AJXF102006_construct_FSS_storage_SOW_21Aug2017.doc

Statement of work (sow)

PN# AJXF102006

Design, Fabricate and Install FSS/SFS Canvas Covered Storage Facility

GENERAL SPECIFICATIONS

1 SCOPE OF WORK

Furnish all coordination, surveying, architectural, engineering, demolition and installation services necessary to Design, Fabricate, Install a 5000 SF (50’x100’x23’-6”) canvas covered storage facility, to be located in the area of existing building 3218 Andrews Air Force Base, Maryland 20762-5011(Refer to Tab “A” for GSF and specific requirements).

2 STATEMENT OF WORK

The Contractor shall furnish all coordination, surveying, architectural, engineering, demolition and installation services required to complete this SOW, as described by the following services. The contractor shall include, but not be restricted to:

2.1 The Contractor shall design, fabricate and install, a 5000 SF (50’x100’x23’-6”) canvas covered storage facility with five (16’x20’) overhead doors and three (3’x7’) mandoors. The design shall be accomplished in accordance with Air National Guard (ANG) policy, specifications, tabs and attachments. The canvas covered storage facility exterior (to include a roof shall meet the Base compatibility standards with 25 year warranty.

2.1.1 Contractor shall prepare a demolition plan for the removal, hauling and disposition of the existing surface area and below grade within the footprint perimeter of the new facility. Also, the demolition plan shall include, but not limited to, the removals, relocations and capping of all existing underground utilities within footprint perimeter of the new facility to their nearest connections.

2.1.1. Contractor shall prepare a site prep plan for the new utility connections for the new facility, to include but not limited to, the facility foundation up to the slab on grade.

2.1.2.

Contractor shall design and install, fire suppression, fire alarm and fire detection systems. Fire suppression will be a “Dry” type system. Fire alarm and detection shall be “A” type systems. Design shall include engineered stamped drawings. These drawing shall be sent to the 11th fire prevention shop to be reviewed and approved. Design and installation shall be completed in accordance with IOW AAFBI 32-2001 Andrews fire protection program.

2.1.3.

Contractor shall design and install lighting system in accordance with UFC-3-530-01 for lighting systems and controls. LED fixtures shall be installed in all areas as required by design.

2.1.4. Contractor shall design a concrete slab on grade with a floor drainage system, to enable washing of floor, in the event of any spillage (slab to be sealed and painted). Floor drain shall be placed in middle of floor and adjacent to openings of the overhead doors. Drainage system shall be connected to a contractor furnished and installed oil water separator.

2.1.5.

Contractor shall design the concrete floor slab, to handle loads from the facility structure, vehicles, storage and heavy maintenance activities.

2.1.6.

Contractor shall design and install an exhaust system to accommodate vehicle exhausts in accordance with UFC 3-410-01.

2.1.7.

Contractor shall design and install a heating systems to meet the building requirements in accordance with UFC 3-410-01. Heaters shall be “Gas” type heaters.

2.1.8.

Contractor shall design and install a new internal and external water and sewage systems to support the building water requirements. Exterior water and sewer services shall be installed by Base contractor “Terrapin” IOW base regulations within 5’ of the facility.

2.1.9.

Contractor shall design a new electrical system to accommodate the facility power requirements. New electrical service shall be run underground to building from the Base power grid. Electrical service shall have a new monitoring device added to the system.

2.1.10. Contactor shall design, a new gas service to the facility.

2.1.11. Contractor shall design concrete ramps at all entrance ways to ensure ability to roll items into the facility.

2.1.12. Contractor shall design and install the canvas covered storage facility roof and enclosure systems in accordance to Canvas Roof Standards for a Facility with gutters.

3 MATERIALS: Materials shall be of a quality and performance appropriate for the space use. Contractor shall be responsible for verifying that materials meet with the Andrews AFB architectural compatibility plan.

4 TECHNICAL INSPECTION: The 113th Civil Engineer the Contracting Officer Representative (COR) and has been delegated the responsibility for the following specific functions of this contract (with the coordination and approval of the contracting officer):

· Technical inspection.

· Approval of submittals for equipment and materials.

· Approval of shop drawings, samples and as-built drawings.

The Contractor is therefore directed to forward all correspondence and matters, relative to the above, pertaining to the requirements of these specifications, to:

JEFFREY J. EARLE, MSgt, DCANG, Contracting Officer, Level III

USPFO for District of Columbia

Joint Base Anacostia-Bolling

189 Poremba Court, Bldg 350

Washington, DC 20373-5847

Commercial 703-601-6824 jeffrey.j.earle.mil@mail.mil

Capt. Matthew Duller, Deputy Base Civil Engineer 113th Civil Engineer Squadron

3236 Annapolis St.

Joint Base Andrews, MD 20762-5011

202-2104865 (c)

240-857-6901 (o) matthew.j.duller.mil@mail.mil

Paul McDonald, Engineering Technician, COR

113th Civil Engineer Squadron

3236 Annapolis St.

Joint Base Andrews, MD 20762-5011

301-980-2865 (c)

240-857-6901 (o) paul.i.mcdonald2.civ@mail.mil Dave Artis, Engineering Technician CTR 113th Civil Engineer Squadron

3236 Annapolis St.

Joint Base Andrews 20762-5011

540-308-8055 (c)

240-857-6901 (o) david.t.artis.ctr@mail.mil

5 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK

The contractor shall be required to commence work under this contract upon the receipt of "Notice to Proceed", to prosecute said work diligently, and to complete the entire work ready for use within 180 calendar days, The time stated for completion date shall be computed starting the date of receipt of Notice to Proceed. This includes time for completion of work clearance form.

