Technical_Specifications_April_1_2025.pdf

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TECHNICAL SPECIAL PROVISION

FOR

ARCHITECTURAL/GENERAL

FINANCIAL PROJECT ID: 451524-1-38-01

Escambia County, Florida

I hereby certify that these Technical Special Provisions have been properly prepared by me, or under my responsible charge, in accordance with procedures adopted by the Florida Department of Transportation. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

The official record of this Technical Special Provision is the electronic document signed and sealed under rule 61G1-16.005 F.A.C.

Prepared By: Eric Luttmann, AIA License No. AR 97111 Company: WGI, INC.

Address: 3111 W. MLK Jr. Blvd., Suite 375 City, State, Zip: Tampa, FL, 33607

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FOR

LANDSCAPE ARCHITECTURE

FINANCIAL PROJECT ID: 451524-1-38-01

Escambia County, Florida

I hereby certify that these Technical Special Provisions have been properly prepared by me, or under my responsible charge, in accordance with procedures adopted by the Florida Department of Transportation. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

The official record of this Technical Special Provision is the electronic document signed and sealed under rule 61G10-11.011 F.A.C.

Prepared By: Laura M. Duplain, LA License No. LA6667408 Company: Halff Associates, INC.

Address: 1000 N Ashley Dr. #900 City, State, Zip: Tampa, FL, 33602

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FOR

CIVIL

FINANCIAL PROJECT ID: 451524-1-38-01

Escambia County, Florida

I hereby certify that these Technical Special Provisions have been properly prepared by me, or under my responsible charge, in accordance with procedures adopted by the Florida Department of Transportation. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

The official record of this Technical Special Provision is the electronic document signed and sealed under rule 61G15-23.004 F.A.C.

Prepared By: Austin David Cushing, PE License No. 94521 Company: Halff Associates, INC.

Address: 1000 N Ashley Dr. #900 City, State, Zip: Tampa, FL, 33602

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FOR

STRUCTURAL

FINANCIAL PROJECT ID: 451524-1-38-01

Escambia County, Florida

I hereby certify that these Technical Special Provisions have been properly prepared by me, or under my responsible charge, in accordance with procedures adopted by the Florida Department of Transportation.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

The official record of this Technical Special Provision is the electronic document signed and sealed under rule 61G15-23.004 F.A.C.

Prepared By: Cody Lambert, PE License No. 100455 Company: WGI, INC.

Address: 4700 Mueller Blvd Suite 300 City, State, Zip: Austin, TX 78723

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FOR

MECHANICAL/PLUMBING

FINANCIAL PROJECT ID: 451524-1-38-01

Escambia County, Florida

I hereby certify that these Technical Special Provisions have been properly prepared by me, or under my responsible charge, in accordance with procedures adopted by the Florida Department of Transportation.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

The official record of this Technical Special Provision is the electronic document signed and sealed under rule 61G15-23.004 F.A.C.

Prepared By: Stephen R. Forkner, PE License No. 80532 Company: WGI, INC.

Address: 3111 W. Dr. Martin Luther King Jr. Blvd, Suite 375 City, State, Zip: Tampa, FL, 33607

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FOR

ELECTRICAL

FINANCIAL PROJECT ID: 451524-1-38-01

Escambia County, Florida

I hereby certify that these Technical Special Provisions have been properly prepared by me, or under my responsible charge, in accordance with procedures adopted by the Florida Department of Transportation.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

The official record of this Technical Special Provision is the electronic document signed and sealed under rule 61G15-23.004 F.A.C.

Prepared By: Aaron Joseph, PE License No. 85273 Company: WGI, INC.

Address: 3111 W. Dr. Martin Luther King Jr. Blvd, Suite 375 City, State, Zip: Tampa, FL, 33607Tel.

(407) 790-7397

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FOR

SECURITY/TELECOMMUNICATIONS

FINANCIAL PROJECT ID: 451524-1-38-01

Escambia County, Florida

I hereby certify that these Technical Special Provisions have been properly prepared by me, or under my responsible charge, in accordance with procedures adopted by the Florida Department of Transportation.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

The official record of this Technical Special Provision is the electronic document signed and sealed under rule 61G15-23.004 F.A.C.

Prepared By: Gabriel Benavides Jr., PE License No. 97009 Company: Halff Associates, INC.

Address: 5000 W. Military Hwy #100 City, State, Zip: McAllen, TX, 78503Tel.

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FOR

INTEGRATED TECHNOLOGY SYSTEMS

FINANCIAL PROJECT ID: 451524-1-38-01

Escambia County, Florida

I hereby certify that these Technical Special Provisions have been properly prepared by me, or under my responsible charge, in accordance with procedures adopted by the Florida Department of Transportation.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

The official record of this Technical Special Provision is the electronic document signed and sealed under rule 61G15-23.004 F.A.C.

Prepared By: Bryan Paul Hubbard, PE License No. 70962 Company: Halff Associates, INC.

Address: 2255 Killearn Center Blvd Suite 200 City, State, Zip: Tallahassee, FL, 32309Tel.

(407) 790

(407) 790

TABLE OF CONTENTS

THE FOLLOWING SPECIFICATION SECTIONS ARE ADDED AS A TECHNICAL SPECIAL

PROVISION AND SHALL GOVERN BUILDING CONSTRUCTION WORK.

THE LISTED SPECIFICATIONS WERE PREPARED UNDER THE DIRECT SUPERVISION OF

THE PERSON SIGNING AND SEALING THE COVER SHEET OF THESE TECHNICAL

SPECIAL PROVISIONS FOR THEIR RESPECTIVE DISCIPLINES AND FIRM INDICATED.

SECTION TITLE DISCIPLINE PAGES

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00 01 01 SIGNATURE SHEET/ TABLE OF CONTENTS Not Applicable 1 – 9

DIVISION 01 - GENERAL REQUIREMENTS FOR BUILDING

THE FOLLOWING DIVISION 01 SECTIONS ARE NOT PART OF, NOR INTENDED TO

REPLACE, "DIVISION I - GENERAL REQUIREMENTS AND COVENANTS OF FDOT

SPECIFICATIONS."

