Attachment__4(Specification).pdf

Specifications

Corrected Final (100%) Design Submittal

15 December 2016

Project Number: FA-19207-5P Repair and Renovate Building 2-2428 Ft. Bragg, North Carolina

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Repair and Renovate Bldg 2-2428 DEC 2016 Fort Bragg, NC Corrected Final (100%) Submittal Project #FA-19207-5P

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 31 00 AVAILABLE PROJECT INFORMATION

00 31 01 ASBESTOS REPORT

00 31 02 LEED CHECKLIST

DIVISION 01 - GENERAL REQUIREMENTS

01 00 05 GENERAL AND SPECIAL PROVISIONS

01 11 00 SUMMARY OF WORK

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 00.10 10 QUALITY CONTROL SYSTEM (QCS)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 62 35 RECYCLED / RECOVERED MATERIALS

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs

AND MERCURY

DIVISION 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 41 16.00 10 LAMINATE CLAD ARCHITECTURAL CASEWORK

06 61 16 SOLID POLYMER (SOLID SURFACING) FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 71 00 DOOR HARDWARE

DIVISION 09 - FINISHES

09 05 61 COMMON WORK RESULTS FOR FLOORING PREPARATION

09 22 00 SUPPORTS FOR GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 13 CERAMIC TILING

09 65 00 RESILIENT FLOORING

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

PROJECT TABLE OF CONTENTS Page 1

10 21 13 TOILET COMPARTMENTS

10 28 13 TOILET ACCESSORIES

DIVISION 12 - FURNISHINGS

12 21 00 WINDOW BLINDS

12 36 00 COUNTERTOPS

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

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

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

DIVISION 26 - ELECTRICAL

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 51 00 INTERIOR LIGHTING

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

CERTIFICATIONS

000105 - 1

SECTION 000105

CERTIFICATIONS

I hereby certify that the architectural portions of work included in these plans and specifications, except as otherwise indicated by other registered professionals, have been prepared by me or under my direct supervision, and that I have coordinated the architectural portions with those portions sealed by other registered professionals.

15 DEC 2016

Date

C. Lance Ballard, AIA

ARCHITECT

CROMWELL ARCHITECTS

ENGINEERS, INC.

Architects Engineers 101 S. Spring Street Little Rock, Arkansas

I hereby certify that the electrical portions of work included in these plans and specifications, except as otherwise indicated, have been prepared by me, or under my direct supervision.

Pamela S. McElrath, PE

ELECTRICAL ENGINEER

CROMWELL ARCHITECTS

ENGINEERS, INC.

Architects Engineers

CERTIFICATIONS

000105 - 2

I hereby certify that the mechanical portions of work included in these plans and specifications, except as otherwise

Robert L. Seay, PE, Mechanical Engineer Principal

CROMWELL ARCHITECTS

ENGINEERS, INC.

Architects Engineers

I hereby certify that fire protection portions of work included in these plans and specifications, except as otherwise

Brian Gerdwagen, FPE Fire Protection Engineer

CROMWELL ARCHITECTS

ENGINEERS, INC.

Architects Engineers

Project Number: FA-19207-15

30 NOV 2016

SUPPLIES OR SERVICES AND PRICES/COSTS

SCHEDULE

Repair and Renovation Bldg 2-2428 Fort Bragg, NC

TOTAL BASE BID

(Item Nos. 0001)---------------------------------------------------------$______________________________

Signed by_______________________________

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Lump Sum XXXXX $_________________________

BASE BID

All the work associated with the repair and renovation of Building 2-2428. The work shall include, but not be limited to, the replacement of the interior finishes;

the replacement of the entry/egress doors; the replacement of the toilet fixtures with one toilet becoming ADA/ABA compliant; the replacement of the interior lighting; and the replacement of the existing adjacent guard shack.

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 31 00

AVAILABLE PROJECT INFORMATION

PART 1 GENERAL

1.1 Existing Conditions

-- End of Section Table of Contents --

DOCUMENT 00 31 00 Page 1

SECTION 00 31 00

AVAILABLE PROJECT INFORMATION

PART 1 GENERAL

1.1 Existing Conditions

A. Certain information relating to existing surface and subsurface conditions and structures is available to bidders but will not be part of the Contract Documents.

1. Asbestos Report: Report entitled "Focus Asbestos Survey for Renovation Building 2-2428 Fort Bragg, North Carolina."

2. LEED Checklist.

3. For convenience, a copy of each follows after the end of this Section.

-- End of Section --

DOCUMENT 00 31 00 Page 2

Focus Asbestos Survey for Renovation

Building 2-2428 Fort Bragg, North Carolina

Prepared by Bruce Billings Chenega Global Service, LLC for the Directorate of Public Works, Fort Bragg, North Carolina

Asbestos Inspection Report

Introduction

Scope of the Investigation This report documents the focus asbestos inspection and survey of Building 2-2428 at Ft.

