FXSB_19-1120_SOW_Revised_9-9-19.pdf

673d Civil Engineer Squadron Joint Base Elmendorf-Richardson, AK

20 August 2019

STATEMENT OF WORK

Construct Concrete Pad, Base and Ballast Building 9443

FXSB 19-1120

SECTION 1: PROJECT INFORMATION

1.1 PROJECT LOCATION: Project FXSB 19-1120 shall be completed as a routine requirement at or near building 9443 on Joint Base Elmendorf-Richardson, AK. Project hours are standard work hours.

1.2 UNIQUE REQUIREMENT: None

1.3 PROJECT DESCRIPTION: Excavate, form and place a hexagon base and sub-surface ballast for an aircraft display model in front of building 9443. Place and mount a government provided aircraft display model on the base.

SECTION 2: GENERAL REQUIREMENTS

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

2.2 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 make efforts to minimize interference to Government operations. The contractor shall coordinate and schedule work with the 673 CES/CEPM office prior the start of any operation. The contractor shall dispose of all construction debris off base at an approved disposal facility.

2.3 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.

2.4 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.

2.5 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.

SECTION 3: DESCRIPTION OF WORK AND SPECIAL INSTRUCTIONS

3.1 General Requirements

3.1.1. Provide all necessary equipment to excavate and remove existing soil and material for the concrete placement. Care is to be taken not to damage existing trees.

3.1.2. Provide 12” of compacted suitable fill under all new concrete.

3.1.3. Construct a 48” x 48” x 48” concrete cube for a ballast per attached drawing.

The cube shall have 6 rebar 8” on center both vertically and horizontally. The vertical rebar shall extend beyond the top of the cube 16” to provide a connection for the hexagon base. The concrete cube shall have 4 each ¾” ‘J’ style concrete anchors with a 6” of thread above the finished base. The anchors shall be centered on the top of the cube 16” on center in a square. See attached drawing.

3.1.4. Provide a crane to pick the aircraft model from a truck, place and attach the model to the newly constructed base. This work is to be completed the week of 14 October 2019 and coordinated with Tom Blakeney (tom.a.blakeney@lmco.com) of Lockheed Martin which is providing the model and pipes.

3.1.5. Construct an exposed aggregate, dyed mix, concrete hexagon base 20” tall by 66” maximum width at the bottom 54” maximum width at the top. The hexagon base will be placed after the model is in place. The nearest edge of the base shall be placed no closer that 33’ from building 9443. See attached drawing for approximate location.

3.1.6. Backfill and compact all areas affected by the excavation. The top 4” of material shall be top soil capable of germinating and sustaining grass.

3.1.7. Hydro-Seed all top soil areas and maintain watering until seed is established.

SECTION 4: ATTACHMENT

Attachment 01 - Drawing Revision 01