Attachment 2-00 00 25-0001 Bid Specifications.pdf

PROJECT MANUAL

For

SUSTAIN AIRFIELD MARKINGS

& RUBBER REMOVAL SPECIFICATIONS

14 MAY 2025

USAFR ZQEL 2025-0001

For

910th Airlift Wing

Youngstown Air Reserve Station 3976 King Graves Road Vienna, OH 44473-0910

Prepared By

DEPARTMENT OF THE AIR FORCE

910th BASE CIVIL ENGINEERING OFFICE

3976 KING GRAVES ROAD, BUILDING 510

VIENNA, OHIO 44473-5931

CONTROLLED UNCLASSIFIED INFORMATION

910th Airlift Wing USAFR ZQEL 2025-0001

Sustain Airfield Markings & Rubber Removal

DOCUMENT 00 01 50 - LIST OF DRAWINGS

Page Nos.

Title

Issue

1 of 13 G1 Title Sheet 14 May 2025

2 of 13 G2 Overall Site Plan –Landing Zone (LZ) 14 May 2025

3 of 13 G3 Overall Site Plan – Apron Area 14 May 2025

4 of 13 C1 CL Sta 0+00 to CL Sta 12+00 14 May 2025

5 of 13 C2 CL Sta 12+00 to CL Sta 34+50 14 May 2025

6 of 13 C3 CL Sta 34+50 to CL Sta 41+00 14 May 2025

7 of 13 C4 Apron Striping – Alpha 1 to Spot 5 Parking 14 May 2025

8 of 13 C5 Apron Striping – Spot 5 to Spot 12 Parking 14 May 2025

9 of 13 C6 Apron Striping – Spot 12 to Security Forces 14 May 2025

10 of 13 C7 Non-Controlled Apron Striping to CC 14 May 2025

11 of 13 C8 Non-Controlled Apron Striping to DD 14 May 2025

12 of 13 C9 Non-Controlled Apron Striping to EE 14 May 2025

13 of 13 C10 Non-Controlled Apron Striping to Security Forces 14 May 2025

END OF LIST OF DRAWINGS

LIST OF DRAWINGS 00 01 50- 1

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TABLE OF CONTENTS 00 01 10 – 1

SECTION 00 00 10 – PROJECT TITLE SHEET

SECTION 00 01 00 – TABLE OF CONTENTS

SECTION 00 01 50 – LIST OF DRAWINGS

DIVISION 01 – GENERAL REQUIREMENTS

Section 01 00 00 – General Requirements

Section 01 33 00 – Submittal Procedures AF Forms 66, 3000, 3064 and 3065

Section 01 35 43 – Environmental Procedures

Section 32 01 11.51 – Rubber and Paint Removal from Airfield Pavements

Section 32 17 23 – Pavement Markings

ATTACHMENTS – ADDITIONAL SPECIFICATIONS

A. Unified Facilities Criteria (UFC) Airfield and heliport Markings UFC 3-20-04, 16 May 2018

B. TT-P-1952E, Federal Specification – Paint, Traffic and Airfield Marking, Waterborne C. TT-B-1952D, Beads (Glass Spheres) Retro-Reflective

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GENERAL REQUIREMENTS 01 00 00 – 1

SECTION 01 00 00 - GENERAL REQUIREMENTS

PART 1 – GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. The Contractor shall furnish all supervision, labor, materials, tools, equipment, apparatus, and transportation required to complete the construction in conformity with the Contract Documents.

B. The Project is for the removal of aircraft rubber removal form the Assault Runway Landing Zone (LZ), and for the restriping of all airfield markings on the LZ and aircraft parking apron and vehicle drive lane. All work is located on the controlled portion of the airfield and on Youngstown Air Reserve Station, Vienna OH.

C. The Work consists of – but is not limited to – the following: Air Force Statement of Work:

1.3 SUMMARY OF WORK: The Contractor shall furnish and install/perform all material, equipment, components, parts, tools, labor, transportation, hauling, disposal/recycling, cleaning, inspection, testing, commissioning, training, reporting, etc., necessary to perform this project as described in the contract-delivery order, including this Statement of Work and any/all applicable federal, state and local law, regulation, standards, and codes. Unless otherwise stated, any/all work items includes requirement for contractor to remove and properly dispose of/recycle off base, and to furnish and install/incorporate any/all new materials, equipment, components needed to properly complete the work item; any Government furnished property and/or reinstallation of existing materials/equipment/components shall be as stated/specified herein. Contractor shall submit materials/methods for approval prior to ordering and/or incorporation into the work; as a minimum, submittals shall include product literature, MSDS, standard color, texture and style samples/swatches/boards, and place of origin/manufacture. Demolished materials, waste/debris is property of the contractor, unless otherwise stated herein;

contractor is responsible for proper disposal/recycling of such materials off base; such material shall be promptly removed from the installation and shall not be stored/stockpiled unless submitted and approved for such. Contractor is responsible for verification of all details, measurements, etc. prior to ordering materials and execution of work. The work includes, but is not limited to, the following principle elements:

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2.0 SCOPE.

2.1. DESCRIPTION OF WORK. The work specified herein consists of furnishing all labor, equipment, tools, appliances, transportation, and materials required to remove 95% of the rubber buildup from 100% of designated area on the Youngstown ARS Assault (asphalt covered) Runway. The rubber removal is to be completed without damage to the pavement surface, joints, and joint and crack seals, or any other government property. Destruction of any runway or other pavement markings as a result of the rubber removal process will be restored, repainted as necessary. All LZ Markings, Controlled Apron and Non-Controlled Apron Markings shall be repainted as per specifications and as shown on plans dated 14 May 2025.

