Attachment_1_-_Specifications_dated_28_October_2016.pdf

SPECIFICATIONS - 100% SUBMITTAL

REPAIR AIRCRAFT

MAINTENANCE FACILITY,

BLDG 543

AT

JOINT BASE CHARLESTON

AIR BASE WING, SOUTH CAROLINA

PROJECT No.: DKFX 11-1166

SUBMITTAL DATE: 28 OCTOBER 2016

ARCHITECTURE / PLANNING / INTERIOR DESIGN

493 King Street, Suite 100 Charleston, South Carolina 29403

Telephone: 843.577.6377 / Fax: 843.722.1768 Internet: www.glickboehmarchitecture.com

GBA Project No.: 1509

Atttachment 1 Repair Aircraft Maintenance Facility, Bldg 543 FA4418-17-R-0016

Project Design Team

Architect: Glick/Boehm & Associates, Inc.

493 King Street, Suite 100 Charleston, South Carolina 29403 (843)577.6377

Mechanical / Plumbing / DWG Consulting Engineers, Inc.

Electrical Consultant/ 1009 Anna Knapp Blvd., Suite 202 Fire Protection: Mt. Pleasant, South Carolina 29464 (843)849.1141

Environmental: S&ME, Inc.

620 Wando Park Blvd.

Mt. Pleasant, South Carolina 29464 843.884.0005

REPAIR AIRCRAFT MAINTENANCE FACILITY, BLDG 543 JOINT BASE CHARLESTON

PROJECT NO. DKFX 11-1166; 100% SUBMITTAL 28 OCTOBER 2016

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 LIST OF DRAWINGS

00 31 26 INFORMATION AVAILABLE TO PROPOSERS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 JBCGS SUMMARY OF WORK

01 14 00 JBCGS WORK RESTRICTIONS

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 16.00 20 JBCGS PROJECT SCHEDULE AND PROGRESS DOCUMENTATION

01 33 00 JBCGS SUBMITTAL PROCEDURES

01 35 26 JBCGS GOVERNMENTAL SAFETY REQUIREMENTS

01 35 40.00 20 ENVIRONMENTAL MANAGEMENT

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 JBCGS QUALITY CONTROL FOR MINOR CONSTRUCTION

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 50 10 JBCGS ENVIRONMENTAL

01 54 00 JBCGS GREEN PROCUREMENT

01 57 20 JBCGS WASTE MANAGEMENT

01 57 50 JBCGS TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 PROJECT IDENTIFICATION

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 41 16.00 10 LAMINATE CLAD ARCHITECTURAL CASEWORK

06 61 16 SOLID POLYMER (SOLID SURFACING) FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 41 13 METAL ROOF PANELS

07 60 00 FLASHING AND SHEET METAL

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 14 00 WOOD DOORS

08 34 16.20 VERTICAL LIFT FABRIC DOORS

08 41 13 INTERIOR ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 43 13 IMPACT RESISTANT ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 00 CERAMIC TILE

PROJECT TABLE OF CONTENTS Page 1

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 68 00 CARPET

09 90 00 PAINTS

DIVISION 10 - SPECIALTIES

10 21 13 TOILET COMPARTMENTS

10 28 13 TOILET ACCESSORIES

DIVISION 12 - FURNISHINGS

12 21 00 WINDOW BLINDS

DIVISION 21 - FIRE SUPPRESSION

21 13 00.00 40 FIRE-SUPPRESSION SPRINKLER SYSTEMS

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

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

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 15 COMMON PIPING FOR HVAC

23 05 48.00 40 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND

EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 11 25 FACILITY GAS PIPING

23 64 10 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 64 26 CHILLED, CHILLED-HOT, AND CONDENSER WATER PIPING SYSTEMS

23 82 00.00 20 TERMINAL HEATING AND COOLING UNITS

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 08 00 APPARATUS INSPECTION AND TESTING

26 09 23.00 40 LIGHTING CONTROL DEVICES

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 24 16.00 40 PANELBOARDS

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 51 00 INTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 05 26.00 40 GROUNDING AND BONDING FOR ELECTRONIC SAFETY AND SECURITY

