A_01.30_-_UPDATED_SOW.docx

01 10 10 Statement of Work HIV Drug Rehab Center – Narva, Estonia

US Army Corps of Engineers Europe District

APO AE 09049

es13

Statement of Work Project Number:

EN-HA-2018-34816

HIV Drug Rehabilitation Center Narva, Estonia

Prepared by:

Design Section Engineering Branch 19 JUNE 05 April 2019

SECTION 01 10 10

STATEMENT OF WORK

SECTION TABLE OF CONTENTS:

1 GENERAL

2 CIVIL AND GEOTECHNICAL

3 ARCHITECTURAL

4 STRUCTURAL

5 ELECTRICAL & COMMUNICATIONS

6 MECHANICAL

7 FIRE PROTECTION (covered in other sections)

ATTACHMENTS

1.0 GENERAL

1.1 PROJECT DESCRIPTION

The Request for Proposal (RFP) provides parameters for a design-build project for the partial renovation of a facility in Narva, Estonia. The facility is a solid masonry/concrete construction with sloped roof, first floor and partial basement and serves as a HIV/Drug rehabilitation center. The building shall stay operable during the renovation period.

The project includes the following general items of work, detailed requirements are contained elsewhere in this Statement of Work:

a. Clear, grub, and grade the site

b. Partial renovation of existing facility (i.e. full renovation of basement, renovation of façade, replacement of gutters and downspouts, partial window and door replacement, basement waterproofing, partial renovation of first floor including cladding replacement, corridor flooring replacement, renovation of office “A”, toilet renovation and replacement of two double and single doors)

c. Mechanical and Electrical renovation as described in Section 5.0 ELECTRICAL and 6.0 MECHANICAL

d. Provide site improvements

1.2 GENERAL REQUIREMENTS

The Contractor must deliver fully functional, turnkey type facilities (without furniture) as described in this document. The work includes - but is not limited to - design, demolition, fabrication, delivery, installation, construction, and site work. The facility and the installed equipment must be permanent construction.

The facility in this project must be complete and usable to meet codes and technical and functional requirements per this Statement of Work (SOW). The proposal price must include all design, calculations, approvals, certificates, fees, labor, material, equipment, direct overhead, indirect overhead, general and administrative expenses (G&A) and general conditions to complete this project as described in the SOW.

These design and product requirements are minimum requisites. Compliance with the provisions of this section by subcontractors is the responsibility of the Contractor.

1.2.1 BASE BID ITEMS AND OPTIONAL BID ITEMS

This Statement of Work addresses the technical requirements necessary to complete all work associated with this project. For information and requirements regarding the allocation of pricing between elements of the work, refer to the Bid Schedule included as a separate document. The Bid Schedule identifies the breakdown between the individual base bid and optional items for all work identified in this Statement of Work, associated drawings, and attachments. All work as described in these documents is included in either the Base Bid or Optional Items: consider all items not specifically identified in the Optional Items as part of the Base Bid Items.

1.3 FUNCTIONAL AREAS

Renovate the following areas in the facility:

1.3.1 Basement

Complete interior renovation of basement

Foundation repair see Section 4.0 Structural Design Basement floor net area: 90,17 m2

1.3.2 First floor

Foundation repair, columns and beams see Section 4.0 Structural Design

First floor net area: 87,25 m2 Total usable net area to be renovated: approximately 178 m2 net.

1.4 SUBMITTALS

Government approval is required for submittals with “G” designation; submittals not having a “G” are for Contractor Quality approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Pre-construction Submittals Demolition Plan; G Phasing Plan; G SD-05 Design Data

1.4.1 DESIGN SUBMITTALS

Provide a complete design package at each milestone, as described in Specification Section 01 33 16 DESIGN AFTER AWARD. The milestones for this project are indicated above in Section 1.4 SUBMITTALS. The specific requirements of each milestone are described in each discipline-specific section of this Specification.

***Contractor must provide a DRAFT DD Form 1354 in accordance with UFC 1-300-08 CRITERIA FOR TRANSFER AND ACCEPTANCE OF DoD REAL PROPERTY

Submit all documents in electronic format (.pdf for text and calculations, .pdf and .dwg (AutoCAD, latest version) for drawings). See Specification 01 33 00 SUBMITTAL PROCEDURES for additional information.

1.5 MATERIALS AND EQUIPMENT

Materials and products used must be durable, heavy duty, industry standard. The equipment must be the manufacturer’s standard quality and must be compatible with all other equipment and materials within the system or assembly. Equipment and materials must include all connections and accessories necessary to ensure operability and correct installation according to manufacturer’s requirements.

Provide a nameplate secured to each major piece of equipment. Each nameplate must have the manufacturer’s name, address, contact information, type or style, model or serial number, and catalog number. The definition of a “major piece of equipment” is at the discretion of the COR.

1.5.1 LIFE-SPAN

Construction must have an expected life span of 25 years.

1.5.2 MAINTAINABILITY

Provide low maintenance materials and systems appropriate for the project climate and location.

1.5.3 OPERABILITY

Systems (including but not limited to architectural, electrical, communications, and mechanical systems) must be simple to operate and easy to maintain.

1.5.4 STANDARDIZATION

Provide standardized materials, products, equipment, and systems to minimize the requirements for replacement parts, storage facilities, and service requirements.

1.6 DESIGN DIMENSIONS

Develop the design using the metric system.

1.7 DESIGN CRITERIA

Project design, site facilities, utility systems and material standards must be in accordance with the latest editions of the Host Nation building codes. In the absence of Host Nation building codes, use the International Building Code (IBC) and codes, technical standards, and regulations referenced in this RFP.

