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Request for Proposal
Request for Proposal Solicitation #: 311537 Date Issued: 21 June 2018 Amendment: 001 Issued To: Offerors This Request for Proposal (RFP) is issued under the authority of the Department of Energy Prime Contract DE-AC06-09RL14728. This RFP is issued by: Mission Support Alliance, LLC P.O. Box 650 Richland, WA 99352 Contract Specialist: Krista Paulson G3-62 (509) 376-7349 [email protected] Proposals are to be prepared in accordance with the instructions and conditions set forth herein. Proposals are to be received by the close of business (4:00 P.M., PST) on Monday, July 2, 2018, to the email address shown above, attention to the Contract Specialist identified above. All questions are to be directed to the Contract Specialist identified above. All proposals are subject to the terms and conditions set forth herein. Any exceptions, deviations, or omissions may be grounds for rejection of proposals submitted. REQUEST FOR PROPOSAL NO: 311537 Table of Contents A.0 Solicitation .......................................................................................................................... 3 A.1 North American Industry Classification System (NAICS) Code and Size Standard ...................................................................................................................3 A.2 Award by Aggregate ................................................................................................3 A.3 Basis of Award – Lowest Price Technically Acceptable .........................................3 A.4 Proposal Submittal ...................................................................................................3 -
Tru / Wipp Procurement Project
Request for Proposal Solicitation #: 311537 Date Issued: 13 June 2018 Issued To: Offerors This Request for Proposal (RFP) is issued under the authority of the Department of Energy Prime Contract DE-AC06-09RL14728. This RFP is issued by: Mission Support Alliance, LLC P.O. Box 650 Richland, WA 99352 Contract Specialist: Krista Paulson G3-62 (509) 376-7349 [email protected] Proposals are to be prepared in accordance with the instructions and conditions set forth herein. Proposals are to be received by the close of business (4:00 P.M., PST) on Monday, June 25, 2018, to the email address shown above, attention to the Contract Specialist identified above. All questions are to be directed to the Contract Specialist identified above. All proposals are subject to the terms and conditions set forth herein. Any exceptions, deviations, or omissions may be grounds for rejection of proposals submitted. REQUEST FOR PROPOSAL NO: 311537 Table of Contents A.0 Solicitation .......................................................................................................................... 3 A.1 North American Industry Classification System (NAICS) Code and Size Standard ...................................................................................................................3 A.2 Award by Aggregate ................................................................................................3 A.3 Basis of Award – Lowest Price Technically Acceptable .........................................3 A.4 Proposal Submittal ...................................................................................................3 -
TSL-1 Appendix B Non-Government
