ITB_AIR261130_OCF_Concrete_Pads__THanger_Taxilane_Rehabilitation__Exhibit_H__TECH_SPEC_COMBINED.pdf

TECHNICAL SPECIFICATIONS

for

MARION COUNTY, FLORIDA

CONCRETE PADS AND T-HANGAR

TAXILANE REHABILITATION

August 2026

MJ PROJECT No. 19033.11

Bid Documents

Prepared By:

1522 Penman Rd. Suite 14

Jacksonville Beach, FL 32250 www.mjinc.com

This Page Left Intentionally Blank

Concrete Pads and T-Hangar Taxilane Rehabilitation Special Work Requirements

Ocala International Airport

Ocala, Florida Section M-001

Project No. 19033.11

August 2026 M-001-1

ITEM M-001 SPECIAL WORK REQUIREMENTS

DESCRIPTION

001-1.1 GENERAL. The special requirements set forth in this section of these Specifications shall govern any aspect of the Contract work where such requirements are deemed applicable by the Owner or the Engineer. The purpose of these requirements is to help ensure that the Contract work does not create any hazard to aircraft operations, and point out special coordination or schedule conditions of which the Contractor should be aware. It shall be the Contractor's responsibility to conduct all work in strict accordance with the special requirements set forth herein and to fully cooperate with the Owner and the Engineer in every way necessary to fulfill the purposes of these requirements as set forth above.

Under this item, the Contractor shall set up his/her necessary general plant, including shops, storage areas, office and such sanitary and other facilities as are required by local or state law or regulation. Unless provided for elsewhere, the cost of required insurance and bonds and/or any other similar significant initial expense required for the initiation of the contract work may be included in this item. The determination of the adequacy of the Contractor's facilities, except as noted above shall be made by the Contractor.

Required materials that are not to be a part of the completed contract shall be as determined by the Contractor, except that they shall conform to any pertinent local or state law, regulation or code.

Work in providing the facilities and services under this item shall be done in a safe and workmanlike manner and shall conform to any pertinent local or state law, regulation or code. Good housekeeping consistent with safety shall be maintained.

001-1.2 PROJECT DESCRIPTION.

The base bid of this project has two schedules

Schedule A includes rehabilitation of approximately 96,200 SF of T-hangar taxilanes, consisting of a 2-inch mill and 2-inch asphalt overlay

Schedule B includes Construction of an approximately 11,097 SF taxilane with a concrete wash pad, including new pavement markings. Work also includes installation of one oil-water separator, a trench drain for the wash pad, new stormwater PVC piping, manholes, a catch basin with associated regrading, connection to an existing 18-inch stormwater PVC pipe, installation of electrical conduit for future use, and water service to the concrete wash pad.

Add alt 1 of this project includes installation of markings leading into hangars.

The new construction will include but is not limited to: Erosion control best management practices, excavation, milling, paving, marking, and drainage installation.

Schedule A to be funded 80% by FDOT and 20% by Ocala.

Schedule B to be funded 90% by FAA, 5% by FDOT, and 5% by Ocala.

001-1.3 PROJECT TIME TABLE.

The project is anticipated to begin in Summer of 2026 and end in Winter of 2026-2027.

The phases of the project are outlined in the CSPP.

The coordination and scheduling of work shall be coordinated with Airport Management and the Engineer.

Ocala, Florida Section M-001

Project No. 19033.11

August 2026 M-001-2

001-1.4 BID ALTERNATIVES. As noted above, there will be one (1) Bid Alternate.

001-1.5 EXISTING CONDITIONS AND PROJECT REQUIREMENTS. With the submission of a bid, it shall be understood that the Contractor has fully examined the Plans, Specifications and existing field conditions and understands fully all project requirements and obligations. Any claims for additional compensation for failure to completely understand the project requirements and obligations will be rejected by the Owner.

The Owner will hold a pre-bid conference at which time prospective bidders will have access to investigate the work site. Additional access to the Airfield may be obtained with the permission of the Owner. All requests for additional access shall be made by contacting the Engineer.

Data on pavement core thickness, soil borings, and the geotechnical report are provided for your use and reference (refer to Attachments of the project specifications). It is the sole responsibility of the Contractor regarding interpretations, assumptions or conclusions drawn from these test results in the preparation of their bid proposal.

001-1.6 WETLANDS. There are no wetlands within the project site.

001-1.7 PERMIT AND REGULATION COMPLIANCE. The Contractor shall comply with all project permits, general permits, state laws, and local regulations. Any fines assessed against the Airport and related expenses due to non-compliance with the permits, laws, rules, and regulations cited in the Contract Documents and caused by the Contractor and their personnel, Subcontractors and Vendors shall be paid for by the Contractor.

As applicable, refer to the Special Provisions of the project specifications for permit requirements.

001-1.8 PRE-CONSTRUCTION VIDEO SURVEY. The Contractor shall perform a video survey prior to the start of construction. The intent of the survey will be to document existing conditions prior to construction. The video survey shall include but not be limited to:

• T-hangars

• Fuel Farm

• Utility structures

• Parking Areas

• Haul Routes to and from the Site

• Staging Area

Audio notes shall accompany the video to identify the existing condition of the items being surveyed.

A copy of the video shall be provided to the Engineer in electronic format prior to the start of construction.

