RFQ 19GT5026Q0006 GUATEMALA INL G MRI IBI ALTA VERAPAZ CHECKPOINT.pdf

U.S. Embassy Guatemala March 2 , 2026

Subject: Request for Quotation number 19GT5026Q0006 – Check point awning for Alta Verapaz for the U.S. Embassy in Guatemala – INL

Dear Prospective Quoter:

Enclosed is a Request for Quotation (RFQ) for Check Point awning in Chahal, Alta Verapaz for the U.S. Embassy in Guatemala. If you would like to submit a quotation, please complete the required portions of the attached documents, and submit your offer to:

GuatemalaBids@state.gov

Please use ONLY the address provided above to send your offer. Include the name of your company and the solicitation number in the subject line of your e-mail. Offers sent to any other email addresses may not be considered valid.

In order for a quotation to be considered, you must also complete and submit the following: 1. SF-1442

2. Section A Statement of Work

3. Section B Pricing

4. Proof of SAM Registration

Offerors shall be registered in the SAM (System for Award Management) database at https://www.sam.gov prior to submittal of their offer/proposal as prescribed under FAR 4.1102.

Failure to be registered at time of proposal submission may deem the offeror’s proposal to be considered non-responsible and no further consideration will be given. Therefore, offerors are highly encouraged to register immediately if they are interested in submitting a response to this requirement. The guidelines for registration in SAM are also available at:

https://www.fsd.gov/fsd-gov/learning-center-system.do?sysparm_system=SAM“

The U.S. Government intends to award a contract to the responsible company submitting a technically acceptable offer at the lowest price. The U.S. Government intends to award a contract based on initial quotations, without holding discussions, although we may hold discussions with companies in the competitive range if there is a need to do so.

A site visit has been scheduled for March 18, 2026, at 9:30 AM. Participants will meet at Km

366.7 Franja Transversal del Norte, Municipio de Chahal, Alta Verapaz, Guatemala road Please submit an email to AlburezAG@state.gov if you are interested to participate not later than March 10, 2026, by 17:00 hours.

The due date to submit questions for this solicitation is March 20 2026, by 17:00 hours. Submit your questions via email to AlburezAG@state.gov

SENSITIVE BUT UNCLASSIFIED

mailto:GuatemalaBids@state.gov https://www.sam.gov/ https://gcc02.safelinks.protection.outlook.com/?url=https%3A%2F%2Fwww.fsd.gov%2Ffsd-gov%2Flearning-center-system.do%3Fsysparm_system%3DSAM&data=05%7C01%7CGaldamezAL%40state.gov%7Cb26946e7255f4fdfa61808da488b8ad9%7C66cf50745afe48d1a691a12b2121f44b%7C0%7C0%7C637902061425901539%7CUnknown%7CTWFpbGZsb3d8eyJWIjoiMC4wLjAwMDAiLCJQIjoiV2luMzIiLCJBTiI6Ik1haWwiLCJXVCI6Mn0%3D%7C3000%7C%7C%7C&sdata=inP1fR28N3BHGZiNUoPThSD6l%2FVwey%2B7ATnZ0yn1h9s%3D&reserved=0 mailto:AlburezAG@state.gov

Quotations are due by April 10, 2026 by COB 17:00 hours. You will receive an automatic response from the GuatemalaBids@state.gov inbox once your bid has successfully been received.

If you do not receive this automatic response, notify us by email AlburezAG@state.gov No quotations will be accepted after this time. Proposals must be in English and incomplete proposals will not be accepted.

Email bids should not contain attachments greater than 10MB in size, or they may be refused by the system. Quotation documents should be .pdf, .tif, or .gif files only. Please include the name of your company and the RFQ number in the subject line of your email submittal.

Sincerely, Beau Garrett Contracting Officer

SENSITIVE BUT UNCLASSIFIED

mailto:GuatemalaBids@state.gov

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NUMBER

19GT5026Q0006

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

03/02/2026

PAGES

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NUMBER

5. REQUISITION/PURCHASE REQUEST NUMBER

PR15813621

6. PROJECT NUMBER

7. ISSUED BY CODE GT500

AMERICAN EMBASSY GUATEMALA CITY

Boulevard Austriaco 11-51, Zona 16, ATTN: GSO - PROCUREMENT SECTION Guatemala

GUATEMALA

8. ADDRESS OFFER TO

AMERICAN EMBASSY GUATEMALA CITY

Boulevard Austriaco 11-51 Zona 16, ATTN: GSO

GUATEMALA CITY

GUATEMALA

9. FOR INFORMATION

CALL:

a. NAME Ana Alburez

b. TELEPHONE NUMBER (Include area code) (NO COLLECT CALLS) +502 30128235

SOLICITATION

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying number, date)

The U.S. Embassy in Guatemala requires the acquisition of a Semi-Permanent awning, security fencing (chainlink), concrete barriers, 40’ Sea Container for Office Space and Storage, Generator and Metal Cart in Chahal, Alta Verapaz, Guatemala in accordance with the attached Statement of work.

11. The contractor shall begin performance within 7 calendar days and complete it within 30 calendar days after receiving award, x notice to proceed. This performance period is x mandatory negotiable. (See ).

