Structural DesignKeyword

North Western Railway - NWR Tender

Ireps

Closing Soon4 Feb 2025

Tender AmountINR 12.5 Million (USD 145.5 K)

Description: Caryingout Structural Design & Preparation Of Drawing Of Foundation & Sub Structure Of Important/ Major/ Minor Bridges, Non Standard Rcc Box Bridges, Checking Adequacy Of Modification In Super Structure, Preparation Of Gad/tad Of Lhs/rubs,station Building Gad, Design And Structural Drawings, Fob Gad And Design & Drawing Of Foundations, Design Of Thrust Bed, Ciculating Area Plans, Drainage Layout Plan Etc. In Connection With Jaipur-sawai Madhopur Doubling Project.

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Samtgemeinde Weser Aue Tender

Germany

Closing Date14 Feb 2025

Tender AmountRefer Documents

Description: Samtgemeinde Weser-aue - Primary Schools Marklohe and Wietzen: Structural design

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Public Works Department - PWD Tender

Services

Eprocure

India

Closing Soon31 Jan 2025

Tender AmountINR 240 K (USD 2.7 K)

Description: Providing Consultancy Of Structural And Architectural Design For Construction Of Shaheed Sg Constable Jodh Ram High School Chanjer Marwah As Per Concept Drawing Available With Department,conducting Of Soil Test For Bearing Capacity Providing Of Vett

