Att_1_SOW.pdf

CLASSIFICATION: UNCLASSIFIED

STATEMENT OF WORK FOR DESIGN-BUILD PROJECT

RPR (SUS) 19 MXG HVAC, MULTI

FACILITIES

BLDGs 362, 364, 368, 380

NKAK 10-1040

Air Mobility Command

LITTLE ROCK AIR FORCE BASE

ARKANSAS

Prepared By

19TH CIVIL ENGINEER SQUADRON

7 March 2016

ATTACHMENT 1 FA4460-16-R-0004

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TABLE OF CONTENTS

TABLE OF CONTENTS ................................................................................................... i

REVISIONS ................................................................................................................... vii

DIVISION 01 – GENERAL REQUIREMENTS

SECTION 01 10 01 – STATEMENT OF WORK FOR DESIGN-BUILD

SECTION 01 11 00 – SUMMARY OF WORK

SECTION 01 14 16 – OCCUPANCY

SECTION 01 14 19 – COORDINATION

SECTION 01 33 00 – SUBMITTAL PROCEDURES

SECTION 01 45 00 – QUALITY CONTROL

SECTION 01 50 00 – CONSTRUCTION FACILITIES & TEMPORARY CONTROLS ... 37

SECTION 01 57 23 – STORM WATER POLLUTION PREVENTION MEASURES

SECTION 01 62 35 – RECYCLED / RECOVERED MATERIALS

SECTION 01 63 00 – SUBSTITUTIONS AND PRODUCT OPTIONS

SECTION 01 63 50 – MATERIAL SHIPMENTS

SECTION 01 69 99 – REAL PROPERTY RECORDS

DIVISION 02 – EXISTING CONDITIONS

SECTION 02 00 00 – EXISTING CONDITIONS

SECTION 02 42 00 – CONSTRUCTION & DEMOLITION WASTE MANAGEMENT

DIVISION 03 – CONCRETE

SECTION 03 00 00 – CONCRETE

DIVISION 04 – MASONRY

SECTION 04 00 00 – MASONRY

DIVISION 05 – METALS

SECTION 05 00 00 – METALS

DIVISION 06 – WOOD, PLASTICS AND COMPOSITES

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SECTION 06 00 00 – WOOD, PLASTICS AND COMPOSITES

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

SECTION 07 00 00 – THERMAL AND MOISTURE PROTECTION

DIVISION 08 – OPENINGS

SECTION 08 00 00 – OPENINGS

SECTION 08 11 13 – STEEL DOORS AND FRAMES

SECTION 08 71 00 – DOOR HARDWARE

DIVISION 09 – FINISHES

SECTION 09 00 00 – FINISHES

SECTION 09 06 89 – TYPICAL FINISH SCHEDULE

SECTION 09 90 00 – PAINTING AND COATING

DIVISION 10 – SPECIALTIES

SECTION 10 00 00 – SPECIALTIES

SECTION 10 14 02 – INTERIOR SIGNAGE

SECTION 10 26 13 – WALL AND CORNER GUARDS

DIVISION 11 – EQUIPMENT

SECTION 11 00 00 – EQUIPMENT

DIVISION 12 – FURNISHINGS

SECTION 12 00 00 – FURNISHINGS

DIVISION 13 – SPECIAL CONSTRUCTION

SECTION 13 00 00 – SPECIAL CONSTRUCTION

DIVISION 14 – CONVEYING EQUIPMENT

SECTION 14 00 00 – CONVEYING EQUIPMENT

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DIVISION 15 – RESERVED

SECTION 15 00 00 – RESERVED

DIVISION 16 – RESERVED

SECTION 16 00 00 – RESERVED

DIVISION 17 – RESERVED

SECTION 17 00 00 – RESERVED

DIVISION 18 – RESERVED

SECTION 18 00 00 – RESERVED

DIVISION 19 – RESERVED

SECTION 19 00 00 – RESERVED

DIVISION 20 – RESERVED

SECTION 20 00 00 – RESERVED

DIVISION 21 – FIRE SUPPRESSION

SECTION 21 00 00 – FIRE SUPPRESSION

DIVISION 22 – PLUMBING

SECTION 22 00 00 – PLUMBING

DIVISION 23 – HEATING VENTILATING AND AIR CONDITIONING

SECTION 23 00 00 – HEATING VENTILATING AND AIR CONDITIONING

DIVISION 24 – RESERVED

SECTION 24 00 00 – RESERVED

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DIVISION 25 – INTEGRATED AUTOMATION

SECTION 25 00 00 – INTEGRATED AUTOMATION

DIVISION 26 – ELECTRICAL

SECTION 26 00 00 – ELECTRICAL

DIVISION 27 – COMMUNICATIONS

SECTION 27 00 00 – COMMUNICATIONS

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

SECTION 28 00 00 – ELECTRONIC SAFETY AND SECURITY

DIVISION 29 – RESERVED

SECTION 29 00 00 – RESERVED

DIVISION 30 – RESERVED

SECTION 30 00 00 – RESERVED

DIVISION 31 – EARTHWORK

SECTION 31 00 00 – EARTHWORK

DIVISION 32 – EXTERIOR IMPROVEMENTS

SECTION 32 00 00 – EXTERIOR IMPROVEMENTS

DIVISION 33 – UTILITIES

SECTION 33 00 00 – UTILITIES

DIVISION 34 – TRANSPORTATION

SECTION 34 00 00 – TRANSPORTATION

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DIVISION 35 – WATERWAY & MARINE CONSTRUCTION

