10-1064 D-B BLDZ Specs .pdf

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Construct Black Jack Drop Zone Support Structures Federal contract opportunity
Solicitation number
FA4460-10-R-0024
Issued by
Department of the Air Force Air Mobility Command

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STATEMENT OF WORK FOR DESIGN-BUILD PROJECT

MC BLDZ Support Structures

NKZC 10-1064

Air Mobility Command

LITTLE ROCK AIR FORCE BASE

ARKANSAS

Prepared By

TH

CIVIL ENGINEER SQUADRON

26 March 2010 i

TABLE OF CONTENTS

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

DIVISION 01 – GENERAL REQUIREMENTS

SECTION 01 10 00 – 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 .. 39

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 ... 61

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

SECTION 06 00 00 – WOOD, PLASTICS AND COMPOSITES

ii

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

SECTION 07 00 00 – THERMAL AND MOISTURE PROTECTION

DIVISION 08 – OPENINGS

SECTION 08 00 00 – OPENINGS

DIVISION 09 – FINISHES

SECTION 09 00 00 – FINISHES

DIVISION 10 – SPECIALTIES

SECTION 10 00 00 – SPECIALTIES

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

DIVISION 15 – RESERVED

SECTION 15 00 00 – RESERVED

DIVISION 16 – RESERVED

SECTION 16 00 00 – RESERVED

iii

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

DIVISION 25 – INTEGRATED AUTOMATION

SECTION 25 00 00 – INTEGRATED AUTOMATION

DIVISION 26 – ELECTRICAL

SECTION 26 00 00 – ELECTRICAL

iv

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

DIVISION 35 – WATERWAY & MARINE CONSTRUCTION

SECTION 35 00 00 – WATERWAY & MARINE CONSTRUCTION

DIVISION 36 – RESERVED

SECTION 36 00 00 – RESERVED

v

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

SECTION 44 00 00 – POLLUTION CONTROL EQUIPMENT

DIVISION 45 – INDUSTRY SPECIFIC MANUFACTURING EQUIPMENT

SECTION 45 00 00 – INDUSTRY SPECIFIC MANUFACTURING EQUIPMENT

DIVISION 46 – RESERVED

vi

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

STATEMENT OF WORK FOR DESIGN-BUILD 01 10 00 - 1

DIVISION 01 – GENERAL REQUIREMENTS

SECTION 01 10 00 – 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 10-1064, MC BLDZ Support Structures at the black jack drop zone at Little Rock AFB, Arkansas.

1.02 DESIGN-BUILD FIRM SERVICES

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

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 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

The Design-Build Firm shall provide a design for a complete and usable facility within the negotiated and accepted contract construction cost. 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. The Design-

STATEMENT OF WORK FOR DESIGN-BUILD 01 10 00 - 2

Build Firm shall be financially and technically responsible for resolving any design errors or omissions in its design products.

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.

1. Construct a permanent building 18 feet X 24 feet concrete with bath room facilities, central heat and air conditioning, adequate lighting, and outlets that can handle a microwave oven, coffee maker and a refrigerator at the Black Jack Drop Zone. Additional required features are:

2. In-Ground Storm Shelter- Shelter must be big enough for eight persons and supplies to shelter in place.

3. Steel Canopy Structure that is big enough to cover two 40ft tractor/tailors and two pick-up trucks.

B. 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 0700-1700. 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. In areas that require escorts, the User will provide individuals to accomplish the task as escorts with a minimum of three weeks’ notice prior to the construction work. During normal duty hours, escorts shall be required in AW CC and AW CV offices as well as the Courtroom.

C. 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.

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

2.02 CIVIL/STRUCTURAL

A. For any civil or structural features in this project the use of the LRAFB Civil Design criteria is mandatory, otherwise use appropriate DOD criteria and industry standards and codes.

B. The A-E shall determine water usage requirements for the facility and design a water source (water well) and septic system accordingly.