001-1.9 COORDINATION WITH THE AIRPORT AND OTHER CONTRACTORS. The Owner reserves the right to contract for and perform other work on the airfield within and outside the work areas of this contract.

When separate Contractors are occurring within the limits of any one project, each Contractor shall conduct their work so as not to interfere with or hinder the progress of completion of the work being performed by other Contractors. Contractors working within the same project area shall cooperate with each other as directed. Where necessary, each Contractor shall make reasonable adjustments in their schedules to allow for the proper sequencing of work by others.

The Contractor shall arrange their work and shall place and dispose of the materials being used or stored for later use so as not to interfere with the operations of the other Contractors.

Contractors utilizing haul routes shall share in the responsibility of maintenance, dust control, and restoration of the haul routes. The responsibilities shall be pro-rated to each Contractor based on use. In areas of dispute between Contractors on the responsibilities for maintenance, dust

Ocala, Florida Section M-001

Project No. 19033.11

August 2026 M-001-3 control, and restoration of the haul routes or other items, the Engineer shall have the sole judgment as to the assessment of responsibilities to each respective Contractor.

Coordination between Contractors shall be at no additional cost to the Owner.

001-1.10 CONSTRUCTION SAFETY AND PHASING PLAN (CSPP). To enhance safety and to minimize disturbance to daily airport operations the project has been divided in separate phases or work areas as shown on the Safety and Phasing Drawings to form the CSPP. The Contractor shall follow the CSPP explicitly. Deviations from the CSPP will require a revision to the CSPP subject to the Owner and Engineer approval.

Refer to Specification M-200 for additional information on the Maintenance and Protection of Traffic.

001-1.11 SAFETY PLAN COMPLIANCE DOCUMENT (SPCD). The Contractor will be required to provide a Safety Plan Compliance Document (SPCD). The SPCD will detail how the CSPP will be complied with. Within the SPCD the Contractor shall provide details including but not limited to:

contact names and numbers, barricades proposed, runway closed markers proposed, haul routes to work areas, communication plan, fueling of equipment, Foreign Object Debris (FOD) and dust control, verification of height restriction on stock piles and equipment, and other safety procedures.

The Contractor shall also include a SPCD certification that they have read, understand the requirements of, and will follow the CSPP. Approval of the SPCD by the Owner will be required prior to the issuance of the Notice to Proceed (NTP).

001-1.12 UNDERGROUND UTILITIES AND CABLES. The approximate locations of known utilities and underground cables are shown on the Plans. There may exist active or inactive underground cables and utilities within the project areas that are not shown on the Plans. Prior to commencement of any excavation the Contractor shall locate and verify the locations and depths of all underground utilities and cables.

The Contractor shall coordinate all work with the following agencies as appropriate.

1. The Federal Aviation Administration – Airways Facilities Branch

2. The National Oceanic and Atmospheric Administration – National Weather Bureau

3. DIG-SAFE and any non-member utilities (as necessary)

4. Local Utilities

5. Airport Maintenance Manager

The Contractor shall furnish and install all materials necessary to protect existing underground utilities and cables that are to remain. The Contractor shall comply with the current version of the Dig Safe Laws, or as revised. The Contractor is required to pre-mark the construction-site and give notice of planned digging near utility, cable, and fuel lines.

The Contractor shall locate and verify all underground utilities and cables at no additional cost to the Owner.

The Contractor shall repair, at their own expense, utilities damaged by their operations, including any damage done by driving their equipment over existing underground cables. The repair of utilities shall be inspected and approved by the appropriate utility and witnessed by the Engineer.

001-1.13 SUBMITTALS. Upon receipt of the “NOTICE OF AWARD” of the Contract, the Contractor shall submit all appropriate Shop Drawings, material certifications, Buy American Certifications, federal compliance documents, and equipment data sheets in accordance with relevant sections of these Specifications. Once approvals have been obtained, the Contractor shall order all necessary equipment and materials and shall notify the Engineer of their receipt. Please note that Contract Time will not start until the date specified in the “NOTICE TO PROCEED”.

The Contractor shall identify all long lead-time material items and incorporate them into the

Ocala, Florida Section M-001

Project No. 19033.11

August 2026 M-001-4 construction schedule. The Contractor is reminded to include sufficient time for material Shop Drawing review in this schedule. In general, submittals requiring in-office review only will be processed within ten (10) business days. Submittals requiring outside review can take up to twenty

(20) business days. It shall be the Contractor's responsibility to identify long lead-time material items and incorporate their delivery into the overall work schedule.

No additional Contract time will be provided for failure to identify long lead-time materials.

001-1.14 WORK HOURS. Work hours available to the Contractor are Monday through Friday 7:00 a.m. to 5:00 p.m. and Saturday 7:00 a.m. to 5:00 p.m. With prior authorization or as required in the bid documents, nighttime work may be allowed between the hours of 7:00 p.m. to 7:00 a.m.

If applicable, local work hour ordinances shall also apply. Additional hours may be allowed with the approval of the Owner. In case of conflict in the Work Hours noted, the more stringent shall govern.

Additional hours may be allowed with prior approval of the Owner.