Bragg, North Carolina conducted on June 16, 2014 by Bruce Billings, inspector certification number: NC 12397.

Description of study

Investigation Building 2-2428 was visually inspected for suspected asbestos containing materials (ACM) by a North Carolina accredited inspector. Bulk samples of all suspect ACM’s were collected. This report details ACM as identified at the time of inspection only. The inspection was conducted for the presence of asbestos containing building materials (ACBM). Laboratory results indicted that NO ASBESTOS WAS DETECTED. These results pertain only to that portion of the building for which renovation (work) actions are proposed and is not applicable to the remaining spaces in the building.

Conclusions

ASBESTOS-CONTAINING MATERIAL WAS NOT DETECTED.

Analytical Report

Chain of Custody

LEED 2009 for Commercial Interiors Project Checklist 1 of 4

LEED 2009 for Commercial Interiors Ft. Bragg Bldg 2-2428 Renovation

Project Checklist 17-Nov-16

15 0 4 Possible Points: 21

Y ? N Notes:

3 d Credit 1 Site Selection 1 to 5

Option 1: Select a LEED Certified Building 5

OR

Path 1: Brownfield Redevelopment 1

Path 2: Stormwater Design—Quantity Control 1

Path 3: Stormwater Design—Quality Control 1

Path 4: Heat Island Effect—Nonroof 1

Path 5: Heat-Island Effect—Roof 1

Path 6: Light Pollution Reduction 1

Path 7: Water Efficient Landscaping—Reduce by 50% 2

2 Path 8: Water Efficient Landscaping—No Potable Water Use or Irrigation 2

Path 9: Innovative Wastewater Technologies 2

1 Path 10: Water Use Reduction—30% Reduction 1

Path 11: On-site Renewable Energy 2

Path 12: Other Quantifiable Environmental Performance 1

6 d Credit 2 Development Density and Community Connectivity 6

6 d Credit 3.1 Alternative Transportation—Public Transportation Access 6

2 d Credit 3.2 Alternative Transportation—Bicycle Storage and Changing Rooms 2

2 d Credit 3.3 Alternative Transportation—Parking Availability 2

6 0 5 Possible Points: 11 Y ? N Notes:

Y d Prereq 1

6 5 d Credit 1 6 to 11

Water Use Reduction—20% Reduction

Sustainable Sites

Water Efficiency

Water Use Reduction

LEED 2009 for Commercial Interiors Project Checklist 2 of 4

1 0 36 Possible Points: 37

Y ? N Notes:

Y C Prereq 1 Fundamental Commissioning of Building Energy Systems

Y d Prereq 2 Minimum Energy Performance

Y d Prereq 3 Fundamental Refrigerant Management

5 d Credit 1.1 Optimize Energy Performance—Lighting Power 1 to 5

15% Reduction 1

20% Reduction 2

25% Reduction 3

30% Reduction 4

35% Reduction 5

1 2 d Credit 1.2 Optimize Energy Performance—Lighting Controls 1 to 3

Daylight Controls for Daylit Areas 1

Daylight Controls for 50% of the Lighting Load 1

1 Occupancy Sensors for 75% of the Connected Lighting Load 1

10 d Credit 1.3 Optimize Energy Performance—HVAC 5 to 10

Equipment Efficiency 5

Zoning Controls 5

OR

Reduce Design Energy Cost and 15% Improvement 5

Reduce Design Energy Cost and 30% Improvement 10

4 d Credit 1.4 Optimize Energy Performance—Equipment and Appliances 1 to 4

70% ENERGY STAR 1

77% ENERGY STAR 2

84% ENERGY STAR 3

90% ENERGY STAR 4

5 C Credit 2 Enhanced Commissioning 5

5 d Credit 3 Measurement and Verification 2 to 5

Install Sub-Metering Equipment 2

Tenant Pays for Energy 3

OR

Metering, Measurement and Payment Accountability 5

5 d Credit 4 Green Power 5

Energy and Atmosphere

LEED 2009 for Commercial Interiors Project Checklist 3 of 4

9 0 5 Possible Points: 14

Y ? N Notes:

Y d Prereq 1 Storage and Collection of Recyclables

1 d Credit 1.1 Tenant Space—Long-Term Commitment 1

2 d Credit 1.2 Building Reuse 1 to 2

40% Reuse 1

2 60% Reuse 2

2 C Credit 2 Construction Waste Management 1 to 2

Divert 50% from Disposal 1

2 Divert 75% from Disposal 2

1 1 C Credit 3.1 Materials Reuse 1 to 2

1 5% Reuse 1

10% Reuse 2

1 C Credit 3.2 Materials Reuse—Furniture and Furnishings 1

1 1 C Credit 4 Recycled Content 1 to 2

1 10% of Content 1

20% of Content 2

2 C Credit 5 Regional Materials 1 to 2

20% of Materials Manufactured 1

2 20% of Materials Manufactured and 10% Extracted 2

1 C Credit 6 Rapidly Renewable Materials 1

1 C Credit 7 Certified Wood 1

Materials and Resources

LEED 2009 for Commercial Interiors Project Checklist 4 of 4

4 0 13 Possible Points: 17

Y ? N Notes:

Y d Prereq 1 Minimum IAQ Performance

Y d Prereq 2 Environmental Tobacco Smoke (ETS) Control

1 d Credit 1 Outdoor Air Delivery Monitoring 1

1 d Credit 2 Increased Ventilation 1

1 C Credit 3.1 Construction IAQ Management Plan—During Construction 1

1 C Credit 3.2 Construction IAQ Management Plan—Before Occupancy 1

1 C Credit 4.1 Low-Emitting Materials—Adhesives and Sealants 1

1 C Credit 4.2 Low-Emitting Materials—Paints and Coatings 1

1 C Credit 4.3 Low-Emitting Materials—Flooring Systems 1

1 C Credit 4.4 Low-Emitting Materials—Composite Wood and Agrifiber Products 1

1 C Credit 4.5 Low-Emitting Materials—Systems Furniture and Seating 1

1 d Credit 5 Indoor Chemical & Pollutant Source Control 1

1 d Credit 6.1 Controllability of Systems—Lighting 1

1 d Credit 6.2 Controllability of Systems—Thermal Comfort 1

1 d Credit 7.1 Thermal Comfort—Design 1

1 d Credit 7.2 Thermal Comfort—Verification 1

2 d Credit 8.1 Daylight and Views—Daylight 1 to 2

75% of Spaces 1

90% of Spaces 2

1 d Credit 8.2 Daylight and Views—Views for Seated Spaces 1

1 0 5 Possible Points: 6

Y ? N Notes:

1 d/C Credit 1.1 1

1 d/C Credit 1.2 1

1 d/C Credit 1.3 1

1 d/C Credit 1.4 1

1 d/C Credit 1.5 1

1 d Credit 2 1

2 0 2 Possible Points: 4

Y ? N Notes:

1 d/C Credit 1.1 1

1 d/C Credit 1.2 1

1 d/C Credit 1.3 1

1 d/C Credit 1.4 1

38 0 Possible Points: 110 Certified 40 to 49 points Silver 50 to 59 points Gold 60 to 79 points Platinum 80 to 110

Regional Priority: IEQc7.1 Thermal Comfort - Design

Regional Priority: EAc 1.1 Optimize Energy Performance - Lighting Power

Innovation in Design: Specific Title

Total

LEED Accredited Professional

Regional Priority: WEc1 Water Use Reduction

Regional Priority: SSc 3.1 Alternative Tranportation - Public Transportation

Indoor Environmental Quality

Regional Priority Credits

Innovation in Design: Specific Title

Innovation in Design: Specific Title

Innovation in Design: Specific Title

Innovation and Design Process

Innovation in Design: Specific Title

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 05

GENERAL AND SPECIAL PROVISIONS

07/14

PART 1 GENERAL

1.1 SCOPE OF WORK

1.1.1 Structural/Architectural Work

1.1.2 Mechanical/Plumbing/Electrical Work

1.2 Location

1.3 CONTRACT DRAWINGS

PART 2 PROJECT REQUIREMENTS:

2.1 Certificates of Compliance and Material Submittals

2.2 Safety and Environmental Plans

2.3 Quality Control

2.4 Excavation Permit

2.5 Disposal and Borrow Permits

2.5.1 Disposal Permits

2.6 Haul Routes

2.7 Utility Outages and Road Closures

2.8 Availability and Use of Utility Services

2.8.1 Payment for Utility Services

2.8.2 Meters and Temporary Connections

2.8.3 Use of Permanent Building Utility Connections

2.8.4 Initial Meter Readings

2.8.5 Final Meter Reading

2.8.6 Utilities Charge Rates

2.9 As-Built Record Drawings

2.10 Color Boards

2.11 PROJECT SIGN

2.11.1 Construct Project Signs (DPW)

PART 3 SPECIAL PROVISIONS:

3.1 Occupancy

3.2 Contractor Vehicle/Equipment Access to Fort Bragg

3.3 Special Work Constraints

3.3.1 Time Constraints.

3.3.2 Special Access Requirements

3.3.3 Special Coordination Requirements

SECTION 01 00 05 Page 1

SECTION 01 00 05

GENERAL AND SPECIAL PROVISIONS

07/14

PART 1 GENERAL

1.1 SCOPE OF WORK

The work consists of furnishing all labor, equipment, transportation, and materials necessary to perform all work in strict accordance with these specifications, schedules, applicable DPW Drawings, Unified Facilities Criteria (UFC), Fort Bragg Installation Design Guide (IDG) JSOC Standards and other contract documents. The scope of work of this contract includes, but is not limited to, the following specific items of work:

1.1.1 Structural/Architectural Work

Structural and architectural work consists of the removal and replacement of the existing concrete slab as required to facilitate installation of new plumbing; updating interior finishes to include the replacement of the entry/egress doors and hardware; spatial reconfiguration to provide one ADA/ABA compliant unisex toilet; and replacement of the existing adjacent guard shack.

