03-1057 D-B dashSpecs.pdf
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- FA4460-10-R-0018
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STATEMENT OF WORK FOR DESIGN-BUILD PROJECT
Sustain Repair HVAC
Wing HQ, BLDG 1250
NKAK 03-1057
Air Mobility Command
LITTLE ROCK AIR FORCE BASE
ARKANSAS
Prepared By
TH
CIVIL ENGINEER SQUADRON
4 March 2010
TABLE OF CONTENTS
TABLE OF CONTENTS
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 .. 42
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 ... 64
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
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
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
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
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
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 - 8
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 03-1057, Sustain Repair HVAC Wing HQ, Building 1250 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 - 9
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.
B. Wing Headquarters Building, B-1250, has a current 2-pipe fan coil heating/cooling system throughout the entire building. The existing chiller has no low ambient control. The existing boiler is in bad shape. The existing boiler and the chiller shall be replaced with a new chiller and a boiler. The A/E firm shall design a 4-pipe fan coil system to replace the existing 2-pipe system. The design shall contain the replacement of all fan coil units, re-use or replacement of existing piping, the reuse or replacement of existing pumps, addition of an expansion tank(s), and the replacement of the existing sump pump.
C. 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.
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.
F. 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.
2.02 CIVIL/STRUCTURAL
A. Use of Little Rock AFB Civil Design Guide is mandatory.
B. Provide 18” high equipment pads for pumps and boiler in mechanical room.
2.03 ARCHITECTURAL
A. Remove existing suspended ceiling system. Removal to include all hangars, tiles, supports, etc. Removal occurs on first floor only.
B. Install new suspended ceiling system. New tile to be a 2x2 fine fissured tile with a Tegular edge. Install ceiling at same ceiling height as existing. Coordinate grid with existing lights and registers. Provide touch-up paint at walls where needed due to demolition and installation of ceiling grid.
2.04 MECHANICAL & PLUMBING
A. Remove the existing two-pipe heating and cooling fan coil system and associated piping.
Replace with new 4-pipe fan-coil system. New system needs to comply with the LRAFB Mechanical Design Criteria, UFC 3-410-01FA and ASHRAE 62 & 90.1 current standards.
STATEMENT OF WORK FOR DESIGN-BUILD 01 10 00 - 10
B. Remove existing chiller and boiler and replace with a new Air-cooled chiller and a boiler.
C. Replace the existing sump pump system with a new more efficient sump pump system.
D. Clean and /or repair the existing floor drains in the basement area. The basement area has been known to flood at different times in the year with excessive rainfall.
2.05 ELECTRICAL AND COMMUNICATIONS
A. Provide electrical support for all mechanical work detailed in this statement of work.
B. Replace rusted wire gutter and power panel #01250-01EESB001. New panel shall be 400Amp 120/208 3 phase 4 wire. Gutter shall be offset from the wall 2”. Provide 18” high concrete housekeeping pad for panel.
C. Provide new lighting in mechanical space per UFC 03-530-01.
D. Provide LAN connection via CAT6 cable from comm. closet to new BCU.
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 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
STATEMENT OF WORK FOR DESIGN-BUILD 01 10 00 - 11
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 (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
STATEMENT OF WORK FOR DESIGN-BUILD 01 10 00 - 12
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.
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.
STATEMENT OF WORK FOR DESIGN-BUILD 01 10 00 - 13
A. Performance period: 365 Calendar Days
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 245 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 4.09.
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. 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.
STATEMENT OF WORK FOR DESIGN-BUILD 01 10 00 - 14
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.
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.
4.05 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 8 1/2" x 11" booklet form.
4.06 PRELIMINARY DESIGN SUBMITTAL
A 65% Preliminary design submittal is design from the concept design approval to approximately 65% 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.
4.07 PRE-FINAL DESIGN SUBMITTAL
95% Pre-Final Design Submittal is design continuation through the 95% unchecked final submittal.
STATEMENT OF WORK FOR DESIGN-BUILD 01 10 00 - 15
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.
4.08 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.
4.09 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.
4.10 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)
STATEMENT OF WORK FOR DESIGN-BUILD 01 10 00 - 16
4.11 ADDITIONAL REVIEWS
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.
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
COLOR
USED FOR:
STATEMENT OF WORK FOR DESIGN-BUILD 01 10 00 - 17
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.
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.