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Others

United States

Closing Soon7 Feb 2025

Tender AmountRefer Documents

Description: Contact Information|4|n743.49|wvb|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||||||||| variation In Quantity (apr 1984)|3|0|5|| 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|n50286|tbd|133.2|n/a|n/a|n39040|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|365 Days After Acceptance Of Material|365 Days After Acceptance Of Material||||| 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 (may 2024)|13|331221|1000|||||||||||| 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 365 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. Far 52.232-25(a)(5), Entitled Prompt Payment, Constructive Acceptance Is Changed From 7 Days To 45 Days After Delivery Of The Supplies In Accordance With The Terms And Conditions Of The Contract. 7. This Order Is Issued Pursuant To Emergency Acquisition Flexibilities (eaf). 8. Viq 0+/5- Applies To This Order. 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 "document References" Listed Below Must Be Obtained By The Contractor. Ordering Information Is Included As An Attachment To This Contract/purchase Order. 2.2.2 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. document Ref Data=ansi/asq Z1.4 | | | |080101|a| | | document Ref Data=astm-b666 | | | |201101|a| | | document Ref Data=mil-std-792 | | |f |060519|a| | | document Ref Data=sae Ams 2806 | | |c |080301|a| | | document Ref Data=sae Ams 2807 | | |a |000901|a| | | document Ref Data=sae Ams 2809 | | |a |070801|a| | | document Ref Data=iso_9001 | | | |081115|a| | | document Ref Data=sae Ams-std-185 | | | |000901|a| | | document Ref Data=iso10012 | | | |030415|a| | | document Ref Data=iso/iec 17025 | | | |050515|a| | | document Ref Data=mil-i-45208 | | |a |810724|a|2 | | document Ref Data=mil-std-45662 | | |a |880801|a| | | document Ref Data=sae-ams-qq-s-763 | | |d |150301|a| | | document Ref Data=ansi/ncsl Z540.3 | | | |130326|a| | | 3. Requirements 3.1 Manufacture And Design - The Item Furnished Under This Contract/purchase Order Must Meet The Requirements As Specified In Sae-ams-qq-s-763 Except As Amplified Or Modified Herein. Sae-ams-qq-s-763 Ordering Data Information Is Provided Below: (a) Steel Bars, Wire, Shapes, And Forgings, Corrosion Resisting Steel; Sae-ams-qq-s-763. (b) Class - ;410 ; Condition - ;t; Form - ;bar, 2 Inches (round) ; Finish - Any Appropriate Finish Option Of Sae-ams-qq-763 Except Hot Finished, Scale Not Removed. (c) Melting Practice - Electric Furnace, Electric Induction, Vacuum Furnace, Electroslag Remelt (esr), Or Argon Oxygen Decarburization (aod). Other Suitable Commercial Processes Must Be Submitted And Navy Approved Before They May Be Used. (d) Special Cleaning Processes Are Not Applicable. (e) Allowances For Machining Are Not Applicable. (f) Major Stress Surface Areas Of The Finished Part Are Not Applicable. (g) Low Magnetic Permeability Is Required For 300 Series Austenitic Corrosion Resistant Steels When Ordered In The Annealed Condition. The Relative Magnetic Permeability Must Be Determined And Must Not Exceed 2.0 (air - 1.0). Low Magnetic Permeability Is Not required For Conditions B, H, Or T Unless Otherwise Specified. (h) Length - Under 5" Dia. = 8 Feet Min / 12 Feet Max (plus Or Minus 10%) 5" Dia & Over = 5 Feet Min / 12 Feet Max (plus Or Minus 10%) Or As Specified Elsewhere In The Contract/purchase (i) Forgings Are Not Applicable. (j) Identification Marking Is Required In Accordance With Paragraph 3.10.1 Of Sae-ams-qq-s-763 And As Further Defined Elsewhere In This Contract/purchase Order. (k) Lot Definitions Of Forgings Are Not Applicable. (l) More Than The Usual Number Of Macrostructure Tests Is Not Required. (m) Forging Prolongations For Testing Are Not Applicable. (n) One Retest Is Permitted In Accordance With Paragraph 4.5.5 Of Sae-ams-qq-s-763. (o) Packaging And Packing Requirements Must Be As Specified Elsewhere In The Contract/purchase Order. (p) Special Marking For Shipment Must Be As Specified Elsewhere In The Contract/purchase Order. 3.2 Bar, Pipe, And Tube Quantities - When This Order Results In Supplying Fewer Than 5 Pieces As Defined In The "length" Paragraph Above, All Material Must Be From A Single Heat Of Material. 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 - ;macrostructure ; item - ;bar, Metal (see Specification For Sample Size) ; performance - ;sae-ams-qq-s-763 ; acceptance - ;sae-ams-qq-s-763 ; 3.4 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 Inelectronic (c4) Format. definitions Are Provided Elsewhere In The Contract/purchase Order. 3.4.1 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. 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 Theoperational Use Of The Product. d. Information About Remedial Action Being Taken To Prevent Reoccurrence Of The Non-conformance. 3.4.2 Requests For Waivers/deviations For Navsup-wss Contracts Must Be Submitted Using The Ecds (electronic Contractor Data Submission) System At Https://register.nslc.navy.mil/ 3.4.3 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 Theproduct. 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 Engineeringchange. 3.5 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. 3.6 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 ^ 3.7 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. 3.8 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. 3.8.1 The Contractor's Quality System And Products Supplied Under The System Are Subject To Evaluation, Verification Inspection, And Acceptance/nonacceptance By The Government To Determine The System's Effectiveness In Meeting The Quality Requirements established In The Contract/purchase Order. 3.8.2 The Contractor's Quality System Must Be Documented And Must Be Available For Review By The Contracting Officer 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. 3.8.3 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. 3.8.4 This Contract Provides For The Performance Of Government Quality Assurance At Destination. The Place Or Places Of Performance May Not Be Changed Without The Authorization Of The Procurement Contracting Officer. 3.8.5 Any Changes Made By The Contractor To A Qualified Quality System Will Require Re-submittal To The Pco. 3.9 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. 3.9.1 The Supplier's Gages, Measuring And Test Equipment Must Be Made Available For Use By The Government 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. 3.9.2 All Documents And Reference Data Applicable To This Contract Must Be Available For Review By The Government. Copies Of Documents Required For Government Inspection Purposes Must Be Furnished In Accordance With The Instructions Provided By The government. 3.10 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. 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 Prime Contractor Who Will Notify The Pco So That Appropriate planning For Government Inspection Can Be Accomplished. 