W912BV21R0003-0003.pdf
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- Attached to
- Advanced Individual Training Barracks, Fort Sill Oklahoma Amendment 0004 Federal contract opportunity
- Solicitation number
- W912BV21R0003
About this file
This document outlines a federal contract solicitation for construction services. The U.S. Army Corps of Engineers - Tulsa District is seeking proposals for the construction of a 180,000 square foot barracks facility at Fort Sill, Oklahoma to house 600 soldiers. The project scope includes building construction and associated site work, utilities, landscaping and signage. Specialized requirements include advanced foundation work, geothermal heating/cooling systems, storm shelters, security and surveillance systems, and compliance with Department of Defense antiterrorism standards. Comprehensive interior design services are also required. The solicitation is a competitive, firm-fixed price contract procured according to Federal Acquisition Regulation Part 15 for negotiated procurements using a trade-off evaluation method.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W912BV21R0003-00004.pdf | ||
| W912BV21R0003-0002.pdf | ||
| Site Visit Sign-In Sheet 29 JUL 2021.pdf | ||
| AIT Barracks Pre-Bid Site Visit.pdf | ||
| W912BV21R0003-0001.pdf | ||
| AIT BARRACKS BRAND NAME OR EQUAL NOI.xlsx | XLSX spreadsheet | |
| JA Brand Name or Equal AIT Barracks.pdf | ||
| FtSill_AIT_RTA - COMPILED_VOLUME 2 OF 4.pdf | ||
| FtSill_AIT_RTA - COMPILED_VOLUME 4 OF 4.pdf | ||
| FtSill_AIT_RTA - COMPILED_VOLUME 1 OF 4.pdf | ||
| AIT_Barracks Solicitation RFP_20210719.pdf | ||
| FtSill_AIT_RTA - COMPILED_VOLUME 3 OF 4.pdf |
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AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.
15A. NAME AND TITLE OF SIGNER (Type or print)
30-105-04EXCEPTION TO SF 30
APPROVED BY OIRM 11-84
STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA
FAR (48 CFR) 53.243
AIT BARRACKS COMPLEX, FORT SILL, OKLAHOMA
(1) Amendment 0003 extends the proposal due date from 23 August 2021 to 2 September 2021 and updates/replaces sections as listed below .
(2) All other terms and conditions remain unchanged.
1. CONTRACT ID CODE PAGE OF PAGES
1 260
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY 16-Aug-2021
16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR
(Signature of Contracting Officer)(Signature of person authorized to sign)
8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912BV21R0003
X 9B. DATED (SEE ITEM 11)
19-Jul-2021
10B. DATED (SEE ITEM 13)
9A. AMENDMENT OF SOLICITATION NO.
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.
Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:
(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;
or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN
REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.
12. ACCOUNTING AND APPROPRIATION DATA (If required)
13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.
IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE
CONTRACT ORDER NO. IN ITEM 10A.
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).
C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D. OTHER (Specify type of modification and authority)
E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
10A. MOD. OF CONTRACT/ORDER NO.
2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)
6. ISSUED BY
3. EFFECTIVE DATE
16-Aug-2021
CODE
CONTRACTING DIV
US ARMY CORPS OF ENGINEERS, TULSA DISTRICT
2488 E. 81ST STREET
TULSA OK 74137-4290
W912BV 7. ADMINISTERED BY (If other than item 6)
4. REQUISITION/PURCHASE REQ. NO.
CODE
See Item 6
FACILITY CODECODE
EMAIL:TEL:
i
AMENDMENT 0003
W912BV-21-R-0003
Advanced Individual Training Barracks (AIT) Complex, Phase 2 Fort Sill, Oklahoma
1. The revised/new sections/appendices/pages listed below are hereby added to or revised and made a part of the solicitation. Revised or added/deleted information can be located in the specifications by searching for an asterisk and amendment number (i.e., *AM and *). The beginning of the amendment will begin with *AM and end with an * for each amended section.
REVISED SPECIFICATION SECTIONS
Update proposal due date in section 00 21 00 from 23 August 2021 to 02 September 2021.
Remove previously issued specifications sections 01 33 00.15 (ATTACHMENT 1), 03 30 00, 08 14 00, 08 71 00, 12 21 00 and 31 00 00 in their entirety and replace with new specification sections 01 33 00.15 (ATTACHMENT 1), 03 30 00, 08 14 00, 08 71 00, 12 21 00 and 31 00 00 hereto.
ADDED NEW SPECIFICATION SECTIONS
N/A
REVISED DRAWINGS
Remove previously issued drawing CG101, CG102, CG105, CS506, S-002, S-515, A-602, A-603, A-604, A-605 and IN600 in their entirety and replace with CG101, CG102, CG105, CS506, S-002, S-515, A-602, A-603, A-604, A-605 and IN600 hereto.
