LKTC121068_SOW.pdf

LKTC 12‐1068 CNST 799 ABS Communications Storage Facility Creech Air Force Base, Nevada Solicitation FA4861‐13‐R‐A012

Attachment #2

STATEMENT OF WORK

FOR

LKTC 12-1068 Construct 799 ABS Communications Storage Facility

CREECH AIR FORCE BASE, NEVADA

OFFICE OF THE BASE CIVIL ENGINEER

2 July 2013

SPECIFICATION INDEX

SPECIFICATION INDEX

DIVISION 1 GENERAL REQUIREMENTS DATED PAGES

Cover Sheet 2 July 2013 1

Specification Index 2 July 2013 1

01 11 00 Summary of Work 2 July 2013 49

01 33 00 Submittal Procedures with AF Form 66, Schedule of Material Submittals

2 July 2013 6

APPENDICES DATED PAGES

Nellis-Creech Installation Development and Design (ID2) Handbook

August 2011 146

UFC 3-550-01 Exterior Electrical Power Distribution

1 July 2012 54

UFC 3-580-01 Telecommunications Building Cabling Systems Planning and Design

22 June 2007 45

UFC 3-600-01 Fire Protection Engineering for Facilities

1 March 2013 158

UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings

9 Feb 2012 103

UFC 4-021-01 Design and O&M: Mass Notification Systems

January 2010 94

Section 27 10 00 Building Telecommunications Cabling System June 2012 26

8 Base Fire Protection Standards 26 June 2013 7

9 Utility Meter Requirements 12 July 2012 1

Environmental Permits/Authority to Proceed Guidance

7 June 2013 2

11 Location Plan & Floor Plan Undated 3

12 Utility Maps – Electrical, Water, Sewer, Comm Undated 4

13 Connection Charge Agreement 17 June 2013 2

Specifications and Drawings for Underground Electric Distribution

June 2000 91

Summary of Work 01 11 00 ‐ 1

SECTION 01 11 00

SUMMARY OF WORK

1. PART 1 – GENERAL

1.1 SUMMARY

Description: Contractor shall furnish all design, labor, equipment, material, manufactured articles, transportation, supervision, and all else necessary to perform all operations in connection with successfully completing the project LKTC 12-1068 CNST 799 ABS Comm. Flight Storage Facility as specified herein, as required per attached specifications and referenced documents, and as shown on attached project drawings. The Contract will govern in the case of any conflicts with this section.

1.1.1 Definitions:

1.1.1.1 Contracting Officer: The term Contracting Officer refers to the Contracting Officer or his/her contract specialist, and the term Contractor refers to the general contractor. The general contractor is responsible for all subcontractors, suppliers, and consultants under his employ.

1.1.1.2 Contracting Officer’s Representative: The Base Civil Engineer or his authorized representative is designated as the Contracting Officer's Representative (COR) (Construction Manager), for the purpose of technical surveillance and evaluation of the work performed under this contract. This designation in no way authorizes anyone other than the Contracting Officer to commit the Government to changes in the terms of the contract.

1.2 LOCATION: The project site is located at Creech AFB.

1.2.1 Creech AFB is located approximately 55 miles north of Las Vegas, Nevada on Highway US-95. The specific project location is indicated on drawings accompanying this contract.

1.3 DESCRIPTION OF WORK

1.4 LKTC 12-1068- Storage Facility

1.4.1 SCOPE OF WORK:

1.4.1.1 Provide a clear span pre-engineered building (PEB) with reinforced concrete foundation and floor slab. The facility meets all applicable design requirements to include local wind and seismic loads. Provide a standing seam metal roof system with a minimum slope of 3:12.

The PEB shall not be less than 2,400 (approx. 40’L x 60’W) gross square feet. The minimum eave height of the PEB shall be 16 feet. The finished PEB shall be complete with HVAC, plumbing, electrical, communications, fire alarm, mass notification system, and lightning protection. The contractor shall provide a 10’x10’ communications room, mechanical room, one lockable private

Summary of Work 01 11 00 ‐ 2 office for 2-3 personnel; one lockable private office for two personnel, and one restroom. The remaining space shall be left for open and secure storage area. Provide power and communications support for possible future systems furniture. The site is currently vacant as shown on the location images (See Appendix 11: Location Plan). AT/FP standards must be withheld for spacing away from building 69 and away from Third Street. The contractor shall not demolish any portion of the nearest existing asphalt road, E street. The scope also includes providing all utility services to the building, including but not limited to tie-in of sanitary sewer, domestic and fire water, electrical and communications (See Appendix 12: Utility Maps). Note: This project is subject to the minor construction statutory cost limit of $750,000.

1.4.1.2 SITE WORK

1.4.1.2.1 Provide appropriate grading and drainage for area surrounding the facility.

Surrounding earthed areas shall be sloped a minimum of two percent away from the building. Direct runoff to an acceptable drainage course, curb & gutter/swale (no ponding). Provide gutters and downspouts with appropriate sized concrete splash blocks below downspouts. The color of the gutters and downspouts shall match that of the facility.

1.4.1.2.2 Contractors shall cut out curb and provide 5’-wide concrete sidewalk leading to the main entrance of the building located on the east side of the facility. Concrete landings shall be installed outside all other exterior doors. Concrete landing around the west entrance shall be large enough for future table and chairs to act as a break area.