3.10.1 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. 3.10.2 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. 3.10.3 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. 3.10.4 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. 3.10.5 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. 3.11 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: 3.11.1 Visual Examination Upon Receipt To Detect Damage During Transit. 3.11.2 Inspection For Completeness And Proper Type. 3.11.3 Verification Of Material Quality Received. 3.11.4 Periodic Inspection And Precautions To Assure Adequate Storage Conditions And To Guard Against Damage From Handling And Deterioration During Storage. 3.11.5 Functional Testing, Either Prior To Or After Installation, Or Both, As Required By The Contract To Determine Satisfactory Operation. 3.11.6 Identification And Protection From Improper Use Or Disposition. 3.11.7 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. 3.11.8 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. 3.11.9 Material Returned To The Contractor Must Be Handled As Gfm. 3.12 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. 3.12.1 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 The Contract/purchase Order. 3.13 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. 3.14 Material Marking For Traceability And Identification - The Following Are The Minimum Marking Requirements. In Addition To The Marking Requirements On Applicable Specifications, Marking For Traceability Is Required. Pipe, Tube, And Metal Bar Must Have both Permanent Marking And Temporary Marking Applied As Specified Below. 3.14.1 Permanent Marking - Permanent Traceability Marking Must Be Marked On Each End Of Each Pipe, Tube, And Metal Bar. (monel And K-monel Bar: 3/4 Inch To 1 Inch Rods, And 7/8 Inch Hex Bar May Be Marked On The Surface Near The End Of Bar/rod, And Rod Less than 3/4 Inch And Hex Bar Less Than 7/8 Inch May Be Bundled And Tagged Or Boxed With The Traceability Marking On The Tag Or Box.) All Traceability Marking Must Be Permanently Applied In Accordance With Mil-std-792. An Alternate Marking Method Is Permissible provided It Is An Available Option In The Contractually Invoked Specification, Except In Instances Where The Material Has Been Modified By This Contract/purchase Order, And Differs From That Specified In The Specification. Electric Arc Marking Or Impression marking Is Strictly Prohibited On Thin Wall Tubing. (wall Thickness Of Less Than 0.125 Inch). 3.14.2 Temporary Marking - Temporary Marking Must Consist Of: name Or Trademark Of Manufacturer, Specification And Grade (as Applicable), Size, Contract Number, And The Traceability Marking. Pipe And Tube Marking Must Also Include Sml (for Seamless). Marking Must Be In Accordance With The Material Specification And sae-ams-2806, Sae-ams-2807, Sae-ams-2809, Table I Of Sae-ams-std-185, Or Astm-b666 As Applicable. Application Must Be In Accordance With Mil-std-792, Type A (temporary Ink Stenciling). An Alternate Method Is Permissible For Monel And K-monel Bar Provided It is An Available Option (temporary Marking Only) In The Applicable Material Specification, Except That Hot Finished Rod With Rough Ground Surface 3/4 Inch And Under May Be Bundled And Tagged Or Boxed With The Traceability Marking On The Bag Or Box. contamination Levels For Ink Stenciling Must Be As Outlined In Paragraph 5.2 Of Mil-std-792. 3.15 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: 3.15.1 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. 3.15.2 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.) 3.15.3 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. 3.15.4 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. 3.15.5 If Material Is Received Without The Required Certification Papers Or With Incorrect/missing Data On The Certification Papers, The Material Will Be Rejected. 3.16 Material Handling - The Written Material Control Process Must Include The Following: 3.16.1 All Raw Materials Must Have Traceability Markings (except As Specified Below). 3.16.2 Stored Raw Materials Requiring Traceability Must Be Segregated To Preclude Intermingling With Materials Not Requiring Traceability. 3.16.3 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. 3.16.4 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. 3.16.5 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. 3.17 Receiving Inspection - 3.17.1 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. 3.17.2 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. 3.18 Discrepancy Reporting - 3.18.1 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. 3.19 Final Inspection - The Following Inspections Must Be Performed Prior To Government Inspection And Acceptance. 3.19.1 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. 3.19.2 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. 3.19.3 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. 3.19.4 All Material Requiring Traceability Must Be 100% Inspected For Traceability Marking And That The Marking Is Legible. 3.20 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 The Contractor - 4.1.1 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. The Departure Must Be considered A Nonconformance And Be Submitted To The Pco For Disposition. 4.1.2 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 Record Of These Departures, Traceable To The Applicable Part Number And contract Number Must Be Submitted To The Pco. 4.1.3 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 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 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 He Material Supplied conforms To The Specified Requirements. 6.1.7 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. 6.1.8 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. 6.1.9 Verification - An Examination Performed To Determine Compliance With A Specific Requirement. 6.1.10 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. 6.1.11 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. 6.1.12 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. 6.1.13 Critical Waiver/deviation - This Waiver/deviation Consists Of A Departure Involving Safety. 6.1.14 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 6.1.15 Minor Waiver/deviation - This Waiver/deviation Consists Of A Departure Which Does Not Involve Any Of The Factors Listed As Critical Or Major. 6.1.16 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. 6.1.17 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. 6.2 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 - Nov 15 2011 - Combined 304/304l And 316/316l Niins Meeting Chem/mech Of Both - Dual Marking - 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 - May 16 2013 - Removed Gsi From This Material. - 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.

