B-M_(Solicitation)_(A002).pdf

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PART I - THE SCHEDULE

SECTION A – FORM

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Table of Content

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PART I - THE SCHEDULE

SECTION A – FORM

SECTION B – PRICING

B.1 PRICING

B.1.1

B.1.2

B.1.3

B.2 CONTRACT PRICE - CONTRACT LINE ITEM NUMBERS (CLIN)

B.3 TYPE OF CONTRACT

B.4 COST OF MATERIALS/EQUIPMENT

B.5 GOVERNMENT FURNISHED PROPERTY/EQUIPMENT

SECTION C DESCRIPTION/SPECIFICATIONS/WORK STATEMENT

C.1 General C.2 Delivery Location and Time C.3 Completion, inspection, and delivery C.4 Specifications C.5 Supply and Required Components C.6 Required Components

SECTION D – PACKAGING AND MARKING

D.1 RESERVED

D.2 DEPARTMENT OF STATE MAIL AND COURIER ADDRESS

D.3 PACKAGING REQUIREMENTS FOR MAIL AND COURIER SHIPMENT OF

DOCUMENTS AND DRAWINGS

D.4 DOCUMENTATION OF SHIPMENTS

D.5 DESPATCH AGENTS

SECTION E – INSPECTION AND ACCEPTANCE

E.1 52.246-12 INSPECTION OF CONSTRUCTION (AUG 1996) (Reference 46.312)

E.2 SUBSTANTIAL COMPLETION

E.3 USE OF EQUIPMENT BY THE GOVERNMENT

E.4 FINAL COMPLETION AND ACCEPTANCE

E.5 QUALITY ASSURANCE AND QUALITY CONTROL

E.6 PROJECT COMMUNICATIONS

SECTION F – DELIVERIES OR PERFORMANCECLAUSES INCORPORATED BY

REFERENCE

F.1 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK

(APR 1984) Alternate I (APR 1984) (Reference 11.404) F.2 52.211-12 LIQUIDATED DAMAGES – CONSTRUCTION (SEPT 2000) (Reference 11.503) F.3 52.211-13 TIME EXTENSIONS (SEPT 2000) (Reference 11.503) F.4 52.242-14 SUSPENSION OF WORK (APR 1984) (Reference 42.1305)

F.5 SCHEDULES

F.6 WORK HOURS

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F.7 EXCUSABLE DELAYS

F.8 DELIVERABLES/SUBMITTALS

F.9 RESERVED

F.10 PROJECT EXECUTION SCHEDULE

F.11 DOCUMENTATION OF REQUESTS FOR EXTENSION

F.12 SUSPENSION OF WORK- NONCOMPLIANCE WITH CONTRACT

REQUIREMENTS

F.13 NOTICES TO PROCEED

F.14 Design Submittals F.15 Place of Performance

SECTION G – CONTRACT ADMINISTRATION DATA

G.1 DOSAR 652.232-70 PAYMENT SCHEDULE AND INVOICE SUBMISSION

(FIXED-PRICE) (AUG 1999) (Reference 632.908(a))

G.2 DOSAR 652.242-70 CONTRACTING OFFICER’S REPRESENTATIVE (COR)

(AUG 1999) (Reference DOSAR 642.272(a))

G.3 COST LOAD SCHEDULE FOR PROGRESS PAYMENTS

G.4 MONTHLY PROGRESS PAYMENT REQUESTS (Application for Payment)

G.5 CERTIFICATION OF PAYMENT TO SUBCONTRACTORS

G.6 AUTHORITY OF CONTRACTING OFFICER

G.7 PAYMENT

G.8 DEPARTMENT OF STATE INVOICE INSTRUCTIONS (10/2011)

G.9 CONTRACT PROGRESS PAYMENT

G.10 Tax Relief Procedures

G.10.1 PROCEDURES

G.11 DESIGNATION OF ADMINISTRATIVE CONTRACTING OFFICE

SECTION H – SPECIAL CONTRACT REQUIREMENTS

H.1 AUTHORIZED INSURANCE CARRIERS FOR DBA INSURANCE

H.2 DOSAR 652.237-72 OBSERVANCE OF LEGAL HOLIDAYS AND

ADMINISTRATIVE LEAVE (FEB 2015) (Reference DOSAR 637.110(c))

H.3 INSURANCE

H.4 RESERVED

H.5 SAFEGUARDING OF INFORMATION

H.6 PUBLIC RELEASE OF INFORMATION

H.7 DOCUMENTS - OWNERSHIP AND USE

H.8 REQUIREMENT FOR SHOP DRAWINGS

H.9 GOVERNING LAW

H.10 LAWS AND REGULATIONS

H.11 LANGUAGE PROFICIENCY

H.12 WAR RISKS

H.13 ASSIGNMENT

H.14 REVIEW OF DOCUMENTS AND LOCAL CONDITIONS

H.15 INDEMNIFICATION AGAINST CLAIMS AND ENCUMBRANCES

H.16 OTHER SERVICES NOT TO RELIEVE CONTRACTOR

H.17 ERRONEOUS REPRESENTATIONS

H.18 AUTHORIZED REPRESENTATIVE OF THE CONTRACTING OFFICER

H.19 Reserved

H.20 REFERENCED STANDARDS

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H.21 NOTIFICATION OF DIFFERING SITE CONDITIONS

H.22 EQUITABLE ADJUSTMENTS

H.23 PRESERVATION OF REFERENCE POINTS AND BENCHMARKS

H.24 CERTIFICATION OF BOUNDARY MARKERS

H.25 ORGANIZATION OF DRAWINGS AND SPECIFICATIONS

H.26 RESPONSIBILITY OF CONTRACTOR

H.27 ORGANIZATION AND DIRECTION OF THE WORK

H.28 CONSTRUCTION OPERATIONS

H.29 SUBCONTRACTORS AND SUPPLIERS

H.30 TEMPORARY FACILITIES AND SERVICES

H.31 DEFENSE BASE ACT INSURANCE

H.32 CONTRACTOR PERSONNEL

H.33 RESERVED

H.34 WATCHMEN

H.35 MATERIALS AND EQUIPMENT

H.36 IMPORTED MATERIALS, EQUIPMENT, AND PERSONNEL

H.37 HAZARDOUS MATERIAL IDENTIFICATION

H.38 SPECIAL WARRANTIES

H.39 DEFINITIONS

H.40 INFORMATION CONCERNING THE HOST COUNTRY

H.41 CONFERENCES

H.42 CHANGE ORDER PROCESSING

H.43 ENGLISH LANGUAGE DOCUMENTATION REQUIREMENT

H.44 TRAFFICKING PERSONS COMPLIANCE PLAN CERTIFICATION

H.45 RECRUITMENT OF THIRD COUNTRY NATIONALS FOR PERFORMANCE ON

DEPARTMENT OF STATE CONTRACTS (10/2012)

