Attach_3_-_SOW_7Feb18.pdf
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- Attached to
- AE Design Repair Structural Columns at the Thunder Dome (B1140) Federal contract opportunity
- Solicitation number
- FA500418RD007
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Attach 3 - Statement of Work
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Other files for this federal contract opportunity
| File | Type | Posted |
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| Attach_6_-_AMRDEC_Guide.pdf | ||
| Attach_1_-_Instructions_to_Offerors.pdf | ||
| Attach_5_-_PPQ.pdf | ||
| Attach_2_-_Evaluation_Factors.pdf | ||
| Attach_4_-_SF330.pdf |
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STATEMENT OF WORK
SECTION 1
SPECIFIC REQUIREMENTS FOR INVESTIGATION AND DESIGN OF
FTQW 14-1002, REPAIR STRUCTURAL COLUMNS OF THE THUNDER DOME (B1140)
1.01. GENERAL:
A. The Architect-Engineer (A-E) shall perform the services as described in the following Sections of this Statement of Work and as described below:
B. The Air Force project engineer for this project is SSgt Jason Price. SSgt Price can be contacted in the Eielson AFB Engineering Flight office in bldg. 2258 (2310 Central Ave.), at 907-377- 4253, or jason.price.9@us.af.mil to discuss any questions concerning the project requirements.
C. Besides the design and construction criteria listed in Section 2.04 this design effort shall conform to the requirements of:
NFPA 1, Uniform Fire Code
NFPA 10, Portable Fire Extinguishers
NFPA 30, Flammable and Combustible Liquids Code
NFPA 33, Standard for Spray Application Using Flammable or Combustible Materials
NFPA 70, National Electrical Code
NFPA 72, National Fire Alarm Code
NFPA 80, Standard for Fire Doors and Other Opening Protectives
NFPA 101, Life Safety Code
NFPA 170, Fire Safety Symbols
NFPA 230, Standard for the Fire Protection of Storage
NFPA 241, Safeguards During Construction
UFC 1-200-01 General Building Requirements
UFC 1-200-02 High Performance and Sustainable Building Requirements
UFC 3-600-01 Fire Protection Engineering for Facilities
UFC 3-310-03A, Design: Seismic Design for Buildings
UFC 4-010-01, DoD Minimum Antiterrorism Standards for Buildings
Along with any other pertinent industry standards. Ensure repaired and modified systems will meet applicable State Department of Environmental Conservation and EPA requirements.
1.02. BACKGROUND: The Thunder Dome Hangar B1140, is a 300' x 300' concrete structure that serves as the primary heavy- aircraft support hangar for REDFLAG-Alaska. This building, constructed in the early l950's, is a concrete structure supported with multiple buttresses. The building houses numerous offices and conference rooms along the two-story East and West sides of the building. Some of the support elements on each corner of the building are failing and show evidence of severe concrete damage.
1.03. SCOPE OF DESIGN PROJECT: The work required under this contract includes investigation and design services necessary to develop construction documents for a project to accomplish the work described below. Work included in the design is expected to include the following items: selection of equipment and materials, and production of a complete set of documentation, to include specifications, drawings, etc., necessary for the Government to advertise and award a construction contract for the work. The investigation and design requirements shall include the following major items of construction which shall result in a full repair to the structural elements of the hangar that show evidence of failure:
A. Investigation and design of demolition, relocation, and replacement of any existing architectural component, structural component or equipment (mechanical systems, electrical power, lighting, fire alarms, communications and/or other facility systems) required to facilitate the repair of the structural columns.
B. Investigation and testing for presence of hazardous materials such as asbestos and lead based paint.
C. Though the building has undergone several renovations and hazardous materials abatement projects, it is possible that hazardous materials such as lead-based paint (LBP) and asbestos containing materials (ACM) are present. No LBP or ACM surveys are available.
1. The A-E shall perform LBP, ACM and other hazardous materials surveys as required to create construction documents that are easily bid by Contractors.
2. The A-E shall create construction documents that require the Contractor to perform their own screening, abatement and disposal of hazardous materials to protect their workers.
D. The A-E shall investigate and design repair of all structural elements of the hangar that show evidence of failure.
H. HAZARDOUS MATERIALS: The following guidance shall be used for dealing with hazardous materials:
1. Asbestos containing materials (ACM), lead base paint (LBP), polychlorinated biphenyls
(PCBs), contaminated soils, and other hazardous materials may be present in and around Building 1140. The A-E shall anticipate the potential presence of hazardous materials in the design project, and sub-contract with firms who perform testing for hazardous materials and prepare project documents for their remediation. Technical provisions shall be developed such that all requirements for handling, worker protection, and environmental protection at the work site are referenced to OSHA, EPA, and ADEC regulations as well as pertinent Eielson AFB requirements referenced in the Asbestos Management and Operations Plan, Lead-base Paint Management Plan and the Hazardous Waste Management Plan.
