Exterior Construction Contract (ECC) IDIQ SOW .pdf

UHHZ210375 INDEX OF SPECIFICATIONS

INDEX OF SPECIFICATIONS

DATE: 13 October 2021

EXTERIOR CONSTRUCTION CONTRACT (ECC) IDIQ

NUMBER TITLE PAGES

Division 01 – ROBINS AFB – General Requirements

01005 Statement of Work 01005-1 thru 01005-16

01040 Site Requirements 01040-1 thru 01040-17

01300 Submittals and Contractor-Furnished Items 01300-1 thru 01300-9

01310 CADD As-Built Drawings 01310-1 thru 01310-5

01501 Temporary Services for Contractor 01501-1 thru 01501-5

01502 Temporary Services for Continued Occupancy 01502-1 thru 01502-2

01540 Green Procurement 01540-1 thru 01540-12

01560 Environmental Requirements 01560-1 thru 01560-38

01580 Safety Requirements 01580-1 thru 01580-6

01600 Product Requirements 01600-1 thru 01600-3

01650 Phasing 01650-1 thru 01650-3

01700 Execution Requirements 01700-1 thru 01700-6

01730 Operations and Maintenance Data 01730-1 thru 01730-6

Division 02 – Existing Conditions

02934 Grassing/Hydroseeding 02934-1 thru 02934-4

Division 16 - Electrical

16670 Lightning Protection System 16670-1 thru 16670-5

TOTAL NUMBER OF PAGES (Including Index) = ____137_____

<<<<< END OF INDEX >>>>>

UHHZ210375 STATEMENT OF WORK – 01005

STATEMENT OF WORK

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BASEWIDE EXTERIOR CONSTRUCTION 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 building envelope. 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 components, systems 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 Exterior Construction Requirements

Roofing, roof accessories and roofing design shall meet the requirements of UFC 3-110-03.

Elements of exterior construction shall meet the requirements of UFC 3-101-01. Design shall meet the requirements of UFC 1-200-01 and the most current editions of the IBC (International

Building Code) and ASCE 7. Use Exposure Category C per ASCE 7 for all exterior design requirements.

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:

https://www.robins.af.mil/Portals/59/documents/CE%20FacilityStandards/BFS%202019.pdf?ve r=2020-01-13-150949-563 https://www.robins.af.mil/Portals/59/documents/CE%20FacilityStandards/BFS%202019.pdf?ver=2020-01-13-150949-563 https://www.robins.af.mil/Portals/59/documents/CE%20FacilityStandards/BFS%202019.pdf?ver=2020-01-13-150949-563

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1.4 Federal Requirement Links

Unified Facility Guide Specifications (UFGS) – http://www.wbdg.org/ccb/browse_cat.php?c=3

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

1.5 Allowable Roof and Exterior Wall 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). Acceptable exterior wall types include, but are not limited to, insulated sandwich

Panels, concealed fastener, and Purlin Bearing Rib (PBR) Panels and will be determined by the individual TO SOW.

1.6 Accessories

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

All re-roofing projects shall incorporate certified fall protection systems as required by

OSHA if identified 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.

Lightning Protection: All re-roofing projects shall incorporate new Franklin type lightning protection systems unless exempted or upgraded within the individual TO

SOW. Repair projects shall define the extent for installing lightning 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.

Roof Drainage System: All re-roofing 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.

Other Accessories: Provide building exterior accessories as required within individual

TO SOWDesign Analysis

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Provide a Design Analysis for all exterior construction projects and where required within the

TO SOW for repair projects. Design Analysis Engineer shall be present at initial site visit.

1.7 Quality Control

Project Manager: Provide superintendent as required by FAR. Project Manager shall not have a workload greater than 3 projects to adequately provide overall supervision for each TO.

Superintendent: Prime Contractor shall provide an active company employee (no teaming agreements) as a job superintendent for each active TO who is a certified installer of a qualified manufacturer for each of the following systems: Standing Seam

Metal Roofs, PVC Roofs, Modified Bitumen Roofs, and wall panel systems.

Superintendents for other construction materials to be installed, repaired, or replaced will be addressed by the TO SOW. When roof work is being accomplished, the superintendent must be on the roof 100% of the time.

1.8 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.

1.9 Liquidated Damages

Use of Liquidated Damages will be determined at the task order level.