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DEPT OF THE NAVY USA Tender

United States

Closing Soon31 Jan 2025

Tender AmountRefer Documents

Details: It Is Anticipated That A Formal Solicitation Will Be Issued Within 30 Days Of This Pre-solicitation Notice. No Response Is Required For This Notice. pre Solicitation Notice For N66604-23-rfpreq-npt-10-0243 Indefinite Delivery/indefinite Quantity (idiq) Contract For Multi‐ Discipline Architect‐engineer (a‐e) Services In Support Of Projects On Nuwc Facilities At Naval Undersea Warfare Center Newport Division (nuwcdivnpt), Newport, Ri. description: All Information Needed For Interested Parties To Submit A Standard Form Sf 330, Architect Engineer Qualifications Is Contained Herein. There Is No Separate Request For Proposals (rfp) Package To Download. background: the Naval Undersea Warfare Center Newport Division (nuwcdivnpt) Requires A-e Services In Support Of Various Projects At Nuwcdivnpt. This Procurement Will Result In One Single-award Idiq Contract For Multi‐discipline A‐e Services For Planning, Design, Construction, Evaluation Of New Construction, And Renovation Projects. These Services Will Be Procured In Accordance With 40 United States Code (usc) Chapter 11, Selection Of Architects And Engineers, As Implemented By Federal Acquisition Regulation (far) Subpart 36.6. The Idiq Contract Will Be For A Five-year Ordering Period. The Maximum Value For The Contract Term, Including All Awards, Shall Not Exceed $5,000,000. The Guaranteed Minimum For The Contract Ordering Period Is $500 And Will Be Satisfied By Simultaneous Award Of The Initial Task Order With The Basic Contract. Firm‐fixed Price Task Orders Will Be Negotiated At The Task Order Level. In Accordance With Far 15.404-4(c)(4)(i)(b), The Contract Price Or The Estimated Cost And Fee For Production And Delivery Of Designs, Plans, Drawings, And Specifications Shall Not Exceed 6 Percent Of The Estimated Of Construction Of The Public Work Or Construction, Excluding Fees. There Will Be No Minimum Dollar Limits Per Task Order. The Maximum Dollar Limit Per Task Order Is $3,000,000. this Proposed Contract Is Being Solicited As A Small Business Set-aside. The North American Industry Classification System (naics) Code Is 541330, Engineering Services, And The Small Business Size Standard Is $25,500,000. The Government Seeks The Most Highly Qualified Firm To Perform The Required Services, Based On The Demonstrated Competence And Qualifications, In Accordance With The Selection Criteria Included Herein. comprehensive A‐e Services Are Required For The New Construction, Repair, Replacement, Demolition, Alteration, And/or Improvement Of Facility Projects. Projects May Include Single Or Multiple Disciplines, Such As: Structural, Civil, Mechanical, Electrical, Architectural, Planning, Environmental, Fire Protection, Cost Estimating, And/or Geotechnical. The Types Of Projects May Include: Building Renovations; Building Additions; Site Work Required To Support New Work; New Construction; Parking Areas; Foundations; Retaining Walls; Failure Investigation Including Destructive And Non‐destructive Testing; Seismic Evaluation And Design; Progressive Collapse Analysis; Blast Resistant Design; Structural Engineering Investigations; Utility Systems Including Sanitary And Storm; Mechanical Services; Electrical Services; Water Systems; Storm Water Management; Surveying; Pavement Design; And Civil Engineering Studies. performance Location(s): newport, Ri requirements: for Complete Details On This Requirement See Attachment 1, “saes.” Specific Types Of A‐e Services That May Be Required Under This Contract Include: facility Planning And Project Development: Services May Include Work Such As The Following: Prepare Master Plans, Project/site Plans For Proposed Facility/infrastructure Projects. Facility Planning May Be Requested For Renovation, Addition, Repair And New Construction Projects. development Of Design‐bid‐ Build (dbb) Packages: Services May Include Preparation Of Drawings And Specifications For Renovation, Addition, Repair Or New Construction Projects. Design Meetings With The Government May Be Required In Order To Agree On Design Solution(s) That Meet The Government’s Project Requirements. development Of Design‐build (db) Request For Proposal (rfp) Packages: Services May Include Working With A Construction Manager As Part Of A Design-build Team To Prepare Drawings And Specifications For Renovation, Additions, Repair Or New Construction Projects. Design Meetings With The Government May Be Required In Order To Agree On Design-build Solution(s) That Meet The Government’s Project Requirements. preparation Of Cost Estimates Using Unit Guidance And Parametric Cost Estimating: Services May Include Preparing Cost Estimates For Renovation, Addition, Repair And/or New Construction Projects Based On Prepared Design Documents. development Of Alternatives And Economic Analysis: Service May Include Providing Alternate Design Solutions And Associated Economic Impacts For Renovation, Addition, Repair Or New Construction Projects. condition Assessment: Services May Include Performing Studies Of Existing Buildings And/or Components Of Buildings To Validate Existing Conditions That May Then Be Used To Inform Future Proposed Design Solutions. Site Visits May Be Required To Document Existing Facility/infrastructure Conditions. field Investigations (including Utility And Geotechnical): Services May Include Conducting Field Surveys/investigations Of Existing Sites, Buildings Or Specific Components Of A Building (i.e Hvac Or Electrical Systems) In Order To Document Current Status Of A Facility’s Infrastructure. The Results Of Any Field Investigations May Then Be Used To Assist With The Preparation Of Design Documents For A Particular Project. surveying And Mapping: Services May Include Surveying And/or Mapping Of Existing Or Proposed Sites For A New Construction Project Or Building Addition. Survey Work May Be Required In Order To Document Existing Site Conditions To Support Site/civil Design Solutions. preparation Of Engineering Evaluations: Services May Include Performing Engineering Calculations To Support Civil, Mechanical, Electrical, Plumbing Or Fire Protection Design Solutions. incorporation Of Sustainable Engineering Design Practices: Services May Include Incorporation Of Design Principles For Renovation, Addition, Repair And/or New Construction Projects To Support Sustainable Design Solutions. consultations: Services May Include Collaborating With Other Specialty Design Professionals To Offer And Propose Design