Attachment 5 SOW renovation wood floor.pdf
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- Solicitation number
- 19SP5026Q0016
- Issued by
-
Department of State US Embassy Madrid
About this file
This is a Statement of Work (SOW) for CMR hardwood flooring replacement at the US Embassy Madrid, located at Calle de Serrano, 75, 28006 Madrid, Spain, under RFQ 19SP5026Q0016.
The contractor must replace existing carpet and hardwood flooring on the ground and first floors with new hardwood flooring up to 14 mm thick to maintain existing floor levels. Key pre-implementation requirements include a mandatory site visit to confirm measurements and existing conditions, submission of design and bill of materials for approval within 15 days of Notice to Proceed, a completed work plan with Critical Path Method schedule, an Activity Hazard Analysis with safety specifications, and an approved personnel list for embassy access. The contractor must establish protective measures to prevent dust contamination, provide an access control plan, and ensure proper storage of materials at 18–28°C with 35–65% humidity for minimum 48-hour acclimation. Demolition must follow top-to-bottom sequencing, with careful removal of existing flooring without damaging the compression layer, hazardous material remediation per European Waste List codes, and on-site waste container management. Installation includes two methods: herringbone pattern with adhesive or fastening systems, and floating floor installation with tongue-and-groove locking systems, both with 2 mm acoustic protection layer and expansion joints filled with wood-colored neutral silicone. Materials must comply with Junckers or similar herringbone (15×129×775 mm) and fusion table (15×129 mm) formats in HARMONY quality with NORDIC finish and satin or ultra-matte varnish, featuring 14×129 mm thickness, ±0.2 mm tolerances, and kiln-dried oak or black oak at 8–9% moisture content. Varnish must be a 2-component waterborne polyurethane topcoat with high scratch resistance, low VOC (<5%), DIBt approval, and EN 14904:2006 compliance. Execution control requires local warpage under 1 mm, general warpage under 5 mm for glued or 3 mm for floating parquet, horizontality deviation not exceeding 0.5%, and slab moisture content below 2.5%. Work is divided into three CLINs: 2nd floor area, bathroom ground floor area, and after-hours budget (5 hours per 15 days, 75 total hours after 17:00). Performance must be completed within 60 calendar days of NTP, consisting of 30 days manufacture and 30 days installation, with all work completed by August 31, 2026. Upon completion, the contractor must conduct a walkthrough with the Contracting Officer's Representative, leave the site in clean condition, and manage all waste in compliance with construction demolition waste regulations.
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Other files
| File | Type | Posted |
|---|---|---|
| Attachment 8 total cost breakdown floor.xlsx | XLSX spreadsheet | |
| RFQ No. 19SP5026Q0016.pdf | ||
| Attachment 7 technical sheet.pdf | ||
| Attachment 6 drawing 2nd floor.pdf | ||
| INVITATION LETTER.pdf |
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Text version
ATTACHMENT #5
STATEMENT OF WORK
FOR CMR HARDWOOD REPLACEMENT
RFQ 19SP5026Q0016
1 INTRODUCTION / SUMMARY OF WORK PROJECT
US Embassy Madrid has a requirement for replacement CMR hardwood on ground and 1st floor.
The project will be located at:
Calle de Serrano, 75, 28006 Madrid, Spain
2 BACKGROUND
In April 2026, an inspection visit was carried out at the residence where existing carpet or hardwood flooring is planned to be replaced.
The carpet is glued to the existing terrazzo which is 15mm thick.
The existing hardwood flooring is designed with a multi-Layer tile patchwork parquet (inlaid)comprised of a Layer sandwich that is glued together.
The standard composition of layers is as follows:
• Upper layer, wear layer or use solid wood.
• Middle layer of 6 to 9 mm coniferous wood louver slats, or plywood board that unites the whole.
• The coniferous wood's backside serves to balance the sandwich.
3 SCOPE OF WORK
3.1 PRIOR TO IMPLEMENTATION
3.1.1 . Recommended Site Visit and Survey. The contractor shall research existing conditions and matters that affect the cost or performance of the services. The contractor should attend the scheduled site visit to confirm all measurements and survey the existing layout before submitting the Bill of Materials (BOM) and quotation. The measurements provided are approximate. The U.S. Embassy is not responsible for inaccurate dimensions
3.1.2. Design and Bill of Materials. The contractor must obtain approval for the design, bill of materials to be installed, and all materials provided before beginning prefabrication and installation.