2. When construction requires special demolition procedures to protect personnel from exposure to excessive levels of hazardous materials, these requirements shall be specified and coordinated with the Eielson AFB project engineer and the Eielson AFB Environmental Element of the Installation Management Flight. These procedures shall not be less stringent than Federal OSHA and EPA requirements. Mitigation of hazards to workers shall be included in this design project.
3. The following items are a minimum of what shall be included in the project documents when dealing with hazardous material remediation. Project drawings shall denote the location of hazardous materials and provide sufficiently detailed information for their remediation, to include accurate quantities. Project drawings shall also note the location of approved, permitted, on-base disposal areas if available for use during project construction. The most direct haul route, minimizing the exposure risk for personnel, between the project site and disposal area shall also be shown on the drawings. Construction contractor notification and permitting requirements shall be specified.
I. WASTE DISPOSAL/BORROW PIT PLAN: The design shall include a project specific Waste
Disposal/Borrow Pit section. The A-E shall complete the estimated quantities of wastes to be generated and borrow materials required on the Worksheet during the investigation phase. The Eielson AFB Natural Resource Manager will then produce a project specific Waste Disposal/Borrow Pit Plan section to be incorporated into the specifications at the 95% design phase. The Waste Disposal/Borrow Pit Worksheet is an appendix to Specification 01 14 00 (which is in attachment A of this section of the Statement of Work).
J. The A-E shall ensure the requirements of the attached AF IMT 813 are incorporated into the construction documents.
K. Investigation and design shall include repair and painting of all existing surfaces that are disturbed by new work where appropriate and painting of all new work where appropriate.
L. Design documents shall require a Construction Warranty – one year on all new work and longer warranty where it is industry standard (i.e. the roof).
M. The identification and analyses of alternative options shall include scope descriptions, the costs and other associated impacts of each alternative.
N. The A-E shall include drawings and photographs with the body of each submittal as necessary to adequately describe the work involved. Drawings associated with each submittal shall be of a sufficient size so that details and notes are easily readable. Drawings 11"x17" or smaller shall be bound with the report.
1.04. SCOPE OF WORK: The work includes: attending pre-investigation meeting; investigating site conditions, options, collecting and reviewing project data and records; developing design concepts and cost estimates; submitting an investigation report; attending review meetings; making the review revisions requested by the Government; submitting intermediate design documents; and producing a complete design based on the requirements specified above and based on comments received during the Investigation, 65% and 95% design review meetings.
1.05. TASKS:
A. The investigation and design shall be divided into four tasks. The Contracting Officer will issue a Notice to Proceed for each task. The Government shall neither approve payment for a task nor issue Notice to Proceed for the subsequent task until all work under the task is complete and the A- E has provided all of the listed Contract Deliverable Items applicable to the task (except draft meeting minutes which may not yet be complete).
B. Pre-investigation and review meetings shall be scheduled by the Contracting Officer and be held at
Eielson AFB. They will be attended by the Government's Project Engineer, engineering staff, representatives of the reviewing agencies, invited interested parties, and the A-E's project manager and necessary staff. Reviewers will submit written comments on the investigation and design.
Comments will be provided to the A-E for response. The A-E may make a presentation at each meeting. The A-E shall record the proceedings of each meeting and submit a written summary report (minutes) of those proceedings to the Contracting Officer for written approval. Draft minutes for each meeting, including the responses to each reviewer's comments shall be submitted to the Contracting Officer within three (3) working days following each meeting.
C. All contract deliverable items for each task (except draft meeting minutes) shall be submitted to the
Contracting Officer at the same time. Approval from the Contracting Officer shall be obtained prior to the submission of contract deliverable items separately.
D. TASK I: Task I includes attending the Pre-Investigation Meeting and submitting draft and final minutes of the meeting; investigating the project site and applicable existing documents;
interviewing appropriate facility users and maintenance personnel; investigating options;
investigating design concepts; producing the required Investigation Report; submitting these documents to the Contracting Officer for review; attending the Investigation Review Meeting; and submitting draft meeting minutes of the Investigation review meeting to the Contracting Officer.
All deliverables shall meet requirements of this Statement of Work.
1. Pre-Investigation Meeting: The A-E and Government representatives will meet to discuss the objectives and requirements relating to the investigation. The A-E will have the opportunity to interview appropriate government personnel. The A-E shall record the proceedings of the meeting, and submit a draft meeting minutes to the Contracting Officer within 3 working days for approval.
2. Data Acquisition and Field Investigation: The A-E shall complete the necessary investigative field work and submit an investigation report to the Contracting Officer. The report produced shall include discussions of all aspects of the work required under the various options investigated -- identify each item of work and discuss any potential difficulties, alternatives to proposed work items, recommendations, construction cost estimate for each concept presented, and any additional findings pertinent to the project.
3. Cost Estimate in the Investigation Report: The A-E shall prepare investigation cost estimates for the project with a sufficiently large contingency (30%) to ensure that costs do not increase as design proceeds. The cost estimates shall be in both hard copy and electronic format.