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and copies to perform the work required are due at the place specified in Item 8 by 17:00 (hour) local time 04/10/2026 (date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

b. An offer guarantee is, x is not required.

c. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

d. Offers providing less than calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

STANDARD FORM 1442 (REV. 8/2014)

Prescribed by GSA - FAR (48 CFR) 53.236-1(d)

12A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If “YES,” indicate within how many calendar days after award in Item 12B.)

YES x NO

12B. CALENDAR DAYS

SENSITIVE BUT UNCLASSIFIED

AMOUNTS

OFFER (Must be fully completed by offeror)

15. TELEPHONE NUMBER (Include area code)14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code)

CODE FACILITY CODE

16. REMITTANCE ADDRESS (Include only if different than Item 14.)

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement stated in Item 13d. Failure to insert any number means the offeror accepts the minimum in Item 13d.)

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT

NUMBER

DATE.

20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print) 20b. SIGNATURE 20c. OFFER DATE

STANDARD FORM 1442 (REV. 8/2014) BACK

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c)( ) 41 U.S.C. 253(c)( )

26. ADMINISTERED BY CODE 27. PAYMENT WILL BE MADE BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

28. NEGOTIATED AGREEMENT (Contractor is required to sign this document and return copies to issuing office.) Contractor agrees to furnish and deliver all items or perform all work, requisitions identified on this form and any continuation sheets for the consideration slated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certifications, and specifications or incorporated by reference in or attached to this contract.

29. AWARD (Contractor is not required to sign this document.) Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED

TO SIGN (Type or print)

31A. NAME OF CONTRACTING OFFICER (Type or print)

30B. SIGNATURE 30C. DATE 31B. UNITED STATES OF AMERICA, BY 31C. AWARD DATE

TABLE OF CONTENTS

SF-1442 COVER SHEET

A. PRICING

B. STATEMENT OF WORK

C. PACKAGING AND MARKING

D. INSPECTION AND ACCEPTANCE

E. DELIVERIES AND PERFORMANCE

F. CONTRACT ADMINISTRATION DATA

G. SPECIAL TERMS AND CONDITIONS

H. CLAUSES

I. LIST OF ATTACHMENTS

J. INSTRUCTIONS ON HOW TO SUBMIT A QUOTATION

K. EVALUATION CRITERIA

L. REPRESENTATIONS, CERTIFICATIONS AND OTHER STATEMENTS

REQUEST FOR QUOTATION 19GT5026Q0006 - CONSTRUCTION

I. SCOPE OF SERVICES

The U.S. Embassy in Guatemala requires the purchase of Semi-Permanent awning, security fencing (chain-link), concrete barriers, 40’ Sea Container for Office Space and Storage, Generator and Metal Cart in Chahal, Alta Verapaz, Guatemala (see Attachment #7) in accordance with the specifications and terms and conditions set forth herein.

The contractor shall provide all required labor, personnel, management, materials & equipment to supply the required semi-permanent, security fencing and concrete barriers.

SECTION A - PRICING

I. This requirement will result in the award of a Firm-fixed price (FFP) contract in accordance with the specifications of this Statement of Work (SOW). No additional sums will be payable due to any escalation in the cost of materials, equipment, or labor, or because of the Contractor’s failure to properly estimate or accurately predict the prices or difficulty of achieving the results required by this contract. Nor will the contract price be adjusted on account of fluctuations in the currency exchange rates.

II. The price listed below shall include all labor, materials, overhead, profit, and transportation necessary to deliver the required items to the US Embassy Guatemala designated locations as specified in the SOW.

III. All prices are in the currency that the vendor is capable to provide an invoice, either U.S.

Dollars or Quetzales.

IV. Value added tax (VAT) shall not be included in the CLIN rates. Instead, it will be included in the invoices submitted for payment. The Government is exempt from VAT tax (IVA tax). A VAT exemption form is provided for this tax.

V. Payment terms are Net 30 days

VI. Payment will be processed by EFT only.

VII. The Contractor shall complete all work, including furnishing all labor, material, equipment, and services required under this contract for the following firm fixed price and within the time specified.

This price shall include all labor, materials, all insurance, overhead and profit.

No. Description Quantify Unit Unit Price

TOTAL

PRICE

(NET)

1 Semi-Permanent Awning Installed in Chahal, Alta Verapaz, Guatemala.

1 Each

2 Security Fencing (chain-link) 25 Each 3 Concrete Barriers 16 Each 4 Labor, delivery, materials, overhead and profit 1 Each

5 40’ Sea Container for Office Space and Storage.

2 Each

6 Generator and Metal Cart. 1 Each 7 Awning for generator 4m x 4m 1 Each 8 DBA Insurance 1 Each

GRAND

TOTAL

(NET)

SECTION B - STATEMENT OF WORK

The character and scope of the work are set forth in the contract. The Contractor must furnish and install all materials required by this contract.

In case of differences between small and large-scale drawings, the latter will govern. Where a portion of the work is drawn in detail and the remainder of the work is indicated in outline, the parts drawn in detail shall apply also to all other portions of the work.

EQUIPMENT DESCRIPTION

All equipment shall be new and not previously used.

Item No.