U.S DEPARTMENT OF ENERGY TECHNICAL STANDARDS PROGRAM TSL-1 APPENDIX B: Non-Government Standards (NGS) Adopted by DOE 10 AMD 1 Standard for Portable Fire Extinguishers 2012 NESC Handbook National Electrical Safety Code(NESC) Handbook 310.2R-2013 International Concrete Repair Institute (ICRI) Selecting and Specifying Concrete Surface Preparation for Sealers, Coatings Polymer Overlays, and Concrete Repair A 112.18.1M Plumbing Fixture Fittings A 112.19.6 Hydraulic Requirements for Water Closets and Urinals AA SAA-46-516124 Anodized Architectural Aluminum AA Specifications for Aluminum Structures AA STFA-601711 The Surface Treatment and Finishing of Aluminum and Its Alloys AABC National Standard for Total System Balance Air Distribution-Hydronic Systems-Sound-Vibration- Field Surveys for Energy Audits AAHC Standards of the Accreditation Association for Ambulatory Health Care (AAAHC), Core and Adjunct Standards AAMA 1002.10 Aluminum Insulating Storm Products for Windows and Sliding Glass Doors AAMA 1002.9 Voluntary Specifications for Aluminum Combination Storm Windows for External Applications AAMA 101 Voluntary Specifications for Aluminum Prime Windows and Sliding Glass Doors AAMA 101/I.S.2 Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors AAMA 1102.7 Voluntary Specifications for Aluminum Storm Doors AAMA 611 Anodized Architectural Aluminum AAMA 800 Sealant Specifications for Use with Architectural Aluminum AASHTO AAB Above and Beyond – The Environmental and Social Contributions of America’s Highway Programs -
AISI Project Report
Investigation of Bolted Connections in Cold-Formed Steel Members using SAE J429 Bolts RESEARCH REPORT RP 20- 8 N o v e m b e r 2020 Committee on Specifications for the Design of Cold - F o r m e d S t e e l Structural Me m b e r s American Iron and Steel Institute research report research Investigation of Bolted Connections in Cold-Formed Steel Members using SAE J429 Bolts i DISCLAIMER The material contained herein has been developed by researchers based on their research findings and is for general information only. The information in it should not be used without first securing competent advice with respect to its suitability for any given application. The publication of the information is not intended as a representation or warranty on the part of the American Iron and Steel Institute or of any other person named herein, that the information is suitable for any general or particular use or of freedom from infringement of any patent or patents. Anyone making use of the information assumes all liability arising from such use. Copyright 2020 American Iron and Steel Institute 2018 AISI Small Fellowship Project Investigation of Bolted Connections in Cold- Formed Steel Members using SAE J429 Bolts Babak Yeganeh, Graduate Student Faculty Advisor: Cheng Yu, PhD, Professor Updated November 9, 2020 Department of Engineering Technology University of North Texas Denton, Texas 76207 ABSTRACT The report presents a research project aimed at comparing ASTM and SAE J429 bolts. The research includes comparison of those two bolt standards in terms of tensile strength, chemical and mechanical properties, shanks length, head size, thread profile and bolt styles. -
Advanced Skills Training Facility PN: 79439 Fort Bragg, North Carolina
RFP No. W912PM18R0004 Advanced Skills Training Facility PN: 79439 Fort Bragg, North Carolina Specifications – Volume 2 of 4 (Division 08 thru Division 23) April 2018 Fort Bragg North Carolina US Army Corps of Engineers Wilmington District Design Bid Build Solicitation W912PM-18-R-0004 Advanced Skills Training Facility Volume 2 of 3: Division 08 - 22 FY 16 PN 79439 March 2018 U.S. ARMY ENGINEER DISTRICT, SAVANNAH CORPS OF ENGINEERS 100 WEST OGLETHORPE AVENUE SAVANNAH, GEORGIA 31401-3640 Advanced Skills Training Facility BR79439 Ft. Bragg, NC PROJECT TABLE OF CONTENTS DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS STANDARD FORM 1442 00 10 00 SOLICITATION, CONTRACT LINE ITEM NUMBER (CLIN) SCHEDULE 00 21 16 INSTRUCTIONS TO PROPOSERS 00 45 00 REPRESENTATIONS AND CERTIFICATIONS 00 70 00 CONDITIONS OF THE CONTRACT 00 73 00 SUPPLEMENTARY CONDITIONS DIVISION 01 - GENERAL REQUIREMENTS 01 10 00.10 38 SUPPLEMENTARY SPECIAL CONTRACT REQUIREMENTS 01 11 00 SUMMARY OF WORK 01 14 00 CONSTRUCTION SECURITY REQUIREMENTS AND WORK RESTRICTIONS 01 32 01.00 10 PROJECT SCHEDULE 01 33 00 SUBMITTAL PROCEDURES 01 33 29 SUSTAINABILITY 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS 01 42 00 SOURCES FOR REFERENCE PUBLICATIONS 01 45 00.00 10 QUALITY CONTROL 01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM) 01 45 35 SPECIAL INSPECTIONS 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS 01 57 19.00 37 INDOOR AIR QUALITY (IAQ) MANAGEMENT 01 74 19.00 37 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT 01 78 -
