Astm D Tenders

Description: Contact Information|4|n713.26|ghc|(717) 605-1884|joseph.d.weaver22.civ@us.navy.mil| Item Unique Identification And Valuation (jan 2023)|19|||||||||||||||||||| Higher-level Contract Quality Requirement (navicp Review Feb 1991)(feb 1999)|1|mil-i-45208| Inspection Of Supplies--fixed-price (aug 1996)|2||| Wide Area Workflow Payment Instructions (jan 2023)|16|combo Invoice & Receiving||tbd|n00104|tbd|tbd|see Schedule|tbd|||tbd|||||| Navy Use Of Abilityone Support Contractor - Release Of Offeror Information (3-18))|1|wss| Equal Opportunity (sep 2016)|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 (nov 2023)|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|332911|750|||||||||||| Notice Of Priority Rating For National Defense, Emergency Perpardeness, And Enrgy Progam Use (april 2008))|2||x| Accelerated Delivery Is Encouraged And Accepted Before The Delivery Date(s) Listed In The Schedule. ^^ "all Freight Is Fob Origin. This Rfq Is For Repair. The Resultant Award Of This Solicitation Will Be Issued Bilaterally, Requiring The Contractors Written Acceptance Prior To Execution.. Verify Nomenclature, Part Number, And Nsn Prior To Responding. The Government Is Seeking A Repair Turnaround Time (rtat) Of: 336 Days Government Source Inspection (gsi) Is Required. Please Note Freight Is Handled By Navy Cav Or Proxy Cav As Stated In Navsupwssfa24 Or Navsupwssfa25. Your Quote Should Include The Following Information: Quote Amount And Rtat Unit Price:__________ Total Price:__________ Repair Turnaround Time (rtat): _____ Days If Your Company Is Not Quoting The Government's Required Repair Turnaround Time (rtat) Or Earlier, Provide Your Company's Capacity Constraints? _________________________________________________________________ _________________________________________________________________ _________________________________________________________________ Repair Turnaround Time (rtat): The Resultant Contractual Delivery Requirement Is Measured From Asset Return To The Date Of Asset Acceptance Under The Terms Of The Contract. For Purposes Of This Section, Return Is Defined As Physical Receipt Of The F-condition Asset At The Contractors Facility As Reflected In The Aaction Date Entry In The Commercial Asset Visibility (cav) System. In Accordance With The Cav Statement Of Work, The Contractor Is Required To Accurately Report All Transactions By The End Of The Fifth Regular Business Day After Receipt And The Action Date Entered In Cav Must Be Dated To Reflect The Actual Date Of Physical Receipt. The Contractor Must Obtain Final Inspection And Acceptance By The Government For All Assets Within The Rtats Established In This Contract. "all Pricing Is Nte. Please Consider The Following When Providing Price: Include Repair Price With All Costs Associated With Receipt And Complete Repair Of Material. " Return Material Authorization # (rma), If Applicable:__________ Delivery Vehicle (if Delivery Order Requested) (if Your Company Has A Current Boa/idiq, For Example) :__________________ Testing And Evaluation If Beyond Repair T&e Fee/price (if Asset Is Determined Br/ber): If An Item Is Determined Br, And The Contractor Provides Documentation That Costs Were Incurred During Evaluation And Determination Of Br, The Contracting Officer Will Negotiate A Reduced Contract Price, Not-to Exceed (nte) $___________associated With The Repair Effort To Reflect The Br Status Of The Equipment. The T&e Fee (if Asset Is Determined Br/ber) Was Determined/computed Based On:______________________________________. Awardee Info & Performance Location Awardee Cage: __________ Inspection & Acceptance Cage, If Not Same As ""awardee Cage"": __________ Facility/subcontractor Cage (where The Asset Should Be Shipped), If Not Same As ""awardee Cage"":__________ Iot Compare Repair Price To Price To Buy New New Unit Price:__________ New Unit Delivery Lead-time:__________ "important Note: Any Asset For Which The Contractor Does Not Meet The Required Rtat Will Incur A Price Reduction Per Unit/per Month The Contractor Is Late - Any Delay Determined To Be Excusable (e.g. Government Delay) Will Not Result In A Price Reduction. If A Price Reduction Is Required Due To Unexcusable Contractor Delay, The Contracting Officer Will Implement The Aforementioned Price Reduction Via A ""reconciliation Modification"" At The End Of The Contract Performance. Price Reductions Made Pursuant To This Section Shall Not Limit Other Remedies Available To The Government For Failure To Meet Required Rtats, Including But Not Limited To The Government's Right To Terminate For Default. In Reference To The Above Important Note, The Contractor Provides The Following Price Reduction Amount Per Unit Per Month The Contractor Does Not Meet The Rtat: $__________, Up To A Maximum Of: $_________. Poc:j.weaver (n713.26) Email:joseph.d.weaver22.civ@us.navy.mil \ 1. Scope 1.1 This Contract/purchase Order Contains The Requirements For Repair And The Contract Quality Requirements For The Valve,globe . 2. Applicable Documents 2.1 Applicable Documents - The Document(s) Listed Below Form A Part Of This Contract/purchase Order Including Modifications Or Exclusions. 2.1.1 "document References" Listed Below Must Be Obtained By The Contractor. Ordering Information Is Included As An Attachment To This Contract/purchase Order. 2.1.2 The "document Changes" Section Provides Supersessions/changes To Referenced Documents. 2.2 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 Shall Take Precedence. Nothing In This Contract/purchase Order, However, Shall Supersede Applicable Laws And Regulations Unless A Specific Exemption Has Been Obtained. Drawing Data=6397408 |53711| C| |a|0001 | C|49998|0111026 Drawing Data=6397408 |53711| C| |a|0002 | C|49998|0118636 Drawing Data=6397408 |53711| C| |a|0003 | C|49998|0142391 Drawing Data=6397408 |53711| C| |a|0004 | C|49998|0208918 Drawing Data=6397408 |53711| C| |a|0005 | C|49998|0241375 Drawing Data=6397408 |53711| C| |a|0005.a | C|49998|0050515 Drawing Data=6397408 |53711| C| |a|0006 | C|49998|0067907 Drawing Data=6397408 |53711| C| |a|0007 | C|49998|0067608 Drawing Data=6397408 |53711| C| |a|0008 | C|49998|0067863 Drawing Data=6397408 |53711| C| |a|0009 | C|49998|0069222 Drawing Data=6397408 |53711| C| |a|0010 | C|49998|0074289 Drawing Data=6397408 |53711| C| |a|0011 | C|49998|0065239 Drawing Data=6397408 |53711| C| |a|0012 | C|49998|0069859 Drawing Data=6397408 |53711| C| |a|0013 | C|49998|0073427 Drawing Data=6397408 |53711| C| |a|0014 | C|49998|0091929 Drawing Data=6397408 |53711| C| |a|0015 | C|49998|0105563 Drawing Data=6397408 |53711| C| |a|0016 | C|49998|0099773 Drawing Data=6397408 |53711| C| |a|0017 | C|49998|0110220 Drawing Data=6397408 |53711| C| |a|0018 | C|49998|0071921 Drawing Data=6397408 |53711| C| |a|0019 | C|49998|0060319 Drawing Data=6397408 |53711| C| |a|0020 | C|49998|0072085 Drawing Data=6397408 |53711| C| |a|0021 | C|49998|0051612 Drawing Data=6397408 |53711| C| |a|0022 | C|49998|0081751 Drawing Data=6397408 |53711| C| |a|0023 | C|49998|0052349 Drawing Data=6397408 |53711| C| |a|0024 | C|49998|0081047 Drawing Data=6397408 |53711| C| |a|0025 | C|49998|0053254 Drawing Data=6397408 |53711| C| |a|0026 | C|49998|0082632 Drawing Data=6397408 |53711| C| |a|0027 | C|49998|0054641 Drawing Data=6397408 |53711| C| |a|0028 | C|49998|0070455 Drawing Data=6397408 |53711| C| |a|0029 | C|49998|0049806 Drawing Data=6397408 |53711| C| |a|0030 | C|49998|0071412 Drawing Data=6397408 |53711| C| |a|0031 | C|49998|0050521 Drawing Data=6397408 |53711| C| |a|0032 | C|49998|0076499 Drawing Data=6397408 |53711| C| |a|0033 | C|49998|0052954 Drawing Data=6397408 |53711| C| |a|0034 | C|49998|0123838 Drawing Data=6397408 |53711| C| |a|0035 | C|49998|0133851 Drawing Data=6397408 |53711| C| |a|0036 | C|49998|0138006 Drawing Data=6397408 |53711| C| |a|0037 | C|49998|0124220 Drawing Data=6397408 |53711| C| |a|0038 | C|49998|0087064 Drawing Data=6397408 |53711| C| |a|0039 | C|49998|0105463 Drawing Data=6397408 |53711| C| |a|0040 | C|49998|0092263 Drawing Data=6397408 |53711| C| |a|0041 | C|49998|0098859 Drawing Data=6397408 |53711| C| |a|0042 | C|49998|0110718 Drawing Data=6397408 |53711| C| |a|0043 | C|49998|0060485 Drawing Data=6397408 |53711| C| |a|0044 | C|49998|0093955 Drawing Data=6397408 |53711| C| |a|0045 | C|49998|0061510 Drawing Data=6397408 |53711| C| |a|0046 | C|49998|0111652 Drawing Data=6397408 |53711| C| |a|0047 | C|49998|0107134 Drawing Data=6397408 |53711| C| |a|0048 | C|49998|0079527 Drawing Data=6397408 |53711| C| |a|0049 | C|49998|0104723 Drawing Data=6397408 |53711| C| |a|0050 | C|49998|0073178 Drawing Data=6397408 |53711| C| |a|0051 | C|49998|0050581 Drawing Data=6397408 |53711| C| |a|0051.a | C|49998|0042631 Drawing Data=6397408 |53711| C| |a|0052 | C|49998|0192884 Drawing Data=6397408 |53711| C| |a|0053 | C|49998|0217044 Drawing Data=6397408 |53711| C| |a|0054 | C|49998|0198162 Drawing Data=6397408 |53711| C| |a|0055 | C|49998|0221571 Drawing Data=6397408 |53711| C| |a|0056 | C|49998|0114011 Document Ref Data=mil-std-129 | | |p |041029|a| |03| Document Ref Data=mil-std-167 |0001| |a |051102|a| | | Document Ref Data=mil-std-798 | | | |880229|a| |01| Document Ref Data=mil-a-8625 | | |f |030915|a| 1| | Document Ref Data=mil-c-15726 | | |f |911008|a| 1| | Document Ref Data=mil-b-24480 | | |a |910326|a| | | Document Ref Data=mil-i-45208 | | |a |961001|a|2 | | Document Ref Data=mil-s-46163 | | |a |010323|a| 2| | Document Ref Data=mil-r-83248 | | |c |010621|a| | | Document Ref Data=ansi/iso/asq Q9001-2000 | | | |001213|a| | | Document Ref Data=mil-std-100 | | |g |970609|a| |02| Document Ref Data=astm-b150 | | | |050916|a| | | Document Ref Data=astm-b164 | | | |930215|a| | | Document Ref Data=astm-d2000 | | | |910225|a| | |n Document Ref Data=mil-prf-20042 | | |e |990916|a| | | Document Ref Data=astm-b21/b21m | | | |900223|a| | | Document Ref Data=astm-a231/a231m | | | |941003|a| | | Document Ref Data=astm-b26/b26m | | | |920515|a| | | Document Ref Data=astm-a276 | | | |940315|a| | | Document Ref Data=astm-b36/b36m | | | |910222|a| | | Document Ref Data=astm-b446 | | | |941003|a| | | Document Ref Data=astm-a479/a479m | | | |940115|a| | | Document Ref Data=astm-d523 | | | |890331|a| | | Document Ref Data=astm-b61 | | | |930215|a| | | Document Ref Data=astm-d751 | | | |890428|a| | | Document Ref Data=mil-prf-81733 | | |d |980515|a| | | 3. Requirements 3.1 ;the Valve Assembly Shall Be Repaired/refurbished In Accordance With Naval Sea Systems Command Drawing 803-6397408. Assembly Part Number 803-6397408-assy98 Applies. One Manual Operator Wrench, Test Fitting, One 3/8 Inch Union Nut (pc 199), Female Tailpiece (pc 200), And O-ring (pc 204) Shall Be Supplied With Each Valve Assembly.; 3.1.1 ;each Valve Assembly Shall Be Completely Disassembled, Cleaned, And Visually And Dimensionally Examined For Evidence Of Wear Or Damage. All Defective Parts Shall Be Repaired Or Replaced. 