6 DRAWINGS: INVESTIGATIVE SERVICES

The Contractor shall perform a complete and thorough investigation and analysis of all existing conditions concerning the work. Specific requirements and guidance will be provided by the DCANG Base Civil Engineer's Office. This investigation and analysis shall conform to the guideline established herein and in accordance with the guidelines detailed in ANG ETL 02-1 (See Tab “C”). Upon the completion and acceptance of this analysis, the contractor shall determine the exact scope of work necessary to identify all items of work pertinent to the design of this project to insure a complete and useable product.

6.3 DESIGN SERVICES

The Contractor shall prepare plans, specifications, cost estimates, design analysis, test data, etc., as required by the project. These design requirements will be completed in every respect for use as contractual documents and will conform to United States Air Force standards and to current architectural and engineering practices.

6.4 Coordination Requirements

Contractor shall identify, include and coordinate requirements of government provided telecommunications, audio/visual, security, data, and low voltage systems into the final documents. The Contractor shall schedule, facilitate, and lead regular coordination meetings with government contractors, as necessary and required for the identification and design of complete and fully operational security, data, telecommunications, audio/visual, modular systems furniture, low voltage signaling systems. Contractor shall coordination with the government site prep contractor, when site prep work commence.

6.5 DESIGN MEETINGS AND PRESENTATIONS

The contractor shall visit the site and attend meetings as required with the DCANG Base Civil Engineer, using agencies and any others who will supply information for this project. All conferences, telephone conversations, decisions, etc., shall be recorded by the Contractor as soon as possible and comments, minutes submitted no later than three working days after the meeting to the Contracting Officer with copies sent to the DCANG Base Civil Engineer.

During the design phase, the contractor shall present design documents, review design issues and decisions to BCE for approval including, but not limited to the topics and levels of design service, as indicated in ANG ETL 02-1 Section 4 “Architectural-Engineering Services” (Refer to Tab”C”).

6.6 PROJECT SCHEDULE

The contractor will provide a schedule for the design, fabrication and installation of the canvas storage facility.

6.7 SUBMITTALS

The submittals shall consist of copies of plans, specifications, design analysis and cost estimate. Turnover of original contractual documents shall consist of the drawings, AutoCAD CD’s, specifications and design analysis. Submittals shall include but not be limited to the requirements as described in ANG ETL 02-1 Section 4 “Architectural-Engineering Services” (Refer to Tab”C”).

Refer to the Design Review Documents Table for the number of copies required for each submittal stage. For a complete listing of submittal requirements at each stage refer to ANGETL 02-1 (Tab C). In addition to these requirements, a minimum of two half-size sets of drawings shall be delivered to the BCE with each phase submittal.

TABLE

DESIGN REVIEW DOCUMENTS

(100%)

113th Civil Engineer Squadron

Bldg. 3236 Annapolis St., Attn:

Capt. Matthew Duller

Andrews AFB, MD 20762-5011

113 MSG/MSC (Contracting)

SMSgt Jeffery Earle

3252 E. Perimeter Rd

Andrews AFB, MD 20762

Air National Guard Readiness Ctr.

Bldg. 3500, ANGRC/CECU

Andrews AFB, MD 20762

6.8 INVESTIGATIONS REPORT

The contractor shall provide a report describing the existing conditions found at the proposed site.

6.9 DRAWINGS

All drawings shall be developed through computer-aided design and drafting (CAD). Drawings shall be prepared in a format which can be used directly (without conversion) by the BCE standard CAD software, AutoCAD, Release 2010 or later, operating under Windows format. All working drawings shall be black text on a white background for all issues. The drafting technique and workmanship shall be of sufficient quality to assure the making of good reproductions and a CD-ROM of all drawings shall be submitted in a format compatible with AutoCAD.

6.10 SPECIFICATIONS

The specifications should be modeled after the Construction Specifications Institute format. The final design submittal specifications shall be typed single spaced on one side of approved 8 1/2" x 11" bond paper. Digital specification will also be provided with the final submission.

7. ARCHITECTURAL INTENT AND DESIGN CRITERIA

Building 3218 Annapolis st Andrews AFB, MD shall be designed to be responsible to the site, local standards, and regional materials.

8 PUBLICATIONS

The latest issue of the following publications, including their revisions and any publications referenced in this Statement of Work form a part of the Technical Requirements of this project. The contractor is responsible for obtaining these publications so that he can comply with their requirements throughout the investigation and design of the project. Publications of Government agencies may be purchased from:

Superintendent of Documents

U. S. Government Printing Office

Washington, D. C. 20401

Air Force Regulations (AFR), Manuals (AFM), Pamphlets (AFP) and Air National Guard Regulations (ANGR), Manuals (ANGM), Pamphlets (ANGP), (ANG-ETL’s) Engineering Technical Letters, and Military Handbooks (MIL-HDBK). In particular:

MIL-HDBK-1190 Facility Planning and Design Guide

Military Specifications and Federal Specifications may be obtained from:

Naval Publications and Forms Center

5801 Tabor Avenue

Philadelphia, PA 19120

Miscellaneous:

AFOSH Guide and Date Book.

