt. UPE: 100

– 400 Vpp. Bandwidth: 20 – 500 kHz. Receiver Gain: 1x – 10,000x (0 – 80dB).

Memory: Internal 8 GB Flash memory. Battery: Lithium Polymer, 3.6 V, 14.0 Ah.

Battery Life: > 8h (std. mode). Operating Temp.: -10°C – 50°C (Non-charging).

Humidity: < 95 % RH, non-condensing

8. The Bending Beam Rheometer 3 (BBR3) has been designed to perform flexural tests on asphalt binder and similar specimens as part of the PG grading system according to Superpave. The BBR3 is a state of the art internal computer system incorporating touchscreen technology. The BBR3’s new external cooling unit is now more compact and omits less noise during operation. Programmable test parameters allow users to input and save their own unique settings, allowing the BBR3 to satisfy a diverse range of testing applications. The BBR3 is made up of a fluid bath base with a built-in touchscreen computer, load frame, external refrigeration unit, and a calibration kit with carrying case. During operation, a known force is applied to the center of a horizontally supported specimen beam submerged in a cold liquid bath while internal software calculates the flexural creep stiffness of the beam. Used in part to determine a sample’s critical cracking temperature and low temperature PG grade, the BBR3’s - 400C to 250C temperature range is efficiently calculated by a platinum RTD measuring device. The 500g load cell and changeable specimen supports easily transition the BBR3 for crack sealant testing, and the free standing external cooling unit ensures that the cooling fluid maintains a constant temperature.

In-line stainless steel with blunt point. Variable test range from 0 to 4000 mN standard System maintains required test load within ± 5 mN throughout the test cycle.

Cycle times for pre-load, recovery, and test load are completely operator-adjustable.

500g (temperature-compensated). Standard overload protection. Calibrated and traceable to NIST. Sample supports: 25mm (0.98 in.) diameter stainless steel spaced

4.00 in. (101.6mm) apart. LVDT: 0.25 in. (6.35mm) calibrated range to provide 2um resolution throughout testing and verification range. Display: Large on-screen display of load, displacement, and bath temperature provides ease of setup and operation.

Real-time displacement, loading, and temperature graphs are displayed during the test cycle and can be re-plotted and re-scaled as needed for easy viewing. Included (non- CFC refrigerant). Ambient to -40°F (-40°C) operating temperature. Measurement via RTD. Digital air required Linearity ‹ ± 1.5% of span Hysteresis Repeatability ‹ 1.0% of span Supply Pressure Sensitivity ‹ 0.02% of span per 1.0 PSIG. Meets: ASTM D6648, AASHTO T313, TP87 BS EN 14771 Standards. 120V 60 Hz

9. Marshall compaction machine is designed to provide a stable and rigid mechanism for producing 4" or 6" diameter asphalt pills used in Marshall tests. This Marshall compaction machine consists of a rotating mold with a tapered-foot hammer assembly.

Features a heavy-duty design, which stands up well to the constant jarring caused by the compaction process. Features an automatic counter, which allows the operator to preset the number of blows desired and, turns off the machine when a cycle is completed. After the number of blows has been set, the operator can start the machine with a push button and keep track of the number of blows on an LED readout. A cam-action lever operates the integral mold holder to facilitate insertion and removal of the compaction mold.

Auto Marshall Compactor 4 inch mold and 6 inch mold Rotating Mold Configuration, Heavy Duty. Meets ASTM D6926, ASTM D5581, AASHTO T245, AASHTO PTM705 standards. 115V 60 Hz.

10. The Geokon Model 3500-2-400KPA Earth Pressure Cells (Quantity Total 7).

Designed to measure total pressure in earth fills and embankments. All cells consist of two circular stainless steel plates welded together around their periphery and spaced apart by a narrow cavity filled with de-aired oil. Changing earth pressure squeezes the two plates together causing a corresponding increase of fluid pressure inside the cell.

A vibrating wire pressure transducer converts this pressure into an electrical signal which is transmitted to the readout location.

