Atch_1_-_Specifications.pdf

CAPE CANAVERAL AIR FORCE STATION

PATRICK AIR FORCE BASE

Technical Specifications

For

Indefinite Delivery, Indefinite Quantity Contract

Repair Building Envelope, CCAFS/PAFB

DATE: January 2018

45 SW

Civil Engineering Squadron

Repair Building Envelope, CCAFS/PAFB IDIQ Contract

SECTION TOC Page 1 01/01/2018

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 33 00 SUBMITTAL PROCEDURES GOVERNMENTAL

01 35 26 SAFETY REQUIREMENTS SOURCES FOR

01 42 00 REFERENCE PUBLICATIONS

01 45 00 QUALITY CONTROL

01 57 20 ENVIRONMENTAL PROTECTION

01 74 19 INTEGRATED SOLID WASTE MANAGEMENT

01 77 00 CLOSEOUT PROCEDURES

DIVISION 02 - EXISTING CONDITIONS

02 41 00 02 82 13 02 83 13

SELECTIVE DEMOLITION

ASBESTOS ABATEMENT

LEAD IN CONSTRUCTION

DIVISION 03 - CONCRETE

03 01 30 CONCRETE REHABILITATION

03 51 00 ROOF DECK REPLACEMENT, CAST-IN-PLACE GYPSUM CONCRETE

03 52 00 INSULATING, CAST-IN-PLACE LOW DENSITY CONCRETE

DIVISION 04 - MASONRY

04 01 20 MAINTENANCE OF UNIT MASONRY

04 20 00 MASONRY

DIVISION 05 - METALS

05 30 00 05 40 00 05 50 00 05 51 00 05 51 33 05 52 33 05 53 00

STEEL DECKS

COLD-FORMED METAL

METAL FABRICATIONS

METAL STAIRS

METAL LADDERS

PIPE AND TUBE RAILINGS

METAL GRATINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 06 71 33 06 73 01 06 82 14

ROUGH CARPENTRY

FIBERGLASS REINFORCED PLASTIC (FRP) LADDERS

FIBERGLASS REINFORCED PLASTIC (FRP) GRATING

FIBERGLASS REINFORCED PLASTIC (FRP) PIPE AND TUBE RAILINGS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 01 50 PREPARATION FOR RE-ROOFING

07 01 50.82 MODIFIED BITUMINOUS ROOFING REPAIRS

07 14 16 COLD FLUID-APPLIED ROOFING SYSTEM

07 22 16.22 ROOF BOARD INSULATION (POLYISOCYANURATE)

07 22 16.23 ROOF BOARD INSULATION (EXPANDED POLYSTYRENE)

07 31 13 ASPHALT SHINGLES

07 32 00 CONCRETE AND CLAY TILE ROOFING

07 41 13 METAL ROOF PANELS

07 41 33 FIBERGLASS REINFORCED PLASTIC (FRP) ROOF PANELS METAL

07 42 13 WALL PANELS

07 42 33 FIBERGLASS REINFORCED PLASTIC (FRP) WALL PANELS

07 52 16.14 SBS MODIFIED BITUMINOUS MEMEBRANE ROOFING HOT-

MOPPED ASPHALT APPLIED

07 52 16.15 07 54 23 07 61 13.00 20 07 62 00 07 72 00 07 84 00 07 92 00

SBS MODIFIED BITUMINOUS MEMBRANE ROOFING-TORCH APPLIED

THERMOPLASTIC MEMBRANE ROOFING

ALUMINUM STANDING SEAM ROOFING

SHEET METAL FLASHING AND TRIM

ROOF ACCESSORIES

FIRESTOPPING

JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 16 08 56 53

08 61 00 08 71 00 08 81 00 08 91 00

ALUMINUM DOORS AND FRAMES

BLAST RESISTANT TEMPERED GLASS

ROOF WINDOWS AND UNIT SKYLIGHTS

WINDOWS DOOR HARDWARE

GLAZING

METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 22 00 09 24 23 09 29 00 09 51 00

09 90 01 09 90 02

SUPPORTS FOR PLASTER AND GYPSUM

BOARD STUCCO

GYPSUM BOARD

ACOUSTICAL CEILINGS

EXTERIOR PAINTING

INTERIOR PAINTING

DIVISION 22 - PLUMBING

22 05 00 22 14 26.13

GENERAL PLUMBING

REQUIREMENTS ROOF DRAINS

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

23 05 00 GENERAL MECHANICAL REQUIREMENTS

DIVISION 26 - ELECTRICAL

26 00 00 26 05 00 26 41 13

GENERAL ELECTRICAL REQUIREMENTS

COMMON WORK RESULTS FOR

ELECTRICAL LIGHTNING PROTECTION

SYSTEM

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 13 14 CONCRETE FOR SMALL PROJECTS