H.46 Key Personnel H.47 Order of Precedence

PART II - CONTRACT CLAUSES

SECTION I – CONTRACT CLAUSES

I.1 DEFINITIONS

I.2 THE CONTRACT

I.3 STANDARDS OF CONDUCT

I.4 FINANCIAL RECORDS AND ACCOUNTING

I.5 MISCELLANEOUS

I.6 MODIFICATIONS AND PROPOSAL SUBMISSION

I.7 BONDS AND INSURANCE

I.8 TIME

I.9 GOVERNMENT’S RESPONSIBILITIES

I.10 CONTRACTOR’S RESPONSIBILITIES

I.11 PRELIMINARY MATTERS

I.12 PROTECTION OF PERSONS AND PROPERTY

I.13 SUBCONTRACTORS AND SUPPLIERS

I.14 CONSTRUCTION PERSONNEL

I.15 MATERIALS AND EQUIPMENT

I.16 CHANGES AND EQUITABLE ADJUSTMENTS

I.17 PAYMENTS AND COMPLETION

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I.18 CLAIMS, DISPUTES AND PROTESTS

I.19 SUSPENSION AND TERMINATION

I.20 ADMINISTRATION

SECTION J – LIST OF ATTACHMENTS

J-1 ADMINISTRATIVE DOCUMENTS

J-2 Colombia Admin Attachments

PART IV -- REPRESENTATIONS AND INSTRUCTIONS

SECTION K - REPRESENTATIONS, CERTIFICATIONS AND OTHER STATEMENTS

OF OFFERORS

K.1 52.204-8 ANNUAL REPRESENTATIONS AND CERTIFICATIONS (JAN 2017)

(Reference 4.1202)

K.2 52.209-7 INFORMATION REGARDING RESPONSIBILITY MATTERS (JUL 2013)

(Reference 9.104-7(b))

K.3 52.230-1 COST ACCOUNTING STANDARDS NOTICES AND CERTIFICATION

(OCT 2015) (Reference 30.201-3)

K.4 52.236-28 PREPARATION OF PROPOSALS--CONSTRUCTION (OCT 1997)

(Reference 36.520)

K.5 DOSAR 652.225-70 ARAB LEAGUE BOYCOTT OF ISRAEL (AUG 1999)

(Reference DOSAR 625.7002(a))

K.6 DOSAR 652.228-70 DEFENSE BASE ACT – COVERED CONTRACTOR

EMPLOYEES (JUN 2006) (Reference DOSAR 628.309-70(a))

K.7 RESERVED

K.8 52.225-25 PROHIBITION ON CONTRACTING WITH ENTITIES ENGAGING IN

CERTAIN ACTIVITIES OR TRANSACTIONS RELATING TO IRAN—

REPRESENTATION AND CERTIFICATION (OCT 2015) (Reference 25.1103(e)

K.9 52-222-56 CERTIFICATION REGARDING TRAFFICKING IN PERSONS

COMPLIANCE PLAN (MAR 2015)

K.10 652.209-79 REPRESENTATION BY CORPORATION REGARDING AN

UNPAID DELINQUENT TAX LIABILITY OR A FELONY CRIMINAL CONVICTION

UNDER ANY FEDERAL LAW (DEVIATION PIB 2014-21) (SEP 2014)

SECTION L – INSTRUCTIONS, CONDITIONS, AND NOTICES TO OFFERORS

L.1 52.252-1 SOLICITATION PROVISIONS INCORPORATED BY REFERENCE (FEB

1998) (Reference 52.107(a))

L.2 52.204-6 DATA UNIVERSAL NUMBERING SYSTEM (DUNS) NUMBER (OCT

2016) (Reference 4.607(b))

L.3 DOSAR 652.206-70 ADVOCATE FOR COMPETITION/OMBUDSMAN (FEB 2015)

(Reference DOSAR 606.570)

L.4 52.214-34 SUBMISSION OF OFFERS IN THE ENGLISH LANGUAGE (APR 1991)

(Reference 14.201-6) L.5 52.214-35 SUBMISSION OF OFFERS IN U.S. CURRENCY (APR 1991) (Reference 14.201-6)

L.6 52.215-1 INSTRUCTIONS TO OFFERORS--COMPETITIVE ACQUISITION (JAN

2004) (Reference 15.209)

L.7 52.215-1 INSTRUCTIONS TO OFFERORS--COMPETITIVE ACQUISITION (JAN

2004)--ALTERNATE I (OCT 1997) (Reference 15.209)

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L.8 52.232-14 NOTICE OF AVAILABILITY OF PROGRESS PAYMENTS

EXCLUSIVELY FOR SMALL BUSINESS CONCERNS (APR 1984) (Reference 32.502-3)

52.232-38 SUBMISSION OF ELECTRONIC FUNDS TRANSFER INFORMATION WITH

OFFER (JUL 2013) (Reference 32.1110(g))

L.9 MAGNITUDE OF CONSTRUCTION PROJECT

L.10 52.236-27 SITE VISIT (CONSTRUCTION) (FEB 1995)--ALTERNATE I (FEB 1995)

(Reference 36.523)