28 31 76 FIRE DETECTION AND ALARM SYSTEM, ADDRESSABLE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

DRAWING NO. DRAWING TITLE

G100 COVER SHEET

G110 MAPS

G111 NOTES

G112 PHASING PLAN

AG000 GENERAL ARCHITECTURAL INFORMATION

AE100 OVERALL EXISITNG PLAN

AE101 AREA D (ADMINISTRATIVE) - EXISTING PLAN

AE102 AREA E (KIT) - EXISTING PLAN

AE130 ROOF - EXISTING PLAN

AE200 EXTERIOR EXISITNG ELEVATIONS

AE620 EXISITNG FINISH SCHEDULE

AD100 OVERALL DEMOLITION PLAN

AD101 AREA D (ADMINISTRATIVE) - DEMOLITION PLAN

AD102 AREA E (KIT) - DEMOLITION PLAN

AD120 OVERALL DEMOLITION RCP

AD121 AREA D (ADMINISTRATIVE) - DEMOLITION RCP

DOCUMENT 00 01 15 Page 1

DRAWING NO. DRAWING TITLE

AD122 AREA E (KIT) - DEMOLITION RCP

AD130 ROOF - DEMOLITION PLAN

AD200 EXTERIOR DEMOLITION ELEVATIONS

AD300 DEMOLITION BUILDING SECTIONS

AD401 ENLARGED DEMOLITION PLANS

A100 OVERALL PLAN

A101 AREA D (ADMINISTRATIVE) - PLAN

A102 AREA E (KIT) - PLAN

A120 OVERALL RCP

A121 AREA D (ADMINISTRATIVE) - RCP

A122 AREA E (KIT) - RCP

A130 ROOF PLAN

A200 EXTERIOR ELEVATIONS

A401 ENLARGED PLANS

A402 ENLARGED PLANS

A403 ENLARGED PLANS

A410 ENLARGED ROOF PLAN

A502 TYPICAL MOUNTING HEIGHT DETAILS

A550 ROOF DETAILS

A571 ACOUSTIC CEILING TILE SEISMIC DETAILS

A600 FINISH SCHEDULE

A610 DOOR SCHEDULE & DETAILS

A611 DOOR & WINDOW DETAILS

A612 INTERIOR STOREFRONT DETAILS

E001 ELECTRICAL NOTES & LEGENDS

DOCUMENT 00 01 15 Page 2

DRAWING NO. DRAWING TITLE

E002 ELECTRICAL SCHEDULES & DETAILS

E003 ELECTRICAL DETAILS

E010 ELECTRICAL ONE-LINE DIAGRAM

E040 ELECTRICAL PANEL SCHEDULES

E041 ELECTRICAL PANEL SCHEDULES

E051 AREA A ELECTRICAL DEMOLITION PLAN

E052 AREA B ELECTRICAL DEMOLITION PLAN

E053 AREA C ELECTRICAL DEMOLITION PLAN

E054 AREA D ELECTRICAL DEMOLITION PLAN

E055 AREA E ELECTRICAL DEMOLITION PLAN

E101 AREA A POWER & TELECOMMUNICATIONS PLAN

E102 AREA B POWER & TELECOMMUNICATIONS PLAN

E103 AREA C POWER & TELECOMMUNICATIONS PLAN

E104 AREA D POWER & TELECOMMUNICATIONS PLAN

E105 AREA E POWER & TELECOMMUNICATIONS PLAN

E201 AREA A LIGHTING PLAN

E202 AREA B LIGHTING PLAN

E203 AREA C LIGHTING PLAN

E204 AREA D LIGHTING PLAN

E205 AREA E LIGHTING PLAN

E206 AREA A LIGHTING CALCULATIONS

E207 AREA B LIGHTING CALCULATIONS

E208 AREA C LIGHTING CALCULATIONS

E209 AREA D LIGHTING CALCULATIONS

E210 AREA E LIGHTING CALCULATIONS

E301 AREA A SYSTEMS PLAN

DOCUMENT 00 01 15 Page 3

DRAWING NO. DRAWING TITLE

E302 AREA B SYSTEMS PLAN

E303 AREA C SYSTEMS PLAN

E304 AREA D SYSTEMS PLAN

E305 AREA E SYSTEMS PLAN

FP001 FIRE PROTECTION NOTES, DETAILS & LEGENDS

FP101 AREA A FIRE PROTECTION PLAN

FP102 AREA B FIRE PROTECTION PLAN

FP103 AREA C FIRE PROTECTION PLAN

FP104 AREA D FIRE PROTECTION PLAN

FP105 AREA E FIRE PROTECTION PLAN

M001 HVAC NOTES & LEGENDS

M002 HVAC SCHEDULES

M003 HVAC DETAILS

M004 HVAC DETAILS

M005 HVAC DETAILS

M006 HVAC CONTROLS

M007 HVAC CONTROLS

M050 AREA A HVAC DEMOLITION PLAN

M051 AREA B HVAC DEMOLITION PLAN

M052 AREA C HVAC DEMOLITION PLAN

M053 AREA D HVAC DEMOLITION PLAN

M054 AREA E HVAC DEMOLITION PLAN

M055 HVAC DEMOLITION ENLARGED VIEWS AND SECTIONS PLAN

M101 AREA A HVAC PLAN

DOCUMENT 00 01 15 Page 4

DRAWING NO. DRAWING TITLE

M102 AREA B HVAC PLAN

M103 AREA C HVAC PLAN

M104 AREA D HVAC PLAN

M105 AREA E HVAC PLAN

M201 AREA C HVAC PIPING PLAN

M202 AREA D HVAC PIPING PLAN

M500 HVAC ENLARGED VIEWS AND SECTIONS

M501 HVAC ENLARGED VIEWS AND SECTIONS

P001 PLUMBING NOTES & LEGENDS

P002 PLUMBING DETAILS

P051 AREA B PLUMBING DEMOLITION PLAN

P052 AREA D PLUMBING DEMOLITION PLAN

P053 AREA E PLUMBING DEMOLITION PLAN

P101 AREA A PLUMBING RENOVATION PLAN

P102 AREA B PLUMBING RENOVATION PLAN

P103 AREA C PLUMBING RENOVATION PLAN

P104 AREA D PLUMBING RENOVATION PLAN

P105 AREA E PLUMBING RENOVATION PLAN

-- End of Document --

DOCUMENT 00 01 15 Page 5

SECTION 00 31 26

INFORMATION AVAILABLE TO PROPOSERS

03/01

PART 1 GENERAL

1.1 SUMMARY

These documents furnish the following physical data as attachments.