STATEMENT OF WORK FOR DESIGN-BUILD 01 10 00 - 18
5.06 STRUCTURAL INTERIOR DESIGN PACKAGE
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
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 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.
6.02 PLANS (Electronic Copies)
A. Base Map
B. Little Rock AFB Title Page
C. AutoCAD border, title block and signature block.
D. Record drawings of existing facilities.
E. Record drawings of existing utility systems in the vicinity of the work.
6.03 DOCUMENTS (Electronic Copies)
A. LRAFB Design Specification Cover Page and Division 01 General Requirements
B. LRAFB CAD Operating Procedures
C. AF 3052 cost estimate form
D. Submittal Tracker form
E. Bid Schedule form
F. AMC Architectural Standards
G. Little Rock Air Force Base Architectural Compatibility Guide
STATEMENT OF WORK FOR DESIGN-BUILD 01 10 00 - 19
6.04 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.
6.05 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
STATEMENT OF WORK FOR DESIGN-BUILD 01 10 00 - 20
Little Rock AFB, Arkansas 72099-5019
Phone # (501) 987-3853
E-mail address: barry.jundt@us.af.mil
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:barry.jundt@us.af.mil
SUMMARY OF WORK 01 11 00 - 21
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: “SUSTAIN REPAIR HVAC WG HQ, B-1250, NKAK 03-1057 at 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. One set of such construction drawings shall be designated the "Record Drawings" upon which as-built data shall be neatly recorded and dated in red ink by the Contractor. Contemporaneous annotation of accurate As-Built data on the Record Drawings is to be verified by the Contracting Officer and the Contracting Officer’s Representative, as a prerequisite to the Contractor receiving
SUMMARY OF WORK 01 11 00 - 22
progress payments. Upon completion of construction, the Contractor shall submit a copy of record drawings and update Contractor furnished AutoCAD drawing files (*.dwg) with As-Built information and digitally stamp these all of these drawings as “As-Built”. The digital stamp shall include the wording “As Built,” the name of the construction Contractor and the month and year of construction completion. These drawing files shall be turned over to the Contracting Officer on compact disk (CD) prior to final payment.
E. The Contractor shall perform an as-built geographic information survey (GIS) survey of all new or modified exterior construction and provide this information to the Government as specified in Section 01 33 00 SUBMITTAL PROCEDURES.
F. Where conflicts between the drawings and specifications occur, whether Contractor produced or Government provided, the more stringent, requirement shall be followed.
PART 2 - PRODUCTS
PART 3 - EXECUTION
END OF SECTION – SUMMARY OF WORK
OCCUPANCY 01 14 16 - 23
SECTION 01 14 16 – OCCUPANCY
PART 1 - GENERAL
1.01 OCCUPANCY
A. Facilities designated for work under this contract may be in varying degrees of occupancy from unoccupied to fully occupied during construction.
B. Contractor shall verify degree of occupancy with the Government, prior to proposal.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION – OCCUPANCY
COORDINATION 01 14 19 - 24
SECTION 01 14 19 – COORDINATION
PART 1 - GENERAL
1.01 TERMS
The initials “CO” shall mean the Contracting Officer. The initials “COR” refer to the Contracting Officer’s Representative. The Contracting Officer’s Representative will be the Base Civil Engineer’s Project Manager assigned from the 19th Civil Engineer Squadron to monitor this contract. This is applicable to all specification sections.
1.02 WORK SCHEDULE
A. Little Rock Air Force Base work hours are 7:30 a.m. to 4:30 p.m. all days of the week except Saturday, Sunday and Federal Holidays. Contractor shall not perform any work outside of these work hours without obtaining written approval from the Contracting Officer. If weekend or evening work is required due to utility outages or other requirements, such work shall not be performed without prior written approval of the Contracting Officer and such work shall be accomplished at no additional cost to the Government. The Contracting Officer requires at least seven (7) calendar days notice, in writing, from the Contractor to provide written approval or disapproval.
(Note to Project Manager: include section 1.02.B if project includes airfield work at the base itself, All American Landing Zone or Black Jack Drop Zone. All airfield projects that penetrate any of the imaginary surfaces identified in UFC 3-260-01, Airfield and Heliport Planning and Design must have a temporary airfield construction waiver (approved by installation commander) prior to work start. See the CE Community Planner for a determination on this waiver.)