Solutions Required To Respond To Unique Project Requirements. energy Computations; Services May Include Preparation Of Energy Calculations To Verify Proposed Design Solutions Comply With Required Building Codes, Federal, State And/or Local Energy Requirements. soil Borings: Services May Include Conducting Soil Boring Testing In Order To Identify Minimum Design Requirements For New Construction Projects Or Building Additions. obtaining Permits And Regulatory Approvals: Services May Include Submitting Design Documents To Local, State And/or Federal Jurisdictions For Review And Approval Prior To Proceeding With Renovation/construction Work. environmental Investigation And Consultation: Services May Include Providing Design Services Required To Meet Environmental/epa Regulations On Facility/infrastructure Projects And Providing Consultation(s)/collaboration With The Government To Discuss Acceptable Environmental Design Alternatives And Solutions. review Of Contractor Submittals: Services May Include Review Of Project Submittals (such As Product Data Or Product Samples) In Order To Validate Proposed Materials/products Comply With Design Drawings And/or Specifications. field Consultation And Inspection During Construction: Services May Include Responding To Contractor Rfi’s During Construction In Order To Address Design Questions That May Arise During Construction/renovation Projects. commissioning: Services May Include Supporting The Commissioning Process By Attending Commissioning Meetings In Order To Validate Engineered Design Solutions Are Incorporated Into The Project In Accordance With Design Specifications. operation And Maintenance Support Information (omsi): Services May Include Providing The Government With O&m Documentation And Training, Where Applicable, Based On The Final Design Solution And Construction. as‐built Drawing Preparation: Services May Include Updating Design Documents Including Drawings And Specifications To Accurately Reflect Construction Field Changes And Document Final As-built Construction/renovation Projects. functional Analysis Concept Development (facd)/design Charrette/other Design And Construction Related Workshops And Meetings: Services May Require Attendance At Design Meetings To Collaborate With Government Representatives To Consider Design Options And Build Consensus Regarding Preferred Design Solution(s). document Deliverable Requirements: cdrl Number title sub-title cdrl A001 contractor’s Personnel Roster contractor Personnel cdrl A002 hazardous Materials Management Program (hmmp) Plan facility Operations Inventory Hmmp Plan cdrl A003 monthly Status Report monthly Status Report cdrl A004 product Drawings/models And Associated Lists drawing Package cdrl A005 manhour Estimate, Technical Cost Proposal estimates And Proposal cdrl A001 – Contractor’s Personnel Roster within Ten Business Days Of Task Order Issue, The Contractor Shall Submit A List Of All Employees Working On The Project To The Contracting Officer. This List Shall Include Each Employee's Name, And Work Assignment. Changes To The Personnel List Shall Be Submitted At Least Ten Business Days In Advance. In Emergency Situations And Cases Of Adverse Actions Where Ten Business Days’ Notice Is Not Possible, The Contractor Shall Submit The Required Information Regarding The Change In Writing To The Contracting Officer Representative (cor) Not Later Than 24 Hours After The Replacement Employee Is On Board. cdrl A002 – Hazardous Materials Management Program (hmmp) Plan the Contractor Shall Submit A Hazardous Material Management Plan (hmmp) As Addressed In Paragraph 3.2 Of The Saes. cdrl A003 – Monthly Status Report contractor Shall Provide A Monthly Status Report For Each Project In Which The Support Was Provided. The Report Shall Discuss Major Impacts, Issues, And Steps For Remediation Of Issues, Proposals To Improve Operational Efficiencies, Effectiveness, Quality, Or The Customer Experience. cdrl A004 – Product Drawings/models And Associated Lists the Contractor Shall Develop And Deliver Drawings, Specifications, Architect / Engineering Reports, To The Technical Point Of Contact Upon Request. cdrl A005 – Manhour Estimate, Technical Cost Proposal Insert Title a‐e Firms Shall Prepare Cost Estimates Utilizing The Micro‐computer Aided Cost Estimating System (mcaces) Mii Estimating System. Specifications Shall Be Prepared In The Specifications‐kept‐intact (specsintact) Program. Design‐build Rfps Shall Be Prepared Utilizing Design‐build Masters, And Drawings Shall Be Prepared In Autocad (2016 Or Higher) Utilizing The National Computer‐aided Design And Drafting (cadd) Standards Format. Three‐dimension (3‐d) And Bim Modeling May Also Be Required. The Contractor Shall Provide Documents In Pdf Format. Final Documents Shall Be Electronically Signed By The Assigned Architect Or Engineer. All Projects Shall Be Designed In The Modern International Standard Version Of The Metric International System Of Units (si), Unless Specifically Exempted By The Statement Of Work At The Task Order Level. other Special Considerations: as Defined By Paragraph 1‐5 Of United Facilities Criteria (ufc) 3‐ 600‐01, Fire Protection Engineering For Facilities, This Contract Requires The Services Of A Licensed Fire Protection Engineer Or Consultant. asbestos And/or Lead‐based Paint Assessments May Be Required On This Contract To Determine The Presence Of Hazardous Material During Removals/demolition Or At Utility Points Of Connections. Work On And Around Waterfront Structures, Including Under Deck And Underwater, And Work In Confined Spaces May Be Required On This Contract. A‐e Firms Must Be Able To Accept Work That Involves Asbestos, Lead Paint, Poly‐chlorinated Biphenyls (pcb)s, And Other Hazardous Materials, Work On And Under Waterfront Structures, And In Confined Spaces. all Engineering And Design Services Shall Comply With The Most Current Edition Of Facilities Criteria (fc) 1‐300‐09n Design Procedures, And Other Requirements As Indicated On The Whole Building Design Guide (wbdg) Web Site (www.wbdg.org). The Selected A-e Contractor Shall Have Online Access To Web‐based Support Programs Capable Of Creating Auto-cad Documents For Government Review, And Email Via The Internet For Routine Exchange Of Correspondence. The Selected A-e Contractor Shall Submit And Maintain An A‐e Accident Prevention Plan (app) In Accordance With U.s.army Corp Of Engineers (usace) Em 385‐1‐1 For Each Project On This Contract And Activity Hazard Analysis (aha) For Each In‐field Action. Key Personnel, Including Consultants, Must Be U.s. Citizens. a‐e Firms Are Advised