Attachment 5. SOW.pdf

STATEMENT OF WORK (SOW)

Project Title: Emergency Exit Structural and Waterproofing Repairs Location: U.S. Consulate General Barcelona – Rear Emergency Exit Stair and Retaining Wall Zone Date: March 2026 Prepared by: Jose L. Llorente

1. PROJECT BACKGROUND AND OBJECTIVES

The U.S. Consulate General Barcelona is located along an artificial terrace formed by a retaining wall. Due to the elevation difference between the consulate platform and the original ground level, the rear emergency exit is in the retaining wall and its access from the consulate courtyard level is via a staircase that descends approximately 5.25 meters. See the following sketch of the emergency exit staircase access

The concrete stairwell consists of retaining walls and a reinforced concrete ceiling/roof slab that also serves as a support for backfill soil and surface finishes above. The facility currently experiences significant water infiltration:

The stairwell walls exhibit chronic dampness and active water seepage.

The ceiling/roof slab presents a transverse crack approximately at midspan, which leaks during rain events.

The continued presence of moisture may compromise structural integrity, pose safety hazards (spalling concrete, corrosion of steel reinforcement, slippery surfaces), and reduce the reliability of the emergency egress path.

Project Objective:

Design and execute a comprehensive repair and waterproofing solution that:

1. Restores and protects the structural integrity of the emergency exit ceiling/roof slab and associated elements.

2. Improves drainage and waterproofing above the slab and surroundings to minimize water infiltration.

3. Reduces wall moisture and visible dampness to the maximum extent practicable, recognizing that some infiltration is unavoidable given the retaining wall location, while preventing mold growth and deterioration.

4. Provides an optional, pre-priced solution (small wood shelter) to further mitigate water accumulation on the slab if primary measures prove insufficient.

5. Ensures compliance with applicable U.S. and local codes and standards and maintains safe, code-compliant emergency egress during and after construction.

6. Preparation of maintenance guidelines for future

2. SCOPE OF WORK

The Contractor shall furnish all labor, supervision, materials, equipment, tools, temporary facilities, testing, and services necessary to execute a turnkey repair project for the emergency exit staircase, associated structural elements and drainage.

The scope includes, at a minimum, the following major tasks:

1. Structural repair of the ceiling/roof slab, including removal of deteriorated concrete cover and repair/augmentation of steel reinforcement.

2. Removal and replacement of soil above the slab; installation of waterproofing and subsurface drainage (perforated pipe system) above the slab; reinstatement of soil and surface finishes.

3. Reorganization and improvement of the surface and subsurface drainage system in the area above the slab and surroundings to prevent water accumulation.

4. Moisture-mitigation and pore-filling treatment of stairwell walls, and assessment/improvement of local drainage to minimize infiltration.

5. Provision, as an optional item, of a small wood shelter above the slab area to further direct rainwater away and prevent accumulation over the ceiling, including all associated items (foundation, drainage, etc.)

6. Construction of a new security and protection partition wall at the staircase landing between the emergency exit area and the power company transformer room, including a secure duct penetration, in accordance with OBO physical security details.

All dimensions indicated by the Consulate are approximate. The Contractor must verify all dimensions in the field during the site visit. The U.S. Consulate General shall not be held responsible for any discrepancies in the originally provided measurements.

3. PROJECT LOCATION AND EXISTING CONDITIONS

Site: Rear emergency exit stairwell of the U.S. Consulate General Barcelona.

Configuration:

o Stairwell descending approximately 5.25 m from courtyard level to emergency exit door.

o Reinforced concrete ceiling/roof slab forming the top of the stairwell, supporting soil and exterior finishes above.

o Retaining walls forming the stairwell sides.

Observed Deficiencies:

o Persistent dampness and visible water infiltration on interior wall surfaces.

o Transverse crack at midspan of the ceiling slab, actively leaking during rainfall events.

o Apparent corrosion risk to reinforcing steel due to prolonged moisture exposure.

o Inadequate drainage and ponding risk on the exterior surface above the slab.