A summary of the changes made to these drawings includes, but is not limited to:
• A-602: DOOR SCHEDULE – Added STC rating for door 101 on typical dwelling unit door schedule and adjusted door schedule accordingly.
• A-603: DOOR SCHEDULE – Revised door type and added STC rating.
• A-604: DOOR SCHEDULE – Revised door type and added STC rating.
• A-605: DOOR SCHEDULE –Added STC rating for doors.
• IN600: Revised remarks for Window Blinds.
• S-002: GENERAL NOTES – Removed mortar compressive strength. Added requirement for prism strength and test method.
• S-515: DETAIL 1 – Revised moment connection detail.
End of Continuation Sheet
SECTION 00 21 00
INSTRUCTIONS, CONDITIONS AND NOTICES TO OFFERORS
1.1. GENERAL DESCRIPTION OF WORK
This is a competitive best value solicitation for a construction contract for the Advanced Individual Trainee Barracks (AIT) Complex, Phase 2 project located at Fort Sill, Oklahoma. The Government will evaluate proposals in accordance with the criteria described herein and award a firm fixed-price contract to the responsible firm whose proposal conforms to all the terms and conditions of the solicitation and is determined the overall best value to the Government.
1.2. GOVERNMENT SECURITY REQUIREMENTS
The offeror(s) must ensure that ALL mail sent to the Tulsa District, U.S. Army Corps of Engineers, either pre-contract or post-contract award, has a return mailing address on the outside of the envelope, package, box, etc.
ANY MAIL addressed to the U.S. Army Corps of Engineers, including but not limited to bids, modifications to bids, proposals, revised proposals, bonds, correspondence, etc., will be REJECTED by the U.S. Army Corps of Engineers mail room facility located at 2488 E. 81st Street, Tulsa, OK 74137-4290, if it does not contain a return mailing address. There will be no exceptions.
USACE Tulsa District Point of Contact is Mr Brian Welch:
Phone: 405-869-2617 Email: Brian.Welch@usace.army.mil
1.3. COPIES OF SOLICITATION DOCUMENTS AND AMENDMENTS
Copies of the solicitation and any amendments will be provided electronically to the contractor via Contracting Opportunities within the SAM.gov website.
1.4. OFFEROR'S QUESTIONS AND COMMENTS
All contractual matters, questions and or comments relative to these documents should be submitted via Bidder Inquiry in ProjNet at http://www.projnet.org/projnet/binKornHome/index.cfm?strKornCob=HomePagePublic no later than 14 calendar days prior to the proposal due date, in order that they may be given consideration or actions taken prior to receipt of offers.
The bidder inquiry key for this project is 3258IK-BD9E8Z.
Instructions for registering in the ProjNet Bidder Inquiry system are available on the above website.
1.5. SMALL BUSINESS SIZE STANDARD/NAICS CODE
The NAICS Code selected for this project is 236220, Commercial and Institutional Building Construction, and the size standard is $39,500,000.00. Also see FAR 52.204-8.
1.6. PROPOSAL EXPENSES AND PRE-CONTRACT COSTS
This request for proposal (RFP) does not commit the Government to pay, as a direct charge, any costs incurred in the preparation and submission of a proposal
W912BV21R0003
1.7. SITE VISIT
See Clause 52-236-27 for site information.
1.8. ACCURACY IN PROPOSALS
Proposals must set forth full, accurate, and complete information as required by this RFP, (including attachments). The penalty for making false statements is prescribed in 18 U.S.C. 1001.
1.9. PROPOSAL SUBMITTAL
1.9.1. The submittal method for proposals is electronic via DoD SAFE or email ONLY (no mailed proposals).
DoD SAFE web site: https://safe.apps.mil/
The following email addresses must be entered for notification of proposal receipt and download availability:
Brian.Welch@usace.army.mil Julie.S.Hill@usace.army.mil
1.9.2. Proposals will be received until the date and time and specified in this Request for Proposal. Mail all bonds to:
U.S. Army Corps of Engineers, Tulsa District ATTN: CESWT-CT-E (Mr. Welch) 2488 E. 81st Street Tulsa, OK 74137-4290
1.9.3. The packaging shall be marked Solicitation Number: W912BV-21-R-0003.
1.10. PROPOSALS
Offer Closing Date: 02 September 2021 Offer Closing Time: 2:00 pm Central Standard Time (CST)
1.11. JOINT VENTURE PROPOSAL REQUIREMENTS
When proposing as a joint venture, all members of the joint venture shall sign the SF 1442 and the bid bond unless a written agreement by the joint venture is furnished with the proposal designating one firm with the authority to bind the other member(s) of the joint venture. In addition, a copy of the joint venture agreement shall be submitted with the proposal. Failure to comply with the foregoing requirements may eliminate the proposal from further consideration. If this is an 8(a) or HubZone joint venture, the offeror shall ensure that it complies with the applicable requirements of 13 CFR Part 124 and 13 CFR Part 126, respectively.