100% Replacement Of The Following Parts Are Required: Seat, Disk, Disk Gasket, Diaphragm, Amd O-ring Seals. The Valve Shall Be Assembled And Tested As Specified Elsewhere In The Purchase Order/contract.; 3.2 Configuration Control In Accordance With Mil-std-973 Short Form Procedures - The Requirements Of Mil-std-973 Are Hereby Invoked In The Contract/purchase Order. The Tailoring Notes Stated In The Order Cited In Paragraph 6.2.1.3 Are Stated Below: A. Considered, Tailoring Implemented B. Automated Processing And Submittal Is Not Required. Interactive Access To Digital Data Is Not Required. C. Configuration Audits Are Not Required. D. Contractor's Configuration Management Plan Is Not Requried. E. Configuration Terminology Development Documentation Is Required. F. Only Paragraphs 5.3.3.2, 5.3.6.4, 5.3.6.7, 5.3.6.7.3 Are Required. G. Fcd Is Not Required. H. Acd And Pcd Is Not Required. I. Not Applicable (na) To This Contract/purchase Order. J. Na To This Contract/purchase Order. K. Na To This Contract/purchase Order. L. Paragraph 5.3.6 With The Exception Of Paragraph 5.3.6.5 And 5.3.6.7.1 Are Required. M. Paragraph 5.3.6.6 And 5.3.6.6.2 Are Required. N. Paragraph 5.3.6.6.1 Is Not Required Unless Specifically Cited Elsewhere In Section "c" Of This Contract/purchase Order. O. The Marking Requirement Is Stated Elsewhere In Section "c" Of This Contract/purchase Order. P. Interface Requirements Are As Specified On The Drawings Provided With This Contract/purchase Order Or The Primary Equipment Performance Mil-spec Or Std Cited In Section "c" Of This Contract/purchase Order. Q. Na To This Contract/purchase Order. R. All Class I Changes To Either A Government Owned Configuration Identification (ci) Or Baseline Configuration Shall Be Submitted To The Procurement Contracting Officer For Review And Subsequent Approval - Conditional Approval Or Disapproval. Ndi, Cots, And Pdi Items Previously Accepted By The Government Shall Be Submitted As Above. This Process Does Not Excuse The Contractor From Initially Offering To The Government An Item Which Meets The Minimum Technical And Operational Requirements Set Forth In This Contract/ Purchase Order. S. Preliminary Change Notices And Advance Change Study Notices Are Not Required. T. Na To This Contract/purchase Order. U. And V. Class Ii Engineering Change Proposal (ecp) May Be Carried Through Provided The Government Qar Reviews And Concurs With The Classification Review Which Resulted In The Ecp Being Classified As Class Ii. W. Paragraph 5.4.3 Is Required. X. Paragraph 5.4.4 Is Required. Y. Nors Are Not Required For This Contract/purchase Order. Z. Short Form Procedures Are Allowed. Aa. Paragraph 5.5.2 Is Not Required For This Contract/purchase Order. Ab. Paragraph 5.5.7 Is Not Required For This Contract/purchase Order. Ac. Paragraph 5.5.8 Is Not Required For This Contract/purchase Order. Ad. Paragraph 5.6.2 Is Not Required For This Contract/purchase Order. Ae. Paragarph 5.6.3 Is Not Required For This Contract/purchase Order. Af. Paragraph 5.4.2.2.3.2b Is Not Required For This Contract/purchase Order. 3.2.1 Configuration Control - When The Contractor Has Received Authorization On A Prior Contract For The Same Nsn For The Use Of A Drawing Of A Later Revision Status, That Authorization Is Hereby Extended To All Succeeding Contracts/purchase Orders Until Another Drawing Revision Is Approved. The Contractor Will Notify The Pco Of This Occurrence In Each Instance, In The Response To The Solicitation. Such Notification Shall Be In Writing Setting Forth The Contract Under Which The Prior Authorization Was Granted, The Date Of The Granting Of The Authorization, And The Name Of The Granting Authority. Contractors Shall Also Refer Technical Inquiries (other Than Those Covered By Mil-std-973) On Company Letterhead Signed By A Responsible Company Official, With Copies Distributed As Stated Below. The Original And Two Copies Of All Contractor Generated Correspondence Regarding Configuration Shall Be Submitted To Contracting Officer, Navicp-mech, P.o. Box 2020, Mechanicsburg, Pa 17055-0788. Contractors Are Cautioned That Implementing Engineering Changes, Waivers, Deviations Or Technical Inquiries Into The Contract/purchase Order Without Approval Of The Contracting Officer Will Be At The Sole Risk Of The Contractor. 3.3 Changes In Design, Material Servicing, Or Part Number - Except For A Code 1 Change, Which Shall Be Processed As Provided In The Code Statement Shown Below, No Substitution Of Items Shall Be Made Until The Navicp-mech Contracting Officer Has Notified And Approval Has Been Given By Issuance Of A Written Change Order. When Any Change In Design, Material, Servicing Or Part Number Is Made To Replace Or Substitute Any Item To Be Furnished On This Contract/purchase Order, The Contractor Shall Furnish, For The Substituting/replacement Item, A Drawing And An Explanation Of The Reason For The Change, Explaining The Reason Therefor. If Finished Detail Drawings Are Not Available, Shop Drawings In The Form Used By The Manufacturer Will Be Acceptable For Government Evaluation. When Notifying The Procurement Contracting Officer Of The Reasons For Making Substitutions, The Type Of Change Shall Be Indicated By Code Number In Accordance With One Of The Following Statements: Code 1: Part Number Change Only - If The Manufacturer's Part Number Indicated Thereon Has Changed, But The Parts Are Identical In All Respects, Supply The Item And Advise Navicp-mech Immediately Of The New Part Number. Code 2: Assembly (or Set Or Kit) Not Furnished - Used Following Detail Parts. Code 3: Part Not Furnished Separately - Use Assembly. Code 4: Part Redesigned - Old And New Parts Are Completely Interchangeable. Code 5: Part Redesigned - New Part Replaces Old. Old Part Cannot Replace New. Code 6: Part Redesigned - Parts Not Interchangeable. 3.4 Qualification Requirements - This Item Contains Components That Must Be Manufactured By A Government Qualified Products List (qpl) Supplier. 3.5 Marking - This Item Shall Be Physically Identified In Accordance With ;general Note 7 Of Drawing 803-6397408; . 3.6 Production Lot Approval (contractor Testing) - Production Lot Test And Approval Is Required. 3.7 Cage Code/reference Number Items - The Valve,globe Repaired Under This Contract/purchase Order Shall Meet The Operational And Functional Requirements As Represented By The Cage Code(s) And Reference Number(s) Listed Below. All Repair Work Shall Be Performed In Accordance With The Contractors Repair/overhaul Standard Practices, Manuals And Directives Including But Not Limited To Drawings, Technical Orders, Manufacturing Operations, Tooling Instructions, Approved Repair Standards And Any Other Contractor Or Government Approved Documents Developed To Provide Technical Repair Procedures. Cage___ref. No. ;53711 803-6397408-assy98; 4. Quality Assurance 4.1 Responsibility For Inspection - Unless Otherwise Specified In The Contract/purchase Order, The Contractor Is Responsible For The Performance Of All Inspection Requirements As Specified Herein. Except As Otherwise Specified In The Contract/purchase Order, The Contractor May Use His Own Or Any Other Facilities Suitable For The Performance Of The Inspection Requirements Specified Herein, Unless Disapproved By The Government. The Government Reserves The Right To Perform Any Of The Inspections Set Forth In The Specification Where Such Inspections Are Deemed Necessary To Assure Supplies And Services Conform To Prescribed Requirements. 4.2 Quality System Requirements - The Supplier Shall Provide And Maintain A Quality System Acceptable To The Government. The Quality System Requirements Shall Be In Accordance With Iso 9001. 4.3 Quality System Requirements - The Supplier Shall Provide And Maintain A Quality System Acceptable To The Government. The Quality System Requirements Shall Be In Accordance With Iso 9002. 4.4 Inspection System Requirements - The Supplier Shall Provide And Maintain An Inspection/quality System Acceptable To The Government. The Inspection System Requirements For This Contract/purchase Order Shall Be In Accordance With Mil-i-45208. Suppliers Certified To Perform Under Iso 9001 Or Iso 9002 Are Granted Permission To Utilize The One Desired In Lieu Of Mil-i-45208. 4.5 Responsibility For Compliance - All Items Must Meet All Requirements Of This Contract/purchase Order. The Inspection Set Forth In This Specification Shall Become A Part Of The Contractor's Overall Inspection System Or Quality Program. The Absence Of Any Inspection Requirements Shall Not Relieve The Contractor Of The Responsibility Of Assuring That All Products Or Supplies Submitted To The Government For Acceptance Comply With All Requirements Of The Contract/purchase Order. Sampling In Quality Conformance Does Not Authorize Submission Of Known Defective Material, Either Indicated Or Actual, Not Does It Commit The Government To Acceptance Of Defective Material. 4.6 Records - Records Of All Inspection Work By The Contractor Shall Be Kept Complete And Available To The Government During The Performance Of Contract/purchase Order And For A Period Of 365 Calendar Days After Final Delivery Of Supplies. 4.7 Production Lot Test (contractor) - The Contractor Shall Perform 100% Production Testing In Accordance With ;general Notes 6.a Thru 6.c Of Drawing 803-6397408; . 4.8 Production Lot Test/inspection Report - The Contractor Shall Prepare And Submit A Report In Accordance With The Contract Data Requirements List (dd Form 1423). Each Lot Of Diaphragm Material Shall Be Tested In Accordance With General Notes 6.d Of Drawing 803-6397408. Certification Of Tests Are Required. 4.9 Visual, Dimensional, Mechanical Examination - Each Valve,globe Shall Be 100% Inspected In Accordance With ;drawing 803-6397408; . 4.10 Inspection/testing Repaired Items - The Contractor Shall Perform All Inspection And Testing Requirements As Specified In The Original Manufacturer's Specifications And Drawings. 5. Packaging 5.1 Preservation, Packaging, Packing And Marking - Preservation, Packaging, Packing And Marking Shall 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 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. A. Availability Of Cancelled Documents - The Dodssp Offers Cancelled Documents That Are Required By Private Industry In Fulfillment Of Contractual Obligations In 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. They May 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 Contract Number, 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 Navicp-mech 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 From: Commanding Officer Navicp-mech 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: Naval Inventory Control Point Code 1 Support Branch 700 Robbins Avenue Phildelphia, Pa. 19111-5094 H. Interim Changes And Classified Specifications Shall Be Obtained By Submitting A Request On Dd Form 1425 To Navicp-mech. 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. There Are 7 (seven) Seperate 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. Date Of First Submission=asreq ;paragraphs 10.2.2 (b,c,d) And 10.2.3 Of Di-ndti-80492 Do Not Apply. Block 12-submit For Dcmao Approval Upon Completion Of Test. Forward Approved Copy With Dd Form 250 To Navicp-m Pco At Time Of Shipment.; Block 12 - Resubmit No Later Than ;30; Days After Disapproval. Date Of First Submission=asreq ;paragraphs 10.2.2, 10.2.3, 10.3.1 And 10.4 Of Di-misc-80678 Do Not Apply Certification Shall Be For Tests Specified By General Notes 6.d Of Drawing 803-6397408. Submit For Dcmao Approval Upon Completion Of Tests. Forward Approved Copy With Dd Form 250 To Navicp-m Pco At Time Of Shipment.; Block 12 - Resubmit No Later Than ;30; Days After Disapproval.