Applicable Industry Standards.

FED-STD-795 (Uniform Federal Accessibility Std)

9 GOVERNMENT FURNISHED MATERIAL

The DCANG Base Civil Engineer, Andrews Air Force Base will supply the contractor with the technical requirements for this project and any applicable existing drawings he/she selects for the area, siting, utilities, etc., that are available. In addition, all AutoCAD data available will be provided via e-mail or disc.

6 RESPONSIBILITIES

The contractor shall be responsible for verifying the accuracy of existing drawings and other data furnished by the Government. Verifications shall mean thorough checking of all data and spot check, where applicable, or items in the field. Any conflict revealed shall be reported to the Contracting Officer. Accurate conditions shall be shown on the drawings prepared under this contract.

7 DESIGN LENIENCY

Information as given in this Statement of Work is furnished to be a guide for the preparation of the design and is not intended to be restrictive in nature. Desirable deviations from the given data will be brought to the attention of the Contracting Officer for consideration. Comments offered by the using agencies shall be incorporated into final design as directed by the Contracting Officer.

11.1 PROFESSIONAL SEAL

The contractor shall affix a professional seal for the state of Maryland to each final drawing that would be required if the work were to be accomplished within the jurisdiction of the same state or district in which the drawings were prepared.

11.2 CORRESPONDENCE

Any technical correspondence other than design submittals may be made to:

113th Civil Engineer Squadron

Capt. Matthew Duller

Bldg 3236 Annapolis Street

Andrews AFB, MD 20762-5011

All other correspondence regarding this contract, including design submittals shall be addressed to:

113 MSG/MSC (Contracting)

SMSgt. Jeffery Earle

3252 E. Perimeter Rd

Andrews AFB, MD 20762

11.3 NATIONAL CAPITOL PLANNING COMMISSION SUBMISSIONS

Submissions to the National Capitol Planning Commission (NCPC) will be coordinated by the Community Planner at the 11 AW/CECP. Point of contact is:

Community Planner

11 CES/CECP

3710 Fetchet Ave.

Andrews AFB, MD 20762

(301) 981-3430, Building #3710DRAFTING OBJECTIVES AND PROCEDURES / STANDARD (AUTOCAD) DRAFTING PRACTICES

8 GENERAL INSTRUCTIONS FOR DESIGN:

12.1 DRAWINGS

All drawings shall be developed through computer-aided design and drafting (CAD). Drawings shall be prepared in a format which can be used directly (without conversion) by the tenant’s standard CAD software, AutoCAD, Release 2012 or later, operating under Windows format. All working drawings shall be black text on a white background for all issues. The drafting technique and workmanship shall be of sufficient quality to assure the making of good reproductions and a CD-ROM of all drawings shall be submitted in a format compatible with AutoCAD. The Contractor shall provide signed originals and a CD/DVD-ROM of all drawings prepared under this contract with the final design submission.

Professional seal, signature and registration number of the licensed architect-engineer responsible for the design shall be shown on the title block of each sheet. The term responsible licensed engineer shall mean "Registered Professional Architect-Engineer" and/or "Registered Land Surveyor" as each is authorized to practice under the Laws of the State of Maryland.

12.2 REPRESENTATION OF INFORMATION

In order to minimize the duplication of information, the following guidelines shall be followed for the representation of information:

· Show information in the right place and show it only once.

· Adhere to appropriate locations for placement of information to avoid duplication of information.

· Division of information between drawings and specifications shall be as follows:

Drawings shall show:

· Location and extent of objects, materials, finishes, products, and accessories.

· Size, thickness, & significant dimensions of all components.

· Diagrams of custom fabricated materials, connections, or assemblies.

· Specifications shall contain:

· Type of material, grade, and level of quality.

· Type and grade of finish.

· Required performance and physical properties.

· Methods of fabrication, installation, and application.

· Tolerances

· Guarantees

9 DRAWING ORGANIZATION

Drawings shall follow the sequence of construction. Floor plans will be in ascending order. When assembling a project set, disciplines shall be compiled in the following order:

· Project cover sheets

· Civil

· Landscape

· Site Architecture

· Architecture

· Interior Architecture

· Structural

· Mechanical

· Plumbing

· Electrical

· Fire Protection

· Other Specialty Consultants (as Required) Cover sheets for the contract drawings shall be coordinated between the Base Civil Engineer and the Contractor at the time of the first submission. The cover sheet will include the following information:

· CS-1:

· Project name

· Firm name and address

· Submittal type

· Location plan at 1”=800’

· Vicinity map at 1”=4000’

· CS-2

· Complete index of drawings

· General notes common to all Contractor contract drawings

· Abbreviations and symbols

· Building and code information

10 GENERAL DRAFTING PROCEDURES:

14.1 All drawings shall be prepared in a consistent format.

14.2 Drawing content shall adhere to specifications listed in ANG ETL 01-1-1 Section 2.4 Drawings (Refer to Tab “D”).

14.3 A complete title block shall be shown on each sheet in accordance with the title block of the District of Columbia Air National Guard, Andrews AFB, MD (DCANG). (Shown in Atch. No. 3)

14.4 All original drawings shall conform to DCANG standard, Size "E", 30" x 42", with each sheet indicating north arrows, key plans (where appropriate), and graphic scales.

