AFH CHVPH1_Pre-Bid_WIP_REV4.pdf
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- AFH Chievres Phase 1 (Industry Day Announcement)
- Solicitation number
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Department of the Army European Command
About this file
This document is a comprehensive project brief for the Army Family Housing (AFH) Phase 1 construction project at Chièvres Air Base in Belgium. The project involves constructing 84 new single-family homes for military personnel, including 52 townhouses (46 three-bedroom and 24 four-bedroom units) and 4 three-bedroom semi-detached houses. The development will include photovoltaic panels, electrical substations, neighborhood recreational amenities, civil and landscape work, and necessary infrastructure like utilities, lighting, and trash collection enclosures.
The project is being managed by the U.S. Army Corps of Engineers (USACE) and is part of a larger three-phase housing development totaling 284 homes. The Phase 1 construction will follow strict Belgian and U.S. regulations, including compliance with local building codes, energy performance standards, and environmental requirements. The homes will feature reinforced concrete construction, brick facades, pitched roofs, and will be designed with specific attention to thermal insulation, fire protection, and accessibility. The project also includes environmental considerations such as rainwater collection, stormwater management, and minimal site disruption.
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ARMY FAMILY HOUSING: PHASE 1
CHIÈVRES AIR BASE
US Government team
USACE
Matthew Willett – Project Manager
Luke Twilley – AE Design Manager Leah Caldwell – Contracting Officer Lindsay Jaime – Contract Specialist Dmitri Goubarkov – Assistant District Counsel Gabriel El-Swaify – Field Resident Engineer Anil Miglani – Field Project Engineer
Benelux Garrison Kylee Moore – Director of Public Works Saleem Mithwani – Master Planning Chief Philippe Noel – Senior Engineer
CHIÈVRES AIR BASE LOCATION
CHIÈVRES ARMY FAMILY HOUSING – PROGRAM OVERVIEW
PN 093241 - W912GB19D0006
Phase 1 – 84 Units
PN102735 – W912GB24D0026
Phase 3 – 100 Units
PHASE 1
PHASE 2 SOUTH
PHASE 3.D
PHASE 3.C
PHASE 2 NORTH
PHASE 3.A
PHASE 3.B
284 Homes in 3 Phases
PN94497 - W9123622D2007
Phase 2 – 100 Units + Community Building
CHIÈVRES ARMY FAMILY HOUSING – PROGRAM OVERVIEW
CHIÈVRES AFH PHASE 1 – SITE OVERVIEW
PN 093241 - W912GB19D0006
84 Units + PV Panels
PHASE 1
84 Homes + PV Panels
CHIÈVRES AFH PHASE 1 – KEY ELEMENTS
I
H
GK
F
J
D B
E
C
A
3BR ABA Unit Vacant areas PH3 New electrical substation Existing electrical substation
3BR JNCO Unit
4BR JNCO Unit
Site boundary
Legend
CHIÈVRES ARMY FAMILY HOUSING – PHASE 2 OVERVIEW
PHASE 2 SOUTH
PHASE 2 NORTH
100 Homes + Community Building + PV panels
PN94497 - W9123622D2007
Phase 2 – 100 Units + Community Building
CHIÈVRES AFH PHASE 2 - OVERVIEW
• New Construction of 100 Family Housing Units
• 26 Enlisted 3BR Townhouses
• 8 Junior Enlisted 5BR Townhouses
• 2 Senior Enlisted 4BR Townhouses
• 2 Senior Enlisted 3BR Townhouses
• 60 Junior Enlisted 3BR Apartments
• 5 ABA Units
• 2 Senior Enlisted 4BR Houses
• All ABA Units
CHIÈVRES AFH PHASE 2 - OVERVIEW
CHIÈVRES AFH PHASE 1 - SITE ACCESS
SITE LOCATION
CHIÈVRES
GATE 14
HAUL ROUTE
ACCESS CONTROL POINT
CHIÈVRES AFH – ONGOING PROJECTS
AFH PROJECTS
1. Utilities upgrade project
(IN CONSTRUCTION)
2. New medium voltage loop
(IN DEVELOPMENT)
3. Relocate existing fuel pipeline
(IN DEVELOPMENT)
1 & 2
CHIÈVRES AFH PHASE 1 - BID ITEMS
• NEW CONSTRUCTION OF 52 TOWNHOUSES AND SEMIDETACHED
HOUSES
• 3BR JNCO TOWNHOUSES : 46 Units - Blocks A, B, C, E, F
• 4BR JNCO TOWNHOUSES: 24 Units - Blocks G, H, I
• 3BR JNCO ABA SEMIDETACHED HOUSES: 4 Units - Blocks J, K o Neighborhood recreational amenities o Civil and Landscape work o Trash collection enclosures o Utilities o Lighting
• NEW CONSTRUCTION OF ELECTRICAL SUBSTATION & PV PANELS
SUBSTATION
• UXO SURVEY
CHIÈVRES AFH PHASE 1 – BID ITEMS
• NEW CONSTRUCTION OF 10 UNITS OF 3BR JNCO TOWNHOUSES – BLOCK D
• Balcony and Exterior Stairs for Townhouses
• Venetian Blinds for Townhouses
PHASE 1 - TOWNHOME RENDERINGS
CHIÈVRES AFH PHASE 1 – DEMOLITION OVERVIEW
Area to be demolished Demolitions to be carried out by a third party
1. Foundations remains in the North within site boundary.
2. Main road: road connections and roundabout.
3. Bike path.
4. Football field, track.
5. Concrete slabs.
6. Tree cutting.
7. Existing utilities on site that might be relocated. Refer to civil demolition drawings for more information.
8. Existing concrete roadways on site.
9. Foundations – previously optional during 35% Concept
Design.