Details: 1. General. 1.1 Scope. The Contractor Shall Provide All Plant Labor And Material Necessary To Furnish And Deliver A minimum Of 650 Tons And Up To 1,100 Tons Of Bedding Material And A Minimum Of 1,400 Tons And Up To 2,100 Tons Of Riprap To Winnibigoshish Dam Located On The Right Bank (when Looking Downstream) Of The upper Mississippi River Approximately 15 Miles West Of Deer River, Minnesota. 1.2 Applicable Publications. The Publications Listed Below Form A Part Of This Scope Of Work To The Extent referenced. The Publications Are Referred To In The Text By Basic Designation Only. u.s. Army Corps Of Engineers, Engineer Manual (em). em 385-1-1 Safety And Health Requirements Manual, (15 March 2024). astm International (astm). astm C 33/c 33m Standard Specification For Concrete Aggregates (2008) astm C 136 Standard Test Method For Sieve Analysis Of Fine And Coarse Aggregates (2006) astm D 75/d75 M Standard Practice For Sampling Aggregates (2009) astm D 4791 Flat Particles, Elongated Particles, Or Flat And Elongated Particles In Coarse aggregate (2005e1) 1.3 Submittals 1.3.1 General. The Contractor Shall Submit The Following As Required. Approval Of Submittals Will Not Relieve the Contractor Of Responsibility To Furnish Materials As Required. In Order To Make The Submittal process As Efficient As Possible, The Contracting Officer May Give Verbal Responses To A Submittal followed By The Written Response At A Later Date. In This Case, The Submittal Response Date Will Be The date That The Verbal Response Was Given. a. Submittal Control Document (eng Form 4288-r) As Specified In Paragrpah 1.3.3 Submittal control b. Material Source As Specified In Paragraph: 2.2 Sources And Evaluation c. Method Of Processing Riprap As Specified In Paragraph: 2.1.6 Riprap And Bedding Gradation processing d. Gradation Test Results As Specified In Paragraphs: 2.4 Riprap Gradation Testing And 2.5 bedding Gradation Testing e. Plan Indicating Location And Schedule Of Weighing Operations As Specified In Paragraph: 1.4.1.1.1 Measurement f. Delivery Tickets As Specified In Paragraph: 1.4.1.1 Weighing Operations g. Scale Accuracy Certification As Specified In Paragraph: 1.4.1 Measurement h. Daily Delivery Report As Specified In Paragraph: 1.4.1.1 Weighing Operations i. Pre-delivery Site Survey As Specified In Paragraph: 3.7 Protection Of Government Buildings, equipment, Facilities, And Vegetation. 1.3.2 Submission Of Submittals. Submittals Shall Be Submitted To The Contracting Officer In Ample Time To secure Approval Prior To The Time The Items Covered Are To Be Delivered To The Site. Eng Form 4025 (attachment 5) Shall Be Used For The Transmittal Of Submittals. One Electronic Copy Of All Submittals shall Be Provided. Hard Copies Of Submittals Are Generally Not Required Unless Specifically Noted. The government Shall Be Provided At Least Three Working Days To Review A Submittal Unless Specified otherwise. 1.3.3 Submittal Control. Within 7 Calendar Days After Contract Award Date, The Contractor Shall Submit To the Contracting Officer For Review And Approval, A Submittal Control Document (eng Form 4288-r) In electronic Format Listing And Scheduling All Items Required To Be Furnished For Review By The government. A Blank Submittal Register Is Included In Attachment 3. Primary Responsibility For submittals Shall Rest With The Contractor. The Contractor Shall Furnish Submittals For All Deviations from The Specifications. 1.4 Measurement And Payment. 1.4.1 Measurement. Riprap Shall Be Weighed On An Accurate, Approved Scale Furnished Or Made Available by The Contractor. Before Being Approved For Use, The Scale Shall Have Been Tested By The Applicable state’s Department Of Weights And Measures Or By A Reliable Scale Servicing Company So As To operate Within A Degree Of Error Not Greater Than 1 Percent And To Be Sensitive To A Change In Load Of 1/5 Of 1 Percent, Both Percentages Being Based On The Total Required Weight Of Material Normally weighed As A Unit On The Scale. The Contractor Shall Submit The Certification Document From The appropriate State’s Department Of Weights And Measures Or Scale Servicing Company That The proposed Scale Complies With The Requirements Listed Above. Scales Shall Be Spot Checked For accuracy And Sensitivity As Often As Directed By The Contracting Officer During Stone Delivery. When materials Are Weighed In Hauling Vehicles, Gross Weights Shall Be Checked And The Vehicle Tare Weight determined As Often As The Contracting Officer Directs. The Contractor Shall Furnish Such Weights, accessories, And Assistance As The Contracting Officer May Require For Conducting Weighing equipment Tests. 1.4.1.1 Weighing Operations. Weighing Operations Shall Be Performed, As Approved, In The Presence Of The contracting Officer, Unless Waived. Each Load Shall Be Accompanied By Duplicate Copies Of Delivery tickets Certified By The Weighmaster. As A Minimum, Each Ticket Shall Contain The Following information: a. Date And Time. b. Vehicle Number. c. Gross Weight. d. Vehicle Tare Weight. e. Net Weight Of Riprap. f. Material Weighed (description Of Load Contents). g. Signature Of Weighmaster. the Government Will Collect A Copy Of The Delivery Ticket From Each Truck As It Arrives On Site. the Contractor Shall Submit A Daily Report Detailing The Number Of Trucks That Made Deliveries To The site As Well As An Overall Quantity Of Material Delivered To The Site That Day. All Daily Reports Shall Be submitted No Later Than 24 Hours After The Report Period End Date And Time. 1.4.1.1.1 A Plan Indicating The Location And Proposed Schedule Of Weighing Operations Shall Be Submitted for Approval In Accordance With Paragraph: 1.3 Submittals. 1.4.2 Payment. Riprap And Bedding Material Shall Be Measured And Paid For By The Net Ton (2,000 Pounds avoirdupois) Of Acceptable Material Delivered As Specified To The Designated Delivery Site. 1.5 List Of Attachments: 1 – Usgs Little Winnibigoshish Lake Mn 7.5 Minute Quadrangle Sheet 2 –approved Material Sources 3 – Blank Submittal Register (eng Form 4288-r) 4 – Gradation Forms: riprap Gradation Curve bedding Gradation Curve riprap Gradation Analysis Worksheet, Method A riprap Gradation Analysis Worksheet, Method B 5 – Blank Submittal Transmittal Form (eng Form 4025) 6 – Sample Submittal Register 2. Products. 2.1 Materials. 2.1.1 General. Riprap And Bedding Material Shall Be Tough And Durable Stone Of Suitable Quality To Ensure permanence In The Upper Mississippi River Environment. Stone Shall Be Free From Cracks, Seams And other Defects That Would Unduly Increase Its Deterioration From Natural Causes. A Crack Is Considered to Be Detrimental If It Is More Than Four (4) Mils Wide And Is Continuous For One-third The Dimension Of at Least Two Sides Of The Stone. Materials Shall Be Adequately Free From Thin, Flat And Elongated pieces, And Shall Contain No Organic Matter Nor Soft, Friable Particles In Quantities Considered objectionable By The Contracting Officer. The Bedding Aggregates Shall Meet The Quality requirements Of Astm C33/c33m. 2.1.2 Specific Gravity. All Stone Shall Have A Specific Gravity Of Not Less Than 2.65. 2.1.3 Riprap And Bedding Shape. The Maximum Aspect Ratio (greatest Dimension: Least Dimension) Of Any piece Of Stone For Size Ranges Shall Not Be Greater Than 3:1 When Measured Across Mutually perpendicular Axis. Astm D4791 Shall Be Used As A Guide To Perform The Test. 2.1.4 Riprap Gradation. Riprap Shall Be Reasonably Well Graded Within The Specified Limits Shown On The riprap Gradation Curve, Eng Form 4055, Contained In The Attachment 4. Inclusion Of Objectionable quantities Of Dirt, Sand, Clay, Rock Fines, Or Other Deleterious Materials Will Not Be Allowed Or measured For Payment. 2.1.5 Bedding Gradation. Bedding Shall Be Well Graded Between The Limits Shown On Bedding Gradation, eng Form 2087, In The Attachment 4. Inclusion Of Objectionable Quantities Of Dirt, Sand, Clay, Rock fines, Or Other Deleterious Materials Will Not Be Allowed Or Measured For Payment. 2.1.6 Riprap And Bedding Gradation Processing. On The Same Date The Contractor Provides The Submittal for Material Sources, The Contractor Shall Also Submit For Approval The Method Of Processing Materials at The Quarry That Will Preclude The Inclusion Of Objectionable Amounts Of Fine Material And Organic matter. All Materials Shall Be Processed In Accordance With The Approved Method. Quarry-run Riprap material Will Not Be Accepted. All Rock Designated For Use As Riprap Shall Be Processed Over A Vibratory grizzly Or By An Approved Method To Ensure The Exclusion Of Poor Quality Rock. 2.2 Sources And Evaluation. 2.2.1 Contractor Shall Identify Proposed Material Sources With The Proposal Information. 2.2.2 Approved Material Sources Are Provided In Attachment 2. The Contractor May Elect To Furnish Rock from Another Source(s) Not Listed In Attachment 2, Provided The Source Is Approved By The contracting Officer And Meets The Conditions Hereinafter Stated. If The Contractor Proposes To Furnish materials From A Source Not Listed, The Government Geologist Will Make Such Investigations And evaluations As Necessary To Determine Whether Or Not Materials Meeting The Requirements Of This contract Can Be Produced From The Proposed Source. The Contractor Shall Be Responsible For Making its Own Investigations For Sources Of Suitable Materials And For Making Its Own Arrangements With The owners Of The Quarries Or Land For Procuring The Required Quantities Of Suitable Materials. 2.2.2.1 Within 7 Calendar Days After Award Of The Contract, The Contractor Shall Designate And Submit For approval Only One Source Or Combination Of Sources From Which It Proposes To Furnish The Materials specified. If The Contractor Proposes To Furnish Materials From A Source Or From Sources Not Listed In attachment 2, It May Designate Only A Single Source Or A Single Combination Of Sources From Which To furnish The Material Specified. Samples For Acceptability Testing Shall Be Provided As Required By The paragraph: 2.3 Tests For Acceptability Of Alternative Source Material. If A Source For Materials So designated By The Contractor Is Not Approved For Use By The Contacting Officer, The Contractor Shall not Submit For Approval Other Sources But Shall Furnish The Materials From Approved Sources Selected from The List In Attachment 2, At No Additional Cost To The Government. 