That The Selected Firm, Its Subsidiaries Or Affiliates, And Its Consultants Which Design, Prepare, Or Provide Engineering Services In Support Of Construction Contract Documents Cannot Provide Construction Services For The Same Contract. This Includes Concept Design, Preparation Of Project Programming Documents (dd Form 1391), Facility Siting Studies, Environmental Assessments, Geotechnical Services, Engineering Studies And Services, Design‐build Request For Proposals (rfps), Or Other Activities That Result In Identification Of Project Scope And Cost. The Awarded Contract Will Be Subject To Specific Provisions Addressing The Avoidance Of Organizational Conflicts Of Interest, Including Naval Facilities Acquisition Supplement (nfas) 5252.209‐9300, Organizational Conflicts Of Interest. The Prime Firm For This Contract Will Be Required To Perform Throughout The Contract Term. submission Requirements: a‐e Firms Desiring To Be Considered For This Contract Shall Submit A Completed Sf 330 Package By Email To The Contracting Officer And The Contract Specialist. The Sf 330 Shall Be Typed, At Least 11 Point Times New Roman Or Larger. Part I Shall Not Exceed 100 Single‐sided 8.5 By 11 Inch Pages (the Page Limit Does Not Include Individual Subcontracting Reports (isr)s, Certificates Licenses, Nor Does The Page Limit Include Cover Sheets Or Dividers, Provided That These Do Not Contain Any Substantive Information Submitted In Response To The Synopsis Or Intended To Demonstrate The Qualifications Of The Firm). Part I Pages Shall Be Numbered Sequentially. Introductions Shall Be Included In Sections E And F. A-e Firm Submissions Shall Include Its Dun & Bradstreet (duns), Commercial And Government Entity (cage), And Taxpayer Identification Number (tin) Numbers In Block 30 Of The Sf 330. all Contractors Are Advised That Registration In System For Award Management (sam) Database Is Required Prior To Award Of A Contract. Failure To Register In The Sam Database May Render Your Firm Ineligible For Award. For More Information, Check The Sam Web Site: Https://www.sam.gov. in Accordance With The Federal Acquisition Regulations (far) 36.601‐4(b), The A‐e Firm Must Be A Registered And Licensed Architectural And/or Engineering Firm In Rhode Island To Be Eligible For Award. A-e Firms Shall Provide Proof That The Firm Is Permitted By Law To Practice The Professions Of Architecture Or Engineering, (e.g., State Registration Number, Or A Brief Explanation Of The Firm’s Licensing In Jurisdictions That Do Not Register Firms, Etc.). Failure To Submit The Required Proof Will Result In A Firm’s Elimination From Consideration. firms Who Are Offering As A Joint Venture Should Include With Their Submission A Copy Of The Joint Venture Agreement. Failure To Include The Joint Venture Agreement Will Result In The Firm’s Elimination From Further Evaluation. if An Sf 254/sf 255 Is Submitted For This Solicitation, It Will Not Be Reviewed Or Considered. As Required Above, Provide Verifiable Evidence That Your Firm Is Permitted By Law To Practice The Professions Of Architecture Or Engineering (e.g., State Registration Number). interested Firms Shall Submit Proposals To Both The Contract Specialist And The Contracting Officer At The Email Addresses Listed Below. sf 330 Submissions Are Due No Later Than Xx Xxxxx 2023 At Xx:xx Pm (est). Late Responses Will Be Handled In Accordance With Federal Acquisition Regulations (far) 52.215‐1. The Points Of Contact For This Acquisition Are Contract Specialist, Xxxxx Xxxxxx, At Xxxxxxxxx@navy.mil And Xxxxx Xxxxxxx, Contracting Officer, At Xxxxxxx@navy.mil. (to Be Provided Within Formal Solicitation) the Total Maximum File Size For Email Proposal Submission Is Limited To 10mb. If The Submission Will Exceed 10mb, It Is Acceptable For The Submission To Be Broken Up Into Multiple Emails Or The Firm Should Coordinate With The Identified Government Poc's To Obtain A Dod Safe Request For Submission. Failure Of The Firm To Coordinate A Dod Safe Request For Submission In A Timely Manner, To Allow Sufficient Time For Submission Of The Required Documents Before The Required Response Date, Will Not Be Acceptable Justification For The Government Allowing Or Considering A Late Submission. A Timely Manner Is Defined As Requesting Such Dod Safe Information From The Identified Government Poc's No Later Than 10 Calendar Days In Advance Of The Response Date Of The Synopsis. if The Firm Chooses To Complete Multiple Email Submissions, Emails Shall Clearly Indicate The Number Of Email Submissions The Government Should Expect To Receive And Shall Be Numbered To Indicate Which Email Of The Submission Each Email Received Is (i.e.: Email 1 Of 3; Email 2 Of 3; Email 3 Of 3). inquiries Concerning This Procurement Should Reference The Solicitation Number And Title And Be Forwarded Via Email To The Points Of Contact Identified Above. Questions Pertaining To This Requirement Are Due No Later Than Fourteen (14) Days After Posting Of This Requirement On Sam.gov. list Of Attachments: scope Of Architect-engineer (a-e) Services (saes) (draft) cdrls (draft) selection Criteria: firms Responding To This Synopsis Will Be Evaluated To Determine The Most Highly Qualified Firms To Perform The Required Services In Accordance With The Published Selection Criteria. failure To Comply With Instructions, Or Provide Complete Information May Affect The Firm’s Evaluation Or Disqualify The Firm From Further Consideration. Evaluation Criteria (1) Through (4) Are Considered Most Important And Are Equal Among Themselves; Criteria (5) Through (6) Are Less Important And Are Equal Among Themselves; Criteria (7) Will Only Be Used As A Tie‐breaker Among Technically Equal Firms. Specific Selection Criteria Include: specialized Experience professional Qualifications And Technical Competence past Performance quality Control program Management And Capacity firm Location volume Of Work criterion 1 —specialized Experience (sf 330, Part I, Section F): firms Will Be Evaluated On Specialized Experience In Performance Of Services Similar To Those Anticipated Under This Contract Through Evaluation Of Experience In: infrastructure/facility Design Utilizing The Following Criteria, Including, But Not Limited To, Unified Facilities Criteria (ufc’s) And Military Standard (milstd); conducting On‐site Design Development Workshops, Charrettes, Functional Analysis, Schematic Design, Or Space Programming, Including Supporting Budgetary Or Parametric Cost Estimating; demonstrated Ability To Design To Project Budget And Schedule; experience Preparing Design‐bid‐build; experience Preparing