APPENDIX 1

SAMPLE WARRANTY SIGN

APPENDIX 2

AIR FORCE POLICY FOR TORCH DOWN WELDING OF MODIFIED BITUMEN ROLL ROOFING

APPENDIX 3

TYPICAL DETAILS

-- End of Project Table of Contents --

SECTION TOC Page 2

SECTION 01 11 00 Page 1

SECTION TABLE OF CONTENTS

SECTION 01 11 00

SUMMARY OF WORK

11/11

PART 1 GENERAL

1.1 SUMMARY

1.2 SCOPE OF WORK DOCUMENTS

1.3 PROJECT DESCRIPTION

1.3.1 Architectural

1.3.1.1 Risk Management Assessment (RMA)

1.3.2 Structural

1.3.3 Mechanical

1.3.4 Electrical

1.3.5 Special Construction

1.4 EXISTING WORK

1.5 REFERENCES

1.6 SUBMITTALS

1.7 SAFETY/ACCIDENT PREVENTION PLAN SUBMITTALS

1.8 WORK SCHEDULING

1.8.1 Requirements

1.9 OCCUPANCY OF PREMISES/ACCESS REQUIREMENTS

1.9.1 Facility Contents

1.9.1.1 Responsibilities

1.9.1.2 Maintain Clean Work Areas

1.9.1.3 Damage To Existing Equipment

1.9.1.4 New Material and Construction Equipment

1.9.2 Construction Area Access And Control

1.9.2.1 Access and Control Requirements

1.9.3 Vehicle Parking

1.9.3.1 Requirements

1.10 STORAGE, TRANSPORTATION AND PROTECTION

1.10.1 Storage

1.10.2 Protection

1.10.3 Transportation

1.10.4 Hazardous Materials

1.10.5 Site Protection Plan

1.11 PROTECTION OF WORK

1.12 GOVERNMENT-FURNISHED MATERIALS - None

1.13 ON-SITE PERMITS

1.13.1 Utility Outage Requests And Connection Requests

1.13.1.1 Requirements

1.13.2 Work Clearance Request

1.13.3 Excavation, Brush/Tree Clearing And Welding Permits

1.13.3.1 Excavation Permits

1.14 SALVAGE AND DISPOSAL OF MATERIAL AND EQUIPMENT

1.14.1 Removal

1.14.2 Housekeeping

1.14.3 Salvage of Material And Equipment

1.14.4 Waste Disposal

SECTION 01 11 00 Page 2

1.14.5 Cleanup

1.14.6 Salvage and Disposal Record Keeping

1.15 RADIO FREQUENCY MANAGEMENT PROCEDURES

1.16 COMMUNICATION SECURITY PART 2

PRODUCTS

PART 3 EXECUTION

3.1 ACCESS REQUIREMENTS

3.1.1 Badge Requirements

3.1.2 Construction Site Requirement

3.1.3 Air Force Restricted Area Requirements (Black & Blue Restricted Unescorted Badge)

3.2 BADGE CONTROL AND ACCOUNTABILITY

3.2.1 Safeguarding Badges

3.2.2 Reporting Lost Badges

3.2.3 Returned Badges

3.2.4 CCAFS VEHICLE INSPECTION

3.3 CCAFS DELIVERIES

3.3.1 Non-Hazardous Deliveries

3.3.2 Hazardous Deliveries

3.4 RESPONSIBILITIES

3.5 EXCAVATION

3.5.1 Dig/Utility Locate Permit Requirements

3.5.1.1 Location of Buried Structures and Utility Lines

3.5.1.2 Excavation, Trenching, and Backfilling

3.5.1.3 Cutting of Roads, Streets, Driveways, and Paved Areas

3.5.2 Restrictions

3.5.3 Temporary Shoring, Bracing And Supports

3.5.4 Barricades

3.6 WELDER QUALIFICATION REQUIREMENTS

3.6.1 Welding And Brazing

3.7 HOISTING AND LIFTING

3.7.1 Lifting Operation Plan

3.8 QUALITY CONTROL

3.8.1 Licenses

3.8.2 Quality Control Manager

3.8.3 Government Inspection/Approval

3.8.4 Inspection Files

3.9 SUPERINTENDENT

3.10 CONSTRUCTION SCHEDULING REQUIREMENTS

3.10.1 Contractor Coordination Meetings

3.10.2 On-Site Construction Sequence

-- End of Section Table of Contents --

SECTION 01 11 00 Page 3 and

A. The Scope of Work to be performed under this project is located at Patrick Air Force Base (PAFB), Cape Canaveral Air Force Station (CCAFS), Malabar Tracking Anex (MTA), and various facilities operated by the 45th Space Wing in other parts of Brevard County and Martin County, Florida. PAFB is located approximately three miles south of Cocoa Beach on State Road A1A.

CCAFS is located at the end of State Road 401, north of Port Canaveral.

B. The work to be performed under this project consists of providing all the labor, equipment & materials necessary to refurbish, repair &/or replace roofing systems, wall coating systems, doors/windows/ soffits. & building appurtenances on various facilities maintained & operated by the 45th Space Wing & it's tennants/leasees/licensees. The primary scope of work to be accomplished under this contract is located at CCAFS & PAFB, Brevard County, Florida.

1.2 SCOPE OF WORK DOCUMENTS

A. Facility/Site Specific Construction Documents/Drawings, which are to be issued each delivery order.

B. Specifications w/ Appendix '1', Sample Warranty Sign; Appendix '2', Air Force Policy for Torch Down Welding of Modified Bitumen Roll Roofing; Appendix '3', Typical Details. Unless explicitly waived, all work that is shown on in Appendix ‘3’, Typical Details, shall be constructed as shown, and relative to errors or omissions, the contractor is to assume Appendix ‘3’, Typical Details are the governing criteria over other drawings, statements of work, or line item bid descriptions.

C. As applicable all work shall be performed in accordance with UFC 3-110-03 "Roofing" and UFC 3-110-04 "Roofing Maintenance and Repair".

1.3 PROJECT DESCRIPTION

1.3.1 Architectural

Roof refurbishment, repairs and/or replacement may include, but is not limited to, the following types of roofing systems:

Roof Tiles (multiple styles and types)

Shingles:

Asphalt fiberglass.

Built-Up Roof Membrane (BUR):

Asphalt and Modified Bitumen.

Metal Roof Panel:

Standing seam, corrugated, structural and non-structural

Single-Ply Membrane:

PVC & TPO.

Painting, Stucco, and exterior accessories

Doors & Windows: Miami Dade hurricane rated & ATFP compliant doors, windows, and accessories

1.3.1.1 Risk Management Assessment (RMA)

SECTION 01 11 00 Page 4

Risk Management Assessments or RMA's are part of the design documents and form the basis of the safety equipment to be used and installed by the Contractor. RMA's may be provided to the Contractor upon request.