B. NORMAL FLYING OPERATIONS will continue on other areas of the airfield.
1. To ensure that normal flying operations may resume at the scheduled date, the Contractor shall prosecute the work with sufficient work force, including extended daily work hours and work week if necessary, to complete the entire work within the stated number of calendar days. Work shall be accomplished during daylight hours only. Any extension of daily work hours and/or work week shall be approved by the CO and at no additional cost to the Government.
2. To closely coordinate work under this project, the Contractor shall prepare for and attend a weekly coordinating meeting with the Contracting Officer’s Representative and Base Operations Officer at which time the Contractor shall submit for approval his proposed daily work schedule for the next two week period. Temporary interruptions and protection of adjoining areas shall be included with the Contractor’s proposed two week work schedule.
Additional coordinating meetings shall also be held on an as-needed basis when, in the opinion of the Contracting Officer’s Representative, they are required for safety or timely completion of the work.
3. There may be short periods of time due to in flight emergencies or unannounced visit from dignitaries when the Contractor shall be required to vacate the work site and move his personnel and equipment. Such removals, if required, may be given on short notice and expeditious action will be required. (See paragraph 1.02.B.9 of this section for details).
4. Contractor vehicles, equipment, or personnel will not be on or crossing the runway or taxiways, except during construction period closures as scheduled, or when clearance is
COORDINATION 01 14 19 - 25
given from the control tower. Crossings shall be controlled by flagmen with radio contact with the tower as required by the Government.
5. The Contractor shall schedule the work areas and airfield vehicle operation through the CO. The Contractor is responsible for obtaining general airfield operating instructions, to include a safety and flight line driving briefing, prior to beginning work. This is accomplished at Airfield Operations (Bldg 120). The Contractor shall provide the CO a complete list of all employees and shall provide updates to this list as they occur. The Contractor is responsible for ensuring all workmen are in compliance with these instructions.
6. The Contractor shall stop construction for winter shutdown. Winter shutdown shall be from 15 November though 15 March. The Contractor shall protect all construction from damage by adverse weather during the winter shutdown. The Contractor shall conduct work so that no area will have incomplete work at the beginning of the winter shutdown period. The Contractor shall turn over the entire area for use by the Government during the winter shutdown period.
7. The All American Landing Zone is located between the point of artillery firing and the artillery impact zone used by the U.S. Army Reserve and Arkansas National Guard Units on Camp Robinson. The artillery firing is primarily on weekends. The Contractor shall avoid weekend work or closely coordinate weekend work with Camp Robinson authorities so as to avoid any work when artillery firing is planned. The Contractor shall coordinate his work schedule with Camp Robinson’s Operation and Plans Specialist (phone 212-5232).
8. The All American Landing Zone and adjacent area may be used for air drops during the construction period. The Contractor shall coordinate and schedule his work with the Little Rock Air Force Base Operations.
9. Downtime Due to Aircraft Operations
a. CLEARING THE RUNWAY: Upon notification by a representative of the Contracting Officer, Base Operations, Air Traffic Control, Fire Department, or Security Police, the Contractor shall immediately cease operations and move all equipment and personnel a minimum distance of 250 feet from the edge of the runway or taxiway as directed. Equipment and personnel necessary to accomplish this condition shall be the responsibility of the Contractor. Upon notification that the runway is clear, the Contractor shall immediately move his equipment back to the runway and resume construction operations.
b. MEASUREMENT OF DOWNTIME: Downtime will be measured by the crew hour, to the nearest ten minutes, from the actual time construction operations cease until the time operations resume or to the end of the regular work period; excluding scheduled breaks such as lunch or rain or other. Any delay in vacating the runway or returning to the runway and resuming construction, due to the breakdown of equipment, negligence or convenience of the Contractor, will not be measured as downtime. The Contracting Officer’s Representative will keep a log of each period of downtime, showing the time it started, time it stopped, actual hours of downtime. The log shall be initialed each time by the Contracting Officer’s Representative and the Contractor. In the event there is a disagreement over time, the Contractor shall notify the Contracting Officer of this disagreement within 24 hours. Failure to do so within the time specified shall constitute acceptance by the Contractor of time on the Contracting Officer’s Representative’s log. The minimum amount of downtime measured will be ten minutes. Any downtime measured less than
COORDINATION 01 14 19 - 26
ten minutes shall be recorded as ten minutes.
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