a. Asbestos and Lead-based Paint Assessment Report dated October 2, 2015

b. Asbestos and Lead-based Paint Assessment Report dated May 3, 2016

(additional scope)

1.2 PROPOSERS RESPONSIBILITY

Data and information furnished in the attached document produced by S&ME, Mount Pleasant, SC is for the Proposer's information. The Government shall not be responsible for any interpretation of, or conclusion drawn from, the data or information by the Proposer.

PART 2 NOT USED

PART 3 NOT USED

-- End of Section --

DOCUMENT 00 31 26 Page 1

SECTION 01 11 00

JBCGS SUMMARY OF WORK

06/15

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Utility Outage; G

Road Closure Requests; G

Air Force Work Clearance Permit; G

Contractor's Proposed Laydown Area Plan; G

1.2 PROJECT DESCRIPTION

The work includes complete renovation of building 909 including demolition of interior walls, all existing interior finishes, windows, interior and exterior doors, roofing, mechanical, plumbing, lighting and electrical systems. Installation of new walls, interior finishes, windows, interior and exterior doors, roofing, mechanical, plumbing, lighting, electrical systems and fire sprinkler system. Construct new interior stair and elevator shaft with machine room less hydraulic elevator. Exterior building finishes include new split-face block base around entire building, new stucco and new metal panels at second floor area. Site work includes site demolition, new sidewalks, overlay of existing parking lot, new asphalt parking areas and new fire service.

1.3 LOCATION

The work is located at Building 909 at the north corner of the intersection of Old Tom Road and Redbank Road., Joint Base Charleston, Weapons Station, approximately as indicated. The exact location will be shown by the Contracting Officer

1.4 OCCUPANCY OF PREMISES

The Building will not be occupied during performance of work under this Contract.

Before work is started, the Contractor shall arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.5 PROJECT ENVIRONMENTAL GOALS

Contractor shall distribute copies of the Environmental Goals to each subcontractor and the Contracting Officer. The overall goal for design, SECTION 01 11 00 Page 1 construction, and operation is to produce a building that meets the functional program needs and incorporates the principles of sustainability. Specifically:

a. Preserve and restore the site ecosystem and biodiversity; avoid site degradation and erosion. Minimize offsite environmental impact.

b. Use the minimum amount of energy, water, and materials feasible to meet the design intent. Select energy and water efficient equipment and strategies.

c. Use environmentally preferable products and decrease toxicity level of materials used.

d. Use renewable energy and material resources.

e. Optimize operational performance (through commissioning efforts) in order to ensure energy efficient equipment operates as intended. Consider the durability, maintainability, and flexibility of building systems.

f. Manage construction site and storage of materials to ensure no negative impact on the indoor environmental quality of the building.

g. Reduce construction waste through reuse, recycling, and supplier take-back.

1.6 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.7 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Contact local utility locating service a minimum of 15 days prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or

SECTION 01 11 00 Page 2 installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.7.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work.

1.8 ON-SITE PERMITS

Obtain a work clearance/digging permit prior to start of excavation. The Contractor is responsible for marking and verifying all utilities. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated to be specified or removed but indicated or discovered in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.8.1 NOTIFICATION

Notify the Contracting Officer at least 72 hours prior to starting excavation work.