Certain Standard Steel Fasteners from China and Taiwan Investigation Nos
Certain Standard Steel Fasteners from China and Taiwan Investigation Nos. 701-TA-472 and 731-TA-1171-1172 (Preliminary) Publication 4109 November 2009 U.S. International Trade Commission Washington, DC 20436 U.S. International Trade Commission COMMISSIONERS Shara L. Aranoff, Chairman Daniel R. Pearson, Vice Chairman Deanna Tanner Okun Charlotte R. Lane Irving A. Williamson Dean A. Pinkert Robert A. Rogowsky Director of Operations Staff assigned Joshua Kaplan, Investigator Gerald Houck, Industry Analyst Gerald Benedick, Economist John Ascienzo, Accountant Mary Jane Alves, Attorney Elizabeth Duall, Attorney Steven Hudgens, Statistician Keysha Martinez Roman, Investigatory Intern George Deyman, Supervisory Investigator Special assistance from Nathanael Comly, Investigator Address all communications to Secretary to the Commission United States International Trade Commission Washington, DC 20436 U.S. International Trade Commission Washington, DC 20436 www.usitc.gov Certain Standard Steel Fasteners from China and Taiwan Investigation Nos. 701-TA-472 and 731-TA-1171-1172 (Preliminary) Publication 4109 November 2009 CONTENTS Page Determinations ................................................................. 1 Views of the Commission ......................................................... 3 Part I: Introduction ............................................................ I-1 Background .................................................................. I-1 Statutory criteria and organization of the report..................................... -
Construct SOF Group Headquarters Fort Bragg, NC
Solicitation No. W912PM21R0001 Construct SOF Group Headquarters Fort Bragg, NC AMENDMENT 0002 Specifications Specifications - Volume 2 of 4 September 2020____________________________________ RTA SUBMITTAL SOF Group Headquarters PN 87437, FY21 Ft. Bragg, North Carolina SPECIFICATIONS VOLUME 2 of 3 Divisions 8-23 August 2020 Solicitation No: W912PM21R0001 M&H Project #: 145.05 prepared for Logo Wilmington if desired. District Delete box if logo is not included. Text Wrapping or Layout Style set to “Behind text” PN87437, SOF Group Headquarters Solicitation No. W912PM21R0001 Fort Bragg, North Carolina PROJECT TABLE OF CONTENTS DIVISION 01 - GENERAL REQUIREMENTS 01 11 00 SUMMARY OF WORK 01 14 00 WORK RESTRICTIONS 01 22 00.00 10 PRICE AND PAYMENT PROCEDURES 01 30 00 ADMINISTRATIVE REQUIREMENTS 01 30 00 NON-DISCLOSURE/DATA SHARING AGREEMENT 01 32 01.00 37 PROJECT SCHEDULE 01 33 00 SUBMITTAL PROCEDURES 01 33 00 SUBMITTAL REGISTER 01 33 29.00 37 SUSTAINABILITY 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS 01 42 00 SOURCES FOR REFERENCE PUBLICATIONS 01 45 00.00 10 QUALITY CONTROL 01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM) 01 45 35 SPECIAL INSPECTIONS 01 45 35 STATEMENT OF SPECIAL INSPECTIONS 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS 01 58 00 PROJECT IDENTIFICATION 01 74 19.00 37 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT 01 78 00 CLOSEOUT SUBMITTALS 01 78 23 OPERATION AND MAINTENANCE DATA 01 78 24.00 10 FACILITY DATA REQUIREMENTS 01 91 00.00 37 COMMISSIONING 01 91 00.00 -
Section 05 12 00 - Structural Steel Framing Part 1 General 1.1 Section Includes A
