Structural Design Tenders

Structural Design Tenders

Public Works Department - PWD Tender

Works
Civil And Construction...+2Consultancy Services, Civil And Architectural Services
Eprocure
location
India
Closing Soon27 Feb 2025
Tender AmountINR 1.3 Million (USD 15.3 K)
Description: Const Of Samudayak Bhawan, Library-cum-museum Centre At Gemur, Distt L Ands (sh Carrying Out Structural Analysis And Design Including Supplying Of Detailed Drawings)

Public Works Department - PWD Tender

Services
Consultancy Services...+1Civil And Architectural Services
Eprocure
location
India
Closing Soon27 Feb 2025
Tender AmountRefer Documents 
Description: Structural/ Architectural Design, Consultancy And Preparation Of Dpr / Working Estimate/boq, Survey, Geotechnical Or Any Other Investigation Required Along With 3d Model And Drawing For Presentation. All Working Drawing I.e Architectural, Structural

DEPT OF THE NAVY USA Tender

Machinery and Tools
location
United States
Closing Date24 Mar 2025
Tender AmountRefer Documents 
Description: Contact Information|4|n743.49|wvd|7176052147|benjamin.t.spangler.civ@us.navy.mil| item Unique Identification And Valuation (jan 2023)|19|||||||||||||||||||| higher-level Contract Quality Requirement (navicp Review Feb 1991)(feb 1999)|1|see Specification Sections C And E.| inspection Of Supplies--fixed-price (aug 1996)|2||| inspection And Acceptance - Short Version|8||||||||| general Information-fob-destination|1|b| wide Area Workflow Payment Instructions (jan 2023)|16|stand-alone Receiving Report - Certifications Combo - Receiving Report & Invoice - Material |n/a|tbd|n00104|tbd|n39040 - Certifications, S4306a - Material |n50286|tbd|133.2|n/a|n/a|n39040 - Certifications |n/a |n/a|see Dd Form 1423 |port_ptnh_wawf_notification@navy.mil Benjamin.t.spangler.civ@us.navy.mil| navy Use Of Abilityone Support Contractor - Release Of Offeror Information (3-18))|1|| equal Opportunity (sep 2016)|2||| warranty Of Supplies Of A Noncomplex Nature (june 2003)|6|one Year From Date Of Delivery.|one Year From Date Of Delivery.||||| warranty Of Data--basic (mar 2014)|2||| first Article Approval--contractor Testing (sep 1989)|10|one|0001|30|180|benjamin.t.spangler.civ@us.navy.mil|||60|x|| buy American-free Trade Agreements-balance Of Payments Program-basic (feb 2024)|11|||||||||||| notice Of Total Small Business Set-aside (oct 2020)(deviation 2020-o0008)|1|| alternate A, Annual Representations And Certifications (oct 2024)|13|||||||||||||| buy American-free Trade Agreements-balance Of Payments Program Certificate-basic (feb 2024))|5|||||| buy American-balance Of Payments Program Certificate-basic (feb 2024)|1|| annual Representations And Certifications (jan 2025)|13|332919|750|||||||||||| notice Of Priority Rating For National Defense, Emergency Perpardeness, And Enrgy Progam Use (april 2008))|2||x| evaluation Of First Article Testing|3|||x| 1.dd1423 Data Item A001 (inspection And Test Plan) May Be Waived If Already On File At Navsup Wss Mechanicsburg. 2. Portsmouth Nsy's Dodaac Has Changed From N00102 To N50286. Any Reference Ton00102 Within This Order Should Be Updated To N50286. 3. The Following Proposed Delivery Schedule Applies: submission Of Certification Data Cdrls Will Be On Or Before 20 Days Prior To Scheduled Delivery. fat Report 180 Days After Approval Of Pr approval Of Fat Report 60 Days After Receipt Pnsy Review/acceptance Of Certification Cdrls 6 Working Days After Receipt Of Certification Dd 1423 Cdrls. Final Delivery Of Material Will Be On Or Before 280 Days After Effective Date Of The Resulting Contract. 4. Any Contract Awarded As A Result Of This Solicitation Will Be "do" Rated Order; "do" Rated Order Certified For National Defense Use Under The Defense Priorities And Allocations System (dpas). 5. Navsup Wss Mechanicsburg Will Be Considering Past Performance In The Evaluation Of Offers In Accordance With Far 13.106(a)(2) And Dfars 252.213-7000. 6. If Drawings Are Included In The Solicitation, Access Needs To Be Requested On The Individual Solicitation Page On Contracts Opportunities On The Government's Beta.sam Website. After Requesting Access, Send An Email To The Primary Poc Listed On The Solicitation. 7. This Order Is Issued Pursuant To Emergency Acquisition Flexibilities (eaf). 8. This Solicitation Requires First Article Testing. See Far 52.209-3 First Article Approval - Contractor Testing 1. Scope 1.1 The Material Covered In This Contract/purchase Order Will Be Used In A Crucial Shipboard System. The Use Of Incorrect Or Defective Material Would Create A High Probability Of Failure Resulting In Serious Personnel Injury, Loss Of Life, Loss Of Vital shipboard Systems, Or Loss Of The Ship Itself. Therefore, The Material Has Been Designated As Special Emphasis Material (level I, Scope Of Certification, Or Quality Assured) And Special Control Procedures Are Invoked To Ensure Receipt Of Correct Material. 2. Applicable Documents 2.1 Order Of Precedence - In The Event Of A Conflict Between The Text Of This Contract/purchase Order And The References And/or Drawings Cited Herein, The Text Of This Contract/purchase Order Must Take Precedence. Nothing In This Contract/purchase Order, however, Must Supersede Applicable Laws And Regulations Unless A Specific Exemption Has Been Obtained. 2.2 Applicable Documents - The Document(s) Listed Below Form A Part Of This Contract/purchase Order Including Modifications Or Exclusions. 2.2.1 Specification Revisions - The Specification Revisions Listed Under "documents References" Below Are The Preferred Revision. Older And/or Newer R Evisions Are Acceptable When Listed Within Contract Support Library Reference Number Csd155 In Ecds (electric contractor Data Submission) At: Ht Tps://register.nslc.navy.mil/. This Is To Allow Contractors To Use Certain Acceptable Older Specification Revisions To Purge Their Existing Stock Of Material Certified To Those Older Revisions Or To Use Newer Specification revisions When Material Is Certified To Newly Released Revisions,without Requiring The Submittal Of Waiver/deviation Requests For Each Specification Revision On Every Contract. Revisions Of Specifications Reflecting Editorial And/or Re-approval (e.g. E2009, r2014, Etc.) Are Considered Inconsequential, But Are Acceptable When Their Revisions Are Listedwithin Csd155 Or Elsewhere Within This Contract. 2.2.2 Documents, Drawings, And Publications Supplied Are Listed Under "drawing Number". These Items Should Be Retained Until An Award Is Made. 2.2.3 "document References" Listed Below Must Be Obtained By The Contractor. Ordering Information Is Included As An Attachment To This Contract/purchase Order. drawing Data=2177934 |80064| N| |d|0001 | N|49998|9999999 document Ref Data=fed-std-h28 | | |b |190424|a| | | document Ref Data=fed-std-h28 |0020| |b |941221|a| |01| document Ref Data=ansi/asq Z1.4 | | | |080101|a| | | document Ref Data=astm-b164 | | | |030610|a| | | document Ref Data=qq-n-281 | | |d |851023|a|2 | | document Ref Data=astm-b564 | | |a |001010|a| | | document Ref Data=mil-std-792 | | |f |060519|a| | | document Ref Data=iso_9001 | | | |081115|a| | | document Ref Data=iso10012 | | | |030415|a| | | document Ref Data=mil-dtl-15024 | | |g |180303|a| | | document Ref Data=mil-c-15726 | | |f |911008|a|1 | | document Ref Data=iso/iec 17025 | | | |050515|a| | | document Ref Data=mil-c-24679 | | | |880506|a| | | document Ref Data=mil-i-45208 | | |a |810724|a|1 | | document Ref Data=mil-std-45662 | | |a |880801|a| | | document Ref Data=ansi/ncsl Z540.3 | | | |130326|a| | | document Ref Data=0900-lp-001-7000 | | | |810101|c| |01| document Ref Data=s9074-aq-gib-010/248 | | |1 |191112|a| | | document Ref Data=s9074-ar-gib-010a/278 (chg A) | | | |130214|a| | | 3. Requirements 3.1 ;complete Globe Angle Stop Check Valve Must Be In Accordance With Navships Drawing 803-2177934, Assembly 803-2177934-c341af, Except As Amplified Or Modified Herein.; 3.2 Material For Parts Requiring Certification - Quantitative Chemical And Mechanical Analysis Is Required For The Parts Listed Below Unless Specifically Stated Otherwise: part - ;body, Piece 1; material - ;hot Forged Per Mil-c-24679, Alloy C71500; part - ;bonnet, Piece 85; material - ;forged Per Mil-c-24679, Alloy C71500 Or Mil-c-15726, Alloy C71500; part - ;bonnet Ring, Piece 4; material - ;qq-n-281 (form 2) Forged And Hot Finished Or Qq-n-281 (form 1) Cold Drawn (stress Relieved) Bar; Or Astm-b564 Forged, Uns N04400; Or Astm-b164, Uns N04400. Bonnet Ring Must Meet The Minimum Properties As Stated In Note 4, Sheet 2 And General Note 4.8 Of Drawing 803-2177934; part - ;stem (sc), Piece 71 And Disc Holder (sc), Piece 9; material - ;qq-n-281, Class A Or B Or Astm-b164, Uns N04400 And Meeting The Requirements Of General Note 4.8 Of Drawing 803-2177934; 3.3 Testing Certification - Certifications Are Required For The Following Tests On The Items Listed Below. Additional Testing On Other Piece Parts (if Any) Per Applicable Drawings And Specifications Is Still Required, But Certifications Are Only Required As listed Below. test - Pressure Tests item - Each Assembly performance - ;general Note 1.2 Of Drawing 2177934; acceptance - ;general Note 1.2 Of Drawing 2177934; test - Non-destructive Tests item - ;weld Repair And/or Production Weld (as Applicable); performance - Per Applicable Fabrication Specification acceptance - Per Applicable Fabrication Specification 3.4 The Pressure Tolerance Must Be As Specified In The Assembly Drawing, Detail Drawing, Design Specification Or Elsewhere In This Contract. Where Pressure Tolerances Are Not Provided By Drawings, Specifications Or Specified Elsewhere In This Contract, The following Must Be Used: For Pressure Tests Below 100 Psig, The Pressure Tolerance Must Be +1 Psig / -0 Psig. For Pressure Tests At Or Above 100 Psig Up To And Including 2500 Psig, The Pressure Tolerance Must Be +2% / -0 Psig Rounded Off To The Nearest Multiple Of The Smallest Graduation On An Analog Test Pressure Gauge, Not To Exceed 50 Psig. For Pressure Tests Above 2500 Psig, The Pressure Tolerance Must Be +2% / -0 Psig, Rounded Off To The Nearest Multiple Of The Smallest Graduation On An Analog Test Pressure Gauge, Not To Exceed 200 Psig. the Pressure Test Time Tolerance Must Be As Specified In The Assembly Drawing, Detail Drawing, Design Specification Or Elsewhere In This Contract. Where Pressure Test Time Tolerances Are Not Provided By Drawings, Specifications Or Specified Elsewhere In This contract, The Following Must Be Used: For A Test Duration Up To And Including 1 Hour, The Tolerance Must Be +5 Minutes / - 0 Minutes. For A Test Duration Of More Than 1 Hour Up To And Including 24 Hours, The Tolerance Must Be +30 Minutes / - 0 Minutes. For A Test Duration Of More Than 24 Hours, The Tolerance Must Be +60 Minutes / - 0 Minutes. 3.5 Specification Change - For Qq-n-281, Class B Material: 1 - Footnote 9 To Table Ii Of Qq-n-281 Does Not Apply. 2 - When Starting Material Is Round Bar Greater Than 3" Dia, The Mechanical Properties Of Hex Bar Apply. 3.6 First Article Approval (contractor Testing) - First Article Test (fat) And Approval Is Required. 3.7 Welding Or Brazing - When Welding, Brazing, And Allied Processes Are Required, As Invoked By Section C Paragraph 3 Requirements, They Must Be In Accordance With S9074-ar-gib-010a/278, 0900-lp-001-7000 For Brazing Of Piping And Pressure Vessel Applications, or S9074-aq-gib-010/248 For Brazing Of Other Applications. For All Production And Repair Welding And Brazing Personnel And Procedures Must Be Qualified Under S9074-aq-gib-010/248 Or 0900-lp-001-7000, As Applicable. Procedures And Qualification Data Must Be submitted For Review And Approval Prior To Performing Any Welding Or Brazing. 3.8 Internal Threads - All Internal Threads Must Be Formed By Cutting. Cold Forming Of Internal Threads Is Not Acceptable. 3.9 Thread Inspection Requirements - All Threads On Threaded Parts Must Be Inspected Using Appropriate Inspection Methods, Inspection Systems, And Inspection Gages/instruments In Accordance With Fed-std-h28 Series. Substitution Of Thecommercial Equivalent inspection In Accordance With Asme B1 Series Is Acceptable. 3.9.1 System 21 Of Fed-std-h28/20 Must Be Used As A Minimum Inspection Requirement For Threads When The Design Drawing Or Design Specification Does Not Specify An Inspection Requirement. 3.9.2 For Navy And Shipyard Drawings, System 21 Of Fed-std-h28/20 May Be Substituted For System 22 Without Further Navy Approval When The Design Drawing Invokes System 22 And Does Not Cite Governing Specifications That Specifically Require System 22. System 22 of Fed-std-h28/20 Must Be Used When The Drawing References Other Governing Specifications That Specifically Require System 22, Such As Certain Thread Types Of Mil-dtl-1222. 3.9.3 A Written Request For Concurrence Must Be Submitted When Utilizing Alternative Measuring Equipment Or Measuring Systems Not Applicable To The Specified Inspection System. 3.10 O-ring Grooves And Mating Sealing Surfaces Must Be Inspected Per The Contractually Invoked Drawings Or Specifications. When The Drawings Or Specifications Do Not Provide Specific Defect Criteria Or State That No Defects Are Allowed, The General acceptance Criteria (gac) Standard Must Be Used For Inspecting O-ring Grooves And Mating Sealing Surfaces Only. Repairs To Sealing Surfaces And O-ring Grooves With Unacceptable Defects May Be Accomplished Within The Limits Of The Size And Tolerances Provided in The Applicable Drawing. Repairs Thatwould Exceed These Limits Require Approval (including Final Dimensions). The Data That Is Red Lined (crossed Out) Is Excluded From The Gac For This Contract And Is Not To Be Used For Acceptance Or Rejection Criteria. the Gac Document Is Identified As Contract Support Library Reference Number Csd008 At Https://register.nslc.navy.mil/ 3.11 Component Identification Description (cid) - When Applicable Drawing(s) And/or Specification(s) Specify That A Nameplate Or Identification Plate Is Required, The Cid Number ( ;cid T884035251; ) Must Be Added. When No Plate Is Specified, An identification Plate In Accordance With Mil-dtl-15024, Type "c" On Brass Or Type "h" On Aluminum Must Be Securely Attached To Each Assembly Showing The Above Cid Number. No Assembly Must Be Shipped Without The Cid Number Attached. 3.12 Navsea 0948-lp-045-7010 - Any Applicable Requirements Of Navships 4410.17,navsea 0948-lp-045-7010, Or 0948-045-7010 Which The Contractor Must Meet Are Included In This Contract/purchase Order. The Above Documents Are For Governmentuse Only. Further application Of The Above Documents Is Prohibited.prohibited. 3.12.1 Marking Of Material With A Material Designator Per The Drawing Is Also Prohibited, With The Exception Of Fasteners. Fasteners Must Be Marked With A Material Symbol/designator As Specified Elsewhere In This Contract. 3.13 Certificate Of Compliance - (special Emphasis Material) The Contractor Must Prepare And Submit A Certificate Of Compliance Certifying That The Items/components Furnished Under This Contract Comply With The Requirements Of The Procurement Document, including Any/all Invoked Specifications And Drawings. 3.14 Configuration Control - The Contractor Must Maintain The Total Equipment Baseline Configuration. For Items Of Proprietary Design, Contractor Drawings Showing The Latest Assembly Configuration Must Be Provided To The Government In Electronic (c4) Format. definitions Are Provided Elsewhere In The Contract/purchase Order. 3.14.1 Waivers/deviations - All Waivers And Deviations, Regardless Of Significance Or Classification Require Review And Approval By The Contracting Officer. Waivers And Deviations Must Be Designated As Critical, Major, Or Minor. The Contractor Must Provide a Copy Of This Request To The Qar. Requests Must Include The Information Listed Below. A. A Complete Description Of The Contract Requirement Affected And The Nature Of The Waiver/deviation (non-conformance), Including A Classification Of Critical, Major, Or Minor. B. Number Of Units (and Serial/lot Numbers) To Be Delivered In This Configuration. C. Any Impacts To Logistics Support Elements (such As Software, Manuals, Spares, Tools, And Similar) Being Utilized By Government Personnel Or Impacts To The Operational Use Of The Product. D. Information About Remedial Action Being Taken To Prevent Reoccurrence Of The Non-conformance. 3.14.2 All Requests For Waivers/deviations On Navsup-wss Contracts Must Be Submitted To The Navsup Wss Contracting Specialist Via Email. 3.14.3 Ecps - The Government Will Maintain Configuration Control And Change Authority For All Modifications Or Changes Affecting Form, Fit, Function, Or Interface Parameters Of The Equipment And Its Sub-assemblies. The Contractor Must Submit An Engineering change Proposal (ecp) For Any Class I Or Ii Changes That Impact The Equipment Covered By This Contract. Ecps Must Be Prepared In Contractor Format, And Must Include The Following Information: A. The Change Priority, Change Classification (class I Or Class Ii), And Change Justification. B. A Complete Description Of The Change To Be Made And The Need For That Change. C. A Complete Listing Of Other Configuration Items Impacted By The Proposed Change And A Description Of The Impact On Those Cis. D. Proposed Changes To Documents Controlled By The Government. E. Proposed Serial/lot Number Effectivities Of Units To Be Produced In, Or Retrofitted To, The Proposed Configuration. F. Recommendations About The Way A Retrofit Should Be Accomplished. G. Impacts To Any Logistics Support Elements (such As Software, Manuals, Spares, Tools, And Similar) Being Utilized By Government Personnel In Support Of The Product. H. Impacts To The Operational Use Of The Product. I. Complete Estimated Life-cycle Cost Impact Of The Proposed Change. J. Milestones Relating To The Processing And Implementation Of The Engineering Change. 3.15 Mercury Free - Mercury And Mercury Containing Compounds Must Not Be Intentionally Added Or Come In Direct Contact With Hardware Or Supplies Furnished Under This Contract. Mercury Contamination Of The Material Will Be Cause For Rejection. ^ Quality Assurance Requirements ^ 3.16 See Cdrl Di-misc-80678 (test Certification) - A Statement Of Tests Performed, Listing The Pieces Tested Must Be Furnished Along With A Copy Of The Test Results. Certification Must Include The Contractor's Name, Address And Date, Quantity Inspected, identified To The Contract/purchase Order And Item Number, And The Contractor's Or Authorized Personnel's Signature. Test Certifications Must Reference The Standard/specification, Including The Revision, To Which The Testing Was Performed And The Acceptance criteria Used. Test Procedure Numbers May Also Be Referenced On Test Reports. Test Reports On Weldments Must Be Identified To Weld Joint And Layer. 3.17 Welding Requirements - When Production Or Repair Welding Is Required, The Applicable Welding Procedure(s) And Qualification Data Must Be Submitted For Review And Approval. In Addition, The Consumed Weld Metal C Of C As Defined Below Must Be Submitted As part Of The Certification Oqe Package Submitted By The Contractor. note: These Requirements Do Not Apply To Tack/spot Welds When The Conditions Of Section 4.2.1.1 Of S9074-ar-gib-010a/278 Are Met. 3.17.1 Approval Of The Contractor's Qualification Data Must Be Obtained Prior To Performing Any Welding (production Or Repair). 3.17.2 If The Contractors Qualification Data Has Previously Been Approved By The Navy For Other Contracts, A Copy Of The Original Approval Letter May Be Submitted Along With The Procedures And Qualification Data Report To Expedite The Approval Process. The approval Letter Must Reference The Applicable Welding Procedure And Qualification Data Report Identification/number. Prior Approval Does Not Guarantee Acceptance For This Or Any Future Contracts. As Far As Practical, All Procedures For The Contract Must Be submitted At The Same Time. Welding Procedures And Qualification Data Must Be Submitted In A Commercially Available Electronic Format Such As Adobe Acrobat Pdf. The Contractor Must State The Applicability Of Each Weld Procedure And Qualification Data Submitted, citing The Drawing Number And Pieces To Be Welded. (i.e. ''wp-123 And Qd-123 Are Submitted For The Weld Joint Between Pieces 1 And 2 On Drawing Abc'.' Wp-456 And Qd-456 Are Submitted For The Hardfacing Of Piece 3 On Drawing Xyz'') 3.17.3 The Pco's Authorization For The Use Of Weld Procedure(s) And Qualification Data For The Specific Application As Submitted Does Not Mitigate The Vendors Responsibility To Comply With The Requirements Of S9074-aq-gib-010/248, S9074-ar-gib-010a/278, And the Contract. 3.17.4 Authority For The Repair Of Special Repairs In Castings, The Repair Of Wrought Material, Or The Repair Of Forged Material Must Be Obtained Via Request For Waiver From The Procurement Contracting Officer. This Request Must Describe The Defect; Including size, Depth, Location, And A Description Of The Proposed Repair. Repairs Deemed Minor Or Nominal In Accordance With S9074-ar-gib-010/278 Can Be Made At Contractor Discretion In Accordance With S9074-ar-gib-010/278 Requirements; However, Weld Procedure specification (wps) And Procedure Qualification Record (pqr) Submittals Are Still Required. This Request For Navsup-wss Contracts Must Be Submitted Via The Electronic Contractor Data Submission (ecds) Application. 3.17.5 Any New Procedure Qualification Performed Under This Contract Will Require The Vendor To Provide A Minimum 72 Hour Notification To Dcma With An Offer To Observe The Welding Of The Test Assemblies. The 72 Hour Time Limit May Be Modified Upon Mutual agreement Between The Vendor And Dcma. 3.17.6 When Drawings Require Hardfacing Surface Iron Or Nickel Content Not To Exceed 5%, The Contractor Must Verify Surface Iron Or Nickel Content By Performing Chemical Testing As Defined By The Applicable Drawing. The Chemical Test Results Must Be Submitted as Part Of The Qualification Data. 3.17.7 Additional Qualification Requirements For Production Hardfacing Thickness Less Than 1/8-inch: Macro-etch (or Legible Photomacrographs Clearly Showing The Fusion Area) Must Be Submitted For Review And Show Consistent, Minimized Dilution. All Essential elements And Any Elements Not Listed In S9074-aq-gib-010/248 That Influence Dilution Must Be In The Qualification Data And Weld Procedure, With Strict Limits Placed On Each Essential Element. 3.17.8 Preparation And Retention Of Weld Records Is Required, As Specified By Paragraph 4.1.3 Of S9074-ar-gib-010a/278. 3.17.9 When Production Or Repair Welding Is Required On Titanium Materials, The Applicable Fabrication Plan, Facilities Procedure, Training Plan, And Active Welder Qualification Must Also Be Submitted For Review And Approval. 3.17.10 If The Contractor's Fabrication Plan, Facilities Procedure, Training Plan, Or Active Welder Qualification Has Previously Been Approved By The Navy For Other Contracts, A Copy Of The Original Approval Letter May Be Submitted Along With The Applicable documentation To Expedite The Approval Process. The Approval Letter Must Reference The Applicable Documentation. Prior Approval Does Not Guarantee Acceptance For This Or Any Future Contracts. The Contractor's Fabrication Plan, Facilities Procedure, Training plan, And Active Welder Qualification Must Be Submitted At The Same Time As The Applicable Welding Procedure(s) And Weld Procedure Qualification Data. All Documentation Must Be Submitted In A Commercially Available Electronic Format, Such As Adobe Acrobat Pdf. 3.17.11 A Certificate Of Compliance Is Required For All Weld Filler Metals Used For Production Or Repair Welding, And Must Include The Following: a) Filler Metal Lot Number(s) b) Specification And Type c) A Positive Statement That The Vendor Has Obtained Oqe And Verified Thateach Lot Of Weld Filler Material Conforms To Specification Requirements. d) A Positive Statement Verifying That The Weld Filler Metals Were The Correct Material Type Or Grade Prior To Consumption. 3.17.12 When Production Welds Or Repair Welds Are Performed By A Subcontractor,the Requirement For Submission Of All Certification Documentation Required Herein Must Be Passed Down To The Subcontractor. 3.18 See Cdrl Di-ndti-80809 (first Article Testing) - First Article Test/inspection (contractor) - The Contractor Must Conduct ;non-destructive; First Article Test/inspection On ;one; Unit(s) In Accordance With Requirements ;of General Note 7 Of Drawing 803-2177934; . 3.19 Quality System Requirements - The Contractor Furnishing Items Under This Contract/purchase Order Must Provide And Maintain A Quality System In Accordance With Iso-9001 As Amplified Or Modified Herein, With The Calibration System Requirements Of Iso-10012 or Ansi-z540.3 With Iso-17025. A Quality System In Accordance With Mil-i-45208, With The Calibration System Requirements Of Mil-std-45662, Is Acceptable As An Alternate. 3.19.1 The Contractor's Quality System And Products Supplied Under The System Are Subject To Evaluation, Verification Inspection, And Acceptance/nonacceptance By The Government Representative To Determine The System's Effectiveness In Meeting The Quality requirements Established In The Contract/purchase Order. 3.19.2 The Contractor's Quality System Must Be Documented And Must Be Available For Review By The Contracting Officer Or His Representative Prior To Initiation Of Production And Throughout The Life Of The Contract. The Prime Contractor Must, Upon notification, Make His Facilities Available For Audit By The Contracting Officer Or His Authorized Representative. 3.19.3 See Cdrl Di-qcic-81110 (inspection System Procedures) - All Suppliers Of Level I/subsafe (li/ss) Material Are Required To Submit A Copy Of Their Current Documented Quality System Procedures To The Procurement Contracting Officer (pco) Prior To Award Of any Contract/purchase Order. Suppliers That Have A Copy Of Their Current Quality System Procedures On File At The Procuring Activity May Request The Pco Waive This Requirement. 3.19.4 This Contract Provides For The Performance Of Government Quality Assurance At Source. The Place Or Places Of Performance May Not Be Changed Without The Authorization Of The Procurement Contracting Officer. Upon Receipt Of This Order, Promptly notify The Government Representative Who Normally Services Your Plant So That Appropriate Planning For Government Inspection Can Be Accomplished. If You Do Not Have An Assigned Government Representative, Notify The Nearest Defense Contract Management Agency (dcma) Office. In The Event That A Local Government Representative Or Dcma Office Cannot Be Located, Our Purchasing Agent Should Be Notified Immediately. 3.19.5 Any Changes Made By The Contractor To A Qualified Quality System Will Require Re-submittal To The Pco And Concurrence By The Government Quality Assurance Representative Prior To Adoption. 3.20 Contractor Inspection Requirements - The Contractor Must Maintain Adequate Records Of All Inspections And Tests. The Records Must Indicate The Nature And Number Of Observations Made, The Number And Type Of Deficiencies Found, The Quantities Approved And rejected And The Nature Of Corrective Action Taken As Appropriate. Inspection Records Must Be Traceable To The Material Inspected. 3.20.1 The Supplier's Gages, Measuring And Test Equipment Must Be Made Available For Use By The Government Representative When Required To Determine Conformance With Contract Requirements. When Conditions Warrant, The Supplier's Personnel Must Be Made available For Operations Of Such Devices And For Verification Of Their Accuracy And Condition. 3.20.2 All Documents And Reference Data Applicable To This Contract Must Be Available For Review By The Government Representative. Copies Of Documents Required For Government Inspection Purposes Must Be Furnished In Accordance With The Instructions Provided by The Government Representative. 3.21 Subcontractor Inspection Requirements - The Government Has The Right To Inspect At Source, Any Supplies Or Services That Were Not Manufactured Or Performed Within The Contractor's Facility. Such Inspection Can Only Be Requested By Or Under Authorization of The Government Representative. Any Purchasing Documents To A Subcontractor Must Cite The Applicable Portions Of The Contractually Invoked Quality System (e.g. Calibration Requirements), Plus Any Product Requirements That Apply To The Supplies Being purchased. When The Government Elects To Perform Source Inspection At The Subcontractor's Facility, Applicable Purchase Documents Must Be Annotated With The Following Statement: "a Government Inspection Is Required Prior To Shipment From Your Plant. Upon receipt Of This Order, Promptly Notify The Government Representative Who Normally Services Your Plant So That Appropriate Planning For Government Inspection Can Be Accomplished. If You Do Not Have An Assigned Government Representative, Notify The Nearest defense Contract Management Agency (dcma) Office. In The Event That A Local Government Representative Or Dcma Office Cannot Be Located, Our Purchasing Agent Should Be Notified Immediately." 3.21.1 The Prime Contractor's Program Must Include Procedures To Assess The Capability Of The Prospective Suppliers To Produce The Products Or Supply The Services In Accordance With The Contract, Prior To The Issuance Of Any Purchase Document. 3.21.2 Each Sub-tier Supplier Of Material Or Services For Items In Section 3 Of This Contract Must Be Subjected To A Periodic Review Or Audit By The Prime To Determine The Continued Capability Of The Supplier To Control The Quality Of The Products Or Services specified In The Purchase Order Or Contract. 3.21.3 The Prime Contractor Must Ensure That The Purchased Product Conformsto Specified Purchase Requirements And This Contract. The Type And Extent Of Control Applied To The Supplier And The Purchased Product Must Be Dependent Upon The Effect Of The purchased Product On The End Item Represented By This Contract. 3.21.4 The Prime Contractor Must Evaluate The Requirements Of The Contractand Select Suppliers Based On Their Ability To Supply The Product In Accordance With The Prime Contractor's Requirements And The Contract. Criteria For Selection And Evaluation Must Be established. Records Of This Effort Must Be Available For Review By The Government. 3.21.5 The Prime Contractor's Supplier Quality Assurance Program Must Provide For A Review Of Purchase Documents To Assure Applicable Quality Requirements Are Included Or Referenced In The Documentation For Compliance By The Supplier. 