1.12. DEVIATIONS AND EXCEPTIONS
Deviations and exceptions to the terms and conditions of the solicitation are neither encouraged nor desired. Should the offer include any standard company terms and conditions that conflict with the terms and conditions of the solicitation, the offer may be determined “unacceptable” and thus ineligible for the award. Should the offeror have any questions related to specific terms and conditions, these must be resolved prior to submission of the offer.
Notwithstanding the above, if deviations and exceptions are included with the offer, the offeror shall list and describe in detail the deviations and/or exceptions. All deviations and exceptions shall be fully supported with the Offeror’s rationale and shall fully explain the impact, if any, on the performance and/or specific requirement of the RFP. (End of Summary of Changes)
SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 129 PAGES
AIT Barracks Complex
01 04 00 SD-09 Manufacturer’s Field
Reports
GSurvey Field Notes
01 30 00 SD-01 Preconstruction Submittals
1.3 GView Location Map
1.4 GProgress and Completion
Pictures
01 32 01.00 10 SD-01 Preconstruction Submittals
Preliminary Project Schedule; G
Initial Project Schedule; G
Recovery Schedule; G
Construction Completion
Schedule; G
Periodic Schedule Update; G
Preliminary Project Schedule
Cost Loading; G
Initial Project Schedule Cost
Loading; G
Recovery Project Schedule Cost
Loading; G
Construction Completion
Schedule Cost Loading; G
Preliminary Project Schedule
FOW; G
Initial Project Schedule FOW; G
SUBMITTAL REGISTER
CONTRACT NO.
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AUTH REMARKS
(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)
*Amended Submittal Register (01 33 01.15 (Attachment 1)). Replace in it's entirety.
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01 32 01.00 10 Recovery Project Schedule FOW;
G
Construction Completion
Schedule FOW; G
SD-07 Certificates
GDesignated Authorized
Representative (DAR) Project
Scheduler Qualifications;
01 33 00.15 SD-01 Preconstruction Submittals
GSubmittal Register
SD-09 Manufacturer’s Field
Reports
1.2.1Factory Test Reports
01 33 29 SD-01 Preconstruction Submittals
1.5.3.1 GPreliminary High Performance
and Sustainable Building Checklist
1.4.1 G DOSustainability Action Plan
1.5.3.1 G DOPreliminary Sustainability
eNotebook
SD-11 Closeout Submittals
1.5.3.1 GFinal High Performance and
Sustainable Building Checklist
1.5.3.1 G DOFinal Sustainability eNotebook
1.5.3.1 GAmended Final Sustainability
eNotebook
SUBMITTAL REGISTER
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01 33 29 1.5.3.1 GAmended Final High
Performance and Sustainable
Building Checklist
G DOThird Party Certification
Certificates or Validation
01 35 26.10 10 SD-01 Preconstruction Submittals
1.6 GAccident Prevention Plan (APP)
1.7 GActivity Hazard Analysis (AHA)
GCrane Critical Lift Plan
GProof of qualification for Crane
Operators
SD-06 Test Reports
1.11Notifications and Reports
1.11.2 GAccident Reports
1.11.3Crane Reports
SD-07 Certificates
1.8.1Confined Space Entry Permit
1.8.1Hot Work Permit
License Certificates
GContractor Safety Self-Evaluation
Checklist
Certificate of Compliance (Crane)
01 45 00.00 15 SD-01 Preconstruction Submittals
3.2 GContractor Quality Control (CQC)
Plan
SD-06 Test Reports
SUBMITTAL REGISTER
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01 45 00.00 15 3.10.2Verification Statement
01 45 35 SD-01 Preconstruction Submittals
3.1.1 GSIOR Letter of Acceptance
3.1.1 GProject Manual
3.1.1 GProject Manual
3.1.1Written NDT Practices
3.1.3Written NDT Practices
SD-06 Test Reports
3.1.1Daily Reports
3.1.3Daily Reports
3.1.3Daily Reports
3.1.1Biweekly Reports
SD-07 Certificates
2.1AISC Certified Steel Fabricator
2.1Steel Joist Institute Membership
2.1Certificate of Compliance
1.5.11 GSpecial Inspector of Record
1.5 GSpecial Inspector
3.1.1Qualification Records
3.1.3Qualification Records
SD-11 Closeout Submittals
3.1.1 GInterim Report
3.1.3 GInterim Report
3.1.1 GComprehensive Final Report
3.1.3 GComprehensive Final Report
01 50 00 SD-01 Preconstruction Submittals
SUBMITTAL REGISTER