14.5 All site and building drawings shall be oriented in the same direction on all drawing sheets. The architectural scale to be used on all drawings for each utility is indicated in the appropriate sections. The scale to be used for details on any one set of plans shall be either multiples of 1/8" = 1'0" (i.e. 1/4", 1/2", 1") or multiples of 3/16" - 1'0" (i.e. 3/8", 3/4", 1-1/2")

14.6 The date on which the drawing is completed shall be shown. All revision dates, together with nature of revision, shall be noted in the revision block.

14.7 All benchmarks shall be shown on the Location Plan. A complete description of each benchmark stating designation, location, elevation and datum reference shall be shown near the location plan.

14.8 Coordinates shall be based on the State of Maryland Grid System and bearings shall be related to true north.

14.9 Limits of contract shall be clearly shown on all drawings.

14.10 On the Location Plan, the limits of proposed work shall be defined.

14.11 Each sheet shall be so oriented that the north arrow points toward the top or the left side of the sheet.

14.12 All symbols shall be similar to the Standard Symbols and Architectural Graphics Standards. Where symbols fail to convey the information, notes shall be printed.

14.13 All drawings in the same contract shall be cross-referenced by accession numbers. Match lines with a minimum length of 4" shall be identified by accession number of the matching sheet and shall be used wherever the plan is to be continued on the same or another sheet.

14.5 Plans will be acceptable only if the following lettering is used: Title shall be all capital letters, the first letter of each word No. 8 (1/4"), and the rest No. 6 (3/16"). Subtitles shall be all capital letters, the first letter of each word No. 6 (3/16"), the rest No. 5 (5/32"). Street names in plan shall all be capital letters No. 8 (1/4"). All titles and subtitles to be vertical lettering.

14.6 All notes, descriptions, etc. shall be a minimum of No. 4 (1/8") in size, lower case only. Proper names shall be capitalized. Notes shall not be placed in shaded areas. Crowding of notes into a small space shall be avoided, and when deemed necessary No. 3 (3/32") lettering may be used. Leaders shall be used to clarify the object referred to.

14.7 Building dimensions 11-15/16" and less shall be indicated as inches. Building dimensions 1'-0" and greater shall be indicated as feet and inches. All floor elevations, invert elevations and finish grade elevations shall be shown to hundredths. General earthwork grades shall be shown to tenths.

14.8 Where two or more people work on a drawing or drawings, individual styles shall be subordinated to represent work in general uniform style.

14.9 All lettering in the same contract shall be of the same style. Minimum lettering height in drawings shall be 1/8”.

14.10 Abbreviations, ditto marks or ditto abbreviations shall not be used other than those designated standard engineering units.

14.11 All utility structures shall be numbered as specified in the subsequent section.

11 CONTRACT Drawings

The Contractor shall adhere to the following specific indications in addition to those listed above when producing the contract documents for the project:

15.1 FACILITIES

Construction industry professionals generally follow symbols, graphic connections, abbreviations, etc., as recommended by the American Institute of Architects and Architectural Graphic Standard. All of the following types of drawings are required with scale as indicated for construction of structures:

· Title sheet with Index and site plan, location plan, and scales as previously stated.

· Floor plans minimum scale 1/8" = 1'0".

· Building elevations minimum scale 1/8" = 1'0".

· Wall sections minimum scale 3/4" = 1'0".

· Building - cross section minimum scale 1/8" - 1'0".

· Building - long section minimum scale 1/8" = 1'0".

· Enlarged partial floor plans such as toilets, entrances, etc. to explain the construction.

· Stair floor plans including sections, number of risers in each flight, size or riser treads and nosing clearly spelled out.

· Detail sheets as required explaining complicated construction.

· Door schedules, window schedules and finish schedules.

· Special details shall have a scale multiplier of 1/8" = 1'0", up to 3" = 1'0", or as approved by the DCANG Base Civil Engineer.

Where sections are cut, they must be uniform and indicating section numbers, sheet number where section is cut and sheet number where section appears. This section should not be limited to a standard detail size. In showing special details, frequently it requires special sizes to show special design.

15.2 UTILITIES:

Utility Drawings shall be drawn in accordance with the following specifications:

· PLAN: The plan shall be at the top of the drawing with north pointing toward the top or left side of the drawing.

· SCALE: Scale shall be 1" = 50'.

· METHOD OF INDICATING LOCATION: Generally, sewers and manholes within streets and adjacent developed areas shall be located in plan by dimensions from property markers or other well-defined physical features. However, in areas where physical features are not available and for all interceptor sewers, coordinates of man holes and bearings based on the Maryland State Coordinate System shall be used.

· PROFILE: The profile shall be shown under the plan sheet except where block plan is used. Where block plan is used, profile shall be shown on separate sheets.

· SCALE: Scale of all profiles for ordinary sewers shall be 1" = 50' horizontal; 1" = 50' vertical. Scale of profile for interceptors shall be 1" = 50' horizontal and 1" = 5' vertical with profile and plan on same sheet. Sewer profiles on straight sheets shall be shown to correct scale. On curved streets horizontal distances between structures shall be plotted using length of street centerline between radial projections to structures. The true length between structures shall be shown by figures.