The Contractor shall document pre-construction conditions with photographs (minimum: high-resolution photos of all walls, ceiling, visible cracks, and exterior area above the slab) and include them in the submittals for record.

4. AWARDING PROCESS

Contractors will follow these section to prepare the proposal for this project

4.1 Proposal Site Visit

As part of the award process, Contractors interested in bidding in this solicitation will be required to attend a site visit. During this site visit, the Contractor shall verify all dimensions and measurements, identify access constraints for materials, equipment, and debris removal, assess the condition of structural elements and the existing drainage system in the area above the slab and the surroundings.

4.2 Submittal Requirements during awarding process

As part of the proposal/award process, the Contractor shall submit a document package including, at a minimum:

4.2.1 Product Data Sheets

Manufacturer’s product data for all relevant proposed materials, with emphasis on:

Waterproofing membrane or system for the slab (e.g., liquid-applied, sheet membrane, or equivalent).

Pore-filling and wall moisture-mitigation materials (e.g., crystalline waterproofing cementitious coatings, hydrophobic impregnation, or similar).

Structural repair materials for the slab, including:

o Repair mortars or grouts.

o Bonding agents.

o Corrosion inhibitors, if proposed.

o Additional reinforcement systems (e.g., supplemental rebar, FRP, steel profiles) if deemed necessary by the Contractor’s assessment.

4.2.2 Performance and Operating Characteristics

4.2.2.1 The Contractor shall provide a complete description of performance and operating characteristics of each proposed system, including:

Waterproofing system durability, expected service life, and resistance (UV, root penetration, hydrostatic pressure, etc.) where relevant.

Drainage system performance (drainage capacity, pipe characteristics, filter layers, etc.).

Structural repair system characteristics (compressive strength, bond strength, compatibility with existing concrete, shrinkage, etc.).

4.2.3 Work Plan and Schedule (Proposal Stage)

4.2.3.1 The Contractor shall submit a draft Work Plan including:

General construction methodology.

Phasing approach, especially regarding maintaining emergency egress operable throughout the project duration and security.

Proposed sequence for structural repair, excavation, waterproofing, drainage installation, wall treatment, and finish restoration.

4.2.3.2 The Contractor shall provide a preliminary Critical Path Method (CPM) schedule that:

Shows major activities, durations, and logical relationships.

Identifies key milestones (mobilization, completion of structural repair, waterproofing complete, substantial completion, final acceptance).

5. AFTER AWARD – PRIOR TO IMPLEMENTATION

5.1 Site Visit and Survey

5.1.1 The Contractor shall conduct a mandatory site visit prior to submitting the final work plan.

5.1.2 During the site visit, the Contractor shall:

Verify all dimensions and measurements (stairwell dimensions, slab thickness where observable, wall heights, soil depth, drainage lines, etc.).

Identify access constraints for materials, equipment, and debris removal.

Assess the condition of structural elements (walls, ceiling, reinforcement exposure, cracks, spalls).

Assess existing drainage lines, inlets, slopes, and discharge points in the area above the slab and the surroundings.

5.1.3 The Contractor shall prepare a Site Survey Report including:

As-built/verified dimensions (plans and sections).

Photographic record.

Initial observations on structural condition and required repair extent.

5.1.4 All measurements provided initially by the U.S. Consulate are approximate.

The Contractor shall rely on its own measurements and shall not hold the Consulate responsible for any discrepancies.

6. SUBMITTAL REQUIREMENTS – NO LATER THAN 10 DAYS BEFORE

START

No later than ten (10) calendar days before commencing physical works on site, the Contractor shall submit the following for review and approval:

6.1 Activity Hazard Analysis (AHA) and Safety Plan

6.1.1 An Activity Hazard Analysis (AHA) that:

Identifies all tasks and sub-tasks for the project.

Describes specific hazards (structural work at height, confined-space characteristics in the stairwell, dust, noise, manual handling, weather conditions, etc.).

