SAQMMA16R0310_A001.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE RATING

2. AMENDMENT/MODIFICATION NO.

A001

3. EFFECTIVE DATE

07/26/2016

4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)

LMAQMCODE

OFFICE OF ACQUISITION MANAGEMENT

(A/LM/AQM)

PO BOX 9115, ROSSLYN STATION

US DEPARTMENT OF STATE

ARLINGTON, VA 22219

Tracie N. Hardy

NAME

703-875-6897

TEL.

hardytn@state.gov

EMAIL

6. ISSUED BY CODE7. ADMINISTERED BY (If other than Item 6)

9A. AMENDMENT OF SOLICITATION NO.

SAQMMA16R0310

CONTACT DUNS

CODE FACILITY CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, country, state and ZIP Code) (X)

X 9B. DATED (SEE ITEM 11)

06/27/2016

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X XThe above numbered solicitation is amended as set forth in item 14. The hour and date specified for receipt of Offers is extended, is not extended, Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods: (a) By completing items 8 and 15, and returning ____copies of the amendment;(b)By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.____X

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

The purpose of this amendment is to extend the proposal due date to August 8, 2016. The time and location remain unchanged.

1. Section B updated to reflect two hydraulic barriers.

Offerors may acknowledge this amendment by submitting a signed copy in their business volume or by listing the amendment in their cover letter.

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print) 16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

John Hite

(Signature of person authorized to sign)

15B. CONTRACTOR/OFFEROR 15C. DATE SIGNED

By (Signature of Contracting Officer)

16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

NSN 7540-01-152-8070

Previous edition unusable

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

SAQMMA16R0310

Table of Contents

Section Description Page Number

B Supplies or Services and Prices/Costs C Descriptions/Specifications/Statement of Work

1.2 DESCRIPTION/SPECIFICATIONS/WORK STATEMENT

1.2 DESCRIPTION/SPECIFICATIONS/WORK STATEMENT

I Contract Clauses 52.222-19 Child Labor--Cooperation with Authorities and Remedies (Feb 2016) 52.222-37 Employment Reports on Veterans (Feb 2016) 52.225-5 Trade Agreements (Feb 2016)

K Representations, Certifications, and Other Statements of Offerors or Respondents 52.222-56 Certification Regarding Trafficking in Persons Compliance Plan (Mar 2015)

001 Active Anti-Ram Vehicle Barriers 3.00 -1.00

2.00 EA

Doc Ref No:

Delivery

Date

FOB:

002 Barrier Removal 3.00 -1.00

2.00 EA

The Contractor shall remove the two (2) existing vehicle barriers in accordance with the Statement of Work.

Doc Ref No:

Delivery

Date

FOB:

003 Barrier Installation 3.00 -1.00

2.00 EA

The Contractor shall install two (2) new Hydraulic vehicle barriers their controls, and support equipment in accordance with the Statement of Work.

Doc Ref No:

Delivery

Date

FOB:

SAQMMA16R0310

Line Item Summary

Solicitation Number:

SAQMMA16R0310

Contract Number: Title: Vehicle Barrier Replacement - Kingston

Date of Solicitation:

07/26/2016

Line Item No. Description Quantity Unit Unit Price Total Cost

Section C- Descriptions/Specifications/Statement of Work

Clause 1.2 DESCRIPTION/SPECIFICATIONS/WORK STATEMENT was deleted.

1.2 DESCRIPTION/SPECIFICATIONS/WORK STATEMENT

1.0 General.

The purpose of the contract is to remove the two (2) existing hydraulic vehicle barriers and replace with two (2) new Diplomatic Se-curity (DS) approved, contractor provided hydraulic vehicle barriers at the US Embassy Kingston, Jamaica.

2.0 Requirements.

2.1 The contractor shall provide two (2) Hydraulic vehicle barriers that meet all the Department of State (DoS) requirements including DS crash rating and Overseas Building Operations (OBO) cycle testing at the US Embassy Kingston, Jamaica.

2.2 The contractor shall remove the two (2) existing vehicle barriers installed at the main entrance and exit gates (one on each lane) at the US Embassy Kingston, Jamaica.

2.3 The contractor shall install two (2) new Hydraulic shallow mount vehicle barriers at the same general locations as the removed ones – one (1) at the main gate and one (1) at the exit gate. The installation must be in compliance with the manufacturer’s specifica-tions, the National Electrical Code, and Department of State standards.

3.0 Removal of Existing Barriers.

3.1.1 The contractor shall remove the two (2) existing vehicle barriers located at the Embassy main and exit gates.

3.1.2 The contractor shall remove the concrete foundation and dispose of all waste concrete, barrier road plate(s), reinforcing steel rebar(s), PVC conduit piping, electrical wiring, and waste materials associated with the existing vehicle barriers.