L.11 52.211-1 AVAILABILITY OF SPECIFICATIONS LISTED IN THE GSA INDEX OF

FEDERAL SPECIFICATIONS, STANDARDS AND COMMERCIAL ITEM

DESCRIPTIONS, FPMR PART 101-29 (AUG 1998) (Reference 11.204(a))

L.12 52.211-2 AVAILABILITY OF SPECIFICATIONS, STANDARDS, AND DATA

ITEM DESCRIPTIONS LISTED IN THE ACQUISITION STREAMLINING AND

STANDARDIZATION INFORMATION SYSTEM (ASSIST) (APR 2014) (Reference 11.204(b)) L.13 52.216-1 TYPE OF CONTRACT (APR 1984) (Reference 16.105)

L.14 DEFENSE BASE ACT INSURANCE

L.15 Reserved L.16 52.233-2 SERVICE OF PROTEST (SEPT 2006) (Reference 33.106)

L.17 PROPOSAL PREPARATION INSTRUCTIONS

L.18 RFP QUESTIONS AND RESPONSES

SECTION M – EVALUATION FACTORS FOR AWARD

M.1 RESERVED

M.2 EVALUATION OF OFFERS

M.3 EVALUATION OF PRICE

M.4 BASIS OF AWARD

M.5 JOINT VENTURE/SIGNED STATEMENT OF JV INTENT AND DESCRIPTION OF

PARTNERSHIP

M.6 AWARD WITHOUT DISCUSSIONS

M.7 EVALUATION SUPPORT

Part I - The Schedule

SECTION B

PRICING

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SECTION B – PRICING

Note:

Clauses numbered 52.XXX… Are Federal Acquisition Regulation Clauses Clauses numbered DOSAR 652.XXX… Are Department of State Acquisition Regulation Clauses

B.1 PRICING

B.1.1

As a firm-fixed price contract, the Contract Price includes all labor, materials, equipment and services necessary to accomplish the design and construction required by the Contract.

Documents including applicable customs duties, transportation to the site, storage, premiums for insurance and bonds required by the Solicitation Documents and/or the Contract Documents, permits, license and inspection fees, taxes, and all other items called for by the contract or otherwise necessary for performance of the contract shall be included in the FFP. The Contract Price may be adjusted only by a written Contract modification signed by the Contracting Officer.

B.1.2

The contractor shall complete all work, including furnishing all labor, material, equipment and services as called for and required by the terms and conditions of this contract document and all attachments hereto. The maximum time allowable for performance has been identified in Section/Paragraph F.1, clause 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984) (Reference FAR 11.404(b)). The price is firm fixed-price and shall include all labor, materials, equipment, services, overhead and cost for insurance required by Section/Paragraph I.7 52.228-3, Workers’ Compensation Insurance (Defense Base Act) (for DBA Insurance also see Sections/Paragraphs H.1 and I.16).

B.1.3

The Contractor shall take all reasonable action to obtain exemption from or refund of any taxes or duties, including interest or penalty, from which the United States Government, the Contractor, any subcontractor, or the transactions or property covered by this contract are exempt under the laws of the country concerning its political subdivisions or which the governments of the United States and the country concerned have agreed shall not be applicable to expenditures in such country by or on behalf of the United States.

Note that the Contractor will not be reimbursed VAT or IVA under this contract by the USG.

All other taxes should be included in the firm fixed price and not separately reimbursable.

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B.2 CONTRACT PRICE - CONTRACT LINE ITEM NUMBERS (CLIN)

CLN Description Unit Price Unit of Issue

QTY Total

001 Design & Construction of Perimeter Barrier Defense System in Necocli, Colombia

LT 1

002 DBA Insurance LT 1

TOTAL

B.3 TYPE OF CONTRACT

This contract is Firm Fixed-Price payable entirely in the U.S. Dollar (USD) currency. No additional sums will be payable because of any escalation in the cost of materials, equipment, and services or labor, or because of the contractor’s failure to properly estimate or accurately predict the cost or difficulty of achieving the results required by this contract. Nor will the contract price be adjusted because of fluctuations in currency exchange rates. Changes in the contract price or time to complete will be made only due to changes made by the Government in the work to be performed, or by delays caused by the Government.

B.4 COST OF MATERIALS/EQUIPMENT

The cost of any materials or equipment required in conjunction with the services rendered herein shall be included in the proposed firm fixed-price.

B.5 GOVERNMENT FURNISHED PROPERTY/EQUIPMENT

52.245-2 Government Property Installation Operation Services

The US Government will not furnish equipment and materials to be incorporation into the work by the contractor.

SECTION C

DESCRIPTION/SPECIFICATIONS/WORK STATEMENT

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SECTION C DESCRIPTION/SPECIFICATIONS/WORK STATEMENT

C.1 General

C.1.1 General

The offeror shall provide all labor, materials, equipment, machinery, and components to construct the requested structures. The offeror shall provide for review and approval the design, drawings, material properties for the structures to be provided and identify an ability to support the logistical and security requirements associated with project execution.

The offeror shall have the capability of providing certified metal barrier-based defense system structures designed to protect against ballistic penetration of direct fire and fragmentation projectiles. Defense systems are to be fabricated utilizing a minimum 20 gauge galvanized steel which can be easily installed in an austere location. The defense system structures shall be constructed/assembled using pre-fabricated structures that are easily and securely reassembled in order to ensure efficient on-site assembly while at the same time appropriately and safely distributing the weights of loaded material within the system. The modular wall system will be installed on a solid and stable base that prevents erosion; this base should be made of concrete. Once installed, the system shall offer immediate stability meeting all appropriate Colombian building and structural codes. The defense system shall include all required accessories, such as corners, connectors, anchors and protection elements. The defense system shall be easily disassembled should it be required at a future date for assembly and installation at another site.

C.1.2 Assembly Process

The offeror shall provide and assemble the defense system structures according to the following procedures:

C.1.2.1 A geotechnical survey will be provided of an area on the base that is close to the solicited project, however, the awardee must execute confirmation of the provided survey.