12 TITLE BLOCK SAMPLE

All title blocks on all sheets will be the same and communicate in a consistent fashion, the following information:

· Sheet Number

· Primary and Secondary Drawing Title (Primary Title indicates the category, i.e. “Partition Plan”, Secondary Title indicates specific, i.e. “Second Floor – West Wing”, etc.)

· Project Title and Address

· Drawing Scale

· Initials of Designer and Drafter or CADD Operator

· Project Number

· Submission Type and Date Issued

· Consultant Logo and Address (on applicable drawings only)

· ANG/CE Logo

· Key Plan (where applicable)

All lettering in Title Blocks shall be mechanically produced. The Title Blocks shall be formatted as illustrated in the sample below. Title sections may be adjusted at the discretion of the Contractor to adequately fit the Drawing Titles:

ANG FACILITY ENERGY BUDGET AND DESIGN DATA

DESIGN DATA:

c. Outside Design Temperature:

e. Wind [ASCE 7-88 (Formerly ANSI A58.1)]:

10 knots

NW

(2)Mean Speed:

(3)Prevailing Direction:

Sources: AFM 88-29; AFM 88-3, Ch 1, 13; US Dept. of Commerce, Weather Bureau; Uniform Building Code, Tab D- ETL 01-1-1

17 INSTALLATION RESTORATION PROGRAM (IRP)

The Base Civil Engineer must ensure that project siting does not conflict with an IRP site. The purpose of this documentation is to show the proposed project site in relation to IRP sites and to identify any resulting site development restrictions.

17.1 Provide a map showing the proposed project location and base IRP sites. If possible, use the location map from the base IRP report.

17.2. Generally, new facilities and facility additions cannot be located on an IRP site, unless the site has been or will be cleared via Decision Document or actual clean up. If the project involves one of these sites, provide a current status report on the IRP site, including a realistic date for final clearing.

17.3. Contact ANGRC/CEVR for any questions related to IRP. The local Environmental Coordinator for the DCANG is Capt. Samuel Richardson, (240) 857-0434.

17.4. The nearest IRP sites relative to this project are not on DCANG property and, therefore, are not a consideration.

18 TAB "A”: SPECIFIC REQUIREMENTS

18.1 SPECIFIC REQUIREMENTS

Contractor shall refer to ANGETL 01-1-1, Tab “D”, for general criteria for planning and design required for the scope of work. Specific requirements in this section shall be in addition to those described in the general requirements and in Tab “D”. Wherever the specific requirements differ from the general requirements and criteria, the specific requirements shall take precedence.

18.2 Architectural Intent and Design Criteria

The Contractor shall provide a design services that will provide product a complete and usable facility that satisfies the requirements identified in the building criteria. The design solution shall be architecturally compatible to the facility requirements without giving the appearance of waste or excessive cost. The design of the facility shall be responsive to local standards and regional materials. Design solution must be capable of being constructed within the maximum construction cost (MCC) limitation.

18.3 MATERIALS

The building exterior materials shall comply with the Andrews Air Force Base Exterior Design Standards as described below:

The materials used in the building interior shall comply with the performance specifications described in ANG ETL 01-1-1 (Refer to Tab “D”). The Contractor shall coordinate interior material selection with BCE to ensure that selections for project are compatible with the DCANG performance and design standards. Material selection shall be presented for review and approval at the time of the Concept Submittal.

18.4 INVESTIGATION

Contractor shall evaluate space requirements for functional areas and provide report of space requirements findings to include, but not limited to, SF, staff and functional requirements, adjacency requirements, circulation and security requirements. This shall be accomplished using Air National Guard handbook 32-1084 Facility Space Standards Revised 27 January 2015.

Contractor shall be required to conduct investigations to address the general repair and upgrades required to achieve compliance with AT/FP (dtd 9 FEB 2012).

18.4.1 Exterior Repairs and Alterations

Exterior repairs should address specifically the possibility of site improvements, and pavements.

18.4.2 General Interior Repairs and Alterations

Design will include general repair and upgrade to electrical, mechanical and fire systems.

18.4.1 Anti-Terrorism Force Protection (AT/FP)

All work shall comply with current AT/FP (dtd 9 FEB 2012 standards, UFC 4-010-01, dtd 08 Oct 2003, and meet current Base standards.

19 SUBMITTALS (AF Form 3000):

Design submissions, material samples, manufacturer’s descriptive matter, shop drawings sheets (insulation, duct work, duct sealant), and certificates of conformance or compliance shall be furnished to the Contracting Officer in 4 copies for approval. No material shall be delivered to the job site prior to approval.

