Am_0003.pdf

Am #0003 - 2 (Continuation SF 30)

3 MAY 2022

Solicitation No. W9128F22R0053

Date of Issue: 12 APR 2022 New Date of Receiving Proposals: 20 MAY 2022

SUBJECT: Amendment No. 0003 to Request for Proposal Solicitation Package for Design and Construction of

ADAL FITNESS CENTER AT SCHRIEVER AFB, COLORADO

TO: Prospective Offerors and Others Concerned

1. The specifications and drawings for subject project are hereby modified as follows (revise all specification indices, attachment lists, and drawing indices accordingly).

a. Specifications (New and/or Revised and Reissued). Delete and substitute or add specification pages or sections as noted below. The substituted pages or sections are revised and reissued with this amendment. For convenience, on the revised specification pages, changes have been identified by “[*Am- 3]”(underlining of added text and/or strikeout of deleted text).

Pages or Sections Deleted Pages or Sections Substituted or Added 01 33 00.32 01 33 00.32* 01 33 29 01 33 29* 01 81 00 01 81 00* 01 82 00 01 82 00* 01 83 00 01 83 00* 01 84 00 01 84 00* 01 86 13 01 86 13* 01 86 26 01 86 26* 01 86 29 01 86 29* 01 89 00 01 89 00* 01 91 00.15 10 01 91 00.15 10* 02 41 00 02 41 00*

APPENDIX A – ROOM DATA SHEETS APPENDIX A – ROOM DATA SHEETS*

b. Drawings (Reissued). The following drawings are revised with latest revision date indicated on each sheet, and reissued with this amendment.:

(1) Sheet C-102, UTILITY PLAN

(2) Sheet AD102, FIRST FLOOR DEMOLITION PLAN

(3) Sheet A-101, FIRST FLOOR PLAN – AREA A

(4) Sheet A-102, FIRST FLOOR PLAN – AREA B

(5) Sheet A-112, SECOND FLOOR PLAN – AREA B

2. This amendment is a part of the proposing papers and its receipt shall be acknowledged. All other conditions and requirements of the request for proposal remain unchanged.

3. Electronic Proposal/Email. See Section 00 22 00 for how to submit electronic proposals.

Am #0003 - 3 (Continuation SF 30)

4. Electric Offers will be received until 2:00 p.m., local time at place of receiving proposals, 20 MAY 2022, as stated in the Request For Proposal.

Attachments:

Spec Pages listed in 1.a. above Dwgs. listed in 1.b. above (provided under separate cover)

U.S. Army Corps of Engineers, Omaha District 1616 Capitol Avenue Omaha, Nebraska 68102-4901

3 MAY 2022

jmh/2181

{ADAL Fitness Center} {SH54}

SECTION 01 33 00.32

DESIGN AND CONSTRUCTION DELIVERABLES/PROCEDURES

10/06; Rev 08/12

PART 1 GENERAL

Attachments: Attachment A, Design Certification and Transmittal Letter Attachment B, Supplemental Design Certification And Transmittal Form

Attachment C, Sample Submittal Paragraph DD Form 1354 - Transfer and Acceptance of Military Real Property

1.1 SUMMARY

a. Design

This section includes general requirements for developing and submitting a design including preparation of drawings, specifications, design analyses and other design deliverables conforming to the requirements contained in this section. Distribution requirements for design deliverables is also covered in this section. See Section 01 33 00.36 60 PERCENT DESIGN REQUIREMENTS and Section 01 33 00.38 100 PERCENT DESIGN REQUIREMENTS for specific requirements.

b. Construction

This section includes distribution requirements for the construction set of design deliverables and distribution requirements for DD Form 1354 and as-built drawings. Included also are the construction submittal classifications for use in editing the technical guide specifications and instructions on revisions to accepted design during construction.

1.2 APPLICABLE REFERENCES

The references listed below form a part of this specification to the extent referenced. The design publications listed below shall be used as sources of criteria for the design. The most current edition of the code or standard (with errata and addenda) available at the RFP proposal submission deadline shall be used as criteria for the design - unless noted otherwise.

The criteria from these sources may be supplemented, but not supplanted, by applicable criteria contained in nationally recognized codes and standards.

1.2.1 THE CONSTRUCTION SPECIFICATIONS INSTITUTE (CSI)

CSI Masterformat 2010 Master List of Section Titles and Numbers

1.2.2 WEB SITES

In addition to the web sites listed in this section, other RFP Sections may list web sites where design criteria references used in this solicitation package may be found.

NOTE: FOR ITEMS (a), (b), AND (c) BELOW, REFERENCES TO RECEIVING APPROVAL

FROM OTHER GOVERNMENT AGENCIES FOR ALTERNATIVE DESIGNS ARE NOT APPLICABLE

TO THIS PROJECT. THE CONTRACTOR IS THE DESIGNER WHEN READING THESE

DOCUMENTS.

SECTION 01 33 00.32 Page 1

ALL ITEMS LISTED BELOW ARE CONSIDERED TO BE A PART OF THE RFP

SOLICITATION DOCUMENT (AS APPLICABLE) AND THE RESULTANT CONTRACT.