3.22 Government Furnished Material And/or Equipment (gfm/gfe) - When Material Or Equipment Is Furnished By The Government, The Contractor Must Develop Documented Control Procedures That Require At Least The Following: 3.22.1 Visual Examination Upon Receipt To Detect Damage During Transit. 3.22.2 Inspection For Completeness And Proper Type. 3.22.3 Verification Of Material Quality Received. 3.22.4 Periodic Inspection And Precautions To Assure Adequate Storage Conditions And To Guard Against Damage From Handling And Deterioration During Storage. 3.22.5 Functional Testing, Either Prior To Or After Installation, Or Both, As Required By The Contract To Determine Satisfactory Operation. 3.22.6 Identification And Protection From Improper Use Or Disposition. 3.22.7 Reporting To The Government, Any Gfm Or Gfe Property Found Damaged, Malfunctioning, Or Otherwise Unsuitable For Use. In The Event Of Damage Or Malfunction During Or After Installation, The Supplier Must Determine And Record Probable Cause And necessity For Withholding The Material From Use. 3.22.8 For Gfe Material, And As Required By The Terms Of The Bailment Agreement, The Supplier Must Establish Procedures For Adequate Storage, Maintenance, And Inspection Of Bailed Government Material. Records Of All Inspection And Maintenance Performed On bailed Property Must Be Maintained. 3.22.9 Material Returned To The Contractor Must Be Handled As Gfm. 3.23 Traceability And Certification Requirements - To Assure That Correct Materials Are Installed In Level I/subsafe Systems, It Is Imperative That Traceability Be Maintained From The Material To The Material Certification Test Report And Other Required objective Quality Evidence (oqe). The Material Certification Report Must Completely And Accurately Reflect That The Material Supplied Meets The Specified Requirements. Materials Requiring Traceability And Certification Data Are Identified Within Paragraph 3, section C Of This Contract/purchase Order. 3.23.1 The Following Provides The Minimum Requirements For Maintaining Material Traceability And Supplements The Requirements Specified In Di-misc-81020 And Elsewhere In The Contract/purchase Order. The Contractor Must Develop Written Procedures That implement The Material Control Requirements Stated Herein And Elsewhere In This Contract/purchase Order. 3.24 Material Traceability - The Certification Data Report Must Be Identified Through A Unique Traceability Number, Heat-lot Number, Or Heat-treat Number, As Applicable, Which Must Also Be Marked On The Material. This Traceability Marking On The Material Must provide Direct Traceability To The Material's Chemical Composition And Mechanical Properties Certification Data. For Material Produced By Batch, Continuous Cast, Or Continuous Pour Processes, Samples Must Be Taken No Less Than Once In Every Eight Hours Of operation For The Purpose Of Validating Proper Chemical Composition And Mechanical Properties. Traceability Must Be Maintained Through All Process Operations Including Any Subcontracted Operations, To The Finished Component. 3.24.1 Material Marking For Traceability And Identification - The Following Are The Minimum Marking Requirements. Additional/alternate Marking Requirements, If Applicable, Will Be Specified Elsewhere In The Contract/purchase Order. In Addition To The marking Requirements On Applicable Drawings And/or Specifications, Marking For Traceability Is Required. All Traceability Markings Must Be Permanently Applied In Accordance With Mil-std-792 (except As Specified Below). An Alternate Marking Method Is permissible Provided It Is An Available Option In The Contractually Invoked Specification Or Drawing, Except In Instances Where The Material Has Been Modified By This Contract/purchase Order And Differs From That Specified In The Specification Or Drawing. 3.24.2 Traceability Markings For Items With Precision Machined Or Plated Surfaces, Or Material With Suitable Marking Surface Areas Less Than 3/8 Inches Square (either 3/8" X 3/8" Or An Area Equal To 0.1406 Inches Square) Must Be Applied To A Durable Tag And the Tag Securely Affixed To The Material. 3.24.3 Traceability Markings Must Be Maintained Through Assembly, And Whenever Possible Must Be Visible After Assembly. For Items Where The Marking Is Not Visible After Assembly, A Durable Tag Must Be Securely Attached To The Assembly Identifying The Part number, Piece Number, Traceability Number, And The Location Of The Permanent Mark. 3.24.4 Marking Must Be Legible And Must Be Located So As To Not Affect The Form, Fit, And Function Of The Material. ; ; 3.25 See Cdrl Di-misc-81020 (chemical And Mechanical) - Material Certification - In Addition To The Certification Data Requirements Specified In Di-misc-81020, The Following Material Certification Requirements Apply: 3.25.1 Quantitative Chemical And Mechanical Analysis Of Material Traceable To Traceability Markings Is Required. Material Certification Test Reports Must Include The Class, Form, Condition, Grade, Type, Finish, And/or Composition, As Applicable, Of The material Supplied. 3.25.2 Re-identification And Re-certification Of Material Is Required When The Material Is Subjected To A Process Which Alters It's Properties. If The Starting Material Or Raw Stock Is Processed In A Manner That Will Not Affect Its Chemical Composition Or mechanical Properties, The Original Certifications For The Chemical Composition And Mechanical Properties, As Required By The Material Specification, Are Acceptable. Re-certification Of The Chemical Or Mechanical Properties Is Required If A Process Is Used during Fabrication That Alters The Original Properties Of The Material (e.g. Alloying, Heat Treating, Or Forming). In These Instances, The Properties Of The Material Must Be Re-determined And Documented To Reflect The Altered Condition. The Altered Material must Be Uniquely Re-identified With A New Traceability Number. The Properties Thus Determined And Documented, Are Required For Final Certification And Must Conform To The Material Specification Or The Contract/purchase Order Requirements. When Only The mechanical Properties Are Altered, The Original Certification Forchemical Composition Must Be Overstamped And Annotated With The Unique Traceability Material And At A Minimum Contain The Information Below. 3.25.3 Material Certification Data Forwarded By The Manufacturer Must Contain A Signed Certification That The Report Results Represent The Actual Attributes Of The Material Furnished And Indicate Full Compliance With All Applicable Specification And Contract requirements. Transcription Of Certification Data Is Prohibited. 3.25.4 Electronic Signatures. 3.25.5 Electronic Signatures On Level I Certification Documents Are Considered Equivalent To Handwritten Signatures. 3.25.6 Suppliers That Use Electronic Signatures To Authenticate Company Certifications And Reports Must Ensure That Process Is Controlled And Unique To The Individual Signing The Document. The Signer Must Take A Distinct Action To Electronically Sign The document. 3.25.7 Suppliers Must Develop One Method Of Authentication To Be Provided At The Time Of Signature. The Authentication Method Must Be Based On Something Known Only To The Signer (e.g., A Password) Or Based On Something Only The Signer Possesses (e.g., A Card or Other Device). 3.25.8 Electronic Signature Applications Must Not Allow Unauthorized Users Tochange Electronically Signed Documents Or Records. All Changes To Electronically Signed Documents Or Records Made By Authorized Users Must Be Revision- Or Date-controlled, Must identify The Person Making The Change, And Must Clearly Reflect That The Document Or Record Has Been Revised. 3.25.9 The Prime Contractor, As A Minimum, Must Flow Down The Electronic Signature Requirements To Their Sub-tier Suppliers And Sub-contractors That Provide Electronically Signed Company Certifications And Reports To Ensure That They Have A Procedure To control And Identify Unique Processes For Only Allowing Authorized Individuals To Sign Documents. 3.25.10 Statements On Material Certification Documents Must Be Positive And Unqualified. Disclaimers Such As "to The Best Of Our Knowledge" Or "we Believe The Information Contained Herein Is True" Are Not Acceptable. 3.25.11 If Material Is Received Without The Required Certification Papers Or With Incorrect/missing Data On The Certification Papers, The Material Will Be Rejected. 3.25.12 Revisions Of Oqe Must Be Provided By The Originating Organization And Must Include A Description Of The Data Modified Along With The Proper Signature Requirements Herein. 3.25.13 In Cases Of Foreign Certification, Conversion Of Foreign Language Unitsof Measure And Properties Measured Into U.s. Units Of Measure Must Be Annotated On The Furnished Foreign Certifications, If Space Permits, Or Placed On An Addendum In The Same format As The Foreign Certification Data. Such Conversion Must Be Identified As To Origin With Name, Title, And Signature Of The Authorized Representative Of The Company Making The Conversion. 3.25.14 The Certification Data Requirements Contained In This Appendix Must Beinvoked On The Prime Contractor Who Must Delegate These Requirements To All Sub-tier Contractors Supplying Level I Material. 3.26 Material Handling - The Written Material Control Process Must Include The Following: 3.26.1 All Raw Materials Must Have Traceability Markings (except As Specified Below). 3.26.2 Stored Raw Materials Requiring Traceability Must Be Segregated To Preclude Intermingling With Materials Not Requiring Traceability. 3.26.3 When Traceability Markings Will Be Removed By A Manufacturing Or Fabrication Process, The Marking Must Be Recorded Prior To Removal And Be Immediately Restored Upon Completion Of The Process. If This Cannot Be Done Or Is Impractical, An Appropriate material Control Procedure (such As A Bag And Tag, Tagging, And/or Tote Box Control) Must Be Employed. The Material Control Procedure Must Provide A Method Of Positive Control To Preclude Commingling Of Heats/lots Or Loss Of Traceability. The Traceability marking Must Be Reapplied Upon Completion Of The Final Manufacturing Process. 3.26.4 Brazing Or Weld Filler Metals For Strength Welds Forming Or Integral With Pressure Containing Components Or Assemblies Requiring Traceability Must Be Verified To Be The Correct Material, And Type Or Grade, As Applicable, Prior To Consumption. At A minimum, Material Verification Must Consist Of Inspection Of Material Test Reports For Conformance To Specified Requirements. Control Of Welding And Brazing Filler Metals Must Be Maintained To The Point Of Consumption To Assure Use Of The Correct Type And grade. Markings And Traceability Requirements Do Not Apply To Brazing And Weld Filler Metals After Consumption. It Is The Responsibility Of The Prime Contractor To Ensure Conformance With The Above Requirements On Welds Performed By Their Subcontractors. 3.26.5 Purchase Orders For Raw Material Must Specify That The Material Be Traceable To Material Certification Test Reports By Traceability Markings On The Material And Identified On The Test Reports. The Certification Data Requirements Contained In di-misc-81020 Must Be Invoked By The Prime Contractor On All Subcontractors Supplying Level I Material. 3.26.6 The Material Control Process Must Include Requirements For The Maintenance Of Traceability For Items Sent Out For Subcontracted Operations. If Such Operations Would Remove Traceability Markings, Purchase Or Work Orders Must Specify A Method And Marking location For Remarking. The Contractor Must Also Ensure That Subcontractor Production Controls Are Adequate To Preclude Commingling Of Materials During Processing. 3.27 Receiving Inspection - 3.27.1 Products And Services Produced By Sub-tier Suppliers For Incorporation In The Contract End Item Must Be Subject To Inspection Or Audit At The Time Of Receipt By The Prime Prior To Further Processing Within The Prime Contractor's Plant Or Shipment To another Location. 3.27.2 Receiving Inspection Must Include As A Minimum - verification That The Traceability Marking On The Material Agrees With That On The Certification Test Reports. verification That Certification Test Reports Are Legible And Complete. verification That The Contents Of The Certification Test Reports Are In Compliance With The Contractually Invoked Specifications And Requirements. 3.28 Discrepancy Reporting - 3.28.1 Nonconforming Products From Sub-tier Suppliers Must Be Identified And Processed In Accordance With The Prime Contractor's Procedures For Controlling Nonconforming Products. The Prime Contractor Must Report The Receipt Of Any Nonconforming Products To the Responsible Sub-tier Supplier In Accordance With Established Procedures. Nonconforming Material Records Must Be Maintained And Available For Review By The Government Quality Assurance Representative (qar). 3.29 Final Inspection - The Following Inspections Must Be Performed Prior To Government Inspection And Acceptance. 3.29.1 Material Sampling - Material Must Be Inspected For Form, Fit, And Function. Lot Acceptance Must Be Based On Zero Defects And Lot Rejection Based On One Defect. The Sample Size Must Be In Accordance With The Sampling Plan(s) In The Applicable Military specification Or Standard, Federal Specification Or Standard, Or Drawing To Which The Material Was Manufactured. In The Absence Of Such Sampling Plans, Sampling Inspection Must Be Per Ansi/asq-z1.4, General Inspection Level Ii (for Sample Size Selection Code), table Iia (for Sample Size). small Lot Sizes - For Lot Sizes Of Fifty Or Less, The Minimum Sample Size Must Be Eight Units. For Lot Sizes Of Eight Or Less, The Sample Size Must Be One Hundred Percent Of The Lot. 3.29.2 The Manufacturer May Elect To Use Statistical Process Control (spc) To Assure Product Quality In Lieu Of The Above Attribute Sampling Plan, Provided That The Spc Methodology/system Used Provides Acceptable Products To The Government. However, The government/navy Receipt Inspection Activity May Perform Their Acceptance Inspection Of The Material Using The Attribute Sampling Plan Outlined Above. 3.29.3 All Data Concerning Material Verification (chemical, Mechanical Or Physical Properties), Traceability (material Certifications To Material Marking), And Nondestructive Test (ndt) Certifications For Material Must Be 100% Inspected. The Certification test Reports Must Also Be 100% Inspected For Completeness And Legibility. 3.29.4 All Material Requiring Traceability Must Be 100% Inspected For Traceability Marking And That The Marking Is Legible. 3.30 See Cdrl Di-misc-80678 (special Emphasis C Of C) - The Certificate Of Compliance Must Show Traceability To The Marking Applied On Each Individual Item, And Must Contain The Following Information: 1. Contractor's Name, Address And Date. 2. The Contract/purchase Order Number (for Example: N00104-11-p-fa12) 3. The National Stock Number (nsn). The 18 Character National Stock Number For Special Emphasis Material Includes The Two Digit Cog, The Four Digit Fsc, The 9 Digit Niin, And The Two Digit Smic (for Example: 1h 4820 012345678 L1) ("n/a" When Not Applicable). 4. Lubricants, Sealants, Anti-seize, And/or Thread Locking Compounds ("n/a" When Not Applicable). 5. Certification That O-rings, Packing, Gaskets, Or Other Elastomeric Products Were Installed In A Compressed State Within An Assembly Or Sub-assembly, Prior To Expiration Of The Shelf Life ("n/a" When Not Applicable). 6. Manufacturer's Compound Number ("n/a" When Not Applicable). 7. When Weld Procedure Submittal Is Required By The Contract, A Statement That The Approval Date Of The Qualification Data Precedes Any Production Or Repair Welding Performed On This Contract. ("n/a" When Not Applicable). 8. A Statement To The Effect That All Items Furnished On This Contract Are In Full Compliance With The Specifications And Requirements And List Each Contractually Invoked Conformance/compliance Test Performed By Name And That It Was Performed satisfactorily. 9. Contractor's Or Authorized Personnel's Signature. 4. Quality Assurance 4.1 Notes To Dcma Qar And The Contractor - 4.1.1 Dcma Qar And The Contractor For Proprietary Designs - Departures From Contractor Imposed Requirements, Not Specifically Covered By The Contract, Must Be Judged Individually On The Basis Of The Effect, If Any, On Contractual Requirements. When There Is A disagreement Between The Contractor And The Government Representative As To The Effect On Contractual Requirements, The Departure Must Be Considered A Nonconformance And Be Submitted To The Pco For Disposition. 4.1.2 Dcma Qar And The Contractor For Proprietary Designs - All Records Of Departures From Contractor Imposed Requirements Must Be Maintained And Available For Review At The Contractor's Facility. A Copy Must Be Given To The Local Government Representative. A record Of These Departures, Traceable To The Applicablepart Number And Contract Number Must Be Submitted To The Pco. 4.1.3 Dcma Qar And The Contractor For Proprietary Designs - For Proprietary Designs, The Contractor's Part Numbers Are Acceptable For Reference Only. The Delivered Material Must Conform To All Drawings, Specifications, And Other Contractual Requirements. 4.1.4 Dcma Qar - It Is The Responsibility Of Dcma Qar To Review Non-destructive Testing (ndt) Procedures For Navsup Contracts/purchase Orders. 4.1.5 Dcma Qar And The Contractor - The Ecds (electronic Contractor Data Submission) System Is Available For Certain Data Submissions And To Submit Questions And Clarifications, And Waiver Requests On Contracts And Solicitations. Ecds Can Be Found At: https://register.nslc.navy.mil/ 5. Packaging 5.1 Preservation, Packaging, Packing And Marking - Preservation, Packaging, Packing And Marking Must Be In Accordance With The Contract/purchase Order Schedule And As Specified Below. mil-std 2073 Packaging Applies As Found Elsewhere In The Schedule 6. Notes 6.1 Several Definitions Of Terms That Apply To Csi Items Are Listed Below. All Terms May Not Apply To Every Item. 6.1.1 The Ecds (electronic Contractor Data Submission) System Is At: Https://register.nslc.navy.mil/ This Application Will Require Advance Registration Using A Pki Digital Certificate On A Cac. A Vendor User Guide Is Available As Csd001 In The Csd (contract Support Document) Library Within Ecds. 6.1.2 Critical Safety Item (csi) - Any Ship Part, Assembly, Or Support Equipment Containing A Critical Characteristic Whose Failure, Malfunction, Or Absence Of Which Could Cause A Catastrophic Or Critical Failure Resulting In Loss Of, Or Serious Damage To The ship, Or Unacceptable Risk Of Personal Injury Or Loss Of Life. 6.1.3 Critical Process - As Determined By The Twh, Any Process, Operation Or Action Performed On A Ship Csi That Serves To Establish A Critical Characteristic (such As Welding, Soldering, Machining, Polishing, Cleaning, Or Assembling) Or Confirm That A critical Characteristic Is Within Drawing Or Specification Compliance (such As, Testing, Measurement, Or Non-destructive Evaluation). 6.1.4 First Article - Pre-production Models, Initial Product Samples, Test Samples Produced To Ensure A Manufacturer's Capability To Meet Full Specification Requirements. 6.1.5 First Article Test (fat) - Contractually Required Testing And Inspection Of A Supplier's Pre-production, Production, Or "production Representative" Specimens To Evaluate A Manufacturer's Ability To Produce Conforming Product Prior To The Government's commitment To Receive Subsequent Production Items. First Article Testing Is Product Specific And Does Not Assess Manufacturing Process Controls Nor Does It Assure The Effectiveness Of The Manufacturer's Quality Program. 6.1.6 Government Source Inspection (gsi) - Gsi Is Independent Oversight Performed By A Government Representative Usually A Dcma Quality Assurance Representative (qar)) To Assure That Those Unique Product Quality And System Elements, Identified By The contracting Agency As Important, Are Observed And Evaluated. 6.1.7 Quality Assurance Letter Of Instruction (qali) - A Qali Is A Formal Document Initiated By A Contracting Activity That Provides Essential Requirements And Instructions For Contracted Materials To Be Independently Verified And Accepted By A Government representative Prior To Shipment. 6.1.8 Objective Quality Evidence (oqe) - The Quantitative And Qualitative Data Of All Mechanical, Chemical, And Performance Tests Performed (as Required By The Applicable Specification, Drawing, Or Purchase Document) To Prove That The Material Supplied conforms To The Specified Requirements. 6.1.9 Surface Discontinuity - Any Surface Irregularity, Marking, Or Localized Change In Physical Character Of The Surface, Other Than Dimensional, That Exists Infrequently At One Or Several Places. (examples: Burrs, Dents, Nicks, Scratches, Gouges, Pits, center-punches, Scribes, And Tool Marks) Surface Discontinuities Less Than 0.005-inch In Depth Are Acceptable Provided They Do Not Violate Any Other Design Requirements Specified In This Contract/purchase Order. 6.1.10 Traceability Code - A Code Or Number Providing Traceability To The Actual Chemical And Mechanical Properties Of The Specified Heat, Batch, Or Form From Which The Material Originated. 6.1.11 Verification - An Examination Performed To Determine Compliance With A Specific Requirement. 6.1.12 Nonconformance - A Nonconformance Is Defined As Affecting Or Violating The Following: - The Requirements Of This Contract/purchase Order. - Contractually Invoked Drawings (i.e. Envelope Dimensions, Interface Dimensions With Mating Parts/equipment, Center Of Gravity, Weights, Piece Part Identification, Material, Etc.). - Contractually Invoked Federal, Military, Or Commercial Specifications And/or Standards. - Form, Fit, Function, Performance To Contract Requirements, Reliability, Maintainability, Interchangeability, Safety Of Personnel Or Equipment, Or Additional Cost To The Government. 6.1.13 Waiver - A Written Authorization To Accept An Item, Which During Manufacture, Or After Having Been Submitted For Government Inspection Or Acceptance, Is Found To Depart From Specified Requirements, But Nevertheless Is Considered Suitable For Use As Is or After Repair By An Approved Method. 6.1.14 Deviation - A Specific Written Authorization (granted Prior To The Manufacture Of An Item) To Depart From A Particular Requirement(s) Of An Item's Current Approved Configuration Documentation For A Specific Number Of Units Or A Specified Period Of time, And To Accept An Item Which Is Found To Depart From Specified Requirements, But Nevertheless Is Considered Suitable For Use "as Is" Or After Repair By An Approved Method. 6.1.15 Critical Waiver/deviation - This Waiver/deviation Consists Of A Departure Involving Safety. 6.1.16 Major Waiver/deviation - This Waiver/deviation Consists Of A Departure Involving: - Performance - Interchangeability, Reliability, Survivability, Maintainability, Or Durability Of The Item Or Its Repair Parts - Health Or Safety - Effective Use Or Operation - Weight, Stability, Or Structural Integrity - System Design Parameters As Schematics, Flows, Pressures Or Temperatures - Compartment Arrangements Or Assigned Function 6.1.17 Minor Waiver/deviation - This Waiver/deviation Consists Of A Departure Which Does Not Involve Any Of The Factors Listed As Critical Or Major. 6.1.18 Engineering Change (ec) - A Change To The Current Approved Configuration Documentation Of A Configuration Item At Any Point In The Life Cycle Of The Item. 6.1.19 Engineering Change Proposal (ecp) - A Proposed Engineering Change And The Documentation By Which The Change Is Described, Justified, And Submitted To The Government For Approval Or Disapproval. 6.1.20 Class I Ecp - A Class I Ecp Is Approved By The Government's Configuration Control Board And Authorized With A Contract Modification. 6.1.21 Class Ii Ecp - A Class Ii Change Is Typically Reviewed For Concurrence In Classification By The Local Government Representative, Unless Otherwise Specified Elsewhere In The Contract/purchase Order. 6.2 In Accordance With Opnavinst 5510.1 All Documents And Drawings Provided By The U.s. Navy To Perspective Contractors Must Include A "distribution Statement" To Inform The Contractor Of The Limits Of Distribution, And The Safeguarding Of The Information contained On Those Documents And Drawings. 6.2.1 There Are 7 (seven) Separate Distribution Statement Codes Used For Non-classified Documents And Drawings. The Definition For Each Is As Follows: a... Approved For Public Release; Distribution Is Unlimited. b... Distribution Authorized To Us Governments Agencies Only. c... Distribution Authorized To Us Government Agencies And Their Contractors. d... Distribution Authorized To Dod And Dod Contractors Only. e... Distribution Authorized To Dod Components Only. f... Further Distribution Only As Directed By Commander, Naval Sea Systems Command, Code 09t. x... Distribution Is Authorized To Us Government Agencies And Private Individuals Or Enterprises Eligible To Obtain Export Controlled Technical Data In Accordance With Opnavinst 5510.161. 6.3 Ordering Information For Document References - The Department Of Defense Single Stock Point (dodssp), Website Http://www.dsp.dla.mil/, Provides Product Information For The Department Of Defense Index Of Specifications And Standards (dodiss) (i.e.military/federal Specifications And Standards), Data Item Descriptions (dids), And Other Dodssp Products. Most Specifications Can Obtained Directly From Http://quicksearch.dla.mil/ a. Availability Of Cancelled Documents - The Dodssp Offers Cancelled Documentsthat Are Required By Private Industry In Fulfillment Of Contractual Obligationsin Paper Format. Documents Can Be Requested By Phoning The Subscription Services Desk. b. Commercial Specifications, Standards, And Descriptions - These Specifications, Standards And Descriptions Are Not Available From Government Sources. Theymay Be Obtained From The Publishers Of The Applicable Societies. c. Ordnance Standards (os), Weapons Specifications (ws), And Navord Ostd 600 Pages - These Type Publications May Be Obtained By Submitting A Request To: commander, Indian Head Division, Naval Surface Warfare Center code 8410p, 101 Strauss Avenue indian Head, Md 20640-5035 d. On Post-award Actions, Requests For "official Use Only" And "noforn" (not Releasable To Foreign Nationals) Documents Must Identify The Government Contractnumber, And Must Be Submitted Via The Cognizant Defense Contract Management Command (dcmc) For certification Of Need For The Document. On Pre-award Actions Such Requests Must Be Submitted To The Pco For Certification Of Need For The Document. e. Noforn Military Specifications And Standards (including Amendments, Change Notices And Supplements, But Not Interim Changes) To Be Ordered From: contracting Officer navsup-wss code 87321 5450 Carlisle Pike p.o. Box 2020 mechanicsburg, Pa. 17055-0788 f. Nuclear Reactor Publications Assigned Navsea Documents And Identification Numbers (i.e. Navsea Welding Standard, Navsea 250-1500-1) Are To Be Ordered Enue: commanding Officer navsup-wss code 009 5450 Carlisle Pike p.o. Box 2020 mechanicsburg, Pa. 17055-0788 g. Technical Manuals Assigned Navsea Identification Numbers (i.e. Navsea Welding And Brazing Procedure, Navsea S9074-aq-gib-010/248) Are To Be Ordered From: commanding Officer navsup-wss code 1 Support Branch 700 Robbins Avenue philadelphia, Pa. 19111-5094 h. Interim Changes And Classified Specifications Must Be Obtained By Submitting A Request On Dd Form 1425 To Navsup-wss. 6.4 Recent Updates - A Short Description Of Recent Updates To The Technical Requirements Of This Item Are Listed Below, Along With An Implementation Date For Each Issue. The Notes Below Are Only A Generic Quick Reference And Are Provided For Convenience only, Detailed Requirements Will Be Defined Elsewhere In The Technical Sections Of This Contract/purchase Order. ;- 10/20/2016 - Updated Ecds Url - Feb 26 2009 - Clarified Testing And Certs Only Apply To Pieces Listed - Oct 29 2010 - Added Sampling Std For Li In-process Testing - Sep 30 2008 - Thread Inspection Requirements Were Clarified - Dec 20 2022 - Removed Requirement For Vender To Submit Waivers/deviations In Ecds - Jan 05 2012 - Added Wawf To Forward Approved Waivers/deviations With Final Oqe - Dec 17 2011 - Moved Quality Assurance Text Location For Readability - Apr 15 2009 - Clarified The Sample Size For Large And Small Lot Sizes - Jan 19 2011 - Added Notification Of Dcma Upon Contract Award - May 02 2009 - Added Lubricants And Sealants To The C Of C - Aug 27 2014 - Took Out Contractor's Phone Number Requirement - Dec 01 2011 - Moved "notes To Dcma Qar" To Qa Section - Jan 5 2017 - Ecds/csd Info Was Added To Definitions In The Notes Section; date Of First Submission=asreq paragraph 10.4 Of Di-qcic-81110 Does Not Apply. date Of First Submission=asreq block 12 - Certification Data Must Be Submitted To Portsmouth Naval Shipyard For Review And Acceptance Prior To Each Shipment Of Material. Certification Documentation Must Be Submitted Via Wawf (wide Area Work Flow). enter In Wawf As Follows: "ship To" N50286 "inspect By" N39040 "accept By" N39040 and Email Notification Field: Port_ptnh_wawf_notification@navy.mil no Material Is To Be Shipped Prior To The Receipt Of Acceptance. date Of First Submission=asreq block 4 - Paragraphs 10.2.1, 10.2.2, 10.2.3, 10.3, And 10.4 Of Di-misc-80678 Do Not Apply. block 12 - Certification Data Must Be Submitted To Portsmouth Naval Shipyard For Review And Acceptance Prior To Each Shipment Of Material. Certification Documentation Must Be Submitted Via Wawf (wide Area Work Flow). enter In Wawf As Follows: "ship To" N50286 "inspect By" N39040 "accept By" N39040 and Email Notification Field: Port_ptnh_wawf_notification@navy.mil no Material Is To Be Shipped Prior To The Receipt Of Acceptance. date Of First Submission=asreq block 4 - Paragraphs 10.2.2, 10.2.3, 10.2.4, And 10.3 Of Di-misc-80678 Do Not Apply. block 12 - Certification Data Must Be Submitted To Portsmouth Naval Shipyard For Review And Acceptance Prior To Each Shipment Of Material. Certification Documentation Must Be Submitted Via Wawf (wide Area Work Flow). enter In Wawf As Follows: "ship To" N50286 "inspect By" N39040 "accept By" N39040 and Email Notification Field: Port_ptnh_wawf_notification@navy.mil no Material Is To Be Shipped Prior To The Receipt Of Acceptance. date Of First Submission=asreq block 12 - See Clause 52.209-3 For Submittal Timeframes.