2.2. DETERMINATION OF COMPLIANCE. The determination of compliance of the

95% removal shall be accomplished by test as described in Section Eight (8), Compliance Testing.

2.3. PAVEMENT DAMAGE SURVEY: Base Engineering, Contracting Officer Representative and Contractor shall jointly inspect the work area prior to commencement of work. Any existing damage to pavement systems shall be documented at that time. The Contractor shall repair damage incurred during the contracted operations in accordance with paragraph 12.1.

3.0 METHODS AND WORK AREAS:

3.1. RUBBER REMOVAL: Rubber buildup shall be removed from the designated rubber-covered area in accordance with paragraph 7.2. The rubber-covered area in each runway touchdown zone is an imaginary rectangle with sides parallel to the centerline and ends transverse to the centerline. Within the rectangle, the rubber deposits overlap and the exposed pavement texture comprises no less than 80% of the total area. The rubber-covered area does not include the portion of pavement outside the central rubber buildup zone where the rubber marks are intermittent and more than 80% of the pavement texture is exposed. Rubber deposits are not to be removed outside the designated rubber-covered area. Any runway/pavement markings destroyed as a result of the rubber removal process will be repainted, restored as necessary.

3.2. DESIGNATED WORK AREA: The Assault Landing Strip is defined as having three (3) designated areas. Area’s 1 & 2, which measure 60’ x 300’ and Area 3, the actual landing Zone, (LZ) which measures 60’ x 3500’. The work areas for rubber removal on the Youngstown ARS Assault Runway are as follows:

The first is located at the Southeast touchdown area and consists of a rectangle area 40 feet wide by 650 feet in length (26,000 SF). This is referenced as Area A.

The second is located at the Northwest end touchdown area, and is a rectangular area 40 feet wide by 600 feet in length (24,000 SF). This is referenced as Area B. Refer to Sheet G2.

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USAFR ZQEL 2025-0001

GENERAL REQUIREMENTS 01 00 00 – 3

2.2 Refer to attached plans G2 for areas of rubber removal;

Area A is a 650 linear foot by 40 feet wide portion, measured 20 feet from centerline on either side of the LZ starting at CL Sta 2+50 to CL Sta 9+00. This area is located within Area 1 and Area 3. This area for rubber removal is 26,000 sqft.

Area B is a 600 linear foot by 40 feet wide portion, measured 20 feet from centerline on either side of the LZ starting at CL Sta 32+50 to CL Sta 38+50. This area is located within Area 2 and Area 3. This area for rubber removal is 24,000 sqft.

The entire LZ will be re-striped per plan, refer to sheets; C1, C2, and C3.

2.3 .b. Refer to attached plans G3 for areas of restriping of Apron Controlled Movement Area and Non-Controlled Movement Area.

APRON CONTROLLED MOVEMENT AREA: This area is identified as the area within the red line around the entire aircraft parking apron. This area will require to be stripped in two phases of work. The Upper Ramp shall be striped completely and then the Lower Ramp will be striped. This will allow for the movement of aircraft away from the work area. All markings & striping within the red line and to include the red line will be cleaned of all debris prior to re-striping. Any areas of peeling will be removed per Section 7.3. Refer to attached drawings, pages C4, C5 & C6. Quantities and Measures are listed on C6.

APRON NON-CONTROLLED MOVEMENT AREA: This area is identified as the travel lane adjacent to the red line for Controlled Movement to the aircraft hangers and building area. This area will include all markings and striping outside the red line.

All areas will be cleaned of all debris prior to re-striping. Any areas of peeling will be removed per Section 7.3. Refer to attached drawings, pages C7, C8, C9 & C10. Quantities and Measures are listed on C10.

3.3 RESTORATION OF AIRFIELD MARKINGS: Airfield markings damaged or destroyed by the contractor during rubber removal operations will be repaired at Contractors expense. All rubber removal will be completed prior to accomplishing airfield striping.

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GENERAL REQUIREMENTS 01 00 00 – 4

4.0 EQUIPMENT

4.1. MACHINERY. The equipment used in the removal process shall be mounted on pneumatic tires and shall be capable of removing deposits of rubber without causing damage to pavement surfaces, joints, or joint and crack seal material.

4.2. STORAGE. The Contractor shall store equipment and materials only in areas designated/approved by the Contracting Officer.

5.0 GOVERNMENT FURNISHED MATERIALS AND EQUIPMENT.

5.1. COMMUNICATIONS EQUIPMENT. The Government shall furnish a radio to the Contractor for communication with the Control Tower during each work day. The Contractor will assume responsibility for the radio while it is in his possession, and shall reimburse the Government for repair or replacement of the radio if it is lost, damaged, or destroyed.

5.2. WATER. Water shall be furnished at no cost to the Contractor. The water supply shall be a fire hydrant designated by the CO and located within a reasonable proximity to the work area. The Contractor will install a gate valve and a back-flow prevention device on the fire hydrant tap. The Contractor shall furnish all equipment, material, and labor required to obtain and deliver water from the designated fire hydrant to the work areas.

6. OPERATIONS ON THE AIRFIELD.

6.1. AIRFIELD ACCESS. Work shall be performed in the controlled zones of the base and airfield. All access to or through the base shall be coordinated with the CO, or authorized representative. All access to or through the airfield shall be coordinated with the Chief of Airfield Management.

6.2. Within the radio controlled zone of the airfield, the Contractor shall maintain continuous verbal and visual contact with the control tower. The Contractor shall verbally inform the control tower and the Chief of Airfield Management when the work has been completed and all equipment, personnel, and materials have been removed from the airfield.

