Draft SOW - FXSB 26-6770 Repair Replace Roof B10571.pdf

673D Civil Engineer Squadron

Joint Base Elmendorf-Richardson, AK

FXSB 26-6770 REPAIR REPLACE ROOF B10571 PAGE 1

CUI

01 April 2026

STATEMENT OF WORK

FXSB 26-6770 REPAIR-REPLACE ROOF B10571

PROJECT CONTRACT - OPEN MARKET CONSTRUCTION CONTRACT

1. PROJECT INFORMATION

1.1. PROJECT LOCATION: Open Market Construction Contract project FXSB 26-6770 shall be completed as a routine requirement at or near building 10571 (B10571), on

Joint Base Elmendorf-Richardson (JBER), AK. JBER is located on the northern edge of

Anchorage, Alaska. JBER is accessible from the Glenn Highway at Boniface Parkway.

The project location is on the Elmendorf side of the installation.

1.2. UNIQUE REQUIREMENTS:

1.2.1. General: Project FXSB 26-6770 to be implemented while accommodating user needs of the facility. Contractor shall request approval of any downtime/outages a minimum of 21 workdays in advance. Of particular importance is the necessity to protect users and occupants of the facility from falling debris and life safety issues. This project shall be a Design-Build (D-B) and pursue 65%, 95%, and

100% design packages to include layout drawings, specifications, and design analysis, and not be limited to current code insulation layouts.

1.2.2. Security Access: Project FXSB 26-6770 REPAIR REPLACE ROOF B10571 is located within an active airfield, which is a controlled area. Security requirements will be briefed (possibly daily) to Contractor prior to work starting to ensure that workers are accounted for regularly. Individuals entering the site must possess the required credentials. Any Contractor without a restricted area badge for the area will need an escort and need to be met at the gate to gain access.

1.2.3. Site Storage/Staging: Contractor staging areas will be identified by the Facility

Manager, Fire Department and 673 CES/CENMP. Safety areas, safety barriers, and caution notices shall be provided by the contractor.

1.2.4. Special Event: JBER is scheduled to host the Biennial Arctic Thunder Open

House (ATOH) on August 8-9th, 2026. No work shall occur or be conducted on or leading up to the week of ATOH (August 2nd -9th). The ATOH event happens every two years at JBER. Project Schedule shall be coordinated with Airfield

Management, 673 CES/CENM Project Manager and Inspector, and the B10571

Facilities Manager.

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1.3. PROJECT DESCRIPTION:

This Open Market Design-Build Project, FXSB 26-6770 REPAIR REPLACE ROOF

B10571, entails all work necessary to repair and replace the existing roof of Building

10571 (B10571).

Building 10571 is a one-story, 68,986 square feet (SF) building framed primarily out of steel and cast-in-place concrete. The building was originally constructed in the early

1940s and is a historic property eligible for listing on the National Register of Historic

Places. The main open space is 200-ft by 229-ft with a high barrel roof section that’s approximately 50,000 SF. Additionally there are three (3) low slope roof lean-to sections. The North lean-to section is approximately 36-ft by 268-ft, with the South lean-to section at approximately 36-ft by 229-ft. The West lean-to section is approximately 36-ft by 180-ft. This Design-Build project will remove the existing built-up roof (BUR) from both barrel center section and the three (3) lower roof lean-to sections down to the existing structural decking. New 3-ply SBS-Modified BUR roof assembly with granular cap sheet on the barrel roof section shall be installed and the three (3) lower roof lean-to sections shall be replaced with new 90-mil Ethylene

Propylene Diene Monomer (EPDM) roof assemblies. All roofing assemblies shall be fully adhered. Replace existing roof drains, flashings, vent pipe flashing, cover board, insulation, vapor barrier, cant strips, metal copings and trim with new.

Refer to Government’s 35% Design Drawings for roof sections identified above in which work shall take place. *Note: The North lower lean-to roof work shall be completed first. Contractor’s phasing plan shall have this portion of the roof as the starting point with all other roof work proceeding outward and over the barrel to the south lower lean-to roof.