2.2.2.2 Approval Of A Source Of Material Is Not To Be Construed As Approval Of All Material From That Source. the Right Is Reserved By The Government To Reject Materials From Certain Localized Areas, Zones, strata, Or Channels When Such Material Are Unsuitable As Determined By The Government Geologist. materials Produced From An Approved Source Shall Meet All Of The Requirements Of This Specification. 2.3 Tests For Acceptability Of Alternative Source Material. 2.3.1 Quality Tests And Service Records Will Be Used To Determine The Acceptability Of Stone Materials. In The event Suitable Test Reports And Satisfactory Service Records Are Not Available, As In The Case Of Newly operated Sources, The Materials Will Be Tested To Determine Acceptability. Tests To Which The materials May Be Subjected To Include Petrographic Analysis, Specific Gravity, Soundness, Abrasion, absorption, Freezing And Thawing, And Other Tests Considered Necessary To Demonstrate Acceptability. tests Will Be Made By, Or Under The Supervision Of, The Government And At The Government’s expense. 2.4 Riprap Gradation Testing. 2.4.1 General Requirements. Gradation Tests Shall Be Performed By The Methods And Frequency Listed below. Testing Listed Herein Shall Be Completed By And At The Expense Of The Contractor. Gradation testing Results, Including Failed Tests, Shall Be Submitted Utilizing The Gradation Plots For The Required riprap Gradation And The Worksheet For Gradation Analysis Of Riprap (gradation Plots And blank Copies Of The Worksheet Are Included In The Attachments Section). The Contracting Officer Shall direct The Time And Location Of Sampling, Unless Waived. Samples Will Be Taken From Stockpiles Or loaded Trucks, And Not Directly From Conveyers Or Chutes. The Contracting Officer Shall Be Informed A minimum Of 24 Hours Before Each Test Is To Be Performed. The Results Of All Tests, Including Failing tests Shall Be Submitted On The Appropriate Gradation Plots And Worksheets. The Contracting Officer shall Be Informed Immediately Of Test Results And Draft Copies Of Test Results Shall Be Submitted At The contracting Officer’s Request. Tests Performed On Material That Does Not Meet Gradation And Shape requirements Will Not Be Counted As Part Of The Tests Required. 2.4.2 Test Method A. Test Method A Shall Consist Of Weighing All Stones Larger Than 5 Pounds In A Sample. five To Seven Weight Classes Shall Be Selected Within The Range Of Stone Sizes. Each Stone Shall Be weighed And Recorded On The Worksheet For Method A. The Weight Of Stones Shall Be Summed For each Weight Class; After Which Calculations And A Plot Of The Gradation Shall Be Completed In accordance With Accepted Practice For Soil And Aggregate Gradations. 2.4.3 Test Method B. Test Method B Shall Consist Of Separating The Stones Into 5 To 7 Piles, Ordered By Size. the Sample Shall Be Separated On A Clean, Hard Surface That Is Free Of Smaller Stones That Could become Mixed With The Sample. The Stones Shall Be Visually Screened To Place Them Into Appropriate piles. All Stones Shall Be Separated And Placed Into A Pile Before Weighing. After Separating, The smallest And The Largest Rock In Each Pile Shall Be Weighed And Recorded. The Stones Shall Be Adjusted as Necessary So That The Weight Classes Do Not Overlap. After Adjustment Is Adequate And Weight classes Have Been Established, Each Pile Of Stone Shall Be Weighed And Recorded On The Worksheet For method B. Calculations And A Plot Of The Gradation Shall Be Completed In Accordance With Accepted practice For Soil And Aggregate Gradations. 2.4.4 Scales. Accuracy Of Scales Shall Be As Required In Paragraph: 1.4.1 Measurement. 2.4.5 Testing. A Sample Shall Be Obtained From Each Approved Material Source Or Combination Of Sources for Each Gradation Required And Tested In Accordance With Either Method A Or B. A Satisfactory Test shall Be Obtained From Each Source Or Combination Of Sources For Each Gradation Prior To Hauling Any riprap From That Quarry. Each Sample Shall Have A Minimum Gross Weight Of Not Less Than 2,125 Lbs. 2.4.6 Testing Frequency. Gradation Tests Will Be Required At A Frequency Of 1 Per 1,000 Tons Of Material from A Specific Source That Is Brought On Site, With A Minimum Of Two Gradation Tests Performed. tests That Do Not Meet Gradation Requirements Will Not Be Counted. 2.4.7 Corrective Action. If Materials Fail To Meet Gradation Or Shape Requirements, The Contractor Shall adjust Its Operations And Verify With Necessary Tests That Acceptable Materials Are Being Produced, Or it Shall Propose Another Source And Verify, With Necessary Tests, That Acceptable Material Can Be produced From That Source. 2.5 Bedding Gradation Testing 2.5.1 The Bedding Materials Shall Be Sampled In Accordance With Astm D75/75m And Tested In Accordance with Astm C136/c136m. 2.5.2 Testing Frequency. At Least 1 Gradation Test Shall Be Performed Per 500 Tons Of Material From A specific Source That Is Brought On Site, With A Minimum Of Two Gradation Tests Performed. Tests That do Not Meet Gradation Requirements Will Not Be Counted. 2.5.3 Sample Size. Samples Must Have A Minimum Gross Weight Not Less Than 440 Pounds. 3. Execution. 3.1 Schedule And Ordering. Delivery Of Riprap And Bedding To The Site Shall Commence On July 22, 2024 and Shall Continue On Consecutive Workdays Until Completed, Unless Directed Otherwise By The contracting Officer. Deliveries Prior To July 22, 2024 Will Need To Be Approved By The Contracting Officer. the Contracting Officer Will Notify Contractor A Minimum Of 14 Calendar Days Prior To Commencing delivery. The Contractor Shall Provide The Riprap Gradation Submittals For Approval No Later Than 5 calendar Days Prior To Delivery Of Materials To The Specified Delivery Location. The Contracting Officer May temporarily Suspend Deliveries For Up To Five Consecutive Days. The Contracting Officer Shall Provide The contractor With At Least 48 Hours Advance Notice Prior To Temporarily Suspending Deliveries. The contracting Officer May Temporarily Suspend Deliveries As Many Times As Required During The Contract performance Period. The Delivery Hours Shall Be Between The Hours Of 7:30 A.m. And 5:00 P.m. (local time), Monday Through Thursday With The Potential For Deliveries On Friday, Saturday, And Sunday, Unless directed Otherwise By The Contracting Officer. No Deliveries Shall Be Made On Federal Holidays. 3.2 Coordination. The Contractor Shall Not Block Access Routes For Extended Periods Of Time And Shall coordinate Delivery Access Routes With The Following: kip Baures marine Mechanic 507.429.1116 (mobile) kipp.m.baures@usace.army.mil kurt Schroeder engineering Technician 651.212.3908 (office) 507.312.5258 (mobile) kurt.b.schroeder@usace.army.mil 3.3 Delivery Location. All Riprap And Bedding Required Under This Contract Shall Be Delivered To The downstream Embankment Toe Via An Access Road From Great River Road. Winnibigoshish Dam Is Located on The Right Descending Bank Of The Mississippi River In Cass County, Minnesota Approximately 15 Miles west Of Deer River, Minnesota. The Winnibigoshish Dam Is Located On The Usgs Little Winnibigoshish Lake 7.5 Minute Quadrangle. This 7.5 Minute Quadrangle Sheet Is Included As Attachment 1. The Access Road Is further Specified As The Following Latitude And Longitude: latitude: 47.427339◦, Longitude: -94.054320◦ 3.4 Delivery. Delivery Of Materials By The Contractor Shall Include Placing Material Directly From The Delivery trucks Into A Stockpile Area On Site. 3.4.1 Loading Materials. Delivery Trucks Used By The Contractor For Loading Riprap And Bedding Onto stockpiles Shall Be Straight Tandem, Tri, Or Quad Axle Dump Trucks With Maximum 18 Ton Capacity. If the Maximum Capacity Of A Straight Tandem, Tri, Or Quad Axle Dump Truck Is Greater Than 18 Tons, It may Only Be Loaded With Up To A Maximum Of 18 Tons Of Cargo. The Use Of Articulated End-dump trailers, Side Dump, Or Belly Dump Trailers Will Not Be Allowed. The Contracting Officer Reserves The right To Reject Delivery From Any Truck That Cannot Safely Discharge Its Cargo At The Point Of Delivery. 3.4.2 Delivery Rate. The Material Delivery Rate Will Vary Between 18 Tons And 800 Tons Per Day, As requested By The Contracting Officer’s Representative. It Is Anticipated That The Bedding Material Will be Delivered First And The Riprap Will Be Delivered After Completing Delivery Of The Bedding Material. the Contractor Shall Be Required To Increase Or Decrease The Delivery Rate Within The Above Stated delivery Rate Range On A Daily Basis Until The Required Quantity Of Material Is Met. 3.5 Quality Control. The Contractor Shall Establish And Maintain Quality Control And Shall Maintain Records of The Quality Control For Work Under This Section To Ensure Compliance With Contract Requirements. A copy Of Inspections And Tests, As Well As Corrective Actions Taken, Shall Be Furnished To The Government. 3.6 Safety. The Contractor Shall Comply With All State And Federal Osha Requirements As Well As All Pertinent provisions Of The Latest Version Of The U.s. Army Corps Of Engineers Safety And Health Requirements manual, Em 385-1-1. If A Conflict Exists Between The Guidance Provided Between The Sources Listed Above, the Contractor Shall Follow The Most Stringent Standard Given. A Current Copy Of Em 385-1-1 Can Be Found at Https://www.publications.usace.army.mil/portals/76/publications/engineermanuals/em_385-1-1.pdf 3.7 Protection Of Government Buildings, Equipment, Facilities, And Vegetation. The Contractor shall Use Reasonable Care To Avoid Damaging Existing Structures, Equipment, And Vegetation On The government Site. The Contractor Shall Submit A Pre-delivery Site Survey Providing Photographic documentation Of The Roads And Streets To Be Used For Delivery On The Winnibigoshish Embankment facility To Include Access Roads For Government Approval Prior To Commencing Any Rock Deliveries. The photographs Shall Be Full Color Submitted In A .pdf Format. The Survey Shall Contain As A Minimum A Title cover Page, A Short Narrative Stating The Names Of The Persons Who Took The Photos, The Date The Photos were Taken, Any Items Of Pre-existing Damage, And Each Photo Shall Contain A Descriptive Caption. The contractor Shall Take Enough Photos Of The Site To Adequately Document The Pre-delivery Condition Of All access Roads, And Parking Lots. If The Contractor’s Failure To Use Reasonable Care Causes Damage To Any Of this Property, The Contractor Shall Replace Or Repair The Damage At No Expense To The Government As The contracting Officer Directs. If The Contractor Fails Or Refuses To Make Such Repair Or Replacement, The contractor Shall Be Liable For The Cost, Which May Be Deducted From The Contract Price.