While this RFP references various source standards and specifications, all design documents must meet Host Nation codes and requirements. It is the designer's responsibility to demonstrate that the Host Nation standard is equal to the cited standard or specifications being supplanted. Apply the more restrictive standards when conflicts arise between the requirements of this RFP and any referenced or other applicable codes, standards or regulations. If equivalency cannot be met, use the more stringent requirement and quote both codes verbatim in correspondence to the COR. The designer is responsible to determine the required material and execution standards where specific standards are not indicated.

Provide an electronic copy of the local Host Nation standards and building codes in their original language as related to facility design and construction.

1.8 DESIGN CONFERENCES AND MEETINGS

The Contractor and the entire design team are required to participate in a design review conference for each design submittal. The Contractor may request a review conference, but the Government is under no obligation to conduct or participate in a review conference unless specifically identified in the contract documents. The Contractor must bring the personnel that developed the design submittal to any review conference.

All design review conferences must be held via teleconference or be reviewed and comments resolved via email.

The Contractor is responsible for taking meeting minutes during each design review conference and submitting to the COR for information and approval.

The Contractor is responsible for evaluating all Government comments prior to each design review conference. The Contractor is responsible for resolving all Government comments from each design phase. The Contractor must provide annotated responses to each design review comment with the subsequent design submittal packages. Construction may not begin until all Government comments from all design phases have been resolved.

1.9 SPECIAL CONSTRUCTION REQUIREMENTS

1.9.1 THIRD PARTY INSPECTION SERVICES

Furnish independent 3rd party inspection services to inspect the electrical and structural construction features of the project. The 3rd party must not be the same company responsible for the electrical or structural installation. This is in addition to the Contractor Site Personnel Requirements contained in 01 45 05 CONTRACTOR SITE PERSONNEL REQUIREMENTS. All testing is at the expense of the Contractor. Submit a plan for third party services to the COR. The inspection plan must be approved by the COR prior to construction.

1.9.1.1 GENERAL REQUIREMENTS

3rd Party inspectors must submit professional reports directly to the COR, without coordination with the Contractor, within 48 hours of the actual inspection. The report must contain the following at a minimum: names of all persons present for activity, listing and approval of all related materials, description of observed activity, and 10 photos (minimum resolution: 1504x1000) of the observed activity.

1.9.1.2 THIRD PARTY ELECTRICAL INSPECTOR REQUIREMENTS

The electrical inspector must be a certified Master electrician or licensed degreed Electrical Engineer and have a minimum of 10 years' experience, 5 years in the country where the project work is performed. Submit the inspector’s CV (Resume) to the COR for Government approval.

The following inspections must be conducted at a minimum: all outlets, off-cover inspection of all panels, verify that GFCI is present on all panels, municipal power connections, lightning protection installations, and generator installations.

Submit a plan and schedule to be part of the QC Plan or a separate submittal to be tracked via the submittal register, indicating the inspection plan and timing.

1.9.1.3 THIRD PARTY STRUCTURAL ENGINEER INSPECTOR REQUIREMENTS

The structural inspector must be a licensed graduate engineer with 10 years of experience, 5 years in the country where the project work is performed. Required experience includes, but is not limited to, inspecting concrete moment frame, concrete foundations, roof system and rebar and form work. Submit the inspector’s CV (Resume) to the COR for Government approval.

Submit an inspection plan and schedule of inspections to be part of the QC Plan or a separate submittal to be tracked via the submittal register, indicating the inspection plan and timing.

The following inspections must be conducted at a minimum: Bearing capacity of foundation soils, formwork and rebar of foundations, concrete placement of foundations. Formwork, rebar and concrete pour of moment frame. No concrete may be placed in forms without a preceding rebar inspection report and verification of functioning vibration equipment.

The inspector must review concrete test results and sign off on strength approvals.

1.9.2 PROTECTION OF WORK AREA

1.9.2.1 DUST AND DEBRIS CONTAINMNET

Seal the project area with construction barriers and dust partitions in order to contain construction dust and debris and maintain a clean environment outside of the work area. In addition to protections within the work area, provide temporary protection for all finishes from the entrance of the facility to each area of work. Patch and repairing any damage caused during construction. Coordinate the locations of barriers with the COR prior to the start of work.

1.9.2.2 PROTECTION OF FURNITURE, FIXTURES, AND EQUIPMENT

Protect all existing furniture, fixtures, and equipment that remain within the work area. Coordinate with the COR and the User for any special protection measures required for sensitive equipment. The Contractor is responsible for repairing or replacing any damage caused during construction. Either the Contractor or the COR may request to conduct a preconstruction survey of furniture, fixtures, and equipment with both the Contractor and Government representative present.

1.9.2.3 NOISE AND VIBRATION CONTROL

Employ demolition and construction methods that minimize the production of sound and vibration. Coordinate the schedule of especially loud or disruptive activities with the COR prior to the start of work.

1.9.2.4 PROTECTION OF EGRESS AND LIFE SAFETY

The Contractor must not take actions that hinder existing egress paths or disrupt operation of life safety systems without prior coordination with the COR and all applicable authorities having jurisdiction (AHJ). The Contractor is responsible for supplying signage or other protective measures as required by the COR or AHJ prior to impeding the egress path or life safety system.

1.9.3 CONSTRUCTION PHASING

The facility must remain fully operational during construction. Submit detailed Phasing Plan – including a construction schedule – to the COR for approval prior to the start of construction activities. The Contractor must inform the COR of any variances in the schedule during construction.