3.1.3 The contractor shall remove all hydraulic lines, electrical wiring, and PVC conduit piping as connected underground from the two (2) existing vehicle barriers and back to the hydraulic pumping units in the embassy compound.

3.1.4 The contractor shall remove the electrical wiring as connected underground and back to the hydraulic powering units (HPU) and the vehicle barrier for each location.

3.1.5 The contractor shall remove existing water drainage piping for rerouting the flow of drainage water through and/or around each vehicle barrier construction sites.

3.1.6 The contractor shall remove existing fresh water piping for the rerouting of fresh water and piping through and/or around each vehicle barrier construction sites.

3.1.7 Notice of Construction and/or Repair around any gas line(s) or local power, data or similar utilities must be submitted to the loc-al responsible oil, power, telephone, and/or gas commission before the start of any construction or repairs. Construction and/or repairs must be under the authority and probably the supervision of the local commission(s), if applicable.

3.1.8 The contractor shall remove electrical lines or wiring for the rerouting of electrical lines or wiring through and/or around each vehicle barrier construction site.

3.1.9 Notice of Construction and/or Repair for any electrical line(s) must be submitted to the local electric cooperative before the start of any construction or repairs. Construction and/or repairs must be under the authority and supervision of the local electric co-operative.

3.1.10 The contractor shall conduct a damage restoration improvement associated with the two (2) vehicle barriers removal process.

3.1.11 The contractor shall provide a rental service and/or use, pickup and delivery of a dumpster(s) as necessary to the project cleanup and waste removal, including removal of the existing barriers.

3.1.12 The contractor shall provide a rental service and/or use of a vehicle blocking barrier(s) to ensure construction site security. The blocking barrier(s) must be approved by the post Regional Security Officer (RSO) and Contracting Officer Representative (COR) pri-or to use.

3.1.13 The contractor shall provide a steel plate able to carry the weight of an oversized vehicle passing over it while crossing the working area. The contactor should be able to move this plate back and forth to allow vehicle to pass over the excavation area, as re-quired by post management.

3.1.14 The contractor shall identify, address, and resolve any areas of concern.

3.2 Excavation for replacement barriers.

3.2.1 The contractor shall excavate for the installation of two (2) new K12 crash rated; DS approved Hydraulic vehicle barriers at the main and exit gates.

3.2.2 The contractor shall excavate for the installation of all hydraulic lines, electrical wiring, and PVC conduit piping underground connecting each new vehicle barrier to its new hydraulic pumping units, and back.

3.2.3 The contractor shall excavate for the installation of the hydraulic pumping units, if applicable.

3.2.4 The contractor shall excavate for the installation of the vehicle detector circuits, associated concrete foundation(s), all electrical wiring, and PVC conduit piping as connected underground and back to the control circuits for each new vehicle barrier.

3.2.5 The contractor shall excavate for the installation of the vehicle barrier drainage water (for each barrier) to include the appro-priate disposal of water to the nearest water drainage or sewer including all associated electrical wiring and PVC conduit piping un-derground and connecting from the each new vehicle barrier and back to the water drainage or sewer .

3.2.6 The contractor shall excavate for the installation of fresh water piping for the rerouting of fresh water and piping through and/or around each vehicle barrier construction site, if applicable.

3.2.7 The contractor shall excavate for the installation of gas piping for the rerouting of gas and piping through and/or around each vehicle barrier construction sites, if applicable.

3.2.8 The contractor shall excavate for the installation of electrical lines or wiring for the rerouting of electrical lines or wiring through and/or around each vehicle barrier construction sites.

3.2.9 The contractor shall excavate for the installation of a sump pump well(s), if required, for the installation of a sump pump (s) for each barrier.

3.2.10 The contractor shall conduct damage restoration improvements as associated with the vehicle barrier(s) excavation process.

3.3 Installation of replacement barriers.

3.3.1 The contractor is totally responsible for ensuring that the two (2) vehicle barriers are fully functional barriers, installed per the requirements of the design, and the manufacturer guidelines and installation specifications.

3.3.2. The contractor is responsible for ensuring the safety of the workers and site personnel during the project.

3.3.3 The contractor shall verify and be responsible for all dimensions and conditions at the job site.

3.3.4 The contractor shall conduct the installations of all the concrete foundations, reinforcing steel rebars, and aggregate materials, per the manufacturer’s instructions.