Specification of Item

Semiconductor Strain Gage Earth Pressure Cell, 0-5 VDC output, 400 kPa (60 psi) output. Attach Item 04-375V9-E cable in 30 FEET lengths for each cell. Cable: 04- 375V9-E, Violet PVC Cable, 0.375", 4 twisted pairs.

11. HA-1635 The Dynamic Shear Rheometer (DSR) has been specifically designed to satisfy the demands of high throughput grade testing of Asphalt binders (bitumen), to AASHTO (American Association of State Highway and Transportation Officials) industry standards. The DSR asphalt rheometer is proven as the benchmark system for Quality Control testing to industry standards in regulated markets worldwide.

Developed in close association with industry researchers to meet all instrument criteria and test protocols of AASHTO (American Association of State Highway and Transportation Officials) standards. Compact, integrated unit designed specifically for ease of use and robustness in high throughput Asphalt binder (bitumen) test environments. Air bearing and mechanical bearing options to provide robust and cost-effective measurement platforms for any industrial laboratory or remote field testing location. Integrated fluid immersion cell specifically based on patented principle for temperature control of highly thermally-sensitive asphalt or bitumen samples. Rapid thermal equilibration and elimination of thermal gradients in the sample - essential for consistent and reliable data, and optimized sample throughput. Excellent temperature stability and accuracy, with a resolution of ± 0.01°C. Rapid, robust manual gap set, with pre-set gaps for AASHTO tests for simplicity of use. Active thermal mode to ensure constant gap is maintained for all temperature test points. Plate measuring systems (both upper and lower plates) designed to comply with industry standards (AASHTO). Dedicated AASHTO specification QC software package (TruGrade) available.

Specification of Item The Dynamic Shear Rheometer MUST support the following standards:

ASTM D7175, AASHTO MP1, AASHTO R29, AASHTO T315 Power must be:

110V 60 Hz

B. GENERAL INFORMATION

Final Delivery Location: ERDC-CRREL, Attn: CRREL Asphalt Lab, 72 Lyme Road, Hanover, NH 03755

Schedule: To be determined after award but completed no later than 2 months from award date. Contact Mr. Smith for any equipment which cannot meet schedule requirements.

Other: Contact Charles Smith, Charles.E.Smith@usace.army.mil, prior to shipping to verify accuracy and completeness.

C. SECURITY REQUIREMENTS. All Contract employees shall comply with all security requirements as written in these specifications and as directed by the CRREL Security Office, the COR/TPOC, and as follows.

a. A. U.S. Citizens. Contractor personnel must be U. S. citizens. Only U. S. Citizens are allowed on site.

b. Personnel List: Contractor shall supply the TPOC with a list of his employees who will be working on the CRREL site.

c. Positive Picture ID: All Contract personnel shall be prepared to show positive picture identification (such as a valid picture driver’s license or other government picture ID) when entering onto the site or at any other time as required by the CRREL Security Office.

d. Sign-in and Badges: Contractor personnel are required to sign in with Security and shall wear security identification badges furnished by the CRREL Security Office while on government site. The Contractor shall return the badges at the security gate or as otherwise directed by the CRREL Security Office at the end of each work day. Contractor’s employees shall keep badges available at all times while on site and be prepared to show them at any time. The Contractor is responsible for the proper use and return of all badges issued to his employees.

e. Weapons: No weapons of any kind are allowed on site either in vehicles or on persons. All persons and vehicles entering a U.S. Government site are subject to inspection by the Security office

f. Access/Deliveries – Contractor shall notify the TPOC the day before or as soon as possible when contractor or his subcontractors are to arrive or deliveries of equipment and/or supplies are to occur. Contractor must receive his or his subcontractor’s own deliveries. Government personnel are not allowed to receive deliveries for any contractor.

g. General Disruption – General disruption by contractor is limited to the immediate work areas. Contractor products, tools, and/or equipment shall stay within the immediate work areas.

h. Tools/Equipment – Contractor is strictly responsible for the security of all products, tools, and/or equipment used during the duration of this contract.

i. iWATCH Training: The contractor and all associated subcontractors shall brief all employees on the USACE iWATCH program. This locally developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the COR. This training shall be completed within 45 calendar days of contract award and within 45 days of new employees commencing performance on the contract. The contractor shall provide certification of completion to the COR within 10 days of training completion. Training documents will be provided by the Security Office.

j. 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." *When contracts are with individuals, the individuals will be required to complete a Form I-9, Employment Eligibility Verification, with the designated Government representative. This Form will be provided to the Contracting Officer and shall become part of the official contract file.

D. VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF

ENGINEERS CONTRACTS

In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS 222.13 and Department of Labor regulations, U.S. Army Corps of Engineers (USACE) contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant contract, USACE contractors are encouraged to seek out highly qualified veterans to perform services under this contract. The following resources are available to assist USACE contractors in their outreach efforts:

Federal Veteran employment information at http://www.fedshirevets.gov/index.aspx Department of Labor Veterans Employment Assistance http://www.dol.gov/vets/ Department of Veterans Affairs–VOW to Hire Heroes Act http://benefits.va.gov/vow/ Army Wounded Warrior Program – http://wtc.army.mil/modules/employers/index.html U.S. Chamber of Commerce Foundation–Hiring Our Heroes http://www.hiringourheroes.org/ Guide to Hiring Veterans – Reference Material http://www.whitehouse.gov/sites/default/files/docs/white_house_business_council_- _guide_to_hiring_veterans_0.pdf

Section E - Inspection and Acceptance

INSPECTION AND ACCEPTANCE TERMS

Supplies/services will be inspected/accepted at:

CLIN INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

0001 Destination Government Destination Government 0002 Destination Government Destination Government 0003 Destination Government Destination Government 0004 Destination Government Destination Government 0005 Destination Government Destination Government 0006 Destination Government Destination Government 0007 Destination Government Destination Government 0008 Destination Government Destination Government 0009 Destination Government Destination Government 0010 Destination Government Destination Government 0011 Destination Government Destination Government

CLAUSES INCORPORATED BY REFERENCE

252.246-7000 Material Inspection And Receiving Report MAR 2008

Section F - Deliveries or Performance

The Contractor shall ship all items to the following address:

ERDC-CRREL, Asphalt Lab Attn: Charles Smith 72 Lyme Road Hanover, NH 03755

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 2 mths. ADC 1 PR W2R2 COLD RGNS RSCH ENG LAB

ENGINEERING RESOURCE BR

72 LYME ROAD

HANOVER NH 03755-1290

603-646-4458

W14GQK

0002 2 mths. ADC 1 (SAME AS PREVIOUS LOCATION)

0003 2 mths. ADC 1 (SAME AS PREVIOUS LOCATION)

0004 2 mths. ADC 1 (SAME AS PREVIOUS LOCATION)

0005 2 mths. ADC 1 (SAME AS PREVIOUS LOCATION)

0006 2 mths. ADC 1 (SAME AS PREVIOUS LOCATION)

0007 2 mths. ADC 1 (SAME AS PREVIOUS LOCATION)

0008 2 mths. ADC 1 (SAME AS PREVIOUS LOCATION)

0009 2 mths. ADC 1 (SAME AS PREVIOUS LOCATION)

0010 2 mths. ADC 1 (SAME AS PREVIOUS LOCATION)

0011 2 mths. ADC 1 (SAME AS PREVIOUS LOCATION)

52.247-34 F.O.B. Destination NOV 1991

Section G - Contract Administration Data

252.232-7003 Electronic Submission of Payment Requests and Receiving

Reports

JUN 2012

CLAUSES INCORPORATED BY FULL TEXT

252.232-7006 WIDE AREA WORKFLOW PAYMENT INSTRUCTIONS (MAY 2013)

(a) Definitions. As used in this clause--

Department of Defense Activity Address Code (DoDAAC) is a six position code that uniquely identifies a unit, activity, or organization.