1.3.2 Structural

Selected facilities may require structural roof deck/framing & window/door frame repiars including but not limited to:

Gypsum lightweight concrete on metal deck and/or form boards with steel framing.

Cast-in-place concrete on metal decking with concrete and/or steel framing.

Structural cast-in-place concrete deck.

Pre-cast/pre-stressed concrete panels and/or planks.

Window/door frame anchoring repairs to meet Miami Dade hurricane rating or ATFP requirements.

Wood decking (planks and plywood) and framing (dimensional lumber, pre-fabricated truss and timber).

1.3.3 Mechanical

Selected facilities may require, but not be limited to, refurbishment, repair, removal and re-installation of existing HVAC, fresh-air intake, exhaust systems access equipment and safety railings etc.

1.3.4 Electrical

Selected facilities may require, but not be limited to, refurbishment, repair, removal and re-installation of existing electrical equipment and lightning protection systems.

1.3.5 Special Construction

Selected facilities may require, but not be limited to, structural roof deck, door, window, & framing upgrades for installation roof-top fall protection systems, roof access hatches/ladders, stair addition &/or refurbishment/repairs, mechanical equipment, observation platform repairs, window repair/replacment, door repair/replacement for Miami Dade hurricane rating or ATFP requirements.

1.4 EXISTING WORK

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

Repair or replace portions of existing work which have been altered during construction operations are 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 the new work started.

1.5 REFERENCES

The publications listed below form a part of the Project Specifications and are a component to the requirements for the work contained in this Section.

AMERICAN WELDING SOCIETY (AWS)

AWS B2.1/B2.1M

AWS D1.1/D1.1M

(2014) Specs for Welding Procedure & Performance

(2010; Errata 2011) Structural Welding Code - Steel

FLORIDA BUILDING CODE (FBC) (5th Edition 2015) Hurricane rated doors, widnows, & roof assemblies

SECTION 01 11 00 Page 5

ASME INTERNATIONAL (ASME)

ASME BPVC SEC IX (2013) Boiler and Pressure Vessel Code; Section IX, Welding and Brazing Qualifications

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 241 (2013) Standard for Safeguarding Construction,Alteration, and Demolition Operations

U.S. AIR FORCE (USAF)

AFI 33-118 (2005) Radio Frequency (RF) Spectrum Management

45TH SPACE WING (SWI)

45 SWI 31-1 (2011) PAFB Instruction - Integrated Defense Plan (IDP)

U.S. ARMY CORPS OF ENGINEERS (USACE)

COE EM-385-1-1 (2008) Safety and Health Requirements Manual

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1926 (2014) Safety and Health Regulations for Construction

UNIFIED FACILITIES CRITERIA (UFC)

UFC 3-110-03

UFC 3-110-04

UFC 3-190-06

UFC 4-010-01

(2014) Roofing

(2007) Roofing Maintenance and Repair

(2004) Protective Coatings and Paints

(2007) DoD Minimum Antiterrorism Standards for Buildings

1.6 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Submit the following items to the Contracting Officer (throughout this document, the term "Contracting Officer" means "Contracting Officer or his/her Representative:"

Accident Prevention Plan Lifting Operation Plan Utility Outage Requests Connection Requests Excavation Requests Welding Requests Hazardous Materials (including all paint) Brush/Tree Clearing Requests

SD-06 Test Reports

Submit the following items to the Contracting Officer:

Investigation reports Daily checklist

SECTION 01 11 00 Page 6

Daily logs reporting on the progress of daily activities or attesting that the work has been installed in accordance with the contract plans and specifications.

SD-07 Certificates

Welding Permits

1.7 SAFETY/ACCIDENT PREVENTION PLAN SUBMITTALS

Submit the following for this work:

Submit an Accident Prevention Plan in accordance with Section 01 35 26.

1.8 WORK SCHEDULING

Work Schedules for all on-site activities must be reviewed and approved by the Contracting Officer prior to start of the project; and all activities coordinated with the Contracting Officer once work has begun. Due to the critical nature of the work location; all work pertaining to this contract must be completed without disrupting and/or minimal disruption to the operation of the occupied facilities.

Allow for non-access days where construction activity is prohibited due to hazardous operations or launch activity. When possible, the Government will provide 24 hour notification each time the restrictions are invoked.

1.8.1 Requirements

Working hours normally range between the hours of 7:30 AM and 4:00 PM (0730-1600) excluding Saturdays, Sundays and Federal Holidays. If work must be done during periods other than above, additional Government inspection and Range Support personnel is required. Submit the following to the Contracting Officer:

Frequency of these submittals will be as determined by the Contracting Officer.

Notification must be given to the Contracting Officer three working days in advance of intention to work during other periods to allow assignment of additional inspection forces when the Contracting Officer determines that they are reasonably available. If such support is reasonably available, the Contracting Officer may authorize work to be performed during periods other than normal duty hours/days. If inspections are required to be performed in excess of their normal duty hours/days solely for the Contractor, the cost of the inspection at overtime rates will be charged to the Contractor and will be deducted from the final payment of the contract amount. Work beyond normal hours/days will be required for major utility outages.

No construction work is to take place over the Christmas/New Year holiday period. This period will start one full work day before the Federal Christmas holiday and end the first work day after the Federal New Year Holiday. The Contractor may request to work during this time at the discretion of the Contracting Officer.

1.9 OCCUPANCY OF PREMISES/ACCESS REQUIREMENTS

Building(s) will or will not be occupied during performance of work under this Contract. If occupied, occupancy notifications will be posted in a prominent location in the work area.

Before work is started, the Contractor is to submit a plan to the Contracting Officer or Representative

SECTION 01 11 00 Page 7 for approval. The plan must include a sequence of procedures, means of access, space plan for storage of materials and equipment, and use of personnel and vehicle approaches to the facility, corridors, hallways, and stairways.