01 11 00 SUMMARY OF WORK Architectural 1 – 2 01 25 00 SUBSTITUTION PROCEDURES Architectural 1 – 5 01 29 73 SCHEDULE OF VALUES Architectural 1 – 3

01 32 00 CONSTRUCTION PROGRESS

DOCUMENTATION Architectural 1 – 18 01 33 24 SUBMITTAL MATRIX Architectural 1 – 36 01 41 26 PERMITS Architectural 1 – 2 01 42 00 REFERENCES Architectural 1 – 12 01 51 00 TEMPORARY UTILITIES Architectural 1 – 4 01 74 23 FINAL CLEANING Architectural 1 – 2 01 77 00 PROJECT CLOSEOUT Architectural 1 – 4 01 78 36 GUARANTEES/WARRANTIES/REPAIRS Architectural 1 – 2

01 78 39 RECORD DOCUMENTS, MAINTENANCE

MANUALS, AND EQUIPMENT OPERATIONAL

INSTRUCTIONS/DEMONSTRATIONS Architectural 1 – 8

01 79 00 DEMONSTRATION AND TRAINING Architectural 1 – 6

DIVISION 02 – EXISTING CONDITIONS

02 41 10 SITE CLEARING AND DEMOLITION Architectural 1 – 2

DIVISION 03 – CONCRETE

03 10 00 CONCRETE FORMING AND ACCESSORIES Civil/Structural 1 – 8 03 20 00 REINFORCING Civil/Structural 1 – 2 03 21 11 CONCRETE REINFORCMENT Civil/Structural 1 – 6 03 29 00 UNDER-SLAB VAPOR BARRIER/RETARDER Structural 1 – 2 03 30 00 CAST-IN-PLACE CONCRETE Civil/Structural 1 – 31 03 35 43 POLISHED CONCRETE FINISHING Architecture 1 – 9 03 47 13 TILT-UP CONCRETE Structural 1 – 14

TABLE OF CONTENTS – Continued . . .

SECTION TITLE DISCIPLINE PAGES

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DIVISION 04 – MASONRY

04 29 00 ENGINEERED UNIT MASONRY Structural 1 – 8

DIVISION 05 – METALS

05 12 00 STRUCTURAL STEEL FRAMING Structural 1 – 9

05 12 13 ARCHITECTURALLY EXPOSED

STRUCTURAL STEEL Structural 1 – 11 05 31 00 STEEL DECKING Structural 1 – 6

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY Architectural 1 – 6 06 40 23 INTERIOR ARCHITECTURAL WOODWORK Architectural 1 – 8

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 13 20 SELF-ADHERING SHEET UNDERLAYMENT Architectural 1 – 2 07 21 00 THERMAL INSULATION Architectural 1 – 8 07 22 00 ROOF AND DECK INSULATION Architectural 1 – 4 07 41 13 STANDING SEAM METAL ROOF PANELS Architectural 1 – 10 07 62 00 SHEET METAL FLASHING AND TRIM Architectural 1 – 4 07 84 13 PENETRATION FIRESTOPPING Architectural 1 – 6 07 84 46 FIRE-RESISTIVE JOINT SYSTEMS Architectural 1 – 4 07 92 00 JOINT SEALANTS Architectural 1 – 7

DIVISION 08 – OPENINGS

08 11 13 HOLLOW METAL DOORS AND FRAMES Architectural 1 – 8 08 14 16 FLUSH WOOD DOORS Architectural 1 – 8 08 35 13 BI-FOLD GLASS DOORS Architectural 1 – 6

08 41 13 ALUMINUM-FRAMED ENTRANCES AND

STOREFRONTS Architectural 1 – 11 08 71 00 DOOR HARDWARE Architectural 1 – 12 08 81 00 GLASS AND GLAZING Architectural 1 – 7 08 91 19 FIXED LOUVERS Architectural 1 – 5

DIVISION 09 – FINISHES

09 22 16 NON-STRUCTURAL COLD FORMED METAL

FRAMING Architectural 1 – 8

09 24 00 CEMENT PLASTERING Architectural 1 – 8 09 29 00 GYPSUM BOARD Architectural 1 – 8 09 30 13 TILE WORK Architectural 1 – 6 09 51 13 ACOUSTICAL PANEL CEILINGS Architectural 1 – 10

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09 65 13 RESILIENT BASE AND ACCESSORIES Architectural 1 – 5 09 68 13 TILE CARPETING Architectural 1 – 6 09 69 00 RAISED ACCESS FLOORING Architectural 1 – 6 09 84 00 FREEFORM BAFFLES Architectural 1 – 5 09 91 00 PAINTING Architectural 1 – 5

DIVISION 10 – SPECIALTIES

10 14 23 ROOM IDENTIFICATION SIGNAGE Architectural 1 – 7 10 21 13 TOILET COMPARTMENTS Architectural 1 – 5 10 28 13 COMMERCIAL TOILET ACCESSORIES Architectural 1 – 3 10 44 16 FIRE PROTECTION ACCESSORIES Architectural 1 – 3 10 56 13 MOBILE STORAGE SHELVING Architectural 1 – 4 10 75 16 GROUND-SET FLAGPOLES AND FLAGS Architectural 1 – 5

DIVISION 11 – EQUIPMENT

11 30 13 RESIDENTIAL KITCHEN APPLIANCES Architectural 1 – 2

DIVISION 12 – FINISHES

12 36 61 QUARTZ COUNTERTOPS Architectural 1 – 4 12 59 00 SYSTEMS FURNITURE Architectural 1 – 4

DIVISION 21 – FIRE PROTECTION

21 00 00 FIRE PROTECTION REQUIREMENTS Plumbing 1 – 7

21 05 17 SLEEVES AND SLEEVE SEALS FOR

FIRE-SUPPRESSION PIPING Plumbing 1 – 5

21 05 18 ESCUTCHEONS FOR FIRE-SUPPRESSION

PIPING Plumbing 1 – 3

21 05 23 GENEREAL-DUTY VALVES FOR

WATER-BASED FIRE SUPPRESSION PIPING Plumbing 1 – 9

21 05 53 IDENTIFICATION FOR FIRE-SUPPRESSION

PIPING AND EQUIPMENT Plumbing 1 – 6 21 11 19 FIRE-DEPARTMENT CONNECTIONS Plumbing 1 – 2 21 13 13 WET-PIPE SPRINKLER SYSTEMS Plumbing 1 – 16 21 13 16 PRE-ACTION SPRINKLER SYSTEMS Plumbing 1 – 17