C. Design/Construct water well, pump, surge tank and any other item required to provide a water source to the facility.

D. Provide water piping from well to the facility.

E. Design/construct a septic system to dispose of wastewater from the facility.

STATEMENT OF WORK FOR DESIGN-BUILD 01 10 00 - 3

F. A-E shall obtain all county and state approvals and permits for all design and construction.

2.03 ARCHITECTURAL

A. The Design-Build Firm provide a permanent building structure.

1) Structure to be a minimum of 18’-0” x 24’-0” with a 10’-0” wall height. Facility to be large enough to support a break area for 8 people and a unisex handicapped bathroom.

2) Exterior walls to be integrally colored split face CMU.

3) All walls and roof deck to be insulated to meet code.

4) Roof to be a standing seam metal roof with a minimum pitch of 4 in 12. Roof color to be dark bronze.

5) Masonry to be split faced block with an integral color similar to

“Barely Buff” by Nettleton Brick Company with an integrally colored mortar.

6) The Design-Build Firm shall provide new doors and door hardware as required for new construction. Hardware to be as specified in LRAFB Standard hardware specification. All man doors shall be minimum 3’-0” by 7’-0” Hollow metal doors in hollow metal frames.

7) All exterior doors shall be protected from the weather with an overhang or canopy that provides adequate protection from weather. Provide concrete slab at all exterior door locations.

8) The Design-Build Firm shall provide frost proof and vandal proof wall hydrants at each end of the structure.

9) The Design-Build Firm shall provide adequate lighting and power for both interior and exterior.

10) The Design-Build Firm shall provide prefinished metal louvers

(same color as siding and or roof) for ventilation systems sized and constructed to meet exhaust needs.

11) The Design-Build Firm shall provide and install minimum 26 gauge (18 mils/0.018 inch thick) pre-finished PVDF on galvalume on steel, fascia, drip edge, box guttering, box downspouts, flashing, et cetera. Color to be selected by LRAFB Architect.

12) The Design-Build Firm shall provide and install cast iron downspout boots/shoes to protect lower portions of each down spout from grounds maintenance high speed mower impacts.

13) The Design-Build Firm shall provide and install a minimum of 185 pound, 5” x 12” x 60” ” concrete splash blocks at each downspout. Splash block may also be fiber reinforced 6” x 24” x

60”cast-in-place 3500 psi concrete pads.

STATEMENT OF WORK FOR DESIGN-BUILD 01 10 00 - 4

14) The Design-Build Firm shall provide and install windows to let in daylight. All windows shall meet the UFC 4-010-01 Department of

Defense Minimum Antiterrorism Standards for Buildings Anti

Terrorism Force Protection Requirements.

15) The Design-Build Firm shall provide and install ADA compatible unisex bathroom with all toilet accessories. All toilet accessories shall comply with LRAFB standards. Minimum requirements include toilet with open front seat, lavatory with faucet, stainless steel mirror, toilet paper dispenser that allows for an 8” jumbo roll with reserve capacity, a roll type paper towel dispenser and a stainless steel trash disposal unit. Provide ceramic tile floor and walls with a lay-in ceiling. Wall tile on wet wall shall be on concrete board.

16) All interior finishes shall be durable and able to withstand abuse and neglect.

17) Break Area shall be properly sized to support a full sized refrigerator, microwave, coffeemaker, etc.

18) All base cabinets shall have solid wood stain grade toe-kick base.

3/4” furniture grade plywood is acceptable for drawer, sides, bottoms, backs and for backs of cabinets and adjustable shelving. MDF, OSB, particle board and other similar products are not acceptable for use in cabinetry. Concealed hinges, ball bearing slides and non-snagging pulls shall be used for all hardware.

19) Provide and install integral coved 4” backsplash and 2” bull nose solid surface countertops with double bowl deep stainless steel sink at kitchen cabinet. Solid surface material shall be burn resistant, and shall have geometric, speckled and marbleized patterns to choose from.

B. The Design-Build Firm shall provide an in-ground storm shelter.

1) Storm shelter shall be sized to properly accommodate 8 people comfortably.

2) The Design-Build Firm shall provide and install power and lighting inside the storm shelter..

C. The Design-Build Firm shall provide a steel canopy structure.

1) Steel structure shall be properly sized to house two 40’-0” tractor and trailers and two pickup trucks. Structure should be properly sized to allow for the loading of the trucks and trailers by forklifts and wheeled loaders.