DEPT OF THE NAVY USA Tender

Machinery and Tools
location
United States
Closing Date24 Mar 2025
Tender AmountRefer Documents 
Description: Contact Information|4|n743.6|wvy|564-230-3066|francine.a.pommells.civ@us.navy.mil| item Unique Identification And Valuation (jan 2023)|19|||||||||||||||||||| higher-level Contract Quality Requirement (navicp Review Feb 1991)(feb 1999)|1|see Specification Sections C And E| inspection Of Supplies--fixed-price (aug 1996)|2||| inspection And Acceptance - Short Version|8|x||x|||||| time Of Delivery (june 1997)|20|0001|25|365 Days|||||||||||||||||| general Information-fob-destination|1|b| wide Area Workflow Payment Instructions (jan 2023)|16|stand-alone Receiving Report - Certifications Combo-receiving Report & Invoice - Material|n/a|tbd|n00104|tbd|n39040 - Certifications, S4306a - Material|n50286|tbd|133.2|n/a|n/a|s4306a - Material|n/a|n/a|see Dd1 423|port_ptnh_wawf_notification@navy.mil| navy Use Of Abilityone Support Contractor - Release Of Offeror Information (3-18))|1|| equal Opportunity (sep 2016)|2||| warranty Of Supplies Of A Noncomplex Nature (june 2003)|6|one Year From Date Of Delivery|one Year From Date Of Delivery||||| warranty Of Data--basic (mar 2014)|2||| buy American-free Trade Agreements-balance Of Payments Program-basic (feb 2024)|11|||||||||||| notice Of Total Small Business Set-aside (oct 2020)(deviation 2020-o0008)|1|| alternate A, Annual Representations And Certifications (oct 2024)|13|||||||||||||| buy American-free Trade Agreements-balance Of Payments Program Certificate-basic (feb 2024))|5|||||| buy American-balance Of Payments Program Certificate-basic (feb 2024)|1|| annual Representations And Certifications (jan 2025)|13|332722|500|||||||||||| notice Of Priority Rating For National Defense, Emergency Perpardeness, And Enrgy Progam Use (april 2008))|2||x| 1. Data Item A001 (inspection And Test Plan) May Be Waived If Already On Fileat Navsup Wss Mech. 2. Navsup Wss Mech Will Be Considering Past Performance In The Evaluation Ofoffers. See Clause 252.213-7000. 3. The Following Proposed Delivery Schedule Applies: submission Of All Certification Data Cdrls 20 Days Prior To Delivery. pnsy Review/acceptance Of Certification Cdrls After Receipt final Delivery Of Material (365 Days) please Quote Actual Delivery Days early And Incremental Delivery Is Acceptable At No Additional Cost To Thegovernment. 4. This Procurement Is Issued Pursuant To Emergency Acquisition Flexibilities. \ 1. Scope 1.1 The Material Covered In This Contract/purchase Order Will Be Used In A Crucial Shipboard System. The Use Of Incorrect Or Defective Material Would Create A High Probability Of Failure Resulting In Serious Personnel Injury, Loss Of Life, Loss Of Vital shipboard Systems, Or Loss Of The Ship Itself. Therefore, The Material Has Been Designated As Special Emphasis Material (level I, Scope Of Certification, Or Quality Assured) And Special Control Procedures Are Invoked To Ensure Receipt Of Correct Material. 2. Applicable Documents 2.1 Order Of Precedence - In The Event Of A Conflict Between The Text Of This Contract/purchase Order And The References And/or Drawings Cited Herein, The Text Of This Contract/purchase Order Must Take Precedence. Nothing In This Contract/purchase Order, however, Must Supersede Applicable Laws And Regulations Unless A Specific Exemption Has Been Obtained. 2.2 Applicable Documents - The Document(s) Listed Below Form A Part Of This Contract/purchase Order Including Modifications Or Exclusions. 2.2.1 Specification Revisions - The Specification Revisions Listed Under "documents References" Below Are The Preferred Revision. Older And/or Newer R Evisions Are Acceptable When Listed Within Contract Support Library Reference Number Csd155 In Ecds (electric contractor Data Submission) At: Ht Tps://register.nslc.navy.mil/. This Is To Allow Contractors To Use Certain Acceptable Older Specification Revisions To Purge Their Existing Stock Of Material Certified To Those Older Revisions Or To Use Newer Specification revisions When Material Is Certified To Newly Released Revisions,without Requiring The Submittal Of Waiver/deviation Requests For Each Specification Revision On Every Contract. Revisions Of Specifications Reflecting Editorial And/or Re-approval (e.g. E2009, r2014, Etc.) Are Considered Inconsequential, But Are Acceptable When Their Revisions Are Listedwithin Csd155 Or Elsewhere Within This Contract. 2.2.2 "document References" Listed Below Must Be Obtained By The Contractor. Ordering Information Is Included As An Attachment To This Contract/purchase Order. document Ref Data=ansi/asq Z1.4 | | | |080101|a| | | document Ref Data=qq-n-286 | | |g |001207|a| | | document Ref Data=mil-std-792 | | |f |060519|a| | | document Ref Data=mil-dtl-1222 | | |j |001208|a| | | document Ref Data=mil-std-2132 | | |d |080310|f| |01| document Ref Data=iso_9001 | | | |081115|a| | | document Ref Data=iso10012 | | | |030415|a| | | document Ref Data=iso/iec 17025 | | | |050515|a| | | document Ref Data=mil-i-45208 | | |a |810724|a|1 | | document Ref Data=mil-std-45662 | | |a |880801|a| | | document Ref Data=ansi/ncsl Z540.3 | | | |130326|a| | | document Ref Data=t9074-as-gib-010/271 | | |1 |140911|a| | | 3. Requirements 3.1 Manufacture And Design - The Item Furnished Under This Contract/purchase Order Must Meet The Requirements As Specified In Mil-dtl-1222, Except As Amplified Or Modified Herein. Mil-dtl-1222 Ordering Data Information Is Provided Below. (a) Studs, Bolts, Hex Cap Screws, Socket Head Cap Screws, And Nuts; Mil-dtl-1222. (b) Part Number - ;n/a; Configuration - ;stud; Type - ;iv; Style - ;n/a; Grade - ;500 (qq-n-286); Condition - ;500 (qq-n-286); Size - ;1 Inch; Length - ;5 3/4 Inches (length Tolerance Must Be +/- 0.080); Thread Series - ;8 Unc; Class Of Fit - ;3a; End Configuration - ;chamfered; (c) Issue Of Dodiss Is Specified Elsewhere In The Contract/purchase Order. (d) Heat Treatment Must Be Performed In Accordance With Applicable Specifications. (e) Type Of Coating - ;n/a; (f) Aluminum Alloy Fasteners Must Be Coated In Accordance With Mil-dtl-1222, Unless Otherwise Specified In Paragraph (e) Above. (g) Externally Threaded Titanium Alloy Fasteners Must Be Anodized In Accordance With Mil-dtl-1222, Unless Otherwise Specified In Paragraph (e) Above. (h) Cut Or Ground Threads ;are Permitted; . (i) See Ordering Data Item (b) Above As Applicable. (j) Bearing Surfaces - ;n/a; (k) Self-locking Element - ;n/a; (l) Marking Must Be As Specified In Paragraph 3.13 Of Mil-dtl-1222. (m) Chemical, Mechanical, And Non-destructive Test Results Must Be As Specified Elsewhere In This Contract/purchase Order. (n) Resubmittal Of Fastener Lots That Failed An Examination Is Not Allowed Unless Specifically Approved By The Pco. (o) Retesting Of Mechanical Properties Is Not Allowed Unless Specifically Approved By The Pco. (p) Rework And Resubmittal Of Lots Must Be In Accordance With Mil-dtl-1222. (q) Inspection Of Defects Must Be In Accordance With Mil-dtl-1222, Unless Otherwise Specified Elsewhere In This Contract/purchase Order. (r) Acceptance Criteria For Inspection Of Defects Must Be In Accordance With Mil-dtl-1222, Unless Otherwise Specified In This Contract/purchase Order. (s) Non-destructive Testing Must Be In Accordance With Mil-dtl-1222, Unless Otherwise Specified Elsewhere In This Contract/purchase Order. (t) Mechanical Testing Must Be Performed After Final Heat Treatment, Unless Otherwise Specified Elsewhere In This Contract/purchase Order. (u) Preservation, Packaging, And Packing Requirements Must Be As Specified Elsewhere In The Contract/purchase Order. (v) - (bb) Substituting Material Grades Is Not Allowed Unless Specifically Approved By The Pco. 3.2 The Unit Of Issue Is Each. the Contractor Is Required To Provide One Additional Fastener For Each Uniquely Identified Heat/lot Of Material In Each Shipment. Complete Traceability Must Be Maintained On This Extra Fastener. 3.3 Testing Certification - Certifications Are Required For The Following Tests On The Items Listed Below. Additional Testing (if Any) Per Applicable Specifications Is Still Required, But Certifications Are Only Required As Listed Below. test - ;liquid Penetrant Inspection; item - ;stud, Continuous Thread; performance - T9074-as-gib-010/271; Sampling Must Be Per Mil-dtl-1222 acceptance - Mil-dtl-1222 attribute - Annealing And Age Hardening item - ;stud, Continuous Thread; performance - Qq-n-286 test - Ultrasonic Inspection On Starting Material item - ;all Items Requiring Certification Made From Qq-n-286 With A Diameter Or Minimum Distance Between Parallel Surfaces Of 4 Inches Or Greater Of The Starting Material, Or When Required By A Drawing Or Specification Invoked Elsewhere In This Contract; performance - T9074-as-gib-010/271 Or Mil-std-2132, And Qq-n-286 acceptance - Qq-n-286 3.4 K-monel Fasteners - Material Must Be Heat Treated Per Qq-n-286. 3.4.1 Fasteners That Have Been Hot Or Cold Headed Or Roll Threaded Must Be Solution Annealed Followed By Age Hardening Subsequent To All Heading And Thread Rolling Operations. The Mechanical Properties On Certifications Must Be Actual Properties Of The annealed And Age Hardened Material And Must Meet The Requirements Of Qq-n-286. 3.4.2 Qq-n-286 Fasteners That Have Been Headed And/or Roll Threaded Must Not Beage Hardened Unless The Material Has Been Solution Annealed Subsequent To The Heading And Threading Operations. Threads Formed After The Final Age Hardening Heat Treatment Must Be cut Or Ground Only. 3.5 K-monel Fasteners - K-monel Externally Threaded Fasteners Must Have Mechanical Properties Determined In Accordance With Mil-dtl-1222. Test Results Must Include Tensile, Yield, Elongation And Hardness As Required By Mil-dtl-1222. (the Hardness Tests Must Be performed On A Full Size Fastener.) 3.5.1 Studs Require An Axial Tensile Test In Accordance With Mil-dtl-1222. 3.5.2 Headed Fasteners Require A Wedge Tensile Test As Specified Elsewhere In This Contract/purchase Order. 3.6 Slow Strain Rate Tensile Test Laboratories - The Slow Strain Rate Tensile Test Of Qq-n-286 Must Be Performed By One Of The Following Laboratories: huntington Alloys, A Special Metals Company attn: Bill Bolenr 3200 Riverside Drive huntington, Wv 257059 phone: (304) 526-5889 fax: (304) 526-5973 metallurgical Consultants, Inc. attn: W. M. Buehler 4820 Caroline po Box 88046 houston, Tx 77288-0046 phone: (713) 526-6351 fax: (713) 526-2964 naval Surface Warfare Center, Carderock Division attn: Eric Focht Code 614 9500 Macarthur Blvd west Bethesda, Md 20817-5700 phone: (301) 227-5032 fax: (301) 227-5576 teledyne Allvac attn: Dr. W. D. Cao 2020 Ashcraft Ave. monroe, Nc 28110 phone: (704) 289-4511 fax: (704) 289-4269 westmoreland Mechanical Testing And Research Inc. attn: Andrew Wisniewski p.o. Box 388 youngstown, Pa 15696-0388 mannesmann Rohrenwerke mannesmann Forschungsinstitut (mfi) attn: Dr. Weiss postfach 251160 47251 Duisburg germany phone: 011-49-0203-9993194 fax: 011-49-0203-9994415 thyssenkrupp Vdm Usa, Inc. attn: D. C. Agarwal 11210 Steeplecrest Drive, Suite 120 houston, Tx 77065-4939 phone: (281) 955-6683 3.7 Configuration Control - The Contractor Must Maintain The Total Equipment Baseline Configuration. For Items Of Proprietary Design, Contractor Drawings Showing The Latest Assembly Configuration Must Be Provided To The Government In Electronic (c4) Format. definitions Are Provided Elsewhere In The Contract/purchase Order. 3.7.1 Waivers/deviations - All Waivers And Deviations, Regardless Of Significance Or Classification Require Review And Approval By The Contracting Officer. Waivers And Deviations Must Be Designated As Critical, Major, Or Minor. The Contractor Must Provide A copy Of This Request To The Qar. Requests Must Include The Information Listed Below. A. A Complete Description Of The Contract Requirement Affected And The Nature Of The Waiver/deviation (non-conformance), Including A Classification Of Critical, Major, Or Minor. B. Number Of Units (and Serial/lot Numbers) To Be Delivered In This Configuration. C. Any Impacts To Logistics Support Elements (such As Software, Manuals, Spares, Tools, And Similar) Being Utilized By Government Personnel Or Impacts To The Operational Use Of The Product. D. Information About Remedial Action Being Taken To Prevent Reoccurrence Of The Non-conformance. 3.7.2 All Requests For Waivers/deviations On Navsup-wss Contracts Must Be Submitted To The Navsup Wss Contracting Specialist Via Email. 3.7.3 Ecps - The Government Will Maintain Configuration Control And Change Authority For All Modifications Or Changes Affecting Form, Fit, Function, Or Interface Parameters Of The Equipment And Its Sub-assemblies. The Contractor Must Submit An Engineering change Proposal (ecp) For Any Class I Or Ii Changes That Impact The Equipment Covered By This Contract. Ecps Must Be Prepared In Contractor Format, And Must Include The Following Information: A. The Change Priority, Change Classification (class I Or Class Ii), And Change Justification. B. A Complete Description Of The Change To Be Made And The Need For That Change. C. A Complete Listing Of Other Configuration Items Impacted By The Proposed Change And A Description Of The Impact On Those Cis. D. Proposed Changes To Documents Controlled By The Government. E. Proposed Serial/lot Number Effectivities Of Units To Be Produced In, Or Retrofitted To, The Proposed Configuration. F. Recommendations About The Way A Retrofit Should Be Accomplished. G. Impacts To Any Logistics Support Elements (such As Software, Manuals, Spares, Tools, And Similar) Being Utilized By Government Personnel In Support Of The Product. H. Impacts To The Operational Use Of The Product. I. Complete Estimated Life-cycle Cost Impact Of The Proposed Change. J. Milestones Relating To The Processing And Implementation Of The Engineering Change. 3.8 Certificate Of Compliance - (special Emphasis Material) The Contractor Must Prepare And Submit A Certificate Of Compliance Certifying That The Items/components Furnished Under This Contract Comply With The Requirements Of The Procurement Document, including Any/all Invoked Specifications And Drawings. 3.9 Mercury Free - Mercury And Mercury Containing Compounds Must Not Be Intentionally Added Or Come In Direct Contact With Hardware Or Supplies Furnished Under This Contract. Mercury Contamination Of The Material Will Be Cause For Rejection. 3.10 Thread Forming - The Following Provides The Official Interpretation Of Paragraph 4.5.2.7 Of Mil-dtl-1222. 3.10.1 In Order To Qualify For "alternate Mechanical Testing" Found In Mil-dtl-1222j Paragraph 4.5.2.7 And Utilize The Mechanical Properties For The Starting Bar Stock In Lieu Of Performing Yield Strength Or Proof Stress Testing On Finished Fasteners, All Of the Subsequent Provisions Found In Mil-dtl-1222j Paragraphs 4.5.2.7 A Through E Must Be Met. If Any Single Provision Is Not Met, All Required Mechanical Testing Must Be Performed On The Finished Full Sized Fasteners. These Provisions Are Explained As Follows: a. Proper Product Lot Control And Traceability Must Be In Place. b. No Heat Treatment (including Hot Heading And Hot Forming), Cold Forming, Drawing, Rolling And Thread Rolling May Be Performed On The Starting Bar, Fastener Blanks Or Finished Fasteners After The Completion Of The Mechanical Testing On The Starting Bar. c. And D. The Proper Size Starting Bar Must Be Selected To Ensure Mechanical Properties Of Finished Fasteners Are Represented By The Mechanical Properties Of The Starting Bar. e. The Mandatory Testing, Axial Tensile (studs) And Wedge Tensile (screws And Bolts) Must Be Performed On Full Sized Fasteners. Note That There Is A Typographical Error In Paragraph 4.5.2.7 And That The Axial Load Test Is A Mandatory Test That Must Be performed On Studs As Required In Paragraph 4.5.2.7.e. 3.10.2 Thread Rolling Is A Cold Working Process And Is Not Considered To Be A Machining Or Grinding Operation. Therefore, Fasteners Which Have Rolled Threads Do Not Satisfy The Provisions Of Mil-dtl-1222j Paragraph 4.5.2.7.b And Are Not Eligible For The "alternate Mechanical Testing" Provision. 3.10.3 Thread Rolling Alone Is Not A Sufficient Cold Working Process To Qualify A Fastener To Be In The Cold Worked (cw) Condition. This Condition Is Only Applicable To Some 300 Series Stainless Steel Studs, Screws And Nuts. These Cw Condition Fasteners must Be Manufactured From Cold Worked Bar Stock Or Be Cold Headed In Order To Qualify. The Threads May Subsequently Be Rolled, Machined Or Ground. Testing Of The Finished Fasteners And/or Reporting Of The Starting Bar Stock Material Properties Is Subject To the Same Provisions Found In Mil-dtl-1222j Paragraph 4.5.2.7 And Discussed Above. ^ Quality Assurance Requirements ^ 3.11 See Cdrl Di-misc-80678 (test Certification) - A Statement Of Tests Performed, Listing The Pieces Tested Must Be Furnished Along With A Copy Of The Test Results. Certification Must Include The Contractor's Name, Address And Date, Quantity Inspected, identified To The Contract/purchase Order And Item Number, And The Contractor's Or Authorized Personnel's Signature. Test Certifications Must Reference The Standard/specification, Including The Revision, To Which The Testing Was Performed And The Acceptance criteria Used. Test Procedure Numbers May Also Be Referenced On Test Reports. Test Reports On Weldments Must Be Identified To Weld Joint And Layer. 3.12 Quality System Requirements - The Contractor Furnishing Items Under This Contract/purchase Order Must Provide And Maintain A Quality System In Accordance With Iso-9001 As Amplified Or Modified Herein, With The Calibration System Requirements Of Iso-10012 or Ansi-z540.3 With Iso-17025. A Quality System In Accordance With Mil-i-45208, With The Calibration System Requirements Of Mil-std-45662, Is Acceptable As An Alternate. 3.12.1 The Contractor's Quality System And Products Supplied Under The System Are Subject To Evaluation, Verification Inspection, And Acceptance/nonacceptance By The Government Representative To Determine The System's Effectiveness In Meeting The Quality requirements Established In The Contract/purchase Order. 3.12.2 The Contractor's Quality System Must Be Documented And Must Be Available For Review By The Contracting Officer Or His Representative Prior To Initiation Of Production And Throughout The Life Of The Contract. The Prime Contractor Must, Upon notification, Make His Facilities Available For Audit By The Contracting Officer Or His Authorized Representative. 3.12.3 See Cdrl Di-qcic-81110 (inspection System Procedures) - All Suppliers Of Level I/subsafe (li/ss) Material Are Required To Submit A Copy Of Their Current Documented Quality System Procedures To The Procurement Contracting Officer (pco) Prior To Award Of any Contract/purchase Order. Suppliers That Have A Copy Of Their Current Quality System Procedures On File At The Procuring Activity May Request The Pco Waive This Requirement. 3.12.4 This Contract Provides For The Performance Of Government Quality Assurance At Source. The Place Or Places Of Performance May Not Be Changed Without The Authorization Of The Procurement Contracting Officer. Upon Receipt Of This Order, Promptly Notify the Government Representative Who Normally Services Your Plant So That Appropriate Planning For Government Inspection Can Be Accomplished. If You Do Not Have An Assigned Government Representative, Notify The Nearest Defense Contract Management Agency (dcma) office. In The Event That A Local Government Representative Or Dcma Office Cannot Be Located, Our Purchasing Agent Should Be Notified Immediately. 3.12.5 Any Changes Made By The Contractor To A Qualified Quality System Will Require Re-submittal To The Pco And Concurrence By The Government Quality Assurance Representative Prior To Adoption. 3.13 Contractor Inspection Requirements - The Contractor Must Maintain Adequate Records Of All Inspections And Tests. The Records Must Indicate The Nature And Number Of Observations Made, The Number And Type Of Deficiencies Found, The Quantities Approved And rejected And The Nature Of Corrective Action Taken As Appropriate. Inspection Records Must Be Traceable To The Material Inspected. 3.13.1 The Supplier's Gages, Measuring And Test Equipment Must Be Made Available For Use By The Government Representative When Required To Determine Conformance With Contract Requirements. When Conditions Warrant, The Supplier's Personnel Must Be Made available For Operations Of Such Devices And For Verification Of Their Accuracy And Condition. 3.13.2 All Documents And Reference Data Applicable To This Contract Must Be Available For Review By The Government Representative. Copies Of Documents Required For Government Inspection Purposes Must Be Furnished In Accordance With The Instructions Provided by The Government Representative. 3.14 Subcontractor Inspection Requirements - The Government Has The Right To Inspect At Source, Any Supplies Or Services That Were Not Manufactured Or Performed Within The Contractor's Facility. Such Inspection Can Only Be Requested By Or Under Authorization of The Government Representative. Any Purchasing Documents To A Subcontractor Must Cite The Applicable Portions Of The Contractually Invoked Quality System (e.g. Calibration Requirements), Plus Any Product Requirements That Apply To The Supplies Being purchased. When The Government Elects To Perform Source Inspection At The Subcontractor's Facility, Applicable Purchase Documents Must Be Annotated With The Following Statement: "a Government Inspection Is Required Prior To Shipment From Your Plant. Upon receipt Of This Order, Promptly Notify The Government Representative Who Normally Services Your Plant So That Appropriate Planning For Government Inspection Can Be Accomplished. If You Do Not Have An Assigned Government Representative, Notify The Nearest defense Contract Management Agency (dcma) Office. In The Event That A Local Government Representative Or Dcma Office Cannot Be Located, Our Purchasing Agent Should Be Notified Immediately." 3.14.1 The Prime Contractor's Program Must Include Procedures To Assess The Capability Of The Prospective Suppliers To Produce The Products Or Supply The Services In Accordance With The Contract, Prior To The Issuance Of Any Purchase Document. 3.14.2 Each Sub-tier Supplier Of Material Or Services For Items In Section 3 Of This Contract Must Be Subjected To A Periodic Review Or Audit By The Prime To Determine The Continued Capability Of The Supplier To Control The Quality Of The Products Or Services specified In The Purchase Order Or Contract. 3.14.3 The Prime Contractor Must Ensure That The Purchased Product Conforms To Specified Purchase Requirements And This Contract. The Type And Extent Of Control Applied To The Supplier And The Purchased Product Must Be Dependent Upon The Effect Of The purchased Product On The End Item Represented By This Contract. 3.14.4 The Prime Contractor Must Evaluate The Requirements Of The Contract And Select Suppliers Based On Their Ability To Supply The Product In Accordance With The Prime Contractor's Requirements And The Contract. Criteria For Selection And Evaluation Must Be established. Records Of This Effort Must Be Available For Review By The Government. 3.14.5 The Prime Contractor's Supplier Quality Assurance Program Must Provide For A Review Of Purchase Documents To Assure Applicable Quality Requirements Are Included Or Referenced In The Documentation For Compliance By The Supplier. 3.15 Government Furnished Material And/or Equipment (gfm/gfe) - When Material Or Equipment Is Furnished By The Government, The Contractor Must Develop Documented Control Procedures That Require At Least The Following: 3.15.1 Visual Examination Upon Receipt To Detect Damage During Transit. 3.15.2 Inspection For Completeness And Proper Type. 3.15.3 Verification Of Material Quality Received. 3.15.4 Periodic Inspection And Precautions To Assure Adequate Storage Conditions And To Guard Against Damage From Handling And Deterioration During Storage. 3.15.5 Functional Testing, Either Prior To Or After Installation, Or Both, As Required By The Contract To Determine Satisfactory Operation. 3.15.6 Identification And Protection From Improper Use Or Disposition. 3.15.7 Reporting To The Government, Any Gfm Or Gfe Property Found Damaged, Malfunctioning, Or Otherwise Unsuitable For Use. In The Event Of Damage Or Malfunction During Or After Installation, The Supplier Must Determine And Record Probable Cause And Necessity for Withholding The Material From Use. 3.15.8 For Gfe Material, And As Required By The Terms Of The Bailment Agreement, The Supplier Must Establish Procedures For Adequate Storage, Maintenance, And Inspection Of Bailed Government Material. Records Of All Inspection And Maintenance Performed On bailed Property Must Be Maintained. 3.15.9 Material Returned To The Contractor Must Be Handled As Gfm. 3.16 Traceability And Certification Requirements - To Assure That Correct Materials Are Installed In Level I/subsafe Systems, It Is Imperative That Traceability Be Maintained From The Material To The Material Certification Test Report And Other Required objective Quality Evidence (oqe). The Material Certification Report Must Completely And Accurately Reflect That The Material Supplied Meets The Specified Requirements. 3.16.1 The Following Provides The Minimum Requirements For Maintaining Material Traceability And Supplements The Requirements Specified In Di-misc-81020 And Elsewhere In The Contract/purchase Order. The Contractor Must Develop Written Procedures That implement The Material Control Requirements Stated Herein. 