Attachment 1 - SOW Seal Roads and Parking Basewide.docx

DEPARTMENT OF THE AIR FORCE

178 WING

CIVIL ENGINEER SQUADRON

SPRINGFIELD, OH

STATEMENT OF WORK

Seal Roads and Parking Basewide

PROJECT NO.

WAAR 162010

DEPARTMENT OF THE AIR FORCE

178th CIVIL ENGINEER SQUADRON

SPRINGFILED-BECKLEY AIR NATIONAL GUARD BASE

SPRINGFIELD, OH

REV: 20170214

Page | 15

1. GENERAL INFORMATION

1.1. DEFINITION OF TERMS

1.1.1. GOVERNMENT refers to the United States GOVERNMENT and the United States Air Force as represented by the United States CONTRACTING OFFICER or their designated representative, the CONTRACTING OFFICER’s REPRESENTATIVE (COR) from the 178th Civil Engineering Squadron.

1.1.2. CONTRACTOR refers to the CONTRACTOR, the SUBCONTRACTOR for the CONTRACTOR, any and all CONTRACTOR and SUBCONTRACTOR employees or personnel, the CONTRACTOR’s tools, and the CONTRACTOR’s vehicles and equipment.

1.1.3. NOTICE TO PROCEED (NTP) provides written notification that the CONTRACTOR has provided adequate design submittals and approved by the CONTRACTING OFFICER. This shall allow the CONTRACTOR to begin ordering construction materials.

1.1.4. PERIOD OF PERFORMANCE (PoP) begins with the NOTICE TO PROCEED and ends after the final acceptance of the construction.

1.2. ABBREVIATIONS / ACRONYMS

1.3. INSTALLATION STANDARDS

1.3.1. Repairs, replacements, new installations and re-installations shall conform to the “best practices” for building constructions, renovations and maintenance activities as specified by the installation Standards referenced below. The workmanship shall meet the requirements of these Standards and as normally provided by experienced trades personnel. The CONTRACTING OFFICER or COR must approve the workmanship as provided by representative samples from the CONTRACTOR prior to installation.

1.3.2. CONTRACTOR shall follow standards for electrical installations pertaining to fire protection and personnel safety found in the Current US National Electric Code (NEC).

1.3.3. CONTRACTOR shall follow standards for worker safety found in Occupational Safety and Health Administration (OSHA) requirements, National Electric Safety Code, and other similar Standards.

1.3.4. CONTRACTOR is responsible for disposal of all solid waste to include non-hazardous and hazardous waste and shall comply with all Federal, State, and Local environmental laws and regulations.

1.3.5. CONTRACTOR shall adhere to all United States Air Force Unified Facilities Criteria (UFC) cataloged in UFC 1-200-01 General Building Requirements. The Current US National Electric Code (NEC), Plumbing Codes, International Building Code (IBC), and the Ohio Building Code (OBC) shall be the minimum construction standard allowed. Facilities shall meet (UFC) 3-600-01 and (ANG ETL) 01-1-1 fire protection criteria. Finally, all concrete design shall be in accordance with ACI 318 Code Requirements for Structural Concrete.

1.3.6. The CONTRACTOR shall perform site preparation as required, in accordance with drawings and specifications included within this Statement of Work (SOW). Questions pertaining to the depth and extent of the site preparation shall be directed to the CONTRACTING OFFICER’s REPRESENTATIVE (COR). Alteration of existing surfaces or facilities, not identified by the GOVERNMENT, shall not occur. CONTRACTOR shall be responsible for any damage to any surfaces, structures or facilities not identified by the GOVERNMENT for alteration and shall be repaired to the COR’s approval at the CONTRACTOR’s expense.

1.3.7. The CONTRACTOR shall provide all labor, material, tools, equipment, and supervision and all other items necessary to complete the work in accordance with any portion of the SOW. The CONTRACTOR shall conduct all work in a professional manner, in accordance with traditionally recognized construction practices and techniques.

1.3.8. It is the CONTRACTOR’s responsibility to field verify all conditions and measurements provided in this statement of work. CONTRACTOR assumes full monetary responsibility for any and all additional work, materials, or equipment required to complete the project that was not included in the statement of work that a reasonable site inspection would have revealed. CONTRACTOR shall not be responsible for conditions that a reasonable site inspection would not have revealed.