2) Height of structure shall be properly sized to accommodate loading and unloading of trucks and trailers.

STATEMENT OF WORK FOR DESIGN-BUILD 01 10 00 - 5

3) Steel structure shall be a clear span structure with no intermediate columns to allow for free movement of vehicles within the structure.

4) All columns shall be protected by bollards or other structures to prevent impact by trucks, tractors, forklift, or other wheeled vehicles.

5) Roof shall be a standing seam metal roof with a minimum pitch of 4 in 12. Roof color to be dark bronze.

6) The Design-Build Firm shall provide and install minimum 26 gauge (18 mils/0.018 inch thick) pre-finished PVDF on galvalume on steel, fascia, drip edge, box guttering, box downspouts, flashing, et cetera. Color to be selected by LRAFB Architect.

7) The Design-Build Firm shall provide and install cast iron downspout boots/shoes to protect lower portions of each down spout from grounds maintenance high speed mower impacts.

8) The Design-Build Firm shall provide and install a minimum of 185 pound, 5” x 12” x 60” ” concrete splash blocks at each downspout. Splash block may also be fiber reinforced 6” x 24” x

60”cast-in-place 3500 psi concrete pads.

9) The Design-Build Firm shall provide adequate lighting and power for both interior and exterior.

10) The Design-Build Firm shall provide frost proof, vandal proof, yard hydrants at each end of the structure and along the perimeter.

11) The Design-Build Firm shall provide a floor slab properly sized to support the weight of the equipment, trucks, and loads.

12) The Design-Build Firm shall provide a high volume, low speed, overhead fan to help control temperatures in the summertime.

The final size of the fan and the number of fans required, is to be determined during the design process.

13) Structure to be constructed in such a way as to prevent the nesting of birds, wasps, etc. All structure will either be enclosed and concealed or treated with bird repellants.

14) Structure to be insulated with metal building type building insulation to prevent condensation. All insulation to be concealed. No exposed insulation.

D. The Design-Build Firm provide adequate lighting and power for both interior and exterior.

E. The Design-Build Firm shall provide solid sod to all disturbed areas due to construction of this project.

F. The Design-Build Firm provide positive slope away from all structures.

STATEMENT OF WORK FOR DESIGN-BUILD 01 10 00 - 6

G. Color, Finish and Material Sample Boards shall be provided for review at the

65% Design Submittal for approval/disapproval and at the 100% Design

Submittal.

H. Provide additional details here

Users may require specialty architectural items. The Design-Build Firm shall determine all needs during pre bid and pre design site visits.

2.04 MECHANICAL & PLUMBING

The project will provide to Design and install Heating, Ventilating, Air conditioning and Plumbing systems, Utilities, Site work, and all necessary supports.

New system needs to comply with the LRAFB Mechanical Design Criteria, UFC 3-410- 01FA and ASHRAE 62 & 90.1 current standards.

New system needs to comply with the LRAFB Mechanical Design Criteria, UFC 3-410-01FA and ASHRAE 62 & 90.1 current standards.

Provide a single conventional fire alarm system that covers both the main building and the in-ground storm shelter. Fire alarm panel shall be located in the main building. Panel shall have an external light and horn annunciation.

2.05 ELECTRICAL AND COMMUNICATIONS

A. Provide electrical service to all structures. The nearest power lines appear to be between 1 and 1 ¼ miles away. All power and phone lines within the drop zone site shall be below grade. A single panel may be used to supply power to all three structures. Transformer shall be a pad mounted low profile unit protected on all sides with bollards capable of stopping a ½ ton pickup truck traveling 10 MPH.

B. Canopy lighting for vehicles shall be from low temperature ballast fluorescent fixtures.

Lighting level shall be no more than 5fc average and shall be situated to minimize light trespass outside the footprint of the canopy.

C. Provide lighting and ventilation for in-ground shelter

D. Provide a minimum of three commercial phone lines into main building.

E. Installation cost of power and phone service to the site will be borne by the design/build contractor. Work up to the utility demarcation point may be provided by the utility.

