Attachment_01._SOW_and_Specs_-_IDIQ.pdf

UHHZ160120 STATEMENT OF WORK – 01005

STATEMENT OF WORK

BASEWIDE ROOFING IDIQ CONTRACT – ROBINS AFB

1. GENERAL

1.1 Bid Proposals – Construction Specification Institute (CSI) format shall be used for the purpose of this IDIQ contract. Required divisions at a minimum include engineering, materials, labor (prime and subcontractor), equipment, bond, G&A, overhead, profit. Contractor bid proposals should include accurate applicable line items, quantities, unit price, total price, and a written, flowable work plan authored in sequence that includes all elements (e.g. materials and labor) required to install a complete roofing system. It must meet all requirements listed in the Statement of Work (SOW) and contract specifications. All Task Orders (TO) shall be supported by necessary documentation to indicate that adequate engineering and planning to accomplish the requirements specified in the TO SOW and contract specifications. Examples of acceptable documentation include: drawings, calculations, catalog cut sheets, specifications, or architectural renderings.TO proposals will be evaluated on all submitted documentation. Proposal line items, quantities, documentation, contract specifications, and the TO SOW will become a part of the TO requirements upon award of each TO. All offered betterments will become part of the task order requirements. A "Betterment" is defined as any component, system or quantities that exceed the minimum requirements stated in the SOW. This includes all warranties that traditionally accompany an identified betterment. Evaluation of all work plan elements is on a go/no-go basis. The

Government reserves the right to award without discussions.

1.2 Roofing Requirements – Roofing, roof accessories and roofing design shall meet the requirements of UFC 3-110-03. Design shall meet the requirements of UFC 3-200-01, IBC 2015

(International Building Code) and ASCE 7 (2010 Edition). Use Exposure Category C per ASCE

7 for the roof design requirements for all buildings.

1.3 Base Facility Standards – The current Robins AFB Base Facility Standards (BFS) at the time of the TO shall be used. The BFS can be found on the Robins public website at http://newpreview.afnews.af.mil/robins/library/generalinformation.asp.

1.4 Federal Requirement Links

1.3.1 Unified Facility Guide Specifications (UFGS) –

http://www.wbdg.org/ccb/browse_cat.php?c=3

1.3.2 Unified Facilities Criteria (UFC) – http://www.wbdg.org/ccb/browse_cat.php?o=29&c=4

1.5 Allowable Roof Types – Acceptable roof types will be Standing Seam Metal and PVC.

Modified Bitumen roofing may be allowed if specifically stated within the individual TO. If

Modified Bitumen roofing is allowed, it shall be hot mopped SBS polymer (torch applied is not allowed due to higher hazard and potential of combustible decks/blocking). Unless stated within the TO SOW otherwise, all roofing systems must be certified and labeled according to the Cool

Roof Rating Council (CRRC).

1.6 Roof Accessories

http://www.wbdg.org/ccb/browse_cat.php?c=3 http://www.wbdg.org/ccb/browse_cat.php?o=29&c=4 1285942272C Typewritten Text 15 March 2017

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1.6.1 General: All roof accessory components and component installation requirements shall be compatible with and acceptable by the roofing manufacturer for the issuance of the required warranties.

1.6.2 Fall Protection: All reroofing projects shall incorporate certified fall protection systems as required by OSHA unless noted otherwise in the TO. The system shall be certified for use by the contractor and left in place for Govt. use after the project is complete (certification shall extend to Govt. use). These include perimeter systems for each applicable roof section and roof access penetrations (i.e. access hatches). Repair projects shall define the extent for installing fall protection systems within the individual TO SOW.

1.6.3 Lightning Protection: All reroofing projects shall incorporate new Franklin type lightning protection systems unless exempted within the individual TO SOW. Repair projects shall define the extent for installing fall protection systems within the individual TO SOW. All systems removed and reinstalled must have a continuity test performed and a copy of the results provided to Civil Engineering.

1.6.4 Roof Drainage System: All reroofing projects shall incorporate modifications and/or complete replacement of roof drainage system to meet the roof drainage requirements.

Underground storm water systems and retention/quality systems may also be required based on individual TO SOW.

1.6.5 Other Accessories: Provide roof accessories as required within individual TO SOWs.

1.7 Design Analysis: Provide a Design Analysis for all reroofing projects and where required within the TO SOW for repair projects. Design Analysis Engineer shall be present at initial site visit.

1.8 Quality Control

1.8.1 Superintendent/Project Manager: Provide superintendent as required by FAR.

Superintendent/Project Manager shall not have a workload greater than 3 projects to adequately provide supervision for each TO.

1.8.2 Foreman/Superintendent: Contractor shall employ a job foreman/Superintendent for each active TO who is a certified installer of a qualified manufacturer for each of the following roof systems: Standing Seam Metal Roofs, PVC Roofs and Modified Bitumen Roofs. The

Foreman/Superintendent is required on-site at all times when site work is being accomplished. When roof work is being accomplished, the Foreman/Superintendent must be on the roof 100% of the time.

1.9 Safety: Perform all work activities in a safe manner in conformance with current OSHA, AFOSH and USACE requirements (EM 385, Latest edition). All workers shall wear fluorescent reflective vests or shirts with the general contractor’s name at all times.