The offeror is solely responsible for the design of the steel barrier wall defense structures and for a confirmation Geotechnical study that shall include the investigation of the subsoil, the analysis and Engineering recommendations needed for the design and construction of the works in contact with the ground, as to ensure an appropriate behavior of building, as well as the existing utilities, the land and the neighboring constructions. It shall include all the field tests required to quantify the mechanic and hydraulic characteristics of the subsoil. The offeror is solely responsible for the design of the steel barrier wall defense structures and shall submit for review by the INL Technical Review Panel a detailed report, which is to include but is not limited to the technical requirements, material requirements, design and drawings of the defense system structures, the recommended approach for the project and a detailed timeline, GANTT chart and critical path.

C.1.2.2 Transportation of Materials. The offeror is responsible for coordinating the transportation of all required material for assembly of the defense system structure. If fill material must be delivered to the project site, then the offeror is responsible for this effort.

The offeror is responsible for ensuring that all project material is delivered in an appropriate

SAQMMA-17-R-0126 Page 13 of 102 and timely manner, taking the necessary precautions to avoid any damage to the material during on load, transport and off load, with full consideration and responsibility given for all transportation security requirements.

C.1.2.3 Assembly of Defense System Structures. The offeror is solely responsible for the mounting, installation, and assembly of the defense system in a safe, proper and timely manner.

C.1.2.4 Fill Material. The offeror will be provided a site-specific geotechnical survey, and shall ensure the site properties meet the required physical properties to support the structure offered. Should the offeror require any fill material from a different site to assemble defense system, the offeror shall take fill material soil samples and/or perform other appropriate soil studies to determine suitability of said material. The offeror is responsible for ensuring that the fill material used to fill any protective barrier / bastion associated with the structure meets all force protection requirements, and that the material does not include rocks or other inappropriate material that may cause injury or pose a safety risk should the bastion defense system come under attack. Shrapnel-producing material (3/4” and larger) must be screened and removed prior to filling the bastion.

If delivery of fill material is necessary, the offeror shall include the location where appropriate fill material is to be obtained. The offeror is solely responsible for the acquisition of and quality of all fill material

C.1.2.5 Equipment and Machinery. For each project, the offeror shall identify, procure or rent the appropriate equipment and machinery to be used, based on the project requirements.

C.1.3 Site preparation. For each project, the offeror shall identify additional tasks required to install a complete defense systems, including but not limited to, appropriate soil stabilization/fill, disassembly/removal of existing fencing and structures to include the existing perimeter bastion wall, leveling/grading, etc. If any surface or subsurface obstacle is encountered, it will be removed and properly disposed of or if required (i.e. fencing, utilities, aqueduct, sewage line etc), will be properly relocated/rerouted to allow for the construction.

All work must be performed in accordance with the latest Colombian National codes.

Throughout this site preparation phase care must be taken to ensure civilian structures that are on the base perimeter and adjacent to or along the path of the perimeter barrier wall are not damaged.

C.1.4 Water and sewage services. When required, the offeror shall ensure proper relocation/rerouting of water, sewer, and electrical installations. These items will be detailed and individually priced. The offeror shall indicate in its proposal how it plans to manage this task. The offeror shall provide a civil-hydraulic certified engineer for completing the work with demonstrated, relevant experience for on-site supervision. All work shall be performed in accordance with the latest Colombian National codes.

C.1.5 Power services. Not foreseen, however, if required the offeror shall indicate in its proposal how it plans to manage this task. The offeror shall provide a certified electrical engineer for the completion of electrical installation and/or relocation and equipment connections with demonstrated, relevant experience for on-site work. This task includes but shall not be limited to: external movable spotlights; reflectors; system planning and

SAQMMA-17-R-0126 Page 14 of 102 construction of or removal of electrical infrastructure (if required posts, cabling, substations, transformer, and generators, etc.), in accordance with the latest Colombian National codes.

C.2 Delivery Location and Time.

The offeror shall deliver all defense system material and components to the work site by the date and time specified.

The offeror shall be responsible for ensuring that its personnel and subcontractors follow any special instructions for material delivery, as may be specified. This applies to any outside sources or subcontractors that might be delivering materials to a project site on behalf of the contractor. The contractor is responsible for the security of the material and components.

C.3 Completion, inspection, and delivery

The offeror shall include a project management tool (Gantt chart and critical path, or equivalent) indicating preparation, delivery, installation, clean up/turn over, and related tasks.

C.4 Specifications.

C.4.1 General.

All defense systems provided/assembled by the offeror shall meet the following minimum specifications:

Shall be fireproof, meet most updated Colombian National Codes / International Building Code in a seismic area and shall provide adequate resistance against external environmental factors (e.g., humidity, sea salt, excessive wind, fungus, mold, ultra-violet radiation).

Surfaces shall be resistant to corrosion throughout the warranty period.

The minimum 20 gauge galvanized steel metal barrier defense systems structure shall effectively mitigate damage from direct fire and indirect fire weapons attacks. The structure shall include a minimum 20 gauge galvanized steel cap that allows for inspection and provides environmental protection to the barrier wall system fill.

The galvanized steel metal barrier defense system structure must be made from material that is currently either U.S. Department of State, U.S. Department of Defense, U.S. Army Corps of Engineers, U.S. Nuclear Regulatory Commission or U.S. Embassy Bogota/Narcotics Affairs Section tested and approved against (fire) maltov cocktails, small arms rifle fire through 7.62, crew served machine gun fire through .50 cal, .40mm grenade fire and up to 40lb net explosive weight within three meters of the structure..

All electrical installation shall comply with the following electrical standards: NTC 2050 last upgraded version included but not limited to chapters 1,2,3,4 and section 645,NEC 250 last version upgrade, NTC 3471/UL 67, EIA/TIA 607, EIA/TIA 568-569 last version upgraded, ANSI/IEEE C62.41-C62.45, NEPA 780, NTC 4552, IEEE-80, IEEE-77 and RETIE last version upgraded.

Camouflage/Paint.