DESCRIPTION

Quantity in units

1 Semi-Permanent Awning with the option of disassembly and assembly in another location if necessary. The Awning must meet the following performance characteristics:

ARCHITECTURAL

Awning Canvas:

o Black out, white, waterproof, flame retardant PVC laminated fabric with polyester scrim or equivalent performance fabric, UV protection, fungus retardant, 24 oz, one year wear and weather degradation warranty.

o It will be installed a central canvas in the upper chord of the joists, and two lateral canvases in the lower chord of the joists.

o The canvas must be manufactured with 100% polyester fabric with high resistance to tension, tearing and UV rays. It must be of low elongation, waterproof, high flexibility, flame retardant and weather resistance.

o Blackout type, of at least 24 oz., laminated in 3 layers, 2 white external ones and a gray central one.

o The canvas will have eyelets spaced close enough to allow a correct and tight tie to the joist cord, so that it does not form wrinkles or pockets where water can deposit. The rope for tying the canvas must be with Dacron Polyester Rope, moisture, oil, UV and rot resistant or equivalent.

o Rainwater or serene water may not be deposited at any point on the canvas.

o (Refer to attachment “Standard Awning Cover 20M” page #2 and page #3 for details, measurements, and designs) o

CIVIL

Structure:

o Width of 12.5 meters parallel to the road, 25.00 meters across. Cross section: height of 4.10 meters and ridge heigh of 8.60 meters.

o A Preliminary Structural study and a calculation matrix of the structure to be built shall be provided by the contractor. After award, contractor shall provide a final complete study certified by an Engineer that includes calculation of all sections, connections, bolts, counterweights, and welding.

o The contractor must present final shop drawings, final electrical equipotential bonding diagram and final “as built” drawings.

o After the award, the contractor must perform a compliance test of concrete resistance, and other structural components and provide results before installation.

o All measurements must allow a 5% variance. After the award, contractor shall rectify field measurements in the next (five) 5 calendar days.

o All studies and tests will be provided by the contractor, before any actual manufacture is performed. The COR for this contract will approve the studies for the contractor to proceed with the manufacture.

(Refer to attachment “Standard Awning Cover 20M” page #1 for details, measurements, and designs)

Base system:

o The columns must be fixed by means of a plate and embedded bolts to prefabricated reinforced concrete counterweights fc= 3000psi minimum of dimensions determined by structural calculation, with a minimum weight of 1.5 tons each, which will be semi-buried and perfectly level.

o Two bubble levels shall be placed in every column to be always checked, for the correct verticality of the element both on the X axis and on the Y axis.

(Refer to attachment “Standard Awning Cover 20M” page #4 for details, measurements, and designs)

Frame:

o It must be manufactured in modular segments that allow assembly at the installation site, as well as a possible disassembly for transfer.

o All segments of the frame for columns and arches shall be manufactured on sections formed with bidimensional open web joists according to structural review to ensure that the structure with its membrane and other elements are capable of withstanding sustained winds of at least 125 km/h or 9.9lb/feet2. The profiles and tubes shall be made of galvanized G72 (72000 psi) ASTM A653 zinc coated Z180. Other structural elements may be formed using square or round tubing. All connections shall be welded or bolted. Elements with only pressure, superimposed, with simple couplings, etc. will not be accepted.

o All connecting elements must be fabricated using galvanized plates.

o Welding shall be E70XX.

o All sections where there is welding must be carefully cleaned and excesses removed prior to painting with 2 coats of anticorrosive paint and two coats of aluminum color paint.

(Refer to attachment “Standard Awning Cover 20M” page #1and page #2 for details, measurements and designs)

ELECTRICAL

Lightning protection system:

o Rod and grounding systema meeting the following or similar performance characteristics:

o Lightning rod, NFPA 780:2020 compliant, protection level I for a 42α protected radio.

o Aerial rod installed five (5) meters above the awning structure.

o Ground rod or assembly should be 5 Ω of resistive or less.

o Equipotential bonding

(Refer to attachment “Standard Awning Cover 20M” page #3 for details, measurements, and designs) The lightning system must be designed and certified by a licensed electrical engineer.

Description of lighting system:

o For the lighting system, the vendor must consider the supply and installation of 8 luminaires (4 per side), LEDs of 400 watts each, 120-240 v, with IP65 protection and a minimum luminous flux of 35,000 lumen.

o The luminaire must be installed in each frame, 2.00 m from the column (directed from the horizontal towards the canvas, seeking lighting by reflection and avoiding dazzling both vehicle drivers and the control post personnel.

o The on/off control switch must be installed at a height of

1.30 above the floor, in one of the central columns, behind the container that houses the offices.

o The power supply for these lamps must be taken from the electrical panel of the container, with its respective breaker.

o The lighting/electrical system must be designed and certified by a professional electrical engineer.

(Refer to attachment “Standard Awning Cover 20M” page #1 for details, measurements, and designs)

02 Fifty meters (50mts) of fence

To be installed at the checkpoint. Mobile safety fence panels (2mts each panel) and concrete footing need to be installed to protect pedestrians and drivers in hazardous areas. This fence should be easy for one person to install and take down.

General Information:

o Mobile fences need to support themselves and cover an area of 50 meters in each checkpoint.

o Fences should be made of squares of 2m by 2m.

o Each square of fence needs to have a plastic cover

(Privacinta) or equivalent in the mesh, to prevent visibility from the outside.

o All materials should be for exterior use.

