BXRH092012_Repair_MSA_Road_SOW.pdf

STATEMENT OF WORK

for

PROJECT NO. BXRH092021

MAINTAIN ASPHALT PAVEMENTS

IDAHO AIR NATIONAL GUARD

06 November 2017

Prepared by:

124 CES/CEC, Idaho Air National Guard, Boise, ID 83705

Tel: DSN 422-5596 FAX: DSN 422-5977

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TABLE OF CONTENTS

SUBJECT PAGE

TAB A – PROJECT DESCRIPTION 2

1A. Project Title 4 1B. Project Number 4 1C. Objective 4

2. Scope 4

3. Specifications 9

4. General Requirements 9

5. Site Conditions 12

6. Supervision 13

7. Submittals 13

8. Site Safety 14

9. Antiterrorism Force Protection 14

10. Clean-Up 15

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STATEMENT OF WORK (SOW)

BXRH092021

MAINTAIN ASPHALT PAVEMENTS

Work to be accomplished consists of furnishing all plant, labor, equipment, appliances, materials, licenses or permits required and performing all operations in connection with maintenance and repairs to the Idaho Air National Guard, Gowen Field.

PROJECT DESCRIPTION

PROJECT TITLE: MAINTAIN ASPHALT PAVEMENTS

PROJECT NUMBER: BXRH09021

1. OBJECTIVES:

1.1. OVERVIEW: Existing Site Conditions

1.1.1. The Munitions Storage Area (MSA) road site is relatively flat, draining slightly north and west. Soils in this area are typical of the geologic area, consisting of poorly graded gravel with silt and sand fills. Underlying fill material includes clays and sandy silt soils. The existing road is a 2- lane 20’ wide asphalt surface with loose gravel/dirt shoulders. There is curb and gutter at the southwest corner near the start of the project. There is no surface water within the vicinity of the project site. Existing utilities cross under and alongside the road and will need to be preserved.

2. SCOPE:

2.1. REFER TO MSA ROAD SPECIFICATIONS AND DRAWINGS

2.2. OVERVIEW: Basis of Design

2.2.1. Demolition

2.2.1.1. The existing asphalt roadway will be removed as part of the project. The demolition will be done in two phases to accommodate the requirement to keep the MSA road navigable at all times. The south lane will be demolished first and rebuilt prior to the north lane demolition, leaving the north lane open while the south is under construction. Upon completion of the south lane, the north lane will be demolished and rebuilt. The asphalt material removed shall be recycled for future use in asphalt paving. The concrete taxiway will not be demolished or damaged. If necessary, the asphalt adjacent to the taxiway will be saw cut in order to protect the taxiway from damage during the removal of the asphalt.

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2.2.1.2. The existing pavement is underlain by poorly graded gravel with silt and sand fills. The total depth of the new pavement section is 15” (3” of Asphalt, 4” of crushed aggregate base, and 8” of structural subbase) based on the MTI Pavement Geotechnical Engineering Report. The existing asphalt will be saw cut at either end of the project, on either side of the taxiway, as well as at all approaches on either side of the MSA road. The asphalt and old fill material will be removed from Gowen Field. The asphalt will be recycled into recycled asphalt paving or into the design mix of new asphalt. Exposed subgrade soil will be prepared in accordance with the MTI report.

2.2.1.3. Shallow fine-grained subgrade soils that are high in moisture content should be expected to pump and rut under construction traffic. Throughout construction, soft areas may develop after the existing asphalt is removed and heavy rubber tired equipment drives over the site. In addition, areas where significant cracking has occurred will likely have soft subgrade soils because of moisture infiltration and will be prone to pumping and rutting. During periods of wet weather, construction may become very difficult if not impossible. The following recommendations and options have been included for dealing with soft subgrade conditions:

• Track-mounted vehicles should be used to strip the subgrade of root matter and other deleterious debris and used to remove the existing asphalt and to perform any other necessary excavations. Heavy rubber tired equipment should be prohibited from operating directly on the native subgrade and areas in which structural fill materials have been placed. Construction traffic should be restricted to designated roadways that do not cross, or cross on a limited basis, proposed roadway or parking areas.

