Attachment 4a - 19-035334 Quesada SPECS Volume I Pkg A.pdf

Quesada Gate and

Road Improvements

Mike Monroney Aeronautical Center

Oklahoma City, OK

Work Order No. 2019-035334

Contract No. DTFAAC-16-D-00035

14 December 2022

Specifications – Volume 1 of 2

Issued for Bids Package

Technical Specifications - Issued for Bids Quesada Gate Upgrades

Work Order 2019-035334 Bid Package "A & B"

Federal Aviation Administration TABLE OF CONTENTS

Quesada Gate Bid Package "A&B" 000000 - 1

SECTION 000000 - TABLE OF CONTENTS

000000 TABLE OF CONTENTS

000107 SEALS PAGES

DIVISION 01 – GENERAL REQUIREMENTS

010100 - SUMMARY OF WORK

010190 - CONTRACT CONSIDERATIONS

010280 - MODIFICATION PROCEDURES

010300 - OPTIONS

010390 - COORDINATION AND MEETINGS

010450 - CUTTING AND PATCHING

013000 - SUBMITTALS

014000 - Special Inspections

014000 - QUALITY REQUIREMENTS

015000 - CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS

015723 - STORMWATER POLLUTION PREVENTION R1

015900 - FIELD OFFICES AND SHEDS

016000 - MATERIAL AND EQUIPMENT

016010 - SUBSTITUTION REQUEST FORM - R1

016500 - STARTING OF SYSTEMS

017000 - CONTRACT CLOSEOUT

017300 - OPERATION AND MAINTENANCE DATA

017419 - CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

DIVISION 02 – EXISTING CONDITIONS

024119 - SELECTIVE DEMOLITION

DIVISION 03 – CONCRETE

033000 - CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY & STONE

044313.13 - ANCHORED STONE MASONRY VENEER

047200 - CAST STONE MASONRY

DIVISION 05 - METALS

051200 - STRUCTURAL STEEL FRAMING

053100 – STEEL DECKING

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

061053 - MISCELLANEOUS ROUGH CARPENTRY

061600 - SHEATHING

064116 - PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

DIVISION 07 – THERMAL AND MOISTURE

072100 - THERMAL INSULATION

072726 - FLUID-APPLIED MEMBRANE AIR BARRIERS

Federal Aviation Administration TABLE OF CONTENTS

Quesada Gate Bid Package "A&B" 000000 - 2

075423 - THERMOPLASTIC-POLYOLEFIN (TPO) ROOFING

076200 - SHEET METAL FLASHING AND TRIM

079200 - JOINT SEALANTS

DIVISION 08 - OPENINGS

081213 - HOLLOW METAL DOORS AND FRAMES

083113 - ACCESS DOORS AND FRAMES

084113 - ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

087100 - DOOR HARDWARE

088000 - GLAZING

089516 - WALL VENTS

DIVISION 09 - FINISHES

092216 - NON-STRUCTURAL METAL FRAMING

092400 - CEMENT PLASTERING (STUCCO)

092900 - GYPSUM BOARD

093013 - CERAMIC TILING

095113 - ACOUSTICAL PANEL CEILINGS

096513 - RESILIENT BASE AND ACCESSORIES

096519 - RESILIENT TILE FLOORING

099113 - EXTERIOR PAINTING

099123 - INTERIOR PAINTING

DIVISION 10 - SPECIALTIES

101429 - MODULAR SIGNAGE

102800 - TOILET ACCESSORIES

104413 - FIRE PROTECTION CABINETS

104416 - FIRE EXTINGUISHERS

105123 - PLASTIC-LAMINATE-CLAD LOCKERS

105380 - CANOPIES

107516 - GROUND-SET FLAGPOLES

DIVISION 12 - FURNISHINGS

122413 - ROLLER WINDOW SHADES

123661.16 - SOLID SURFACING COUNTERTOPS

DIVISION 13 – SPECIAL CONSTRUCTION

132613 - STORM SHELTER ROOMS

DIVISION 22 - PLUMBING

220000 - PLUMBING GENERAL PROVISION

220719 - PLUMBING PIPING INSULATION

221116 - DOMESTIC WATER PIPING

221316 - SANITARY WASTE AND VENT PIPING

221319.13 - SANITARY DRAINS

223300 - ELECTRIC, DOMESTIC-WATER HEATERS

Federal Aviation Administration TABLE OF CONTENTS

Quesada Gate Bid Package "A&B" 000000 - 3

224213.13 - COMMERCIAL WATER CLOSETS

224216.16 - COMMERCIAL LAVATORIES

224716 - PRESSURE WATER COOLERS

DIVISION 23 - HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC)