1.4.1.2.3 Contractor shall cut out curb area and install concrete loading path perpendicular with the side rollup door on the new facility. The pathway shall be wide enough and steel reinforced to support forklift operations. The new pathway shall also include a removable bollard system close to the road so to protect the building during non-loading/unloading periods. Minimum of two concrete embedded steel bollards shall be installed near both ends of the rollup door.

1.4.1.2.4 Landscaping shall include landscaping rock around the facility. Landscaping rock shall be ¾” crushed granite, rebel red in color, to a minimum depth of 3”. Weed block fabric and weed prevention spray shall be applied to the areas surrounding the building prior to installation of rock. Provide 15-gallon landscaping shrubs/bushes to include an automatic drip irrigation system.

The landscaping shrubs shall be limited to around the break area and shall be a decorative mixture of grasses and bushes from the approved list in the Nellis-Creech ID2 standards. Plant type and location will be specified during design.

1.4.1.3 ARCHITECTURAL

1.4.1.3.1 Finishes. One of the six (6) pre-approved Architectural and Interior Design Standards schemes will be used as a basis for the color scheme for this project. The schemes are available in 3-ring binders and are located in Bldg 812, 99 CES/CENMP, at Nellis AFB.

1.4.1.3.1.1 Walls: All interior walls shall be insulated, dry walled, and painted. Provide a textured spray finish and apply two coats of satin paint.

1.4.1.3.1.2 Floor Covering: Provide antistatic vinyl composition tile in offices. Four inch (4”)

Summary of Work 01 11 00 ‐ 3 vinyl cove base shall also be installed along all walls. Provide a sealed concrete floor for the storage area, bathroom, mechanical room, and communications room. Apply electrostatic discharge ESD coating on the floor in the communications room.

1.4.1.3.1.3 Ceiling: Provide a hard lid (gypsum board) on the offices, restroom, mechanical room and communications room. Provide a minimum of 12 inches of clearance between communications cable tray and hard lid in the communications room.

1.4.1.3.2 Interior Doors: Provide four 3070 stainable solid core oak wood doors, with metal frames. All interior door locksets shall be BMHA series 4000m Grade 1. Lever handles shall be provided. Provide Best Lock Co. locksets or locks compatible with “Best”.

1.4.1.3.3 Exterior Doors: Contractor shall provide one double and four single 3070 insulated hollow metal doors with metal frames and appropriate hardware. Provide a 10’Wx12’H galvanized steel, energy efficient motorized rollup door with manual override for equipment storage operations from E Street road. Provide “Best” locksets or locks compatible with “Best”. Communications room door shall have a 5 button mechanical lock that is a Simplex L1031 model or similar model approved by the Government. The two single exterior doors shall be cipher lock accessible. Finishes of all exit devices shall be Satin Medium Bronze. All exterior hollow metal doors and frames shall be painted. Thresholds shall be medium bronze-anodized extruded aluminum. Exposed rubber stops on holders, stops and bumpers shall be gray.

1.4.1.3.4 Secure Storage Area: Contractor shall provide fully enclosed metal secure storage area. The access door shall be wide enough for pallet traffic. The access door lock shall be 7-pin cipher lock.

1.4.1.3.5 Each office shall be key lockable and include a minimum of one interior window that provides a good visual on the storage areas.

1.4.1.3.6 Restroom: Provide plumbing fixtures to include 1 water closet, 1 sink, 1 faucet, 1 mirror, and laminate countertop with bathroom base cabinets. Provide minimum one (1) outlet by the mirror, lights above the mirror, and a floor drain. Install a 4-foot high ceramic tile wainscot.

Provide a switch controlled ventilation system. Also provide wall mounted toilet paper dispensers.

Contractor shall provide sample colors, pictures, and specifications of required items stated above for approval by the government before any purchase or installation for the rest room has begun.

1.4.1.4 FIRE PROTECTION AND MASS NOTIFICATION SYSTEM

1.4.1.4.1 The contractor shall have a qualified Fire Protection Engineer (FPE) as part of the design team.

1.4.1.4.2 Design the egress to comply with Air Force and DOD criteria. Additionally, all egress doors shall be opened with a single action in case of an emergency. For additional requirements, refer to Appendix 8 Base Fire Protection Standards and Appendix 4 UFC 3-600-01 Fire Protection Engineering for Facilities.

Summary of Work 01 11 00 ‐ 4

1.4.1.4.3 The design and installation of a mass notification system is required. Unified Facilities Criteria (UFC) 4-021-01 Design and O&M: Mass Notification Systems requirements apply.

1.4.1.4.4 Fire alarm and mass notification system controls shall be combined in a single, addressable panel. The Mass Notification Systems panel shall be a unit that allows two-way control from facility to 9-1-1 dispatch. All transmitters or transmission devices shall match the base reporting system which is a radio type system using a Monaco D21 receiver.

1.4.1.4.5 Transceivers installed shall be compatible with the Creech AFB Fire Department’s monitoring system.

1.4.1.5 COMMUNICATIONS & INTERIOR ELECTRICAL:

1.4.1.5.1 Provide two 4” conduits with three each, 3” 3-cell fabric inner duct in each conduit.

Install 25 pair copper from new communications room to CMH-11 with a 30’ service loop in the manhole (shown in comm. siting drawing). Install 12 strands of SM FO from the new communications room to building 64 via manhole 10 (patch panel location to be determined by 799th ABS/SC). Do not install or mix copper cable and fiber cable in the same conduit. One of the fabric inner ducts shall be detectable (tracer wire embedded in fabric). Contractor will provide/install additional patch panels in Building 64 for FO and copper if patch panel space on existing panels is not available.