Grimm + Parker Architects Project No. 21347.00 SUGARLOAF ELEMENTARY SCHOOL FREDERICK COUNTY PUBLIC SCHOOLS SECTION 05 12 00 - STRUCTURAL STEEL FRAMING PART 1 GENERAL 1.1 SECTION INCLUDES A. Structural steel framing members, support members and struts. B. Base plates, shear stud connectors and expansion joint plates. C. Grouting under base plates. 1.2 REFERENCE STANDARDS A. AISC (MAN) - Steel Construction Manual; American Institute of Steel Construction, Inc.. B. AISC S303 - Code of Standard Practice for Steel Buildings and Bridges; American Institute of Steel Construction, Inc.. C. AISC S348 - Specification for Structural Joints Using ASTM A325 or A490 Bolts. D. ASTM A36/A36M - Standard Specification for Carbon Structural Steel. E. ASTM A53/A53M - Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless. F. ASTM A108 - Standard Specification for Steel Bar, Carbon and Alloy, Cold Finished. G. ASTM A123/A123M - Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products. H. ASTM A307 - Standard Specification for Carbon Steel Bolts and Studs, 60 000 PSI Tensile Strength. I. ASTM A325 - Standard Specification for Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength. J. ASTM A325M - Standard Specification for Structural Bolts, Steel, Heat Treated 830 MPa Tensile Strength (Metric). K. ASTM A490 - Standard Specification for Structural Bolts, Alloy Steel, Heat-Treated, 150 ksi Minimum Tensile Strength. L. ASTM A490M - Standard Specification for High-Strength Steel Bolts, Classes 10.9 and 10.9.3, for Structural Steel Joints (Metric). M. ASTM A500/A500M - Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes. -
Section 05 12 23 Structural Steel
Regional Connector Transit Corridor Project SECTION 05 12 23 STRUCTURAL STEEL PART 1 - GENERAL 1.1 DESCRIPTION The Work of this Section consists of designing, furnishing, fabricating and erecting structural steel as indicated. 1.2 QUALITY CONTROL A. Comply with Section 01 43 10, Project Quality Program Requirements – Design/Build. B. Comply with inspection requirements of California Building Code (CBC) or applicable local jurisdiction. C. Allowable deviations in accordance with AISC. D. Identify structural steel by name and location of mill and heat number. Provide records of mill analysis. 1. If steel cannot be identified by heat number and manufacturer’s name, provide results of one tension and one chemical analysis for each 10 tons, or fraction thereof, from each supplier. 2. Test specimens – Provided by steel fabricator as required, under the direction of the testing laboratory. E. Welding Operations – In accordance with AWS D1.1 and Section 05 05 33, Basic Welding Requirements. 1.3 REFERENCE STANDARDS A, American Institute of Steel Construction, Inc. (AISC) AISC M011 Manual of Steel Construction AISC S335 Specification for Structural Steel Buildings Allowable Load Design and Plastic Design with Commentary B. American National Standards Institute (ANSI) ANSI B1.1 Unified Inch Screw Threads ANSI B18.2.1 Square and Hex Bolts and Screws Inch Series Including Hex Cap Screws and Lag Screws STRUCTURAL STEEL ISSUED: 01/07/13 05 12 23 - 1 Regional Connector Transit Corridor Project C. American Society for Testing and Materials (ASTM) ASTM -
962-1 Structural Steel. 962-1.1 Structural Stee
SECTION 962 STRUCTURAL STEEL AND MISCELLANEOUS METAL ITEMS (OTHER THAN ALUMINUM) 962-1 Structural Steel. 962-1.1 Structural Steel Materials: Unless otherwise specified in the Contract Documents, provide structural steel for bolted or welded construction in accordance with Structural Steel for Bridges, ASTM A709. If the grade is not shown in elsewhere in the Contract Documents, provide the grade as directed by the Engineer. All grades, as specified in the Contract Documents, are to conform to ASTM A709, as shown in Table 962-2.1 below: Table 962-2.1 – Structural Steel Materials Product Yield Strength Tensile Strength ASTM A709 Grade Form* (ksi) (ksi) 36 P, S, B 36 min 58-80 50 P, S, B 50 min 65 min 50W P, S, B 50 min 70 min 50S S 50-65 65 min HPS 50W P, S 50 min 70 min HPS 70W P 70 min 85-110 100 [690](to 