2.06 RECYCLING AND CONSTRUCTION DEBRIS DIVERSION

A. 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.

2.07 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 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

STATEMENT OF WORK FOR DESIGN-BUILD 01 10 00 - 7

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. 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 1-200-01 Design: General Building Requirements

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

J. UFC 4-010-01 Department of Defense Minimum Antiterrorism Standards for Buildings 8 October 2003.

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

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

M. AFP 32-1097 Air Force Sign Standards Pamphlet

N. AMC Architectural Standards

O. Little Rock AFB Architectural Compatibility Guide

P. Little Rock AFB Mechanical, Electrical and Communications Design Guides

Q. Air Force ETL 02-12 Communications and Information Systems Criteria for Air Force Facilities

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

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

T. Air Force Carpet Selection Handbook

PART 3 - PROJECT MANAGEMENT

3.01 PRE-PROPOSAL SITE VISIT & MEETING

The 19th Civil Engineer Squadron 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

STATEMENT OF WORK FOR DESIGN-BUILD 01 10 00 - 8

(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 & CONCEPT DESIGN

The Design-Build Firm shall submit a price proposal in accordance with the provided bid schedule. Along with this schedule, the Design-Build Firm shall submit concept design documents (floor and site plans, an elevation if applicable) to ensure the government and Design-Build Firm have a consistent understanding of these critical items.

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 individual delivery order. 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 Base Civil Engineer will appoint a CE Project Manager for each project. The 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

A. 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.

B. During the pre-proposal conference the government will ask for specifics from the Design-Build Firm on how costs will be managed, including pricing coordination between the A-E and construction subcontractors during the design phase, and how design errors discovered during construction will be handled.

C. As part of each design submittal, including the 100% final submittal, the Design-Build Firm shall submit a written statement of cost compliance to the Contracting Officer. In this statement, the Design-Build Firm shall state that it agrees to construct the submitted design for the cost of the contract.

STATEMENT OF WORK FOR DESIGN-BUILD 01 10 00 - 9

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 schedule no later than 10 days after project award.

A. Performance period: 365 Calendar Days; 100 Design, 265 Construction

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

C. Government Design Reviews: 30%, 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 (see paragraph

4.08 for details).

E. This contract will have two Notices to Proceed (NTP);

1. NTP 1 will be issued at the Pre-Design Conference, and it will authorize the Design- Build Firm to initiate the design process. The government will measure the performance period of this contract from the day that NTP 1 is issued. Period of Performance for Design is 120 days.

2. NTP 2 will be issued following the approval of the final design plans and upon receipt of required approval(s) from ADHHS, ADEQ and City of Jacksonville. The government will not permit any construction or demolition to take place until NTP 2 is issued. Period of Performance for Construction is 365 days.

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 4.10.

STATEMENT OF WORK FOR DESIGN-BUILD 01 10 00 - 10

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. It is expected that the Contracting Officer will issue the Notice to Proceed 1 (NTP 1) for this contract at this meeting.

4.04 CONCEPT DESIGN SUBMITTAL

A 30% Concept Design Submittal is design from the Notice to Proceed to approximately 30% 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:

A. 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.

B. 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. 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.

7. 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.

STATEMENT OF WORK FOR DESIGN-BUILD 01 10 00 - 11

8. 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.

9. 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.

10. Erosion Control plan, if applicable.

C. Specifications: The A-E Firm shall submit outline specifications. Specifications shall follow the CSI Masterformat 2004. The A-E Firm shall submit all information in 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 30% Preliminary design submittal is design from the concept design approval to approximately 95% completion.

A. All elements of the 30% submittal should be continued to the point that a government reviewer can verify scope and sufficiency of details on all drawings and specifications.

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

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

4.06 PRE-FINAL DESIGN SUBMITTAL

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

A. 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.

B. Completed submittal schedules shall be furnished for review.

4.07 FINAL DESIGN SUBMITTAL

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

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

B. The Design-Build Firm shall furnish two full size (reproducible) 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 shall bear the registration seal of the A-E firm member who is responsible for the design.

C. 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) and bid schedule; one Microsoft Excel copy of material submittal schedule.