20 BASE REGULATIONS

The Contractor shall conform to all Base Regulations and directives pertaining to security, safety, traffic, fire, and publication:

The latest issue of the following publications, including their revisions and any publications referenced in this Statement of Work form a part of the Technical Requirements of this project. The contractor is responsible for obtaining these publications so that he can comply with their requirements throughout the investigation and design of the project. Publications of Government agencies may be purchased from:

Superintendent of Documents

U. S. Government Printing Office

Washington, D. C. 20401

Air Force Regulations (AFR), Manuals (AFM), Pamphlets (AFP) and Air National Guard Regulations (ANGR), Manuals (ANGM), Pamphlets (ANGP), (ANG-ETL’s) Engineering Technical Letters, and Military Handbooks (MIL-HDBK). In particular:

MIL-HDBK-1190 Facility Planning and Design Guide

MIL-HDBK-1022A (10.4) Facility Planning and Design Guide

ANGETL 10-03 ANG Design Objectives and Procedures

ANGETL 01-1-1 ANG Design Policy

Military Specifications and Federal Specifications may be obtained from:

Naval Publications and Forms Center

5801 Tabor Avenue

Philadelphia, PA 19120

Miscellaneous:

AFOSH Guide and Date Book

Applicable Industry Standards

FED-STD-795 (Uniform Federal Accessibility Std)

National Electric Code 2011

Unified Facilities Criteria (UFC) 3-530-01 Design: Interiors, Exterior Lighting and Controls

The Contractor shall be responsible for providing and placing all barricades, lighting, and safety devices during any of his activities. These include but are not limited to ANG ETL 01-1-1, AF All applicable regulations shall be provided by the 113th engineering office or the 113th safety office.

21 COORDINATION OF WORK OPERATIONS/DUTY HOURS

21.1 The Contractor, prior to starting any work under this contract, shall coordinate all of his work operations with the COR. The Contractor shall have a superintendent who speaks, reads, writes, and understands the English language to act for the Contractor, and shall be available on the job site throughout each workday.

21.2 If the Contractor desires to carry on work outside the regular hours, (0700-1530) or on Saturdays, Sundays, or Holidays, he shall submit an application to the Contracting Officer or the COR. All work outside of regular hours is at the discretion of the Technical COR and must be approved by the COR and the Contracting Officer. If work outside of regular hours is approved, the Contractor shall allow three days’ time to enable satisfactory arrangements to be made by the Government for inspecting the work in progress.

22 PROTECTION OF PROPERTY

Any damage or theft caused directly or indirectly to Government or private property on the base by the Contractor's operations shall be repaired or replaced by the Contractor to the satisfaction of the Contracting Officer or the COR at no additional cost to the Government.

23 WORK CLEARANCE FORM

Contractor shall fill out online work clearance form. https://eprotools.eglin.af.mil/ . Contractor is responsible for completion of the work clearance prior to digging.

24 CONTRACTOR STORAGE

Contractor may store equipment overnight for the duration of the project. All storage areas must be coordinated with the COR. Contractor may use office trailer that must be removed before end of the project.

25 INTERRUPTION OF UTILITIES

The Contractor shall not interrupt existing utilities on the Base without first obtaining prior written permission from the Contracting Officer or the Technical Representative, a minimum of fourteen (14) calendar days in advance. The request, in writing, for any desired outage, shall state the date and duration of proposed outage.

26 REMOVAL AND SALVAGE

Materials produced in demolition or removed shall be classified by the COR, as either salvage or debris.

26.1 Materials classified by the COR as salvage shall be handled and disposed of as directed. Materials classified as debris shall be disposed of by the Contractor.

27 CLEAN-UP

The Contractor shall thoroughly police or clean the job site at the end of each work day. At the completion of the job requirements and prior to final acceptance inspection, all dirt, debris, and salvable material shall be removed from the site and ensure all areas are restored to original state of cleanliness

28 DISPOSAL OF GENERAL CONSTRUCTION WASTE

The Contractor shall dispose of all salvage, excess, and waste materials as directed by the COR. Materials removed from the project shall remain the property of the Government and shall be classified by the decision of the COR, as either salvage or debris. An example of the Construction Demolition Waste Report (CDWR) is included in this package. The contractor shall recycle all old concrete/asphalt. Total tonnage of all recycled waste shall be put on the CDWR.

29 SEVERE WEATHER WARNING REQUIREMENTS

When notified by the COR that a severe weather warning has been issued for the area in which construction is being performed, the Contractor shall immediately take action to tie down, or otherwise secure, structures, materials, and equipment on the job site that could become missiles as a result of strong surface winds, thunderstorms, or other weather-related conditions. The requirements are applicable twenty-four (24) hours a day, seven (7) days a week.

30 ENVIRONMENTAL PROTECTION:

30.1 The Contractor shall provide and maintain environmental protection during the life of the contract as defined herein. Environmental protection shall be provided to correct conditions that might endanger the environment during normal construction operations.

Definition of Contaminants:

12.10 Solid Waste: Discarded solid materials resulting from construction activities.

12.11 Rubbish: A variety of combustible and noncombustible wastes such as paper, boxes, glass, crockery, metal and lumber scrap, tin cans, and bones.

12.12 Debris: Combustible and noncombustible wastes such as ashes and waste materials resulting from demolition and construction work.

12.13 Chemical Waste - Petroleum products, bituminous materials, salts, acids, alkalis, herbicides, pesticides, organic chemicals, and inorganic wastes.

12.14 Sanitary Wastes:

· Sewage - Waste which is considered as domestic sanitary sewage.

· Garbage - Refuse and scraps resulting from preparation of food.

12.15 Rubble - Fill materials generated from non-reinforced concrete, masonry, asphalt construction, and natural earth resulting from excavations.

30.2 Upon completion and acceptance of the construction, the Contractor shall demolish any signs of temporary construction facilities such as work areas, structures, foundations of temporary structures, stockpiles of excess or waste materials, and other vestiges of construction.