All existing HVAC equipment shall be removed during demolition and re-installed to the same location during installation of the new roofing membrane/system. Existing equipment curbs shall be demoed and replaced with new equipment curbs. Location shall remain. Remove and demolish existing roof access hatches that shall be replaced with new. Roof access hatch curbs shall also be demoed and replaced with new curbs.

Location shall remain. Contractor shall confirm phasing plan during the design phase of the project detail with the 673rd Project Manager and Inspector as design progresses.

1.3.1. Roofing Design and Construction Requirements:

1.3.1.1. The Contractor is responsible for designing the roof system to comply with the Project Contract requirements, the concept plan, all referenced publications, and existing building structural elements, materials and systems. The Contractor may not deviate from the Government's concept plan without Government approval.

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1.3.1.2. The Contractor shall provide construction drawings for government review and approval IAW Open Market Construction Contract, General

Specifications and Contract Provisions, Section 01021 Design After Award.

1.3.1.3. New Barrel Roof Section assembly shall incorporate 3-ply SBS-Modified

BUR membrane with granular cap sheet. Replace all existing roof drains to include emergency overflow roof drains and drain piping to install new roof drains. Include details of all necessary accessories such as flashing, joints, trim, sealants, adhesives, and fasteners.

1.3.1.4. Three (3) new Lower Roof Lean-To Sections roof assembly shall incorporate underlayment, vapor barrier, minimum 3” thick rigid EPS insulation, overlayment, and 90-mil EPDM membrane. Include details of all necessary accessories such as flashing, joints, trim, sealants, adhesives, and fasteners.

1.3.1.5. The Contractor shall comply with the National Historic Preservation Act (54

USC 300101 et seq.) and the Alaska State Historic Preservation Office

(SHPO) guidance. The 673 CES/CEIEC Cultural Resources Program

Manager is responsible for completing NHPA requirements. Design phase schedule shall take into account SHPO guidance requirements.

1.3.1.6. Design of new roof shall meet all local Municipality of Anchorage (MOA) snow and wind load requirements.

1.3.1.7. Roof design shall meet requirements of UFC3-110-03, Roofing, UFC 3-101-

01, Architecture, and UFC 3-600-01, Fire Protection Engineering for

Facilities, UFC 3-130-01 Arctic and Subarctic Engineering, along with other applicable codes.

1.3.1.8. Protect the interior of the building from damage due to exposure to weather.

Any damage caused by inclement weather must be repaired at the

Contractor’s expense.

1.3.1.9. This project shall be a Design-Build (D-B) with 65%, 95%, and 100% design packages to include layout drawings, specifications, and design analysis, and not be limited to current code insulation layouts. The

Contractor shall submit a 65%, 95%, and 100% packages by dates as specified on AF66 for review and approval by 673 CES/CENM.

1.3.1.10. Contractor shall conduct a thorough field investigation of the project area to become familiar with the scope of work to be performed. Contractor shall field verify all existing conditions and measurements affecting the required work. All existing electrical, communications, fire protection, HVAC, and plumbing within the work area shall remain in place, unless identified to be re-routed.

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1.3.1.11. Contractor shall provide the following package documents for government review and approval with the following components: Design Analysis, Drawings (Demolition plan, Proposed Roofing Assembly, and Design

Details), Specifications, all applicable AF Forms filled out, and any other pertinent information upon which to provide a complete design.

1.3.1.12. The Final design drawing submittal shall be signed by, and affixed with seal of Engineer of Record, who is an Alaska registered professional Engineer.

1.3.1.13. The design shall conform to the Elmendorf Installation Facility Standard

(IFS) and Air Force Instruction (AFI) 32-1023, Design and Construction

Standards and Execution of Facility Construction Projects. Design and construction shall be in accordance with latest edition of all applicable codes, standards, and regulations as of the date of Proposal Submission. The most stringent shall govern where discrepancies occur.

1.3.2. Warranty Requirements:

1.3.2.1. The roofing system manufacturer shall warrant the roofing system against defects and to remain leak-free for a period of 25 years, no dollar limit.