Document type means the type of payment request or receiving report available for creation in Wide Area WorkFlow (WAWF).

Local processing office (LPO) is the office responsible for payment certification when payment certification is done external to the entitlement system.

(b) Electronic invoicing. The WAWF system is the method to electronically process vendor payment requests and receiving reports, as authorized by DFARS 252.232-7003, Electronic Submission of Payment Requests and Receiving Reports.

(c) WAWF access. To access WAWF, the Contractor shall--

(1) Have a designated electronic business point of contact in the System for Award Management at https://www.acquisition.gov; and

(2) Be registered to use WAWF at https://wawf.eb.mil/ following the step-by-step procedures for self-registration available at this Web site.

(d) WAWF training. The Contractor should follow the training instructions of the WAWF Web-Based Training Course and use the Practice Training Site before submitting payment requests through WAWF. Both can be accessed by selecting the “Web Based Training” link on the WAWF home page at https://wawf.eb.mil/.

(e) WAWF methods of document submission. Document submissions may be via Web entry, Electronic Data Interchange, or File Transfer Protocol.

(f) WAWF payment instructions. The Contractor must use the following information when submitting payment requests and receiving reports in WAWF for this contract/order:

(1) Document type. The Contractor shall use the following document type(s).

INVOICE (STAND-ALONE)

(2) Inspection/acceptance location. The Contractor shall select the following inspection/acceptance location(s) in WAWF, as specified by the contracting officer.

GOVERNMENT

(3) Document routing. The Contractor shall use the information in the Routing Data Table below only to fill in applicable fields in WAWF when creating payment requests and receiving reports in the system.

Routing Data Table* Field Name in WAWF Data to be entered in WAWF Pay Official DoDAAC W916TX Issue By DoDAAC W913E5 Admin DoDAAC W913E5 Inspect By DoDAAC W913E5 Ship To Code W14GQK Ship From Code N/A Mark For Code N/A Service Approver (DoDAAC) N/A Service Acceptor (DoDAAC) N/A Accept at Other DoDAAC N/A LPO DoDAAC N/A DCAA Auditor DoDAAC Contractor Discretion Other DoDAAC(s) Conractor Discretion

(4) Payment request and supporting documentation. The Contractor shall ensure a payment request includes appropriate contract line item and subline item descriptions of the work performed or supplies delivered, unit price/cost per unit, fee (if applicable), and all relevant back-up documentation, as defined in DFARS Appendix F, (e.g. timesheets) in support of each payment request.

(5) WAWF email notifications. The Contractor shall enter the email address identified below in the “Send Additional Email Notifications” field of WAWF once a document is submitted in the system.

WAWF Acceptor: Lynn Long: Lynn.C.Long@usace.army.mil

Technical Point of Contact: TBD at time of award

(g) WAWF point of contact. (1) The Contractor may obtain clarification regarding invoicing in WAWF from the following contracting activity's WAWF point of contact.

Contracting Officer: Ashley Jenkins: Ashley.M.Jenkins@usace.army.mil

(2) For technical WAWF help, contact the WAWF helpdesk at 866-618-5988.

(End of clause)

Section I - Contract Clauses

52.203-3 Gratuities APR 1984 52.203-17 Contractor Employee Whistleblower Rights and Requirement

To Inform Employees of Whistleblower Rights

APR 2014

52.204-4 Printed or Copied Double-Sided on Postconsumer Fiber Content Paper

MAY 2011

52.204-19 Incorporation by Reference of Representations and Certifications.