1.9.1 Facility Contents

1.9.1.1 Responsibilities

Closely coordinate the schedule of work with the Contracting Officer. Unless otherwise stated, remove all piping, equipment, cable, conduit, lighting, miscellaneous supports, etc., as required to perform the work. Any movable or fixed lighting, miscellaneous supports, equipment, piping, etc., remaining in the work area must be covered and protected from damage. Store and protect all relocated items from damage throughout the construction period. After completion of work and prior to final acceptance, replace removed items in their original location.

Demolition of systems must not start until replacement equipment is on site.

1.9.1.2 Maintain Clean Work Areas

Keep all work areas clean at all times. Contractor must prevent introduction of dirt or dust into areas adjacent to the work areas. All materials, tools and equipment must be thoroughly cleaned prior to being brought into the work areas or adjacent areas.

1.9.1.3 Damage To Existing Equipment

At the sole discretion of the Contracting Officer, the Contractor is to repair and/or replace any damage to adjacent and/or existing materials, equipment or systems which has occurred from activities or neglect by the Contractor at no cost to the Federal Government.

1.9.1.4 New Material and Construction Equipment

Only materials and construction equipment designated for performance of contract work are to be stored at the construction site or located in Government-controlled warehouses or shop facilities.

1.9.2 Construction Area Access And Control

1.9.2.1 Access and Control Requirements

Exclusive use or control of any area will not be allowed as the Government must have access to all areas at all times. All work must be scheduled around operational constraints.

1.9.3 Vehicle Parking

1.9.3.1 Requirements

Job and support vehicles for workers must be parked in designated parking areas within reasonable access to the worksite. All vehicle operators must comply with all traffic laws including mandatory seat belt usage, speed limits and hauling restrictions. Contractor is responsible for repairing or replacing any facility/grounds damaged areas.

1.10 STORAGE, TRANSPORTATION AND PROTECTION

1.10.1 Storage

Contractor may be assigned a storage area upon written request to the Contracting Officer.

Contractor's request must indicate dimensions of container, trailer, size of storage area, and utilities required. Space at one of the base central storage areas will be assigned to the Contractor by the Contracting Officer. All trailers and containers are to be in good physical and safe condition with locations compliant to NFPA 241.

SECTION 01 11 00 Page 8

Contractor is responsible for contacting the local phone company (BellSouth) to request a telephone number and line for their office trailer.

Office trailers and long term (longer than one year) storage containers and/or trailers must be painted to match the base standard color "Conch Shell", as noted in the base Facilities Excellence guide.

Trailers located on site for short term storage, 10 working days or less, will not need to meet this requirement. In addition, all office trailers and long term storage containers and/or trailers must be skirted along the entire perimeter with a wood lattice material. This skirting must be painted to match the same trailer color as described above. Contractor is responsible for the storage and protection of all his materials and equipment, whether incorporated into the job or not. Also, for enclosing the assigned storage area with a minimum 6' high privacy fence. The fence is to be black vinyl coated galvanized fencing, with a black nylon screen covering as approved by the Contracting Officer. The fence must be in good repair and continuously maintained throughout the construction. The intent is to conceal construction materials, equipment and debris from adjacent occupied areas during the life of the contract. Upon completion of the contract, the Contractor is responsible for removing the fence and restoring the site to its original condition.

1.10.2 Protection

Store and protect products in accordance with manufacturer's instructions. Store products with seals, labels intact and legible. Store sensitive products in weather tight, climate controlled enclosures in an environment favorable to the product. Products acceptable for exterior storage must be on sloped supports above ground.

1.10.3 Transportation

Transport and handle products in accordance with manufacturer's instructions. Promptly inspect shipments to ensure the products comply with project requirements, proper quantities, and undamaged. Protect products subject to deterioration with impervious sheet covering. Provide ventilation to prevent condensation and degradation of products.

1.10.4 Hazardous Materials

Hazardous Materials and petroleum product containers must be stored on an impervious surface with containment. Incompatible materials must be segregated and have separate containment systems.

Additional HAZMAT requirements are provided in Section 01 57 20 "ENVIRONMENTAL PROTECTION". Submit a complete list of Hazardous Materials (including all paint) which are used to perform the work.

1.10.5 Site Protection Plan

Structures, utilities, sidewalks, pavements, and other facilities immediately adjacent to excavations must be protected against damage. The Contractor must comply with COE EM-385-1-1 and is required to protect areas adjacent to the construction site.

1.11 PROTECTION OF WORK

Prior to performing any construction or demolition work notify the Contracting Officer, fourteen (14) days prior to the start of work, to enable the Contracting Officer or 45 CES/CELS representative to review the protective measures being taken to prevent hazards to employees and possible damage to adjacent structures and/or finishes or materials and allow the Base Operations Support Contractor (BOSC) to respond to the work to be performed.

Place protective barriers over any area of the structure and/or adjacent materials deemed at risk.

Place plywood sheets over the roof to distribute the force of dropped materials. Plywood covers are to be placed over decorative roof embellishments.

Facades that are directly exposed to adjacent construction sites are to receive close attention. To

SECTION 01 11 00 Page 9 avoid damage, cover windows with plywood. If entire wall surfaces are vulnerable, scaffolding is to be erected against the facade and debris netting placed on the outside of the scaffolding. Plastic sheeting can provide added protection in areas where acidic cleaning solutions may splash onto facades, windows and other surfaces.

Provide and install temporary dust suppression measures as required for the work being performed at the building site.

1.12 GOVERNMENT-FURNISHED MATERIALS - None

1.13 ON-SITE PERMITS

1.13.1 Utility Outage Requests And Connection Requests

Schedule work to hold outages to a minimum.

Utility Outages and Connection Requests required during the execution of work that affect existing systems must be arranged at the convenience of the Government which may require scheduling outside of the regular working hours or on weekends, at no additional cost to the Government.