1.1.2 Mechanical/Plumbing/Electrical Work

Mechanical work consists of cleaning existing air terminal devices and balancing existing exhaust fans. Plumbing work consists of updating the existing toilet fixtures. In addition, the electrical work consists of the removal and replacement of the existing lighting.

1.2 Location

Drawing Plate G-001, identifies the project location.

1.3 CONTRACT DRAWINGS

The construction drawings accompany this specification and are a part thereof. Reference publications will not be furnished.

Contractor shall immediately check furnished drawings, maps and specifications and notify the Government via the RFI system of any discrepancies. The Contractor is to identify the issue and recommend a solution to the Government.

PART 2 PROJECT REQUIREMENTS:

2.1 Certificates of Compliance and Material Submittals

The Contractor shall submit for approval all certificates of compliance and material submittals required in these technical provisions. Required submittals shall be submitted for approval not later than 30 days prior to the approval date needed to achieve compliance with the approved project schedule. Approval must be received from the Contracting Officer or his

SECTION 01 00 05 Page 2 representative before incorporating the materials into the work. The Contractor shall provide a Submittal Register listing all required submittals in the contract to the COR at the time of the first submittal.

Submittal forms (form 59-2-R) and a sample Submittal Register (Form 4288) will be provided at the Prework Conference.

2.2 Safety and Environmental Plans

The Contractor shall submit a proposed safety plan in accordance with the current Corps of Engineers Safety Manual, EM-385-1-1, and shall submit an environmental protection plan in accordance with specifications, if included in these technical provisions. A sample safety plan form will be provided at the Prework Conference.

2.3 Quality Control

The Contractor shall provide the job superintendent's name and telephone number to the Fort Bragg Directorate of Public Works Office, prior to commencement of work. The Contractor shall furnish a daily Contractor Quality Control (CQC)/Superintendent's work report to the Contracting Officer's Representative (COR). A sample CQC report form will be provided at the Prework Conference.

2.4 Excavation Permit

The Contractor shall have a completed and approved DPW Excavation Permit in his possession prior to any excavation, to include sign or fence-post holes. The Contractor shall schedule an appointment to locate utility lines at least 10 working days prior to any excavation with the DPW Facilities Maintenance Division, building 3-1634, Butner Road. This will be accomplished by submitting a Facilities Maintenance Division Service Order. Service Orders are obtained by calling (910) 396-0321, or making the request on-line at http://www/bragg/army/mil/dpw/. Service Order status can also be checked on-line at the same web address. A copy of the DPW Excavation Permit form will be provided at the Prework Conference.

The contractor shall coordinate with NEC and locate government-owned communication lines prior to any excavation. The Contractor shall also be responsible for coordination with any known or suspected non-governmental utilities such as telecommunications or cable television.

2.5 Disposal and Borrow Permits

2.5.1 Disposal Permits

A permit is required to use the installation land clearing and inert debris and demolition landfills. Landfill permits shall be processed with the Environmental Compliance Branch of the DPW Environmental & Natural Resources Division; building 3-1333, Butner Road; (910) 432-6336/-6352. Permits are issued for 60 days duration and for the specific contract only. Only materials produced on the project for which the permits are issued may be disposed of in the land clearing and inert debris and demolition landfills.

The Contractor shall keep a copy of the completed permit with the vehicle throughout the contract disposal operation. Copies of the disposal permit forms will be provided at the Prework Conference. The land clearing and inert debris and demolition debris disposal site locations are shown on the drawings.

SECTION 01 00 05 Page 3

2.6 Haul Routes

The Contractor is required to use the haul routes shown on the contract drawings for transportation of borrow materials, construction debris, or demolition materials unless otherwise permitted in writing by the COR.

When haul routes are not designated in the contract, the Contractor must obtain approval from the Contracting Officer's Representive (COR) for the routes he intends to use. The axle load of earth-hauling equipment operating on paved streets shall not exceed 12,000 pounds.

2.7 Utility Outages and Road Closures

Utility, road, and railroad closures require minimum 10 working days advance written notice and will be subject to COR approval. A sample utility outage/road closure request form will be provided at the Prework Conference.

Utility outages will be held on normal work days, after hours or on weekend/holidays as coordinated with the Contracting Officer, U.S. Army Corp of Engineers and the utility provider. The decision on when to have an outage (normal work hours, weekend, etc) will be based on the length of the outage and the normal business hours/hours of maximum usage for the facilities affected by the outage. Outages will be limited to a duration of 4 hours unless extenuating circumstances dictate otherwise.