10. Scat tanks and fuel infrastructure remains + remediation plan.
11. Buildings 20121, 20122 and freezer.
12. Building 20203.
13. Old BVBS remedial system
14. Oil Water Separator
15. Bleacher’s demolition + retention wall construction.
16. Demolition of Pipeline under high pressure
17. Containing wall with mounted fence
CHIÈVRES AFH PHASE 1 – TECHNICAL
Architectural:
• 56x 3 BR units + 24x 4 BR units Townhouses, 4x 3BR ABA Semidetached (Duplex) Houses
• Pitched roofs
• The facades will be made of 200mm reinforced concrete walls and external and brick slips finish in accordance with regional character
• Garages within the unit footprint, living areas on levels above in the Townhouses
• Internal partitions are drywalls.
• Ventilated radon system beneath foundation slab.
• Townhouses
• Units arranged as blocks, with reinforced concrete separation walls between them.
• Two-tone brick design to visually subdivide long blocks
• Balconies built with a steel structure and steel composite deck.
• Semi-detached Houses
• Reinforced concrete walls for the exterior wrapping the whole building.
Structural
• Load-bearing system using reinforced concrete shear walls and precast filigree slabs with 18 cm in-situ concrete topping
• Timber-framed pitched roof supported by reinforced concrete or steel perimeter beams
• Reinforced concrete beams and frames enhance transversal stability and support stair openings.
• Stairs designed as semi-prefabricated three-part elements
K e y F e a tu r e s
Structural roof system for semi-detached houses
Structural roof system for townhouses
Fire Protection/Life Safety
• Load-bearing structure 60 min FR
• TH3BR ceiling slabs 30 min FR and TH4BR ceiling slabs 60 min FR
• Every 2 units separated by 90 min FR wall even under mechanical stress
Fire Suppression and Fire Alarm
• Fully sprinkler protected (except bathrooms < 5,1 m²/ linen closets) .
• Fire water supplied by a new dedicated Fire Loop, under construction by others.
• Smoke- and CO-Detection at all floors / Separate Smoke Alarms Connected to the FACP for
4 BR Units
Mechanical – Heating & Ventilation
• Heating is provided by high-efficiency individual air-source heat pumps, supplying hot water to low-temperature radiators throughout each dwelling.
• Hot water towel radiators are installed in bathrooms, and electric radiators maintain frost-free conditions in garages (> 6ºC) and mechanical rooms (> 10ºC).
• The heat pump outdoor units are located in the backyards. Mechanical ventilation includes air renewal via air handling units, ensuring temperature, humidity, and air quality control.
• The ABA units share a mechanical room serving two dwellings, while equipment remains individual.
Plumbing
• Potable water supplied by a new dedicated Potable Water Loop, under construction by others.
• Dark and grey drainage systems are separated inside the dwellings up to the outdoor sewage connection.
Roof Drainage
• Pitched roof system with gutters and downpipes connected to centralized rainwater tanks.
Collected rainwater will be reused for non-potable purposes such as toilet flushing.
K e y F e a tu r e s
Roof drainage
Firewalls disposition- one every two units
Electrical
• New electrical loop dedicated to the AFH projects is being developed by DPW. Phase
1 network to be connected to that new loop
• 2 new substations to be developed as part of the project
• Exterior lighting to match existing system
• New LED Lighting throughout
• New PV panels field, to match the existing one
• Lightning Protection System
• EV chargers pre-installation (load availability and conduits)
Telecom
• Building Automation System (BAS) with smart meters to control and monitor equipment & utilities to be interfaced with base-wide Utility Monitoring and Control System (UMCS)
• PROXIMUS provides telephone, internet and CATV services.
• No NIPR or SIPR connections
Environmental / Geotechnical
• Non-homogeneous and bad quality soil present on-site -> cavities may be encountered during excavation
• PFAS impacts observed in topsoil. No groundwater investigations conducted
• TPH (total Petroleum Hydrocarbons) present on the northern side of the project:
remediation plan already developed. However, potential risk remediation and / or removal to be consideredK e y
F e a tu r e s
Exhaust system for radon gas
Typical installation of radon gas collection pipe
FLOOR PLANS - TOWNHOUSES 3BR – BLOCKS A, B, C, D, E, F
FIRST FLOOR:
Entrance, Garage, Technical room, Backyard
SECOND FLOOR:
Living areas: Living Room, Dining Room, Kitchen, Toilet, Laundry
THIRD FLOOR
Night Areas: Master Bedroom with ensuite bathroom & closet, Bedrooms 1& 2 , Bathroom.