3.17 Material Traceability - The Certification Data Report Must Be Identified Through A Unique Traceability Number, Heat-lot Number, Or Heat-treat Number, As Applicable, Which Must Also Be Marked On The Material. This Traceability Marking On The Material Must provide Direct Traceability To The Material's Chemical Composition And Mechanical Properties Certification Data. For Material Produced By Batch, Continuous Cast, Or Continuous Pour Processes, Samples Must Be Taken No Less Than Once In Every Eight Hours Of operation For The Purpose Of Validating Proper Chemical Composition And Mechanical Properties. Traceability Must Be Maintained Through All Process Operations Including Any Subcontracted Operations, To The Finished Component. 3.18 See Cdrl Di-misc-81020 (chemical And Mechanical) - Material Certification - In Addition To The Certification Data Requirements Specified In Di-misc-81020, The Following Material Certification Requirements Apply: 3.18.1 Quantitative Chemical And Mechanical Analysis Of Material Is Required ;in Accordance With Mil-dtl-1222; .test Reports Must Be Traceable To Traceability Marking On The Material. Material Certification Test Reports Must Include The Class, Form, Condition, grade, Type, Finish, And/or Composition, As Applicable, Of The Material Supplied. 3.18.2 Re-identification And Re-certification Of Material Is Required When The Material Is Subjected To A Process Which Alters It's Properties. If The Starting Material Or Raw Stock Is Processed In A Manner That Will Not Affect Its Chemical Composition Or mechanical Properties, The Original Certifications For The Chemical Composition And Mechanical Properties, As Required By The Material Specification, Are Acceptable. Re-certification Of The Chemical Or Mechanical Properties Is Required If A Process Is Used during Fabrication That Alters The Original Properties Of The Material (e.g. Alloying, Heat Treating, Or Forming). In These Instances, The Properties Of The Material Must Be Re-determined And Documented To Reflect The Altered Condition. The Altered Material must Be Uniquely Re-identified. The Properties Thus Determined And Documented, Are Required For Final Certification And Must Conform To The Material Specification Or The Contract/purchase Order Requirements. When Only The Mechanical Properties Are Altered, the Original Certification For Chemical Composition Must Be Overstamped And/or Annotated With The Unique Traceability marking Used With The Altered Material And At A Minimum Contain The Information Below. traceability Marking ________________________________________________ (marking On Finished Item) is Fabricated From Raw Material Identified To heat/lot Number ________________ And Heat Treat Number ________________________ (when Applicable) _________________________________________ Date _____________________ (name And Signature Of Auth. Co. Rep.) 3.18.3 Material Certification Data Forwarded By The Manufacturer Must Contain A Signed Certification That The Report Results Represent The Actual Attributes Of The Material Furnished And Indicate Full Compliance With All Applicable Specification And Contract requirements. Transcription Of Certification Data Is Prohibited. 3.18.4 Statements On Material Certification Documents Must Be Positive And Unqualified. Disclaimers Such As "to The Best Of Our Knowledge" Or "we Believe The Information Contained Herein Is True" Are Not Acceptable. 3.18.5 If Material Is Received Without The Required Certification Papers Or With Incorrect/missing Data On The Certification Papers, The Material Will Be Rejected. 3.19 Material Marking For Traceability And Identification - The Following Are The Minimum Marking Requirements. Additional/alternate Marking Requirements, If Applicable, Will Be Specified Elsewhere In The Contract/purchase Order. In Addition To The Marking requirements On Applicable Drawings And/or Specifications, Marking For Traceability Is Required. All Traceability Marking Must Be Permanently Applied In Accordance With Mil-std-792 (except As Specified Below). An Alternate Marking Method Is Permissible provided It Is An Available Option In The Contractually Invoked Specification Or Drawing, Except In Instances Where The Material Has Been Modified By This Contract/purchase Order And Differs From That Specified In The Specification Or Drawing. 3.19.1 Fasteners Must Be Marked In Accordance With ;mil-dtl-1222; . The Method Of Marking Must Be Types I, Ii, Iii, V, Viii Or Ix Of Mil-std-792 Except For Grades 410, 416 And 431 In The H Condition And Grades 8, 630, A574, And 4340 Which Must Be Marked By method Ii When Marking Is Applied After The Final Heat Treatment. Markings On Fasteners That Are To Be Coated Must Be Marked Prior To Coating And Have A Minimum Depth Of 4 Mils. Traceability Marking Must Be Legible After The Application Of Protective compounds. 3.19.2 Marking Is Required For All Fasteners Regardless Of Size And Must Include The Material Symbol, The Manufacturer's Identification Symbol, And The Traceability Marking. Marking Must Be Applied On The Head Of Headed Fastener (top Preferred, Side Location if Necessary). Where No Contract Invoked Specification Requirement Exists For This Marking, Self-locking Fasteners Must Be Marked With Six Dots Approximately .032" Diameter, Raised Or Depressed By Approximately .010" Located On The Top Perimeter Of The Head Of the Fastener In An Arc Or Circular Pattern. The Six Dots Must Be Distinguishable From All Other Required Markings. 3.20 Material Handling - The Written Material Control Process Must Include The Following: 3.20.1 All Raw Materials Must Have Traceability Markings (except As Specified Below). 3.20.2 Stored Raw Materials Requiring Traceability Must Be Segregated To Preclude Intermingling With Materials Not Requiring Traceability. 3.20.3 When Traceability Markings Will Be Removed By A Manufacturing Or Fabrication Process, The Marking Must Be Recorded Prior To Removal And Be Immediately Restored Upon Completion Of The Process. If This Cannot Be Done Or Is Impractical, An Appropriate material Control Procedure (such As A Bag And Tag, Tagging, And/or Tote Box Control) Must Be Employed. The Material Control Procedure Must Provide A Method Of Positive Control To Preclude Commingling Of Heats Or Loss Of Traceability. The Traceability Marking must Be Reapplied Upon Completion Of The Final Manufacturing Process. 3.20.4 Purchase Orders For Raw Material Must Specify That The Material Be Traceable To Material Certification Test Reports By The Traceability Marking On The Material And Identified On The Test Reports. The Certification Data Requirements Contained In di-misc-81020 Must Be Invoked By The Prime Contractor On All Subcontractors Supplying Level I Material. 3.20.5 The Material Control Process Must Include Requirements For The Maintenance Of Traceability For Items Sent Out For Subcontracted Operations. If Such Operations Would Remove Traceability Markings, Purchase Or Work Orders Must Specify A Method And Marking location For Remarking. The Contractor Must Also Ensure That Subcontractor Production Controls Are Adequate To Preclude Commingling Of Materials During Processing. 3.21 Receiving Inspection - 3.21.1 Products And Services Produced By Sub-tier Suppliers For Incorporation In The Contract End Item Must Be Subject To Inspection Or Audit At The Time Of Receipt By The Prime Prior To Further Processing Within The Prime Contractor's Plant Or Shipment To another Location. 3.21.2 Receiving Inspection Must Include As A Minimum - verification That The Traceability Marking On The Material Agrees With That On The Certification Test Reports. verification That Certification Test Reports Are Legible And Complete. verification That The Contents Of The Certification Test Reports Are In Compliance With The Contractually Invoked Specifications And Requirements. 3.22 Discrepancy Reporting - 3.22.1 Nonconforming Products From Sub-tier Suppliers Must Be Identified And Processed In Accordance With The Prime Contractor's Procedures For Controlling Nonconforming Products. The Prime Contractor Must Report The Receipt Of Any Nonconforming Products To the Responsible Sub-tier Supplier In Accordance With Established Procedures. Nonconforming Material Records Will Be Maintained And Available For Review By The Government Quality Assurance Representative (qar). 3.23 Final Inspection - The Following Inspections Must Be Performed Prior To Government Inspection And Acceptance. 3.23.1 Material Sampling - Material Must Be Inspected For Form, Fit, And Function. Lot Acceptance Must Be Based On Zero Defects And Lot Rejection Based On One Defect. The Sample Size Must Be In Accordance With The Sampling Plan(s) In The Applicable Military specification Or Standard, Federal Specification Or Standard, Or Drawing To Which The Material Was Manufactured. In The Absence Of Such Sampling Plans, Sampling Inspection Must Be Per Ansi/asq-z1.4, General Inspection Level Ii (for Sample Size Selection Code), table Iia (for Sample Size). small Lot Sizes - For Lot Sizes Of Fifty Or Less, The Minimum Sample Size Must Be Eight Units. For Lot Sizes Of Eight Or Less, The Sample Size Must Be One Hundred Percent Of The Lot. 3.23.2 The Manufacturer May Elect To Use Statistical Process Control (spc) To Assure Product Quality In Lieu Of The Above Attribute Sampling Plan, Provided The Spc Methodology/system Used Provides Acceptable Products To The Government. However, The government/navy Receipt Inspection Activity May Perform Their Acceptance Inspection Of The Material Using The Attribute Sampling Plan Outlined Above. 3.23.3 All Data Concerning Material Verification (chemical And Mechanical Properties), Traceability (material Certifications To Material Marking), And Nondestructive Test (ndt) Certifications For Material Must Be 100% Inspected. The Certification Test Reports must Also Be 100% Inspected For Completeness And Legibility. 3.23.4 All Metallic Material Must Be 100% Inspected For Traceability Marking And That The Marking Is Legible. 3.24 See Cdrl Di-misc-80678 (special Emphasis C Of C) - The Certificate Of Compliance Must Show Traceability To The Marking Applied On Each Individual Item, And Must Contain The Following Information: 1. Contractor's Name, Address And Date. 2. The Contract/purchase Order Number (for Example: N00104-11-p-fa12) 3. The National Stock Number (nsn). The 18 Character National Stock Number For Special Emphasis Material Includes The Two Digit Cog, The Four Digit Fsc, The 9 Digit Niin, And The Two Digit Smic (for Example: 1h 4820 012345678 L1) ("n/a" When Not Applicable). 4. Lubricants, Sealants, Anti-seize, And/or Thread Locking Compounds ("n/a" When Not Applicable). 5. Certification That O-rings, Packing, Gaskets, Or Other Elastomeric Products Were Installed In A Compressed State Within An Assembly Or Sub-assembly, Prior To Expiration Of The Shelf Life ("n/a" When Not Applicable). 6. Manufacturer's Compound Number ("n/a" When Not Applicable). 7. When Weld Procedure Submittal Is Required By The Contract, A Statement That The Approval Date Of The Qualification Data Precedes Any Production Or Repair Welding Performed On This Contract. ("n/a" When Not Applicable). 8. A Statement To The Effect That All Items Furnished On This Contract Are In Full Compliance With The Specifications And Requirements And List Each Contractually Invoked Conformance/compliance Test Performed By Name And That It Was Performed satisfactorily. 9. Contractor's Or Authorized Personnel's Signature. 4. Quality Assurance 4.1 Notes To Dcma Qar And The Contractor - 4.1.1 Dcma Qar And The Contractor For Proprietary Designs - Departures From Contractor Imposed Requirements, Not Specifically Covered By The Contract, Must Be Judged Individually On The Basis Of The Effect, If Any, On Contractual Requirements. When There Is A disagreement Between The Contractor And The Government Representative As To The Effect On Contractual Requirements, The Departure Must Be Considered A Nonconformance And Be Submitted To The Pco For Disposition. 4.1.2 Dcma Qar And The Contractor For Proprietary Designs - All Records Of Departures From Contractor Imposed Requirements Must Be Maintained And Available For Review At The Contractor's Facility. A Copy Must Be Given To The Local Government Representative. A record Of These Departures, Traceable To The Applicablepart Number And Contract Number Must Be Submitted To The Pco. 4.1.3 Dcma Qar And The Contractor For Proprietary Designs - For Proprietary Designs, The Contractor's Part Numbers Are Acceptable For Reference Only. The Delivered Material Must Conform To All Drawings, Specifications, And Other Contractual Requirements. 4.1.4 Dcma Qar - It Is The Responsibility Of Dcma Qar To Review Non-destructive Testing (ndt) Procedures For Navsup Contracts/purchase Orders. 4.1.5 Dcma Qar And The Contractor - The Ecds (electronic Contractor Data Submission) System Is Available For Certain Data Submissions And To Submit Questions And Clarifications, And Waiver Requests On Contracts And Solicitations. Ecds Can Be Found At: https://register.nslc.navy.mil/ 5. Packaging 5.1 Preservation, Packaging, Packing And Marking - Preservation, Packaging, Packing And Marking Must Be In Accordance With The Contract/purchase Order Schedule And As Specified Below. mil-std 2073 Packaging Applies As Found Elsewhere In The Schedule 6. Notes 6.1 Several Definitions Of Terms That Apply To Csi Items Are Listed Below. All Terms May Not Apply To Every Item. 6.1.1 The Ecds (electronic Contractor Data Submission) System Is At: Https://register.nslc.navy.mil/ This Application Will Require Advance Registration Using A Pki Digital Certificate On A Cac. A Vendor User Guide Is Available As Csd001 In The Csd (contract Support Document) Library Within Ecds. 6.1.2 Critical Safety Item (csi) - Any Ship Part, Assembly, Or Support Equipment Containing A Critical Characteristic Whose Failure, Malfunction, Or Absence Of Which Could Cause A Catastrophic Or Critical Failure Resulting In Loss Of, Or Serious Damage To The ship, Or Unacceptable Risk Of Personal Injury Or Loss Of Life. 6.1.3 Critical Process - As Determined By The Twh, Any Process, Operation Or Action Performed On A Ship Csi That Serves To Establish A Critical Characteristic (such As Welding, Soldering, Machining, Polishing, Cleaning, Or Assembling) Or Confirm That A critical Characteristic Is Within Drawing Or Specification Compliance (such As, Testing, Measurement, Or Non-destructive Evaluation). 6.1.4 First Article - Pre-production Models, Initial Product Samples, Test Samples Produced To Ensure A Manufacturer's Capability To Meet Full Specification Requirements. 6.1.5 First Article Test (fat) - Contractually Required Testing And Inspection Of A Supplier's Pre-production, Production, Or "production Representative" Specimens To Evaluate A Manufacturer's Ability To Produce Conforming Product Prior To The Government's commitment To Receive Subsequent Production Items. First Article Testing Is Product Specific And Does Not Assess Manufacturing Process Controls Nor Does It Assure The Effectiveness Of The Manufacturer's Quality Program. 6.1.6 Government Source Inspection (gsi) - Gsi Is Independent Oversight Performed By A Government Representative Usually A Dcma Quality Assurance Representative (qar)) To Assure That Those Unique Product Quality And System Elements, Identified By The contracting Agency As Important, Are Observed And Evaluated. 6.1.7 Quality Assurance Letter Of Instruction (qali) - A Qali Is A Formal Document Initiated By A Contracting Activity That Provides Essential Requirements And Instructions For Contracted Materials To Be Independently Verified And Accepted By A Government representative Prior To Shipment. 6.1.8 Objective Quality Evidence (oqe) - The Quantitative And Qualitative Data Of All Mechanical, Chemical, And Performance Tests Performed (as Required By The Applicable Specification, Drawing, Or Purchase Document) To Prove That The Material Supplied conforms To The Specified Requirements. 6.1.9 Surface Discontinuity - Any Surface Irregularity, Marking, Or Localized Change In Physical Character Of The Surface, Other Than Dimensional, That Exists Infrequently At One Or Several Places. (examples: Burrs, Dents, Nicks, Scratches, Gouges, Pits, center-punches, Scribes, And Tool Marks) Surface Discontinuities Less Than 0.005-inch In Depth Are Acceptable Provided They Do Not Violate Any Other Design Requirements Specified In This Contract/purchase Order. 6.1.10 Traceability Code - A Code Or Number Providing Traceability To The Actual Chemical And Mechanical Properties Of The Specified Heat, Batch, Or Form From Which The Material Originated. 6.1.11 Verification - An Examination Performed To Determine Compliance With A Specific Requirement. 6.1.12 Nonconformance - A Nonconformance Is Defined As Affecting Or Violating The Following: - The Requirements Of This Contract/purchase Order. - Contractually Invoked Drawings (i.e. Envelope Dimensions, Interface Dimensions With Mating Parts/equipment, Center Of Gravity, Weights, Piece Part Identification, Material, Etc.). - Contractually Invoked Federal, Military, Or Commercial Specifications And/or Standards. - Form, Fit, Function, Performance To Contract Requirements, Reliability, Maintainability, Interchangeability, Safety Of Personnel Or Equipment, Or Additional Cost To The Government. 6.1.13 Waiver - A Written Authorization To Accept An Item, Which During Manufacture, Or After Having Been Submitted For Government Inspection Or Acceptance, Is Found To Depart From Specified Requirements, But Nevertheless Is Considered Suitable For Use As Is or After Repair By An Approved Method. 6.1.14 Deviation - A Specific Written Authorization (granted Prior To The Manufacture Of An Item) To Depart From A Particular Requirement(s) Of An Item's Current Approved Configuration Documentation For A Specific Number Of Units Or A Specified Period Of time, And To Accept An Item Which Is Found To Depart From Specified Requirements, But Nevertheless Is Considered Suitable For Use "as Is" Or After Repair By An Approved Method. 6.1.15 Critical Waiver/deviation - This Waiver/deviation Consists Of A Departure Involving Safety. 6.1.16 Major Waiver/deviation - This Waiver/deviation Consists Of A Departure Involving: - Performance - Interchangeability, Reliability, Survivability, Maintainability, Or Durability Of The Item Or Its Repair Parts - Health Or Safety - Effective Use Or Operation - Weight, Stability, Or Structural Integrity - System Design Parameters As Schematics, Flows, Pressures Or Temperatures - Compartment Arrangements Or Assigned Function 6.1.17 Minor Waiver/deviation - This Waiver/deviation Consists Of A Departure Which Does Not Involve Any Of The Factors Listed As Critical Or Major. 6.1.18 Engineering Change (ec) - A Change To The Current Approved Configuration Documentation Of A Configuration Item At Any Point In The Life Cycle Of The Item. 6.1.19 Engineering Change Proposal (ecp) - A Proposed Engineering Change And The Documentation By Which The Change Is Described, Justified, And Submitted To The Government For Approval Or Disapproval. 6.1.20 Class I Ecp - A Class I Ecp Is Approved By The Government's Configuration Control Board And Authorized With A Contract Modification. 6.1.21 Class Ii Ecp - A Class Ii Change Is Typically Reviewed For Concurrence In Classification By The Local Government Representative, Unless Otherwise Specified Elsewhere In The Contract/purchase Order. 6.2 In Accordance With Opnavinst 5510.1 All Documents And Drawings Provided By The U.s. Navy To Perspective Contractors Must Include A "distribution Statement" To Inform The Contractor Of The Limits Of Distribution, And The Safeguarding Of The Information contained On Those Documents And Drawings. 6.2.1 There Are 7 (seven) Separate Distribution Statement Codes Used For Non-classified Documents And Drawings. The Definition For Each Is As Follows: a... Approved For Public Release; Distribution Is Unlimited. b... Distribution Authorized To Us Governments Agencies Only. c... Distribution Authorized To Us Government Agencies And Their Contractors. d... Distribution Authorized To Dod And Dod Contractors Only. e... Distribution Authorized To Dod Components Only. f... Further Distribution Only As Directed By Commander, Naval Sea Systems Command, Code 09t. x... Distribution Is Authorized To Us Government Agencies And Private Individuals Or Enterprises Eligible To Obtain Export Controlled Technical Data In Accordance With Opnavinst 5510.161. 6.3 Ordering Information For Document References - The Department Of Defense Single Stock Point (dodssp), Website Http://www.dsp.dla.mil/, Provides Product Information For The Department Of Defense Index Of Specifications And Standards (dodiss) (i.e.military/federal Specifications And Standards), Data Item Descriptions (dids), And Other Dodssp Products. Most Specifications Can Obtained Directly From Http://quicksearch.dla.mil/ a. Availability Of Cancelled Documents - The Dodssp Offers Cancelled Documentsthat Are Required By Private Industry In Fulfillment Of Contractual Obligationsin Paper Format. Documents Can Be Requested By Phoning The Subscription Services Desk. b. Commercial Specifications, Standards, And Descriptions - These Specifications, Standards And Descriptions Are Not Available From Government Sources. Theymay Be Obtained From The Publishers Of The Applicable Societies. c. Ordnance Standards (os), Weapons Specifications (ws), And Navord Ostd 600 Pages - These Type Publications May Be Obtained By Submitting A Request To: commander, Indian Head Division, Naval Surface Warfare Center code 8410p, 101 Strauss Avenue indian Head, Md 20640-5035 d. On Post-award Actions, Requests For "official Use Only" And "noforn" (not Releasable To Foreign Nationals) Documents Must Identify The Government Contractnumber, And Must Be Submitted Via The Cognizant Defense Contract Management Command (dcmc) For certification Of Need For The Document. On Pre-award Actions Such Requests Must Be Submitted To The Pco For Certification Of Need For The Document. e. Noforn Military Specifications And Standards (including Amendments, Change Notices And Supplements, But Not Interim Changes) To Be Ordered From: contracting Officer navsup-wss code 87321 5450 Carlisle Pike p.o. Box 2020 mechanicsburg, Pa. 17055-0788 f. Nuclear Reactor Publications Assigned Navsea Documents And Identification Numbers (i.e. Navsea Welding Standard, Navsea 250-1500-1) Are To Be Ordered Enue: commanding Officer navsup-wss code 009 5450 Carlisle Pike p.o. Box 2020 mechanicsburg, Pa. 17055-0788 g. Technical Manuals Assigned Navsea Identification Numbers (i.e. Navsea Welding And Brazing Procedure, Navsea S9074-aq-gib-010/248) Are To Be Ordered From: commanding Officer navsup-wss code 1 Support Branch 700 Robbins Avenue philadelphia, Pa. 19111-5094 h. Interim Changes And Classified Specifications Must Be Obtained By Submitting A Request On Dd Form 1425 To Navsup-wss. 6.4 Recent Updates - A Short Description Of Recent Updates To The Technical Requirements Of This Item Are Listed Below, Along With An Implementation Date For Each Issue. The Notes Below Are Only A Generic Quick Reference And Are Provided For Convenience only, Detailed Requirements Will Be Defined Elsewhere In The Technical Sections Of This Contract/purchase Order. ;- 10/20/2016 - Updated Ecds Url - Jun 28 2012 - Updated Ut Of Qq-n-286 Bar 4" And Over - Dec 17 2011 - Expanded Thread Cutting Requirements - Dec 20 2022 - Removed Requirement For Vender To Submit Waivers/deviations In Ecds - Jan 05 2012 - Added Wawf To Forward Approved Waivers/deviations With Final Oqe - Dec 17 2011 - Moved Quality Assurance Text Location For Readability - Apr 15 2009 - Clarified The Sample Size For Large And Small Lot Sizes - Jan 19 2011 - Added Notification Of Dcma Upon Contract Award - May 02 2009 - Added Lubricants And Sealants To The C Of C - Aug 27 2014 - Took Out Contractor's Phone Number Requirement - Dec 01 2011 - Moved "notes To Dcma Qar" To Qa Section - Jan 5 2017 - Ecds/csd Info Was Added To Definitions In The Notes Section; date Of First Submission=asreq paragraph 10.4 Of Di-qcic-81110 Does Not Apply. date Of First Submission=asreq block 12 - Certification Data Must Be Submitted To Portsmouth Naval Shipyard For Review And Acceptance Prior To Each Shipment Of Material. Certification Documentation Must Be Submitted Via Wawf (wide Area Work Flow). enter In Wawf As Follows: "ship To" N50286 "inspect By" N39040 "accept By" N39040 and Email Notification Field: Port_ptnh_wawf_notification@navy.mil no Material Is To Be Shipped Prior To The Receipt Of Acceptance. date Of First Submission=asreq block 4 - Paragraphs 10.2.1, 10.2.2, 10.2.3, 10.3, And 10.4 Of Di-misc-80678 Do Not Apply. block 12 - Certification Data Must Be Submitted To Portsmouth Naval Shipyard For Review And Acceptance Prior To Each Shipment Of Material. Certification Documentation Must Be Submitted Via Wawf (wide Area Work Flow). enter In Wawf As Follows: "ship To" N50286 "inspect By" N39040 "accept By" N39040 and Email Notification Field: Port_ptnh_wawf_notification@navy.mil no Material Is To Be Shipped Prior To The Receipt Of Acceptance. date Of First Submission=asreq block 4 - Paragraphs 10.2.2, 10.2.3, 10.2.4, And 10.3 Of Di-misc-80678 Do Not Apply. block 12 - Certification Data Must Be Submitted To Portsmouth Naval Shipyard For Review And Acceptance Prior To Each Shipment Of Material. Certification Documentation Must Be Submitted Via Wawf (wide Area Work Flow). enter In Wawf As Follows: "ship To" N50286 "inspect By" N39040 "accept By" N39040 and Email Notification Field: Port_ptnh_wawf_notification@navy.mil no Material Is To Be Shipped Prior To The Receipt Of Acceptance.