1.3.2.2. The new roofing system shall meet all local Municipality of Anchorage

(MOA) snow and wind load requirements.

1.3.2.3. Warranty shall cover both labor and material cost of roofing replacement in the event of failure.

1.3.2.4. Warranty shall contain no exclusion or limitation for improper installation, damage from environmental contaminants, or damage from water that ponds or does not drain freely.

1.3.2.5. Warranty shall provide for repair or replacement of the complete roofing system including insulation and flashing, if leak is caused by defects in membrane materials or workmanship.

1.3.2.6. The Contractor shall reference the Open Market Construction Contract, General Specifications and Contract Provisions, Section 01300 Project

Execution, Subsection 3. Warranties for contract procedures and requirements.

2. DESCRIPTION OF WORK AND SPECIAL INSTRUCTIONS

All general and special requirements for this Project (FXSB 26-6770 REPAIR REPLACE

ROOF B10571) shall be in accordance with the Open Market Construction Contract, General

Specification and Contract Provisions.

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2.1. Remove and Replace Roof:

2.1.1. Demolish existing roofing assembly down to existing structural decking. The existing roofing assembly and materials shall be removed, handled, and disposed of per Occupational Safety and Hazard Administration (OSHA) and

Environmental Protection Specifications on JBER.

2.1.2. Remove and demolish existing Built-Up Roof (BUR) membrane from both barrel center section and the three (3) lower roof lean-to sections down to the existing structural decking.

2.1.3. Demolish and replace existing roof drains, drain piping, flashings, vent pipe flashing, cover board (as required), vapor barrier, cant strips, metal copings and trim with new.

2.1.4. Demolish and replace existing parapet walls with new pressure treated materials

(framing, plates, and sheathing). Dimensions shall remain the same as existing

(height and width) to maintain overall historical building appearance and requirements.

2.1.5. Provide all necessary accessories such as metal parapet cap, flashing, adhesive and fasteners. Metal parapet cap shall be stainless steel.

2.1.6. Provide data sheets and specifications for review and approval prior to procurement.

2.1.7. Provide Alaska registered Professional Engineer or Structural Engineer (as applicable) stamped calculation to ensure that existing roof framing can withstand the new roofing assembly, including all anticipated gravity and lateral loads to include but not limited to snow/ice loading condition.

2.1.8. Construction drawing of roof assembly shall be submitted and approved prior to installation.

2.1.9. Install new roof assembly according to the approved design. Install materials according to manufacturer’s recommendations and technical provisions.

2.1.10. Submit product data, certificates of compliance and warranty, and product samples for government review and approval prior to procurement. Procure materials according to approved design.

2.2. General Requirements (Division 1):

2.2.1. General: The Contractor shall furnish all management, supervision, labor, materials, equipment, and incidentals required for the repair, replacement, and minor/new construction work on B10571, including design and engineering services incidental to construction. Provide project management, quality control, and supervision IAW Open Market Construction Contract General Specifications and Contract Provisions, Section 01400 Contractor’s Quality Control and

Program Management.

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2.2.2. Project Working Hours: Project hours are Standard Work Hours in a Controlled

Area. Refer to Open Market Construction Contract, Section 01000 General

Contract Requirements, Section 3. Working Hours, 3.3 Standard and Non-

Standard Work in Controlled Areas.

2.2.3. Interruption of Work: Refer to Section 01000 General Contract Requirements, Section 5. Interruption of Work, of the Open Market Construction Contract

General Specifications and Contract Provisions.

2.2.4. Quality Control: Refer to Open Market Construction Contract General

Specifications and Contract Provisions, Section 01400 Contractor’s Quality

Control and Program Management.

2.2.4.1. The Contractor shall employ (or subcontract) a Contractor Project

Superintendent (CPS) and/or Contractor's Quality Control Manager (QCM) and/or job foreman for this project who is a certified installer of a qualified manufacturer for all roofing systems being installed. The CPS and/or QCM and/or job foreman is required on site at all times (100% of the time) when roofing work is being accomplished. The CPS and QCM shall not be the same person.