First Floor Second Floor Third Floor
SECTIONS – TOWNHOUSES 3BR
3BR Section
FLOOR PLANS - TOWNHOUSES 4BR – BLOCKS G, H, I
First Floor Second Floor Third Floor Fourth Floor
FIRST FLOOR:
Entrance, Garage, Technical room, Backyard
SECOND FLOOR:
Living areas: Living Room, Dining Room, Kitchen, Toilet, Laundry
THIRD FLOOR
Night Areas: Master Bedroom with ensuite bathroom & closet, Bedrooms 1,2 & 3 , Bathroom.
FOURTH FLOOR
Bedroom 3 & Bulk Storage
SECTIONS – TOWNHOUSES 4BR
4BR Section
SEMI-DETACHED HOUSES RENDERINGS
FLOOR PLAN - SEMI-DETACHED HOUSES
FIRST FLOOR:
Entrance, Garage, Laundry, Open Living Room & Dining, Bathroom, Master Bedroom with ensuite bathroom & closet, Bedroom 1, Bedroom 2 Keyplan Shared mechanical room serves two units
SECTIONS - SEMI-DETACHED HOUSES
3BR (ABA) Sections
CONSTRUCTABILITY – TOWNHOUSES
INDOOR STAIRS
CONSTRUCTABILITY – TOWNHOUSES
OUTDOOR STAIRS
Section
Plan
CONSTRUCTABILITY
SOUND AND VIBRATION CONTROL
Sound and vibration control
• All the living areas will include impact sound insulation within the floor assembly to avoid sound transmission. It is also applicable to the garage and technical areas to minimize sound transmission between dwellings.
• In townhouses, the prefabricated concrete stairs are decoupled from the slabs at first floor (entrance) and second floor (living area) with impact insulation but they will have a rebar connection.
Impact sound insulation
Impact insulation
Typical floor assemblyBottom of stair sectionTop of interior stairs section
Unit separation wall
AVOID OPPOSITE FACING OF OUTLETS ON
WALLS BETWEEN UNITS AND ROOMS !
WALLS
OUTLETS
Unit separation wall sound proofing and fire rating
- Minimum sound attenuation required of 58dB by host nation.
- Separation walls: Combination of a 190mm reinforced concrete wall plus the lining on both sides, composed of 1x12.5m standard gypsum board + 1x12.5mm of acoustic gypsum board on an 18mm galvanized metal substructure “omega shape”.
- The Townhouses will provide separation walls following the fire requirements aligned with the International Residential Code (IRC) and the International Building Code (IBC), requiring one wall every 2 units to be a firewall with a 2-hour fire rating without penetrations to separate each building In the ABA semi-detached houses, the separation wall between dwellings must be a 1-hour fire-rated wall.
Thermal Envelope
• The facades will be made of a 190mm concrete block in townhouses, 200mm of reinforced concrete in semi-detached houses, 140mm EPS board insulation, adhesive mortar, and brick slips. Internally, there will be an insulated drywall system.
• First floor insulation: In townhouses, the first floor will be insulated under the slab. The Foyer and Storage feature 90mm of PUR insulation above the slab, and the rest of the floor requires at least 120mm of XPS insulation under the slab. In semi-detached houses, the first floor will be made of a concrete slab.
120mm thick XPS Insulation will be placed below the slab and extended till the foundations.
• The roof: Townhouses will have a traditional timber structure, with 285mm of mineral wood insulation enclosed by an upper 15mm cementitious panel and a lower 18mm OSB panel. In semi-detached houses, the roof will be made of timber structure divided into two areas:
o Above the foyer, kitchen, laundry, dining room, and living room, there will be a timber structure with mineral wool insulation encapsulated in 350 mm-thick rafters by an upper 15mm cementitious panel and a lower 18mm OSB panel.
o Above bedrooms and toilets, there will be a timber structure with mineral wool insulation encapsulated in the rafters of 285mm thickness by an upper 15mm cementitious panel and a lower 18mm OSB panel. Semi-detached Houses
Townhouses
Materials
UTILITY BUILDINGS
Main Façade
Floor Plan
Substations Plans
Lateral Façade
New electrical substation
Existing electrical substation
CIVIL WORKS AND LANDSCAPE – STREET SECTION
CIVIL WORKS AND LANDSCAPE – PEDESTRIAN AND BIKE
NETWORK
Secondary pathways
Bikepath
Sidewalks Primary pathways
Recreational areas
CIVIL WORKS AND LANDSCAPE – LANDSCAPING
Group of low-height shrub planting Mix of low-height ornamental shrub planting Hedge Amenity grass turf Groundcover Ornamental perennials and grass mix Meadow – multi-purpose species rich meadow grass Existing turf Existing turf – vacant area Phase III Turf renovation after earthworks
CIVIL WORKS AND LANDSCAPE – PARKING
Parallel on-street parking stall (33) Perpendicular on-street parking stall (5) On-street ABA parking stall (2)
Access to garages (2 parking spaces each unit)
• 40 PARKING SPACES FOR VISITORS
• 168 GARAGE PARKING SPACES
Bus Stop
CIVIL WORKS – UTILITY CONNECTIONS – STORM SEWAGE
Stormwater chambers Attenuation tanks Rainwater tanks Swales
Bioretention area
CIVIL WORKS – UTILITY CONNECTIONS – DOMESTIC WATER
Potable water line by others
Potable water line by others
Potable water connection to connect to existing network
Potable water Potable water developed by others Conection point to potable water line developed by others
CIVIL WORKS – UTILITY CONNECTIONS – SANITARY SEWAGE
Sanitary sewage line Connection developed by others
Connection points to sanitary system being developed by others
Legend
New Lift Station and Holding Tank
Holding Tank
Lift Station
Fire protection pipe Fire hydrant
CIVIL WORKS – UTILITY CONNECTIONS – FIRE PROTECTION
SYSTEM
Fire protection and potable water lines to be developed by others
CIVIL WORKS – UTILITY CONNECTIONS – POWER SUPPLY
Low voltage line New electrical substation
Existing electrical substation
Medium voltage line by others
Legend
MV line to be developed by others
MV line to be developed by others
CIVIL WORKS – UTILITY CONNECTIONS – TELECOMMUNICATIONS
MV and comms diversion
UMCS line Proximus connection to existing network
New electrical substation
Existing electrical substation
Proximus line
UMCS connection to existing network by manhole MH-209
CIVIL WORKS – UTILITY CONNECTIONS – STREET LIGHTING
Lighting line Lighting bollard Lighting pole
ARMY FAMILY HOUSING OVERVIEW
• “Permitting” or Notification Process ongoing, permit file under review by Service Public de Wallonie (SPW) and other concerned local authorities.