DEPT OF THE NAVY USA Tender

Others
location
United States
Closing Date24 Mar 2025
Tender AmountRefer Documents 
Description: Contact Information|4|n743.49|wva|7176052147|benajmin.t.spangler.civ@us.navy.mil| item Unique Identification And Valuation (jan 2023)|19|||||||||||||||||||| higher-level Contract Quality Requirement (navicp Review Feb 1991)(feb 1999)|1|see Specification Sections C And E.| inspection Of Supplies--fixed-price (aug 1996)|2||| inspection And Acceptance - Short Version|8||||||||| general Information-fob-destination|1|b| wide Area Workflow Payment Instructions (jan 2023)|16|stand-alone Receiving Report - Certifications Combo - Receiving Report & Invoice - Material |n/a|tbd|n00104|tbd|n39040 - Certifications, S4306a - Material |n50286|tbd|133.2|n/a|n/a|n39040 - Certifications |n/a |n/a|see Dd Form 1423 |port_ptnh_wawf_notification@navy.mil Benjamin.t.spangler.civ@us.navy.mil| navy Use Of Abilityone Support Contractor - Release Of Offeror Information (3-18))|1|| equal Opportunity (sep 2016)|2||| warranty Of Supplies Of A Noncomplex Nature (june 2003)|6|one Year From Date Of Delivery.|one Year From Date Of Delivery.||||| warranty Of Data--basic (mar 2014)|2||| buy American-free Trade Agreements-balance Of Payments Program-basic (feb 2024)|11|||||||||||| notice Of Total Small Business Set-aside (oct 2020)(deviation 2020-o0008)|1|| alternate A, Annual Representations And Certifications (oct 2024)|13|||||||||||||| buy American-free Trade Agreements-balance Of Payments Program Certificate-basic (feb 2024))|5|||||| buy American-balance Of Payments Program Certificate-basic (feb 2024)|1|| annual Representations And Certifications (jan 2025)|13|332919|750|||||||||||| notice Of Priority Rating For National Defense, Emergency Perpardeness, And Enrgy Progam Use (april 2008))|2|x|| 1.dd1423 Data Item A001 (inspection And Test Plan) May Be Waived If Already On File At Navsup Wss Mechanicsburg. 2. Portsmouth Nsy's Dodaac Has Changed From N00102 To N50286. Any Reference Ton00102 Within This Order Should Be Updated To N50286. 3. The Following Proposed Delivery Schedule Applies: submission Of Certification Data Cdrls Will Be On Or Before 20 Days Prior To Scheduled Delivery. Pnsy Review/acceptance Of Certification Cdrls 6 Working Days After Receipt Of Certification Dd 1423 Cdrls. Final Delivery Of Material Will Be On Or Before 315 Days After Effective Date Of The Resulting Contract. 4. Any Contract Awarded As A Result Of This Solicitation Will Be "dx" Rated Order; "dx" Rated Order Certified For National Defense Use Under The Defense Priorities And Allocations System (dpas). 5. Navsup Wss Mechanicsburg Will Be Considering Past Performance In The Evaluation Of Offers In Accordance With Far 13.106(a)(2) And Dfars 252.213-7000. 6. If Drawings Are Included In The Solicitation, Access Needs To Be Requested On The Individual Solicitation Page On Contracts Opportunities On The Government's Beta.sam Website. After Requesting Access, Send An Email To The Primary Poc Listed On The Solicitation. 7. This Order Is Issued Pursuant To Emergency Acquisition Flexibilities (eaf). \ 1. Scope 1.1 The Material Covered In This Contract/purchase Order Will Be Used In A Crucial Shipboard System. The Use Of Incorrect Or Defective Material Would Create A High Probability Of Failure Resulting In Serious Personnel Injury, Loss Of Life, Loss Of Vital shipboard Systems, Or Loss Of The Ship Itself. Therefore, The Material Has Been Designated As Special Emphasis Material (level I, Scope Of Certification, Or Quality Assured) And Special Control Procedures Are Invoked To Ensure Receipt Of Correct Material. 2. Applicable Documents 2.1 Order Of Precedence - In The Event Of A Conflict Between The Text Of This Contract/purchase Order And The References And/or Drawings Cited Herein, The Text Of This Contract/purchase Order Must Take Precedence. Nothing In This Contract/purchase Order, however, Must Supersede Applicable Laws And Regulations Unless A Specific Exemption Has Been Obtained. 2.2 Applicable Documents - The Document(s) Listed Below Form A Part Of This Contract/purchase Order Including Modifications Or Exclusions. 2.2.1 Documents, Drawings, And Publications Supplied Are Listed Under "drawing Number". These Items Should Be Retained Until An Award Is Made. 2.2.2 "document References" Listed Below Must Be Obtained By The Contractor. Ordering Information Is Included As An Attachment To This Contract/purchase Order. 2.2.3 Specification Revisions - The Specification Revisions Listed Under "documents References" Below Are The Preferred Revision. Older And/or Newer R Evisions Are Acceptable When Listed Within Contract Support Library Reference Number Csd155 In Ecds (electric contractor Data Submission) At: Ht Tps://register.nslc.navy.mil/. This Is To Allow Contractors To Use Certain Acceptable Older Specification Revisions To Purge Their Existing Stock Of Material Certified To Those Older Revisions Or To Use Newer Specification revisions When Material Is Certified To Newly Released Revisions,without Requiring The Submittal Of Waiver/deviation Requests For Each Specification Revision On Every Contract. Revisions Of Specifications Reflecting Editorial And/or Re-approval (e.g. E2009, r2014, Etc.) Are Considered Inconsequential, But Are Acceptable When Their Revisions Are Listedwithin Csd155 Or Elsewhere Within This Contract. drawing Data=4675683 |80064| G| |d|0001 | G|49998|0203683 document Ref Data=fed-std-h28 | | |b |190424|a| | | document Ref Data=fed-std-h28 |0020| |b |941221|a| |01| document Ref Data=ansi/asq Z1.4 | | | |080101|a| | | document Ref Data=qq-n-286 | | |g |001207|a| | | document Ref Data=mil-std-792 | | |f |060519|a| | | document Ref Data=mil-std-2132 | | |d |080310|f| |01| document Ref Data=iso_9001 | | | |081115|a| | | document Ref Data=iso10012 | | | |030415|a| | | document Ref Data=iso/iec 17025 | | | |050515|a| | | document Ref Data=mil-i-45208 | | |a |810724|a| 1| | document Ref Data=mil-std-45662 | | |a |880801|a| | | document Ref Data=ansi/ncsl Z540.3 | | | |130326|a| | | document Ref Data=t9074-as-gib-010/271 | | |1 |140911|a| | | 3. Requirements 3.1 ;stem For A Combination Induction Valve Must Be In Accordance With Naval Ship Systems Command Drawing 501-4675683, Item 5, Except As Amplified Or Modified Herein.; 3.2 ;no Weld Repair Allowed On Qq-n-286 Material.; 3.3 Material For Parts Requiring Certification - Quantitative Chemical And Mechanical Analysis Is Required For The Parts Listed Below Unless Specifically Stated Otherwise: part - ;stem, Item 5; material - ;qq-n-286, Form 2, Annealed And Age Hardened; 3.4 Testing Certification - Certifications Are Required For The Following Tests On The Items Listed Below. Additional Testing On Other Piece Parts (if Any) Per Applicable Drawings And Specifications Is Still Required, But Certifications Are Only Required As listed Below. attribute - Annealing And Age Hardening item - ;stem, Item 5; performance - Qq-n-286 test - Ultrasonic Inspection On Starting Material item - ;all Items Requiring Certification Made From Qq-n-286 With A Diameter Or Minimum Distance Between Parallel Surfaces Of 4 Inches Or Greater Of The Starting Material, Or When Required By A Drawing Or Specification Invoked Elsewhere In This Contract; performance - T9074-as-gib-010/271 Or Mil-std-2132, And Qq-n-286 acceptance - Qq-n-286 3.5 Slow Strain Rate Tensile Test Laboratories - The Slow Strain Rate Tensile Test Of Qq-n-286 Must Be Performed By One Of The Following Laboratories: huntington Alloys, A Special Metals Company attn: Bill Bolenr 3200 Riverside Drive huntington, Wv 257059 phone: (304) 526-5889 fax: (304) 526-5973 metallurgical Consultants, Inc. attn: W. M. Buehler 4820 Caroline po Box 88046 houston, Tx 77288-0046 phone: (713) 526-6351 fax: (713) 526-2964 naval Surface Warfare Center, Carderock Division attn: Eric Focht Code 614 9500 Macarthur Blvd west Bethesda, Md 20817-5700 phone: (301) 227-5032 fax: (301) 227-5576 teledyne Allvac attn: Dr. W. D. Cao 2020 Ashcraft Ave. monroe, Nc 28110 phone: (704) 289-4511 fax: (704) 289-4269 westmoreland Mechanical Testing And Research Inc. attn: Andrew Wisniewski p.o. Box 388 youngstown, Pa 15696-0388 mannesmann Rohrenwerke mannesmann Forschungsinstitut (mfi) attn: Dr. Weiss postfach 251160 47251 Duisburg germany phone: 011-49-0203-9993194 fax: 011-49-0203-9994415 thyssenkrupp Vdm Usa, Inc. attn: D. C. Agarwal 11210 Steeplecrest Drive, Suite 120 houston, Tx 77065-4939 phone: (281) 955-6683 3.6 Thread Inspection Requirements - All Threads On Threaded Parts Must Be Inspected Using Appropriate Inspection Methods, Inspection Systems, And Inspection Gages/instruments In Accordance With Fed-std-h28 Series. Substitution Of Thecommercial Equivalent inspection In Accordance With Asme B1 Series Is Acceptable. 3.6.1 System 21 Of Fed-std-h28/20 Must Be Used As A Minimum Inspection Requirement For Threads When The Design Drawing Or Design Specification Does Not Specify An Inspection Requirement. 3.6.2 For Navy And Shipyard Drawings, System 21 Of Fed-std-h28/20 May Be Substituted For System 22 Without Further Navy Approval When The Design Drawing Invokes System 22 And Does Not Cite Governing Specifications That Specifically Require System 22. System 22 of Fed-std-h28/20 Must Be Used When The Drawing References Other Governing Specifications That Specifically Require System 22, Such As Certain Thread Types Of Mil-dtl-1222. 3.6.3 A Written Request For Concurrence Must Be Submitted When Utilizing Alternative Measuring Equipment Or Measuring Systems Not Applicable To The Specified Inspection System. 3.7 Certificate Of Compliance - (special Emphasis Material) The Contractor Must Prepare And Submit A Certificate Of Compliance Certifying That The Items/components Furnished Under This Contract Comply With The Requirements Of The Procurement Document, including Any/all Invoked Specifications And Drawings. 3.8 Configuration Control - The Contractor Must Maintain The Total Equipment Baseline Configuration. For Items Of Proprietary Design, Contractor Drawings Showing The Latest Assembly Configuration Must Be Provided To The Government In Electronic (c4) Format. definitions Are Provided Elsewhere In The Contract/purchase Order. 3.8.1 Waivers/deviations - All Waivers And Deviations, Regardless Of Significance Or Classification Require Review And Approval By The Contracting Officer. Waivers And Deviations Must Be Designated As Critical, Major, Or Minor. The Contractor Must Provide A copy Of This Request To The Qar. Requests Must Include The Information Listed Below. A. A Complete Description Of The Contract Requirement Affected And The Nature Of The Waiver/deviation (non-conformance), Including A Classification Of Critical, Major, Or Minor. B. Number Of Units (and Serial/lot Numbers) To Be Delivered In This Configuration. C. Any Impacts To Logistics Support Elements (such As Software, Manuals, Spares, Tools, And Similar) Being Utilized By Government Personnel Or Impacts To The Operational Use Of The Product. D. Information About Remedial Action Being Taken To Prevent Reoccurrence Of The Non-conformance. 3.8.2 All Requests For Waivers/deviations On Navsup-wss Contracts Must Be Submitted To The Navsup Wss Contracting Specialist Via Email. 3.8.3 Ecps - The Government Will Maintain Configuration Control And Change Authority For All Modifications Or Changes Affecting Form, Fit, Function, Or Interface Parameters Of The Equipment And Its Sub-assemblies. The Contractor Must Submit An Engineering change Proposal (ecp) For Any Class I Or Ii Changes That Impact The Equipment Covered By This Contract. Ecps Must Be Prepared In Contractor Format, And Must Include The Following Information: A. The Change Priority, Change Classification (class I Or Class Ii), And Change Justification. B. A Complete Description Of The Change To Be Made And The Need For That Change. C. A Complete Listing Of Other Configuration Items Impacted By The Proposed Change And A Description Of The Impact On Those Cis. D. Proposed Changes To Documents Controlled By The Government. E. Proposed Serial/lot Number Effectivities Of Units To Be Produced In, Or Retrofitted To, The Proposed Configuration. F. Recommendations About The Way A Retrofit Should Be Accomplished. G. Impacts To Any Logistics Support Elements (such As Software, Manuals, Spares, Tools, And Similar) Being Utilized By Government Personnel In Support Of The Product. H. Impacts To The Operational Use Of The Product. I. Complete Estimated Life-cycle Cost Impact Of The Proposed Change. J. Milestones Relating To The Processing And Implementation Of The Engineering Change. 3.9 Mercury Free - Mercury And Mercury Containing Compounds Must Not Be Intentionally Added Or Come In Direct Contact With Hardware Or Supplies Furnished Under This Contract. Mercury Contamination Of The Material Will Be Cause For Rejection. 3.10 Navsea 0948-lp-045-7010 - Any Applicable Requirements Of Navships 4410.17,navsea 0948-lp-045-7010, Or 0948-045-7010 Which The Contractor Must Meet Are Included In This Contract/purchase Order. The Above Documents Are For Governmentuse Only. Further application Of The Above Documents Is Prohibited.prohibited. 3.10.1 Marking Of Material With A Material Designator Per The Drawing Is Also Prohibited, With The Exception Of Fasteners. Fasteners Must Be Marked With A Material Symbol/designator As Specified Elsewhere In This Contract. ^ Quality Assurance Requirements ^ 3.11 See Cdrl Di-misc-80678 (test Certification) - A Statement Of Tests Performed, Listing The Pieces Tested Must Be Furnished Along With A Copy Of The Test Results. Certification Must Include The Contractor's Name, Address And Date, Quantity Inspected, identified To The Contract/purchase Order And Item Number, And The Contractor's Or Authorized Personnel's Signature. Test Certifications Must Reference The Standard/specification, Including The Revision, To Which The Testing Was Performed And The Acceptance criteria Used. Test Procedure Numbers May Also Be Referenced On Test Reports. Test Reports On Weldments Must Be Identified To Weld Joint And Layer. 3.12 Quality System Requirements - The Contractor Furnishing Items Under This Contract/purchase Order Must Provide And Maintain A Quality System In Accordance With Iso-9001 As Amplified Or Modified Herein, With The Calibration System Requirements Of Iso-10012 or Ansi-z540.3 With Iso-17025. A Quality System In Accordance With Mil-i-45208, With The Calibration System Requirements Of Mil-std-4 3.12.1 The Contractor's Quality System And Products Supplied Under The System Are Subject To Evaluation, Verification Inspection, And Acceptance/nonacceptance By The Government Representative To Determine The System's Effectiveness In Meeting The Quality requirements Established In The Contract/purchase Order. 3.12.2 The Contractor's Quality System Must Be Documented And Must Be Available For Review By The Contracting Officer Or His Representative Prior To Initiation Of Production And Throughout The Life Of The Contract. The Prime Contractor Must, Upon notification, Make His Facilities Available For Audit By The Contracting Officer Or His Authorized Representative. 3.12.3 See Cdrl Di-qcic-81110 (inspection System Procedures) - All Suppliers Of Level I/subsafe (li/ss) Material Are Required To Submit A Copy Of Their Current Documented Quality System Procedures To The Procurement Contracting Officer (pco) Prior To Award Of any Contract/purchase Order. Suppliers That Have A Copy Of Their Current Quality System Procedures On File At The Procuring Activity May Request The Pco Waive This Requirement. 3.12.4 This Contract Provides For The Performance Of Government Quality Assurance At Source. The Place Or Places Of Performance May Not Be Changed Without The Authorization Of The Procurement Contracting Officer. Upon Receipt Of This Order, Promptly Notify the Government Representative Who Normally Services Your Plant So That Appropriate Planning For Government Inspection Can Be Accomplished. If You Do Not Have An Assigned Government Representative, Notify The Nearest Defense Contract Management Agency (dcma) office. In The Event That A Local Government Representative Or Dcma Office Cannot Be Located, Our Purchasing Agent Should Be Notified Immediately. 3.12.5 Any Changes Made By The Contractor To A Qualified Quality System Will Require Re-submittal To The Pco And Concurrence By The Government Quality Assurance Representative Prior To Adoption. 3.13 Contractor Inspection Requirements - The Contractor Must Maintain Adequate Records Of All Inspections And Tests. The Records Must Indicate The Nature And Number Of Observations Made, The Number And Type Of Deficiencies Found, The Quantities Approved And rejected And The Nature Of Corrective Action Taken As Appropriate. Inspection Records Must Be Traceable To The Material Inspected. 3.13.1 The Supplier's Gages, Measuring And Test Equipment Must Be Made Available For Use By The Government Representative When Required To Determine Conformance With Contract Requirements. When Conditions Warrant, The Supplier's Personnel Must Be Made available For Operations Of Such Devices And For Verification Of Their Accuracy And Condition. 3.13.2 All Documents And Reference Data Applicable To This Contract Must Be Available For Review By The Government Representative. Copies Of Documents Required For Government Inspection Purposes Must Be Furnished In Accordance With The Instructions Provided by The Government Representative. 3.14 Subcontractor Inspection Requirements - The Government Has The Right To Inspect At Source, Any Supplies Or Services That Were Not Manufactured Or Performed Within The Contractor's Facility. Such Inspection Can Only Be Requested By Or Under Authorization of The Government Representative. Any Purchasing Documents To A Subcontractor Must Cite The Applicable Portions Of The Contractually Invoked Quality System (e.g. Calibration Requirements), Plus Any Product Requirements That Apply To The Supplies Being purchased. When The Government Elects To Perform Source Inspection At The Subcontractor's Facility, Applicable Purchase Documents Must Be Annotated With The Following Statement: "a Government Inspection Is Required Prior To Shipment From Your Plant. Upon receipt Of This Order, Promptly Notify The Government Representative Who Normally Services Your Plant So That Appropriate Planning For Government Inspection Can Be Accomplished. If You Do Not Have An Assigned Government Representative, Notify The Nearest defense Contract Management Agency (dcma) Office. In The Event That A Local Government Representative Or Dcma Office Cannot Be Located, Our Purchasing Agent Should Be Notified Immediately." 3.14.1 The Prime Contractor's Program Must Include Procedures To Assess The Capability Of The Prospective Suppliers To Produce The Products Or Supply The Services In Accordance With The Contract, Prior To The Issuance Of Any Purchase Document. 3.14.2 Each Sub-tier Supplier Of Material Or Services For Items In Section 3 Of This Contract Must Be Subjected To A Periodic Review Or Audit By The Prime To Determine The Continued Capability Of The Supplier To Control The Quality Of The Products Or Services specified In The Purchase Order Or Contract. 3.14.3 The Prime Contractor Must Ensure That The Purchased Product Conformsto Specified Purchase Requirements And This Contract. The Type And Extent Of Control Applied To The Supplier And The Purchased Product Must Be Dependent Upon The Effect Of The purchased Product On The End Item Represented By This Contract. 3.14.4 The Prime Contractor Must Evaluate The Requirements Of The Contractand Select Suppliers Based On Their Ability To Supply The Product In Accordance With The Prime Contractor's Requirements And The Contract. Criteria For Selection And Evaluation Must Be established. Records Of This Effort Must Be Available For Review By The Government. 3.14.5 The Prime Contractor's Supplier Quality Assurance Program Must Provide For A Review Of Purchase Documents To Assure Applicable Quality Requirements Are Included Or Referenced In The Documentation For Compliance By The Supplier. 3.15 Government Furnished Material And/or Equipment (gfm/gfe) - When Material Or Equipment Is Furnished By The Government, The Contractor Must Develop Documented Control Procedures That Require At Least The Following: 3.15.1 Visual Examination Upon Receipt To Detect Damage During Transit. 3.15.2 Inspection For Completeness And Proper Type. 3.15.3 Verification Of Material Quality Received. 3.15.4 Periodic Inspection And Precautions To Assure Adequate Storage Conditions And To Guard Against Damage From Handling And Deterioration During Storage. 3.15.5 Functional Testing, Either Prior To Or After Installation, Or Both, As Required By The Contract To Determine Satisfactory Operation. 3.15.6 Identification And Protection From Improper Use Or Disposition. 3.15.7 Reporting To The Government, Any Gfm Or Gfe Property Found Damaged, Malfunctioning, Or Otherwise Unsuitable For Use. In The Event Of Damage Or Malfunction During Or After Installation, The Supplier Must Determine And Record Probable Cause And necessity For Withholding The Material From Use. 3.15.8 For Gfe Material, And As Required By The Terms Of The Bailment Agreement, The Supplier Must Establish Procedures For Adequate Storage, Maintenance, And Inspection Of Bailed Government Material. Records Of All Inspection And Maintenance Performed On bailed Property Must Be Maintained. 3.15.9 Material Returned To The Contractor Must Be Handled As Gfm. 3.16 Traceability And Certification Requirements - To Assure That Correct Materials Are Installed In Level I/subsafe Systems, It Is Imperative That Traceability Be Maintained From The Material To The Material Certification Test Report And Other Required objective Quality Evidence (oqe). The Material Certification Report Must Completely And Accurately Reflect That The Material Supplied Meets The Specified Requirements. Materials Requiring Traceability And Certification Data Are Identified Within Paragraph 3, section C Of This Contract/purchase Order. 3.16.1 The Following Provides The Minimum Requirements For Maintaining Material Traceability And Supplements The Requirements Specified In Di-misc-81020 And Elsewhere In The Contract/purchase Order. The Contractor Must Develop Written Procedures That implement The Material Control Requirements Stated Herein And Elsewhere In This Contract/purchase Order. 3.17 Material Traceability - The Certification Data Report Must Be Identified Through A Unique Traceability Number, Heat-lot Number, Or Heat-treat Number, As Applicable, Which Must Also Be Marked On The Material. This Traceability Marking On The Material Must provide Direct Traceability To The Material's Chemical Composition And Mechanical Properties Certification Data. For Material Produced By Batch, Continuous Cast, Or Continuous Pour Processes, Samples Must Be Taken No Less Than Once In Every Eight Hours Of operation For The Purpose Of Validating Proper Chemical Composition And Mechanical Properties. Traceability Must Be Maintained Through All Process Operations Including Any Subcontracted Operations, To The Finished Component. 3.17.1 Material Marking For Traceability And Identification - The Following Are The Minimum Marking Requirements. Additional/alternate Marking Requirements, If Applicable, Will Be Specified Elsewhere In The Contract/purchase Order. In Addition To The marking Requirements On Applicable Drawings And/or Specifications, Marking For Traceability Is Required. All Traceability Markings Must Be Permanently Applied In Accordance With Mil-std-792 (except As Specified Below). An Alternate Marking Method Is permissible Provided It Is An Available Option In The Contractually Invoked Specification Or Drawing, Except In Instances Where The Material Has Been Modified By This Contract/purchase Order And Differs From That Specified In The Specification Or Drawing. 3.17.2 Traceability Markings For Items With Precision Machined Or Plated Surfaces, Or Material With Suitable Marking Surface Areas Less Than 3/8 Inches Square (either 3/8" X 3/8" Or An Area Equal To 0.1406 Inches Square) Must Be Applied To A Durable Tag And the Tag Securely Affixed To The Material. 3.17.3 Marking Must Be Legible And Must Be Located So As To Not Affect The Form, Fit, And Function Of The Material. ; ; 3.18 See Cdrl Di-misc-81020 (chemical And Mechanical) - Material Certification - In Addition To The Certification Data Requirements Specified In Di-misc-81020, The Following Material Certification Requirements Apply: 3.18.1 Quantitative Chemical And Mechanical Analysis Of Material Traceable To Traceability Markings Is Required. Material Certification Test Reports Must Include The Class, Form, Condition, Grade, Type, Finish, And/or Composition, As Applicable, Of The material Supplied. 3.18.2 Re-identification And Re-certification Of Material Is Required When The Material Is Subjected To A Process Which Alters It's Properties. If The Starting Material Or Raw Stock Is Processed In A Manner That Will Not Affect Its Chemical Composition Or mechanical Properties, The Original Certifications For The Chemical Composition And Mechanical Properties, As Required By The Material Specification, Are Acceptable. Re-certification Of The Chemical Or Mechanical Properties Is Required If A Process Is Used during Fabrication That Alters The Original Properties Of The Material (e.g. Alloying, Heat Treating, Or Forming). In These Instances, The Properties Of The Material Must Be Re-determined And Documented To Reflect The Altered Condition. The Altered Material must Be Uniquely Re-identified. The Properties Thus Determined And Documented, Are Required For Final Certification And Must Conform To The Material Specification Or The Contract/purchase Order Requirements. When Only The Mechanical Properties Are Altered, The original Certification Forchemical Composition Must Be Overstamped And Annotated With The Unique Traceability Marking Used With The Altered Material And At A Minimum Contain The Information Below. traceability Marking ________________________________________________ (marking On Finished Item) is Fabricated From Raw Material Identified To heat/lot Number ______________ And Heat Treat Number ____________________ (when Applicable) _________________________________________ Date _____________________ (name And Signature Of Auth. Co. Rep.) 3.18.3 Material Certification Data Forwarded By The Manufacturer Must Contain A Signed Certification That The Report Results Represent The Actual Attributes Of The Material Furnished And Indicate Full Compliance With All Applicable Specification And contract Requirements. Transcription Of Certification Data Is Prohibited. 3.18.4 Statements On Material Certification Documents Must Be Positive And Unqualified. Disclaimers Such As "to The Best Of Our Knowledge" Or "we Believe The Information Contained Herein Is True" Are Not Acceptable. 3.18.5 If Material Is Received Without The Required Certification Papers Or With Incorrect/missing Data On The Certification Papers, The Material Will Be Rejected. 3.19 Material Handling - The Written Material Control Process Must Include The Following: 3.19.1 All Raw Materials Must Have Traceability Markings (except As Specified Below). 3.19.2 Stored Raw Materials Requiring Traceability Must Be Segregated To Preclude Intermingling With Materials Not Requiring Traceability. 3.19.3 When Traceability Markings Will Be Removed By A Manufacturing Or Fabrication Process, The Marking Must Be Recorded Prior To Removal And Be Immediately Restored Upon Completion Of The Process. If This Cannot Be Done Or Is Impractical, An Appropriate material Control Procedure (such As A Bag And Tag, Tagging, And/or Tote Box Control) Must Be Employed. The Material Control Procedure Must Provide A Method Of Positive Control To Preclude Commingling Of Heats/lots Or Loss Of Traceability. The Traceability marking Must Be Reapplied Upon Completion Of The Final Manufacturing Process. 3.19.4 Brazing Or Weld Filler Metals For Strength Welds Forming Or Integral With Pressure Containing Components Or Assemblies Requiring Traceability Must Be Verified To Be The Correct Material, And Type Or Grade, As Applicable, Prior To Consumption. At A minimum, Material Verification Must Consist Of Inspection Of Material Test Reports For Conformance To Specified Requirements. Control Of Welding And Brazing Filler Metals Must Be Maintained To The Point Of Consumption To Assure Use Of The Correct Type And grade. Markings And Traceability Requirements Do Not Apply To Brazing And Weld Filler Metals After Consumption. It Is The Responsibility Of The Prime Contractor To Ensure Conformance With The Above Requirements On Welds Performed By Their Subcontractors. 3.19.5 Purchase Orders For Raw Material Must Specify That The Material Be Traceable To Material Certification Test Reports By Traceability Markings On The Material And Identified On The Test Reports. The Certification Data Requirements Contained In di-misc-81020 Must Be Invoked By The Prime Contractor On All Subcontractors Supplying Level I Material. 3.19.6 The Material Control Process Must Include Requirements For The Maintenance Of Traceability For Items Sent Out For Subcontracted Operations. If Such Operations Would Remove Traceability Markings, Purchase Or Work Orders Must Specify A Method And Marking location For Remarking. The Contractor Must Also Ensure That Subcontractor Production Controls Are Adequate To Preclude Commingling Of Materials During Processing. 3.20 Receiving Inspection - 3.20.1 Products And Services Produced By Sub-tier Suppliers For Incorporation In The Contract End Item Must Be Subject To Inspection Or Audit At The Time Of Receipt By The Prime Prior To Further Processing Within The Prime Contractor's Plant Or Shipment To another Location. 3.20.2 Receiving Inspection Must Include As A Minimum - verification That The Traceability Marking On The Material Agrees With That On The Certification Test Reports. verification That Certification Test Reports Are Legible And Complete. verification That The Contents Of The Certification Test Reports Are In Compliance With The Contractually Invoked Specifications And Requirements. 3.21 Discrepancy Reporting - 3.21.1 Nonconforming Products From Sub-tier Suppliers Must Be Identified And Processed In Accordance With The Prime Contractor's Procedures For Controlling Nonconforming Products. The Prime Contractor Must Report The Receipt Of Any Nonconforming Products To the Responsible Sub-tier Supplier In Accordance With Established Procedures. Nonconforming Material Records Must Be Maintained And Available For Review By The Government Quality Assurance Representative (qar). 3.22 Final Inspection - The Following Inspections Must Be Performed Prior To Government Inspection And Acceptance. 3.22.1 Material Sampling - Material Must Be Inspected For Form, Fit, And Function. Lot Acceptance Must Be Based On Zero Defects And Lot Rejection Based On One Defect. The Sample Size Must Be In Accordance With The Sampling Plan(s) In The Applicable Military specification Or Standard, Federal Specification Or Standard, Or Drawing To Which The Material Was Manufactured. In The Absence Of Such Sampling Plans, Sampling Inspection Must Be Per Ansi/asq-z1.4, General Inspection Level Ii (for Sample Size Selection Code), table Iia (for Sample Size). small Lot Sizes - For Lot Sizes Of Fifty Or Less, The Minimum Sample Size Must Be Eight Units. For Lot Sizes Of Eight Or Less, The Sample Size Must Be One Hundred Percent Of The Lot. 3.22.2 The Manufacturer May Elect To Use Statistical Process Control (spc) To Assure Product Quality In Lieu Of The Above Attribute Sampling Plan, Provided That The Spc Methodology/system Used Provides Acceptable Products To The Government. However, The government/navy Receipt Inspection Activity May Perform Their Acceptance Inspection Of The Material Using The Attribute Sampling Plan Outlined Above. 3.22.3 All Data Concerning Material Verification (chemical, Mechanical Or Physical Properties), Traceability (material Certifications To Material Marking), And Nondestructive Test (ndt) Certifications For Material Must Be 100% Inspected. The Certification test Reports Must Also Be 100% Inspected For Completeness And Legibility. 3.22.4 All Material Requiring Traceability Must Be 100% Inspected For Traceability Marking And That The Marking Is Legible. 3.23 See Cdrl Di-misc-80678 (special Emphasis C Of C) - The Certificate Of Compliance Must Show Traceability To The Marking Applied On Each Individual Item, And Must Contain The Following Information: 1. Contractor's Name, Address And Date. 2. The Contract/purchase Order Number (for Example: N00104-11-p-fa12) 3. The National Stock Number (nsn). The 18 Character National Stock Number For Special Emphasis Material Includes The Two Digit Cog, The Four Digit Fsc, The 9 Digit Niin, And The Two Digit Smic (for Example: 1h 4820 012345678 L1) ("n/a" When Not Applicable). 4. Lubricants, Sealants, Anti-seize, And/or Thread Locking Compounds ("n/a" When Not Applicable). 5. Certification That O-rings, Packing, Gaskets, Or Other Elastomeric Products Were Installed In A Compressed State Within An Assembly Or Sub-assembly, Prior To Expiration Of The Shelf Life ("n/a" When Not Applicable). 6. Manufacturer's Compound Number ("n/a" When Not Applicable). 7. When Weld Procedure Submittal Is Required By The Contract, A Statement That The Approval Date Of The Qualification Data Precedes Any Production Or Repair Welding Performed On This Contract. ("n/a" When Not Applicable). 8. A Statement To The Effect That All Items Furnished On This Contract Are In Full Compliance With The Specifications And Requirements And List Each Contractually Invoked Conformance/compliance Test Performed By Name And That It Was Performed satisfactorily. 9. Contractor's Or Authorized Personnel's Signature. 4. Quality Assurance 4.1 Notes To Dcma Qar And The Contractor - 4.1.1 Dcma Qar And The Contractor For Proprietary Designs - Departures From Contractor Imposed Requirements, Not Specifically Covered By The Contract, Must Be Judged Individually On The Basis Of The Effect, If Any, On Contractual Requirements. When There Is A disagreement Between The Contractor And The Government Representative As To The Effect On Contractual Requirements, The Departure Must Be Considered A Nonconformance And Be Submitted To The Pco For Disposition. 4.1.2 Dcma Qar And The Contractor For Proprietary Designs - All Records Of Departures From Contractor Imposed Requirements Must Be Maintained And Available For Review At The Contractor's Facility. A Copy Must Be Given To The Local Government Representative. A record Of These Departures, Traceable To The Applicablepart Number And Contract Number Must Be Submitted To The Pco. 4.1.3 Dcma Qar And The Contractor For Proprietary Designs - For Proprietary Designs, The Contractor's Part Numbers Are Acceptable For Reference Only. The Delivered Material Must Conform To All Drawings, Specifications, And Other Contractual Requirements. 4.1.4 Dcma Qar - It Is The Responsibility Of Dcma Qar To Review Non-destructive Testing (ndt) Procedures For Navsup Contracts/purchase Orders. 4.1.5 Dcma Qar And The Contractor - The Ecds (electronic Contractor Data Submission) System Is Available For Certain Data Submissions And To Submit Questions And Clarifications, And Waiver Requests On Contracts And Solicitations. Ecds Can Be Found At: https://register.nslc.navy.mil/ 5. Packaging 5.1 Preservation, Packaging, Packing And Marking - Preservation, Packaging, Packing And Marking Must Be In Accordance With The Contract/purchase Order Schedule And As Specified Below. mil-std 2073 Packaging Applies As Found Elsewhere In The Schedule 6. Notes 6.1 Several Definitions Of Terms That Apply To Csi Items Are Listed Below. All Terms May Not Apply To Every Item. 6.1.1 The Ecds (electronic Contractor Data Submission) System Is At: Https://register.nslc.navy.mil/ This Application Will Require Advance Registration Using A Pki Digital Certificate On A Cac. A Vendor User Guide Is Available As Csd001 In The Csd (contract Support Document) Library Within Ecds. 6.1.2 Critical Safety Item (csi) - Any Ship Part, Assembly, Or Support Equipment Containing A Critical Characteristic Whose Failure, Malfunction, Or Absence Of Which Could Cause A Catastrophic Or Critical Failure Resulting In Loss Of, Or Serious Damage To The ship, Or Unacceptable Risk Of Personal Injury Or Loss Of Life. 6.1.3 Critical Process - As Determined By The Twh, Any Process, Operation Or Action Performed On A Ship Csi That Serves To Establish A Critical Characteristic (such As Welding, Soldering, Machining, Polishing, Cleaning, Or Assembling) Or Confirm That A critical Characteristic Is Within Drawing Or Specification Compliance (such As, Testing, Measurement, Or Non-destructive Evaluation). 6.1.4 First Article - Pre-production Models, Initial Product Samples, Test Samples Produced To Ensure A Manufacturer's Capability To Meet Full Specification Requirements. 6.1.5 First Article Test (fat) - Contractually Required Testing And Inspection Of A Supplier's Pre-production, Production, Or "production Representative" Specimens To Evaluate A Manufacturer's Ability To Produce Conforming Product Prior To The Government's commitment To Receive Subsequent Production Items. First Article Testing Is Product Specific And Does Not Assess Manufacturing Process Controls Nor Does It Assure The Effectiveness Of The Manufacturer's Quality Program. 6.1.6 Government Source Inspection (gsi) - Gsi Is Independent Oversight Performed By A Government Representative Usually A Dcma Quality Assurance Representative (qar)) To Assure That Those Unique Product Quality And System Elements, Identified By The contracting Agency As Important, Are Observed And Evaluated. 6.1.7 Quality Assurance Letter Of Instruction (qali) - A Qali Is A Formal Document Initiated By A Contracting Activity That Provides Essential Requirements And Instructions For Contracted Materials To Be Independently Verified And Accepted By A Government representative Prior To Shipment. 6.1.8 Objective Quality Evidence (oqe) - The Quantitative And Qualitative Data Of All Mechanical, Chemical, And Performance Tests Performed (as Required By The Applicable Specification, Drawing, Or Purchase Document) To Prove That The Material Supplied conforms To The Specified Requirements. 6.1.9 Surface Discontinuity - Any Surface Irregularity, Marking, Or Localized Change In Physical Character Of The Surface, Other Than Dimensional, That Exists Infrequently At One Or Several Places. (examples: Burrs, Dents, Nicks, Scratches, Gouges, Pits, center-punches, Scribes, And Tool Marks) Surface Discontinuities Less Than 0.005-inch In Depth Are Acceptable Provided They Do Not Violate Any Other Design Requirements Specified In This Contract/purchase Order. 6.1.10 Traceability Code - A Code Or Number Providing Traceability To The Actual Chemical And Mechanical Properties Of The Specified Heat, Batch, Or Form From Which The Material Originated. 6.1.11 Verification - An Examination Performed To Determine Compliance With A Specific Requirement. 6.1.12 Nonconformance - A Nonconformance Is Defined As Affecting Or Violating The Following: - The Requirements Of This Contract/purchase Order. - Contractually Invoked Drawings (i.e. Envelope Dimensions, Interface Dimensions With Mating Parts/equipment, Center Of Gravity, Weights, Piece Part Identification, Material, Etc.). - Contractually Invoked Federal, Military, Or Commercial Specifications And/or Standards. - Form, Fit, Function, Performance To Contract Requirements, Reliability, Maintainability, Interchangeability, Safety Of Personnel Or Equipment, Or Additional Cost To The Government. 6.1.13 Waiver - A Written Authorization To Accept An Item, Which During Manufacture, Or After Having Been Submitted For Government Inspection Or Acceptance, Is Found To Depart From Specified Requirements, But Nevertheless Is Considered Suitable For Use As Is or After Repair By An Approved Method. 6.1.14 Deviation - A Specific Written Authorization (granted Prior To The Manufacture Of An Item) To Depart From A Particular Requirement(s) Of An Item's Current Approved Configuration Documentation For A Specific Number Of Units Or A Specified Period Of time, And To Accept An Item Which Is Found To Depart From Specified Requirements, But Nevertheless Is Considered Suitable For Use "as Is" Or After Repair By An Approved Method. 6.1.15 Critical Waiver/deviation - This Waiver/deviation Consists Of A Departure Involving Safety. 6.1.16 Major Waiver/deviation - This Waiver/deviation Consists Of A Departure Involving: - Performance - Interchangeability, Reliability, Survivability, Maintainability, Or Durability Of The Item Or Its Repair Parts - Health Or Safety - Effective Use Or Operation - Weight, Stability, Or Structural Integrity - System Design Parameters As Schematics, Flows, Pressures Or Temperatures - Compartment Arrangements Or Assigned Function 6.1.17 Minor Waiver/deviation - This Waiver/deviation Consists Of A Departure Which Does Not Involve Any Of The Factors Listed As Critical Or Major. 6.1.18 Engineering Change (ec) - A Change To The Current Approved Configuration Documentation Of A Configuration Item At Any Point In The Life Cycle Of The Item. 6.1.19 Engineering Change Proposal (ecp) - A Proposed Engineering Change And The Documentation By Which The Change Is Described, Justified, And Submitted To The Government For Approval Or Disapproval. 6.1.20 Class I Ecp - A Class I Ecp Is Approved By The Government's Configuration Control Board And Authorized With A Contract Modification. 6.1.21 Class Ii Ecp - A Class Ii Change Is Typically Reviewed For Concurrence In Classification By The Local Government Representative, Unless Otherwise Specified Elsewhere In The Contract/purchase Order. 6.2 In Accordance With Opnavinst 5510.1 All Documents And Drawings Provided By The U.s. Navy To Perspective Contractors Must Include A "distribution Statement" To Inform The Contractor Of The Limits Of Distribution, And The Safeguarding Of The Information contained On Those Documents And Drawings. 6.2.1 There Are 7 (seven) Separate Distribution Statement Codes Used For Non-classified Documents And Drawings. The Definition For Each Is As Follows: a... Approved For Public Release; Distribution Is Unlimited. b... Distribution Authorized To Us Governments Agencies Only. c... Distribution Authorized To Us Government Agencies And Their Contractors. d... Distribution Authorized To Dod And Dod Contractors Only. e... Distribution Authorized To Dod Components Only. f... Further Distribution Only As Directed By Commander, Naval Sea Systems Command, Code 09t. x... Distribution Is Authorized To Us Government Agencies And Private Individuals Or Enterprises Eligible To Obtain Export Controlled Technical Data In Accordance With Opnavinst 5510.161. 6.3 Ordering Information For Document References - The Department Of Defense Single Stock Point (dodssp), Website Http://www.dsp.dla.mil/, Provides Product Information For The Department Of Defense Index Of Specifications And Standards (dodiss) (i.e.military/federal Specifications And Standards), Data Item Descriptions (dids), And Other Dodssp Products. Most Specifications Can Obtained Directly From Http://quicksearch.dla.mil/ a. Availability Of Cancelled Documents - The Dodssp Offers Cancelled Documentsthat Are Required By Private Industry In Fulfillment Of Contractual Obligationsin Paper Format. Documents Can Be Requested By Phoning The Subscription Services Desk. b. Commercial Specifications, Standards, And Descriptions - These Specifications, Standards And Descriptions Are Not Available From Government Sources. Theymay Be Obtained From The Publishers Of The Applicable Societies. c. Ordnance Standards (os), Weapons Specifications (ws), And Navord Ostd 600 Pages - These Type Publications May Be Obtained By Submitting A Request To: commander, Indian Head Division, Naval Surface Warfare Center code 8410p, 101 Strauss Avenue indian Head, Md 20640-5035 d. On Post-award Actions, Requests For "official Use Only" And "noforn" (not Releasable To Foreign Nationals) Documents Must Identify The Government Contractnumber, And Must Be Submitted Via The Cognizant Defense Contract Management Command (dcmc) For certification Of Need For The Document. On Pre-award Actions Such Requests Must Be Submitted To The Pco For Certification Of Need For The Document. e. Noforn Military Specifications And Standards (including Amendments, Change Notices And Supplements, But Not Interim Changes) To Be Ordered From: contracting Officer navsup-wss code 87321 5450 Carlisle Pike p.o. Box 2020 mechanicsburg, Pa. 17055-0788 f. Nuclear Reactor Publications Assigned Navsea Documents And Identification Numbers (i.e. Navsea Welding Standard, Navsea 250-1500-1) Are To Be Ordered Enue: commanding Officer navsup-wss code 009 5450 Carlisle Pike p.o. Box 2020 mechanicsburg, Pa. 17055-0788 g. Technical Manuals Assigned Navsea Identification Numbers (i.e. Navsea Welding And Brazing Procedure, Navsea S9074-aq-gib-010/248) Are To Be Ordered From: commanding Officer navsup-wss code 1 Support Branch 700 Robbins Avenue philadelphia, Pa. 19111-5094 h. Interim Changes And Classified Specifications Must Be Obtained By Submitting A Request On Dd Form 1425 To Navsup-wss. 6.4 Recent Updates - A Short Description Of Recent Updates To The Technical Requirements Of This Item Are Listed Below, Along With An Implementation Date For Each Issue. The Notes Below Are Only A Generic Quick Reference And Are Provided For Convenience only, Detailed Requirements Will Be Defined Elsewhere In The Technical Sections Of This Contract/purchase Order. ;- 10/20/2016 - Updated Ecds Url - Feb 26 2009 - Clarified Testing And Certs Only Apply To Pieces Listed - Oct 29 2010 - Added Sampling Std For Li In-process Testing - Jun 28 2012 - Updated Ut Of Qq-n-286 Bar 4" And Over - Sep 30 2008 - Thread Inspection Requirements Were Clarified - Dec 20 2022 - Removed Requirement For Vender To Submit Waivers/deviations In Ecds - Jan 05 2012 - Added Wawf To Forward Approved Waivers/deviations With Final Oqe - Dec 17 2011 - Moved Quality Assurance Text Location For Readability - Apr 15 2009 - Clarified The Sample Size For Large And Small Lot Sizes - Jan 19 2011 - Added Notification Of Dcma Upon Contract Award - May 02 2009 - Added Lubricants And Sealants To The C Of C - Aug 27 2014 - Took Out Contractor's Phone Number Requirement - Dec 01 2011 - Moved "notes To Dcma Qar" To Qa Section - Jan 5 2017 - Ecds/csd Info Was Added To Definitions In The Notes Section; date Of First Submission=asreq paragraph 10.4 Of Di-qcic-81110 Does Not Apply. date Of First Submission=asreq block 12 - Certification Data Must Be Submitted To Portsmouth Naval Shipyard For Review And Acceptance Prior To Each Shipment Of Material. Certification Documentation Must Be Submitted Via Wawf (wide Area Work Flow). enter In Wawf As Follows: "ship To" N50286 "inspect By" N39040 "accept By" N39040 and Email Notification Field: Port_ptnh_wawf_notification@navy.mil no Material Is To Be Shipped Prior To The Receipt Of Acceptance. date Of First Submission=asreq block 4 - Paragraphs 10.2.1, 10.2.2, 10.2.3, 10.3, And 10.4 Of Di-misc-80678 Do Not Apply. block 12 - Certification Data Must Be Submitted To Portsmouth Naval Shipyard For Review And Acceptance Prior To Each Shipment Of Material. Certification Documentation Must Be Submitted Via Wawf (wide Area Work Flow). enter In Wawf As Follows: "ship To" N50286 "inspect By" N39040 "accept By" N39040 and Email Notification Field: Port_ptnh_wawf_notification@navy.mil no Material Is To Be Shipped Prior To The Receipt Of Acceptance. date Of First Submission=asreq block 4 - Paragraphs 10.2.2, 10.2.3, 10.2.4, And 10.3 Of Di-misc-80678 Do Not Apply. block 12 - Certification Data Must Be Submitted To Portsmouth Naval Shipyard For Review And Acceptance Prior To Each Shipment Of Material. Certification Documentation Must Be Submitted Via Wawf (wide Area Work Flow). enter In Wawf As Follows: "ship To" N50286 "inspect By" N39040 "accept By" N39040 and Email Notification Field: Port_ptnh_wawf_notification@navy.mil no Material Is To Be Shipped Prior To The Receipt Of Acceptance.

Central Public Works Department Tender

Civil And Construction...+4Telecommunication Services, Building Construction, Consultancy Services, Civil And Architectural Services
location
India
Closing Soon28 Feb 2025
Tender AmountINR 503.6 K (USD 5.8 K)
Description: Construction Of Centre Of Excellence Building Including Internal Water Supply & Sanitary Installation, Internal Electrical Installation, Vrv, Vrf Ac System, Lift, Fire Fighting And Fire Alarm System, Cctv System, Lan, Ip Based Epabx System, Ups, Ro System Etc. And External Development Work At Niper, Raebareli, Uttar Pradesh. (sh: Structural Design Work).

Central Public Works Department Tender

Civil And Construction...+3Building Construction, Consultancy Services, Civil And Architectural Services
location
India
Closing Soon28 Feb 2025
Tender AmountRefer Documents 
Description: Construction Of Ocr Building (g Pluse 3 For Sib At Sultanpur Up. Sh-providing Consultancy Services Of Structural Design Including Proof Checking. Subwork/packages:sh-providing Consultancy Services Of Structural Design Including Proof Checking

Public Works Department - PWD Tender

Services
Consultancy Services...+1Civil And Architectural Services
Eprocure
location
India
Closing Soon27 Feb 2025
Tender AmountINR 560 K (USD 6.4 K)
Description: Providing Consultancy And Other Allied Engineering Services With All Working Drawings (digital Layout Plan, Structural, Architectural Design/geo Tech Investigation/other For Construction Of 100 Bedded Hostel At Govt. Degree College Baramulla.)