1.10 Emergency Situations

Contractor must be capable of supporting the GOV with a site visit within 4 hours of a phone call in an emergency situation. Reference to an emergency situation may involve any building on Robins AFB and will be identified as emergency by CE during the initial call.

1.11 Urgent Situations

Contractor must be capable of supporting the GOV with a site visit within 24 hours of a phone call in an urgent situation. Reference to an urgent situation may involve any building on Robins

AFB and will be identified as urgent by CE during the initial call.

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

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01005 - 4 of 16 all required Design Analysis and drawings pertaining to roof systems. Projects involving other exterior construction will require drawings and design analysis by a registered professional engineer and installation by a licensed installer.

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.

2.3 Lightning Protection Systems

All projects requiring a lightning protection system shall be designed and installed by a lightning protection installer UL-certified in the state of Georgia.

2.4 Elements

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 Work Involving Existing Decking, Roofing, and Siding: 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.

Structural Analysis

2.4.2.1 General: Structural systems shall conform to the requirements of UFC 3-301-01

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

2.4.2.2 Provide a detailed analysis of the existing structure, including 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 new roofing), existing / future anticipated equipment

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(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.

Configuration Analysis

2.4.3.1 Existing Components: Analysis shall consider rooftop or wall mounted equipment, plumbing, conduits, ductwork and other existing components and their impact on the roofing, siding, insulation or other construction materials to be installed. Verify that sufficient clearances are provided to allow access for maintenance and future requirements. Provide information on types of flashing, equipment mounting and roof curbs required.

2.4.3.2 Analysis shall consider expansion joint configuration to compensate for building expansion joints, differential movement of various structural/substrate components and movement limitations.

Lightning Protection Analysis

Provide an analysis of the existing lightning protection system. Include test for continuity through 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.

Roof Drainage Analysis

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.

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 existing conditions of the building exterior in accordance to requirements, integration of new elements to the building envelope, 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.

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Submit an electronic copy and one (1) CD of the submittal for approval (including any subsequent submittals).

3 SPECIFIC ENVELOPE CRITERIA

3.1 Metal Roofs

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.

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

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

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).

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

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.

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

Installer’s Warranty

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 workmanship (FAR Clause 52.236-5 -- Material and

Workmanship).

3.2 Membrane Roofs

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).

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.

Manufacturer’s Warranty

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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. COTR shall be notified 10 days in advance of manufacturer’s inspection and be present during inspection. Roof will not be accepted without this letter.

Installer’s Warranty

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 workmanship (FAR Clause 52.236-5 -- Material and

Workmanship).

3.3 Metal Wall Panels

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.

Requirements: Comply with additional requirements of UFGS Section 07 42 13 Metal

Wall Panels and UFGS Section 07 42 63 Fabricated Wall Panel Assemblies as applicable.

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

Thickness: Metal wall panels shall have a minimum bare metal thickness of 26 gauge unless a thicker gauge is required per TO SOW.

Finish

3.3.5.1 New Wall Projects: Metal wall panel finish shall have a color finish, Kynar 500 or Hylar 5000 polyvinylidene fluoride (PVDF) with a 20 year material finish warranty.

3.3.5.2 Wall Repair Projects: Where practical, use same finish as new walls with a new wall finish warranty. Refer to each TO for specifics on finish.

Installer’s Warranty

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 workmanship (FAR Clause 52.236-5 -- Material and

Workmanship).

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3.4 Flashings

General: Flashings (including copings) shall have a minimum bare metal thickness of 24 gauge. Provide all components as required for a weather tight roof system in conformance with the manufacturer’s requirements.

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

Building Expansion Joint Cover 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.

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 SYSTEM SUBMITTALS

4.1 General

Provide four (4) electronic copies of material and system submittals in accordance with Section

01300.

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4.2 Warranty Signage

Provide and install a sign with the following information (Warranty Signage Example):

78 CEG/CEN ROOFING MANAGERS

POINTS OF CONTACT

Primary: Project Manager Name, (###) ###-####

Alternate: Terry R. Stinson, (478) 926-2569

WARRANTY EXPIRATION DATE

20 FEBRUARY 2022

ROOF SECTION - XX

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 COTR in writing 10 days in advance of inspection requested date.

5.2 Pre-final Inspection

Notify Contracting Officer and COTR in writing 10 days in advance of inspection requested date.

5.3 Final Inspection

Notify Contracting Officer and COTR in writing 5 days in advance of inspection requested date.