Design‐build Rfp Packages; And designing Projects In Accordance With Dod, Navy, Or Other Government Agencies’, Or Private Industry Criteria. firms May Be Considered More Favorably Under Criterion 1 By Demonstrating The Following: experience In The Delivery Of Multiple Types Of A‐e Services Identified In The Requirements Above. experience On Multiple Facility Types, Such As Business, Educational, Industrial, Assembly, Health Care, Residential, Storage, Laboratory, And Mixed-use Occupancies, Identified In The Requirements Above. demonstrated Experience Using The Micro Computer Aided Cost Estimating System Second Generation (mii) Cost Estimating Software. demonstrated Experience On Navy Bases Within The Primary Geographic Area Of The Contract. demonstrated Experience Designing Modifications To Existing Structures And Developing Construction Phasing While Associated Facilities Are Required To Remain In Service. demonstrated Experience Specific To Navy Facility Projects, Illustrating The Capability Of The A‐e Firm And Individual Design Team Members (a‐e Staff, Key Personnel, Consultants) To Work Within The Navy Project Planning Process Including: dd Form 1391 Development In The Navy’s Electronic Procurement Generator (epg), dd Form 1391 Validation Procedures Including Cost Validation. demonstrated Understanding Of Procedures And Timely Submission Of Base Access Documents In Adherence With Security, Safety, Environmental, And Accident Prevention Regulations In Order To Support A‐e Activities And Maintain Project Schedules. experience Of A‐e Firm And Individual Design Team Members (a‐e Staff, Key Personnel, Sub‐ Consultants) With Facilities Located In Historic Areas That Will Require Consultation With State Historic Preservation Officer (shpo) Throughout The Design Process. criterion 1 Submission Requirements: provide Up To A Maximum Of Ten (10) Projects Completed (project Completion To Be Defined As Receiving Final Design Acceptance From Client) Within The Past Seven (7) Years Immediately Preceding The Date Of Issuance Of This Notice That Best Demonstrate Specialized Experience Of The Proposed Team In The Areas Outlined Above. Sufficient Information To Determine The Date Of Completion Of The Project Must Be Included In The Project Description Or The Project Will Not Be Considered. If More Than The Maximum Number Of Projects Is Submitted, The Government Will Only Evaluate Projects Up To The Maximum Number Authorized In The Order Submitted. all Projects Provided In The Sf 330 Must Be Completed By The Actual Office/branch/regional Office/ Individual Team Member Proposed To Manage And Perform Work Under This Contract. Projects Not Meeting This Requirement Will Be Excluded From Consideration In The Evaluation. To Enable Verification, Firms Should Include The Duns Number Along With Each Firm Name In The Sf 330 Part I, Section F, Block 25, “firm Name.” Include A Contract Number Or Project Identification Number In Block 21. Include An E‐ Mail Address And Phone Number For The Point Of Contact In Block 23(c). In Block 24, Include In The Project Description The Contract Period Of Performance, Award Contract Value, Current Contract Value, And A Summary Of The Work Performed That Demonstrates Relevance To Specialized Experience As Outlined Above. For Projects Performed As A Sub-contractor Or A Joint Venture Involving Different Partners, Specifically Indicate The Value Of The Work Performed As A Subcontractor Or By Those Firms Proposed For This Contract, And Identify The Specific Roles And Responsibilities Performed As A Sub-contractor Or By Those Firms On The Project Rather Than The Work Performed On The Project As A Whole. If The Project Description Does Not Clearly Delineate The Work Performed By The Entity/entities Offering/teaming On This Contract, The Firm Will Be Eliminated From Award Consideration. note: If The Firm Is A Joint Venture, Projects Performed By The Joint Venture Should Be Submitted; However, If There Are No Projects Performed By The Joint Venture, Projects Must Be Submitted For Each Joint Venture Partner, Not To Exceed A Total Of Ten (10) Projects. Firms Failing To Provide Projects From All Joint Venture Partners Will Be Considered To Have Not Met The Requirements Of The Criterion. projects Shall Be Submitted On The Sf 330 At Part I, Section F And Shall Be Completed Projects. Projects Not Completed Will Be Excluded From Evaluation Consideration. For Submittal Purposes, A Task Order On An Idiq Contract Is Considered A Project, As Is A Stand‐alone Contract Award. Do Not Submit An Idiq Contract As An Example Project. Instead, List Relevant Task Orders Or Stand‐alone Contract Awards That Fit Within The Definition Above. The Government Will Not Evaluate Information Provided For An Idiq Contract. Examples Of Project Work Submitted That Do Not Conform To This Requirement Will Not Be Evaluated. all Information For Criterion 1 Shall Be Submitted In The Sf 330, Part I, Section F. The Government Will Not Consider Information Submitted In Addition To Part I, Section F In The Evaluation Of Criterion 1. criterion 2—professional Qualifications And Technical Competence (sf 330, Part I, Sections E & G): firms Will Be Evaluated On Professional Qualifications, Competence, And Experience Of The Proposed Key Personnel In Providing Services To Accomplish The Tasks Required Under This Contract, Including Participation In Example Projects In The Sf 330, Part I, Section G. Key Personnel Are Individuals Who Will Have Major Contract Or Project Management Responsibilities And/or Will Provide Unusual Or Unique Expertise. Specific Disciplines That Must Be Included In Key Personnel Are: project Manager(s) senior Architect senior Civil Engineer senior Structural Engineer senior Mechanical Engineer senior Electrical Engineer senior Quality Control Manager senior Fire Protection Engineer (a Licensed Fire Protection Engineer Is Required) key Personnel, Including Consultants, Shall Be U.s. Citizens. submissions Must Demonstrate Key Personnel Relevant Experience, Formal Education (e.g. Bachelor’s Or Master’s Degrees), And Relevant Professional Development Or Professional Certifications. criteria 2 Submission Requirements: sf 330, Part I, Section E – Provide Resumes For All Proposed Key Personnel That Illustrate Experience In The Type Of Work Proposed Under This Contract. Resumes Are Limited To Three Pages And Should Indicate: Professional Registration, Certification, Licensure And/or Accreditation In Appropriate Disciplines; Cite Recent (within The Past 10 Years) Project‐specific Experience In Work Relevant To The Services Required