June 2011 SXHT 12-1017 - IDIQ Spec 062211.docx

IDIQ – Maintain Roofs Various SXHT 10-1017 IDIQ – Maintain Roofs Various Performed for Patrick Air Force Base

SXHT 12-1017

Technical Specifications June 2011

Cape Design Engineering Co.

191 Center Street – Suite 201, Cape Canaveral, FL 32920

(321)-799-2970 FAX: (321)-799-0375

www.cdeco.com

PROJECT TABLE OF CONTENTS

DIVISION 01 – GENERAL REQUIREMENTS

DIVISION 02 – EXISTING CONDITIONS

DIVISION 03 – CONCRETE

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

DIVISION 04 – MASONRY

04 01 20 MAINTENANCE OF UNIT MASONRY

DIVISION 05 – METALS

DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

DIVISION 08 – OPENINGS

08 61 00 ROOF WINDOWS AND UNIT SKYLIGHTS

DIVISION 09 – FINISHES

09 91 13 EXTERIOR PAINTING

DIVISION 22 – PLUMBING

DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING

23 05 00 GENERAL MECHANICAL REQUIREMENTS

DIVISION 26 – ELECTRICAL

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 13 14 CONCRETE FOR SMALL PROJECTS

-- End of Project Table of Contents -- IDIQ – Maintain Roofs Various SXHT 12-1017

PROJECT TABLE OF CONTENTS Page 2

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 SUMMARY

The Scope of Work to be performed under this project is located at Cape Canaveral Air Force Station (CCAFS), Patrick Air Force Base (PAFB) and various facilities operated by the 45th Space Wing in other parts of Brevard County and Martin County, Florida. CCAFS is located at the end of State Road 401, north of Port Canaveral. PAFB is located approximately three miles south of Cocoa Beach on State Road A1A.

The work to be performed under this project consists of providing all the labor, equipment and materials necessary to refurbish, repair and/or replace roofing systems on various facilities maintained and operated by the 45th Space Wing and CES/CELS. The primary scope of work to be accomplished under this contract is located at CCAFS and 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 with Appendix 'A' Typical Roofing Details provided by Gale Associates Inc. and Appendix 'B' Roofing Systems Information Card and Placard.

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 and organic.

Built-Up Roof Membrane (BUR):

Asphalt, Coal Tar Pitch and Modified Bitumen.

Metal Roof Panel:

Standing seam, corrugated, structural and non-structural Single-Ply Membrane:

EPDM, PVC, TPO and PIB.

1.3.2 Structural

Selected facilities may require structural roof deck and framing repairs 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.

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 and exhaust systems.

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 and framing upgrades for installation roof-top fall protection systems, roof access ladders and stair addition and/or refurbishment/repairs, mechanical equipment and observation platform repairs.

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)

ASME INTERNATIONAL (ASME)

ASME BPVC SEC IX (2007, Addenda 2008) Boiler and Pressure Vessel Code; Section IX, Welding and Brazing Qualifications

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 241 (2009) Standard for Safeguarding Construction, Alteration, and Demolition Operations

U.S. AIR FORCE (USAF) - 45TH SPACE WING (SWI)

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

45TH SPACE WING (SWI)

45 SWI 31-101 CCAFS Physical Security Program

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

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 Site-specific Health and Safety 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 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:

Investigation reports Daily checklist 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.

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 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.

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 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.

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 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

Remove non-salvageable material and debris from work areas and dispose of daily. The Contractor may use Cape Canaveral Air Force Station (CCAFS) landfill for disposal of CCAFS and PAFB C&D debris in accordance with Florida Department of Environmental Protection (FDEP) permits.

Deposit asbestos waste at the CCAFS asbestos mono-fill unless otherwise directed by the Contracting Officer.

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.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.1 CCAFS ACCESS REQUIREMENTS

3.1.1 Badge Requirements

Employees working at CCAFS are required to have in their possession a current Cape Badge. Badges must be displayed above the waist in a visible location at all times. These badges are described below and can be obtained at the CCAFS Pass and ID office (Building 1068) after the required information/identified in the following paragraphs is submitted. Two forms of identification are required before any badge will be issued and 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 PASS or AF Computer Badge System Upon contract completion the Contractor is responsible for retrieval of the badges and return to CCAFS Pass and ID within 10 days of the completion date. All security paperwork must be returned to the 45 CES/CELL Security Manager.