21 22 00 CLEAN AGENT FIRE-EXTINGUISHING

SYSTEMS Plumbing 1 – 12

DIVISION 22 – PLUMBING

22 00 00 PLUMBING REQUIREMENTS Plumbing 1 – 10

22 05 13 COMMON MOTOR REQUIREMENTS FOR

PLUMBING EQUIPMENT Plumbing 1 – 3

22 05 17 SLEEVES AND SLEEVE SEALS FOR

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PLUMBING PIPING Plumbing 1 – 4 22 05 18 ESCUTCHEONS FOR PLUMBING PIPING Plumbing 1 – 2

22 05 19 METERS AND GAGES FOR PLUMBING

PIPING Plumbing 1 – 2 22 05 23.12 BALL VALVES FOR PLUMBING PIPING Plumbing 1 – 4 22 05 23 .14 CHECK VALVES FOR PLUMBING PIPING Plumbing 1 – 4 22 05 23 .15 GATE VALVES FOR PLUMBING PIPING Plumbing 1 – 3

22 05 29 HANGERS AND SUPPORTS FOR

PLUMBING PIPING AND EQUIPMENT Plumbing 1 – 9

22 05 48.13 VIBRATION CONTROLS FOR PLUMBING

PIPING AND EQUIPMENT Plumbing 1 – 2

22 05 53 IDENTIFICATION FOR PLUMBING PIPING

AND EQUIPMENT Plumbing 1 – 4 22 07 19 PLUMBING PIPING INSULATION Plumbing 1 – 14 22 11 16 DOMESTIC WATER PIPING Plumbing 1 – 9 22 11 19 DOMESTIC WATER PIPING SPECIALTIES Plumbing 1 – 6 22 13 16 SANITARY WASTE AND VENT PIPING Plumbing 1 – 10 22 13 19 SANITARY WASTE PIPING SPECIALTIES Plumbing 1 – 5

22 13 19.13 SANITARY DRAINS Plumbing 1 – 3 22 14 13 FACILITY STORM DRAINAGE PIPING Plumbing 1 – 6 22 14 23 STORM DRAINAGE PIPING SPECIALTIES Plumbing 1 – 4 22 33 00 ELECTRIC, DOMESTIC-WATER HEATERS Plumbing 1 – 5 22 42 13.13 COMMERCIAL WATER CLOSETS Plumbing 1 – 3 22 42 13.16 COMMERCIAL URINALS Plumbing 1 – 3 22 42 16.13 COMMERCIAL LAVATORIES Plumbing 1 – 3 22 42 16.16 COMMERCIAL SINKS Plumbing 1 – 4 22 42 23 COMMERCIAL SHOWERS Plumbing 1 – 2 22 47 16 PRESSURE WATER COOLERS Plumbing 1 – 3

DIVISION 23 - HEATING, VENTILATING AND AIR CONDITIONING

23 00 00 MECHANICAL REQUIREMENTS Mechanical 1 – 10

23 05 13 COMMON MOTOR REQUIREMENTS FOR

HVAC EQUIPMENT Mechanical 1 – 3

23 05 16 EXPANSION FITTINGS AND LOOPS FOR

HVAC PIPING Mechanical 1 – 4

23 05 17 SLEEVES AND SLEEVE SEALS FOR HVAC

PIPING Mechanical 1 – 3 23 05 19 METERS AND GAGES FOR HVAC PIPING Mechanical 1 – 6 23 05 23.12 BALL VALVES FOR HVAC PIPING Mechanical 1 – 4 23 05 23.13 BUTTERFLY VALVES FOR HVAC PIPING Mechanical 1 – 4 23 05 23.14 CHECK VALVES FOR HVAC PIPING Mechanical 1 – 4 23 05 23.15 GATE VALVES FOR HVAC PIPING Mechanical 1 – 5 23 05 23.16 PLUG VALVES FOR HVAC PIPING Mechanical 1 – 4

23 05 29 HANGERS AND SUPPORTS FOR HVAC

PIPING AND EQUIPMENT Mechanical 1 – 8

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23 05 48.13 VIBRATION AND SEISMIC CONTROLS

FOR HVAC Mechanical 1 – 3

23 05 53 IDENTIFICATION FOR HVAC PIPING AND

EQUIPMENT Mechanical 1 – 4

23 05 93 TESTING, ADJUSTING, AND BALANCING Mechanical 1 – 27

FOR HVAC

23 07 13 DUCT INSULATION Mechanical 1 – 15 23 07 16 HVAC EQUIPMENT INSULATION Mechanical 1 – 15 23 07 19 HVAC PIPING INSULATION Mechanical 1 – 20 23 08 00 COMMISSIONING OF HVAC Mechanical 1 – 10

23 09 23 DIRECT DIGITAL CONTROL (DDC) SYSTEM

FOR HVAC Mechanical 1 – 77 23 09 23.13 ACTUATORS AND OPERATORS Mechanical 1 – 7 23 09 23.23 SENSORS AND TRANSMITTERS Mechanical 1 – 21 23 09 23.33 CONTROL VALVES Mechanical 1 – 22 23 09 23.43 CONTROL DAMPERS Mechanical 1 – 5 23 21 13 HYDRONIC PIPING Mechanical 1 – 11 23 21 13.13 UNDERGROUND HYDRONIC PIPING Mechanical 1 – 6 23 21 16 HYDRONIC PIPING SPECIALTIES Mechanical 1 – 6 23 21 23 HYDRONIC PUMPS Mechanical 1 – 5 23 23 00 REFRIGERANT PIPING Mechanical 1 – 12

23 25 13 WATER TREATMENT FOR CLOSED-LOOP

HYDRONIC SYSTEMS Mechanical 1 – 5 23 29 23 VARIABLE FREQUENCY DRIVE UNITS Mechanical 1 – 7 23 31 13 METAL DUCTS Mechanical 1 – 16 23 33 00 AIR DUCT ACCESSORIES Mechanical 1 – 9 23 36 16 VARIABLE AIR-VOLUME UNITS Mechanical 1 – 5 23 37 13 DIFFUSERS, REGISTERS, AND GRILLES Mechanical 1 – 5 23 43 15 AIR PURIFICATION SYSTEM Mechanical 1 – 5 23 64 23.21 AIR-COOLED SCROLL WATER CHILLERS Mechanical 1 – 14

