ORL_BP-050_60Pct_Specs.pdf

PROJECT MANUAL

INCLUDING CONSTRUCTION SPECIFICATIONS

for

BP-050

RUNWAY 7-25 REHABILITATION AND RELATED WORK

60% SUBMITTAL

ORLANDO EXECUTIVE AIRPORT

Orlando, Florida 32827

Issue Date

FEBRUARY 2025

GREATER ORLANDO AVIATION AUTHORITY

Documents Prepared and Submitted by:

AVCON, INC.

5555 East Michigan Street, Suite 200, Orlando, FL 32822 Phone: 407.599.1122 / Fax: 407.599.1133

2024.0070.02

PAGE INTENTIONALLY LEFT BLANK

ORLANDO EXECUTIVE AIRPORT (ORL) TABLE OF CONTENTS

BP-050 ORL RUNWAY 7-25 REHAB. & RELATED WORK

AVCON, INC. TOC-i FEBRUARY 2025

TABLE OF CONTENTS

DIVISION 00

(GOAA to provide)

DIVISION 01 – GENERAL REQUIREMENTS

Summary of Work ............................................................................................................. 01 11 00 Allowances ........................................................................................................................ 01 21 00 Project Management and Coordination ............................................................................ 01 31 00 Project Meetings ............................................................................................................... 01 31 19 Scheduling of Work ........................................................................................................... 01 32 13 Photographic Documentation ............................................................................................ 01 32 33 Shop Drawings, Product Data and Samples ..................................................................... 01 33 23 References ........................................................................................................................ 01 42 00 Quality Control .................................................................................................................. 01 45 00 Temporary Facilities and Controls .................................................................................... 01 50 00 Product Requirements ...................................................................................................... 01 60 00 Field Engineering .............................................................................................................. 01 71 23 Cutting and Patching ......................................................................................................... 01 73 29 Final Cleaning ................................................................................................................... 01 74 23 Closeout Submittals .......................................................................................................... 01 78 00

TECHNICAL SPECIFICATIONS

Contractor Quality Control Program (CQCP) ........................................................................ C-100 Temporary Air and Water Pollution, Soil Erosion, and Siltation Control ............................... C-102 Construction Survey .............................................................................................................. C-104 Mobilization ........................................................................................................................... C-105 Safety, Security, and Maintenance of Traffic ........................................................................ C-106 Construction Safety and Phasing Plan (CSPP) ................................................. C-106 Appendix 1 Method of Estimating Percentage of Material within Specification Limits (PWL) .................. C-110 Preparation/Removal of Existing Pavements ........................................................................ P-101 Excavation, Subgrade, and Embankment ............................................................................. P-152 Controlled Low-Strength Material (CLSM) ............................................................................ P-153 Asphalt Mix Pavement .......................................................................................................... P-401 Emulsified Asphalt Tack Coat ............................................................................................... P-603 Joint Sealants for Pavements ............................................................................................... P-605 Adhesive Compounds, Two-Component for Sealing Wire and Lights in Pavement ............. P-606 Concrete for Miscellaneous Structures ................................................................................. P-610 Runway and Taxiway Marking ............................................................................................. P-620 Saw-Cut Grooves ................................................................................................................. P-621 Pipe for Storm Drains and Culverts ...................................................................................... D-701 Seeding .................................................................................................................................. T-901 Sodding ................................................................................................................................. T-904 Topsoil ................................................................................................................................... T-905 Mulching ................................................................................................................................. T-908 General Provisions and Requirements for Electrical Work ................................................ SP-100 General Electrical Safety Requirements and Temporary Airfield Lighting ......................... SP-104 Alterations, Removal and Demolition ................................................................................. SP-105

ORLANDO EXECUTIVE AIRPORT (ORL) TABLE OF CONTENTS

BP-050 ORL RUNWAY 7-25 REHAB. & RELATED WORK

AVCON, INC. TOC-ii FEBRUARY 2025

Submittals, Record Documents and Maintenance Manuals .............................................. SP-106 Airport Wind Cones ................................................................................................................ L-107 Underground Power Cable for Airports ................................................................................. L-108 Airport Transformer Vault and Vault Equipment .................................................................... L-109 Power Systems Study with Arc Flash Analysis ............................................ SP-109S-26 08 00.03 Allowances ........................................................................................................... SP-109S-16990 Airport Underground Electrical Duct Banks and Conduits ..................................................... L-110 Installation of Underground Electrical Directional Bore Duct ............................... SP-110S-02310 Airfield Electrical Installation Testing ................................................................................. SP-111 Electrical Manholes and Junction Structures ......................................................................... L-115 Installation of Airport Lighting Systems ................................................................................. L-125 Installation of Precision Approach Path Indicator – Style B ............................................... SP-154 Installation of Runway End Indicator Light – LED ............................................................... SP-155

ORLANDO EXECUTIVE AIRPORT SUMMARY OF WORK

BP-050, RUNWAY 7-25 REHABILITATION SECTION 01 11 00

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AVCON, INC. GOAA 2019

SECTION 01 11 00 - SUMMARY OF WORK

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and General Conditions of Contract, including other Division 1 Specification Sections, apply to this Section.