Defines control measures and personal protective equipment (PPE) for each task.

Addresses emergency procedures, including maintaining a safe emergency egress route or equivalent temporary arrangements at all times.

6.1.2 A project-specific Safety Plan consistent with local regulations and U.S.

Mission requirements, including:

Site access control measures.

Fall protection provisions.

Housekeeping and debris management.

Lockout/tagout or similar measures for any mechanical/electrical elements (if applicable).

U.S. Army Corps of Engineers (USACE) Safety and Health Requirements Manual, EM 385-1-1 dated 15 March 2024

6.2 Detailed Product Data Package

6.2.1 Final, detailed manufacturer’s data sheets for each product to be used, to include:

Installation instructions, covering:

o Surface preparation requirements.

o Mixing, application, and curing procedures.

o Storage and handling requirements.

o Environmental limitations (temperature, humidity, curing times).

Complete description of performance and operating characteristics.

Certificates of compliance, if applicable (e.g., CE marking, compliance with EN standards, etc.).

6.2.2 Bill of Materials (BOM) listing all products, including:

Product name, manufacturer, model/grade.

Quantities.

Intended application location.

6.2.3 All materials provided by the Contractor must be approved by the U.S.

Consulate or its designated representative prior to installation.

6.3 Finalized Work Plan and CPM Schedule

6.3.1 A finalized Work Plan detailing:

Step-by-step construction methodology.

Means and methods for structural repair (demolition limits, rebar recovery, formwork, curing).

Soil excavation and handling procedures.

Waterproofing installation sequence.

Drainage system installation, testing, and connection to existing systems.

Wall treatment procedures and curing times.

Any temporary works required (shoring, temporary covers, etc.).

6.3.2 A finalized Critical Path Method (CPM) schedule including:

All major and minor tasks, with durations and dependencies.

Mobilization, procurement, submittal review, site works, curing periods, testing, demobilization.

Critical path identification and project completion date.

No site work may commence until the U.S. Consulate has reviewed and accepted the AHA, Safety Plan, final product data, Work Plan, and CPM schedule.

7. IMPLEMENTATION REQUIREMENTS

7.1 Site Isolation and Access Control

7.1.1 The Contractor shall provide a plan for isolation and restriction of access to the intervention area, including:

Physical barriers to prevent unauthorized entry (fencing, barricades).

Clear signage in Spanish and English as required, indicating construction zone and restricted access.

Protection measures for adjacent areas (e.g., coverings, protection of landscaping and finishes).

7.1.2 The Contractor shall coordinate with the U.S. Consulate Security Office regarding access control procedures, worker identification, and material deliveries.

7.2 Emergency Egress and Operational Continuity of the Staircase

7.2.1 The emergency exit staircase serves as a critical life-safety egress route and shall remain operational and available for use at all times, except for short, controlled periods when specific work tasks prevent safe passage.

7.2.2 The Contractor shall plan and execute all activities so that:

Any obstruction of the staircase (e.g., during concrete repair, pore-filling, painting, or similar operations) is limited to the minimum time strictly necessary for the task.

Work can be safely paused and the route cleared in a very short time whenever required by the U.S. Consulate (e.g., for drills, emergencies, or operational needs).

7.2.3 The Contractor shall include in the Work Plan and CPM schedule:

A description of how emergency egress will be maintained during each phase of the work.

Procedures for quickly stopping work, securing materials and tools, and clearing the staircase to restore safe passage on short notice.

Communication protocols with the U.S. Consulate (e.g., Facilities and Security) for temporarily blocking and reopening the staircase.

7.2.4 The Contractor shall coordinate with the Consulate to schedule any work that significantly restricts egress (e.g., overhead work directly above landings, major concrete pours) during periods of low occupancy or other agreed windows.

7.2 Qualified Personnel

7.2.1 The Contractor shall ensure that all works are carried out by staff with the appropriate technical qualifications, training, and experience for their tasks.

