STATEMENT OF WORK- EARTHQUAKE REPAIR BUILDING 11551 AND 8681.pdf

673 Civil Engineer Squadron Joint Base Elmendorf‐Richardson, AK

SECTION 1: General

STATEMENT OF WORK

EARTHQUAKE REPAIR, BUILDING 11551 AND 8681

FXSB 20-5247M

1 Sept 2020

1.1 This project is to repair damages to Building 11551 and 8681 sustained as a result of the earthquake affecting the Anchorage area on 30 November 2018.

1.2 This is an Open Market Construction Contract.

SECTION 2: PROJECT INFORMATION

2.1 PROJECT DESCRIPTION: Provide repairs for building 11551 and 8681 as indicated on the attached drawing(s). Damage shown on drawings are assigned a Repair Code. Refer to Schedule of Repairs on drawing G‐001 to define repair(s).

2.1.1 For building 11551, project consist of repair/patching, and painting to match various interior and exterior cracking, and other earthquake related damage as designated on the attached drawings. Currently, there has been no asbestos containing material (ACM) detected in areas of repair. Currently, there is lead based paint (LBP) in areas of repair as indicated on drawings.

2.1.2 For building 8681, project consist of demolishing entire length of all vertical control joints in a CMU, 2 hour fire rated, separation wall (bay side facing wall only and only above the finished floor), as designated on the attached drawing, and installing new backer rods and sealant (sealant shall be a neutral color closest in match to existing sealant) manufactured for a CMU 2 hour fire rated separation wall, following the manufacturer’s instructions; sealant shall not be painted. Control joint repair work shall not affect purpose or disrupt electrical power service or other utility services. Other damage consists of various CMU separation wall cracks to be repaired/patched and painted to match as designated on the attached drawings. Further damage to 8681 includes repairing/patching of damaged structural steel beam fireproofing (apply as required to achieve a 2 hour fire rating and painting to match) in bay area as designated on the attached drawings.

2.1.3 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.

2.2 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 locations are on the Elmendorf side of the installation.

2.3 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 located on the airfield and is a high use, high security area. For facility 11551, repair work is required in a secure area on the West wing second floor as identified on the attached drawings; workers shall be escorted in this area. For facilities 11551 and 8681, bay floor equipment to be moved by Facility Manager to facilitate repairs. Particular to facility 11551 and 8681, when aircraft are parked in bay, workers shall be escorted by facility manager at all times. Additionally and specifically for 8681, the Government will inform the Contractor of unscheduled aircraft fuel maintenance, in this case, Contractor must cease work until approval to proceed with work is given by the Contracting Officer. Devices that have photographic capability are not allowed on the flight‐line. Gate access to the flight‐line will be granted by the Airfield Manager. Strict adherence to the procedures for these access points is mandatory and the Contractor will be briefed by the Air Field Manager prior to construction. 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.

2.4 PROJECT DURATION: Contractor shall have 120 days to complete the project from the Notice to

Proceed date.

SECTION 3: GENERAL REQUIREMENTS

3.1 PROJECT WORKING HOURS: Project hours are standard work hours

3.2 QUALITY CONTROL: The Contractor is responsible for quality control and shall establish and maintain an effective quality control system in compliance with the FAR 52.246‐ 12 entitled “Inspection of Construction.” The quality control system shall consist of plans, procedures, and organization necessary to manage all purchase orders to produce end products which comply with the contract requirements. The system shall cover all construction operations, both on site and off site, and shall be keyed to the proposed construction sequence. The Government will hold the project manager responsible for the quality of work on the job. The PM is subject to removal by the Contracting Officer for non‐ compliance with quality requirements specified in the contract.

3.2.1 After the Pre‐construction Conference before start of construction on the first Purchase Order, and prior to acceptance by the Government of the Quality Control Plan, the Contractor shall meet with the Contracting Officer or his/her authorized representative to discuss the Contractor's quality control system.

During the meeting, a mutual understanding of the system details shall be developed, including the forms for recording the CQC operations, control activities, testing, administration of the system for both on‐site and off‐site work, and the interrelationship of Contractor's management and control with the Government's quality assurance. Minutes of the meeting shall be prepared by the Contractor, approved and signed by both the Contracting Officer and CES Representative. The minutes shall become a part of the contract file within 3 working days. There may be occasions when subsequent conferences will be called by either party to reconfirm mutual understandings and/or address deficiencies in the CQC system or procedures that may require corrective action by the Contractor.

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

3.2.3 FAR 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.

3.2.4 All demolished materials shall be disposed of according to State & Federal regulations.

3.3 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/capacities, warranty, etc., may be substituted with a product of equal or better quality.

3.4 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.

3.5 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.

3.6 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.

3.7 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.

3.8 HEALTH/SAFETY: The Contractor shall be responsible for compliance with OSHA and Alaska

Department of Labor (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.

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

3.10 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.).

3.11 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.

3.11.1 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.

3.12 PROJECT STATUS UPDATE / WORK SCHEDULINGMEETINGS: 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.

3.13 WASTE MANAGEMENT: Reference open market construction contract general specifications and contract provisions. 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.

3.14 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.

3.15 STAGING/MATERIAL STORAGE Reference open market construction contract general specifications and contract provisions. 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 673 CES/CENM and 673 CONS/PKA.

3.16 EXISTING CONDITIONS: Dispose of any hazardous waste & PCBs/toxic materials in accordance with

State and Federal regulations.

SECTION 3: ATTACHMENTS

3.1 DRAWINGS WITH REFERENCE PHOTOS

3.2 SPECIFICATIONS

3.3 JBER CAD GIS RECORD DRAWING DESIGN AND AS BUILT STANDARD

SECTION 4: PROJECT MANAGER/INSPECTOR

4.1 Warren Colburn, Project Manager, warren.colburn@us.af.mil Phone:

384‐2421

4.2 TSgt Jonathan Ravana, Project Inspector, johnathan.ravana.1@us.af.mil Phone: 384‐2517 mailto:warren.colburn@us.af.mil mailto:johnathan.ravana.1@us.af.mil