Each Utility Outage and Connection Requests must state the system involved, area involved, approximate duration of outage, and the nature of work involved.

1.13.1.1 Requirements

A written request for a utilities outage (electricity, communication, water, compressed air, gas, steam, air conditioning, etc.) must be submitted to the Contracting Officer at least fourteen (14) calendar days in advance of the desired outage. Approval is required prior to scheduling any outage. All limitations noted on the approved outage authorization must be carefully observed. Final verbal coordination must be made four (4) hours prior to the outage by calling the Contracting Officer or his representative. A utilities outage without prior approval and coordination is prohibited.

Since many systems are critical to facility operations, the number and duration of utility outages must be limited to a four (4) hours maximum at any one time, unless otherwise approved by the Contracting Officer due to unusual circumstances. Coordinate all work efforts with sufficient manpower, materials, and equipment to complete the work within the authorized outage window.

Existing utility services may be interrupted only when approved by the Contracting Officer. Schedule the interruption at a time of minimum demand on the utility, which is convenient to the Government.

Perform all outages on weekends, holidays, or evenings at no additional cost to the Government.

The Contractor is to make all necessary arrangements to schedule and provide connections to existing utilities and to cause minimum interruption to system operation. All temporary utility hook-ups and disconnects are to be made by the Contractor.

If the Contractor fails to comply with a scheduled outage, the cost to reschedule the outage will be deducted from the final contract payment.

1.13.2 Work Clearance Request

All construction work requires a Work Clearance Request, AF Form 103. This permit is processed by the Government and provided to the Contractor. It is required prior to the start of any construction at the project site and must be posted in a conspicuous location on site during all construction activities.

Obtain (from the Technical Representative), prepare, and properly complete AF Form 103. Provide coordination for location of buried structures and utility lines before beginning any work involving digging/excavation. The Technical Representative must be the first and the last to coordinate on the AF Form 103.

SECTION 01 11 00 Page 10

1.13.3 Excavation, Brush/Tree Clearing And Welding Permits

Submit Excavation Requests, Brush/Tree Clearing Requests, and Welding Requests to the Contracting Officer. Permits must be obtained by the Contracting Officer or representative, within fourteen (14) calendar days, for distribution to the Contractor.

Post permits at a conspicuous location in the construction area.

Burning of trash or rubbish is not permitted on any USAF facility.

1.13.3.1 Excavation Permits

Prior to performing any excavation work or any surface penetrations six (6) inches or deeper (such as driving stakes more than six (6) inches in the ground) on any ground surface, the Contractor must obtain from the Contracting Officer or 45 CES/CELS Technical Representative, assistance for locating current subsurface utilities for the particular area where work is to be performed. Stake out subsurface high voltage cables, communication cables, and pipe lines indicated within the scope of the work contemplated.

Notify the Contracting Officer fourteen (14) days prior to the start of excavation work or surface penetration, to enable the Contracting Officer to review measures being taken to prevent hazard to employees and possible damage to subsurface utilities and allow the Base personnel responsible for excavation permit time to respond to scanning requests. Where emergency conditions preclude the fourteen (14) days advance notification. Immediately inform the Contracting Officer of the Contractor's intention to initiate work prior to actual start of activity.

After excavation permit has been obtained and prior to any excavating, verify with Base and Cape Support that there are no Test Control Periods (TCPs) that would prevent excavation.

Temporarily halt any machine excavation work or other surface penetration when approaching within ten (10) feet of the existing utility line until the Contractor has exposed the utility line by hand excavation to fix its location.

1.14 SALVAGE AND DISPOSAL OF MATERIAL AND EQUIPMENT

1.14.1 Removal

Remove and/or relocate only those materials or items of equipment specifically indicated in the drawings and specifications. Perform removal operations in such a manner that adjacent areas, installed equipment, or existing utilities are not damaged. Repair all openings that occur due to removal or demolition operations to match adjacent, existing surfaces. Repair any damages incurred during removal operations at no additional cost to the Government.

1.14.2 Housekeeping

Provide sufficient personnel, labor, and equipment to ensure compliance with all housekeeping requirements. Work will not be allowed in those areas that do not comply with the requirements of Section 14.C of COE EM-385-1-1. Job sites are to be kept clean on an ongoing, daily basis. All areas are to be thoroughly cleaned prior to leaving the jobsite at completion of project work.

1.14.3 Salvage of Material And Equipment

All salvageable materials or items to be removed must remain the property of the Federal Government. Salvageable items will be indicated for each facility in the construction documents and/or drawings. Salvageable items must be transported to and deposited at the Defense Reutilization and Marketing Office (DRMO) at Cape Canaveral Air Force Station. At PAFB, drop off on base as directed by Contracting Officer.

Salvageable material must be segregated and separated into categories before transport. All

SECTION 01 11 00 Page 11 salvageable items delivered to DRMO must be accompanied by a properly prepared DD Form 1348.

This form will be furnished by the Contracting Officer. Furnish a signed copy by DRMO reflecting the turn in materials to the Contracting Officer.

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 is responsible for storage and protection of salvaged materials and equipment until disposition by the Contracting Officer.

Material to be salvaged and re-installed by the Contractor must be protected during removal and stored to prevent damage.

For reference purposes salvageable is defined as: items, material, equipment which can be refitted, reworked, and restored and put to use or sold. The Contracting Officer has sole discretion as to determining whether any particular item is salvageable.

1.14.4 Waste Disposal

Non-salvageable material and debris shall be removed from work areas and disposed of daily.

Refer to Section 01 57 20 "ENVIRONMENTAL PROTECTION" for further waste disposal and record keeping requirements.

1.14.5 Cleanup

Remove all waste materials, except indicated salvaged items, generated by the construction from U.S.