7.2.2 A competent site supervisor shall be present whenever work is in progress, responsible for safety, quality, schedule, and coordination with the U.S. Consulate.

7.3 Compliance with Security and Safety Rules

7.3.1 The Contractor shall comply with all security rules and procedures of the U.S. Consulate General Barcelona, including escorting, prohibited items, and photography restrictions.

7.3.2 The Contractor shall comply with all applicable occupational safety and health regulations in Spain, and with the approved AHA, Safety Plan and EM-385- 1-1.

8. DETAILED TECHNICAL SCOPE OF WORK

8.1 Structural Repair of Ceiling/Roof Slab

8.1.1 Investigation and Demolition

Carefully chip and remove all loose, delaminated, or unsound concrete from the slab underside and edges, especially along and around the transverse crack at midspan.

Expose reinforcement sufficiently to evaluate corrosion, section loss, and bond.

Clean reinforcement where corrosion is present, using methods consistent with applicable standards and manufacturer recommendations.

8.1.2 Reinforcement Repair and Augmentation

Replace severely corroded or section-loss reinforcement as necessary, ensuring minimum development lengths and anchorage, in accordance with ACI 318 principles or local code for concrete (“Código Estructural”), whichever is more stringent.

If the Contractor’s structural assessment indicates the need for additional reinforcement (e.g., supplemental rebar, additional mesh, or structural strengthening such as FRP), the Contractor shall design and provide such reinforcement, and include it within its scope and price.

Provide shop drawings and calculations for any added reinforcement or strengthening system for review and acceptance before installation.

8.1.3 Concrete Repair

Apply bonding agents according to manufacturer’s instructions.

Place repair mortars or concrete suitable for overhead structural repairs, ensuring proper compaction and curing.

Restore original geometry of slab soffit and edges.

Cure repaired areas as per product requirements to achieve specified performance.

8.1.4 Temporary Access, Scaffolding, and Protection in Staircase

a. The Contractor shall design and install any required scaffolding, platforms, or temporary access structures within the staircase so that:

A clear and safe passage remains available for personnel underneath or around the scaffolding whenever the staircase is required for emergency egress.

Headroom, width, and footing conditions are sufficient to allow rapid and safe passage, in coordination with the U.S. Consulate’s safety requirements.

The risk of falling objects from overhead work is controlled (e.g., toe boards, debris nets, overhead protection, or similar measures).

b. The Contractor shall submit scaffolding and access layouts as part of the Work Plan, indicating:

Location, footprint, and height of scaffolding within the staircase.

How the emergency egress path is maintained under or around the scaffolding.

Means of quickly removing or reconfiguring key scaffold elements if the U.S. Consulate requires immediate full clearance of the staircase.

c. All temporary works (scaffolding, platforms, protection decks) shall comply with applicable safety regulations and manufacturer requirements and shall be inspected regularly by a competent person designated by the Contractor.

8.2 Soil Removal, Waterproofing, and Subsurface Drainage

8.2.1 Soil Removal Above Slab

Excavate and remove soil and existing finishes above the slab to the depth required for installation of the waterproofing system and drainage layer.

Stockpile, protect, and/or dispose of excavated material as designated in the Work Plan. Use of dumpsters is part of the responsibilities of the Contractor and must be coordinated with the Consulate.

Protect the slab and surrounding structures during excavation.

8.2.2 Substrate Preparation

Inspect slab top surface for cracks, defects, and irregularities.

Repair significant cracks and defects as required and compatible with the waterproofing system.

Achieve smooth, clean, dry surface as per waterproofing manufacturer’s instructions.

8.2.3 Waterproof Layer Installation

Install the specified waterproofing system over the slab and 4 meters deep in the staircase wall per manufacturer’s latest instructions, including:

o Primer application (if required).

o Seam treatment (for sheet systems).

o Terminations, upturns, and connections to adjacent vertical surfaces or elements.

Ensure continuity of the waterproofing system at penetrations and joints.