1.10 Liquidated Damages: Damages will be assessed per the FAR in accordance with attached Form 820.

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1.11 Contractor must be capable of supporting the GOV with a site visit within 4 hours of a phone call in an emergency situation.

1.12 Contractor must be capable of supporting the GOV with a site visit within 24 hours of a phone call in an urgent situation.

2. DESIGN ANALYSIS

2.1 General: Contractor must provide a Professional Engineer or Registered Architect, registered in the State of Georgia who derives the majority of their income from roof design work to perform and seal all required Design Analysis and drawings.

2.2 Fall Protection Systems: All projects requiring fall protection systems will require a professional structural engineer (PE) registered in the State of Georgia to analyze the existing structure and design the required fall protection systems. A professional structural engineer registered in the

State of Georgia will also be required for the design of the sub-framing for re-slope applications.

2.3 Lightning Protection Systems: All projects requiring a lightning protection system shall be designed and installed by a lightning protection installer certified in the State of Georgia.

2.4 Elements

2.4.1 Substrate Analysis

2.4.1.1 Work involving existing Low Slope Membrane Roofs: Provide a detailed analysis of the existing roof deck and roof insulation. The requirement will also include TOs involving the over laying or retrofitting of the roof with the same or different type of roofing. The analysis shall include a test cut and core sampling of the existing roof system and will determine the composition of the existing roofing system, nondestructive moisture testing and the presence of asbestos containing materials.

The contractor will be responsible for repairing the test areas to a weather-tight condition immediately after the samples are taken.

2.4.1.2 Existing Metal Roofing: Provide sufficient testing on panel coatings to determine the presence of asbestos and lead based paint.

2.4.1.3 All testing (including the resulting reports and recommendations) shall be performed by an independent testing laboratory and included as a part of this TO.

2.4.2 Structural Analysis

2.4.2.1 General: Structural systems shall conform to the requirements of UFC3-301-01

Structural Engineering and UFC 3-310-4 Seismic Design for Buildings.

2.4.2.2 Analysis: Provide a detailed analysis of the existing roof and deck structure.

Analysis shall take into consideration the existing structural configuration and integrity (live, dead and collateral loads), existing roofing weight (for comparison to

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new roofing), existing / future anticipated equipment (as defined within the TO) and load transfer (i.e. in re-sloping projects) with respect to meeting the requirements of the current building codes and UFCs.

2.4.3 Roof Configuration Analysis

2.4.3.1 Rooftop Units: Analysis shall consider rooftop mounted equipment and ductwork and their impact on the roofing to be installed. Verify that sufficient clearances are provided to allow access for maintenance and future reroofing requirements.

Provide information on types of flashing, equipment mounting and roof curbs required.

2.4.3.2 Expansion Joints: Analysis shall consider expansion joint configuration to compensate for building expansion joints, differential movement of various roof structural/substrate components and movement limitations for roof areas (i.e. area separators).

2.4.4 Lightning Protection Analysis

2.4.4.1 General: Provide an analysis of the existing lightning protection system. Include test for continuity thru existing grounding system and a measurement of resistance to earth. Analysis shall determine whether existing grounding system is sufficient for the new lightning protection system.

2.4.5 Roof Drainage Analysis

2.4.5.1 General: Provide an analysis of the existing roof drainage system and new required drainage. Analysis shall show runoff calculations and the required sizes for drainage elements. Include in the analysis site storm drainage where indicated within the individual TO.

2.4.6 Engineering: All engineering shall be performed and sealed by an engineer (PE) registered within the state of Georgia. Include all narratives, calculations and test results within the

DA.

2.5 Submittal: The DA shall be submitted and approved by the Govt. prior to the ordering of any materials or the start of any construction activities. The DA shall include a narrative of the existing roof condition, integration of the new roof system, structural analysis (including all calculations), lightning protection analysis and roof drainage system analysis (including existing and new site drainage changes). Structural, substrate and roof and site drainage deficiencies identified during the DA and not included within the SOW for the TO will be negotiated through the Contracting Officer.

Submit four (4) hardcopies and one (1) CD of the submittal for approval (including any subsequent submittals).

3. SPECIFIC ROOF CRITERIA

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3.1 Metal Roofs

3.1.1 Manufacturer: Shall be accredited by the International Accreditation Service Inspection

(IAS) Programs for the Manufacturers of Metal Building Systems, AC472. Provide copy of the current accreditation.

3.1.2 Requirements: Comply with additional requirements of UFGS Section 07 41 13. Where reroofing involves structural modifications as in a retrofit/re-sloping application, also comply with structural requirements of Specification Section 13 34 19 Metal Building

Systems. Provide testing, including vacuum testing of fasteners, as required to ensure a weather-tight system.

Refer to the individual TO to determine whether retrofit systems will be allowed for that particular project.

3.1.3 Configuration:

3.1.3.1 New Industrial and Simple Commercial Roofs (no valleys): 3” minimum height trapezoidal mechanically seamed standing seam roof panels, 360° seam (90°/180° seams not allowed). Maximum width – 24”. Panels shall have intermediate low profile ribs, flat pans not allowed. Panels shall be structural not requiring a substrate.

3.1.3.2 New Commercial Architectural Roofs (may contain valleys) – 2” minimum height vertical leg mechanically seamed standing seam roof panels, 360° seam (90°/180° seams not allowed). Maximum width – 16”. Panels shall have intermediate low profile ribs, flat pans not allowed. Panels shall be structural not requiring a substrate.