END OF SECTION

2.0 CIVIL AND GEOTECHNICAL

Provide and perform civil engineering design and construction services as required to provide a complete, accessible, functional and usable project. The Contractor is required to extensively coordinate civil design and construction work with the scope of the other disciplines described in this SOW.

2.1 SCOPE SUMMARY

Civil works for this project include, but are not limited to, site survey, geotechnical investigation, site layout, demolition, earthwork, storm system, pavement, fencing, and outdoor furnishings. Refer to the bid schedule for which of these are base bid or optional.

2.2 EXISTING CONDITIONS

The proposed project is located in Narva, Estonia. See Att#1-Location Map.

There is no known topographic survey for the site. The existing building has sanitary and water utility connections. There is no storm system.

There are no known environmental protection areas or archeological preservation areas on the project site.

Prior to bid, investigate the general and local conditions which can affect the work and/or its cost, including but not limited to:

a. Location, size, material, and condition of existing structures, utilities, pavement, vegetation, and any other features. Site information provided to the Contractor by the Government is not to be considered accurate Site Survey information;

b. Weather, river stages, tides, or similar physical conditions at the site;

c. Surface and subsurface materials or obstacles to be encountered insofar as this information is reasonably ascertainable from an inspection of the site and due diligence research.

d. Mobilization and staging.

2.2.1 HAZARDOUS MATERIALS AND CONTAMINATION

There is no prior knowledge of any hazardous materials in the site’s soil. However, it is possible that hazardous material may be found during excavation. If hazardous materials are discovered, secure the area per Host Nation requirements, and notify the COR for further instruction.

2.3 DESIGN SUBMITTALS

Provide civil design submittals in accordance with RFP Section 01 33 16, DESIGN AFTER AWARD and in compliance with SOW Section 1.0 – GENERAL.

95% Design Submittal:

a. Final Existing Conditions and Demolition Plan.

b. Final Grading Plan

c. Final Outdoor Furnishings Plan.

d. Final Civil Specifications.

100% Submittal:

The 100% Submittal provides a complete and final set of contract documents ready for construction. Update all Final submittals from 95% to a corrected Final submittal. Address all previous government review comments before submitting.

2.3.1 DESIGN DRAWINGS

Provide Civil design drawings of sufficient detail to address the requirements of each design submittal. Civil drawings include plans, profiles, cross sections, and details of civil features for the project. Design drawings include all necessary information (labeling, dimensioning, legend, details, notes, etc.) to allow for complete understanding and constructability of all proposed features.

2.3.2 SPECIFICATIONS

Provide Civil specifications of sufficient detail to address the requirements of each design submittal. Specifications, when combined with the design drawings, allow for complete understanding and constructability of all proposed Civil features.

2.4 DESIGN CRITERIA

Provide civil design in accordance with Host Nation codes. In the absence of Host Nation codes, use the latest release of the International Building Code (IBC).

2.5 DEMOLITION

Remove existing structures, pavement, vegetation, and any other features to construct the proposed improvements. Any contaminated soils discovered will require special testing and disposal per Host Nation requirements. Reference RFP Section 00 74 00-SPECIAL CONDITIONS, and 01 30 00-GENERAL REQUIREMENTS for additional demolition, protection, and permitting requirements.

2.5.1 CONSTRUCTION LIMITS

Do not disturb any areas past the site’s property line. Show demolition work and limits of disturbance in the drawings.

2.5.2 ITEMS TO REMAIN IN PLACE WITHIN CONSTRUCTION LIMITS

Take necessary precautions to avoid damage to existing items to remain in place, to be reused, or to remain the property of the Government. Repair or replace damaged items as approved by the COR.

2.5.3 TREE DEMOLITION

Protect trees which might be damaged during construction, with a 1.8 m high fence around the dripline of the tree(s), which is assumed to be the extent of the tree’s roots. Trees are defined as larger than 150mm diameter at 1.3 meters above existing grade. Mitigate for tree removal per Host Nation requirements.

2.5.4 UTILITY DEMOLITION

Any existing utilities encountered that are impacted by this project must be protected.

2.5.5 DUST, DEBRIS, AND EROSION CONTROL

Prevent the spread of dust, debris, and erosion from the project site. Remove snow, dust, dirt, and debris from work areas daily. Remove and transport the debris in a manner that prevents spillage on streets or adjacent areas. Apply local regulations regarding hauling and disposal.

2.6 EARTHWORK

Perform all earth work necessary for the installation of the proposed improvements.

2.6.1 PLANS AND SPECIFICATIONS

Define earthwork requirements in the plans and specifications. Include requirements for satisfactory material, borrow material, structural fill, topsoil, utility trenches, replacement and improvement of on-site soils, soil compaction (for subgrades of structures, paving, and landscaped areas), compaction for utility trenches, maximum lift depths, density testing frequency, maximum temporary and permanent slopes, and engineered support systems.

2.6.2 CONTAMINATED SOIL

Inspect and test all soil according to Host Nation requirements. If hazardous materials are discovered, cease excavation, secure the area, and notify the COR for further guidance.

2.6.3 CULTURAL RESOURCES

Cultural resources, such as archaeological remains, may be uncovered during excavation operations. If suspected cultural remains are found, cease excavation, secure the area, and notify the COR for further guidance.

2.6.4 TOPSOIL

Remove and save topsoil (approximately first 20 centimeters of excavation). Separate out subsoil, brush, litter, weeds, roots, stones larger than 25 mm in diameter, and other materials that would interfere with planting and maintenance operations. When restoring the site to finish grade, place topsoil back in excavated areas that do not include proposed paving or structures.