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6 CLOSEOUT DOCUMENTS

6.1 General

Provide electronic copies and one (1) CD of all required closeout documents. 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.

6.2 As-Builts

Provide electronic copies and CD of as-built drawings of the installed building envelope system.

Drawings shall show cross sections for each differing condition referenced to plans 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 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.

Section Description

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

01560 Environmental Requirements

01567 Asbestos Abatement (Non-Friable)

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01568 Asbestos Abatement (Friable)

01572 Construction and Demolition Waste Management

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

8 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.

Section Description

UFGS 03 52 00 Lightweight Concrete Roof Insulation

UFGS 03 52 16 Lightweight Insulation Concrete

UFGS 05 05 23.13 10 Ultrasonic Inspection of Weldments

UFGS 05 05 23.16 Structural Welding

UFGS 05 12 00 Structural Steel

UFGS 05 21 00 Joist Framing

UFGS 05 30 00 Steel Decks

UFGS 05 40 00 Cold-Formed Metal Framing

UFGS 05 50 13 Miscellaneous Metal Fabrications

UFGS 05 50 14 Structural Metal Fabrications

UFGS 05 51 00 Metal Stairs

UFGS 05 51 33 Metal Ladders

UFGS 05 52 00 Metal Railings

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UFGS 06 10 00 Rough Carpentry

UFGS 07 11 13 Bituminous Dampproofing

UFGS 07 12 00 Built-Up Bituminous Waterproofing

UFGS 07 13 53 Elastomeric Sheet Waterproofing

UFGS 07 14 00 Fluid-Applied Waterproofing

UFGS 07 19 00 Water Repellents

UFGS 07 21 13 Board and Block Insulation

UFGS 07 21 16 Mineral Fiber Blanket Insulation

UFGS 07 21 23 Loose Fill Thermal Insulation

UFGS 07 22 00 Roof and Deck Insulation

UFGS 07 24 00 Exterior Insulation and Finish Systems

UFGS 07 27 10.00 10 Building Air Barrier System

UFGS 07 31 13 Asphalt Shingles

UFGS 07 31 26 Slate Roofing

UFGS 07 32 13 Roof Tiles

UFGS 07 32 14 Clay Tile Roofing Replacement or Repair

UFGS 07 41 13.16 Copper Roof Panels

UFGS 07 41 63 Fabricated Roof Panel Assemblies

UFGS 07 42 13 Metal Wall Panels

UFGS 07 42 63 Fabricated Wall Panel Assemblies

UFGS 07 51 13 Built-Up Asphalt Roofing

UFGS 07 52 00 Modified Bituminous Membrane Roofing

UFGS 07 54 19 Polyvinyl Chloride (PVC) Roofing

UFGS 07 55 00 Protected Membrane Roofing (PMR)

UFGS 07 57 13 Sprayed Polyurethane Foam (SPF) Roofing

UFGS 07 60 00 Flashing and Sheet Metal

UFGS 07 61 14.00 20 Steel Standing Seam Roofing

UFGS 07 61 15.00 20 Aluminum Standing Seam Roofing

UFGS 07 62 10 Copper Sheet Metal Flashing and trim

UFGS 07 72 20 Gravity Type Roof Ventilators

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UFGS 07 81 00 Spray-Applied Fireproofing

UFGS 07 84 00 Firestopping

UFGS 07 92 00 Joint Sealants

UFGS 09 06 00 Schedules For Finishes

UFGS 09 22 00 Supports for Plaster and Gypsum Board

UFGS 09 29 00 Gypsum Board

UFGS 09 51 00 Acoustical Ceilings

UFGS 09 65 00 Resilient Flooring

UFGS 09 65 00 Resilient flooring

UFGS 09 65 66 Resilient Athletic Flooring

UFGS 09 68 00 Carpet

UFGS 09 90 00 Paints and Coatings

UFGS 13 34 19 Metal Building Systems

UFGS 21 13 26.00 40 Deluge Fire Suppression Sprinkler System

UFGS 21 21 00.00 40 Carbon-Dioxide Fire Extinguishing Systems

UFGS 21 21 01.00 20 Carbon Dioxide Fire Extinguishing (High Pressure)

UFGS 21 21 02.00 20 Carbon Dioxide Fire Extinguishing (Low Pressure)