3.1.3.3 Roof Repair Projects – Profile shall be defined in each TO as either new (with the appropriate transition between roof profile types), matching existing or a special profile (also with the appropriate transition).

3.1.4 Minimum Roof Panel Thickness: Minimum bare metal thickness of 24 gauge

3.1.5 Finish:

3.1.5.1 New Roofs – Kynar 500 or Hylar 5000 polyvinylidene fluoride (PVDF) meeting the required finish warranty requirements.

3.1.5.2 Roof Repair Projects – Where practical, use same finish as new roofs with a new roof finish warranty. Refer to each TO for specifics on finish.

3.1.6 Manufacturer’s Warranty

3.1.6.1 New Roof Projects – Shall be a 20 year single source NDL (no dollar limit) material and labor warranty. Warranty shall cover weather-tightness, roof design wind speeds as per Design Analysis requirements, and finish of the roofing and flashing

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components. Prior to acceptance, the manufacturer shall perform the necessary roof inspections required to determine that installation is per the manufacturer’s instructions and issue a letter to that effect. COR shall be notified 10 days in advance of the manufacturer’s inspection and be present during inspection. Roof will not be accepted without this letter.

3.1.6.2 Roof Repair Projects – Shall be a 20 year material finish warranty covering all roof and wall panels and exposed trim.

3.1.7 Installer’s Warranty

3.1.7.1 General – Installer shall provide normal, one (1) year material and labor warranty for all TOs as customary in FAR Clause 52.246-21 -- Warranty of Construction in prudently providing satisfactory material and worksmanship (FAR Clause 52.236-5 -- Material and

Workmanship).

3.2 Membrane Roofs

3.2.1 General: PVC single ply membrane roofs shall be mechanically fastened. Ballasted systems will not be allowed. Fully adhered systems may only be allowed where specified within individual TOs. Provide breather vents extending to the roof deck and installed as per the PVC manufacturer recommendations. Where fully adhered PVC systems are allowed, existing roofing system shall be removed to the substrate (see individual TO for mechanically fastened systems).

3.2.2 Thickness: PVC single ply membranes shall have a minimum thickness of 60 mils. Where direct adhered membranes are allowed, felt thickness shall not be counted as a part of the required membrane thickness.

3.2.3 Manufacturer’s Warranty

3.2.3.1 New Roof Projects – Shall be a 20 year single source NDL (no dollar limit) material and labor warranty. Warranty shall cover weather-tightness. Prior to acceptance, the manufacturer shall perform the necessary roof inspections required to determine that installation is per the manufacturer’s instructions and issue a letter to that effect. COR shall be notified 10 days in advance of manufacturer’s inspection and be present during inspection. Roof will not be accepted without this letter.

3.2.4 Installer’s Warranty

3.2.4.1 General - Installer shall provide normal, one (1) year material and labor warranty for all TOs as customary in FAR Clause 52.246-21 -- Warranty of Construction; in prudently providing satisfactory material and worksmanship (FAR Clause 52.236-5 -- Material and

Workmanship).

3.3 Metal Wall Panels

3.3.1 Metal wall panels shall have a minimum bare metal thickness of 26 ga.

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3.3.2 Wall panel profile shall have primary ribs spaced at 12” o.c., trapezoidal in shape. Ribs shall have a minimum depth of 1 ¼”.

3.3.3 Metal wall panel finish shall have a color finish, Kynar 500 or Hylar 5000 polyvinylidene fluoride (PVDF) with a 20 year finish warranty.

3.3.4 Comply with additional requirements of UFGS Section 07 42 13 Metal Wall Panels.

3.4 Flashings

3.4.1 General: Flashings (including copings) shall have a minimum bare metal thickness of

24ga. Provide all components as required for a weather tight roof system in conformance with the manufacturer’s requirements.

3.4.2 Finish: Provide factory applied painted finish to all components. Where components are exposed to view, finish shall be a color finish, Kynar 500 or Hylar 5000 polyvinylidene fluoride (PVDF) with a 20 year finish warranty. Refer to individual TO for exemptions.

3.5 Roofing Specialties

3.5.1 Building Expansion Joint Covers: Assemblies shall meet the following requirements:

3.5.1.1 Sheet metal slip type expansion joints are preferred. Alternate expansion joint covers for PVC roofs only will be considered (requires prior Govt. approval) if recommended by roofing manufacturer. Joints shall comply with the roofing manufacturer’s details where applicable. Where no preference is given for the configuration, use the requirements of the NRCA Roofing and Waterproofing

Manual, latest edition.

3.5.1.2 Differential movement joints consisting of extending the roof membrane over a round foam backer will not be allowed for building expansion joint covers.

3.5.2 Roof Curbs: All new roof curbs shall be prefabricated assemblies with fully welded seams.

Configuration and attachments to the roof shall meet the requirements of the roofing manufacturer for warranty requirements. The curbs shall be factory painted to match the roof.

4. MATERIAL AND SYSTEMS SUBMITTALS

4.1 General: Provide four (4) copies of material and system submittals in accordance with Section

01300.