001-1.15 OVERALL WORK SCHEDULE. The Contractor shall be required to submit a proposed schedule of how the work will be accomplished over the Contract period. The schedule shall be prepared using Microsoft Project or similar computer software. The schedule shall indicate detailed tasks with early and late start dates and critical path activities. This overall schedule shall be submitted to the Engineer prior to the Pre-Construction Conference. The Contractor shall be prepared to review the schedule at the Pre-Construction Conference with all parties. If so requested, the Contractor shall make modifications to the schedule to minimize disruption to Airport operations. The overall construction schedule is subject to the approval of the Airport and the Engineer.

It shall be understood that the “NOTICE TO PROCEED” will not be provided until the overall work schedule is submitted and determined to be acceptable by the Engineer and Owner.

During construction, the overall project schedule shall be updated weekly with copies provided to the Engineer.

In accordance with the FAA General Provisions paragraph 80-02 of section 80, the Contractor shall notify the Engineer at least seventy-two (72) hours in advance of the time they intend to start work.

It should be noted by the Contractor that seventy-two (72) hours is the time required by the Owner to issue a proper NOTAM of the pending construction activities.

001-1.16 MONTHLY, WEEKLY, AND DAILY SCHEDULES REQUIRED. To facilitate the specific requirements and intent of this section, the Contractor shall weekly prepare and submit a schedule of operations for the following workweek. The schedule shall be given to the Engineer by the end of the work week, proceeding the week covered by the schedule. The weekly schedule shall be subject to the approval of the Engineer, and shall include as a minimum, the following:

1. Major work items to be accomplished.

2. Subcontractors to be on-site.

3. Names of each Contractor’s and Subcontractor’s personnel to be on-site.

4. Type and quantity of equipment to be on-site.

5. Areas of the site where construction is scheduled.

6. Any anticipated closing of facilities that will be required.

7. Other information requested by the Owner or Engineer.

A daily schedule shall be provided to the Engineer each morning of activities that will be accomplished that day. The daily schedule may be verbal. The Engineer may disallow work that is not included in the current weekly work schedule.

Ocala, Florida Section M-001

Project No. 19033.11

August 2026 M-001-5

001-1.17 ON-SITE SUPERVISION. The Contractor shall have a competent superintendent on the work site at all times that workers of the Contractor and/or Subcontractors are on-site.

Any time that work is proceeding without the Contractor’s superintendent on-site by the Prime Contractor, Subcontractors and Vendors will result in an immediate suspension of work by the Owner. If a suspension of work order is issued, the Contractor shall secure and maintain the site during the period of the suspension of work. No additional compensation will be considered for work performed in preparation of the suspension of work or maintenance of the site during the suspension. No additional Contract time or compensation will be considered for delays or work required by the Contractor for failure to have a competent superintendent on-site at all times.

The superintendent(s) shall be fully authorized to act as the Contractor's agent on the project. The superintendent shall be capable of reading and thoroughly understanding the Plans and Specifications and shall receive and fulfill instructions from the Engineer or the Owner. The superintendent(s) shall be experienced in the type and nature of the work to be completed.

001-1.18 CONTRACTOR "ON-CALL NAMES AND PHONE NUMBERS". The Contractor shall provide the Engineer and the Airport Manager with the name(s) and telephone number(s) of persons (two (2) minimum) that can be contacted before or after work hours for emergency situations affecting the construction. The Contractor shall be "on call" at all times during the length of the construction period until the end of the Warranty Period as described in the Supplemental General Provisions. The Contractor contact information shall be provided to the Engineer one (1) week prior to the Pre-Construction Conference.

001-1.19 ADDITIONAL RESIDENT ENGINEER SERVICES. The Owner has established a Resident Engineering budget based on the work hours made available to the Contractor. If the Contractor's work schedule exceeds the weekly Resident Engineering hours budgeted for the project, the Contractor agrees to pay the Owner the additional cost for the Resident Engineer in excess of the budgeted hours. The weekly Resident Engineering budget is up to fifty (50) hours per week. The cost to the Contractor shall be based on the Resident Engineer's actual billing rate plus expenses and fifteen percent (15%) profit in effect at the time the services were provided. For budgeting purposes, an hourly rate of $150.00/hour is recommended. It shall be understood that these charges are in addition to any other damage claims available to the Owner (Liquidated Damages, Breach of Contract, etc), as described within the Contract Documents.

001-1.20 CONTRACTOR’S AUTHORIZED AREA. The Contractor shall not have access to the whole Airport. The Contractor shall be restricted to the designated work areas, haul route(s), staging area(s) and employee parking area shown on the plans.

The Contractor shall keep personnel and equipment clear of all other Airport critical areas and active Aircraft Operations Areas (AOA) at all times during construction.

No stationary equipment or stockpiles of materials will be allowed to penetrate the Runway 15/33 or Runway 6/24 FAR Part 77 Approach Surfaces, or the runway transitional surfaces; the Runway Object Free Zone (ROFZ); or taxiway object free areas (TOFA) unless the area is closed to aircraft operations. At no time shall any construction equipment or stockpiles of materials penetrate the threshold approach surface.

For additional information refer to the Construction Safety and Phasing Plans.

001-1.21 CONTRACTOR STAGING AREA AND EQUIPMENT YARD. The area(s) for the location of the Contractor's field office and for storing materials and servicing, repairing and parking construction equipment (Contractor’s staging areas and auto parking areas) are located as shown on the Plans.