UFGS 21 21 03.00 10 Wet Chemical Fire Extinguishing System

UFGS 21 22 00.00 20 Halon 1301 Fire Extinguishing

UFGS 21 22 00.00 40 Clean Agent Fire Extinguishing Systems

UFGS 21 23 00.00 20 Wet Chemical Fire Extinguishing for Kitchen Cabinet

UFGS 22 00 00 Plumbing, General Purpose

UFGS 22 33 30.00 10 Solar Water Heating Equipment

UFGS 22 66 53.00 40 Laboratory Chemical Waste and Vent Piping

UFGS 23 01 30.41 HVAC System Cleaning

UFGS 23 03 00.00 20 Basic Mechanical Materials and Methods

UFGS 23 05 15 Common Piping for HVAC

UFGS 23 31 13.00 40 Metal Ducts

UFGS 23 34 23.00 40 HVAC Power Ventilators

UFGS 23 35 16.17 10 Mechanical Engine [and Welding Fume] Exhaust Systems

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UFGS 23 35 19.00 20 Industrial Ventilation and Exhaust

UFGS 26 05 00.00 40 Common Work Results for Electrical

UFGS 26 05 19.00 10 Insulated Wire and Cable

UFGS 26 41 00.00 Lightning Protection System

UFGS 28 31 70 Interior Fire Alarm System, Addressable

UFGS 28 31 73.00 20 Exterior Fire Alarm System, Closed Circuit Telegraphic Type

UFGS 28 31 75.00 10 Central Fire Alarm System, Digital Alarm Communicator Type

UFGS 28 31 76 Interior Fire Alarm and Mass Notification System, Addressable

UFGS 31 00 00 Earthwork

UFGS 31 05 19.13 Geotextiles for Earthwork

UFGS 31 10 00 Site Clearing

UFGS 31 11 00 Clearing and Grubbing

UFGS 32 05 33 Landscape Establishment

UFGS 32 92 19 Seeding

UFGS 32 92 23 Sodding

UFGS 32 92 26 Sprigging

UFGS 32 93 00 Exterior Plants

UFGS 32 96 00 Transplanting Exterior Plants

UFGS 33 11 00 Water Distribution

UFGS 33 30 00 Sanitary Sewers

UFGS 33 34 00 Force Mains and Inverted Siphons; Sewer

UFGS 33 34 56.00 10 Drainage Field Dosing Chambers

UFGS 33 71 02 Underground Electrical Distribution

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9 AIR FORCE AND ROBINS AFB FORMS

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.

Form Description

AFMC Form 299 Safety, Fire and Health Review

AF Form 2519 Welding and Safety Checklist

AF Form 820 Liquidated Damages

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REVISION DATE 11 MAY 2017

SITE REQUIREMENTS

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PART 1 - GENERAL

1.01 SPECIAL REQUIREMENTS:

A. Controlled Areas (General):

1. This project may 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 Flightline, 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/non-return. 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. Storage of the crane shall be in such a manner as to not pose a hazard to flight operations. Prior to the crane being on-site, contractor shall contact 78 OSS at 926-2114 to receive instructions on crane usage at Robins AFB.

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.

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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 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.

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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 Robins AFB, store the crane in such a manner as to not pose a hazard to flight operations. Prior to the crane being on-site, contractor shall contact 78 OSS at 926-2114 to receive instructions on crane usage at

Robins AFB.

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:

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:

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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 working hours. For example, the times may be on weekends or during the second and third shifts (including holidays, holiday weekends, and work curtailment days). These are at no additional cost to the Government.

B. Metering.

1. Credit Unions, banks, public schools and other non-Federal organizations at their expense furnish, install, operate and maintain all facilities required to obtain service, including suitable metering and regulating equipment and service connections to the government’s utility system.

2. For DoD agencies, including MWR activities and Air National Guard Units; Defense Base

Operating Fund activities; non-DoD Federal agencies, including post office facilities; occupants of privately owned mobile homes located on Air Force installations; government civilian employee renting quarters owned or controlled by the Air Force; and occupants of military housing projects insured by the government under Title 12 U.S.C., Sections 1701 and 810, install meters on all:

a. New facilities or renovated facilities, using applicable constructions funds.

b. Existing facilities at government expense when the total cost to install the meter does not exceed the estimated gross revenue for 1 year. For energy management purposes, install permanent or temporary meters at government expenses, regardless of gross revenue for 1 year, on new or existing individual buildings, structures, appliances, or equipment. For installing meters on existing facilities, the Base Civil Engineer budgets for and prioritizes installing meters using fund sources that include

Operations and Maintenance; Research, Development, Test and Evaluation; Military Family Housing

(P713 or P722); Medical Support Facilities; and, DBOF facilities.