230000 - BASIC MECHANICAL MATERIALS AND METHODS

230513 - COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT

230593 - TESTING, ADJUSTING, AND BALANCING FOR HVAC

230713 - DUCT INSULATION

232300 - REFRIGERANT PIPING

233113 - METAL DUCTS

233300 - AIR DUCT ACCESSORIES

233346 - FLEXIBLE DUCTS

233423 - HVAC POWER VENTILATORS

233713 - DIFFUSERS, REGISTERS, AND GRILLES

238126 - SPLIT-SYSTEM AIR-CONDITIONERS

238239.19 - WALL UNIT HEATERS

DIVISION 26 - ELECTRICAL

260513 - MEDIUM-VOLTAGE CABLES

260519 - LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

260526 - GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

260533 - RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS

260543 - UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS

260553 - IDENTIFICATION FOR ELECTRICAL SYSTEMS

260573.16 – COORDINATION STUDIES

260573.19 – ARC-FLASH HAZARD ANALYSIS

260923 - LIGHTING CONTROL DEVICES

261219 - PAD-MOUNTED, LIQUID-FILLED, MEDIUM VOLTAGE TRANSFORMERS

262726 - WIRING DEVICES

262816 - ENCLOSED SWITCHES AND CIRCUIT BREAKERS

263213.16 - GAS-ENGINE-DRIVEN GENERATOR SETS

263600 - TRANSFER SWITCHES

264113 - LIGHTNING PROTECTION FOR STRUCTURES

265119 - LED INTERIOR LIGHTING

265613 - LIGHTING POLES AND STANDARDS

265619 - LED EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

270526 - GROUNDING AND BONDING FOR COMMUNICATIONS SYSTEMS

270528 - PATHWAYS FOR COMMUNICATIONS SYSTEMS

270529 - HANGERS AND SUPPORTS FOR COMMUNICATIONS SYSTEMS

270536 - CABLE TRAYS FOR COMMUNICATIONS SYSTEMS

270553 - IDENTIFICATION FOR COMMUNICATIONS SYSTEMS

271116 - COMMUNICATIONS RACKS, FRAMES, AND ENCLOSURES

271313 - COMMUNICATIONS COPPER BACKBONE CABLING

271323 - COMMUNICATIONS OPTICAL FIBER BACKBONE CABLING

Federal Aviation Administration TABLE OF CONTENTS

Quesada Gate Bid Package "A&B" 000000 - 4

271513 - COMMUNICATIONS COPPER HORIZONTAL CABLING

275116 – PUBLIC ADDRESS SYSTEMS

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

281300 – ACCESS CONTROL SOFTWARE AND DATABASE MANAGEMENT

281500 – ACCESS CONTROL HARDWARE AND DEVICES

282000 – VIDEO SURVEILLANCE SYSTEM

283100 – INTRUSION DETECTION SYSTEM

DIVISION 31 - EARTHWORK

311000 - SITE CLEARING

312000 - EARTH MOVING

312319 - DEWATERING

313116 - TERMITE CONTROL

315000 - EXCAVATION SUPPORT AND PROTECTION

316329 – DRILLED CONCRETE PIERS AND SHAFTS

DIVISION – EXTERIOR IMPROVEMENTS

321216 - ASPHALT PAVING

321313 - CONCRETE PAVING

321373 - CONCRETE PAVING JOINT SEALANTS

321713 - PARKING BUMPERS

321723 - PAVEMENT MARKINGS

321726 - TACTILE WARNING SURFACING

323113.53 - HIGH-SECURITY CHAIN LINK FENCES AND GATES

329200 - TURF AND GRASSES

334200 - STORMWATER CONVEYANCE

SPECIAL PROVISIONS – GENERAL REQUIREMENTS FOR FAA MMAC QUESADA

DRIVE IMPROVEMENTS (FOR VOLUMES II THROUGH V OF THE DRAWINGS)

END OF SECTION

Federal Aviation Administration SEALS PAGE

Quesada Gate Bid Package "A & B” 000107 - 1

DOCUMENT 000107 - SEALS PAGE

1.1 DESIGN PROFESSIONALS OF RECORD

A. Architect:

1. Ty VonFeldt

2. 6691

3. Responsible for Division 01.

B. Architect:

1. Michal Biery

2. 6233

3. Responsible for Divisions 02-12 Sections, except where indicated as prepared by other design professionals of record.

C. Civil Engineer:

1. Blaine Sheffield

2. 18521

3. Responsible for Divisions 31-33 Sections, except where indicated as prepared by other design professionals of record, and Special Provisions.

Quesada Gate Bid Package "A & B” 000107 - 2

D. Structural Engineer:

1. David Swyden

2. 25815

3. Responsible for Sections 033000, 051200, 053100, 105380, 132613, & 316329.

E. HVAC & Plumbing Engineer:

1. Ryan Melton

2. 32617

3. Responsible for Divisions 22-23 Sections.

F. Electrical Engineer:

1. Zachary Rush

2. 33036

3. Responsible for Division 26 Sections.

Quesada Gate Bid Package "A & B” 000107 - 3

G. Telecommunications Engineer:

1. Karl Anderson

2. 294549

3. Responsible for Division 27 Sections.

END OF DOCUMENT 000107

Federal Aviation Administration SUMMARY OF WORK

Quesada Gate Bid Package "A & B" 010100 - 1

SECTION 010100 - SUMMARY OF WORK

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Work Description

B. Base Bid

C. Options

D. Work Not Included

E. Phasing Requirements

F. Contractor use of site and premises

G. Permits and Licenses

H. Schedule of Values

I. Owner Occupancy

1.2 RELATED SECTIONS

A. A. Section 010300 – Options – Description of Options.

1.3 WORK DESCRIPTION

A. Work Location: Federal Aviation Administration, Mike Monroney Aeronautical Center, Quesada Drive and SW 74th Street.

B. Completion of Work: The Contractor shall be required to (a) commence Work under this contract within the designated calendar days after the date the Contractor receives the notice to proceed, (b) execute the Work diligently, and (c) complete the entire Work ready for occupancy and use not later than: 400 Days after notice to proceed.

1. Phase One: “Bid Package A”

2. Phase Two: “Bid Package B”

C. BASE BID / PACKAGE “A”:

1. Improve the exist gate at SW 74th Street to provide a new Guard House entry point including two lanes in and two lanes out for security inspection with a canopy. The new entry point will include road work, sidewalks, landscaping, fencing and gates, security equipment communications, a storm shelter, utilities and other improvements as indicated on the “Bid Package A” drawings and in the specifications.

D. OPTION / PACKAGE “B”:

1. As described in Section 010300 – Options; Options may or may not be accepted and are not dependent on any priority of selection.

Federal Aviation Administration SUMMARY OF WORK

Quesada Gate Bid Package "A & B" 010100 - 2

E. WORK NOT INCLUDED:

1. Furnishing or installation of new or existing furniture, except as specifically noted.

2. Hazardous material abatement if found or detected.

1.4 PHASING REQUIREMENTS

A. During this work a temporary access point will be required for FAA maintenance personnel to access and cross SW 74th Street. This access point will a require a badge scanning gate that may remain in operation after the conclusion of this project.