3.1.3. Complete finalized Work Plan including Critical Path Method (CPM) schedule.
3.1.4 The submittal package shall be complete in all aspects and shall include existing and proposed diagrams, equipment layout sketches, equipment details and cut sheets, a complete materials list.
3.1.5. SUBMITTAL PACKAGE. Submit to the CO and/or COR within 15 days of Notice to Proceed, document submittal package that includes:
3.1.5.1. Activity Hazard Analysis (AHA) with detail specification of the safety plan to be implemented.
3.1.5.2. List of personnel to be approved by the Embassy for the access request.
3.2 IMPLEMENTATION
3.2.1 AREA ISOLATION AND ACCESS RESTRICTION
3.2.1.1 Include protective measures for existing fabricated walls to prevent dust contamination during construction activities."
3.2.1.2 Access Control Plan. The contractor shall provide a plan for isolating and restricting access to the work area.
3.2.1.3 Works must only be carried out by staff with technical knowledge to do so and always complying with the security rules.
3.2.1.4 Storage. The contractor shall transport and store boxes in a horizontal position.
The flooring must acclimate to the installation location in its original packaging for a minimum of 48 hours. Remove the plastic wrapping when work begins.
During storage and installation, maintain the same average temperature and relative humidity as the building where the installation will take place. In most cases, the temperature must be between 18°C and 28°C before and after installation, with humidity between 35% and 65%.
3.2.1.5 Store the parquet on-site, protected from weather conditions, in a cool, well-ventilated, clean, and dry location. Stack materials with space between the wood, floor, and walls. If the floorboards, slats, or panels are wrapped in plastic shrink-wrapping, keep them wrapped until ready for use. If the parquet arrives on a pallet, keep it on the pallet until ready for use.
3.2.1.6 Store varnishes and adhesives in cool, dry locations with temperatures between 13°C and 25°C. Keep them in closed containers, protected from direct sunlight or other sources of heat. Under these conditions, they can be stored for up to 6 months without losing their properties.
BEFORE IMPLEMENTATION
3.2.2 Checking that connections and installations are disconnected, if the owner did this previously.
3.3.2 Worker Safety Information. The contractor shall provide all workers involved in the project with information regarding:
• The location of drop-offs and openings in the floor structure.
• Special characteristics of the work that may affect their safety
• Special characteristics of the work that may affect building occupants
• Special characteristics of the work that may affect roads and installation
3.3.3. Sign-posting and fencing off openings in the floor structure and facades.
3.3.4. Sealing off access to work areas.
3.3.5. Management of waste inside the facilities.
3.3.6. Placement of site fencing and sign-posting elements.
Once the contractor completes these tasks, work will begin on dismantling the flooring. The building will remain closed at all times, even when no work is being carried out. The contractor shall remove the provisional fencing that demarcates the work site only after completing the project.
3.4 DEMOLITION
As general criteria, the demolition will be carried out following by reversing the order of work carried out to construct a new installation, starting from top to bottom, attempting to ensure that the demolition takes place on the same level, and avoiding the presence of individuals located near elements that are being torn down or knocked over. The following basic standards or principles will be used for the demolition work:
3.4.1 All elements that complicate the proper removal of debris will be eliminated and removed.
3.4.2 The demolition process will start on the highest floor and move towards the lowest.
3.4.3 Measures necessary to avoid dust and particles being emitted into adjacent areas will be adopted at all times.
3.4.4 Elements that have been affected by the demolition will be rebuilt or repaired.
3.4.5. Demolition Material Management. The contractor shall manage all demolished materials and must provide a container on-site for the works.
Disconnection of connections Prior to the demolition, installations that may be affected will be disconnected by Embassy personnel and neutralized in order to avoid to risk of electrocution, flooding due to broken pipes, and explosions or poisoning due to gas.
Installation of auxiliary equipment Before beginning demolition, the contractor shall install all necessary auxiliary equipment and collective protection to ensure the demolition is carried out safely and with minimal environmental impact.
