Solicitation Attachment 3 - Specifications.pdf

Type A-2 Concept Development

C-17 MSA EXPANSION

145 AW NCANG, NORTH CAROLINA

NGB Contract: W9133L16D0005 Task Order: W9124218F0093

NCANG PN: FJRP189050

December 14, 2018 buc81419 Rectangle buc81419 Text Box April 5, 2021 buc81419 Image buc81419 Text Box Type B-3 Final Submittal Final Technical Specifications

NORTH CAROLINA AIR NATIONAL GUARD – 145TH WING

C-17 MSA EXPANSION - FJRP189050

CHARLOTTE-DOUGLAS ANG BASE – CHARLOTTE, NC

Division Section Title

SPECIFICATIONS GROUP

General Requirements Subgroup

DIVISION 01 - GENERAL REQUIREMENTS

011000 SUMMARY

011416 COORDINATION WITH NORTH CAROLINA AIR NATIONAL GUARD (NCANG) &

CHARLOTTE-DOUGLAS AIR NATIONAL GUARD BASE (ANGB)

012300 OPTIONS

013100 PROJECT MANAGEMENT AND COORDINATION

013200 CONSTRUCTION PROGRESS DOCUMENTATION

013300 SUBMITTAL PROCEDURES AND SUBMITTALS LOG

014000 QUALITY CONTROL

014200 REFERENCES

015000 TEMPORARY FACILITIES AND CONTROLS

015240 CONSTRUCTION WASTE MANAGEMENT

015930 SECURITY REGULATIONS

015950 SAFETY AND HEALTH

015960 HAZARDOUS MATERIAL STORAGE AND DISTRIBUTION

016000 PRODUCT REQUIREMENTS

017000 EXECUTION REQUIREMENTS

017320 SELECTIVE DEMOLITION

017329 CUTTING AND PATCHING

017700 CLOSEOUT PROCEDURES

017820 OPERATION AND MAINTENANCE DATA

017839 PROJECT RECORD DOCUMENTS

018200 DEMONSTRATION AND TRAINING

Facility Construction Subgroup

DIVISION 02 - EXISTING CONDITIONS

023213 TEST PITS

DIVISION 03 - CONCRETE

033000 CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

042200 CONCRETE UNIT MASONRY

DIVISION 05 - METALS

051200 STRUCTURAL STEEL FRAMING

053100 STEEL DECKING

054400 COLD-FORMED METAL TRUSSES

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

061053 MISCELLANEOUS ROUGH CARPENTRY

064116 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

071113 BITUMINOUS DAMPPROOFING

072100 THERMAL INSULATION

072726 FLUID-APPLIED MEMBRANE AIR BARRIERS

074113.16 STANDING-SEAM METAL ROOF PANELS

075216 STYRENE-BUTADIENE-STYRENE (SBS) MODIFIED BITUMINOUS MEMBRANE ROOF

VAPOR RETARDER

079200 JOINT SEALANTS

DIVISION 08 - OPENINGS

081113 HOLLOW METAL DOORS AND FRAMES

081405

083323

ARCHITECTURAL WOOD DOORS

OVERHEAD COILING DOORS

084113 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

087100 DOOR HARDWARE

088000 GLAZING

089119 FIXED LOUVERS

DIVISION 09 - FINISHES

092216 NON-STRUCTURAL METAL FRAMING

092900 GYPSUM BOARD

093013 CERAMIC TILING

095113 ACOUSTICAL PANEL CEILINGS

096513 RESILIENT BASE AND ACCESSORIES

096543 LINOLEUM FLOORING

096813 TILE CARPETING

099123 INTERIOR PAINTING

DIVISION 10 - SPECIALTIES

102800 TOILET AND BATH ACCESSORIES

DIVISION 12 - FURNISHINGS

122413 ROLLER WINDOW SHADES

Facility Services Subgroup

DIVISION 21 – FIRE PROTECTION

210517 SLEEVES AND SLEEVE SEALS FOR SPRINKLER PIPING

210553 IDENTIFICATION FOR FIRE SUPPRESSION PIPING AND EQUIPMENT

211313 SPRINKLER SYSTEMS

DIVISION 22 - PLUMBING

220517 SLEEVES AND SLEEVE SEALS FOR PIPING

220518 ESCUTCHEONS FOR PIPING

220519 METERS AND GAGES

220523 GENERAL-DUTY VALVES

220529 HANGERS AND SUPPORTS FOR PIPING AND EQUIPMENT

220553 IDENTIFICATION FOR PIPING AND EQUIPMENT

220719 PLUMBING PIPING INSULATION

221116 DOMESTIC WATER PIPING

221119 DOMESTIC WATER PIPING SPECIALTIES

221123 NATURAL GAS PIPE AND EQUIPMENT

221316 SANITARY WASTE AND VENT PIPING

221319

223300

SANITARY WASTE PIPING SPECIALTIES

ELECTRIC, DOMESTIC-WATER HEATER

223400 FUEL-FIRED, DOMESTIC-WATER HEATERS

224218 PLUMBING FIXTURES

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

230513 COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT

230529 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT

230548 VIBRATION AND SEISMIC CONTROLS FOR HVAC

230553 IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT

230593 TESTING, ADJUSTING, AND BALANCING FOR HVAC

230713 DUCT INSULATION

230719

230911

HVAC PIPING INSULATION

CONTROL PANELS, ENCLOSURES, AND DEVICES

232300 REFRIGERANT PIPING

233113 METAL DUCTS

233300 AIR DUCT ACCESSORIES

233346 FLEXIBLE DUCTS

233423 HVAC POWER VENTILATORS

233713.13 AIR DIFFUSERS

233713.23 REGISTERS AND GRILLES

233723 HVAC GRAVITY VENTILATORS

235123 GAS VENTS

235416.13

238113.13

GAS-FIRED FURNACES

PACKAGED TERMINAL AIR-CONDITIONERS, OUTDOOR, WALL- MOUNTED UNITS

238126 SPLIT-SYSTEM AIR-CONDITIONERS

DIVISION 26 - ELECTRICAL

260500 BASIC ELECTRICAL REQUIREMENTS

260513 MEDIUM-VOLTAGE CABLES

260519 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

260526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

260529 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

260533 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS

260543 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS

260544 SLEEVES AND SLEEVE SEALS FOR ELECTRICAL RACEWAYS AND CABLING

260553 IDENTIFICATION FOR ELECTRICAL SYSTEMS

260574 OVERCURRENT PROTECTIVE DEVICE ARC-FLASH STUDY

