JA-1_FTQW_15-2015_South_Loop_Mill_and_Overlay_SOW_(Final).pdf

STATEMENT OF WORK

FOR

PROJECT FTQW 15-2015

(3 MAR 2015)

Mill and Overlay South Loop

1.0 INTRODUCTION: Eielson Air Force Base (EAFB) is located approximately 23 miles southeast of Fairbanks, AK. The airfield can be accessed from Flightline Ave. through the vehicle gates specified by the Contracting Officer.

2.0 SCOPE: Furnish all labor, supplies, parts, transportation, tools, equipment, and facilities necessary to perform work required to complete project FTQW 15-2015 in strict accordance with this Statement of Work, specifications, and the contract.

3.0 DESCRIPTION OF WORK: The work area will consist of the South Loop Taxiway from

Charlie/Delta Ramps to South Ramp as shown in the attached maps. Mill existing pavement to a

2 inch depth, apply a tack coat, overlay with 2 inches of new PG52-28 SBS modified asphalt and repaint pavement markings.

3.1 Mill the within the work limits to a 2 inch depth. The total area to be milled and overlaid is approximately 3060 ft. by 175 ft. Haul milled material to an off base location that accepts asphalt material.

3.2 Place, grade and compact new PG52-28 SBS modified asphalt to the match taxiway shoulders. Also included is the hauling of asphalt material from the asphalt mixing plant, layout, survey work, density testing and core sampling, required to meet the limits and grades as specified for quality control. Also included is distributing asphalt tack coat at the proper rate and distribution coverage, to the limits identified and preparation of the surface by removing any loose or objectionable materials. Clean-up all spills or inaccurate placements onto surfaces outside of the area identified, to eliminate any environmental concerns and correct misplacements that are unsightly or a nuisance and all calibration and test patterns within or outside of the work area required to obtain the specified distribution.

3.3 Prepare full depth patches on areas exhibiting structural failure. Limited to the worst

5000 SF. Place PG 52-28 SBS modified asphalt in these patches in 2 inch lifts. Existing depth of asphalt is estimated at 5.5 inches. Scarify, grade and compact the existing base course material to 100% density.

3.4 Repaint all of the pavement markings within the limits of the project IAW ETL 04-2 and attached map. Paint single red restricted area line 6 in wide to match existing reference Tab 3 for approximate location. Layout, clean and prepare the surface before paint application.

ATTACHMENT JA-1

FA5004-15-B-C002

3.5 Place topsoil and hydro-seed to a 6 in depth 5 ft. from shoulder edge for entire length of work area.

3.6 Install 44 static ground points. Use #2/0 bare copper wire between static ground points.

Install during the paving phase. After all ground points are installed, connected and buried, test using fall of potential to verify a maximum resistance of 10,000 ohms. Grounding must be IAW UFC 3-260-01. Reference Tab 6 for approximate locations.

3.7 Reset light fixtures to grade of new asphalt.

4.0 SUBMITTALS: As indicated in the attached AF Form 66, Schedule of Material Submittals.

5.0 GOVERNMENT FURNISHED MATERIALS: None

6.0 INSTRUCTIONS TO THE CONTRACTOR:

6.1 Photography is restricted to personnel who have worked through the Contracting

Officer to obtain required permissions.

6.2 The airfield is a secure area of EAFB that also contains restricted areas with sensitive Government property and equipment. The Contractor shall follow all EAFB regulations and instructions for working in these different areas. There will be free zones established that allow the Contractor to work in specified areas at scheduled dates and time to avoid conflicting with EAFB mission operations.

6.3 The EAFB flying mission takes precedence over all airfield work. The South Loop

Taxiway is scheduled for repair to begin no earlier than 1 August 2015 and should be completed on or about 30 September 2015. This schedule was identified by the

Airfield Manager, Civil Engineering, and Contracting as the most advantageous time frame considering the heavy summer flying schedule and other ongoing construction work. The Contractor’s progress schedule shall be submitted to and approved by the

Contracting Officer prior to beginning work. The contractor may be required to schedule night and weekend work in addition to a typical Monday through Friday work schedule in order to adhere to the construction window provided for this project. Work on Federal holidays shall not be permitted. Any deviation of this schedule is possible if previously approved by the Contracting Officer least 24 hours in advance. The

Contracting Officer shall be notified of any incidents or issues that may affect the work schedule or contract. On critical issues, oral notification shall be made immediately, followed by written notification as soon as practical.

6.4 The Contractor shall keep the work area clean of all debris on a daily basis or more often as required. The Contractor shall keep storage areas clean and orderly at all times.

The Contractor shall dispose of combustible wastes at the end of each work day and under no circumstances allow them to accumulate.

Attachments:

Tab 1 – Construction Area Map

Tab 2 – Technical Specifications

Tab 3 – Airfield Painting Plan Maps

Tab 4 – AF Form 66, Schedule of Material Submittals

Tab 5 – ETL 04-2 (Change 1): Standard Airfield Pavement Marking Schemes

Tab 6 – South Loop Grounding Diagram

END OF STATEMENT