6.3. DEBRIS REMOVAL: The Contractor shall clear debris from the runway surface as the work progresses.

6.4. WORK SCHEDULE: The Contractor shall adhere to the pre-approved schedule for execution of work, weather permitting, runway closures shall be coordinated in advance. If the Contractor’s schedule is delayed by weather conditions or mechanical equipment breakdown, the Contractor shall notify the CO and a new work schedule shall be established.

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6.5. ENVIRONMENTAL LIMITATIONS. Rubber removal methods that use water or chemicals shall not be permitted when the temperature is at 40 degrees F and falling, or the pavement surface temperature is at 35 degrees F or less and falling.

6.6. WORK ZONES. The Contractor shall provide all temporary markings and traffic controls necessary to establish a safe and adequate work zone and to minimize (airfield (and) traffic) interruptions.

6.7. ACCESS OF CONTROL ZONES. The Contractor shall perform all contracted work within the controlled zones of the base or the airfield. Coordinate access through the base with the CO. Coordinate access to or through the radio controlled zone of the airfield with the Chief of Airfield Management. When within the radio controlled zone of the airfield, the Contractor shall maintain continuous verbal and visual contact with the control tower.

The Contractor shall verbally inform the control tower and the Chief of Airfield Management when the work has been completed and all equipment, personnel, and materials have been removed from the airfield.

6.8. Runway Operations. Work may be interrupted to provide a runway for aircraft in an emergency or when a special or unscheduled mission is assigned. If the runway is needed for aircraft operations, the Contractor shall remove all equipment from the operational surfaces of the airfield and beyond the hold line within 15 minutes of notification to clear the runway. A scheduled landing or departure that has been identified to the Contractor prior to the start of the Contractor’s work shift shall not be considered an interruption.

7. 0 METHOD OF OPERATION:

7.1 ESTABLISHMENT OF WORK ZONES: The Contractor shall provide all cones, barriers, lights, signs, placards, flags, and flagging personnel necessary to establish an adequate work zone. The Contractor shall establish and maintain work zones as necessary throughout the period of the contract, prominently identifying potential hazards and dangers to personnel and traffic in or near the work area.

wastes in strict compliance with all applicable local, state, and Federal environmental statutes and regulations.

8.0 SPECIAL CONSIDERATIONS:

8.1. The Contractor shall submit a Waste Identification and Disposal Plan describing his proposed actions regarding waste collection, control, identification, and disposal.

The plan will address disposal methods and requirements for hazardous and non-hazardous wastes.

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8.2. The Contractor shall draft any written notification required by local, state, orFederal laws, regulations, or guidelines, and shall submit such notification to the CO for approval. After approval from the CO, the Contractor shall submit the written notifications and/or permits to the appropriate regulating authority. Proof of regulatory (local, state, and Federal) approved submittals must be presented to the CO prior to the start of any work.

8.3. The Contractor shall protect all areas of pavement adjacent to the work area from splatter, splash, spills, and drips. Any disfigurement will be removed by the Contractor at the Contractor’s expense. The Contractor shall remove completely all improperly placed or improperly applied markings and disfigurements without damage to the pavement, joints, and joint and crack seals.

8.4. Obliterating the markings with paint will not be allowed unless the removal process leaves marking patterns that could mislead or confuse pilots or motorists. The Contractor and the CO or authorized representative shall jointly inspect the work area before marking operations commence. During this inspection, proper layout of new markings shall be verified and existing damage to the pavement systems, joints, and joint and crack seals shall be documented.

9.0 DEFINITIONS

A. Any and all references in the Specifications and/or on the Drawings to – and/or requirements for – “notifications” shall be taken to mean written notification to the Contracting Officer.

B. Any and all references in the Specifications and/or on the Drawings to – and/or requirements for – “submittals” shall be taken to mean submittals in accordance with both of the following:

1. Section 01 30 01 – Submittal Descriptions.

2. Section 01 33 00 – Submittal Procedures.

C. Any and all references to – and/or requirements for materials and work to be in – compliance with the Manufacturer’s recommendations shall be taken to mean – and/or includes the requirement that:

“Work shall be accomplished in accordance with the Manufacturer’s recommendations. In the event of a conflict between the Manufacturer’s recommendations and the Specifications, the Manufacturer’s recommendations shall take precedence. However, if

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GENERAL REQUIREMENTS 01 00 00 – 7

the Specifications require work and/or materials above/beyond the Manufacturer’s recommendations without conflict with the manufacturer’s recommendations, such additional work and/or materials shall be provided – in addition to that provided pursuant to the Manufacturer’s recommendations."

10.0 DOCUMENTS

A. The Contractor shall be responsible for reviewing the complete set of Contract Documents for:

1. Procedures.

2. Space requirements.

3. Materials.

4. Installation sequence.

5. Similar items.

B. The Contractor shall coordinate efforts with all others working on the Project.

11.0 CONTRACTOR USE OF THE PREMISES

A. Confine construction activities to areas defined for the Work in the Specifications and on the Drawings – or specifically assigned for that use by the Contracting Officer. Do not use any other areas on Government premises without written consent of the Contracting Officer.

B. Do not unreasonably encumber the Site with materials or equipment.

C. Assume full responsibility for protection and safekeeping of products stored at the Site.

12.0 SITE ADMINISTRATION

A. The Prime Contractor shall assume responsibility for the general charge of the construction and the Site until the Project is turned over to the Government.

13.0 LAYOUT

A. Immediately locate all reference points, layout the Work, and be responsible for all measurements and other work to be executed by the Contractor under the Contract.

Exercise precaution to confirm the figures shown on the Drawings before laying out the Work. Note: The Contractor shall be responsible for any errors resulting from a failure to do so.

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B. Verify all dimensions of existing and new work. Be responsible for their accuracy.