B. The contractor shall be responsible for providing security to the facility site throughout the demolition of the existing FAA security fencing and security measures up until final project acceptance.

C. The contractor shall give at least ten working days’ notice before any scheduled interruption of utilities, electrical service, and communication to any areas included in the scope of the project.

D. The contractor shall obtain and abide by all applicable requirements of the FAA Construction

Safety and Phasing plans as required by the FAA project manager.

E. Refer to other paragraphs in this section for specific definition of the phases of this project.

Trade-specific definitions are further described in other Divisions of the Project Specifications.

1.5 CONTRACTOR USE OF SITE AND PREMISES

A. Limit use of site and premises to allow:

1. Owner occupancy:

a. FAA will require access between Quesada Drive to SW 74th street for FAA vehicles and personnel.

2. Work by others.

a. FAA’s IT personnel will be installing telecommunications equipment.

B. Access to Site: Coordinate site access and staging areas with FAA project manager prior to commencement of work.

C. Security Requirements: Contractor shall comply with all applicable Department of

Transportation (DOT), FAA, and MMAC security directives while performing Work of this contract.

D. User / Owner Occupancy: Time Restrictions – Work shall be conducted between 6:00 a.m. and

6:00 p.m. on normal government workdays. No work shall occur at night, or on Saturday’s, Sunday’s or designated government holidays unless approved by the Contracting Officer seven

(7) days in advance.

1. All demolition including the removal of the existing pavement, concrete slab, sub-soil removal below existing concrete slab, demolition. Provide a minimum of seven (7) days prior notice to AMP-400, Project Manager, Mike Monroney Aeronautical Center, 405-

954-4574 to coordinate scheduling of any work to be done outside of the occupants normal working hours.

Federal Aviation Administration SUMMARY OF WORK

Quesada Gate Bid Package "A & B" 010100 - 3

E. Utility Outages and Shutdown: Coordinate with the Project Manager at 405-954-4574. Outages affecting FAA Operations are required to be accomplished at night, or on Saturday’s, Sunday’s or designated government holidays. Prior to any outage or shutdown, fourteen (14) working days notification must be made to coordinate scheduling of any Work to be performed during any hours.

1.6 PERMIT AND LICENSES

A. Contractor shall secure and pay for all permits, licenses, special inspections, etc. required in the execution of the Work, whether of a permanent or temporary nature. All permits shall be obtained and paid for from the City of Oklahoma City and other required agencies having jurisdiction.

1.7 SCHEDULE OF VALUES

A. The successful bidder will be required to, within 20 days after the date established as the Notice to Proceed, submit to the FAA a detailed schedule of values that clearly sets forth the scheduled prices for each component of the project.

B. This Project will be required to comply with the "Buy American Act."

1.8 OWNER OCCUPANCY

A. The Owner will require unobstructed access to SW 73Th Street to adjacent property by way of an alternate secured gate as illustrated in the drawing and the specifications.

B. The Owner will require access to all utilities and services located in and around the project site.

Federal Aviation Administration CONTRACT CONSIDERATIONS - 010190

Quesada Gate Bid Package "A & B" 010190 - 1

SECTION 010190 - CONTRACT CONSIDERATIONS

PART 1 - PART 1 GENERAL

1.1 SECTION INCLUDES

A. Schedule of values.

1.2 RELATED SECTIONS

A. Section 010100 – Summary of Work: Schedule of additional cost items to be included in the

Schedule of Values.

B. Section 010300 – Options: Description of options that may or may not be considered.

C. Section 016000 - Material and Equipment: Product substitutions and options.

1.3 SCHEDULE OF VALUES

A. Submit a printed schedule on Contractor's standard form or electronic media printout.

B. The Contractor shall submit Schedule of Values of various parts of the Work within ten (10) days after the Contract is awarded. A Detailed Schedule of Values shall also be submitted and shall include a complete breakdown of labor and materials required for the job showing quantities and Unit Prices, the whole aggregating the total sum of the Contract.

C. Format: For work depicted in Volume I of the drawings, utilize the Table of Contents of this

Project Manual. Identify each line item with number and title of the major Specification

Section. For work depicted in Volumes II through V of the drawings, the line items and units and method of measurements must be approved by the FAA and the City of Oklahoma City

Engineer. It is recommended the Lists of Standard Bid Items, as well as the Method of

Measurements published on the City’s website https://www.okc.gov/home/showdocument?id=3186 (or available by contacting the City

Engineer’s office) be used as the basis for the Contractor’s proposed Schedule of Values.

D. For the Detailed Schedule of Values, include separately for each line item, a direct proportional amount of Contractor's overhead and profit.

E. Revise schedule to list approved Change Orders, with each Application for Payment.

F. Include any additional items for breakdown as requested by the FAA project manager.

G. This Project is required to comply with the "Buy America Act."

https://www.okc.gov/home/showdocument?id=3186

Federal Aviation Administration CONTRACT CONSIDERATIONS - 010190

Quesada Gate Bid Package "A & B" 010190 - 2

1.4 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

A. This provision specifies the procedure for determination of time extensions for unusually severe weather in accordance with the contract clause entitled "Default: (Fixed Price Construction)". In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

1. The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

2. The unusually severe weather must actually cause a delay to the completion of the project.

The delay must be beyond the control and without the fault or negligence of the contractor.

B. The following schedule of monthly anticipated adverse weather delays is based on National

Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The contractor's progress schedule must reflect these anticipated adverse weather delays in all-weather dependent activities.