Electronic format shall be in Excel.
4. Investigation Review Meeting: The meeting for discussing the investigative report will be scheduled by the Contracting Officer following receipt of the Investigation submittal, and will be held at Eielson AFB. The meeting will be attended by the Government's Project Engineer, engineering staff, representatives of the reviewing agencies, invited interested parties, and the A-E's project manager and necessary staff. Reviewers will provide the A-E with written review comments regarding his report for his response and action. The A-E may make a presentation at the meeting. The A-E shall record the proceedings of the meeting and submit draft minutes to the Contracting Officer for written approval. The draft minutes shall include the responses to each reviewer's comments and shall be submitted within three (3) working days following the meeting.
5. Contract Deliverable Items: The following items are deliverable as part of Task I:
a. The Draft Pre-Investigation Meeting minutes shall be submitted to the Contracting Officer by email within three (3) working days after the Pre-Investigation meeting. Corrections to the meeting minutes may be required by the Government.
b. Three (3) hard copies of the investigation report. This report shall include alternative design concepts, analysis, recommendations, construction cost estimates, waste disposal/borrow pit worksheet (Microsoft Word format) and the approved Pre-Investigation Meeting minutes.
These requirements shall be submitted to the Contracting Officer for review and for presentation / discussion at the Investigation Review Meeting.
c. Three (3) copies of the entire investigation report on CD.
d. The draft investigation review meeting minutes shall be submitted to the Contracting
Officer by email within three working days of the investigation review meeting.
Corrections to the meeting minutes may be required by the Government.
e. All design submittals (design analysis, specifications, plans, etc.) may be sent via
AMRDEC SAFE file exchange website. (See AMRDEC Safe Guide.)
E. TASK II: Task II includes producing 65% design documents as defined in this statement of work; incorporating changes requested in approved review comments; submitting the required documents to the Contracting Officer for review; discussing these documents at the 65% design review meeting; and submitting draft minutes of the 65% design review meeting to the Contracting Officer.
1. Contract Deliverable Items: The following items are deliverable as part of Task II:
a. Three (3) hard copies each of the required 65% design documents -- drawings, complete specifications, cost estimate, design analysis, completed AF Form 66, Draft DD Form 1354 and approved/final investigation review meeting minutes, including all comments and responses.
(1) Drawings may be ½-size, but only if all details are easily legible.
(2) The waste disposal/borrow pit plan shall be in Microsoft Word format.
(3) The 65% design cost estimate provided by the A-E shall have zero contingency. The cost estimate shall be in Microsoft Excel format.
b. Three (3) copies of the entire 65% documents on CD.
c. The draft 65% design review meeting minutes shall be submitted by email within three (3) working days after the 65% design review meeting. Corrections to the meeting minutes may be required by the Government.
e. All design submittals (design analysis, specifications, plans, etc.) may be sent via AMRDEC
SAFE file exchange website. (See AMRDEC Safe Guide.)
2. 65% Design Review Meeting: The 65% design review meeting will discuss the 65% design and shall be scheduled following receipt of the 65% design submittals.
F. TASK III: Task II includes producing 95% design documents as defined in this statement of work; incorporating changes requested in approved review comments; submitting the required documents to the Contracting Officer for review; discussing these documents at the 95% design review meeting; and submitting draft minutes of the 95% design review meeting to the Contracting Officer.
1. Contract Deliverable Items: The following items are deliverable as part of Task II:
a. Three (3) hard copies each of the required 95% design documents -- drawings, complete specifications, cost estimate, design analysis, completed AF Form 66, Draft DD Form 1354 and approved/final investigation review meeting minutes, including all comments and
(1) Drawings may be ½-size, but only if all details are easily legible.
(2) The waste disposal/borrow pit plan shall be in Microsoft Word format.
(3) The 95% design cost estimate provided by the A-E shall have zero contingency. The cost estimate shall be in Microsoft Excel format.
b. Three (3) copies of the entire 95% documents on CD.
c. The draft 95% design review meeting minutes shall be submitted by email within three (3) working days after the 95% design review meeting. Corrections to the meeting minutes may be required by the Government.
e. All design submittals (design analysis, specifications, plans, etc.) may be sent via AMRDEC
SAFE file exchange website. (See AMRDEC Safe Guide.)
2. 95% Design Review Meeting: The 95% design review meeting will discuss the 95% design and shall be scheduled following receipt of the 95% design submittals.
G. TASK IV: Produce final (100%) design documents as defined in this Statement of Work and as described below:
1. Final (100%) Documents: The A-E shall incorporate into the 100% project documents the revisions requested in the approved 95% design review comments. Each plan sheet shall bear the seal of a Registered Professional Engineer.