SECTION 35 00 00 – WATERWAY & MARINE CONSTRUCTION

DIVISION 36 – RESERVED

SECTION 36 00 00 – RESERVED

DIVISION 37 – RESERVED

SECTION 37 00 00 – RESERVED

DIVISION 38 – RESERVED

SECTION 38 00 00 – RESERVED

DIVISION 39 – RESERVED

SECTION 39 00 00 – RESERVED

DIVISION 40 – PROCESS INTEGRATION

SECTION 40 00 00 – PROCESS INTEGRATION

DIVISION 41 – MATERIAL PROCESSING & HANDLING EQUIPMENT

SECTION 41 00 00 – MATERIAL PROCESSING & HANDLING EQUIPMENT

DIVISION 42 – PROCESS HEATING COOLING & DRYING EQUIPMENT

SECTION 42 00 00 – PROCESS HEATING COOLING & DRYING EQUIPMENT

DIVISION 43 – PROCESS GAS & LIQUID HANDLING PURIFICATION & STORAGE

EQUIPMENT

SECTION 43 00 00 – PROCESS GAS & LIQUID HANDLING PURIFICATION &

STORAGE EQUIPMENT

DIVISION 44 – POLLUTION CONTROL EQUIPMENT

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SECTION 44 00 00 – POLLUTION CONTROL EQUIPMENT

DIVISION 45 – INDUSTRY SPECIFIC MANUFACTURING EQUIPMENT

SECTION 45 00 00 – INDUSTRY SPECIFIC MANUFACTURING EQUIPMENT

DIVISION 46 – RESERVED

SECTION 46 00 00 – RESERVED

DIVISION 47 – RESERVED

SECTION 47 00 00 – RESERVED

DIVISION 48 – ELECTRICAL POWER GENERATION

SECTION 48 00 00 – ELECTRICAL POWER GENERATION

DIVISION 49 – RESERVED

SECTION 49 00 00 – RESERVED

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REVISIONS

Number Date Description

STATEMENT OF WORK FOR DESIGN-BUILD 01 10 01 - 1

DIVISION 01 – GENERAL REQUIREMENTS

SECTION 01 10 01 – STATEMENT OF WORK FOR DESIGN-BUILD

PART 1 - INTRODUCTION

1.01 SOLICITATION

The 19th Contracting Squadron is soliciting a proposal for the design and construction of NKAK 10-1040, RPR (SUS) 19 MXG HVAC, MULTI FACILITIES BLDGs 362, 364, 368, 380 at Little Rock AFB, Arkansas.

1.02 DESIGN-BUILD FIRM SERVICES

The Design-Build Firm shall perform all necessary studies, meetings, analyses, design, coordination, Schematic Design, Design Development, Specifications, preparation of contract documents, and total construction for the project. The facility shall be sited in the general location. The design shall include all related items as required to safely accomplish all necessary work.

(Note: Design Build Firm and Contractor are used interchangeably)

1.03 DESIGN-BUILD FIRM AE SERVICES

The Design-Build Firm shall have an architectural & engineering staff within the firm and/or shall partner with or have a direct relationship with a professional architect/engineer firm (AE) who shall furnish all services, materials, supplies, and supervision required to fully investigate and design this project. The survey and design of architectural and engineering features of the work shall be accomplished by the appropriate licensed design professional(s) who are experienced in the design of those systems. The final drawings and specifications shall be stamped and signed by the registered professional architect(s) and registered professional engineer(s) responsible for the design in their respective area of expertise and, if applicable, a principal of the firm registered in architecture and/or engineering as applicable.

1.04 ARCHITECT-ENGINEER SERVICES

The Design-Build Firm shall provide licensed design professional architectural and engineering services throughout the design and construction process. The Design-Build Firm shall provide all services, materials, supplies, and supervision required to prepare any change orders and provide office quality control inspection services (site visits are required for all critical installations and as necessary to ensure construction work progresses in accordance with the contract schedule) for the duration of the construction phase of the project.

1.05 PERMITS

The Design-Build Firm and/or the licensed design professional architect/engineer of record shall be responsible for obtaining all necessary permits/approvals from the Arkansas Department of Health & Human Services (ADHHS), Arkansas Department of Environmental Quality (ADEQ) and the City of Jacksonville.

1.06 COMPLETE AND USABLE

A. The Design-Build Firm shall provide a design for a complete and usable facility within the negotiated and accepted contract construction cost and meeting all requirements of this statement of work. The Government will not accept requests for additional funds except for

STATEMENT OF WORK FOR DESIGN-BUILD 01 10 01 - 2

changes in project scope, unforeseen site conditions (such as rock removal) or as directed by the Contracting Officer. The Design-Build Firm shall be financially and technically responsible for resolving any design errors or omissions in its design products.

B. Neither the Government’s review, approval or acceptance of, nor payment for, the services required under this contract shall be construed to operate as a waiver of any rights under this contract or of any cause of action arising out of the performance of this contract, and the Contractor shall be and remain liable to the Government in accordance with applicable law for all damages to the Government caused by the Contractor’s negligent performance of any of the services furnished under this contract.

PART 2 - TECHNICAL DESCRIPTION OF PROJECT

2.01 GENERAL

A. The Design-Build Firm is required to provide all services necessary for the design and construction of this project.

B. The purpose of this project is to Repair by replacement HVAC systems in MXG facilities, buildings 362, 364, 368, and 380.

C. Design and Install, upgrade and improve fire suppression and detection systems in Building 380.

D. The Design-Build Firm shall be responsible for any surveys, excavations, soil borings, soil analyses, chemical tests, laboratory tests, pressure tests, electrical tests, corrosion and cathodic protection tests, asbestos and lead-based paint surveys, and any other tests required for a complete design and construction of this project.

E. The Design-Build Firm shall be responsible for locating all utilities in the area of construction, and for accommodating or modifying them, as required for the construction of this project.

F. PHASING: B-362, B-368, B-380 will be occupied during construction and will be accomplished in phasing . The Design-Build Firm shall provide a phasing plan for the construction phase of this project. There are areas within this facility that will need work scheduled with the user to ensure minimum disruption to accomplish the tasks as needed.