Materials:

o High quality low carbon steel wire, hot dipped galvanized wire, PVC coated wire.

o Pre-cast concrete footing.

Features:

o Welded then galvanized, uniform mesh.

o High strength with good quality low carbon steel wire.

o Easy installation.

Temporary Welded Mesh Fence clamp:

o The post and the hook will be welded together between every piece of the fence and installed with the steel clamp.

Generally, the post is the round tube (32mm, 48mm OD) o Specifications of Temporary Control Fence, Welded Mesh Type.

o Specification of Mesh Fences Spot welded by 3-5mm diameter quality mild steel wire.

o Visibility: Use Privacinta (Refer to attachments for more details).

o Panel L*W(m) 2 meters by 2 meters.

o Support Post Diameter 2 inches.

Color:

o Silver

03 Double-sided road safety barrier made of reinforced concrete. 16

General information:

Needs to have a high level of contention and versatility that allows it to be used for highway division and other urban planning.

Technical Specifications o The barriers need to have the ability to connect each other by pins.

o The pins also can be used to pull the barriers.

o The barriers materials can be used or be supported on pavements, curbs or natural terrain

Size:

o Wide 0.64m o Height 0.83m o Long 3m

(Refer to attachment “Concrete Barriers” for details, and designs)

04 Labor and Delivery o The vendor must include in the quote all prices including the labor and transportation services.

Installation o The Contractor must provide a set of shop drawings with details on how each piece is assembled to each other, to assemble and disassemble the awning infrastructure and final drawings of “as is” including a general layout plan referenced to the central line of the road.

o The Contractor must have all necessary equipment and safety precautions vial signage during the period of installation of the awning at the location.

o The Contractor must have all necessary lights for visibility during nighttime hours while installing the awning.

o The Contractor must provide a Gantt diagram of activities for the whole project. Complete Installation of awning, canvas and electrical work at the location shall not exceed five calendar days.

o Vendor must deliver a maintenance manual and a check list for periodic verifications in Spanish language.

o The vendor must deliver all technical sheets of all materials used in the project, as well as standard compliance.

o In case of differences between small and large-scale drawing, the latter will govern.

o Where a portion of the work is drawn in detail and the remainder of the work is indicated in outline, the parts drawn in detail shall apply to all other portions of the work.

Class A or B, modified to be used as an office space and to be placed over six (6) reinforced concrete bases on the side of a main highway.

(See Container 1-7 type PCI attachment for technical reference)

Each container must comply with:

• Used/second hand, 2 to 8 years manufacture. Classified as Premium as per IICL-5 standard.

• Watertight, windproof.

• No visible corrosion in extent of over 5% of the surface (before paint job)

• Limited to non-structural damage on floor, walls, roofs and doors

(dents are acceptable within five (5) inches of dent extent and ½ inch deep)

• Odor free from any chemicals, mold or mildew, no visible presence of mold or mildew.

• Internal floors cannot have gaps and must be leveled, walls and roofs unions must be watertight, and no sharp edges are accepted.

Each container should have:

• Two (2) metallic doors; one (1) for the main area, and one (1) for the storage area, with padlocks and push bars with exterior keyed lever and able to open to the outside.

• Two (2) outside security grid doors to protect the containers doors, built of steel with a latch to padlock.

• Both doors will be painted with the same color as the outside container, with metal access steps, stairs with handrail for each door.

• Two (2) PVC windows located in the back side of the container, with metal fence to protect the windows and white mosquito nets and sliding rail.

• Two (2) outside security grid windows to protect the containers windows, built of steel.

• 2’x2’ Mineral board ceiling, plus thermal fireproof non-toxic insulation.

• Internal insulation of ceiling and walls (thermal, sound, fire, non-toxic) and drywall humidity resistant on internal ceiling and walls (20mm for walls and 30mm for ceiling).

• Four (4) LED ceiling panel lamps 2x4’, 72w DL, 6480 lumens, 6000k. + 1 2x18w, T8 LED tubes, vapor tight, surface mounted, IP65 in the storage area.

• Three (3) exterior mounted LED 100W reflectors (front side, facing the highway), DL, 12,000 lumens, 6500K, IP66.

• All lamps mounted as describe in the floorplans attached.

• One (1) 24,000BTU Mini-Split air conditioning, with ISO/TC86 standard environmental control.

• Black dot pattern of Vinyl, PVC or similar anti-skid flooring, ¾” fiber cement board installed over the existing wooden base.

• White color interior paint and anticorrosive, all weather. Apply two (2) coats of oil-based paint.

• Gray color exterior paint for exterior walls and ceiling, using synthetic oil-based automotive paint. Apply one (1) coat of anticorrosive material, followed by one (1) coat of synthetic oil-based automotive paint and two (2) coats of paint (anticorrosive, all-weather condition for external use).

• The container will be divided into two areas -Office area and storage area. The storage area will be without insulation and drywall and all interior areas to be painted as exterior.

Electrical Work:

• TSJ 3 gauge, 100 amps, four (4) meters of external cable to include quick disconnect connector, male. (Female coupling must be included). The outlets must include an exterior IP66 box, no protective pipe should be installed. The outdoor cables and outlets must resist heavy loads of energy. Must meet IEC standards.