23 72 00 AIR-TO-AIR ENERGY RECOVERY

EQUIPMENT Mechanical 1 – 5

23 73 13 MODULAR INDOOR CENTRAL-STATION

AIR-HANDLING UNITS Mechanical 1 – 10

23 81 26.13 DUCTLESS SPLIT SYSTEM AIR

CONDITIONERS Mechanical 1 – 5

DIVISION 26 – ELECTRICAL

26 05 00 BASIC METHODS AND REQUIREMENTS Electrical 1 – 11

26 05 19 LOW VOLTAGE ELECTRICAL POWER

CONDUCTORS AND CABLES Electrical 1 – 5

26 05 26 GROUNDING AND BONDING FOR

ELECTRICAL SYSTEMS Electrical 1 – 7

26 05 29 HANGERS AND SUPPORTS FOR

ELECTRICAL SYSTEMS Electrical 1 – 3

26 05 33 RACEWAYS AND BOXES FOR

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ELECTRICAL SYSTEMS Electrical 1 – 8

26 05 43 UNDERGROUND DUCTS AND RACEWAYS

FOR ELECTRICAL SYSTEMS Electrical 1 – 9

26 05 44 SLEEVES AND SLEEVE SEALS FOR

ELECTRICAL RACEWAYS AND CABLING Electrical 1 – 4

26 05 53 IDENTIFICATION FOR ELECTRICAL

SYSTEMS Electrical 1 – 3

26 05 73 OVERCURRENT PROTECTIVE DEVICE

COORDINATION Electrical 1 – 9 26 09 23 LIGHTING CONTROL DEVICES Electrical 1 – 11

26 22 00 LOW VOLTAGE DISTRIBUTION

TRANSFORMERS Electrical 1 – 5 26 24 13 SWITCHBOARDS Electrical 1 – 9 26 24 16 PANELBOARDS Electrical 1 – 5

26 26 00 POWER DISTRIBUTION UNIT FOR

UNINTERRUPTIBLE POWER SYSTEM Electrical 1 – 12 26 27 26 WIRING DEVICES Electrical 1 – 5 26 28 13 FUSES Electrical 1 – 3

26 29 13 ACROSS THE LINE MOTOR CONTROLLERS

AND CONTRACTORS Electrical 1 – 3 26 32 13 ENGINE GENERATORS Electrical 1 – 11 26 32 13.1 GENERATOR DOCKING STATION Electrical 1 – 4 26 33 53 STATIC UNINTERRUPTIBLE POWER SUPPLY Electrical 1 – 19 26 36 00 TRANSFER SWITCHES Electrical 1 – 9 26 41 13 LIGHTNING PROTECTION SYSTEMS Electrical 1 – 4

26 43 13 SURGE PROTECTION DEVICES FOR LOW

VOLTAGE ELECTRICAL POWER CIRCUITS Electrical 1 – 5 26 51 00 INTERIOR BUILDING LUMINARES Electrical 1 – 5 26 56 00 EXTERIOR BUILDING LUMINARES Electrical 1 – 4 26 56 13 LIGHTING POLES AND STANDARDS Electrical 1 – 7

DIVISION 27 – COMMUNICATIONS

27 05 26 GROUNDING AND BONDING FOR

COMMUNICATIONS SYSTEMS Telecom 1 – 8

27 05 28 PATHWAYS FOR COMMUNICATIONS

SYSTEMS Telecom 1 – 15

27 05 29 HANGERS AND SUPPORTS FOR

COMMUNICATIONS SYSTEMS Telecom 1 – 10

27 05 36 CABLE TRAYS FOR COMMUNICATIONS

SYSTEMS Telecom 1 – 5

27 05 44 SLEEVES AND SLEEVE SEALS FOR

COMMUNICATIONS PATHWAYS AND

CABLING Telecom 1 – 6

27 11 00 COMMUNICATIONS EQUIPMENT ROOM

FITTINGS Telecom 1 – 5

27 15 13 COMMUNICATIONS COPPER

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HORIZONTAL CABLING Telecom 1 – 15

27 21 00 DATA COMMUNICATION NETWORK

EQUIPMENT Telecom 1 – 4

27 21 33 DATA COMMUNICATIONS WIRELESS

ACCESS POINTS Telecom 1 – 5

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 31 11 DIGITAL ADDRESSABLE FIRE ALARM

SYSTEM Electrical 1 – 14

28 05 13 CONDUCTORS AND CABLES FOR

ELECTRONIC SAFETY AND SECURITY Security 1 – 14

28 05 28 PATHWAYS FOR ELECTRONIC SAFETY

SECURITY Security 1 – 8

28 13 00 ACCESS CONTROL AND SECURITY

DATABASE MANAGEMENT Security 1 – 60

28 20 00 VIDEO SURVEILLANCE Security 1 – 9 28 21 13 IP CAMERAS Security 1 – 74 28 23 00 VIDEO MANAGEMENT SYSTEM Security 1 – 73 28 23 29 VIDEO SURVEILLANCE SURGE PROTECTOR Security 1 – 7 28 51 19.13 VIDEO WALLS Integrated Technology

Systems 1 – 7

DIVISION 31 - EARTHWORK

31 05 00 COMMON EARTHWORK REQUIREMENTS Civil 1 – 2 31 11 00 CLEARING AND GRUBBING Civil 1 – 2 31 14 13 SOIL STRIPPING AND STOCKPILING Civil 1 – 1 31 20 00 EARTH MOVING Civil 1 – 13 31 22 13 ROUGH GRADING Civil 1 – 2 31 23 16 EXCAVATION Civil 1 – 3 31 23 23 FILL Civil 1 – 4 31 25 00 EROSION AND SEDIMENTATION CONTROLS Civil 1 – 3 31 31 16 TERMITE CONTROL Architecture 1 – 4 31 37 16 RIP RAP Civil 1 – 2

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 90 GENERAL PLANTING REQUIREMENTS Landscape 1 – 9 32 11 23 AGGREGATE BASE Civil 1 – 9 32 13 13 CONCRETE PAVING Civil 1 – 17 32 17 23 PAVEMENT MARKINGS Civil 1 – 2 32 84 00 IRRIGATION SYSTEM Landscape 1 – 16 32 90 00 GENERAL PLANTING REQUIREMENTS Landscape 1 – 12 32 91 13 SOIL PREPERATION Landscape 1 – 2 32 91 16 MULCHING Landscape 1 – 2 32 91 19 TOPSOIL PLACEMENT AND GRADING Landscape 1 – 4

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32 92 23 SODDING Landscape 1 – 3 32 93 00 PLANTS Landscape 1 – 8