2.2.4.2. Contractor Project Superintendent (CPS): The Contractor shall provide a full-time, on-site Project Superintendent with a minimum of 5 years of documented commercial construction experience, functioning in the role of a Superintendent. They shall be knowledgeable on all disciplines of work that they are supervising. Refer to Open Market Construction Contract

General Specifications and Contract Provisions, Section 01400 Contractor’s

Quality Control and Program Management, subsection 3.1.3 for

Construction Site Superintendent requirements.

2.2.4.3. Contractor's Quality Control Manager (QCM): Provide quality control management for this Project Contract and execute the Contractor’s QC plan.

The QC manager shall be a commercial construction professional with a minimum of five (5) years in the construction industry. The QCM shall visit the active project site daily to ensure full compliance with all safety requirements and verify that the materials and workmanship are in accordance with approved construction drawings, shop drawings, material submittals and technical specifications. The QCM shall prepare and coordinate material submittal sheets and shop drawing submittals, prepare

QC reports, schedule and coordinate testing procedures and attend all weekly status meetings, site visits, and pre-final/final inspections.

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2.2.4.4. Site Safety and Health Officer (SSHO): the Contractor shall appoint a SSHO to monitor the work site and be always available to perform safety and occupational health management, surveillance, inspections, and safety enforcement for the Contractor. The SSHO shall be a commercial construction professional with a minimum of five (5) years in the construction industry. Refer to Open Market Construction Contract General

Specifications and Contract Provisions, Section 01400 Contractor’s Quality

Control and Program Management, subsection 3.1.4 for SSHO requirements.

2.2.5. Technical Requirements: Products specified are non-proprietary unless noted otherwise. Except as noted below, products specifying one manufacturer’s salient features, including performance standards, sizes/capacity, warranty, etc., may be substituted with a product of equal or better quality.

2.2.6. Building Design:

2.2.6.1. Roof repair and replacement design shall be stamped and approved by an

Alaska registered Professional Engineer and certified to meet all applicable codes, seismic requirements, and guidelines defined by the Government.

The design and analysis shall be based on rational engineering analysis and shall be executed using well-established standard of care principles of engineering mechanics and construction techniques.

2.2.6.2. Detailed Spatial Requirements: The Contractor is responsible for designing the roof system to comply with the Project Contract requirements, the concept plan, all referenced publications, and existing building structural elements, materials and systems.

2.2.6.3. Concept Design Drawings: The Contractor may not deviate from the

Government's concept plan without Government approval.

2.2.7. Project Schedule:

The Contractor shall reference General Specifications and Contract Provisions

Section 01000 General Contract Requirements, Subsection 1.3.6. Construction

Schedules. Refer to Section 01021 Design After Award for further project schedule requirements.

2.2.7.1. The Contractor shall prepare a baseline project schedule including both design and construction phases in support of completing the Project.

Consideration shall be given to the sequence of design phases (including design review periods and meetings), standard construction activities, duration of design and construction tasks, submittal and procurement of

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materials (including identification of items with long lead times), and climatic conditions (including seasonal periods for roof work, site work, etc.). The schedule shall include material submittal dates coordinated with the AF Form 66 and allow for review periods prior to material procurement.

2.2.7.2. The Project Schedule shall be in the form of an AF 3064 and reflect the total

Period of Performance (PoP) for all phases of required work.

2.2.7.3. The initial baseline schedule shall be available for review at the “kick-off” meeting with stakeholders. The schedule shall be updated when the schedule has been revised, shall reflect actual activity progress, plan for completing the remaining work, and reflect any changes to critical path or final completion date. All schedule updates shall be provided to the Government.

2.2.7.4. Construction activities shall not begin until final design is complete and approved by the Government.

2.2.8. Project Status Update/ Work Scheduling Meetings:

At the request of the Contracting Officer, project status/scheduling meetings may be held at a mutually agreed upon day, time and location on JBER.