1.8.2 OUTAGE REQUESTS

Utility outages and road closures required during the prosecution of work shall be arranged for the convenince of the Government. Utility outages and connections shall be scheduled outside regular working hours. Utility outage, and road closure requests shall be submitted to the Contracting Officer for coordination and Government approval at least 30 days prior to the desired outage or closure date. Requests shall clearly identify the need for the outage or closure, the requested date(s) for the outage or closure, the expected length of the outage or closure and proposed backup dates.

1.9 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged shall remain the property of the Government.

The salvaged property shall be segregated, itemized, delivered, and off-loaded at a Government designated storage area located on Joint Base Charleston.

Contractor shall maintain property control records for material or equipment designated as salvage. Contractor's system of property control may be used if approved by the Contracting Officer. Contractor shall be responsible for storage and protection of salvaged materials and equipment until disposition by the Contracting Officer.

SECTION 01 11 00 Page 3

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 4

SECTION 01 14 00

JBCGS WORK RESTRICTIONS

06/15

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel; G

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 Activity Regulations

It should be recognized that requirements for security and base accessories between various locations within Joint Base Charleston. It is incumbent on the Contractor to ascertain the current security and base access requirements appropriate to the project location and incorporate the cost, if any, for compliance to said requirements into Contractor's proposal.

Lack of knowledge of current requirements does not constitute a basis for an adjustment to the contract. Should requirements change during the construction timeframe, Contractor may be eligible, subject to documentation acceptable to the Government, for an adjustment to the contract.

Ensure that all Contractor personnel employed on Joint Base Charleston become familiar with and obey Installation regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.

1.2.1.1 Subcontractors and Personnel Contacts

Furnish a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.2.1.2 Identification Badges and Installation Access

Identification badges, if required, may be furnished without charge under certain circumstances. Confirm security requirements with the Contracting Officer. Application for and use of badges will be as directed. Furnish a completed EMPLOYMENT ELIGIBILITY VERIFICATION form for all personnel requesting badges. Immediately report instances of lost or stolen badges to the Contracting Officer.

SECTION 01 14 00 Page 1

1.2.1.3 Tobacco Use Policy

Tobacco use is prohibited within and outside of all buildings on installation, except in designated Tobacco Use Areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated Tobacco Use Areas.

1.2.2 Working Hours

Regular working hours shall consist of an 8 1/2 hour period established by the Contractor Officer, between 7:00 a.m. and 3:30 p.m., Monday through Friday, excluding Government holidays.

1.2.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work shall be lighted in a manner approved by the Contracting Officer.

1.2.4 Occupied Buildings

Do not enter occupied buildings without prior approval of the Contracting Officer.

Existing buildings and their contents must be kept secure at all times.

Provide temporary closures as required to maintain security as directed by the Contracting Officer.

Provide dust covers or protective enclosures to protect existing work that remains and Government material during the construction period.

Relocate movable furniture away from the Contractor's working area as required to perform the work, protect the furniture, and replace the furniture in its original location upon completion of the work. Leave attached equipment in place, and protect against damage, or temporarily disconnect, relocate, protect, and reinstall at the completion of the work.

1.2.5 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in the paragraph "Work Outside Regular Hours."

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, compressed air, and natural gas shall be considered utility cutovers pursuant to the paragraph entitled "Work Outside Regular Hours."

SECTION 01 14 00 Page 2

d. Operation of Station Utilities: The Contractor must not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services without Government notification and approval. The Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 14 00 Page 3

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

06/15

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

View Location Map; G

Progress and Completion Pictures; G

Resume for Superintendent; G

SD-04 Samples

Color Boards; G

1.2 COLOR BOARDS FOR AIR FORCE PROJECTS

Submit five sets of color boards within 90 calendar days after Contract Award. Each set of boards must include samples of colors and finishes of interior surfaces, such as walls, floors, and ceilings. Present the samples on 8 by 10-1/2 inches boards (modules) with a maximum spread of 24 by 31-1/2 inches for foldouts. Design modules to fit in a standard loose-leaf, three-ring binder. Where special finishes such as architectural concrete, carpet, or prefinished textured metal panels are required, submit samples not less than 12 inches square with the board. If more space is needed, more than one board per set may be submitted.

Certify that the color samples have been reviewed in detail, and that the color samples are in strict accordance with contract drawings and specifications, except as may be otherwise explicitly stated. Submittal of color samples does not relieve the Contractor of the responsibility to submit samples required elsewhere herein.

1.3 VIEW LOCATION MAP

Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color 5 MegaPixel minimum resolution in JPEG file format showing the sequence and progress of work.

Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten views from points located by the Contracting

SECTION 01 30 00 Page 1

Officer. Submit with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. Indicate photographs demonstrating environmental procedures. Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch on the CD or DVD as a digital file. Include a date designator in file names. Cross reference submittals in the appropriate daily report. Photographs provided are for unrestricted use by the Government.

1.5 MINIMUM INSURANCE REQUIREMENTS

Procure and maintain during the entire period of performance under this contract the following minimum insurance coverage:

a. Comprehensive general liability: $500,000 per occurrence

b. Automobile liability: $200,000 per person, $500,000 per occurrence for bodily injury, $20,000 per occurrence for property damage

c. Workmen's compensation as required by Federal and State workers' compensation and occupational disease laws.

d. Employer's liability coverage of $100,000, except in States where workers compensation may not be written by private carriers.

e. Others as required by State law.

1.6 CONTRACTOR SPECIAL REQUIREMENTS

1.6.1 Asbestos Containing Material

All contract requirements of Section 02 82 16.00 20, "Engineering Control of Asbestos Containing Materials" assigned to the Private Qualified Person (PQP) shall be accomplished directly by a first tier subcontractor.

1.6.2 Space Temperature Control, HVAC TAB, and Apparatus Inspection

All contract requirements of Section 23 09 53.00 20 SPACE TEMPERATURE CONTROL SYSTEMS , Section 23 05 93 TESTING, ADJUSTING AND BALANCING FOR HVAC and Section 26 08 00 APPARATUS INSPECTION AND TESTING shall be accomplished directly by a first tier subcontractor, including the Commissioning Agent. No work required by Section 23 09 53.00 20 23 05 93 or 26 08 00 shall be accomplished by a second tier subcontractor.

1.7 SUPERVISION

Have at least one qualified supervisor capable of reading, writing, and conversing fluently in the English language on the job site during working hours. In addition, if a Quality Control (QC) representative is required on the contract, then that individual shall also have fluent English communication skills.

1.7.1 SUPERINTENDENT

Superintendent must have a minimum of 5 years experience as a project manager, project engineer, superintendent, or quality control manager on projects similar in size, scope and complexity to this project. The project superintendent is subject to removal by the Contracting Officer for

SECTION 01 30 00 Page 2 non-compliance with requirements specified in the contract and for failure to manage the project to ensure timely completion. Furthermore, the Contracting Officer may issue an order stopping work on all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop work orders shall be made the subject of a claim for extension of time for excess costs or damages by the contractor.

Approval of the project superintendent is required prior to the start of construction. Provide a resume for the proposed superintendent describing their experience with references and qualifications to the contracting officer for approval. The contracting officer reserves the right to interview the proposed project superintendent at any time in order to verify the submitted qualifications.

1.8 PRECONSTRUCTION CONFERENCE

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the contract and safety program, preparation of the schedule of prices, shop drawings, and other submittals, scheduling programming, prosecution of the work, and clear expectations of the "Interim DD Form 1354" Submittal. Major subcontractors who will engage in the work shall also attend.

1.9 PARTNERING

To most effectively accomplish this contract, the Government requires the formation of a cohesive partnership within the Project Team whose members are from the Government, the Contractor and their Subcontractors. Key personnel from the Supported Command, the End User (who will occupy the facility), the Contractor and Subcontractors, and the Designer of Record will be invited to participate in the Partnering process. The Partnership will draw on the strength of each organization in an effort to achieve a project that is without any safety mishaps, conforms to the Contract, and stays within budget and on schedule.

The Contracting Officer will provide Information on the partnering process and a list of key and optional personnel who should attend partnering meetings.

1.9.1 Informal Partnering

The Contracting Officer will organize partnering sessions with key personnel of the project team, including Contractor personnel and Government personnel.

The Initial Partnering session will be a part of the Pre-Construction Meeting. Partnering sessions will be held at a location agreed to by the Contracting Officer and the Contractor.

1.10 AVAILABILITY OF CADD DRAWING FILES

After award and upon request, the electronic "Computer-Aided Drafting and Design (CADD)" drawing files will only be made available to the Contractor for use in preparation of construction drawings and data related to the referenced contract subject to the following terms and conditions.

Data contained on these electronic files shall not be used for any purpose other than as a convenience in the preparation of construction drawings and

SECTION 01 30 00 Page 3 data for the referenced project. Any other use or reuse shall be at the sole risk of the Contractor and without liability or legal exposure to the Government. The Contractor shall make no claim and waives to the fullest extent permitted by law, any claim or cause of action of any nature against the Government, its agents or sub consultants that may arise out of or in connection with the use of these electronic files. The Contractor shall, to the fullest extent permitted by law, indemnify and hold the Government harmless against all damages, liabilities or costs, including reasonable attorney's fees and defense costs, arising out of or resulting from the use of these electronic files.