8.2.4 Perforated Drainage Pipe System

Install a perforated drainage pipe network above the waterproofed slab, laid to slope toward appropriate collection points.

Surround drainage pipes with suitable filter media (gravel, drainage mat) and geotextile to prevent clogging.

Connect drainage pipes to existing or new drainage outlets that discharge to a compliant stormwater system or other approved discharge point.

8.2.5 Backfill and Surface Restoration

Place soil backfill in layers, compacted as appropriate (following US or local standards) to avoid excessive settlement and to protect the waterproofing.

Restore surface finishes to equal or better condition than pre-construction, consistent with the approved design.

8.3 Reorganization and Improvement of Drainage System

8.3.1 Evaluate existing surface and subsurface drainage above the slab and surroundings, including slopes, gutters, drains, and outlets.

8.3.2 Modify or add drainage components to avoid water accumulation above the slab and surroundings, which may include:

Regrading surfaces to promote positive drainage away from the slab.

Installing additional surface drains, catch basins, or channels.

Ensuring all drains are connected and discharge appropriately.

8.3.3 Test the drainage system with water to verify effective flow and absence of ponding before final acceptance.

8.4 Stairwell Walls – Moisture Mitigation and Drainage Improvements

8.4.1 Recognizing that complete elimination of water infiltration through the retaining walls may not be feasible, the Contractor shall implement measures to:

Fill wall pores and capillaries using suitable materials (e.g., crystalline waterproofing slurries, polymer-modified cementitious coatings, hydrophobic impregnation, or similar systems approved by the Consulate).

Reduce the formation of surface moisture, efflorescence, and mold.

8.4.2 The Contractor shall:

Prepare wall surfaces (cleaning, removal of loose materials, minor repairs).

Apply the selected pore-filling/moisture mitigation system per manufacturer instructions in the specified number of coats.

Paint the staircase with the original color to be provided by Consulate using a material compatible with the filling system.

8.4.3 Evaluate and improve, where practicable, the local drainage behind or adjacent to the walls to reduce hydrostatic pressure and infiltration, which may include:

Verifying and cleaning existing drainage lines or weep holes (if present).

Adding localized drains or relief features if accessible and feasible.

8.5 Stair Landing Partition Wall – Security and Moisture Protection Upgrade

8.5.1 Existing Condition

At the staircase landing where the emergency exit door is located, a partition wall separates the landing from the power company transformer room. Historically, this separation included a door, which was removed and replaced with a simple, single-wythe brick infill wall. The current infill wall appears structurally weak and presents:

A safety concern, as moisture present in the stairwell can more easily migrate into the transformer room.

A security concern, as the existing wall may be vulnerable to forced entry from the transformer room, where power company employees have authorized access, potentially providing an easy path into the emergency exit staircase area.

8.5.2 Objective

Provide a secure and robust partition wall assembly that:

Meets the required minimum physical security standard between the stair landing and the transformer room.

Reduces the risk of moisture transmission into the transformer room from the staircase side.

Maintains or improves fire and life-safety performance of the separation.

8.5.3 New Wall Construction Requirements

a. Security and Physical Protection Standard

The new wall shall be constructed to provide 15-minute FE/BR performance (Forced Entry/Ballistic Resistance), in accordance with the OBO Physical Security Detail Handbook, using one of the following wall types as applicable:

o HPC-15R-DOS-02B – 150 mm wall thickness.

o HPC-15R-DOS-03B – 250 mm wall thickness.

o HPC-15R-DOS-04B – 200 mm wall thickness.

o HPK-15R-DOS-03A – One side upgrade of hollow masonry wall

The Contractor shall select the appropriate detail based on the existing wall thickness and adjacent construction, subject to U.S. Consulate and OBO design review/approval.

b. Demolition and Preparation

Carefully remove the existing weak brick infill partition at the former doorway/opening, minimizing damage to adjacent structural elements and finishes.

Prepare jambs, head, and floor interfaces to receive the new wall in accordance with the selected OBO detail, ensuring proper anchorage and continuity with existing construction.