Description: Contact Information|4|n97113b|fba|717-605-1765|heidi-jo.below.civ@us.navy.mil| item Unique Identification And Valuation (jan 2023)|19|||||||||||||||||||| inspection Of Supplies--fixed-price (aug 1996)|2||| general Information-fob-destination|1|b| wide Area Workflow Payment Instructions (jan 2023)|16|invoice And Receiving Report (combo)|n/a|tbd|n00104|tbd|tbd|see Schedule|tbd|n/a|n/a|tbd|n/a|n/a|n/a|n/a|navsupwawf.wss.ftc@navy.mil| note For Contractor/administrative Contracting Officer|3|||| navy Use Of Abilityone Support Contractor - Release Of Offeror Information (3-18))|1|| notice Of Total Small Business Set-aside (oct 2020)(deviation 2020-o0008)|1|| alternate A, Annual Representations And Certifications (nov 2023)|13|||||||||||||| annual Representations And Certifications (feb 2024)|13|336612|1000|||||||||||| notice Of Priority Rating For National Defense, Emergency Perpardeness, And Enrgy Progam Use (april 2008))|2||x| to View The Drawings: go To Www.sam.gov click: Contract Opportunities Link And Enter The Solicitation Number this Gives You Access To The Electronic Solicitation. drawings Can Be Viewed Or Downloaded. government Source Inspection Per Far 52.246-2 Is Required. delivery_______________days. all Contractual Documents (i.e. Contracts, Purchase Orders, Task Orders, Delivery Orders And Modifications) Related To The Instant Procurement Are Considered To Be "issued" By The Government When Copies Are Either Deposited In The Mail, Transmitted By Facsimile, or Sent By Other Electronic Commerce Methods, Such As Email. The Government's Acceptance Of The Contractor's Proposal Constitutes Bilateral Agreement To "issue" Contractual Documents As Detailed Herein. 1. Scope 1.1 This Contract/purchase Order Contains The Requirements For Manufacture Of The Vent, Louvered . 2. Applicable Documents 2.1 Applicable Documents - The Document(s) Listed Below Form A Part Of This Contract/purchase Order Including Modifications Or Exclusions. 2.1.1 Documents, Drawings, And Publications Supplied Are Listed Under "drawing Number". These Items Should Be Retained Until An Award Is Made. 2.1.2 "document References" Listed Below Must Be Obtained By The Contractor. Ordering Information Is Included As An Attachment To This Contract/purchase Order. 2.1.3 The "document Changes" Section Provides Supersessions/changes To Referenced Documents. 2.2 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 Drawings Shall Take Precedence. Nothing In This Contract/purchase Order, However, Shall Supersede applicable Laws And Regulations Unless A Specific Exemption Has Been Obtained. drawing Data=5935252 |53711| D| |d|0001 | D|49998|0039162 document Ref Data=astanp-5 | | | |860401|c| | | document Ref Data=dod-d-1000 | | |b |900701|a| 4|01| document Ref Data=mil-m-24519 | | |e |920303|a| | | document Ref Data=mil-t-31000 | | | |960601|a| | | document Change Data=astanp-5 |cancelled document Change Data=astm-d3359 |astanp-5 document Change Data=dod-d-1000 |mil-t-31000 document Change Data=mil-t-31000 |cancelled 3. Requirements 3.1 Manufacturing And Design - The Vent, Louvered Furnished Under This Contract/purchase Order Shall Meet The Material And Physical Requirements As Specified ;on Drawing Number 5935252-1, Cage 53711; . 3.2 Marking - Unless Marking Requirements Are Specified By A Document Or Drawing Cited In This Solicitation All Items Delivered Under This Contract/purchase Order Shall Be Marked And Identified In Accordance With The Applicable Military Standards And specifications As Follows: Mechanical Parts, Assemblies And Equipments - Mil-std-130 Electrical And Electronic Parts - Mil-std-1285, Method 1. Electrical And Electronic Parts And Assemblies Not Covered By Mil-std-1285-use Mil-std-130. Electronic Equipment - Mil-std-454 Requirement Number 67. Electrical Equipment - Mil-p-15024/5 (ships) 3.3 Configuration Control - Mil-std-973 Entitled "configuration Management", Paragraph 5.4.8, Configuration Control (short Form Procedure), Is Hereby Incorporated. The Contractor Shall Submit All Engineering Change Proposals In Accordance With Mil-std-973, paragraph 5.4.8.2 And Appendix D. Requests For Deviations Shall Be Processed In Accordance With Mil-std-973, Paragraph 5.4.8.3 And Appendix E. Requests For Waivers Shall Be Processed In Accordance With Mil-std-973, Paragraph 5.4.8.4 And Appendix E. (original and Two Copies Shall Be Submitted To Contracting Officer, Navicp-mech, P. O. Box 2020, Mechanicsburg Pa. 17055-0788.) 4. Quality Assurance 4.1 Responsibility For Inspection - Unless Otherwise Specified In The Contract/purchase Order, The Contractor Is Responsible For The Performance Of All Inspection Requirements As Specified Herein. Except As Otherwise Specified In The Contract/purchase Order, the Contractor May Use His Own Or Any Other Facilities Suitable For The Performance Of The Inspection Requirements Specified Herein, Unless Disapproved By The Government. The Government Reserves The Right To Perform Any Of The Inspections Set Forth In The specification Where Such Inspections Are Deemed Necessary To Assure Supplies And Services Conform To Prescribed Requirements. 4.2 Responsibility For Compliance - All Items Must Meet All Requirements Of This Contract/purchase Order. The Inspection Set Forth In This Specification Shall Become A Part Of The Contractor's Overall Inspection System Or Quality Program. The Absence Of Any inspection Requirements Shall Not Relieve The Contractor Of The Responsibility Of Assuring That All Products Or Supplies Submitted To The Government For Acceptance Comply With All Requirements Of The Contract/purchase Order. Sampling In Quality Conformance does Not Authorize Submission Of Known Defective Material, Either Indicated Or Actual, Not Does It Commit The Government To Acceptance Of Defective Material. 4.3 Records - Records Of All Inspection Work By The Contractor Shall Be Kept Complete And Available To The Government During The Performance Of Contract/purchase Order And For A Period Of 365 Calendar Days After Final Delivery Of Supplies. 5. Packaging 5.1 Preservation, Packaging, Packing And Marking - Preservation, Packaging, Packing And Marking Shall 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 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. a. Availability Of Cancelled Documents - The Dodssp Offers Cancelled Documents That Are Required By Private Industry In Fulfillment Of Contractual Obligations In 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. They May 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 Contract Number, 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 Navicp-mech 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 From: Commanding Officer Navicp-mech 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: Naval Inventory Control Point Code 1 Support Branch 700 Robbins Avenue Phildelphia, Pa. 19111-5094 h. Interim Changes And Classified Specifications Shall Be Obtained By Submitting A Request On Dd Form 1425 To Navicp-mech. 6.2 Ordinance Document (od) Controlled Items - Award For An Item Will Be Made Only To The Vendor(s) Listed On ;od36190; . A Substitute Item Is Not Authorized Without Prior Testing And Approval. Contractors Are Cautioned That Award Of This Contract/purchase Order Will Not Be Delayed Solely For The Purpose Of Approving Additional Sources. Contractors Desiring To Provide A Substitute Item Are Urged To Contact The Government Pco To Arrange For Testing And, If Approved, Added To The Od as An Approved Source Of Supply For Subsequent Procurements. on Drawing 5935252-1 Rev D (cage 53711) \

Details: The United States Coast Guard Surface Forces Logistics Center Has A Requirement And Requesting Quotations For The Following Parts: item 1) nsn: 6605-99-839-3629 sensor, Speed Log retractable Dual Axis Probe Mfr P/n: 81702-0400-00 Part Of Nav-is Speedlog oem: Aeronautical General Instruments Limited, Fleets Point, Willis Way, Poole, Dorset Hb15 3ss United Kingdom all Of These Items Must Be Individually Packaged, Protected And Marked According To Mil-std-2073-1e W/change 1 7 January 2011 Military Packaging; Mil-prf-81705e_amendment-1 Barrier Materials, Flexible, Electrostatic Discharge Protective, heat-sealable (if Required); And Mil-std-129r Military Marking For Shipment And Storage (mil-std-129r, Section 5, Page 22 Of Spec). Copies Included With This Saps Package. each Unit To Have Electrostatic Protection Iaw Type Iii, Class I Of Mil-prf-81705e_amendment-1 Barrier Materials, Flexible, Electrostatic Discharge Protective, Heat-sealable; If Required. each Item To Be Individually Packaged Iaw The Following: Mil-std-2073-1e W/change 1 7 January 2011, Method 10. astm-d-3951-10 Packing, Commercial (if Specifically Authorized By The Government). each Item To Be Individually Marked Iaw The Following: Mil-std-129r 14 Feb 2014 Marking For Shipment And Storage. bar Coding Required, If Capable, To Comply With The Following: Mil-std-129r 14 Feb 2014 Military Marking For Shipment And Storage. See Section 5, Page 22 Of This specification For Identification Linear (code 39) And 2d (pdf417) Bar Code Markings And Locations. mfg: Aeronautical & General Instruments Limited pn: 81702-0400-00 qty: 10 Ea item 2) nsn: 4820-99-374-5925 parts Kit, Gate Valve gate Valve Kit (65mm) 81702-0410-00 oem: Aeronautical & General Instruments Limited all Of These Items Must Be Individually Packaged, Protected And Marked According To Mil-std-2073-1e W/change 1 7 January 2011 Military Packaging; Mil-prf-81705e_amendment-1 Barrier Materials, Flexible, Electrostatic Discharge Protective, heat-sealable (if Required); And Mil-std-129r Military Marking For Shipment And Storage (mil-std-129r, Section 5, Page 22 Of Spec). Copies Included With This Saps Package. each Unit To Have Electrostatic Protection Iaw Type Iii, Class I Of Mil-prf-81705e_amendment-1 Barrier Materials, Flexible, Electrostatic Discharge Protective, Heat-sealable; If Required. each Item To Be Individually Packaged Iaw The Following: Mil-std-2073-1e W/change 1 7 January 2011, Method 10. astm-d-3951-10 Packing, Commercial (if Specifically Authorized By The Government). each Item To Be Individually Marked Iaw The Following: Mil-std-129r 14 Feb 2014 Marking For Shipment And Storage. bar Coding Required, If Capable, To Comply With The Following: Mil-std-129r 14 Feb 2014 Military Marking For Shipment And Storage. See Section 5, Page 22 Of This specification For Identification Linear (code 39) And 2d (pdf417) Bar Code Markings And Locations. mfg: Aeronautical & General Instruments Limited pn: 81702-0410-00 qty: 10 Ea this Is A Combined Synopsis/solicitation For A Commercial Item Prepared In Accordance With The Format Outlined In Far Subpart 12.6, Fac 2024-05 (may 2024) And As Supplemented With Additional Information Included In This Notice. This Announcement Constitutes The Only Solicitation. Quotations