• 8-pole single-phase electric circuit breaker box, mounted as described in the floorplans attached to this SOW, UL listed, IEC approved. The electrical box support base must be fixed to the container, so the walls and roof of the container are free of perforations.

• Nine (9) power outlets. 120V outlets mounted as per floorplans attached to this SOW. Must meet NEMA 5-15P standards. + One

(1) 220v in the outside.

• 220/240V Energy take.

Folding tables and chairs.

Two (2) Folding table:

Made of high-quality materials, to provide durability and a stable surface for any activity.

Specifications: All-weather resistant aluminum structure, made of polyethylene cover, easy to wash and remove stains. For indoor or outdoor use. Measures: (73 cm x 183 cm x 76 cm) / (29" x 72" x 30").

Four (4) chairs:

Light foldable chair. With top handle for easy transport once it is folded.

Specifications: Steel and polyethylene with UV protection. It is easy to store and for indoor or outdoor use. Weight capacity of 226 kg.

Dimensions: (58 cm × 48 cm × 82 cm).

Generator and Metal Cart for transportation.

01 Generator Technical Specifications

a. Diesel Generator model APD22MA AKSA POWER or equivalent, with capacity of generate 19.2 KW in STAND BY power and 17.5KW in CONTINUOS power. STAMFORD generator or equivalent is able to give 120/240 volts, MONOPHASE and soundproof booth.

b. Engine AKSA A4CRX24 or equivalent:

• 4 cylinders

• Water cooled

• 4 Stroke

• Protection grid on mobile parts.

• With air, diesel and oil filters.

• Alternator for battery charging at 13 volts.

• Mechanical governance.

• Tropicalized radiator with push type fan.

• Natural aspiration.

• Tank capacity 95 Liters (L) minimum.

c. Stamford Generator or equivalent:

• Assemble directly to the engine.

• Brushless with 0.8 power factor.

• With external transistorized voltage regulator which maintains the voltage variation between empty and full load at +/-1%.

• 1800 RPM, 60 Hz.

• NEMA, class H insultation with varnishes, drip proof, provided with a fan for cooling.

d. Digital panel DEEPSEA 6120 or equivalent.

e. Internal protections:

• Low oil pressure.

• High water temperature.

• Overspeed.

• Over start.

f. Instruments:

• Generator voltage.

• Generator frequency.

• Generator power.

• Oil precision.

• Water temperature.

• Battery voltage.

• Alternator voltage.

• Motor speed.

• Operations hours.

g. Installation and testing requirements

• Generator must be tested after installation to ensure proper engine and transfer switch functioning.

02 Metal cart for the generators

Each generator should include a metal cart hand made to fit the generator size as a mode to transport the generator with the following specifications:

o Able to support itself to the ground while not in movement or been transported from one location to another.

o The metal cart must be able to secure, fit and transport the power generator.

Size and specifications can be found in Attachment # of this SOW.

Awning for generator o Height 2.5m.

o Length and width 4m. x 4m.

o Black out, white, waterproof, flame retardant PVC laminated fabric with polyester scrim or equivalent performance fabric, UV protection, fungus retardant, 24 oz, one year wear and weather degradation warranty.

o Metallic structure mut be galvanized round pipe 1 1/2” minimum, gauge 20.

o Poles must include metal plates at floor level for anchoring.

o Detachable metallic structure.

SECTION C - PACKAGING AND MARKING

RESERVED

SECTION D - INSPECTION AND ACCEPTANCE

The COR, or his/her authorized representatives, will inspect from time to time the services being performed and the supplies furnished to determine whether 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 as a result of such inspection.

D.1 SUBSTANTIAL COMPLETION

(a) "Substantial Completion" means the stage in the progress of the work as determined and certified by the Contracting Officer in writing to the Contractor, on which the work (or a portion designated by the Government) is sufficiently complete and satisfactory. Substantial completion means that the property may be occupied or used 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.

(b) The "date of substantial completion" means the date determined by the Contracting Officer or authorized Government representative as of which substantial completion of the work has been achieved.

Use and Possession upon Substantial Completion - The Government shall have the right to take possession of and use the work upon substantial completion. Upon notice by the Contractor that the work is substantially complete (a Request for Substantial Completion) and an inspection by the Contracting Officer or an authorized Government representative (including any required tests), the Contracting Officer shall furnish the Contractor a Certificate of Substantial Completion. The certificate will be accompanied by a Schedule of Defects listing items of work remaining to be performed, completed, or corrected before final completion and acceptance.

Failure of the Contracting Officer to list any item of work shall not relieve the Contractor of responsibility for complying with the terms of the contract. The Government's possession or use upon substantial completion shall not be deemed an acceptance of any work under the contract.

D.2 FINAL COMPLETION AND ACCEPTANCE

D.2.1 "Final completion and acceptance" means the stage in the progress of the work as determined by the Contracting Officer and confirmed in writing to the Contractor, at which all work required under the contract has been completed in a satisfactory manner, subject to the discovery of defects after final completion, and except for items specifically excluded in the notice of final acceptance.

D.2.2 The "date of final completion and acceptance" means the date determined by the Contracting Officer when final completion of the work has been achieved, as indicated by written notice to the Contractor.