4.2 Warranty Signage: Provide and install a sign with the following information:

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Warranty Signage Example

SIZE TO BE 8 ½” HIGH X 11” WIDE. SIGN TO BE ¼” REYNOBOND MATERIAL WITH VINYL

BACKGROUND (FEDERAL STANDARD (FED-STD) 595B COLOR, STANDARD BROWN –

10100) AND VINYL LETTERING (FED-STD 595A COLOR, WHITE - #17875). LETTERING TO

BE BLOCK STYLE, WITH ARIAL FONT.

5. INSPECTIONS

5.1 Manufacturers Inspections: Notify Contracting Officer and COR in writing 10 days in advance of inspection requested date.

5.2 Pre-final Inspection: Notify Contracting Officer and COR in writing 10 days in advance of inspection requested date.

5.3 Final Inspection: Notify Contracting Officer and COR in writing 5 days in advance of inspection requested date.

6. CLOSEOUT DOCUMENTS

6.1 General: Provide three (4) CDs of all required closeout documents. Provide four (4) hardcopies of all forms requiring signatures. Information must be approved by Govt. prior to closeout. All copies to be retained by the Government. CD shall include inspection reports, warranty, CADD drawings, and PDF drawings.

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6.2 As-Builts: Provide CD of As-built drawings of the installed roofing system. Drawings shall show cross sections for each differing condition referenced to a roof plan for locations. Format shall be in CADD (AutoCAD 2010) and PDF formats.

6.3 Certifications: Provide certifications for the following items: Lead-based Paint Certification, Asbestos Containing Material Certification, AFMC 299 Fire, Safety and Health Review, AF

2519 Welding and Safety Checklist, Fall Protection Certification for OSHA compliance.

Provide in hardcopy format and in PDF format.

6.4 Warranties: Provide all required warranties in hardcopy format and in PDF format.

7. EMERGENCY / URGENT RESPONSE REQUIREMENTS

7.1 Emergency Response Time Requirements: Contractor must be capable of supporting the GOV with a site visit by a qualified roof technician within 4 hours of a phone call in an emergency situation. Reference to an emergency situation may involve any roof on Robins AFB and will be identified as emergency by CE during the initial call.

7.2 Urgent Response Time Requirements: Contractor must be capable of supporting the GOV with a site visit by a qualified roof technician within 24 hours of a phone call in an urgent situation.

Reference to an urgent situation may involve any roof on Robins AFB and will be identified as urgent by CE during the initial call

8. ROBINS AFB DIVISION 1 SPECIFICATIONS

Below is a list of the applicable Robins AFB Division 1 specification sections to be used on all projects.

These are provided as a part of this contract on CD and will be updated as base policies and procedures change.

Issue Date

Section Description (at Contract)

01040 Site Requirements

01300 Submittals and Contractor-Furnished Items

01310 CADD As-Built Drawings

01501 Temporary Services - Contractor

01502 Temporary Services – Government

01540 Green Procurement (w/Atch 2, 3 & 7)

01560 Environmental Requirements

01567 Asbestos Abatement (Non-Friable)

01568 Asbestos Abatement (Friable)

01572 Construction and Demolition Waste Management

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01580 Safety Requirements

01600 Product Requirements

01650 Phasing

01700 Execution Requirements

01730 Operations and Maintenance Data

02065 Lead-Based Paint In-Place Management and Abatement

133419 Pre-Engineered Metal Buildings

16670 Lightning Protection System

-- Appendix C

9. UFGS SPECIFICATIONS LIST

Below is a list of the applicable Unified Facility Guide Specification sections as of the date of the contract. It is the responsibility of the contractor to review this list and incorporate updated specification sections in effect at the TO date.

Issue Date

Section Description (at Contract) PDF | ZIP

UFGS 03 52 00 Lightweight Concrete Roof Insulation 08-2011 41 KB | 7 KB

UFGS 03 52 16 Lightweight Insulation Concrete 04-2008 35 KB | 6 KB

UFGS 05 05 23.13 10 Ultrasonic Inspection of Weldments 11-2008 71 KB | 17 KB

UFGS 05 05 23 Welding, Structural 11-2008 52 KB | 10 KB

UFGS 05 12 00 Structural Steel 11-2011 81 KB | 18 KB

UFGS 05 21 13 Deep Longspan Steel Joist Framing 08-2009 32 KB | 5 KB

UFGS 05 21 16 Longspan Steel Joist Framing 08-2009 32 KB | 5 KB

UFGS 05 21 19 Open Web Steel Joist Framing 07-2007 30 KB | 4 KB

UFGS 05 21 23 Steel Joist Girder Framing 07-2007 30 KB | 4 KB

UFGS 05 30 00 Steel Decks 11-2011 85 KB | 19 KB

UFGS 05 40 00 Cold-Formed Metal Framing 05-2010 47 KB | 9 KB

UFGS 05 50 13 Miscellaneous Metal Fabrications 05-2010 73 KB | 17 KB

UFGS 05 50 14 Structural Metal Fabrications 11-2008 87 KB | 22 KB

UFGS 05 51 00 Metal Stairs 02-2012 56 KB | 11 KB

UFGS 05 51 33 Metal Ladders 05-2010 38 KB | 7 KB

UFGS 05 52 00 Metal Railings 02-2011 53 KB | 11 KB http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2003%2052%2000.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2003%2052%2000.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2003%2052%2016.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2003%2052%2016.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2005%2005%2023.13%2010.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2005%2005%2023.13%2010.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2005%2005%2023.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2005%2005%2023.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2005%2012%2000.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2005%2012%2000.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2005%2021%2013.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2005%2021%2013.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2005%2021%2016.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2005%2021%2016.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2005%2021%2019.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2005%2021%2019.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2005%2021%2023.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2005%2021%2023.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2005%2030%2000.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2005%2030%2000.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2005%2040%2000.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2005%2040%2000.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2005%2050%2013.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2005%2050%2013.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2005%2050%2014.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2005%2050%2014.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2005%2051%2000.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2005%2051%2000.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2005%2051%2033.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2005%2051%2033.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2005%2052%2000.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2005%2052%2000.zip