2.8 Availability and Use of Utility Services

2.8.1 Payment for Utility Services

The Government will make all reasonably required utilities available to the Contractor from existing outlets and supplies, as specified in the contract. Unless otherwise provided in the contract, the amount of each utility service consumed shall be charged to and paid for by the Contractor at the prevailing rates. Refer to the Government for the current rates. Rates are subject to change. The Contractor shall carefully conserve all utilities furnished.

2.8.2 Meters and Temporary Connections

The Contractor, at its expense and in a manner satisfactory to the Contracting Officer, shall provide and maintain necessary temporary connections, distribution lines, and meters required to measure the amount of each utility used for the purpose of determining charges. The Contractor shall notify the Contracting Officer's Representative, in writing, no less than 10 working days before the temporary connection is made. The Contracting Officers Representative will then provide the contractor with the name and phone number of the utility provider. The contractor will be responsible for contacting the utility provider and making arrangements for connections and billing. For temporary electrical connections the Government or applicable utility provider will provide the meter (meter base provided by contractor) and make the final hot connection after inspection and approval of the Contractor's temporary wiring installation. The Contractor shall not make the final electrical connection. For temporary water and sewer connections the contractor will provide the meter and after inspection/approval by the Contracting Officer's Representative make the final connection at the contractor's expense.

SECTION 01 00 05 Page 4

2.8.3 Use of Permanent Building Utility Connections

Utilities consumed by the contractor from permanent building utility connections shall also be metered and paid for by the contractor. When the permanent system is activated the initial meter reading shall be recorded and reported as specified below. On building renovation projects the initial meter reading shall be recorded when the contractor is given possession of the building to perform the work. The contractor shall pay for utilities consumed through the permanent building connection until the work has been completed or the government has occupied the facility, which ever occurs first.

2.8.4 Initial Meter Readings

Upon installation of the meter, the initial reading shall be recorded (in the presence of the Contracting Officer's Representative) and forwarded to the point of contact for utility service with a copy to the Contracting Officer's Representative.

2.8.5 Final Meter Reading

Before completion of the work and final acceptance of the work by the Government, the Contractor shall notify the Contracting Officer and the applicable utility provider, in writing, 10 working days before termination is desired. The Government or applicable utility provider will take a final meter reading. Electric service will be disconnected by the provider. Water and sewer connections will be disconnected by the contractor, at his expenses and by a method approved by the Contracting Officer's Representative. The Contractor shall then remove all the temporary distribution lines, meters, meter bases, and associated paraphernalia. The Contractor shall pay all outstanding utility bills before final acceptance of the work by the Government.

2.8.6 Utilities Charge Rates

Refer to the Government for the current rates. Rates are subject to change.

2.9 As-Built Record Drawings

The Contractor shall be responsible for maintaining one set of master prints at the job-site on which he shall keep a careful and neat record of all deviations from the original contract drawings as the work progresses. The Contractor shall note all changes and corrections on these record drawings promptly as the changes occur, but in no case less often than a weekly basis. In addition to incorporated modifications, these record drawings shall also include the actual location of all subsurface utility lines installed or encountered, and the type of materials used.Contractor will receive a copy of the contract documents in an electronic format (CD) at the time of award, the Contractor shall be responsible for transferring any as-built changes and plan sheet annotations described above onto the electronic format documents.The marked-up/annotated prints, or the annotated electronic drawings if applicable, shall be certified as to their correctness by an authorized representative of the Contractor and turned-over to the COR not later than 10 days after acceptance of the work by the Government.

2.10 Color Boards

Contractor need not provide color boards, but will provide colors in

SECTION 01 00 05 Page 5 keeping with the Fort Bragg Installation Design Guide colorways. Any deviations from the color schedules detailed in the construction plan set must be approved by the Fort Bragg Base Architect.

2.11 PROJECT SIGN

Prior to initiating any work on site, provide one project identification sign at the location designated. Maintain sign throughout the life of the project. Upon completion of the project, remove the sign from the site.

2.11.1 Construct Project Signs (DPW)

Furnish the construction project sign package, maintain the signs during construction, and remove the signs from the job site upon completion of the project. The construction project sign package consists of two signs:

one for project identification and the other to show the on-the-job safety performance of the contractor. Provide project and safety signs in compliance with EP 310-1-6a(http://140.194.76.129/publications/eng-pamphlets/ep310-1-6a/s-16.pdf.

Submit the sign legend orders as described in Section 16 of EP 310-1-6a prior to erecting the signs. Coordinate with Contracting Officer.