DIVISION 40 - PROCESS INTERCONNECTIONS

40 62 13 SERVER COMPUTERS Integrated Technology Systems 1 – 4

40 62 16 OPERATOR WORKSTATION COMPUTERS Integrated Technology Systems 1 – 4

40 62 26 LAPTOP COMPUTERS Integrated Technology Systems 1 – 3

40 66 33 METALLIC AND FIBER-OPTIC

COMMUNICATION CABLING AND

CONNECTORS Integrated Technology

Systems 1 – 1 40 67 13 COMPUTER EQUIPMENT RACKS Integrated Technology

Systems 1 – 3

END OF TABLE OF CONTENTS

01 11 00 - Page 1 of 3

SECTION 01 11 00

SUMMARY OF WORK

PART 1 - GENERAL

1.01 WORK COVERED UNDER CONTRACT DOCUMENTS

A. The Work, in general, consists of new building construction in Pensacola, FL for the Florida-Alabama TPO.

B. For additional information concerning acceptance of the Work by the Owner, refer to Technical Special Provision Section 01 77 00 - PROJECT CLOSEOUT.

C. The method of measurement and basis of payment for each Section is specified in Article

3.01 - MEASUREMENT AND PAYMENT at the end of this Technical Special Provision Section.

D. The terms Owner and Department are interchangeable.

E. The terms Architect and Engineer are interchangeable.

F. For work not included withing Technical Specifications, refer to other plan component sets.

1.02 SECURITY PROVISIONS UNTIL FINAL ACCEPTANCE

A. Provide security and provisions until the site is opened to traffic. The building shall be maintained in a condition acceptable to the owner for Final Acceptance and occupancy of the facility.

B. Security provisions shall include, but not be limited to, those measures required to prevent vandalism and theft during construction.

1. All materials required for security provisions may be new or used, but shall be adequate in capacity for required usage, shall not create unsafe conditions, and shall not violate requirements of applicable codes and standards.

C. Submit a complete, detailed security plan to the Engineer for approval.

1.03 CONTRACTOR’S RESPONSIBILITIES

A. The requirements of the construction documents shall be fully reviewed, designed, permitted and certified by the Contractor.

B. The design and construction to be in compliance with all applicable codes, standards and the requirements of the Contract Documents are the responsibility of the Contractor.

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PART 2 - PRODUCTS

2.01 BUY AMERICA BUILD AMERICA ACT REQUIREMENTS (BABA)

A. Source of Supply–Convict Labor (Federal-Aid Contracts Only): Do not use materials that were produced after July 1, 1991, by convict labor for Federal-aid highway construction projects unless the prison facility has been producing convict-made materials for Federal-aid highway construction projects before July 1, 1987. Use materials that were produced prior to July 2, 1991, by convicts on Federal-aid highway construction projects free from the restrictions placed on the use of these materials by 23 U.S.C. 114. The Department will limit the use of materials produced by convict labor for use in Federal-aid highway construction projects to:

1. Materials produced by convicts on parole, supervised release, or probation from a prison or;

2. Materials produced in a qualified prison facility. The amount of such materials produced for Federal-aid highway construction during any 12-month period shall not exceed the amount produced in such facility for use in such construction during the 12-month period ending July 1, 1987.

B. Source of Supply: Comply with Section 70914 of Public Law No. 117-58, §§ 70901-52, also known as the Infrastructure Investment and Jobs Act (IIJA), Public Law 117-58, which includes the Build America, Buy America Act (BABA). Domestic compliance for all affected products will be listed on the APL.

C. Steel and Iron: Use steel and iron manufactured in the United States, in accordance with the Buy America provisions of 23 CFR 635.410, as amended. Ensure that all manufacturing processes for this material occur in the United States. As used in this specification, a manufacturing process is any process that modifies the chemical content, physical shape or size, or final finish of a product, beginning with the initial melting and continuing through the final shaping and coating. If a steel or iron product is taken outside the United States for any manufacturing process, it becomes foreign source material. When using steel or iron materials as a component of any manufactured product (e.g., concrete pipe, prestressed beams, corrugated steel pipe, etc.), these same provisions apply. Foreign steel and iron may be used when the total actual cost of such foreign materials does not exceed 0.1% of the total Contract amount or $2,500, whichever is greater. These requirements are applicable to all steel and iron materials incorporated into the finished work, but are not applicable to steel and iron items that the Contractor uses but does not incorporate into the finished work. Submit a certification from the manufacturer of steel or iron, or any product containing steel or iron, stating that all steel or iron furnished or incorporated into the furnished product was produced and manufactured in the United States or a statement that the product was produced within the United States except for minimal quantities of foreign steel and iron valued at $ (actual cost). Submit each such certification to the Engineer prior to incorporating the material or product into the project. Prior to the use of foreign steel or iron materials on a project, submit invoices to document the actual cost of such material, and obtain the Engineer’s written approval prior to incorporating the material into the project.

01 11 00 - Page 3 of 2

D. Manufactured Products: Use Manufactured Products that are consumed in, incorporated into, or affixed to an infrastructure project that are manufactured in the United States, in accordance with BABA requirements and applicable waivers.

E. Construction Materials: Use non-ferrous metals, plastic and polymerbased products, glass, lumber, and drywall articles, materials, and supplies that are consumed in, incorporated into, or affixed to an infrastructure project that are manufactured in the United States, in accordance with BABA requirements.

F. Exemptions to Build America, Buy America: Temporary devices, equipment, and other items removed at or before the completion of the project are exempt from BABA funding eligibility requirements. Aggregates, cementitious materials, and aggregate binding agents or additives are exempted from BABA funding eligibility requirements.

PART 3 - EXECUTION

3.01 MEASUREMENT AND PAYMENT

A. General: The Work consists of the furnishing of all labor, materials, and equipment necessary to construct the building as shown on the Plans and summarized in this Technical Special Provision Section. This Work shall constitute the "Lump Sum” Building Work, unless otherwise specified or indicated on the Plans and/or specified herein.

B. Method of Measurement:

1. The quantities for the building shall be pursuant to the Lump Sum for the structures including, in general, and the following:

a. The building(s), including earthwork, the building foundation(s), the building structure(s), and all materials and facilities within the building(s), as shown on the Plans.

b. All civil, structural, architectural, mechanical, plumbing, and electrical in conjunction with the Building Work.