1. MONTHLY ANTICIPATED ADVERSE WEATHER DELAY WORK DAYS BASED ON

A FIVE (5) DAY WORK WEEK.

a. January - three (3) work days

b. February - three (3) work days

c. March - four (4) work days

d. April - four (4) work days

e. May - five (5) work days

f. June - four (4) work days

g. July - three (3) work days

h. August - three (3) work days

i. September - four (4) work days

j. October - three (3) work days

k. November - two (2) work days

l. December - two (2) work days

PART 2 - PART 2 PRODUCTS

Not Used

PART 3 - PART 3 EXECUTION

Not Used

Federal Aviation Administration MODIFICATION PROCEDURES

Quesada Gate Bid Package "A & B" 0010280 - 1

SECTION 0010280 - MODIFICATION PROCEDURES

PART 1 - - GENERAL

1.1 SECTION INCLUDES

A. Submittals.

B. Documentation of change in Contract Sum and Contract Time.

C. Change procedures.

D. Construction Change Directive.

E. Stipulated Sum change order.

F. Unit price change order.

G. Time and material change order.

H. Execution of change orders.

I. Correlation of Contractor submittals.

J. Weather Related Delays

1.2 RELATED SECTIONS

A. Section 013000 - Submittals: Work schedule and schedule of values.

B. Section 016000 - Material and Equipment: Product options and substitutions.

C. Section 017000 - Contract Closeout: Project record documents.

1.3 SUBMITTALS

A. Submit name of the individual authorized to receive change documents and be responsible for informing others in Contractor's employ or Subcontractors of changes to the Work.

B. Change Order Forms: Format provided in FAA General Conditions.

1.4 DOCUMENTATION OF CHANGE IN CONTRACT SUM AND CONTRACT TIME

A. Maintain detailed records of work done on a time and material basis. Provide full information required for evaluation of proposed changes, and to substantiate costs of changes in the Work.

B. Document each quotation for a change in cost or time with sufficient data to allow evaluation of

Federal Aviation Administration MODIFICATION PROCEDURES

Quesada Gate Bid Package "A & B" 0010280 - 2 the quotation.

C. On request, provide additional data to support computations:

1. Quantities of products, labor, and equipment.

2. Taxes, insurance, and bonds.

3. Overhead and profit.

4. Justification for any change in Contract Time.

5. Credit for deletions from Contract, similarly documented.

D. Support each claim for additional costs, and for work done on a time and material basis, with additional information:

1. Origin and date of claim.

2. Dates and times work was performed, and by whom.

3. Time records and wage rates paid.

4. Invoices and receipts for products, equipment, and subcontracts, similarly documented.

1.5 CHANGE PROCEDURES

A. The Architect/Engineer will advise of minor changes in the Work not involving an adjustment to Contract Sum or Contract Time as authorized by AIA A201, 1987 Edition, Paragraph 7.4 by issuing supplemental instructions on AIA Form G710.

B. The Architect/Engineer may issue a Proposal Request which includes a detailed description of a proposed change with supplementary or revised Drawings and specifications, a change in

Contract Time for executing the change with a stipulation of any overtime work required and the period of time during which the requested price will be considered valid. Contractor will prepare and submit an estimate within 10 days.

C. The Contractor may propose a change by submitting a request for change to the

Architect/Engineer, describing the proposed change and its full effect on the Work, with a statement describing the reason for the change, and the effect on the Contract Sum and Contract

Time with full documentation and a statement describing the effect on Work by separate or other contractors. Document any requested substitutions in accordance with Section 016000.

1.6 CONSTRUCTION CHANGE DIRECTIVE

A. Architect/Engineer may issue a document, signed by the Owner, instructing the Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order.

B. The document will describe changes in the Work and will designate method of determining any change in Contract Sum/Price or Contract Time.

C. Promptly execute the change in Work.

1.7 STIPULATED SUM CHANGE ORDER

A. Based on Proposal Request and Contractor's fixed price quotation or Contractor's request for a

Federal Aviation Administration MODIFICATION PROCEDURES

Quesada Gate Bid Package "A & B" 0010280 - 3

Change Order as approved by Architect/Engineer.

1.8 UNIT PRICE CHANGE ORDER

A. For pre-determined unit prices and quantities, the Change Order will be executed on a fixed unit price basis.

B. For unit costs or quantities of units of work which are not pre-determined, execute Work under a Construction Change Directive.

C. Changes in Contract Sum or Contract Time will be computed as specified for Time and

Material Change Order.

1.9 TIME AND MATERIAL CHANGE ORDER

A. Submit itemized account and supporting data after completion of change, within time limits indicated in the Conditions of the Contract.

B. Architect/Engineer will determine the change allowable in Contract Sum/Price and Contract

Time as provided in the Contract Documents.

C. Maintain detailed records of work done on Time and Material basis.

D. Provide full information required for evaluation of proposed changes, and to substantiate costs for changes in the Work.

1.10 EXECUTION OF CHANGE ORDERS

A. Execution of Change Orders: Architect/Engineer will issue Change Orders for signatures of parties as provided in the Conditions of the Contract.

1.11 CORRELATION OF CONTRACTOR SUBMITTALS

A. Promptly revise Schedule of Values and Application for Payment forms to record each authorized Change Order as a separate line item and adjust the Contract Sum.

B. Promptly revise progress schedules to reflect any change in Contract Time, revise sub-schedules to adjust times for other items of work affected by the change, and resubmit.

C. Promptly enter changes in Project Record Documents.

Weather Related Delay Claims

Extension of Time of Completion. The Contractor may be entitled to an extension in time only when: a) The claim for such extension is submitted to the Program Manager and City

Engineer in writing by the Contractor within seven (7) days from and after the time when the

Federal Aviation Administration MODIFICATION PROCEDURES

Quesada Gate Bid Package "A & B" 0010280 - 4 alleged cause of delay occurred which was beyond the Contractor’s control; and b) Then only when such claim is approved by the Program Manager and City Engineer. In adjusting the time for completion of the project, all strikes, lockouts, unusual delays in transportation or any condition over which the Contractor has no control unless and except delays by a subcontractor deemed to be within the control of the Contractor and any suspensions of activities ordered by the Program Manager and City Engineer for causes not the fault of the

Contractor shall be excluded from the computation of the Contract time for the completion of the work.

