19PPL9025Q0020_SCOPE _OF_ WORK.pdf
PDF 79 KB Posted
- Attached to
- CGR Wall Waterproofing
- Solicitation number
- 19PL9025Q0020
- Issued by
-
Department of State
About this file
The document is a Scope of Work (SOW) for a wall waterproofing project at a U.S. Consulate residence in Krakow, Poland. The comprehensive scope details specific requirements for repairing a wet wall, including demolition of existing materials, hand excavation of the underground wall portion, waterproofing isolation using protective PE dimpled foil and medium-type waterproofing, backfilling with compacted soil, restoring stone slab surfaces, and finishing the facade with ceramic tiles. The total wall improvement length is 16 meters, with specific instructions for each phase of work, such as maintaining the building structure's integrity, disconnecting and reattaching existing installations, and following Heritage Department instructions for waterproofing techniques.
Key project parameters include a project start deadline of July 15, 2025, requirement for contractor employees to obtain security clearance, and partial payments authorized upon work completion. Interested contractors must submit a written proposal to krakowmgt@state.gov by May 24, 2025, including company details, contact information, past project experience, pricing, and a signed representation clause. A site visit is scheduled for May 21, 2025, at 10:30, with interested parties required to confirm attendance via email by May 19, 2025. The U.S. Government intends to award the contract to the most advantageous bidder, with potential for discussion with competitive range contractors.
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| DBA Informacja.docx | DOCX document | |
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| NDAA Informacja dla Kontrahenta.pdf |
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Text version
1. SCOPE OF WORK
a. The Contractor shall be required to prepare reports, bill of materials, quality control schedules and construction costs. These documents shall provide the necessary interfaces, coordination, and communication among the Consulate, OBO, and Contractor for repair of wet wall.
b. Demolition: The contractor will need to remove all splashbacks (stone slabs) from the outer side of the building and ceramic tiles/old underground plaster from the outer wall. All stone slabs should be retained for future restoration.
i. This demolition shall not impact the structure of the main building wall. Special care shall be taken when work around the foundation of the building.
c. Excavation: The contractor should excavate by hand to expose the underground portion of the wall and foundation
i. The contractor should prepare the surface of the wall/foundation to suit new waterproof isolation (old plaster and insulation removal)
ii. Contractor shall dry the wet part of the wall prior any repair
d. Waterproof isolation: as per sketches below, isolation should finish at ground level (see Heritage dept instruction)
From the outside:
- Protective PE dimpled foil (use fixings as per manufacture guidence)
- Medium type of waterproofing approx. 2.5-3.5 mm (e.g. IZOHAN IZOBUD Br, application according to the manufacturer's manual, but no less than two layers)
- New cement plaster
- Primed surface
The length of the wall to be improved is 16 m.
e. Backfill: Immediately after waterproofing, the structure should be covered with compacted soil or aggregate free from debris, sharp stones, etc.
f. Top surface (splashbacks - stone slabs): restore to original condition, complete the sides with single stone (size of aggregate as existing). Slope of surface should be managed from the wall.
g. Wall finish: finishing the facade with ceramic tiles (color and size as existing 11,5cm x 24,5cm) up to the height of the plinth; repaint plaster where required
h. All existing installations must be disconnected from the wall during the work and attached after completion
i. Where there are stairs and landing, repairing of the insulation underneath them is not required
File details come from the government source that posted it. Updated .