(a) UNIFIED FACILITIES CRITERIA (UFC), TECHNICAL MANUALS (TM), TECHNICAL

INSTRUCTIONS (TI), AIR FORCE MANUALS (AFM), ENGINEERING TECHNICAL LETTERS

(ETL), ARMY ARCHITECTURAL AND ENGINEERING DESIGN CRITERIA (AEI),

SUSTAINABLE DESIGN DOCUMENTS, AND MILITARY HANDBOOKS (MIL HNDBK) can be obtained from the following internet addresses:

http://www.publications.usace.army.mil/.

http://www.wbdg.org/

Additional web sites are as follows:

AIR FORCE DESIGN CRITERIA:

http://www.e-publishing.af.mil/

(b) UNIFIED FACILITIES GUIDE SPECIFICATIONS (UFGS)

This includes UFGS sections referenced, but not provided in the solicitation and other UFGS sections required in developing the project specifications. Unless noted otherwise these Guide sections and may be downloaded in Acrobat (Read Only).pdf file format or Specsintact SGML (zipped) file format at the following internet address:

http://www.wbdg.org/ccb/browse_org.php?o=70

Guide specification numbers and titles referenced in the solicitation may vary from the actual specification numbers and titles available at the website listed above.

Specsintact software is may be downloaded at the following internet address:

http://specsintact.ksc.nasa.gov/Software/software.shtml

SI Version 4.0 (Version SI4.5.1.951) or later shall be used. The new unified submittal format shall be selected for file format.

1.3 DEFINITIONS

1.3.1 Contractor

Firm or company to whom award was made to design and construct the ADAL Fitness Center, PN GLEN 04-3013, located at Schriever AFB, Colorado.

1.3.2 Design

Documents or deliverables, as defined in this section, prepared by or under the direct supervision of registered professional architects and engineers and proposed by the Contractor to meet the requirements of this solicitation.

1.3.3 Design Drawings

Documentation showing in graphic and quantitative form the extent, design, location, relationships, and dimensions of the construction to be provided

SECTION 01 33 00.32 Page 2 by the Contractor. (Note: Shop Drawings, as defined in Section 01 33 00, "Submittal Procedures" are not to be provided until after design drawings are determined satisfactory for construction.)

1.3.4 Designer

Architects and Engineers (A-E) associated with the Contractor who are responsible for (1) preparing the design documents, (2) checking construction submittals, considered extensions of design (A-E), for compliance with the prepared Construction set design documents and (3) have the qualifications and experience specified herein.

1.3.5 Request for Proposal (RFP)

Documents furnished to prospective offerors containing proposal information and specifying criteria and project requirements for design and construction of the ADAL Fitness Center, PN GLEN 04-3013 located at Schriever AFB, Colorado. The documents include this specification, attachments, and the RFP drawings.

1.4 QUALITY ASSURANCE

1.4.1 Construction Personnel Experience

The Construction Personnel experience shall be as submitted per the requirements of Section 00 22 00 PROPOSAL SUBMISSION REQUIREMENTS, EVALUATION CRITERIA AND BASIS OF AWARD. If, because of reasons beyond the control of the construction firm, the named individuals are not able to fulfill this obligation, replacement personnel with similar skills and experience shall be presented for acceptance by the Contracting Officer.

Replacement individuals for this solicitation shall be required to have qualifications and experience meeting or exceeding those identified in the proposal. The Contractor shall obtain the Contracting Officer's written consent before making any substitution for these designated personnel.

1.4.2 Designer Qualifications and Experience

The experience of the Design Personnel assigned to the work performed in connection with this solicitation shall be equal to or better than that indicated below. Submit resumes and credentials indicating compliance with these requirements as part of Design Quality Control Plan submittal defined in 01 45 00.00 10 QUALITY CONTROL. If, because of reasons beyond the control of the design team, the named individuals are not able to fulfill this obligation, replacement personnel with similar education and experience shall be presented for acceptance by the Contracting Officer.

Replacement individuals for this solicitation shall be required to have qualifications and experience meeting or exceeding those identified in the proposal. The Contractor shall obtain the Contracting Officer's written consent before making any substitution for these designated personnel.

Project Managers and Lead Designers shall be registered professional architects or engineers with at least five (5) years experience as a registered professional in the proposed position/role in the design of similar projects. Projects should be at least $5,000,000 in construction cost, of a type similar to the work described in this solicitation, and completed within the past five (5) years of the date that proposals are due. Required Design personnel are listed below. Designers shall be immediately available for design services at the time of Notice to Proceed:

SECTION 01 33 00.32 Page 3

Project Design Manager (Registered Architect or Engineer) Registered Architect (RA) Registered Structural Engineer Registered Mechanical Engineer Registered Fire Protection Engineer Registered Electrical Engineer Registered Communications Engineer (RCDD) Interior Designer (NCIDQ) BIM Manager (certification not required, but submit proof of experience) Sustainability Coordinator [*Am-3] <text deleted> [**Am-3]

Lead Designers may not serve dual roles on this project unless approved by the Government.

1.5 SUBMISSION OF DESIGN DRAWINGS, SPECIFICATIONS AND DESIGN ANALYSES

1.5.1 Design Certification

Within each design submittal, the Contractor shall certify that all items submitted in the design documents (after construction award) comply with this RFP, the Division 1 specifications, and mandatory requirements of the UFGS and designated CEGS (Omaha District Specifications). The criteria specified in this RFP are binding contract criteria and in case of any conflict, after award, between the RFP criteria and Contractor's submittals, the RFP criteria will govern unless there is a written and signed agreement between the Contracting Officer and the Contractor waiving a specific requirement. The Contractor shall present with the letter of transmittal for each design submittal (including the 100% corrected design (backcheck) submittal) a certification that the submittal (plans, specifications, design analysis, etc.) complies with the requirements stated above, similar to that shown at Attachment A of this section.