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3. Meter family house using a master metering system according to DoD Instruction 4165.37.

4. Provide service entrance metering on the facility for electrical, natural gas, and steam utilities, as applicable.

1.03 SUBMITTALS:

A. General: Provide the following submittals in accordance with instructions found in Section

01300, Submittals and Contractor Furnished Items.

B. Material Submittals: None required under this section.

C. Other Submittals: Provide the following submittals as required by the contract or as directed by the Contracting Officer.

Inspector

Para # Description Date Required Checklist

1.01.B.1 Airfield Construction Waiver (Inspector provides before start of work) ______

1.01.B.2 Airfield Crane Request 45 days before work ______

1.01.C.2 Airfield Schedule Before work ______

1.01.C.3 Airfield Storage Request Before work ______

1.01.C.4 Airfield Haul Route Request Before work ______

1.01.C.6 Return AF Forms 483 Before final payment ______

1.01.D MFH Courtesy Slip 3 days prior to visit ______

1.01.E AMC/Joint STARS Information 7 days prior to visit ______

1.01.G.1 Avionics Complex Information 5 days prior to visit ______

1.02 Utility Outage Requests 21 days prior to outage ______

1.04 Safeguarding LAN Com Lines 21 days prior to work ______

3.01.E Road/Parking Closure Request 21 days prior to work ______

3.02.A Govt Property Damage Notice Within 3 days of event ______

3.03.C Warning Tape 14 days after NTP ______

3.03.D Tracer Wire 14 days after NTP ______

3.04 Bldg Number on Corners 14 days before pre-final ______

3.05 Before - Site Photos Before Construction ______

3.05 After - Site Photos Before Final Inspection ______

3.08 Storage and Trailer Request 14 days after NTP ______

Form 1 Fire Alarm Request 7 days before work ______

Form 2 Fire Alarm Inspection Before Work 3 days before work ______

Form 3 Fire Alarm Inspection After Work Before pre-final ______

1.04 SAFEGUARDING COMMUNICATION FACILITIES: For work that will interfere with Local

Area Network (LAN) cable, aerial cable, house cable, underground cable, or other communication facilities, notify the Contracting Officer in writing 21 days before the scheduled construction. Do no work until receiving written approval.

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PART 2 - PRODUCTS - OMITTED

PART 3 - EXECUTION

3.01 DIGGING/EXCAVATION REQUIREMENTS: The Drawings show underground utilities and structures as presently shown on the best available record drawings of the site, and these may have some inaccuracies. The information is provided for general bidding purposes only. Actual locations and quantities must be determined at the site while obtaining the form below.

A. Digging/Excavation Permit (Obtained on Base): Digging permits are obtained at 0800

Monday mornings, only, in Building 1555. The Contractor, along with the technical representative, shall meet with Civil Engineering utility personnel at this time to make all necessary arrangements for the excavation permit before any digging. The Contractor will be given instructions on how to prepare and properly complete Digging/Excavation Permit. This includes coordination before beginning any work involving digging/excavation and location of buried structures and utility lines. Before getting signatures, provide a drawing indicating the full extent of digging/excavation (width/depth/length of trench or hole). Civil Engineering utility personnel will meet with the Contractor at the site and locate their underground utility lines and buried structures that might be affected by any digging/excavation.

Do not do any digging until all parties have approved the permit (three day maximum). The digging/excavation permit shall be effective only for the time period indicated by the final signature authority.

B. Re-coordination of the Digging/Excavation Permit with all organizations and the technical representative shall be required for any additional time required after expiration of the original time period. No digging/excavation shall be done after l600 hours on weekdays or anytime on weekends unless prior approval is obtained.

C. Location of Buried Structures and Utility Lines: Accurately locate and stake buried structures and utility lines indicated.

D. Excavation, trenching, and backfilling: Excavate to the required depth by hand digging within three (3) feet either side of the buried structures or utility line. Do not use motorized equipment within these parameters. Only open those trenches for which material is ready for replacement. As soon as approved by the technical representative, backfill trenches as required by the drawings or specifications. As a minimum, replace topsoil and grass the disturbed area by seeding and watering.