1.3.9. The CONTRACTOR is encouraged to develop, prepare, and submit Value Engineering Change Proposals (VECP’s) voluntarily. The Contractor shall share in any net acquisition savings realized from accepted VECP’s, in accordance with the incentive sharing rates in paragraph (f) of 52.248-1 in the FAR. If a VECP is accepted, the Contractor shall share in net acquisition savings of between 50 - 75 percent or as negotiated by KO and as described in the FAR.

1.3.10. CONTRACTOR shall pull all required state boiler permits and arrange a State of Ohio boiler inspection at time of completion prior to Pre-Final Inspection. The CONTRACTOR shall include any work required to obtain approval from the state boiler inspector in the cost of this proposal.

1.3.11. The CONTRACTOR shall complete a dd1354 break-out form for the work performed on project. The form must be completed satisfactorily and in a timely manner before the contractor’s invoice is processed for payment. Any questions from the contractor regarding completion of the form should be referred to the real property manager for assistance. Real Property Manager: Linda Gordon Email: Linda.A.Gordon.13.mfg@mail.mil phone: (937)525-2586

1.4. STANDARD PRODUCTS

1.4.1. The CONTRACTING OFFICER and COR must approve all material submittals prior to procurement. Materials substitution after submittal approvals shall not be allowed without approval by KO.

1.4.2. Materials such as sealants, adhesives, water-proofing or fire-proofing must comply with standards set forth by UL, ASTM, and IEC and listed for the specific use intended.

1.4.3. In the event of conflict among the Specifications, Drawings and/or Technical Instructions, the CONTRACTOR shall bring such conflict to the attention of the CONTRACTING OFFICER or COR for resolution before proceeding with the work involved.

1.4.4. Documentation shall be provided for each submittal. As a minimum, the documentation shall include a catalog sheet of the specific product and the product technical information. When required, a sample of the product/equipment or material must accompany the submission.

1.4.5. MSDS (Material Safety Data Sheet) shall be submitted for all chemical materials to be used for this SOW. Upon approval from the COR the CONTRACTOR shall store materials in accordance with Occupational Safety and Health Administration (OSHA) requirements.

1.5. SUBMITTALS

1.5.1. Material submittals are required unless approval from the COR and CONTRACTING OFFICER has been granted otherwise. All Material Submittals, Design Drawings and Specifications are to be submitted to the CONTRACTING OFFICER with an Air Force Form 3000 (attached) for approval. Submittals, Drawings and Specifications shall be reviewed by the KO and approved prior to issuing NTP.

1.5.2. CONTRACTOR shall provide a detailed Project Schedule identifying milestone dates to COR prior to issuance of NTP. A detailed Design and Construction Schedule in a CPM – Gantt style format shall be submitted for approval using Air Force Form 3064 (attached). If a change in the schedule is required, the CONTRACTOR shall resubmit the Progress Schedule for approval in both electronic and hard copy formats to the COR.

1.5.3. CONTRACTOR shall provide Progress Reports submitted weekly to the COR using Air Force Form 3065 (attached). Progress Reports shall track the CONTRACTOR’s progress in relation to the approved Progress Schedule as well as assist in computing partial payments.

1.5.4. CONTRACTOR shall provide a list of names of all contracted personnel performing work on-base to COR using the Base Pass Information Required for Contractors template (attached) prior to issuance of NTP. List shall be submitted digitally in Word Format via email attachment or CD to COR.

1.5.5. CONTRACTOR shall provide a list of all chemical materials to be used on the project to the EM using Transient Organization Hazardous Material Inventory (attached) 30 days prior to use.

1.5.6. CONTRACTOR shall provide Material Safety Data Sheet (MSDS) with the Transient Organization Hazardous Material Inventory to COR 30 days prior to beginning construction. At the completion of the project, all unused hazardous materials must be removed from the installation by the CONTRACTOR. CONTRACTOR shall submit the total amount of materials used for the project to COR using the Transient Organization Hazardous Material Inventory Form.

1.5.7. CONTRACTOR shall track and report to COR the volume of solid waste (C & D) disposal and recycling costs incurred or fund received, disposal sites, and weigh tickets, using Post-Project Waste Diversion Report (attached) within 30 days from project completion-minimum 50% diversion.

1.5.8. CONTRACTOR shall abide by the Federal acquisition program for Green Procurement as outlined in USEPA Comprehensive Procurement Guideline website. CONTRACTOR shall provide a list of all recovered materials to the COR using Recovered Materials Determination Form & Recovered Materials Procurement Determination (attached) with the material submittals as outlined in 1.4.1.