2-1/2 in) 100 min 130 min P (over 2-1/2 in) 90 min 130 min 100W [690W](to 2-1/2 in) 100 min 130 min P (over 2-1/2 in) 90 min 130 min * P = plates, S = structural shapes, B = bars 962-1.2 Testing: For structural steel subjected to tensile stress used for main load- carrying members or components (as defined in Section 460), meet the ASTM A709 impact test requirements for non-fracture and fracture critical tension components as specified in the Contract Documents. Meet the requirements for Zone 1 (Minimum Service Temperature 0ºF). If not specified elsewhere in the Contract Documents, provide structural steel in accordance with ASTM A709 requirements for non-fracture and fracture critical tension components as directed by the Engineer. -
Structural Metals Consisting of Standard Shapes, Fasteners, Rods and Plates That Are Used in Structural Framing, Supports, Bracing Members, and Connections
Guide Spec. Version: 1.1 Guide Spec. Revised: 03/02/2015 Guide Spec. Status: Final Guide Spec. Filename: 05 10 00 - STRUCTURAL METAL FRAMING v1.1 SECTION 05 10 00 STRUCTURAL METAL FRAMING PART 1 -- GENERAL 1.01 DESCRIPTION A. SCOPE: 1. This section specifies structural metals consisting of standard shapes, fasteners, rods and plates that are used in structural framing, supports, bracing members, and connections. B. QUALITY ASSURANCE: 1. Structural assemblies and shop and field welding shall meet the requirements of the AISC Manual of Steel Construction and the AISC Specification for Structural Steel Building. 2. The use of salvaged, reprocessed or scrap materials shall not be permitted. C. QUALIFICATIONS: 1. STEEL FABRICATOR: a. Minimum of (10) ten years of experience in fabrication of structural steel. 2. STEEL ERECTOR: a. Minimum of (10) ten years of experience in erection of structural steel. b. With an active and enforced quality assurance program in place, as described in the California Building Code. 3. Qualify welding procedures and welding operators in accordance with AWS. 5/4/2020 SST Beam Support Brackets 05 10 00 - 1 1.02 REFERENCES A. REFERENCE STANDARDS: The publications referred to hereinafter form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only. The latest edition of referenced publications in effect at the time of the bid shall govern, except where a specific date or edition is given below. In case of conflict between the requirements of this section and the listed standards, the requirements of this section shall prevail. -
Florida Spec Review
(REV 11-30-16) (FA 12-5-16) (7-17) includes 9620600, 9620600.D01 SECTION 962 STRUCTURAL STEEL AND MISCELLANEOUS METAL ITEMS (OTHER THAN ALUMINUM) 962-1 Structural Steel. 962-1.1 Structural Steel Materials: Unless otherwise specified in the Contract Documents, provide structural steel for bolted or welded construction in accordance with Structural Steel for Bridges, ASTM A709. If the grade is not shown in elsewhere in the Contract Documents, provide the grade as directed by the Engineer. All grades, as specified in the Contract Documents, are to conform to ASTM A709, as shown in Table 962-2.1 below: Table 962-2.1 – Structural Steel Materials Product Yield Strength Tensile Strength ASTM A709 Grade Form* (ksi) (ksi) 36 P, S, B 36 min 58-80 50 P, S, B 50 min 65 min 50W P, S, B 50 min 70 min 50S S 50-65 65 min HPS 50W P, S 50 min 70 min HPS 70W P 70 min 85-110 100 [690](to 2-1/2 in) 100 min 130 min P (over 2-1/2 in) 90 min 130 min 100W [690W](to 2-1/2 in) 100 min 130 min P (over 2-1/2 in) 90 min 130 min * P = plates, S = structural shapes, B = bars 962-1.2 Testing: For structural steel subjected to tensile stress used for main load- carrying members or components (as defined in Section 460), meet the ASTM A709 impact test requirements for non-fracture and fracture critical tension components as specified in the Contract Documents. Meet the requirements for Zone 1 (Minimum Service Temperature 0ºF).