Are Being Requested And A Written Solicitation Will Not Be Issued. The Naics Code For This Solicitation Is 333998 And The Business Size Standard Is 700. The Resultant Purchase Order Will Be Awarded Using Simplified Acquisition Procedures In Accordance With Far 13.106 Apply. substitute Parts Are Not Acceptable. It Is Anticipated That A Non-competitive Sole Source Purchase Order Shall Be Awarded As A Result Of This Synopsis/solicitation. It Is The Government’s Belief That Only Aeronautical & General Instruments Limited And/or Their Authorized Distributors Can Offer These Units. Concerns Having The Expertise And Required Capabilities To Provide This Item Are Invited To Submit Complete Information Discussing The Same Within Two (2) Calendar Days From The Day This Notice Posted. The Data Must Include Sufficient Detail To Allow The Coast Guard To Evaluate The Proposal Relative To The Requirements. The Information Submitted Must Include A Letter From The Oem Verifying The Offeror Is An Authorized Distributor Verifying The Oem Will Supply Genuine Oem Parts. the U.s. Coast Guard Intends To Award On An All Or None Basis To A Responsible Offeror Whose Offer Conforming To The Solicitation Will Be The Most Advantageous To The Government. Award Will Be Lowest Price Technically Acceptable. The Coast Guard Intends To Award On A Firm Fixed Price Contract. all Responsible Sources May Submit A Quotation, Which If Timely Received, Shall Be Considered By The Agency. Companies Must Have Valid Duns Numbers And Be Registered With Systems For Award Management (www.sam.gov) And Shall Provide The Company Tax Information Number (tin) With Their Offer. The Closing Date And Time For Receipt Of Quote Is July 23, 2024, At 10:00 Am Eastern Standard Time offerors Must Submit The Following Information On Their Quote: disclosure: The Offeror Under This Solicitation Represents That [check One]: __ It Is Not A Foreign Incorporated Entity That Should Be Treated As An Inverted Domestic Corporation Pursuant To The Criteria Of (hsar) 48 Cfr 3009.104-70 Through 3009.104-73; __ It Is A Foreign Incorporated Entity That Should Be Treated As An Inverted Domestic Corporation Pursuant To The Criteria Of (hsar) 48 Cfr 3009.104-70 Through 3009.104-73, But It Has Submitted A Request For Waiver Pursuant To 3009.104-74, Which Has Not Been Denied; Or __it Is A Foreign Incorporated Entity That Should Be Treated As An Inverted Domestic Corporation Pursuant To The Criteria Of (hsar) 48 Cfr 3009.104-70 Through 3009.104-73, But It Plans To Submit A Request For Waiver Pursuant To 3009.104-74. (g) A Copy Of The Approved Waiver, If A Waiver Has Already Been Granted, Or The Waiver Request, If A Waiver Has Been Applied For, Shall Be Attached To The Bid Or Proposal __hsar 3052.209-70 Prohibition On Contracts With Corporate Expatriates (june 2006) (end Of Provision) the Following Far Clauses Provisions Apply To This Solicitation. Far 52.212-1, Instructions To Offerors-commercial Items (sep 2023); Far 52.212-3, Offeror Representations And Certifications-commercial Items (may 2024) With Alternate I, Offeror(s) Must Include A Completed Copy Of Far 52.212-3 With Their Quote. the Following Far Clauses Apply To This Solicitation. Offerors May Obtain Full Text Versions Of These Clauses Electronically At Www.acquisition.gov.; Far 52.212-4, Contract Terms And Conditions-commercial Items (nov 2023); Far 52.212-5, Contract Terms & Conditions Required To Implement Statutes Or Executive Orders-commercial Items (may 2024). the Following Clauses Listed Within Far: 52.209-10, Prohibition On Contracting With Inverted Domestic Corporations (nov 2015) 52.233-3, Protest After Award (aug 1996) (31 U.s.c. 3553) 52.233-4, Applicable Law For Breach Of Contract Claim (oct 2004) (public Laws 108-77, 108-78 (19 U.s.c. 3805 Note) the Following Clauses Listed Within 52.212-5 Are Applicable: far 52.203-6 Restrictions On Subcontractor Sales To The Government (jun 2020, With Alternate I (nov 2021) far 52.219-4, Notice Of Price Evaluation Preference For Hubzone Small Business Concerns (mar 2020) 52.204-10, Reporting Executive Compensation And First-tier Subcontract Awards (june 2020) 52.209-6, Protecting The Government’s Interest When Subcontracting With Contractors Debarred, Suspended, Or Proposed For Debarment (june 2020) (31 U.s.c. 6101 Note). far 52.219-28, Post Award Small Business Program Representation (feb 2024)(15 U.s.c. 632(a)(2) far 52.222-3, Convict Labor (jun 2003)(e.o. 11755) far 52.222-19 Child Labor-cooperation With Authorities And Remedies (feb 2024) (e.o. 13126) far 52.222-21, Prohibition Of Segregated Facilities (april 2015) far 52.222-26, Equal Opportunity (sep 2016)(e.o. 11246) far 52.222-36, Equal Opportunity For Workers With Disabilities (jun 2020) far 52.222-50, Combat Trafficking In Persons (nov 2021)(22 U.s.c. Chapter 78 And E.o. 13627) far 52.225-1 Buy American Act-supplies (oct 2022) far 52.225-3, Buy American Act-free Trade Agreement (nov 2023)(41 U.s.c. 10a-10d) far 52.225-13, Restrictions On Certain Foreign Purchases (feb 2021) 52.232-33, Payment By Electronic Funds Transfer-system For Award Management (oct 2018)(31 U.s.c. 3332). the Following Items Are Incorporated As Addenda To This Solicitation: Copies Of Hsar Clauses May Be Obtained Electronically At Www.dhs.gov. cgap 3042.302-90 Valuation Requirements For The Acquisition Of Spare Parts Purchased For Inventory Control Points From Hq Contracts (oct 2008). Copies Of Cgap Clauses May Be Obtained Electronically At: Www.uscg.mil/acquisition/procurement/pdf/cim_4200_19h.pdf

Details: Synopsis Of A-e Services pavement Condition Survey & Micropaver™ Reinspection, Fort Wainwright Alaska classification Code: Service Code C (architect And Engineering Services) subject: Pavement Condition Survey & Micropaver™ Reinspection, Fort Wainwright Alaska description: 1. Contract Information. this Solicitation Is Restricted To Small Business Participation the North American Industry Classification System (naics) Is 541330 – Engineering Services And Small Business Size Standard Is $25.5m. this Contract Is Being Procured In Accordance With The Brooks A-e Act As Implemented In Far Subpart 36.6. Firms Will Be Selected For Negotiation Based On Demonstrated Competence And Qualifications For The Required Work. contract Type: This Will Be A Single Firm Fixed Price (ffp) Purchase Order. performance Period: Twelve Months After Purchase Order Award. Estimated Start And Completion Dates Of All Work Is September 2024 And September 2025, Respectively. options: There Are No Options Included In This Contract. range Of Estimated A&e Price: Under Simplified Acquisition Threshold (sat), Under $250,000. subcontracting Plan: Not Required. this Contract Is Subject To The Service Contract Labor Standards And The Current Service Contract Act Wage Decision (sca Wd) For The Location Of Work Has Been Attached. The Sca Wd For The Awardee’s Home Office Will Be Applicable And Included At Award. all Interested Vendors Are Required To Be Registered In Sam.gov With A Valid Commercial And Government Entity Program (cage) Code And Unique Entity Identifier (uei). 2. Project Information. a-e Services Shall Include Pavement Inspection Utilizing Paver™ Version 7.1.2 Or Higher Located At Fort Wainwright Alaska. Work Shall Be Accomplished In Accordance With Astm D6433 (20 Or Later) With Exception To The Sampling Rate As Identified In The Scope Of Work (see Attachments). reference The Scope Of Work For Additional Information Regarding Qualifications Of Personnel, Coordination, Permitting, Field Surveying, Scheduling, Submittals, Government Ownership, Antiterrorism And Security Provisions, Major Requirements, Modeling, Analysis, 10-year Working Analysis, Project Development, Meetings, Isr Reporting, Draft And Final Reporting, Quality Assurance, Deliverables, And Points Of Contact. 3. Selection Criteria: The Selection Criteria For This Particular Project Are Listed Below In Descending Order Of Importance. a. Specialized Experience And Technical Competence: Submittals Shall Demonstrate The Specialized Experience And Technical Competence To Execute The Types Of Projects And Activities As Indicated Above In Paragraph 2, Project Information. Experience Implementing The Paver™ Pavement Management System Using The Paver™ Software Version 6 Or Newer (paver™ 7 Experience Is Preferred) And Manual Pavement Distress Data Collection. Submit No More Than Four (4) Examples Of Paver™ Implementation Projects Using The Paver™ Software And Pavement Management System And Manual Distress Data Collection. Example Projects Should Be Submitted For Roads And Parking Only. Paver™ Implementation Experience On Army Or Air Force Installations Is Desirable But Not Essential. Only Relatable Experience That Has Occurred In The Last Five Years Should Be Included In The Submittal. Project Examples Submitted Should Be Of Completed Projects. All Projects Cited Shall Identify Start/complete Dates, Project Size (pavement Area, Cost And Scope) And Tasks Performed. In Addition To The Example Projects Above, Include A List (sf 330, Part I, Section H) Of Any Other Paver™ Implementations Using Manual Pavement Distress Data Collection Completed Within The Last Five Years Including Location, Customer, Pavement Type (roads, Parking Areas, Airfields, Etc.) And Area Of Pavement Inspected. (sf 330, Part I, Section F) b. Professional Qualifications: Firms Shall Demonstrate Professional Personnel Qualifications And Specialized Experience For Key Disciplines. Evaluation Of Professional Qualifications Will Consider Education, Training, Relevant Experience And Longevity With The Firm. Experience Working On Applicable Army And Air Force Projects Is Desirable And Should Be Identified. (sf 330, Part I, Sections E & G). provide Resumes For A Minimum Of One (1) Project Manager (team Leader), Project Managers Should Be A U.s. Registered Professional Engineer And Have At Least Five (5) Years Of Experience Implementing The Paver™ Pavement Management System. provide Resumes For A Minimum Of Two (2) Civil Engineers. Civil Engineers Should Have A Minimum Of Three (3) Years Of Experience Implementing The Paver™ Pavement Management System. Civil Engineers Should Have A Thorough Knowledge Of The Paver™ Software And Paver™ Pavement Management System And Should Have Several Years Of Experience Identifying Pavement Distresses In Accordance With Astm D6433. Experience Creating Pci And M&r Family Models, Performing Condition Analysis, And Performing M&r Work Planning Should Be Indicated. Civil Engineers Should Be A U.s. Registered Professional Engineer. List Recent Paver™ Software Training Attended. provide Resumes For A Minimum Of Two (2) Engineering Technicians. Engineering Technicians Should Have At Least Three (3) Years Of Experience Implementing The Paver™ Pavement Management System. Engineer Technicians Should Have Several Years