Government property at the end of each work day and deposited at a disposal site selected by the Contracting Officer. Disposal must be in accordance with federal, state, county and city ordinances and at the expense of the Contractor.

Upon completion of the construction each day, leave the work premises in a clean, neat and workmanlike condition, satisfactory to the Contracting Officer.

1.14.6 Salvage and Disposal Record Keeping

Maintain a disposal log of all materials removed from the job site. This inventory must include waste materials disposed in landfills and materials sold for salvage and recycled. The disposal log form is available from the Contracting Officer. At a minimum, identify the type of materials, material weight, disposition (landfill or recycle), receiving facility (name, address and phone number) and net disposal costs or rebates including container costs, hauling and tipping fees as applicable. Submit two copies of the disposal log and all dump tickets and receipts associated with disposal to the Contracting Officer at the completion of the project.

Upon completion of the construction, leave the work premises in a clean, neat and workmanlike condition, satisfactory to the Contracting Officer.

1.15 RADIO FREQUENCY MANAGEMENT PROCEDURES

Follow the policy and procedures contained in AFI 33-118 to obtain frequency allocation approval of electronic devices and USAF Radio Frequency Assignment.

1.16 COMMUNICATION SECURITY

Government telecommunications networks are continually subject to interception by hostile/unfriendly intelligent organizations. Therefore, the DOD has authorized the military departments to conduct COMSEC monitoring and recording of telephone calls from, or terminating at, DOD organizations.

The Contractor shall assume the responsibility for ensuring frequent dissemination of this information to all employees dealing with official DOD information.

SECTION 01 11 00 Page 12

PART 2 PRODUCTS

Not Used

3.1 ACCESS REQUIREMENTS

3.1.1 Badge Requirements

Contractors working on base are required to have in their possession a current Defense Biometric Identification System DBIDS)( Badge or valid CAC card. Application for and use of DBIDS badges will be in accordance with 45 SW IDP 31-1, and furnished without charge. The contractor shall complete Section I of the 45 SFS Badge/Visitor Request Form and submit to the CE Security Manager (321-853-9710) for DBIDS badge requests. Anticipate a three-day lead time for Security Forces to process the documents and conduct the required background check, excluding weekends and holidays. NOTE: The day that contractor's badges are sent to the CE Security Manager does NOT count as the first of the three day processing time. When sending 45 SFS Badge/Visitor Request Form through FAX, a DD Form 2923 "Privacy Act Data Cover Sheet" must be used. Please contact CE Security Manager prior to transmittal to insure receipt of transmittal. The Privacy Act applies to all badging request documents.

Two forms of identification are required before any badge will be issued. One form must be from the primary list below:

Primary - State issued Drivers License with a photograph; State issued Identification Card with a photograph; DOD, State, County or City Government ID Card with photograph; US Passport (current or expired); Resident Alien ID Card; Foreign Passport; US Coast Guard Merchant Marine ID Card

Secondary - US Birth Certificate; Certificate of US Citizenship; Certificate of Naturalization;

Unexpired Temporary Resident Card; Voter Registration Card; Native American Tribal Document; US Social Security Card; Certificate of Birth Abroad issued by the Dept of State;

Current photo already in DBIDS or AF Computer Badge System

Upon contract completion the Contractor shall be responsible for retrieval of the badges and return to PAFB Pass and ID within 10 days of the completion date. All security paperwork must be returned to the 45th Security Forces.

Contractor is responsible for satisfying the prerequisites for unescorted entry. Contractor is responsible for providing escort services for their personnel and subcontractors at contractor's expense.

These badging requirements are subject to change.

3.1.2 Construction Site Requirement

The majority of on-site project work at PAFB or CCAFS is within non-restricted areas. Therefore, no restricted area badge requirements are necessary to accomplish the on-site work. However, some on-site project work is located within a restricted area such as the airfield area. Normal access requirements into PAFB or CCAFS must be secured along with specific restricted area requirements in order to access the construction site.

3.1.3 Air Force Restricted Area Requirements (Black & Blue Restricted Unescorted Badge)

Access to construction sites located in restricted areas requires a Black & Blue Restricted Area Unescorted Badge. Contractor is responsible for satisfying the prerequisites for unescorted entry and/or providing escorted entry to a restricted area for all their personnel and subcontractor personnel. Escort services will not be provided by the Government. It is the Contractor's responsibility to determine the minimum number of personnel needed and obtain the required badges

SECTION 01 11 00 Page 13 with escort authority in order to meet the contract requirements. Failure to do so could result in denied access to the construction site, interruption of performance and negatively impact timely contract completion.

Individuals meeting the 45 SWI 31-1 security requirements will be allowed to acquire restricted area badges. If the Contractor has proper clearance in JPAS, the Contractor may complete an AF Form 2586 (signed by the CE Security Manage in signature block #2) and transmit it to the Facility Manager of the restricted area for signature. After obtaining signatures, the individual must make an appointment with Pass & ID (321-853-5261) to obtain a Restricted Area Badge.

In order for Contractor personnel to enter restricted areas, a Restricted Area Badge for the area is required. Those individuals not in possession of a RAB must remain under the surveillance of the escorts at all times while working in the restricted area. Escorts are subject to having their base access privileges revoked if it is found that they are not in visual contact with the employees they are escorting. The required responsibilities and duties of an escort shall be adhered to by all Contractor and subcontractor personnel. 45 SWI 31-1 and Restricted Area Badge Processing Guide outline the requirements and procedures in obtaining a restricted area badge.

Contingent upon the location and nature of the work, a construction site "Free Zone" may be established by the Commander of the restricted area site. If the area is designated as a construction site "Free Zone", only normal access requirements will apply.