Submit differences found to the Contracting Officer for consideration before proceeding with the Work. No extra compensation will be permitted because of differences between the actual dimensions and the measurements indicated on the Drawings.

14.0 TEMPORARY FACILITIES AND CONTROLS

A. Streets, Drives, and Walks:

1. Keep streets and drives clear of equipment, tools, and machinery.

2. If during the execution of this Contract it becomes necessary to obstruct any street, make necessary arrangements with the Contracting Officer’s Representative

– and the Security Police – at least 48 hours in advance.

a. Keep streets and walks clear of mud and debris caused by construction operations.

b. Provide all drive and sidewalk barriers required and necessary, complete with lights for night use.

B. Provide adequate sanitary toilet facilities for all workers employed on the Project.

Maintain toilet facilities used by construction employees in a clean and sanitary condition and furnish necessary supplies.

C. Only store materials within the area of the Contract Limits. Do not store materials in a manner creating a nuisance or a fire or traffic hazard. Store flammable and combustible materials separately. Inside storage will not be available to the Contractor.

D. The Contractor shall ensure that all materials and equipment are protected prior to installation and until final acceptance. Storage shall be dry, clean, and safe. Materials or equipment that become damaged, deteriorated, rusted, or defaced due to improper storage shall be fully repaired, refinished, or replaced as directed by the Contracting Officer.

Materials or equipment lost through theft or mishandling shall be replaced by the Contractor without additional cost to the Government.

E. Temporary Fire Protection: Observe all provisions of the Government safety regulations relative to fire prevention throughout the construction period. Ensure that applicable permits are visible and kept current.

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F. Provide temporary safety equipment in accordance with the requirements of the Government's safety regulations.

G. Utilities:

1. Notwithstanding the provisions of other clauses of the Contract, all reasonably required amounts of water, gas, electricity, and the like, essential to the performance of the Contract, will be made available at no cost to the Contractor from existing systems, outlets, and supplies.

2. Tying into Electrical Utilities: For this entire Project, tie-ins within Government-owned components will be at no cost to the Contractor.

3. Any arrangements with the utility company – or any fees involved in tying into the distribution system owned by the utility company – are the responsibility of the Contractor. The Government will not be held responsible for interruption of utility service and will not be liable for the Contractor's delays, damages, or increased costs occasioned by such an interruption of service.

4. Temporary connections or lines shall be installed, maintained, and removed by the Contractor at no additional expense to the Government and in a manner acceptable to the Contracting Officer.

5. No water may be obtained from the fire hydrants on the Base without permission from both the Contracting Officer and the Base Fire Department.

a. Temporary water lines connected by the Contractor to hydrants on the Base shall be equipped with reduced pressure backflow preventers.

15.0 PROJECT CLOSE-OUT

A. When the Contractor determines that the Work is complete, submit to the Contracting Officer a request (in writing) for final inspection in accordance with the terms of the Contract.

16.0 CLEANING

A. Conduct cleaning and disposal operations to comply with Federal, State EPA, and local land, air, and water laws.

B. Be responsible for seeing that the Site is kept clean at all times and that a daily cleaning is conducted. Storage shall only take place in designated areas.

C. Unless noted otherwise, all materials removed as a result of the Contractor's operations under the Contract shall become the property of the Contractor and shall be properly disposed of, reused, or recycled – away from the Base – at the expense of the Contractor.

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D. Be responsible for final cleaning. See that the building and the Site are in a clean condition when they are turned over to the Government. At completion of the Work, the

Contractor shall remove the Contractor's remaining tools, scaffolding, and surplus materials from the Site.

E. Prior to any demolition/excavation, submit a waste disposal plan for the recycling and disposal of construction waste materials and demolition debris resulting from the Work of this Contract, including:

1. A description of the waste materials and debris to be reused or recycled.

2. The proposed method of collection and transport.

3. The location of proposed disposal and recycling facilities.

4. The name, address, and telephone number for each facility and transporter.

a. If, for any applicable materials listed in Paragraph H below, recycling facilities are not available within a 100-mile radius of the Base, state that in the plan.

F. Provide all containers required to collect solid wastes collected during the performance of the Contract. At no time shall the Contractor use dumpsters or other waste receptacle maintained by the Base for the disposal of any solid wastes. Small quantities of recyclable materials, such as cardboard, metals, and wood pallets, may be placed in the recycling containers maintained by the Base. Coordinate this exception with the Base Environmental Engineer’s Office.

1. The dumpsters maintained by the Base are periodically checked. If it is determined that the Contractor has placed construction and/or demolition debris (other than the recyclable materials listed above) – or any other waste – in a dumpster or other solid-waste collection unit maintained by the Base, the Contractor will immediately remove said waste and dispose of it – or recycle it – properly, away from the Base.

2. If any waste is dumped in an unauthorized area, immediately remove the material and restore the area to its pre-existing condition.

G. Track the amount of construction/demolition debris and other solid waste that is disposed of under this Contract. It is preferred that the waste be tracked by weight – but tracking the waste by volume (that is, cubic yards) will also be accepted. Submit the amount of waste disposed of – and all associated weight tickets – to the Contracting Officer monthly using AF Form 3000.

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H. Transport as much of the recyclable construction waste materials and demolition debris as practicable to a valid recycling facility. The recyclable materials can include:

1. Cardboard.

2. Rubble (asphalt and concrete).

3. Recycled cementitious materials (in concrete mix).

4. Brick.

5. Metals.

6. Wood.

7. Plastic.

8. Insulation.

9. Roofing.

10. Glass.

11. Acoustical ceiling panels.

12. Carpet.

13. Polyvinyl chloride piping.

14. R-22 refrigerant.

15. Ballasts.

16. Other materials applicable to the Project that can be reused or recycled.

I. Submit the amount of materials recycled – and all associated weight tickets – to the Contracting Officer monthly using AF Form 3000.