261213 LIQUID-FILLED, MEDIUM-VOLTAGE TRANSFORMERS

262416 PANELBOARDS

262726 WIRING DEVICES

262816 ENCLOSED SWITCHES AND CIRCUIT BREAKERS

264113 LIGHTNING PROTECTION FOR STRUCTURES

264313 SURGE PROTECTION FOR LOW-VOLTAGE ELECTRICAL POWER CIRCUITS

265119 LED INTERIOR LIGHTING

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

280513 CONDUCTORS AND CABLES FOR ELECTRONIC SAFETY AND SECURITY

280526 GROUNDING AND BONDING FOR ELECTRONIC SAFETY AND SECURITY

280528 PATHWAYS FOR ELECTRONIC SAFETY AND SECURITY

283111 DIGITAL, ADDRESSABLE FIRE-ALARM SYSTEM

Site and Infrastructure Subgroup

DIVISION 31 - EARTHWORK

310000 EARTHWORK

311000 SITE CLEARING

312319 DEWATERING AND DRAINAGE

312333 TRENCHING, BACKFILLING, AND COMPACTING

312500 EROSION AND SEDIMENTATION CONTROL

321200 PAVING AND SURFACING

DIVISION 32 - EXTERIOR IMPROVEMENTS

323113 FENCE AND GATES

DIVISION 33 - UTILITIES

330505 WATER, SANITARY, AND DRAINAGE SITE PIPING

END OF TABLE OF CONTENTS

SUMMARY 011000 - 1

SECTION 011000 - SUMMARY

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Work covered by Contract Documents.

2. Work under separate contracts.

3. Government-furnished products.

4. Access to site.

5. Work restrictions.

6. Specification and Drawing conventions.

7. Miscellaneous provisions.

B. Related Requirements:

1. Section 01 50 00 "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Government's facilities.

1.2 PROJECT IDENTIFICATION

A. Project Name and Location: C-17 MSA Expansion, 145 AW NCANG, North Carolina.

B. Project No.: FJRP189050

1.3 WORK COVERED BY CONTRACT DOCUMENTS

A. This project includes, but is not limited to, the following work:

1. Buildings 71, 73, and 74 are to be razed.

a. Disconnect existing utility services for future reconnection.

2. Construct M&I Magazine Building at the location of the existing concrete pad of Building

74.

a. Reconnect existing utility services.

b. Install all conduit, junction boxes, and other components as indicated on the Electrical

Drawings and as required to support security system installation by others indicated in the attached scope of work. Security system itself is not in the contract.

3. Construct Storage Magazine Building to replace Buildings 71 and 73.

SUMMARY 011000 - 2

a. Sawcut and remove pavement/concrete for concrete foundation.

b. Install concrete filled steel bollards at perimeter.

c. Provide electrical and communication service to Storage Magazine Building.

d. Install all conduit, junction boxes, and other components as indicated on the Electrical

Drawings and as required to support security system installation by others indicated in

4. Construct Administration Building.

a. Sawcut and remove pavement for foundation and concrete slab.

b. Mill surface course of paving in front of building and repave.

c. Install concrete filled steel bollards at front of building.

d. Provide electrical, communication, gas, water, and sanitary utilities.

e. Install all conduit, junction boxes, and other components as indicated on the Electrical

Drawings and as required to support security system installation by others indicated in

f. Clear and grub wooded area and provide storm sewer system.

5. Provide a temporary MSA facility for M&I and munition storage during construction.

a. Construction is to be phased, whereas the administrative functions will operate out of

Building 74 until construction of the Administration Building is completed.

b. Subsequently, the personnel will move to the Administration Building after completion.

At this point the existing MSA site could be decommissioned and moved to the tempo-rary facility.

B. The project was designed by:

Mott MacDonald

111 Wood Ave., South, Iselin, NJ 08830

C. Architect: The term Architect or Engineer (A/E) refers to the project designer. The A/E’s status relative to the construction will be delineated in writing by the Contracting Officer prior to the pre-construction conference.

D. Type of Contract:

1. Project shall be a Firm Fixed price (FFP) contract.

E. Work Sequence:

1. Work shall be conducted in a several phases:

a. Phase 1: Construction of administration building and required demolition within administration building extents. Government to transfer all operations to administration building. Allow for one week for Government transfer at the completion of phase 1 and before phase 2 begins.

SUMMARY 011000 - 3

b. Phase 2: Construction of temporary storage site. Government to transfer all storage items to temporary storage site. Allow for two weeks for Government transfer at the completion of phase 2 and before phase 3 begins.

c. Phase 3: Demolition of existing Buildings 71, 73, and 74. Construction of 15' x 20'

M&I Magazine Building and construction of 40'-6” x 44' Storage Magazine

Building. Government to transfer all storage items to Storage Magazine Building.