1.2 PROJECT DESCRIPTION

A. Project/Work Identification:

1. The General overall description of the Work of the Contract for the:

BP-050, RUNWAY 7-25 REHABILITATION AND RELATED WORK

Orlando Executive Airport Orlando, Florida can be summarized for purposes of administration and payment in the manner of project segments as follows:

2. The Project consists of asphalt milling and an asphalt overlay for Runway 7-25, replacement of Runway 7-25 lighting, signage, and associated electrical infrastructure with LED technology, milling and repaving of Runway 13-31 within the Runway 7-25 Runway Safety Area, minor milling and resurfacing at taxiway connectors to provide smooth transitions from Runway 7-25 pavement, removal of excess pavement in the runway/runway intersection and Runway 7-25/Taxiway E intersection, replacement and relocation of the Runway 25 REILs, replacement/modifications to Taxiway lighting, signage, electrical infrastructure as needed for the excess pavement demolition in the Taxiway E intersection, and replacement of the Runway 7 2-Box incandescent PAPI system with a 4-Box LED PAPI system subject to evaluation of the critical design/clearance surfaces. Associated work elements will include airfield electrical vault modifications and upgrades, airfield pavement markings, and minor stormwater drainage inspections and improvements.

3. The Project shall target sustainable solutions to salvage, recycle, or dispose of nonhazardous construction waste, however a goal has not been established for this project due to the scope and nature of the work. Airfield lighting components shall be turned over to the airport for re-use and salvaging of parts and materials and asphalt millings will be deferred to the Contractor for use in improving stabilized access routes for construction and reuse as RAP (Recycled Asphalt Pavement) on current/on-going construction efforts.

1.3 CONTRACTOR USE OF PREMISES

A. Limit use of the premises to construction activities within areas indicated; allow for any Owner and tenant occupancy, and use by the public.

1. Minimize any disruption to all operating areas, including parking areas.

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AVCON, INC. GOAA 2019

a. Existing public services and utility systems shall remain in operation during the construction period, excluding times required for installation of new work unless specifically allowed by the Contract.

b. Schedule and coordinate outages and interruptions of public service with the OAR.

See the specific forms for processes and time constraints. Utilize the following forms:

1) Form #018 System Interruption/Utility Outage Notification.

2) Form #018a System Interruption/Utility Outage Notification Procedured.

3) Form #018b Roofing Impact Notification

4) Form #018c Security System Interruption/Outage Request

2. Provide all temporary directional signage, safety, and barricading required for passenger services.

a. Submit a plan indicating signage, safety, and barricading for access routes, storage areas and work sites, at the pre-construction meeting.

b. Directional signing at the access gate and or along the delivery route to the storage area or work site shall be as directed by the OAR.

3. Confine operations to areas within Contract limits indicated. Portions of the site beyond areas in which construction operations are indicated are not to be disturbed.

4. Access to site shall be shown on the plans or as directed by the OAR. Do not permit any unauthorized construction personnel or traffic on the site. Provide for traffic control to and from the various construction areas. Immediately clean-up any debris deposited along the access road as a result of construction traffic.

a. Keep driveways and entrances serving the premises clear and available to the Owner, Tenant, their employees at all times, and the public. Do not use these areas for parking or storage of materials. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on site.

5. All material orders for delivery to the site will use as a delivery address the access point at the Contractor’s storage site.

a. Coordinate with the OAR and allow for the least possible disruption of the facilities normal operations for delivery of materials and removal of demolished and discarded materials.

b. Delivery of materials and removal of demolished and discarded materials shall be scheduled as follows:

1) Schedule and coordinate all deliveries and removal of debris in accordance with the working hours and timeframes for each work area in accordance with the approved Construction Safety and Phasing Plan.

6. The limits of construction material storage areas, equipment storage areas, and parking areas shall be as indicated in the documents or as directed by the OAR. Erect and maintain suitable fencing, marking and warning devices suitable for both day/night use to delineate the perimeter of all such areas. Refer to specification Section 01 55 30 Requirements for Use of Canal Road.

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AVCON, INC. GOAA 2019

B. Use of the Existing Building: Maintain the existing building in a weathertight condition throughout the construction period. Repair damage caused by construction operations. Take all precautions necessary to protect the building and its occupants during the construction period.

1.4 OWNER OCCUPANCY

A. Full Owner Occupancy: The Owner, its tenants, and the public will occupy the site and existing building and adjacent facilities (outside the limits of the construction area unless specified) during the entire construction period. Cooperate with the Owner during construction operations to minimize conflicts, facilitate occupancy usage, and protect persons and property in the project area during the entire construction period. Perform the Work so as not to interfere with the Owner's operations.

1. All work shall be scheduled and carried out in accordance with the work area, phase, and time limit restrictions noted in the approved Construction Safety and Phasing Plan.