2. Contract Deliverable Items: The following items are deliverable as part of Task III:
a. Three (3) half size paper copies of the 100% drawings.
b. Three (3) paper copies of the 100% specifications, the 100% design analysis, the 100% construction cost estimate, the final AF Form 66, Draft DD Form 1354 and the approved/final 95% design review meeting minutes.
c. Three (3) sets of CD-ROMs containing the complete project specifications, drawings, AF
Form 66, final design analysis, the final construction cost estimate, and the approved/final 95% review meeting minutes. The project specifications, review meeting minutes, design analysis and Draft DD Form 1354 shall be delivered in Microsoft Word format. The AF Form 66 and construction cost estimate shall be delivered in Microsoft Excel format. The project drawings shall be delivered as the latest version of AutoCAD files and in PDF format. AutoCAD drawings shall be developed to be plotted at desired scale on ANSI D (22”x34”) paper when scale of “1:1” is selected during the plotting function. If specific plot assignment files or fonts were used in the creation of the AutoCAD drawings these files shall be included on the CDs.
d. All design submittals (design analysis, specifications, plans, etc.) may be sent via
AMRDEC SAFE file exchange website. (See AMRDEC Safe Guide.)
NOTE: Specifications shall be bound and shall be printed on double-sided 8-1/2 x 11 bond paper. Design analyses, cost estimates, and AF Form 66 shall be printed on 8-1/2 x 11 bond paper and shall be bound. All pages shall be numbered consecutively. The design analyses, cost estimates, and AF Form 66 may be included in the specifications binder during the earlier submittals, but the specifications shall be bound separately at 100%. Provide all plot style files, font files and x-refs utilized with the drawing files. All x-refs shall be bound to the appropriate drawing files.
1.06. SCHEDULE
A. Pre Investigation Meeting – within 7 calendar days after contract award
B. Investigation period – 28 calendar days after Notice to Proceed (NTP)
C. Investigation review period – 14 calendar days
D. 65% design period - 35 calendar days
E. 65% review period - 14 calendar days
D. 95% design period - 35 calendar days
E. 95% review period - 14 calendar days
F. 100% document preparation - 14 calendar days
END OF SECTION
SECTION 2
GENERAL A-E INVESTIGATION AND DESIGN SERVICE REQUIREMENTS FOR
FTQW 14-1002, REPAIR STRUCTURAL COLUMNS OF THE THUNDER DOME (B1140)
2.01 GENERAL SCOPE: The A-E shall perform professional architectural and engineering services such as planning, investigation, study, surveying, design, and provide labor and materials to accomplish the work specified in this contract. The A-E shall be responsible for all travel and lodging arrangements and expenses involved in the performance of work under this contract. The A-E shall furnish the Air Force with complete and usable products to include: planning documents, investigative reports, study reports, design analyses, project drawings, technical provisions (specifications), equipment layouts, cost estimates, submittal registers, quality assurance plans, construction bidding amendments (resulting from design omissions or errors), construction contract modifications (resulting from design omissions or errors), and other documents required under this contract to provide complete engineering services for Eielson AFB, Alaska.
2.02 TYPE OF WORK: Work on the project may involve disciplines such as: civil, structural, hazardous materials testing, abatement and remediation; cost estimating; and computer word processing.
2.03 ADMINISTRATION: The Eielson AFB Contracting Officer (CO) is responsible for the administration of the contract. No change shall be made in the provisions of this contract without written authorization from the CO. The Base Civil Engineer (BCE) monitors the work and services furnished, and evaluates the performance of the A-E as the Contracting Officer’s Technical Representative (COTR). The COTR is not a CO and has no authority to contractually bind the Government or modify the contract.
2.04 GENERAL DESIGN CRITERIA: The Air Force requires complete and functional designs that are appropriate for the sub-arctic environment of interior Alaska. Design and construction shall conform to the most recent issue of the following standards and publications. The following shall be considered a partial list and not limit the standards which may apply to the project.