• Design Criteria:
In accordance with the ABG75 US, the Contractor must comply with all applicable Belgian Laws, Regulations, and Technical Standards, including Walloon housing regulations, accessibility requirements, civil code provisions, and urban planning guidelines (GRU), as well as any other Belgian or European standards representing recognized rules of good practice (“les règles de l’art généralement reconnues”).
A list of required DoD criteria is provided below. Unless noted otherwise, the latest version of each must be followed:
US REGULATIONS have been followed with Belgian codes
- UFC (Unified Facilities Criteria)
- IRC (International Residential Code)
- IBC (International Building Code)
- ABA (Architectural Barriers Act)
- NFPA (National Fire Protection Association)
- ASHRAE (American Society of Heating, Refrigerating and Air-Conditioning Engineers)
CHIÈVRES AFH PHASE 1 - PERMITTING
• New construction of a residential neighborhood comprising 84 single-family homes for military personnel, located on the U.S.-occupied Chièvres Air Base (CAB) within the municipalities of Brugelette and Chièvres. The project also includes the development of road infrastructure, utility networks, and drainage systems to support the housing.
• PEB compliant according to «Décret relatif à la performance énergétique des bâtiments, 28 novembre 2013».
• Simple Environmental Impact Notice according to «Code de l’environment»:
- Removal of 27 trees. Required protection, compensation and replacement measures according to CAB and BMoD procedures and ARHEM Walloon Region Regulation.
- The site is flat, and no significant changes to the terrain are planned, except for the creation of a natural infiltration basin/pond.
- Water Management: rainwater is collected from the roofs in underground harvesting tanks for flushing, and from the streets to the underground stormwater chambers
- Execution of demolition and clearing work outside the breeding season
- Minimization of sealing and working width
- Traffic managed within CAB.
• Combined study and Protection of soil according to «Décret Sols, 05 décembre 2018» (To be determined)
• Site is 5.31 ha, with a constructed area of 9,132.60 m², below the 2-ha threshold that would trigger the requirement for an
Environmental Impact Assessment (EIA). EIA will be developed for the entire program in later phases, as agreed with SPW.
• Project includes a solar array serving the housing units, 600m west of the project boundary, within CAB.
• The homes will match existing site/ local architecture, with brick facades (slips over insulation), dark zinc roofs, and grey doors and windows. Renderings show materials and color schemes.
• Wastewater disposal is carried out by discharging into the public wastewater system (IPALLE).
• The project meets DoD accessibility requirements and is fully compliant with ABA standards and the GRU (Guide régional d’urbanisme)
Doing Business with the U.S.
Army Corps of Engineers
Lindsay Jaime Leah Caldwell
Overview
• General Information: Registrations & ID Numbers
• Unique Entity ID
• Cage / NCAGE Code
• SAM Registration
• Procurement Integrated Enterprise Environment (PIEE)
Source Selection Process
Bidder Inquiries
Registrations & Identification numbers
System Description Website General Timeline
Unique Entity Identifier (UEI)
Unique nine-digit identification number for each physical location of your business https://www.sam.gov/ 7-10 business days
CAGE /
NCAGE
Commercial and Government Entity (CAGE) Code
NATO Commercial and Government Entity (NCAGE) Code https://cage.dla.mil/Ho me/UsageAgree https://eportal.nspa.na to.int/AC135Public/def ault.aspx
7-10 business days
SAM System for Award Management (SAM) is a registration database required for all US Federal Government Contracts and where you will find opportunities.
https://www.sam.gov/ 2 weeks to go active **Review Alerts to
See Possible Delays** https://www.sam.gov/ https://cage.dla.mil/Home/UsageAgree https://cage.dla.mil/Home/UsageAgree https://eportal.nspa.nato.int/AC135Public/default.aspx https://eportal.nspa.nato.int/AC135Public/default.aspx https://eportal.nspa.nato.int/AC135Public/default.aspx https://www.sam.gov/
Unique Entity Identifier
What is Unique Entity Identifier (UEI) (formerly DUNS)?