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The galvanized steel metal barrier material shall be able to withstand elements to include UV rays, salt air, moisture etc. possible covering by wild plants, without reducing or compromising the structural security and stability of the structures. The sides and surfaces of each installed component shall prevent any adverse effects from the root growing process of plants that may grow to cover the surfaces. Structures must be painted in accordance with the installation paint scheme.

Maintenance.

Following installation, the installed defense system’s design shall facilitate maintenance without the need to disassemble any of the components. The system must also allow for disassembly only from the friendly side. All damages - environmental, accidental or combat-related - shall be easily corrected using the same materials as were used in the original construction. During the warranty period any damage related to poor site preparation, design, quality of material or construction shall be repaired by the contractor. All damages shall be repaired in such a manner so that the repaired defense system has the same resistance and level of protection as before the damage occurred. The system must also allow for disassembly only from the friendly side.

Warranty.

The offeror shall provide a defense system that will remain stable with the required level of force protection for a minimum period of 10 years. During the ten-year period following installation, the constructed defense system shall be able to retain its quality and protective properties. The warranty will cover all of the components used to construct the bunkers -- to include labor-- against material defects for 10 years, the quality of the installation for 3 years due to poor site preparation, poor installation and shall cover for a period of 5 years the lighting associated with the structures (minus the filament which is subject to normal use wear and tear).

C.5 Supply and Required Components. The offeror shall provide all required components.

C.6 Required Components. The offeror shall provide the following defense system components:

C.6.1 Supply and Install 575 LM of High Perimeter Steel Barrier Wall. Project consists of construction / assembly of 575 LM of galvanized steel barrier wall approximately 2.40 meters high x minimum 1 meter wide, constructed on a solid and stable base that prevents erosion and sinking; this base should be a poured concrete footer on a solid rock base layer, providing the barrier wall system with proper structural stability, footing and drainage. The barrier wall shall have a minimum 20 gauge steel cover that runs the entire length of the barrier wall system. For additional security 375 LM of the barrier wall system shall be topped with a 2 meter high chain link fence (road frontage). The chain link fence material shall be installed flush at the barrier wall fill line/galvanized steel top cap and properly secured by upper and lower tension wire running horizontal to the . The perimeter wall will have four one man guard/fire support positions incorporated into the perimeter wall as delineated during the solicitation site visit and confirmed during the

SAQMMA-17-R-0126 Page 16 of 102 pre-construction conference. Tasks comprise but are not limited to the following sub-activities:

C.6.1.1 The 575 LM of High Perimeter Steel Barrier Wall shall be a minimum of 20 gauge galvanized steel on a continuous concrete footer topped by a 20 gauge galvanized steel cap that allows for a minimum 170lb person to walk on the cap to inspect and maintain the fencing and replace the fence screening as required without damage to the steel cap.

C.6.1.2 Supply and installation of galvanized steel posts with a diameter of 2” and min 5.0m long anchored in concrete, with the necessary lateral support to guarantee the fence stability. Note the fence shall have a screening material adhered which will increase the wind load on the fencing.

C.6.1.3 Supply and installation of reinforcement diagonals in galvanized rail pipe, with a diameter of 2” and 3.20m long.

C.6.1.4 Supply and installation of 10 gauge PVC coated galvanized wire mesh fencing material. Offeror provided wire mesh shall meet the code/specification of 80g of galvanization /m2.

C.6.1.5 Supply and installation of 14 gauge barbed wire.

C.6.1.6 Supply and utilize welding equipment and labor.

C.6.1.7 Supply and installation of #8 gauge galvanized tension wire in the lower and upper side of the mesh.

C.6.1.8 All welded joints are to be protected by applying zinc-rich paint in accordance with ASTM Practice A780.

C.6.1.9 The completed fence installed along the top of the barrier wall system shall have a black visual block material (locally known as polysombra) to prevent observation of the base from the road/surrounding terrain. This material shall be adhered to the fencing material so as to facilitate replacement and to ensure minimum stress on the fence due to wind load.

C.6.1.10 The fence shall be properly grounded, as required and within Colombian building code specifications , to ensure it does not conduct electricity. A licensed electrical contractor shall install grounding.

C.6.1.11 The one man guard/fire support positions shall each :

C.6.1.12 Have minimum dimensions: L 4.0 m x W 4.0 x H 2.40 m

C.6.1.13 Provide 360 degree ballistic protection which includes the roof; side walls with rafters load designed to support a minimum of three levels of filled sandbags (shrapnel and blast absorbing layer) supported on a minimum of a 2” poured concrete layer over a metal deck base with appropriate structural support, topped

SAQMMA-17-R-0126 Page 17 of 102 by an offset overhead pre-det steel screen (constructed utilizing a minimum 1/8” rebar with no more than a 1.5” opening) to mitigate the effect of indirect fire/pre-detonate rockets, grenades, mortars, tatucos, etc.

C.6.1.14 Have roof construction that includes sheet metal roofing with metal support truss/beams for environmental protection (shall be constructed over the pre-det layer).

C.6.1.15 Have a design that reduces the exposure gap of personnel in the position, meaning that the gap between the guard position ballistic walls height and the roof shall allow unobstructed observation and firing from a minimum of 0.40m not to exceed 0.60m reducing the profile of tower occupants.

C.6.1.16 Provide a minimum of NIJ III compliant steel wall protection.

C.6.2 The Barrier wall system will follow the specified perimeter area of the Necocli DIRAN Base and will consider the relocation of said perimeter to accommodate for the projected widening of the road that runs along the frontage of the base.

SECTION D

PACKAGING AND MARKING

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SECTION D – PACKAGING AND MARKING

Clauses numbered 52.XXX… Are Federal Acquisition Regulation Clauses

D.1 RESERVED

D.2 DEPARTMENT OF STATE MAIL AND COURIER ADDRESS

Unclassified and SBU hand carry deliveries and packages sent via U.S. Mail, Registered or Certified Mail from the contractor to DoS shall be made to the following address between the hours 8:00 AM and 4:00 PM. The contractor shall advise the intended recipient of the materials and estimated time of arrival a minimum of 24 hours prior to dispatching the package.