Allow for two weeks for Government transfer at the completion of phase 3 and before phase 4 begins.

d. Phase 4: Deconstruct temporary storage site.

2. Additionally, there are Bid Items in the design package in addition to the base bid called

Options. Refer to Contract Specification Section 01 23 00, "Options."

3. Temporary Government Office (Swing Space) Space: Not required.

1.4 WORK BY GOVERNMENT

A. General: The contractor shall coordinate all required work under the terms and conditions of this contract with the Government to facilitate any other site or project requirements.

1.5 GOVERNMENT-FURNISHED PRODUCTS

A. Government may furnish products to be incorporated into Work by Contractor. Refer to the contract drawings for locations of Installed Building Equipment (IBE) vs. Personal Property

(PP). All items indicated in the Contract Documents are considered IBE and a part of this

Contract, except for certain Personal Property (PP), as identified in the Contract Documents that shall be provided and installed by the Contractor.

1.6 WORK UNDER OTHER CONTRACTS

It is not anticipated that any other Contractor will perform any work in the building during this project. However, if the Government requires that another Contractor perform work in this building the Contractor shall cooperate with other contractors performing this work, including providing labor, materials and other costs necessary to satisfactorily coordinate the Contract work with work performed under other contracts.

1.7 ACCESS TO SITE

A. Use of Site: Limit use of Project site to areas within the Contract Limits of Disturbance indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Limits: Limit of Site disturbance shall be as indicated by the Limits of Disturbance in the Contract Documents.

2. Driveways, Walkways and Entrances: Keep driveways and entrances serving premises clear and available to Government, Government's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials.

CHARLOTTE-DOUGLAS ANG BASE – CHARLOTTE, NC

SUMMARY 011000 - 4

a. Schedule deliveries to minimize use of driveways and entrances by construction operations.

b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

1.8 WORK RESTRICTIONS

A. Work Restrictions, General: Comply with Government restrictions on construction operations.

1. Contractor will be restricted from working during the Air National Guard Base’s Regularly Scheduled Drill Periods. Drills usually occur one weekend per month with the exception of July (two week days are typically added in January). The annual schedule will be provided by the Government to the Contractor upon contract award.

B. On-Site Work Hours: Limit work on the Air National Guard Base to normal business working hours of 7:30 a.m. to 4:00 p.m., Monday through Friday, except Federal and State

Government observed holidays as follows:

1. New Year’s Day

2. Martin Luther King’s Birthday

3. Presidents Day

4. Memorial Day

5. Independence Day

6. Labor Day

7. Columbus Day

8. Veterans Day

9. Thanksgiving Day

10. Christmas Day

C. Existing Utility Interruptions: Do not interrupt utilities serving adjacent facilities occupied by Government or others unless permitted under the following conditions and then only after providing temporary utility services maintaining continuity of service according to requirements indicated:

1. Notify Government not less than ten days in advance of proposed utility interruptions.

2. Obtain Contracting Officer’s written permission before proceeding with utility interruptions.

D. Excavation: Notify Government/COR no less than thirty days in advance of proposed excavation activities, and coordinate proposed excavation activities with all required permit review/issuance periods.

E. Controlled Substances: Use of tobacco products are permitted in designated areas. Use of controlled substances on Project site is not permitted.

F. Employee Identification: Contractor shall comply with all Charlotte-Douglas Air

National Guard Base (ANGB) employee identification requirements.

CHARLOTTE-DOUGLAS ANG BASE – CHARLOTTE, NC

SUMMARY 011000 - 5

G. Employee Screening: Contractor shall comply with all Charlotte-Douglas Air National Guard

Base (ANGB) requirements for employee screening requirements.

H. Employee Access: Contractor shall comply with all Charlotte-Douglas Air National Guard

Base (ANGB) installation entry control procedures for all contractors, subcontractors, and suppliers. The contractor shall obtain the necessary passes and/or identification for entry into the work site for the contractor, subcontractor, and suppliers prior to the commencement of work. The Contractor shall maintain and provide the Government a current roster of all sub-contractors and provide any changes immediately to the Government. Procedures and limitations for installation entry control procedures will be supplied to the contractor at the pre-construction meeting.

I. Federal Aviation Administration (FAA) Identification: Not required.

1.9 MISCELLANEOUS PROVISIONS

A. The General Contractor shall be thoroughly familiar with the Drawings and Specifications to ensure against misunderstanding between trades during entire construction of project. If there is a conflict between different contract documents, the contractor shall submit a Request for

Information to clarify the discrepancy prior to proceeding and/or installing the item/work.

B. Rough-In: All rough-in for all items of work and materials indicated on the Drawings or in the

Specifications, except as may be specifically excluded, shall be furnished and installed, complete, by the Contractor.

C. Site Preparation: All site preparation work shall proceed with due care and safety for personnel and pedestrians. All operations shall be planned to cause the minimum amount of interference with normal routine and functioning of existing facilities on the Charlotte-Douglas ANGB.

D. Preservation and Restoration of Property: Contractor shall be responsible for the preservation of all public and private property on the surface or underground, along and adjacent to the work, and shall conduct their operations in a manner that will ensure against injury or damage thereto.

Work shall be accomplished within the Limits of disturbance indicated on the Contract documents.

E. Where any direct or indirect damage is done to public or private property by or on account of any act, omission, neglect or misconduct in the execution of the work, or because of non-execution thereof, on the part of the Contractor, such property shall be restored by the

Contactor, at no cost to the Government, to a condition equal to that existing before such damage was done, by repairing, rebuilding or otherwise restoring same in a manner acceptable to the Government.