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01 50 00 GEnergy Conservation Plan
GMemorandum of Understanding
For Sale of Utility Services
(Da2100-R)
01 57 19 SD-01 Preconstruction Submittals
1.5.1Preconstruction Survey
1.9 GSolid Waste Management Permit
1.5.2 GRegulatory Notifications
1.6 GEnvironmental Protection Plan
3.2.1.2 GStormwater Notice of Intent
1.6.9.1 GDirt and Dust Control Plan
1.5.4 GEmployee Training Records
GEnvironmental Manager
Qualifications
SD-06 Test Reports
Laboratory Analysis
3.2.1.3Inspection Reports
3.7.2.1 GSolid Waste Management Report
SD-07 Certificates
1.5.4 GEmployee Training Records
Erosion and Sediment Control
Inspector
SD-11 Closeout Submittals
3.2.1.4 GStormwater Pollution Prevention
Plan Compliance Notebook
3.2.1.5 GStormwater Notice of Termination
SUBMITTAL REGISTER
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01 57 19 3.7.1 GWaste Determination
Documentation
3.7.3.6 GDisposal Documentation for
Hazardous and Regulated Waste
1.5.4 GAssembled Employee Training
Records
1.9 GSolid Waste Management Permit
3.7.2.1 GSolid Waste Management Report
3.7.3.1 GHazardous Waste/Debris
Management
1.5.2 GRegulatory Notifications
3.7.2.1 GSales Documentation
Contractor Certification
3.2.1.5As-Built Topographic Survey
01 57 20.10 10 SD-01 Preconstruction Submittals
1.6 GEnvironmental Protection Plan
GProject Recycling and Waste
Management Plan
SD-07 Certificates
Environmental Regulatory
Requirements
SD-08 Manufacturer’s Instructions
3.25Material Safety Data Sheets
(MSDS)
01 74 19 SD-01 Preconstruction Submittals
1.5 GWaste Management Plan
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01 74 19 SD-11 Closeout Submittals
1.6Records
01 78 00.00 15 SD-03 Product Data
1.7.1Warranty Management Plan
1.7.5Warranty Tags
1.5Spare Parts Data
SD-08 Manufacturer’s Instructions
1.7.1Instructions
SD-10 Operation and Maintenance
Data
3.7 GOperation and Maintenance
Manuals
SD-11 Closeout Submittals
3.1 GAs-Built Drawings
3.6As-Built Record of Equipment and Materials
3.5Construction Contract
Specifications
2.3 GCertification of EPA Designated
Items
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01 78 23.10 10 SD-10 Operation and Maintenance
Data
1.4 GO&M Database
3.1.1 GTraining Plan
3.1.3 GTraining Outline
3.1.2 GTraining Content
SD-11 Closeout Submittals
3.1.4 GTraining Video Recording
3.1.6 GValidation of Training Completion
01 91 00.15 SD-01 Preconstruction Submittals
1.7 G DOCommissioning Firm
1.7.1 G DOLead Commissioning Specialist
1.7.2 G DOTechnical Commissioning
Specialists
1.7 G DOCommissioning Firm's Contract
SD-06 Test Reports
G DODesign Review Report
3.1.3.1 G DOInterim Construction Phase
Commissioning Plan
3.1.3.2 G DOFinal Construction Phase
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3.1.3.1.2 G DOTemplate Building Envelope
Inspection Checklists
G DOBuilding Envelope Inspection
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3.1.5.2 G DOPre-Functional Checklists
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01 91 00.15 1.8Issues Log
3.2 G DOCommissioning Report
3.3.1 G DOPost-Construction Trend Log
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SD-07 Certificates
1.9 G DOCertificate of Readiness
SD-10 Operation and Maintenance
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3.1.6 G ROTraining Plan
3.1.6 G ROTraining Attendance Rosters
3.1.7 G DOSystems Manual
3.1.7 G DOSystems Manual
3.1.8 G DOMaintenance and Service Life
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SD-11 Closeout Submittals
3.2 S DOFinal Commissioning Report
01 91 00.16 SD-01 Preconstruction Submittals
1.6 GQualifications of
Mechanical/Building Control
Systems Integrator
03 30 00 SD-01 Preconstruction Submittals
1.7.6.1Concrete Curing Plan
1.7.9 G DOQuality Control Plan
1.7.10 GQuality Control Personnel
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03 30 00 1.7.10Quality Control Organizational
Chart
1.7.12 GLaboratory Accreditation
3.3.9Maturity Method Data
SD-02 Shop Drawings
1.7.5.1 G DOReinforcing Steel
SD-03 Product Data
2.4.5Joint Sealants
2.4.4Joint Filler
2.1Formwork Materials
2.3.3.2Recycled Aggregate Materials