E. Damage: The contractor is responsible for any damage to underground structures and utility lines identified on the drawings and any identified and marked in the field as a result of obtaining the digging/excavation permit. If any underground utility is damaged, notify the technical representative immediately.

F. Cutting of Roads, Streets, and Paved Parking Areas:

1. Mark, barricade, and illuminate construction work on or near roads or streets which may present a traffic hazard in accordance with the Manual on Uniform Traffic Control

Devices (MUTCD) 2000. Closures of streets, parking lots, and other traffic areas will not be permitted unless approved by the Contracting Officer after written request 30 days before the scheduled closure.

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2. Road cuts shall be backfilled immediately after completion of associated utility work. When the road is reopened, the cut shall be filled with temporary or permanent materials to a smooth condition, or metal plates or other approved methods shall be employed to prevent discomfort or damage to vehicular traffic. Road cuts shall be permanently closed within 5 working days unless approved otherwise by the Contracting Officer. Provide advance signage warning motorists of the condition in accordance with the MUTCD. Repair streets as shown on the drawings.

3.02 REPAIR OF WORK AND MATERIAL: Carefully lay out cutting, channeling, chasing, or drilling of finish or structure or other surfaces for the installation of equipment or material to avoid damaging

Government property or adjacent materials not involved in the project. If Contractor personnel or equipment inadvertently damage such items, then follow the procedures below. Failure to follow the notification procedures below shall be considered a serious violation of the contract.

A. Notify the Contracting Officer by telephone immediately and confirm within 3 days with a typed letter if damage to Government property occurs. The Government reserves the right to require the

Contractor to work overtime and purchase material for repair before the end of the workday at no additional cost to the Government.

B. Repair damage to building or equipment to match existing as directed by the Contracting

Officer with skilled workmen of the trades involved at no additional cost to the Government.

C. Repair Fire Resistant Assemblies that have been violated before the end of the day. In the event the work is incomplete, provide fire-rated gypsum board to cover holes 2-inch and greater in any dimension.

D. Reconnect Disconnected Equipment before the end of the day and insure that it is operating.

E. Existing Equipment and Material to remain or to be relocated is the property of the

Government. However, the Contractor is responsible for items to remain.

F. Labels on equipment plates with information shall be properly protected before any operation that could damage or cover the label.

G. Fire Alarm: This contract involves work requiring existing fire alarm equipment either to remain or to be removed and reinstalled. The Contractor shall comply with the requirements of the inspection forms in the Appendix at the end of this section. One form is to notify the appropriate personnel that work is being accomplished on fire alarm systems. The other forms are used to establish the conditions of the system components prior to and following the contractor’s work.

3.03 IDENTIFYING UNDERGROUND LINES AND STRUCTURES:

A. Regardless of statements in other Spec sections, provide tracer wires and warning tapes over buried underground utilities and structures. Follow these requirements if the other Spec sections are less detailed and stringent.

B. These include all underground items such as utility lines, oil/water separators, fuel and water storage tanks, and utility pits and manholes with tops below grade.

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C. Provide a warning tape of standard industrial width and thickness with imprinted words identifying the type of utility line or structure below it. Place along the length (and width if not a utility line) of the protected item at one-foot depth below grade.

D. For buried non-metallic lines and structures also provide a tracer wire placed just above them, so conventional locating equipment may be used to locate the lines or structures. These items may be made of plastic, fiberglass, or similar non-metallic material. Design basis of the tracer wire is BMS Heavy

Tracer Wire by Utilitronics, PO Box 480, Stoughton, MA 02072 - phone 1-800-245-8850. Use no less than #12 AWG copper solid wire, 5/64” HMWPE insulation, with white color.

3.04 BUILDING NUMBER: Place building number ______ on the facility at four locations as directed.

Use metal plates furnished by the Government and installed as directed. These plates are approximately sixteen inches wide by eight inches high.

3.05 SITE PHOTOGRAPHS:

A. General: Take "before" and "after" color photographs of the work site on a digital camera with a resolution for each picture of at least 60 KB compressed image. Provide for approval on a CD-

RW/DVD disk at least 24 views chosen by the Technical Representative of the Contracting Officer

(TRCO) before construction. Provide additional views as directed to show the full extent of the work.

Provide for approval an identical set of "after" views.

B. Underground Utilities: For projects where there is trenching for any underground utilities, even if just laterals from outside equipment into mech-elec rooms, take an additional set of as-built photos after construction for approval before final inspection.