3.3.5 The contractor shall provide spacer bars, chairs, spreaders, blocks, etc. as required to positively hold the steel in place before concrete is poured.

3.3.6 The contractor shall ensure the concrete is conveyed from the mixer to final deposit by methods that will prevent separation and loss.

3.3.7 The contractor shall ensure the concrete is thoroughly consolidated by suitable means during placement and shall be thor-oughly worked around reinforcement and embedded fixtures and corners of forms.

3.3.8 The contractor shall ensure the concrete is maintained above 50°F (10°C) and in a moist condition for at least seven (7) days after placement. And that adequate equipment shall be provided for heating concrete materials and protecting concrete during freez-ing or near freezing weather.

3.3.9 The contractor shall install all new hydraulic lines, electrical wiring, and PVC conduit piping underground and connecting to/ from each vehicle barrier, back to its hydraulic pumping units and the control panels per the manufacturer’s instructions.

3.3.10 The contractor shall install the foundation, all electrical wiring, and PVC conduit piping as connected underground and back to the control circuits for each new vehicle barrier.

3.3.11 The contractor shall install hydraulic pumping units per the manufacturer’s instructions.

3.3.12 The contractor shall install vehicle detector circuits, associated concrete foundation(s), traffic lights, and all electrical wiring, and PVC conduit piping as connected underground and back to the control circuits for each vehicle barrier per the manufacturer’s in-structions.

3.3.13 The contractor shall install vehicle barrier drainage water sump pump(s) to include the appropriate disposal of water to the nearest water drainage or sewer including all associated electrical wiring and PVC conduit piping underground and connecting from each vehicle barrier and back to its sump pump and water drainage or sewer.

3.3.14 The contractor shall install water drainage piping for rerouting the flow of drainage water through and/or around each vehicle barrier construction sites.

3.3.15 The contractor shall install fresh water piping for the rerouting of fresh water and piping through and/or around each vehicle barrier construction sites.

3.3.16 The contractor shall install gas piping, if required, for the rerouting of gas and piping through and/or around each vehicle bar-rier construction sites.

3.3.17 The contractor shall install electrical lines or wiring for the rerouting of electrical lines or wiring through and/or around the vehicle barrier construction site(s) including the wires and any conduit required from the hydraulic pump to the master control units in Post One.

3.3.18 The contractor shall conduct damage restoration improvements as associated with each vehicle barrier installation process.

3.4 Trucking & Equipment.

3.4.1 The contractor shall provide concrete mixer trucking and delivery of concrete for the installation of two (2) vehicle barriers, to include the concrete foundations for each vehicle barrier, hydraulic pumping units, vehicle detector circuits, traffic lights, and water sump pump (if required) for the installation project per the manufacturer’s instructions.

3.4.2 The contractor shall provide the trucking and delivery of reinforcing steel rebar(s) for the installation of two (2) hydraulic vehicle barriers, the concrete foundation for each vehicle barrier, hydraulic pumping units, the water sump pump (if required), and the water drainage for the installation project per the manufacturer’s instructions.

3.4.3 The contractor shall provide the trucking and delivery of aggregate materials for the installation of two (2) vehicle barriers, the concrete foundation for each vehicle barrier, the hydraulic pumping units, the vehicle detector circuits, the water sump pump, and the water drainage for the installation project per the manufacturer’s instructions.

3.4.4 The contractor shall provide the rental and/or use of all heavy duty equipment (i.e., forklift, front loader, excavator with hoe ram and bucket attachments) and/or other equipment for the removal and installation process to include the concrete foundations, re-inforcing steel rebar and excavations necessary to the installation project per the manufacturer’s instructions.

3.4.5 The contractor shall provide a rental service and/or use, pickup and delivery of a dumpster(s) as necessary to the project cleanup and waste removal, including removal of the existing barrier.

3.5 Site Condition, Clean-Up and Waste Disposal.

3.5.1 The contractor shall dispose of the removed barriers, HPU and control panels. The contractor shall remove and dispose of all waste materials including concrete, aggregate materials, reinforcing steel rebars, steel barrier road plate(s), conduit piping, and all electrical wiring associated with the removal and installation process pertaining to the new and existing barriers.

3.5.2 The contractor shall maintain the site in a safe, neat, clean and secure condition at all times.

3.5.3 The contractor shall remove and dispose of all waste materials including old barriers and equipment, concrete, aggregate ma-terials, reinforcing steel rebar(s), conduit, piping, and all electrical wiring associated with the removal and installation process as iden-tified in Sections 3.1, 3.2 ad 3.3 above.

3.5.5 The contractor shall provide a vehicle blocking barrier(s) to ensure construction site security. The blocking barrier(s) must be approved by the post Regional Security Officer, RSO prior to use.