2.3.1Cementitious Materials
2.4.6Vapor Retarder and Vapor Barrier
2.4.1Concrete Curing Materials
2.6Reinforcement
2.4.3.2Liquid Chemical Floor Hardeners and Sealers
2.3.4Admixtures
2.6.2Mechanical Reinforcing Bar
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2.2.2Waterstops
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03 30 00 2.4.2Nonshrink Grout
SD-04 Samples
Slab Finish Sample
Surface Finish Samples
SD-05 Design Data
1.7.1.1 G DOConcrete Mix Design
SD-06 Test Reports
1.7.1.1 G DOConcrete Mix Design
1.7.7.1Fly Ash
1.7.7.1Pozzolan
1.7.7.2Slag Cement
1.7.7.3Aggregates
3.10.2.1 G DOTolerance Report
3.14.3.3 G DOCompressive Strength Tests
3.14.3.5Unit Weight of Structural
Concrete
G DODistinctness-of-Image
Measurement Test
Chloride Ion Concentration
3.14.3.4Air Content
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2.3.2Water
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2.6.1Reinforcing Bars
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03 30 00 1.7.6.4VOC Content for Form Release
Agents, Curing Compounds, and
Concrete Penetrating Sealers
1.7.6.5Safety Data Sheets
Polished Concrete Surface
Installer's Qualifications
1.9.2Forest Stewardship Council
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1.7.10.2Field Testing Technician and
Testing Agency
SD-08 Manufacturer’s Instructions
2.4.3.2Liquid Chemical Floor Hardeners and Sealers
2.4.5Joint Sealants
2.4.1*Curing Compound
04 20 00 SD-02 Shop Drawings
GCut CMU
3.4.1.1 GDetail Drawings
SD-03 Product Data
1.5.1 GHot Weather Procedures
1.5.2 GCold Weather Procedures
2.2.2 GClay or Shale Brick
GGlazed Structural Clay Facing
Tile
GGlazed Brick
GSalvaged Brick
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04 20 00 GCement
2.4.1.1 GCementitious Materials
2.6.7 GInsulation
SD-04 Samples
1.3.1.1 GMock-Up Panel
2.2.2 GClay or Shale Brick
GGlazed Structural Clay Facing
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2.2.3.1 GConcrete Masonry Units (CMU)
GConcrete Brick
GDimension Stone Units
2.4.1.3 GAdmixtures for Masonry Mortar
2.6.2 GAnchors, Ties, and Bar
Positioners
2.6.3 GJoint Reinforcement
2.6.5 GClay Masonry Expansion-Joint
Materials
2.6.7 GInsulation
SD-05 Design Data
2.1.2 GMasonry Compressive Strength
2.2.3.2Fire-Rated Concrete Masonry
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3.2.5 GBracing Calculations
SD-06 Test Reports
2.2.2.1.4Efflorescence Test
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04 20 00 2.2.3.2Fire-Rated Concrete Masonry
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Field Testing of Mortar
3.6.1.1Field Testing of Grout
Single-Wythe Masonry Wall
Water Penetration Test
SD-07 Certificates
1.3.2Special Masonry Inspector
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2.2.2Clay or Shale Brick
Glazed Structural Clay Facing
Tile
Glazed Brick
2.2.3.1Concrete Masonry Units (CMU)
Concrete Brick
2.2.4Precast Concrete Units
2.4.1.1Cementitious Materials
2.4.1.3Admixtures for Masonry Mortar
2.4.2.2Admixtures for Grout
2.6.2Anchors, Ties, and Bar
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2.6.7Insulation
SD-08 Manufacturer’s Instructions
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04 20 00 2.4.2.2Admixtures for Grout
SD-10 Operation and Maintenance
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3.8Take-Back Program
SD-11 Closeout Submittals
SClay Units
2.2.3.1.1 SRecycled Content
05 05 23.13 10 SD-01 Preconstruction Submittals
1.4.1 GPersonnel Qualification
2.1.1 GProcedure description
SD-03 Product Data
2.1.1Equipment and accessories
SD-06 Test Reports
1.4.5Equipment Qualifications
3.4.1Inspection Test Reports
05 05 23.16 SD-01 Preconstruction Submittals
3.2 GWelding Quality Assurance Plan
SD-03 Product Data
1.3 GWelding Procedure Qualifications
1.3.4Welder, Welding Operator, and
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1.3.3 GPre-Qualified Procedures
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05 05 23.16 3.2Weld Inspection Log
SD-07 Certificates
1.3.1Certified Welding Procedure
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1.3.1Certified Brazing Procedure
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1.3.1Certified Procedure Qualification