If the satisfactory execution and completion of the Contract should require work or materials in greater amount or quantities than those set forth in the contract, then the Contract time may be increased by the Program Manager and City Engineer. No allowance shall be made for delays or suspensions of the prosecution of the work due to the fault of the Contractor.

If the Contractor wishes to make a claim for an increase in the Contract time, written notice as provided herein shall be given. The Contractor’s claim shall include an estimate of cost and of probable effect of delay on progress of the work. In the case of a continuing delay, only one claim is necessary.

If adverse weather conditions are the basis for a claim for additional time, such claim shall be documented by data substantiating that weather conditions were abnormal for the period of time and could not have been reasonably anticipated, and that weather conditions had an adverse effect on the construction activities occurring on the critical path of the construction schedule.

Based on Oklahoma City climatological data, the number of lost days a contractor should expect during an average year for exterior weather sensitive activities has been determined. The figures are based on the number of days each month that receive precipitation greater than ½ inch and/or snowfall over one inch. No days have been included for drying time.

Days Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec

Lost 2 2 2 2 3 3 2 2 3 2 2 2

The lost weather days should be included in the schedule for the normal five-day work week

(excluding weekends and holidays) for the duration of the project. Weather days exceeding lost days may be submitted for approval to the Architect/Engineer, Program Manager and City

Engineer, which may extend the completion time for the project.

PART 2 - - PRODUCTS

Not Used

PART 3 - - EXECUTION

Federal Aviation Administration OPTIONS

Quesada Gate Bid Package "A & B" 010300 - 1

SECTION 010300 - OPTIONS

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Identification and description of work included in Options.

1.2 RELATED SECTIONS

A. Sections of Specifications identified in each Option.

1.3 PROCEDURES

A. Options will be exercised at the discretion of Owner, in no particular order.

B. Coordinate related work and modify surrounding work as required to complete the Work, including changes under each Option, when acceptance is designated in Owner-Contractor

Agreement.

1.4 OPTIONS

A. OPTION – PACKAGE “B”:

1. Bid Package “B” will extend the four-lane road improvement from the entry gate and guard house (Bid Package “A”) up to Mike Monroney Boulevard.

PART 2 - PRODUCTS

Not used.

PART 3 - EXECUTION

Not used.

Federal Aviation Administration COORDINATION AND MEETINGS

Quesada Gate Bid Package "A & B" 0010390 - 1

SECTION 0010390 - COORDINATION AND MEETINGS

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Coordination.

B. Pre-construction meeting.

C. Progress meetings.

D. Examination.

E. Preparation.

F. Cutting and Patching.

G. Alteration Project procedures.

1.2 COORDINATION

A. Coordinate scheduling, submittals, and Work of the various Sections of the Project Manual to assure efficient and orderly sequence of installation of interdependent construction elements, with provisions for accommodating items installed later.

B. Coordinate completion and cleanup of Work of separate Sections in preparation for Substantial

Completion.

1.3 PRE-CONSTRUCTION MEETING

A. Contracting Officer will schedule a meeting after Notice of Award.

B. Attendance Required: Contracting Officer, Project Manager, and Contractor.

C. Agenda:

1. Distribution of Contract Documents.

2. Submission of list of Subcontractors, list of Products, schedule of values, and progress schedule.

3. Designation of personnel representing the parties in Contract.

4. Procedures and processing of field decisions, Submittals, Substitutions, Applications for

Payments, Proposal Request, Change Orders, and Contract Closeout procedures.

5. Project Safety Plan Submittal by the Contractor to the FAA. Written Programs and Plans for:

a. Hazardous Work included in this Project.

b. Fall Protection Methods

Federal Aviation Administration COORDINATION AND MEETINGS

Quesada Gate Bid Package "A & B" 0010390 - 2

c. Hazardous Material Procedures

d. Emergency Action Plan

e. Other topics at the Contractors discretion.

6. Scheduling.

D. Record minutes and distribute copies within seven (7) days after meeting to participants, with two (2) copies to Contracting Officer, Project Manager and participants, and those affected by decisions made.

1.4 PROGRESS MEETINGS

A. Schedule and administer meetings throughout progress of the Work. These meetings will occur at a maximum of weekly and a minimum bi-weekly, unless otherwise required by the

Contracting Officer.

B. Make arrangements for meetings, prepare agenda with copies for participants; preside at meetings.

C. Attendance Required: Job Superintendent, major Subcontractors and suppliers, Contracting

Officer, Project Manager and others as appropriate to agenda topics for each meeting.

D. Agenda:

1. Review minutes of previous meetings.

2. Review of Work in progress.

3. 3 Week Look Ahead

a. Field observations

b. Identification of problems which impede planned progress

4. Status of Submittals, RFIs and RFPs

5. Maintenance of progress schedule.

a. Review of off-site fabrication and delivery schedules

b. Corrective measures to regain projected schedules

c. Effect of proposed changes on progress schedule and coordination

6. Testing planned and required in accordance with contract requirements

7. Quarterly Environmental and Safety discussion to review MMAC policies and operational controls.

E. Record minutes and distribute copies within seven (7) days after meeting to participants, with two (2) copies to Contracting Officer, Project Manager and participants, and those affected by decisions made.

PART 2 - PRODUCTS

Federal Aviation Administration CUTTING AND PATCHING

Quesada Gate Bid Package "A & B" 0010450 - 1

SECTION 0010450 - CUTTING AND PATCHING

PART 1 - GENERAL

1.1 DESCRIPTION OF REQUIREMENTS

A. Definition: “Cutting and Patching” includes cutting into existing construction to provide for the installation or performance of other work and subsequent fitting and patching required to restore surfaces to their original condition.