The work hours for this facility are 0700-1600. Nighttime and weekend work by the contractor is acceptable and shall be coordinated and approved by the Contracting Officer with the User’s input for escort requirements.

G. The HVAC replacement of B-364, B-368, B-380 shall be accomplished in the first phase and that of B-362 shall be accomplished in the next phase.

2.02 DEMOLITION

A. Demolition shall be limited to that which is required to achieve the primary goal as specified in paragraph 2.01.

B. The Design-Build Firm shall demolish and dispose of all existing ceiling tile and grid.

C. The Design-Build Firm shall demolish and dispose of all existing insulation laid upon the ceiling tile.

2.03 CIVIL/STRUCTURAL

A. Design and construction shall meet all requirements specified in DIVISION 50, SECTION 50 50 00 – 19th CES CIVIL/STRUCTURAL DESIGN CRITERIA AND EXPECTATIONS.

STATEMENT OF WORK FOR DESIGN-BUILD 01 10 01 - 3

2.04 ARCHITECTURAL

A. Base Bid

1. The Design-Build Firm shall design and install a new ceiling grid and new ceiling tile where existing or required by finish schedule. Tile shall be 2’ x 2’ with a tegular edge except at bathrooms where tile shall be moisture resistant rigid fiber glass panel. All field cuts shall be beveled and field painted to match per manufactures instructions.

a. Ceiling height throughout the facilities shall be no lower than seven foot six inches (7’-6”) in any location (IBC 2006 1003.3 & 1208.2). Ceiling height shall not be below eight foot zero inches (8’-0”). Perimeter soffits are allowable in offices down to 7’-6” to facilitate sprinkler piping. Perimeter soffits shall be no wider than 24”. Coordinate HVAC, Sprinklers, Electrical, Plumbing, et cetera to achieve.

b. Existing ceilings in certain areas are both painted gypsum board and lay-in ceilings. The Design-Build Firm shall repair and paint all exiting gypsum board ceilings that are to remain.

2. The Design-Build Firm shall design and install new ceiling insulation in all areas of damaged or substandard insulation. Cellulose/newspaper type insulation and loose fill type insulation is not acceptable.

a. If insulation was removed from the top of the ceiling tile, then the Design Build Firm shall design and install a new insulated envelope above, but not laid upon, the new ceiling tile and grid.

3. The Design-Build Firm shall be responsible for all damages to the facility and shall repair all damaged finishes incurred during renovation. Repairs shall be made from corner to corner and wall to wall. Spot patching is not acceptable.

B. BID OPTION ONE INTERIOR FINISHES

1. The Design-Build Firm shall design and install all new interior finishes for the following facilities – B-362, B-364, and B-368. Basis of design for new materials will be the existing materials unless noted otherwise below. For instance, if the existing wall finish is painted concrete block, the new finish will be painted concrete block. One exception to this will be any existing wall covering will be removed and the existing wall will be painted with a knockdown finish. Finishes vary throughout each facility, including everything from sealed concrete floors, VCT, and Carpet on floors. Walls will be a mixture of painted gypsum board, wall covering, painted concrete block, ceramic tile, and metal siding. Wherever ceramic tile is encountered, the Design Build Firm shall clean and repair existing in lieu of replacement. All doors and frames shall be refinished with either stain or paint. All window sills and frames shall be refinished with either stain or paint.

2. B-364 – in addition to the work outlined in the paragraph above, the Design-Build Firm shall replace all existing interior wood doors, exterior metal doors, interior wood door frames, and hardware on all doors.

3. WALLS AND CEILINGS (SEE SECTION 09 06 89 TYPICAL FINISH SCHEDULE)

a. The Design-Build Firm shall Remove and dispose of all existing vinyl wall covering.

b. There is evidence of mold/mildew throughout some of the facilities. Gypsum board has been glued to ceramic tile blocks in some areas. The Design-Build

STATEMENT OF WORK FOR DESIGN-BUILD 01 10 01 - 4

Firm shall remove all damaged gypsum board throughout the facility and replace in kind. Prep for new finishes.

c. The Design-Build Firm shall replace all damaged and/or rusted framing with new minimum 20 gauge galvanized steel framing.

d. The Design-Build Firm shall provide and install new wall and ceiling insulation in all areas of damaged or substandard insulation. Cellulose/newspaper type insulation and loose fill type insulation is not acceptable.

e. The Design-Build Firm shall provide and install knock down finish, primer coat and minimum of two paint coats for areas to receive painting.

f. The Design-Build Firm shall remove all “popcorn” type ceiling material. Repair and prep existing substrate and provide heavy texture surface, prime coat and paint coats on all ceiling surfaces. Ceiling color shall be bright white.

g. The Design-Build Firm shall provide and install corner guards at all outside corners in all public areas. Corner guards shall be 2” x 2” on extruded aluminum bracket from floor to ceiling similar to Koroguard G100/G10E.

h. The Design-Build Firm shall provide and install mechanically attached room number signage and directional signage. Room number signage shall have room number and blank window for slide-in name and unit symbol. Provide and install building signage system to include directional signage and directories as specified in Section 10 14 02 INTERIOR SIGNAGE.

4. FLOORING

a. The Design-Build Firm shall remove all existing flooring, thresholds and wall base, and repair existing substrates to received new flooring, thresholds and wall base.

b. The Design-Build Firm shall remove and replace carpet throughout the building. All carpeting shall meet or exceed the requirements of the Air Force Carpet Handbook, ETL 07-04 and UFC 3-120-10. Carpeting shall be a minimum heavy traffic/heavy wear rated carpeting. Carpeting shall also have a geometric pattern and shall be a branded fiber. Density shall be no less than 7000 average pile density. All areas with carpeting shall also have 4 inch high seamed edge carpeted wall base from matching roll stock.

c. The Design-Build Firm shall remove existing VCT and prep floor for new finishes. Provide premium quality VCT tile where required.

d. The Design-Build Firm shall provide new 4” vinyl base at base of walls that have VCT flooring. Vinyl base shall be roll stock. Installed length shall be maximum lengths possible. Short lengths of base less than 24 inches shall only be allowed in areas where the wall the base is being installed on is less than 24 inches.

e. The Design-Build Firm shall provide and install 2” – 4” wide extruded aluminum transition thresholds at all changes in floor coverings. Transition thresholds shall be mechanically and adhesively attached. Vinyl and rubber transition strips will not be acceptable.