F. All work performed under this Contract shall proceed with due care and safety for all personnel, pedestrians, and vehicular traffic. All work shall be planned so that the Project can be secured against unauthorized entry at the end of each working day.

G. Although every endeavor has been made, on the Drawings and in Specifications to show all new and existing conditions, it will be the Contractor’s responsibility to fully and carefully evaluate

CHARLOTTE-DOUGLAS ANG BASE – CHARLOTTE, NC

SUMMARY 011000 - 6

drawings and jobsite conditions prior to submitting the bid proposal. It is not the intent of the

Contract to pay the Contractor for work due to deviations from Drawings and Specifications.

H. The Contractor is responsible for the identification, obtaining, and payment of all Construction

Permit and tapping fees (both temporary and final hook-up) that may be required for the construction of the project. This shall include general/utility/excavation permits, tapping permits or fees, etc., as may also be required by local utility authorities. No fees apply to

Government owned utilities for both temporary and final hook-up.

1. Natural gas lines are NOT Government owned and the Contractor can anticipate fees for tapping, extending, etc. of service lines. Natural gas lines are owned and maintained by

Piedmont Natural Gas Company.

2. Overhead electrical power is NOT Government owned and the Contractor can anticipate fees for tapping, extending, etc. of service lines. Electrical service is owned and maintained by Duke Power Company.

3. Transformers, sectionalizing cabinets, electrical panels, etc. are Government owned and there are no tapping fees to connect to these items.

4. Plumbing is Government owned and there are no tapping fees to connect to these items.

However, installations of required back flow preventors and pressure relief valves are the

Contractor’s responsibility.

5. Sanitary lines and manholes are Government owned and there are no tapping fees to connect to these items.

I. The Report of Geotechnical Subsurface Exploration that was completed in December-2018 for the NCANG MSA Building Project is available under separate cover and shall be considered

Supplemental information only (e.g. non-binding) for the Contractor's use. The Contract Plans and Specifications have taken into consideration the discussions and recommendations in the report and govern as construction requirements. The Contractor is required to verify all existing conditions necessary for proper installation, construction, and operation of all elements indicted in, and in accordance with the Contract documents.

J. This project site area(s) within the overall Charlotte-Douglas Air National Guard Base (ANGB) may be located within an ‘active construction site’ under a separate project(s) (and GC’s). The

Contractor shall be responsible (material, labor, and all applicable fees), and/or coordinate with all other GC’s, to maintain and/or provide all provisions that exist on-site or that are required per the Contract Documents to include but not limited to Erosion & Sediment Control Plan, Temporary Utility Connections, etc. Contractor shall coordinate with other GC’s working within the Charlotte-Douglas ANGB installation to ensure all separate construction activities, to include but not limited to: site access, staging area(s), etc. (of all separate projects) shall not be interrupted.

K. Work in the extension of existing conditions shall correspond in all respects with the existing conditions to which it connects, or to similar existing conditions, in materials, workmanship and finish.

L. Alterations to Existing Conditions: Existing conditions shall be cut, drilled, removed, temporarily removed, or removed and replaced, as necessary for performance of Work under the Contract.

SUMMARY 011000 - 7

1. Replacements of existing conditions that are removed shall match similar existing conditions.

2. Conditions remaining in place, which are damaged or defaced during the Work, shall be restored to the condition existing at time of award of Contract.

3. Discolored or unfinished surfaces exposed by removal of existing conditions, that are indicated to be final exposed surfaces, shall be refinished or replaced as necessary to produce uniform and harmonious contiguous surfaces.

M. Existing structures, not shown or specified to be removed, will remain in place.

N. Removed items indicated to remain the property of the Government shall be stored on site where directed by the Contracting Officer or the Contracting Officer’s Representative.

1.10 WEATHER DELAYS

A. Per the South East Regional Climate Center (SERCC), NOAA affiliate for the Charlotte NC area, the following months days shall be used as the Standard Baseline for reasonably anticipated weather. Reasonably anticipated weather is the number of days with precipitation equal to or above 0.10 inches. Standard Baseline is defined as the normal number of calendar days for each month during which construction activity exposed to weather conditions is expected to be prevented and suspended by cause of adverse weather. Suspension of construction activity for the number of days each month as listed in the Standard Baseline is included in the Work and is not eligible for extension of Contract Time.

1. Standard Baseline is as follows:

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

7 7 8 6 6 6 7 6 5 5 5 6

2. “Reasonably Anticipated” weather shall be evaluated at the end of each month and time extensions provided accordingly.

B. Adverse Weather is defined as the occurrence of one or more of the following conditions within a twenty-four (24) hour day that prevents construction activity exposed to weather conditions or access to the site:

1. Precipitation (rain, snow, or ice) in excess of one-tenth inch (0.10”) liquid measure.

2. Temperatures that do not rise above that required for the day’s construction activity, if such temperature requirement is specified or accepted as standard industry practice.

3. Sustained wind in excess of twenty-five (25) m.p.h.

C. Adverse Weather may include, if appropriate, “dry-out” or “mud” days:

1. Resulting from precipitation days that occur beyond the standard baseline.

SUMMARY 011000 - 8

2. Only if there is a hindrance to site access or sitework and Contractor has taken all reasonable accommodations to avoid such hindrance; and,

3. At a rate no greater than 1 make-up day for each day or consecutive days of precipitation beyond the standard baseline that total 1.0 inch or more, liquid measure.