• Soft areas can be over-excavated and replaced with granular structural fill.

• Construction roadways on soft subgrade soils should consist of a minimum 2-foot thickness of large cobbles of 4 to 6 inches in diameter with sufficient sand and fines to fill voids. Construction entrances should consist of a 6-inch thickness of clean, 2-inch minimum, angular drain-rock and must be a minimum of 10 feet wide and 30 to 50 feet long. During the construction process, top dressing of the entrance may be required for maintenance.

• Scarification and aeration of subgrade soils can be employed to reduce the moisture content of wet subgrade soils. After stripping is complete, the exposed subgrade should be ripped or disked to a depth of 1½ feet and allowed to air dry for 2 to 4 weeks. Further disking should be performed on a weekly basis to aid the aeration process.

• Alternative soil stabilization methods include use of geotextiles, lime, and cement stabilization. MTI is available to provide recommendations and guidelines during construction.

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2.2.2. Special Construction

2.2.2.1. The MSA road is used for a variety of activities and access to the MSA area must be maintained during construction. The construction will need to be phased so that a single lane remains open at all times. This will require one lane of the road to be built while traffic is maintained on the single remaining existing lane, and then traffic switched to the newly constructed portion while the other side of the road is built. Traffic control measures will be necessary due to the construction phasing that is required.

2.2.2.2. An additional special consideration is the taxiway that crosses the MSA road.

The taxiway will be protected in place while the new roadway is built to match the existing grades of the taxiway. Special care will be taken during construction to keep the taxiway clear of construction material and debris. The taxiway will remain open and in operation during construction. Traffic control measures are not anticipated at the taxiway crossing.

2.2.2.3. Access to the MSA parking lot at the east end of the project must be maintained throughout the duration of the project.

2.2.2.4. The lane of road designated for use by vehicle traffic shall remain clear of any foreign object debris (FOD) at all times. The lane designated for traffic shall be inspected and swept if needed at close of work each day.

2.2.3. Grading

2.2.3.1. Minimal grading will be required to construct the MSA road. The road has a number of existing approaches as well as a taxiway crossing that will need to be maintained after construction therefore changing the roadway grades isn’t feasible. Based on the geotechnical investigation it does not appear that the local soils are suitable for fill material under the roadway.

2.2.4. Surrounding Roadways

2.2.4.1. No other roads are proposed to be included in this project, however, access to the MSA parking lot at the east end of the project must be maintained throughout the duration of the project.

2.2.5. Parking

2.2.5.1. No additional parking is proposed for this project. Access to existing MSA parking will be maintained throughout the duration of the project.

2.2.6. Drainage

2.2.6.1. The proposed site is relatively flat and does not appear to be receiving drainage from surrounding sites. The site layout is conducive to retaining storm drainage on site in drainage structures such as roadside ditches and swales. The existing swales/ditches are not continuous along either side of the roadway within the project area. The ditches that exist will be used where capacity is sufficient to

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contain the 1% chance (100-year) flood event. Existing ditches may require re-grading. New ditches will be places where none currently exist unless site conditions are prohibitive. The following drainage calculations are the basis for the sizing of the drain ditches.

2.2.6.2. This conservative approach will ensure that most major flood events will be contained within the ditch, leaving the roadway free and clear of floodwater.

These calculations have been included on sheet C-1, General Notes. The roadway typical section on the same sheet has been updated to include the roadside drainage ditches.

2.2.6.3. A few existing culverts cross under the MSA road or parallel the road where one end of the culvert is buried. These culverts have been field investigated and appear to not be serving any drainage function and will be removed as part of the project.

2.2.7. Utilities

2.2.7.1. A number of utilities were located during the site survey including gas, water, sewer, power, and communications. Care will be taken to protect all existing utilities during construction. Any utilities damaged during construction will be repaired as part of the project. The cost of repairs will be the sole responsibility of the Contractor and such repairs will be subject to approval by the Government. Utility coordination will be critical as many of the utilities cross under the MSA roadway in a number of locations.