1.5.2 Deviations

Deviations from the RFP technical requirements shall be identified in the letter of transmittal and design certification letter. Deviations from the RFP technical requirements will be considered and accepted by the Contracting Officer, if the changes results in a significant improvement to the project or it exceeds the minimum RFP technical requirements.

1.5.3 Field Inspection

The Contractor shall verify field conditions which are significant to design, by field inspection, researching and obtaining all necessary existing facility as-built drawings and reproducing them for his own use as necessary, and discussing status with knowledgeable personnel. The information shall be reflected in the design documents.

1.5.4 Drawings

1.5.4.1 Software Requirements

Design and As-Built requirements shall be developed and maintained in accordance with 01 33 39.00 10 ADVANCED MODELING (BIM/CIM/GIS/CAD) REQUIREMENTS and 01 78 39.00 24 AS-BUILT DRAWINGS, respectively. The files developed for the RFP will be provided to the Contractor for the designer's optional use. The files developed for the RFP were not developed or coordinated in compliance with the design requirements listed herein. Use

SECTION 01 33 00.32 Page 4

Kari Highlight [*Am-3] <text deleted> [**Am-3] of the concept model shall not limit compliance with BIM or As-Built requirements in this contract.

1.5.4.2 RFP Drawings

The drawings furnished with this solicitation will be furnished to the Contractor in Autodesk AutoCAD (.dwg) 2013 for building files and Autodesk Civil 3D files. See Section 01 30 00.24 OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS for when the RFP Drawings will be made available.

1.5.5 Design Documents

Design documents, as required by the 60 percent and 100 percent design submittals stated hereafter, shall include construction drawings, specifications, design analysis, and other design deliverables for categories such as, but not limited to, architectural, interior design, structural, mechanical, electrical, communications, fire protection, grading, drainage, paving, and outside utility services. Specifications shall be in sufficient detail to fully describe and demonstrate the quality of materials, the installation and performance of equipment, and the quality of workmanship. Detailing and installation of all equipment and materials shall comply with the manufacturer's recommendations. The design analysis shall be for each discipline of work and shall include all features with the necessary calculations, tables, methods and sources used in determining equipment and material sizes and capacities, and shall provide sufficient information to support the design.

1.5.6 Design Reviews

A minimum of two design reviews during design will be held at Schriever AFB, CO at the 60 percent and the 100 percent completion stages of the final design. A backcheck review will be made on the Corrected 100 percent design. Once the Corrected 100 percent design is reviewed and determined to be satisfactory for the purpose of beginning construction, the Contractor shall prepare and distribute sets of documents for construction. The Contractor shall attend the design reviews, visit the site and make other trips as necessary during the design to accomplish the work.

1.5.7 Document Packaging

The 60 percent design submittal includes the 60 percent complete site and utility design and building design (See 01 30 00.24 OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS, paragraph: Sequence of Design-Construction for optional packaging and submission of design documents). These documents shall be packaged and stamped "For Review Only - 60% Design - Not For Construction"; and each sheet of the drawings shall also be stamped. The 100 percent design submittal includes 100 percent complete site and utility design and building design and shall be stamped "For Review Only -100% Design - Not For Construction", and each sheet of the drawings shall also be stamped. The backcheck design submittal(s) after the Government review of the 100 percent complete site and utility design and building design shall be stamped "100% Corrected Design - Not For Construction"; and each sheet of the drawings shall also be stamped. The 100% Corrected Design submittal is for making corrections resulting from review comments and for preparing the final project documents. No additional time for completion of the contract will be granted to the Contractor due to insufficient design submittals. See paragraph 3.7.6 "Government Design Review and Acceptance" for additional requirements.

SECTION 01 33 00.32 Page 5

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 DRAWINGS

Prepare, organize, and present drawings in the format specified herein.

Provide drawings complete, accurate and explicit enough to show compliance with the RFP requirements and to permit construction. Drawings illustrating systems proposed to meet the requirements of the RFP performance specifications shall reflect proper detailing for each such system to assure appropriate use, proper fit, compatibility of components and coordination with the design analysis and specifications required by this section. Coordinate drawings to ensure there are no conflicts between design disciplines and between drawings and specifications. For specific drawing requirements, see Sections 01 33 00.36 60 PERCENT DESIGN REQUIREMENTS and 01 33 00.38 100 PERCENT DESIGN REQUIREMENTS. The following subparagraphs cover general drawing requirements.

3.1.1 Drawings Format

Full size drawings are considered 22 inches x 34 inches. Half-size drawings are considered 11 inches x 17 inches. Title block shall be as indicated in the USACE A/E/C. Recommended drawing scales are specified in Sections 01 33 00.36 60 PERCENT DESIGN REQUIREMENTS and 01 33 00.38 100 PERCENT DESIGN REQUIREMENTS. The Cover Sheet of the Contractor prepared drawings shall bear the stamp or seal and signature of the registered architect or appropriate engineer responsible for the work and proposed to meet the RFP requirements. Drawing project code numbers on all border sheets for the design and construction drawings shall be as follows: obtain from Rebecca Vandine, CENWO.ConstructionSubmittal@usace.army.mil, 402-289-7728.

3.1.2 Drawings Sequence

Arrange drawings by design discipline in accordance with National CADD Standards.