Properly dispose of demolition debris in accordance with local regulations.

c. Construction and Materials

Construct the new wall strictly in accordance with the selected OBO detail (HPC-15R-DOS-02B, 03A, 03B, or 04B), including any specified:

o Wall type and thickness.

o Reinforcement, anchors, and connections.

o Grouting, mortar types, and any required reinforcing steel, plates, or mesh.

Ensure integration with existing walls, floors, and ceilings so that the physical security performance (FE/BR) is continuous around the opening.

Where the wall interfaces with potentially damp stairwell surfaces, include appropriate damp-proofing or compatible coatings on the stairwell side to reduce moisture transmission into the new assembly, coordinated with the stairwell moisture-mitigation measures in Section 8.4.

8.5.4 Duct Penetration for Power Cables

Where power cables must pass between the transformer room and other areas:

Provide a duct penetration in the new wall in accordance with the OBO Physical Security Detail Handbook detail HGX-15N-DOS-01A (15-minute FE/BR duct penetration).

The penetration shall be:

o Sized to accommodate existing and required conduits/cables with reasonable allowance for future maintenance.

o Installed so that its physical security rating (15-minute FE/BR) is not compromised.

o Properly sealed to limit moisture and air transfer between the stairwell and transformer room, with materials compatible with both the security detail and fire/smoke performance requirements.

The Contractor shall coordinate with the power utility company and the U.S.

Consulate to schedule any required power isolation or cable handling, and shall ensure all work complies with applicable electrical safety regulations and Consulate security procedures.

8.5.5 Coordination and Documentation

Provide shop drawings showing:

o Layout and dimensions of the new wall, including ties to existing construction.

o Location and configuration of the duct penetration

(HGX-15N-DOS-01A).

o Any associated sleeves, conduit supports, or junction boxes in the wall area.

Submit product data and manufacturer information for any proprietary components used to implement the OBO details.

Record the final configuration in the as-built documentation at project closeout.

8.6 Optional Item – Small Wood Shelter Above Ceiling

8.6.1 The Contractor shall include an optional, separately priced line item for the design, supply, and installation of a small wood shelter above the slab area. The shelter shall:

Consist of four structural columns and a roof, designed to cover the critical area above the slab where water tends to accumulate.

Be designed to direct rainwater away from the slab area and toward designated drainage points.

Be compatible with existing site aesthetics and local architectural context.

8.6.2 The design shall include:

Structural sizing and connections suitable for design loads, consistent with Código Estructural and relevant Spanish norms and all other associated items (foundation, drainage, etc.)

Durable roofing material with suitable waterproofing and drainage (gutters/downspouts if needed).

8.6.3 The optional shelter shall only be executed upon written authorization by the U.S. Consulate, based on funding availability.

9. CODES AND STANDARDS

The Contractor shall design and execute all works in accordance with the latest applicable editions (as locally adopted) of the following codes and standards, at a minimum:

International Building Code (IBC) – as applicable to U.S. diplomatic facility standards.

American Concrete Institute (ACI) 318 – Building Code Requirements for Structural Concrete, for structural design principles and concrete repair compatibility.

Código Estructural (Spain) – for structural design, execution, and control of concrete and steel structures.

Código Técnico de la Edificación (CTE) – applicable Basic Documents (DB-SE, DB-SI, DB-HS, etc.) for structural safety, fire safety, and health and moisture control.

Relevant local municipal regulations and ordinances for construction, noise, working hours, waste management, and safety.

Manufacturer’s installation guidelines for all proprietary products and systems.

In case of conflict between codes or standards, the more stringent requirement shall govern. The Contractor shall seek clarification from the U.S. Consulate when necessary.

10. GENERAL CONDITIONS

10.1 Fixed-Price Proposal

The Contractor shall provide one fixed-price proposal plus the optional item to complete all work described in this SOW. The fixed price includes every aspect of the work, including labor, materials, equipment, overhead, and profit.