It’s a unique identification number that identifies your entity registration in SAM.gov and used in other federal award systems (FPDS, FSRS, eSRS, FAPIIS, CPARS).
DUNS Number to Unique Entity ID transitioned in APRIL 2022 - DUNS Number is no longer valid.
How does my firm obtain a UEI? Go to sam.gov obtain a UEI at no cost.
CAGE and NCAGE Code
The CAGE or NCAGE code is a required piece of data for registering in the System for Award Management (SAM).
• What is a CAGE Code? The Commercial and Government Entity (CAGE) Code is a unique identifier assigned to suppliers to various government or defense agencies, as well as to government agencies themselves and also various organizations.
• How does your company obtain a CAGE Code? If you are a vendor located inside the United States, one can be obtained by visiting: https://cage.dla.mil/
• What is an NCAGE Code? The NATO Codification System (NCS) was established in 1954. In order to differentiate between the U.S. and NATO systems, CAGE was referred to as NATO COMMERCIAL and GOVERNMENTAL ENTITY CODE (NCAGE) in the NCS community.
• How does your company obtain an NCAGE Code? If you are a vendor located outside the United States, one can be obtained by visiting https://eportal.nspa.nato.int/AC135Public/default.aspx https://cage.dla.mil/ https://eportal.nspa.nato.int/AC135Public/default.aspx
NCAGE PORTAL
REQUEST NCAGE:
https://eportal.nspa.nato.int/AC135Public/CageTool
NATO Support Agency (NSPA):
https://eportal.nspa.nato.int/AC135Public/scage/CageList.aspx https://eportal.nspa.nato.int/AC135Public/CageTool https://eportal.nspa.nato.int/AC135Public/scage/CageList.aspx
System for Award Management
• Provisions/clauses require all contractors to register and maintain an active SAM entity registration in order to be eligible for contract awards, as prescribed by the regulation at FAR Subpart 4.11.
Solicitations Provision: FAR 52.204-7 SAM Contract Clause: FAR 52.204-13 SAM Maintenance or
Contractors are required to update SAM registration ANNUALLY.
• In order to eligible for contract award, Offerors are advised to take immediate action to ensure your SAM entity registration is current and/or will be current at the time of proposal receipt by this contracting office. IF YOUR FIRM IS NOT ACTIVE IN
SAM.GOV AT TIME OF PROPOSAL RECEIPT, YOUR PROPOSAL WILL NOT BE
EVALUATED.
Source Selection Information
Best value Trade-Off process allows the Government to consider award to other than the lowest priced offeror or other than the highest technically rated offeror.
Evaluation will result in a trade-off analysis of technical proposals and price based on identified strengths and weaknesses. Potential non-price factors may include:
– Past Performance
– Technical Approach
– Schedule
– Management Approach
Only those firms registered and incorporated in a NATO country will be eligible for award.
Source selection process overview
Develop Requirement & Conduct Market Research Develop Acquisition Strategy/Plan Government Issues Solicitation on sam.gov
Offerors submit questions and Government may amend solicitation
Offerors Submit Proposals Government Evaluates Proposals If Necessary, Establish Competitive Range, Hold Discussions, & Request & Receive
Final Proposal Revisions Evaluate Final Proposals & Make Source Selection Decision Contract Award Debriefings, as requested
Pre-proposal inquiries via ProjNet
Offerors shall submit inquiries via “Bidder Inquiry” in ProjNet at www.projnet.org\projnet. See the solicitation for ProjNet registration instructions.
Bidder Inquiry Key:
To be provided with the solicitation http://www.projnet.org/projnet
U.S. Procurement Law & Overseas Contracting Mr. Dmitri Goubarkov Office of Counsel
Overview
• US Procurement Regulations.
• Prime Contractor Project Management.
• US Contracting Officers.
• Joint Ventures, Teaming Agreements, Key Subcontractors, and Affiliates.
• Defense Base Act Insurance.
• Bonding Requirements.
U.S. Procurement law and regulations
Contracts are awarded and executed under United States Procurement laws and regulations.
Federal Acquisition Regulation (FAR) https://www.acquisition.gov
Defense FAR Supplement (DFARS) https://www.acquisition.gov
Army FAR Supplement (AFARS) https://www.acquisition.gov https://www.acquisition.gov/ https://www.acquisition.gov/ https://www.acquisition.gov/
Choice of law (overseas)
“By the execution of this contract, the Contractor expressly agrees to waive any rights to invoke the jurisdiction of local national courts where this contract is performed and agrees to accept the exclusive jurisdiction of the United States Armed Services Board of Contract Appeals and the United States Court of Federal Claims for the hearing and determination of any and all disputes that may arise under the Disputes clause of this contract.”
DFARS 252.233-7001
DISPUTES AND CLAIMS REGULATIONS
• 41 United States Code (U.S.C.),§7101-7109 (Contract Disputes Act).
• FAR Subpart 33.2 (Disputes and Appeals).
• FAR 52.233-1 (Disputes).
U.S. Government Immunity From Legal Process
• Sovereign immunity limitations.
• Indemnification against all claims and suits arising under or incidental to the performance of this contract by any subcontractor.
• Only recourse against the United States Government is under the Contract Disputes Act and FAR provisions.
Compliance with local labor laws
• Contractors must comply with all host nation labor laws and regulations including laws and regulations relating to hours of work and compensation.