Municipality Of Carmen, Bohol Tender

Civil And Construction...+1Water Storage And Supply
Philippines
Closing Date17 Mar 2025
Tender AmountPHP 115 Million (USD 1.9 Million)
Details: Description I. Project Description The Project Involves The Design And Build Of A 3 Mld Water Treatment Facility, Inclusive Of A 3 Mld Water Treatment Plant (wtp), Raw Water Abstraction Facility, Raw Water Pipeline, Raw Water Impounding Lagoon, Product Pumping Station, 3 Phase Power Transmission Line And Product Water Transmission And Distribution Pipelines To Barangays Poblacion Norte And Poblacion Sur. It Also Includes One (1) Month Proving Period With Performance Guarantees On Specific Usages Of Power And Chemicals For The Production Of Potable Water That Meets The Philippine National Standards For Drinking Water. Ii. Conceptual Design The Project Concept Is To Construct A 3 Mld Water Treatment Facility Using Socon River As Raw Water Source. The Raw Water Will Undergo Series Of Processes To Remove Sediments, Microbes And Other Impurities To Ensure That The Water Reaching To The Consumers Complies With The Quality Set Forth In The Philippine National Standards For Drinking Water, Pnsdw. The Product Will Be Distributed To Barangays Poblacion Norte And Poblacion Sur. Iii. Proposed Project Components: 1. Raw Water Abstraction (intake) Facility 2. Raw Water Transmission Line 3. Impounding (raw Water) Lagoon 4. Lagoon Pumping Station 5. 3 Mld Water Treatment Plant 6. Residual Management Facility (sludge Lagoon) 7. Product Water Pumping Station 8. Power Supply 9. Product Water Transmission Line 10. Product Water Distribution Lines, Valves, Fittings And Other Appurtenances 11. Site Development • General Earthworks • Fence Below Are The Coordinates Of The Proposed Locations Of The Facilities: Table 1. Location Of The Proposed Facility Facilities Location Proposed Location Of The Facility 9°49’40” N, 124°12’43” E Iv. General Map Showing The Location Of The Proposed Water Treatment Facility V. Conceptual Design Of A 3 Mld Water Treatment Facility Vi. Approved Budget Of Contract The Total Capital Expenditure (capex) Requirement For This Project Is Php 115,000,000.00. The Project Is Financed Through A Term Loan Agreement With The Development Bank Of The Philippines. Progress Payments To The Contractor Shall Be Governed By The Terms And Conditions Set Forth In The Omnibus Term Loan Agreement And The Deed Of Undertaking, Duly Executed Between The Development Bank Of The Philippines And The Municipality Of Carmen, Bohol. Furthermore, These Payments Shall Adhere To The Pertinent Provisions Of The Implementing Rules And Regulations Of Republic Act No. 9184, The Relevant Coa Rules And Regulations, And Any Other Applicable Laws. These Terms And Conditions Are Hereby Formally Communicated To All Prospective Bidders Through This Provision. Table Below Summarizes The Component Cost Of The Capex. Capex Summary Component Cost, Php Site Development And Fencing Raw Water Abstraction Facility Raw Water Transmission Pipeline Raw Water Impounding Lagooon 3 Mld Water Treatment Plant Residual Management Facility Product Pumping Station Power Supply Product Water Transmission Pipeline Product Water Distribution Lines, Valves, Fittings And Other Appurtenances Engineering & Design Commissioning & Proving Period Temporary Facility Total Project Cost Php 115,000,000.00 Vii. Proposed Design & Construction Schedule The Project Must Be Completed Within One (1) Year From Receipt Of Notice To Proceed. Viii. Contractor’s Track Record And Performance Guarantee The Contractor Must Show Proof That It Has Previously Installed A Water Treatment Plant (“wtp”) With A Proven Capacity Of No Less Than 3.0 Mld Capable Of Treating River Water At Turbidity Level Up To 5,000 Ntu. The Said Wtp Should Demonstrate A Low Energy Consumption Not Exceeding 0.15 Kwh/m3 Within The Wtp Battery Limit. The Contractor Must Be Able To Successfully Demonstrate During The 7-day Performance Test That The Wtp Has Continuously Operated At A Production Rate Of No Less Than 3.0 Mld, Energy Consumption Not Exceeding 0.15 Kwh/m3 And Product Water Quality That Meets The Specifications Of The Philippine National Standard For Drinking Water. The Contractor Must Incorporate In The Design Of Its Wtp A Feature That Will Allow 100% Water Recovery And Zero Effluent Discharge. Ix. General Scope Of Works Of The Contractor The Contractor Is Required To Perform The Following Scope Of Works: 1. Review Of Existing Information Review The Basic Design Parameters And Detailed Scope Of Works. The Contractor Shall Ensure That It Has First-hand Information On The Site Development Plan, Construction Data, Geo-hazard Maps, Elevation And Other Gis Maps And Other Documents That Are Readily Available From The Project Owner. Such Will Be Used To Define Project Design Criteria And Serve As Basis For Any Changed Conditions And Establish Project Cost Estimates. Should Any Of These Data And Other Pertinent Data Be Unavailable, The Contractor Shall Carry Out The Needed Testing/investigation To Complete The Needed Design Data. 2. Field Survey And Site Inspection The Contractor Shall Conduct The Appropriate Site Survey Including Staking, Establishing Of Horizontal And Vertical Control Points, Benchmarks, Traverse And Profile Survey, And Stream Flow. 3. The Contractor Shall Have Inspected The Site And Its Surroundings And Orient Himself With The Following: A. Location And Nature Of Work; B. Climatic Conditions; C. Nature And Condition Of The Terrain; D. Geologic Conditions At The Site; E. Transportation And Communication Facilities; F. Availability Of Construction Materials, Labor, Water Services, Electric And Power Supply; G. Location And Extent Of Aggregate Sources; And H. Other Factors That May Affect The Cost, Duration And Execution Of The Work. 4. Pipeline And Structural Analysis The Contractor Shall Prepare The Necessary Structural Analyses, Calculations And Design Of Structural Members In Accordance With The National Building Code Of The Philippines, National Structural Code Of The Philippines And Other Relevant Codes. The Design Of The Main Structure And Its Appurtenances Shall Take Into Account Prevailing Conditions Of The Area To Attain The Optimum Safety Of The Whole Structure. The Contractor Shall Prepare The Pipeline Design On The Basis Of Data Obtained From Site Investigations And Survey Of The Proposed Water Source, Site For Water Treatment Plant, And The Location Of Pipelines, Materials And Other Investigations Necessary In Standard Engineering Practice To Ensure High Efficiency Of The Proposed Water System. 5. Hydraulic Analysis The Contractor Shall Make A Hydraulic Analysis That Form Part Of The Technical Documents To Be Submitted To Ascertain That The Water System Could Provide The Required Flow And Pressure Based On The Designed Population And Planning Period. At The End Of The Design Stage, The Contractor Is Expected To Produce The Appropriate Design And Construction Plans. 6. Permits And Licenses The Contractor Shall Be Responsible For The Application Of Necessary Permits, Clearances And Licenses From Local And National Agencies Having Jurisdiction Over The Project. No Commencement Of The Project Without First Securing The Said Documents. 7. Construction Works The Contractor Shall Perform The Following Construction Activities But Is Not Limited To The Following: A. Mobilization/demolition The Contractor Shall Mobilize And Bring Out Into Work, All Personnel, Plant And Equipment, In Accordance With His Approved Construction Program, Equipment Moving And Utilization Schedule And Manpower Schedule, From Its Regular Place Of Business To The Site To Undertake The Contract. Mobilization Shall Include The Obtaining And Transporting To Jobsite Of Equipment, Materials, Tools, Personnel, Constructional Plant And All Necessary Items For The Execution And Completion Of The Work And Shall Also Include The Setting Up And Verification Of All Equipment And Instruments Until It Is Rendered Operable. Demobilization Shall Include Dismantlement And Removal From The Site Of The Contractor’s Materials And Equipment And All Temporary Facilities. It Shall Also Include A Clean-up Of The Site After Completion Of The Contract As Well As Transportation From The Site Of The Contractor’s Personnel. B. Site Clearing And Proper Waste Disposal General Site Clearing Operations Include The Removal Of Demolished Materials And Objectionable Matter, Protection And Clearing To Allow For New Construction. The Contractor Is Obliged To Provide Barricades, Coverings, Or Other Types Of Protection Necessary To Prevent Damages. Likewise, He/she Is To Dispose Of Materials, Trash And Debris In A Safe And Acceptable Manner In Accordance With Applicable Laws And Ordinances. Burying And Burning Of Trash And Debris At The Site Will Not Be Permitted. Trash And Debris Shall Be Removed From The Site At Regular Intervals To Prevent These From Accumulating And Ultimately Delaying The Course Of The Work. Site Works B.1. Excavation, Foundations, Anchorage The Design And Quality Of Structural Materials To Be Used Shall Be In Conformity To The Governing Laws And To The Acceptable Engineering Practices. Footings, Foundation Elements And/or Anchorage Systems Shall Be Of The Appropriate Type, Of Adequate Size/s And Capacity In Order To Safely Sustain The Superimposed Loads Under Seismic Forces, Lateral Earth Pressure Or Any Condition Of External Forces That May Affect The Stability Of The Structure. Excavated Soil Shall Be Coordinated With The Lgu-carmen For Proper Disposal. C. Conduct Of Potability Test After Project Completion And Commissioning, The Contractor Should Conduct Water Potability Test With The Presence Of The Representative Of The End-user. X. Specifications & Parameters A. Scope Of Design And Build Of The Water Treatment Facility And Related Works The Necessary Works For The Design And Build Of The Water Treatment Plant Including Raw Water Abstraction Facility And Pipeline, Product Pumping Station, Potable Water Transmission Pipeline, Power Supply, Metering House And Interconnection At The Delivery Points Shall Include But Not Be Limited To The Following: 1. Design And Construct A 3 Mld Raw Water Abstraction Facility And Raw Water Transmission Pipeline. 2. Design And Construct A 30,000 Cubic Meter Raw Water Impounding Lagoon. 3. Design And Construct A Water Treatment Plant (wtp) That Can Treat Raw Water With A Turbidity Of Up To 5,000 Ntu With 100% Water Recovery And Zero Effluent Discharge. 4. Design And Install A Product Pumping System That Will Pump The Potable Water To The Target Areas. 5. Design And Construct The Power Supply System Needed To Run The Water Treatment Facilities Inclusive Of 3-phase Power Transmission Line, Transformers And Standby Generator Set. 6. Design And Install Product Water Transmission Line And Distribution Line For The Target Service Areas. 7. The Product Pumping And Pipe Sizing Must Be Designed That There Will Be At Least 10 Psi During Peak Hours. 8. Conduct Soil Investigation And Topographic Survey Of The Wtp Site. 9. Design And Construct Associated Civil Works Including Site Development For The Water Treatment Facilities, Site Utilities, Water Supply, Sewer And Drainage System. The Civil Works Shall Include But Not Be Limited To Foundation Works, Formworks, Concreting, Painting And Fencing. 10. Design, Supply And Install All Mechanical And Electrical Components Including Lightning Protection System For The Water Treatment Facilities, Instrumentation And Control Equipment And Accessories That May Be Deemed Necessary For The Efficient And Ease Of Operation Of The Water Treatment Facilities. 11. Provide Appropriate Electromagnetic (if Applicable) Flow Metering Devices For Inflow And Outflow Measurements. 12. Design And Construct Support Facilities Such As Chemical Storage & Control Room, Fence, Road Network, Etc. 13. Supervise Commissioning And Performance Testing Of The Wtp For One (1) Month Upon Issuance Of Mechanical Completion. 14. All Other Works Which May Be Reasonably Implied Or Nor Explicitly Described But Are Needed To Have A Complete And Efficiently Functioning Plant Shall Be Implemented/constructed By The Contractor At No Additional Cost To The Procuring Entity. B. Performance Specifications Of The Water Treatment Facilities And Related Works 1. Design Flowrates The Water Treatment Facilities Shall Be Designed For A Capacity Of 3 Mld. 2. Required Treatment Facilities And Performance Efficiency A. The Treatment Plant Shall Produce Treated Water Effluent Conforming To The 2017 Philippine National Standards For Drinking Water (pnsdw) As Shown In Table Below. The Wtp, Intake And Related Facilities Shall Be Designed With Expected Life Of 25 Years. Table 1. 2017 Philippine National Standards For Drinking Water Parameter Unit Analysis Taste Unobjectionable Odor Unobjectionable Color Apparent Tcu 10 True Tcu 5 Turbidity Ntu 5 Aluminum Mg/l 0.20 Chloride Mg/l 250 Copper Mg/l 1.0 Hardness Mg/l 300 As Caco3 Hydrogen Sulfide Mg/l 0.05 Iron Mg/l 1.0 Manganese Mg/l 0.4 Ph 6.5-8.5 Sodium Mg/l 200 Sulfate Mg/l 250 Total Dissolve Solids Mg/l 600 Zinc Mg/l 5 Arsenic Mg/l 0.01 Boron Mg/l 0.5 Cadmium Mg/l 0.003 Lead Mg/l 0.01 Benzene Mg/l 0.01 E. Coli Or Thermo Tolerant (fecal) Coliform Bacteria No./100 Ml Nil B. Design And Operate The Plant Free From Any Discernable Odor And Noise Louder Than 55 Decibels At The Site Boundary. C. The Contractor Must Incorporate In The Design Of Its Wtp A Feature That Will Allow 100% Water Recovery And Zero Effluent Discharge D. The Annual Average Chemical Usage Should Not Exceed Php 1.00/m3 E. The Power Unit Usage Within The Proposed Wtp Battery Limit (excluding Intake And Product Pumping) Should Not Be More Than 0.15 Kwh/m3. F. The Raw Water Pipeline And Product Water Pipelines Must Withstand A Pressure Of At Least 100 Psi. 3. Minimum Design Requirement The Water Treatment Facilities Must Be Designed To Prevent Total Plant Shutdown When Undergoing Pump Maintenance Works. As Such, There Should Be At Least One Duty And One Stand-by Item Of Equipment To Allow The Plant To Operate At Any Given Time With A Full Process Flow Capacity At The Desired Efficiency During Equipment Replacement/repair Or Maintenance Servicing Or Cleaning. Equipment Upon Which The Plant Is Dependent For Full Operation Must Also Be Provided With Standby. A. Design All Plant Structures To Withstand Pressures And Seismic Loading In Accordance With The National Structural Code Of The Philippines. However, For Structural Concrete, The 28-day Compressive Strength Shall Not Be Less Than 21 Mpa. B. The Minimum Design Requirement For All Buildings Shall Be Concrete Foundations And Floors, Concrete Structural Elements, Galvanized Steel Trusses And Roof Frame, Reinforced And Filled Concrete Block Walls With Rendering And Painting, Bonded-color Steel Roofing System, Suspended Ceilings, Tiled Floors For Office Areas, Ceramic Tiling For Showers, Toilets And Similar Areas, Concealed And Under-floor Service Conduits And Pipelines And Air Conditioning For Office Areas. C. Electrical Power Supply And Control System And Requirements I. The Electrical Power Supply And Control System Shall Include But Not Limited To The Main And Branch Circuit Overcurrent Protective Devices, Motor Controllers Including All Protective And Monitoring Relay Systems Required For The Complete Operation Of The Plant And All Necessary Wiring, Conduits And Grounding Systems. Electrical Power And Control System Shall Be Wired So That The Various Items Of Plant Equipment Can Be Operated Either Manual Or Automatic To Achieve The Intended Sequence Of Operation. Process Control Shall Be Situated At The Motor Control Centers (mcc). Ii. Factory Wired Plant Components Shall Be Interconnected So As To Be An Integral Part Of The Plant. Iii. Provide Surge Protection To Prevent Damage To Electric Motors And All Other Electrical And Electronic Components During Fluctuation Of Voltage, During Resumption Of Power Supply After A Power Interruption And From The Effects Of Lightning. 4. Facilities Description And Specifications All Processes And Facilities Shall Be Designed To Meet The Performance Requirements For The Proposed Project. The Inter-connectivity Between Various Plant, Support Services And Structures Must Be An Integrated Approach To Meet Operational Performance, Flexibility, Maintenance And Reliability Criteria. The Power Unit Usage Within The Battery Limit Of The Proposed Wtp Shall Not Be More Than 0.07 Kwh/m3. The Water Treatment Plant May Include But Not Be Limited To The Following Main Process System, Support Systems And Relevant Facilities: A. Raw Water Abstraction Facility The Raw Water Abstraction Facility And Pipeline Shall Have A Capacity Of 3 Mld. The Natural Flow Of The River Shall Not Be Obstructed Or Changed By Constructing A Dam, Weir, Or A Similar Structure That Could Result To Flooding Of The Nearby Properties. The Abstraction Facility Shall Consist Of The Following: • Intake Weir, Water Collection Channel And Water Collection Well • 2 Units Submersible Non Clog Pump (1 Running And 1 Spare) With Motors And Variable Frequency Drive • Pipe Lay-out • Electrical Systems And Controls B. Raw Water Pipeline The Raw Water Pipeline Must Be Made Of Spiral Welded Steel Pipe. Pipes To Be Used Must Pass The Required Test Set By The Appropriate Authority. Pipes Shall Be Laid At A Minimum Depth Of 60 Cm. Pipe Sizing Should Be In Conformance To The Hydraulic Analysis C. Raw Water Impounding Lagoon The Impounding Lagoon Have A Capacity Of A Least 30,000 M3 And Will Be Lined With Hdpe Geosynthetic Lining The Lagoon Will Also Be Installed With The Pumping System That Will Pump Water From The Lagoon To The Water Treatment Plant. The Lagoon Pumping Station Will Comprise Of 2 Units (1 Pump Running And 1 Pump Spare) Submersible, Non-clog Pumps, With A Capacity Of 3mld And A Head Of 15 Meters. D. Water Treatment Plant The 3mld Water Treatment Plant (wtp) Must Be Able To Handle And Process Incoming Raw Water With Turbidity Levels Up To 5,000 Ntu. The Wtp Shall Include But Not Limited To Receiving Well, Mixing Channel, Flocculation Basin, Sedimentation Basin, Rapid Sand Filters, Chlorination, Chemical Dosing Equipment, Clear Water Tank And Sludge Management. The Wtp Shall Be Able To Produce An Effluent That Meets The Parameters Prescribed In The 2017 Philippine National Standards For Drinking Water (pnsdw). The Wtp Should Make Use Of Gravity Flow To The Extent Possible Which Minimizes The Use Of Energy For Pumping Resulting In Low Operation Costs. It Shall Incorporate A Zero Effluent Discharge Design And Will Make Use Of An Activated Filter Media System. • Receiving Well Provide A Receiving Well At The Proposed Wtp (with A Flow Measurement Or Device) To Receive Raw Water From The Intake Facilities. Pre-chlorination And Coagulant Dosing Shall Be Done At The Receiving Well • Rapid Mix-flocculation-sedimentation Provide A 2-stage Flocculation Chamber With Agitators For Proper Dispersion And Formation Of Flocs And A Sedimentation Basin For The Separation Of The Flocs By Gravity Settling. It Shall Have Provision For Removal Of Sludge. It Should Minimize Hydraulic Head Losses Between Units To Allow Future Changes In Processes Without The Need For Re-pumping. Rapid Mix The Rapid Mix Shall Mean The Rapid Dispersion Of Chemical Through The Water To Be Treated, Using Violent Agitation. The Tanks Should Be Made Of Concrete, Equipped With Devices Capable Of Adequate Mixing For All Process Treatment Flowrates. The Retention Time Should Not Be More Than 10 Seconds. The Rapid Mix Shall Be Designed In Close Proximity With The Flocculation Tanks. Flocculation Flocculation Shall Mean The Agitation Of Water At Low Velocities For Long Periods Of Time. Inlet And Outlet Of The Tanks Shall Be Designed That It Will Minimize Short-circuiting And Destruction Of Flocs. The Tanks Shall Be Made Of Concrete And Waterproof From Wall To Wall. Drain Or Pump Shall Be Provided To Handle Dewatering And Sludge Removal In A Short Period Of Time, When Necessary. The Inlet And Outlet Velocity Should Be Between 0.15 M/s, And 0.45 M/s With A Detention Time For Flocs Formation Of At Least 20 Minutes. Sedimentation Sedimentation Shall Follow Flocculation. The Following Criteria Shall Apply To Conventional Sedimentation Units: - The Sedimentation Tank Shall Complete With Inlet And Outlet Structures, Sludge Collection And Removal Mechanism, Isolation Valves And Gates, Drainage And Safety Ladder, Catwalks And Manholes. - The Surface Overflow Or Settling Rate Should Not Be More Than 2.0 M/h. - Inlet Shall Be Designed To Distribute The Water Equally And Uniformly. The Inlet Velocity To The Sedimentation Tanks Should Not Be More Than 0.3 M/s. - Basins Should Be Provided With Sludge Collection And Removal Mechanism. Valves Shall Be Provided To Isolate For Maintenance Purposes. It Shall Be Designed To Eliminate Or Minimize Clogging. Cleaning Or Removal Of Sludge Through The Use Of Sludge Disposal Pump Shall Be Designed In Such A Way That It Could Be Facilitated/completed In A Short Period Of Time. The Sludge Shall Be Conveyed To The Sludge Lagoon Through The Drainage Facilities. • Filtration System The Filtration System Shall Serve As The Final Stage Of Treatment To Remove Suspended Solids And Colloids. It Shall Compose Of The Activate Media Filter System. The Proposed Filter Shall Also Include The Following: A Minimum Of 8 Units Of Filters With Capability To Meet Plant Capacity Even If One (1) Filter Is Taken Out For Service Or Backwashing; An Automatic Backwashing System Complete With Controls And Motorized Gates And Valves; Wash Water Collection System And An Underdrain System That Efficiently Collect The Filtered Water. Filter Run Time Should Be Between 24 And 72 Hours. Each Filter Bed Shall Be Designed For A Filtration Hydraulic Loading Rate Of Not More Than 12 M3/m2-hr When One Filter Is Out Of Service. The Multimedia Filter Shall Operate 24 Hours Per Day Whole Year Round At The Design Capacity Of 3 Mld Regardless Of The Quality Of The Raw Water. The Filter System Shall Be Designed Such That No Power Is Required During Normal Operation And During Backwash Time. The Production Capacity Of The Filtration System Should Not Be Affected And Remains The Same At 3 Mld Even When One Cell Is Undergoing Backwash Operation. - The Filtration System Shall Be Structurally Designed Sound And Safe, Made Of Reinforced Concrete, Complete With Vertical Walls Within The Filter With No Protrusion Of The Filter Walls Within The Filter Media; Head Room To Permit Normal Inspection And Operation; Walkways, Ladder Rungs And Manhole Covers Shall Be Provided As Necessary For Easy Access And Maintenance. Walkways Shall Be Provided With Stainless Steel Safely Handrails. - Appurtenances The Following Shall Be Provided For Each Filter Cell: Water Inflow Control, Backwashing Pipes And Valves, Underdrain That Will Allow Filtered Water To Flow By Gravity At Wtp Capacity And Reverse Flow During Backwashing By Gravity To Remove Accumulated Sludge. • Disinfection Facility The Disinfection Facility Shall Cover The Pre Chlorination And Post Chlorination Requirement Of The Water Treatment Plant. Provide A Disinfection System That Will Be Used To Kill Pathogenic Microorganisms. There Should Be Sufficient Excess Of Chlorine For Disinfection Including A Free Residual Chlorine Concentration Of 0.5 – 0.7 Mg/l. The Disinfection System Shall Include All Equipment Such As Chlorine Dosing Pump And Other Miscellaneous Items Necessary For Disinfection Using Granular Chlorine. The Chemical Dosing System Shall Be Located Near The Receiving Well. A Storage Area Of Capable Of Handling At Least 30 Days Of Chemical Shall Be Provided. The Disinfection Facility Shall Be Capable Of Applying The Following Dosages At The Plant’s Design Flow Rate: Minimum Dose 0.30 Ppm Average Dose 1.00 Ppm Maximum Dose 5.00 Ppm • Chemical Feeding System Provide Complete Chemical Feeding System For Dissolving And Injecting Various Chemicals To Support The Rapid Mix And Coagulation Process. Include Batch Tanks, Storage Tanks, Mechanical Mixers, Metering Screws, Pipe Work, Valves, Fittings And Associated Equipment. The Feeding Systems Shall Be Located Inside The Chemical Building. The System Shall Be Arranged To Accept Chemical Supply In Both Liquid And Powder Forms. Equip The System With Ladders, Walkways, Platforms, Handrails And Cages To Allow Safe Access To The Equipment For Operations Staff. Locate Standpipes And Hoses Near The Equipment For Maintenance. E. Sludge Lagoon The Sludge Lagoon, Or The Residual Management Facility Must Have A Capacity Of At Least 500 M3. This Must Be Designed That There Is 100% Water Recovery And Zero Effluent Discharge. F. Product Pumping Station The Treated Potable Water Will Be Pumped To The Target Service Areas With A Residual Pressure Of No Less Than 10 Psi During Peak Hours. Two Units Of Centrifugal Pump Should Be Installed (1 Running And 1 Spare) Capable Of Delivering The Requirement 3 Mld. G. Power Supply Power Supply Facility Is Inclusive But Not Limited To The Following: • 3- Phase Line With Primary Voltage Recloser (depending On Electric Cooperative Requirement) • Distribution Transformer • Stand By Generator Set With Automatic Transfer Switch The Specifications Of The Transformers And Generator Set Must Be Based On The Calculations On The Total Load Of The Whole Water Treatment Facility. H. Product Water Transmission Pipeline The Potable Water Pipeline Must Be Made Of Hdpe Pipe. Pipes To Be Used Must Pass The Required Test Set By The Appropriate Authority. Pipes Shall Be Laid At A Minimum Depth Of 60 Cm. Pipe Sizing Should Be In Conformance To The Hydraulic Analysis. Quality Assurance For Buttfuse Works Must Be Performed To Ensure That There Will Be No Leaking During Operation. The Pipes Must Be Able To Withstand A Pressure Of No Less Than 100 Psi. Estimated Length Are As Follows: Description Length 10” Mm Ø 2,058 Meters 8” Mm Ø 1,254 Meters 6” Mm Ø 3,882 Meters 4” Mm Ø 464 Meters I. Product Water Distribution Lines, Valves, Fittings And Other Appurtenances The Potable Water Pipeline Must Be Made Of Hdpe Pipe. Pipes To Be Used Must Pass The Required Test Set By The Appropriate Authority. Pipes Shall Be Laid At A Minimum Depth Of 60 Cm. Pipe Sizing Should Be In Conformance To The Hydraulic Analysis. Quality Assurance For Buttfuse Works Must Be Performed To Ensure That There Will Be No Leaking During Operation. The Pipes Must Be Able To Withstand A Pressure Of No Less Than 100 Psi. Corresponding Valves And Fittings Ang Interconnection To The Main Transmission Line Must Be Installed. Estimated Length Are As Follows: Description Length 3” Mm Ø 3,756 Meters 2” Mm Ø 6,900 Meters J. Auxiliary Facilities I. Chemical Storage The Storage Area Should Be Able To Handle Various Chemicals For 30 Days Plant Operation At Full Capacity. The Building Should Satisfy And Follow All The Necessary Safety Requirements In The Operation Of The Chemical Building. Ii. Fence Provide Inter-link Fence Around Entire Parameter Of The Plant Site. Locate Fence To The Correct Boundary And Provide Certified Survey Of Fence After Installation. Include Vehicular Gate At Entrance Roadway And An Adjacent Personnel Gate With Gate Restraints, Chains And Locks. Perimeter Lighting Shall Also Be Provided. Iii. Road Provide Paved Road Network Servicing All Areas Of The Plant And Incorporating Geometric Design And Traffic Management Features To Ensure A Free Flow Of Vehicles. Iv. Support Systems Potable Water Supply System Provide A Complete Potable Water Supply System For Drinking Water, Staff Amenities, Chemical Dilution, Cleaning, Toilets, Lavatories, Essential Process Requirements, Fire Lighting And All Other Applications. Water Shall Come From The Product Water Tank. Drainage System Provide Complete Drainage System (to Flow By Gravity) For All The Buildings, Road Networks, Water Treatment Perimeter, And Essential Area. A Separate Drainage System Shall Be Provided To Convey (by Gravity) The Sludge From The Sedimentation Basin And The Backwash Water From The Rapid Sand Filler And Other Waste Water From The Proposed Wtp Into The Sludge Lagoon Located At The Nearby Existing Wtp. Electrical Power And Control System Provide A Complete Electrical And Control System For The Plant Including The Site. Fire Control & Alarm System Provide A Complete Fire Protection Such As Smoke Detector And Alarm System In All Buildings, Control Room, Laboratory And Related Facilities And Shall Be Complying With The National Building Code Of The Philippines. Provide Fire Extinguishers At Strategic Location Inside The Plant And Support Structures. The Alarm System Shall Be Designed Audible To A Minimum Distance Of 30 Meters. Lightning Protection And Grounding System V. Miscellaneous Items That Are Deemed Necessary Provide All Necessary Items/works To Have A Complete And Efficiently Functioning Plant. 5. Process Performance Test And Guarantee, Proving And Warrantees A. After The Issuance Of The Certificate Of Completion, The Contractor Shall Supervise The Performance Testing Of The Wtp And Training Of The Procuring Entity Personnel Within A Period Of One (1) Month. The Procuring Entity Shall Supply The Operation And Maintenance Manpower And All Materials, Utilities Including Power, Fuel, Lubricants, Chemicals, Facilities, Services And Other Items Needed To Operate And Maintain The Plant. The Contractor Shall Be Responsible For The Cost Of Parts Or The Facility That May Have To Be Replaced During The Proving Period. B. The Contractor Shall For Thirty (30) Consecutive Day Demonstrate That The Completed Wtp Shall Operate In Accordance To Stated Performance Specifications And Parameters. C. The Contractor Shall Be Responsible For Making All Remedial Measures To Bring The Plant Performance And Efficiency To The Specified Level. Failure Of The Contractor To Complete All Remedial Measures Shall Authorize The Procuring Entity To Confiscate The Performance Security Or The Performance Guarantee Bond As The Case May Be And To Retain All Monies Due To The Contractor Without Prejudice To Procuring Entity's Right To File A Damage Suit. D. The Power Unit Cost Per Cubic Meter Of Treated Water At The Proposed Wtp Battery Limit Should Not Be More Than 0.15 Kwh/m3 E. The Annual Average Chemical Usage Should Not Exceed Php 1.00/m3 F. The Contractor Shall Provide One (1) Year Mechanical Warranty. G. The Contractor Shall Provide Lifetime Technical Advisory Service To The Procuring Entity. Xi. Bid Proposal Inclusions In The Preparation Of The Proposal, The Bidder Should Ensure That The Following Are Included In The Submission: 1. Technical Drawings A) Process Flow Diagram And P&id B) Site Development Plan C) Key Components Lay-out Plan D) Electrical Sld And Estimated Energy Requirement E) Conceptual Drawings And 3d Rendition Of The Water Treatment Plant And Other Facilities 2. Schedules A) Pert/cpm Network And Bar Chart/s-curve Schedule (design Stage And Construction Stage Should Be Well Defined In The Schedule. B) Manpower And Equipment Schedule C) Financial Periodic Cash Requirement 3. Capital Expenditures Proposal The Bid Should Have A Detailed Cost Breakdown Of The Components Of The Project: A) Detailed Engineering Design B) Water Treatment Plant C) Support Facilities D) Wastewater And Sludge Management Facility E) Utility Power Supply Including Transformers And Transformer Pad. F) Site Development (fencing, Road Network, Lightings, Drainage, Etc.) G) Commissioning And Testing H) Proving Period Cost Of The Inclusions Such As Hydrological And Geotechnical Studies, Site Surveys, And Insurances, May Be Individually Included In The Cost Breakdown Of The Components Where It Will Be Used. Proposal Should Also Include The Cost Of One (1) Month Of Testing And Commissioning. Cost Of Electricity And Chemicals To Be Used During The One-month Period Of Proof Of System Operations And De-bugging Must Be Become By The Bidder 4. Operations Expenditures Breakdown A Detailed Breakdown Of The Operations Expense Should Be Submitted With The Following Specifications: A) Power: • Include The Estimated Electric Consumption Starting From The Intake And The Wtp Process – Including Wastewater And Sludge Management Facility; • Electric Consumption Should Be Stated In Kwh Per Cubic Meter; • Electric Consumption Should Also Be Stated As A Philippine Peso Value Per Cubic Meter Using Php 9.00 Per Kwh As The Electric Cost. B) Chemicals: • Breakdown Of Chemical Consumption Per Cubic Meter Should Be Presented; • Chemical Consumption Per Cubic Meter Should Be Stated In Philippine Peso Value; Xii. Ded Submittal 1. Design Report, Construction And Shop Drawings A. The Design Report Shall Contain All Engineering Design Details Related To The Project Including Electrical And Mechanical Design, Structural Design And Bill Of Materials. All Design Calculations Shall Be Orderly Compiled And Submitted To The Procuring Entity As An Integral Part Of The Design Report. B. The Technical Specifications Of The Major Equipment Should Be Submitted C. The Drawings Shall Show The Complete Assembly Of The Plant With All The Equipment And Appurtenant Components. The Layout Shall Indicate The Relative Location Of The Plant With Respect To The Boundary Of The Lot. D. The Drawings Shall Show Complete Construction Details For Each Component, Piece Of Equipment, Support Structure And Access Facilities. 2. Drawings A. Drawings For Approval Drawings To Be Submitted By The Winning Bidder For Approval Shall Be Of Size A3. 3. Operation & Maintenance Manuals And List Of Spare Parts Prepare And Submit Draft Operation And Maintenance Manual With Lists Of Spare Parts For The Plant Including All Equipment, Thirty (30) Calendar Days Before The Intended Completion Date. Submit The Completed Operation And Maintenance Manual Within Two Weeks Of Receiving Review Comments In The Form Of Two Digital Copies On Cd And Four Hard Copies Using The Latest Versions Of Word And Autocad With Supplementary Drawing And Image Files In Pdf Format. Manuals Shall Be In Metric, A4 In Size With Three Ring Binders With Durable Hard Covers. Drawings Shall Be In Metric, A3 Size Covers And Held Together Using Three Removable Brass Male/female Screws. All Drawings Shall Be In A3 Size. The Operation And Maintenance Manuals Shall: I. Cover All Aspects Of The Works Ii. Provide 'general Principles Of Operation' For The Plant. The General Principles Of Operation Shall Be Prepared By The Designers And Should Include The Necessary Information For Operators To Effectively Operate And Maintain The Works. Iii. Incorporate Safety, Environmental And Quality Issues. Iv. Have Detailed Indexes And Cross Referencing. V. The Operations Manual And The Maintenance Manual Shall Be Bounded Separately. A. Operation Manual A Single Operation Manual Shall Be Provided For The Operation Of The Plant. The Manual Shall Include But Not Be Limited To: I. Title Page: Project, Procuring Entity's And Contractor’s Name, Address And Telephone Number And Contract Number. Ii. Index: Include A Comprehensive Index Iii. General Description • Location • Site Layout, Process And Instrumentation Diagrams, Hydraulic Profile • Description Of Process And Effluent Criteria • Design Criteria Iv. Safety Management V. Environmental Management Vi. Detail Operation (for Each Process Unit) • Describe Each Process Unit Including Size And Number Of Mechanical/ Electrical Units • Mode Of Operation (start, Shutdown, Manual And Auto Control) • Performance Criteria For Each Process Unit/facility • Sampling Points • Troubleshooting • Record Keeping Requirements • Duty Statements (for Operators) • Operating Procedures (covering Safely And Environmental Procedures) • Environmental And Emergency Response • Sampling And Monitoring Requirements - Include Performance Criteria For Each Process Unit - Monitoring Of The Receiving Environment (waterways, Noise And Odors) • Cross Reference To Maintenance Manuals - Provide Maintenance Manuals To Support This Operations Manual For All Mechanical And Electrical Equipment. B. Maintenance Manual Prepare Maintenance Manuals For All Individual Items Of Equipment. The Manuals Shall Include But Not Be Limited To: I. Title Page: Project, Procuring Entity's Name, Address And Telephone Number, Contractor's Name, Address And Telephone Number And Contract Number. Ii. Index: Include A Comprehensive Index. Iii. Description: A Full Description Of The Equipment With A Tabulation Of Dimensions And Performance Ratings. Iv. Principles Of Operation: Basic Working Description, Including Novel Features And Any Automatic Control. V. Operating Instructions: A Step-by-step Procedure Organized In Sections Containing The Following: • Pre-start Check-up • Starting • Continuous Operation • Stopping • Emergency Stopping • Abnormal Operation (as Applicable) Vi. Installation And Commissioning Instructions: Details Of Standards And Procedures For Transporting And Installing The Equipment. Including A Step-by-step Procedure For Mounting Or Erecting, Wiring And Lubricating The Equipment. Alignment Tolerances And Check Requirements Shall Be Stated. Vii. The Commissioning Instructions Shall Include Step By Step Procedures Before And During Start-up, After Starting And Operational Tests During Continuous Operation. Viii. Routine Maintenance - Step By Step Procedure For Preventive Maintenance Work Carried Out At Intervals Of 2 Weeks Or Less. Ix. Periodic Maintenance: Step By Step Procedure For Fault Correction And Preventive Maintenance Carried Out At Intervals In Excess Of Two Weeks, Involving Replacement Of Spare Parts And Consumables. A List Of Special Tools Shall Be Included. X. Test Data And Troubleshooting: Instructions To Qualified Tradesmen For Assessing The Operational Performance Of The Equipment. Xi. Spare Parts List: Illustrations And Schedules For Identification And Specifications Of All Items In The Equipment. Exploded Diagrams Are Required. The Recommended Spare Parts Stock For One Year Shall Be Indicated. Xiii. Personnel & Equipment Requirement The Bidder Must Demonstrate That It Has Designed And Constructed Similar Water Treatment Facilities And Has The Personnel For The Key Positions That Meet The Following Requirements: Item Position Total Work Experience (years) Similar Work Experience (years) 1 Project Manager 10 5 Design 2 Water Treatment Specialist (chemical Engineer) 5 3 3 Sanitary Engineer 5 2 4 Professional Mechanical Engineer 5 3 5 Professional Electrical Engineer 5 3 6 Structural Engineer 5 2 Build 7 Project Engineer 5 3 8 Civil Engineer 5 3 9 Mechanical Engineer 5 3 10 Electrical Engineer 5 3 11 Safety Officer 5 2 The Contractor Shall Provide Details Of The Proposed Personnel And Their Experience Records. C. Equipment The Contractor Must Demonstrate That It Will Have Access To The Key Equipment Listed Hereafter: Item Equipment Type And Characteristics Quantity 1 Dump Truck 1 2 Backhoe 1 3 Roller Compactor 1 4 Concrete Vibrator 1 5 Bagger Mixer 2 6 Bar Cutter 1 7 Welding Machine 1 8 Boom Truck 1