2.2.8. Fencing

2.2.8.1. No new chain link fence is anticipated to be part of this project.

2.2.9. Seeding

2.2.9.1. Disturbed areas will be re-seeded with a native grass seed mixture.

2.2.10. Applicable Permits

2.2.10.1. A Storm Water Pollution Prevention Plan (SWPPP) has been prepared and will be given to the contractor to file with the Environmental Protection Agency.

The SWPPP will include a written narrative of the erosion and sediment control measures to be used as well as frequency of inspections. It will also include an erosion and sediment control plan sheet showing where the various measured will be placed. The erosion and sediment control measures will be in place prior to start of construction.

2.2.11. ATFP Applicable measures

2.2.11.1. Due to the location of the project on the Gowen Field site, no ATFP measures are applicable. According to Unified Facilities Criteria (UFC) 4-010-01 dated 9 February, 2012, DoD Minimum Antiterrorism Standards for Buildings, Table

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B-1, Standoff Distances with for existing buildings to roadways within a controlled perimeter, the minimum standoff distance is 13 ft. The project boundary does not fall within 13 ft. of the MSA building.

2.2.12. Technical Specifications

2.2.12.1. Due to the nature of the project being specific to roadway construction, the most appropriate technical specifications are the current edition (2017) of the Idaho Standards for Public Works Construction. (ISPWC). The ISPWC is the standard for local roadway construction in the state of Idaho. Area civil construction contractors are familiar with these specifications. The contractor shall have a copy of the current edition of the ISPWC on site for the duration of the project.

2.2.13. Pavement Section

2.2.13.1. The pavement section has been determined by the geotechnical engineer in the soils report. The pavement section consists of:

3 inches of Asphaltic Concrete 4 inches of Crushed Aggregate Base 8 inches of Structural Subbase

2.2.13.2. The asphaltic will consist of a minimum of 20% recycled asphalt. The pavement subgrade preparation included compacting the existing roadway fills to at least 95% of maximum dry density. Native clay soils are moderately Native clay soils are moderately plastic and will be susceptible to shrink/swell movements associated with moisture changes. If exposed, the clay soils should be scarified to a depth of 6 inches and compacted between 92 to 98 percent of the maximum dry density as determined by ASTM D698. The moisture content should be within 2 percent of optimum. Structural fill should be placed as soon as possible after compaction of clay soils in order to limit moisture loss within the upper clays.

2.2.13.3. The pavement section is shown on the typical roadway section on sheet C-1.

The roadway typical section has been updated to include the roadside drainage ditches.

2.2.14. Construction Schedule

2.2.14.1. The construction schedule is based on a start date 10 days following issuance of NTP. Demolition of the first half of the road will be the first major task followed by construction of the first half and the adjacent roadside storm drain ditch. Upon completion of the first half, the second half will be demolished and rebuilt along with the adjacent storm drain ditch. Due to the presence of existing utilities that parallel and cross the road in numerous locations, the demolition and construction of the road and ditches may progress slowly. The

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final steps will be completing the roadway striping and replacing any disturbed/damaged road signs.

3. SPECIFICATIONS:

3.1. REFER TO MSA ROAD SPECIFICATIONS AND DRAWINGS

3.1.1. Project manual dated 8 December 2017; Titled “M.S.A. ROAD DESIGN FOR

IDAHO AIR NATIONAL GUARD”; MTA Job Number 1409E

4. GENERAL REQUIREMENTS:

4.1. BASE ACCESS:

4.1.1. The contractor shall comply with all applicable installation/facility access and local security policies and procedures, which may be obtained from the Contracting Officer or the Contracting Officer Representative. The Contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by the local installation’s Security Forces. The Contractor shall ensure compliance with all personal identity verification requirements as directed by DoD, HAF and/or local policy. Should the Force Protection Condition (FPCON) change, the Government may require changes in Contractor security matters or processes.

4.1.2. Contractor must have prior approval for personnel to work in any restricted areas aircraft taxiway or aircraft parking ramps. A letter to Contracting Officer with employee's name, SSN, and what dates they will be working in any restricted areas. This letter will be made available to Contracting Officer no-less-than 7 working days prior to start of work to allow for coordination with Base Security- Forces.