2.6.5 SATISFACTORY MATERIAL

Excavated material (below topsoil), if satisfactory for reuse per the Contractor’s Geotechnical Engineer, may be used on the project site where fill is required. Unsatisfactory material, and surplus excavated material not required for fill, must be disposed of offsite, and is the responsibility of the Contractor. Borrow material may be required for construction from sources off site. Borrow materials are to be free of hazardous materials and contaminants. Any soil brought in from off-site sources must be certified clean.

2.6.6 BACKFILL COMPACTION

In the absence of Host Nation requirements and geotechnical recommendations, fill and backfill must be placed in layers of 20 centimeters loose thickness and compacted to a minimum 95% of the maximum dry density as determined by Host Nation test method equivalent to ASTM D-1557 (Modified Proctor test). Provide density tests on all lifts at a frequency of 1 test per 40 square meters for foundations and parking, and 1 test per 30 meters of road and utility trench. Round up to nearest whole number (i.e. a 25 square meter foundation requires one test). The location of all tests must be selected by the Contractor’s geotechnical engineer, and copies of all test results must be furnished to the COR. All structure foundation excavations must be inspected and approved by the Contractor’s Geotechnical Engineer prior to placing concrete. Repair earthwork areas as recommended by the Contractor’s Geotechnical Engineer, and approved by the COR.

2.6.7 ENGINEERED SOIL SUPPORT SYSTEMS

Provide engineered soil support systems (i.e. shoring) as required for the construction of the proposed improvements. The Contractor is responsible for all dewatering necessary for earthwork.

2.6.8 SITE GRADING

Provide site grading that directs storm water runoff away from buildings and structures either by drainage systems or by grading as follows:

a. Finished grades of earth/grass/gravel surfaces adjacent to buildings and structures must slope away from all exterior edges with a minimum slope of 5% for the first 2 meters.

b. Finished grades of paved surfaces adjacent to buildings and structures must slope away from all exterior edges with a minimum slope of 2% for the first 2 meters.

c. Finished grades must not create stagnating water or ponding anywhere on the project site, nor create ponding on adjacent properties. Provide storm improvements if ponding is unavoidable.

Site grading around the building must meet ABA and Host Nation accessibility guidelines. The Contractor must limit proposed landscape slopes to a maximum 4H:1V for grass areas requiring mowing and 2H:1V for non-grass areas, which will a require non-erodible surface (i.e. rock, shrubs with mulch).

2.7 UTILITIES

2.7.1 STORM SYSTEM

Connect building downspouts to splash blocks that drain away from foundations a minimum of 2 meters.

2.8 OUTDOOR FURNISHINGS

2.10.1 BIKE RACKS

Provide a bike rack for 4 parking spaces and made of galvanized steel. Locate Bike Rack adjacent to the building, and within 10 meters of the main building entrance.

2.9 LANDSCAPING

Provide grass seed and 20 centimeters of topsoil on the site in areas that do not have pavement or a building within the limits of disturbance. Seeds must be locally sourced from a certified plant nursery, and native to the area. Provide seed coverage density per manufacturer/supplier’s recommendations. Provide watering, weeding, and any other necessary care to establish growth. Limit planting to times of the year per local codes and/or manufacturer/supplier’s recommendations. Replace topsoil and seeds, at Contractor’s expense, in areas which do not have new growth coverage of 75% before the warranty period ends.

3.0 ARCHITECTURAL

3.1 PROJECT DESCRIPTION

Design and renovation work of a HIV/Drug rehabilitation center in Narva, Estonia.

Design and then perform the renovation work of a single-story, solid masonry / concrete building with sloped roof and partial basement that will serve as HIV/Drug rehabilitation center in Narva, Estonia.

Extensive coordination is required between the architectural work and the civil, geotechnical, structural, fire protection, mechanical, and electrical requirements of this project.

3.1.1 DESIGN

Provide a design and construction package that uses the space allocations, functional adjacencies, design details, and features given or referenced in this RFP. The design must incorporate all referenced codes and regulations. The Contractor is responsible for creating additional details as required to complete a full design. All details must conform to the requirements of this RFP and are subject to the approval of the COR. As-built drawings with mark-ups have been attached for reference. The schematic plans are provided for diagrammatic purposes only and do not necessarily represent an approved floor plan or design. The Contractor is responsible for providing a design that meets all requirements of the User and the codes and criteria referenced in this Statement or Work.

3.1.2 DESIGN SUBMITTALS

Provide all architectural submittals after contract award in accordance with Section 01 33 16 DESIGN AFTER AWARD and Section 01 33 00 SUBMITTAL PROCEDURES. Prepare and submit the documents listed below at the submittals indicated.