PART 3 SPECIAL PROVISIONS:

3.1 Occupancy

The existing buildings in the area will be occupied and in normal usage during accomplishment of the work. Interference with and inconvenience to the occupants or routine use of these facilities shall be held to an absolute minimum. The Contractor is responsible for providing such covering, shields, and barricades as are required to protect the facility occupants, furniture, equipment, supplies, etc., from dust, debris, weather intrusion, or other cause of damage resulting from construction.

3.2 Contractor Vehicle/Equipment Access to Fort Bragg

Fort Bragg is a closed installation, and vehicular access is controlled.

Contractors are required to register. Registration may be accomplished at the Main Vehicle Registration Center, near All American ACP, 0800-1700 hours Monday through Friday. Unregistered vehicles should expect to be stopped and delayed at all access control points. Contractors and all commercially registered vehicles shall use the Knox Street access control point off Bragg Boulevard for all access to Fort Bragg.

3.3 Special Work Constraints

3.3.1 Time Constraints.

All work will be performed during the hours of 0730 AM to 1600 PM unless specially approved by the Contracting Officer Representative (COR) for specified periods of time outside the normal work hours. Excludes federal holidays.

3.3.2 Special Access Requirements

The project site is located inside a secure compound.

SECTION 01 00 05 Page 6

3.3.3 Special Coordination Requirements

Contractor shall provide a construction phasing plan to the COR prior to construction and mobilization. Contractor shall provide weekly updates of the project schedule. The weekly updates shall include updates regarding the phasing of construction.

Electrical work will be coordinated with Sandhills Utilities Services (SUS) and other utility work (water) will be coordinated with Old North Utility Services (ONUS). Refer to drawings for additional information.

SECTION 01 00 05 Page 7

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 SUBMITTALS

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Location

1.3 OCCUPANCY OF PREMISES

1.4 EXISTING WORK

1.5 LOCATION OF UNDERGROUND UTILITIES

1.5.1 Notification Prior to Excavation

1.6 SALVAGE MATERIAL AND EQUIPMENT

PART 2 PRODUCTS - OMITTED

PART 3 EXECUTION - OMITTED

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

08/15

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 Salvage Plan; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes renovation of Building 2-2428 and incidental related work.

1.2.2 Location

The work is located within the vehicle maintenance complex north of Woodruff Street, between Jackson and Armistead Streets. The exact location will be shown by the Contracting Officer.

1.3 OCCUPANCY OF PREMISES

Building will be unoccupied during performance of work under this Contract.

Before work is started, 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.

1.4 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.

1.5 LOCATION OF UNDERGROUND UTILITIES

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

SECTION 01 11 00 Page 2

Contact local utility locating service a minimum of 10 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 installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.5.1 Notification Prior to Excavation

Notify the Contracting Officer at least 10 days prior to starting excavation work.

1.6 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area located within 5 miles of the construction site.

Provide a salvage plan, listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage. Use a system of property control that is approved by the Contracting Officer. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

PART 2 PRODUCTS - OMITTED

PART 3 EXECUTION - OMITTED

SECTION 01 11 00 Page 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

05/11

PART 1 GENERAL

1.1 SUMMARY

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

1.2.2 Approving Authority

1.2.3 Work

1.3 SUBMITTALS

1.4 SUBMITTAL CLASSIFICATION

1.4.1 Government Approved (G)

1.4.2 For Information Only

1.5 PREPARATION

1.5.1 Transmittal Form

1.5.2 Source Drawings for Shop Drawings

1.5.2.1 Terms and Conditions

1.5.3 Electronic File Format

1.6 QUANTITY OF SUBMITTALS

1.6.1 Number of Copies of SD-02 Shop Drawings

1.6.2 Number of Copies of SD-03 Product Data and SD-08

Manufacturer's Instructions

1.6.3 Number of Samples SD-04 Samples

1.6.4 Number of Copies SD-05 Design Data and SD-07 Certificates

1.6.5 Number of Copies SD-06 Test Reports and SD-09 Manufacturer's

Field Reports

1.6.6 Number of Copies of SD-10 Operation and Maintenance Data

1.6.7 Number of Copies of SD-01 Preconstruction Submittals and SD-11

Closeout Submittals

1.7 INFORMATION ONLY SUBMITTALS

1.8 SUBMITTAL REGISTER

1.8.1 Use of Submittal Register

1.8.2 Contractor Use of Submittal Register

1.8.3 Approving Authority Use of Submittal Register

1.8.4 Copies Delivered to the Government

1.9 VARIATIONS

1.9.1 Considering Variations

1.9.2 Proposing Variations

1.9.3 Warranting that Variations are Compatible

1.9.4 Review Schedule Extension

1.10 SCHEDULING

1.11 GOVERNMENT APPROVING AUTHORITY

1.11.1 Review Notations

1.12 DISAPPROVED SUBMITTALS

1.13 APPROVED SUBMITTALS

1.14 APPROVED SAMPLES

1.15 WITHHOLDING OF PAYMENT

1.16 STAMPS

SECTION 01 33 00 Page 1

PART 2 PRODUCTS

PART 3 EXECUTION

ATTACHMENTS:

Appendix A - Submittal Register

, ENG Form 4025-R

SECTION 01 33 00 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

05/11

PART 1 GENERAL

1.1 SUMMARY

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections.

