Statement of Work Project BXRH202001 Ramp Block IDIQ.pdf

STATEMENT OF WORK

for

PROJECT NO. BXRH202001

RAMP BLOCK IDIQ

IDAHO AIR NATIONAL GUARD

05 Feb 2020

Prepared by:

124 CES/CEN, 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 4

1. Project Title 4

1. Project Number 4

1. Objectives 4

2. Scope 5

3. Specifications 5

4. General Notes 13

5. Site Conditions 16

6. Supervision 17

7. Labor Reporting 17

8. Submittals 17

9. Site Safety 18

10. Antiterrorism Force Protection 18

11. Clean-Up 19

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STATEMENT OF WORK (SOW)

BXRH202001

RAMP BLOCK IDIQ

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: RAMP BLOCK IDIQ

PROJECT NUMBER: BXRH202001

1. OBJECTIVES:

1.1. Project Narrative:

1.1.1. Provide a three year contract in which task orders can be issued to provide full depth replacement and partial depth repair of select existing rigid pavement blocks located on the East and West Aprons of the 124th Fighter Wing.

Additional task order requirements will include full replacement of joint sealant on a lineal foot basis.

1.2. Basic Bid Consists of the Following:

1.2.1. All work performed under this statement of work shall be conducted in accordance with applicable Federal, State, and Local regulations, ANG policies and regulations, and this statement of work as outlined below.

1.2.2. The work will conclude with final acceptance by the Contracting Officer or Contracting Officer Representative, warranty delivery, and financial closeout.

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

1.2.4. 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.

1.2.5. The scope of work to repair one block will include, but is not limited to demolition, installation, sealant, and painting.

1.2.6. Mobilization will consist of, but is not limited to equipment setup and delivery, safety signage, and portable restrooms.

1.2.7. Joint sealant will consist of but is not limited to removing existing joint sealant, replacing backer rod, and installing new joint sealant.

1.2.8. All work will comply with applicable UFC’s. (See section 3.1.3) 1.2.9.The contractor will have a 3 year period of performance with a total cap of

$900,000 for the contract. Any deviation to this period of performance must be approved by the Contracting Officer.

1.2.10. Trades involved may include, but are not limited to:

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• Superintendent/Foreman

• General purpose laborers

• Excavation

• Painters

• Concrete

2. SCOPE:

2.1. The contractor will provide a bid for a task order based contract on the following items listed below.

2.1.1.1. Cost per full replacement of ramp block (25’x25’)

2.1.1.2. Cost per full replacement of ramp block (15’x15’)

2.1.1.3. Cost per full replacement of ramp block (12.5’x15’)

2.1.1.4. Cost per full replacement of ramp block (12.5’x12.5’)

2.1.1.5. Joint Sealant Replacement with a per lineal foot cost.

2.1.1.6. Partial depth repair for spalling with a per square foot cost.

3. SPECIFICATIONS:

3.1. GENERAL REQUIREMENTS:

3.1.1. Contractor shall investigate the site for existing site conditions, existing utilities and easements, and demolition requirements. Utilities must be maintained for buildings in the vicinity.

3.1.2. Utilize the following specification references for all technical details. In conflict between the SOW and the specification submit an RFI to the project manager for guidance. The Manufacturers specifications take precedence to the UFC. All UFC may be found at https://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc.

3.1.3. References include but not limited to the following UFC’s:

3.1.3.1. UFC 1-200-01 DoD Building Code

3.1.3.2. UFC 3-260-01 Airfield and Heliport Planning and Design

3.1.3.3. UFC 3-260-02 Pavement Design for Airfields

3.1.3.4. UFC 3-270-01 Asphalt and Concrete Maintenance and Repair

3.1.4. Manufacturer's instructions for handling, applying, and installing products are considered a part of this specification. In the event of conflict between the requirements of this specification and the manufacturer's recommendations, the manufacture's recommendations take precedence.

3.1.5. Warranty Period

3.1.5.1. The contractor’s warranty periods shall begin with date of Final Acceptance;

Substantial Completion Date, and/or subcontractor installation date shall not constitute the beginning of the warranty period.

3.2. FULL DEPTH BLOCK REPLACEMENT:

https://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc

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3.2.1. Break up and remove identified ramp blocks while retaining structural integrity of surrounding blocks.

3.2.2. All blocks have an assumed nominal depth between 7 and 10 inches thickness. All newly installed blocks will be have a minimum slab thickness of no less than 12 inches.

3.2.3. Utilize techniques and procedures outlined in UFC 3-270-01 dated 21 February 2018 section 14-2.4 through section 14-3.