5. OPENINGS

STATEMENT OF WORK FOR DESIGN-BUILD 01 10 01 - 5

a. The Design-Build Firm shall provide surface preparation, welding, grinding of all steel door frames and install filler, primer and paint coats to restore all steel door frames to a like new appearance and function.

b. The Design-Build Firm shall remove and replace all damaged, rusted, rotted and/or loose steel door frames and/or wood door frames and replace with 16 gage welded corner steel door frames, grouted full with masonry or concrete and mechanically anchored to existing structure.

c. The Design-Build Firm shall remove all existing wood doors and replace with bonded staved solid core birch face stain grade doors, clear coated.

d. The Design-Build Firm shall remove all existing hollow metal doors and replace with new Gauge hot dipped galvanized and factory primed hollow metal doors. Paint as required for new finish. See Section 08 11 13 STEEL

DOOR AND FRAMES.

e. The Design-Build Firm shall provide and install 6” high white reflective vinyl lettering above the kick plate of all fire exit doors reading “FIRE EXIT”.

f. The Design-Build Firm shall ensure all interior doors include the following hardware and are the same/matching throughout.

i. Solid core stain grade birch face wood doors. Provide rating as required.

ii. 5” x 20” lites where existing and/or required.

iii. Welded corner steel frames with silencers.

iv. Brushed aluminum or stainless steel kick plates.

v. Ball bearing hinges.

vi. Curved return lever handle locksets.

vii. Keyed Deadbolts.

viii. Wall stops.

ix. Adjustable force door closers.

x. Touch-Bar panic hardware on all egress doors.

xi. See also Section 08 71 00 Door Hardware.

g. The Design-Build Firm shall clean and re-install all blinds at all windows.

6. CABINETRY

a. The Design-Build Firm shall clean, repair, and refinish all existing millwork.

b. The Design-Build Firm shall replace all damaged plastic laminate countertops with new plastic laminate.

7. PUBLIC RESTROOMS

a. The Design-Build Firm shall renovate existing public restrooms. Minimum requirements unless otherwise noted, include cleaning and repair of ceramic tile or replacement of VCT, painting walls, cleaning and repair of toilet partitions, repairing vanities, replacing laminate vanity tops, cleaning toilet fixtures, and replacement of broken dispensers.

STATEMENT OF WORK FOR DESIGN-BUILD 01 10 01 - 6

2.05 MECHANICAL & PLUMBING

A. The Design Build firm shall provide design and construction to demolish existing HVAC equipment, boilers, chiller, piping and replace with new high energy efficient HVAC system, piping, pump, ductwork and accessories.

B. Provide design and construction to install direct digital control which shall be integrated to the existing Base EMCS system. In addition, conduct test, adjust, and air balance the new HVAC system.

C. The Design Build firm shall conduct heating and cooling load study to provide correct airflow.

D. The new energy efficient HVAC system needs to comply with the LRAFB Mechanical Design Criteria, UFC 3-410-01FA and ASHRAE 62 & 90.1 current standards.

E. B-362: Existing ductwork is old and deteriorating. Also, portions of the building have pneumatic driven damper VAV's without re-heats, most of which no longer function properly.

If new air handlers are installed the facility will need new ductwork sized properly for even air distribution. This facility needs to have chill water air handler system with VAV's that have hot water re-heat coils for proper control and energy conservation.

F. B-364: This facility has an in-line heater in the duct for the heat system and separate ductwork for the air conditioning system. All of the existing ductwork needs to be removed and replaced with properly sized ductwork that can be used for both the heating and cooling of the facility. The ductwork in this building is very old and becoming unserviceable. This facility is small enough that a package unit or split system may be installed to adequately provide heating and cooling.

G. B-368: The existing ductwork in this facility is very old and not suitable for operation with a new installation. The ductwork does not allow for proper air distribution and is beyond repair. It also has pneumatic driven damper VAV's that no longer function properly which need to be removed. This facility should have a new air handler, new ductwork, and VAV's with re-heat capability.

H. B-380: The ductwork in this facility does not meet the requirements needed to provide equal air distribution to the entire facility and should be replaced. This facility needs a chill water new air handler, new ductwork, and new VAV's with re-heat capability. The existing ductwork is very old and would be unsuitable for use with a new system being installed.

Also, the vault area of this facility needs its own stand-alone HVAC system separate from the rest of the facility.

2.06 FIRE DETECTION & SUPPRESSION

A. The D-B Firm shall include all required fire detection/suppression design to support paragraph 2.01.

B. Remove and protect existing detectors and fire suppression heads as necessary for ceiling tile replacement and reinstall at appropriate height. Design Build Firm shall be responsible to install removed devices to provide a fully functional, complete and usable system.

C. The design-build firm shall provide design and Install fire sprinkler system in building 380 only. In addition, the D-B firm shall complete review of the entire fire suppression system to include hydraulic calculations, design density, design area, hose stream allowance, and duration of supply IAW NFPA 13 and UFC 3-600-01.

STATEMENT OF WORK FOR DESIGN-BUILD 01 10 01 - 7

2.07 ELECTRICAL AND COMMUNICATIONS

A. Use of LRAFB Electrical Design Standards is mandatory.

B. B362)

1. Replace all light fixtures in ceilings being removed.

2. Remove, clean, store and reinstall ceiling mounted fire alarm devices that are mounted in ceilings being replaced in this project. Design Build Firm shall verify fire alarm system and devices are functional after re-installation, replacing all ceiling mounted devices that fail to work properly.