3.1.3 Drawings Required

As a minimum, the Contractor shall prepare and submit the following design drawings:

a. Title Sheet, Index of Drawings, Legend and Abbreviations and Soil Borings.

b. Site-Civil Drawings

c. Utility Drawings (Water Supply, Wastewater, Gas, and Electrical)

d. Architectural Drawings

e. Interior Design Drawings

f. Structural Drawings

g. Mechanical Drawings

SECTION 01 33 00.32 Page 6

h. Plumbing drawings

i. Electrical Drawings

j. Communications Drawings

k. Fire Protection Drawings

3.2 SPECIFICATIONS

3.2.1 Project Specifications

3.2.1.1 General Requirements

The Contractor shall develop project specifications utilizing the Division 1 Specifications furnished with this RFP; unedited Unified Facilities Guide Specifications (UFGS); designated specification sections furnished with this RFP; and the development of additional project specifications not covered by UFGS. A copy of the UFGS sections and RFP sections that were available at the time this solicitation was issued will be furnished to the successful offeror on CD-ROM upon request. Specifications will be edited utilizing the Master Format 2014 numbering system.

The Contractor shall utilize Specsintact software.

Minimum hardware requirements are as follows:

Windows® Operating System: Windows Vista, 7, 8, or 10

Processor: 1 GHz or Faster or System-on-a-Chip (SoC)

Hard Disk Space: 16 GB

RAM: 1 GB (32-bit) or 2 GB (64-bit)

Display: DirectX 9 grapics device with WDDM 1.0 or higher driver

After installation, SpecsIntact only requires 30MB disk space for a Local installation and 56MB for a Network installation. Additional space is required for new projects as well as Masters, which are downloaded separately.

3.2.1.2 Technical Specifications

The Contractor shall be required to use unedited UFGS and designated unedited CEGS sections for developing project specifications.

Specification paragraphs and subparagraphs shall not be rewritten to lessen the quality of the original technical specification sections, unless directed otherwise. The technical guide specifications describe the type and quality of material and installation normally acceptable for Corps of Engineers Construction, and often represent specific agreement between the Government and the applicable industry. The provision of the technical guide specification should not be changed without justification.

Justifications and identification for additional materials shall be identified in the design analysis under the appropriate design discipline.

Designer notes shall not appear in any design submittals. Only bracketed choices and inapplicable items shall be marked for deletion. These items shall be removed in corrected 100 percent specifications submittal. The Contractor shall complete the editing of all options in these

SECTION 01 33 00.32 Page 7 specifications. Where designer notes are provided, the Contractor shall edit the choice in accordance with the recommendations and guidance of the Notes, except where specific guidance has been provided with this RFP (i.e.

submittal paragraph). See additional requirements in Sections 01 33 00.36 60 PERCENT DESIGN REQUIREMENTS and 01 33 00.38 100 PERCENT DESIGN

REQUIREMENTS.

3.2.1.3 Editing Technical Specifications (Designated CEGS or UFGS)

(1) Incorporating Established RFP Requirements into Guide Specifications

Where specific requirements in regards to materials, methods and end function requirements are provided in the edited RFP Division 1 and Sections

02 41 00 DEMOLITION

provided in this RFP, the unedited Unified Facilities Guide Specifications (UFGS) and designated unedited CEGS (Omaha) shall be edited to reflect these requirements. Variations to these requirements will not be permitted, unless authorized as a design deviation by the Contracting Officer.

(2) Requirements of Guide Specifications Not Established By RFP Requirements

Where specific direction has not been provided in regards to materials, methods and end function requirements, the final requirements will be a result of the completed design by the Contractor.

The applicable unedited UFGS and designated CEGS (Omaha) Sections, Divisions 2 through 49, provide requirements for a variety of materials and systems. Deleting applicable requirements from these specifications will not be permitted, unless accepted as a design deviation by the Contracting Officer.

(3) ADDITIONS: If the specifications of the UFGS or designated CEGS does not cover a feature that is in the project, new sentences and/or paragraphs shall be inserted in the proper locations to adequately cover the feature of work. Additions shall not lessen the quality of materials indicated by the specifications. If a new material is added, it shall be properly referenced in "Applicable Publications," "MATERIALS," "SUBMITTAL," "TESTS," and "INSTALLATION" paragraphs, as applicable.

(4) DELETION OF INAPPLICABLE TEXT MATERIAL, AS NECESSARY, TO TAILOR

THE SPECIFICATIONS TO FIT THE PROJECT: After deletion has been made to all inapplicable paragraphs, subparagraphs, choices, and schedules from the body of the specifications (including but not limited to the correction of lists in "Submittals," "Tests," and "Installation" paragraphs), delete all nonapplicable references listed in the preceding "APPLICABLE PUBLICATIONS" and "MATERIALS" paragraphs.

Deletions shall not lessen the quality of materials indicated by the specifications.

(5) Do not remove any special code markings for submittals, references, tests or section references, unless the text is not required.

SECTION 01 33 00.32 Page 8

(6) REFERENCES TO SPECIFICATION SECTIONS. The Contractor shall be responsible for coordinating section references, along with the technical requirements, to specific specification sections (number and title) within the project specifications. Section references (title and number) shall be revised to reflect the titles and numbers of specification sections used.

(7) REFERENCES. The Contractor shall be responsible for coordinating references or publications referenced in the text of each specifications with those references listed at the beginning of each section. See paragraph: Reports below. The Specsintact Software removes references or publications not referenced in the text from the Reference Article, when printing from the Jobs menu.

(8) SUBMITTALS. Each section of the specifications includes a submittal paragraph which lists all applicable Contractor submittals.