1.5 LAWS, PERMITS, AND REGULATIONS

A. Comply with all applicable laws, ordinances, regulations, codes, ADA requirements.

B. Obtain and pay for all license and permits, all fees and charges for connection to outside services and parking for Contractor's vehicles.

C. Abide by FAA and Owner’s safety and security regulations and procedures relative to access to, and work in, Airport Operations Areas and secured facilities.

D. Comply with Owner’s insurance requirements.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION (Not Applicable)

END OF SECTION 01 11 00

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AVCON, INC. GOAA 2019

ORLANDO EXECUTIVE AIRPORT ALLOWANCES

BP-050, RUNWAY 7-25 REHABILITATION SECTION 01 21 00

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01 21 00 - 1 AVCON, INC.«Consult» GOAA July 2019

SECTION 01 21 00 - ALLOWANCES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and General Conditions of the Contract, including other Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes administrative and procedural requirements governing allowances.

B. All applicable allowances are listed on the Bid Form.

1.3 SCOPE, SELECTION AND PRICING

A. For each Work item covered by an allowance, including concealed conditions, the Contractor shall submit a Request for Change Order (RCO) at the earliest practical date after award of the Contract or upon discovery of the condition. The RCO shall include the scope of work, the schedule and the amount of allowance to be used for the Work item. The OAR will process a Contract Modification for the Work item in accordance with the terms of the Contract. Note that the General Conditions outline the various types of Contract Modifications as well as various methods of payment, including Force Account provisions.

B. At the OAR’s request, submit proposals for each applicable allowance item for use in making final selections. Include recommendations that are relevant to performing the Work.

C. Purchase products and systems selected by the OAR. Do not begin Work on an item covered by an allowance until a Contract Modification has been authorized by the Owner.

1.4 SUBMITTALS

A. General: Submit proposals for the work included in allowances, in the form specified for Change Orders.

1. Submit invoices or delivery slips to show the actual quantities of materials delivered to the site for use in fulfillment of each allowance.

1.5 ALLOWANCES

A. Use the allowance only as directed by the OAR or Owner for the Owner's purposes. The inclusion of Allowances in the Contract is not a guarantee that payment will be made for any amount of the allowance unless the Owner has determined there has been full compliance with the Contract Documents for each Allowance.

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BP-050, RUNWAY 7-25 REHABILITATION SECTION 01 21 00

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B. Allowances shall only include the Contractor's direct costs and mark-up in accordance with the Changes in the Work Article of the General Conditions.

1.6 UNUSED ALLOWANCES

A. At Project close-out, credit all unused Allowance monies to the Owner by Change Order.

PART 2 - PART 2 - PRODUCTS (Not Applicable)

PART 3 - PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine products covered by an Allowance promptly upon delivery for damage or defects. Report findings and proposed corrective action to the OAR in writing.

3.2 PREPARATION

A. Coordinate all work for each Allowance with related materials and installations to ensure that each allowance item is completely integrated and interfaced with related work.

3.3 SCHEDULE OF ALLOWANCES

A. Coordinate all work for each Allowance with related materials and installations to ensure that each allowance item is completely integrated and interfaced with related work.

1. Item D-701-1: Drainage Pipe Rehabiliation Allowance – $200,000.00

a. This item shall include the cleaning and televising of the existing drainage line that crosses Runway 7-25 west of the Runway 13-31 intersection, and shall also include repairs, rehabilitation, and/or replacements necessary to ensure that the drainage pipe infrastructure under and adjacent to Runway 7-25 is in acceptable condition to outlive the runway rehabilitation lifecycle.

END OF SECTION 01 21 00

ORLANDO EXECUTIVE AIRPORT PROJECT MANAGEMENT AND COORDINATION

BP-050, RUNWAY 7-25 REHABILITATION SECTION 01 31 00

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SECTION 01 31 00 - PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and General Conditions of the Contract, including other Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes administrative and supervisory requirements necessary for coordinating construction operations including, but not necessarily limited to, the following:

1. General project coordination procedures.

2. Conservation.

3. Coordination Drawings.

4. Administrative and supervisory personnel.

5. Cleaning and protection.

1.3 COORDINATION

A. Coordinate construction operations included in various Sections of these Specifications to assure efficient and orderly installation of each part of the Work. Coordinate construction operations included under different Sections that depend on each other for proper installation, connection, and operation.

1. Schedule construction operations in the sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation.

2. Coordinate installation of different components to assure maximum accessibility for required maintenance, service, and repair.

3. Make provisions to accommodate items scheduled for later installation.

B. Where necessary, prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and attendance at meetings.

1. Prepare similar memoranda for the OAR and separate contractors where coordination of their work is required.

C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities to avoid conflicts and assure orderly progress of the Work. Such administrative activities include, but are not limited to, the following:

1. Preparation of schedules.

2. Installation and removal of temporary facilities.

3. Delivery and processing of submittals.

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01 31 00 - 2 AVCON, INC. GOAA July 2019

4. Progress meetings.

5. Project closeout activities.

D. Conservation: Coordinate construction operations to assure that operations are carried out with consideration given to conservation of energy, water, and materials.