Communications conduits shall be 36” below grade.

1.4.1.5.2 Jacket color for all unclassified fiber and copper shall be Green (NIPRNet, Data, & Voice).

1.4.1.5.3 Provide Communication Drop Points and dedicated 20A electrical outlets and circuits at various work station locations. Provide cable trays for the communications distribution system.

Bond cable tray to facility ground (Cable tray sections are to be bonded as per specs). Install TMGB in communications room for grounding as per standards. Provide drawings that accurately depict network configuration and cable plant.

1.4.1.5.4 Provide & install 1 data cabinet (1 NIPR), with wire management panels, in communications room, 78"H x 29"W x 42"D. Cabinets will be installed in accordance with earthquake safety standards and bonded to facility ground. Provide dedicated 20 amp, 120 Volt, duplex outlet to each cabinet, via ceiling drop. Install TMGB in communications room for grounding as per standards.

1.4.1.5.5 Install all patch panels in each data cabinet to meet port growth + 20%. Cat 6 patch panels will be configured in common patch style.

1.4.1.5.6 Provide approximately 10 quad Cat6 outlet boxes (40 Cat 6 drops). Provide 25’ maintenance loop only for ceiling installed CAT6 wiring (for outlet install by others). Use standard maintenance length for wall outlet boxes.

1.4.1.5.7 Contractor shall perform all terminations to the data cabinet.

Summary of Work 01 11 00 ‐ 5

1.4.1.5.8 All Cat6 drops will be terminated at the contractor-installed patch panel in the communications room. Contractor shall provide and install additional patch panel, if required.

1.4.1.5.9 Lighting shall be provided in the Communications and Mechanical rooms.

1.4.1.6 EXTERIOR ELECTRICAL WORK: All work must be done in accordance with Appendix 2, UFC 3-550-01 Exterior Electrical Power Distribution, and ANSI C2 National Electric Safety Code.

1.4.1.6.1 Provide a brand new 75KVA-12.5KV – 208Y/120VAC oil filled loop feed transformer in same high voltage loop with existing 75 and 150 KVA transformers as shown on electrical connection map. Also ensure fuse protection exists at SW-080 for the three transformers.

The use of a rebuilt transformer will not be acceptable. Provide the necessary service panels for the load. Transformer shall be provided with copper windings, loading eyes, dial type thermometer, pressure release valve. The transformer shall have dead-front construction and feed-through terminals IAW the UFC. The transformer shall be provided with a fused primary switch.

1.4.1.6.2 Contractor shall make a new high voltage connection from SW-080 to support the new transformer and from the new transformer to existing T69 transformer. The connection from SW-080 to T69 shall be disconnected and pulled out in support of the new loop configuration plan.

Provide at least 3” of 4000 psi concrete encasement. Use schedule 40 PVC conduit. Bury conduit a minimum of 24” below roads/pavement and a minimum 18” below grade. Lay high voltage foil warning tracer tape one foot above concrete encasement.

1.4.1.6.3 Surge arrestors shall be General Electric or Ohio Brass non-porcelain, 9KV.

Underground cable shall be copper, 15KV insulation, 95KV, 133 percent BIL, XLP or EPR insulation.

1.4.1.6.4 Transformers and panels shall be grounded through a ground rod and proper grid.

The water pipe method is unacceptable.

1.4.1.6.5 Contractor shall install a minimum of six (6) building mounted lights. They shall follow the specifications as listed under section B.6 in the Nellis-Creech ID2 Handbook 2011.

1.4.1.7 Contractor shall install seven (7) lighting protection rods and proper grounding in accordance with specification document NFPA 780.

1.4.1.8 HEATING, VENTILATION, & AIR CONDITIONING:

1.4.1.8.1 Provide a dedicated HVAC system including thermostat for the Communications Room to meet the cooling requirements of the communications equipment.

1.4.1.8.2 The HVAC distribution system shall be completely ducted (both supply and return).

Provide VAV boxes. Perform air balancing for the entire facility, except for the Comm Room and

Summary of Work 01 11 00 ‐ 6 submit report to the government for review and approval.

1.4.1.8.3 Provide Energy Management Control System (EMCS) for units greater than 10 tons and connect to Local Area Network (LAN).

1.4.1.8.4 Provide Direct Digital Controls (DDC) that are manufactured by Johnson Controls and part of the Metasys System or an approved equal that is fully compatible with the base EMCS.

DDC shall have direct communication with base EMCS. Coordinate in advance with 799 ABS/SCX for IP addressing to connect EMCS system. Section B.7.3.11 in the Nellis-Creech ID2 Handbook provide requirements for controls system.

1.4.1.9 ENERGY CONSERVATION:

1.4.1.9.1 Provide water and electric meters. See Appendix 9 for utility meter requirements.

Electric meter shall be E-MON Class 3200 with BACnet MS/TP with display, or approved equal.

The water meter shall be McCrometer or approved equal with pulse output and minimum pickup of 5 gallons per minute or less. Also per energy policy, Contractor shall verify exact equipment and coordinate connection details with Energy Management Control System (EMCS) personnel at Creech AFB (CSC Contractor). Meters shall connect to project’s Johnson Controls based EMCS.

Contractor shall verify the information outputted from meters is properly routed to base-wide EMCS central connection point in the Creech AFB CE Compound. Advanced meters shall conform to Unified Facilities Guide Specifications (UFGS) for electric, gas, and water.