17.0 RECORD DOCUMENTS

A. Maintain at the Site one copy of the Drawings with redline changes.

B. At completion of the Work, deliver Record Documents to the Contracting Officer.

1. Be responsible for the preparation and furnishing of marked-up Contract Drawings including all of the Work of this Contract. Record, using colored pencil, in a neat, workmanlike manner, all cases where actual field construction differs from the Work as indicated by the Contract Documents – as well as changes in location and in elevation. Dimension concealed work and utility locations.

2. These marked-up Contract Drawings will not be acceptable as Shop Drawings.

3. Maintain these marked-up Contract Drawings at the Site as an up-to-date set of

Contract Drawings. At completion of the Work, turn this set of marked-up Contract Drawings over to the Contracting Officer for the updating of Record Drawings.

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18.0 PHOTOGRAPHY PERMIT

A. Prior to taking any photographs or video recordings – either for internal record or as required by the terms of the Contract – prepare a request for a photography permit, in letter format, and submit it to the Contracting Officer using AF Form 3000. The request shall indicate:

1. The Contract number.

2. The term of the Contract.

3. The locations or the Site(s) to be photographed.

4. Proposed dates and times to be accomplished.

5. Reason for photography complete with justification.

6. Whether the Contractor intends to take photographs and/or video recordings.

B. Provide a copy of any and all photographs and/or video recordings to the Government within ten calendar days of being taken, using AF Form 3000.

1. Still images shall be digital and submitted in compact disc (CD) format.

2. Video recordings shall be provided in either of the following formats:

a. Digital Versatile Disc (DVD).

b. Video Home System (VHS).

3. Clearly label the CD, DVD, or the videocassette and the videocassette case indicating:

a. The Contract number.

b. The Project number.

c. The Project title.

d. The date taken.

PART 2 – PRODUCTS – Not Used

PART 3 – EXECUTION – Not Used

END OF SECTION 01 00 00

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SUBMITTAL PROCEDURES 01 33 00 – 1

SECTION 01 33 00 - SUBMITTAL PROCEDURES

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section, including – but not limited to – the following.

1. SECTION 01 00 00 – GENERAL REQUIREMENTS: Other required submittals:

a. The Waste Disposal Plan for the recycling and disposal of waste materials resulting from the Work under this Contract.

b. A monthly accounting of the amount of waste disposed of – and all associated weight tickets.

c. A monthly accounting of the amount of material recycled – and all associated weight tickets.

d. Marked-up Contract Drawings.

e. A Request-for-Photography Permit.

f. Copies of any and all photographs and/or video recordings.

1.2 REFERENCES

A. United States Air Force (USAF or AF) Forms: The following documents can be found at the end of this Section.

1. Schedule of Material Submittals (AF Form 66) aka "Submittal Register."

2. The Material Approval Submittal Transmittal Form (AF Form 3000).

3. The Contract Progress Schedule (AF Form 3064).

1.3 DEFINITIONS

A. Submittals requiring "Government approval":

1. "Government approval" is required for:

a. Extensions of design.

b. Critical materials.

c. Deviations.

d. Equipment whose compatibility with the entire system is required to be checked.

e. Other items as designated by the Contracting Officer.

2. Within the terms of the Contract, submittals requiring "Government approval" are considered to be “Shop Drawings.”

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B. Approved Submittals:

1. The approval of submittals by the Contracting Officer shall not be construed as a complete check, but will indicate only that the general method of construction, materials, detailing and other information are satisfactory. Approval will not relieve the Contractor of the responsibility for any error that might exist. The Contractor remains responsible for the dimensions and the design of adequate connections, details, and satisfactory construction of the Work.

2. After submittals have been approved by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment will be given consideration unless accompanied by an explanation as to why a substitution is necessary.

C. Disapproved Submittals: Make all corrections required by the Contracting Officer and furnish a corrected submittal within five calendar days in the form and number of copies as specified for the initial submittal.

1. If the Contractor considers any correction indicated on the submittals to constitute a change to the Contract, give prompt notice to the Contracting Officer as required by the terms of the Contract.

PART 2 – PRODUCTS – Not Used

PART 3 – EXECUTION

3.1 GENERAL

A. Submit four copies of all items listed on the Submittal Register or specified in the other sections of the Specifications.

B. The Contracting Officer may request submittals in addition to those listed when deemed necessary to adequately describe the work covered in the respective sections.

C. Units of weights and measures used on all submittals shall be the same used on the Contract Drawings.

D. Each submittal shall be complete and in sufficient detail to allow ready determination of compliance with the requirements of the Contract.

E. Prior to submittal, all items shall be checked and approved by the Contractor.

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F. Proposed deviations from the contract requirements shall be clearly identified.

G. Submittals shall include items as:

1. The Contractor’s, manufacturer’s, or fabricator’s drawings.

2. Descriptive literature including – but not limited to:

a. Catalog cuts.

b. Diagrams.

c. Operating charts or curves.

3. Test reports.

4. Test cylinders.

5. Samples

6. Operations and maintenance manuals (including parts list).

7. Certifications.

8. Warranties.

9. Other similar required submittals.

H. Submittals requiring Government approval shall be scheduled and made prior to the acquisition of the material or equipment covered thereby.

3.2 SUBMITTAL REGISTER

A. At the end of this Section is a Submittal Register showing – at a minimum – which submittals are required by the Specifications.

3.3 SCHEDULING

A. Submittals covering component items forming a system or items that are interrelated shall be scheduled to be coordinated and submitted concurrently.