1. Salvage materials and equipment involved in performance of, but not actually incorporated in, the Work.

1.4 SUBMITTALS

A. Coordination Drawings: Prepare coordination drawings where careful coordination is needed for installation of products and materials fabricated by separate entities. Prepare coordination drawings where limited space availability necessitates maximum utilization of space for efficient installation of different components.

1. Show the relationship of components shown on separate Shop Drawings.

2. Indicate required installation sequences.

3. Comply with the Article “Submittals” contained in each section.

B. Staff Names: At the Pre-Construction meeting, submit a list of the Contractor's principal staff assignments, including the superintendent and other personnel in attendance at the Project Site. Identify individuals and their duties and responsibilities. List their addresses and telephone numbers.

1. Post copies of the list in the Project meeting room, the temporary field office, and each temporary telephone.

PART 2 - PART 2 - PRODUCTS (Not Applicable)

PART 3 - PART 3 - EXECUTION

3.1 GENERAL COORDINATION PROVISIONS

A. Inspection of Conditions: Require the Installer of each major component to inspect both the substrate and conditions under which Work is to be performed. Do not proceed until unsatisfactory conditions have been corrected in an acceptable manner.

B. Coordinate temporary enclosures with required inspections and tests to minimize the necessity of uncovering completed construction for that purpose.

3.2 CLEANING AND PROTECTION

A. General: Refer to Division 01 74 23 for cleaning and environmental requirements, as well as all other requirements outlined within the General Conditions of the Contract for Construction.

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B. Cleaning: Cleaning shall be performed by the Contractor on a daily basis. The entire Work area shall be left in a broom clean, or equivalent condition free of FOD (foreign object debris) or other deleterious materials to the satisfaction of the OAR and airport operations.

1. Clean and protect construction in progress and adjoining materials in place, during handling and installation. Apply protective covering where required to assure protection from damage or deterioration until Substantial Completion is accepted.

2. Clean and provide maintenance on completed construction necessary through the remainder of the construction period. Adjust and lubricate operable components to assure operability without damaging effects.

C. Protection - Limiting Exposures: Supervise construction operations to assure that no part of the construction, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period.

END OF SECTION 01 31 00

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01 31 00 - 4 AVCON, INC. GOAA July 2019

ORLANDO EXECUTIVE AIRPORT PROJECT MEETINGS

BP-050, RUNWAY 7-25 REHABILITATION SECTION 01 31 19

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01 31 19 - 1

SECTION 01 31 19 - PROJECT MEETINGS

PART 1 - GENERAL

1. 1 RELATED DOCUMENTS

A. Drawings and General Conditions of the Contract, including other Division 1 Specification Sections, apply to this Section.

1. 2 SUMMARY

A. This Section specifies administrative and procedural requirements for project meetings, including, but not limited to, the following:

1. Job coordination meetings (JCMs).

2. Preconstruction/preinstallation conferences.

1. 3 PROGRESS MEETINGS

A. General: Conduct Job Coordination Meetings (JCMs) at the Project Site, or at an alternate location designated by the OAR on a bi-weekly basis.

1. The Owner may request additional Job Coordination Meetings or may require the Contractor to increase the frequency of JCMs, to once-a-week, depending upon project progress.

Additional meetings or changes in meeting frequency, as directed by the OAR, shall not affect the cost of the original Contract.

B. Attendees: In addition to the Contractor, Designer and OAR, each subcontractor, supplier, or other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented. All participants at the conference shall be familiar with the Project and authorized to conclude matters relating to the Work.

C. Agenda: The OAR will record meeting minutes and update the agenda.

1. Contractor's Construction Schedule: Review progress since the last meeting. Determine where each activity is in relation to the Contractor's Construction Schedule, whether on time or ahead or behind schedule. Discuss whether schedule revisions are required to insure that current and subsequent activities will be completed within the Contract Time.

2. Contractors Look Ahead: Contractor shall present and distribute a three (3) week look ahead schedule during the “Schedule” portion of the meeting.

3. Review the present and future needs of each entity present, including such items as:

a. Interface requirements.

b. Time.

c. Sequences.

d. Deliveries.

e. Off-site fabrication problems.

f. Access.

01 31 19 - 2

g. Site utilization.

h. Submittals.

i. Requests for information.

j. Non-compliance notices.

k. Temporary facilities and services.

l. Hours of work.

m. Resource allocation.

n. Hazards and risks.

o. Housekeeping.

p. Quality and work standards.

q. Safety issues.

r. Change orders.

s. Documentation of information for payment requests.

t. Sustainable Design Requirements

D. Reporting: Transcript copies of each meeting will be distributed to each attendee and to those parties who were scheduled but unable to attend.

E. Schedule Updating: Refer to Section 01 32 13, Scheduling of Work.

F. As-Built Documents: Review progress of as-built documents for all disciplines of work. The Contractor and OAR shall coordinate a time to review the as-built documents the same day as the

JCM.