1.4.1.9.2 Use T-8 light bulbs with electronic ballasts throughout the facility.

1.4.1.9.3 Provide occupancy sensors. Sensors shall turn lights off after a room is unoccupied for 30 minutes.

1.4.1.9.4 Use water efficient water closets, urinals, and faucets. Use auto flush valves on urinals.

1.4.1.9.5 Use induction lighting fixtures for outdoor wall packs.

1.4.1.9.6 Thermal Insulation: Design new buildings that are 30 percent better than American Society of Heating, Refrigerating and Air Conditioning Engineers (ASHRAE) standards. So actual insulation should be 30% better than R-30 for roof, and R-19+15.6ci for walls.

1.4.1.10 Proposal Requirements: The contractor shall be required to provide a 10% design along with their cost proposal and, if awarded, shall complete the design in accordance with the Task Order and basic contract prior to commencing construction.

1.4.1.10.1 10% Design:

1.4.1.10.2 An acceptable submission for a Full Design-Build RFP shall reflect the final basic plan with sufficient detail to illustrate (as applicable) the structural, architectural, mechanical, electrical, and communications systems as well as the paving/grading/drainage plan, haul route and proposed storage site, designed to a 10% level. A detailed technical analysis shall be included in the

Summary of Work 01 11 00 ‐ 7 submittal. The technical analysis shall include all applicable items as listed below. Sufficient detail shall be provided so that the rationale for the design proposal is fully communicated. The technical analysis will include the rationale for material selections and the basis for the costs used in preparing the bid. The basic calculations needed to size the components of the project should be included. If information was not available or was not provided by the AF, the contractor shall state the assumptions on which his bid is based.

1.4.1.10.3 Technical Analysis:

1.4.1.10.4 Problem Identification: Description of the problem(s) and how the proposed design will solve the problem(s).

1.4.1.10.5 Site Description: Existing features and new work.

1.4.1.10.6 Architectural and Structural:

Structural calculations including design loads Consideration for seismic design Rationale for finish material and color selection Rationale for roof type selection Rationale for use of structural materials Design relationships to existing area facilities Manufacturers catalog cuts on appropriate materials

1.4.1.10.7 Mechanical:

Heating and air conditioning load calculations Ductwork/piping sizing calculations Rationale for selection of system operation mode over other system modes Rationale for selection of system materials and components Energy monitoring control system capability Type of control system Facility ventilation requirements and rationale and description of system selected to provide required ventilation Manufacturer’s catalog cuts on materials and equipment

1.4.1.10.8 Electrical

Rationale for selection of materials and fixtures Rationale for type of lighting selected Manufacturer’s catalog cuts on material and equipment

1.4.1.10.9 Communications

1.4.1.10.10 Water Supply and Waste Treatment Systems

Type of occupancy Rationale for type of systems installed

Summary of Work 01 11 00 ‐ 8

1.4.1.10.11 Fire Protection System

Requirements as indicated in regulations Single line drawing indicating arrangement of, smoke and/or heat detectors, special extinguishing systems and alarm systems Schedule of fire resistance ratings for fire walls, interior partitions and fire doors An analysis of fire exit requirements

1.4.1.10.12 Environmental Considerations

1.4.1.10.13 Energy Conservation

1.4.1.11 Drawings: Hard copies shall be half size (11” x 17”) paper and be clearly readable.

The use of redline schematics shall not be acceptable. Drawings shall be to the scale as normally used in professional practice, and including detailed schedules and legends appropriate to describe the design. Drawings shall be of sufficient detail to fully communicate the design concept.

1.4.1.11.1 Site Plan: Utilize scale which shows building site, relation to adjacent structures, existing utilities, additional utilities required, and other major site features. Scales for site plans shall be sufficiently large to clearly delineate building location, topographical, utilities, streets, roads and parking, vegetation and other pertinent data. Show all site amenities.

1.4.1.11.2 Plans and elevations: Shall portray general layout and interfacing features even if such features are not in the contract area. Equipment to be included in the project shall be accurately located and scaled. All areas and equipment shall be identified. Areas shown on the floor plan but not included in the project shall be so designated by shading, outlining, or other clean concise means.

1.4.1.11.3 Scales: Shall be sufficiently large to clearly portray the work. Mechanical and electrical schematics shall be large enough so that relative features are proportionate and easily related to architectural plans and features.

1.4.1.11.4 Structural/Mechanical/Electrical: Provide general layout of major systems, utility support, and major design features. Connection points and method of connection to existing utilities shall be shown.

1.5 DESIGN LEVELS AND REQUIREMENTS

1.5.1 Design levels required for this project are 35%, 65%, 95% and 100%. Please see requirements below for each required level. Each level required shall include the requirements from the levels below it even if the previous level is not required for a particular project. For example, if 65% is not required the 95% shall include all 65% requirements as listed below.

1.5.2 35% Design: In general, documents which show the essential components of the proposed design and convey that the contractor fully understands the contract requirements and that his/her proposed price includes all required elements of work to complete the project. The documents will include the following minimum information, as applicable to each project:

drawings, contractor shall provide ten (10) hard copies and four (4) electronic copies (Adobe

Summary of Work 01 11 00 ‐ 9

Acrobat PDF and AutoCAD) of the submittal documents, a list showing sections to be incorporated in the specifications, and any other design components relating to the 35% design as identified in the TO. Major mechanical and electrical equipment items shall be shown on the drawings with single line diagrams. All utilities and structures shall be shown, as well as, the paving/ grading/drainage plan, haul route, and contractor’s storage site.