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1.3.1Certified Brazer Performance
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1.3.5Certified Welding Inspector
1.3.5Nondestructive Testing Personnel
05 12 00 SD-01 Preconstruction Submittals
1.5.1.1 GErection and Erection Bracing
Drawings
SD-02 Shop Drawings
1.5.2 GFabrication Drawings
SD-03 Product Data
2.5.2Shop Primer
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2.3.2.3Direct Tension Indicator Washers
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05 12 00 2.2.1 SRecycled Content for Structural
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2.2.2 SRecycled Content for Structural
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2.2.3 SRecycled Content for Steel Pipe
SD-06 Test Reports
2.5.2Class B Coating
2.3Bolts, Nuts, and Washers
3.6.1.2Weld Inspection Reports
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Inspection Reports
3.6.3.1Bolt Testing Reports
SD-07 Certificates
2.2Steel
2.3Bolts, Nuts, and Washers
1.3AISC Structural Steel Fabricator
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1.3AISC Structural Steel Erector
Quality Certification
1.5.3.1Welding Procedures and
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2.4.1Welding Electrodes and Rods
3.6.1.1Certified Welding Inspector
3.6.1.2NDT Technician
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05 21 00 SD-01 Preconstruction Submittals
1.3.2Welder Qualification
SD-02 Shop Drawings
1.3.1 GSteel Joist Framing
SD-03 Product Data
2.3 SRecycled Content Of Steel
Products
SD-05 Design Data
2.2 GDesign Calculations
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3.4Erection Inspection
3.4Welding Inspections
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1.3.2Certification of Compliance
05 30 00 SD-02 Shop Drawings
1.3.5 GFabrication Drawings
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2.2Accessories
2.1Deck Units
2.1.4Galvanizing Repair Paint
2.2.16Mechanical Fasteners
2.1.4Touch-Up Paint
1.3.3Welding Equipment
1.3.3Welding Rods and Accessories
2.1 SRecycled Content of Steel
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05 30 00 SD-04 Samples
2.1.1Metal Roof Deck Units
Cellular Metal Floor Deck Units
2.2.4Flexible Closure Strips
SD-05 Design Data
2.1 GDeck Units
SD-07 Certificates
1.3.2Powder-Actuated Tool Operator
1.3.3Welder Qualifications
1.3.3Welding Procedures
1.3.4.1Fire Safety
1.3.4.2Wind Storm Resistance
1.3.1Manufacturer's Certificate
2.2.11Stud Manufacture's Certification
2.2.11Stud Manufacture's Test Reports
05 40 00 SD-02 Shop Drawings
1.6.1 GFraming Components
SD-03 Product Data
Studs, Joists
2.1 SRecycled Content of Steel
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SD-05 Design Data
1.6.2 GMetal Framing Calculations
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1.4Load-Bearing Cold-Formed Metal
Framing
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05 40 00 3.2.1Welds
05 50 13 SD-02 Shop Drawings
2.10 GStructural Steel Door Frames
GCover Plates and Frames
2.5 GExpansion Joint Covers
2.6 GFloor Gratings
GRoof Walkways
2.7 GBollards/Pipe Guards
GWheel Guards
GWindow Guards
2.9 GAngles and Plates
GRoof Hatches
SD-03 Product Data
2.4Corner Guards
GCover Plates and Frames
2.5 GExpansion Joint Covers
2.6 GFloor Gratings
GRoof Walkways
2.10 GStructural Steel Door Frames
Wheel Guards
GWindow Guards
GRoof Hatches
2.8 GDownspout Terminations
2.1 SRecycled Content
SD-04 Samples
2.5Expansion Joint Covers
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05 50 13 2.1 GCertificates of Compliance
05 51 00 SD-02 Shop Drawings
2.1 GIron and Steel Hardware
2.1 GSteel Shapes, Plates, Bars, and
Strips
2.2.1 GMetal Stair System
SD-03 Product Data
2.4.1 GStructural-Steel Plates, Shapes, and Bars
2.4.2 GStructural-Steel Tubing
2.4.4 GHot-Rolled Carbon Steel Sheets
and Strips
GCold-Finished Steel Bars
2.4.3 GHot-Rolled Carbon Steel Bars
2.4.5 GCold-Rolled Carbon Steel Sheets
GGalvanized Carbon Steel Sheets
GCold-Drawn Steel Tubing
GGray Iron Castings
GMalleable Iron Castings
GConcrete Inserts
GMasonry Anchorage Devices