3.1.2.1 95% DESIGN SUBMISSION

The 95% Submittal provides a complete and final set of contract documents essentially ready for construction by the D/B Contractor. All previous government review comments must have been addressed. Include the following drawings and reports as applicable to the project:

a. Code Summary – Provide a tabular code compliance summary.

b. Life Safety Plans – Provide plans depicting smoke/fire resistance ratings, egress routes, dead-end corridors, exits, and other aspects of life safety pertaining to the design.

c. Demolition Plans – Provide existing floor plans, indicating all demolition required.

d. Floor Plans – Provide all floor plans, indicating room names, areas, and dimensions, scale 1:50.

e. Building Elevations – Provide all building elevations indicating all exterior materials.

f. Roof Plan – Provide a plan of all roof areas, indicating direction of slope and method of drainage.

g. Building Section – Indicate heights.

h. Wall Sections – Provide sufficient wall section(s) to indicate all materials and different conditions.

i. Section and Plan Details – Provide details of critical building intersections.

j. Window and Door Schedule – Provide a schedule of all windows and doors, indicating sizes, hardware, and operation.

k. Stair Section and Details.

l. Finish Schedule – Indicate all proposed finishes.

m. Final Design Analysis – Provide a finalized narrative describing all work to be performed on the project and how it meets the functional and code requirements of the project. Provide product specific manufacturer information (brochures, technical information, cut sheets) for all materials and products to be provided/installed.

n. Final Specifications – Provide line items and detailed descriptions of all work to be performed.

3.1.2.2 100% DESIGN SUBMISSION

The 100% Submittal provides a complete and final set of contract documents ready for construction by the D/B Contractor. All previous government review comments must have been addressed. Include all drawings, specifications and calculations from the 95% Submittal updated to incorporate all previous review comments.

3.2 TECHNICAL CRITERIA AND STANDARDS

Design and construct the project in accordance with the requirements outlined in Section 1.7 DESIGN CRITERIA.

3.2.1 LIFE SAFETY REQUIREMENTS

The Design must meet all Host Nation and local Fire Suppression System codes and requirements.

All structures to be provided must have exits and means of egress that comply with current Host Nation codes and standards, or in accordance with US codes and standards.

In the absence of Host Nation codes and standards, for individual concerns of Life Safety the Contractor must follow appropriate US codes and standards:

NFPA 101 - Life Safety Code

3.2.2 HANDICAPPED ACCESSIBILITY REQUIREMENTS

All facilities must meet applicable Host Nation handicapped accessibility requirements.

3.3 GENERAL SCOPE OF WORK

Design the architectural elements of this facility to withstand all site-specific environmental conditions such as wide seasonal temperature swings, local wind, rain, snow and earthquake conditions. All architectural features must be appropriately braced for anticipated seismic activity. The Contractor may propose alternate building materials to meet the facility’s requirements, but final selection of materials is subject to the approval of the COR. Consider economics not only in the initial acquisition, but also in the future maintenance of the materials, when selecting materials and building systems to be incorporated into the project. When requested, the Contractor must provide documentation demonstrating that a chosen alternative material is life cycle cost effective.

3.4 DETAILED SCOPE OF WORK

The Contractor is responsible for the following specific tasks required for the construction of this facility.

3.4.1 DEMOLITION

The Contractor is responsible for all required demolition as indicated in this SOW and covered under the specific sections..

Demolition work includes, but is not limited to, the following items:

a. Demolish and remove existing gutters and downspouts;

b. Demolish and remove eleven (11)existing exterior windows;

c. Demolish and remove existing flooring and doors on first floor as indicated on conceptual floor plan;

d. Demolish and remove floors, walls and ceiling finishes in basement and stairwell

e. Demolish one garage door as shown on attached drawing.

3.4.1.1 DEMOLITION AND DISPOSAL

All demolished materials must be abated and disposed of in accordance with local laws, codes and regulations. The Contractor is responsible for all required testing before, during and after demolitions as well as for all required compliance with safety standards.

Submit a Demolition Plan to be part of the QC Plan or a separate submittal to be tracked via the submittal register, indicating the demolition, abatement, and disposal methods.

3.4.1.2 DEMOLITION AND DISPOSAL OF HAZARDOUS MATERIAL

The Contractor is responsible to survey the site and determine if hazardous materials exist. If hazardous materials are found to exist, immediately notify the COR, and provide the COR with the results of the relevant sampling and testing. Provide the hazardous material report to the COR no later than 30 days after Notice to Proceed (NTP) for information and approval.

3.4.2 BUILDING SYSTEM AND MATERIALS

The intent of this RFP is to allow the Contractor the maximum flexibility to design and construct this facility in an economical manner without sacrificing good engineering practices, quality materials and systems. The Government requires low or no maintenance finish materials to the greatest extent possible. Building materials as described herein for roofing, walls, ceilings, doors, windows and floors are minimum requirements and may require revision based on code compliance and criteria.

3.4.2.1 FIRE PROTECTION RATINGS OF INTERIOR FINISHES

All interior finishes must conform to Host Nation fire protection standards/requirements or equivalent US standards/requirements.

3.4.2.2 ACOUSTICAL DESIGN

Doors, walls, floors, and ceilings must meet the minimum sound protection per Host Nation requirements.

3.4.2.3 THERMAL INSULATION

Provide thermal insulation in accordance with Host Nation and local requirements. At a minimum, provide thermal insulation in accordance with the International Energy Conservation Code (IECC). Minimum R-values and maximum U-factors required by this SOW are minimally acceptable levels of thermal insulation.

3.4.3 EXTERIOR CONSTRUCTION WORK

Provide the following exterior architectural systems.

3.4.3.1 EXTERIOR WALLS

Design repair and construct new exterior walls in accordance with (IAW) the requirements of this SOW. Refer to Section 4.0 STRUCTURAL for new walls and repair of columns and walls. Block one garage door opening with masonry. Exterior walls must have smoke/fire resistance ratings as required by Host Nation, and local fire and life safety codes. Provide exterior wall finishes appropriate for the wall structure as required below.