1. 4 PRECONSTRUCTION/ PREINSTALLATION CONFERENCES

A. General: Where required by the OAR or by individual specification sections, conduct preconstruction conferences at the Project Site before each construction activity that requires coordination with other construction.

B. Attendees: The Installer and representatives of manufacturers and fabricators involved in or affected by the installation, and its coordination or integration with other materials and installations that have preceded or will follow, shall attend the meeting. Advise the OAR of scheduled meeting dates.

1. Review the progress of other construction activities and preparations for the particular activity under consideration at each preconstruction conference, including, but not limited to, the following:

a. Contract Documents.

b. Options.

c. Shop Drawings, Product Data, and quality-control samples.

d. Coordination requirements.

e. Time schedules.

f. Weather limitations.

g. Manufacturer's recommendations.

h. Warranty requirements.

i. Governing regulations.

j. Inspecting and testing requirements.

k. Recording requirements.

l. Protection.

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m. Related change notices.

n. Purchases.

o. Deliveries.

p. Possible conflicts.

q. Compatibility problems.

r. Acceptability of substrates.

s. Temporary facilities.

t. Space and access limitations.

u. Safety.

v. Required performance results.

2. Record significant discussions of each conference, and the approved schedule. Promptly distribute a typewritten copy of the record of the meeting to all attendees.

PART 2 – PRODUCTS (Not Applicable)

PART 3 – EXECUTION (Not Applicable)

END OF SECTION 01 31 19

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ORLANDO EXECUTIVE AIRPORT SCHEDULING OF WORK

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SECTION 013213 – SCHEDULING OF WORK

PART 1 – GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and General Conditions of Contract, including other Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section provides for the comprehensive depiction, measurement, assessment and reporting of project progress and status pursuant to the sub-articles entitled "Contractor's Construction Schedules" of the General Conditions. The Contractor's responsibility shall include scheduling of all work within its Contract scope of work, creation of a Preliminary Schedule, a Baseline Schedule, production of reports, narratives, execution of the plan described by the current accepted schedule, participation in meetings with the OAR, and submission of Progress Schedules and revision data, as set forth herein. Conventional Critical Path Method (CPM) techniques must be utilized to satisfy the requirements of this section.

1.3 DEFINTIONS

A. Activity: A discrete entity of a project schedule that when combined relationally with others develop a network that can be used for planning, scheduling and monitoring of a construction project.

Activities contain durations derived from applied resources such as cost, manpower, equipment and material.

1. Critical Activity: An activity that must start and finish as planned.

2. Predecessor Activity: An activity preceding another activity in a network.

3. Successor Activity: An activity succeeding another activity in a network.

B. Critical Path Method (CPM): An analytical process of scheduling activities using formalized procedures such as “forward pass” and “backward pass” establishing the optimum sequence and duration of operation inclusive of the interrelation of the effort required for the timely completion of the project. Forward pass calculations provide the earliest time in which a project can complete providing “early” dates. Backward pass calculations provide the latest time in which a project can complete providing “late” dates.

C. Total Float: The difference between the early and late dates and is the amount of time an activity can be delayed without delaying the overall project completion.

1. Float is not intended for the exclusive use or benefit of either the Owner or Contractor. It is considered jointly owned by both parties and is a resource available as needed to meet the Contract Times.

2. Float suppression techniques such as use of discretionary logic, inflated activity duration and/or lag/lead is prohibited.

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D. Critical Path: The longest continuous path of interrelated activities with the least amount of total float establishing the minimum overall duration of the project from the data date to completion.

E. Data Date: The date (and time) by which all progress is captured for a given time period.

F. Work Breakdown Structure (WBS): A hierarchical arrangement that defines the project by phases, deliverables and work packages.

1. WBS shall be the Contractor’s primary means to organize the schedule. The OAR may need to dictate the Contractor’s WBS levels to adhere to the overall program organization.

2. Activity Coding at the PROJECT LEVEL can be used by the Contractor as a secondary means of organizing the schedule but GLOBAL Activity Coding is prohibited.

G. Cost Loading: The allocation of the schedule of values necessary for the completion of an activity as planned. The sum of the costs for all activities must equal the total Contract Price unless otherwise approved by the OAR.

1. Cost Loading, at a minimum, must inherently depict the monthly cash flow derived from the CPM Schedule, unless otherwise approved by the OAR.

H. Resource Loading: The allocation of manpower, material and equipment necessary for the completion of an activity as planned.

1. Manpower loading must be defined utilizing manhours per activity, unless otherwise approved by the OAR.

I. Relationship Types: Activity dependency or CPM Schedule logic

1. Finish-to-Start (FS) - A relationship between activities in which the start of a successor activity depends on the finish of its predecessor activity.

2. Start-to-start (SS) - A relationship between activities in which the start of a successor activity depends on the start of its predecessor activity.

3. Finish-to-Finish (FF) - A relationship between activities in which the finish of a successor activity depends on the finish of its predecessor activity.