1.5.2.1 Drawings: Drawings shall also include the following, as applicable:

1.5.2.1.1 Site Plans: All required controlling dimensions. Site plan showing proposed location of work including benchmarks, access from main roads, and surface or sub-surface drainage concepts. Utilize scale which shows building site, relation to adjacent structures, existing utilities, additional utilities required, and other major site features. Scales for site plans shall be sufficiently large to clearly delineate building location, topographical, utilities, streets, roads and parking, vegetation and other pertinent data. Show new and existing site amenities.

1.5.2.1.2 Plans and Elevations: Floor plans with dimensions and functional arrangement of all areas; including corridors, exits, stairs, and utility spaces properly related to exterior access, roads, parking, and service areas, etc. Individual treatment shall be given to items involving special design and/or deviations from accepted standards and of complex design. Gross floor areas shall be shown for each floor and for the entire building. Floor and roof framing, and loadings shall be indicated.

Built-in, installed, and specialized portable equipment shall be indicated to scale. Pertinent information regarding fire prevention and safety requirements shall be shown. Design live and wind loads shall be shown. Elevations shall include story heights, penetration, and adaptation to finished grades at the site. All plans and elevations shall portray general layout and interfacing features even if such features are not in the contract area. Equipment to be included in the project shall be accurately located and scaled. All project areas, project systems and equipment shall be identified.

Areas shown on the floor plan but not included in the project shall be so designated by shading, outlining, or other clean concise means.

1.5.2.1.3 Other Drawings: Shall depict the project accurately and shall show sufficient detail to convey the intended appearance and work scope of the project. Detail references, notes, and material indications shall be sufficient to thoroughly describe and index the work. Exterior and/or interior elevations shall be submitted when the project involves work on such surfaces. Provide demolition drawings as required. Provide interior and exterior finish schedule and door and hardware schedule.

1.5.2.1.4 Structural, Mechanical, Plumbing, Fire Protection, Electrical, and Tele- Communications: Provide general layout of major systems, utility support, and major design features. Clearly show and note project scope. Connection points and method of connection to existing utilities shall be shown.

1.5.2.1.5 Sections of structures, including framing, partitions, suspended ceilings, (if any), ducts, etc., shall be shown.

Summary of Work 01 11 00 ‐ 10

1.5.2.1.6 Typical wall sections shall be shown at a scale of no less than 3/4 inch = 1 foot.

Sections shall include material and thicknesses, methods of attachment, and type of windows with relation to supporting structural columns or walls.

1.5.2.1.7 For heating, air conditioning, mechanical ventilation and plumbing, and special features such as hoists, etc., indicate the location, capacity, and space requirements for all major items of mechanical equipment. Single line indication and riser diagrams of ducts, pipes, and equipment and their approximate location shall also be shown. Indication shall be made as to whether piping and duct work are exposed or concealed. Functional areas where pipes are exposed shall be delineated. Approximate operating range or capacity for heating, ventilation, air conditioning, and refrigeration equipment shall be clearly stated.

1.5.2.1.8 For electrical systems, indicate lighting arrangements, type of fixtures proposed, general light intensities, special electrical requirements of the user, including communications and electronic facilities where applicable, light and power service entrance and distribution arrangement.

Conduits, including those to be wired by others, shall be shown together with indication as to whether conduits are exposed. Functional areas having exposed conduits shall be delineated. Riser diagrams, showing service equipment, feeders, and panels, other than branch circuits, shall be shown. Cable sizes, current demand factors and the switch and panel board descriptions are not required at this time. Location capacity and space requirements of all major items of equipment shall be shown including interior substations with service equipment and panels. Power, communication, and electronic features shall be indicated in sufficient detail to identify requirements clearly and to indicate the means of satisfying the requirements.

1.5.2.1.9 Provide separate lists of all Government-furnished equipment to be installed by the contractor and equipment furnished and installed by the Government, if applicable.

1.5.2.1.10 Contractor must include all comments from the previous design review in the following design submittal. Contractor shall not submit the next design until the previous has been approved by the Government.

1.5.2.1.11 Scales: Shall be sufficiently large to clearly portray the work and include detailed schedules and legends appropriate to describe the design. Mechanical and electrical schematics shall be large enough so that relative features are proportionate and easily related to architectural plans and features. Hard copies shall be clearly readable. The use of redline schematics shall not be acceptable. Submission of drawings in the incorrect scale shall result in disapproval of the submittal.

1.5.2.2 Technical Analysis: A detailed technical analysis shall be included with each submittal. The technical analysis shall include all applicable items as listed below. The technical analysis will include the rationale for material selections and the basis for the costs used in preparing the cost estimate. The basic calculations needed to size the components of the project must be included. It is the responsibility of the Contractor to verify all recorded as-built conditions before the start of work; the Contractor shall include a survey of such conditions in their initial design analysis. Interior design parameters and an interior finish schedule shall be presented for initial review.