DEPT OF THE NAVY USA Tender

Machinery and Tools
United States
Closing Date24 Mar 2025
Tender AmountRefer Documents 
Description: Contact Information|4|n743.49|wva|7176052147|benjamin.t.spangler.civ@us.navy.mil| item Unique Identification And Valuation (jan 2023)|19|||||||||||||||||||| higher-level Contract Quality Requirement (navicp Review Feb 1991)(feb 1999)|1|see Specification Sections C And E.| inspection Of Supplies--fixed-price (aug 1996)|2||| inspection And Acceptance - Short Version|8||||||||| general Information-fob-destination|1|b| wide Area Workflow Payment Instructions (jan 2023)|16|stand-alone Receiving Report - Certifications Combo - Receiving Report & Invoice - Material |n/a|tbd|n00104|tbd|n39040 - Certifications, S4306a - Material |n50286|tbd|133.2|n/a|n/a|n39040 - Certifications |n/a |n/a|see Dd Form 1423 |port_ptnh_wawf_notification@navy.mil Benjamin.t.spangler.civ@us.navy.mil| navy Use Of Abilityone Support Contractor - Release Of Offeror Information (3-18))|1|| equal Opportunity (sep 2016)|2||| warranty Of Supplies Of A Noncomplex Nature (june 2003)|6|one Year From Date Of Delivery.|one Year From Date Of Delivery.||||| warranty Of Data--basic (mar 2014)|2||| first Article Approval--contractor Testing (sep 1989)|10|one|0001|30|180|benjamin.t.spangler.civ@us.navy.mil|||60|x|| buy American-free Trade Agreements-balance Of Payments Program-basic (feb 2024)|11|||||||||||| notice Of Total Small Business Set-aside (oct 2020)(deviation 2020-o0008)|1|| alternate A, Annual Representations And Certifications (oct 2024)|13|||||||||||||| buy American-free Trade Agreements-balance Of Payments Program Certificate-basic (feb 2024))|5|||||| buy American-balance Of Payments Program Certificate-basic (feb 2024)|1|| annual Representations And Certifications (jan 2025)|13|332919|750|||||||||||| notice Of Priority Rating For National Defense, Emergency Perpardeness, And Enrgy Progam Use (april 2008))|2|x|| evaluation Of First Article Testing|3|||x| 1.dd1423 Data Item A001 (inspection And Test Plan) May Be Waived If Already On File At Navsup Wss Mechanicsburg. 2. Portsmouth Nsy's Dodaac Has Changed From N00102 To N50286. Any Reference Ton00102 Within This Order Should Be Updated To N50286. 3. The Following Proposed Delivery Schedule Applies: submission Of Certification Data Cdrls Will Be On Or Before 20 Days Prior To Scheduled Delivery. fat Report 180 Days After Approval Of Pr approval Of Fat Report 60 Days After Receipt Pnsy Review/acceptance Of Certification Cdrls 6 Working Days After Receipt Of Certification Dd 1423 Cdrls. Final Delivery Of Material Will Be On Or Before 365 Days After Effective Date Of The Resulting Contract. 4. Any Contract Awarded As A Result Of This Solicitation Will Be "dx" Rated Order; "dx" Rated Order Certified For National Defense Use Under The Defense Priorities And Allocations System (dpas). 5. Navsup Wss Mechanicsburg Will Be Considering Past Performance In The Evaluation Of Offers In Accordance With Far 13.106(a)(2) And Dfars 252.213-7000. 6. If Drawings Are Included In The Solicitation, Access Needs To Be Requested On The Individual Solicitation Page On Contracts Opportunities On The Government's Beta.sam Website. After Requesting Access, Send An Email To The Primary Poc Listed On The Solicitation. 7. This Order Is Issued Pursuant To Emergency Acquisition Flexibilities (eaf). 8. This Solicitation Requires First Article Testing. See Far 52.209-3 First Article Approval - Contractor Testing. \ 1. Scope 1.1 The Material Covered In This Contract/purchase Order Will Be Used In A Crucial Shipboard System. The Use Of Incorrect Or Defective Material Would Create A High Probability Of Failure Resulting In Serious Personnel Injury, Loss Of Life, Loss Of Vital shipboard Systems, Or Loss Of The Ship Itself. Therefore, The Material Has Been Designated As Special Emphasis Material (level I, Scope Of Certification, Or Quality Assured) And Special Control Procedures Are Invoked To Ensure Receipt Of Correct Material. 2. Applicable Documents 2.1 Order Of Precedence - In The Event Of A Conflict Between The Text Of This Contract/purchase Order And The References And/or Drawings Cited Herein, The Text Of This Contract/purchase Order Must Take Precedence. Nothing In This Contract/purchase Order, however, Must Supersede Applicable Laws And Regulations Unless A Specific Exemption Has Been Obtained. 2.2 Applicable Documents - The Document(s) Listed Below Form A Part Of This Contract/purchase Order Including Modifications Or Exclusions. 2.2.1 Specification Revisions - The Specification Revisions Listed Under "documents References" Below Are The Preferred Revision. Older And/or Newer R Evisions Are Acceptable When Listed Within Contract Support Library Reference Number Csd155 In Ecds (electric contractor Data Submission) At: Ht Tps://register.nslc.navy.mil/. This Is To Allow Contractors To Use Certain Acceptable Older Specification Revisions To Purge Their Existing Stock Of Material Certified To Those Older Revisions Or To Use Newer Specification revisions When Material Is Certified To Newly Released Revisions,without Requiring The Submittal Of Waiver/deviation Requests For Each Specification Revision On Every Contract. Revisions Of Specifications Reflecting Editorial And/or Re-approval (e.g. E2009, r2014, Etc.) Are Considered Inconsequential, But Are Acceptable When Their Revisions Are Listedwithin Csd155 Or Elsewhere Within This Contract. 2.2.2 Documents, Drawings, And Publications Supplied Are Listed Under "drawing Number". These Items Should Be Retained Until An Award Is Made. 2.2.3 "document References" Listed Below Must Be Obtained By The Contractor. Ordering Information Is Included As An Attachment To This Contract/purchase Order. drawing Data=2177934 |80064| N| |d|0001 | N|49998|9999999 document Ref Data=fed-std-h28 | | |b |190424|a| | | document Ref Data=fed-std-h28 |0020| |b |941221|a| |01| document Ref Data=ansi/asq Z1.4 | | | |080101|a| | | document Ref Data=astm-b164 | | | |030610|a| | | document Ref Data=qq-n-281 | | |d |851023|a|2 | | document Ref Data=astm-b564 | | | |191101|a| | | document Ref Data=mil-std-792 | | |f |060519|a| | | document Ref Data=iso_9001 | | | |081115|a| | | document Ref Data=iso10012 | | | |030415|a| | | document Ref Data=mil-dtl-15024 | | |g |180303|a| | | document Ref Data=mil-c-15726 | | |f |911008|a|1 | | document Ref Data=iso/iec 17025 | | | |050515|a| | | document Ref Data=mil-c-24679 | | | |880506|a| | | document Ref Data=mil-i-45208 | | |a |810724|a|1 | | document Ref Data=mil-std-45662 | | |a |880801|a| | | document Ref Data=ansi/ncsl Z540.3 | | | |130326|a| | | document Ref Data=0900-lp-001-7000 | | | |810101|c| |01| document Ref Data=s9074-aq-gib-010/248 | | |1 |191112|a| | | document Ref Data=s9074-ar-gib-010a/278 (chg A) | | | |130214|a| | | 3. Requirements 3.1 ;complete Globe In-line Stop Valve Must Be In Accordance With Navships Drawing 803-2177934 Assembly No. 803-2177934-c311af, Except As Amplified Or Modified Herein.; 3.2 Material For Parts Requiring Certification - Quantitative Chemical And Mechanical Analysis Is Required For The Parts Listed Below Unless Specifically Stated Otherwise: part - ;body; Piece No.1; material - ;hot Forged Mil-c-24679 Alloy C71500; part - ;bonnet; Piece No.85; material - ;forged Per Mil-c-24679, Alloy C71500 Or Rod Mil-c-15726 Alloy C71500; part - ;bonnet Ring; Piece No.4; material - ;qq-n-281 (form 2) Forged And Hot Finished, Or Qq-n-281 (form 1) Cold Drawn (stress Relieved) Bar; Or Astm-b564 Forged, Uns N04400; Or Astm-b164, Uns N04400. Bonnet Ring Must Meet The Minimum Properties As Stated In Note 4, Sheet 2 Of Drawing 803-2177934 And General Note 4.8 Of Drawing 803-2177934.; part - ;stem, Piece No. 70 And Disk, Piece 8; material - ;qq-n-281 Class A Or B Or Astm B-164, Uns N0400 And Meeting The Requirements Of General Note 4.8 Of Drawing 803-2177934; 3.3 Testing Certification - Certifications Are Required For The Following Tests On The Items Listed Below. Additional Testing On Other Piece Parts (if Any) Per Applicable Drawings And Specifications Is Still Required, But Certifications Are Only Required As listed Below. test - Pressure Tests item - Each Assembly performance - ;general Note 1.2 Of Drawing 2177934; acceptance - ;general Note 1.2 Of Drawing 2177934; test - Non-destructive Tests item - ;weld Repair And/or Production Weld (as Applicable); performance - Per Applicable Fabrication Specification acceptance - Per Applicable Fabrication Specification 3.4 The Pressure Tolerance Must Be As Specified In The Assembly Drawing, Detail Drawing, Design Specification Or Elsewhere In This Contract. Where Pressure Tolerances Are Not Provided By Drawings, Specifications Or Specified Elsewhere In This Contract, The following Must Be Used: For Pressure Tests Below 100 Psig, The Pressure Tolerance Must Be +1 Psig / -0 Psig. For Pressure Tests At Or Above 100 Psig Up To And Including 2500 Psig, The Pressure Tolerance Must Be +2% / -0 Psig Rounded Off To The Nearest Multiple Of The Smallest Graduation On An Analog Test Pressure Gauge, Not To Exceed 50 Psig. For Pressure Tests Above 2500 Psig, The Pressure Tolerance Must Be +2% / -0 Psig, Rounded Off To The Nearest Multiple Of The Smallest Graduation On An Analog Test Pressure Gauge, Not To Exceed 200 Psig. the Pressure Test Time Tolerance Must Be As Specified In The Assembly Drawing, Detail Drawing, Design Specification Or Elsewhere In This Contract. Where Pressure Test Time Tolerances Are Not Provided By Drawings, Specifications Or Specified Elsewhere In This contract, The Following Must Be Used: For A Test Duration Up To And Including 1 Hour, The Tolerance Must Be +5 Minutes / - 0 Minutes. For A Test Duration Of More Than 1 Hour Up To And Including 24 Hours, The Tolerance Must Be +30 Minutes / - 0 Minutes. For A Test Duration Of More Than 24 Hours, The Tolerance Must Be +60 Minutes / - 0 Minutes. 3.5 Specification Change - For Qq-n-281, Class B Material: 1 - Footnote 9 To Table Ii Of Qq-n-281 Does Not Apply. 2 - When Starting Material Is Round Bar Greater Than 3" Dia, The Mechanical Properties Of Hex Bar Apply. 3.6 First Article Approval (contractor Testing) - First Article Test (fat) And Approval Is Required. 3.7 Welding Or Brazing - When Welding, Brazing, And Allied Processes Are Required, As Invoked By Section C Paragraph 3 Requirements, They Must Be In Accordance With S9074-ar-gib-010a/278, 0900-lp-001-7000 For Brazing Of Piping And Pressure Vessel Applications, or S9074-aq-gib-010/248 For Brazing Of Other Applications. For All Production And Repair Welding And Brazing Personnel And Procedures Must Be Qualified Under S9074-aq-gib-010/248 Or 0900-lp-001-7000, As Applicable. Procedures And Qualification Data Must Be submitted For Review And Approval Prior To Performing Any Welding Or Brazing. 3.8 Internal Threads - All Internal Threads Must Be Formed By Cutting. Cold Forming Of Internal Threads Is Not Acceptable. 3.9 Thread Inspection Requirements - All Threads On Threaded Parts Must Be Inspected Using Appropriate Inspection Methods, Inspection Systems, And Inspection Gages/instruments In Accordance With Fed-std-h28 Series. Substitution Of Thecommercial Equivalent inspection In Accordance With Asme B1 Series Is Acceptable. 3.9.1 System 21 Of Fed-std-h28/20 Must Be Used As A Minimum Inspection Requirement For Threads When The Design Drawing Or Design Specification Does Not Specify An Inspection Requirement. 3.9.2 For Navy And Shipyard Drawings, System 21 Of Fed-std-h28/20 May Be Substituted For System 22 Without Further Navy Approval When The Design Drawing Invokes System 22 And Does Not Cite Governing Specifications That Specifically Require System 22. System 22 of Fed-std-h28/20 Must Be Used When The Drawing References Other Governing Specifications That Specifically Require System 22, Such As Certain Thread Types Of Mil-dtl-1222. 3.9.3 A Written Request For Concurrence Must Be Submitted When Utilizing Alternative Measuring Equipment Or Measuring Systems Not Applicable To The Specified Inspection System. 3.10 O-ring Grooves And Mating Sealing Surfaces Must Be Inspected Per The Contractually Invoked Drawings Or Specifications. When The Drawings Or Specifications Do Not Provide Specific Defect Criteria Or State That No Defects Are Allowed, The General acceptance Criteria (gac) Standard Must Be Used For Inspecting O-ring Grooves And Mating Sealing Surfaces Only. Repairs To Sealing Surfaces And O-ring Grooves With Unacceptable Defects May Be Accomplished Within The Limits Of The Size And Tolerances Provided in The Applicable Drawing. Repairs Thatwould Exceed These Limits Require Approval (including Final Dimensions). The Data That Is Red Lined (crossed Out) Is Excluded From The Gac For This Contract And Is Not To Be Used For Acceptance Or Rejection Criteria. the Gac Document Is Identified As Contract Support Library Reference Number Csd008 At Https://register.nslc.navy.mil/ 3.11 Component Identification Description (cid) - When Applicable Drawing(s) And/or Specification(s) Specify That A Nameplate Or Identification Plate Is Required, The Cid Number ( ;cid 887055472; ) Must Be Added. When No Plate Is Specified, An Identification plate In Accordance With Mil-dtl-15024, Type "c" On Brass Or Type "h" On Aluminum Must Be Securely Attached To Each Assembly Showing The Above Cid Number. No Assembly Must Be Shipped Without The Cid Number Attached. 3.12 Navsea 0948-lp-045-7010 - Any Applicable Requirements Of Navships 4410.17,navsea 0948-lp-045-7010, Or 0948-045-7010 Which The Contractor Must Meet Are Included In This Contract/purchase Order. The Above Documents Are For Governmentuse Only. Further application Of The Above Documents Is Prohibited.prohibited. 3.12.1 Marking Of Material With A Material Designator Per The Drawing Is Also Prohibited, With The Exception Of Fasteners. Fasteners Must Be Marked With A Material Symbol/designator As Specified Elsewhere In This Contract. 3.13 Certificate Of Compliance - (special Emphasis Material) The Contractor Must Prepare And Submit A Certificate Of Compliance Certifying That The Items/components Furnished Under This Contract Comply With The Requirements Of The Procurement Document, including Any/all Invoked Specifications And Drawings. 3.14 Configuration Control - The Contractor Must Maintain The Total Equipment Baseline Configuration. For Items Of Proprietary Design, Contractor Drawings Showing The Latest Assembly Configuration Must Be Provided To The Government In Electronic (c4) Format. definitions Are Provided Elsewhere In The Contract/purchase Order. 3.14.1 Waivers/deviations - All Waivers And Deviations, Regardless Of Significance Or Classification Require Review And Approval By The Contracting Officer. Waivers And Deviations Must Be Designated As Critical, Major, Or Minor. The Contractor Must Provide a Copy Of This Request To The Qar. Requests Must Include The Information Listed Below. A. A Complete Description Of The Contract Requirement Affected And The Nature Of The Waiver/deviation (non-conformance), Including A Classification Of Critical, Major, Or Minor. B. Number Of Units (and Serial/lot Numbers) To Be Delivered In This Configuration. C. Any Impacts To Logistics Support Elements (such As Software, Manuals, Spares, Tools, And Similar) Being Utilized By Government Personnel Or Impacts To The Operational Use Of The Product. D. Information About Remedial Action Being Taken To Prevent Reoccurrence Of The Non-conformance. 3.14.2 All Requests For Waivers/deviations On Navsup-wss Contracts Must Be Submitted To The Navsup Wss Contracting Specialist Via Email. 3.14.3 Ecps - The Government Will Maintain Configuration Control And Change Authority For All Modifications Or Changes Affecting Form, Fit, Function, Or Interface Parameters Of The Equipment And Its Sub-assemblies. The Contractor Must Submit An Engineering change Proposal (ecp) For Any Class I Or Ii Changes That Impact The Equipment Covered By This Contract. Ecps Must Be Prepared In Contractor Format, And Must Include The Following Information: A. The Change Priority, Change Classification (class I Or Class Ii), And Change Justification. B. A Complete Description Of The Change To Be Made And The Need For That Change. C. A Complete Listing Of Other Configuration Items Impacted By The Proposed Change And A Description Of The Impact On Those Cis. D. Proposed Changes To Documents Controlled By The Government. E. Proposed Serial/lot Number Effectivities Of Units To Be Produced In, Or Retrofitted To, The Proposed Configuration. F. Recommendations About The Way A Retrofit Should Be Accomplished. G. Impacts To Any Logistics Support Elements (such As Software, Manuals, Spares, Tools, And Similar) Being Utilized By Government Personnel In Support Of The Product. H. Impacts To The Operational Use Of The Product. I. Complete Estimated Life-cycle Cost Impact Of The Proposed Change. J. Milestones Relating To The Processing And Implementation Of The Engineering Change. 3.15 Mercury Free - Mercury And Mercury Containing Compounds Must Not Be Intentionally Added Or Come In Direct Contact With Hardware Or Supplies Furnished Under This Contract. Mercury Contamination Of The Material Will Be Cause For Rejection. ^ Quality Assurance Requirements ^ 3.16 See Cdrl Di-misc-80678 (test Certification) - A Statement Of Tests Performed, Listing The Pieces Tested Must Be Furnished Along With A Copy Of The Test Results. Certification Must Include The Contractor's Name, Address And Date, Quantity Inspected, identified To The Contract/purchase Order And Item Number, And The Contractor's Or Authorized Personnel's Signature. Test Certifications Must Reference The Standard/specification, Including The Revision, To Which The Testing Was Performed And The Acceptance criteria Used. Test Procedure Numbers May Also Be Referenced On Test Reports. Test Reports On Weldments Must Be Identified To Weld Joint And Layer. 3.17 Welding Requirements - When Production Or Repair Welding Is Required, The Applicable Welding Procedure(s) And Qualification Data Must Be Submitted For Review And Approval. In Addition, The Consumed Weld Metal C Of C As Defined Below Must Be Submitted As part Of The Certification Oqe Package Submitted By The Contractor. note: These Requirements Do Not Apply To Tack/spot Welds When The Conditions Of Section 4.2.1.1 Of S9074-ar-gib-010a/278 Are Met. 3.17.1 Approval Of The Contractor's Qualification Data Must Be Obtained Prior To Performing Any Welding (production Or Repair). 3.17.2 If The Contractors Qualification Data Has Previously Been Approved By The Navy For Other Contracts, A Copy Of The Original Approval Letter May Be Submitted Along With The Procedures And Qualification Data Report To Expedite The Approval Process. The approval Letter Must Reference The Applicable Welding Procedure And Qualification Data Report Identification/number. Prior Approval Does Not Guarantee Acceptance For This Or Any Future Contracts. As Far As Practical, All Procedures For The Contract Must Be submitted At The Same Time. Welding Procedures And Qualification Data Must Be Submitted In A Commercially Available Electronic Format Such As Adobe Acrobat Pdf. The Contractor Must State The Applicability Of Each Weld Procedure And Qualification Data Submitted, citing The Drawing Number And Pieces To Be Welded. (i.e. ''wp-123 And Qd-123 Are Submitted For The Weld Joint Between Pieces 1 And 2 On Drawing Abc'.' Wp-456 And Qd-456 Are Submitted For The Hardfacing Of Piece 3 On Drawing Xyz'') 3.17.3 The Pco's Authorization For The Use Of Weld Procedure(s) And Qualification Data For The Specific Application As Submitted Does Not Mitigate The Vendors Responsibility To Comply With The Requirements Of S9074-aq-gib-010/248, S9074-ar-gib-010a/278, And the Contract. 3.17.4 Authority For The Repair Of Special Repairs In Castings, The Repair Of Wrought Material, Or The Repair Of Forged Material Must Be Obtained Via Request For Waiver From The Procurement Contracting Officer. This Request Must Describe The Defect; Including size, Depth, Location, And A Description Of The Proposed Repair. Repairs Deemed Minor Or Nominal In Accordance With S9074-ar-gib-010/278 Can Be Made At Contractor Discretion In Accordance With S9074-ar-gib-010/278 Requirements; However, Weld Procedure specification (wps) And Procedure Qualification Record (pqr) Submittals Are Still Required. This Request For Navsup-wss Contracts Must Be Submitted Via The Electronic Contractor Data Submission (ecds) Application. 3.17.5 Any New Procedure Qualification Performed Under This Contract Will Require The Vendor To Provide A Minimum 72 Hour Notification To Dcma With An Offer To Observe The Welding Of The Test Assemblies. The 72 Hour Time Limit May Be Modified Upon Mutual agreement Between The Vendor And Dcma. 3.17.6 When Drawings Require Hardfacing Surface Iron Or Nickel Content Not To Exceed 5%, The Contractor Must Verify Surface Iron Or Nickel Content By Performing Chemical Testing As Defined By The Applicable Drawing. The Chemical Test Results Must Be Submitted as Part Of The Qualification Data. 3.17.7 Additional Qualification Requirements For Production Hardfacing Thickness Less Than 1/8-inch: Macro-etch (or Legible Photomacrographs Clearly Showing The Fusion Area) Must Be Submitted For Review And Show Consistent, Minimized Dilution. All Essential elements And Any Elements Not Listed In S9074-aq-gib-010/248 That Influence Dilution Must Be In The Qualification Data And Weld Procedure, With Strict Limits Placed On Each Essential Element. 3.17.8 Preparation And Retention Of Weld Records Is Required, As Specified By Paragraph 4.1.3 Of S9074-ar-gib-010a/278. 3.17.9 When Production Or Repair Welding Is Required On Titanium Materials, The Applicable Fabrication Plan, Facilities Procedure, Training Plan, And Active Welder Qualification Must Also Be Submitted For Review And Approval. 3.17.10 If The Contractor's Fabrication Plan, Facilities Procedure, Training Plan, Or Active Welder Qualification Has Previously Been Approved By The Navy For Other Contracts, A Copy Of The Original Approval Letter May Be Submitted Along With The Applicable documentation To Expedite The Approval Process. The Approval Letter Must Reference The Applicable Documentation. Prior Approval Does Not Guarantee Acceptance For This Or Any Future Contracts. The Contractor's Fabrication Plan, Facilities Procedure, Training plan, And Active Welder Qualification Must Be Submitted At The Same Time As The Applicable Welding Procedure(s) And Weld Procedure Qualification Data. All Documentation Must Be Submitted In A Commercially Available Electronic Format, Such As Adobe Acrobat Pdf. 3.17.11 A Certificate Of Compliance Is Required For All Weld Filler Metals Used For Production Or Repair Welding, And Must Include The Following: a) Filler Metal Lot Number(s) b) Specification And Type c) A Positive Statement That The Vendor Has Obtained Oqe And Verified Thateach Lot Of Weld Filler Material Conforms To Specification Requirements. d) A Positive Statement Verifying That The Weld Filler Metals Were The Correct Material Type Or Grade Prior To Consumption. 3.17.12 When Production Welds Or Repair Welds Are Performed By A Subcontractor,the Requirement For Submission Of All Certification Documentation Required Herein Must Be Passed Down To The Subcontractor. 3.18 See Cdrl Di-ndti-80809 (first Article Testing) - First Article Test/inspection (contractor) - The Contractor Must Conduct ;non-destructive; First Article Test/inspection On ;1 (one); Unit(s) In Accordance With Requirements ;of General Note 7 Of Drawing 803-2177934; . 3.19 Quality System Requirements - The Contractor Furnishing Items Under This Contract/purchase Order Must Provide And Maintain A Quality System In Accordance With Iso-9001 As Amplified Or Modified Herein, With The Calibration System Requirements Of Iso-10012 or Ansi-z540.3 With Iso-17025. A Quality System In Accordance With Mil-i-45208, With The Calibration System Requirements Of Mil-std-45662, Is Acceptable As An Alternate. 3.19.1 The Contractor's Quality System And Products Supplied Under The System Are Subject To Evaluation, Verification Inspection, And Acceptance/nonacceptance By The Government Representative To Determine The System's Effectiveness In Meeting The Quality requirements Established In The Contract/purchase Order. 3.19.2 The Contractor's Quality System Must Be Documented And Must Be Available For Review By The Contracting Officer Or His Representative Prior To Initiation Of Production And Throughout The Life Of The Contract. The Prime Contractor Must, Upon notification, Make His Facilities Available For Audit By The Contracting Officer Or His Authorized Representative. 3.19.3 See Cdrl Di-qcic-81110 (inspection System Procedures) - All Suppliers Of Level I/subsafe (li/ss) Material Are Required To Submit A Copy Of Their Current Documented Quality System Procedures To The Procurement Contracting Officer (pco) Prior To Award Of any Contract/purchase Order. Suppliers That Have A Copy Of Their Current Quality System Procedures On File At The Procuring Activity May Request The Pco Waive This Requirement. 3.19.4 This Contract Provides For The Performance Of Government Quality Assurance At Source. The Place Or Places Of Performance May Not Be Changed Without The Authorization Of The Procurement Contracting Officer. Upon Receipt Of This Order, Promptly notify The Government Representative Who Normally Services Your Plant So That Appropriate Planning For Government Inspection Can Be Accomplished. If You Do Not Have An Assigned Government Representative, Notify The Nearest Defense Contract Management Agency (dcma) Office. In The Event That A Local Government Representative Or Dcma Office Cannot Be Located, Our Purchasing Agent Should Be Notified Immediately. 3.19.5 Any Changes Made By The Contractor To A Qualified Quality System Will Require Re-submittal To The Pco And Concurrence By The Government Quality Assurance Representative Prior To Adoption. 3.20 Contractor Inspection Requirements - The Contractor Must Maintain Adequate Records Of All Inspections And Tests. The Records Must Indicate The Nature And Number Of Observations Made, The Number And Type Of Deficiencies Found, The Quantities Approved And rejected And The Nature Of Corrective Action Taken As Appropriate. Inspection Records Must Be Traceable To The Material Inspected. 3.20.1 The Supplier's Gages, Measuring And Test Equipment Must Be Made Available For Use By The Government Representative When Required To Determine Conformance With Contract Requirements. When Conditions Warrant, The Supplier's Personnel Must Be Made available For Operations Of Such Devices And For Verification Of Their Accuracy And Condition. 3.20.2 All Documents And Reference Data Applicable To This Contract Must Be Available For Review By The Government Representative. Copies Of Documents Required For Government Inspection Purposes Must Be Furnished In Accordance With The Instructions Provided by The Government Representative. 3.21 Subcontractor Inspection Requirements - The Government Has The Right To Inspect At Source, Any Supplies Or Services That Were Not Manufactured Or Performed Within The Contractor's Facility. Such Inspection Can Only Be Requested By Or Under Authorization of The Government Representative. Any Purchasing Documents To A Subcontractor Must Cite The Applicable Portions Of The Contractually Invoked Quality System (e.g. Calibration Requirements), Plus Any Product Requirements That Apply To The Supplies Being purchased. When The Government Elects To Perform Source Inspection At The Subcontractor's Facility, Applicable Purchase Documents Must Be Annotated With The Following Statement: "a Government Inspection Is Required Prior To Shipment From Your Plant. Upon receipt Of This Order, Promptly Notify The Government Representative Who Normally Services Your Plant So That Appropriate Planning For Government Inspection Can Be Accomplished. If You Do Not Have An Assigned Government Representative, Notify The Nearest defense Contract Management Agency (dcma) Office. In The Event That A Local Government Representative Or Dcma Office Cannot Be Located, Our Purchasing Agent Should Be Notified Immediately." 3.21.1 The Prime Contractor's Program Must Include Procedures To Assess The Capability Of The Prospective Suppliers To Produce The Products Or Supply The Services In Accordance With The Contract, Prior To The Issuance Of Any Purchase Document. 3.21.2 Each Sub-tier Supplier Of Material Or Services For Items In Section 3 Of This Contract Must Be Subjected To A Periodic Review Or Audit By The Prime To Determine The Continued Capability Of The Supplier To Control The Quality Of The Products Or Services specified In The Purchase Order Or Contract. 3.21.3 The Prime Contractor Must Ensure That The Purchased Product Conformsto Specified Purchase Requirements And This Contract. The Type And Extent Of Control Applied To The Supplier And The Purchased Product Must Be Dependent Upon The Effect Of The purchased Product On The End Item Represented By This Contract. 3.21.4 The Prime Contractor Must Evaluate The Requirements Of The Contractand Select Suppliers Based On Their Ability To Supply The Product In Accordance With The Prime Contractor's Requirements And The Contract. Criteria For Selection And Evaluation Must Be established. Records Of This Effort Must Be Available For Review By The Government. 3.21.5 The Prime Contractor's Supplier Quality Assurance Program Must Provide For A Review Of Purchase Documents To Assure Applicable Quality Requirements Are Included Or Referenced In The Documentation For Compliance By The Supplier. 3.22 Government Furnished Material And/or Equipment (gfm/gfe) - When Material Or Equipment Is Furnished By The Government, The Contractor Must Develop Documented Control Procedures That Require At Least The Following: 3.22.1 Visual Examination Upon Receipt To Detect Damage During Transit. 3.22.2 Inspection For Completeness And Proper Type. 3.22.3 Verification Of Material Quality Received. 