191N6526Q0067_SF-30_A0001_Solicitation Amendment_Overhang Repairs.pdf

1. CONTRACT ID CODE

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PAGE OF PAGES

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER

5. PROJECT NUMBER (If applicable)

A0001 06/29/2026 PR15996438

6. ISSUED BY CODE IN650 7. ADMINISTERED BY (If other than Item 6) CODE I

AMERICAN EMBASSY NEW DELHI AMERICAN EMBASSY NEW DELHI

9000 NEW DELHI PL, ATTN: S/GSO SHANTI PATH, CHANAKYAPURI, ATTN: GSO

WASHINGTON DC 20521-9000 NEW DELHI 110021

UNITED STATES INDIA

8. NAME AND ADDRESS OF CONTRACTOR (Number. street, county. State and ZIP Code) (X) 9A. AMENDMENT OF SOLICITATION NUMBER i---

191 N6526Q0067

9B. DATED (SEE ITEM 11)

06/17/2026

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

CODE I FACILITY CODE

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

� The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers D is extended. � is not extended.

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing items 8 and 15. and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or electronic communication 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 letter or electronic communication, provided each letter or electronic communication 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 NUMBER AS DESCRIBED IN ITEM 14.

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

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, 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 D is not � is required to sign this document and return copies to the issuing office.

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

The purpose of this amendment is for the following:

1) Provide Questions and Answers - refer page 2 of SF-30-A0001

2) Provide Revised Scope of Work - refer pages 3 to 6 of SF-30-A0001

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)

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

Previous edition unusable

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

Royce M Branch II

16C. DATE SIGNED

STANDARD FORM 30 (REV.11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

SBU - CONTRACTING AND ACQUISITIONS

Question & Answer Form Solicitation No.191N6526Q0067 Title: Overhang Repairs

Date: 17 June 2026

Question-1: It was observed that there is a metal plate at the top that has partially deteriorated due to rust. Could you please confirm whether the repair and restoration of this rusted metal plate are included within the Contractor's scope of work.

Answer-1: Since it is not quantifiable now this will be in USG scope for replacement or repair. Vendor is expected to support through allowing use of scaffolding erected for repair works.

Note: Contractors are advised to submit cut sheets of all the products which they are cosidering in their bid for evaluation.

Overhang Repairs – Annex Building - Statement of Work (SOW)

1.0 Project Overview

This project involves the repair of 20% of the total area (3000 square feet) deteriorated concrete overhangs (total area: 15,000 square feet, approx. 25 feet above ground) at the Annex Building, Chancery compound, Chanakyapuri, New

Delhi. The objective is to restore structural integrity and appearance by repairing damaged areas, applying polymer-modified cement plaster, and finishing with weather-resistant paint (white color) and an anti-carbonation protective coating

(Asian Paints Apex Ultima Suprema Anti Carbonation Coating).

A preconstruction contractors walkthrough will be arranged to provide all prospective bidders to familiarize themselves with the site and ask questions / clarification after thoroughly going through the SOW.

Contractors are advised to bid in per square feet (normal repair (plaster), repair with micro-concrete, and the one done with welded wire mesh tacked welded and used for reinforcing the repairs.

Payment will be made as per actuals.

2000 square feet is the minimum area for which cost for the work will be provided to the contractor.

Out of total of 2000 square feet, contractors can estimate 700 square feet repairs to be done with 24-gauge welded wire mesh tacked weld to existing steel / rebars.

Any replacement of Mild Steel Angel on the face of overhang will be provided by

USG and installed by the vendor.

Vendors shall make separate items for each type of repair.

Vendors should make separate items for anti-carbonation coating after painting work.

While doing the repairs work, vendor shall install transparent plastic sheet to cover terrazzo grill acting as exterior wall to the building. Any damage due to splatter of piaster, paint or welding shall be repaired / replaced by the vendor fee of cost.

2.0 Project Execution Plan

• Working Hours: 08:30 AM – 05:00 PM

• Site Security & Access: Contractors must provide names and host government photo ID for all workers.

• Timeline: 60 days.

• Scaffolding:

• Design must be performed by a certified/registered structural engineer.

• Execution and finished scaffolding must be inspected and certified by a third-party expert on scaffolding designs.

• Contractor should provide and install barricading with the help of green net cloth all-round the scaffolding to the height of 9 feet to restrict anyone other than contractor workers to access scaffolding.

• Contractors should use standard inclined aluminum ladders to access the scaffold from two or three different locations on each side of the building.

• At any given point of time contractor shall be provided with one side of the building.

• Regulatory Compliance & Safety:

• All civil concrete work must comply with IS 456 and relevant IS/ASTM standards.

• Contractor must adhere to EM 385-1-1 (USACE Safety), PPE requirements, and local safety codes.

• Hot Work Permits and Lockout/Tagout (LOTO) as applicable.

3.0 Scope of Work

3.1 Construction Sequence (in order):

1. Site Preparation & Safety:

• Mobilize equipment and personnel.

• Submit personnel list with host government photo ID’s.

• Isolate and secure work area; implement safety barriers and signage.

2. Scaffolding:

• Design scaffolding by certified/registered structural engineer.

• Erect scaffolding as per approved design.

• Obtain third-party inspection and certification of completed scaffolding.

3. Surface Preparation:

• Remove loose, deteriorated, or delaminated concrete from overhangs.

• Clean surfaces thoroughly to remove dust, debris, and contaminants.

• Contractor shall carry out a tap test with the help of 5 kg hammer.

Entire loose plaster shall be taken out for repairs.

4. Repair & Plastering:

• Contractor shall apply boding agent from Sika or Fosroc before applying polymer modified cement mortar.

• Apply polymer-modified cement mortar (Ultratech or equivalent) to patch and level damaged areas.

• Ensure proper curing as per manufacturer’s recommendations and IS

456. 5.

5. Warrantee:

• Contractor shall provide a written warrantee of one year from the date of final handover of the entire project to the USG. Any issue with the repair work or spalling happening later within one year will be liable to get repaired at contractor’s cost.

6. Finishing / Painting:

• Apply weather-resistant exterior-grade paint (Asian or equivalent brand as per approval, color as per site requirements).

• After paint dries, apply a clear anti-carbonation protective coating to all repaired and painted surfaces.

6. Dismantling & Cleanup:

• Carefully dismantle scaffolding after work completion.

• Clean site and dispose of debris as per local regulations.

7. Sequence of Operations (SOO):

• N/A (static repair project; no active system logic required).

8. Project Deliverables & Closeout

• Physical Deliverables:

• Fully repaired, plastered, painted, and protected concrete overhangs (2250 sq. ft.).

• Certified scaffolding design and inspection reports.

9. Documentation:

• Material data sheets for polymer-modified mortar, paint, and anti-carbonation coating.

• Scaffolding design and third-party certification documents.

• Security clearance records for all contractor personnel.

• Work completion and warranty certificates.

_______________________End of Scope of Work_________________________