When Contractor is mentioned within this document, this includes any and all Subcontractors.

The Contractor is responsible for satisfying the prerequisites for unescorted entry. The Contractor is responsible for providing escort services for their personnel and subcontractors.

These badging requirements are subject to change.

3.1.1.1 Citizenship

If an employee is not a United States Citizen, 30 days notice must be given to the 45 CES/CELL Security Manager in order to obtain a CCAFS Badge. A Foreign Visit Request Form will be sent to 45th Space Wing Joint Plans and Customer Service, PAFB, for approval. Upon approval, a CCAFS Green Badge (Foreign National Badge) will be issued by PASS & ID. This CCAFS green badge requires continuous escort while on CCAFS and KSC. A US Government permanent or temporary green resident identification card must be presented to Pass & ID to obtain the CCAFS green badge.

Citizenship for all employees requesting a CCAFS entry badge must be verified by birth certificate, passport, voter registration card, resident alien card, or certificate of naturalization (Social Security cards and Driver's licenses will not be accepted as proof of citizenship). Proof of US citizenship must be verified before a badge is requested. A copy of one of these documents must be faxed to the 45 CES/CELL Security Manager at 321-853-6255 with the badging request form.

3.1.2 General Cape Entry Requirement (White Unescorted Badge) In accordance with CCAFS badging requirements, the Contractor requesting a White Badge for unescorted entry to general areas of CCAFS must have a local, county and statewide background investigation and submit proof of US citizenship as stated in paragraph entitled "Citizenship" of this section. The Brevard County Clerk of Courts or Clerk of Courts from the county of residence will provide this investigation (some counties may charge a nominal fee). This investigation must be on official letterhead and be signed by a county/state representative. All investigations are reviewed and a White Unescorted Badges are issued at the discretion of the 45 CES/CELL Security Manager.

The Contractor must contact the 45 CES Badging Authority at 321-853-9710 to request the proper forms for unescorted entry authorization.

3.1.3 Temporary Cape Entry Requirement (Pink Badge - Escort Required) For temporary entry onto CCAFS, a temporary Cape Entry Badge and escort are required. Submit a badge request at least 24 hours in advance and include the following information:

a. Full Legal Name(s) (In Alphabetical Order- Last, First MI, as it appears on Drivers License).

b. Citizenship with proof of US citizenship (if not USA, see paragraph entitled Citizenship of this section)

c. Social Security Number of the Designated Individual(s)

d. Contract Number/Project Title

e. Location of the Work to be Performed

f. Time of Required Badging (Start Date and Expiration Date)

g. Name, Address and Phone Number of Prime Contractor

h. Name, Address and Phone Number of Subcontractor The Contractor is responsible for satisfying the prerequisites for unescorted entry. The Contractor is responsible for providing escort services for their personnel and subcontractors.

3.1.4 Construction Site Requirement

The majority of on-site project work at 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. Normal access requirements into CCAFS must be secured along with specific restricted area requirements in order to access the construction site.

3.1.5 Air Force Restricted Area Requirements (Black & Yellow Restricted Unescorted Badge) Access to construction sites located in restricted areas requires a Black & Yellow Restricted Area Unescorted Badge. The 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 are not provided by the Government. It is the Contractor's responsibility to determine the minimum number of personnel needed and obtain the required badges 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 31-101 security requirements will be allowed to acquire restricted area badges. This document is the 45th Space Wing Instructions that establishes USAF restricted areas and defines normal security operations for operational space launch resources located on CCAFS.

An investigation is required before a restricted area badge can be issued for entry into CCAFS restricted areas. The individual requiring a restricted area badge (subject) must contact the 45th CES Badging Authority. The Badging Authority will input the subject's initial information into the Joint Personnel Adjudication System (JPAS) and issue instructions for access to the Electronic Questionnaire for Investigation Processing (e-QIP) system. The e-QIP system is a web-based system that can be accessed from anywhere there is internet access. Since e-QIP is a web-based system, it is important that the internet browser be properly configured (instructions will be issued).