The Contractor will only be permitted to store equipment and materials in the Contractor’s staging

Ocala, Florida Section M-001

Project No. 19033.11

August 2026 M-001-6 area. All equipment booms shall be lowered at the close of each day's work or when stored.

The Contractor (and their Subcontractors) shall provide all necessary temporary fencing and gates to protect materials and equipment from pilferage. The Owner will not be responsible for any vandalized equipment or material stored on the Airport property.

All areas occupied by the Contractor shall be maintained in a clean and orderly condition satisfactory to the Engineer. Attention shall be given to the elimination of combustible rubbish or debris in the areas and none shall be left exposed overnight or at other periods of time the work is shut down.

At the completion of the Contract, all Contractor's and Subcontractor's facilities shall be removed promptly in a workmanlike manner and the area restored to original or better condition and left clean and free of all debris or surplus material.

001-1.22 HAUL ROUTES. The Contractor shall not be granted access to the entire airfield and shall restrict their activities to the designated haul routes (roads) and service roads, staging areas and work areas as shown on the Plans.

Haul routes on the Airport shall be shown on the Plans. The Contractor shall stake, delineate with construction fence the haul routes to be used by Contractor vehicles. The maximum speed limit on all haul routes within the Airport Operations Area is 15 mph and as posted outside of the Airport.

The Contractor shall construct, or enhance, haul routes shown in non-paved or turf areas. The haul routes shall be constructed to support the equipment and vehicles that will be using them. The haul routes shall be constructed with a smooth and constant grade that will allow positive drainage off of the pavement to the existing drainage swale or drainage devices. Portions of the haul routes within the taxiway safety area and taxiway object free area shall be maintained at all times to allow for the safe use of the taxiway pavement by aircraft. Any ruts or holes greater than three inches (3”) in depth shall be filled or graded smooth. Any stones, foreign objects and debris over three inches (3”) in any diameter shall be removed. No windrows will be allowed within the taxiway safety area and no windrows that exceed three inches (3”) in height above the taxiway centerline elevation will be allowed within the taxiway object free area.

In areas that haul routes cross underground cable(s) or utilities, the crossing shall be protected by placing steel plates over the cable(s) or utility. Any damage to the underground cable(s) or utilities shall be repaired or replaced at the Owners discretion at no additional cost to the Owner.

When active airfield pavements (runways, taxiways and aprons) are used for haul routes they shall be kept clean of all stones, dirt, debris and foreign matter at all times.

The Contractor shall be responsible for all improvements necessary to construct the haul routes.

These improvements shall include but not be limited to: stripping and stockpiling of topsoil, excavation, placement of base material (gravel, recycled asphalt pavement, or other suitable material), grading and compaction of the base material. The thickness of the haul route base material shall be sufficient to allow passage of heaviest vehicle anticipated to utilize the haul route without considerable rutting.

The Contractor shall maintain all haul routes (roads) during the course of construction. At the completion of the work, all haul routes constructed by the Contractor shall be removed and the area restored to its original or better condition.

All paved haul routes shall be kept clean at all times to prevent the accumulation of dirt and mud and other debris. Haul routes shall be cleaned at regular intervals not to exceed two (2) hours and prior to opening areas for use by aircraft. If, in the opinion of the Engineer, sweeping of the pavement surface will generate too much dust, then a vacuum type street cleaner or other approved pavement cleaning equipment shall be used.

Ocala, Florida Section M-001

Project No. 19033.11

August 2026 M-001-7

The Contractor shall provide dust control on the haul routes at all times during the duration of this project. The Contractor shall have on-site at all times a functional water truck and operator who shall monitor construction activities for dust and take corrective action as required.

If tracking cannot be contained by the sweeper, the Contractor shall construct tire scrubbers in accordance with Best Management Practices (BMP) before entering a paved surface or a non paved surface.

All haul routes constructed or disturbed shall be restored to their original condition or better before the Contract will be considered complete. This includes any damage to paved surfaces caused by the Contractor’s activities. Unless otherwise shown on the Plans, the construction or improvements to haul routes, all restoration of haul routes (including pavement repair) and dust control shall not be measured separately for payment but rather shall be considered incidental to the project.

All non-paved turf areas disturbed by the Contractor's operations shall be scarified or otherwise loosened to a depth not less than five inches (5”). Clods shall be broken and the top three inches (3”) of soil shall be worked into a satisfactory seedbed by discing, or by use of cultipackers, rollers, drags, harrows, or other appropriate means. This area shall then be seeded, fertilized and mulched.

Haul routes constructed with gravel shall be restored by removing a sufficient amount of gravel to allow for four inches (4”) of topsoil to be placed, graded, seeded and mulched. Grades and grading required for the restoration of constructed gravel haul routes shall be as directed by the Engineer.

All pavements damaged by the Contractor’s activities shall be repaired to equal or better than prior conditions and to the satisfaction of the Engineer. The work may include, but not be limited to; saw cutting and removing damaged pavement, repair or replacement of base materials, tack coating of existing pavement edges, placement of hot bituminous concrete pavement meeting P-403 Specifications, placed in two (2) lifts or more matching the thickness of the existing pavement, and re-marking of the pavements.