3.2.4. The key steps in performing a full-depth repair include the following:

3.2.4.1. Selection of repair boundaries

3.2.4.2. Sawing of repair boundaries

3.2.4.3. Removal of existing concrete

3.2.4.4. Restoring the repair area support (subgrade and base preparation)

3.2.4.5. Dowel bar and tie-bar placement

3.2.4.6. Replacing reinforcement, if any

3.2.4.7. Restoring expansion joints, if any

3.2.4.8. Use of filler material at joints

3.2.4.9. Dowel bar placement

3.2.4.10. Concrete placement

3.2.4.11. Concrete finishing and texturing

3.2.4.12. Curing

3.2.4.13. Joint Sealing

3.2.5. Pavement: Existing pavement shall be broken up by machine (jack hammer or other approved methods) and then removed from the Job Site. Care shall be taken not to damage the adjacent pavement or portions of concrete slab scheduled to remain in place. Remove all pavements and debris from the excavation. All edges of adjacent pavement shall then be cleaned of all loose aggregate, dirt, and debris and ready to receive the new concrete. Any damage to an adjacent slab may be cause for the removal and replacement or repair of the damaged slab at the discretion of the Contracting Officer and all costs will be borne by the contractor with no additional cost to the Government.

3.2.6. Disposition of Removed Material: This contractor shall remove all debris and excavated material from the work site in a timely manner. Permits or financial arrangements shall be made with local disposal or local state authorities to dispose of the materials at no cost to the government.

3.3. BACKFILL:

3.3.1. Natural pit run is often encountered on base. We encourage the re-use of this material in backfilling the excavation provided it is separated from the natural bands of clay or caliche which are also often encountered on base. Do not re-use any material without Contracting Officer, or Contracting Officer Representative approval.

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3.3.2. COMPACTED SUBGRADE: The subgrade is made up of native soils disturbed in the excavation process. Compact the subgrade to 90%. If 90% cannot be reached due to the makeup of the soil, report maximum compaction achieved to the Contracting Officer Representative.

3.3.3. DRAINAGE LAYER: The drainage layer shall consist of locally sourced pit run. It shall be placed in 3, 1 FT lifts compacted to 95%.

3.3.4. BASE LAYER: The base layer shall be ¾minus. It shall be placed in 2, 6 IN lifts compacted to 95%.

3.4. WEATHER CONDITIONS:

3.4.1. Base courses shall be compacted only when the weather conditions do not detrimentally affect the quality of the finished course. Any areas of the base course that are damaged by the effects of freezing temperatures, excess water, or other weather conditions, during any phase of the construction, shall be aerated, if required, reshaped and re-compacted by the contractor to conform with the requirements of the specification without additional cost to the government.

3.5. GRADE CONTROL:

3.5.1. The lines and grades required on this construction project shall match elevations of the existing concrete on all sides. This shall be accomplished and measured by use of a steel straight edge or other acceptable device.

3.6. MAINTENANCE:

3.6.1. The finished base course shall be maintained in a condition satisfactory to the Contracting Officer's representative until the succeeding base course is constructed.

3.7. SAMPLING AND TESTING:

3.7.1. The following test is required:

3.7.1.1. Base Course Compaction: Provide one field density tests for each concrete repair and two for each slab placed for the base course. The Contracting Officer's representative may approve or randomly select locations for tests.

3.7.2. Material, which fails to meet the contract requirements as indicated by laboratory tests, shall not be used in the work, and shall be re-worked to meet specified compaction.

All costs for testing shall be borne by the contractor.

3.7.3. In the event that the above tests indicate that specified requirements have not been met, additional testing to determine the extent of non-conforming area will be the contractor's responsibility. The Contracting Officer's representative will determine or approve location and frequency of tests to be performed: however, all tests will be at the contractor's expense.

3.8. MATERIALS:

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3.8.1. Cement: Only one brand of cement shall be used. Portland Cement shall conform to the requirements of A.S.T.M. C-150, Type I or II

3.8.2. Aggregate: Aggregates shall conform to the requirements of A.S.T.M. C-33. Fine aggregate shall be natural sand. Course aggregate shall be crushed rock.

3.8.3. Curing Materials. Membrane Curing Compounds: Commercial quality clear or translucent type, meeting the requirements of A. S. T. M. C-309.

3.8.4. Expansion Joints: Preformed expansion joint filler strips, bituminous type, sizes to fit existing joints, meeting the requirements of A. S. T. M. D-994.

