SF-30 Amendment 0001.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

PAGE OF PAGES

1 12

2. AMENDMENT/MODIFICATION NO.

3. EFFECTIVE DATE

May 23, 2025

4. REQUISITION/PURCHASE REQ. NO.

PR15275916

5. PROJECT NO. (If applicable)

6. ISSUED BY CODE

7. ADMINISTERED BY (If other than Item 6)

CODE

U.S. Embassy Kyiv 4 Igor Sikorsky St.

04112, Kyiv, Ukraine

8. NAME AND ADDRESS OF CONTRACTOR (NO., street,city,county,State,and ZIP Code)

X

9a. AMENDMENT OF SOLICITATION NO.

19UP3025Q0008

9b. DATED (SEE ITEM 11) May 09, 2025

10a. MODIFICATION OF CONTRACT/ORDER NO.

10b. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

[X] The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers [ ] is extended, [X] is not extended Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods: (a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers.

FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,

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

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor [ ] is not, [ ] is required to sign this document and return __ copy to the issuing office.

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

This Amendment 0001 was issued to revise the scope of work in Attachment #A of the Request for Quotations and to extend period of performance from 30 to 60 calendar days. Accordingly, SEE NEXT PAGES

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

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

16A. NAME OF CONTRACTING OFFICER

Patrick Murphy

15B. NAME OF CONTRACTOR/OFFEROR

BY

(Signature of person authorized to sign)

15C.DATE

SIGNED

16B. UNITED STATES OF AMERICA

BY

(Signature of Contracting Officer)

16C.DATE SIGNED

NSN 7540-01-152-8070 Standard Form 30 (revised 10/83) Previous edition unusable Prescribed by GSA FAR (48 CFR) 53.243

19UP3025Q0008- 0001

1. In Section E- Deliveries and Performance, the FAR Clause 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984) is hereby revised to read as follows:

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK

(APR 1984)

The Contractor shall be required to:

(a) commence work under this contract within three (3) 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 sixty (60) calendar days after the date the

Contractor receives the notice to proceed.

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

2. In Attachment A – Scope of Work, paragraph 2.2 – AH CAC Roof Reconstruction, subparagrapf 2.2.10 is hereby revised to read as follows:

2.2.10 Contractor shall repaint brackets, which provide support for the translucent canopy, in brown color. The primer and paint specifications are provided in the ATTACHMENT 6 (Items 2-3).

3. In Attachment A – Scope of Work, paragraph 2.3 - Fire Escape Landing Repairs and

Awning Construction is hereby replaced in its entirety with the following:

2.3 Fire Escape Landings Repairs and Awning Construction.

2.3.1 Contractor will:

- Manufacture, deliver and install an awning – 56 m2

- Reconstruct storm drainage pipes due to awning structure – 4 pieces

- Perform landings repair and waterproof works - 60 m2

- Repaint metal fencing and stairs – see identified areas in the ATTACHMENT 1.

2.3.2 The Contractor shall execute a new awning installation above the emergency escape landings, located from both sides of the AH building extension, specified as a Main Entrance, and above it.

See the design requirements for the awning construction in the ATTACHMENT 4.

2.3.3 Contractor must manufacture and deliver to the AH site all required specific elements and equipment for the awning’s installation.

2.3.4 Contractor shall modify roof storm drainage system in order that storm drainage water flow passes beyond the landing’s surfaces.

2.3.5 Contractor shall replace gutters and downspouts. The Contractor shall provide samples of gutter/downspout materials and receive COR approval before installing any drainage system elements. See materials specs in the ATTACHMENT 6 (Item 1).

2.3.6 Contractor shall extend drainage pipeline in the way that pipe outlets redirected storm water to flowerbeds out of the AH building.

2.3.7 Contractor shall inspect old ‘sealant’ material at the fire escape landings, check all seams and remove old peelable ‘sealant’ material.

2.3.8 Contractor shall clean all repaired surfaces for waterproof sealant application. See sealant application specs in the ATTACHMENT 6 (Items 4-5).

2.3.9 Contractor shall use bitumen caulking compound to seal all seams between building walls and landing surface.

2.3.10 The contractor shall perform surface waterproofing works on the floor surface of both landings.

On the right side of the AH contractor must preliminary remove roofing felt (Ruberoid) and prepare surface for waterproofing. See pictures in the ATTACHMENT 7.

2.3.11 The waterproof work must include the following steps:

A. Cleaning:

• Remove all debris, dirt, oil, exfoliated particles from existing coating using a high-pressure washer or other appropriate cleaning method.

• If moss is present, use an anti-moss product.