Submittals shall be properly marked as outlined in the SpecsIntact documentation and in this section. These codings are used for automatic generation of the Submittal Register in the SpecsIntact Software. These codings must NOT be deleted from the text, unless the submittal is not required. The Submittal Item text between the coding shall be identical (word for word, including punctuation and spacing) to the paragraph text in the reference paragraph(s). Text may be either upper or lower case letters. An example of a submittal paragraph is provided in Attachment C, "Sample Submittal Paragraph".

During this design phase, the Contractor's Designer(s) shall develop a complete list of required construction submittals in each technical specification. The list is to be used in preparing the Submittal Register for approval by the Contracting Officer Representative (COR).

The example Submittal Register furnished with this Solicitation was created using SpecsIntact Software. The Contractor shall replace this example Submittal Register with the actual submittal register developed from the completed design specifications. This list is not all inclusive and additional submittals may be required as directed by the COR. Both the attached sample and the Contractor-generated submittal registers identify only the submittal section, type of submittal, description of item submitted, paragraph number related to submittal item (section submittal paragraph if none listed), submittal classification (G or FIO), and submittal reviewer identifier (DO or AO). See the below discussion on submittal classifications for additional information.

See Section 01 33 00 SUBMITTAL PROCEDURES, for complete instructions related to submittal descriptions, classifications, numbers, and submittal process. Unless directed otherwise by the Contracting Officer, the words "Government Approval" associated with "G" designated submittals shall be interpreted as defined herein and in section 01 33

00 SUBMITTAL PROCEDURES.

Submittal Classifications defined in Section 01 33 00 are G-DO, G-AO, and FIO. One of these designations shall be used for all submittal requirements. For each submittal requirement in the Guide specification, designers shall indicate a submittal type (G-DO, G-RO, or FIO) or shall delete the requirement for the submittal if it is not required. The references to "G-AE" and "G-PO" submittal types in the designer notes of the technical guide specifications shall be disregarded and submittals shall be designated G-DO, G-RO, or FIO as

SECTION 01 33 00.32 Page 9 determined by the Designer in accordance with the instructions in this section and Section 01 33 00 SUBMITTAL PROCEDURES, unless directed otherwise. There shall be no "G-AE" or "G-PO" submittals in the submittal register.

To designate a submittal item as FIO, mark the semi-colon following the submittal item and also the submittal tags up to the Item tag for deletion (i.e.). Designers shall identify submittal classifications for all required submittals.

(9) USE OF UFGS SECTIONS

Unless directed otherwise, use UFGS sections. UFGS sections are joint effort of the U.S. Army Corps of Engineers (USACE), the Naval Facilities Engineering Command (NAVFAC), National Aeronautics and Space Administration (NASA) and the Airforce Civil Engineer Support Agency (AFCESA). In instances where more than one UFGS section addresses the same material or system requirement, as a general rule, use the Section developed by the USACE specification proponent. Available UFGS sections with the numbers ending ".00 10", ".00 20" or ".00 40" following the section number are sections that have not yet been unified by the different Government design agencies. The ending numbers designate the specification proponent (".00 10" is for USACE, ".00 40" for NASA and ".00 20" is for NAVFAC). Where UFGS sections include tailoring options for both the various proponents (Army, NASA and Navy), use the Army tailoring option. Where conflicts exist that cannot be resolved, the Contracting Officer shall be contacted to resolve the issue.

3.2.1.4 Developing Additional Project Specifications

If the need should arise for developing project specifications on materials/items not covered by the UFGS or designated CEGS, the Contractor shall develop specifications utilizing commercial Construction Specifications Institute (CSI), 49 Division, 3 Part Section Format. These specifications shall conform to the applicable criteria requirements indicated in the solicitation. For these specification sections, write at the Mediumscope level of detail as described in CSI Masterformat. Use Mediumscope level section numbers and titles as identified in CSI Masterformat. Adjust section numbers which conflict with the specifications used in the Project Specifications. Each of these developed specification sections shall be in the same format as the CSI format specifications included in the UFGS (including the submittal paragraph).

Commercially available guide specifications such as "SpecText" published by The Construction Specifications Institute and "MasterSpec" published by The American Institute of Architects or Unified Facilities Guide Specifications (UFGS) may be used, subject to the format, coding and submittal paragraph requirements. References to the "Architect/Engineer" and the "Owner" shall be changed to refer to the "Government" or "Contracting Officer," as appropriate. The specifications shall clearly identify, where appropriate, the specific products chosen to meet the requirements of the specifications (manufacturers' brand names and model numbers or similar product information). The Contractor shall be responsible for coordinating references, along with the technical requirements, to specific specification sections (number and title) within the project specifications. Section references (title and number) shall be revised to reflect the titles and numbers of specification sections used.

