Attachment 1 SOW 14JUL20.pdf

673 Civil Engineer Squadron Joint Base Elmendorf‐Richardson, AK

14JUL2020

STATEMENT OF WORK

EARTHQUAKE REPAIR, BLDG 2 and BLDG 602

HJZH 20‐5249

SECTION 1: PROJECT INFORMATION

1.1 PROJECT LOCATION: Joint Base Elmendorf‐Richardson (JBER) is located on the northern edge of Anchorage, Alaska and is accessible from the Glenn Highway at

Boniface Parkway. The project location is on the Richardson side of the installation in Building 2 and Building 602. Refer to site plan for location.

1.2 UNIQUE REQUIREMENT: Project to be implemented to accommodate user needs of the facility. A work plan shall be presented to the various users for coordination and acceptance of user needs. Facility is a non‐secured, high use area. Of particular importance is the necessity to protect users and occupants of the facility from falling debris and life safety issues. Contractor staging areas will be identified by the

Facility Manager, Fire Department and 673 CES/CENMP. Safety areas and caution notices are to be provided by the contractor.

1.3 PROJECT DESCRIPTION: Provide repairs for the facility indicated on the attached drawing(s). Building 2 Damage shown on drawings are assigned a Repair Code. Refer to Schedule of Repairs on drawings to define repair(s). Project consist of repair/patching, and painting to match various interior finishes, as well as other earthquake related damage as designated on the attached drawings. Building 602

Damage locations shown on drawings. Building 602 side walk repair to clean and fill cracks in concrete walk way and clean and fill cracks in exterior concrete stairs.

Preparations will include knock away any cracked, crumbling, or loose concrete.

Chip to a depth of about one inch below the surface plane. Clean and rinse the area thoroughly, scrubbing with a wire brush to dislodge any loose, lingering particles.

For cracks that are less than 1/8‐inch wide use epoxy repair compound and for cracks 1/8‐inch or more use mortar mix. Building 602 repair exterior roof HVAC duct insulation. Replace cracked window pane with new pane, match existing.

There has been no asbestos containing material (ACM) or lead based paint (LBP) detected in areas of repair. If ACM or LBP is detected in areas of repair, contact 673

CONS Contracting Officer. Whenever remediation is required, it shall be limited to the minimum area necessary to satisfactorily complete the associated repair.

Dispose of all hazardous waste in accordance with Local, State and Federal regulations. (Reference Sections 1500, and Section1600 of the OPEN MARKET

CONSTRUCTION CONTRACT SPECIFICATIONS and Contract Provisions; and also

SUPPLIMENTAL HAZMAT SPECIFICATIONS: 01120 and 01121).

1.4 PROJECT DURATION: Contractor shall have 180 days to complete the project from the Notice to Proceed date.

1.5 PROJECT SCHEDULE: The Contractor shall prepare a baseline project schedule incorporating all aspects in support of completing the project. Consideration shall be given to the sequence of phases (including review periods and meetings), standard construction/repair activities, and duration of tasks, submittal and procurement of materials.

1.6 The project schedule shall be in the form of a computer-generated bar chart, using industry standard software. The schedule shall include major design and construction milestone dates, breakdown the project into distinct tasks, show which tasks will be accomplished simultaneously, and indicate the critical path.

1.7 The initial baseline schedule shall be available for review at the “kick-off” meeting with stakeholders. The schedule shall be updated at monthly intervals or when the schedule has been revised. The updated schedule shall reflect actual activity progress and 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.

1.8 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.

1.9 EXISTING CONDITIONS: Facility is currently occupied and shall remain functional during the course of this contract.

SECTION 2: ATTACHMENTS

2.1 DRAWINGS

2.2 OPEN MARKET CONSTRUCTION CONTRACT SPECIFICATIONS

2.3 SUPPLEMENTAL SPECIFICATIONS

2.4 SUPPLIMENTAL HAZMAT SPECIFICATIONS

2.5 REVISED JBER CAD GIS RECORD DRAWING DESIGN AND AS BUILT STANDARD Dec

SECTION 3: PROJECT MANAGER/INSPECTOR

3.1 David Hendler, Project Manager for BLDG 602

david.hendler@us.af.mil

Phone: 384‐3076

3.2 Gary Yustat, Project Manager for BLDG 2

gary.yustat@us.af.mil

Phone: 384‐2797

3.3 Robert McElroy, CONSTRUCTION MANAGEMENT

robert.mcelroy@us.af.mil

Phone: 384‐3081