A. American Association of State Highway and Transportation Officials (AASHTO) Standards
B. U.S. Dept. of Transportation Federal Highway Administration (FHWA) Standards and Guidelines
C. State of Alaska Department of Transportation and Public Facilities (ADOTPF) Standards
D. National Fire Protection Agency (NFPA) – All codes and standards appropriate to project scope
E. National Fire Code (NFC)
F. AFM 88-3 – Air Force Design Criteria for Buildings
G. EM 385-1-1 – Safety and Health Requirements Manual
H. Occupational Safety and Health Agency (OSHA)
I. Air Force Occupational Safety and Health Agency (AFOSHA)
J. 18 AAC
K. National Electric Code (NEC)
L. National Electrical Safety Code (NESC)
M. International Building Code (IBC)
N. International Plumbing Code (IPC)
O. International Mechanical Code (IMC)
P. Uniform Mechanical Code (UMC)
Q. Uniform Plumbing Code (UPC)
R. American Society of Heating, Refrigeration and Air-conditioning Engineers (ASHRAE)
S. Sheet Metal and Air-conditioning Contractors National Association (SMACNA)
T. Other applicable Air Force Engineering Technical Letters (AFETLs)
U. National Earthquake Hazard Reduction Program (NEHRP)
V. American Society For Testing and Materials (ASTM) - Specifications and standards as applicable
W. American Society of Mechanical Engineers (ASME) - Specifications and standards as applicable
X. Unified Facilities Criteria (UFC)
Y. Unified Facilites Guide Specifications (UFGS)
Z. Underwriters Laboratories (UL) – All standards appropriate to project scope
AA. Engineering Technical Letters (ETLs)
BB. U.S. Green Building Council (USGBC) – All construction reference guides appropriate to project scope
CC. Whole Building Design Guide – www.wbdg.org
DD. Air Force Regulations, Technical Orders and Instructions
EE. EAFB GIS, Survey and Drafting Standards
FF. EAFB Architectural Compatibility Plan
GG. EAFB Roofing Standards 2017
HH. EAFB Door Hardware Spec. Guideline
II. EAFB Electrical Standards
JJ. Eielson Hazardous Material Management Plan HMMP
KK. Eielson Lead-based Paint Management Plan
LL. Eielson Asbestos Management and Operations Plan
MM. DD Form 1354
NN. Fillable 1354 – Check List
OO. AF Catcodes
PP. AFI 32-9005 Real Property Accountability
2.05 REFERENCES: All Air Force Manuals, Publications, and Guide Specifications will not necessarily be furnished. The A-E may acquire them from the Defense Printing Service Detachment Office, Standardization Document Order Desk, 700 Robbins Avenue, Philadelphia, PA 19111-5094 or other Federal agencies. The Special Assistance Desk phone number at Defense Printing Service is
(215) 697-2664. Many references and standards are available via the following websites:
www.wbdg.org and www.afcec.af.mil/library/index.asp. The A-E may review any Air Force Manual or publication available at the Base Civil Engineering offices. The Eielson AFB design guides are attached as appendices to this statement of work.
2.06 GOVERNMENT DOCUMENTATION: Because only the A-E can be expected to know exactly which record drawings will be useful for his design, the A-E should expect to spend some time in Eielson's Civil Engineering drawing storage vault locating drawings he might need. The A-E should not expect Government personnel to perform a drawing search for them. "As-builts", shop drawings, and operation and maintenance manuals that the Government may have are not guaranteed to be either accurate or complete. It shall be the A-E’s responsibility to verify any information or data that is given to them by the Government.
2.07 WARRANTY: The A-E shall bring any questions concerning the design to the attention of the Government during the design phase. The A-E shall verify that the final documents have been field checked to eliminate conflicts and interferences and shall provide interpretation of construction documents to clarify any omissions and/or errors to the CO.
A. DISCREPANCIES: The A-E shall be responsible for the professional quality, technical accuracy, and the coordination of all design, drawing, specification, and other services furnished by the A-E under the resulting contract. The A-E shall, without additional compensation, correct or revise any errors or deficiencies in design, drawings, specifications, and other services in a timely fashion to avoid construction delays.
B. INTERPRETATION: During the construction bidding and the construction periods of the project, the A-E shall be available, at no additional cost to the government, to interpret or clarify his plans and specifications, should questions arise. An appropriate number of hours for this effort may be negotiated with the design contract.
2.08 CONCEPT LIMITATIONS: General information and criteria provided to the A-E shall not prevent the A-E from suggesting or using improved methods and designs with functional or cost-saving advantages.
2.09 GOVERNMENT FURNISHED MATERIALS: The government shall furnish the A-E with the following:
A. A description of the specific requirements of the investigation and design of this project. See Section 4 of this Statement of Work.
B. An estimated construction cost range.
C. Digital as-builts for B1140 (attached to Section 4 of the appendices) and access to existing drawings of facilities as needed to perform design.
D. Eielson AFB specific Division I specifications (to be tailored by the A-E for specific project requirements). These specifications are attached to Section 4 of the appendices.
E. Pertinent Eielson AFB Design Guides (appendices to this Statement of Work).
F. Examples of applicable government forms to be completed by the A-E such as AF Form 66, Waste Disposal/Borrow Pit Coordination Review Form, AF Form 103, etc. These are attached to Section 4 of the appendices.
G. Pertinent Eielson AFB Environmental Management Plans
SECTION 3
A-E INVESTIGATION SERVICES FOR
FTQW 14-1002, REPAIR STRUCTURAL COLUMNS OF THE THUNDER DOME (B1140)
3.01 SCOPE OF WORK: A-E investigation services shall include activities such as participation in the Pre-Investigation meeting and submission of meeting minutes, the planning, study, field reconnaissance, materials testing, site survey and investigation, and work required to obtain the engineering information and data necessary for the accomplishment of this contract. The A-E shall determine the condition and type of existing roof conditions and other effected components involved in the project design. The A-E shall place particular emphasis on making an accurate estimate of the location and quantity of hazardous materials affecting the project design. The A-E shall perform roof condition surveys, prepare documents showing existing conditions, conduct fact finding investigations, collect and review project data and records, create alternative design concepts, preliminary estimates of cost and construction timelines, and prepare and present a written investigation report.