D.2.3 FINAL INSPECTION AND TESTS. The Contractor shall give the Contracting Officer at least five (5) days advance written notice of the date when the work will be fully completed and ready for final inspection and tests. Final inspection and tests will be started not later than the date specified in the notice unless the Contracting Officer determines that the work is not ready for final inspection and so informs the Contractor.

D.2.4 FINAL ACCEPTANCE. If the Contracting Officer is satisfied that the work under the contract is complete (with the exception of continuing obligations), the Contracting Officer shall issue to the Contractor a notice of final acceptance and make final payment upon:

• Satisfactory completion of all required tests,

• A final inspection that all items by the Contracting Officer listed in the Schedule of Defects have been completed or corrected and that the work is finally complete (subject to the discovery of defects after final completion), and

• Submittal by the Contractor of all documents and other items required upon completion of the work, including a final request for payment (Request for Final Acceptance).

SECTION E - DELIVERIES AND PERFORMANCE

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK

(APR 1984)

The Contractor shall be required to:

(a) commence work under this contract within seven (7) calendar days after the date the Contractor receives the notice to proceed,

(b) prosecute the work diligently, and,

(c) complete the entire work ready for use not later than thirty (30) days after the date the contractor receives the notice to proceed.

(d) Provide a Preliminary Structural study and a calculation matrix of the structure to be built must be provided by the contractor. After the contract award, a final complete study must be provided and approved by INL before installation. The study shall be certified by a Structural Engineer, including calculation of all sections, connections, bolts, counterweights, and welding.

(e) Provide electrical diagrams certified by electrical engineer.

(f) Provide final shop drawings, final electrical equipotential bonding diagram and final

“as built” drawings.

(g) Complete report of the compliance test of concrete resistance, rebars, profiles, bolts and all other structural components to deliver results before installation.

The time stated for completion shall include final cleanup of the premises.

52.211-12 LIQUIDATED DAMAGES - CONSTRUCTION (SEPT 2000)

(a) If the Contractor fails to complete the work within the time specified in the contract, or any extension, the Contractor shall pay liquidated damages to the Government in the amount of US$100.00 for each calendar day of delay until the work is completed or accepted.

(b) If the Government terminates the Contractor’s right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Default clause.

CONTRACTOR'S SUBMISSION OF CONSTRUCTION SCHEDULES

(a) The time for submission of the schedules referenced in FAR 52.236-15, "Schedules for Construction Contracts", paragraph (a), is hereby modified to reflect the due date for submission as " five (5) calendar days after receipt of an executed contract".

(b) These schedules shall include the time by which shop drawings, product data, samples and other submittals required by the contract will be submitted for approval.

(c) 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 Contracting Officer to achieve coordination with work by the Government and any separate contractors used by the Government. The Contractor shall submit a schedule, which sequences work so as to minimize disruption at the job site.

(d) All deliverables shall be in the English language and any system of dimensions (English or metric) shown shall be consistent with that used in the contract. No extension of time shall be allowed due to delay by the Government in approving such deliverables if the Contractor has failed to act promptly and responsively in submitting its deliverables. The Contractor shall identify each deliverable as required by the contract.

(e) Acceptance of Schedule: When the Government has accepted any time schedule, it shall be binding upon the Contractor. The completion date is fixed and may be extended only by a written contract modification signed by the Contracting Officer. Acceptance or approval of any schedule or revision thereof by the Government shall not:

(1) Extend the completion date or obligate the Government to do so,

(2) Constitute acceptance or approval of any delay, or

(3) Excuse the Contractor from or relieve the Contractor of its obligation to maintain the progress of the work and achieve final completion by the established completion date.

NOTICE OF DELAY

If 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 late completion of the project, the Contractor shall notify the Contracting Officer. The Contractor’s notice shall state the effect, if any, of such change or other conditions upon the approved schedule, and shall state in what respects, if any, the relevant schedule, or the completion date should be revised. The Contractor shall give such notice promptly, not more than three (3) days after the first event giving rise to the delay or prospective delay. Only the Contracting Officer may revise the approved time schedule.

NOTICE TO PROCEED

(a) After receiving and accepting any bonds or evidence of insurance, the Contracting Officer will provide the Contractor with a Notice to Proceed. The Contractor must then prosecute the work, commencing and completing performance not later than the time period established in the contract.

(b) It is possible that the Contracting Officer may elect to issue the Notice to Proceed before receipt and acceptance of any bonds or evidence of insurance. Issuance of a Notice to Proceed by the Government before receipt of the required bonds or insurance certificates or policies shall not be a waiver of the requirement to furnish these documents.

WORKING HOURS

The contractor shall be able to work during nighttime. Road closures for awning installation are only permitted during the night, in windows of 1 hour maximum of total road closure, every 2 hours. Schedule for road closures needs to be authorized by the Program, point of contact of the project.

Other hours, if requested by the Contractor, may be approved by the Contracting Officer's Representative (COR). The Contractor shall give 24 hours in advance to COR who will consider any deviation from the hours identified above. Changes in work hours, initiated by the Contractor, will not be a cause for a price increase.

PRECONSTRUCTION CONFERENCE

A preconstruction conference will be held 5 days after contract award at the United States Embassy at Boulevard Austriaco zone 16, Guatemala City. To discuss the schedule, submittals, notice to proceed, mobilization and other important issues that affect construction progress. See FAR 52.236-26, Preconstruction Conference.