1.6. PERMITS / CERTIFICATION

1.6.1. CONTRACTOR is responsible for obtaining all required base passes, dig permits, utility locates and all other permits required to complete the work described in this SOW. For dig permits within the limits of the base contact MSgt Thomas McKinney at 346-2271

1.6.2. CONTRACTOR must submit and obtain an approved dig permit from Ohio Utilities Protection Service (OUPS) prior to start of any site work. Permits request must be made 48 hours in advance by calling OUPS office at 1-800-362-2764. If damage or injury occurs from digging without a dig permit the CONTRACTOR shall be responsible for all repairs at no additional cost to the government. The CONTRACTOR provide copy of dig permit to government and shall keep a copy of approved dig permit on site at all times.

1.6.3. If total disturbed surface area of the project is greater than 1 acre CONTRACTOR must submit a Storm Water Pollution Prevention Plan (SWPPP) to the Environmental Management Office (EMO) 60 days prior to start of project. CONTRACTOR shall then submit a Notice of Intent (NOI) to the Ohio Environmental Protection Agency (OEPA) 21 days prior to start of construction and receive the Director’s Authorization before construction begins. CONTRACTOR must notify the local government entity (Clark County Engineer-(937-521-1800) that an NOI has been filed and must post a copy of either the NOI or the Ohio EPA Director's acceptance letter on site. CONTRACTOR shall provide a copy of the NOI, Director’s Authorization, and SWPPP to EMO and maintain a hardcopies of the SWPPP, NOI or Director's acceptance letter and completed inspections on site. CONTRACTOR shall submit weekly and periodic SWPPP inspections to EMO. CONTRACTOR must submit an NOT form to the OEPA within 45 days of completing all permitted land disturbance activities and provide a copy to Environmental Management Office.

1.6.4. Prior to the start of construction activities, the CONTRACTOR shall prepare applications for any Air Permits required by the Ohio Environmental Protection Agency (OEPA). All approved applications shall be submitted to the CO(R) for and the 178 CES/CEA, concurrently for review and record keeping. The CONTRACTOR shall ensure adequate time for the preparation and submission of permit applications to avoid any adverse impacts and/or delays to their project. The CONTRACTOR shall be responsible for the payment of all applicable permit fees.

1.6.5. The CONTRACTOR shall employ and provide a licensed electrician prior to the start of any electrical work knowledgeable of the work and conforming to the requirements of the National Electrical Code (NEC). The licensed electrician must provide a current valid certification prior to the start of any electrical work.

1.7. QUALITY ASSURANCE / QUALITY CONTROL

1.7.1. The CONTRACTOR shall supply appropriate supervision and QA/QC for each task of the project to ensure the workmanship and product reflect the SOW and drawings. This project is commercial grade and only commercial type equipment and fixtures shall be accepted. The KO or COR may periodically perform QA checks as deemed necessary at any time during the PoP. These checks do not relieve the CONTRACTOR of the obligations under this section to provide a complete and working product.

1.8. PERSONNEL

1.8.1. The CONTRACTOR shall identify a full time Superintendent who shall be responsible for all onsite activities. CONTRACTOR shall submit name(s) of Superintendent to COR prior to issuance of NTP. The Superintendent shall have the authority to make in the field decisions (to be approved by COR), which may arise in day-to-day operations without delay that does not affect cost or scope of project.

1.8.2. The GOVERNMENT is not liable for any injury incurred by CONTRACTOR, CONTRACTOR personnel or other persons while they are on site. CONTRACTOR shall take full responsibility for the safety of all personnel within the project site.

1.8.3. The CONTRACTOR personnel shall comply with Springfield Air National Guard Base CONTRACTOR Escort and security policies per this SOW. Violations of these policies may result in termination of the contract. Compliance with security requirements shall not be a basis for failing to complete work in the required PoP.

1.8.4. CONTRACTOR shall recover base passes upon job completion and return to Government within 5 days of Final Inspection.

1.9. ENVIROMENTAL AND SAFETY

1.9.1. All spills to include hazardous materials, oil, and fuel spills shall be cleaned up immediately and disposed of properly off of Springfield Air National Guard Base. Contractor is responsible for remediating all spills and reporting them to COR and EMO. The project site has no known pre-existing hazardous materials or waste products and presents no threat or risk of exposure from environmental hazards.

1.9.2. The CONTRACTOR shall ensure that all personnel receive Environmental Management System (EMS) Awareness training and a copy of the Base Environmental Policy. CONTRACTOR shall record training using a sign in sheet and return the record of training to the COR. A copy of the training and policy statement can be obtained from the 178th Base EMO.