Summary of Work 01 11 00 ‐ 11

1.5.2.2.1 Problem Identification: Description of work and how the proposed design will meet the objective(s).

1.5.2.2.2 Site Description:

Earthwork calculations New facility orientation Description of project landscaping, vegetation, and trees Any applicable site restrictions Building utility connections to utility runs Storm drainage (Calculations and materials rationale) Parking and paving Topographical survey Soils test and reports

Architectural and Structural:

Space relationships and architectural configuration All structural calculations including design loads Consideration for seismic design Consideration for facility use by handicapped Rationale for finish material and color selection Rationale for roof type selection Sound attenuation design and supporting calculations Soil boring data, foundation design loads Rationale for use of structural materials Design relationships to existing area facilities Manufacturers catalog cuts on appropriate materials

Mechanical:

Heating and air conditioning load calculations Ductwork/piping sizing calculations Rationale for selection of system operation mode over other system modes Rationale for selection of system materials and components Corrosion control and cathodic protection procedures Energy monitoring control system compatibility Type of control system Facility ventilation requirements and rationale and description of system selected to provide required ventilation Description of system interconnection to fire protection system Manufacturer's catalog cuts on materials and equipment

Electrical:

All facility load calculations Rationale for selection of materials and fixtures Rationale for type of lighting selected Provisions for communications Manufacturer's catalog cuts on material and equipment

Summary of Work 01 11 00 ‐ 12

Water Supply and Waste Treatment Systems:

Type of occupancy Rationale for type of systems installed Interconnection to a central alarm panel Special considerations

Fire Protection System:

Requirements as indicated in regulations Single line drawing indicating arrangement of automatic sprinkler system, smoke and/or heat detectors, special extinguishing systems and alarm systems Schedule of fire resistance ratings for fire walls, interior partitions and fire doors An analysis of fire doors An analysis of fire exit requirements

Environmental Considerations:

Energy Conservation Consideration for solar and/or alternate energy use plus calculations for economic payback Other energy savings considerations; Economic payback analysis shall be included.

1.5.2.3 Specifications: An outline, using the CSI Masterformat, of those specifications proposed for use shall be submitted. Divisions 00 and sections of Division 01 relating to general and special provision, including material submittal lists, are not required at this stage.

1.5.3 65% Design: Documents building upon the 35% design, including drawings and the complete text of the specifications. The drawings will show an additional 30% progress in all disciplines which shall, except in rare cases, include site plans, floor plans, elevations, wall sections, details, and all other elements as identified in the 35% design. All cut sections and details shall also be shown on the drawings at this time. Any updated or corrected design analyses of architectural, structural, civil, electric, mechanical, and utility systems shall be included. 65% Design Level documents shall appropriately reflect 35% design review comments. The contractor shall provide ten (10) hard copies and four (4) electronic copies (Adobe Acrobat PDF) of the submittal.

Contractor must include all comments from the 65% design review in the 95% design submittal.

Contractor shall not submit 95% design until the 65% has been approved by the Government.

1.5.4 95% Design: Documents shall build upon the prior design submittal. This will include, for review, final and complete drawings, and specifications. All project requirements identified in the most current contract revision, site visit minutes, modifications, and review comments must be incorporated. The Contractor shall provide ten (10) hard copies and four (4) electronic copies (Adobe Acrobat PDF) of the submittal documents. Contractor shall not submit 100% design until the 95% has been approved by the Government.

1.5.4.1 Technical Analysis: Shall provide all answers to comments made on 65% submittal and form a complete and final analysis package.

Summary of Work 01 11 00 ‐ 13

1.5.4.2 Drawings: Shall provide a package of drawings, complete in all respects. The submitted drawings shall be dated with the date of the submittal and the cover sheet shall state that it is a 95% design submittal. Drawings shall include all applicable drawings from the following list:

Cover Sheet/Project Location Maps Index of drawings Haul routes Project location Site Plans:

o Building location and orientation o Existing topographic conditions plan o Grading and drainage plan including subsurface o Soils borings plan and logs o Airfield runways, taxiways, ramp, streets, roads, walks and parking including subsurface o Exterior utilities beyond five feet (5') building line. Details of connection into existing utilities.

o Landscape Plan and Plant Schedule (if applicable)

Architectural Drawings:

o Overall key floor plan with room legend o Foundation plan o Floor plan o Roof framing plan o Interior/exterior elevations o Interior/exterior details o Architectural sections and details o Interior color and finish schedules o Door and window schedules o Hardware schedule o Exterior building elevations o Architectural features o Mechanical-Heating, Ventilation, Air-Conditioning, Refrigeration Drawings:

o Details and flow plan systems layout, with tie-in to supporting utilities o Isometric riser diagrams o Fixture and equipment schedules

Plumbing and Fire Protection Drawings:

o Floor plan - system layout, tie-in to supporting utilities o Isometric riser diagrams o Fire Sprinkler system layout and connections o Details o Fixtures equipment schedules

Electrical Drawings:

Summary of Work 01 11 00 ‐ 14 o Floor plan with fixture location, circuiting, switching, convenience outlets-electrical service to equipment, and existing power panels o Panel board schedules o Electrical details, mountings, tie-in to existing, and supporting utilities o Single line electrical riser diagrams o Fire alarm system o Fixture and equipment schedules o Telephone, intercom, communications and paging system o Symbol list

1.5.4.3 Specifications: Shall provide a set of technical specifications complete in all respects, including bid schedule, material submittal schedule (AF Form 66), and a schematic construction schedule. The specifications, including all technical and special conditions, will be prepared to meet Government standards. References will be made to Federal Specifications, ASTM, ANSI, and trade standards when applicable to establish a uniform standard. The specifications will be tailored to define each test and submittal items required and fully describe all work to be done.