DEC 2014

52.209-10 Prohibition on Contracting With Inverted Domestic Corporations

NOV 2015

52.212-4 Contract Terms and Conditions--Commercial Items JAN 2017 52.223-6 Drug-Free Workplace MAY 2001 52.223-10 Waste Reduction Program MAY 2011 52.223-15 Energy Efficiency in Energy-Consuming Products DEC 2007 52.223-18 Encouraging Contractor Policies To Ban Text Messaging

While Driving

AUG 2011

52.232-40 Providing Accelerated Payments to Small Business Subcontractors

DEC 2013

52.253-1 Computer Generated Forms JAN 1991 252.203-7000 Requirements Relating to Compensation of Former DoD

Officials

SEP 2011

252.203-7002 Requirement to Inform Employees of Whistleblower Rights SEP 2013 252.204-7003 Control Of Government Personnel Work Product APR 1992 252.204-7012 Safeguarding Covered Defense Information and Cyber

Incident Reporting

OCT 2016

252.204-7015 Notice of Authorized Disclosure of Information for Litigation Support

MAY 2016

252.209-7004 Subcontracting With Firms That Are Owned or Controlled By The Government of a Country that is a State Sponsor of Terrorism

OCT 2015

252.213-7000 Notice to Prospective Suppliers on Use of Past Performance Information Retrieval System--Statistical Reporting in Past Performance Evaluations

JUN 2015

252.223-7008 Prohibition of Hexavalent Chromium JUN 2013 252.225-7001 Buy American And Balance Of Payments Program-- Basic

(Dec 2016)

DEC 2016

252.225-7002 Qualifying Country Sources As Subcontractors DEC 2016 252.225-7048 Export-Controlled Items JUN 2013 252.232-7010 Levies on Contract Payments DEC 2006 252.243-7001 Pricing Of Contract Modifications DEC 1991 252.243-7002 Requests for Equitable Adjustment DEC 2012 252.244-7000 Subcontracts for Commercial Items JUN 2013 252.247-7023 Transportation of Supplies by Sea APR 2014

52.212-5 CONTRACT TERMS AND CONDITIONS REQUIRED TO IMPLEMENT STATUTES OR

EXECUTIVE ORDERS--COMMERCIAL ITEMS (JAN 2017)

(a) The Contractor shall comply with the following Federal Acquisition Regulation (FAR) clauses, which are incorporated in this contract by reference, to implement provisions of law or Executive orders applicable to acquisitions of commercial items:

(1) 52.203-19, Prohibition on Requiring Certain Internal Confidentiality Agreements or Statements (JAN 2017) (section 743 of Division E, Title VII, of the Consolidated and Further Continuing Appropriations Act, 2015 (Pub. L.

113-235) and its successor provisions in subsequent appropriations acts (and as extended in continuing resolutions)).

(2) 52.209-10, Prohibition on Contracting with Inverted Domestic Corporations (Nov 2015).

(3) 52.233-3, Protest After Award (AUG 1996) (31 U.S.C. 3553).

(4) 52.233-4, Applicable Law for Breach of Contract Claim (OCT 2004) (Public Laws 108-77 and 108-78 (19 U.S.C. 3805 note)).

(b) The Contractor shall comply with the FAR clauses in this paragraph (b) that the Contracting Officer has indicated as being incorporated in this contract by reference to implement provisions of law or Executive orders applicable to acquisitions of commercial items: (Contracting Officer check as appropriate.)

X (1) 52.203-6, Restrictions on Subcontractor Sales to the Government (Sept 2006), with Alternate I (Oct 1995) (41 U.S.C. 4704 and 10 U.S.C. 2402).

____ (2) 52.203-13, Contractor Code of Business Ethics and Conduct (Oct 2015) (41 U.S.C. 3509).

____ (3) 52.203-15, Whistleblower Protections under the American Recovery and Reinvestment Act of 2009 (June 2010) (Section 1553 of Pub. L. 111-5). (Applies to contracts funded by the American Recovery and Reinvestment Act of 2009.)

X (4) 52.204-10, Reporting Executive Compensation and First-Tier Subcontract Awards (Oct 2016) (Pub. L. 109-

282) (31 U.S.C. 6101 note).

___ (5) [Reserved]

___ (6) 52.204-14, Service Contract Reporting Requirements (Oct 2016) (Pub. L. 111-117, section 743 of Div.

C).