1. Cutting and patching is performed for coordination of the work, to uncover work for access or inspection, to obtain samples for testing, to permit alterations to be performed for other similar purposes.

a. Areas where Cutting and Patching occurs should be inspected to determine if

Asbestos Composition Materials (ACM) exists. If material is determined to be

ACM, inform the Owner and Architect and develop a plan to mitigate any disturbance of the ACM.

2. Cutting and patching performed during the manufacture of products, or during the initial fabrication, erection or installation processes is not considered to be “cutting and patching” under this definition. Drilling of holes to install fasteners and similar operations are also not considered to be “cutting and patching”.

3. “Demolition” and “Selective Demolition” are recognized as related-but-separate categories of work, which may or may not require cutting and patching as defined in this section; refer to “Selective Demolition” section 024119.

B. Refer to other sections of these specifications for specific cutting and patching requirements and limitations applicable to individual units of work.

1. Unless otherwise specified, requirements of this section apply to mechanical and electrical work. Refer to Division-15 and Division-16 sections for additional requirements and limitations on cutting and patching of mechanical and electrical work.

1.2 QUALITY ASSURANCE

A. Requirements for Structural Work: Refer to Section 024119 - Selective Demolition. Do not cut and patch structural work in a manner that would result in a reduction of load-carrying capacity or of load-deflection ratio. Prior to such work, obtain approval of project’s structural engineer.

B. Before cutting and patching the following categories of work, obtain the Contracting Officer’s approval to proceed.

1. Structural steel.

2. Miscellaneous structural metals, including lintels, equipment supports, and similar categories of work.

3. Structural concrete.

Federal Aviation Administration CUTTING AND PATCHING

Quesada Gate Bid Package "A & B" 0010450 - 2

4. Foundation construction.

5. Retaining walls.

6. Structural decking.

7. Roofing system.

8. Piping, ductwork, vessels and equipment.

9. Shoring, bracing, and sheeting.

10. Primary operational systems and equipment.

11. Noise and vibration control elements and systems.

12. Control, communication, conveying, and electrical wiring systems.

C. Visual Requirements: Do not cut and patch work exposed on the building’s exterior or in its occupied spaces in a manner that would, in the Contracting Officer’s opinion, result in lessening the building’s aesthetic qualities. Refer to the demolition drawings provided as part of the construction documents. Ask questions prior to performing cutting and patching work rather than after such performance. Do not cut and patch work in a manner that would result in substantial visual evidence of cut and patch work. Remove and replace work judged by the

Contracting Officer to be cut and patched in a visually unsatisfactory manner.

1.3 SUBMITTALS

A. Procedural Proposal for Cutting and Patching: Where prior approval of cutting and patching is requested, submit proposed procedures for this work well in advance of the time work will be performed and request approval to proceed. Include the following information, as applicable, in the submittal:

1. Describe nature of the work and how it is to be performed, indicating why cutting and patching cannot be avoided. Describe anticipated results of the work in terms of changes to existing work, including structural, operational and visual changes as well as other significant elements.

2. List products to be used and firms including their qualifications that will perform the work.

3. Give dates when work is expected to be performed.

4. List utilities that will be disturbed or otherwise affected by work, including those that will be relocated and those that will be out of service temporarily. Indicate how long utility service will be disrupted.

5. When cutting and patching of structural work involves the addition of reinforcement, submit details and engineering calculations to show how that reinforcement is integrated with original structure to satisfy requirements.

6. Waste Management Plan in accordance with AMS Clause # 3.6.3-22

PART 2 - PRODUCTS

2.1 MATERIALS

A. General: Except as otherwise indicated, or as directed by the Contracting Officer, use materials for cutting and patching that are identical to existing materials. If identical materials are not available, or cannot be used, use materials that match existing adjacent surfaces to the fullest

Federal Aviation Administration CUTTING AND PATCHING

Quesada Gate Bid Package "A & B" 0010450 - 3 extent possible with regard to visual effect. Use materials for cutting and patching that will result in equal-or-better performance characteristics.

1. The use of a trade name and suppliers name and address is to indicate a possible source of the product. Products of the same type from other sources shall not be excluded provided they possess like physical and functional characteristics.

2. Patch with similar or comparable systems and with approval from the warranty holders so that existing warranties are not voided.

PART 3 - EXECUTION

3.1 INSPECTION

A. Before cutting, examine the surfaces to be cut and patched and the conditions under which the work is to be performed. If unsafe or otherwise unsatisfactory conditions are encountered, take corrective action before proceeding with the work.

1. Before the start of cutting work, meet at the work site with all parties involved in cutting and patching, including mechanical and electrical trades. Review areas of potential interference and conflict between the various trades. Coordinate layout of the work and resolve potential conflicts before proceeding with the work.

3.2 PREPARATION

A. Temporary Support: To prevent failure provide temporary support of work to be cut.

B. Protection: Protect other work during cutting and patching to prevent damage. Provide protection from adverse weather conditions of that part of the project that may be exposed during the cutting and patching operations.

1. Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas.

C. Take precaution not to cut existing pipe, conduit or duct serving the building but scheduled to be relocated until provisions have been made to bypass them.

D. When machinery can damage municipal roads or parking lots to access the work site, protect the roads and lots.

3.3 PERFORMANCE

A. General: Employ skilled workmen to perform cutting and patching work. Except as otherwise indicated or as approved by the Contracting Officer, proceed with cutting and patching at the earliest feasible time and complete work without delay.

B. Cutting: Cut the work using methods that are least likely to damage work to be retained or adjoining work. Where possible review proposed procedures with the original installer; comply with original installers recommendations.