3. Replace light fixtures in upstairs mechanical room.

4. Demolish all circuits feeding mechanical equipment being demolished in this project.

Demo-in-place is not acceptable.

5. Provide new circuits to mechanical equipment installed in this project.

C. B364)

1. Replace all fixtures attached to or installed in ceilings being replaced.

2. Remove, clean, store and reinstall ceiling mounted fire alarm devices that are mounted in ceilings being replaced in this project. Design Build Firm shall verify fire alarm system and devices are functional after re-installation, replacing all ceiling mounted devices that fail to work properly.

3. Demolish all circuits feeding mechanical equipment being demolished in this project.

Demo-in-place is not acceptable.

4. Provide new circuits to mechanical equipment installed in this project.

D. B368)

1. Replace all fixtures attached to or installed in ceilings being replaced.

2. Remove, clean, store and reinstall ceiling mounted fire alarm devices that are mounted in ceilings being replaced in this project. Design Build Firm shall verify fire alarm system and devices are functional after re-installation, replacing all ceiling mounted devices that fail to work properly.

3. Demolish all circuits feeding mechanical equipment being demolished in this project.

Demo-in-place is not acceptable.

4. Provide new circuits to mechanical equipment installed in this project.

5. Ensure new HVAC condensate drain piping does not encroach the reserved space of any panelboards (as defined in NEC). Existing condensate drain is in violation.

E. B380)

1. Replace all fixtures attached to or installed in ceilings being replaced.

2. Remove, clean, store and reinstall ceiling mounted fire alarm and access control devices that are mounted in ceilings being replaced in this project. Design Build Firm shall verify fire alarm and access control systems and devices are functional after re-installation, replacing all ceiling mounted devices that fail to work properly.

3. Demolish all circuits feeding mechanical equipment being demolished in this project.

Demo-in-place is not acceptable.

STATEMENT OF WORK FOR DESIGN-BUILD 01 10 01 - 8

4. Provide new circuits to mechanical equipment installed in this project.

5. Ensure new HVAC chilled water supply/return piping does not encroach the reserved space of any panelboards (as defined in NEC). Existing supply/return piping is in violation.

6. Design-Build Firm shall design and install new Mass Notification System.

7. Design-Build Firm shall install a tamper switch and flow switch in the new suppression system and incorporate into the existing fire alarm system.

2.08 RECYCLING AND CONSTRUCTION DEBRIS DIVERSION

A. See specifications for complete requirements.

B. All removed carpet shall be recycled and the Design-Build firm shall provide written certification that the carpet was not placed in a landfill in accordance with ETL 07-4 Air Force Carpet Standard. Design-Build Firm certification shall indicate how the material was recycled and provide the address where it was delivered.

C. All removed ceiling tile shall be recycled and the Design-Build firm shall provide written certification that the ceiling was not placed in a landfill. Design-Build Firm certification shall indicate how the material was recycled and provide the address where it was delivered.

D. All vinyl wall covering, vinyl wall protection, vinyl corner guards and vinyl wall guards shall be recycled and the Design-Build firm shall provide written certification that the vinyl products were not placed in a landfill. Design-Build Firm certification shall indicate how the material was recycled and provide the address where it was delivered.

2.09 ENERGY CONSERVATION

UFC 1-200-02 HIGH PERFORMANCE AND SUSTAINABLE BUILDING REQUIREMENTS

implements the following public laws and industry standards for most design and construction:

A. ASHRAE Standard 90.1- 2007, Energy Standard for Buildings Except Low-Rise Residential Buildings, American Society of Heating Refrigeration and Air Conditioning Engineers, Inc., Atlanta Georgia

B. USC Title 10, Part 433, Energy Efficient Standards for the Design and Construction of New Federal and Commercial and Multi-Family High Rise Residential Buildings

C. USC Title 10, Part 435, Energy Efficient Standards for New Federal Low Rise Residential Buildings

D. Title 10 Code of Federal Regulations, Part 436 – Federal Energy Management and Planning Programs, Subpart A – Methodology and Procedures for Life Cycle Cost Analysis

E. ICC International Energy Conservation Code 2006

F. Executive Order 13221 - Energy Efficient Standby Power Devices

G. Executive Order 13423 – Strengthening Federal Environmental, Energy, and Transportation Management

H. Energy Independence and Security Act of 2007

2.10 REFERENCES AND STANDARDS

The Design-Build Firm shall design in adherence to the following documents, including all recommended practices documented in these standards. Although some publication dates are given, the design shall be by current references and standards. The Design-Build Firm

STATEMENT OF WORK FOR DESIGN-BUILD 01 10 01 - 9

shall determine through the pre-design meeting if other codes, standards or references not specifically cited also apply to the design of this project, and incorporate those requirements into this project. All work accomplished by the Design-Build Firm shall comply with this criteria unless a wavier is obtained from the Air Force when conditions warrant such consideration

A. Air Force Instructions (AFI), Air Force Manuals (AFM), Air Force Pamphlets (AFPAM) plus Supplements, Unified Facilities Criteria (UFC), Military Handbooks, Engineering Technical Letters (ETL) and Operating Instructions that are applicable to the design of this project.

This includes all Air Mobility Command and Little Rock AFB supplements to these references.

B. Current state and national codes, regulations and specifications involving architectural, civil, structural, electrical, environmental and mechanical disciplines associated with the design and construction of this project.

C. National Fire Codes published by the National Fire Protection Association.

D. All other Air Force documents deemed applicable by the Contracting Officer for this project.

These documents will be made available for review to the Design-Build Firm by the Government.