B. Certifications that are specified to be submitted with related Shop Drawings shall be so scheduled.

C. Allow adequate time for review and approval. No delays, damages or time extensions will be allowed for time lost due to late submittals.

3.4 SUBMITTAL FORM

A. Use AF Form 3000 for submitting Government-approved submittals in accordance with the instructions on the reverse side of the form. Copies of this form will be furnished to the Contractor.

B. Properly complete this form by filling out all the heading blank spaces and identifying each item submitted. Exercise special care to ensure proper listing of the specification paragraph and/or sheet number of the Contract Drawings pertinent to the data submitted for each item.

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3.5 SUBMITTAL PROCEDURE

A. Submittals shall be made as follows:

1 Schedule:

a. Prepare and submit to the Contracting Officer for approval, three copies of the

Submittal Register found at the end of this Section.

b. The proposed schedule shall reflect the Contractor’s practicable schedule of planned dates of submittal of AF Form 3000.

c. The Submittal Register shall be submitted concurrently with the Contractor’s submittal of the required AF Form 3064.

d. The Contracting Officer will review and return submittals received, approved or disapproved, within ten calendar days after receipt.

e. Warranties and operating instructions are required at the completion of the

Work, after final inspection.

2 Deviations: For submittals that include proposed deviations requested by the Contractor, set forth in writing the reason for any deviations and annotate such deviations on the submittal. The Government reserves the right to rescind inadvertent approval of submittals containing un-noted deviations.

3.6 NOT USED

3.7 GOVERNMENT - APPROVED SUBMITTALS

A. Upon completion of review of submittals, the submittals will be identified as having received approval by being signed and dated. Three copies of the submittal will be retained by the Contracting Officer and one copy of the submittal will be returned to the Contractor to be retained at the Site.

END OF SECTION 01 33 00

Sustain Airfield Markings & Rubber Removal

SUBMITTAL PROCEDURES 01 33 00 – 5

THIS PAGE INTENTIONALLY LEFT BLANK.

AF FORM 66, 19891001 (EF-V1) PREVIOUS EDITION WILL BE USED.

SCHEDULE OF MATERIAL SUBMITTALS

PROJECT NUMBER PROJECT TITLE SOLICITATION/CONTRACT NUMBER

ZQEL 2025-0001 Sustain airfield Markings & Rubber Removal

TO BE COMPLETED BY CONTRACTOR TO BE COMPLETED BY CONTRACT ADMINISTRATOR

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DIVISION 01 – Gen’l Rqmts Waste Disposal Plan

01000, 11.E QA/QC Procedure

Monthly Report of Construction Debris

– Disposed of 01000, 11.G

QA/QC Report

Monthly Report of Construction Debris

– Recycled 01000, 11.I

QA/QC Report

Marked-Up Contract Drawings

01000. 17.A,B Close Out Submittal

Environmental Protection Plan 01 35 43, 1.5 A

Informational Submittal

DIVISION 32- Rubber/Paint Removal from Airfield Pavements Schedule of Work/Process Plan

32 01 11.51, 1.4, SD-01

Rubber/PaintRemoval from Airfield Pavements – Product Data

32 01 11.51, 1.4, SD-03

Action Submittal

Rubber/PaintRemoval from Airfield Pavements –Test Reports

32 01 11.51, 1.4, SD-06

Pavement Markings Product Data

32 17 23 1.3, SD-03

SCHEDULE OF MATERIAL SUBMITTALS

PROJECT NUMBER PROJECT TITLE SOLICITATION/CONTRACT NUMBER

ZQEL 2025-0001 Sustain airfield Markings & Rubber Removal

TO BE COMPLETED BY CONTRACTOR TO BE COMPLETED BY CONTRACT ADMINISTRATOR

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Test Reports

32 17 23 1.3, SD-06

Certificates Qualificatons

32 17 23 1.3, SD-07

Waterborne Paint

32 17 23 1.3, SD-08

THIS PAGE INTENTIONALLY LEFT BLANK.

AF IMT 3000, 20030901, V1 PREVIOUS EDITION IS OBSOLETE.

MATERIAL APPROVAL SUBMITTAL

(See Instructions on Reverse)

Form Approved 0MB No 9000-0062 Expires May 31, 2005 th rl;g;n r 1a I :;, ;:d ;; de d, ,; d i.; g d :l gi ; i 1i ;i ; ;,n;;f i n s ud ci r,; ; ;;;fA g i b rde esir;,;;;; ; /;:h spectsgfuthis 1 1 collection of information, Including suggestions for reducing this burden to the Department of Defense, Washington Headquarters Services, Directorate for Information Operations and Reports, 1215 Jefferson Davis Hi hwa'fr Suite 1204, Arlington VA 22202-4302, and to the Office of Management and Budget, Paperwork Reduction Project 0MB No 9000-0062, Washington DC 20503. Please D NO RETURN your form to either of these addresses. Send your co"'4)1eted form to: SAF/AQCP, 1060 Air Force Pentagon, Washington DC

TO: (Contracting Officer) FROM: (Contractor) DATE (YYYYMMDD)

CONTRACT NUMBER SUBMISSION NUMBER I S□UBMITTAL□ NEW RESUBMITTAL

PREVIOUS SUBMISSION NUMBER PROJECT NUMBER

TO BE COMPLETED BY CONTRACTOR FOR GOVERNMENT USE ONLY

ITEM

NO.

SPECIFICATION SECTION/

PARA NO./ORAWING NO.

DESCRIPTION OF MATERIAL

(Include Type, Model Number, Catalog Number, Mfg., etc.)