Cleaning up and removing hazardous materia/s Before demolition work begins, general work will be carried out to clean, disinfect, and remove materials classified as hazardous according to their European Waste List code. The contractor shall remove existing equipment and machinery that may cause a nuisance or increase demolition work risk.
Recovering reusable material/s
When reusable materials in the work areas present a hazard, the contractor shall install all necessary protection and auxiliary equipment before removing the materials. When removing materials conflicts with project safety, such as banisters, the contractor shall substitute them with appropriate safety equipment before beginning the demolition process.
Demolition process Taking into account the chosen work method, demolition system, machinery, and auxiliary equipment to be used, the following demolition process has been selected:
Manual pneumatic, electric, or hydraulic hammers will be used, together with a specific tool dismantling wood flooring, finishing profiles, and baseboards.
Careful demolition of the existing wooden floor at the lobby and corridor of first floor for reuse, including the proper packing and storage of wooden slabs.
The carpet or wood flooring will be dismantled and removed without destroying the compression layer or weakening the structural component that supports it.
Before proceeding with the dismantling, the openings that access other areas of the building will be sealed with plastic sheeting.
Expansion joints will be installed in the existing passageways. To minimize potential interference with existing flooring, furniture, or wall openings, the parquet should match the current thickness of 14 mm.
3.5 INSTALLATION OF WOOD FLOORING UP TO 14 mm THICK
Installing wood flooring with the same thickness as the currently installed flooring would maintain the finished floor level, reducing the extra work needed to raise the floor level to a minimum.
Once the contractor removes the current flooring and existing base layer, the contractor shall adequately clean the entire surface, removing any element that may impede proper installation of the flooring.
installation of solid wood will be done in two different ways as follows:
Herringbone wood installation: specialized process of laying wooden flooring or decking in a distinctive V-shaped pattern, where rectangular planks are arranged at perpendicular angles to create a zigzag design.
Apply adhesive or prepare fastening system Position planks at precise angles to form herringbone pattern Maintain consistent spacing and alignment Secure each piece using nails, screws, or adhesive as specified Stagger joints to ensure structural integrity
Floating wood floor installation: laying wooden flooring where the planks are not permanently attached to the subfloor. Instead, the flooring "floats" above the substrate, connected only to adjacent planks through a locking system.
Establish starting wall and maintain expansion gap (typically 1/4" to 1/2") Install first row with tongue side facing wall Connect subsequent planks using tongue-and-groove locking system Stagger end joints by minimum specified distance (typically 6-8 inches) Use tapping block and pull bar to ensure tight connections Cut planks as needed to fit around obstacles and at room perimeter
A 2 mm impact protection and acoustic layer will be extended over the clean support, and the selected wood flooring will be installed. The contractor shall carry out installation following the manufacturer's instructions, including the corresponding expansion joints. The contractor shall fill these joints with wood-colored neutral silicone that is highly elastic and durable.
cover profile that will be affixed mechanically.
3.5.5. Joints and Finishing. Joints that meet exterior carpentry are planned to remain visible;
therefore, the contractor shall give special care to their execution. The contractor shall install joints that meet the same type of material with a wood-colored, lacquer-finished aluminum joint cover profile that will be affixed mechanically.
Joints with Other Flooring Types. The contractor shall install joints that meet other types of flooring with one of two types of brass joint cover profiles: when floor levels differ, the contractor shall use terracing; when floors are level, the contractor shall use a smooth profile. The contractor shall affix both types mechanically.
3.5.6. Where the wood flooring meets the stairs on the upper level, the contractor shall use solid wood nosing with the same characteristics as the selected wood flooring.
3.5.7 Where wood flooring meets in corridor and there no baseboard is installed to cover the expansion joint, the contractor shall use the same solution as for exterior carpentry, taking special care with execution and final sealing.
3.5.8. Floating Wood Floor. Interior flooring is comprised of individual smooth-surface wood components, assembled or pre-assembled, that are not drilled to the primary structure and float on a base layer.
3.5.9. The bands must be placed perpendicular to the slats. If the dimensions of the locations surpass certain limits, there must be expansion joints that can absorb the swelling and shrinking movements of this type of flooring. These expansion joints shall be a minimum 10 mm thick.