4. Start-to-Finish (SF) - A relationship between activities in which the finish of a successor activity depends on the start of its predecessor activity. (Rarely used)

J. Open-Ends: Activities without predecessor or successor activities.

K. Dangling Activities: Activities with FF or SF predecessor relationship types (open start) or SS or SF successor relationship types (open finish).

1.4 QUALITY ASSURANCE

A. Scheduling Qualifications: The Contractor must employ a designated Project Scheduler or Scheduling Consultant. This specialist must be experienced in CPM Schedule development, management and reporting and have a minimum of 5 years’ experience with Primavera Scheduling Software, preferably P6, on Projects of similar size and complexity.

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1. At any time the OAR may order the Contractor to replace the designated scheduler with another if the current scheduler is deemed unacceptable based on qualifications or performance.

B. Required Computerized CPM Scheduling System: For Projects exceeding $2 million in Contract Price, Oracle Primavera P6 Professional Project Management (P6 PPM) or Oracle Primavera P6 Enterprise Project Portfolio Management (P6 EPPM) must be the computer scheduling software system utilized. For Projects less than $2 million, any other planning software may be employed (e.g. Primavera Contractor, Microsoft Project, etc.) providing the Critical Path can be derived.

Schedules for projects less than $2 million do not require resource or cost loading.

C. Schedule Alignment Meeting: Conduct a Prescheduling conference at Project Site to ensure compliance with all requirements within this Section as well as related documents as it relates to CPM Schedule development, management and reporting including but not limited to:

1. Review Planning Software.

2. Verify Scheduling Qualifications.

3. CPM Schedule Organization (WBS) and Detail.

4. Owner / Interface Milestones between concurrent or other Projects.

5. Review time required for Owner / OAR activity such as submittal review, testing and inspecting, commissioning, training and closeout.

6. Updating Procedures.

7. Activity ID Coding and File Nomenclature and submission.

8. Coordination and time commitments for subcontractors and all other entities involved.

1.5 SUBMITTALS

A. Submit the following in accordance with the General Conditions of the Contract for Construction (00 72 13).

B. Format: Submit required submittals via email unless directed otherwise by the OAR in the following format:

1. Working P6 electronic (XER) file with the following File Naming Structure indicative of Bid Package Number, Data Date and file extension:

a. BP-###_DD=dd-mmm-yy.xer(mpp)

2. PDF files for Detailed (All Activities) CPM Schedule and Longest Path with the following Title Block information (use Header and/or Footer):

a. Contractor’s Name

b. Owner’s Bid Package Number & Project Name

c. Schedule Type (e.g. “Detailed Schedule”, “Longest Path”, etc.)

d. Data Date

e. Run Date

f. File Name

g. Symbol Legend

h. P6 Project ID

i. Layout & Filter Name

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PART 2 - PRODUCTS

2.1 CONTRACTOR’S PROJECT SCHEDULES

A. Produce the following Construction Schedules in accordance with the General Conditions of the Contract for Construction (00 72 13).

1. Preliminary Schedule

2. Baseline Schedule

3. Progress Schedules

B. Produce the following Schedules as required and in accordance with the General Conditions of the Contract for Construction (00 72 13) as applicable.

1. Recovery Schedules

a. If at any time the Contractor’s Progress Schedule indicates the project is two or more weeks (14 calendar days) behind any current Contract completion date(s), the Contractor must first submit both a graphic (Longest Path) and written (narrative) report measuring the extent of the delay regardless of assumed causation and then a separate Recovery Schedule indicating means by which the Contractor intends to regain schedule compliance.

2. Job Coordination Meeting (JCM) Look-Ahead Schedules

a. With each monthly Progress Schedule, the Contractor must develop a Four Week Look-Ahead Schedule derived from the update indicating one week of As-Built progress prior to the Data Date and four weeks of As-Planned progress beyond the Data Date. It is intended that this document shall serve as the working schedule document at the JCM to ascertain incremental weekly progress until the following monthly Progress Schedule is updated. If at the discretion of the OAR this document becomes unusable due to out of sequence progress or for other reasons such that the incremental weekly progress cannot be ascertained, the Contractor must implement weekly updates until the OAR is satisfied that the progress is being accurately depicted.

b. Look-Ahead Schedules must be submitted in colored .pdf format via email to the OAR at least 48 hours prior to the JCM.

3. Delay Claim Entitlement Schedules

a. If at the Contractor’s discretion a delay beyond the Contractors control is encountered and after the Contractor has made every effort and reasonable attempt to mitigate the impacts of the delay without additional costs to the Owner or disruption to the project, a request for additional time may be requested. All requests for extensions of time must be submitted within the confines of the Contract and accompanied by a reputable delay analysis technique and narrative in accordance with the General Conditions.

Time extensions shall only be granted if the delay is excusable and impacts the critical path of the project at the time of the delay.

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4. As-Built Schedules

a. After all Contract work items are complete, and prior to final payment, the Contractor shall submit the final Progress Schedule that will be called the "As-Built" Schedule, showing actual start and actual finish dates for all schedule activities and milestones.