___ (7) 52.204-15, Service Contract Reporting Requirements for Indefinite-Delivery Contracts (Oct 2016) (Pub.

L. 111-117, section 743 of Div. C).

X (8) 52.209-6, Protecting the Government's Interest When Subcontracting with Contractors Debarred, Suspended, or Proposed for Debarment. (Oct 2015) (31 U.S.C. 6101 note).

____ (9) 52.209-9, Updates of Publicly Available Information Regarding Responsibility Matters (July 2013) (41 U.S.C. 2313).

____ (10) [Reserved]

____ (11)(i) 52.219-3, Notice of HUBZone Set-Aside or Sole-Source Award (NOV 2011) (15 U.S.C. 657a).

____ (ii) Alternate I (NOV 2011) of 52.219-3.

____ (12) (i) 52.219-4, Notice of Price Evaluation Preference for HUBZone Small Business Concerns (OCT 2014) (if the offeror elects to waive the preference, it shall so indicate in its offer) (15 U.S.C. 657a).

____ (ii) Alternate I (JAN 2011) of 52.219-4.

____ (13) [Reserved]

X (14)(i) 52.219-6, Notice of Total Small Business Set-Aside (NOV 2011) (15 U.S.C. 644).

____ (ii) Alternate I (NOV 2011).

____ (iii) Alternate II (NOV 2011).

____ (15)(i) 52.219-7, Notice of Partial Small Business Set-Aside (June 2003) (15 U.S.C. 644).

____ (ii) Alternate I (Oct 1995) of 52.219-7.

____ (iii) Alternate II (Mar 2004) of 52.219-7.

X (16) 52.219-8, Utilization of Small Business Concerns (Nov 2016) (15 U.S.C. 637(d)(2) and (3)).

____ (17)(i) 52.219-9, Small Business Subcontracting Plan (Jan 2017) (15 U.S.C. 637(d)(4)).

____ (ii) Alternate I (Nov 2016) of 52.219-9.

____ (iii) Alternate II (Nov 2016) of 52.219-9.

____ (iv) Alternate III (Nov 2016) of 52.219-9.

____ (v) Alternate IV (Nov 2016) of 52.219-9.

____ (18) 52.219-13, Notice of Set-Aside of Orders (NOV 2011) (15 U.S.C. 644(r)).

____ (19) 52.219-14, Limitations on Subcontracting (JAN 2017) (15 U.S.C. 637(a)(14)).

____ (20) 52.219-16, Liquidated Damages—Subcon-tracting Plan (Jan 1999) (15 U.S.C. 637(d)(4)(F)(i)).

____ (21) 52.219-27, Notice of Service-Disabled Veteran-Owned Small Business Set-Aside (NOV 2011) (15 U.S.C.

657f).

X (22) 52.219-28, Post Award Small Business Program Rerepresentation (July 2013) (15 U.S.C. 632(a)(2)).

____ (23) 52.219-29, Notice of Set-Aside for, or Sole Source Award to, Economically Disadvantaged Women- Owned Small Business Concerns (Dec 2015) (15 U.S.C. 637(m)).

____(24) 52.219-30, Notice of Set-Aside for, or Sole Source Award to, Women-Owned Small Business Concerns Eligible Under the Women-Owned Small Business Program (Dec 2015) (15 U.S.C. 637(m)).

X (25) 52.222-3, Convict Labor (June 2003) (E.O. 11755).

X (26) 52.222-19, Child Labor--Cooperation with Authorities and Remedies (Oct 2016) (E.O. 13126).

X (27) 52.222-21, Prohibition of Segregated Facilities (Apr 2015).

X (28) 52.222-26, Equal Opportunity (Sept 2016) (E.O. 11246).

X (29) 52.222-35, Equal Opportunity for Veterans (Oct 2015) (38 U.S.C. 4212).

X (30) 52.222-36, Equal Opportunity for Workers with Disabilities (July 2014) (29 U.S.C. 793).

X (31) 52.222-37, Employment Reports on Veterans (FEB 2016) (38 U.S.C. 4212).

X (32) 52.222-40, Notification of Employee Rights Under the National Labor Relations Act (Dec 2010) (E.O.