These electronic CADD drawing files are not construction documents.

Differences may exist between the CADD files and the corresponding construction documents. The Government makes no representation regarding the accuracy or completeness of the electronic CADD files, nor does it make representation to the compatibility of these files with the Contractors hardware or software. In the event that a conflict arises between signed and sealed construction documents prepared by the Government and the furnished CADD files, the signed and sealed construction documents shall govern. The Contractor is responsible for determining if any conflict exists. Use of these CADD files does not relieve the Contractor of duty to fully comply with the contract documents, including and without limitation, the need to check, confirm and coordinate the work of all contractors for the project.

If the Contractor uses, duplicates and/or modifies these electronic CADD files for use in producing construction drawings and data related to this contract, all previous indicia of ownership (seals, logos, signatures, initials and dates) shall be removed.

1.11 ELECTRONIC MAIL (E-MAIL) ADDRESS

The Contractor shall establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments in Microsoft, Adobe Acrobat, and other similar formats. Within 10 days after contract award, the Contractor shall provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes, terrorist threats, etc. Multiple email address will not be allowed.

It is the Contractor's responsibility to make timely distribution of all Contracting Officer initiated e-mail with its own organization including field office(s). The Contractor shall promptly notify the Contracting Officer, in writing, of any changes to this email address.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 30 00 Page 4

SECTION 01 32 16.00 20

JBCGS PROJECT SCHEDULE AND PROGRESS DOCUMENTATION

11/09

PART 1 GENERAL

Pursuant to Contract Clause "FAR 52.236-15, Schedules for Construction Contracts," a Project Schedule as described below shall be prepared.

Scheduling of construction shall be the responsibility of the Contractor.

Contractor management personnel actively participate in the development of the project schedule. Contractor management personnel shall coordinate closely with Contracting Officer/Galley Management/CEMNP in the maintenance of the schedule. Subcontractors and suppliers working on the project shall also contribute in developing and maintaining an accurate schedule. The approved schedule shall be used to measure the progress of work, to aid in evaluating time extensions, and to provide the basis of all progress payments.

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Qualifications; G

Baseline Project Schedule; G 628 CES/CENMP

Initial Contract Progress Report (AF IMT 3065); G 628 CES/CENM

Initial Contract Progress Schedule (AF IMT 3064); G 628 CES/CENM

SD-07 Certificates

Monthly Project Schedule Update; G 628 CES/CENMP

Bi-Weekly Contract Progress Reports (AF IMT 3065); G

Monthly Contract Progress Schedule (AF IMT 3064); G

1.2 QUALIFICATIONS

The Contractor shall designate an authorized representative responsible for preparing and maintaining the project schedule for this contract. This individual shall have prepared and maintained at least 3 previous schedules of similar size, scope and complexity to this contract. A resume outlining the individual's qualifications shall be submitted for acceptance by the Contracting Officer.

SECTION 01 32 16.00 20 Page 1

1.3 PROJECT SCHEDULE

1.3.1 Basis for Payment

The Project Schedule shall be the basis for measuring Contractor progress.

Lack of an approved updated project schedule may result in an inability of the Contracting Officer to evaluate the Contractor's progress for the purposes of payment. The Baseline Project Schedule shall be submitted for approval within 30 calendar days after the Notice to Proceed (NTP) has been acknowledged. Acceptance of an error free current Project Schedule is a condition precedent to processing any Contractor's pay request except bond payments. In the cases where Project Schedule revisions have been directed by the Contracting Officer and those revisions have not been included in the Project Schedule, the Contracting Officer may hold retainage up to the maximum amount allowed by the contract, each payment period, until their visions have been made.

Review comments made by the Government on the Contractor's schedule(s) will not relieve the Contractor from compliance with the requirements of the Contract Documents. The Contractor is responsible for scheduling, sequencing and prosecuting work to comply with the requirements of the Contract Documents. Government acceptance extends only to the activities of the Contractor's schedule that the Government has been assigned responsibility and agrees it is responsible. Comments offered on other parts of the schedule, to which the Contractor is assigned responsibility, are offered as a courtesy and are not conditions of Government acceptance;

but are for the general conformance with established industry scheduling concepts.

1.3.2 Schedule Format

1.3.2.1 Use of Critical Path Method

The Contractor shall use the critical path method (CPM) and the Precedence Diagram Method (PDM) to schedule and control project activities.

1.3.2.2 Scheduling Software

Project schedules shall be prepared and maintained using a commercially available scheduling software program capable of providing all requirements of this specification. Manual methods used to produce any required information shall require prior approval by the Contracting Officer.