E. Architectural Barriers Act (ABA) and Americans with Disabilities Act (ADA)

F. AFJMAN 32-1008, Installation Design

G. MIL-HDBK-1190; "Military Handbook Facility Planning and Design Guide – Technical Guidance

H. UFC 3-120-10 Interior Design

I. UFC 1-200-01 Design: General Building Requirements

J. UFC 3-310-03A Seismic Design for Buildings. Note: this UFC is more stringent than the current State of Arkansas Building Code

K. UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings, 9 February 2012, including change 1, 1 October 2013.

L. UFC 3-600-01 Design: Fire Protection Engineering for Facilities

M. Air Force ETL 04-3 Design Criteria for Prevention of Mold in Air Force Facilities

N. AFP 32-1097 Air Force Sign Standards Pamphlet

O. AMC Commander's Guide to Facility Excellence

P. Little Rock AFB Architectural Compatibility Guide

Q. Little Rock Air Force Base Architectural Design Guide Supplement

R. Little Rock AFB Electrical Design Standards

S. 19th COMMUNICATIONS SQUADRON DESIGN STANDARDS

T. 19th Civil Engineer Squadron Mechanical Engineering Design Criteria and Expectations

U. National Electrical Contractors Association (NECA) 1, Standard Practices for Good Workmanship in Electrical Construction

V. Air Force ETL 07-4: Air Force Carpet Standard

W. Air Force Carpet Selection Handbook

STATEMENT OF WORK FOR DESIGN-BUILD 01 10 01 - 10

X. UFC 3-400-01 Energy Conservation

Y. ETL 08-13: Incorporating Sustainable Design and Development (SDD) and Facility Energy Attributes in the Air Force Construction Program

PART 3 - PROJECT MANAGEMENT

3.01 PRE-PROPOSAL SITE VISIT & MEETING

The Government will host an initial pre-proposal meeting and site visit. The purpose of the meeting will be to convey and clarify the project requirements to the Design-Build Firm.

Government furnished items noted elsewhere in this Statement of Work (SOW) will be available at, or prior to the initial meeting. A project site visit will be accomplished after the meeting. The Design-Build Firm shall have appropriate representation present at this meeting, but no less than the proposed design team and project superintendent.

3.02 PRICE PROPOSAL

The Design-Build Firm shall submit a price proposal in accordance with the provided bid schedule.

3.03 PROJECT MANAGER

The Design-Build Firm shall appoint a project manager to serve as the single point of contact for this project and liaison between the Design-Build Firm’s employees/subcontractors and the Government. A registered professional architect is preferred to serve as the project manager, however, if this is not possible, the design architect-in–charge of the design shall attend all design related meetings, sites visits, presentations, official construction inspections and review, initial and date all material submittals. Upon issuance of the Notice to Proceed for the design of this project, the Design-Build Firm shall advise the Contracting Officer in writing of the name of the individual so designated. The Design-Build Firm’s project manager shall be responsible for the complete coordination of all work required for this project. The Project manager shall attend all formal and informal meetings related to the execution of the requirements of the contract.

The Project manager shall ensure that quality control review of each submittal is performed prior to delivery of submittal to the Government.

3.04 CE PROJECT MANAGER

The CE Project Manager will provide technical support to the Contracting Officer, who is the official agent of the United States Government for this contract. The CE project manager will serve as the point of contact for the Design-Build Firm on all technical matters and, all work performed by the Design-Build Firm on base will be coordinated with the CE project manager. Contact information for both the Contracting Officer and the CE Project Manager is provided at the end of this Statement of Work. During both the design and build phases, the Design-Build Firm shall take direction only from the Contracting Officer.

3.05 PROJECT COST CONTROL

The Design-Build Firm shall be solely responsible for managing the costs of this contract during its design and construction. The Government will not accept requests for additional funds except for changes in project scope, unforeseen site conditions (such as rock removal) or as directed by the Contracting Officer.

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3.06 MATERIAL SUBMITTALS

A. During the design process, the Design-Build Firm shall ensure that the A-E coordinates material selection with the appropriate subcontractors such that the materials specified in the design documents are what will be purchased and installed.

B. During the construction phase, the Design-Build firm shall submit material submittals on all products used in accordance with Section 01 33 00 SUBMITTAL PROCEDURES.

3.07 SECURITY REGULATIONS

A. All members of the Design-Build Firm, including subcontractors, who are working on this contract, shall follow Air Force security regulations.

B. The Design-Build Firm shall take precautions and make every effort to prevent public disclosure of any information made available to the Design-Build Firm during the performance of this contract. All data contained in the design documents for each project shall be treated as privileged information.

PART 4 - PROJECT SCHEDULE AND PRODUCT DISTRIBUTION:

4.01 SCHEDULE

The Design-Build Firm shall develop a schedule based on the performance period and other data below. The A-E shall submit this design schedule no later than 10 days after project award.

A. Performance period: 500 Calendar Days

B. The performance period includes both the design and construction phases of this contract.

It is the contractor’s responsibility to manage design and construction within the performance period for this project.

C. Government Design Review Milestones: 35%, 65%, 95%

D. Each Government design review lasts 14 calendar days, at the end of which the Government will submit its comments to the Design-Build Firm. The Design-Build Firm’s schedule shall include a design review meeting, approximately 7 days after receipt of Government comments, to officially disposition all comments.

E. Construction will begin following the approval of the final design plans and upon receipt of required approval(s) from ADHHS, ADEQ and City of Jacksonville.

4.02 SUBMITTALS

The Design-Build Firm shall deliver all copies of all submittals to the Contracting Officer, except for those as identified in paragraph 4.09.

4.03 PRE DESIGN CONFERENCE

A Pre-Design Conference will be conducted for this project after this contract is awarded.

The Design-Build Firm shall request this meeting within 10 business days of the issue of this contract, at a date and time agreeable to all parties. The Government will provide any additional details necessary to clarify the project scope or to indicate the Government's desires as to type of systems, controls, or architectural preference to ensure project compatibility with the base master plan or to simplify operation or maintenance procedures and costs.