3.5.10 Perimeter Expansion Joints. Along the entire perimeter, the floating parquet must have expansion joints with a minimum width of 0.15% of the dimension of the enclosure, perpendicular to the direction of installation, with a minimum of 1 cm. The contractor shall also install this joint around all components that cross the parquet and in areas in contact with carpentry components (e.g., doorframes).
3.51 Finishing: The wood flooring must be varnished by the manufacturer at the factory.
Varnish must be for high traffic foot.
Works will be divided into three CLINs:
CLIN 1: area of 2nd floor.
CLIN 2: area of bathroom Ground Floor CLIN 3: After hours budget. 5 hours per 15 days. Total 75 hours after 17:00hr
3.4 AFTER CONSTRUCTION
3.4.1 When all site work is complete, the Contractor's site superintendent shall review all activities and walk the project area with the COR to ensure that the embassy staff is satisfied, and all work items are acceptable. If any items are not completed, they shall be noted and provided to the Contractor to be addressed and completed immediately.
3.4.2 The Contractor shall ensure that, upon demobilization, the site is left in a clean and orderly appearance, equal to or better than prior to start of work.
3.4.3 Unit measurement and evaluation criteria. Square meter of flooring comprises of slats laying on the slab or floating floor, slats attired to the floor slab, or to floating flooring, or wood flooring nailed or glued lo installed strips (fixed or floating), which may or may not include slabs and varnishing, including cutting, debris removal, and cleanup. Step and baseboard cladding will be measured and evaluated by linear meter.
3.4.4 Waste produced while completing the project unit will be handled in compliance with the Management of on-site construction or demolition waste.
3.3.5 Execution control
- Support: local warpage: to be measured with a 20 cm ruler, where deflections of greater than 1mm will not be admissible, regardless of the location and orientation of the ruler. General warpage: to be measured with a 2 m ruler. The following cases are distinguished: glued parquet (showing no more than 5 mm deflection, regardless of the location and orientation of the ruler).
- Floating parquet (showing deflection of no more than 3 mm). Horizontality: to be measured with a 2 m ruler and a level, showing horizontality deviations not greater than 0.5%, regardless of the location and orientation of the ruler.
- Slab: prior to installing any type of wood floor, the moisture content measurement will be less than 2.5%. Slab/floating floor moisture content measurements will be made approximated depth of half the floor's thickness, with 2 cm being the minimum depth in all cases.
- Planking: installing strips, with parallelism between the strips, leveling of each strip (longitudinally), leveling between strips (transversally)Once the sleepers are finished, the strips must be level in both directions [each strip and between strips).
4 PRODUCT SPECIFICATIONS
Products, equipment, and systems will be accepted according reviewing the documentation of provisions (including the CE label, where applicable), their quality certifications, appropriable technical evaluations, and tests.
Acoustic insulation The acoustic characteristics of the products used in the construction separation elements must be stated in the project's terms and conditions. The products that comprise the standardized construction components are characterized by mass per surface unit kg/m2. In terms of noise impact isolation products used for floating floors, they are characterized by the dynamic rigidity, 5', in MN/m3, obtained according to UNE-EN 29052-1: 1994, and the compressibility class, which is defined in its own UNE standards.
Recycled rubber (cross-linked vinyl acetate and expanded by compression and specially designed for the preservation and care of parquet and laminate and care of parquet and laminate floors. Anti-bacterial and waterproof closed-cell non-porous material. porous. Excellent acoustic insulation does not store electromagnetic charges. The HDPE foil provides additional protection against humidity for general against humidity, for the general compliance of health requirements prescribed in the basic document HS of healthiness of the CTE.
Wood flooring is comprised of:
Make: Junckers or similar en formato modelo HERRINGBONE size: 15x129 x 775 mm, quality:
calidad HARMONY. Finish NORDIC, satin varnish or ultra-matte
Make: Junckers or similar en formato TABLA modelo FUSION, Size: 15x129 mm, quality:
HARMONY. Finish NORDIC, satin varnish or ultra-matte.
Thickness x Width:
14 × 129 mm (⅝″ × 5″) Length 14 × 129 mm (5/8” × 5”) 2500 mm (8′ 2 ⁷⁄₁₆″) / 2400 mm (7′ 10 ½″) / 2200 mm (7′ 2 ⅝″) / 2100 mm (6′ 10 ¹¹⁄₁₆″) / Tolerances, thickness and width:
Thickness: ±0.2mm Width 14 × 129 mm (5/8" x 5") : ±0.4 mm Length: ±1.0mm Landing deviations/lipping: 0.3mm Plank end squareness: ±0.3mm Drying method: Kiln dried.