3.02 PRE-INVESTIGATION MEETING: The A-E and Government representatives will meet to discuss the objectives and requirements relating to the investigation. The A-E will have the opportunity to interview appropriate government personnel and request any assistance that may be required. Record the proceedings of the meeting, and submit a written summary report (meeting minutes) to the CO.
3.03 COST AND SCHEDULE ESTIMATE: A preliminary construction timeline and cost estimate shall be included with the investigation report. The A-E shall develop initial estimates of construction timelines and submit for each alternative considered. Any minor construction costs (new work as defined by the Air Force) in the project has a limit and therefore must be tracked separately. The A-E shall separate the cost of minor construction work for ease of tracking. If the estimated construction cost differs significantly from the range shown in the Contract, or exceeds the statutory limit (if one exists), or exceeds the Programmed Amount (PA), the A-E shall notify the CO as soon as practical and shall not proceed until advised to do so by the CO.
3.04 INVESTIGATION REPORT: The A-E shall prepare an investigation report detailing the findings of the investigation and submit it to the CO for approval. Included in this report shall be site plans, photographs, hazardous materials surveys and test results, documents describing existing conditions prepared by the A-E, inspection results, engineering data, cost and construction estimates, product literature and technical data required to support their findings, etc. required to perform the requested engineering services. If applicable to the project, the report shall include recommendations for design and estimated design and construction schedules. After review of the report by the CO, the A-E shall present the report at an investigation review meeting at Eielson AFB. Changes resulting from the investigation review meeting shall be incorporated into the first design submittal.
3.05 INVESTIGATION REVIEW MEETING: At the meeting the attendees will discuss the investigative report, consider design alternatives, and give technical guidance for proceeding with the design. The A-E shall attend the investigation review meeting at Eielson AFB, take attendance and minutes, and answer review comments. The investigation review meeting shall be scheduled through the CO. The meeting will be attended by the Government’s project engineer, engineering staff, representatives of the reviewing and using agencies, interested parties, and shall be attended by the A-E’s project manager and necessary staff. Reviewers will submit written comments on the design prior to the investigation review meeting. The A-E shall provide responses to the comments at the investigation review meeting.
SECTION 3
A-E INVESTIGATION SERVICES FOR
3.06 DOCUMENTS SUBMITTED: The exact number of documents required for each review submittal, and time frames for their development and review are described in section 1 of this Statement of Work.
3.07 CONTRACTOR’S FURNISHED PRODUCT: The A-E shall provide complete investigation report to the government as specified elsewhere in this statement of work. The investigation report shall be of the highest professional quality and shall provide the basis of as well as options for the design.
SECTION 4
A-E DESIGN SERVICES FOR
FTQW 14-1002, REPAIR STRUCTURAL COLUMNS OF THE THUNDER DOME (B1140)
4.01 SCOPE OF WORK: The A-E shall perform all services required to prepare and furnish complete construction documents, with addenda and contract modifications as required, for the accomplishment of this contract.
4.02 DESIGN SERVICES: Design services shall include all aspects of design required to provide a complete and accurate set of project documents to be used for obtaining contract construction services.
This shall include work elements such as:
A. Familiarization with the scope of the project, general conditions governing the performance of the work, and the conditions under which the project will be constructed.
B. Coordination with base civil engineering and the using agencies to develop functional relationships and detailed requirements.
C. Production of the required design documents.
4.03 STATUTORY DESIGN COST LIMIT: See contract.
4.04 DESIGN DOCUMENTS: The contract drawings to be furnished shall be well prepared, complete, and accomplished in accordance with the best professional practice to show clearly and concisely the type and extent of work to be performed. The drawings shall clearly distinguish new and existing work.
The drawings shall be drawn to appropriate scales and dimensioned completely and accurately. Each drawing shall have a graphic scale. The A-E shall use a standard sheet format and fonts conforming to Eielson’s Drafting Standards. Lettering shall be large enough to ensure legible half-size reduction.
Each discipline’s group of drawings shall contain a detailed legend defining all applicable symbols appearing on that discipline’s sheets. The legend shall appear on the first sheet of each group. Standard building material indicators, and symbols for architectural items and for mechanical and electrical equipment shall be used to the greatest extent possible.
A. DESIGN ANALYSIS: The A-E shall prepare a complete and accurate design analysis to support the project design. Each sheet of the design analysis shall be sequentially numbered and shall carry the title of the project, date of analysis, and the designer’s name. The analysis shall be bound and prepared (typed or legibly printed) on 8-1/2”x11” bond paper or standard company form, with 1” left and right margins. The design analysis shall cite specific code references, assumptions, calculation sources, data sources, etc. Calculations and data shall be presented in a neat and logical progression. The analysis shall include elements such as: a brief description of the desired project outcome, anticipated construction schedule, description of existing conditions, site descriptions, existing facility features such as age and type of construction, utilities location and access, photos as necessary or required, electrical-load calculations, structural computations, plumbing calculations, fire rated construction, life cycle cost analysis, facility energy analyses, computer modeling, etc. A constructability report shall be incorporated into the 95% design analyses (see section 3.08). An updated design analysis shall be submitted at each design / review stage to describe and justify each decision made at that stage. The final design analysis shall present a clear and logical picture of the final design and shall be edited to exclude reference to changes made during the design process.