Of Experience Identifying Pavement Distresses In Accordance With Astm D6433. Knowledge And Experience Using The Paver™ Software Is Desirable. Experience Creating Pci And M&r Family Models, Performing Condition Analysis, And Performing M&r Work Planning Should Be Indicated. List Recent Paver™ Software Training Attended. provide Resume For A Minimum Of One (1) Gis Technician. Gis Technician Should Have At Least One (1) Year Of Experience Creating/updating Paver™ Gis Network Shapefiles. c. Past Performance. Past Performance On Dod And Other Contracts With Respect To The Quality Of Work And Compliance With Performance Schedules, As Determined By Cpars And Other Sources. Submit Entire Cpars Evaluations, Not Summaries Of Ratings. Provide Cpars For The 4 Projects Identified In Section I Only. Provide Ppq In The Event That Cpars Does Not Exist. Firms Which Choose To Use The Ppq May Obtain A Ppq In The Attachments Section Of This Sam Posting. If Issues Arise, A Ppq Form Can Be Obtained By Submitting A Request To The Below Referenced Poc Via Email. d. Proposed Management Plan. A Proposed Management Plan Shall Be Presented That Includes An Organization Chart (reference Sf330, Part I, Section D) And Addresses Team Organization (reference Sf330, Part I, Section C), Any Anticipated Sub-contractors Or Entities To Supplement The Design Team, Quality Control Procedures, Cost Control, Coordination Of In-house Disciplines And Consultants Required To Meet Work Capacity. Organizational Chart Should Clearly Indicate Available Inspection Teams. the Sf 330 Shall Clearly Indicate The Primary Office Where The Work Will Be Performed And The Staffing At That Office. (sf 330, Part I, Section H, Item 2). 4. Submission Requirements: In An Effort To Reduce Paper And Cost, All Proposals Shall Be submitted Electronically. All Submissions Will Be In Adobe Pdf Format With Optical Character Recognition (ocr) Applied To All Documents That Will Enable Word Searches To Be Conducted Using Adobe- Compatible Pdf Software. The Two (2) Sf330s Listed Below Shall Be Submitted As Separate Files Via Email. Offerors Should Follow Controlled Unclassified Information (cui) Guidelines And Use Proper Markings If Submitting Documents That Are Considered Cui. Proper Markings Include The Following: Banner Markings Should Appear Above The Email Text Containing Cui, The Email Subject Line Should Also Indicate The Email Contains Cui, And File Names For Any Attachments Containing Cui. Offerors May Use Or Pkzip To Reduce File Size And Facilitate Transmission. offerors Are Encouraged To Send Both Files In The Same Email Transmission, If Possible. interested Firms Having The Capabilities To Perform This Work Must Submit Electronically One (1) Copy Of The Sf 330 Part I, And One (1) Copy Of Sf 330 Part Ii For The Prime Firm And All Consultants/subcontractors, To The Following (3) Three Recipients With Subject Line Redstone Arsenal Paver Synopsis Response” No Later Than 2:00pm Mountain Time (mt) On The Response Date Indicated In This Announcement: 1. Steve Engen; Steven.d.engen@usace.army.mil 2. Jessica Beckman; Jessica.l.merrill2@usace.army.mil 3. Cenwo Ct Fsrm Doc Submission; Cenwo-ct-fsrm-doc-submission@usace.army.mil for File Sizes Greater Than 20 Megabytes (mb) The Firm Shall Break The File Into Smaller Files Sent Via Separate Emails With Each Email Marked To Identify Which Number The Email Is Relative To The Total Number Of Emails Submitted (i.e. “email 1 Of 2”). Once All Emails Submitted Have Been Received The Government Will Confirm Receipt Via Responsive Email. for The Purposes Of Determining Whether The Proposal Was Received “late” In Accordance With Far 15.208, The Date And Time (mountain Time) The File(s) Are Received Via Email Will Be The Date And Time (mountain Time) The Government Received The Proposal. Do Not Assume That Electronic Communication Is Instantaneous. Please Make Allowances For Delays In Transmittal. The Government Is Not Responsible For Proposals Delivered To Any Location Or To Anyone Other Than Those Designated To Receive Proposals On Its Behalf. The Offeror Is Responsible For Ensuring That The Proposal Is Submitted So As To Reach The Designated Recipient And Is Responsible For Allowing Sufficient Time For The Proposal To Be Received In Accordance With The Information Provided. Failure To Submit A Complete Proposal Iaw Instructions And Requirements May Result In The Entire Offer Being Rejected. sf 330, 07/2021 Edition, Must Be Used, And May Be Obtained From The Following Website: https://www.gsa.gov/reference/forms/architectengineer-qualifications. Include Sam Uei Number And Cage Code In Sf330 Part I, Section B, Block 5. Additionally, The Sam Uei Number And Cage Code Should Be Identified In Sf 330 Part I, Section C, Block 9, For Each Team Member. the Submittal Shall Have A Page Limit Of 50 Pages (total Of 50 Pages Allowed For Complete Copy Of The Submittal, All-inclusive). The Selection Board Will Not Evaluate Beyond 50 Pages. A Page Is One Side Of A Sheet. Blank Sheets/tabs Separating The Sections Within The Sf 330 Will Not Count Against The Maximum Page Count. All Fonts Shall Be At Least 10 Pitch Or Larger And Have Text Of Arial, Times New Roman, Or Calibri. Pages Shall Be 8-1/2 Inches By 11 Inches. Margins Should Be No Less Than 1” (right, Left, Top, And Bottom). An Sf 330 Part Ii Is Required For Each Branch Office Of The Prime Firm And Any Consultants/subcontractors That Will Have A Key Role In The Proposed Contract (i.e. A Part Ii Is Required For All Entities Identified In Sf 330 Part I, Section C Of The Submittal). Cover Letters, Company Literature And Extraneous Materials Are Not Desired And Will Not Be Considered. Sections E And G Of Sf 330 Part I Must Include Only Individuals Proposed To Perform The Anticipated Work, Including All Consultants/subcontractors. In Sf 330 Part I, Section G, Block 26, Along With The Name, Include The Firm With Which The Person Is Associated. A Maximum Of Four (4) Projects Including The Prime And Consultants/subcontractors Will Be Reviewed For Sf 330 Part I, Section F. If More Than 4 Projects Are Submitted, Only The First 4 Projects Will Be Evaluated. Use No More Than Two (2) Pages Per Project. When Listing Projects In Sf 330 Part 1, Section F, An Indefinite Delivery Contract (idc) With Multiple Task Orders As Examples Is Not Considered A Project. A Task Order Executed Under An Idc Contract Is A Project. Past Performance Evaluations (cpars/acass, Ppq – Reference Paragraph 3.d. Above) Shall Be Submitted For Each Project Provided In Sf 330, Part I, Section F. Sf 330, Part I, Section H (additional Information) Shall Contain The Following Information. Sf 330, Part I, Section H (additional Information) Shall Contain The Information In Paragraph 3.d Above Regarding Management Plan. joint Ventures Shall Submit The Following Additional Documentation Of The Evidence Of A Joint Venture Entity: 1) Firms Shall Provide A Copy Of A Legally Binding Joint Venture Agreement, And 2) Identification Of The Party Who Can Legally Bind The Joint Venture. a Draft Solicitation Is Provided With This Announcement. The Purpose Of This Draft Solicitation Is For Industry To Be Able To Review The Provisions, Clauses, Terms, And Conditions. This Is Not A Request For Proposal. A Price Proposal Is Not Requested With This Announcement. The Corps Will Review Contractor Qualifications And Select The Most Highly Qualified Firm. That Firm Will Receive The Solicitation And A Proposal Will Be Requested And Negotiated With That Firm. all Questions Shall Be Submitted Via The Bidder Inquiry Portal In Projnet At Http://www.projnet.org/projnet. Questions Should Be Submitted No Later Than 06 Aug 2024 At 2:00 P.m. Mountain Time To Allow Time For A Response. On This Date And Time The Portal Will Be Closed. For Questions, No Other Means Of Communication, E-mail, Fax, Or Telephone Will Be Accepted. To Submit And Review Inquiry Items, Prospective Vendors Will Need To Use The Bidder Inquiry Key Presented Below And Follow The Instructions Listed Below. A Prospective Vendor Who Submits A Comment/question Will Receive An Acknowledgement Of Their Comment/question Via Email, Followed By An Answer To The Comment/question After It Has Been Processed By Our Team. All Timely Questions And Approved Answers Will Be Made Available Through Projnet. To Submit And Review Inquiries, Firms Will Need To Be Current Registered Users Of The Projnet System. registration For Projnet Bidder Inquiry Access (if You Are Already Registered, Go To Entering Bidder Inquiries In Projnet Bidder Inquiry System Below.) 1. From The Projnet Home Page Link Above, Click On Quick Add On The Upper Right Side Of The Screen. 2. Identify The Agency. This Should Be Marked As Usace. 3. Key. Enter The Bidder Inquiry Key Listed Below. 4. Email. Enter The Email Address You Would Like To Use For Communication. 5. Click Continue. A Page Will Then Open Saying That A User Account Was Not Found And Will Ask You To Create One Using The Provided Form. 6. Enter Your First Name, Last Name, Company, City, State, Phone, Email, Secret Question, Secret Answer, And Time Zone. Make Sure To Remember Your Secret Question And Answer As They Will Be Used From This Point On To Access The Projnet System. 7. Click Add User. Once This Is Completed You Are Now Registered Within Projnet And Are Currently Logged Into The System. entering Bidder Inquiries In Projnet Bidder Inquiry System 1. For Future Access To Projnet, You Will Not Be Emailed Any Type Of Password. You Will Utilize Your Secret Question And Secret Answer To Log In. 2. From The Projnet Home Page Link Above, Click On Quick Add On The Upper Right Side Of The Screen. 3. Identify The Agency. This Should Be Marked As Usace. 4. Key. Enter The Bidder Inquiry Key Listed Below. 5. Email. Enter The Email Address You Used To Register Previously In Projnet. 6. Click Continue. A Page Will Then Open Asking You To Enter The Answer To Your Secret Question. 7. Enter Your Secret Answer And Click Login. Once This Is Completed You Are Now Logged Into The System. 8. Follow Online Screen Instructions To Enter Specific Bidder Inquiries For The Project. the Solicitation Number Is: W9128f-24-q-0073 the Bidder Inquiry Key Is: U9vmjc-9ni29z firms Are Requested To Review The Bidder Inquiry Portal For Previous Questions And Responses, Prior To Submission Of A New Inquiry In The Portal. Caution: Any Inquiry Submitted And Answered Within This System Will Be Accessible To View By All Interested Firms On This Solicitation. The Call Center For The Projnet Operates Weekdays From 8 Am To 5 Pm U.s. Central Time Zone. The Telephone Number Is 1-800-428-help. 5. Place Of Contract Performance: as Noted Above Service Contract Act Wage Decisions Will Be Applicable To Both The Project Site, Fort Wainwright, Alaska And The Awardee’s Home Office (this Wage Decision Will Be Provided At Award).