The subject must begin completing the questionnaire within 30 days from the time the Badging Authority initiates the process in JPAS and must complete the form within 90 days of the initiation start date.

After completion, the subject must validate, review and certify their questionnaire. Print three (3) copies (file, Badging Authority and subject), print out three (3) releases and sign (make sure to use system generated releases), provide a copy of birth certificate and completed fingerprint card. Call 45 CES/CEL at 321-853-9710 for detailed instructions.

If an individual has previously had a NASA badge, contact the NASA Security Officer and have the records transferred to CES (Fax 321-853-6255). Call for specific instructions.

In order for Contractor personnel to enter restricted areas, a Restricted Area Badge for the area is required. Those individuals in possession of a White or Pink Badge 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 31-101 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 to CCAFS will apply.

3.2 PAFB CONTRACTOR EMPLOYEE IDENTIFICATION AND BADGING

The place of performance for work is Patrick Air Force Base, Florida. The Contractor and his employees must comply with all the security and law enforcement requirements imposed by the respective local installation Commander at all times. The purpose of these procedures is to establish clear guidance for granting Contractor employee's access to Patrick AFB, Florida. These procedures are for Patrick AFB, Florida and may be changed by the Government as needed or as the required level of security changes.

3.3 BADGE CONTROL AND ACCOUNTABILITY

The prime Contractor is 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 must 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 CCAFS Security Forces or PAFB 45 Security Forces Pass and ID before a new badge will be issued.

Prior to submitting an invoice for final payment, the prime Contractor must 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. Submit this certification to the Contracting Officer prior to submission of the final invoice for payment.

3.3.1 Safeguarding Badges

Contractor badges issued by Pass and ID remain the property of the Government and must 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 are subject to prosecution.

3.3.2 Reporting Lost Badges

Lost badges must be reported within 24 hours. 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.

3.4 PAFB VEHICLE INSPECTION

The Oversized Vehicle Search Area is located on State Road A1A approximately 1 mile north of Pineda Causeway. Operating hours are scheduled from 0600-1700. Afterhours access shall be through the South Gate. Mandatory inspection is required for all: Commercial Vehicles, Tractor Trailers, Trailers, RVs and Boats. All other passenger vehicles will be turned away from this gate and are required to enter at either the Main Gate or South Gate.

3.5 CCAFS AND PAFB DELIVERIES

3.5.1 Non-Hazardous Deliveries

All deliveries of construction material and equipment to job sites (including cement trucks) must use the CCAFS South Gate for access. To the maximum extent possible, deliveries must 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: PAFB Oversized Vehicle Search Area (located on State Road A1A approximately 1 mile north of Pineda Causeway) for access. The operating hours for the Oversized Vehicle Search Area are 0600-1700. After hours access shall be through the South Gate. 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 or 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 are inspected by Security Forces personnel prior to being allowed to proceed onto the installation.

3.5.2 Hazardous Deliveries

Deliveries of fuel, large volume of chemicals, or other hazardous materials must comply with this section. All hazardous deliveries must 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 CCAFS Security at 321-853-2121 or PAFB Security Forces at 321-494-2000 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.

3.6 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. The 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.

3.7 EXCAVATION

3.7.1 Dig/Utility Locate Permit Requirements

All excavation work requires a Dig/Utility Locate Permit. This permit is acquired by the Contracting Officer with a dig permit request form. The Contractor shall request the dig/utility locate permit at least fourteen (14) days prior to excavation.

Perform excavation only after the permit is received and then with extreme caution to prevent damage to the existing buried utilities in the area. All open trenches must be adequately barricaded. Operational yellow flashing lights shall be placed a minimum of every twenty (20) feet along open trenches as warnings during night time hours. All excavation must be further approved by daily contact with Cape Support (321-853-5211).

