Building_765_SOW.pdf

673 Civil Engineer Squadron Joint Base Elmendorf‐Richardson, AK

21 May 2019

STATEMENT OF WORK

EARTHQUAKE REPAIR, BLDG 765

HJZH 19-5277

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 765. 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). Damage shown on drawings are assigned a Repair Code. Refer to

Schedule of Repairs on Sheet 1 of drawings to define repair(s). Project consist of repair/patching, and painting to match various interior finishes, a broken fire sprinkle pipe, as well as other earthquake related damage as designated on the attached drawings. Upon completion of sprinkler pipe repair, notify JBER Fire

Prevention (384-5555). An acceptance test is not required but system functionality shall be validated by 773 CES. Currently, 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.

1.4 PROJECT DURATION: Contractor shall have 90 days to complete the project from the Notice to Proceed date.

SECTION 2: GENERAL REQUIREMENTS

2.1 PROJECT WORKING HOURS: Project hours are standard work hours

2.2 QUALITY CONTROL: Refer to Specification Section 1400.

2.2.1. Superintendence by the Contractor: The Contractor shall provide full‐time on site supervision in accordance with FARS clause 52.236‐6. This FARS clause shall be strictly enforced.

2.2.2. FARS 52.236‐6: At all times during performance of this contract and until the work is completed and accepted, the Contractor shall directly superintend the work or assign and have on the worksite a competent superintendent who is satisfactory to the Contracting Officer and has authority to act for the

Contractor.

2.2.3. All demolished materials shall be disposed of according to State &

Federal regulations.

2.3 TECHNICAL REQUIREMENTS: Refer to attached specifications. Products specified are non‐proprietary unless noted otherwise. Except as noted, 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.

2.4 WORKMANSHIP: All work shall be accomplished in accordance with all applicable building and fire codes. Contractor shall field verify all measurements, quantities, or values stated by the Government. Liquidated damages shall be assessed for work that is not finished within the scheduled performance period.

2.5 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 facility shall be maintained at all time during the construction project. Contractor to maintain vigilance for life safety of facility users entering and leaving the facility by posting signs, barriers for safety.

2.6 SITE SECURITY AND PROTECTION: The contractor shall make every effort to secure the work site, allowing only authorized personnel to enter the work site. The contractor shall protect the site from damage from weather, vandalism, and/or theft.

2.7 DAMAGE TO EXISTING SITE CONDITIONS: The contractor shall be responsible to repair any and all damage incurred to existing Real Property/Grounds due to poor workmanship at no cost to the government. Contractor shall not park or drive on sidewalk or grassy/snowy areas. Damage incurred shall be repaired at no cost to the government.

2.8 HEALTH/SAFETY: The contractor shall be responsible for compliance with OSHA and

AFOSH standards. The contractor shall maintain a clean and debris free site at all times.

The contractor shall keep driveways and entrances into and around the work site clear at all times. 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 to be identified by building occupants.

2.9 GREEN PROCUREMENT: Contractor must incorporate “green procurement” principles into the design of their projects. Specifically, consult the EPA’s web site at www.epa.gov/greenerproducts for a listing of the products that have been mandated as green procurement requirements for purchases.

http://www.epa.gov/greenerproducts

2.10 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. The schedule shall include material submittal dates coordinated with the AF

Form 66, and allow for review periods prior to material procurement. (Including identification of items with long lead times), and climatic conditions (including seasonal periods for roof work, site work, etc.).

2.10.1. 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.

2.10.2. 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.

2.10.3. Construction activities shall not begin until repair submittal is approved by the

Government.

2.11 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.

2.12 WASTE MANAGEMENT: Reference Specification Section 1500 Environmental Controls, Provide suitably sized dumpster, rubbish handling and removal services to ensure that all waste is contained and not subject to dispersal. Provide containers that can be closed, locked, and sealed from unauthorized use and bear/wildlife access. All hazardous waste

(HW) generated by the contractor on Joint Base Elmendorf-Richardson (JBER) will 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 regulation applicable to large quantity handlers (LQHs) of UW. All waste will be managed in accordance with 40 CFR, Section 01120 Environmental Protection/Hazardous Materials and Section 01121 Hazardous Waste Management.

2.13 TOXICS: Manage and dispose of contaminated waste: (a) PCB in accordance with 40 CFR

761, (b) asbestos in accordance with 40 CFR 61, (c) lead in accordance with 40 CFR 745.

When replacing fluorescent light ballasts, the contractor should look for “No PCB” Labels.

Un-marked ballasts shall be classified as containing PCBs. PCB ballasts shall be collected in an appropriate contractor supplied, labeled container with the following information:

Contents in container (e.g. light ballasts with PCBs); Number of ballasts; Point of Contact and Phone number; Start date (the date the first ballast was removed and placed in the drum). All costs associated with PCB disposal shall be borne by the project.

2.14 STAGING/MATERIAL STORAGE: Reference Specification Section 01100 General Site

Requirements & Section 1500 Environmental Controls, Paragraph 2 Hazardous Material

Submittal Requirements and Section 01120 Environmental Protection/Hazardous

Materials. The D‐B 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 673 CES/CENM and 673 CONS/PKA.

2.15 EXISTING CONDITIONS: Dispose of any hazardous waste & PCBs/toxic materials in accordance with State and Federal regulations.

SECTION 3: ATTACHMENTS

3.1 DRAWINGS

3.2 REFERENCE PHOTOS

3.3 SPECS

SECTION 4: PROJECT MANAGER/INSPECTOR

4.1 Dave Beaver, Project Manager

david.beaver.1@us.af.mil

Phone: 384‐1238

4.2 Robert McElroy, CONSTRUCTION MANAGEMENT

robert.mcelroy@us.af.mil

Phone: 384-3081 mailto:david.beaver.1@us.af.mil mailto:robert.mcelroy@us.af.mil