When public roads and highways are used as haul routes, it will become the Contractor’s responsibility to obtain the proper permits needed for this function and to obey all rules and regulations pertinent to the public road and highway.

001-1.23 REQUIRED COMPLIANCE OF CONTRACTOR PERSONNEL WITH AIRPORT

SAFETY AND SECURITY MEASURES. The Contractor shall take all precautions necessary to ensure the safety of operating aircraft; airport security is maintained, as well as the safety of their own equipment and personnel.

The Contractor shall be responsible for meeting all applicable FAA, and Airport regulations concerning safety and security.

The Contractor is responsible for any temporary fencing, gates or security arrangements needed to meet these requirements. See Plans for additional information on operations and safety during construction.

001-1.24 TRENCHES AND EXCAVATIONS AND COVER REQUIREMENTS. The Contractor will not be permitted to leave any trenches or excavations exceeding three (3) inches in depth open within active Safety Areas (RSA/TSA), Object Free Areas (ROFA/TOFA) and other active Aircraft Operation Areas (AOA) at night, on weekends, or at other times when work is not actually taking place on the excavation. All excavations shall be backfilled, compacted, and the pavement repaired and properly cured prior to the area being reopened to traffic.

Prior to the close of work each day, the Contractor shall ensure that the work area within active Safety Areas, Object Free Areas and other active Aircraft Operation Areas (AOAs) are graded away from the pavements at a maximum slope of five percent (5%) and shall be left in such a

Ocala, Florida Section M-001

Project No. 19033.11

August 2026 M-001-8 condition that it will drain readily and effectively and will not pose a hazard to vehicles or aircraft.

No piles of soil shall be left unspread, no sharp changes in grade will be permitted, and the surface shall be thoroughly compacted.

001-1.25 AIRFIELD BADGES. Ocala International Airport requires security badging. Key contractor personnel shall obtain an airport issued security badge that is to be worn and remain visible while working within the airport security fence. Escorts and gate guards shall be badged at a minimum. Security badging shall meet the requirements of the Airport.

The site superintendent is responsible for being educated on airport security, and safe airport operating procedures and relaying their knowledge to other employees, and subcontractors. The Owner and Engineer reserves the right to deny airfield access to any personnel, whom in the opinion of the Airport present a safety or security risk.

Security badging procedures may include, but is not limited:

• TSA Security Threat Assessment (STA). To be performed prior to the security training.

• On site Security training.

• On site driver training.

The Owner and Engineer reserves the right to deny airfield access to any personnel, whom in the opinion of the Airport present a safety or security risk.

001-1.26 AIRFIELD DRIVING. All Contractor and Subcontractor shall follow haul routes as shown on the safety and phasing plans, the Prime Contractor is responsible for making all subcontractors and suppliers aware of these haul routes. No active taxiways or runways shall be entered without the direction from the Air Traffic Control Tower and the Contractors shall have the ability to monitor the radio.

The Owner and Engineer reserves the right to deny airfield access to any personnel, whom in the opinion of the Airport present a safety or security risk.

001-1.27 VEHICLE IDENTIFICATION. All Contractor vehicles shall have the company identification plainly visible on both sides of the vehicle in order to identify the vehicle and a unique and visible identification number or letter.

In addition, each Contractor’s vehicle operating on the Airport or public roads shall be equipped with an amber flashing light. Each Contractor’s motorized vehicle operating within the Airport or in the vicinity of an active runway approach shall be equipped with an amber flashing light and/or a three foot (3′) square flag consisting of international orange and white squares not less than one foot (1′) displayed in full view above the vehicle. Work during poor visibility conditions and at night will require ambler flashing light.

001-1.28 ESCORT VEHICLES. The Contractor shall provide an airfield escort for all vehicles requiring access to/from the work area locations which are not radio equipped. No dedicated Escort Vehicles will be needed for this project, but performed by a properly badged person with Escort privileges and has been adequately trained.

001-1.29 ESCORTS. Contractor-provided escorts are required for all personnel not badged within the bounds of the airport. Each badged contractor personnel may escort up to six (6) non-badge personnel as long as the unbadged personnel is within sight and is under the direct supervision of the badged personnel.

001-1.30 WILDLIFE MANAGEMENT. The Contractor shall be responsible to assist the Airport in the management of wildlife in the designated work areas to the satisfaction of the Engineer.

Ocala, Florida Section M-001

Project No. 19033.11

August 2026 M-001-9

No wildlife attractants such as food scraps, grass seeds or ponded water shall remain on or near the Airport property. The Contractor shall be responsible for maintaining the construction site in the designated work areas to the satisfaction of the Engineer. Spotted wildlife shall be reported to Airport Operations.

001-1.31 FOREIGN OBJECT DEBRIS CONTROL PROVISIONS. Waste and loose materials, commonly referred to as Foreign Object Debris (FOD) are capable of damaging aircraft and are a life safety concern. Contractors and their employees shall not leave or place FOD on or near active aircraft movement areas. Materials tracked onto these areas shall be continuously removed during the construction project.

The Contractor shall continuously monitor the active aircraft pavements for FOD and immediately, notify the Engineer and Airport operations if FOD is observed. With authorization, the Contractor will be responsible to remove or mitigate the FOD concern.