4.1.3. All workers will have a flight line restricted area security, noise safety, and Foreign Object Detection (FOD) briefing before being allowed to enter aircraft taxiway or parking ramp area.

4.1.4. The Contracting Officer and/or Contracting Officer Representative shall provide guidance and directions for restricted area access during Pre-Construction meeting and anytime their after.

4.2. PERFORMANCE:

4.2.1. Submission of bids by a Contractor shall be accepted as prima fascia evidence that he has examined the specifications and drawings and has satisfied himself as to the nature and location of the work and all other matters, which can in any way affect the work or cost thereof under this contract. Any failure of the Contractor to acquaint himself with all available information, including a physical survey of the

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site of the proposed work, will not relieve him from successfully performing all the work required to be done for a complete, finished job.

4.2.2. The above brief outline of principle features of the work in no way limits the responsibilities of the Contractor to perform all work and furnish all plant, labor, and material required by the specifications and plans referred herein.

4.2.3. The Contractor may use any article, etc., for which he has requested, in writing from the Contracting Officer prior to bid, and received written notification of acceptance as a product.

4.2.4. All work performed under this scope of work shall be conducted in accordance with applicable Federal, State, and Local regulations, ANG policies and regulations.

4.2.5. Work will conclude with final acceptance by the Contracting Officer, warranty delivery, and financial closeout.

4.2.6. Contractors are responsible for verifying all measurements required for bidding purpose during site walk through.

4.2.6.1. Questions asked after site visit must be submitted in writing to Contracting Officer or Contracting Officer Representative no later than 7 calendar days after the site walk through.

4.3. BARRICADING:

4.3.1. When necessary, the Contractor will provide barricades sufficient to prevent vehicles and/or pedestrian traffic from inadvertently entering the construction area.

4.4. SCHEDULING:

4.4.1. A proposed schedule on an AF Form 3064 will be presented and accomplished in accordance with a mutually agreed upon schedule between the Contractor, the Base Civil Engineer (BCE) or BCE Representative, and the Contracting Officer or the Contracting Officer Representative.

4.4.2. Construction schedules shall outline critical paths, project milestones, submittal deadlines, and all scheduled meetings.

4.4.3. Initial schedule will be submitted to the Contracting Officer 5 working days prior to the Pre-construction meeting. The Contracting Officer and/or Contracting Officer Representative and the Base Civil Engineer (BCE) and/or BCE Representative will review the schedule and Contracting Officer will approve or request changes during the Pre-construction meeting.

4.5. MEETINGS:

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4.5.1. The Contractor will record and provide meeting minutes for all construction meetings to include the Pre-Construction meeting.

4.5.2. All meeting minutes will be on letter head, memo format and will include:

attendance sheet, date of meeting, time of meeting, location of meeting, list of decisions, and comments provided.

4.5.3. All meeting minutes will be submitted to the Contracting Officer and Contracting Officer Representative no less than 5 calendar days after the date of the meeting for acceptance.

4.6. DISPOSAL/RECYCLING OF WASTE, HAZARDOUS MATERIALS, AND

ENVIRONMENTAL COMPLIANCE:

4.6.1. Any waste or excess material resulting from performance of this contract shall be tracked by weight and documentation will be provided to the Contracting Officer or the Contracting Officer Representative at the completion of the project.

Contractor will recycle all material that can be recycled, and record the weight of material recycled; this information will be provided to the Contracting Officer or the Contracting Officer Representative at the completion of the project.

4.6.2. Waste removed from the base will be disposed of in accordance with applicable Federal, State, and Local regulations.

4.6.3. The weight of any waste that is diverted away from a landfill will be recorded and will be provided to the Contracting Officer or the Contracting Officer Representative at the completion of the project.

4.6.4. The Contractor shall comply with all Federal, State, and Local regulations pertaining to the protection of the environment and the emission of hazardous pollutants in the performance of this contract. The Contractor shall provide a copy of all correspondence with Federal, State, and Local regulations pollution control authorities to the Contracting Officer or the Contracting Officer Representative and the ANG Civil Engineering Environmental Protection Monitor. Contractor is required to provide Safety Data Sheets (SDSs), via the submittal process in section 7, for all materials being used in the performance of this contract; SDSs must be provided no later than 5 working days prior to commencing work.