3.2 BADGE CONTROL AND ACCOUNTABILITY

The prime Contractor shall be accountable for all badges issued during the performance of this contract. Upon completion or termination of the contract or expiration of the identification badges/passes, the prime Contractor shall ensure that all base identification badges/passes issued to employees and all subcontractor employees are returned to the issuing office. All badges must be returned to PAFB or CCAFS Security Forces Pass & ID before a new badge will be issued.

3.2.1 Safeguarding Badges

Contractor badges issued by Pass and ID remain the property of the Government and shall be protected at all times. Badges must not be left unattended in vehicles on or off base. Misuse or tampering of badges is a criminal offense. Violators will lose their base access privilege and may be subject to prosecution.

3.2.2 Reporting Lost Badges

Lost badges must be reported within 24 hours. Contractor shall submit a letter to the Security Forces, through the Contracting Officer, explaining the details of the circumstances. As a minimum include the name and Social Security Number of the individual and when and where the badge was lost. This letter must be on file at the Security Forces Pass and ID before a new badge will be issued.

3.2.3 Returned Badges

Prior to submitting an invoice for final payment, the prime Contractor shall obtain a clearance certification from the issuing office which states all base identification badges/passes have been turned in, accounted for, or transferred to a follow-on contract. This certification shall be submitted to the Contracting Officer prior to submission of the final invoice for payment.

3.2.4 CCAFS & PAFB VEHICLE INSPECTION

The Oversized Vehicle Search Area is located on State Road 401 near the Pass & ID Badging Station.

Manned Operating hours are scheduled from 0600-1700. For after hours access, call CCAFS Security Forces to co-ordinate entry. PAFB Commercial Vehicle Gate is on A1A approx. 1 mile north of SR 404 (Pineda Causeway). Mandatory inspection is required for all: Commercial Vehicles, Tractor Trailers, Trailers, RVs and Boats. Allow ample time for inspections, especially for the critical delivery period of mixed concrete. The government will not be responsible for rejected batches, caused by Contractor delays. Advance coordination is highly recommended.

SECTION 01 11 00 Page 14

3.3 CCAFS/PAFB DELIVERIES

3.3.1 Non-Hazardous Deliveries

All deliveries of construction material and equipment to job sites (including cement trucks) shall use the CCAFS South Gate for access or PAFB Truck Inspection Gate. To the maximum extent possible, deliveries shall be scheduled between 1000 and 1500 hours to avoid the peak traffic volume times. The driver of each delivery vehicle and their passengers must have the following:

a. A valid photo ID; and

b. A valid bill of lading; and

c. A known delivery point on CCAFS/PAFB; and

d. An on-base or local phone number and POC to vouch for delivery

Only deliveries that can be verified will be allowed to proceed. Special deliveries, deliveries after normal business hours, or deliveries that cannot negotiate through the barricades must be coordinated in advance.

All delivery vehicles shall be inspected by Security Forces personnel prior to being allowed to proceed onto the installation.

3.3.2 Hazardous Deliveries

Deliveries of fuel, large volume of chemicals, or other hazardous materials shall comply with this section.

All hazardous deliveries shall enter through the same gates as non-hazardous delivers and have the information required for non-hazardous deliveries (see subpart entitled "Non-Hazardous Deliveries" of this section). Only deliveries that can be verified will be allowed to proceed. In addition, hazardous deliveries must be scheduled a minimum of 48 hours in advance for escort by Security Forces to and from job site. Contractors shall contact the PAFB Security at 321-494-2000 (CCAFS 321-853-2121) to arrange for hazardous delivery escorts. Deliveries that have not arranged in advance for Security Forces escorts will be turned away and must be re-scheduled.

3.4 RESPONSIBILITIES

The Government reserves the right to revoke badging authority, escort authority and/or base access privileges for any person, at any time and for any reason. Contractor understands that the Government has made every attempt to identify potential delays associated with background checks and badging requirements and that such delays have been considered in the construction schedule.

Delays resulting from the Contractor's failure to follow the badging guidelines above shall not be considered grounds for contract extension or compensation.

3.5 EXCAVATION

3.5.1 Dig/Utility Locate Permit Requirements

Excavation shall be accomplished only after the AF103/Dig permit is received & utility locates accomplished & then with extreme caution to prevent damage to the existing buried utilities in the area.

All open trenches must comply with OSHA regulations. All excavation must be further approved by daily contact with Cape Support (321-853-5211) or Contracting Officier's Representative (COR) at PAFB.

3.5.1.1 Location of Buried Structures and Utility Lines

Accurately locate and stake structures and utility lines indicated by the Government provided Utility Locators on CCAFS or State and Base locators on PAFB. If unidentified underground utilities are encountered during excavation, notify the Contracting Officer and cease operations until they are properly identified.

SECTION 01 11 00 Page 15

3.5.1.2 Excavation, Trenching, and Backfilling

Open only those trenches for which material is ready to be placed. As soon as approved by the Technical Representative, trenches shall be backfilled and tamped as required by the drawings and specifications. As a minimum, the topsoil shall be replaced and the disturbed area shall be grassed by seeding, watered and maintained for a minimum of 60 calendar days. All excavation shall be in compliance with OSHA regulations. Mark or barricade construction work which may present a hazard.

3.5.1.3 Cutting of Roads, Streets, Driveways, and Paved Areas

Repair roads, streets, and paved parking areas which require surface cutting under this project within 10 calendar days after initial cutting. The topping shall be a minimum of 2 inches of asphalt and match existing (concrete topping on asphalt areas is not allowed). Mark, barricade, and illuminate construction work on or near roads or streets which may present a traffic hazard per OSHA 29 CFR 1910.

Contractor shall provide signaling, lighting, and barricades in the construction area conforming to the Manual on Uniform Traffic Control Devices, OSHA 29 CFR 1926.201 and 1926.202. Closures of Streets, parking lots, and other traffic areas will not be permitted unless approved by the Contracting Officer after written request 14 calendar days before the scheduled closure.