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UFGS 06 10 00 Rough Carpentry 02-2012 150 KB | 36 KB

UFGS 07 11 13 Bituminous Dampproofing 08-2011 35 KB | 6 KB

UFGS 07 12 00 Built-Up Bituminous Waterproofing 04-2006 49 KB | 10 KB

UFGS 07 13 53 Elastomeric Sheet Waterproofing 04-2006 46 KB | 9 KB

UFGS 07 14 00 Fluid-Applied Waterproofing 02-2012 48 KB | 10 KB

UFGS 07 19 00 Water Repellents 05-2011 50 KB | 10 KB

UFGS 07 21 13 Board and Block Insulation 05-2011 67 KB | 12 KB

UFGS 07 21 16 Mineral Fiber Blanket Insulation 11-2011 44 KB | 9 KB

UFGS 07 21 23 Loose Fill Thermal Insulation 05-2011 43 KB | 9 KB

UFGS 07 22 00 Roof and Deck Insulation 08-2011 86 KB | 20 KB

UFGS 07 24 00 Exterior Insulation and Finish Systems 05-2011 79 KB | 19 KB

UFGS 07 27 00.45 10 Building Air Barrier System 05-2012 40 KB | 8 KB

UFGS 07 31 13 Asphalt Shingles 11-2011 58 KB | 12 KB

UFGS 07 31 26 Slate Roofing 08-2009 43 KB | 9 KB

UFGS 07 32 13 Roof Tiles 04-2006 42 KB | 8 KB

UFGS 07 32 14 Clay Tile Roofing Replacement or Repair 04-2006 51 KB | 10 KB

UFGS 07 41 13 Metal Roof Panels 05-2011 110 KB | 28 KB

UFGS 07 41 63 Fabricated Roof Panel Assemblies 05-2009 94 KB | 24 KB

UFGS 07 42 13 Metal Wall Panels 05-2011 74 KB | 17 KB

UFGS 07 42 63 Fabricated Wall Panel Assemblies 05-2011 75 KB | 18 KB

UFGS 07 51 13 Built-Up Asphalt Roofing 05-2012 114 KB | 29 KB

UFGS 07 52 00 Modified Bituminous Membrane Roofing 05-2012 130 KB | 34 KB

UFGS 07 54 19 Polyvinyl Chloride (PVC) Roofing 11-2008 101 KB | 26 KB

UFGS 07 55 00 Protected Membrane Roofing (PMR) 08-2009 42 KB | 9 KB

UFGS 07 57 13 Sprayed Polyurethane Foam (SPF) Roofing 05-2011 125 KB | 25 KB

UFGS 07 60 00 Flashing and Sheet Metal 08-2008 103 KB | 20 KB

UFGS 07 61 14.00 20 Steel Standing Seam Roofing 05-2011 76 KB | 19 KB

UFGS 07 61 15.00 20 Aluminum Standing Seam Roofing 05-2011 74 KB | 18 KB

UFGS 07 62 10 Copper Sheet Metal Flashing 08-2009 50 KB | 11 KB

UFGS 07 72 00 Roof Ventilators, Gravity-Type 08-2009 32 KB | 5 KB http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2006%2010%2000.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2006%2010%2000.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2011%2013.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2011%2013.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2012%2000.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2012%2000.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2013%2053.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2013%2053.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2014%2000.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2014%2000.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2019%2000.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2019%2000.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2021%2013.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2021%2013.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2021%2016.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2021%2016.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2021%2023.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2021%2023.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2022%2000.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2022%2000.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2024%2000.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2024%2000.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2027%2000.45%2010.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2027%2000.45%2010.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2031%2013.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2031%2013.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2031%2026.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2031%2026.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2032%2013.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2032%2013.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2032%2014.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2032%2014.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2041%2013.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2041%2013.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2041%2063.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2041%2063.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2042%2013.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2042%2013.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2042%2063.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2042%2063.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2051%2013.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2051%2013.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2052%2000.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2052%2000.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2054%2019.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2054%2019.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2055%2000.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2055%2000.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2057%2013.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2057%2013.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2060%2000.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2060%2000.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2061%2014.00%2020.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2061%2014.00%2020.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2061%2015.00%2020.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2061%2015.00%2020.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2062%2010.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2062%2010.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2072%2000.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2007%2072%2000.zip