Contractor is also required to document and report the quantities of hazardous materials used in the performance of this contract.

4.6.5. Hazardous wastes generated as part of this project must be managed in accordance with all applicable laws. The waste must not leave Gowen Field without the approval of the Base Environmental Office. The Base Environmental Office will provide initial guidance and training in Hazardous Waste procedures.

4.6.6. Contractor will be provided a copy of the Installation Environmental Commitment Statement, and ensure all personnel working on the project have read and understand the Statement.

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4.6.7. Environmental, Safety and Bioenvironmental representatives from the installation will have the opportunity to meet with the Contractor prior to commencing work, and to collaborate with the Contractor to resolve any safety/occupational health/environmental concerns.

4.7. TRAFFIC CONTROL:

4.7.1. The following standards shall be observed at all times. Careful attention and strict adherence to these precautions can prevent accidental damage and possible injury to both pedestrians and drivers. Disregard of these rules, at the very least, will be grounds for removal from the base.

4.7.2. Vehicles operators must be in the possession of a valid driver’s license and current vehicle registration and insurance.

4.7.3. Vehicle operators shall obey the speed limits set by local officials. Vehicles shall not be driven over 25mph, and will not exceed 10mph when near joggers or troops.

4.7.4. Vehicle operators will not use a cell phone while driving. It is acceptable to pull over and park a vehicle to use a cell phone.

4.7.5. Vehicle operators shall ensure that all equipment carried on their vehicles is properly stowed and secured.

4.7.6. No privately owned firearms are allowed on base. This includes concealed carry permit holders.

4.7.7. The use of seatbelts is mandatory for all vehicle occupants during any vehicle operations.

5. SITE CONDITIONS:

5.1. DEMOLITION AND PREPARATION WORK:

5.1.1. The Contractor is responsible to protect existing facilities from damage resulting from the demolition associated with this project.

5.1.2. The Contractor shall replace all damaged materials with new materials, to the satisfaction of the Contracting Officer Representative, at no additional cost to the Government.

5.1.3. The Contractor shall bring any unforeseen project conditions to the attention of the Contracting Officer and the Contracting Officer Representative immediately.

5.1.3.1. Differing site conditions, which may alter the scope of work, shall be approved by the Contracting Officer prior to such work to be performed.

5.2. WEATHER CONDITIONS:

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5.2.1. No protection from the elements is provided for materials, personnel, or equipment by the Government.

5.3. FIELD MEASUREMENTS:

5.3.1. The Contractor shall verify all measurements at the project site and become fully acquainted with the location and project conditions before bidding the work.

6. SUPERVISION:

6.1. The Contractor shall have a competent superintendent in charge of the work at all times. Anyone found incompetent shall be removed at once and replaced by someone satisfactory when requested by the Contracting Officer or the Contracting Officer Representative.

6.2. The Contractor shall report ALL labor hours (including subcontract labor hours) required for performance of services provided under this contract for the Idaho National Guard via a secure data collection site. The Contractor is required to completely fill in all required data fields using the following web address: https://www.ecmra.mil/

6.3. Reporting inputs will be for the labor executed during the period of performance during each Government Fiscal Year (FY), which runs October 1 through September 30.

While inputs may be reported any time during the FY, all data shall be reported no later than October 31 of each calendar year, beginning with 2018. Contractors may direct questions to the help desk at http://www.ecmra.mil/

7. SUBMITTALS:

7.1. All submittals will be processed with an AF Form 3000 as the coversheet, and routed through the Contracting Officer for approval.

7.2. Prior to the start of work on the Base, a schedule using AF 3064 or similar document shall be submitted and approved, through the Contracting Officer. Any changes to the schedule must be submitted for acceptance.

7.3. Prior to installation or use, the Contractor shall submit to the Contracting Officer for approval of the manufacturer's product information, specifications and instructions for the materials intended for use on the job.

7.4. The Contractor shall submit material items for approval on an AF Form 66 within 10 calendar days of the “Notice to Proceed” – or – on the AF Form 66 indicating when each material item shall be submitted for approval.