3.8.5. Air-entraining Agents: Conforming to the requirements of A. S. T. M. C-260.

3.8.6. Water: The water used shall be clean, fresh, and free of oil, acids, alkali, vegetable, sewage, organic, or other deleterious matter.

3.9. CONCRETE:

3.9.1. Fibrous Concrete Design Mixes: The contractor shall arrange with an approved testing firm for the design and testing of the mixes for each class of concrete to be used in the work. Cost of this service will be borne by the contractor at no additional cost to the government. The concrete shall be designed in accordance with the following:

3.9.1.1. Specified strengths shall be achieved.

3.9.1.2. Specified aggregate shall be used.

3.9.1.3. Water cement ratio to be minimum necessary for strength, workability, and placement. Maximum slump shall be 3".

3.9.1.4. Concrete shall be designed for minimum contraction. Prior to any concrete being delivered to the work, the testing firm shall prepare specimens of the concrete based on the design mix and test same with the test reports being submitted to the Contracting Officer for approval prior to the placing of any concrete in the work. Test specimens shall be made in accordance with A. S.T. M. C-192. If the design mix proposed for the work has been tested and proven satisfactory in the past (using the same materials and proportions), signed documentary evidence attesting to the fact from the testing firm (to include a copy of all testing reports covering the design mix) will satisfy the need for design mix testing requirements. It will not, however, relieve the contractor of the responsibility of providing concrete of the proper strengths in the work.

3.9.2. Mixing of Concrete: Concrete shall be mixed in a standard type of batch mixer with a drum speed of 200 to 225 peripheral feet per minute. Mixing time shall be 1 minute for batches 1 cubic yard or under, and shall be increased 15 seconds for each additional Y2 cubic yard or fraction thereof. Re-tempered concrete shall not be used. Lumpy concrete shall not be used. The contents of the mixer shall be completely discharged before each batch is loaded. Ready mixed concrete, either site mixed or transit mixed

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may be used provided that the concrete produced conforms to these specifications and that the equipment and methods conform to A. S. T. M C-94.

3.10. CONCRETE ADMIXTURES:

3.10.1. Air-Entraining Agents: Air-entraining agents shall be of standard manufacturer, design for the purpose used. The use of an air-entraining cement produced at the mill or air-entraining agent added at the mixer or both shall be optional with the contractor.

3.10.2. Other Admixtures: Admixtures, except air-entraining agents, shall be used only with the written approval of the Contracting Officer's representative.

3.11. CONCRETE JOINTS:

3.11.1. The existing aircraft apron concrete slab system is presently complete with expansion, contraction, and crack control joint systems. These systems will be maintained throughout the construction accomplished under this project. Construct the new joints to match the existing as to plan, depth, width, and other construction characteristics. Construction of the joint sealant recesses may be accomplished by sawing new concrete to achieve the required depth/width. In either case all joints shall be adequately cleaned and prepared to provide adequate adhesion of the joint material. Joints shall be constructed in straight lines to provide continuous joints and shall match layout of adjacent areas.

3.11.2. STEEL DOWEL BARS: All steel dowel bars installed under the terms of this contract shall be smooth steel bars conforming to A. S. T. M. A-615. All bars shall be spaced and installed. Where the steel bars are being utilized to replace the broken keys damaged during demolition work, the bars shall be installed after the existing remaining slab has been core-drilled or drilled to fulfill the intent of the drawings, as pertains to spacing and installing of the steel bars.

3.11.3. On full slab, dowel the edges of the new concrete to the existing slabs using 1.25 inch diameter steel dowels, 18 inch long, paint and oil one end and placed at 15 inches on center, epoxied or grouted in place, and 2 feet from the corner.

3.12. PLACING CONCRETE:

3.12.1. General- Concrete shall be handled from mixer or transport vehicle to place of final deposit in a continuous manner and as rapidly a possible until the given unit of operation, approved by the Contracting Officer's representative is completed.

Concrete that has attained its initial set or has contained its water content for more than one hour shall not be deposited in the work. Immediately after depositing, concrete shall be compacted or consolidated. Concrete shall not be placed on concrete sufficiently hard to cause formation of seams or planes of weakness within the section.

3.12.2. Cold Weather Placement: Unless otherwise approved by the Contracting Officer's representative, concrete shall be mixed and placed only when the temperature is at

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least 40 degrees F., and if the temperature is less than 40 degrees F., it shall be rising.

For placing at lower temperatures, when permission to place is obtained from Contracting Officer's representative, all materials shall be heated and otherwise prepared so that batching and mixing can proceed as specified.