• Applies to subcontractors and the prime contractor.
• The prime contractor must ensure that all workers on the project are properly paid, regardless of whether they are employed directly by the prime contractor, principal subcontractor, or subcontractors at any tier.
• Responsibility for compliance lies with the prime contractor.
Prime Contractor Project Management
• The U.S. Government contracts are with the prime contractor.
• The prime contractor bears the responsibility to actively manage the project and ensure the work meets contract requirements.
• The U.S. Government expects the prime contractor to resolve issues with subcontractors.
• The prime contractor responsibilities and obligations.
• Adequately manning and staffing the project.
• Assuming the risk and cost of obtaining the necessary labor to execute the project.
• The U.S. Government will not compensate the prime contractor if labor turns out to be more expensive than expected, even if the reason for the added expense is a change in the host nation laws/regulations that increases labor cost.
• The U.S. Government cannot influence the HN regarding visas or work permits.
U.S. CONTRACTING OFFICERS
• The U.S. acts through warranted Contracting Officers (KOs).
• Contracting Officers are assisted by Administrative Contracting Officers (ACOs) and Contracting Officer’s Representatives (CORs) acting within the bounds of authority delegated to them by the Contracting Officer.
• Only a warranted Contracting Officer (or designated ACO) may provide direction to a contractor on a U.S. Government contract.
Changes to the Contract
• What is a change to the contract?
- A condition or requirement that is different from what you agreed to perform.
• Who can authorize?
- Only the Contracting Officer.
• What do you do if you think a contract change has occurred or has been directed?
- Inform the Contracting Officer in writing.
Joint ventures
• In a joint venture (JV), two or more companies become the Prime and the
Government deals directly with the designated point of contact for the JV.
• Each JV member must agree to be jointly and severally liable to the US Government and responsible for all work performed (liability and responsibility for work is not tied to the members’ contributions).
• Experience and past performance for each JV member will be considered for the JV entity.
• JV must submit the following:
• A legally binding JV agreement signed by an authorized officer from each of the firms comprising the JV.
• Identification of the chief executive foe each entity in the JV.
• English translation.
• A detailed statement outlining, in terms of percentages, which JV member is responsible for what aspects of the project, the relationship of the JV in terms of ownership/capital contribution, profit/loss sharing; and which party has overall control, etc.
• The JV Agreement should state that JV members are jointly and severally liable for any obligations under the contract.
Teaming Arrangements - Letters of Commitment
• If forming a JV is not an option:
• The prime contractor may receive credit for the experience, past performance and capabilities of a teaming partner (i.e., a subcontractor, formal teaming partner or an affiliate) but only if the proposal includes a Commitment Letter with the substantive terms of the Solicitation attachment. Do not add or delete any terms to that attachment.
• The U.S. Government must be able to assess the experience of the teaming partner (~ at least one of the projects you submit for past performance and experience should include a relevant and recent past project for that team member).
• The Commitment Letter or proposal must:
• Explain major or critical aspects of the work to be performed by each team member.
• Identify team members and describe their roles and responsibilities (the nature and extent of the proposed participation each teaming partner determine the “credit” given in the proposal evaluation).
Commitment Letters
LETTER OF COMMITMENT SAMPLE
If an Offeror wishes to be credited with the past performance of a subcontractor, team member, or affiliate (defined in FAR 2.101), the appropriate Letter of Commitment below must be completed with all information required, signed by authorized representatives of all parties and submitted with the proposal. Offerors should select the appropriate Commitment Letter sample from the following alternatives as applicable:
- Alternative 1 Subcontractor Commitment (Describe the work to be performed by the subcontractor, e.g., electrical, mechanical, civil, etc.)
- Alternative 2 Team Member Commitment (Describe the type[s] of contributions and services to be performed by Team Member Y, e.g., electrical, mechanical, civil, design, services; or the specific equipment or types and quantities of Team Member Y personnel who will be committed to work on this
Contract.)
- Alternative 3 Affiliate Commitment (Describe the type[s] of contributions and services to be performed by the Affiliate Y, e.g., electrical, mechanical, civil, design, services; or the specific equipment or types and quantities of affiliate personnel who will be committed to work on this Contract.
There must be sufficient detail provided here about Affiliate Y's contributions to the Contract effort to enable the Government to assess if the Affiliate Y's participation will be meaningful enough to warrant crediting Prime Contractor X with the experience, expertise and/or past performance of Affiliate Y).
teaming agreements - key subcontractors and affiliates
• Reliance on teaming arrangements for past performance and experience does not relieve the Offeror of its obligation to demonstrate its own past performance and experience on the portions of the contract it will perform or manage.
• Prior successful work of proposed teams will be considered (also true for JVs).
• If no prior experience together, address in the Management Factor why the lack of prior experience working together does not present risk to successful performance.
• Inability or failure to use the proposed JV members, teaming partners, key subcontractors, key personnel, and affiliates in the manner proposed could result in a termination of the contract after award.
• Generally, substitutions are not guaranteed. The KO must determine if the substituted entity or person is comparable to the entity or person proposed in terms of experience and capabilities. If not, the proposed substitution may be declined.
WHAT IF A SUBSTITUTION IS NEEDED?