D. A Weather Delay Day may be counted if adverse weather prevents work on the project for fifty percent (50%) or more of the contractor’s scheduled work day and critical path construction activities were included in the day’s schedule, including a weekend day or holiday if Contractor has scheduled construction activity that day.

E. Contractor shall take into account that certain construction activities are more affected by adverse weather and seasonal conditions than other activities, and that “dry-out” or “mud” days are not eligible to be counted as Weather Delay Day until the standard baseline is exceeded.

Hence, Contractor should allow for an appropriate number of additional days associated with the Standard Baseline days in which such applicable construction activities are expected to be prevented and suspended.

1.11 SPECIFICATION AND DRAWING CONVENTIONS

A. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations.

These conventions are as follows:

1. Imperative mood and streamlined language are generally used in the Specifications. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.

2. Specification requirements are to be performed by Contractor unless specifically stated otherwise.

B. Drawing Coordination: Requirements for materials and products identified on Drawings are described in detail in the Specifications. One or more of the following are used on Drawings to identify materials and products:

1. Terminology: Materials and products are identified by the typical generic terms used in the individual Specifications Sections.

2. Abbreviations: Materials and products are identified by abbreviations published as part of the U.S. National CAD Standard and scheduled on Drawings.

1.12 SAFETY REQUIREMENTS

A. The Contractor shall provide and maintain all necessary fences, barricades and other reasonable safeguards required to ensure the safety of all personnel.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION

COORDINATION WITH NCANG & CHARLOTTE-DOUGLAS ANGB 011416 - 1

SECTION 011416 – COORDINATION WITH NORTH CAROLINA AIR NATIONAL GUARD

(NCANG) & CHARLOTTE-DOUGLAS AIR NATIONAL GUARD BASE (ANGB)

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following:

1. Security/Traffic Control.

2. Safety and Protection of Work and Existing Property.

3. Use of Premises.

4. Government Occupancy.

5. Security Plan.

1.2 SECURITY/TRAFFIC CONTROL

A. Site access and excavation permits obtained through Charlotte-Douglas Air National Guard Base (ANGB), by going through the North Carolina Air National Guard (NCANG), will be required in advance of any access to Charlotte-Douglas ANGB by the Contractor to commence work. This shall include permits, tapping permits or fees, etc., as may also be required by Charlotte-Douglas ANGB, and/or other Government and/or local utility authorities. The Contractor is responsible for obtaining and payment of all Construction Permit and tapping fees that may be required. Additional requirements will be discussed at the Pre-Construction Conference.

1.3 SAFETY AND PROTECTION OF WORK AND EXISTING PROPERTY

A. General

1. The Contractor shall take all required steps to prevent injury to persons (including employees) and property in performance of this Contract, including all steps and actions required under safety provisions of applicable laws and applicable construction codes.

B. Work Performance

1. Contractor shall provide safety and protection of the Work at all times. Contractor shall provide protection at all times against rain, wind, storms, and condensation or heat so as to maintain all work, equipment and materials free from injury or damage. At the end of each day, all new work likely to be damaged shall be protected and covered.

2. Contracting Officer shall be notified immediately at any time operations are stopped due to conditions which make it impracticable to continue operations safely or to obtain proper results.

COORDINATION WITH NCANG & CHARLOTTE-DOUGLAS ANGB 011416 - 2

3. Contractor shall construct and maintain all necessary temporary drainage and do all pumping necessary to keep excavations, pits and trenches and ducts free of water. The pumped water shall be pumped into a container and disposed of in appropriate areas.

4. Floors shall be protected from damage by proper covering and care when handling heavy equipment or handling mortar or other such materials, and proper cribbing and shoring shall be used to prevent overloading of floors while moving heavy equipment. Provide metal pans under pipe-threading machines and clean such pans daily, keep oil off floors and restore floors to former condition where damaged or stained.

C. Existing Property

1. Contractor shall provide for the safety and protection of existing property at all times.

Any damage to existing facilities resulting from construction operations shall be reported immediately to the Contracting Officer and Charlotte-Douglas ANGB point of contact and be promptly repaired, subject to the approval of the Contracting Officer, by the Contractor at no additional cost to the Government.

2. Operation of valves or other appurtenances on existing utilities, when required, shall be by or under the direct supervision of the owning utility.

3. The applicable requirements specified for protection of the Work shall also apply the protection of existing property.

4. Before acceptance of the Work by the Contracting Officer, Contractor shall restore all property affected by its operation to the original or better conditions.

1.4 USE OF PREMISES

A. Coordinate the use of premises under direction of Contracting Officer and his duly authorized representative.

B. The Contractor shall be required to comply with all Federal Aviation Administration (FAA), Transportation Security Administration (TSA), and Charlotte-Douglas International Airport rules, regulations, and requirements affecting the project. This includes, but is not limited to, temporary (cranes, etc.) and permanent obstructions, FAA-approved lighting and marking, approved temporary security fencing and gates, and construction barricades. All airport access point modifications shall be coordinated with and approved by all AHJ’s.

1.5 SECURITY PLAN

A. Contractor shall ensure that all rules and regulations that pertain to safety and security are strictly adhered to at all times that Work is conducted.

B. Identification requirements pertaining to access to Charlotte-Douglas ANGB will be discussed at the Pre-Construction Conference. Construction workers will be subject to lunchbox/tool box inspections. Access gate(s) will be the only authorized entry and exit points to the work area for the construction company personnel, through the NCANG Contracting Officer and Charlotte- Douglas ANGB representative(s).