DELIVERABLES - The following items shall be delivered under this contract:

Description Quantity Deliver Date Deliver To

Section B. Scope of the Work 1 5 days after award COR Curriculum Vitae of the Certified Engineer that will perform the studies detail in item E.

numerals d, e and f. 1 5 days after award COR Gantt Chart of activities. (After award until final delivery.) 1

Included in quotation COR

Weekly and monthly work reports 1 As required COR Insurance certificates including DBA 1 10 days after award COR Staffing and Supervision Plan 1 10 days after award COR Building permit 1 10 days after award COR QA/QC Program 1 10 days after award COR Safety Program 1 10 days after award COR

SECTION F – CONTRACT ADMINISTRATION DATA

652.242-70 CONTRACTING OFFICER'S REPRESENTATIVE (COR) (AUG 1999)

(a) The Contracting Officer may designate in writing one or more Government employees, by name or position title, to take action for the Contracting Officer under this contract. Each designee shall be identified as a Contracting Officer’s Representative (COR).

Such designation(s) shall specify the scope and limitations of the authority so delegated;

provided that the designee shall not change the terms or conditions of the contract, unless the COR is a warranted Contracting Officer, and this authority is delegated in the designation.

(b) The COR for this contract is INL Construction COR/GOR.

Payment: The Contractor's attention is directed to Section H, 52.232-5, "Payments Under Fixed- Price Construction Contracts". The following elaborates on the information contained in that clause.

Requests for payment may be made no more frequently than monthly. Payment requests shall cover the value of labor and materials completed and in place, including a prorated portion of overhead and profit.

After receipt of the Contractor's request for payment, and on the basis of an inspection of the work, the Contracting Officer shall make a determination as to the amount, which is then due. If the Contracting Officer does not approve payment of the full amount applied for, less the retainage allowed by in 52.232-5, the Contracting Officer shall advise the Contractor as to the reasons.

Under the authority of 52.232-27(a), the 14-day period identified in FAR 52.232-27(a)(1)(i)(A) is hereby changed to 30 days.

TERMS & CONDITIONS:

*The price in the purchase order does not include VAT.

*Invoice must include VAT. A VAT Exemption form will be provided as payment for the 12% tax.

*Payment processing will begin after services have been rendered and/or items have been delivered, and a correct invoice has been received.

*Payment terms: Net 30 days after receipt of valid invoice in the finance office.

*Invoice cannot include any services and/or items beyond what is included in this Purchase Order.

*Performance (services) will be coordinated by the requesting office, if applicable.

*Payments will be made only via Electronic Funds Transfer (EFT).

INVOICE AND PAYMENT PROCESS:

Bill to:

Embajada Americana Boulevard Austriaco 11-51, Zona 16 Nit 347497-6

INVOICE MUST BE SUBMITTED THROUGH THE PAYMENT PORTAL.

*You must attach in PDF format the EFT form to verify that your bank information for payment process is correct.

*Access to the portal can be requested at:

https://mygrants.servicenowservices.com/mygrants to create an account.

*Click the Create an Account button to open the Choose your Account Type pop-up.

*Click the Create a my lLMS Vendor Account button to open the Account Request Form.

*Click the Please Select Your Language drop-down to choose a language for the account.

Users can update their preferred language at any time. Click Next.

*Fill out the “Account Request Form”. On the Embassy field you must select GUATEMALA.

Click the Submit button.

*The U.S. Embassy Guatemala will approve the account and you will receive a confirmation email.

*The vendor will search their in box for an email from noreply@seicam.state.gov for the Welcome to Department of State ICAM (SE-ICAM), Activate Your Account! email and follow the steps to create their Okta accounts.

*Scroll to the bottom of the email and click on the Activate SE-ICAM Account button in the activation email to open the Set Up Security Methods page. Click on the Set-Up button under the Password section to create a password for the Okta. Create a password that meets the password requirements (12 characters that do not include the name of the provider, neither the username, nor the name of the person making the registration) and re-enter the password.

*Click the Set-Up button under the Okta Verify section to open instructions to download and set up the Okta Verify app. You must configure Okta Verify, sync the telephone number and select a security question.

*Click on the MyGrants button to sign into the Okta account and access the system.

*Review the Rules of Behavior and click the Agree button to go to the homepage.

*Attachments shall be legible and in PDF format only.

*The name of the file shall not have more than 40 characters.

*Invoice must include clear and complete description of items and/or services as described in this Purchase Order, including period of service, if applicable.

*Please make sure that the registered email in your account has the capacity to receive notifications.

*All notifications related with the invoice acceptance or any payment notifications, Will be sent to the registered email in your account.

*In chase of specific questions to create your account, you can submit an email to GTMDBO@state.gov https://mygrants.servicenowservices.com/mygrants mailto:noreply@seicam.state.gov mailto:GTMDBO@state.gov

INVOICES ARE SUBJECT TO REJECTION IF ANY OF THE PREVIOUS REQUIREMENTS

ARE MISSING.