• Ensure the surface is completely dry before proceeding.

B. Repairing damages:

• Fill any cracks or holes with a high-quality concrete filler, recommended polymer cement composition.

• Smooth out the repaired areas for a consistent surface.

C. Priming (Optional):

• Apply a primer to enhance adhesion and improve the durability of the waterproofing coating.

• The type of primer needed will depend on the concrete condition and the type of waterproofing product.

D. Waterproofing:

• Apply composite reinforcement net to the floor surface, see specs in the ATTACHMENT 6

(Item 11).

• Apply waterproofing mixture, recommended elastic two-component waterproofing compound for outdoor use, see specs in the ATTACHMENT 6 (Item 10).

2.3.12 Ensure a level of floor surface: the surface level should have a slight slope (2-3 cm) from the

AH walls to the edge of the landing. The floor-level areas around the Fire Escape Doors must be prepared according to the requirement for unhindered doors opening.

2.3.13 Contractor shall clean and repaint metal structures (fencing, stairs) in black color. The primer and paint specifications are provided in the ATTACHMENT 6 (Items 2-3).

2.3.14 Contractor shall fabricate and install galvanized metal windowsills for the top of the emergency escape landing slab. See a picture in the ATTACHMENT 7 for locating the place of installation.

4. In Attachment A – Scope of Work, paragraph 3.0- Attachments, Attachment 1- List of locations and areas to be repaired is hereby revised to read as follows:

ATTACHMENT 1

List of locations and areas to be repaired

It is the contractor’s responsibility to verify all measurements and dimensions.

- CAC Roof o Roof construction area - 40 m² o Water Drainage system – 4 points o Bituminous shingles - 40 m² o CAC Translucent Canopy &Metal Support areas - 18 m²

- Fire Escape Landing Area o Awning installation area - 56 m² o Water Drainage system – 4 points plus main entrance 2 new points o Landing floor surface – 60 m² o Metal fencing – 47 linear meters o Metal stairs – 18 m² o Stair’s handrails – 36 linear meters o Gates – 22 m²

- Utility Building Roof o Roof cleaning area – 72 m² o Water Drainage system – 4 points

- CAC Floors and Walls area o Floor area – 13.5 m² o Ceiling area – 42.5 m² o Interior walls area – 102 m² o Exterior walls area – 98 m² o Interior walls tiled area – 10 m² o Porch tiled area – 4.5 m²

- UB Floors and Walls area o Interior walls – 80 m² o Exterior walls – 90 m² o Ceiling – 72 m² o Restroom floor area - 2 m² o Restroom walls tiled area – 12 m² o Restroom ceiling area – 2 m²

4. In Attachment A – Scope of Work, paragraph 3.0- Attachments, Attachment 6- Materials Technical Specifications is hereby deleted and replaced in its entirety with the following:

ATTACHMENT 6

MATERIALS TECHNICAL SPECIFICATIONS

1. Water Drainage Pipes Material Specifications

- Replacement parts for water collection & drainage must be made of PVC.

- Down spout pipe diameter – not less than 100 mm

- Color – white

2. Anti-corrosion primer “PRIMER 2 in 1” Specification Type of application: by brush, roller or spray Application Temperature (Ambient) - 5° C and rising VOC (VOLATILE ORGANIC CONTENT) - 35 g/l maximum Dry for recoat - 2 Hrs.

Prime consumption – 80-120 g/m²

3. Exterior Direct to Metal Paint Specification Resin Type: Styrene Acrylic Weight per Gallon: 10.1 lbs.

% Solids by Volume: 35.6% % Solids by Weight: 47.2% VOC: <100 g/L Flash Point: N/A Viscosity: 95-105 KU Film Thickness:

1st Coat Wet: 5.0 Dry: 1.75 mils @ 350-400 Sq. Ft./Gal.

2nd Coat Wet: 3.0 Dry: 1.1 mils @ 350-400 Sq. Ft./Gal.

Coverage: 350-400 Sq. Ft./Gal. depending on application method and substrate porosity. Does not include the loss of material from spraying.

Corrosion Resistance:

Test Method: ASTM G85 Annex #5, 1,000 hours Result: Rating 10 per ASTM D714 for blistering Rating 9 per ASTM D610 for rusting Less than 2mm rust creep from scribe

Dry Heat Resistance:

Test Method: ASTM D2485 (300°F) Result: Pass Flexibility:

Test Method: ASTM D522, 180° bend, 1/8” mandrel Result: Pass Moisture Condensation Resistance:

Test Method: ASTM D4585, 100°F, 1,000 hours Result: Pass Pencil Hardness:

Test Method: ASTM D3363 Result: 2B Block Resistance:

Test Method: ASTM D2793, aluminum, class III Result: B0 Mar Resistance:

Test Method: ASTM D5178 CRS Result: 5.0 kg Chemical Resistance:

Test Method: ASTM D1308, 1hr unless noted.