7.5. At a minimum the following items will be submitted:

7.5.1. Construction Performance Schedule (Critical Path Method)

7.5.2. Asphalt Mix Design

7.5.3. State of Idaho Highway Asphalt Mix Design Standard

7.5.4. Horizontal Root Barrier

https://www.ecmra.mil/ http://www.ecmra.mil/

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7.5.5. Paint

7.5.6. SDS for any chemical which will be brought on to the installation.

7.6. Ensure that any disapproved material submittal will not impact the approved project execution schedule, as disapproved submittal shall not be considered grounds for a time extension. Allow for a minimum of 5 calendar days for the Government’s processing of material submittals.

7.7. The Contractor shall not order, deliver, or install any materials without Contracting Officers material approval, or remove any materials on site which have not been properly approved.

8. SITE SAFETY:

8.1. The Contractor shall provide and maintain work environments and procedure which will:

8.1.1. Maintain OSHA compliance at the job site and while on Idaho National Guard, Gowen Field.

8.1.2. Safeguard the public and government personnel, property, materials, supplies and equipment exposed to Contractor operations and activities.

8.1.3. Avoid interruptions of Government operations and delays in project completion dates.

8.1.4. Control costs in the performance of this contract.

8.2. The Contractor shall ensure that any additional measures the Contracting Officer or the

Contracting Officer Representative determines to be reasonable and necessary for the purposes of safety are applied.

8.3. Welding, brazing, soldering, metal cutting or grinding and any work which has the potential to create a flammable hazard will require the Contractor to obtain a Hot Work Permit from the Idaho National Guard, Gowen Field Fire Department.

8.4. The Contractor will provide barricades sufficient to prevent vehicles and pedestrian traffic from inadvertently entering the construction area on an “as needed” basis, where it is reasonable or required.

8.5. The Contractor is required to provide a current mishap prevention plan to the Contracting Officer or the Contracting Officer Representative before the ‘Notice to Proceed’ will be issued.

8.6. If the contract requires confined space entry the Contractor will provide, to the Contracting Officer and the Contracting Officer Representative, a copy of their training plan and proof that personnel conduction the confined space entry have been trained according to IAW and OSHA guidelines.

9. ANTITERRORISM FORCE PROTECTION:

9.1. The Contractor shall comply with all applicable installation/facility access and local security policies and procedures, which may be obtained from the Contracting Officer

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or the Contracting Officer Representative. The Contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by the local installation’s security forces. The Contractor shall ensure compliance with all personal identity verification requirements as directed by local policy. Should the Force Protection Condition (FPCON) change, the Government may require changes in Contractor security matters or processes.

9.2. Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (AFI 31-101 and AFI 10-245), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

9.3. All Contractor employees, to include subcontractor employees, requiring badged access to Government Installations, Facilities and Controlled Access areas shall complete AT Level I awareness training within 30 calendar days after contract start date. Certificates of completion for each affected Contractor employee and subcontractor employee will be maintained by the Contracting Officer or the Contracting Officer Representative. AT level I Awareness Training is available at the following website: http://jko.jten.mil

10. CLEAN-UP:

10.1. During the progress of this project, the Contractor shall at all times keep the residue from work from being dragged, tracked off, or blown onto the active taxiways and runway adjacent to the work area. The immediate work area will be cleaned up at the end of each workday. Any debris carried out of the work area by vehicles, equipment, wind, water, etc. . . . will be cleaned up immediately, or as directed by the Contracting Officer or the Contracting Officer Representative. All clean up shall be accomplished by the Contractor at no cost to the government. The entire work area shall be properly cleaned and left free from all scraps, waste, etc. leaving a neat professional appearing worksite that complies with all environmental laws. At the completion of the project, the Contractor shall remove all materials and residue from the job site and any work area. The debris cleaned up will be disposed of in a manner acceptable with current environmental standards. The Contractor shall further agree to repair any damage caused to the facility or the surrounding area that is caused by him or his workers.

http://jko.jten.mil/

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END

PROJECT NO. BXRH092021