Average moisture content, MC:
Oak: 8 % (±2 %).
Black Oak: 9 % (±2 %).
The strip should be made of closed cell-foamed PVC to absorb natural movement in the hardwood.
It measures 3x8 mm (1/8" x 5/16"). Once installed, it provides a 2 mm (5/64") wide joint that varies throughout the year with changes in relative humidity.
Resistance to Indentation (indicative values):
All variants: Approx. 3.4 Hardness Brinell Slip Resistance (indicative values):
Oiled and lacquered: Approx. 0.4 Fire Classi�cation, (EN 13501-1):
Surface treated: C – S Untreated: D – S Thermal Conduction: Approx. 0.17 W/mK Heat Resistance:
20.5 mm (3/4") : Approx. 0.12 m² K/W
15 mm (5/8") : Approx. 0.09 m² K/W Substances on the candidate list (ECHA) wooden floors do not contain SVHC substances (Substances of Very High Concern) listed on the candidate list amounting to more than 0.1 %. The candidate list registers particularly problematic substances in relation to human health and the environment.
Varnish 2-component waterborne topcoat for surface treating wooden floors in public areas with high traffic intensity. Must use new advanced polymer technology, that developed sustainable results on the floor and the environment with uncompromising resistance to scratches, scuff marks and chemicals. The product must have a very low odor and received DIBt approval for its low indoor emissions. Clear, non-yellowing formula.
1. Extreme durability and scratch resistance.
2. Exceptionally fast hardness development. Floor possible to take into full use already the following day
3. Very low odor.
4. Low solvent content (VOC), <5%.
5. DIBt approved for low indoor emissions
6. Suitable for overcoating pre-finished floors.
7. Complies to EN 14904:2006 (suitable friction for sports floors)
Identification: The product’s received identification will be verified against the characteristics required by mandatory regulations and, where applicable, by project or project management.
Essential characteristics referring to basic requirements that may be specified for declared use):
a. Fire performance.
b. Emission of formaldehyde (Class El or Class E2).
c. Emission of pentachlorophenol (contained).
d. Emission of other hazardous substances.
e. Break strength.
f. Slip resistance.
g. Thermal conductivity.
h. Durability without protective Treatment.
i. h. Durability will be protective treatment.
- Quality labels:
Where applicable, the product will be checked to ensure it bears the quality required for the project, or by project management, to ensure its characteristics.
- Tests:
Where applicable, the necessary tests will be carried out to check some of the characteristics required by mandatory regulations and, where applicable, by the project or project management.
5 CODES AND STANDARDS
5.1 Any design specifications shall conform to the more stringent requirements of the following attached codes and standards.
5.1.1 Occupational Safety & Health Administration Codes (OSHA)
5.1.2 International Building Code (ICBO)
5.1.3 International Mechanical Code (ICBO).
5.1.4 Mechanical Systems - ASHRAE and SMACNA Standards.
5.1.5 National Fire Protection Association (NFPA 101) Life Safety Code.
6 PERIOD OF PERFORMANCE
6.1 The project shall start within minimum fifteen (15) calendar days after the date the Contractor receives the Notice-to-Proceed (NTP) issue by CO. The contractor shall sustain a Kick-off meeting to review the SOW, detailed schedule, execution, and safety plan.
6.2 Timetable of Deliverables
6.2.1 Complete the entire work no later than) SIXTY (60) calendar days after NTP. The time stated for completion shall include final cleanup of the premises.
• 30 days manufacture
• 30 days installation
6.2.2 Contractor must be able to supply the materials no later than 30 calendar days and the installation no later than 30 calendar days.
6.2.3 The Contractor must complete all work during August 2026, with a final deadline of August 31, 2026.
6.2.4 PROPOSED WORK SCHEDULE:
29- Jun 29-Jul
20- Jul
27- Jul
3- Aug
10- Aug
17- Aug
24- Aug
1st floor carpet replacement
Manufacturing Materials Installation
6.2.5. PROPOSED FLOOR INSTALLATION CONCEPT
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