COORDINATION WITH NCANG & CHARLOTTE-DOUGLAS ANGB 011416 - 3

C. Vehicle passes, if required, will be issued by the Government on an as-needed basis only, coordinated through the NCANG Contracting Officer. Vehicles found to be violating safety procedures (speed limits, etc.) may not be allowed re-entry from date of violation.

D. Contractor shall provide Contracting Officer 24-hour notice for overtime work during regular workdays (See Section 01 10 00, "Summary"). Contractor shall provide the Contracting Officer 72-hour notice for requested work on Saturdays, Sundays or holidays observed by the North Carolina Air National Guard.

E. The Contractor shall maintain and provide the Government a current roster of all sub-contractors and provide any changes immediately to the Government.

1.6 FOREIGN OBJECT DEBRIS (FOD) REQUIREMENTS

A. FOD Hazards: FOD can severely injure personnel or damage equipment. Types of potential damage include: cutting aircraft tires; being ingested into engines; or becoming lodged in mechanisms affecting flight operations. Personnel injuries can occur when jet blast propels FOD through the site at high velocities.

B. Sources of FOD: FOD comes from many sources, which complicates efforts to maintain safe aircraft movement areas. FOD can be generated from construction activities, personnel, facility infrastructure (pavements, lights, and signs), the environment (wildlife, snow, ice) and the equipment operating on the airfield (aircraft, airport operations vehicles, maintenance equipment, fueling trucks, other aircraft servicing equipment, and construction equipment).

C. Types of FOD. The exact nature of FOD is also varied. FOD can be composed of any material and can be of any color and size. Typical FOD includes the following:

1. Aircraft and engine fasteners (nuts, bolts, washers, safety wire, etc.);

2. Aircraft parts (fuel caps, landing gear fragments, oil sticks, metal sheets, trapdoors, and tire fragments);

3. Mechanics' tools;

4. Catering supplies;

5. Flight line items (nails, personnel badges, pens, pencils, luggage tags, soda cans, etc.);

6. Apron items (paper and plastic debris from catering and freight pallets, luggage parts, and debris from ramp equipment);

7. Runway and taxiway materials (concrete and asphalt chunks, rubber joint materials, and paint chips);

8. Construction debris (pieces of wood, stones, fasteners and miscellaneous metal objects);

9. Plastic and/or polyethylene materials;

10. Natural materials (plant fragments and wildlife); and

11. Contaminants from winter conditions (snow, ice).

D. The Contractor shall provide appropriate manpower and FOD detection equipment to prevent foreign object debris from construction activities to impair and harm the operations of aircraft and personnel.

PART 2 - PRODUCTS (Not Used)

COORDINATION WITH NCANG & CHARLOTTE-DOUGLAS ANGB 011416 - 4

PART 3 - EXECUTION (Not Used)

END OF SECTION 011416

OPTIONS 012300 - 1

SECTION 012300 - OPTIONS

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative and procedural requirements for options.

1.2 DEFINITIONS

Option: An amount proposed by bidders and stated on the Bid Form for certain work defined in the bidding requirements that may be added to or deducted from the base bid amount if Government decides to accept a corresponding change, at any time within the construction duration, either in the amount of construction to be completed or in the products, materials, equipment, systems, or installation methods described in the Contract Documents.

1. Options described in this Section are part of the Work only if enumerated in the Agreement.

2. The cost or credit for each option is the net addition to or deduction from the Contract Sum to incorporate option into the Work. No other adjustments are made to the Contract Sum.

1.3 PROCEDURES

A. Coordination: Revise or adjust affected adjacent work as necessary to completely integrate work of the option into Project.

1. Include as part of each option, miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation whether or not indicated as part of option.

B. Notification: Immediately following award of the Contract, notify each party involved, in writing, of the status of each option. Indicate if options have been accepted, rejected, or deferred for later consideration. Include a complete description of negotiated revisions to options.

C. Execute accepted options under the same conditions as other work of the Contract.

D. Schedule: A schedule of options is included at the end of this Section. Specification Sections referenced in schedule contain requirements for materials necessary to achieve the work described under each option.

OPTIONS 012300 - 2

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 SCHEDULE OF OPTIONS

A. Option No. 1 - ADDITIONAL SITEWORK

1. Base Bid: Scope of work includes removal of pavement/concrete for the construction of a the foundation and concrete slab for the Storage Magazine Building and M&I Magazine Building and construction of foundation and concrete slab for the Administration Build-ing. Existing parking is to remain as-is.

2. Option: State amount to be “added” to the Base Bid to:

a. Remove the remaining existing pavement east of the Administration Building and restore with topsoil, fertilizer, seed and straw mulch.

b. Remove area of existing topsoil and subgrade and expand area of paving south for increased parking, which is to include an ADA parking stall.

c. Extend sidewalk.

d. Restripe parking area.

END OF SECTION 012300

PROJECT MANAGEMENT AND COORDINATION 013100 - 1

SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL

1.1 SUMMARY

A. This section includes certain administrative provisions for managing and coordinating construction operations, including but not limited to the following:

1. General project coordination.

2. Conservation.

3. Administrative and supervisory personnel.

4. Conferences and meetings.

5. Requests for Information (RFIs).

1.2 DEFINITIONS

A. RFI (Request for Information): Request from Contractor, on a specific form provided by the Contracting Officer, seeking interpretation or clarification of the Contract Documents.

1.3 GENERAL PROJECT COORDINATION

A. Coordination of Trades: Coordinate construction operations included in the various sections of the Specifications to provide an efficient and orderly installation of each part of the Work.

Coordinate construction operations included under different sections of the Specifications that depend on each other for proper installation, connection or operation.