1.9.3. The CONTRACTOR shall abide by the Asbestos Notification Requirements as outlined on the OH EPA website. This includes notification of the OH EPA upon the disturbance of more than 260 LF of piping, 160 SF on other facility components, or 35 CF of contaminated material for renovations. An asbestos notification to the OEPA is required by the CONTRACTOR for any demolition project regardless of whether asbestos is involved.

1.9.4. The CONTRACTOR shall abide by the USEPA Green Procurement Comprehensive Procurement Guidelines as outlined on the USEPA website.

1.9.5. The CONTRACTOR shall stop work and contact the 178th Base Environmental Management Office upon unearthing any historical or cultural artifacts during construction.

1.9.6. The CONTRACTOR shall be responsible for obtaining all required environmental permits prior to the commencement of construction and adhere to and abide by environmental requirements as stipulated by 178th Base Environmental Management Office. In addition, the CONTRACTOR shall complete the necessary studies or documentation to obtain said permits. The CONTRACTOR shall provide concurrently to the CO(R) and 178 CES/CEA, copies of all environmental permit applications and supporting documents. Upon issuance, the CONTRACTOR will provide the CO(R) with copies of the approved permit(s), the CO(R) will provide copies of all permits to the 178 CES/CEA. This shall include but is not limited to the following permits: storm water, air emissions, and storage tanks.

1.9.7. The CONTRACTOR shall perform a jobsite cleanup each day and remove all debris and refuse from the site, to the satisfaction of the COR. Unoccupied areas to be broom swept daily. Occupied areas shall be kept free of dust and debris at all times.

1.9.8. The CONTRACTOR shall ensure that employees are supplied and use proper safety equipment (i.e. gloves, safety boots) described in EM 385 & EM 304 and follow safe work procedures, which protect CONTRACTOR employees and personnel in the vicinity of the job site in accordance with all current OSHA requirements. The CONTRACTOR shall assume any liability for any injury incurred by CONTRACTOR personnel while working on site.

1.9.9. CONTRACTOR shall maintain awareness to all NATIONAL DISASTER RESPONSES including Lightning Watch / Lightning Warning / Hazmat Release / Severe Thunder Storm / Tornado Watch / Tornado Warning and shall:

1. Follow all Giant Voice Announcements as directed

2. Discontinue outside / inside work and seek shelter in designated shelter or building as directed

3. Follow directions from Shelter Manager or Senior Military Official

1.9.10. In case of base emergency, CONTRACTOR shall dial 911 then alert Base Security (BDOC) at 937-327-2221.

2. CONTRACT REQUIREMENTS

2.1. GENERAL WORK DESCRIPTION

2.1.1. This project consists of the prepping, crack sealing all cracks and cold joints 1/8” or grater in width, complete asphalt surface sealing and restriping of all designated asphalt surface areas including the base bid and options. Provide bid and est. quantities by work area for each: cleaning/crack sealing areas, asphalt sweeping/surface sealing areas and restriping areas for each area, base and all options.

2.1.2. Also provide quantity of backer rod if required for wide gaps to prevent crack sealer failure by designated work areas.

2.1.3. CONTRACTOR is responsible for providing all material, accessories, parts, qualified labor and equipment to make this a complete and usable system.

2.2. GOVERNMENT FURNISHED EQUIPMENT / PROPERTY

2.2.1. The GOVERNMENT shall provide basic/minimal documents describing the work required in this SOW.

2.2.2. The GOVERNMENT shall provide the CONTRACTOR access to the site to include all areas of work described in this SOW.

2.2.3. The GOVERNMENT shall provide no other equipment, services, or property.

2.3. PERIOD OF PREFORMANCE

2.3.1. CONTRACTOR shall have a maximum of 90 calendar days from the initial Notice to Proceed (NTP) to complete the project including any design and construction. Any changes or extensions to this time period need prior approval from the CONTRACTING OFFICER.

2.3.2. CONTRACTOR shall have access to the site from 7:00 am - 4:30 pm Monday - Friday. CONTRACTOR will not have access to the site on Weekends and Government Holidays unless approved by COR prior.