5. Early Completion Schedules

a. The contract completion date shall not be changed by submission of a schedule that shows an early completion unless specifically authorized by OAR Change Order.

2.2 CONTRACTOR’S SCHEDULE NARRATIVES

A. Any and all Project Schedules (e.g. Preliminary, Baseline, Progress, Recovery and/or Request for Time Extension) shall be submitted with an accompanying narrative explaining the schedule consistent with its purpose.

2.3 MONTHLY REPORTS

A. Summary Level Schedules, Cash Flow Curves and physical percent complete based on manpower analysis derived from the monthly Progress Schedule must accompany the Contractor’s Monthly Reports.

PART 3 - EXECUTION

3.1 SCHEDULE REQUIREMENTS

A. Activity Types: In addition to construction activities, the CPM Schedules shall include other individual activities and milestones as applicable:

1. Contractual milestones, such as Notice to Proceed, Substantial Completion, Certificate of Occupancy, Final Completion or any other Contract milestones.

2. Design deliverables and milestones as applicable.

3. Permitting Activities as applicable.

4. Procurement Activities such as: subcontractor scope review and buyout, submittal and shop drawing preparation, submittal approval, release and order of material and equipment, material and equipment fabrication and delivery.

5. Interim Contractor's milestones as applicable.

6. All Utility Outage Notifications (UON’s) as required.

7. Owner Activities such as Owner Furnished Contractor Installed (OFCI), Owner Furnished and Owner installed (OFOI), Tenant move-out and occupancy, swing space and Owner required utility payments or any other Owner activity that may affect schedule.

8. Completion Activities such as Commissioning, testing, turnover, training, Contractor and OAR punch and final inspections by system.

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B. The OAR may identify additional interfaces during the course of the Work and the Contractor will incorporate these in the Progress Schedule as required. No composite activities allowed. The CPM Schedules must break out all activities into their respective trades. At a minimum, at least one construction activity and one procurement string must be identified in the CPM Schedules for each subcontractor on the project as applicable.

C. Activity ID’s: The Contractor’s CPM Schedule shall contain an intelligent activity identification coding system that must include the Bid Package Number (BP-###) as a prefix to all Activity ID’s in the schedule. If activities are deleted from the schedule after the Baseline has been accepted, the Contractor must log these occurrences and submit this information to the OAR consistent with the schedule submission inclusive of the activity deletions. It is recommended that the Contractor include this information with the accompanying schedule narrative. Duplication of Activity ID’s with differing activity descriptions is prohibited.

D. Activity Duration: With exception to the Preliminary Schedule, the duration for each activity shall be based on manpower assignment and production rates estimated in work days and may not exceed 20 days except for:

1. Procurement Activities such as fabrication or lead time. Procurement activity strings must include separate activities for submittal preparation, approval, release and order, fabricate and delivery. Any procurement activity requiring duration greater than 60 days must be explained by the Contractor before accepted into the CPM Schedules by the OAR.

E. Activity Relationships: Precedence diagramming method with the four conventional relationship types shall be utilized to show activity dependence. At a minimum, each activity shall have one FS or SS predecessor and one FS or FF successor with the exception of the first and last activities in the network such that no other activities shall be open-ended or dangling.

F. Lags and Leads: The use of lags or leads between activities is not encouraged. Instead, it is preferable to use an activity to represent the time lapse between two activities. The use of negative lags is prohibited.

G. Date Constraints: The use of constraints is not encouraged but at times necessary especially considering internal Owner operation and external Owner projects that may be occurring simultaneously with inter-project dependency. Any use of constraints must be explained by the Contractor consistent with the schedule submission inclusive of the constraint(s). Depending on the type of constraint(s) used and where the constraint(s) are applied may lead to suspect schedule calculations specifically related to total float. It is the responsibility of the Contractor to verify the accuracy of the schedule calculations derived from the use of constraints.

H. Calendars: With the sole exception of the required Global Resource Calendar, all calendars must be represented on the Project Level and shall not inherit holidays or exceptions derived from their originating Global Calendar. Any other use of Global Calendars is prohibited. Any schedule submitted with Global Calendars will be rejected and not accepted until remedied. It is recommended that the Contractor develop the following Project Calendars with the following labels:

1. BP-###: 5 Day-8hrs/day (with 7 standard holidays) depicting the standard work week (M-F) with Saturday, Sundays and the Standard Holidays represented as non-work days. Standard holidays include: New Year’s Day, Memorial Day, Fourth of July, Labor Day, Thanksgiving Day and Friday after and Christmas Day.

a. Assign this calendar to all Contractors’ general work activities.

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b. Assign this calendar to all Owner activity.

2. BP-###: 7 Day-8hrs/day (All Days) depicting all days containing no holidays or non-work days.

a. Assign this calendar to all Summary or Level of Effort Activities.

b. Assign this calendar to Contractual Milestones.