3.5.2 Restrictions

All excavation at the work site must be accomplished by hand only. Excavating machinery is prohibited.

3.5.3 Temporary Shoring, Bracing And Supports

All new excavation and trenching work shall be securely and safely supported during installation with temporary, but substantial, shoring, bracing, hangers and other supports as required by OSHA regulations. After new work is completed and completely cured (if required) and all permanent fasteners, anchors and supports are properly installed, the temporary supports shall be removed.

3.5.4 Barricades

Guardrails, fences or other suitable barricades and warning lights shall be placed at all open excavations/trenches which are adjacent to paths, walkways, sidewalks, vehicle parking areas, and other pedestrian or vehicle thoroughfares. Coordinate with 45 CE Environmental prior to placing warning lights.

3.6 WELDER QUALIFICATION REQUIREMENTS

3.6.1 Welding And Brazing

Before assigning any welder/brazer to work in pipe and/or structural fabrication on this project, names shall be provided to the Contracting Officer of all welders/solderers together with written certification that these welders/brazers have passed Qualification Tests as prescribed by AWS D1.1/D1.1M, AWS B2.1/B2.1M, and/or ASME BPVC SEC IX, as applicable. All piping and/or structural welds shall be performed by persons holding current certifications. If testing is required, the test and certification shall be by an independent organization regularly engaged in the testing and certification of welders.

Date of certification for each welder/brazer shall not be over one year prior to date of contract award.

3.7 HOISTING AND LIFTING

3.7.1 Lifting Operation Plan

Contractor shall have a Lifting Operation Plan and procedure that is fully in accordance with the requirements of OSHA regulations, and shall include drawings/sketches of lifting slings, lifting equipment, and tag lines. The plan shall show weights, center of gravity, and clearances of load over

SECTION 01 11 00 Page 16 entire lift. Plans shall have details showing any structural mounting of hoisting equipment on sheaves or structural steel, and shall show loading calculations on any such structural mounting showing forces, weights, turning moments, etc. A procedure shall accompany the drawings describing all lifting operations. Use spreader bars wherever necessary to prevent hoisting cables from contacting equipment/material.

3.8 QUALITY CONTROL

Use only skilled and certified workers, with adequate numbers of which are thoroughly trained and have a minimum of 3 years experience in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for the proper performance of the work in each section of these specifications.

3.8.1 Licenses

Contractor or their subcontractors shall be licensed by the State of Florida or have an equivalent out-of-state license in all areas applicable to this contract. Refrigerant Technicians shall provide the Contracting Officer copies of their EPA approved Technician Certificates. Asbestos Abatement Contractor shall be licensed by the State of Florida.

3.8.2 Quality Control Manager

The Quality Control Manager shall direct the execution of the Contractor's approved Quality Control Plan with exclusive responsibility for administration of the plan and inspections of work. The Quality Control Manager shall be available during normal duty within thirty (30) minutes after notification to meet with the Contracting Officer, or designated representative. The Quality Control Manager shall be a different individual than the project superintendent.

3.8.3 Government Inspection/Approval

When the Contractor considers that the work is acceptable to the Government and is complete, he/she shall inform the Contracting Officer, or designated representative, and the Government Project Manager that the work is complete and ready for inspections. In the event that the work is not acceptable, the Contractor shall record a list of items noted by the Government Project Manager, A subsequent inspection may take place in order to review the corrected items. The Government is not required to inspect all work.

3.8.4 Inspection Files

The Contractor shall be responsible for keeping inspection files for all projects. Files shall include on site records of all inspections conducted by the Contractor and the necessary corrective actions taken.

Daily Reports shall be kept and made available to the Government throughout the contract performance period and for the period after completion until final settlement of any claims made under this contract.

3.9 SUPERINTENDENT

Provide name and qualifications and past experience for review. Designate a competent superintendent who shall have full authority to act for the Contractor and who shall be the primary contact with the Government until acceptance. Contractor's superintendent shall be on the installation at all times when work is taking place and shall have full authority to act for the Contractor.

3.10 CONSTRUCTION SCHEDULING REQUIREMENTS

3.10.1 Contractor Coordination Meetings

Contractor shall attend weekly project meetings, not to exceed 3 hours, scheduled by the Government. Contractor's Superintendent shall attend the scheduled coordination meetings.

SECTION 01 11 00 Page 17

Subcontractor representatives shall attend as required.

Discussion shall address the progress schedule, potential factors of delay, deficiencies, material delivery schedules, submittals, and safety issues.

3.10.2 On-Site Construction Sequence

Perform the required work in a sequence to minimize the time when potable water, air conditioning, panelboards, transformers, power supply, etc. are inoperative or out-of-service. Remove a single item of equipment and/or system, install the new replacement item and/or system, tie in required and/or existing equipment, system and/or utilities, test, and restore the new item of equipment and/or system to fully operational status before removing subsequent equipment and/or system.

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SECTION 01 33 00 Page 1

SECTION TABLE OF CONTENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

1.2 SUBMITTALS

1.3 PREPARATION

1.3.1 Marking

1.3.2 Shop Drawing Format

1.3.3 Project Data Format

1.3.4 Samples

1.4 SUBMISSION REQUIREMENTS

1.4.1 Submittal Register

1.4.2 Use of Submittal Register

1.4.3 Drawing Submittals

1.4.4 Data Submittals

1.4.5 Samples

1.4.6 Contractor Provided Record Drawings

1.5 PROCEDURES FOR SUBMITTALS

1.5.1 Reviewing, Certifying, Approving Authority

1.5.2 Constraints

1.5.3 Identification

1.5.4 Deviations

1.5.5 Resubmittals

1.5.6 Distribution

1.6 CONTRACTOR'S ACTION

1.7 CONSTRUCTION MANAGER'S ACTION

1.8 DESIGN…