2.2.9. Airfield Considerations:

2.2.9.1. During design, the Contractor shall place an emphasis on developing a schedule, phasing, and staging plan for construction that will ensure that there is no interruption in service to Airfield activities. This project is within an active airfield. Construction on the active airfield will require approval from 3 OSS Airfield Management (AFM). Foreign Object Debris (FOD) control and management of operational impacts is critical during construction.

2.2.9.2. B10571 is in a controlled access area, located on an active airfield.

Individuals entering this site must possess the required basic clearance and credentials as required by Airfield Operations Manager and 673rd Security

Forces Squadron and are subject to inspection upon entering and leaving the project site.

2.2.9.3. Airfield Photography Restrictions: Due to the sensitive nature of operations on an active airfield, the Contractor, its employees, and subcontractors are strictly prohibited from taking any photographs or video recordings of the flight line, aircraft, aircraft maintenance, or flight operations. All project-related photography requests must be submitted to the Contracting Officer for official approval.

2.2.9.4. Construction activity that impacts airfield operations requires a Notice to

Airmen (NOTAM) for pilot safety. NOTAMs are submitted by AFM for

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PACAF approval. Coordinate with 673rd CES/CONS at least 2 weeks prior to start of work to provide the information needed for AFM to submit the

NOTAM requests.

2.2.9.5. All personnel on the airfield must go through the 3 OSS airfield driving course prior to the start of construction. At least one person per shift must have a radio to communicate with Air Traffic Control (ATC).

2.2.9.6. All personnel are required to adhere to any ramp freeze, stop-work, and/or evacuation notice given by 3 OSS in the event of an emergency.

2.2.9.7. This project will require a Temporary Airfield Construction Waiver and an

Airfield Construction Safety & Phasing Plan (CSPP). Both items will be coordinated by the Government but will require the following information to be submitted by the Contractor.

Temporary Airfield Construction Waiver Request Form: Provide, at the

Government’s request, a list of major equipment anticipated for use during the task order and the height of the tallest piece of equipment used.

Airfield Construction Safety & Phasing Plan: At least 60 days prior to the start of construction, submit a draft project schedule and a figure containing the following information:

• Defined work areas with dates (i.e. if the project is phased, identify the phases with approximate work dates).

• Location of proposed low-profile barriers and/or tubular markers, including setback distances for wingtip clearances.

• Identified restricted areas (red lines), Entry Control Points, and FOD checkpoints.

• Labeled haul routes, including routes to disposal areas, and airfield gate access points.

• Location of on-site vehicle and/or material storage.

• Identified areas where airfield lighting will be disconnected and what lights will be impacted during construction, if applicable.

The Airfield Construction Safety & Phasing Plan along with a Staging Plan shall be coordinated with the Government. These phasing and staging plans shall serve as the required sequence of events for the construction phase to include the laydown area for the Contractor’s equipment while maintaining proximity to the work area, but IAW Airfield Management guidance and approval. Access route(s) for the Contractor and haul route(s) shall be clearly identified on all phasing and staging plans, including the Airfield Construction Safety & Phasing Plan.

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2.2.9.8. During construction, the Contractor shall be required to coordinate with

673rd CES/CENM and Airfield Management for restrictions on crane use.

This includes a minimum of 72-hour notification of any crane activities that will extend above existing and/or proposed building heights. At a minimum, the contractor will be required to drop all crane booms to the full retracted and lowered position. Any potential crane use shall be identified in the

Airfield Construction Waiver and be approved prior to the start of construction.

2.2.10. Waste Management:

The Contractor shall provide suitably sized dumpster that can be closed, locked, and sealed from unauthorized use and bear/wildlife access. The Contractor shall provide rubbish handling and removal services for refuse. All Hazardous Waste

(HW) generated by the Contractor on JBER shall be managed by the Contractor in accordance with federal regulation applicable to Large Quantity Generators

(LQGs) of HW. All Universal Waste (UW) handled by the Contractor on JBER will be managed by the Contractor in accordance with federal regulations applicable to Large Quantity Handler (LQHs) of UW. An authorized transporter of

HW and UW shall be used to transport these waste streams off base. Contractor shall meet the requirements in Section 01600 - JBER Solid and Hazardous Waste of the Open Market Construction Contract and all other applicable local, state, and federal regulations not specified in the contract.