3.22.4 Periodic Inspection And Precautions To Assure Adequate Storage Conditions And To Guard Against Damage From Handling And Deterioration During Storage. 3.22.5 Functional Testing, Either Prior To Or After Installation, Or Both, As Required By The Contract To Determine Satisfactory Operation. 3.22.6 Identification And Protection From Improper Use Or Disposition. 3.22.7 Reporting To The Government, Any Gfm Or Gfe Property Found Damaged, Malfunctioning, Or Otherwise Unsuitable For Use. In The Event Of Damage Or Malfunction During Or After Installation, The Supplier Must Determine And Record Probable Cause And necessity For Withholding The Material From Use. 3.22.8 For Gfe Material, And As Required By The Terms Of The Bailment Agreement, The Supplier Must Establish Procedures For Adequate Storage, Maintenance, And Inspection Of Bailed Government Material. Records Of All Inspection And Maintenance Performed On bailed Property Must Be Maintained. 3.22.9 Material Returned To The Contractor Must Be Handled As Gfm. 3.23 Traceability And Certification Requirements - To Assure That Correct Materials Are Installed In Level I/subsafe Systems, It Is Imperative That Traceability Be Maintained From The Material To The Material Certification Test Report And Other Required objective Quality Evidence (oqe). The Material Certification Report Must Completely And Accurately Reflect That The Material Supplied Meets The Specified Requirements. Materials Requiring Traceability And Certification Data Are Identified Within Paragraph 3, section C Of This Contract/purchase Order. 3.23.1 The Following Provides The Minimum Requirements For Maintaining Material Traceability And Supplements The Requirements Specified In Di-misc-81020 And Elsewhere In The Contract/purchase Order. The Contractor Must Develop Written Procedures That implement The Material Control Requirements Stated Herein And Elsewhere In This Contract/purchase Order. 3.24 Material Traceability - The Certification Data Report Must Be Identified Through A Unique Traceability Number, Heat-lot Number, Or Heat-treat Number, As Applicable, Which Must Also Be Marked On The Material. This Traceability Marking On The Material Must provide Direct Traceability To The Material's Chemical Composition And Mechanical Properties Certification Data. For Material Produced By Batch, Continuous Cast, Or Continuous Pour Processes, Samples Must Be Taken No Less Than Once In Every Eight Hours Of operation For The Purpose Of Validating Proper Chemical Composition And Mechanical Properties. Traceability Must Be Maintained Through All Process Operations Including Any Subcontracted Operations, To The Finished Component. 3.24.1 Material Marking For Traceability And Identification - The Following Are The Minimum Marking Requirements. Additional/alternate Marking Requirements, If Applicable, Will Be Specified Elsewhere In The Contract/purchase Order. In Addition To The marking Requirements On Applicable Drawings And/or Specifications, Marking For Traceability Is Required. All Traceability Markings Must Be Permanently Applied In Accordance With Mil-std-792 (except As Specified Below). An Alternate Marking Method Is permissible Provided It Is An Available Option In The Contractually Invoked Specification Or Drawing, Except In Instances Where The Material Has Been Modified By This Contract/purchase Order And Differs From That Specified In The Specification Or Drawing. 3.24.2 Traceability Markings For Items With Precision Machined Or Plated Surfaces, Or Material With Suitable Marking Surface Areas Less Than 3/8 Inches Square (either 3/8" X 3/8" Or An Area Equal To 0.1406 Inches Square) Must Be Applied To A Durable Tag And the Tag Securely Affixed To The Material. 3.24.3 Traceability Markings Must Be Maintained Through Assembly, And Whenever Possible Must Be Visible After Assembly. For Items Where The Marking Is Not Visible After Assembly, A Durable Tag Must Be Securely Attached To The Assembly Identifying The Part number, Piece Number, Traceability Number, And The Location Of The Permanent Mark. 3.24.4 Marking Must Be Legible And Must Be Located So As To Not Affect The Form, Fit, And Function Of The Material. ;; 3.25 See Cdrl Di-misc-81020 (chemical And Mechanical) - Material Certification - In Addition To The Certification Data Requirements Specified In Di-misc-81020, The Following Material Certification Requirements Apply: 3.25.1 Quantitative Chemical And Mechanical Analysis Of Material Traceable To Traceability Markings Is Required. Material Certification Test Reports Must Include The Class, Form, Condition, Grade, Type, Finish, And/or Composition, As Applicable, Of The material Supplied. 3.25.2 Re-identification And Re-certification Of Material Is Required When The Material Is Subjected To A Process Which Alters It's Properties. If The Starting Material Or Raw Stock Is Processed In A Manner That Will Not Affect Its Chemical Composition Or mechanical Properties, The Original Certifications For The Chemical Composition And Mechanical Properties, As Required By The Material Specification, Are Acceptable. Re-certification Of The Chemical Or Mechanical Properties Is Required If A Process Is Used during Fabrication That Alters The Original Properties Of The Material (e.g. Alloying, Heat Treating, Or Forming). In These Instances, The Properties Of The Material Must Be Re-determined And Documented To Reflect The Altered Condition. The Altered Material must Be Uniquely Re-identified With A New Traceability Number. The Properties Thus Determined And Documented, Are Required For Final Certification And Must Conform To The Material Specification Or The Contract/purchase Order Requirements. When Only The mechanical Properties Are Altered, The Original Certification Forchemical Composition Must Be Overstamped And Annotated With The Unique Traceability Material And At A Minimum Contain The Information Below. 3.25.3 Material Certification Data Forwarded By The Manufacturer Must Contain A Signed Certification That The Report Results Represent The Actual Attributes Of The Material Furnished And Indicate Full Compliance With All Applicable Specification And Contract requirements. Transcription Of Certification Data Is Prohibited. 3.25.4 Electronic Signatures. 3.25.5 Electronic Signatures On Level I Certification Documents Are Considered Equivalent To Handwritten Signatures. 3.25.6 Suppliers That Use Electronic Signatures To Authenticate Company Certifications And Reports Must Ensure That Process Is Controlled And Unique To The Individual Signing The Document. The Signer Must Take A Distinct Action To Electronically Sign The document. 3.25.7 Suppliers Must Develop One Method Of Authentication To Be Provided At The Time Of Signature. The Authentication Method Must Be Based On Something Known Only To The Signer (e.g., A Password) Or Based On Something Only The Signer Possesses (e.g., A Card or Other Device). 3.25.8 Electronic Signature Applications Must Not Allow Unauthorized Users Tochange Electronically Signed Documents Or Records. All Changes To Electronically Signed Documents Or Records Made By Authorized Users Must Be Revision- Or Date-controlled, Must identify The Person Making The Change, And Must Clearly Reflect That The Document Or Record Has Been Revised. 3.25.9 The Prime Contractor, As A Minimum, Must Flow Down The Electronic Signature Requirements To Their Sub-tier Suppliers And Sub-contractors That Provide Electronically Signed Company Certifications And Reports To Ensure That They Have A Procedure To control And Identify Unique Processes For Only Allowing Authorized Individuals To Sign Documents. 3.25.10 Statements On Material Certification Documents Must Be Positive And Unqualified. Disclaimers Such As "to The Best Of Our Knowledge" Or "we Believe The Information Contained Herein Is True" Are Not Acceptable. 3.25.11 If Material Is Received Without The Required Certification Papers Or With Incorrect/missing Data On The Certification Papers, The Material Will Be Rejected. 3.25.12 Revisions Of Oqe Must Be Provided By The Originating Organization And Must Include A Description Of The Data Modified Along With The Proper Signature Requirements Herein. 3.25.13 In Cases Of Foreign Certification, Conversion Of Foreign Language Unitsof Measure And Properties Measured Into U.s. Units Of Measure Must Be Annotated On The Furnished Foreign Certifications, If Space Permits, Or Placed On An Addendum In The Same format As The Foreign Certification Data. Such Conversion Must Be Identified As To Origin With Name, Title, And Signature Of The Authorized Representative Of The Company Making The Conversion. 3.25.14 The Certification Data Requirements Contained In This Appendix Must Beinvoked On The Prime Contractor Who Must Delegate These Requirements To All Sub-tier Contractors Supplying Level I Material. 3.26 Material Handling - The Written Material Control Process Must Include The Following: 3.26.1 All Raw Materials Must Have Traceability Markings (except As Specified Below). 3.26.2 Stored Raw Materials Requiring Traceability Must Be Segregated To Preclude Intermingling With Materials Not Requiring Traceability. 3.26.3 When Traceability Markings Will Be Removed By A Manufacturing Or Fabrication Process, The Marking Must Be Recorded Prior To Removal And Be Immediately Restored Upon Completion Of The Process. If This Cannot Be Done Or Is Impractical, An Appropriate material Control Procedure (such As A Bag And Tag, Tagging, And/or Tote Box Control) Must Be Employed. The Material Control Procedure Must Provide A Method Of Positive Control To Preclude Commingling Of Heats/lots Or Loss Of Traceability. The Traceability marking Must Be Reapplied Upon Completion Of The Final Manufacturing Process. 3.26.4 Brazing Or Weld Filler Metals For Strength Welds Forming Or Integral With Pressure Containing Components Or Assemblies Requiring Traceability Must Be Verified To Be The Correct Material, And Type Or Grade, As Applicable, Prior To Consumption. At A minimum, Material Verification Must Consist Of Inspection Of Material Test Reports For Conformance To Specified Requirements. Control Of Welding And Brazing Filler Metals Must Be Maintained To The Point Of Consumption To Assure Use Of The Correct Type And grade. Markings And Traceability Requirements Do Not Apply To Brazing And Weld Filler Metals After Consumption. It Is The Responsibility Of The Prime Contractor To Ensure Conformance With The Above Requirements On Welds Performed By Their Subcontractors. 3.26.5 Purchase Orders For Raw Material Must Specify That The Material Be Traceable To Material Certification Test Reports By Traceability Markings On The Material And Identified On The Test Reports. The Certification Data Requirements Contained In di-misc-81020 Must Be Invoked By The Prime Contractor On All Subcontractors Supplying Level I Material. 3.26.6 The Material Control Process Must Include Requirements For The Maintenance Of Traceability For Items Sent Out For Subcontracted Operations. If Such Operations Would Remove Traceability Markings, Purchase Or Work Orders Must Specify A Method And Marking location For Remarking. The Contractor Must Also Ensure That Subcontractor Production Controls Are Adequate To Preclude Commingling Of Materials During Processing. 3.27 Receiving Inspection - 3.27.1 Products And Services Produced By Sub-tier Suppliers For Incorporation In The Contract End Item Must Be Subject To Inspection Or Audit At The Time Of Receipt By The Prime Prior To Further Processing Within The Prime Contractor's Plant Or Shipment To another Location. 3.27.2 Receiving Inspection Must Include As A Minimum - verification That The Traceability Marking On The Material Agrees With That On The Certification Test Reports. verification That Certification Test Reports Are Legible And Complete. verification That The Contents Of The Certification Test Reports Are In Compliance With The Contractually Invoked Specifications And Requirements. 3.28 Discrepancy Reporting - 3.28.1 Nonconforming Products From Sub-tier Suppliers Must Be Identified And Processed In Accordance With The Prime Contractor's Procedures For Controlling Nonconforming Products. The Prime Contractor Must Report The Receipt Of Any Nonconforming Products To the Responsible Sub-tier Supplier In Accordance With Established Procedures. Nonconforming Material Records Must Be Maintained And Available For Review By The Government Quality Assurance Representative (qar). 3.29 Final Inspection - The Following Inspections Must Be Performed Prior To Government Inspection And Acceptance. 3.29.1 Material Sampling - Material Must Be Inspected For Form, Fit, And Function. Lot Acceptance Must Be Based On Zero Defects And Lot Rejection Based On One Defect. The Sample Size Must Be In Accordance With The Sampling Plan(s) In The Applicable Military specification Or Standard, Federal Specification Or Standard, Or Drawing To Which The Material Was Manufactured. In The Absence Of Such Sampling Plans, Sampling Inspection Must Be Per Ansi/asq-z1.4, General Inspection Level Ii (for Sample Size Selection Code), table Iia (for Sample Size). small Lot Sizes - For Lot Sizes Of Fifty Or Less, The Minimum Sample Size Must Be Eight Units. For Lot Sizes Of Eight Or Less, The Sample Size Must Be One Hundred Percent Of The Lot. 3.29.2 The Manufacturer May Elect To Use Statistical Process Control (spc) To Assure Product Quality In Lieu Of The Above Attribute Sampling Plan, Provided That The Spc Methodology/system Used Provides Acceptable Products To The Government. However, The government/navy Receipt Inspection Activity May Perform Their Acceptance Inspection Of The Material Using The Attribute Sampling Plan Outlined Above. 3.29.3 All Data Concerning Material Verification (chemical, Mechanical Or Physical Properties), Traceability (material Certifications To Material Marking), And Nondestructive Test (ndt) Certifications For Material Must Be 100% Inspected. The Certification test Reports Must Also Be 100% Inspected For Completeness And Legibility. 3.29.4 All Material Requiring Traceability Must Be 100% Inspected For Traceability Marking And That The Marking Is Legible. 3.30 See Cdrl Di-misc-80678 (special Emphasis C Of C) - The Certificate Of Compliance Must Show Traceability To The Marking Applied On Each Individual Item, And Must Contain The Following Information: 1. Contractor's Name, Address And Date. 2. The Contract/purchase Order Number (for Example: N00104-11-p-fa12) 3. The National Stock Number (nsn). The 18 Character National Stock Number For Special Emphasis Material Includes The Two Digit Cog, The Four Digit Fsc, The 9 Digit Niin, And The Two Digit Smic (for Example: 1h 4820 012345678 L1) ("n/a" When Not Applicable). 4. Lubricants, Sealants, Anti-seize, And/or Thread Locking Compounds ("n/a" When Not Applicable). 5. Certification That O-rings, Packing, Gaskets, Or Other Elastomeric Products Were Installed In A Compressed State Within An Assembly Or Sub-assembly, Prior To Expiration Of The Shelf Life ("n/a" When Not Applicable). 6. Manufacturer's Compound Number ("n/a" When Not Applicable). 7. When Weld Procedure Submittal Is Required By The Contract, A Statement That The Approval Date Of The Qualification Data Precedes Any Production Or Repair Welding Performed On This Contract. ("n/a" When Not Applicable). 8. A Statement To The Effect That All Items Furnished On This Contract Are In Full Compliance With The Specifications And Requirements And List Each Contractually Invoked Conformance/compliance Test Performed By Name And That It Was Performed satisfactorily. 9. Contractor's Or Authorized Personnel's Signature. 4. Quality Assurance 4.1 Notes To Dcma Qar And The Contractor - 4.1.1 Dcma Qar And The Contractor For Proprietary Designs - Departures From Contractor Imposed Requirements, Not Specifically Covered By The Contract, Must Be Judged Individually On The Basis Of The Effect, If Any, On Contractual Requirements. When There Is A disagreement Between The Contractor And The Government Representative As To The Effect On Contractual Requirements, The Departure Must Be Considered A Nonconformance And Be Submitted To The Pco For Disposition. 4.1.2 Dcma Qar And The Contractor For Proprietary Designs - All Records Of Departures From Contractor Imposed Requirements Must Be Maintained And Available For Review At The Contractor's Facility. A Copy Must Be Given To The Local Government Representative. A record Of These Departures, Traceable To The Applicablepart Number And Contract Number Must Be Submitted To The Pco. 4.1.3 Dcma Qar And The Contractor For Proprietary Designs - For Proprietary Designs, The Contractor's Part Numbers Are Acceptable For Reference Only. The Delivered Material Must Conform To All Drawings, Specifications, And Other Contractual Requirements. 4.1.4 Dcma Qar - It Is The Responsibility Of Dcma Qar To Review Non-destructive Testing (ndt) Procedures For Navsup Contracts/purchase Orders. 4.1.5 Dcma Qar And The Contractor - The Ecds (electronic Contractor Data Submission) System Is Available For Certain Data Submissions And To Submit Questions And Clarifications, And Waiver Requests On Contracts And Solicitations. Ecds Can Be Found At: https://register.nslc.navy.mil/ 5. Packaging 5.1 Preservation, Packaging, Packing And Marking - Preservation, Packaging, Packing And Marking Must Be In Accordance With The Contract/purchase Order Schedule And As Specified Below. mil-std 2073 Packaging Applies As Found Elsewhere In The Schedule 6. Notes 6.1 Several Definitions Of Terms That Apply To Csi Items Are Listed Below. All Terms May Not Apply To Every Item. 6.1.1 The Ecds (electronic Contractor Data Submission) System Is At: Https://register.nslc.navy.mil/ This Application Will Require Advance Registration Using A Pki Digital Certificate On A Cac. A Vendor User Guide Is Available As Csd001 In The Csd (contract Support Document) Library Within Ecds. 6.1.2 Critical Safety Item (csi) - Any Ship Part, Assembly, Or Support Equipment Containing A Critical Characteristic Whose Failure, Malfunction, Or Absence Of Which Could Cause A Catastrophic Or Critical Failure Resulting In Loss Of, Or Serious Damage To The ship, Or Unacceptable Risk Of Personal Injury Or Loss Of Life. 6.1.3 Critical Process - As Determined By The Twh, Any Process, Operation Or Action Performed On A Ship Csi That Serves To Establish A Critical Characteristic (such As Welding, Soldering, Machining, Polishing, Cleaning, Or Assembling) Or Confirm That A critical Characteristic Is Within Drawing Or Specification Compliance (such As, Testing, Measurement, Or Non-destructive Evaluation). 6.1.4 First Article - Pre-production Models, Initial Product Samples, Test Samples Produced To Ensure A Manufacturer's Capability To Meet Full Specification Requirements. 6.1.5 First Article Test (fat) - Contractually Required Testing And Inspection Of A Supplier's Pre-production, Production, Or "production Representative" Specimens To Evaluate A Manufacturer's Ability To Produce Conforming Product Prior To The Government's commitment To Receive Subsequent Production Items. First Article Testing Is Product Specific And Does Not Assess Manufacturing Process Controls Nor Does It Assure The Effectiveness Of The Manufacturer's Quality Program. 6.1.6 Government Source Inspection (gsi) - Gsi Is Independent Oversight Performed By A Government Representative Usually A Dcma Quality Assurance Representative (qar)) To Assure That Those Unique Product Quality And System Elements, Identified By The contracting Agency As Important, Are Observed And Evaluated. 6.1.7 Quality Assurance Letter Of Instruction (qali) - A Qali Is A Formal Document Initiated By A Contracting Activity That Provides Essential Requirements And Instructions For Contracted Materials To Be Independently Verified And Accepted By A Government representative Prior To Shipment. 6.1.8 Objective Quality Evidence (oqe) - The Quantitative And Qualitative Data Of All Mechanical, Chemical, And Performance Tests Performed (as Required By The Applicable Specification, Drawing, Or Purchase Document) To Prove That The Material Supplied conforms To The Specified Requirements. 6.1.9 Surface Discontinuity - Any Surface Irregularity, Marking, Or Localized Change In Physical Character Of The Surface, Other Than Dimensional, That Exists Infrequently At One Or Several Places. (examples: Burrs, Dents, Nicks, Scratches, Gouges, Pits, center-punches, Scribes, And Tool Marks) Surface Discontinuities Less Than 0.005-inch In Depth Are Acceptable Provided They Do Not Violate Any Other Design Requirements Specified In This Contract/purchase Order. 6.1.10 Traceability Code - A Code Or Number Providing Traceability To The Actual Chemical And Mechanical Properties Of The Specified Heat, Batch, Or Form From Which The Material Originated. 6.1.11 Verification - An Examination Performed To Determine Compliance With A Specific Requirement. 6.1.12 Nonconformance - A Nonconformance Is Defined As Affecting Or Violating The Following: - The Requirements Of This Contract/purchase Order. - Contractually Invoked Drawings (i.e. Envelope Dimensions, Interface Dimensions With Mating Parts/equipment, Center Of Gravity, Weights, Piece Part Identification, Material, Etc.). - Contractually Invoked Federal, Military, Or Commercial Specifications And/or Standards. - Form, Fit, Function, Performance To Contract Requirements, Reliability, Maintainability, Interchangeability, Safety Of Personnel Or Equipment, Or Additional Cost To The Government. 6.1.13 Waiver - A Written Authorization To Accept An Item, Which During Manufacture, Or After Having Been Submitted For Government Inspection Or Acceptance, Is Found To Depart From Specified Requirements, But Nevertheless Is Considered Suitable For Use As Is or After Repair By An Approved Method. 6.1.14 Deviation - A Specific Written Authorization (granted Prior To The Manufacture Of An Item) To Depart From A Particular Requirement(s) Of An Item's Current Approved Configuration Documentation For A Specific Number Of Units Or A Specified Period Of time, And To Accept An Item Which Is Found To Depart From Specified Requirements, But Nevertheless Is Considered Suitable For Use "as Is" Or After Repair By An Approved Method. 6.1.15 Critical Waiver/deviation - This Waiver/deviation Consists Of A Departure Involving Safety. 6.1.16 Major Waiver/deviation - This Waiver/deviation Consists Of A Departure Involving: - Performance - Interchangeability, Reliability, Survivability, Maintainability, Or Durability Of The Item Or Its Repair Parts - Health Or Safety - Effective Use Or Operation - Weight, Stability, Or Structural Integrity - System Design Parameters As Schematics, Flows, Pressures Or Temperatures - Compartment Arrangements Or Assigned Function 6.1.17 Minor Waiver/deviation - This Waiver/deviation Consists Of A Departure Which Does Not Involve Any Of The Factors Listed As Critical Or Major. 6.1.18 Engineering Change (ec) - A Change To The Current Approved Configuration Documentation Of A Configuration Item At Any Point In The Life Cycle Of The Item. 6.1.19 Engineering Change Proposal (ecp) - A Proposed Engineering Change And The Documentation By Which The Change Is Described, Justified, And Submitted To The Government For Approval Or Disapproval. 6.1.20 Class I Ecp - A Class I Ecp Is Approved By The Government's Configuration Control Board And Authorized With A Contract Modification. 6.1.21 Class Ii Ecp - A Class Ii Change Is Typically Reviewed For Concurrence In Classification By The Local Government Representative, Unless Otherwise Specified Elsewhere In The Contract/purchase Order. 6.2 In Accordance With Opnavinst 5510.1 All Documents And Drawings Provided By The U.s. Navy To Perspective Contractors Must Include A "distribution Statement" To Inform The Contractor Of The Limits Of Distribution, And The Safeguarding Of The Information contained On Those Documents And Drawings. 6.2.1 There Are 7 (seven) Separate Distribution Statement Codes Used For Non-classified Documents And Drawings. The Definition For Each Is As Follows: a... Approved For Public Release; Distribution Is Unlimited. b... Distribution Authorized To Us Governments Agencies Only. c... Distribution Authorized To Us Government Agencies And Their Contractors. d... Distribution Authorized To Dod And Dod Contractors Only. e... Distribution Authorized To Dod Components Only. f... Further Distribution Only As Directed By Commander, Naval Sea Systems Command, Code 09t. x... Distribution Is Authorized To Us Government Agencies And Private Individuals Or Enterprises Eligible To Obtain Export Controlled Technical Data In Accordance With Opnavinst 5510.161. 6.3 Ordering Information For Document References - The Department Of Defense Single Stock Point (dodssp), Website Http://www.dsp.dla.mil/, Provides Product Information For The Department Of Defense Index Of Specifications And Standards (dodiss) (i.e.military/federal Specifications And Standards), Data Item Descriptions (dids), And Other Dodssp Products. Most Specifications Can Obtained Directly From Http://quicksearch.dla.mil/ a. Availability Of Cancelled Documents - The Dodssp Offers Cancelled Documentsthat Are Required By Private Industry In Fulfillment Of Contractual Obligationsin Paper Format. Documents Can Be Requested By Phoning The Subscription Services Desk. b. Commercial Specifications, Standards, And Descriptions - These Specifications, Standards And Descriptions Are Not Available From Government Sources. Theymay Be Obtained From The Publishers Of The Applicable Societies. c. Ordnance Standards (os), Weapons Specifications (ws), And Navord Ostd 600 Pages - These Type Publications May Be Obtained By Submitting A Request To: commander, Indian Head Division, Naval Surface Warfare Center code 8410p, 101 Strauss Avenue indian Head, Md 20640-5035 d. On Post-award Actions, Requests For "official Use Only" And "noforn" (not Releasable To Foreign Nationals) Documents Must Identify The Government Contractnumber, And Must Be Submitted Via The Cognizant Defense Contract Management Command (dcmc) For certification Of Need For The Document. On Pre-award Actions Such Requests Must Be Submitted To The Pco For Certification Of Need For The Document. e. Noforn Military Specifications And Standards (including Amendments, Change Notices And Supplements, But Not Interim Changes) To Be Ordered From: contracting Officer navsup-wss code 87321 5450 Carlisle Pike p.o. Box 2020 mechanicsburg, Pa. 17055-0788 f. Nuclear Reactor Publications Assigned Navsea Documents And Identification Numbers (i.e. Navsea Welding Standard, Navsea 250-1500-1) Are To Be Ordered Enue: commanding Officer navsup-wss code 009 5450 Carlisle Pike p.o. Box 2020 mechanicsburg, Pa. 17055-0788 g. Technical Manuals Assigned Navsea Identification Numbers (i.e. Navsea Welding And Brazing Procedure, Navsea S9074-aq-gib-010/248) Are To Be Ordered From: commanding Officer navsup-wss code 1 Support Branch 700 Robbins Avenue philadelphia, Pa. 19111-5094 h. Interim Changes And Classified Specifications Must Be Obtained By Submitting A Request On Dd Form 1425 To Navsup-wss. 6.4 Recent Updates - A Short Description Of Recent Updates To The Technical Requirements Of This Item Are Listed Below, Along With An Implementation Date For Each Issue. The Notes Below Are Only A Generic Quick Reference And Are Provided For Convenience only, Detailed Requirements Will Be Defined Elsewhere In The Technical Sections Of This Contract/purchase Order. ;10/20/2016 - Updated Ecds Url - Feb 26 2009 - Clarified Testing And Certs Only Apply To Pieces Listed - Oct 29 2010 - Added Sampling Std For Li In-process Testing - Dec 17 2011 - Began Using Ecds For Submissions - Jan 05 2012 - Added Wawf To Forward Approved Waivers/deviations With Final Oqe - Dec 17 2011 - Moved Quality Assurance Text Location For Readability - Apr 15 2009 - Clarified The Sample Size For Large And Small Lot Sizes - Jan 19 2011 - Added Notification Of Dcma Upon Contract Award - May 02 2009 - Added Lubricants And Sealants To The C Of C - Aug 27 2014 - Took Out Contractor's Phone Number Requirement - Dec 01 2011 - Moved "notes To Dcma Qar" To Qa Section - Jan 5 2017 - Ecds/csd Info Was Added To Definitions In The Notes Section.; date Of First Submission=asreq paragraph 10.4 Of Di-qcic-81110 Does Not Apply. date Of First Submission=asreq block 12 - Certification Data Must Be Submitted To Portsmouth Naval Shipyard For Review And Acceptance Prior To Each Shipment Of Material. Certification Documentation Must Be Submitted Via Wawf (wide Area Work Flow). enter In Wawf As Follows: "ship To" N50286 "inspect By" N39040 "accept By" N39040 and Email Notification Field: Port_ptnh_wawf_notification@navy.mil no Material Is To Be Shipped Prior To The Receipt Of Acceptance. date Of First Submission=asreq block 4 - Paragraphs 10.2.1, 10.2.2, 10.2.3, 10.3, And 10.4 Of Di-misc-80678 Do Not Apply. block 12 - Certification Data Must Be Submitted To Portsmouth Naval Shipyard For Review And Acceptance Prior To Each Shipment Of Material. Certification Documentation Must Be Submitted Via Wawf (wide Area Work Flow). enter In Wawf As Follows: "ship To" N50286 "inspect By" N39040 "accept By" N39040 and Email Notification Field: Port_ptnh_wawf_notification@navy.mil no Material Is To Be Shipped Prior To The Receipt Of Acceptance. date Of First Submission=asreq block 4 - Paragraphs 10.2.2, 10.2.3, 10.2.4, And 10.3 Of Di-misc-80678 Do Not Apply. block 12 - Certification Data Must Be Submitted To Portsmouth Naval Shipyard For Review And Acceptance Prior To Each Shipment Of Material. Certification Documentation Must Be Submitted Via Wawf (wide Area Work Flow). enter In Wawf As Follows: "ship To" N50286 "inspect By" N39040 "accept By" N39040 and Email Notification Field: Port_ptnh_wawf_notification@navy.mil no Material Is To Be Shipped Prior To The Receipt Of Acceptance. date Of First Submission=asreq block 12 - See Clause 52.209-3 For Submittal Timeframes.
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