SECTION 01 33 00.32 Page 10

3.2.1.5 Division 0 and 1 Sections

Include Division 0 and 1 specifications sections contained in the RFP as part of the project specifications without change, unless directed otherwise:

00 73 00 SPECIAL CONTRACT REQUIREMENTS,

01 14 00 WORK RESTRICTIONS

01 30 00.24 OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS,

01 32 01.00 10 PROJECT SCHEDULE,

01 33 00 SUBMITTAL PROCEDURES,

01 33 29 SUSTAINABILITY REPORTING,

01 33 39.00 10 ADVANCED MODELING (BIM/CIM/GIS/CAD) REQUIREMENTS,

01 35 26 GOVERNMENTAL SAFETY STANDARDS,

01 41 26.05 24 (FEDERAL FACILITIES COLORADO) NPDES PERMIT REQUIREMENTS FOR

STORM WATER DISCHARGES,

01 45 00.00 10 QUALITY CONTROL,

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE(RMS CM),

01 57 20.00 10 ENVIRONMENTAL PROTECTION,

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT,

01 78 23 OPERATION AND MAINTENANCE DATA,

01 78 36.00 24 WARRANTY OF CONSTRUCTION AND DESIGN,

01 78 39.00 24 AS-BUILT DRAWINGS

01 91 00.15 TOTAL BUILDING COMMISSIONING

Copies of these sections and other Division 1 specifications included with the RFP will be furnished upon request to the successful offeror in Specsintact. The Contractor shall be responsible for including any changes issued into these sections. Any other Division 1 Specifications required by the Contract shall be the responsibility of the Contractor, including 01 42 00 SOURCES FOR REFERENCE PUBLICATIONS. Additional specifications indicated elsewhere in the solicitation or required by the Contractor should be included.

3.2.2 Format for Project Specifications

Submit the project specification, including a Cover page and Table of Contents, printed with a word processor (Using SpecsIntact software) using good quality white paper. For the 60 percent and 100 percent design submittals, editing of the CEGS and UFGS shall be shown as indicated in the Specsintact documentation for text deletions and for text insertions (i.e.

60% and 100% review specifications shall be printed to show all insertions and deletions). The corrected 100 percent specifications with review comments incorporated shall be cleaned up (markings for insertion and deletion removed) and submitted in both hard copy and on CD-ROM (compatible with Microsoft Windows and the "SpecsIntact" micro computer software package). The Cover page and attachments to specification sections shall be prepared in a Microsoft Word (compatible with Microsoft Word 2007) format.

Format shall be as outlined in the SpecsIntact documentation.

Each specification section shall include a Section Table of Contents which is combined with the page numbering of the specification section.

The Cover page shall be similar to the RFP Cover page and shall include:

a. Project title, Project Number, activity and location

SECTION 01 33 00.32 Page 11

b. Construction contract number

c. Construction Contractor's name and address

d. Design firm's name and address

e. Names of design team members (Designers of record) responsible for each Contractor prepared technical discipline of the project specification

f. Name and signature of a Principal of the design firm

The Table of Contents shall list the 49 Divisions contained in CSI format and the specification section numbers and titles contained in the project specification.

3.2.3 Reports

The Contractor shall submit the following Specsintact reports with the 100 percent and Corrected 100 percent design submittals: Address Verification, Reference Verification, Section Verification, Bracket Verification, Submittal Verification, Submittal Register and any other reports requested by the Contracting Officer. References shall be reconciled when printing reports. The reports to be submitted for review shall be after the Contractor has corrected the errors generated by these reports. From the errors generated by the reference verification reports, fix only those errors where there is a discrepancy with the issue date of a publication (i.e., NFPA 70, revise to the latest code requirement). Address, Reference and Submittal Reconciliation shall be completed prior to submittal of the 100 percent design.

3.2.4 Construction Submittals

All construction submittals shall be in accordance with Section 01 33 00, SUBMITTAL PROCEDURES.

Construction submittal types and products, including the submittal description numbers and data package numbers, shall be included in the specification sections, where required. When appropriate, use specific product terms instead of the generic product terms contained in the specifications sections (e.g., asphalt shingles, built-up roofing, EPDM single ply, etc. vs roof covering; concrete masonry units, brick, metal siding, etc. vs exterior skin; mineral fiber board, block, batt or blanket, polystyrene, polyurethane, polyisocyanurate board vs insulation).

3.2.4.1 Submittals Register (Form)

Prepare and maintain a Submittals Register. The Submittal Register (ENG Form 4288) shall be prepared using Specsintact Software. Additional instructions for completing the form are contained in Section 01 33 00

SUBMITTAL PROCEDURES.

Fill in columns "c" through "f" and submit with the 100 percent design submittal. The Submittal Register will be returned to the Contractor along with the reviewed and accepted design.

Resubmit the Submittal Register as a construction submittal as required in Section 01 33 00 SUBMITTAL PROCEDURES. The Contractor shall provide an electronic copy of the accepted submittal register (NAVY4288.txt file), SECTION 01 33 00.32 Page 12 generated by the SpecsIntact software, three (3) working days prior to the pre-construction conference. Remaining columns will be filled in at the appropriate time and by the appropriate authorities during construction.

3.3 DESIGN ANALYSES

Prepare design analyses (basis of design and calculations) for each design discipline. Specific requirements relative to the technical content to be provided are specified herein and in Section 01 33 00.36 60 PERCENT DESIGN SUBMITTALS and Section 01 33 00.38 100 PERCENT DESIGN SUBMITTALS. The design analyses shall include a basis of design and calculations for each discipline. The design analyses shall be a presentation of facts to demonstrate that the concept of the project is fully understood and that the design is based on sound engineering. The design analysis for each discipline shall include:

a. A basis of design consisting of:

(1) An introductory description of the project concept which addresses the salient points of the design;

(2) An orderly and comprehensive documentation of criteria, rationale, assumptions and reasoning for system selection.

b. Calculations required to support the design.

c. Project Engineering Considerations and Instructions (ECI) for Final Design Analysis.

The Contractor shall not make reference to the RFP solicitation to avoid stating the requirements for the basis for design.