1. Schedule construction operations in the sequence required to obtain the best results where the installation of one part of the Work depends on installation of other components before or after that part. If there appears to be a conflict on any of the Contract Documents between trades or components/elements of the work done by different trades, or between drawings and specifications, notify the Contracting Officer prior to procuring or installing the component/element by submitting an RFI to the Contracting Officer.

The entire set of Contract Documents together represents the entire Contract. If there is any component/element that may be indicated on one part of the Contract Documents and not on another part of the Contract Documents, the General Contractor is still fully responsible for procurement, installation, and testing of that component/element as part of his/her Contract with the Government at no additional cost to the Government. If it requires clarification, an RFI shall be submitted in advance of procurement and installation of such component/element.

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

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

CHARLOTTE-DOUGLAS ANG BASE – CHARLOTTE, NC

PROJECT MANAGEMENT AND COORDINATION 013100 - 2

4. Where availability of space is limited, coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair of all components, including mechanical and electrical.

5. Provide for coordinated incorporation of Change Orders, if applicable.

B. Notification: Where necessary, prepare and distribute memoranda to each party involved, outlining special procedures required for coordination. When applicable, include notices, list of attendees, reports and meeting minutes as part of the memoranda.

1. Prepare similar memoranda for Government if coordination of their Work is required.

C. Administrative Procedures: Coordinate scheduling and timing of administrative procedures with other construction activities to avoid conflicts and promote orderly progress of the Work.

Administrative procedures include but are not limited to the following:

1. Preparation of Contractor’s Construction Schedules

2. Preparation of the Schedule of Values. The Schedule of Values shall be based on the breakdown format of the DD Form 1354.

3. Installation and removal of temporary facilities.

4. Delivery and processing of submittals.

5. Progress meetings.

6. Preinstallation conferences.

7. Project closeout activities.

8. Startup and adjustment of systems.

1.4 CONSERVATION

A. Consider conservation of energy, water and materials in the conduct of construction operation.

Salvage materials and equipment involved in the performance of, but not incorporated into, the Work. Refer to other Sections for disposition of salvaged materials that are designated as Government’s property.

B. Coordination with Contracting Officer: Coordination of Work with Contracting Officer includes, but is not limited to, the following:

1. Deliveries of government furnished equipment.

2. Archaeological material, bones, or funerary objects found during construction or excavation.

3. Review of schedules, samples, plans and specifications that indicate information and recommend approval by Contracting Officer.

4. Key schedule and key cylinders: See door schedule on Drawings.

1.5 ADMINISTRATIVE AND SUPERVISORY PERSONNEL

A. In addition to the Project superintendent, the Contractor shall provide other administrative and supervisory personnel as required for proper performance of the Work. Superintendent is the only supervisory personnel required to be on site full time.

PROJECT MANAGEMENT AND COORDINATION 013100 - 3

B. Safety and Health Officer: Provide a safety and health officer whose duties shall consist of developing and implementing safety and health programs specified in Division 1 Section "Safety and Health."

1.6 CONFERENCES AND MEETINGS

A. Preconstruction Conference: Will be scheduled by the Contracting Officer (CO). Time and location of meeting will be provided by Contracting Officer to the Contractor. All contractor personnel, to include critical/major subcontractor personnel must attend this conference. All participants at the conference shall be familiar with Project and authorized to conclude matter relating to the Work.

1. Attendees: Participants at the conference shall be familiar with the project, shall be authorized to conclude matters relating to the Work, and shall minimally include representatives of the following parties:

a. Contracting Officer.

b. Contractor.

c. Major subcontractors.

d. Major suppliers.

e. Other concerned parties.

2. Agenda: Subjects for discussion shall include items of significance that could affect progress, including but not limited to the following:

a. Protection of construction and personnel.

b. Tentative construction schedule.

c. Critical work sequencing.

d. Designation of responsible personnel.

e. Procedures for processing field decisions and Change Orders.

f. Procedures for RFIs.

g. Procedures for testing and inspecting.

h. Procedures for processing Applications for Payment.

i. Distribution of Contract Documents.

j. Submittal of Shop Drawings, Product Data, and Samples.

k. Preparation of Record Documents.

l. Construction waste management and recycling.

m. Use of the premises.

n. Work restrictions.

o. Parking availability.

p. Office, work, and storage areas.

q. Equipment deliveries and priorities.

r. Safety procedures.

s. First aid.

t. Security.

u. Housekeeping and progress cleaning.

v. Working hours.

PROJECT MANAGEMENT AND COORDINATION 013100 - 4

3. Reporting: No later than 3 calendar days after the conference, the Contractor shall distribute minutes of the conference to each party present and to other concerned parties, including the Contracting Officer.

B. Progress Meetings: The Contractor shall conduct progress meetings at the Project Site at bi-weekly intervals. Intervals may change with the approval of the Contracting Officer. Dates of meetings shall be coordinated with preparation of the payment request.

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

2. Agenda: Review and correct or approve minutes of the previous progress meeting.

Review other items of significance that could affect progress. Include topics for discussion as appropriate to the status of the Project.

a. Contractor's Construction Schedule: Review progress since the last meeting.

Determine where each activity is in relation to the Contractor's Construction Schedule, whether on time or ahead or behind schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time.

b. Review the present and future needs of each entity present, including but not limited to the following:

1) Interface requirements.

2) Time.

3) Sequences of operations.

4) Status of submittals.

5) Deliveries.

6) Off-site fabrication.

7) Access.

8) Site utilization.

9) Temporary facilities and controls.

10) Hours of work.

11) Hazards and risks.

12) Housekeeping and progress cleaning.