1. For facilities projects UFC 3-600-01, para. 1-7.2.1 states a fire protection design analysis and life safety plans are required for all Major Projects. The fire protection and design analysis and life safety plans shall be as required by UFC 3-600-01. (Does not apply to this design since it is not a renovation of major scope)
Note: When directed by the DFPE, projects with little or no fire protection considerations may not require a fire protection design analysis or life safety plans. (This note does apply to this project – a fire protection design analysis and life safety plans are not required).
B. BID SCHEDULE: The A-E shall provide a detailed bidding schedule in the format specified by the government.
C. DRAWINGS: The A-E shall prepare and furnish drawings to show existing site conditions, general layout of facilities, and the extent, type, and detailed requirements of the work to be performed. The preferred full scale drawing size for Eielson AFB is ANSI D (22”X34”), but other drawing sizes may be accepted upon prior approval of the CO. Separate drawings shall be prepared to cover all needed phases of architectural, hazmat, structural and electrical, etc.
work to be accomplished. The A-E shall provide a detailed schedule of drawings in the format specified by the government for each design project. In addition to hard copy drawings, the A-E shall provide electronic copies of the drawings on CD-ROMs in the Government’s most recent version of AutoCAD (version 2012 or later) and in read-only Adobe Acrobat Reader (.pdf file) format. Actual number of required copies of drawings to be submitted is described in Section 1 of this Statement of Work.
D. SPECIFICATION TECHNICAL PROVISIONS: The A-E shall prepare detailed specifications for each category of work for each building trade to meet government standards for competitive bidding. Included shall be a list of all government-furnished equipment (GFE). If no GFE is to be used, the specifications shall state no GFE is to be used. Specifications shall be written utilizing industry and government standards.
Specifications shall conform to the CSI system with CSI-format page numbers centered at each page bottom. The header of each page shall include the project title and project number on the left-hand side and the section number and section title on the right hand side. The specification Table of Contents shall indicate in the CSI format which sections are utilized and shall include a listing of the number of pages in each section. Brand name references in specifications shall be avoided and may only be used when no suitable standard is available.
Such cases must be justified on a case-by-case basis and be approved by the CO. If a brand name is used without a CO approved sole source justification letter the term “or approved equal” shall be used with the basis of design. Specifications shall be tailored to the project and be clear; concise; free of typographical, grammatical, and spelling errors; etc.
Specifications shall be printed on 8-1/2” x 11” bond paper with 1” left and right margins. In addition, the complete specifications shall be submitted on a CD-ROM, and in a form compatible with the Government’s most recent version of Microsoft Word (2013 or later).
Actual number of required copies is described in Section 1 of this Statement of Work.
E. COST ESTIMATE: The A-E shall prepare a detailed construction cost estimate. Estimates shall be broken down into line items by individual task and grouped into major construction categories such as architectural, hazardous material abatement, civil, structural, mechanical, fire protection, electrical, contractor mobilization(s), general contractor requirements, etc. showing labor (man-hours), material costs and equipment costs. Cost estimate shall be marked “FOR OFFICIAL USE ONLY”. Cost estimate shall be prepared using accurate data reflecting construction costs in the Fairbanks, Alaska area.
The estimate shall also reflect accurate costs associated with the particular requirements of constructing on Eielson AFB. The cost estimate shall be prepared assuming construction in Spring / Summer 2020.
Also include an “estimating contingency” line item amount appropriately sized per the level of design, with no estimating contingency costs included in the 65%, 95%, and 100% submittals. If the construction cost estimate will exceed the amount programmed by the Government, the A-E shall notify the CO as soon as that determination is made. If applicable, the cost estimate shall be broken down into “minor construction” and/or “repair and maintenance”. The final cost estimate forms shall be signed as official by the A-E. In addition to the hard copy, the final cost estimate shall be submitted on CD-ROM in the Government’s most recent version of Microsoft Excel (2013 or later). Actual number of copies is described in Section 1 of this Statement of Work.
4.05 DESIGN REVIEW: Design review will be held at the 65% and 95% design stage. After each review, the A-E shall not proceed to the next design stage until given Notice to Proceed (NTP) in writing to do so by the CO. Each review will take up to two (2) weeks, or as arranged/modified during the negotiations of the contract. The A-E shall allow for a total of four (4) weeks for government design review on each project (including review of the investigation report). Reviewer will submit written comments on the design prior to each review meeting. The A-E shall provide responses to the comments at the review meetings.