2. Lump Sum(s) shall include full compensation for furnishing all labor, equipment, tools, and incidentals necessary to complete the Work under each item.

3. Lump Sum(s) shall also include procuring the building permit, and all permits required for the building. The owner will pay the cost of the building permit.

Responsibility for re-inspection fees is in accordance with the TSP Section for Permits.

4. Pay Items listed below includes, but not limited to, demolition of existing facilities, new picnic pavilions and the new Building. All appurtenances related to the building herein specified shall be included.

END OF SECTION 01 11 00

01 25 00 - Page 1 of 7

SECTION 01 25 00

SUBSTITUTION PROCEDURES

PART 1 - GENERAL

1.01 RELATED DOCUMENTS

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

B. SUMMARY OF WORK: Section 01 11 00:

1. Refer to “PART 2 – PRODUCTS” for all Buy America Build America Act (BABA) Requirements

1.02 SUMMARY

A. Section includes administrative and procedural requirements for substitutions.

1.03 DEFINITIONS

A. Retain terms that remain after this Section has been edited for a project.

B. Substitutions: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents and proposed by Contractor.

1. Substitutions for Cause: Changes proposed by Contractor that are required due to changed Project conditions, such as unavailability of product, regulatory changes, or unavailability of required warranty terms.

2. Substitutions for Convenience: Changes proposed by Contractor or Owner that are not required in order to meet other Project requirements but may offer advantage to Contractor or Owner.

C. Products: Items purchased for incorporating into the Work, whether purchased for Project or taken from previously purchased stock. The term "product" includes the terms "material," "equipment," "system," and terms of similar intent.

1. Named Products: Items identified by manufacturer's product name, including make or model number or other designation shown or listed in manufacturer's published product literature that is current as of date of the Contract Documents.

2. New Products: Items that have not previously been incorporated into another project or facility, except that products consisting of recycled-content materials are allowed, unless explicitly stated otherwise. Products salvaged or recycled from other projects are not considered new products.

3. Comparable Product: Product that, in Architect's sole judgment, is demonstrated and

01 25 00 - Page 2 of 7 approved through submittal process, or where indicated as a product substitution, to have indicated qualities related to type, function, dimension, in-service performance, physical properties, appearance, and other characteristics that equal or exceed those of specified product. Requirements for submittal and conditions for consideration of comparable products are covered in Division 01 Section “Product Requirements.”

D. Basis-of-Design Product Specification: A specification in which a specific manufacturer's product is named and accompanied by the words "basis-of-design product," including make or model number or other designation, to establish the significant qualities related to type, function, dimension, in-service performance, physical properties, appearance, and other characteristics for purposes of evaluating comparable products of additional manufacturers named in the specification. Requirements for submittal and conditions for consideration of comparable products are covered in Division 01 Section “Product Requirements.”

E. Non-restricted Products/Manufacturers: A specification which lists two or more products or manufacturers for the convenience of the Contractor; the Contractor however is free to submit any product that complies with the descriptive properties, reference standards, and performance requirements that establish the salient features as the basis for evaluating products. Procedures for substitution requests do not apply when using this method. Approval of unnamed products or the products of unnamed manufacturers is sought through the process for approval of a comparable product as described in Division 01Section “Product Requirements.”

1.04 ACTION SUBMITTALS

A. Substitution Requests: Submit three copies of each request for consideration. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles.

1. Substitution Request Form: Use facsimile of form provided in Project Manual.

2. Documentation: Show compliance with requirements for substitutions and the following, as applicable:

a. Statement indicating why specified product or fabrication or installation cannot be provided, if applicable.

b. Coordination information, including a list of changes or revisions needed to other parts of the Work and to construction performed by Owner and separate contractors that will be necessary to accommodate proposed substitution.

c. Detailed comparison of significant qualities of proposed substitution with those of the Work specified. Include annotated copy of applicable Specification Section. Significant qualities may include attributes such as performance, weight, size, durability, visual effect, sustainable design characteristics, warranties, and specific features and requirements

01 25 00 - Page 3 of 7 indicated. Indicate deviations, if any, from the Work specified.

d. Product Data, including drawings and descriptions of products and fabrication and installation procedures.

e. Samples, where applicable or requested.

f. Certificates and qualification data, where applicable or requested.

g. List of similar installations for completed projects with project names and addresses and names and addresses of architects and owners.

h. Material test reports from a qualified testing agency indicating and interpreting test results for compliance with requirements indicated.

i. Research reports evidencing compliance with building code in effect for Project, from ICC-ES.

j. Detailed comparison of Contractor's construction schedule using proposed substitution with products specified for the Work, including effect on the overall Contract Time. If specified product or method of construction cannot be provided within the Contract Time, include letter from manufacturer, on manufacturer's letterhead, stating date of receipt of purchase order, lack of availability, or delays in delivery.

k. Cost information, including a proposal of change, if any, in the Contract Sum.

l. Contractor's certification that proposed substitution complies with requirements in the Contract Documents except as indicated in substitution request, is compatible with related materials, and is appropriate for applications indicated.

m. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results.

3. Substitutions will not be considered when:

a. Indicated on shop drawings or product data without separate formal request.

b. Requested directly by subcontractor of supplier.

c. Acceptance will require substantial revision of Contract Documents.

d. Proposed changes are not in keeping with general intent of Contract Documents.

4. By making requests for substitutions, Contractor:

01 25 00 - Page 4 of 7

a. Represents that Contractor has personally investigated proposed substitute product and determined that it is equal to or superior in all respects to that specified.

b. Represents that Contractor will provide same warranty for substitution that Contractor would for that specified.

c. Will coordinate installation of accepted substitute, making such changes as may be required for Work to be compatible with substrates and adjacent materials, and complete in all respects.

d. Waives claims for additional time related to substitution which may later become apparent.

e. Certifies that cost data presented is complete and includes related costs under this Contract, including redesign costs, and waives claims for additional costs related to substitution which may later become apparent.

5. Modification of Documents: Where substitution requires, for proper installation, changes to design of Work as indicated on accepted Shop Drawings, furnish drawings and specifications prepared by and bearing seal of licensed architect and engineers as appropriate, revising Contract Documents.

a. Submit revised Documents for acceptance in accordance with Division 01 Section "Submittal Procedures."

b. Revised Drawings: Sufficiently complete for proper installation of substitution and related Work.