1.3.2.3 Level of Detail Required

The Project Schedule shall include an appropriate level of detail to appropriately reflect the complexity of work and to clearly show all construction activities planned for the project as well as all other activities which could impact project completion if delayed, including but not limited to; submittals, government review periods, environmental permitting, material/equipment delivery, utility outages, anticipated weather delays, inspection, testing, and closeout activities. Government and Contractor on-site work activities shall be driven by calendars that reflect Saturdays, Sundays and all Federal Holidays as non-work days.

Activities on the critical path shall be clearly indicated. Separate activities shall be created for each Phase, Area, Floor Level and Location the activity is occurring. On-site construction activities with anticipated durations in excess of 20 working days shall be broken into multiple

SECTION 01 32 16.00 20 Page 2 activities. Tasks related to procurement of long lead materials or equipment (procurement cycles of over 90 days) shall be included as separate activities.

At a minimum, each activity shall include the following information:

a. Activity ID

b. Activity Description

c. Original Duration in Work Days

d. Early Start Date

e. Early Finish Date

f. Late Start Date

g. Late Finish Date

h. Total Float

i. Bid Item

j. Percent Complete

All activities shall be identified in the Project Schedule by the Bid Item to which the activity belongs. An activity shall not contain work in more than one bid item.

k. Feature of Work

All activities shall be identified in the Project Schedule according to the Contractor designated Definable Feature of Work to which the activity belongs. An activity shall not contain work in more than one feature of work.

l. Responsibility

All activities shall be identified in the Project Schedule according to the party responsible for accomplishing the work encompassed by the activity.

Responsibility includes, but is not limited to, the subcontracting firm, contractor work force, or government agency performing a given task.

Activities shall not be assigned to more than one responsible party in the Project Schedule.

Project Start Date Milestone: The Contractor shall include as the first activity on the schedule a start milestone titled "Contract Award", which shall have a Mandatory Start constraint equal to the Contract Award Date.

Projected Completion Milestone: The Contractor shall include an unconstrained finish milestone on the schedule titled "Projected Completion", indicating the point in time at which the project is complete and ready for its intended use. This milestone shall have the Contract Completion Date (CCD) as its only successor.

Contract Completion Date (CCD) Milestone: The Contractor shall include as the last activity on the schedule a finish milestone titled "Contract Completion (CCD)", which shall have a Mandatory Finish constraint equal to

SECTION 01 32 16.00 20 Page 3 the Contract Completion Date. The only predecessor to the Contract Completion Date Milestone shall be the Projected Completion milestone.

With the exception of the Contract Award and Contract Completion Date (CCD)milestone activities, no activity shall be open-ended; each activity shall have predecessor and successor ties. Once an activity exists on the approved schedule, it shall not be deleted or renamed to change the scope of the activity, nor shall it be removed from the schedule logic without approval from the Contracting Officer.

Date/time constraint(s) and/or lags, other than those required by the contract, shall not be allowed unless accepted by the Contracting Officer.

1.3.2.4 Submittals and Procedures

Submit project schedule and updates in hard copy and on electronic media acceptable to the Contracting Officer. Submittals shall be understood to be the Contractor's certification that the submitted schedule meets all requirements of the Contract documents, represents the Contractor's plan on how the work shall be accomplished, and accurately reflects the work that has been accomplished and how it was sequenced (as-built logic).

Actual start and Finish dates shall not be automatically updated by default mechanisms that may be included in the CPM scheduling software system.

Actual Start and Finish dates shall match those dates from the Contractor Quality Control Reports. Updating of the percent complete and the remaining duration of any activity shall be independent functions. Program features which calculate one of these parameters from the other shall be disabled.

1.3.3 Project Schedule Updates

The Project Schedule shall be kept current, reflecting actual activity progress and plan for completing the remaining work. Contractor and Government representatives shall meet at monthly intervals to review and agree on the information presented in the updated project schedule. Updated Project Schedules shall also be submitted for Government approval in conjunction with any Contractor requests for additional time. Submit copies of purchase orders and confirmation of delivery dates as directed by the Contracting Officer.

1.3.3.1 Narrative Report

Each updated project schedule shall be accompanied by a narrative report identifying and justifying;

a. progress made in each area of the project

b. the current Critical Path

c. date/time constraint(s), other than those required by the contract

d. changes in the following;

i. added or deleted activitiest

ii. original and remaining durations for activities which have not started

SECTION 01 32 16.00 20 Page 4

iii. logic

iv. milestones

v. planned sequence of operations

vi. critical path

e. pending items and status thereof, including permits, changes orders, and time extensions;

f. status of Contract Completion Date and interim milestones;

g. current and anticipated delays (describe cause of delay and corrective actions)

h. description of current and future schedule problem areas.