The Contractor shall have on-site at all times a dedicated and operational sweeper which is capable of removing, to the satisfaction of the Engineer, any dirt or FOD tracked onto active pavements.

Prior to leaving the work site each night, the Contractor shall coordinate a FOD inspection with Airport Operations of all active pavement surfaces impacted by the construction activities that day and coordinate with Airport Operations the removal of any and all FOD encountered.

The Contractor shall take all necessary precautions to prevent FOD, including but not limited to:

covering dumpsters, securing store materials, cleaning tires prior to traveling on pavements, and other measures as directed by the Engineer.

001-1.32 HAZARDOUS MATERIAL (HAZMAT) MANAGEMENT. All hazardous and unsuitable materials, as identified on the Plans and Specifications or as removed by the Contractor, shall be legally disposed of by the Contractor off Airport property.

001-1.33 INSPECTION REQUIREMENTS. At the end of each work day, the Contractor shall coordinate with the engineer for an inspection of all active aircraft areas; construction work areas, temporary runway/taxiway markings, temporary visual aids, lighted barricades, runway/taxiway safety areas, runway/taxiway surfaces and other items to ensure that conditions allow for safe Airport operations to the satisfaction of the Airport prior to leaving the site for the day.

Any deficiencies encountered in the engineer inspection shall be remedied prior to the Contractor leaving the site for the day. The Contractor shall provide written daily reports of the inspection, noting deficiencies found and corrective action taken to remedy the deficiency.

001-1.34 RADIO CONTROL. The Contractor shall have reliable two-way communication between all work crews, the RPR and Airport Operations at all times. No FAA or other Airport radio frequency will be used for this purpose. Contractor-provided radios, or cellular phones, will be considered acceptable.

The Contractor shall have on-site at all times radio equipped vehicles, at least one (1) per working crew, which shall be monitored by a competent individual at all times during working hours. The radio shall have a two-way radio capable of communicating over with the Tower: 119.25MHz. or Ground: 121.4 MHz. The radio shall be capable of reliable two-way communication from any location on the Airport.

The Contractor shall supplement the radio equipped vehicles, with hand held radios for when the radio equipped vehicles are not occupied. Before the start of daily activities, the Contractor shall perform a radio check to ensure radios are in proper working order.

001-1.35 RESIDENT ENGINEER COMMUNICATION. The Contractor shall supply the

Ocala, Florida Section M-001

Project No. 19033.11

August 2026 M-001-10

Engineer/RPR with one (1) two-way radio, set at the Contractor's frequency as specified above. At the end of the project, the radio will revert back to the Contractor. At the option of the Contractor, a cell phone may be provide in place of a radio.

001-1.36 ENGINEER’S AIRFIELD RADIOS. The Contractor shall supply the Engineer/RPR for their use, one (1) Airport hand-held radios for two-way communications with the Airports frequencies as specified above. The radios shall be hand-held units, supplied new, with spare batteries, exterior antennas (magnetic mount), ear plug, remote mike, belt carrying case and battery chargers. At the end of the project, the radios will revert back to the Contractor.

001-1.37 ENGINEER'S FIELD OFFICE AND EQUIPMENT. Not required.

001-1.38 CONSTRUCTION LAYOUT. The Engineer will provide layout information that includes horizontal and vertical control points. Prior to layout, the Contractor shall inverse between these points and satisfy to them self as to the accuracy of the control points provided. The layout for construction shall be the responsibility of the Contractor.

The Contractor shall furnish assistance to the Engineer as requested to check the layout or otherwise control the work. Such assistance shall be understood to include the provision of suitable manpower to assist the Engineer in taping measurements, holding a survey rod for checking grades and the like. The Contractor's obligations for layout and furnishing assistance to the Engineer shall be deemed incidental to the completion of the various work items and no separate payment will be made for such layout, final survey and assistance.

Refer to Specification Section M-150 for additional requirements.

001-1.39 MAINTENANCE OF THE CONSTRUCTION-SITE. The Contractor shall keep the construction-site free of paper, boxes, and other debris, which could be blown onto the runways and taxiways. The Contractor's main staging area shall be supplied with a dumpster with cover. All Airport pavements shall be kept clear and clean at all times. All rocks, mud, and other debris carried onto the Airport pavement by the Contractor's equipment must be reported to the Engineer or the Owner. The Owner will then close the affected area to traffic and the Contractor will immediately sweep, wash, and/or vacuum the area to the satisfaction of the Owner.

The Contractor shall also be responsible for supplying any other equipment as may be necessary to clean all areas that are contaminated as a result of their operations to the complete satisfaction of the Engineer and the Owner.

Trucks loaded in the construction area shall have loads trimmed as necessary to assure that no particles, stones or debris will fall off and that no legal load limits are exceeded.

The Contractor shall be particularly careful not to track foreign material onto pavements outside of and within the Airport. The Contractor shall be responsible for removing foreign materials from vehicle tires prior to the vehicle leaving its work area.

001-1.40 WASTE REDUCTION AND RECYCLE PLAN. The Contractor shall prepare a waste reduction and recycle plan which will specify how the Contractor intends to minimize and reduce waste and recycle waste materials for review by the Engineer

001-1.41 TEMPORARY WORK STOPPAGES. Temporary work stoppages are subject to the approval of the Owner. If the Contractor desires to request a temporary work stoppage, it shall be made in writing to the Owner through the Engineer/RPR. The request shall state the reason for temporary work stoppage request. It shall be understood that it is the Owner sole decision whether a temporary work stoppage request will be granted or denied.