30.3 Garbage - Garbage shall be disposed, by the Contractor, off base. Garbage shall be kept in sealed metal containers until disposal is affected. The preparation, cooking, or disposal of food on the project site is strictly prohibited.

30.4 Chemical Waste - Chemical wastes shall be stored in corrosion resistant containers and shall be disposed at least monthly, unless directed otherwise. Disposal of chemical wastes shall be in accordance with Federal, State, and Local requirements. Fueling and lubricating of equipment and motor vehicles shall be conducted in a manner that affords the maximum protection against spills and evaporation. Lubricants and burned oils to be discarded shall be disposed in accordance with approved procedures meeting Federal, State, and Local regulations. The COR shall be notified of oil and hazardous material spills which may be large enough to violate Federal, State, and Local regulations.

30.5 Dust Control: Dust shall be minimized at all times; including, non-work hours, weekends, and Federal legal holidays. Soils, at the site and other areas disturbed by the Contractor's operations, shall be sprinkled or treated with dust suppressors as necessary to control dust. Dry power brooming shall not be permitted. Vacuuming, wet mopping, wet sweeping, or wet power brooming shall be practiced instead. Air blowing shall be permitted only for cleaning off non-particulate debris as from reinforcing bars. Sandblasting shall not be permitted unless the dust therefrom is confined. Only wet cutting of concrete blocks, concrete, and asphalt shall be permitted. Unnecessary shaking of bags shall not be permitted where concrete mortar and plaster milling is done.

30.6 Noise: The maximum use of "low-noise-emission products", as certified by the Environmental Protection Agency, shall be made when available. Blasting or explosives shall not be permitted. This information can be found on the EPA’s web site (www.epa.gov)

30.7 The contractor shall install silt fencing around the construction area to keep runoff minimalized during construction.

31 Hazardous Material Usage

31.1 The contractor shall maintain Contractor HM Identification Form for HM on the job site for inspection/verification.

31.2 Contracting Officer's Representative shall verify that the HM identified to HMP is the only HM in use on the job site.

31.3 Contractors shall provide the HMP the following:

· List of each material and quantity of material for all proposed HM. Hazardous Material (HM) shall mean any item that is:

· A health hazard or physical hazard as defined in 29 CFR, 1910.1200(c)

· Regulated in its disposal by EPA under 40 CFR.

· Hazardous as defined by DOT regulations under 49 CFR.

· Hazardous as defined by the Dangerous Goods Regulations of the International Air Transport Association.

· A material safety data sheet (MSDS) for each item on the list.

31.4 The contractor shall establish his/her own HM storage and issue location that complies with federal, state and local environmental regulations. Materials issued shall be tracked for quantities used. Unused materials shall be inventoried and removed from the ANG installation prior to close out of the contract or expiration date of the HM. Reports of materials delivered, used and removed from the installation shall be submitted to the Contracting Officer monthly and prior to contract close out.

31.5 The contractor shall comply with all federal, state and local environmental standards.

31.6 The contractor shall accompany the Base Environmental Engineer (BEE) on project close out inspection to ensure all used/unused HM was removed from the installation.

32 PRELIMINARY AND FINAL INSPECTION

The Contractor shall coordinate with the Contracting Officer Representative in advance of project completion to allow scheduling of preliminary and final inspections. These inspections are considered part of the contract performance period.

33 AS-BUILT DRAWINGS

When contract is completed As-built drawings shall be submitted by the contractor.

34 SAFETY AND ACCIDENT PREVENTION

34.1 OCCUPATIONAL SAFETY: The Contractor shall be subject to no-notice inspections under Occupational Safety and Health Act (OSHA) Program by inspectors of the Department of Labor.

34.2 GENERAL SAFETY REQUIREMENTS:

34.2.1 Provide a safe and healthful workplace for employees while performing the contract work.

34.2.2 Supply each employee with personal protective equipment. This equipment includes but is not limited to protection for the eyes, face, head, and extremities.

34.2.3 Use the proper protective equipment for the work performed.

34.2.4 Obey the posted base speed limits. Wear Seat belts on base IAW AFI 91-207.

34.2.5 Report Contractor accidents involving injury to COR/Contracting Officer or damage to Government property to the Contracting Officer, 113th DC ANG CONS (240) 857-0076 and the Andrews Ground Safety Officer, (240) 857-5039.

34.2.6 Familiarize yourself and comply with the general safety requirements IAW DOL regulations, OSHA 29 CFR Part 1926, as well as applicable AFOSH standards and AFRs. These standards and AFRs are available in the Ground Safety Office, Building 3252.

34.2.7. Required publications:

AFM 91-201

Explosives Safety Standard

AFOSH 161-4

Asbestos and PPE

AFOSH 91-4

Ladders

AFOSH 91-5

Welding, Cutting, Brazing

AFOSH 91-25

Confined Spaces

NEC

Electrical Work

AFOSH 91-25

Confined Space Entry

35 POST AWARD REQUIRMENTS:

35.1 Within 10 days contractor shall provide Construction Progress Schedule (AF 3064) and material submittals (AF form 3000) for all materials being used on the project. Electronic or three hard copies is acceptable. Upon review, one copy signed copy of the AF 3000 shall be returned to the Contractor. Submittals shall be reviewed by COR and returned within 7 calendar days of receipt. Product selections must be clearly identified on each submittal. General catalog sheets without specific selections shall be rejected.