For payment inquiries, please contact the FMO Section by email to GTMDBO@state.gov

SECTION G - SPECIAL TERMS AND CONDITIONS

G.1.0 PERFORMANCE/PAYMENT PROTECTION - RESERVED

G.2.0 INSURANCE - The Contractor is required by FAR 52.228-5, "Insurance - Work on a Government Installation" to provide whatever insurance is legally necessary. The Contractor shall at its own expense provide and maintain during the entire performance period the following insurance amounts:

G.2.1 GENERAL LIABILITY (includes premises/operations, collapse hazard, products, completed operations, contractual, independent contractors, broad form property damage, personal injury):

(1) BODILY INJURY, ON OR OFF THE SITE, IN U.S. DOLLARS

Per Occurrence US$5,000.00

Cumulative US$15,000.00

(2) PROPERTY DAMAGE, ON OR OFF THE SITE, IN U.S. DOLLARS

Per Occurrence US$5,000.00

Cumulative US$15,000.00

G.2.2 The foregoing types and amounts of insurance are the minimums required. The Contractor shall obtain any other types of insurance required by local law or that are ordinarily or customarily obtained in the location of the work. The limit of such insurance shall be as provided by law or sufficient to meet normal and customary claims.

G.2.3 The Contractor agrees that the Government shall not be responsible for personal injuries or for damages to any property of the Contractor, its officers, agents, servants, and employees, or any other person, arising from and incident to the Contractor's performance of this contract. The Contractor shall hold harmless and indemnify the Government from any and all claims arising therefrom, except in the instance of gross negligence on the part of the Government.

G.2.4 The Contractor shall obtain adequate insurance for damage to, or theft of, materials and equipment in insurance coverage for loose transit to the site or in storage on or off the site.

G.2.5 The general liability policy required of the Contractor shall name "the United States of America, acting by and through the Department of State", as an additional insured with respect to operations performed under this contract.

mailto:GTMDBO@state.gov

G.3.0 DOCUMENT DESCRIPTIONS

G.3.1 SUPPLEMENTAL DOCUMENTS: The Contracting Officer shall furnish from time to time such detailed drawings and other information as is considered necessary, in the opinion of the Contracting Officer, to interpret, clarify, supplement, or correct inconsistencies, errors or omissions in the Contract documents, or to describe minor changes in the work not involving an increase in the contract price or extension of the contract time. The Contractor shall comply with the requirements of the supplemental documents, and unless prompt objection is made by the Contractor within 20 days, their issuance shall not provide for any claim for an increase in the Contract price or an extension of contract time.

G.3.1.1. RECORD DOCUMENTS. The Contractor shall maintain at the project site:

(1) a current marked set of Contract drawings and specifications indicating all interpretations and clarification, contract modifications, change orders, or any other departure from the contract requirements approved by the Contracting Officer; and,

(2) a complete set of record shop drawings, product data, samples and other submittals as approved by the Contracting Officer.

G.3.1.2 . "As-Built" Documents: After final completion of the work, but before final acceptance thereof, the Contractor shall provide:

(1) a complete set of "as-built" drawings, based upon the record set of drawings, marked to show the details of construction as actually accomplished; and,

(2) record shop drawings and other submittals, in the number and form as required by the specifications.

G.4.0 LAWS AND REGULATIONS - The Contractor shall, without additional expense to the Government, be responsible for complying with all laws, codes, ordinances, and regulations applicable to the performance of the work, including those of the host country, and with the lawful orders of any governmental authority having jurisdiction. Host country authorities may not enter the construction site without the permission of the Contracting Officer. Unless otherwise directed by the Contracting Officer, the Contractor shall comply with the more stringent of the requirements of such laws, regulations, and orders and of the contract. In the event of a conflict between the contract and such laws, regulations and orders, the Contractor shall promptly advise the Contracting Officer of the conflict and of the Contractor's proposed course of action for resolution by the Contracting Officer.

G.4.1 The Contractor shall comply with all local labor laws, regulations, customs, and practices pertaining to labor, safety, and similar matters, to the extent that such compliance is not inconsistent with the requirements of this contract.

G.4.2 The Contractor shall give written assurance to the Contracting Officer that all subcontractors and others performing work on or for the project have obtained all requisite licenses and permits.

G.4.3 The Contractor shall submit proper documentation and evidence satisfactory to the Contracting Officer of compliance with this clause.

G.5.0 CONSTRUCTION PERSONNEL - The Contractor shall maintain discipline at the site and at all times take all reasonable precautions to prevent any unlawful, riotous, or disorderly conduct by or among those employed at the site. The Contractor shall ensure the preservation of peace and protection of persons and property in the neighborhood of the project against such action. The Contracting Officer may require, in writing that the Contractor remove from the work any employee that the Contracting Officer deems incompetent, careless, insubordinate or otherwise objectionable, or whose continued employment on the project is deemed by the Contracting Officer to be contrary to the Government's interests.

G.5.1 If the Contractor has knowledge that any actual or potential labor dispute is delaying or threatens to delay the timely performance of this contract, the Contractor shall immediately give notice, including all relevant information, to the Contracting Officer.

G.5.2 After award, the Contractor has ten calendar days to submit to the Contracting Officer a list of workers and supervisors assigned to this project for the Government to conduct all necessary security checks. For each individual, the list shall include:

Full Name Place and Date of Birth Current Address Identification number Police Records (Antecedentes policiacos)

Failure to provide any of the above information may be considered grounds for rejection and/or resubmittal of the application.