AP-

PROVED

DISAP-

PROVED

SEE

REVERSE

INITIAL

BY COMPLETING THIS FORM, THE UNDERSIGNED CONTRACTOR CERTIFIES THAT

THE MATERIAL COMPLIES WITH ALL SPECIFICATIONS OF SUBJECT CONTRACT. I

DATE (YYYYMMDD) TYPE OR PRINT NAME AND TITLE SIGNATURE

FOR GOVERNMENT USE ONLY

TO: (Base Civil Engineering Officer)

For Evaluation and Action I

DATE (YYYYMMDD) TYPE OR PRINT NAME AND GRADE SIGNATURE

TO: (AF Contracting Office)

RECOMMEND I I APPROVAL I I I DISAPPROVAL AS INDICATEDI ABOVE AND SUBJECT TO ANY APPLICABLE COMMENTS ON THE REVERSE

DATE(YYYYMMDD) TYPE OR PRINT NAME AND GRADE SIGNATURE

TO: (Contractor)

□ APPROVED □ DISAPROVED AS INDICATED ABOVE AND SUBJECT TO ANY APPLICABLE COMMENTS ON THE REVERSE SIDE. REQUEST

RESUBMITTAL ON DISAPPROVED ITEMS WITHI IN DAYS OF DATE SHOWN BELOW

DATE (YYYYMMDD) TYPE OR PRINT NAME AND GRADE SIGNATURE

AF IMT 3000, 20030901 (V1) (REVERSE)

COMMENTS

(Number to correspond with applicable Item Number on reverse)

INSTRUCTIONS TO CONTRACTORS

1. The term ·material" is defined as articles, supplies, raw materials, equipment, parts, components, and end items that are to be incorporated into the work required by the contract.

2. This form is to be used by contractors for submitting Shop Drawings, Equipment Data, Manufacturer's Literature and Certificates and samples of Materials to the Government for approval in accordance with the provisions of this contract. Unless otherwise specified, it is to be prepared in 4 copies, signed, and provided to the contracting officer with appropriate attachments.

3. ltem(s) to be approved will be clearly tabbed or identified. Data pertaining to item(s) to be approved will be clearly identified or tabbed, particularly where documents are voluminous, in order to properly evaluate the materials or articles to be incorporated in the work. Each attachment will be numbered to correspond with the item number shown on the face of this form.

4. Requests submitted shall be numbered consecutively, by contract, in the space entitled "Submission No.•. This number, in addition to the Contract No., will be used to identify each Material Approval Submittal. Resubmissions will be indicated in the appropriate block and the insertion of previous submission number and data in addition to a new submission number. A single submission should be used for all work of a section of the specifications, but in NO instance should the submission include work for more than one (1) contract. Submittals requiring priority handling will be submitted by separate submittal using the form and so marked across the face of the form.

5. This Material Approval Submittal is not valid unless it is signed by the contracting officer. This approval is required as called for by the contracting officer under the terms of this contract.

CONTRACT PROGRESS SCHEDULE Form Approved

(See Contractor's Instructions on Reverse) I 0MB NO. 0704-0188

Publie reporting burden tor this collection of information Is estimated to average 15 minutes per response, rncluding the lime for reviewing mstruchons. searching existing data sources. gathering and mamtammg the data needed. and completing and reviewmg the collect,on of information. Send comments regarding thrs burden estimate or any other aspect of this collec11on 04 information. Including suggestions for reducing this burden to Department of Defense. Washington Headquarters Services, Directorate for Information, Operations and Reports. 1215 Jefferson Oav,s Highway, Sutte 1204. Arlington VA 22202-4302. and to the Office of Management and Budget Paperwork Reduction Project 0704-0188. Washington DC 20503. Please DO NOT RETURN your form/questionnaire to either of these addresses. Send your completed form/quest1onnaIre lo: SAF/AQCP, 1060 Air Force Pentagon. Washington DC 20330-1060

1. CONTRACT NO. 8. PROJECT TITLE 10. APPROVAL RECOMMENDED BY:

DATE SIGNED INSTALLATIONS ENGINEER'S SIGNATURE

2. STARTING DATE

3. COMPLETION DATE

9. SUBMITTED BY:

4. PURCHASE REQUEST NO.

DATE SIGNED CONTRACTOR'S NAME (Last, First, Middle Initial)

ADDRESS (Street, City, State, Zip Code)

CONTRACTOR'S SIGNATURE 11. APPROVED BY:

5. PROJECT NO.

DATE SIGNED CONTRACTING OFFICER'S SIGNATURE

6. ACTUAL STARTING DATE

7. ACTUAL COMPLETION DATE

LINE

NO

A

WORK ELEMENTS

B

WEEKS

D E F G H I J K L M N 0 p a

AF IMT 3064, 20030901, V1 PREVIOUS EDITIONS ARE OBSOLETE

INSTRUCTIONS TO CONTRACTORS

1. Prepare three copies of AF Form 3064, in accordance with these instructions, and submit to the contracting officer at the time stated in the contract or as established by the contracting officer.

2. Blocks 1, 2, and 3. Enter the contract number, starting date, and completion date as shown on the contract.

3. Block 8. Enter the title of the project as shown on the contract.

:4. Block 9. Enter name and address of your firm. The three copies submitted to the contracting officer must be dated and signed by the contractor or an authorized representative of the firm.

s. Lines 1 through 12. Major elements of work (whether unit price or lump sum contract) such as excavation, concrete work, carpentry, engineering, installation of communication electronic facilities, etc., will be shown in Column Bin logical sequence and in sufficient detail to identify the element. If the contract calls for more than 11 work elements, additional copies of the AF Form 3064 may be used as a continuation for the work elements.