2.2.11. Staging/Material Storage:

The Contractor shall not block roads or access lanes, utilize parking lots, building entrances, or any area needed for potential utility servicing during the execution of this project. Coordinate areas with Government.

2.2.12. Environmental Requirements:

2.2.12.1. This facility is eligible for listing on the National Register of Historic

Places. Any changes to the approved design or construction must undergo regulatory review. The Contractor shall take steps to avoid damage or alterations to the building that have not been approved and will report issues to 673 CES/CEIEC Cultural Resources Manager.

2.2.12.2. Environmental issues must be considered in both the design and construction of this project. In general, the Contractor is responsible for preparing the necessary documentation, including work plans, sampling and testing reports, and other documents required to accomplish the work.

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2.2.12.3. Contractor shall meet the requirements stipulated in Sections 01500

Environmental Protection on JBER and 01600 - JBER Solid and

Hazardous Waste of the Open Market Construction Contract and all other applicable local, state, and federal regulations not specified in the contract.

Contractor shall be responsible for obtaining all applicable regulatory permits and paying fees assessed by the regulator.

2.2.12.4. The Contractor shall stop work and notify the Contracting Officer if hazardous materials or substances not previously identified are discovered.

Contractor shall not re-initiate work until authorized by contracting officer.

2.2.12.5. For any spill events and reporting, reference the Environmental Protection

Specification Section 01500 and Section 01600.

2.2.13. Submittals:

Furnish submittals in accordance with the Open Market Construction Contract

General Specifications and Contract Provisions Section 01000 General Contract

Requirements, and Environmental Protection Section 01500 and 01600. The minimum submittals required for this Project Contract shall be per attached AF 66

Schedule of Project Submittals.

2.3. Existing Conditions (Division 2):

2.3.1. The Contractor shall field verify all existing conditions and measurements.

2.3.2. All existing electrical, mechanical, communications, fire protection, and plumbing within the work area shall be preserved and protected and remain in its existing location.

2.4. Metals (Division 5):

2.4.1. Provide new photoengraved 0.032-inch-thick aluminum card for exterior display.

Card must be 8-1/2” x 11” minimum, installed at roof top or access location, and include the following information:

• Identify facility name and number

• Location

• Contract Number

• Approximate roof area

• Detailed roof system description, including deck type, membrane type, method of application, manufacturer, insulation and cover board system and thickness; presence of tapered insulation for primary drainage, presence of vapor retarder

• Date of completion

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• Installing contractor identification and contact information

• Membrane manufacturer warranty expiration, warranty reference number, and contact information.

***Provide same information on a type-written card of same size for facility records***

2.5. Wood, Plastics, and Composites (Division 6):

2.5.1. Demolish existing 1/2” plywood sheathing from parapet walls.

2.5.2. Demolish existing 2”x 6” sill plate, parapet wall framing, and top plates.

2.5.3. Demolish existing curbing under existing roof vents.

2.5.4. Demolish existing curbing for all applicable HVAC equipment and roof access hatches.

2.5.5. Provide new 2”x 6” pressure treated sill plate, reuse existing mounting bolts.

2.5.6. Provide new 2”x 6” pressure treated parapet wall stud framing and double top plates.

2.5.7. Provide new 1/2” pressure treated exterior grade CDX plywood sheathing on both sides of the new parapet framing.

2.5.8. Provide new pressure treated curbing under existing roof vents.

2.5.9. Provide new pressure treated curbing for all applicable HVAC equipment and roof access hatches. Location shall remain as prior existing curbing.