3.12.3. Hot Weather Placement: The contractor shall take all necessary steps to ensure that placed concrete does not lose its proper water content, or dry fast as to prevent proper finishing, aging, and strength development due to heat, wind, or both (weather conditions). No concrete will be placed when the ambient temperature is above 85 degrees F. without the use of retardants.

3.12.4. Spreading: Spreading may be by machine or hand method. Hand spreading shall be done with shovels; rakes shall not be used. Where the concrete is delivered to the form in truck mixers, suitable chutes shall be used.

3.12.5. Vibration: Concrete shall be consolidated with mechanical vibrating equipment immediately after spreading. Vibrating equipment shall be the internal type, and number of units and power of each unit shall be adequate to consolidate properly the entire area of concrete. Vibrators shall be inserted to a depth in the concrete to provide best compaction but no closer to the sub grade than 2 inches. Vibrators shall not be used to transport or spread concrete in the forms. The frequency of the vibrator shall not be less than 5000 elm when in the concrete. Amplitude of vibration shall be sufficient to produce satisfactory consolidation of the concrete without segregation and shall not exceed 2 seconds at anyone location.

3.13. SURFACE TEST: For slabs as soon as the concrete has hardened sufficiently, the pavement surface shall be tested with a 16-foot straightedge or other approved device. All areas showing high spots of more than 1/8 inch but not exceeding Y2 inch in 16 feet shall be marked and immediately ground down with an approved grinding tool to an elevation where the area or spot will not show surface deviations in excess of 1/8 inch when tested with a 16-foot straightedge. Where the departure from correct cross section exceeds Y2 inch, the pavement shall be removed and replaced by, and at the expense of the contractor. Any area or section so removed shall not be less than 10 feet in length or less than the full width of the lane involved. When it is necessary to remove and replace a section of pavement, any remaining portion of the slab that is less than 10 feet in length shall also be removed and replaced.

3.14. TEXTURE: All concrete slab and patch surfaces shall be given a burlap or broomed finish to match the finish of the existing adjacent concrete slabs.

3.15. CURING OF CONCRETE: Immediately after the finishing operation and texturing are complete, and marring of the concrete will not occur, the entire surface of the newly placed concrete shall be cured with an approved method. In all cases in which curing requires the use of water, the curing shall have prior right to all water supply or supplies.

Failure to provide sufficient cover material of whatever kind the contractor may elect to use, or lack of water to adequately take care of both curing and other requirements, shall be cause for immediate suspension of concreting operations. The concrete shall not be left exposed for more than 2 hour between stages of curing or during the initial curing

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period of 72 hours. Curing compound is required after the initial curing period regardless of initial curing period method.

3.16. PROTECTION OF CONCRETE: The aging concrete will be protected from vehicular traffic by barricading for a minimum of 14 days after placing. The contractor will provide barricades suitable for both day and night visibility.

3.17. REPAIR OF EDGES: The Contractor shall repair areas or edges damaged during the removal process at no expense to the government. Areas being repaired shall have steel dowels and high-density concrete patching material specifically designed for this type repair used. Each spot to be repaired shall have the proposed method of repair approved by the Contracting Officer's Representative before the contractor attempts to accomplish the repair. Failure of the contractor to obtain approval of the repair method may cause the patch to be removed at his expense. The Contracting Officer shall approve the proposed epoxy-type material.

3.18. SAMPLING AND TESTING

3.18.1. All samples shall be supplied by the contractor at no cost to the government. The Contractor will accomplish, through an approved testing lab, all tests required to determine if the requirements contained herein are being complied with. The intended source of the material for this project shall be submitted to the Contracting Officers Representative, no less than five working days prior to the commencing of work.

3.18.2. An independent laboratory chosen by the contractor and approved by the Contracting Officer will be employed for all testing required in this contract. Specimens and testing of concrete shall conform to A. S. T. M. C-31. The independent laboratory will submit tests results simultaneously to the contractor and Contracting Officers Representative. The following tests are required:

3.18.2.1. Flexural Strength Beams: One set of four beams will be cast each day that concrete is placed. Two beams will be tested for flexural strength at each test age. Test ages will be 7, and 28 days. The beams will be considered to be representative of all concrete placed on that day. Only the 28-day breaks will be used for acceptance or rejection.

3.18.2.2. Compression Test Cylinders: Test cylinders shall be made and cured in accordance with A. S. T. M. C-39. Testing lab shall take 2 test cylinders for each 100 cubic yards of concrete placed. With a minimum of one (1) test per day.