6. The percentage of each listed work element to the complete job will be shown opposite each element in Column C. As an example, if 3 work elements are shown: excavation, concrete work, and backfill, and it is estimated that excavation is 50% of the total job, concrete 30%, and backfill 20%, these percentages will be shown opposite each element. The total must equal 100%.

7. Columns D through Q will be used to show planned periodic progress, as required by the contracting officer, during the period of the contract. Only the top half of the space under these columns will be used by contractors. Using the example cited above and assuming that the contract period for performance is 8 weeks, and it is planned to accomplish 10% of the excavation work the 1st week and 20% each week until excavation is complete, 10 would be shown in the upper half of Line 1 under Column D, 20 under Column E, and 20 under Column F for a total of 50%. If it is planned to accomplish the concrete work during the 4th, 5th, and 6th weeks in equal amounts, 1O would be entered under Columns G, H, and I on Line 2. Assuming the backfill will be accomplished during the 7th and 8th weeks, 1o would be entered under Columns J and Kon Line 3. If the contract extends beyond 14 weeks, additional copies of AF Form 3064 may be used as a continuation of performance record.

a. Total amount of work planned at intervals as shown in Columns D through Q will be totaled and entered in the top half of the space under the appropriate column of Line 12. Again, using the example cited above, the totals under Columns D through K would read 10, 20, 20, 10, 10, 10, 10, 10 for a total of 100%. These totals will be used to plot an overlay graph using Lines 4 through 11, beginning with Column D and extending to the right the number of columns (weeks) authorized by the contract for performance time.

9. In the event the contract is modified by the contracting officer under terms of the contract, changing the progress of work as originally scheduled, adding or deleting work or changing the original completion date, a revised progress schedule will be prepared and submitted to the contracting officer for approval. In preparing the revised schedule, the amount of work completed will be considered, together with the changed new completion date set forth in the contract modification. Considering these factors, the work under the contract will be rescheduled over the new total performance time in the same manner that the original schedule was prepared. The new completion date will be entered in Block 3. "First Revised Schedule," "Second Revised Schedule," etc., will be entered to the left of the form title. Time of submission of the revised schedule will be determined by the contracting officer.

10. At such intervals as may be established by the contracting officer, the contractor will submit to the contracting officer AF Form 3065, "Contract Progress Report," indicating the percentage of work accomplished for each work element during the established reporting period. Accurate reports are of the utmost importance to the contractor and to the Government, since the percentage of completion, or progress, thus reported is used in administration of the contract and may be used in connection with approval of partial payments under the contract. Care should be taken to plan the work in such manner that it can be accomplished as stated in this schedule. If, for any reason, it becomes known that any part of the progress under this contract will be delayed, this fact should be reported to the contracting officer immediately.

AF IMT 3064, 20030901 (V1) PREVIOUS EDITIONS ARE OBSOLETE

CONTRACT PROGRESS REPORT I 0MB NO. 0704..()188

Public reporting burden for this coflectk>n ol lnformat1on Is estimated to average 15 minutes per response, including the time for rev,ewmg lnstruct10ns, searching exislmg data sources, gathering and mamtam1ng the data needed. and completing and reviewing the collection of Information. Send comments regarding this burden estimate or any other aspect of this collection of Information. Including suggest1ons for reducing this burden to the Department of Defense. Washington Headquarters Services, Directorate for Information Operations and Reports (0MB No. 0000·0058). 1215 Jefferson Dav,s Highway. Suite 1204. Arlington VA 22202-4302. Respondents should be aware that notwithstanding any other provision of law, no person shall be subJect to any penalty for falling to comply with a collect,on of mformat1on If it does not display a currently valid 0MB control number.

PLEASE DO NOT RETURN YOUR FORM TO THE ABOVE ADDRESS. RETURN COMPLETED FORM TO: Sl>F/AOCO, 1060 Air Force Pentagon, Washington DC 20330-1060.

CONTRACTOR ADDRESS

REPORT NO. PERIOD COVERED

IFROM:

TO:

PROJECT NO. CONTRACT NO. I COMPLETION DATE

LINE

NO.

WORK ELEMENT % OF

TOTAL JOB

% COMPLETED

THIS PERIOD

% COMPLETED

CUMULATIVE

TOTAL

At the Contracting Officer's discretion and according to the payments clause of the contract, the information provided on this form may be used for computing progress payments.

PROGRESS OR COMPLETION CERTIFICATE

I hereby certify that the contractor l1as satisfactorily completed the indicated percentage of the contract per contract specifications.

□ SUBMITTED BY OR FOR □ CONTRACTOR I BASE CIVIL ENGINEER

TYPE OR PRINT NAME AND TITLE SIGNATURE I DATE

REVIEWED BY OR FOR CONTRACTING OFFICER

TYPE OR PRINT NAME AND TITLE SIGNATURE DATE

AF IMT 3065, 19960401, V1 PREVIOUS EDITION IS OBSOLETE.

Sustain Airfield Markings & Rubber Removal

ENVIRONMENTAL PROCEDURES 01 35 43-1

Section 01 35 43 – ENVIRONMENTAL PROCEDURES

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Contractor Liabilities for Environmental Protection:

1. Government installations must comply with environmental protection laws including – but not limited to the following:

a. The Clean Water Act

b. The Clean Air Act

c. The Resource Conservation and Recovery Act.

d. The Federal Facilities Compliance Act.

2. The United States Environmental Protection Agency (USEPA) has granted inspection and enforcement authority to the State of Ohio Environmental Protection Agency (Ohio EPA).

a. Inspection by either agency might include questioning of the construction personnel who are working with or have contact with hazardous materials and waste.

b. Complete – and provide documentation of – environmental training required by federal, state, and local regulations.

1.3 REFERENCES

A. The publications listed below form a part of…