3.4.3.1.1 WALLS BELOW GRADE

Excavate walls below existing grade. Excavate down to foundation top and remove loose exterior plaster, dirt and loose mortar. Thoroughly clean exterior walls below grade with pressure cleaner. Allow walls to dry in accordance with manufacturer requirements. Provide fluid-applied monolithic membrane waterproofing on all concrete and masonry walls below grade. Waterproofing must be low VOC. Apply liquid proof coating with fabric reinforcement corner strips in accordance with manufacturer guidelines. Provide continuous rigid board insulation and drainage membrane. Insulation boards must have a minim R-value of R-7.5 (RSI 1.32). All materials below grade must be appropriate for direct contact with soil.

3.4.3.1.2 EXTERIOR WALL PLASTER AND PAINT

Inspect existing plaster and paint. Remove damaged plaster and paint. Install new plaster including embedded fiberglass mesh where plaster is missing or removed, prime and paint the whole façade with two coats of colored paint. Apply plaster also for new constructed walls. Color shall be accepted by the COR.

Apply products in accordance with the manufacturer's instructions. The work shall include all necessary sealing e.g. at windowsills. Submit a sample of the plaster and paint along with the manufacturer's catalog data including installation instructions, typical details and product data for COR's acceptance.

3.4.3.2 EXTERIOR DOORS

Provide one (1) new exterior entrance door in accordance with the functional requirements of this facility and as indicated on attached conceptual floor plan.

3.4.3.2.1 EXTERIOR PERSONNEL DOORS

Provide new factory finished, insulated aluminum or steel exterior doors and frames to include new exit / escape doors. Provide all necessary hardware for all doors including panic hardware locking mechanisms. Mount all door frames flush with surrounding walls and seal all seams. Exterior doors must include a commercially manufactured threshold with a vinyl or silicone rubber weather stripping insert in the face of the stop. Weather stripping must be held in an extruded non-ferrous metal housing. All doors must have heavy-duty closers. Size closers in accordance with the specific door application and size, and with manufacturer's recommendations. Coordinate key system with the COR and end user.

Each door must have the following hardware as a minimum:

a. Three hinges on each leaf;

b. One floor or wall mounted doorstopper, as appropriate;

c. Lever latch handles;

d. Fully mortised lockset compatible with existing keying system;

e. Fully adjustable hydraulic door closer;

f. Door coordinator on all door pairs;

g. Panic push bar in compliance with Host Nation criteria on each leaf, as required;

h. Weather seals and gasketing; and

i. ABA compliant door threshold and door bottom.

3.4.3.3 EXTERIOR WINDOWS

Provide exterior windows as indicated on attached drawing.

3.4.3.3.1 EXTERIOR WINDOW FRAMES AND GLAZING

Provide eleven (11) new PVC windows and frames. Window frames must be 5-chamber PVC thermally separated, factory finished commercial grade with surround frame, tilt and turn. All windows must be 100% operable and meet life safety requirements. Provide all accessories and hardware including drip sills, hinges, lever handles and latch lock. Anchor and secure window frames to structure as recommended by the manufacturer to meet the wind and seismic loads. Caulk all joints between window frames and building with sealant to provide a watertight installation and proper finish. All windows must have double pane, insulated glazing at a minimum. Windows must have a maximum assembly U-factor IAW Host Nation Energy Code Requirements. Provide obscured or matt foil for all bathroom and shower room windows.

3.4.3.3.2 EXTERIOR WINDOW SILLS

Install new exterior factory-coated galvanized steel window sills for all windows, eleven (11)ea for new windows and seventeen (17)ea for existing windows, twenty-eight (28) window sills in total. The window sills must match the color of window frames. Caulk all joints between window frames and building with sealant to provide a watertight installation and proper finish.

3.4.3.3.3 EXTERIOR WINDOW BARS

Install exterior galvanized steel or aluminum window bars for all windows matching existing window bars. Window bar fasteners must not be accessible from the exterior.

3.4.3.4 ROOFING

Roof design and materials must comply with Host Nation requirements.

3.4.3.4.1 ROOF CONSTRUCTION AND ROOF COVERING

Inspect existing metal roof and repair where previous gutters had been drilled through the roof covering. Repairs shall include but are not limited to the areas damaged by previous gutter installation.

3.4.3.4.2 ROOF GUTTERS, DOWNSPOUTS AND FLASHING

Provide new pre-finished galvanized steel roof gutters, downspouts and flashing. PVC gutters and downspouts are not acceptable. Gutters shall be half-round, installed at the eaves of the roof. Size gutters and downspouts for roof drainage area and maximum expected rainfall intensity. Submit gutter and downspout sizing calculations in the Design Analysis. Coordinate storm drainage connections with the requirements of Section 2.0 CIVIL AND GEOTECHNICAL. Submit material and color to COR for review and approval.

3.4.3.5 EXTERIOR METAL

All new exterior metal must be painted. Clean and paint all new metal elements that have not received a factory applied finish in the field. All existing metal elements showing evidence of corrosion or having failing coatings must be cleaned and painted in the field. Scrape and clean all surfaces to remove rust and dirt before painting. Paint system must be one coat of rust inhibitive primer and two coats of finish for all surfaces that are not painted. Finish coat paint must be an alkyd base paint. Submit colors for review and approval by the COR.

3.4.3.6 EXTERIOR RAMP

Remove existing exterior ramp at the main entrance, store securely during construction period and reinstall at the same location after renovation has been finished.

3.4.3.7 COVERED TERRACE SPACE

Demolish covered terrace slabs at the corner of the building including steps. Construct new concrete slabs and steps IAW Section 4.0 STRUCTURAL.

3.4.4 INTERIOR CONSTRUCTION WORK

Provide the following interior architectural systems.