13496).

X (33)(i) 52.222-50, Combating Trafficking in Persons (March 2, 2015) (22 U.S.C. chapter 78 and E.O. 13627).

____ (ii) Alternate I (March 2, 2015) of 52.222-50 (22 U.S.C. chapter 78 and E.O. 13627).

____ (34) 52.222-54, Employment Eligibility Verification (Oct 2015). (E. O. 12989). (Not applicable to the acquisition of commercially available off-the-shelf items or certain other types of commercial items as prescribed in 22.1803.)

____ (35) 52.222-59, Compliance with Labor Laws (Executive Order 13673) (OCT 2016). (Applies at $50 million for solicitations and resultant contracts issued from October 25, 2016 through April 24, 2017; applies at $500,000 for solicitations and resultant contracts issued after April 24, 2017).

Note to paragraph (b)(35): By a court order issued on October 24, 2016, 52.222-59 is enjoined indefinitely as of the date of the order. The enjoined paragraph will become effective immediately if the court terminates the injunction. At that time, DoD, GSA, and NASA will publish a document in the Federal Register advising the public of the termination of the injunction.

____ (36) 52.222-60, Paycheck Transparency (Executive Order 13673) (OCT 2016).

____ (37)(i) 52.223-9, Estimate of Percentage of Recovered Material Content for EPA–Designated Items (May 2008) (42 U.S.C. 6962(c)(3)(A)(ii)). (Not applicable to the acquisition of commercially available off-the-shelf items.)

____ (ii) Alternate I (May 2008) of 52.223-9 (42 U.S.C. 6962(i)(2)(C)). (Not applicable to the acquisition of commercially available off-the-shelf items.)

____ (38) 52.223-11, Ozone-Depleting Substances and High Global Warming Potential Hydrofluorocarbons (June, 2016) (E.O. 13693).

____ (39) 52.223-12, Maintenance, Service, Repair, or Disposal of Refrigeration Equipment and Air Conditioners (June, 2016) (E.O. 13693).

____ (40) (i) 52.223-13, Acquisition of EPEAT® Registered Imaging Equipment (Jun 2014) (E.O.s 13423 and 13514).

____ (ii) Alternate I (OCT 2015) of 52.223-13.

____ (41)(i) 52.223-14, Acquisition of EPEAT® Registered Televisions (Jun 2014) (E.O.s 13423 and 13514).

____ (ii) Alternate I (Jun 2014) of 52.223-14.

____ (42) 52.223-15, Energy Efficiency in Energy-Consuming Products (Dec 2007) (42 U.S.C. 8259b).

____ (43)(i) 52.223-16, Acquisition of EPEAT[supreg]-Registered Personal Computer Products (OCT 2015) (E.O.s 13423 and 13514).

____ (ii) Alternate I (Jun 2014) of 52.223-16.

X (44) 52.223-18, Encouraging Contractor Policies to Ban Text Messaging While Driving (Aug 2011) (E.O.

13513).

____ (45) 52.223-20, Aerosols (June, 2016) (E.O. 13693).

____ (46) 52.223-21, Foams (June, 2016) (E.O. 13693).

____ (47)(i) 52.224-3, Privacy Training (JAN 2017) (5 U.S.C. 552a).

____ (ii) Alternate I (JAN 2017) of 52.224-3.

____ (48) 52.225-1, Buy American--Supplies (May 2014) (41 U.S.C. chapter 83).

____(49) (i) 52.225-3, Buy American--Free Trade Agreements--Israeli Trade Act (May 2014) (41 U.S.C. chapter 83, 19 U.S.C. 3301 note, 19 U.S.C. 2112 note, 19 U.S.C. 3805 note, 19 U.S.C. 4001 note, Pub. L.

103-182, 108-77, 108-78, 108-286, 108-302, 109-53, 109-169, 109-283, 110-138, 112-41, 112-42, and 112-43.