By courier (FedEx, UPS, etc.) or by hand to:

U.S. Department of State

A/LM/AQM/WWD/LGB

Attn: Larry A. Pruitt Jr, Contracting Officer SA-6A, Suite 400 1735 N. Lynn St.

Arlington, VA 22209

OR for U.S. Postal Delivery

Office of Acquisition Management A/LM/AQM/IP – SA-6A, Suite 400 Attn: Larry A. Pruitt Jr. Contracting Officer P. O. Box 9115, Rosslyn Station Arlington VA 22219

D.3 PACKAGING REQUIREMENTS FOR MAIL AND COURIER SHIPMENT OF

DOCUMENTS AND DRAWINGS

Separate packaging of electronic media and hardcopy material The Contractor and any associated subcontractors will package all paper documents and drawings separately from electronic media, regardless of its classification. Specifically, electronic media (such as CDs) will be transported in electronic media packages that contain no other hard copies of any kind, beyond that of transfer/receipt documentation. Paper drawings and documents will be packaged separately.

Double wrapping and addressing of packages For all shipping methods, the prime contractor and any associated subcontractors will ensure that all project documentation, regardless of classification, is double-wrapped with both

SAQMMA-17-R-0126 Page 19 of 102 layers addressed properly and labeled with the sender’s address. Document tracking receipts should be packaged inside the inner wrapping with the materials the receipt describes. No indication of the classification or sensitivity should appear on the outer wrapper.

Unclassified and SBU packages addressed to overseas facilities or sites may not have the words “blueprints” or “drawings” displayed on the outer wrapper.

Packaging heavy materials in appropriate containers In applying the above double-wrapping and addressing procedures, items sent via US mail or commercial carrier weighing more than one (1) pound shall be enclosed within an appropriately sized double-walled box or, for rolled drawings, a manufactured mailing tube.

The cardboard box or mailing tube counts as the second layer of wrap.

D.4 DOCUMENTATION OF SHIPMENTS

The Contractor shall submit the documentation required by contract clauses 52.247-63, Preference for U.S.-Flag Air Carriers (Jun 2003) and 52.247-64, Preference for Privately Owned U.S.-Flag Commercial Vessels (Feb 2006), as follows:

One legible copy of an onboard rated and freighted ocean bill of lading for each shipment to both;

(i) The COR, and

(ii) The Maritime Administration (MARAD), Office of Cargo Preference, 400 Seventh Street, SW, Washington, DC 20590. The documentation must be furnished with 20 working days of the date of loading for shipments originating in the US, and 30 working days for shipments originating outside the US. All subcontractor bills of lading shall be submitted through the Contractor.

MARAD http://www.marad.dot.gov/offices/cargo/ Email: cargo.marad@marad.dot.gov

FAX: 202-366-5522

D.5 DESPATCH AGENTS

The Government encourages the Contractor to contact the appropriate U.S. Department of State Despatch Agent, the names and telephone numbers of whom are available from the Contracting Officer, when obtaining shipping estimates. The Despatch Agent may be able to assist both U.S. and foreign firms in obtaining the most competitive rates for ocean or air transportation. The Government shall not be responsible for any delays in transportation resulting from use of a carrier recommended by the Despatch Agent.

Reference:

DOSAR 652.247-70 NOTICE OF SHIPMENTS (FEB 2015)

DOSAR 652.247-71 SHIPPING INSTRUCTIONS (FEB 2015)

http://www.marad.dot.gov/offices/cargo/ mailto:cargo.marad@marad.dot.gov

SECTION E

INSPECTION AND ACCEPTANCE

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SECTION E – INSPECTION AND ACCEPTANCE

Clauses numbered 52.XXX… Are Federal Acquisition Regulation Clauses

E.1 52.246-12 INSPECTION OF CONSTRUCTION (AUG 1996) (Reference 46.312)

E.2 SUBSTANTIAL COMPLETION

Definitions

“Substantial Completion” means the stage in the progress of the work as determined and certified by the Contracting Officer or Contracting Officer’s Representative in writing to the Contractor, on which the work or a portion thereof designated by the Government is sufficiently complete and satisfactory, in accordance with the requirements of the Contract Documents, that it may be occupied or utilized for the purpose for which it is intended, and only minor items such as touch-up, adjustments, and minor replacements or installations remain to be completed or corrected which (1) do not interfere with the intended occupancy or utilization of the work, and (2) can be completed or corrected within the time period required for final completion.

“Date of Substantial Completion.” means the date determined by the Contracting Officer or Contracting Officer’s Representative of which substantial completion of the work has been achieved.

E.3 USE OF EQUIPMENT BY THE GOVERNMENT

Right to use – The Government may take over and operate, with Government employees, such equipment as is necessary for heating or cooling such areas of the building as require the service, and other equipment such as elevators, electrical, plumbing and mechanical systems, as soon as the installation is sufficiently complete to permit operation.

Notice – The COR will advise the Contractor in writing, prior to the use of the equipment, which items of equipment will be operated, and the date and time such operation shall begin.

Effect on warranties – Government operation of equipment will not relieve the Contractor of any warranty or correction obligations elsewhere provided for in this contract. The applicable correction period, elsewhere provided for in this contract, for each piece of equipment shall be in accordance with the applicable provisions of this contract.

E.4 FINAL COMPLETION AND ACCEPTANCE

Definitions

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“Final Completion and Acceptance” means the stage in the progress of the work as determined and certified by the CO or COR in writing to the Contractor, on which all work required under the contract has been completed in an acceptable manner in accordance with the contract requirements, subject to the discovery of latent defects after final completion, and except for items specifically excluded in the notice of final acceptance.

“Date of Final Completion and Acceptance” means the date determined by the Contracting Officer as of which final completion of the work has been achieved, as indicated by written notice to the Contractor.