3.5.6 The contractor shall provide a pedestrian fencing and/or netting for pedestrian safety and access control.

3.5.7 The contractor shall provide a construction site Portable Restroom for contractor personnel (may be waived by Post).

3.5.8 The contractor shall identify, address, and resolve any areas of concern.

3.5.9 The contractor shall return the construction site back into the same condition or better, as it was found prior to the start of the project.

3.6 Project Time Line.

3.6.1 The contractor shall coordinate with OBO’s vehicle barrier program and Post to determine the project time line required for the initiating and completing the removal, excavation, and installation of two (2) vehicle barriers as fully operational barriers.

3.6.2 The contractor shall provide a construction schedule with defined timelines for the major project activities (i.e. project mobiliz-ation, demolition, barriers installation, cable/conduit installation, equipment installation, concrete curing, start-up, testing, etc.) for the removal of the existing system and installation of a new fully operational vehicle arrest system.

3.6.3 The schedule shall reflect a total elapsed time not to exceed five (5) weeks per barrier for the installation of the barrier, from the time the personnel and equipment arrival at site to turn-over of barrier system to post.

3.6.4 The contractor will have access to the site six (6) days a week, 10 hours per day. All work outside of this time frame will re-quire prior approval from the Government project representative.

(a) The Department of State observes the following days* as holidays:

U.S. / J New Year Holiday (January 1st)

U.S. Birthday of Martin Luther King, Jr (January 18th)

J Ash Wednesday (February 10th)

U.S. Washington’s Birthday (February 15th)

J Good Friday (March 25th

J Easter Monday (March 28th)

J Labor Day (May 23rd)

U.S. Memorial Day (May 30th)

U.S Independence Day (Jul 4th)

J Emancipation Day (August 1st)

J Independence Day (August 6th)

U.S. Labor Day (September 5th)

U.S. Columbus Day (October 10th)

J National Heroes Day (October 17th)

U.S. Veterans' Day (November 11th)

U.S. Thanksgiving (November 24th)

U.S. / J Christmas Day (December 26th)

J Boxing Day (December 27th)

* U.S. or Jamaican (J) or both (U.S. / J) holiday

When any such day falls on a Saturday, the preceding Friday is observed; when any such day falls on a Sunday, the following Monday is observed. Observance of such days by Government personnel shall not be cause for additional period of performance or entitlement to compensation except as set forth in the contract. If the Contractor's personnel work on a holiday, no form of holiday or other premium compensation will be reimbursed either as a direct or indirect cost, unless authorized pursuant to an overtime clause else-where in this contract.

4.0 Contractor Provided Materials.

The contractor must provide the following materials to include but not limited to:

4.1.1 Two (2) vehicle barriers delivered to post.

4.1.2 Six (4) control panels (one Master and one Slave for each barrier).

4.1.3 Two (2) hydraulic power units (HPU). (This could be modified without Change Work Order, if approved by OBO).

4.1.4 All sump pumps, as require.

4.1.5 All vehicle detector circuits as require for each barrier.

4.1.6 The hydraulic oil 46 Grade or equivalent for all HPUs.

4.1.7 The dry nitrogen, 2000 PSI for all HPUs

4.1.8 Safety yellow spray paint, for each barrier location.

4.1.9 Gloss black spray paint.

4.1.10 The vehicle barrier barricade for each site for the duration of the project.

4.1.11 The contractor shall provide any items or services for the barrier installation not previously identified.

4.1.12 The contractor shall identify, address, and resolve any areas of concern.

5.0 Contractor Responsibilities.

5.1.0 In addition to furnishing the two (2) new barriers to the Embassy compound and before starting the removal and the installa-tion of the new barrier, the contractor shall conform to the following:

5.1.1 The contractor shall conform to the manufacturer’s guidelines, National Electrical Code requirements, Department of State regulations, and installation technical, physical and safety specifications.

5.1.2 The contractor shall verify and be responsible for all dimensions and conditions at the job site.

5.1.3 The contractor shall verify that the foundation concrete will be placed directly into neat excavations. Where sides of the ex-cavation are not stable the contractor shall provide shoring. Type and method of shoring shall be at the contractor’s discretion in ac-cordance with standard trade practices.

5.1.4 The contractor shall ensure the excavation is kept dry at all times.

5.1.5 The contractor shall ensure the concrete is laboratory designed, machine mixed, producing 3,000 PSI (20.68 MPA) at 28 days.