Under This Contract; And Indicate Proposed Role In This Contract. Indicate Participation Of Key Personnel In Example Projects In The Sf 330, Part I, Section G. criterion 3—past Performance (sf 330, Part I, Section H): firms Will Be Evaluated On Past Performance With Government Agencies And Private Industry In Terms Of Work Quality, Compliance With Schedules, Cost Control, And Stakeholder/customer Satisfaction. evaluating Past Performance And Experience Will Include Information Provided In The Contract Performance Assessment Reporting System (cpars) / Architect-engineer Contract Administration Support System (acass) For Criterion 1 Projects And May Include Customer Inquiries, Government Databases, And Other Information Available To The Government Including Contacts With Points Of Contact In Other Criteria. Failure To Provide Requested Data, Accessible Points Of Contact, Or Valid Phone Numbers Could Result In A Firm Being Considered Less Qualified. criteria 3 Submission Requirements: submit A Completed Cpars/acass Evaluation For Each Project Under Criterion 1. If Cpars Or Acass Evaluations Are Not Available For The Projects Identified Under Criterion 1, Then The Firm Shall Provide A Point Of Contact Reference From The Requiring Organization Familiar With The Project Who Can Confirm The Quality Of The Offeror’s Work On The Project. Those References Shall Include Contract/task Order Number, Project Title, Point Of Contact Name, Telephone Numbers, And Email Addresses For The Reference. firms May Provide Any Information On Problems Encountered And The Corrective Actions Taken On Projects Submitted Under Criterion 1—specialized Experience. Firms May Also Address Any Adverse Past Performance Issues. Information Shall Not Exceed Two Double‐sided Pages (or Four Single‐sided Pages) In Total. awards, Letters Of Commendation, Certificates Of Appreciation, Etc. Shall Not Be Submitted And Will Not Be Considered In The Evaluation. criterion 4—quality Control Program (sf 330, Part I, Section H): firms Will Be Evaluated On The Strength Of The Quality Control Program Proposed By The Firm To Ensure Quality Products And Services Under This Contract, And Means Of Ensuring Quality Services From Their Consultants/subcontractors. criteria 4 Submission Requirements: describe The Quality Control Program That Will Be Utilized For All Deliverables Of This Contract And The Management Approach For Quality Control Processes And Procedures. The Description Shall: describe Specific Quality Control Processes And Procedures Proposed For This Contract To Achieve Technical Accuracy Of And Assurance Of Overall Coordination Of Plans And Specifications, And Engineering And Design Services. provide A Quality Control Process Chart Showing The Inter‐relationship Of The Management And Team Components. identify The Key Personnel (submitted Under Criterion 2—professional Qualifications And Technical Competence) Responsible For The Quality Control Program And A Description Of Their Roles And Responsibilities. describe How The Firm’s Quality Control Program Extends To Management Of Sub-contractors. explain The Quality Control Program Including An Example Of How The Plan Has Worked For One Of The Projects Submitted As Part Of Sf 330, Section F Or How The Plan Will Work If It Has Not Been Used Previously. criterion 5—program Management And Capacity (sf 330, Part I, Section H): firms Will Be Evaluated On The Firm’s Ability To Plan For And Manage Work Under The Contract And The Capacity To Accomplish The Work In The Required Time. criteria 5 Submission Requirements: provide An Organizational Chart For The Team And Discuss The Management Plan For This Contract And Personnel Roles In The Organization. Describe The Ability Of The Firm To Manage, Coordinate And Work Effectively With Team Members, Both Internal Staff, Sub-contractors And Consultants. Discuss The History Of Working Relationships With Team Members, Including Joint Venture Partners Where Applicable. describe The Firm’s Present Workload And The Availability Of The Project Team (including Consultants) For The Specified Contract Performance Period. Describe The Workload/availability Of The Key Personnel During The Anticipated Contract Performance Period And The Ability Of The Firm To Provide Qualified Backup Staffing For Key Personnel To Ensure Continuity Of Services. General Statements Of Availability/capacity May Be Considered Less Favorably. describe The Firm’s Ability To Sustain The Loss Of Key Personnel While Accomplishing Work Within Required Time Limits, To Ensure Continuity Of Services And Ability To Meet Surges In Unexpected Project Demands And Ability To Adhere To Schedules And Budgets. criterion 6—firm Location (sf 330, Part I, Section H) firms Will Be Evaluated On The Locations Of Their Office Or Offices That Will Be Performing The Work Under This Contract And Demonstrated Knowledge Of The General Geographic Areas In Which Projects Could Be Located. Evaluation Of Firms Will Include Consideration Of Their Location Within The General Geographic Area Of The Anticipated Projects (primarily At Naval Undersea Warfare Center Newport Division, Newport, Ri). criteria 6 Submission Requirements: indicate Location Of The Office(s) That Will Be Performing The Work, Including Main Offices, Branch Offices, And Offices Of Team Members. provide A Narrative Describing The Team’s Knowledge And Previous Experience Of The Primary Geographic Areas To Be Covered By This Contract. provide A Narrative To Describe The Team’s Ability To Provide Timely Response To Requests For On‐site Support. Provide Timelines And Examples Of The Team’s Success In Providing This Response. Include Both Primary And Sub‐contractor Support As Required. Teams With A Demonstrated History Of Providing Timely Support May Be Considered More Favorably. criterion 7—volume Of Work (sf 330, Part 1, Section H) (tie-breaker) in The Event Of A Tie Among Equally Rated Firms, Those Firms Will Be Evaluated In Accordance With Dod Federal Acquisition Regulation Supplement (dfars) Procedures, Guidance And Information (pgi) 236.602‐1, From Data Extracted From The Federal Procurement Data System (fpds). Firms Will Be Evaluated In Terms Of Work Previously Awarded To The Firm By Dod Within The Past Twelve (12) Months With The Objective Of Effecting An Equitable Distribution Of Contracts Among Qualified A‐e Firms Including Small, Disadvantaged Business Firms, And Firms That Have Not Had Prior Dod A‐e Contracts. criterion 7 Submission Requirements: firms Shall Not Submit Data For This Factor.

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