35.2 When work commences, a signed daily report shall be submitted to the Contracting Officer by 10:00 AM on the working day following the day the work was performed. The daily report format shall be at the discretion of the Contractor.

35.3 Joint Progress reports will be accomplished on a bi-weekly schedule between the general contractor and the COR. This will determine the amount of work completed in the previous two week period and cumulative total to date. The Joint Progress Report will determine the Wide Area Work Flow invoice amount. See also specific instruction in Section 00800.

35.4 Meetings shall include the following but not limited to:

· Pre-Construction Meeting

· Bi- weekly Progress Meetings

· Closeout Meetings (30 and 14 days prior to Substantial Completion)

All meeting are at no additional cost to the Government

35.5 The contractor shall visit the site and attend meetings as required with the Contracting Officer to meet with the DCANG Base Civil Engineer, using agencies and any others who will supply information for this project. All conferences, meetings and decisional telephone conversations, etc., shall be recorded by the contractor as soon as possible and comments, minutes submitted no later than three working days after the meeting to the Contracting Officer with copies sent to the DCANG Base Civil Engineer.

35.6 Approved Construction Documents: The final construction document submission package will be submitted by the contractor for approval by the government. The government will have 5 days to take approval action.

36 GUARANTEE/WARRANTY

Contractor shall guarantee all equipment, material, and workmanship for a period of one

(1) year from date of acceptance. Any defects in equipment, workmanship, or material that may appear, or because trouble of any kind shall be remedied free of charge for a period of one (1) year from date of acceptance. Manufacturer's Warranties shall be provided separately for all equipment and/or systems exceeding the one (1) year construction guarantee. Warranties shall be issued directly to the user (Government), dated, signed and in original format. Photocopies shall not be accepted. Refer to other section of these specifications for guarantees in excess of the requirements herein described.

37 AVAILABILITY AND USE OF UTILITY SERVICES

Water and electricity shall be furnished to the Contractor by the Government from the Government's existing system outlets and supplies to perform the work under this contract at no cost to the Contractor; however, the Government reserves the right to charge the contractor should it be deemed necessary. The location (s) of the temporary connection points shall be designated by the COR prior to permitting connections.

Electric energy shall not be used for resistance heating except within the Contractor's office trailer. The Contractor shall be responsible for providing toilets for use at the job site. The Contractor shall not be permitted to use Government telephone service.

38 OCCUPIED BUILDING

The Contractor shall be working around existing occupied buildings. The Contractor shall confine work operations and personnel to the specified areas of construction unless otherwise authorized by the COR.

39 VEHICLE AND PERSONAL PASS

The Contractor shall obtain authorization/application for Visitor/Vehicle Pass from the COR. On the last workday on the contractor's visit, the Visitor/Vehicle Pass shall be turned in to the COR for proper disposal. If passes are not returned, the Contractor may not receive final payment.

40 CLEANLINESS

The Contractor shall protect Government property and furnishings that may be in, or adjacent to, the work area with appropriate clean drop cloths, barricades, dust-stops, or other provisions as determined by, or approved by, the COR prior to starting work. The Contractor shall remove debris, tools, and equipment when work is completed in that particular area.

41 CLOSE-OUT PROCEDURES

Contractor shall provide the Original Warranties, Operations & Maintenance Manuals and a completed DD Form 1354 (Transfer and Acceptance of Military Real Property).

The DD Form 1354 is utilized to capitalize real property and itemize all relevant installed equipment systems. Forms and procedures may be obtained from the Contracting Officer's Representative. Final Release of Claims shall also be required in order to receive final payment.

42 Quality Assurance Program

42.1 The government shall evaluate the contractor's performance under this contract. All surveillance observations shall be recorded by a government representative. When an observation indicates deficient or defective performance, the COR shall request the contractor's representative initial the observation.

42.2 Government verification inspections of services shall not constitute acceptance nor replace the contractor’s inspection or in any way relieve the contractor of any responsibility to take all actions necessary to assure highest quality of service rendered.

42.3 The contractor shall maintain a current list of employees. The list shall include the employee's name, government identification number, contact information, and residence information. The list shall be validated and signed by the contractor and provided to the COR. Updated lists shall be provided when an employee's status or info.

43 DAILY REPORT TO INSPECTOR

When work commences, a signed daily report shall be submitted to the Contracting Officer Representative by 10:00 AM on the working day following the day the work was performed. The daily report format shall be at the discretion of the Contractor.

44 WEEKLY PROJECT MEETING

Contractor shall hold weekly meetings with COR and all necessary parties. Contractor shall take meeting minutes and submit them by 10:00 AM two business days before the next weekly meeting. During the weekly meetings the contractor shall update the COR with the following information:

· Submittals Log

· Two week look ahead

· Work that occurred since the last meeting

· RFI Log, Current RFIs and upcoming RFIs

· Upcoming meetings

· Long led time items

· Any delay that has/may occur � EMBED AutoCAD.Drawing.15 ���

Submission Information (Rev #, Date Issued, Description, Initials of person making Revisions)

Reviewer Initials

Drawing Scale

Drawing Date

Project Number

Primary & Secondary Drawing Title

Designer Initials

Project Title and Address

Sheet Number

A-E Project Number

Drafter Initials

A-E Logo

Submission Type

ANG/CE Logo

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