13) Quality and work standards.

14) Status of correction of deficient items.

15) Field observations.

16) RFIs.

17) Pending changes.

18) Change Orders.

19) Documentation of information for payment requests.

20) Updating of Record Documents.

3. Reporting: No later than 3 calendar days after each meeting, the Contractor shall distribute minutes of the meeting to each party present and to other concerned parties, CHARLOTTE-DOUGLAS ANG BASE – CHARLOTTE, NC

PROJECT MANAGEMENT AND COORDINATION 013100 - 5

including the Contracting Officer. Include a brief summary, in narrative form, of progress since the previous meeting and report.

4. Schedule Updating: The Contractor shall revise the Contractor's Construction Schedule after each progress meeting where revisions to the schedule have been made or recognized. The revised schedule shall be issued concurrently with the report of each meeting.

1.7 REQUESTS FOR INFORMATION (RFIs)

A. Procedure: Immediately on discovery of the need for information regarding the Contract Documents, and if not possible to request Information at Project meeting, prepare and submit an RFI in the form specified.

1. RFIs shall originate with Contractor. RFIs submitted by entities other than Contractor will be returned with no response.

2. Coordinate and submit RFIs electronically using Contractor-provided Website in a prompt manner so as to avoid delays in Contractor's work or work of subcontractors.

B. Software-Generated RFIs: Contractor shall provide and use website software to upload and track RFI's.

C. Content of the RFI shall include a detailed description of the request and the following:

1. Project name.

2. Date.

3. Name of Contractor.

4. Name of Architect and Contracting Officer (CO).

5. RFI number, numbered sequentially.

6. Specification Section number and title and related paragraphs, as appropriate.

7. Drawing number and detail references, as appropriate.

8. Field dimensions and conditions, as appropriate.

9. Contractor's suggested solution(s). If Contractor's solution(s) impact the Contract Time or the Contract Sum, Contractor shall state impact in the RFI.

10. Contractor's signature.

11. Attachments: Include drawings, descriptions, measurements, photos, Product Data, Shop

Drawings, and other information necessary to fully describe items needing Information.

a. Identify each page of attachments with the RFI number and sequential page number.

b. Supplementary drawings prepared by Contractor shall include dimensions, thicknesses, structural grid references, and details of affected materials, assemblies, and attachments.

c. Attachments shall be electronic files in Adobe Acrobat PDF format uploaded to the Contractor's website along with the RFI form.

D. Contracting Officer's Action: Contracting Officer (CO), or his representative (COR) will review each RFI, determine action required, and return it. Allow fifteen (15) calendar days for CO’s or COR’s response for each RFI. That includes eleven (11) calendar days for the

PROJECT MANAGEMENT AND COORDINATION 013100 - 6

Architect/Engineer (A/E) to return the RFI with response back to the CO from the date of A/E receipt of the RFI and four (4) calendar days for the CO or COR to return the RFI to the contractor. The Contracting Officer will return the response to the RFI back to the Contractor through the Submittal Exchange (or approved equal) Website. RFIs received after 1:00 p.m.

will be considered as received the following working day.

1. The following RFIs will be returned without action:

a. Requests for approval of submittals.

b. Requests for approval of substitutions.

c. Requests for coordination information already indicated in the Contract

Documents.

d. Requests for adjustments in the Contract Time or the Contract Sum.

e. Requests for Information of Architect's actions on submittals.

f. Incomplete RFIs or RFIs with numerous errors.

2. Architect's action may include a request for additional information, in which case

Architect's time for response will start again.

3. Architect's action on RFIs that may result in a change to the Contract Time or the

Contract Sum may be eligible for Contractor to submit Change Proposal.

a. If Contractor believes the RFI response warrants change in the Contract Time or the Contract Sum, notify Contracting Officer in writing within 10 days of receipt of the RFI response.

E. On receipt of Contracting Officer's action, update the RFI log (NOTE: VERIFY RFI LOG AND OTHER LOGS ARE PART OF PRECONSTRUCTION CONFERENCE) and immediately distribute the RFI response to affected parties through website. Review response and notify Contracting Officer within seven days if Contractor disagrees with response.

F. RFI Log: Prepare, maintain, and submit a tabular log of RFIs organized by the RFI number.

Submit log weekly (upload weekly on the website). Submit on Submittal Exchange (or approved equal) website using MicroSoft Excel with not less than the following:

1. Project name.

2. Name and address of Contractor.

3. Name and address of Architect and Contracting Officer (CO).

4. RFI number including RFIs that were dropped and not submitted.

5. RFI description.

6. Date the RFI was submitted.

7. Date Architect's and Contracting Officer (CO)'s response was received.

8. Identification of related Minor Change in the Work, Construction Change Directive, and

Proposal Request, as appropriate.

9. Identification of related Field Change, Change Order, and Proposal Request, as appropriate.

1.8 SUBMITTALS

PROJECT MANAGEMENT AND COORDINATION 013100 - 7

A. Staff Names: Within 15 calendar days after commencement of construction, submit a list of principal staff assignments and key personnel, including the superintendent and other primary personnel at the Project site. Identify individuals by name, duties and responsibilities, home address, and business and home telephone numbers. Provide names, addressed, and cell telephone numbers of individuals assigned as standbys in the absence of individuals assigned to Project.

1. Post copies of this list in the project meeting room, temporary field office and at each temporary telephone location. Keep list current at all times.

B. Conference and Meeting Minutes: Within times specified for reporting, distribute minutes to concerned parties.

PART 2 - PRODUCTS (Not applicable)

PART 3 - EXECUTION

3.1 GENERAL…