I. Other Project Calendars may be used as needed by the Contractor on a case by case basis but in each case, supporting documentation explaining its use must be submitted to the OAR for acceptance. All Project Calendars detailed work hours by work day must be set to 8:00am-12:00pm and from 1:00pm-5pm with 12:00pm-1:00pm represented as a non-work hour such that each work day is representative of 8 hours unless approved otherwise by the OAR.

J. Activity Coding: The Contractor must utilize WBS to organize the CPM Schedules. Prior to and part of the OAR’s Baseline Schedule acceptance, the Contractor must provide the OAR their proposed WBS for OAR approval.

K. Data Dates: The Data Date shall be controlled by the OAR so that all Contractors are using the exact same dates each month consistent with the Owner’s overall program. The Owner shall provide the Contractor reporting calendar information where monthly update Data Dates will be specified.

3.2 CONTRACT MODIFICATIONS

A. For each proposed contract modification and concurrent with its submission, the Contractor shall prepare a delay analysis demonstrating the impact of the proposed change on the overall project schedule or interim contract milestone(s) if applicable. If said change is approved by the OAR, the Contractor shall incorporate the contract modification into the Progress Schedules for the period in which the change was issued.

3.3 SCHEDULE CALCULATIONS AND DIAGNOSTICS

A. Multiple Project Schedules will be maintained within the OAR’s scheduling system. As such, all schedule data submitted by the Contractor must be submitted on the Project Level. No Global data shall be accepted unless specified otherwise herein.

B. Schedule Calculations and Settings:

1. Maintain open-ended activities as non-critical.

2. All project schedule files shall be updated with actual progress using retained logic prior to submission. Progress override is prohibited.

3. Start-to-Start lag shall be calculated from Early Start.

4. Define critical activities as Longest Path providing it is a continuous path emanating from the

Data Date to project completion. Otherwise, use total float less than or equal to zero days.

5. Compute total float as finish float.

6. Relationship Lag shall be calculated based on the Predecessor Activity Calendar.

7. Use Remaining Duration to ascertain activity progress and not percent complete.

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C. Schedule Diagnostics: All Project Schedules shall be calculated and analyzed then corrected for all open ended and dangling activities, out of sequence progress and associated schedule corrections as applicable. No activities shall be progressed beyond the Data Date.

3.4 SPECIAL SCHEDULE REPORTS

A. At times and within reason, the OAR may direct the Contractor to develop special reports as needed.

END OF SECTION 01 32 13

ORLANDO EXECUTIVE AIRPORT PHOTOGRAPHIC DOCUMENTATION

BP-050, RUNWAY 7-25 REHABILITATION SECTION 01 32 33

01 32 33 - 1

SECTION 01 32 33 - PHOTOGRAPHIC DOCUMENTATION

PART 1 - GENERAL

1. 1 RELATED DOCUMENTS

A. Drawings and General Conditions/Provisions of the Contract, including Contractual Conditions and other Division 1 Specification Sections, apply to this Section.

1. 2 SUMMARY

A. Section includes administrative and procedural requirements for the following:

1. Preconstruction videos.

2. Periodic construction photographs.

3. Final completion construction photographs.

1. 3 INFORMATIONAL SUBMITTALS

A. Key Plan: Submit key plan of Project site and building with notation of vantage points marked for location and direction of each photograph and video recording. Indicate elevation or story of construction. Include same information as corresponding photographic documentation.

B. Digital Photographs: Submit image files within three days of taking photographs.

1. Submit photos by uploading to Owner’s web-based project software site. Include copy of key plan indicating each photograph's location and direction.

2. Identification: Provide the following information with each image description in web-based project software site:

a. Name of Project.

b. Name and contact information for photographer.

c. Name of OAR

d. Name of Contractor.

e. Date photograph was taken.

f. Description of location, vantage point, and direction.

g. Unique sequential identifier keyed to accompanying key plan.

C. Video Recordings: Submit video recordings within seven days of recording.

1. Submit video recordings by uploading to the Owner’s web-based project software site.

Include copy of key plan indicating each video's location and direction.

2. Identification: With each submittal, provide the following information on web-based project software site:

a. Name of Project.

b. Name and address of photographer.

c. Name of OAR

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d. Name of Contractor.

e. Date video recording was recorded.

f. Description of vantage point, indicating location, direction (by compass point), and elevation or story of construction.

1. 4 FORMATS AND MEDIA

A. Digital Photographs: Provide color images in JPG format, produced by a digital camera with minimum sensor size of 12 megapixels, and at an image resolution of not less than 3200 by 2400 pixels, and with vibration-reduction technology. Use flash in low light levels or backlit conditions.

B. Digital Video Recordings: Provide digital video in MPEG format. If specified in Contract Documents, provide high-resolution, digital video in MPEG format, produced by a digital camera with minimum sensor resolution of 12 megapixels and capable of recording in full high-definition mode with vibration-reduction technology. Provide supplemental lighting in low light levels or backlit conditions.

C. Digital Images: Submit digital media as originally recorded in the digital camera,…