3.3.1 Format

The design analysis shall include: a cover page indicating the stage of design "PRELIMINARY DESIGN ANALYSIS" for 60 percent design submittal and "FINAL DESIGN ANALYSIS" for 100 percent design submittal, the project title "ADAL Fitness Center, PN GLEN 04-3013", fiscal year and program funding "FY20 UPL", location "Schriever AFB, CO", who prepared the design analysis "Prepared By:" followed by Name of AE and Construction Contractor, location of AE and Construction Contractor Office involved with the design, and construction contract number; table of contents; and tabbed separations for each part of design analysis for quick reference. The cover sheet shall indicate the volume number and total number of volumes for the project.

Provide a cover sheet for each volume. Submit design analyses prepared on 8 1/2 by 11-inch white paper. The design analysis for all disciplines shall be bound in one volume, excluding calculations. Multiple volumes for individual disciplines, appropriately numbered, may be provided, when required. For Electronic media requirements, see the NOTES for the Construction Set Distribution (paragraph 3.7.1.6). Narratives shall use a decimal paragraph numbering system (i.e. 1, 1.1, 1.1.1, 1.1.1.1, etc.).

Narratives shall be an original document that does not copy the text from the RFP document sections, unless directed otherwise, and shall be written in the same tense (Past or Present) for the entire design analysis. Each part of the design analysis shall include part number and page numbering (consecutive page numbering for each part). Organize design analysis narrative into the following parts, as follows:

SECTION 01 33 00.32 Page 13

3.3.1.1 Part 1 - General Description.

This part will provide statements of purpose, authority and applicable criteria. A description of the project and a summary of the economic factors influencing the choice of the civil, architectural, structural, mechanical, electrical, communications, fire safety, water supply, and wastewater disposal systems used in the project shall be provided along with an indication of how initial and life costs were considered.

a. Purpose. Include a statement under the heading of "PURPOSE" that applies to the project and is similar to the statement below:

"Sample Statement: The purpose of this project is to provide a properly sized and configured ADAL Fitness Center. A backup generator is also required for the ..."

b. Authority. Provide the following authorization statement under the heading "AUTHORITY" for the project:

"The preparation of design documents was authorized by Design Directive dated 25 September 2020."

c. Applicable Criteria. Provide a list of the general criteria that pertains to all disciplines used in the design. Specific criteria used in a particular engineering/architectural discipline shall be listed in the text of the appropriate discipline in Part 2 of the design analysis. Such criteria shall be referenced accordingly.

d. Project Description. Provide a description of the project and summary of economic factors influencing the choice of materials and systems used in the project.

3.3.1.2 Part 2 - Design Requirements and Provisions.

This part of the design analysis shall provide statements of factors considered and provided in the design along with supporting justification of design decisions and design calculations. Include narratives for each of the following areas or disciplines. See Sections 01 33 00.36 60 PERCENT DESIGN REQUIREMENTS and 01 33 00.38 100 PERCENT DESIGN REQUIREMENTS for specific requirements.

a. Site-Civil

b. Water Supply and Wastewater

c. Architectural

d. Interior Design

e. Structural

f. Mechanical

g. Electrical

h. Communications

i. Fire Protection

SECTION 01 33 00.32 Page 14

j. Environmental Protection, Compliance and Permits

k. Health and Safety

l. Sustainable Design

3.3.2 Calculations

All calculations shall be placed in separate appendix volume(s).

Calculations shall include a cover page similar to the design analysis narrative cover page, a table of contents, index page and a summary of criteria for each appendix on the first pages and the project title, and location identified on every page of the calculations. All calculation pages shall be clearly legible and photo-ready. Each discipline which requires calculations shall be consecutively numbered (Example: A-1, A-2, A-3 etc. for Water Supply and Wastewater Calculations and B-1, B-2, B-3, etc. for Structural Calculations) and the date. Cite criteria from which the calculations, rationale, and formulae are extracted by publication number, title, edition and page number. The cover page and each page of calculations shall also include the names of the persons originating and checking the calculations. The person checking the calculations shall be a registered professional engineer other than the originator. In addition, the signature and seal of the appropriate registered professional engineer responsible for the work shall appear on the cover page of the calculations for each discipline. Each appendix index page shall list subtopics (e.g.

for Structural - Loads, Materials, References, Wind Analysis, Footing Design, Wall Design, Column Design, etc.) with pages numbers where each of these subtopics can be found in the calculations.

Computer printouts shall be consecutively page numbered and identified similar to the calculations. Identify the computer program name, source, and version. All schematic models used for computer input shall be provided.

3.3.3 Engineering Considerations and Instructions (ECI) for Field Personnel

3.3.3.1 Separate Appendix

Under a separate appendix in the Final Design Analysis, the Design-Build Contractor shall include the following items:

a. Features critical to the quality of the final construction product requiring special attention.

b. Submittals requiring special attention during construction.

c. Special user requirements or instructions.

d. Assumed field conditions, pertinent significant aspects, or critical phases of the project used as a basis of project design.

3.3.3.2 Format

Format for ECI's shall include the following information:

"ENGINEERING CONSIDERATIONS AND INSTRUCTIONS

Project Name:_______________________________________________

SECTION 01 33 00.32 Page 15

Location: _______________________________________________________

Designer Name:______________________ Phone:______________________

Discipline:________________________________

Design-Build designers have prepared the following engineering considerations and instructions (ECI). These ECI's should be followed during the construction of the above project. If you have any questions, contact the appropriate Design-Build designer."