Federal Aviation Administration CUTTING AND PATCHING

Quesada Gate Bid Package "A & B" 0010450 - 4

1. In general, where cutting is required use hand or small power tools designed for sawing or grinding, not hammering and chopping. Cut through concrete and masonry using a cutting machine such as a carborundum saw or core drill to insure a neat hole.

2. Cut holes and slots neatly to size required with minimum disturbance of adjacent work.

To avoid marring existing finished surfaces, cut or drill from the exposed or finished side into concealed surfaces. Temporarily cover openings when not in use.

3. Comply with requirements of other applicable sections where cutting and patching requires excavating and backfilling.

4. By-pass utility services such as pipe and conduit, before cutting, where such utility services are shown or required to be removed, relocated or abandoned. Cut-off conduit and pipe in walls or partitions to be removed. After by-pass and cutting, cap, valve or plug and seal tight remaining portion of pipe and conduit to prevent entrance of moisture or other foreign matter.

C. Patching: Patch with seams which are durable and as invisible as possible. Comply with specified tolerances for the work.

1. Where feasible, inspect and test patched areas to demonstrate integrity of work.

2. Restore exposed finishes of patched areas and where necessary extend finish restoration into retained adjoining work in a manner which will eliminate evidence of patching and refinishing

3. Where removal of walls or partitions extends one finished area into another finished area, patch and repair floor and wall surfaces in the new space to provide an even surface of uniform color and appearance. If necessary to achieve uniform color and appearance, remove existing floor and wall coverings and replace with new materials.

a. Where patch occurs in a smooth painted surface, extend final paint coat over entire unbroken surface containing patch, after patched area has received prime and base coat.

4. Patch, repair or rehang existing ceiling as necessary to provide an even plane surface of uniform appearance.

3.4 CLEANING

A. Thoroughly clean areas and spaces where work is performed or used as access to work. Remove completely paint, mortar, oils, putty and items of similar nature. Thoroughly clean piping, conduit, and similar features before painting or other finish is applied. Restore damage pipe covering to its original condition.

Federal Aviation Administration SUBMITTALS

Quesada Gate Bid Package "A & B" 0013000 - 1

SECTION 0013000 - SUBMITTALS

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Submittal Schedule.

B. Submittal procedures.

C. Format of Submittals.

D. Construction progress schedules.

E. Proposed Products list.

F. Waste Management Plan in accordance with AMS Clause # 3.6.3-22

1.2 RELATED SECTIONS

A. Section 014000 - Quality Requirements: Manufacturers' field services and reports.

B. Section 0017000 - Contract Closeout: Contract warranties, bonds, manufacturers' certificates, and closeout submittals.

1.3 SUBMITTAL SCHEDULES

A. Submit to the Contracting Officer three (3) copies of a submittal schedule at the first progress meeting. Schedule shall include but not be limited to specification Section number, specification title, paragraph number, and/or drawing number, description of submitted item, date submitted, date to location, reviewer action. Update the schedule at each subsequent progress meeting.

Refer to example of schedule as attached at the end of this Section.

1.4 SUBMITTAL PROCEDURES

A. Transmit each submittal with Contracting Officer accepted completed transmittal form as attached to this specification Section.

B. Sequentially number the transmittal forms. Revise submittals with original number and a sequential alphabetic suffix. Example: 262200-01-00 - Low Voltage Transformers. If a resubmittal is required, the subsequent submittal number would be 262200-02-01 - Low Voltage

Transformers.

C. Identify Project, Contractor, Subcontractor or Supplier; pertinent drawing and detail number, and specification Section number, as appropriate.

D. Apply Contractor's stamp, signed or initialed certifying that review, verification of Products

Federal Aviation Administration SUBMITTALS

Quesada Gate Bid Package "A & B" 0013000 - 2 required, field dimensions, adjacent construction Work, and coordination of information, is in accordance with the requirements of the Work and Contract Documents. If the Contractor's review has not been completed, the submittal will be returned with no action.

E. Schedule submittals to expedite the Project. Electronically deliver submittals to Architect at michal.biery@benham.com. The Architect will review the submittal and forward to the

Contracting Officer e-mail address for review. Coordinate submission of related items.

F. For each submittal for review, allow fourteen (14 Calendar days) excluding delivery time to and from the Contractor.

G. Identify variations from Contract Documents and Product or system limitations, which may be detrimental to successful performance of the completed Work.

H. Provide space for Architect, Contractor and Contracting Officer review stamps.

I. On submittals that are categorized as "revise and resubmit", identify all changes made since previous submission.

J. Distribute copies of reviewed submittals as appropriate. Instruct parties to promptly report any inability to comply with provisions.

K. Submittals not requested will not be recognized or processed.

L. Waste Management Plan in accordance with AMS Clause # 3.6.3-22. Periodic (monthly) demolition waste management/disposition inventories should be submitted.

1.5 FORMAT OF SUBMITTALS

A. Electronic submittals are preferred. Coordinate procedure with the project manager. Submittals of entire systems shall be submitted as a complete unit with necessary appurtenances related and/or a part of the systems unit. Systems shall be defined as follows but not limited to those listed: HVAC, plumbing, and any other system which will require sub-systems for the system to work in a manner as designed in the Contract Documents.

B. Identifying Submittals: Identify submittals, except sample panel and sample installation, with the following information permanently adhered to or noted on each separate component of each submittal and noted on the transmittal form. Tab indexed Section dividers as required to separate components or Products. Mark each copy of each submittal identically, with the following:

1. Project title and location.

2. Construction contract number.

3. The Section number of the specification Section by which the submittal is required

(262213 - LOW-VOLTAGE DISTRIBUTION TRANSFORMERS)

4. The name, address, and telephone number of the Subcontractor, supplier, manufacturer and any other second tier Contractor associated with the submittal.