2.2.3 GProtective Coating
2.2.2 GSteel Pan Stairs
2.3.1 GSteel Stairs
GSteel Stairs, Circular
SD-08 Manufacturer’s Instructions
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05 51 00 2.4.1 GStructural-Steel Plates, Shapes, and Bars
2.4.2 GStructural-Steel Tubing
2.4.4 GHot-Rolled Carbon Steel Sheets
and Strips
GCold-Finished Steel Bars
2.4.3 GHot-Rolled Carbon Steel Bars
2.4.5 GCold-Rolled Carbon Steel Sheets
GGalvanized Carbon Steel Sheets
GCold-Drawn Steel Tubing
GGray Iron Castings
GMalleable Iron Castings
2.2.3 GProtective Coating
GMasonry Anchorage Devices
05 51 33 SD-02 Shop Drawings
2.3Ladders
2.3.3Ship's Ladder
SD-03 Product Data
2.3Ladders
2.3.3Ship's Ladder
2.3.2Ladder Safety Devices
SD-07 Certificates
1.3Fabricator Certification for Ladder
Assembly
1.3Fabricator Certification for Ships
Ladder Assembly
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05 52 00 SD-02 Shop Drawings
1.2.1 GFabrication Drawings
3.2 GIron and Steel Hardware
3.2 GSteel Shapes, Plates, Bars and
Strips
SD-03 Product Data
2.2.1 GStructural-Steel Plates, Shapes, and Bars
2.2.2 GStructural-Steel Tubing
GCold-Finished Steel Bars
GHot-Rolled Carbon Steel Bars
GCold-Drawn Steel Tubing
GConcrete Inserts
GMasonry Anchorage Devices
2.1.2 GProtective Coating
2.2.4 GSteel Railings and Handrails
GAluminum Railings and Handrails
1.2.1 GAnchorage and Fastening
Systems
SD-07 Certificates
1.4.1 GWelding Procedures
1.4.2 GWelder Qualification
SD-08 Manufacturer’s Instructions
3.2Installation Instructions
06 10 00 SD-02 Shop Drawings
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06 10 00 1.9.2 GModifications of Structural
Members
2.2.1 GNailing Strips
SD-03 Product Data
1.8Fire-retardant Treatment
2.4.3Adhesives
SD-05 Design Data
1.9.2 GModifications of Structural
Members
SD-06 Test Reports
1.4.3Preservative-treated
SD-07 Certificates
1.10.1Certificates of Grade
2.1.1 SCertified Sustainably Harvested
Virgin Lumber
1.7Preservative Treatment
SIndoor Air Quality for
Particleboard Underlayment
2.4.3 SIndoor Air Quality for Aerosol
Adhesives
2.4.3 SIndoor Air Quality for Non-aerosol
Adhesives
SD-10 Operation and Maintenance
Data
Take-back Program
06 20 00 SD-02 Shop Drawings
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06 20 00 1.3 GDetail Drawings Indicating All
Wood Assemblies
SD-03 Product Data
2.1 GWood Products
GEngineered
1.4 GTreated Wood Products
2.6 GHardware and Accessories
SRecycled Content for
MDF/Particleboard
SD-04 Samples
1.5 GSamples
SD-07 Certificates
1.7.1.1 GCertificates of Grade
SCertified Sustainably Harvested
Wood for Trim and Frames
SCertified Sustainably Harvested
Hardwood Plywood
SIndoor Air Quality for MDF and
Particleboard
SIndoor Air Quality for Non-aerosol
Adhesives
SIndoor Air Quality for Aerosol
Adhesives
06 41 16.00 10 SD-02 Shop Drawings
1.5.2Shop Drawings
2.12Shop Drawings
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06 41 16.00 10 3.1Installation
SD-03 Product Data
2.1Wood Materials
2.10Wood Finishes
2.12.7.3Finish Schedule
1.5.3Certification
SD-04 Samples
2.3Plastic Laminates
2.7Cabinet Hardware
SD-07 Certificates
1.5Quality Assurance
2.10Laminate Clad Casework
3.1Laminate Clad Casework
SD-11 Closeout Submittals
1.3LEED Documentation
06 61 16 SD-02 Shop Drawings
1.4.2 GDetail Fabrication Drawings
3.1 GInstallation
SD-03 Product Data
2.1.1 GSolid Polymer
2.2.2 SIndoor air quality for solid surface
seam and sealant products
SD-04 Samples
2.1 GMaterial
2.3.5 GCounter Tops
SD-06 Test Reports
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06 61 16 Test Report Results; G, RO
SD-07 Certificates
Qualifications; G, RO
2.1.1 SIndoor Air Quality for solid
surface fabrication products
SD-10 Operation and Maintenance
Data
2.1.1 GSolid Polymer
07 05 23 SD-01 Preconstruction Submittals
1.4 GWork Plan
SD-03 Product Data
2.2 GThermal Imaging Camera
SD-05 Design Data
3.2 GEnvelope Surface Area
Calculations
SD-07 Certificates
1.6.2.1Pressure Test Agency
1.6.2.2Thermographer Qualifications
1.6.3Test Instruments
1.6.3Date Of Last Calibration
SD-06 Test Reports
3.5 GPressure Test Procedures
1.6.4 GAir Leakage Test Report
3.5.7 GAir Leakage Test Report
1.6.4 GDiagnostic Test Report