2.6. Thermal and Moisture Protection (Division 7):

2.6.1. Demolish existing sheet metal parapet coping.

2.6.2. Demolish existing sheet metal parapet fascia.

2.6.3. Demolish existing sheet metal flashings associated with fascia on parapet.

2.6.4. Demolish existing plumbing vent flashing.

2.6.5. Demolish existing pipe vent flashing.

2.6.6. Demolish existing sheet metal coping.

2.6.7. Demolish existing Built-Up Roof (BUR) membrane/system to include cap sheet on barrel roof and low roof sections.

2.6.8. Demolish existing cant strips.

2.6.9. Demolish existing rigid insulation down to structural deck.

2.6.10. Demolish existing vapor barrier.

2.6.11. Demolish existing expansion joints on low roof sections.

2.6.12. Demolish existing roof access hatches on low roof sections.

2.6.13. Provide and install new 3-ply SBS-Modified BUR system with granular cap sheet on barrel roof section.

2.6.14. Provide and install new 24-gauge steel coping for barrel roof section.

2.6.15. Provide and install new cant strips as required for barrel roof section.

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2.6.16. Provide and install new 5/8” gypsum board underlayment cover board for low roof sections.

2.6.17. Provide and install new self-adhered vapor barrier for low roof sections.

2.6.18. Provide and install new minimum 3” thick EPS rigid insulation for low roof sections. Provide slopes of 1/4”: 12” for main areas and 1/2”:12” for roof drain sumps.

2.6.19. Provide and install new 1/2” gypsum board overlayment cover board for low roof sections.

2.6.20. Provide and install new 90-mil fully adhered Ethylene Propylene Diene Monomer

(EPDM) black membrane to include all accessories such as, but limited to, flashings, termination bars, reglets, and vent pipe flashing boots for low roof sections. All roofing assemblies shall be fully adhered.

2.6.21. Provide new batt insulation within the parapet framing of low roof sections.

2.6.22. Provide new steel ribbed siding for exterior face of parapets of low roof sections.

Design and install panel system to resist applicable wind loads in accordance with

ASCE 7, as adopted by UFC criteria. Panels shall be manufacturer’s standard and gauge required to meet design wind pressures. Color TBD by Government, physical samples shall be submitted for Government approval.

2.6.23. Provide new drip edge for exterior lower face of parapets of low roof sections.

Color TBD by Government, physical samples shall be submitted for Government approval.

2.6.24. Provide new stainless steel parapet coping cap for low roof sections. Design, fabricate, and install coping system IAW UFC 3-110-03 Roofing. Coping system shall resist applicable wind uplift and edge metal design pressures IAW ASCE 7, as adopted by UFC criteria. Include continuous cleats, splice plates, and anchorage as required for a complete and weathertight system.

2.6.25. Provide and install new expansion joints on low roof sections.

2.6.26. Provide and install new roof access hatches on low roof sections.

2.7. Plumbing (Division 22):

2.7.1. Demolish existing roof drains, overflow drains, and associated fittings back to existing lateral connection.

2.7.2. Demolish existing roof drain pans.

2.7.3. Demolish existing barrel roof trough gutter and drains.

2.7.4. Demolish existing vent pipes and caps.

2.7.5. Provide and install new roof drains, overflow drains, and roof drain pans. *Note:

Location shall remain the same as all existing roof drains, overflow drains, and pans that were removed and demolished.

2.7.6. Provide and install new barrel roof trough gutter and drains.

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2.7.7. Provide and install new 12” cast iron (CI) dome roof drains with galvanized CI body for barrel roof section to the existing lateral connection.

2.7.8. Provide and install new 12” cast iron (CI) dome roof drains with galvanized CI body for low roof sections to the existing lateral connection.

2.7.9. Provide and install new vent pipes and caps. *Note: Location shall remain the same as all existing vent pipes and caps that were removed and demolished.

2.7.10. Ensure that all no-hub restraint connections are located per IPC (International

Plumbing Code) per manufacturer’s instructions and provide engineered detail in design.

3. GENERAL REQUIREMENTS

3.1. WORKMANSHIP: All work shall be accomplished in accordance with all applicable building and fire codes. The Contractor shall field verify all measurements, quantities, or values stated by the Government. The Contractor shall prepare a project specific quality control (QC) plan and implement documented measures as a routine requirement of this Project Contract. Liquidated damages shall be assessed for work that is not finished within the scheduled performance period.