10.2 Specifications and Direction

The Contractor shall accomplish the work in accordance with this SOW and any additional direction or clarifications provided by the on-site Facility Management Office representative. Where conflicts arise, the Contractor shall seek written clarification before proceeding.

10.3 Execution of Work

The Contractor shall be fully responsible for requesting, obtaining, and maintaining all required city/municipal permits associated with this project, including any permits related to construction, excavation, scaffolding, occupation of public space, noise, and waste transport/disposal. All permit fees and related costs shall be borne by the Contractor. Copies of such permits shall be provided to the U.S. Consulate before the Contractor begins the corresponding work.

No claim for additional time or cost will be considered for delays resulting from the Contractor’s failure to apply for or obtain required permits in a timely manner.

The Contractor shall execute the work in a diligent and workmanlike manner, in accordance with:

The negotiated fixed price.

This Scope of Work.

The approved schedule and work plan.

10.4 Work Hours

Work hours for survey, site visits, and construction activities shall be as dictated and approved by the on-site Consulate Facilities representative, in compliance with local regulations and security requirements. Regular hours in US Consulate are 8:30a.m. to 5:30p.m. Any work outside approved hours is not permitted.

10.5 Safety

The Contractor shall conduct all work in a manner that ensures the safety of residents, employees, visitors, and the Contractor’s personnel. The Contractor remains fully responsible for implementing and enforcing the approved AHA and Safety Plan, and for complying with all applicable safety regulations.

10.6 Workforce

The Contractor shall provide all supervision, skilled labor, and unskilled labor necessary to perform the work. The Contractor shall ensure that workers are properly trained, licensed (where required), and briefed on the specific security and safety requirements of the site.

Access to the Consulate compound is restricted, and all non-Mission personnel must be escorted at all times while on site.

The Contractor shall designate at least one member of the workforce to undergo a security investigation to a level that, if approved, will allow that individual to escort other members of the crew. All other workforce members shall be subject to a police/background check as required to authorize their access to the compound.

The security vetting process will be completed before issuance of the Notice to Proceed (NTP). The Contractor shall allow for this in its planning and shall assume that the clearance process may take up to approximately sixty (60) days.

10.7 Subcontractors

The Contractor shall be responsible for the conduct and workmanship of all Subcontractors engaged in the project and for their compliance with the terms of this SOW and any associated contract. The Contractor remains fully responsible for the behavior, performance, and quality of work of all Subcontractors.

10.8 Waste Management and Debris Disposal

The Contractor shall collect and store all construction debris, excavated material, and packaging generated by the work in the designated Consulate dumpster(s) or waste containers, as directed by the Facility Management Office.

The Contractor shall be responsible for the cost of its proportionate use of each dumpster or waste container utilized during the project. The method for determining the Contractor’s share (e.g., by volume, weight, or number of hauls attributable to the project) will be agreed with the U.S. Consulate in advance.

Under no circumstances shall the Contractor dispose of construction debris outside the designated containers or leave waste materials in the work area or elsewhere on the compound at the end of the workday.

10.9 Modification to Contract / Changes

The Contractor shall not incur any costs beyond those described in this SOW and the associated contract unless directed otherwise in writing by the Contracting Officer.

Any work performed by the Contractor beyond this SOW without written direction from the Contracting Officer will be at the Contractor’s own risk and at no cost to the U.S. Consulate.

10.10 Stop Work

At any time during the project, the Contracting Officer reserves the right to issue a Stop Work order for the protection of employees, residents, visitors, security, or for any other reason at his/her discretion. The Contractor shall immediately comply with any Stop Work order and secure the site in a safe condition.

10.11 Point of Contact (POC)

The Point of Contact for this work in the Facility Management Section is:

Name: Jose Luis Llorente

Role: Local Facility Manager – Point of Contact for this project.

All coordination, scheduling, and routine communications shall be routed through the POC or other designated representatives, unless otherwise directed by the Contracting Officer.