5.1.6 The contractor shall ensure the cement is tested Portland cement conforming to ASTM C150, Type II Only.

5.1.7 The contractor shall ensure the aggregates conform to ASTM C33 & B GRADE per standard specifications. Maximum size of aggregate shall be 1-1/2 inches (38mm).

5.1.8 The contractor shall ensure the reinforcing steel bars when/if deformed conform to ASTM A615, grade 60 (60,000 PSI or

413.7MPA).

5.1.9 The contractor shall ensure that all hooks and bends conform to ACI STANDARD 318 (Latest revision). Inside diameter of hooks and bends shall be at least six (6) bar diameters.

5.1.10 The contractor shall provide spacer bars, chairs, spreaders, blocks, etc. to positively hold the steel in place before concrete is poured.

5.1.11 The contractor shall ensure the concrete is conveyed from the mixer to final deposit by methods that will prevent separation and/or loss of material.

5.1.12 The contractor shall ensure the concrete is thoroughly consolidated by suitable means during placement and shall be thor-oughly worked around reinforcement and embedded fixtures and corners of forms.

5.1.13 The contractor shall ensure the concrete is maintained above 50°F (10°C) and in a moist condition for at least seven (7) days after placement.

5.1.14 The contractor shall ensure that where exterior wall face requires shoring and/or forming, the forms shall be substantial and suf-ficiently tight to prevent leakage, and that forms shall not be removed until the concrete is seven (7) days old.

5.1.15 The contractor shall back fill by depositing and tamping into place clean sand or pouring lean concrete to 95% percent com-paction. Water jetting shall not be allowed.

5.1.16 The contractor must not use aluminum conduit and pipes.

5.1.17 The contractor shall be responsible for the protection of all adjacent areas against damage and shall repair all damaged areas to match existing improvements.

5.1.18 The contractor shall be responsible for the protection of all electrical, data, video, fiber, communications, or similar utility lines and/or wiring located in the adjacent areas against damage and shall repair all damaged electrical lines and/or wiring.

5.1.19 The contractor shall be responsible for the protection of all water, gas, and sewage lines located in the adjacent area against damage and shall repair all damaged water, gas and/or sewage lines.

5.1.20 The contractor shall be responsible for notifying the local Oil and Gas Commission before the commencement of any construc-tion and/or repairs of gas lines.

5.1.21 The contractor shall be responsible for determining the location of underground power lines, water, gas, and sewer mains to prevent damage during construction.

5.1.22 The contractor shall keep the construction area clean at all times and at completion of work remove all surplus materials, equipment and debris leaving the premises in a clean condition acceptable to the Contracting Officer (CO) or Contracting Officer’s Representative (COR).

5.1.23 The contractor shall perform damage restoration improvements as associated with the vehicle barrier installation.

5.1.24 The contractor shall identify, address, and resolve any areas of concern.

6.0 Reporting Requirements.

6.1.1 The contractor shall provide daily oral progress reports (as requested) to the US Government project representative.

6.1.2 The contractor shall provide weekly written progress reports to the US Government project representative. The contractor shall provide verbal notice, to the Government project representative, two week in advance of the delivery of any and all materials and equipment to site.

6.1.3 The contractor shall provide written notice to the Government project representative, at least two (2) weeks in advance, of the need of access to the site of any additional construction personnel after the start of the project. This also pertains to delivery personnel who will need to be on site for an extended period of time, more than simply dropping off materials (i.e. operators of rental equipment, driver of the concrete delivery truck, etc.)

6.1.4 The contractor shall provide availability to at least one person that can communicate (write, read and speak) in English to clari-fy and resolve any issues involving US Government specifications or requirements.

6.1.5 The contractor shall identify and immediately bring to the attention of the Government project representative any anomalies of concern.

6.1.6 The contractor shall identify, address, and resolve any areas of concern.

7.0 General Information.

7.1.1 Throughout the installation process there will be a US Government Project Representative on site to assist the contractor with any anomalies or areas of concern.

7.1.2 The contractor, upon completion of the project shall remand all documentation for the project by post Regional Security Of-ficer.

7.1.3 The contractor will provide training and demonstrations sessions to post staff members, as required by post management.

7.1.4 The project will not be considered completed until technical review and acceptance from the Government.

Section I- Contract Clauses

Clause Title

52.222-19 Child Labor--Cooperation with Authorities and Remedies (Feb 2016)

52.222-37 Employment Reports on Veterans (Feb 2016)

52.225-5 Trade Agreements (Feb 2016)

Section K- Representations, Certifications, and Other Statements of Offerors or Respondents

Clause Title

52.222-56 Certification Regarding Trafficking in Persons Compliance Plan (Mar 2015)