3.3.3.3 Distribution of ECI's

In addition to including ECI's in a separate appendix of the final design analysis and after acceptance of the 100 percent corrected design and prior to the start of construction, the design-build Contractor shall e-mail a copy of the ECI's to the appropriate U.S. Army Corps of Engineer's Field representative for his consideration with a copy also sent to the appropriate individual in following office(s): CENWO-CD-S-TS and CENWO-PM-M. The Government will provide the names and e-mail addresses to the design-build Contractor at either the pre-design or pre-construction conference.

3.3.4 Requests for Information, Meeting Minutes and Comments

Copies of Requests for Information (RFI) made by the Contractor to the Government shall be included as an appendix to the design analysis. An index of each RFI, which documents the RFI number, the date RFI given to Government, the date the RFI is answered and the Action Response provided by the Government.

A copy of all meeting minutes and design review comments (if any) with action responses shall be included as an appendix to the design analysis.

Appendices for RFI's and Meeting Minutes and design review comments shall have page numbering that follows the same format as for Calculations listed above.

3.4 DESIGN CERTIFICATION

The Contractor shall provide certification signed by an officer of the Contractor's company attesting that the drawings, specifications and design analyses prepared for the construction of the facility meet the requirements of the RFP. The certification shall accompany the submission of the design documents along with names and disciplines for the designers of record. This design certification shall include a list of deviations (variations) from the solicitation or accepted final design. Prepare the design certification and transmittal letter in the format shown on Attachment A or Attachment B included at the end of this section.

3.5 60 PERCENT DESIGN SUBMITTALS

See Section 01 33 00.36 60 PERCENT DESIGN REQUIREMENTS.

3.6 100 PERCENT DESIGN SUBMITTALS

See Section 01 33 00.38 100 PERCENT DESIGN REQUIREMENTS.

SECTION 01 33 00.32 Page 16

3.7 REVIEW BY GOVERNMENT AGENCIES

3.7.1 Distribution of Design Documents for Conformance Review

(a) Government agencies shall receive review documents thirty (30)days prior to review conferences. The documents will be in their then-present "on-board" design status (except for the 100% design submittal). Agencies reviewing documents, and in the quantities indicated, are listed below. All documents must contain an index of contents. Work shall continue during the review period between the 60% design submission and the 60% design review conference. Work shall be 100% complete when the 100% design is submitted.

Design work shall not continue during the review period between the 100% design submission and the 100% design review conference. All submittals shall be transmitted by express mail. Originals of transmittal letters should be sent to the Omaha District and copies should accompany each mail package. Transmittal letters shall indicate distribution by use of the "ATTN" code shown in the address. Design document set shall include the items listed below. Some of the Construction submittals are also listed.

Design submittals shall be submitted as a complete package (i.e. drawings, specifications, DA, etc). The distribution listed below also applies to all design reviews and design package accepted for construction.

(b) For the 60% and 100% review submittals, if the Government requires more time than the thirty (30) days given, prior to either of the review conferences, the Contractor will be granted an extension of time equal to the number of calendar days of delay.

(c) The Government requires fourteen (14) days to review 100 Percent Corrected Design submittals after receipt of these documents. If the Government requires more than the days given, the Contractor will be granted an extension of time equal to the number of calendar days of delay.

3.7.1.1 Design Submittal Items

The design-build Contractor shall submit electronic copies of the following items as applicable for each design submittal: design analysis, design analysis calculations and appendices, specifications, specification error reports, submittal register, color boards, DD Form 1354, environmental protection plan, backcheck review comments, [*Am-3] sustainability [**Am-3] report, design certification letter with deviations, and engineering considerations and instructions (ECI) on CD or DVD in an Adobe Acrobat XI .pdf format in the quantity indicated by the 'EMedia' designation and one (1) hard copy of each document contained on the electronic media per office per submittal listed below unless indicated otherwise. Each of these electronic documents shall utilize bookmarks with titles, which ease the review of the design and the text shall be searchable. Each design submittal item and submittal item components shall be made easy to find (i.e. each specification section, chapters and appendices of design analysis, and each submittal item). Electronic format documents shall be legible and permit ease of design review. Poor quality scans of as-built drawings or other materials are unacceptable. Failure to meet this requirement on one design submittal may result in requiring all future submittals and resubmittals to be hard copy, at no additional cost to the Government.

The submittal items listed below are intended to identify the different design submittals required throughout the design process and select submittals required during and at the completion of Construction. Each submittal item has an Abbreviation, which will be used in conjunction with

SECTION 01 33 00.32 Page 17

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[*Am-3] sustainability [**Am-3] the number of required copies. See paragraphs 3.7.1.3 through 3.7.1.7 for required copies for distribution.

SUBMITTAL ITEM - ABBREVIATION

Drawings (1/2 size) - Dwg-1/2 Drawings (full-size) - Dwg-full Electronic Media Drawings - EMedia Specifications - Specs Framed and Matted Renderings - Renderings

3.7.1.2 Activity Distribution Addresses

US Army Corps of Engineers - Omaha District CENWO-PM-M (Attn: Justyn Dickson) 1616 Capitol Avenue Omaha, NE 68l02-4901

US Army Corps of Engineers - Peterson Resident Engineer, AF Resident Office, CO CENWO-CDD-P (Attn: Kaitlin Peacock) US Army Corps of Engineers, Omaha District Rocky Mountain Area 890 Truax Street Building 605 Peterson AFB, CO 80914

50 CES (Attn: Steve Robb) 500 O'Malley Avenue, Suite 19 Schriever AFB, CO 80912-5019

AFCEC/CFMC…