____ (ii) Alternate I (May 2014) of 52.225-3.

____ (iii) Alternate II (May 2014) of 52.225-3.

____ (iv) Alternate III (May 2014) of 52.225-3.

____ (50) 52.225-5, Trade Agreements (Oct 2016) (19 U.S.C. 2501, et seq., 19 U.S.C. 3301 note).

X (51) 52.225-13, Restrictions on Certain Foreign Purchases (June 2008) (E.O.’s, proclamations, and statutes administered by the Office of Foreign Assets Control of the Department of the Treasury).

____ (52) 52.225-26, Contractors Performing Private Security Functions Outside the United States (Oct 2016) (Section 862, as amended, of the National Defense Authorization Act for Fiscal Year 2008; 10 U.S.C. 2302 Note).

____ (53) 52.226-4, Notice of Disaster or Emergency Area Set-Aside (Nov 2007) (42 U.S.C. 5150

____ (54) 52.226-5, Restrictions on Subcontracting Outside Disaster or Emergency Area (Nov 2007) (42 U.S.C.

5150).

____ (55) 52.232-29, Terms for Financing of Purchases of Commercial Items (Feb 2002) (41 U.S.C. 4505, 10 U.S.C. 2307(f)).

____ (56) 52.232-30, Installment Payments for Commercial Items (Jan 2017) (41 U.S.C. 4505, 10 U.S.C. 2307(f)).

X (57) 52.232-33, Payment by Electronic Funds Transfer—System for Award Management (July 2013) (31 U.S.C. 3332).

____ (58) 52.232-34, Payment by Electronic Funds Transfer—Other than System for Award Management (July 2013) (31 U.S.C. 3332).

____ (59) 52.232-36, Payment by Third Party (MAY 2014) (31 U.S.C. 3332).

____ (60) 52.239-1, Privacy or Security Safeguards (Aug 1996) (5 U.S.C. 552a).

____ (61) 52.242-5, Payments to Small Business Subcontractors (JAN 2017)(15 U.S.C. 637(d)(12)).

____ (62)(i) 52.247-64, Preference for Privately Owned U.S.-Flag Commercial Vessels (Feb 2006) (46 U.S.C.

Appx. 1241(b) and 10 U.S.C. 2631).

____ (ii) Alternate I (Apr 2003) of 52.247-64.

(c) The Contractor shall comply with the FAR clauses in this paragraph (c), applicable to commercial services, that the Contracting Officer has indicated as being incorporated in this contract by reference to implement provisions of law or Executive orders applicable to acquisitions of commercial items: (Contracting Officer check as appropriate.)

_____(1) 52.222-17, Nondisplacement of Qualified Workers (May 2014) (E.O. 13495).

_____ (2) 52.222-41, Service Contract Labor Standards (MAY 2014) (41 U.S.C. chapter 67).

_____ (3) 52.222-42, Statement of Equivalent Rates for Federal Hires (MAY 2014) (29 U.S.C. 206 and 41 U.S.C.

chapter 67).

_____ (4) 52.222-43, Fair Labor Standards Act and Service Contract Labor Standards--Price Adjustment (Multiple Year and Option Contracts) (MAY 2014) (29 U.S.C. 206 and 41 U.S.C. chapter 67).

_____ (5) 52.222-44, Fair Labor Standards Act and Service Contract Labor Standards--Price Adjustment (MAY 2014) (29 U.S.C 206 and 41 U.S.C. chapter 67).

_____ (6) 52.222-51, Exemption from Application of the Service Contract Labor Standards to Contracts for Maintenance, Calibration, or Repair of Certain Equipment--Requirements (MAY 2014) (41 U.S.C. chapter 67).

_____ (7) 52.222-53, Exemption from Application of the Service Contract Labor Standards to Contracts for Certain Services--Requirements (MAY 2014) (41 U.S.C. chapter 67).

_____(8) 52.222-55, Minimum Wages Under Executive Order 13658 (DEC 2015) (E.O. 13658).

_____ (9) 52.222-62, Paid Sick Leave Under Executive Order 13706 (JAN 2017) (E.O. 13706).

_____…