3.2. WORKSITE: The Contractor shall limit the work to the areas indicated by the government. The Contractor shall make every effort not to disturb or obstruct portions of the facilities still occupied by the government. The Contractor shall coordinate and schedule work with the 673 CES/CENMP office prior to the start of any operation. The

Contractor shall dispose of all construction debris off base at an approved disposal facility. The main entry to the project site and facility shall be maintained at all times during the construction project. Contractor to maintain vigilance for life safety of facility users entering and leaving the project site and facility by posting signs, barriers for safety.

3.3. USE OF EXISTING UTILITIES: The Contractor shall be permitted use of the restroom facilities inside and electrical power. The Contractor shall exercise strict conservation practices in the use of existing facility utilities. Should the Contractor be found to be not using utility conservation practices, the cost of this utility use will be passed along to the Contractor for the remaining performance period of the Project

Contract.

3.4. SITE SECURITY AND PROTECTION: The Contractor shall make every effort to secure the work site, allowing only authorized personnel to enter the work site.

Depending on where airfield access to the project area is determined, the Contractor

FXSB 26-6770 REPAIR REPLACE ROOF B10571 PAGE 15

shall provide a member of their staff to monitor the access point in and out of the project work area. The contractor shall protect the site from damage from weather, vandalism, and/or theft.

3.5. DAMAGE TO EXISTING SITE CONDITIONS: The Contractor shall be responsible for repairing any and all damage incurred to existing Real

Property/Grounds due to poor workmanship at no cost to the government. The

Contractor shall not park or drive on sidewalk or grassy/snowy areas. Damage incurred shall be repaired at no cost to the government.

3.6. HEALTH/SAFETY: The Contractor shall be responsible for compliance with OSHA and Alaska Department of Labor (AKOSH) standards. The Contractor shall maintain a clean and debris free site. The Contractor shall keep driveways and entrances into and around the work site clear. The Contractor shall not use driveways or entrances as employee parking or storage of materials unless otherwise stated. The Contractor shall minimize storage of materials and equipment on site. Contractor staging areas will be identified by the Facility Manager, Fire Department, and 673 CES/CENMP.

3.7. PROJECT STATUS UPDATE/WORK SCHEDULE MEETINGS: The Contractor shall submit to the Government daily reports turned in by noon of the Monday of the following week. At the request of the contracting officer, project status/scheduling meetings may be held at a mutually agreed upon day, time, and location on JBER.

3.7.1. The contractor provided daily reports shall consist of:

• Contractors onsite

• Daily Work

• Date

• Safety topics discussed onsite

• Location

• Daily Work accomplished

• Issues encountered and solution

• Issues solved

• Signature of preparer

4. SPECIAL PROVISIONS/NOTES/SPECIFICATIONS

4.1. Existing Building Drawings

4.1.1. As-Built drawings for building 10571 (B10571) will be provided.

4.1.2. The Government does not guarantee drawings for as-built accuracy. It is the

Contractor’s responsibility to field verify all existing conditions.

FXSB 26-6770 REPAIR REPLACE ROOF B10571 PAGE 16

4.2. Codes and References

4.2.1. The Contractor shall reference General Specifications and Contract Provisions

Section 01021 Design After Award, Subsection 6 Codes & Standards. The most stringent shall govern where discrepancies occur.

4.2.2. Selected project-specific references are attached electronically to this Project

Contract for Offeror’s convenience. This attachment of references is not all-inclusive of the required standards to which proposal must conform. It is the

Contractor’s responsibility to access and comply with all referenced codes, standards and criteria in this Project Contract.

5. ATTACHMENTS

5.1. FXSB 26-6770 B10571 PROJECT DRAWINGS

6. PROJECT MANAGER – INSPECTOR

6.1. Project Manager: Ms. Michaila Furchak, 673 CES/CENM

michaila.furchak@us.af.mil

Phone: 907-384-3051

6.2. Project Inspector: Mr. Jason Thompson, Construction Management Chief, 673

CES/CENMP

jason.thompson.62@us.af.mil Phone: 907-384-3081 mailto:michaila.furchak@us.af.mil mailto:jason.thompson.62@us.af.mil