3.4.4.1 HYDROPHOBIC MASONRY INJECTION

Remove all plaster from basement walls. Provide waterproofing on the basement walls with hydrophobic water injections in combination with cutting and inserting horizontal metal barrier. Apply waterproofing method IAW manufacturer’s guidelines.

Excavate walls below existing grade. Excavate down to foundation top and remove loose exterior plaster, dirt and loose mortar. Thoroughly clean exterior and interior wall below grade with pressure cleaner. Allow walls to dry in accordance with manufacturer requirements. Provide fluid-applied monolithic membrane waterproofing on all concrete and masonry walls below grade. Waterproofing must be low VOC. Apply liquid proof coating with fabric reinforcement corner strips in accordance with manufacturer guidelines. Provide continuous rigid board insulation and drainage membrane. Insulation boards must have a minim R-value of R-7.5 (RSI 1.32). All materials below grade must be appropriate for direct contact with soil.

3.4.4.12 RADIATOR NICHE CLADDING

Provide niche cladding including thermal insulation for all radiator niches in the Dining Room, six (6) niches in total. Cladding shall be constructed with metal stud gypsum board and insulation. Prepare sub construction for re-installment of radiators below window sills.

3.4.4.23 INTERIOR WALL FINISHES

Provide new interior wall finishes as described below. Submit data sheets, color, and pattern of all wall finishes to the COR for review and approval.

3.4.4.23.1 INTERIOR PLASTER AND PAINT

Unless specified otherwise, provide two-layers of interior plaster and new paint on all concrete and masonry walls in the basement and all renovated rooms and areas as shown on attached layout. Provide waterproof / locking plaster on basement walls. Install plaster IAW manufacturer's guidelines. Paint all interior walls in the basement and renovated areas on the first floor that do not receive wall tiles with a minimum of two coats of latex enamel paint over compatible primer. Paint must be lead free, water resistive and open to vapor diffusion. All paint must be low VOC and washable after drying.

3.4.4.23.2 CERAMIC WALL TILE

Provide glazed ceramic wall tiles from floor to ceiling in all toilet and bathrooms on first floor. Protect all walls in toilet and bathrooms with elastomeric waterproofing membrane half meter high above floors. Provide ceramic wall tiles on window sills in all rooms / areas to receive ceramic wall tiles. Install tiles according to manufacturer’s instructions with appropriate grout-filled joints.

3.4.4.34 CEILINGS

Remove all suspended ceiling construction in the basemen, consisting of various materials such as insulation, plaster, wood substructure, tiles or paint. Provide new ceilings as described below. Install ceilings to provide a clear room height in accordance with US, HN, and local building codes, but not less than 2.5 m above finished floor surface in any room. Do not use combustible materials for ceiling construction. Submit data sheets, color, and pattern of all ceiling finishes to the COR for review and approval.

3.4.4.34.1 EXPOSED CONCRETE CEILINGS

Paint all exposed concrete ceilings in the basement, stairwell and renovated rooms and areas on the first floor as shown on the attached conceptual floor plan. Provide a minimum of two coats of latex enamel paint over compatible primer. Refer to Section 3.4.4.2.3 INTERIOR PAINT for additional requirements.

3.4.4.45 FLOOR SLABS

Provide floor slabs in accordance with the requirements of Section 4.0 STRUCTURAL and the following.

3.4.4.45.1 HORIZONTAL WATERPROOFING AGAINST MOISTURE FROM OUTSIDE

Apply waterproofing on all mew ground floor slabs in the building. Apply liquid proof coating with fabric reinforcement corner strips in accordance with manufacturer guidelines. Apply on floors before installing new screed. Provide photographic documentation to the COR showing the application of the waterproofing material.

3.4.4.45.2 SCREED AND FLOOR SLABS

Provide thermal insulation and floating cement screed in the basement and all rooms / areas on the first floor that will be renovated.

3.4.4.56 FLOOR FINISHES

Provide new interior floor finishes as described below. Submit data sheets, color, and pattern of all floor finishes to the COR for review and approval.

3.4.4.56.1 CERAMIC TILE FLOORING

Provide new non-slip ceramic tile flooring and baseboards in the basement, corridor on first floor, stairwell, office “A” on the first floor and toilet and bathrooms at the North-West of the building as shown on the conceptual drawing. Protect ceramic tile flooring in wet rooms/areas with elastomeric waterproofing membrane on the concrete slabs and turn up half meter high above floor. Tiles must be size 30x30 cm with joints of 3mm width. Fill joints with water resistive grout. Do NOT fill joints between wall and floor with grout, but with permanent elastic silicone. Color of grout and silicone must match. Install proofing layer suited for the application. Install ceramic tile baseboards in all rooms that receive ceramic tile flooring but not ceramic wall tile.

3.4.4.67 INTERIOR DOORS

Provide two (2) new single and two (2) double wooden doors and steel frames on first floor as shown on the attached drawing. Provide five (5) new steel doors and door frames in the basement. All hardware must meet the fire rating assemblies for the doors and frames. Provide standard door 45mm thickness. Provide moisture resistant doors and door frames for all toilet and bathrooms. Paint all interior doors and frames using one coat primer and two coats of a finish paint. Submit color for review and approval by the COR.

3.4.4.67.1 DOOR HARDWARE

All hardware must be heavy-duty and have a brushed chrome finish. Install all hardware in accordance with the manufacturer’s instructions. All doors into toilet and bathrooms must have solid kick-plates on both sides.