A. DESIGN REVIEW MEETING ATTENDANCE: The A-E shall attend design review meetings at Eielson AFB, take attendance and minutes, and answer review comments. The review meetings shall be scheduled through the CO. The review meetings will be attended by the Government’s project engineer, engineering staff, representatives of the reviewing and using agencies, interested parties, and shall be attended by the A-E’s project manager and necessary staff. Reviewers will submit written comments on the design that will be provided to the A-E for response.
B. 65% REVIEW: The 65% design package, which should be the A-E’s final design package, shall be submitted to the CO for final government review and acceptance. Included shall be the pre-final design analysis, drawings (in .pdf), drawing schedule, specifications, calculations, material selection types, bid schedule, AF Form 66, cost estimate, final estimate of required construction schedule, Draft DD Form 1354, constructability review and the approved investigation review meeting minutes to include the investigation comments and responses. The A-E shall have performed and completed Quality Assurance reviews of the design, and thoroughly proofread the specifications.
C. 95% REVIEW: The 95% design package, which should be the A-E’s final design package, shall be submitted to the CO for final government review and acceptance. Included shall be the pre-final design analysis, drawings (in .pdf), drawing schedule, specifications, calculations, material selection types, bid schedule, AF Form 66, cost estimate, final estimate of required construction schedule, Draft DD Form 1354, constructability review and the approved investigation review meeting minutes to include the investigation comments and responses. The A-E shall have performed and completed Quality Assurance reviews of the design, and thoroughly proofread the specifications.
D. 100% PACKAGE: The 100% package shall be the 95% package with those changes necessitated by the 95% design review. Included shall be the 100% drawings (in .pdf and AutoCAD), drawing schedule, AF Form 66, synopsis of work, specifications, design analysis (including calculations, recommended material selections, constructability report), bid schedule, cost estimate, estimate of required construction schedule, Draft DD Form 1354 and the approved 95% design review meeting minutes to include the 95% comments and
4.06 DOCUMENTS SUBMITTED: The exact number of documents required for each review submittal, and time frames (though subject to negotiation) for their development and review is described in section 1 of this Statement of Work. All of the architectural and engineering design, design analysis, specifications, and drawings shall be developed into a uniform level for each review submittal. All review plans and specifications shall be boldly marked on each page “FOR ENGINEERING REVIEW ONLY, ___% REVIEW, NOT FOR CONSTRUCTION”. The cover sheet of each document shall be boldly marked with the date submitted. Document packages shall include:
A. MINUTES AND REVIEW COMMENTS: The A-E shall submit minutes and the annotated review comments to the CO for written approval, within three (3) working days following each review meeting.
B. REVIEW DOCUMENTS: The A-E shall submit the required number of design packages for review to the CO at each review stage. See 3.04, 3.05 and Section 4 for specific requirements.
C. 100% SUBMITTAL: The A-E shall submit the required number of the 100% design documents to the CO as described in Section 4 of this Statement of Work and meeting the requirements in 3.04, 3.05 and Section 4 of this Statement of Work. Files shall be delivered and labeled clearly with typed project information, to include date, and shall be accompanied by a typed index. Each drawing file shall be made to stand-alone by binding all X-REFs.
Include all special font files used, and only use standard AutoCAD font files. Change all menus to standard AutoCAD prior to delivery. Include all *.ctb (plot configuration) files. If *.ctb files are not used, include list of pen weights.
4.07 CONTRACTOR’S FURNISHED PRODUCT: The A-E shall provide complete project designs to the government as specified elsewhere in this statement of work. The A-E shall provide any product literature and technical data required to support the design. Designs shall be of the highest professional quality and shall be certified by a registered architect, civil engineer, structural engineer, mechanical engineer, fire protection engineer, electrical engineer, or land surveyor, as appropriate. Each final plan sheet shall bear the seal of a Registered Professional Engineer or Architect.
4.08 CONSTRUCTABILITY REVIEW: A review of the design for constructability shall be made by the A-E prior to the submittal of the 65% documents. The A-E shall make a site visit during the 65% design phase to determine whether the plans accurately and completely represent existing conditions and to verify that the construction can proceed as designed. The constructability review report shall be incorporated into the 65% design analysis.
4.09 DD FORM 1354, TRANSFER AND ACCEPTANCE OF MILITARY REAL PROPERTY:
Prepare a draft DD Form 1354. On the form, identify all items of new construction and associated values. Identify work classified as repair or maintenance and its total aggregate value in the “remarks” section of the form. Coordinate directly with Eielson’s Real Property office to ensure proper completion of the form. Include the completed form as part of the 95% and 100% design submittals.
SECTION 5
ATTACHMENTS FOR
A. Eielson AFB Design Guides (10 Design Guides)
B. AF Form 66 Template
C. Eielson AFB Division 1 Specifications (12 Specifications)
D. AF Form 103 Template
E. Project Site Plan
F. B1140 Roof As-Builts
G. Project AF IMT 813
File details come from the government source that posted it.