STATEMENT OF WORK FOR DESIGN-BUILD 01 10 00 - 12

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 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

A. At each government review milestone, the Design-Build Firm shall deliver a CD with the electronic design products as described in Part 5 of this statement of work. In addition, the A-E will provide the following paper copies;

1. 2 - full-size copies of drawings

2. 9 - 11x17 copies of drawings

3. 9 - copies of specifications

4. 2 - copies of submittal schedules

5. 2 - copies of the Structural Interior Design (65%, 95% and 100% only)

6. 2 – copies of the Comprehensive Interior Design (65%, 95% and 100% only)

4.10 ADDITIONAL REVIEWS (NONE)

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.

STATEMENT OF WORK FOR DESIGN-BUILD 01 10 00 - 13

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.

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.

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.

GENERAL REQUIREMENTS shall be provided in Microsoft Office Word format on a CD to the A&E firm.

STATEMENT OF WORK FOR DESIGN-BUILD 01 10 00 - 14

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 one copy of 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.

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 Base Civil Engineering (BCE).

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 for materials that shall be submitted to the government for approval. Template will be provided in Microsoft Office Excel format on a CD to the A&E firm.

5.06 STRUCTURAL INTERIOR DESIGN PACKAGE

(Not Applicable) Structural Interior Design (SID) Package includes the evaluation of any existing selections, selection of substitutions and coordination of interior materials and finishes that are part of the building or built-in items (such as cabinetry).

5.07 COMPREHENSIVE INTERIOR DESIGN PACKAGE

(Not Applicable) Comprehensive Interior Design (CID) Package includes the evaluation of any existing selections, selection of substitutions and coordination and development of special interior elements and furnishings. The Design-Build Firm shall package the CID drawings, product specifications and cost estimate so that they can be contracted separately from the building construction project.

5.08 AUDIO-VISUAL SYSTEMS DESIGN PACKAGE

(Not Applicable) Audio-Visual Systems Design (AV) Package includes the complete design of A-V systems to be purchased and install separately from the construction contract. The design shall include specifications, drawings, schematic layouts, generic product data cut sheets and detailed unit price cost estimate.

STATEMENT OF WORK FOR DESIGN-BUILD 01 10 00 - 15

5.09 COMPUTER FILES

A. The CAD and word processing files shall not be stored on disks using compression software. The media for delivery of computer data shall be by compact disk (CD) unless approved by the Contracting Officer. All media for computer data shall be certified by the Design-Build Firm to be free of known computer viruses. The name(s) and release date(s) of virus scanning software used to analyze the media shall be furnished at the time of delivery of the media. If analysis of the media by the Government finds evidence of a virus, the media will be returned to the Design-Build Firm. The Design-Build Firm shall resubmit the clean media at no cost to the Government.

PART 6 - GOVERNMENT FURNISHED ITEMS

6.01 GOVERNMENT FURNISHED ITEMS

The government will provide copies of plans, studies, and/or services identified below and represent them to be the latest information available. Use of the government provided information does not relieve the Design-Build Firm of the responsibility to verify the information with respect to the performance of the Design-Build Firm’s scope of work.

A. PLANS (Electronic Copies)

1. Base Map

2. Little Rock AFB Title Page

3. AutoCAD border, title block and signature block.

4. Record drawings of existing facilities.

5. Record drawings of existing utility systems in the vicinity of the work.

B. DOCUMENTS (Electronic Copies)

1. LRAFB Design Specification Cover Page and Division 01 General Requirements

2. LRAFB CAD Operating Procedures

3. AF 3052 cost estimate form

4. Submittal Tracker form

5. Bid Schedule form

6. AMC Architectural Standards

7. Little Rock Air Force Base Architectural Compatibility Guide

6.02 ARCHITECT-ENGINEER FIRM RESPONSIBILITY

It is the Design-Build Firm and the A-E’s responsibility to verify the validity of all material provided by Little Rock AFB and conduct all field investigations, including any survey work, at the site as required to resolve design issues and to ensure that design submittals reflect and accommodate existing conditions. The A-E shall notify LRAFB a minimum of 14 days before any survey or geo-technical team arrives on the base to permit marking of underground utilities.