Each door must have the following additional hardware as a minimum:

a. Three hinges on each leaf;

b. One floor or wall mounted doorstopper, as appropriate;

c. Lever latch handles;

d. Fully mortised lockset compatible with existing keying system;

e. Fully adjustable hydraulic door closer;

f. Door coordinator on all door pairs;

g. Panic push bar in compliance with Host Nation criteria on each leaf, as required;

h. Acoustic gasketing, as required; and

All doors must have a mortise lockset. All locksets must be keyed to one master key system. Provide panic hardware and smoke tight fire rated doors in egress routes as required by the Life Safety Code.

3.4.4.78 INTERIOR WINDOW ACCESSORIES

Provide the following accessories on all windows.

3.4.4.78.1 INTERIOR WINDOW SILLS

Provide laminated interior window sills at all windows except walls with ceramic tiles.

3.4.4.78.2 WINDOW COVERINGS

Provide frame mounted textile pull down shades on the interior of all new windows. Housing must be made from aluminum. New shades must be capable of fully obscuring vision into the space in which they are mounted. New shades must be manually operated. Raising and lowering must be achieved with a pull string, opening and closing slats must be achieved by rotating a rod. The vertical position of the shading must be maintained by a safety cord lock. Submit material and color samples to the COR for approval.

3.4.4.89 BATHROOM AND TOILET ACCESSORIES

Provide bathroom and toilet accessories as described below. All bathroom and toilet accessories must be made from corrosion resistant materials and have corrosion resistant, concealed fasteners. All bathroom and toilet accessories made from the same material must be finished to match. For toilet and plumbing fixtures, see Section 6.0 MECHANICAL. Submit data sheets and color/finish for all bathroom and toilet accessories to the COR for review and approval.

3.4.4.89.1 TOILET ROOM MIRRORS

Provide mirrors of 6 mm minimum thickness over each sink. Size must be approximately 450 x 800 mm (width x height). Securely fasten mirrors to the wall using mechanical fasteners through a steel frame. Do not hang or hook mirrors.

3.4.4.89.2 TOILET ROOM SHELVES

Provide one commercial grade, heavy duty stainless steel shelf below each toilet room mirror. Toilet room shelves must be wall mounted with mechanical fasteners.

3.4.4.89.3 SOAP HOLDER

Provide one metal soap holder for each sink. Soap holder must be surface mounted with mechanical fasteners.

3.4.4.89.4 TOILET TISSUE DISPENSER

Provide one, two-roll metal toilet tissue dispenser at each toilet. Toilet tissue dispenser must be surface mounted with horizontal dispensing.

3.4.4.89.5 PAPER TOWEL DISPENSER

Provide two metal paper towel dispensers with capacity of 450 C-fold paper hand towels in each toilet room. Paper towel dispensers must be surface mounted with horizontal dispensing.

3.4.4.89.6 SANITARY NAPKIN RECEPTACLE

Provide one metal sanitary napkin receptacle at each toilet in all women’s toilet rooms. Receptacles must be designed for surface mounting. Sanitary napkin receptacle must be capable of accepting reusable liners. Mount within reaching distance for a person seated on the toilet.

3.4.4.89.7 GARMENT HOOKS

Provide heavy duty, commercial grade, stainless steel double-hooks. Unless indicated otherwise, mount garment hooks on the inside of each toilet cubicle door at a minimum.

3.4.4.89.8 WASTE RECEPTACLE

Provide steel waste receptacles in each toilet and bathroom. Receptacles must be designed for surface mounting or free standing, painted, with reusable liner. Capacity must be not less than 20 Liters.

3.4.4.89.9 SHOWER CURTAIN RODS

Provide stainless steel shower curtain rods at each shower. Shower curtain rods must be wall mounted with concealed mechanical fasteners. Mount shower curtain rods 2.0 m above shower floor.

3.4.4.910 MISCELLANEOUS ACCESSORIES

Provide the following miscellaneous accessories in sizes and quantities as described below. Ensure all mounting surfaces have the appropriate structure for the weight and expected use of each accessory.

3.4.4.910.1 FIRE EXTINGUISHERS

Provide fire extinguishers as required by Host Nation code. Fire extinguishers must be of the ABC type, installed on wall-mounted brackets. Label cabinets in English and the local language.

3.4.4.101 STAIRS

Provide new steel handrails and guardrails for interior stairwell in accordance with Host Nation life safety requirements. All new handrails and guardrails must be hot-dipped galvanized, primed, and painted.

3.4.4.113 EXPOSED PIPES

Paint all exposed ferrous piping. Paint system must be one coat of rust inhibitive primer and two coats of finish for all pipes that are not painted. Pipes that are already painted must be cleaned and painted with adequate coats to provide uniformity with newly painted surfaces. Finish coat paint must be an alkyd base paint. Submit data sheets and colors for all paints to the COR for review and approval.

3.4.5 SIGNAGE

Provide all signage in accordance with Host Nation standards.

3.4.5.1 INTERIOR SIGNAGE

Provide industry standard aluminum or second-surface painted acrylic signs with applied graphics. All interior signs must be of the same material and construction type, with a coordinated text and graphical appearance.

3.4.5.1.1 INTERIOR ROOM SIGNAGE

Provide interior room identification signage for each renovated room. For room signs on offices, provide two slots for paper inserts to allow the User to readily change information such as room name and employee name. Where applicable, provide corresponding international icons/symbols on room signs (for example: toilet rooms and stairs). Surface mount signage with concealed mechanical fasteners adjacent to room entry doors.

3.4.5.1.2 REGULATORY SIGNAGE

Provide the…