Units of weights and measures used on all submittals are to be the same as those used in the contract drawings.

Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

Contractor's Quality Control (CQC) System Manager to check and approve all items prior to submittal and stamp, sign, and date indicating action taken. Proposed deviations from the contract requirements are to be clearly identified. Include within submittals items such as:

Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders; samples; O&M manuals (including parts list); certifications; warranties; and other such required submittals.

Submittals requiring Government approval are to be scheduled and made prior to the acquisition of the material or equipment covered thereby.

Pick up and dispose of samples not incorporated into the work in accordance with manufacturer's Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations.

A submittal register showing items of equipment and materials for when submittals are required by the specifications is provided as "Appendix A - Submittal Register".

1.2 DEFINITIONS

1.2.1 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 or the start of the next major phase of the construction on a multi-phase contract, includes schedules, tabular list of data, or tabular list including location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work.

Certificates of insurance

SECTION 01 33 00 Page 3

Surety bonds

List of proposed Subcontractors

List of proposed products

Construction progress schedule

Network Analysis Schedule (NAS)

Submittal register

Schedule of prices or Earned Value Report

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 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 ensuing 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.

SECTION 01 33 00 Page 4

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. Unless specified in another section, 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 findings 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 the 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 document purpose is to further promote the 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.

SD-08 Manufacturer's Instructions

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

SD-10 Operation and Maintenance Data

Data that is furnished by the manufacturer, or the system provider, to the equipment operating and maintenance personnel, including manufacturer's help and product line documentation necessary to maintain and install equipment. This data is needed by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

This data is intended to be incorporated in an operations and maintenance manual or control system.

SECTION 01 33 00 Page 5

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

1.2.2 Approving Authority

Office or designated person authorized to approve submittal.

1.2.3 Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce submittals, except those SD-01 Pre-Construction Submittals noted above, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction.

1.3 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 this section.

SD-01 Preconstruction Submittals

Submittal Register; G

1.4 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.4.1 Government Approved (G)

Government approval is required for extensions of design, critical materials, deviations, equipment whose compatibility with the entire system must be checked, and other items as designated by the Contracting Officer. Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, they are considered to be "shop drawings."

1.4.2 For Information Only

Submittals not requiring Government approval will be for information only.

They are not considered to be "shop drawings" within the terms of the Contract Clause referred to above.

1.5 PREPARATION

1.5.1 Transmittal Form

Use the attached sample transmittal form, ENG Form 4025-R for submitting both Government approved and information only submittals in accordance with the instructions on the reverse side of the form. Properly complete

SECTION 01 33 00 Page 6 this form by filling out all the heading blank spaces and identifying each item submitted. Exercise special care to ensure proper listing of the specification paragraph and sheet number of the contract drawings pertinent to the data submitted for each item.

1.5.2 Source Drawings for Shop Drawings

The entire set of Source Drawing files(DGN) will not be provided to the Contractor. Only those requested by the Contractor to prepare shop drawings may be provided. Request the specific Drawing Number only for the preparation of Shop Drawings. These drawings may only be provided after award.

1.5.2.1 Terms and Conditions

Data contained on these electronic files must not be used for any purpose other than as a convenience in the preparation of construction 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 must 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 must, 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 Source Drawing files are not construction documents.

Differences may exist between the Source Drawing files and the corresponding construction documents. The Government makes no representation regarding the accuracy or completeness of the electronic Source Drawing files, nor does it make representation to the compatibility of these files with the Contractor hardware or software. In the event that a conflict arises between the signed and sealed construction documents prepared by the Government and the furnished Source Drawing files, the signed and sealed construction documents govern. The Contractor is responsible for determining if any conflict exists. Use of these Source Drawing 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 or modifies these electronic Source Drawing files for use in producing construction data related to this contract, remove all previous indicia of ownership (seals, logos, signatures, initials and dates).

1.5.3 Electronic File Format

Provide submittals in electronic format, with the exception of material samples required for SD-04 Samples items. In addition to the electronic submittal, provide three hard copies of the submittals. Compile the submittal file as a single, complete document, to include the Transmittal Form described within. Name the electronic submittal file specifically according to its contents, coordinate the file naming convention with the Contracting Officer. Electronic files must be of sufficient quality that all information is legible. Use PDF as the electronic format, unless otherwise specified or directed by the Contracting Officer. Generate PDF files from original documents with bookmarks so that the text included in the PDF file is both searchable and can be copied. If documents are

SECTION 01 33 00 Page 7 scanned, Optical Character Resolution (OCR) routines are required. Index and bookmark files exceeding 30 pages to allow efficient navigation of the file. When required, the electronic file must include a valid electronic signature, or scan of a signature.