STATEMENT OF WORK FOR DESIGN-BUILD 01 10 00 - 16

6.03 AS-BUILT INFORMATION/DETAILS

Applicable information/details found on the as-built drawings shall be transferred to the demolition sheets. Referenced as-built drawings shall not be utilized as a substitute for demolition sheets. The A-E shall be responsible to verify all as-built information.

PART 7 - MISCELLANEOUS

7.01 MEETING MINUTES

The Design-Build Firm shall provide the Contracting Officer, in writing, his version of each design conference or meeting in which the technical design of the project was discussed.

These meeting minutes shall be provided to the Contracting Officer a maximum of 5 business days after the date of the design conference or meeting. This written record will not be considered a "Notification of Change" in accordance with FAR 52.243-7, nor will it be considered under the "Changes" clause, FAR 52.243-4. Any such notification will be submitted separately.

7.02 BRIEFINGS

The Design-Build Firm may have to support briefings to the base’s management, in addition to submittal briefings to the technical staff.

7.03 CLAIMS

The Design-Build Firm and all of its subcontractors shall relinquish all claims to additional monetary compensation for the whole or partial use by the government of documents submitted under this contract in the modification, alteration, or construction of projects not included under this contract.

7.04 CORRECTIONS

In the event corrections to design are required during construction, the Design-Build Firm shall provide the following to the Contracting Officer for government review and concurrence prior to construction.

A. Four full size paper (reproducible), one AutoCAD and one Adobe Acrobat copies of the revised drawings.

B. One paper, one Microsoft Word and one Adobe Acrobat copy of the revised specifications.

PART 8 - GOVERNMENT POINTS OF CONTACT

A. Barry Jundt

Contracting Officer

19 CONS/LGCA

642 Thomas Avenue

Little Rock AFB, Arkansas 72099-5019

Phone # (501) 987-3853

E-mail address: barry.jundt@us.af.mil mailto:barry.jundt@us.af.mil

STATEMENT OF WORK FOR DESIGN-BUILD 01 10 00 - 17

B. Manoj Dash

Project Manager

19 CES/CEPMD

528 Thomas Avenue

Little Rock AFB, Arkansas 72099-4987

Phone # (501) 987-7665

E-mail: manoj.dash@littlerock.af.mil

END OF SECTION – STATEMENT OF WORK FOR DESIGN-BUILD

mailto:manoj.dash@littlerock.af.mil

SUMMARY OF WORK 01 11 00 - 18

SECTION 01 11 00 – SUMMARY OF WORK

PART 1 - GENERAL

1.01 PROJECT SCOPE

Contractor shall provide all design, plant, labor, materials and equipment necessary to fully meet all requirements of this Summary of Work, Construction Specifications, Construction Drawings and all other Contract Documents related to and/or titled: “Design and construction of NKAK 10-1064, MC BLDZ Support Structures at the black jack drop zone Little Rock AFB, Arkansas.

1.02 PRINCIPAL FEATURES

A. Principal features of the work are as described in Part 2 Technical Description of Project of Section 01 10 00 Statement of Work for Design-Build above.

B. PHASING

1. Design/Build Firm shall provide a phasing

2. Lower Level

C. The above general outline of the principal features does not in any way limit the responsibility of the Contractor to perform all work required by the plans and specifications.

1.03 PROJECT AREA LIMITATIONS

All work shall be performed in the immediate project area. Refer to the drawings.

1.04 DOCUMENTS

A. The Contractor shall:

1. Check all Government furnished construction drawings immediately upon receipt;

2. Compare all Government furnished construction drawings and verify the figures before laying out the work;

3. Promptly notify the Contracting Officer of any discrepancies

4. Be responsible for any errors which might have been avoided by complying with this paragraph (1.04 A).

B. Large scale drawings shall, in general, govern over small scale drawings. Figures marked on drawings shall, in general, be followed in preference to scale measurements.

C. Omissions from the drawings or specifications or the misdescription of details of work which are manifestly necessary to carry out the intent of the drawings and specifications, or which are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work, but shall be performed as if fully and correctly set forth and described in the drawings and specifications.

D. The Contractor shall maintain a complete set of construction drawings, construction specifications, project related sketches, pictures, approved Contract modifications (if any) and all approved submittals on the job site at all times.

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