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4.04 CONCEPT DESIGN SUBMITTAL

A. A 35% Concept Design Submittal is design from the Notice to Proceed to approximately 35% complete and should include a majority of the investigative work. It is recommended this submittal include a short, informal briefing (discussion) of the design concept to the Government project engineer and appropriate personnel early in the design/analysis process for inputs (potential problems) not readily apparent from field surveys and investigations. The submittal shall include the following:

B. A Narrative/Design Analysis will be provided to indicate a description of the facility, design assumptions, design factors used, energy savings considerations, and any other data not otherwise indicated or needed for architectural/engineering analysis.. All design calculations made to date shall be included. Narrative discussions of methods and procedures should be included. The Design-Build Firm shall address each item required from but not yet provided by the Government to conclude the design.

C. Drawings. Preliminary drawings shall be provided as applicable to reflect progress to date.

Typical are:

1. Vicinity map and location plan showing geographic location and access to the work site.

2. Site plan, including location of all above and below grade utilities in the area.

3. Code Review Sheet, indicating construction type, travel distances, egress, life safety, seismic, ATFP, et cetera, sufficient to indicate due diligence has been performed in review of applicable codes, laws and regulations to ensure completed project is designed and constructed in compliance with such codes, laws and regulations.

4. Floor plan at a scale not less than 1/8" per foot, showing functional arrangement of all areas, including corridors, exits, and utility spaces. Major dimensions shall be shown.

5. Elevations and sections will be developed to a point to indicate heights, fenestrations, ceilings, and partitions. Typical interior wall sections will be provided at a minimum scale of 1" = 1'-0", indicating materials, thicknesses, and relation of fenestration, if any.

6. If required, a room finish schedule shall be included on a separate drawing and shall be in compliance with Section 09 06 89 TYPICAL FINISH SCHEDULE.

7. Generic furnishings plan, showing desks, chairs, conference tables, book cases, display cases, millwork, printers, copiers, shredders, recycling bins, appliances, et cetera. Plan will be used to confirm functionality of the space for the users and for verifying locations of phone, data, television, water, lighting and power outlets. Plan will also be used for furniture ordering under a separate contract.

8. Mechanical details will be sufficiently developed to clearly define changes to the existing heating, cooling, ventilation, and plumbing systems. Existing and replacement heating/cooling equipment will be located and fully described on a plan view of the project.

9. Electrical details will include lighting and power features. Lighting features will include proposed fixtures and arrangements. Design analysis will include lighting calculations, fire alarm system schematics, etc.

10. Exterior utilities (gas, water, sewer, electrical, etc) will be located in sufficient detail to clearly define sizes, routing, and avoidance of conflicts with existing systems.

11. Erosion Control plan, if applicable.

D. Specifications: The Design-Build Firm shall submit outline specifications. Specifications shall follow the CSI Masterformat 2004. The Design-Build Firm shall submit all information in

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8 1/2" x 11" booklet form. See Section 00 00 02 LRAFB Specifications Format Standard and Section 00 00 03 Specification Section Example. Specification sections 00 00 02 and 00 00 03 shall be provided in Microsoft Word format on a CD to the A&E firm.

4.05 PRELIMINARY DESIGN SUBMITTAL

A. A 65% Preliminary design submittal is design from the concept design approval to approximately 65% completion.

B. All elements of the 35% submittal should be continued to the point that a Government reviewer can verify scope and sufficiency of details on all drawings and specifications.

C. The Design-Build Firm shall include all asbestos/lead-based paint test results in this submittal.

D. The Design-Build Firm shall incorporate all approved comments from previous design reviews.

4.06 PRE-FINAL DESIGN SUBMITTAL

A. 95% Pre-Final Design Submittal is design continuation through the 95% unchecked final submittal.

B. Construction drawings and specifications shall be complete in all details to the extent that a construction Design-Build Firm can construct the facilities from the information, with a minimum of differences between the Government and the Design-Build Firm. The Design- Build Firm shall incorporate all approved comments from previous design reviews.

C. Completed submittal schedules shall be furnished for review.

4.07 FINAL DESIGN SUBMITTAL

A. A 100% Final Design Submittal is the corrected final submittal.

B. All previous design comments shall be incorporated and/or addressed.

C. The Design-Build Firm shall furnish two full size and two half size paper copies of the drawings; two paper copies of the specifications; and one paper copy of the material submittal schedule, design analysis and proposed construction schedule. The drawings and specifications shall bear the registration seal of the A-E firm member who is responsible for the design below the Air Force Insignia. If “Structural Interior Design”, “Comprehensive Interior Design” or Audio-Visual Designs are required then 2 sets of each will be included in this submittal.

D. The final electronic files shall be submitted at this time to include one AutoCAD and one Adobe Acrobat copy of drawings; one Adobe Acrobat copy of specifications, material submittal schedule, design analysis and proposed construction schedule; one Microsoft Word copy of specifications (all specification sections combined in one file); one Microsoft Excel copy of material submittal schedule.

4.08 GOVERNMENT REVIEW PERIOD & REVIEW CONFERENCE

A review of the Concept, Preliminary, and the Pre-Final Design Submittals will be conducted by the Government. At the conclusion of the review, the Design-Build Firm may be required to attend a Review Conference to discuss the technical review comments and general project progress. The Design-Build Firm will be furnished one set of comments to be annotated and returned to the Government. Comments shall be annotated with a C - concur, D - do not concur, E - exception or X - delete. Comments annotated with a D, E, or X shall have an explanatory note added to justify the noncompliance with the comment. The

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Design-Build Firm shall furnish these annotated comments to the Contracting Officer with the next scheduled submittal. The Design-Build Firm shall notify the Government immediately upon determining that there will be noncompliance with a comment to explain the reasoning. If the Government discovers comments annotated as 'concur'-or its equivalent and no change to plans and specifications have occurred, the Government will disapprove the submittal and require a full explanation.