2.4. COMPLETION

2.4.1. The COR shall certify performance and final completion of this contract.

2.4.2. The CONTRACTOR shall restore any disturbed areas at the direction of the KO and the COR to include tilling, grading, top soil, reseeding and mulching to return area to prior site condition or as required for a professional restored finish. Restoration specifications shall be per MATOC spec. 02900

2.4.3. The CONTRACTOR shall schedule a Pre-Final Inspection with KO and COR 10 days prior to end of Pop. Any Punch List items will be identified and recorded at this time. CONTRACTOR shall have 10 days to correct items on punch list.

2.4.4. CONTRACTOR shall schedule a Final Inspection with KO and COR upon completion of Punch List and within 10 days of the Pre-Final Inspection. This inspection will confirm that all Punch List items have been corrected. Upon completion of the Final Inspection the GOVERNMENT shall take over ownership of the project.

2.4.5. The CONTRACTOR shall provide a 1 year warranty on all material, labor, installed equipment, and work performed in this SOW.

3. DETAILED DESCRIPTION OF WORK

3.1.1. The CONTRACTOR shall pull field dimensions of all work areas prior to submitting a cost proposal, the dimensions included are for a general idea of the work required only.

3.1.2. The CONTRACTOR will be required to photograph/document the existing site conditions prior to beginning work for record. The government shall move any owned materials or equipment around the work areas to give the contractor a clear work environment.

3.1.3. The CONTRACTOR shall coordinate in advance all areas where work will be performed. As the base will continue its daily operations. All safety concerns and work area coordination will need to be addressed prior to the commencement of work. Temporary signage, fencing, caution tape, PPE, flaggers and safety devices shall be the contractor’s responsibility.

3.1.4. The CONTRACTOR shall ensure that safe construction practices are used in accordance with current OSHA standards and base requirements. The Contractor shall submit a site safety plan prior to start of project. The Contractor shall maintain a clean job site at all times with daily clean-up.

3.1.5. The CONTRACTOR shall be responsible for all traffic control to include signage, cones, fencing, and flaggers as needed. Contractor shall maintain at a minimum one (1) lane of open traffic at all times. If an alternate route can be achieved the contractor will not be required to maintain single lane traffic flow.

3.2. Crack Sealing

3.2.1. The CONTRACTOR shall clean and remove existing debris from roadway cracks 1/8” and wider, allow sufficient drying time if necessary and fill cracks 1/8” and wider with high quality crack sealer.

3.2.2. The CONTRACTOR shall seal asphalt cracks 1/8” or more in width with high quality asphalt crack sealer following mfg. specifications and instructions. Material shall also meet current Ohio DOT specifications.

3.2.3. When crack sealing at utility locations the CONTRACTOR shall ensure utility lids, caps and covers remain free of tar. (Cleanouts, manholes, catch basins, valve boxes, etc.)

3.2.4. The CONTRACTOR shall provide and install materials per the current State of Ohio ODOT construction and materials standards as follows: Hot Applied Crack Sealer (per ODOT 424),

3.2.5. The CONTRACTOR to provide paint striping where required to match existing for all locations sealed.

3.3. Full Depth Replacements

3.3.1. The CONTRACTOR shall see Drawing #2 for all full depth replacement section.

3.3.2. The CONTRACTOR shall saw cut and remove the existing asphalt, remove debris from site, and properly dispose of all related construction materials

3.3.3. The CONTRACTOR shall remove existing aggregate base materials and subsurface materials.

3.3.4. The CONTRACTOR shall inspect and test all subsurface materials prior to placement of engineered fill materials. Testing results will be submitted to the government upon close out of the project.

3.3.5. The CONTRACTOR shall inspect and test all compaction and asphalt surface materials. Testing results will be submitted to the government upon close out of the project.

3.3.6. The CONTRACTOR shall place Geo grid materials where required.

3.3.7. The CONTRACTOR shall provide and install materials per the State of Ohio ODOT construction and materials standards as follows: Asphalt Mix Design (per ODOT Item 401), Tack Coat (per ODOT Item 407), Prime Coat (per ODOT Item 408), Hot Applied Crack Sealer (per ODOT 424), Aggregate Base (per ODOT 304). Reference drawing 122027 Asphalt Section for thickness required.

3.3.8. The CONTRACTOR to provide stripping where required to match existing.

3.3.9. The CONTRACTOR shall estimate removing up to 8” of asphalt pavement and 6” of existing aggregate from full depth replacement areas.