Defense base act (DBA) insurance
• Belgium has a waiver from compliance with DBA insurance requirements for workers who are covered by Belgian “COMPULSORY
WORKERS’ COMPENSATION LAWS.”
• A copy of the terms of the waiver can be found at:
• https://www.dol.gov/sites/dolgov/files/owcp/dlhwc/dbaWaivers/DBAWai ver-Belgium.pdf
• The waiver does NOT apply to US citizens, lawful residents of the US, or employees hired in the US or to anyone not covered by Belgium’s compulsory workers’ compensation laws.
https://www.dol.gov/sites/dolgov/files/owcp/dlhwc/dbaWaivers/DBAWaiver-Belgium.pdf https://www.dol.gov/sites/dolgov/files/owcp/dlhwc/dbaWaivers/DBAWaiver-Belgium.pdf
Defense base act (DBA) insurance, cont.
• The DBA covers persons employed at US defense bases overseas. The DBA is designed to provide medical treatment and compensation to employees of defense contractors injured in the scope and course of their work for the U.S. Government.
• DBA insurance is commercially available from insurance carriers and self-insured employers authorized by the Department of Labor (DOL) (see the list of authorized carriers and employers at https://www.dol.gov/agencies/owcp/dlhwc/lscarrier).
https://www.dol.gov/agencies/owcp/dlhwc/lscarrier
Bonding requirements
• Typically, the US Government requires 100% Performance and Payment bonds issued by approved surety companies (FAR 52.228- 15).
• The RFP may allow a Bank Letter of Assurance (BLA) and after award a Bank Letter of Guarantee (BLG) to be submitted instead.
• Note: If a Joint Venture (JV), the Bank Letter of Assurance must cover the JV, not just one member of the JV.
USACE/U.S. Government Specific Requirements
1. Construction Quality Management Course
2. Safety
3. CPM Schedule & Payments
4. Resident Management System (RMS)
Course developed in partnership with Associated Builders and Contractors (ABC) and the Associated General Contractors
(AGC)
Details:
• Instructs Contractor Superintendents, Quality Control (QC) Staff, and
Foreman in construction quality control and how it relates to Owner quality assurance (QA)
• Describes the QC/QA system successfully used by USACE
• Required prior to commencement of construction. [Refer to §01 45 00]
Upcoming Courses:
Offered Every Quarter Check for dates
Registration:
https://www.nau.usace.army.mil/B usiness-With-Us/CQM/
For other questions regarding registration or course information please email CENAU-EC- CQM@usace.army.mil.
Construction quality management course (Cont.)
Registration Fee is $250.00 paid to University of North Florida during registration.
Course is taught between 0900 – 1700 Central European Time (CET) both days.
The course is taught in English and requires that proficiency.
Course registration is on a first-come, first-served basis.
Upon completion of the course, the certificate is good for 5 years.
https://www.nau.usace.army.mil/Business-With-Us/CQM/ https://www.nau.usace.army.mil/Business-With-Us/CQM/ mailto:CENAU-EC-CQM@usace.army.mil mailto:CENAU-EC-CQM@usace.army.mil
Engineer Manual (EM) 385-1-1 USACE Safety & Health Requirements Manual:
http://www.publications.usace.army.mil/USACE- Publications/Engineer-Manuals/
USACE Specifications:
• 01 35 26 Safety and Occupational Health Requirements
• 01 45 00 USACE Quality Control
• 01 45 05 Contractor Site Personnel Requirements – CQC
Personnel http://www.publications.usace.army.mil/USACE-Publications/Engineer-Manuals/ http://www.publications.usace.army.mil/USACE-Publications/Engineer-Manuals/
PROJECT SCHEDULE (SECTION 01 32 01 )
The schedule is the basis for determining contract earnings during each update period and therefore the amount of each progress payment.
Activity cost loading must be reasonable and without front-end loading. Provide additional documentation to demonstrate reasonableness if requested by the Contracting Officer.
PAYMENTS
FAR 52.232-5 Payments under Fixed-Price Construction Contracts Monthly Invoices An itemization of the amounts requested, related to the various elements of work required by the contract covered by the payment requested.
A listing of the amount included for work performed by each subcontractor under the contract.
A listing of the total amount of each subcontract under the contract.
A listing of the amounts previously paid to each such subcontractor under the contract.
Additional supporting data in a form and detail required by the Contracting Officer.
RESIDENT MANAGEMENT SYSTEM (RMS) (SECTION 01 45 01)
Comprehensive contract administration software used for ALL construction contracts.
For example; Submittals, schedules, pay estimates, contract modifications
CPM Schedule, Progress Payments and RMS
The Resident Management System (RMS) is the contract administration program designed by the Corps Engineers. The systems provide an efficient method to plan, schedule, and control all aspects of construction.