(1) Include details of connection to and relationship with adjacent materials.

c. If, in Architect's sole judgment, proposed substitution is of such significance or deals with product or system affecting basic design or aesthetics, pay Architect for changes required to Contract Documents as determined by contracts.

d. Contractor: Responsible for cost of revised Documents, obtaining and paying for review and plan check by authorities having jurisdiction, and cost of revised construction.

e. Revised Drawings: Submit with Record Documents in accordance with Division 1 Section “Project Record Documents.”

6. Architect's Action: If necessary, Architect will request additional information or documentation for evaluation within seven days of receipt of a request for substitution. Architect will notify Contractor through Construction Manager of acceptance or rejection of proposed substitution within 15 days of receipt of request, or seven days of receipt of additional information or documentation, 01 25 00 - Page 5 of 7 whichever is later.

a. Architect or Construction Manager will not make exhaustive attempt to determine products proposed for substitution are equivalent to or can be modified in order to be equivalent to specified products. Where extensive investigation is required by [Construction Manager or] Architect, Contractor is responsible for reimbursing as determined by contracts.

b. Form of Acceptance: Change Order, Construction Change Directive, or Architect's Supplemental Instructions for minor changes in the Work.

c. Use product specified if Architect does not issue a decision on use of a proposed substitution within time allocated.

1.05 QUALITY ASSURANCE

A. Compatibility of Substitutions: Investigate and document compatibility of proposed substitution with related products and materials. Engage a qualified testing agency to perform compatibility tests recommended by manufacturers.

1.06 PROCEDURES

A. Coordination: Revise or adjust affected work as necessary to integrate work of the approved substitutions.

PART 2 - PRODUCTS

2.01 SUBSTITUTIONS

A. Substitutions for Cause: Submit requests for substitution immediately on discovery of need for change, but not later than 15 days prior to time required for preparation and review of related submittals.

1. Conditions: Architect will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Architect will return requests without action, except to record noncompliance with these requirements:

a. Requested substitution is consistent with the Contract Documents and will produce indicated results.

b. Requested substitution provides sustainable design characteristics that specified product provided for BABA compliancy.

c. Substitution request is fully documented and properly submitted.

d. Requested substitution will not adversely affect Contractor's construction schedule.

01 25 00 - Page 6 of 7

e. Requested substitution has received necessary approvals of authorities having jurisdiction.

f. Requested substitution is compatible with other portions of the Work.

g. Requested substitution has been coordinated with other portions of the Work.

h. Requested substitution provides specified warranty.

i. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved.

B. Substitutions for Convenience: Not allowed.

PART 3 - EXECUTION

"Not Used”

END OF SECTION 01 25 00

01 29 73 - Page 1 of 3

SECTION 01 29 73

SCHEDULE OF VALUES

PART 1 - GENERAL

1.01 SUMMARY

A. Submit to the Engineer for approval, a Schedule of Values allocated to the various lump sum portions of the Work, within 15 days after the Notice to Proceed.

B. Upon request of the Engineer, provide support data that substantiates the correctness of the values.

C. The Schedule of Values will be used by the Engineer for the purpose of reviewing Lump Sum Contract Items and as a basis for interim or partial payments.

D. The Schedule of Values shall indicate that one (1) percent of the money due under the Lump Sum Contract is reserved for Project Closeout. It is understood that payment will not be made of this reserve amount until all Project Closeout items have been submitted to the Engineer by the Contractor is a manner and form satisfactory to the Engineer and as provided by this specific Contract.

E. Project Closeout items are defined as any item that this Contract requires the Contractor to furnish to the Engineer as provided by the Standard Specifications, Supplemental Specifications, Special Provisions, Technical Special Provisions, or the Plans. Examples of such items are Operations and Maintenance Manuals, Systems and Equipment Testing, Owner Personnel Training, Supplies required for initial operation of equipment, Project Record Drawings, Warranties and Guarantees, etc.

1.02 RELATED WORK

A. PROJECT CLOSEOUT: Section 01 77 00.

1.03 FORM AND CONTENT OF SCHEDULE OF VALUES

A. The Schedule of Values shall be typed on 8-1/2-inch x 11-inch or 8-1/2-inch x 14-inch white paper. The Contractor's standard forms and computer printout will be considered for approval by the Engineer upon the Contractor's request. The Schedule of Values shall identify the:

1. Title of Project and location.

2. Engineer and Project number.

3. Name and address of Contractor.

4. Contract designation.

5. Date of submission.

01 29 73 - Page 2 of 3

B. The Schedule of Values shall list the installed value of the component parts of each pay item of the Work in sufficient detail to serve as a basis for computing unit prices for progress payments during construction.

C. Identify each line item with the number and title of the respective major section of the Technical Special Provisions.

D. For each major line item, list sub-values of major projects or operations under the item.

E. For the various portions of the Work, prepare the Schedule of Values such that:

1. Each item shall include proportional amount of the Contractor's overhead and profit.

2. No stored material progress payments will be made for stored materials required for building construction or for any work or equipment items to be incorporated therein, unless approved by the Engineer.

3. For items on which progress payments will be allowed for stored materials, break down the value into:

a. The cost of materials, delivered and unloaded, with taxes included.

b. The total installed value.

4. Prior to allowed progress payments on stored materials, paid invoices for those materials will be available upon request by the Engineer.

5. For all lump sum related line items, provide separate material and labor breakdowns.

6. A separate line item for Project Closeout shall be provided.

1.04 SUB-SCHEDULE OF UNIT VALUES FOR MATERIALS

A. Submit a sub-schedule of unit costs and quantities for products on which progress payments are allowed for stored products.

B. The form of submittal shall parallel that of the Schedule of Values, with each item identified the same as the line item in the Schedule of Values.

C. The unit quantity for bulk materials shall include an allowance for normal waste.

D. The unit values for the materials shall be broken down into:

1. Cost of the material, delivered and unloaded at the Site, with taxes included.

01 29 73 - Page 3 of 3

2. Copies of paid invoices for component material shall be included with the payment request in which the material first appears.

E. The unit value multiplied by the quantity listed shall equal the cost of that item in the Schedule of Values.

1.05 REVIEW AND RE-SUBMITTAL

A. After a review by the Engineer, revise and re-submit the Schedule of Values and Sub-schedule of Material Values as required.