5. Product identification and location in Project.

mailto:%20michal.biery@benham.com.

mailto:%20michal.biery@benham.com.

Federal Aviation Administration SUBMITTALS

Quesada Gate Bid Package "A & B" 0013000 - 3

C. Format for Product Data:

1. Submit electronic copies which the Contract requires, one (1) copy the Contractor shall submit as a Project record documents in accordance with Section 017000 CONTRACT

CLOSEOUT. Present Product data submittals for each Section as a complete submittal.

Include a table of contents listing page and catalog item numbers for Product data.

2. Indicate, by prominent notation, each Product which is being submitted; indicate the specification Section number and paragraph number to which it pertains. Identify applicable Products, models, options, and other data. Provide results of test reports specified in each specification Section. Supplement manufacturers' standard data to provide information unique to this Project.

3. Indicate Product utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances.

4. Supplement Product data with material prepared for the Project to satisfy submittal requirements for which Product data does not exist. Identify this material as developed specifically for the Project.

5. After review distribute in accordance with the Submittal Procedures article above and provide copies for record documents described in Section 017000 - CONTRACT

CLOSEOUT.

D. Format for Shop Drawings:

1. Electronic submittals are preferred. Coordinate procedure with the project manager.

2. Shop drawings shall not be less than 8 1/2 by 11 inches nor more than 30 x 42 inches.

Present 8-1/2 x 11-sized shop drawings as a part of the bound volume for the submittals required by the Section. Present larger drawings in sets. Include on each drawing the drawing title, number, date, and revision numbers and dates, in addition to the information required in the paragraph entitled "Identifying Submittals." Dimension drawings, except diagrams and schematic drawings; prepare drawings demonstrating interface with other trades to scale. Identify materials and Products for Work shown.

3. Shop Drawings: Submit for review. After review, produce copies and distribute in accordance with the SUBMITTAL PROCEDURES article above and for record documents purposes described in Section 017000 - CONTRACT CLOSEOUT.

4. Indicate special utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances.

E. Format of Samples:

1. Furnish samples in the sizes below, unless otherwise specified or unless the manufacturer has prepackaged samples of approximately the same size as specified:

a. Sample of Equipment or Device: Full size.

b. Sample of Materials less than 2 by 3 inches: Built up to 8 1/2 by 11 inches.

c. Sample of Materials exceeding 8 1/2 by 11 inches: Cut down to 8 1/2 by 11 inches and adequate to indicate color, texture, and material variations.

d. Sample of Linear Devices or Materials: 10-inch length or length to be supplied, if less than 10 inches. Examples of linear devices or materials are conduit and handrails.

e. Sample of Non-Solid Materials: Pint. Examples of non-solid materials are sand and paint.

f. Color Selection Samples: 2 inches by 4 inches.

g. Sample Panel: 4 feet by 4 feet.

Federal Aviation Administration SUBMITTALS

Quesada Gate Bid Package "A & B" 0013000 - 4

h. Sample Installation: 100 square feet.

2. Submit the number of samples specified in individual specification Sections; one of which will be retained by Contracting Officer.

3. Submit samples to illustrate functional and aesthetic characteristics of the Product, with integral parts and attachment devices. Coordinate sample submittals for interfacing Work.

4. Submit samples of finishes from the full range of manufacturers' standard colors, textures, and patterns for Contracting Officer selection, if color is not specified or indicated on the Drawings.

5. Samples Showing Range of Variation: Where variations are unavoidable due to the nature of the materials, submit sets of samples of not less than three units showing the extremes and middle of the range.

6. Reusable Samples: Incorporate returned samples into the Work only if so specified or indicated. Incorporated samples shall be in undamaged condition at the time of use.

7. Recording of Sample Installation: Note and preserve the notation of the area constituting the sample installation but remove the notation at the final cleanup of the Project.

8. When a color, texture or pattern is specified in naming a particular manufacturer and style, include one sample of that manufacturer and style, for comparison.

F. Format of Administrative Submittals:

1. When the submittal includes a document, which is to be used in the Project or become a part of the Project record, other than as a submittal, do not apply the Contractor's approval stamp to the document, but to a separate sheet accompanying the document.

2. Operation and Maintenance Manual Data: Submit in accordance with Section 01730, Operation and Maintenance Data. Include components required in that Section and the various technical Sections.

3. Waste Management Plan in accordance with AMS Clause # 3.6.3-22. Periodic (monthly) demolition waste management/disposition inventories should be submitted.

G. Manufacturer Installation Instructions:

1. When specified in individual specification Sections, submit printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, to Contracting

Officer in quantities specified for Product Data.

2. Indicate special procedures, perimeter conditions requiring special attention, and special environmental criteria required for application or installation.

H. Manufacturer Certificates:

1. When specified in individual specification Sections, submit certification by manufacturer to Contracting Officer, in quantities specified for Product Data.

2. Indicate material or Product conforms to or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate.

3. Certificates may be recent or previous test results on material or Product but must be acceptable to Contracting Officer.

1.6 CONSTRUCTION PROGRESS SCHEDULES

A. Submit initial baseline schedule within five (5) days after date established in Notice to Proceed.

B. Construction progress schedule shall have construction activity line items that correspond to the

Federal Aviation Administration SUBMITTALS

Quesada Gate Bid Package "A & B" 0013000 - 5 schedule of values as listed in Section 010190 - CONTRACT CONSIDERATIONS.

C. Revise and resubmit the construction progress schedule to reflect the actual progress of construction. The original baseline schedule shall not change except, as permitted with approved extension of time.

D. Submit revised schedules with each Application for Payment, identifying changes since previous version. The application for payment shall not be considered complete, and the application will not be processed until the schedule or revised schedule is submitted.

E. Submit a computer-generated chart with separate line for each major activity or Section of

Work, identifying first workday of each week.

F. Show complete sequence of construction by activity, identifying Work of…