E.5 QUALITY ASSURANCE AND QUALITY CONTROL

The Contractor shall institute an appropriate inspection system including checklists of duties to be carried out, ensuring these duties are carried out by the supervisory staff and senior employees, and carrying out weekly inspections to determine whether the various services (both design and construction) are being performed according to the contract requirements.

Copies of the weekly inspection reports shall be provided to the COR seven (7) days after end of weekly period.

Any shortcomings and/or substandard conditions noted in such inspections shall be promptly corrected and improved; any conditions beyond the responsibility of the Contractor shall be brought to the attention of the Contracting Officer or COR, for disposition.

Monthly Report: The Contractor shall render a monthly progress report, summing up observations resulting from the inspections, progress, difficulties or irregularities encountered, resolution of problems, measures taken to improved conditions, recommendations, and other matters related to this contract. This monthly report shall be submitted to the COR, together with the Contractor’s monthly invoice.

Inspection by Government: The services being performed hereunder and the supplies furnished will be inspected from time to time by the COR, his/her authorized representatives, or a third party contractor hired to provide monitoring service to determine that all work is being performed in a satisfactory manner, and that all supplies are of acceptable quality and standards.

The Contractor shall be responsible for any countermeasures or corrective action, within the scope of this contract, which may be required by the Contracting Officer because of such inspection.

E.5.1 Basis of Construction

The contract drawings, specifications, and design criteria as provided in the contract document is the basis of construction. The contractor shall design and construct the project in accordance with the contract documents.

E.5.1.1 The contractor developed and INL accepted design shall be the guide and direction for construction operations and execution. Upon acceptance of the Design Documents, the Contracting Officer may issue a letter of acceptance indicating that the design has been accepted.

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Government acceptance does not supersede the contractually documented design and construction requirements: acceptance of the design documents does not relieve the contractor of compliance with contract drawings, specifications, and design criteria, and performance requirements issued in the contract or RFP.

E.5.1.2 During contract performance, the contractor shall immediately notify the CO or COR of any discrepancies or omissions of design elements required by the contract drawings, specifications, and design criteria but not included in the design documents. The notification shall include the proposed corrective action and effect on contract performance schedule, if any.

E.6 PROJECT COMMUNICATIONS

General – INL may use an accredited a web-based Extranet that enhances the security associated with the exchange of DOS design/construction data, and provides business applications that improve the communication between INL and partner contracting activities.

If utilized details about this web-based Extranet will be provided once selected by INL.

SECTION F

DELIVERIES OR PERFORMANCE

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SECTION F – DELIVERIES OR PERFORMANCECLAUSES INCORPORATED BY

REFERENCE

Clauses numbered 52.XXX… Are Federal Acquisition Regulation Clauses

F.1 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF

WORK (APR 1984) Alternate I (APR 1984) (Reference 11.404)

Complete blanks as follows:

(a) 30

(c) The completion date/period: The period of the contract for substantial completion shall be calculated from date of issuance of Limited NTP-Design and shall be no more than:

Project Name Project Duration

Substantial Completion

Final Acceptance Date

Steel Barrier Wall – Necocli, Colombia

120 Calendar Days

*The Date for Substantial Completion shall be the date of NTP + Project Duration (See Section/Paragraph E.2 SUBSTANTIAL COMPLETION)

**The Date for Final Acceptance shall be the Date for Substantial Completion + 60 days or longer period as agreed and authorized by the COR.

F.2 52.211-12 LIQUIDATED DAMAGES – CONSTRUCTION (SEPT 2000) (Reference 11.503)

Complete blank(s) as follows:

Project Name Amount (per day) Steel Barrier Wall – Necocli, Colombia

$256.65

See Section/Paragraph E.2 SUBSTANTIAL COMPLETION

F.3 52.211-13 TIME EXTENSIONS (SEPT 2000) (Reference 11.503)

F.4 52.242-14 SUSPENSION OF WORK (APR 1984) (Reference 42.1305)

F.5 SCHEDULES

CONTRACTOR’S SUBMISSION OF PROJECT EXECUTION SCHEDULES

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The time for submission of the schedules shall be as required in the Statement of Work.

These schedules shall include the construction, shop drawings, product data, samples and other submittals required by the contract to be submitted for acceptance.

All deliverables shall be in the English language, unless otherwise provided hereunder, and any system of dimensions (i.e., English or metric) shown shall be consistent with that used in the contract. No extension of time shall be allowed because of a delay by the Government in approving such deliverables if the Contractor has failed to act promptly and responsively in submitting its deliverables. Each deliverable shall be identified as required by the contract.

The Contractor shall revise such schedules (1) to account for the actual progress of the work,

(2) to reflect approved adjustments in the performance schedule, and (3) as required by the COR to achieve coordination with work by the Government and any separate contractors employed by the Government. The Contractor shall submit schedules on the last day of the preceding month for the next month’s work. The schedule shall sequence work to minimize disruption at the jobsite.

F.6 WORK HOURS

For this project the hours of work should be according to regular work hours in Colombia, this is 40 hours a week and from 8:00H to 17:00H (1 hour of lunch). If other schedule is proposed by the contractor it requires the approval from the beneficiary.

F.7 EXCUSABLE DELAYS

The Contractor will be allowed time, not money, for excusable delays as defined in FAR 52.249-10, Default. Examples of such cases include (l) acts of God or of the public enemy;

(2) acts of the United States Government in either its sovereign or contractual capacity; (3) acts of the government of the host country in its sovereign capacity; (4) acts of another contractor in the performance of a contract with the Government; (5)fires; (6) floods; (7) epidemics; (8) quarantine restrictions; (9) strikes; (l0) freight embargoes; and (11) unusually severe weather.

In each instance, the failure to perform must be beyond the control and without the fault or negligence of the Contractor, and the failure to perform furthermore (1) must be one that the Contractor could not have reasonably anticipated and taken adequate measures to protect against, (2) cannot be overcome by reasonable efforts to reschedule the work, and (3) directly and materially affects the date of final completion of the project.