The Owner reserves the right to order a temporary work stoppage for any reason deem by the Owner to be in the Airport’s best interest. If the Owner does implement a temporary work stoppage, Ocala, Florida Section M-001

Project No. 19033.11

August 2026 M-001-11 it shall be in writing to the Contractor. No contract time will be incurred by the Contractor for Temporary work stoppage ordered by the Owner. In addition, no additional compensation will be allowed for a temporary work stoppage ordered by the Owner.

The Contractor shall be responsible to secure and stabilize all areas disturbed by Contractor operations for the period of the shut down and maintain the site to the satisfaction of the Engineer/RPR. All erosion and sedimentation control measures shall be put in place and maintained and checked regularly through the course of the temporary work stoppage. The Contractor agrees to compensate the Owner for additional all additional soft costs No additional compensation will be allowed for temporary work stoppages.

001-1.42 "AS-BUILT DRAWINGS" (RECORD DRAWINGS) AND FINAL SURVEY.

A. The Contractor shall maintain at the site, a set of drawings on which shall be recorded accurately as the work progresses, the actual "As-Built" dimensions, areas, clearing methods and grades of all their work, indicating thereon all variations from the Plans. This record of "As-Built" conditions shall include the work of all Subcontractors. Notations on mechanical and electrical drawings shall include nameplate data for all installed equipment. These drawings shall be kept current and available for review by the Engineer/RPR at all times.

The Contractor shall record on the final “As-Built” drawings any unknown active or abandoned underground cables discovered during construction. If a cable is damaged during construction, the permanent repair must be clearly marked in full description on the “As-Built” drawings.

B. Prior to final acceptance of the work, the Contractor shall have a final survey made by a land surveyor licensed in the State of Florida. The final survey shall consist of taking cross sections at the same stations as the design cross sections with elevations recorded at every location where a proposed grade was shown on the design cross section, at all changes in grade, at the top and toes of slopes, and at the limits of work. The survey shall include the distance from the construction baseline or centerline of each elevation, measured horizontally to the nearest 0.1 foot.

The "As-Built" locations (station and offset from the construction baseline or centerline) and "As- Built" rim and invert elevations of all drainage structures and pipes and electrical structures will be included in the survey. The elevation of all pavements and structures and pipes shall be measured to the nearest 0.01 foot and elevation in turf area shall be measured to the nearest 0.1 foot and shall be based on NGVD MSL from the project benchmarks.

All "As-Built" information from the final survey shall be shown on the "As-Built" drawings. In addition, a copy of the electronic survey information prepared in a standard surveyor’s format that can be easily followed and checked shall be provided.

The Contractor shall record on the final "As-Built" drawings any unknown active or abandoned underground cables discovered during construction. If a cable is damaged during construction, the permanent repair must be clearly marked in full description on the “As-Built” drawings.

C. The final "As-Built" drawings (Record Drawings) shall be submitted to the Engineer for review and shall be corrected by the Contractor as required. The "As-Built" drawings shall be completed and accepted by the Engineer before the time when the final payment shall be due and payable. The preparation of the "As-Built" drawings shall be paid for with item 1720.

001-1.43 LIGHTED RUNWAY CLOSURE MARKERS AND BARRICADES.

Airfield lighted Runway Closure Markers are not required for this project.

Lighted low-profile barricades are required for this project.

Ocala, Florida Section M-001

Project No. 19033.11

August 2026 M-001-12

Lighted low-profile barricades shall be procured by the Contractor as required for this project. The barricades shall be water ballasted. The Contractor shall be responsible for the procurement, placement, operation and maintenance (i.e. lights, etc.) of lighted barricades as shown on the plans and as directed by the Engineer for each work area(s). At the completion of the project, the lighted barricades shall remain the property of the Contractor. The Contractor shall provide transportation and storage of the lighted barricades to locations on the airfield as directed by the Airfield Operations or the Engineer. The Lighted Barricades shall be purchased or rented.

The placement, operation and maintenance of the low-profile lighted barricades will not be measured separately and will be considered as being incidental to the M-200 Maintenance and Protection of Traffic lump sum item.

001-1.44 MAINTENANCE OF THE EXISTING AIRFIELD LIGHTING. The existing airfield lighting systems shall be maintained throughout construction (except for periods when the an active airfield surface is closed). At the end of each day's construction activities, the Contractor shall assist the Engineer in a lighting check to verify that construction activities have not affected the operation of the airfield lights. All lights and signs on closed taxiway shall be covered during the duration of the phase.

001-1.45 ACCEPTANCE TESTING. All acceptance testing of materials required by various sections of the Specifications will be at no cost to the Contractor unless otherwise specified herein.

However, the Contractor will pay for the cost of any retesting required because the materials did not pass the acceptance tests.

001-1.46 PROJECT PHOTOGRAPHS. Project photographs are not required, including any Project Aerial Photographs.