Each entry in the narrative report will cite the respective Activity ID and Activity description, the date and reason for the change, and description of the change.

1.4 PROGRESS DOCUMENTATION

1.4.1 Contract Progress Report

Prior to commencement of work, submit the Initial Contract Progress Report(AF IMT 3065). The number of line items on the Contract Progress Schedule shall appropriately reflect the complexity of the work, phasing requirements and other project constraints. At a minimum, the Contract Progress Report shall include a line item for each Definable Feature of Work identified in the approved Quality Control Plan. Once the Initial Contract Progress Report has been approved by the Contracting Officer, submit updated Monthly Contract Progress Reports (AF IMT 3065) for Government approval for the duration of the contract.

1.4.2 Contract Progress Schedules

Prior to commencement of work, submit the Initial Contract Progress Schedule(AF IMT 3064). Work elements shall be identical to the elements listed on the Contract Progress Report (AF IMT 3065) and the overall progress schedule shall reflect the more detailed Project Schedule. Once the Initial Contract Progress Schedule has been approved by the Contracting Officer, submit updated Monthly Contract Progress Schedule (AF IMT 3064) for Government approval for the duration of the contract.

1.4.3 3-Week Look Ahead Schedule

The Contractor shall prepare and issue a 3-Week Look Ahead schedule to provide a more detailed day-to-day plan of upcoming work identified on the Project Schedule. The work plans shall cover the planned work for the current and following two-week period and shall include upcoming outages, closures, preparatory meetings, and initial meetings. Identify critical path activities on the Three-Week Look Ahead Schedule. Three hard copies and one electronic file of the 3-Week Look Ahead Schedule shall be delivered to the Contracting Officer no later than 9 a.m. each Monday and reviewed during the CQC Coordination Meetings.

SECTION 01 32 16.00 20 Page 5

1.5 CORRESPONDENCE AND TEST REPORTS

All correspondence (e.g., letters, Requests for Information (RFIs), e-mails, meeting minute items, Production and QC Daily Reports, material delivery tickets, photographs, etc.) shall reference Schedule activities that are being addressed. All test reports (e.g., concrete, soil compaction, weld, pressure, etc.) shall reference schedule activities that are being addressed.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

3.1 OWNERSHIP OF FLOAT

Float available in the schedule, at any time, shall not be considered for the exclusive use of either the Government or the Contractor.

3.2 CONTRACT MODIFICATION

Submit a Time Impact Analysis (TIA) with each cost and time proposal for a proposed change clearly illustrating the influence of each change or delay on the Contract Completion Date (CCD) or milestones. TIAs shall be in both narrative and schedule form demonstrating the delay impact. The TIA shall identify the predecessors to new activities and demonstrate impacts to successor activities. The TIA shall show all activity progress as of the date of the proposal. If the impact to the schedule occurs prior to the proposal submission, the TIA schedule shall be updated to show all activity progress as of the time of the impact. If the proposed change does not impact the CCD, a TIA shall not be required.

-- End of Section --

SECTION 01 32 16.00 20 Page 6

SECTION 01 33 00

JBCGS SUBMITTAL PROCEDURES

05/11

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

Submittals are identified by Submittal Description (SD) numbers and titles as follows:

SD-01 Preconstruction Submittals

Submittals which are required prior to start of construction (work).

Certificates of insurance Surety bonds List of proposed subcontractors List of proposed products Project Schedule Contract Progress Schedule Submittal register

Health and safety plan Work plan Quality control(QC) plan Environmental protection plan

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-04 Samples

Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of

SECTION 01 33 00 Page 1 a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards by which the ensuring work can be judged. Includes assemblies or portions of assemblies which are to be incorporated into the project and those which will be removed at conclusion of the work.

SD-05 Design Data

Design calculations, mix designs, analyses or other data pertaining to a part of work.

Design submittals, design substantiation submittals and extensions of design submittals.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. (Testing must have been within three years of date of contract award for the project.)

Report which includes findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports.

Daily logs and checklists.

Final acceptance test and operational test procedure.

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that product, system or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, installer or subcontractor through Contractor, the purpose of which is to further quality of orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel qualifications.

Confined space entry permits.

Text of posted operating instructions.

SECTION 01 33 00 Page 2

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and Material Safety Data sheets (MSDS) concerning impedances, hazards and safety precautions.

SD-09 Manufacturer's Field Reports

Documentation of the testing and verification actions taken by manufacturer's representative at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation, to confirm compliance with manufacturer's standards or instructions. The documentation must be signed by an authorized official of a testing laboratory or agency and must state the test results; and indicate whether the material, product, or system has passed or failed the test.

Factory test reports.

SD-10 Operation and Maintenance Data

Data that is furnished by the manufacturer, or the…