4.09 DISTRIBUTION COPIES

At each Government review milestone, the Design-Build Firm shall deliver 2 CDS with the electronic design products as described in Part 5 of this statement of work. (See paragraph

4.07 for 100% final design deliverables.) In addition, the A-E will provide the following paper copies;

1. 2 - full-size copies of drawings

2. 2 - 11x17 copies of drawings

3. 2 - copies of specifications

4. 2 - copies of submittal schedules

5. 2 - copies of the Structural Interior Design (Bid Option One - 65% and 95% only

PART 5 - DESIGN PRODUCT DETAILS

5.01 AS-BUILT DRAWINGS

The Design-Build Firm will be given copies of requested as-built drawings in the electronic format in which they are currently stored (.tif or .dwg) if available. Hard copies (if available) of as-built drawings shall be at the Design-Build Firm expense. Accuracy of as-built drawings provided is not guaranteed by the Government and use of such drawings is at the risk of the Design-Build Firm.

5.02 CONSTRUCTION DRAWINGS

A. Drawings shall be 24" X 36" and shall be accomplished in AutoCAD (latest version) in Construction Specifications Institute (CSI) format.

B. Drawings shall be in English units.

C. Drawings shall be accurate and in sufficient detail to enable proper and satisfactory construction of the entire project. Designs and construction drawings requiring Design-Build Firm site visits will not be acceptable. The quality and workmanship of the drawings shall permit clear and legible reproductions. Reference drawings may be used only with specific permission of the Contracting Officer (CO) and shall not be used as substitutes for demolition, plan, and detail drawings.

D. The Design-Build Firm will be provided with a border and title block on CDROM. The border shall be inserted in paper space at a base point of 0,0 and with a scale of 1. This border shall not be modified except with specific permission of the Contracting Officer. The drawings shall be designed using model space at full scale. The Design-Build Firm shall use Roman Simplex as font style unless an alternate font is approved by the Contracting Officer.

Text shall be in the same drawing space as the object the text is describing. For example, text describing an object that is drawn in model space shall also be placed in model space.

The Design-Build Firm shall follow Little Rock Air Force Base’s CAD Operating Procedures and Tri-Services layer naming standards.

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E. The Design-Build Firm shall produce drawings that are capable of being opened and edited in the latest version of AutoCAD without damaging the information on them.

F. The Design-Build Firm shall include all cross referenced drawings, fonts, shapes, linetypes, etc. with each submittal. AutoCAD’s e-Transmit command may be used to gather all files necessary to open a drawing.

G. The Design-Build Firm will be given a cover sheet to edit. The haul route and index of drawings shall be added to the cover sheet. This cover sheet contains a “10 signature block” which shall only appear on the cover sheet. The “revision/Issue” block is for subsequent changes made after the 100% design submittal is accepted; it shall not be use for submittal tracking or other reasons by the design team.

H. The Design-Build Firm shall provide AutoCAD drawings on CD to the Base at each submittal, in both AutoCAD and Adobe Acrobat format, in addition to the requested paper copies. The A-E shall provide a graphic scale on each sheet.

I. The Design-Build Firm shall begin drawing file names with the sheet number, i.e. 01,02,03 etc, with the remaining name describing what is on the sheet. See table II-1 for use of linetype colors.

SCREEN

COLOR

PEN

WEIGHT

PRINT

COLOR

USED FOR:

gray (8) .2286mm 252 existing conditions white (7) .2286mm black text all others .4572mm black normal lines

(10) 1.143mm black border

Table II-1

5.03 SPECIFICATIONS

A. The specifications shall be complete, clear, and shall amplify all information shown on the drawings and shall include detail requirements for materials and equipment. Material items shall be specified using industry standards. The specifications shall be prepared using this document.

B. The Little Rock AFB Standard Division 01 GENERAL REQUIREMENTS specifications are included in this document and are mandatory for use on all projects. Division 01 GENERAL REQUIREMENTS specifications are updated a few times each year, Little Rock AFB will not accept use of an older project’s Division 01 for use on this project. Current Division 01 GENERAL REQUIREMENTS shall be provided in Microsoft Office Word format on a CD to the A&E firm.

C. The complete set of specifications shall be combined into one file and shall have the table of contents set up to automatically update when pages or sections are added or deleted.

Paragraphs shall use the same style format as this document.

D. The Design-Build Firm shall provide specifications on compact disk as well as the required hard copies at all submittals. The Design-Build Firm shall number the pages consecutively, with page numbers justified right and the section title justified left. The Design-Build Firm shall provide a minimum one inch margin on all sides is required.

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E. SEE SECTION 00 00 02 LRAFB SPECIFICATIONS FORMAT STANDARD for further clarification. Standard section 00 00 02 shall be included on reference disk provided to contractor at the pre-design meeting. This Statement of Work (SOW) incorporates all of the standard format requirements.

5.04 DESIGN AND ECONOMIC ANALYSIS

A. The design calculations and analyses shall be prepared on the Design-Build Firm’s standard form. Legible hand lettering, sketches, diagrams and calculations, will be accepted.

The design shall be based on the criteria set forth in this Statement of Work and standard practices and methods used in modern engineering design. The design analysis shall incorporate all engineering computations necessary for the project and other information necessary to clearly express the designer's intentions and methods. HVAC loads shall be accomplished using the methods recommended in the ASHRAE Fundamentals handbook.

B. The economic analysis shall include the estimated energy cost savings and amortization period for energy related construction. Standard computational forms shall be used when furnished by 19th Civil Engineering.

C. At the final submittal, these analyses shall be given to the Contracting Officer in electronic format in one document. An Adobe Acrobat file is preferred. An alternate format may be used if approved by the Contracting Officer.

5.05 MATERIAL SUBMITTAL SCHEDULE

The Design-Build Firm will be provided a template form to use. The Design-Build Firm shall fill-in the appropriate information…