001-1.47 DAVIS-BACON AND WAGE COMPLIANCE. This Project is subject to the requirements of the Davis-Bacon Act, The Contract Work Hours and Safety Act, and The Copeland Act. This contract is also required to meet the Massachusetts Prevailing Wage Rates.

The Contractor (also referred to as the Principal Contractor, Prime Contractor or General Contractor) is responsible for full compliance of all employers (the Contractor, Subcontractor, any/all lower-tier Subcontractors) with the labor standards and provisions applicable to this Project.

All certified payrolls shall be channeled through the Contractor. It shall be the Contractor’s responsibility to review all Subcontractor, and any/all lower-tier Subcontractor’s certified payrolls for compliance with the labor standards provisions applicable to this Project. Each Subcontractor and any/all lower-tier Subcontractors payroll submission shall be reviewed and stamped by the Contractor as “reviewed and found to be incompliance” prior to submission to the Engineer.

Certified payrolls shall be submitted in a format as prescribe by the law.

If the Project requires a work classification and rate that is not contained within the decisions or classifications contained within the Specifications, it shall be the Contractor’s responsibility to request an additional classification(s) from the Department of the Labor. Failure of the decision to include a classification or wage determination does not relieve the Contractor from the obligation to meet applicable classification and wage rates. If additional wage rate requests are requested by the Contractor, the Contractor shall provide a copy of all correspondence and wage requests to the Engineer and the Airport Operator.

Ocala, Florida Section M-001

Project No. 19033.11

August 2026 M-001-13

The Contractor shall post the Project’s wage rate classifications at the work site, in a location approved by the Engineer prior to starting work.

The Owner is required to conduct employee interviews for compliance with the Davis-Bacon Wage requirements. The Contractor shall make employees available for interviews.

If it is necessary to make payment restitution to employee(s) the restitution shall be made independently of standard payroll. Documentation shall be provided which details the restitution action.

Certified payrolls shall be submitted and accepted prior to the acceptance of any Periodic Cost Estimates (PCEs) for the work period covered in the PCEs. Retainage for the project will not be released until all project certified payrolls have been submitted to and accepted by the Engineer.

001-1.48 WORK FORCE UTILIZATION REPORTING.

The Contractor shall submit monthly work force utilization reports. The reports shall include the work force of the Contractor, Subcontractors and lower tiered Subcontractors. The reports shall include the following:

• A list of all workers (including classification) that worked on the Project for the reporting period. This shall include all workers in addition to those employed on the job site including, Principals, Project Managers and other office staff

• Number of hours worked on the project by each person listed for the reporting period

• Totals shall be provided separately for the Contractor, Subcontractor and lower tiered Subcontractors

• Total number of hours, including, the Contractor, Subcontractor and lower-tiered Subcontractors.

Monthly utilization reports will be required prior to the acceptance of any Periodic Cost Estimate (PCE). Retainage for the project will not be released until all project work force utilization reporting has been submitted to and approved by the Engineer.

One report will be required for this 21-day contract period.

001-1.49 MONTHLY DBE REPORTING. This Project does not require Monthly Disadvantage Business Enterprise (DBE) Reporting.

001-1.50 OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)

DOCUMENTATION. All employees to be employed at the job site shall have successfully completed a course in construction safety and health approved by the United States Occupational Safety and Health Administration (OSHA) that is ten (10) hours in duration at the time the employee begins work.

Ocala, Florida Section M-001

Project No. 19033.11

August 2026 M-001-14

The Contractor shall furnish documentation of successful completion of said course by either a copy of the OSHA card or a letter or certificate of completion from the person or company that administered the course. OSHA documentation shall be provided prior to any person beginning work on the site. It is recommended that Contractors and Subcontractors provide a copy of OSHA documentation for all employees prior to the start of work.

Periodic Cost Estimates will not be accepted for payment unless all OSHA documentation has been received. Retainage for the Project will not be released until all Project OSHA cards have been submitted to and approved by the Engineer.

001-1.51 CONTRACT CHANGE ORDERS. Any work to be included in this Project by Change Order must be approved by the FAA, Ocala International Airport, and FDOT.. Any additional cost for change order work shall be at a fair and reasonable cost to the Owner. The Contractor shall provide a detailed breakdown of costs on all Change Order work. The break down shall use Contract unit prices, if available. If Contract unit prices are not available the Contractor shall provide a detailed breakdown of costs, indicating labor, equipment, and materials as separate line items and then sum together for a subtotal. Material costs shall include copies of supplier’s quotes.

Administrative costs, including but not limited to, office time and cost to increase the bonds or insurance will not be eligible for consideration in the change order. Labor costs for pricing Change Orders shall be actual rates including fringes without mark-up. Equipment costs shall be at standard industry rates, not to exceed rates as published by RS Means, or other approved industry rate guide line.

Mark-up for overhead and profit shall be limited to ten (10) percent for the Contractor or Subcontractor performing the Change Order work. When a Subcontractor or lower-tiered Subcontractor is performing the Change Order work, each Subcontractor or Contractor above the firm performing the Change Order work shall be limited to a five (5) percent mark-up for overhead and profit. The total mark-up for any Change Order shall not exceed twenty (20) percent of the change order prior to the application of profit.

001-1.52 SUBSTANTIAL COMPLETION. Substantial Completion shall be achieved when work is complete and the work areas can be occupied or utilized for their intended purpose by…