3.18.2.3. Slump, Air, and Temperature: Tests for slump, air, and temperature shall be taken for each fifty (50) cubic yards or less of concrete per day at the point of delivery, with a minimum of 2 tests for more than fifty (50) cubic yards per day. Materials, which fail to meet the contract requirements, as indicated by laboratory tests, shall not be used in the work.

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3.18.3. In the event that the above tests indicate that specified requirements have not been met, additional testing to determine the extent of the non-conforming area will be the contractor's responsibility. The Contracting Officer's representative will determine where and how many tests will be performed; however, the tests will be at the contractor's expense.

3.19. SEALANT:

3.19.1. Material: Jet fuel resistant, two (2) components, cold applied sealant, meeting the provisions of Federal Specification SS-S-200E Sealing Compound. Sealant shall be silicone based. The product shall be of standard manufacture, D.S. Brown (DSB 800/888/890/900) or equal.

3.19.2. Application: Shall be in strict accordance with manufactures recommendations and these specifications. The contractor shall furnish the Contracting Officer's Representative copies of the application instructions from the manufacturer. Any deviations or options in application of the sealant must have approval of the Contracting Officer's representative. The application will be in a neat, workmanlike manner, using proper equipment as required by these specifications. The material will be applied in such a manner as to cause the material to fill the joints/cracks uniformly.

Sufficient sealant material will be placed in the joints/cracks so that upon completion of the work the surface of the sealing material will not be more than 1/8 inch below the level of the pavement surface after the sealing material has set-up and cured out.

Sealer material, extending more than 1/8 inch above the pavement surface will be removed or shall be cause for rejection of that portion of the work. Care shall be taken to remove immediately any sealant inadvertently deposited in areas that are not to receive it.

3.19.3. Approval of Sealed Joints: All joints shall be filled with sealing materials and the sealer shall be well bonded to the concrete. The Contractor shall correct any joints that do not meet these requirements, as determined by the Contracting Officer's representative, by removing the sealing material and resealing the joints in a satisfactory manner.

3.19.4. Installation:

3.19.4.1. Joints: Where bond-breaker is used, the bond-breaker shall be of proper size and be placed in the joints so that the required depth of sealant can be applied in the remaining opening. Where the expansion joint filler has deteriorated to the extent that the bond-breaker has nothing on which to rest, extreme care will be taken that the bond-breaker is not pushed downward by the sealant extrusion nozzle. The contractor may, at his option, add new or additional expansion joint material in the joints to prevent this problem.

3.19.4.2. Cracks: Where bond-breaker is used, the bond-breaker shall be properly sized for the type crack being filled. It shall be pressed to the bottom of the crack so that it forms a tight fit and at minimum depth so sealant can be placed over the bond-breaker material.

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3.20. PARTIAL DEPTH REPAIRS:

3.20.1. Utilize the process outlined in UFC 3-270-01 dated 21 February 2018 Section 13-3 through section 13-11. Steps to be completed are as follows:

3.20.1.1. Selection of repair boundaries

3.20.1.2. Removal of Existing Concrete

3.20.1.3. Cleaning

3.20.1.4. Joint Preparation

3.20.1.5. Placement of patch materials

3.20.1.6. Finishing

3.20.1.7. Curing

3.20.1.8. Joint/Crack Resealing

3.21. TIEDOWNS/GROUNDING

3.21.1. Install mooring eyes to be used as tie downs in slabs where existing fixture was previously located and removed.

3.21.1.1. Mooring eye will ideally be centered on new slab, but no less than 3 feet from slab joint.

3.21.2. Grounding rod must be installed and bonded to the tie-down bar at each location.

3.21.2.1. See UFC 3-575-01 for static ground requirements.

3.21.3. Mooring eyes must be of recessed design, and designed to facilitate the appropriate uplift capacity and load distribution for slabs with a thickness of greater than 10 inches.

3.21.3.1. See UFC 3-260-01, Section B11-6.

4. GENERAL NOTES:

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.

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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 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.

4.3. 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 7 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 approve or request changes during the Pre-construction meeting.

4.5. MEETINGS:

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

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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.

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:

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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:

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

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satisfactory when requested by the Contracting Officer or the Contracting Officer Representative.

7. SUBMITTALS:

7.1. Submittals for this project will include at a minimum:

• Project Schedule

• Cement

• Admixtures

• Aggregate

• Steel Dowels

• Curing Materials

• Sealant

• Paint

• Mobilization

• Safety Equipment

• Portable Rest rooms

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

7.3. 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 or the Contracting Officer Representative. Any changes to the schedule must be submitted for acceptance.

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

7.5. 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:

7.6. 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.

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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 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:

http://jko.jten.mil/

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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.

PROJECT NO. BXRH202001