Email electronic submittal documents fewer than 10MB to an email address as directed by the Contracting Officer. Provide electronic documents over 10MB on an optical disc, or through an electronic file sharing system such as the AMRDEC SAFE Web Application located at the following website:

https://safe.amrdec.army.mil/safe/.

Provide hard copies of submittals when requested by the Contracting Officer. Up to 3 additional hard copies of any submittal may be requested at the discretion of the Contracting Officer, at no additional cost to the Government.

1.6 QUANTITY OF SUBMITTALS

1.6.1 Number of Copies of SD-02 Shop Drawings

Submit six copies of shop drawings requiring review and approval by Contracting Officer.

1.6.2 Number of Copies of SD-03 Product Data and SD-08 Manufacturer's Instructions

Submit in compliance with quantity requirements specified for shop drawings.

1.6.3 Number of Samples SD-04 Samples

a. Submit two samples, or two sets of samples showing range of variation, of each required item. One approved sample or set of samples will be retained by approving authority and one will be returned to Contractor.

b. Submit one sample panel or provide one sample installation where directed. Include components listed in technical section or as directed.

c. Submit one sample installation, where directed.

d. Submit one sample of non-solid materials.

1.6.4 Number of Copies SD-05 Design Data and SD-07 Certificates

Submit in compliance with quantity requirements specified for shop drawings.

1.6.5 Number of Copies SD-06 Test Reports and SD-09 Manufacturer's Field Reports

Submit in compliance with quantity and quality requirements specified for shop drawings other than field test results that will be submitted with QC reports.

1.6.6 Number of Copies of SD-10 Operation and Maintenance Data

Submit three copies of O&M Data to the Contracting Officer for review and approval.

SECTION 01 33 00 Page 8

1.6.7 Number of Copies of SD-01 Preconstruction Submittals and SD-11 Closeout Submittals

Unless otherwise specified, submit two sets of administrative submittals.

1.7 INFORMATION ONLY SUBMITTALS

Normally submittals for information only will not be returned. Approval of the Contracting Officer is not required on information only submittals. The Government reserves the right to require the Contractor to resubmit any item found not to comply with the contract. This does not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications; will not prevent the Contracting Officer from requiring removal and replacement of nonconforming material incorporated in the work; and does not relieve the Contractor of the requirement to furnish samples for testing by the Government laboratory or for check testing by the Government in those instances where the technical specifications so prescribe.

1.8 SUBMITTAL REGISTER

Prepare and maintain submittal register, as the work progresses. Do not change data which is output in columns (c), (d), (e), and (f) as delivered by Government; retain data which is output in columns (a), (g), (h), and

(i) as approved. A submittal register showing items of equipment and materials for which submittals are required by the specifications is provided as an attachment. This list may not be all inclusive and additional submittals may be required. The Government will provide the initial submittal register in electronic format with the following fields completed, to the extent that will be required by the Government during subsequent usage.

Column (c): Lists specification section in which submittal is required.

Column (d): Lists each submittal description (SD No. and type, e.g. SD-02 Shop Drawings) required in each specification section.

Column (e): Lists one principal paragraph in specification section where a material or product is specified. This listing is only to facilitate locating submitted requirements. Do not consider entries in column (e) as limiting project requirements.

Thereafter, the Contractor is to track all submittals by maintaining a complete list, including completion of all data columns, including dates on which submittals are received and returned by the Government.

1.8.1 Use of Submittal Register

Submit submittal register. Submit with QC plan and project schedule.

Verify that all submittals required for project are listed and add missing submittals. Coordinate and complete the following fields on the register submitted with the QC plan and the project schedule:

Column (a) Activity Number: Activity number from the project schedule.

Column (g) Contractor Submit Date: Scheduled date for approving

SECTION 01 33 00 Page 9 authority to receive submittals.

Column (h) Contractor Approval Date: Date Contractor needs approval of submittal.

Column (i) Contractor Material: Date that Contractor needs material delivered to Contractor control.

1.8.2 Contractor Use of Submittal Register

Update the following fields in the Government-furnished submittal register program or equivalent fields in program utilized by Contractor with each submittal throughout contract.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (j) Action Code (k): Date of action used to record Contractor's review when forwarding submittals to QC.

Column (l) List date of submittal transmission.

Column (q) List date approval received.

1.8.3 Approving Authority Use of Submittal Register

Update the following fields in the Government-furnished submittal register program or equivalent fields in program utilized by Contractor.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (l) List date of submittal receipt.

Column (m) through (p) List Date related to review actions.

Column (q) List date returned to Contractor.

1.8.4 Copies Delivered to the…