UHHZ160120 STATEMENT OF WORK – 01005

UFGS 07 81 00 Spray-Applied Fireproofing 02-2011 51 KB | 10 KB

UFGS 07 84 00 Firestopping 05-2010 40 KB | 8 KB

UFGS 07 92 00 Joint Sealants 01-2007 47 KB | 9 KB

UFGS 09 06 90 Color Schedule 05-2009 41 KB | 6 KB

UFGS 09 22 00 Supports for Plaster and Gypsum Board 02-2010 30 KB | 4 KB

UFGS 09 29 00 Gypsum Board 05-2011 73 KB | 15 KB

UFGS 09 51 00 Acoustical Ceilings 08-2010 69 KB | 16 KB

UFGS 09 65 00 Resilient Flooring 08-2010 71 KB | 16 KB

UFGS 09 65 36 Static-Control Resilient Flooring 11-2010 46 KB | 9 KB

UFGS 09 68 00 Carpet 05-2010 67 KB | 16 KB

UFGS 09 90 00 Paints and Coatings 05-2011 192 KB | 41 KB

UFGS 13 34 19 Metal Building Systems 11-2011 114 KB | 28 KB

UFGS 21 13 00.00 40 Fire-Suppression Sprinkler Systems 08-2010 90 KB | 22 KB

UFGS 21 13 13.00 10 Wet Pipe Sprinkler System, Fire Protection 05-2009 92 KB | 23 KB

UFGS 21 13 13.00 20 Wet-Pipe Sprinkler System, Fire Protection 04-2008 76 KB | 18 KB

UFGS 21 13 16.00 20 Dry-Pipe Fire Sprinkler Systems 04-2006 58 KB | 14 KB

UFGS 21 13 17.00 10 Dry Pipe Sprinkler System, Fire Protection 05-2009 87 KB | 22 KB

UFGS 21 13 18.00 10 Preaction and Deluge Sprinkler Systems, Fire

Protection

05-2009 107 KB | 28 KB

UFGS 21 13 19.00 20 [Deluge] [Preaction] Fire Sprinkler Systems 11-2009 70 KB | 18 KB

UFGS 22 00 00 Plumbing, General Purpose 11-2011 285 KB | 74 KB

UFGS 22 33 30.00 10 Solar Water Heating Equipment 04-2008 90 KB | 22 KB

UFGS 22 66 53.00 40 Laboratory Chemical Waste and Vent Piping 02-2011 34 KB | 5 KB

UFGS 23 00 00 Air Supply, Distribution, Ventilation, and Exhaust

Systems

08-2010 227 KB | 62 KB

UFGS 23 03 00.00 20 Basic Mechanical Materials and Methods 08-2010 36 KB | 7 KB

UFGS 23 05 15 Common Piping for HVAC 02-2009 123 KB | 32 KB

UFGS 23 31 13.00 40 Metal Ducts 02-2011 89 KB | 21 KB

UFGS 23 34 23.00 40 HVAC Power Ventilators 02-2011 42 KB | 8 KB

UFGS 23 35 00.00 10 Overhead Vehicle Tailpipe [and Welding

Fume] Exhaust Removal System(s)

02-2009 56 KB | 13 KB

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UHHZ160120 STATEMENT OF WORK – 01005

UFGS 23 35 19.00 20 Industrial Ventilation and Exhaust 02-2010 149 KB | 38 KB

UFGS 26 00 00.00 20 Basic Electrical Materials and Methods 07-2006 33 KB | 6 KB

UFGS 26 05 00.00 40 Common Work Results for Electrical 11-2010 57 KB | 13 KB

UFGS 26 05 19.00 10 Insulated Wire and Cable 11-2008 56 KB | 12 KB

UFGS 26 41 00.00 20 Lightning Protection System 04-2006 53 KB | 12 KB

UFGS 26 41 00.00 40 Lightning Protection System 11-2008 64 KB | 15 KB

UFGS 26 41 01.00 10 Lightning Protection System 11-2008 55 KB | 12 KB

UFGS 28 31 64.00 10 Fire Detection and Alarm System, Addressable

08-2009 94 KB | 25 KB

UFGS 28 31 74.00 20 Interior Fire Detection and Alarm System 02-2010 106 KB | 27 KB

UFGS 28 31 76 Interior Fire Alarm and Mass Notification System 08-2011 154 KB | 42 KB