3.6.5 GDiagnostic Test Report
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07 13 53 SD-03 Product Data
1.3 GManufacturer's Standard Details
2.2 GElastomeric Waterproofing Sheet
Material
2.6 GProtection Board
1.4 GPrimers, Adhesives, and Mastics
2.2 GPrimers, Adhesives, and Mastics
SD-06 Test Reports
3.6 GField Quality Control
SD-07 Certificates
2.2Elastomeric Waterproofing Sheet
Material
2.1.1 GCertificates Of Compliance
2.1.2 GCertificates Of Compliance
SD-08 Manufacturer’s Instructions
1.4 GPrimers, Adhesives, and Mastics
2.2 GPrimers, Adhesives, and Mastics
SD-11 Closeout Submittals
2.1.1 GCertificates Of Compliance
2.1.2 GCertificates Of Compliance
07 14 00 SD-03 Product Data
2.1Fluid-Applied Membrane
2.2Membrane Primer
2.8Elastomeric Sheet
2.10Flexible Foam-Backed
Elastomeric Sheet
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07 14 00 3.3Solvent
3.4.1Moisture Meter
2.11Protection Board
2.7Bond Breaker
SD-11 Closeout Submittals
Warranty
3.6Information Card
3.5Instructions To Government
Personnel
07 17 00 SD-03 Product Data
2.1 GBentonite Materials
2.1.3 GBentonite Panels
1.3 GAccessories
SD-08 Manufacturer’s Instructions
3.2Application
3.3Protection
3.5 GCorrections
07 21 13 SD-03 Product Data
1.3 GManufacturer's Standard Details
2.1 GBlock or Board Insulation
2.2 GVapor Retarder
2.3 GPressure Sensitive Tape
1.4 GProtection Board or Coatings
2.5 GAccessories
2.1.5 SRecycled Content for Block or
Board Insulation
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07 21 13 SD-07 Certificates
2.1.6 SIndoor Air Quality For Block Or
Board Insulation
SD-08 Manufacturer’s Instructions
2.1Block or Board Insulation
2.5.1Adhesive
07 21 16 SD-03 Product Data
2.1Blanket Insulation
2.1.2 SRecycled Content for Insulation
Materials
2.3Pressure Sensitive Tape
2.4Accessories
SD-07 Certificates
2.1.4 SIndoor Air Quality for Insulation
Materials
2.4.1 SIndoor Air Quality for Adhesives
SD-08 Manufacturer’s Instructions
3.3.1Insulation
07 22 00 SD-02 Shop Drawings
1.3 GInsulation Board Layout
1.3 GVerification of Existing Conditions
SD-03 Product Data
2.1 GInsulation
1.4 GCover Board
2.4 GFasteners
GSheathing Paper
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07 22 00 2.3 GMoisture Control
GAsphalt
2.1.3 SRecycled Content For Insulation
SD-06 Test Reports
1.8.1 GFlame Spread Rating
SD-07 Certificates
1.6 GInstaller Qualifications
2.1.4 SIndoor Air Quality For Insulation
SD-08 Manufacturer’s Instructions
2.4 GFasteners
2.1 GInsulation
07 24 00 SD-02 Shop Drawings
3.3 GShop Drawings
SD-03 Product Data
2.2Sheathing Board
2.6Thermal Insulation
2.3Adhesive
2.5Mechanical Fasteners
2.12Accessories
2.7Base Coat
2.8Portland Cement
2.9Reinforcing Fabric
2.10Finish Coat
2.13Joint Sealant
2.11Sealant Primer
2.14Bond Breaker
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07 24 00 2.15Backer Rod
1.4.5Insulation Board
SRecycled Content for Insulation
Materials
1.7Warranty
SD-04 Samples
1.2.3.7 GSample Boards
1.2.1.4 GMock-up Installation of EIFS
SD-05 Design Data
1.2.1.2Wind Load
1.2.4Moisture Analysis
SD-06 Test Reports
1.2.3.1Abrasion Resistance
1.2.3.2Accelerated Weathering
1.2.2.3Impact Resistance
1.2.3.3Mildew Resistance
1.2.4Vapor Transmission
1.2.3.6Absorption-Freeze-Thaw
1.2.1.3Wall Fire Test
1.2.1.1Water Penetration
1.2.3.5Water Resistance
1.2.2.1Surface Burning Characteristics
1.2.2.2Radiant Heat
3.1Substrate
1.2.1.2Wind Load
SD-07 Certificates
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07 24 00 1.4.1Qualifications of EIFS
Manufacturer
1.4.2Qualification of EIFS Installer
1.4.3Qualification of Sealant Applicator
1.4.4Qualifications of Third Party
Inspector
3.5.2 GInspection Check List
SD-08 Manufacturer’s Instructions
3.3Installation
SD-10 Operation and Maintenance
Data
1.7EIFS
07 27 10.00 10 SD-02 Shop Drawings
2.1 GAir Barrier System Shop
Drawings
SD-03 Product Data
2.1 GAir Barrier System Product Data
SD-04 Samples
3.1.2 GMock-Up
2.1 GMaterial Samples For Air Barrier
System
SD-05 Design Data
1.8 GDesign Data And Calculations
For The Air Barrier System
SD-06 Test Reports
1.8 GDesign Review Report
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