When Government-furnished material or equipment is to be used, a schedule of property or equipment will be prepared listing the item, description and quantity. If no Government-furnished material is to be used, the statement of work will include a statement that no Government-furnished will be used. Mandatory contract clauses or special provisions shall not be duplicated or modified by inclusion of similar or supplementing provisions in the specifications. A set of these provisions is available for review upon request.

1.5.4.4 Material Submittal Schedule: Shall identify on AF Form 66, "Schedule of Material Submittals", each item required to be submitted.

1.5.4.4.1 Items shall be separated in applicable CSI divisions, and appropriately headed.

1.5.4.4.2 Each shall identify clearly what is being submitted, the specification/drawing reference requiring the submittal, the number of copies required, and the required submission date (e.g., a submittal required within 10 days after the Notice to Proceed (NTP) for Construction is issued, shall be shown as "NTP + 10").

1.5.4.4.3 If more than one type of an item is to be submitted (e.g., Kitchen and Entry doors), each shall have a separate line item number.

1.5.4.5 Interior Design Scheme: Provide a complete Room Finish and Color Schedule in the construction documents. Schedule shall be coordinated with the Color Board.

1.5.4.6 Color Board: Submit material color samples of all materials and colors in project design. Materials shall be the latest products produced with those specified in the design. The color board shall be laid out to show the primary relationships of materials and colors. The room finish and color schedule shall be the primary reference for all materials and colors shown on the color board. Samples shall be installed on an 8-1/2"x11" foam core board. If more than one board in necessary to show all materials then boards shall be combined using a three ring binder. The color boards shall be submitted as part of the drawings and specifications at 65% submittal (Government

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Option), at 95% submittal, and at Final 100% Submittal. The 65% and 95% color boards shall be the property of the Contractor and shall be returned upon approval of submittal. The final, 100% color board, shall be the property of the Government and shall be submitted as an original document to the project.

1.5.4.7 Review Comments: Shall provide review comments and responses from the previous review.

1.5.5 100% Design: Documents building upon the prior design submittal which include final contractor accomplished corrections based on the Government's review of the prior design documents (drawings and specs). Contractor shall not start construction until directed by the Contracting Officer in writing to begin by means of a Notice to Proceed.

1.6 SITE VISIT: Contractors are urged to attend the site visit that will be scheduled by Base Contracting prior to the bid opening.

1.7 SINGLE, PRIME CONTRACT: The work will be constructed under a single, prime contract.

1.8 PERFORMANCE PERIODS & NOTICE(S) TO PROCEED:

1.8.1 The performance period for the design segment of this project is 120 calendar days after receipt of the Notice to Proceed. At the beginning of a project, after bonding has been submitted and approved, the Contracting Officer shall initiate a Notice to Proceed #1 (NTP1) so that the Contractor can perform design, initial material tests, get submittals approved, and mobilize equipment. This shall not occur until after the appropriate bonds have been received by the Contracting Officer after contract award. The Government review period for 35%, 65% and 95% design submittals is three weeks. Review period for 100% design is two weeks. The Contractor shall include review time in their design segment performance period.

1.8.2 The performance period for the construction portion of this project is 180 calendar days after receipt of the Notice to Proceed. At the beginning of the construction performance window, and if all necessary submittals have been approved by the Contracting Officer, the Contracting Officer shall initiate Notice to Proceed #2 (NTP2) to allow actual demolition and construction work to begin.

1.9 CODES & STANDARDS: All design and construction must be in compliance with the International Building Code (IBC) latest Edition, Department of Defense Unified Facilities Criteria Standards (UFC), all Public Laws (P.L.), Executive Orders (E.O.), Code of Federal Regulations (CFR), Department of Defense Instructions (DODI), Department of Defense Directives (DODD), and Clark County, State of Nevada, and Federal standards, codes, and laws or other higher authority documents as applicable. Any discrepancies between code or standards provisions and the contract documents shall immediately be brought to the Contracting Officer’s attention, and the more stringent requirements shall apply unless otherwise directed.

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1.9.1 COMMUNICATIONS SPECIFICATIONS: The design and construction of the communications system shall comply with the requirements stated in the following documents:

Section 271000 Building Telecommunications Cabling System; 38 EIG Handbook 33-01 Communications and Information FIRST FOUR HUNDRED FEET; Engineering Technical Letter (ETL) 02-12: Communications and Information System Criteria for Air Force Facilities; UFC 3-580- 01 Telecommunications Building Cabling Systems Planning and Design; Telecommunication Industry Association (TIA) Standards; Comm Room Wiring Plan. All communication work in this project shall be performed by and all equipment shall be furnished and installed by a Building Industry Consulting Service International (BICSI) certified telecommunications contractor. Any conflicts between standards must be brought to the Contracting Officer’s attention and will be resolved through the appropriate 799 ABS/SCX Plans and Programs office.

1.9.2 OTHER STANDARDS: All project design and construction shall meet the requirements stated in the following documents: All applicable design goals stated in the Nellis- Creech Installation Development and Design (ID2) Handbook (August 2011), Contractor shall comply with and implement all applicable technical constraints, considerations, and policies stated in the ID2 Handbook unless an alternate approach is stated in project scope of work or approved by Contracting Officer. Project shall comply with Unified Facilities Criteria (UFC) 3-600-01 Fire Protection Engineering for Facilities; UFC 4-021-01, Mass Notification Systems; UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings, UFC 3-550-01 Exterior Electrical Power Distribution, Utility Meter Requirements, and Base Fire Protection Standards.