Support and tutorials:
RMS Support Center YouTube Channel:
https://www.youtube.com/channel/UC_ID-JmaZgePmlrb2zdUOqg
RMS 3 Contractor Mode User Manual:
https://rms.usace.army.mil/datafiles/rmsdocwebsite/files/RMS3CM.pdf
Download RMS 3.0 Contractor Launcher:
https://rms.usace.army.mil/datafiles/rmsdocwebsite/files/RMSLauncherSetupKtr25.exe
Installing RMS 3.0 Contractor Mode https://rms.usace.army.mil/datafiles/rmsdocwebsite/files/Installing%20RMS%203.pdf
Resident Management System (RMS) https://www.youtube.com/channel/UC_ID-JmaZgePmlrb2zdUOqg https://rms.usace.army.mil/datafiles/rmsdocwebsite/files/RMS3CM.pdf https://rms.usace.army.mil/datafiles/rmsdocwebsite/files/RMSLauncherSetupKtr25.exe https://rms.usace.army.mil/datafiles/rmsdocwebsite/files/Installing%20RMS%203.pdf
| Army Family Housing: Phase 1�ChiÈvres Air base |
| US Government team |
| CHIÈVRES AIR BASE LOCATION |
| CHIÈVRES ARMY FAMILY HOUSING – PROGRAM OVERVIEW� |
| CHIÈVRES ARMY FAMILY HOUSING – PROGRAM OVERVIEW� |
| CHIÈVRES AFH PHASE 1 – SITE OVERVIEW |
| CHIÈVRES AFH PHASE 1 – SITE OVERVIEW |
| CHIÈVRES AFH PHASE 1 – SITE OVERVIEW |
| CHIÈVRES AFH PHASE 1 – KEY ELEMENTS |
| CHIÈVRES ARMY FAMILY HOUSING – PHASE 2 OVERVIEW |
| CHIÈVRES AFH PHASE 2 - OVERVIEW |
| CHIÈVRES AFH PHASE 2 - OVERVIEW |
| CHIÈVRES AFH PHASE 1 - SITE ACCESS |
| CHIÈVRES AFH – ONGOING PROJECTS � |
| CHIÈVRES AFH PHASE 1 - BID ITEMS� |
| CHIÈVRES AFH PHASE 1 – BID ITEMS� |
| PHASE 1 - TOWNHOME RENDERINGS |
| CHIÈVRES AFH PHASE 1 – DEMOLITION OVERVIEW |
| CHIÈVRES AFH PHASE 1 – TECHNICAL |
| CHIÈVRES AFH PHASE 1 – TECHNICAL |
| CHIÈVRES AFH PHASE 1 – TECHNICAL |
| Slide Number 22 |
| Slide Number 23 |
| Slide Number 24 |
| Slide Number 25 |
| SEMI-DETACHED HOUSES RENDERINGS |
| FLOOR PLAN - SEMI-DETACHED HOUSES |
| SECTIONS - SEMI-DETACHED HOUSES |
| Slide Number 29 |
| Slide Number 30 |
| Slide Number 31 |
| CONSTRUCTABILITY�Unit separation wall |
| CONSTRUCTABILITY�Thermal Envelope |
| CONSTRUCTABILITY |
| UTILITY BUILDINGS |
| CIVIL WORKS AND LANDSCAPE – STREET SECTION |
| CIVIL WORKS AND LANDSCAPE – PEDESTRIAN AND BIKE NETWORK |
| CIVIL WORKS AND LANDSCAPE – LANDSCAPING |
| CIVIL WORKS AND LANDSCAPE – PARKING |
| CIVIL WORKS – UTILITY CONNECTIONS – STORM SEWAGE |
| CIVIL WORKS – UTILITY CONNECTIONS – DOMESTIC WATER |
| CIVIL WORKS – UTILITY CONNECTIONS – SANITARY SEWAGE |
| CIVIL WORKS – UTILITY CONNECTIONS – FIRE PROTECTION SYSTEM |
| CIVIL WORKS – UTILITY CONNECTIONS – POWER SUPPLY |
| CIVIL WORKS – UTILITY CONNECTIONS – TELECOMMUNICATIONS |
| CIVIL WORKS – UTILITY CONNECTIONS – STREET LIGHTING |
| ARMY FAMILY HOUSING OVERVIEW � |
| CHIÈVRES AFH PHASE 1 - PERMITTING |
| Doing Business with the U.S. Army Corps of Engineers��Lindsay Jaime�Leah Caldwell�� |
| Overview |
| Registrations & Identification numbers |
| Unique Entity Identifier |
| CAGE and NCAGE Code |
| NCAGE PORTAL |
| System for Award Management |
| Source Selection Information |
| Source selection process overview |
| Pre-proposal inquiries via ProjNet |
| U.S. Procurement Law & Overseas Contracting�Mr. Dmitri Goubarkov�Office of Counsel |
| Overview |
| U.S. Procurement law and regulations |
| Choice of law (overseas) |
| DISPUTES AND CLAIMS REGULATIONS |
| U.S. Government Immunity From Legal Process |
| Compliance with local labor laws |
| Prime Contractor Project Management |
| U.S. CONTRACTING OFFICERS |
| Changes to the Contract |
| Joint ventures |
| Teaming Arrangements - Letters of Commitment |
| Commitment Letters |
| teaming agreements - key subcontractors and affiliates |
| Slide Number 73 |
| Defense base act (DBA) insurance |
| Defense base act (DBA) insurance, cont. |
| Bonding requirements |
| USACE/U.S. Government �Specific Requirements |
| USACE CONSTRUCTION QUALITY MANAGEMENT (CQM) COURSE |
| Construction quality management course (Cont.) |
| Site SAFETY AND HEALTH |
| CPM Schedule, Progress Payments and RMS |
| Resident Management System (RMS) |
File details come from the government source that posted it. Updated .