UFGS 31 00 00 Earthwork 08-2008 130 KB | 34 KB

UFGS 31 05 19 Geotextile 08-2008 46 KB | 9 KB

UFGS 31 05 20 Geosynthetic Drainage Layer 08-2008 40 KB | 7 KB

UFGS 31 05 21 Geogrid Soil Reinforcement 08-2008 41 KB | 9 KB

UFGS 31 05 22 Geotextiles Used as Filters 08-2008 54 KB | 12 KB

UFGS 31 10 00 Clearing for Civil Works 08-2008 37 KB | 7 KB

UFGS 31 11 00 Clearing and Grubbing 08-2008 33 KB | 6 KB

UFGS 32 05 33 Landscape Establishment 02-2010 57 KB | 13 KB

UFGS 32 92 19 Seeding 10-2006 59 KB | 12 KB

UFGS 32 92 23 Sodding 04-2006 49 KB | 9 KB

UFGS 32 92 26 Sprigging 04-2006 54 KB | 11 KB

UFGS 32 93 00 Exterior Plants 02-2010 103 KB | 25 KB

UFGS 32 96 00 Transplanting Exterior Plants 02-2010 71 KB | 17 KB

UFGS 33 11 00 Water Distribution 02-2011 174 KB | 41 KB

UFGS 33 30 00 Sanitary Sewers 04-2008 110 KB | 26 KB

UFGS 33 34 00 Force Mains and Inverted Siphons; Sewer 04-2008 59 KB | 13 KB

UFGS 33 40 00 Storm Drainage Utilities 02-2010 117 KB | 29 KB

UFGS 33 71 02.00 20 Underground Electrical Distribution 08-2008 141 KB | 38 KB

10. AIR FORCE AND ROBINS AFB FORMS

http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2023%2035%2019.00%2020.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2023%2035%2019.00%2020.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2026%2000%2000.00%2020.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2026%2000%2000.00%2020.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2026%2005%2000.00%2040.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2026%2005%2000.00%2040.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2026%2005%2019.00%2010.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2026%2005%2019.00%2010.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2026%2041%2000.00%2020.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2026%2041%2000.00%2020.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2026%2041%2000.00%2040.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2026%2041%2000.00%2040.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2026%2041%2001.00%2010.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2026%2041%2001.00%2010.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2028%2031%2064.00%2010.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2028%2031%2064.00%2010.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2028%2031%2074.00%2020.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2028%2031%2074.00%2020.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2028%2031%2076.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2028%2031%2076.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2031%2000%2000.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2031%2000%2000.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2031%2005%2019.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2031%2005%2019.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2031%2005%2020.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2031%2005%2020.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2031%2005%2021.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2031%2005%2021.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2031%2005%2022.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2031%2005%2022.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2031%2010%2000.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2031%2010%2000.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2031%2011%2000.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2031%2011%2000.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2032%2005%2033.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2032%2005%2033.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2032%2092%2019.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2032%2092%2019.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2032%2092%2023.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2032%2092%2023.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2032%2092%2026.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2032%2092%2026.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2032%2093%2000.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2032%2093%2000.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2032%2096%2000.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2032%2096%2000.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2033%2011%2000.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2033%2011%2000.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2033%2030%2000.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2033%2030%2000.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2033%2034%2000.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2033%2034%2000.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2033%2040%2000.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2033%2040%2000.zip http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2033%2071%2002.00%2020.pdf http://www.wbdg.org/ccb/DOD/UFGS/UFGS%2033%2071%2002.00%2020.zip

UHHZ160120 STATEMENT OF WORK – 01005

Below is a list of the applicable Robins AFB forms to be used on all projects. These are provided as a part of this contract on CD and will be updated as base policies and procedures change.

Issue Date

Form Description (at Contract)

AFMC Form 299 Safety, Fire and Health Review

AF Form 2519 Welding and Safety Checklist

AF Form 820 Liquidated Damages

UHHZ140109 SITE REQUIREMENTS - 01040

SITE REQUIREMENTS

01040 - 1 of 19

PART 1 - GENERAL

1.01 SPECIAL REQUIREMENTS:

A. Controlled Areas (General):

1. This project may include include work in one or more Controlled Area(s). The

Contracting Officer will assist in getting proper notation on personnel badges for applicable areas. (, such as warehouses, the Flight-line, Command Posts, and similar.)

2. Use no radios, pagers, or walkie-talkies in these areas.

3. Allow 15 minutes wait at arrival for escorts.

4. The contractor is responsible for all controlled/restricted area badges issued for this project. Fifty dollars ($50.00) per badge will be deducted from the final contract payment for badges lost or not returned, regardless of the reason for said loss/nonreturn. If a receipt is desired for badges turned in during the contract period, the contractor must furnish it for coordination.

B. Airfield Zone Waivers:

1. Construction Waiver: UFC 3-260-01, Appendix B, Section B1-2.5.4.7, requires a temporary waiver be obtained for construction on the airfield. This applies to any construction, construction equipment storage, or hauling of materials or waste products that will take place within the boundaries of the Airfield Zone as shown on the Location map of Drawings. The Base

Project Manager has advised the Base Community Planner to accomplish the necessary internal documents to obtain the temporary construction waiver for that area, and they are in process. Do not start any work in the Airfield Zone until the Technical Representative of the Contracting

Officer (TRCO = CE Inspector) has provided a copy of the approved waiver to the Contractor.

2. Crane Permit: If a crane is required for construction on the airfield, the Contracting

Officer will work with the Civil Engineering Community Planner to obtain this permit. Any crane activity on the airfield requires approval from the 78 ABW Commander prior to starting work. Submit a request in writing to the Contracting officer at least 45 days prior to the start of the work. The request shall detail the schedule for such work, hours of operation, height of the crane, and location of the crane. Be prepared to abide by any restrictions noted on the approval documents.

C. Airfield Zone Site Requirements:

1. The Airfield Zone is shown on the Location map of Drawings. It is also referred to as the Flightline. Note that Section 01580, Safety Requirements, contains additional guidance on eliminating Foreign Object Damage (FOD) to the aircraft on the Flightline.

UHHZ140109 SITE REQUIREMENTS - 01040

01040 - 2 of 19

2. Schedule: Furnish a schedule to the Contracting Officer on the anticipated work schedule for each area in the contract.

3. Storage Site Request: Request in advance and obtain approval from Airfield

Operations Management for any storage sites for all equipment and materials used on the contract.

4. Haul Route Request: Request in advance and obtain approval from Airfield

Operations Management for all haul routes or other travel requirements on the Flightline.