1.9.3 Contractors shall be responsible for obtaining copies of all items referenced in this document. Department of Defense criteria can be retrieved at: http://cbbs.spk.usace.army.mil.

1.10 WORKING HOURS: Standard working hours are from 7:00 a.m. to 4:00 p.m.

Monday through Friday excluding Federal Holidays and the day after Thanksgiving. Contractor requested deviations to this schedule will be considered if it is in the best interest of the government as determined by the Contracting Officer. If the Contractor desires on working hours other than 7:00 am to 4:00 pm, Monday through Friday, he must submit to the Contracting Officer a work schedule at least five working days prior. The schedule shall note the activities planned, the planned hours of work, and the reason for the additional hours so that the construction inspectors can plan their work schedule.

1.11 AIR FORCE BASE ENTRY, REGULATIONS, & RESTRICTIONS

1.11.1 Conformance with Regulations/Directives: The Contractor shall conform to base regulations and directives pertaining to security, safety, traffic, fire and personnel clearances, insofar as they pertain to the Contractor's activities as directed by the Contracting Officer. Contractor employees and visitors are subject to the same restrictions as government personnel. Some of these are noted in the following paragraphs.

1.11.1.1 Smoking: Smoking is permitted in designated, outside smoking areas only. No smoking will be allowed within any base facility.

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1.11.1.2 Seatbelts: The use of seatbelts by all vehicle operators and passengers is mandatory on Creech AFB and in the state of Nevada. On Creech AFB, vehicle operators and passengers not wearing their seatbelt will be issued a traffic citation and may lose on-base driving privileges.

1.11.1.3 Firearms/Illegal Drugs: No firearms or illegal drugs are allowed to be brought onto Creech AFB. By accepting a vehicle pass, each person gives their consent to a search of their vehicle while it is entering, while on, or while leaving Creech AFB.

1.11.1.4 Speed Limit: Unless otherwise posted, the speed limit on base is 25 MPH and in base housing areas and flightline it is 15 MPH.

1.11.1.5 Cell Phones: Use of hands-free cell phones while driving on an AF installation is required.

1.11.1.6 Parking: Contractor vehicles and equipment will be parked in common parking areas or as otherwise approved in writing by the Contracting Officer.

1.11.2 Enhanced Security Measures: During elevated force protection levels there may be increased security and more restricted access to Creech AFB.

1.11.3 Additional Information: The following procedures and requirements for construction contractors requiring access, if followed, will assist in reducing delays in gaining access to work areas.

1.11.3.1 At Creech AFB, construction contractors, commercial vehicles, and vehicles larger than pickup trucks may access the base through the Main Gate.

1.11.3.2 Upon arrival at a gate, all vehicle occupants will be required to show identification.

A pictured identification such as a driver’s license will be required. The person will be required to identify himself/herself and the firm he/she works for and the information will be verified against the Entry Authority List (EAL) and may then proceed to obtain their long term pass.

1.11.3.3 Personnel cannot show up at the gate without prior notification for access and expect to gain access. Verbal access cannot be provided.

1.11.3.4 Each employee and their vehicle may be subjected to search before entry. Each employee will be expected to comply with all directions provided by security personnel at the access gates. Failure to fully comply with directions provided by security personnel will result in access being denied. Before attempting access, ensure there are no weapons or other prohibited items in the vehicle as they will be confiscated if found. Further, no practical jokes or wise remarks will be tolerated. Security of Creech AFB is treated as serious business and full cooperation is required.

1.11.3.5 Once access to the base has been granted, each contractor employee will be expected to proceed to the work site and not go to other facilities except in the performance of their work.

Access to the flightline can only be allowed through additional authorization.

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1.11.3.6 Expect some delays in gaining access to the base especially between the hours of 6:30 AM to 8:00 AM due to heavy traffic.

1.11.3.7 Gate Hours: Gate hours are subject to change by the Government at any time due to military activities. Contractor shall be responsible for coordinating with the Contracting Officer for base access.

1.11.4 Unauthorized Activity: The contractor shall inform all personnel working under his/her jurisdiction (including subcontractor and supplier personnel) that access to areas outside of the immediate work area (excluding cafeterias and restrooms near the work site, direct haul and access routes, Contracting and Civil Engineering offices, and points of supply and storage) is prohibited. Circulation of said personnel will be limited to official business only. Persons engaged in unauthorized reconnaissance of other contractor or government activity will be referred to the Contracting Officer for disposition. Infractions involving possible compromise of national security will be turned over to the FBI for disposition.

1.11.5 FAA Notification: Contractor will submit the required FAA Form 7460-1 to the FAA via https://oeaaa.faa.gov/oeaaa/external/portal.jsp for all new construction, work on the exterior of existing facilities, and all crane usage. Contractor will follow any and all requirements dictated by the FAA or Creech AFB Airfield Operations personnel in response to the FAA Form 7460-1 submittal.

1.11.5.1 CONTROLLED AREA ESCORTS: The Contractor shall provide his own escorts with appropriate security clearance & badges required for work in controlled areas at Nellis AFB and Creech AFB. The Contractor & Subcontractor employees shall be accompanied by their escort at all times in the controlled area jobsites. Line badge areas numbers required are: Nellis AFB – 4 & 20; Creech AFB – 8.

1.11.6 SECURITY REQUIREMENTS FOR NTTR CONTROLLED AREAS

1.11.6.1 General: Due to the controlled access to the range & secured areas of the base, the Contractor shall allow for the…