50% Sulphuric Acid 10% Hydrochloric Acid 5% Phosphoric Acid 25% Sodium Hydroxide Aliphatic Hydrocarbon Solvent, 2hr Methyl Alcohol Motor Oil (10W30), 2hr Vegetable Oil, 2hr Result: no film defects Direct Impact Resistance:

Test Method: ASTM D2794 (>160 in. lbs) Result: Pass Test Method: ASTM D4541, CRS Result: >300 psi Test Method: ASTM D3359, aluminum Result: 5B Abrasion Resistance:

Test Method: ASTM D4060, CS17 wheel, 1000 cycles, 1 kg load Result: <50 mg loss

4. Roof Sealant Specification The Contractor shall use 3M™ Polyurethane Sealant 540 or equivalent analog.

- Polyurethane Sealant and Polyurethane Adhesive Sealant products are one component, moisture curing products which form permanent elastic bonds. They bond to a wide variety of materials including plastics, metals, fiberglass, and wood.

5. Self-Adhesive Bitumen Tape Specification:

Model - Self-adhesive tape Type - Roofing and Waterproofing Ceiling Tile Shape - Roll Material - Bitumen Thickness - 1.5 - 2.0 mm Surface Treatment - Film Coated Function - Waterproof Certification - ISO, MSDS, CE Color - Silver Grey Usage - Outdoor, Indoor, Hatch Cover for Ship Heat Resistance - 80 Degree, No Slippage, Flowing, Dropping Surface Material - Aluminum Foil Usages - Repairing/Sealing/Mending/Waterproofing

6. Description for the interior paint:

High quality water based matte latex washable paint for interior stucco walls.

7. Description for the exterior paint:

High quality water based matte latex paint for exterior walls.

8. Wall tile specification:

Chemical-Resistant, Water-Cleanable.

9. Floor tile specification:

Anti - Slip, Chemical-Resistant, Water-Cleanable.

- Ceramic tile for the bathroom repairs must comply with Western European quality standard requirements EN.

- Tile for both walls and floors must have resistance to chemical substances – (АА marking on tile package, (standard EN 122). Chemical resistance value must be supported by the manufacturer certificate.

- Floor tiles must be of a durable, not-skid texture to prevent slip, trip and fall hazards, also it should be frost-resistant (for toilet in Utility building).

- Floor tiles must have non-slippery surface. Floor tile porosity should not exceed 3% (standard EN 176 Bl). Floor tile wear resistance must be no less than PEI II (standard EN 154).

- Wall tile porosity should not exceed 10% (standard EN 159 BIII).

- Tile sides ratio for both types of tiles must be within 1:1 to 16:9 range.

- If any decorative tile elements will be used, they should have the same characteristics as the main tile type, excluding sides ratio.

- All tile selections must be approved by the COR before purchase.

10. Waterproof elastic two-component mix:

- Mix density (EN 1015-6): 1850±100 kg/m³.

- Water resistance 4 bar (negative pressure) 7 bar (positive pressure).

- Adhesion strength (EN 1542): ≥1.00 MPa (N/mm²).

- Adhesion strength without the action of de-icing salts (EN 13687-3/ EN 1542): ≥1.00 MPa

(N/mm²).

- Adhesion strength after thermal wear (EN 1062-11/EN 1542): ≥1.00 MPa (N/mm²).

- Water vapour permeability (EN ISO 7783): Class I, Sd<5.

- Capillary water absorption (EN 1062-3): < 0.1 kg/m²h 0.5.

- Temperature resistance (-30°C) – (+80°C).

11. Composite reinforcement net:

D – 3 mm Cell size – 50x50 mm

5. In Attachment A – Scope of Work, paragraph 3.0- Attachments, Attachment 7- Pictures is hereby deleted and replaced in its entirety with the following:

ATTACHMENT 7

Pictures

AH CAC:

CAC restroom and existing floor in the Room #2:

UB restroom:

Samples of set of restroom furniture, PVC door, electric heater, exterior light fixture and toilet paper holder:

AH Landing: Location where the windowsill needs to be installed on the concrete slab.

Windowsill schematics

AH Landings: Drainage pipes require relocation:

AH Landings and Stairs:

AH CAC Building, Translucent Canopy:

AH CAC existing porch tiles:

AH UB: Repair roof, gutters, and drainpipes, water intakes, remove vegetation.