5. Prior to driving on the Flightline, the contractor shall ensure that all personnel required to operate vehicles on the Flightline are trained and certified. The contractor is responsible for scheduling the training through 78 OSS/OSAB, (478) 926-2114, with adequate lead-time so as not to interfere with the contract schedule. Upon completion of the training, an

AF Form 483 (Certificate of Competency) will be issued by the Airfield Manager’s office, which certifies that the individual has been trained on Flightline driving. This certification must be in the possession of the vehicle operator when driving on the Flightline.

6. Forms to Return: Upon completion of the contract, turn in the AF Forms 483 to the

Contracting Officer so that final payment will not be delayed.

7. Prior to the start of work each day, coordinate with the Chief of Airfield

Operations Management at (478) 926-2114 or (478) 926-2115. The contractor will advise

Airfield Operations Management of the current work schedule, location and duration of work, and the type of equipment at the site for the day. The contractor shall also coordinate with

Airfield Operations Management before leaving the site for the day.

8. Contractor employees requiring vehicle access to the controlled area of the

Flightline shall display their company's name on both the right and left sides of the vehicle.

Lettering shall be at least one and one half inches high and may be either permanently or magnetically affixed to the vehicle. The Government will deny entry to contractor vehicles not displaying the company name.

9. Provide an escort for all material suppliers or vendors transporting equipment or material to/from the Flightline job site. The certified escort can be a passenger or operate a lead vehicle no further than three vehicle lengths in front of the escorted vehicle. Ensure that all subcontractors comply with all Flightline requirements.

10. In addition to the validated AF Form 483, vehicle operators shall have valid state driver's licenses in their possession when driving on the Flightline. Vehicle operators shall adhere to Flightline driving procedures contained in RAFB Instruction 13-206, Control and

Operation of Vehicle on Robins AFB Flightline and Industrial Area.

11. The contractor is responsible for ensuring that all contractor personnel, subcontractors, and suppliers meet all Flightline requirements. The Government may, at its

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01040 - 3 of 19 discretion, remove any contractor, subcontractor, or supplier employee from and prohibit access to the Flightline for the duration of this contract for violations of Flightline procedures.

12. Employ a minimum of one person for each area where construction activity is underway whose full time job is to monitor radio traffic from the base control tower to ensure that no Flightline violations occur.

13. Under no circumstances shall contractor employees enter any Flightline building or area not covered by the contract or authorized for access to the contract area.

14. If a crane is required and approved for construction on the airfield, store the crane in such a manner as to not pose a hazard to flight operations. Contact, through the

Inspector, 78 OSS, 926-2114, to receive instructions on how to store the crane each night.

15. Provide continuous cleanup at the work site. All areas shall be kept so clean as to prevent the spread of materials that may be tracked into other aircraft areas or which may be windblown in such a way as to cause a hazard to aircraft traffic. Materials will not be allowed to accumulate in such a manner as to create an eyesore. Clean all haul routes as required to maintain aircraft safety and site order.

D. MFH projects: Submit a courtesy slip for approval. Notify occupant with courtesy slip at least three (3) workdays but no more than five (5) workdays before starting work. Include in the courtesy slip the telephone number and name of the Technical Representative to call for schedule problems.

E. AMC/Joint STARS Area:

1. Submit a letter with the following information through Contracting Officer to 78

SFS/SFOS (62118) 7 days prior to proposed entry by personnel:

a. Name, Social Security Number, place and date of birth, and citizenship of each person to enter area. PRIVACY ACT STATEMENT: Section 6311 of Title

5 to the U.S. Code authorizes collection of this information. The primary use of this information is to identify persons present in area. Furnishing the above information is voluntary, but failure to do so may result in disapproval of admission request.

b. Type of vehicle to enter area with license number.

2. Also request permission to enter any special restricted areas (such as the Mass

Parking Apron or Alert Area) one day in advance each time entry is needed. Repeat visits may be arranged if a firm schedule is established.

F. Electronic Warfare Complex (Bldg 229): Arrange for daily escorts with using agency.

G. Avionics Complex: The following apply for Bldgs 640, 645, and others inside the fence:

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01040 - 4 of 19

1. Submit a letter to Contracting Officer (for 78 SFS/SFOS, 62118 and WR-

ALC/LYPSO, 62223) at least five (5) working days before admittance with the following information:

a. Name, Social Security Number, place and date of birth, and citizenship of each person to enter area. PRIVACY ACT STATEMENT: Section 6311 of Title

5 to the U.S. Code authorizes collection of this information. The primary use of this information is to identify persons present in area. Furnishing the above information is voluntary, but failure to do so may result in disapproval of entry request and default of the contract.

b. Make, model, and license number of vehicles to enter the area.

c. Submit proposed changes to the list of approved people/vehicles by same procedures.

2. Request entrance permission from WR-ALC/LYPR (66095) at least one day in advance each time access is needed. Arrange repeat visits if a firm schedule is established.

3. Vehicles used for the delivery of equipment, supplies, or tools which cannot be carried in by hand will be admitted if they have the company logo prominently displayed and the vehicle is properly registered with the LYP Security Manager.

1.02 UTILITY REQUIREMENTS

A. Outages: Request utility outages in writing to the Base Civil Engineer, with a copy to the

Contracting Officer, a minimum of 21 days before the proposed outage. These will be scheduled at

Government convenience and may be at times other than normal…