B. Resubmit the revised Schedules in the same manner.

PART 2 - PRODUCTS

"Not Used"

PART 3 - EXECUTION

"Not Used”

END OF SECTION 01 29 73

01 32 00 - Page 1 of 18

SECTION 01 32 00

CONSTRUCTION PROGRESS DOCUMENTATION

PART 1 - GENERAL

1.01SUMMARY

A. Section includes administrative and procedural requirements for documenting the progress of construction during performance of the Work, including the following:

1. Startup construction schedule.

2. Contractor's construction schedule.

3. Construction schedule updating reports.

4. Daily construction reports.

5. Site condition reports.

6. Cost loading and cash flow schedule.

7. Special reports.

B. Related Requirements:

1. Technical Special Provision 01 33 00 - SUBMITTAL PROCEDURES for submitting schedules and reports.

1.02DEFINITIONS

A. Activity: A discrete part of a project that can be identified for planning, scheduling, monitoring, and controlling the construction project. Activities included in a construction schedule consume time and resources.

1. Critical Activity: An activity on the critical path that must start and finish on the planned early start and finish times.

2. Predecessor Activity: An activity that precedes another activity in the network.

3. Successor Activity: An activity that follows another activity in the network.

B. Cost Loading: The allocation of the schedule of values for the completion of an activity as scheduled.

The sum of costs for all activities must equal the total Contract Sum unless otherwise approved by Department.

C. CPM: Critical path method, which is a method of planning and scheduling a construction project where activities are arranged based on activity relationships. Network calculations determine when activities can be performed and the critical path of Project.

D. Critical Path: The longest connected chain of interdependent activities through the network

01 32 00 - Page 2 of 18 schedule that establishes the minimum overall Project duration and contains no float.

E. Event: The starting or ending point of an activity.

F. Float: The measure of leeway in starting and completing an activity.

1. Float time is not for the exclusive use or benefit of either Department or Contractor, but is a jointly owned, expiring Project resource available to both parties as needed to meet schedule milestones and Contract completion date.

a. Extensions of time for performance required under General Conditions pertaining to equitable time adjustment will be granted only to extent that equitable time adjustment exceeds total float in activity or path of activities affected at time Notice to Proceed was issued for change.

b. Use of float suppression techniques such as preferential sequencing or logic, special lead/lag logic restraint, extended activity times or imposed dates shall be cause for rejection of Contractor's Construction Schedule and revisions or updates. Use of float time disclosed or implied by use of alternative float suppression techniques shall be shared as directed by the Department.

2. Free float is the amount of time an activity can be delayed without adversely affecting the early start of the successor activity.

3. Total float is the measure of leeway in starting or completing an activity without adversely affecting the planned Project completion date.

G. Fragment: A partial or fragmentary network that breaks down activities into smaller activities for greater detail.

H. Major Area: A story of construction, a separate building, or a similar significant construction element.

I. Major Subcontractor: For purposes of this Section, major subcontractor is defined as subcontractor or supplier whose subcontract value equals or exceeds 15% percent of value of Contract.

J. Milestone: A key or critical point in time for reference or measurement.

K. Network Diagram: A graphic diagram of a network schedule, showing activities and activity relationships.

L. Resource Loading: The allocation of manpower and equipment necessary for the completion of an activity as scheduled.

1.03INFORMATIONAL SUBMITTALS

A. Format for Submittals: Submit required submittals in the following format:

1. Working electronic copy of schedule file, where indicated.

01 32 00 - Page 3 of 18

2. PDF electronic file.

3. Two paper copies.

B. Submittals Schedule: Submit per Division 01 Section “Submittals Procedures.”

C. Startup construction schedule.

1. Approval of cost-loaded, startup construction schedule will not constitute approval of schedule of values for cost-loaded activities.

D. Startup Network Diagram: Of size required to display entire network for entire construction period.

Show logic ties for activities.

E. Contractor's Construction Schedule: Initial schedule, of size required to display entire schedule for entire construction period.

1. Submit a working electronic copy of schedule, using software indicated, and labeled to comply with requirements for submittals. Include type of schedule (initial or updated) and date on label.

F. CPM Reports: Concurrent with CPM schedule, submit each of the following reports. Format for each activity in reports shall contain activity number, activity description, cost and resource loading, original duration, remaining duration, early start date, early finish date, late start date, late finish date, and total float in calendar days.

1. Activity Report: List of all activities sorted by activity number and then early start date, or actual start date if known.

2. Logic Report: List of preceding and succeeding activities for all activities, sorted in ascending order by activity number and then early start date, or actual start date if known.

3. Total Float Report: List of all activities sorted in ascending order of total float.

4. Earnings Report: Compilation of Contractor's total earnings from commencement of the Work until most recent Application for Payment.

G. Construction Schedule Updating Reports: Submit with Applications for Payment.

H. Daily Construction Reports: Submit at weekly intervals.

I. Site Condition Reports: Submit at time of discovery of differing conditions.

J. Cost Loading and Cash Flow Schedule: Submit two copies with initial submittal and each update of Contractor's Construction Schedule.

K. Material Status Report: Submit two copies with initial submittal and each update of Contractor's Construction Schedule.

L. Special Reports: Submit at time of unusual event.

01 32 00 - Page 4 of 18

M. Qualification Data: For scheduling consultant.

1.04QUALITY ASSURANCE

A. Contractor's Construction Scheduler: Employ or retain services of construction scheduler with minimum 5 years’ experience as person primarily responsible for preparing and maintaining detailed project schedules and capable of producing reports and diagrams within 24 hours of Department’s request.

1. Construction Scheduler shall attend meetings pertaining to scheduling, progress of Work, and alleged delays and time impacts.

B. Within 5 calendar days after Notice of Award, provide statement to the Department indicating following:

1. Identification, qualifications, and experience of construction scheduler and other members of Contractor's scheduling staff.

2. References for not less than 3 previous projects on which construction scheduler has utilized scheduling means similar to that required for this project with scheduling requirements equal to or exceeding scheduling requirements specified for this Project.

3. Description of scheduling system to be utilized.

4. Department reserve right to disapprove construction scheduler, Contractor's scheduling staff, or scheduling system proposed for Project.

5. Department reserve right to remove from Project, construction scheduler and any member of Contractor's scheduling staff that is, in Department's opinion, incompetent in scheduling.

C. Prescheduling Conference: Conduct conference at Project site to comply with requirements in Technical Special Provision 01 31 00 - PROJECT MANAGEMENT AND COORDINATION.

Review methods and procedures related to the preliminary construction schedule and…