3.7.1.1 Location of Buried Structures and Utility Lines

Accurately locate and stake structures and utility lines indicated by the Government provided Utility Locators on CCAFS and PAFB. Provide a drawing indicating the full extent of digging/excavation (width, depth, and length of trench or hole) and attach to the AF Form 103. If unidentified underground utilities are encountered during excavation, notify the Contracting Officer and cease operations until they are properly identified.

3.7.1.2 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 must be replaced and the disturbed area must be grassed by seeding, watered and maintained for a minimum of two feet from the edge of the excavation. Mark or barricade construction work which may present a hazard.

3.7.2 Restrictions

All excavation at the work site within ten (10) feet of located underground utilities must be accomplished by hand only.

3.7.3 Barricades

Guardrails, fences or other suitable barricades and warning lights must be placed at all open excavations/trenches which are adjacent to paths, walkways, sidewalks, vehicle parking areas, and other pedestrian or vehicle thoroughfares.

3.8 WELDER QUALIFICATION REQUIREMENTS

3.8.1 Welding And Brazing

Before assigning any welder/brazer to work in pipe and/or structural fabrication on this project, provide names 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, and/or ASME BPVC SEC IX, as applicable. Perform all piping and/or structural welds by persons holding current certifications. If testing is required, the test and certification must be by an independent organization regularly engaged in the testing and certification of welders. Date of certification for each welder/brazer must not be over one year prior to date of contract award.

3.9 HOISTING AND LIFTING

3.9.1 Lifting Operation Plan

Contractor must have a Lifting Operation Plan and procedure that is fully in accordance with the requirements of COE EM-385-1-1 and OSHA regulations, and must include drawings/sketches of lifting slings, lifting equipment, and tag lines. The plan must show weights, center of gravity, and clearances of load over entire lift. Plans must have details showing any structural mounting of hoisting equipment on sheaves or structural steel, and 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.

3.10 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.

3.10.1 Licenses

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

3.11 SUPERINTENDENT

Provide name, qualifications and past experience for review. Designate a competent superintendent who must have full authority to act for the Contractor and be the primary contact with the Government until final acceptance of project completion.

3.12 CONSTRUCTION SCHEDULING REQUIREMENTS

3.12.1 Contractor Coordination Meetings

Contractor must attend weekly project meetings, not to exceed 3 hours, scheduled by the Government. Contractor's Superintendent must attend the scheduled coordination meetings. Subcontractor representatives must attend as required.

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

3.12.2 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.

-- End of Section -- IDIQ – Maintain Roofs Various SXHT 12-1017

SECTION 01 11 00 Page 9

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

Requirements of this Section apply to, and are a component part of, each section of the specifications.

1.2 SUBMITTALS

Five (5) copies of submittal information for all listed items must be submitted on AF Form 3000. Material submittals must be submitted as a complete package for each specification section, ready for the Contracting Officer and/or Project Architect/Engineer's approval.

Submittal Description (SD): Drawings, diagrams, layouts, schematics, descriptive literature, illustrations, schedules, performance and test data, and similar materials to be furnished by the Contractor explaining in detail specific portions of the work required by the contract.

The following items are descriptions of data to be submitted for the project. The requirements to actually furnish the applicable items will be called out in each specification, division and/or section.

SD-01 Preconstruction Submittals

The following submittals are required prior to a notice to proceed on a new contract or prior to the start of the next major construction on a multi-phase contract: Schedules or tabular list of data including location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work.

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 which aides the Contractor and/or Subcontractor with integrating the products or systems into the project.

Drawings prepared by or for the Contractor and/or Subcontractor to show the relationship of various components of the work, schematic diagrams of systems, detail of fabrications, layout of particular elements, connections, and other relational aspects of the work.

SD-03 Product Data

Data composed of catalog cuts, brochures, circulars, specifications and product data, and printed information in sufficient detail and scope to verify compliance with requirements of the contract documents.

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

SD-04 Samples

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 ensuring work can be judged. Includes assemblies or portions of assemblies, which are to be incorporated into the project and those which will be removed at conclusion of the work.

SD-05 Design Data

Design calculations, mix design analyses, or other data, written in nature, and pertaining to a part of the work.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. Testing must have been within three (3) years of date of contract award for the project.

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

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