In determining whether the Contractor’s failure to perform is beyond the control and without the fault or negligence of the Contractor, if the Contractor contends that its inability to perform is due to poor security conditions, the Government will consider, at a minimum, the following: (i) whether the Contractor implemented adequate security resources, in light of the information reasonably available to the Contractor; (ii) whether the Contractor deployed adequate additional security resources in a timely manner and on an expedited basis, once the need for additional security resources became reasonably clear; and (iii) whether the security conditions were directly impacting the Contractor in its performance of its contract (as

SAQMMA-17-R-0126 Page 25 of 102 opposed to generalized assessments of security conditions in an entire country or city).

Furthermore, the mere fact that the diplomatic post in the city or country where the contract was being performed changed its operating status (e.g., from Authorized Departure to Ordered Departure) or that a new travel warning, warden message, or similar document or communication was issued by the Department of State, will not establish that the security conditions prevented the Contractor from performing the Contract.

F.8 DELIVERABLES/SUBMITTALS

The contractor shall furnish the following deliverables/submittals listed in the Statement of Work as well as all other identified under this contract.

F.9 RESERVED

F.10 PROJECT EXECUTION SCHEDULE

Project Execution Schedules shall be submitted to the COR for acceptance. The schedule shall show the order in which the Contractor proposes to perform the work and the dates on and time periods within which the Contractor contemplates starting and completing the various portions of the work, in the form and containing such detail as is required by the Contract Documents. The Contractor shall revise such schedules (1) to account for the actual progress of the work, (2) to reflect approved adjustments in the Contract Time, and (3) as required by the COR to achieve coordination with work by the Government and separate contractors. If the Contractor fails to submit any schedule or schedule revision within the time prescribed, the COR may withhold approval of progress payments until the Contractor submits the required schedule or schedule revision.

Acceptance of schedule - When the Government has accepted any time schedule, it shall be binding upon the Contractor. The Contract Time is fixed by the contract, and may be extended only by a written Contract modification, Change Order or Supplemental Agreement signed by the Contracting Officer. Acceptance or approval of any schedule or revision thereof by the Government shall not (1) be effective to extend the Contract Time or obligate the Government to do so, (2) constitute acceptance of any delay, nor (3) excuse the Contractor from or relieve the Contractor of its obligation to maintain the progress of the work and achieve final completion within the Contract Time.

Recording progress - The Contractor shall record the actual progress of the work against the approved schedules in the form and at intervals as may be required by the COR.

Notice of delay - In the event the Contractor receives a notice of any change in the work, or if any other conditions arise which are likely to cause or are actually causing delays which the Contractor believes may result in completion of the project after the Contract Time, the Contractor shall notify the COR of the effect, if any, of such change or other conditions upon the accepted schedule, and shall state in what respects, if any, the relevant schedule or the Contract Time should be revised. Such notice shall be given promptly and not more than 30 calendar days following the first occurrence of event giving rise to the delay or prospective delay. Revisions to the accepted Progress Schedule shall only be made with the approval of the COR.

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Maintenance of progress - If the Contractor falls behind an accepted schedule, the Contractor shall take steps necessary to improve its progress or overcome any delays and ensure completion of the work within the Contract Time, without additional cost to the Government.

In this circumstance, the contractor shall demonstrate how the approved rate of progress will be regained and shall submit for acceptance a supplementary schedule or schedules.

Methods may include: increase of any or all of the number of shifts, overtime operations, days of work, and the amount of construction planned.

Schedule revision and equitable adjustments - Upon the request of the Contractor, the Contracting Officer shall ascertain the facts and the extent of the any failure to adhere to the performance schedule resulting from alleged excusable delay. If the Contracting Officer determines that any failure to perform results from one or more of the causes for an excusable delay, the relevant schedules shall be revised, subject to the rights of the Government under the termination clause of this contract. In addition, if and to the extent considered appropriate in the judgment of the Contracting Officer, an equitable adjustment shall be made in the Contract Time.

F.11 DOCUMENTATION OF REQUESTS FOR EXTENSION

Any request for a time extension must be supported by the following data, and any other relevant data requested by the COR:

For any delays for which an extension of time is requested, (a) the exact date and degree of work stoppage, (b) the date of resumption of any or all parts of such work, and (c) a description of the nature of the delay and the degree, if any, to which the Contractor could have reasonably anticipated and guarded against such delay or damage incidental thereto.

For delays in receipt of Contractor furnished materials, (a) the date the materials were ordered, (b) the dates of anticipated delivery at the port of entry and at the project site, (c) the date the materials were scheduled for use or installation by the Contractor, (d) the date the materials were shipped, and (e) the dates the materials were actually received at the port of entry, cleared customs, and were delivered to the project site.

For delays in receipt of Government furnished materials, the date the materials were scheduled for use or installation by the Contractor and the date(s) the materials were actually received at the port of entry, cleared customs, and were delivered to the project site.

For delays in receipt of Government approvals of submittals properly prepared, reviewed and approved by the Contractor before their submission as required by the Contract Documents,

(a) the date of submission, (b) the date approvals were received by the Contractor, and (c) the date that installation or fabrication indicated by the submittals were begun, compared with the dates indicated by the current approved construction schedule and schedule of submittals.

For weather delays, (a) average weather conditions during a comparable period over the preceding ten years, (b) a daily log recording the actual weather conditions during the relevant time period, and (c) the dates work affected by the weather conditions were scheduled to be performed and the actual dates of performance.

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F.12 SUSPENSION OF WORK- NONCOMPLIANCE WITH CONTRACT

REQUIREMENTS

In the event the Contractor is in non-compliance with any requirement of this contract and fails to promptly initiate such action as may be appropriate to comply with the specified requirement, the Contracting Officer shall have the right to order the Contractor to suspend any or all work under the contract until the Contractor has complied or has initiated such action as may be appropriate to comply with the contract requirement. The Contractor will not be entitled to any extension of contract time or payment for any costs incurred because of being ordered to suspend work for such a cause.

F.13 NOTICES TO PROCEED

At the time of contract award, the Contractor must commence work to…