3.3.10. The CONTRACTOR shall compact aggregate and subgrade in full depth replacement areas.

3.4. LIMITS OF WORK

3.4.1. 0001 Base Bid: Asphalt crack sealing, asphalt surface sealing and restriping (163,000 SF +/-) The CONTRACTOR shall clean and seal cracks and cold joints in designated area. Clean and seal all asphalt surfaces designated in work area. Where required the contractor shall restripe drives, walks, and parking areas as needed. The contractor is required to field verify all area dimensions prior to submitting a cost proposal, government provided dimensions are for a general idea of the work required. All base bid specifications shall apply to all options. Base Bid Repair Pavement/ Full Depth Replacement: (1,263 SF +/-) The CONTRACTOR shall saw cut, remove, and replace asphalt pavement and base materials in the (1) areas identified in the pictures pic #1. (Also See Drawing #2 full depth replacement section.

3.4.2. 0002 / Option 1 (208,000 SF +/-): Asphalt crack sealing, asphalt surface sealing and restriping: The CONTRACTOR shall clean and seal cracks and cold joints in designated area. Clean and seal all asphalt surfaces designated in work area. Where required the contractor shall restripe drives, walks, and parking areas as needed. The contractor is required to field verify all area dimensions prior to submitting a cost proposal, government provided dimensions are for a general idea of the work required. All base bid specifications shall apply to all options. Repair Pavement Full Depth Replacement (880 SF +/-) The CONTRACTOR shall saw cut, remove, and replace asphalt pavement and base materials in the (3) areas identified in the pictures pic #2, pic#3 and pic #4. (Also See Drawing #2 full depth replacement section.)

3.4.3. 0003 / Option 2 (94,000 SF +/-): Asphalt crack sealing, asphalt surface sealing and restriping: The CONTRACTOR shall clean and seal cracks and cold joints in designated area. Clean and seal all asphalt surfaces designated in work area. Where required the contractor shall restripe drives, walks, and parking areas as needed. The contractor is required to field verify all area dimensions prior to submitting a cost proposal, government provided dimensions are for a general idea of the work required. All base bid specifications shall apply to all options.

3.4.4. 0004 / Option 3 (62,000 SF +/-): Asphalt crack sealing, asphalt surface sealing and restriping: The CONTRACTOR shall clean and seal cracks and cold joints in designated area. Clean and seal all asphalt surfaces designated in work area. Where required the contractor shall restripe drives, walks, and parking areas as needed. The contractor is required to field verify all area dimensions prior to submitting a cost proposal, government provided dimensions are for a general idea of the work required. All base bid specifications shall apply to all options.

3.4.5. 0005 / Option 4 (295,000 SF +/-): Asphalt crack sealing, asphalt surface sealing and restriping: The CONTRACTOR shall clean and seal cracks and cold joints in designated area. Clean and seal all asphalt surfaces designated in work area. Where required the contractor shall restripe drives, walks, and parking areas as needed. The contractor is required to field verify all area dimensions prior to submitting a cost proposal, government provided dimensions are for a general idea of the work required. All base bid specifications shall apply to all options.

4. BID STRUCTURE:

Item Number Description Quantity Unit Amount

Base Bid Full Depth Replacement 1 JOB Lump Sum $___________ Base Bid Total 1 JOB Lump Sum $___________

Option 1 Full Depth Replacement 1 JOB Lump Sum $___________ Option 1 Total 1 JOB Lump Sum $___________

5. CONTACT INFORMATION

5.1. POINTS OF CONTACT

5.1.1. Technical Inspector: Nick Owens – (937) 346-2589

5.1.2. Technical Inspector: Shane Ober – (937) 346-2588

5.1.3. COR: Michael Howard -- (937) 346-2277

5.1.4. KO: MSgt James Andrews -- (937) 346-2310

5.1.5. EM: Dylan Bunch -- (937) 327-2163

5.1.6. Dig Permit: OUPS Reporting -- 1-800-362-2764

6. ATTACHMENTS

6.1. Drawing # 1 – Site Plan / Dimensions to be field verified and WAAR 162010

6.2. Drawing # 2 full depth replace section drawing

6.3. See pic # 1,2,3, and 4

6.4. AF FORM 3000 (Will be provided to awardee)

6.5. AF FORM 3064 (Will be provided to awardee)

6.6. AF FORM 3065 (Will be provided to awardee)

6.7. Base Pass Information Required for Contractors

6.8. Transient Organization Hazardous Material Inventory (Will be provided to awardee)

6.9. Construction & Demolition Debris Waste Diversion Worksheet (Will be provided to awardee)

6.10. Recovered Materials Determination Form (Will be provided to awardee) image1.png