Details: Amendment 0001: 1.extend The Response Date To 10 June 2024 2. Post Revised Scope Dated 28 May 2024 3. Post Q&a. this Amendment Is Located In The Attachment Section And Named " Amendment 00001 Update Sow" please Remember To Acknolwedge All Amendments With Your Submission. synopsis Of A-e Services pavement Condition Survey & Micropaver™ Reinspection, Fort Riley Roads, Kansas classification Code: Service Code C (architect And Engineering Services) subject: Pavement Condition Survey & Micropaver™ Reinspection, Fort Riley Roads And Parking, Kansas description: 1. Contract Information. this Solicitation Is Restricted To Small Business Participation the North American Industry Classification System (naics) Is 541330 – Engineering Services And Small Business Size Standard Is $25.5m. this Contract Is Being Procured In Accordance With The Brooks A-e Act As Implemented In Far Subpart 36.6. Firms Will Be Selected For Negotiation Based On Demonstrated Competence And Qualifications For The Required Work. contract Type: This Will Be A Single Firm Fixed Price (ffp) Purchase Order. performance Period: Twelve Months After Purchase Order Award. Estimated Start And Completion Dates Of All Work Is June 2024 And June 2025, Respectively. options: There Are No Options Included In This Contract. range Of Estimated A&e Price: Under Simplified Acquisition Threshold (sat), Under $250,000. subcontracting Plan: Not Required. this Contract Is Subject To The Service Contract Labor Standards And The Current Service Contract Act Wage Decision (sca Wd) For The Location Of Work Has Been Attached. The Sca Wd For The Awardee’s Home Office Will Be Applicable And Included At Award. all Interested Vendors Are Required To Be Registered In Sam.gov With A Valid Commercial And Government Entity Program (cage) Code And Unique Entity Identifiyer (uei). 2. Project Information. a-e Services Shall Include Pavement Inspection Utilizing Paver™ Version 7.1 Or Higher Located At Fort Riley, Kansas. Work Shall Be Accomplished In Accordance With Astm D6433 (20 Or Later) With Exception To The Sampling Rate As Identified In The Scope Of Work (see Attachments). reference The Scope Of Work For Additional Information Regarding Qualifications Of Personnel, Coordination, Permitting, Field Surveying, Scheduling, Submittals, Government Ownership, Antiterrorism And Security Provisions, Major Requirements, Modeling, Analysis, 10-year Working Analysis, Project Development, Meetings, Isr Reporting, Draft And Final Reporting, Quality Assurance, Deliverables, And Points Of Contact. 3. Selection Criteria: The Selection Criteria For This Particular Project Are Listed Below In Descending Order Of Importance. a. Specialized Experience And Technical Competence: Submittals Shall Demonstrate The Specialized Experience And Technical Competence To Execute The Types Of Projects And Activities As Indicated Above In Paragraph 2, Project Information. Experience Implementing The Paver™ Pavement Management System Using The Paver™ Software Version 6 Or Newer (paver™ 7 Experience Is Preferred) And Manual Pavement Distress Data Collection. Submit No More Than Four (4) Examples Of Paver™ Implementation Projects Using The Paver™ Software And Pavement Management System And Manual Distress Data Collection. Example Projects Should Be Submitted For Roads And Parking Only. Paver™ Implementation Experience On Army Or Air Force Installations Is Desirable But Not Essential. Only Relatable Experience That Has Occurred In The Last Five Years Should Be Included In The Submittal. Project Examples Submitted Should Be Of Completed Projects. All Projects Cited Shall Identify Start/complete Dates, Project Size (pavement Area, Cost And Scope) And Tasks Performed. In Addition To The Example Projects Above, Include A List (sf 330, Part I, Section H) Of Any Other Paver™ Implementations Using Manual Pavement Distress Data Collection Completed Within The Last Five Years Including Location, Customer, Pavement Type (roads, Parking Areas, Airfields, Etc.) And Area Of Pavement Inspected. (sf 330, Part I, Section F) b. Professional Qualifications: Firms Shall Demonstrate Professional Personnel Qualifications And Specialized Experience For Key Disciplines. Evaluation Of Professional Qualifications Will Consider Education, Training, Relevant Experience And Longevity With The Firm. Experience Working On Applicable Army And Air Force Projects Is Desirable And Should Be Identified. (sf 330, Part I, Sections E & G). provide Resumes For A Minimum Of One (1) Project Manager (team Leader), Project Managers Should Be A U.s. Registered Professional Engineer And Have At Least Five (5) Years Of Experience Implementing The Paver™ Pavement Management System. provide Resumes For A Minimum Of Two (2) Civil Engineers. Civil Engineers Should Have A Minimum Of Three (3) Years Of Experience Implementing The Paver™ Pavement Management System. Civil Engineers Should Have A Thorough Knowledge Of The Paver™ Software And Paver™ Pavement Management System And Should Have Several Years Of Experience Identifying Pavement Distresses In Accordance With Astm D6433. Experience Creating Pci And M&r Family Models, Performing Condition Analysis, And Performing M&r Work Planning Should Be Indicated. Civil Engineers Should Be A U.s. Registered Professional Engineer. List Recent Paver™ Software Training Attended. provide Resumes For A Minimum Of Two (2) Engineering Technicians. Engineering Technicians Should Have At Least Three (3) Years Of Experience Implementing The Paver™ Pavement Management System. Engineer Technicians Should Have Several Years Of Experience Identifying Pavement Distresses In Accordance With Astm D6433. Knowledge And Experience Using The Paver™ Software Is Desirable. Experience Creating Pci And M&r Family Models, Performing Condition Analysis, And Performing M&r Work Planning Should Be Indicated. List Recent Paver™ Software Training Attended. provide Resume For A Minimum Of One (1) Gis Technician. Gis Technician Should Have At Least One (1) Year Of Experience Creating/updating Paver™ Gis Network Shapefiles. c. Past Performance. Past Performance On Dod And Other Contracts With Respect To The Quality Of Work And Compliance With Performance Schedules, As Determined By Cpars And Other Sources. Submit Entire Cpars Evaluations, Not Summaries Of Ratings. Provide Cpars For The 4 Projects Identified In Section I Only. Provide Ppq In The Event That Cpars Does Not Exist. Firms Which Choose To Use The Ppq May Obtain A Ppq In The Attachments Section Of This Sam Posting. If Issues Arise, A Ppq Form Can Be Obtained By Submitting A Request To The Below Referenced Poc Via Email. d. Proposed Management Plan. A Proposed Management Plan Shall Be Presented That Includes An Organization Chart (reference Sf330, Part I, Section D) And Addresses Team Organization (reference Sf330, Part I, Section C), Any Anticipated Sub-contractors Or Entities To Supplement The Design Team, Quality Control Procedures, Cost Control, Coordination Of In-house Disciplines And Consultants Required To Meet Work Capacity. Organizational Chart Should Clearly Indicate Available Inspection Teams. the Sf 330 Shall Clearly Indicate The Primary Office Where The Work Will Be Performed And The Staffing At That Office. (sf 330, Part I, Section H, Item 2). 4. Submission Requirements: In An Effort To Reduce Paper And Cost, All Proposals Shall Be submitted Electronically. All Submissions Will Be In Adobe Pdf Format With Optical Character Recognition (ocr) Applied To All Documents That Will Enable Word Searches To Be Conducted Using Adobe- Compatible Pdf Software. The Two (2) Sf330s Listed Below Shall Be Submitted As Separate Files Via Email. Offerors Should Follow Controlled Unclassified Information (cui) Guidelines And Use Proper Markings If Submitting Documents That Are Considered Cui. Proper Markings Include The Following: Banner Markings Should Appear Above The Email Text Containing Cui, The Email Subject Line Should Also Indicate The Email Contains Cui, And File Names For Any Attachments Containing Cui. Offerors May Use Or Pkzip To Reduce File Size And Facilitate Transmission. offerors Are Encouraged To Send Both Files In The Same Email Transmission, If Possible. interested Firms Having The Capabilities To Perform This Work Must Submit Electronically One (1) Copy Of The Sf 330 Part I, And One (1) Copy Of Sf 330 Part Ii For The Prime Firm And All Consultants/subcontractors, To The Following (3) Three Recipients With Subject Line “fort Riley Paver Synopsis Response” Not Later Than 2:00 Pm Mountain Time (mt) On The Response Date Indicated In This Announcement: 1. Kelly Hopper; Kelly.c.hopper@usace.army.mil 2. Jessica Beckman; Jessica.l.merrill2@usace.army.mil 3. Cenwo Ct Fsrm Doc Submission; Cenwo-ct-fsrm-doc-submission@usace.army.mil for File Sizes Greater Than 20 Megabytes (mb) The Firm Shall Break The File Into Smaller Files Sent Via Separate Emails With Each Email Marked To Identify Which Number The Email Is Relative To The Total Number Of Emails Submitted (i.e. “email 1 Of 2”). Once All Emails Submitted Have Been Received The Government Will Confirm Receipt Via Responsive Email. for The Purposes Of Determining Whether The Proposal Was Received “late” In Accordance With Far 15.208, The Date And Time (mountain Time) The File(s) Are Received Via Email Will Be The Date And Time (mountain Time) The Government Received The Proposal. Do Not Assume That Electronic Communication Is Instantaneous. Please Make Allowances For Delays In Transmittal. The Government Is Not Responsible For Proposals Delivered To Any Location Or To Anyone Other Than Those Designated To Receive Proposals On Its Behalf. The Offeror Is Responsible For Ensuring That The Proposal Is Submitted So As To Reach The Designated Recipient And Is Responsible For Allowing Sufficient Time For The Proposal To Be Received In Accordance With The Information Provided. Failure To Submit A Complete Proposal Iaw Instructions And Requirements May Result In The Entire Offer Being Rejected. sf 330, 07/2021 Edition, Must Be Used, And May Be Obtained From The Following Website: https://www.gsa.gov/reference/forms/architectengineer-qualifications. Include Sam Uei Number And Cage Code In Sf330 Part I, Section B, Block 5. Additionally, The Sam Uei Number And Cage Code Should Be Identified In Sf 330 Part I, Section C, Block 9, For Each Team Member. the Submittal Shall Have A Page Limit Of 50 Pages (total Of 50 Pages Allowed For Complete Copy Of The Submittal, All-inclusive). The Selection Board Will Not Evaluate Beyond 50 Pages. A Page Is One Side Of A Sheet. Blank Sheets/tabs Separating The Sections Within The Sf 330 Will Not Count Against The Maximum Page Count. All Fonts Shall Be At Least 10 Pitch Or Larger And Have Text Of Arial, Times New Roman, Or Calibri. Pages Shall Be 8-1/2 Inches By 11 Inches. Margins Should Be No Less Than 1” (right, Left, Top, And Bottom). An Sf 330 Part Ii Is Required For Each Branch Office Of The Prime Firm And Any Consultants/subcontractors That Will Have A Key Role In The Proposed Contract (i.e. A Part Ii Is Required For All Entities Identified In Sf 330 Part I, Section C Of The Submittal). Cover Letters, Company Literature And Extraneous Materials Are Not Desired And Will Not Be Considered. Sections E And G Of Sf 330 Part I Must Include Only Individuals Proposed To Perform The Anticipated Work, Including All Consultants/subcontractors. In Sf 330 Part I, Section G, Block 26, Along With The Name, Include The Firm With Which The Person Is Associated. A Maximum Of Four (4) Projects Including The Prime And Consultants/subcontractors Will Be Reviewed For Sf 330 Part I, Section F. If More Than 4 Projects Are Submitted, Only The First 4 Projects Will Be Evaluated. Use No More Than Two (2) Pages Per Project. When Listing Projects In Sf 330 Part 1, Section F, An Indefinite Delivery Contract (idc) With Multiple Task Orders As Examples Is Not Considered A Project. A Task Order Executed Under An Idc Contract Is A Project. Past Performance Evaluations (cpars/acass, Ppq – Reference Paragraph 3.d. Above) Shall Be Submitted For Each Project Provided In Sf 330, Part I, Section F. Sf 330, Part I, Section H (additional Information) Shall Contain The Following Information. Sf 330, Part I, Section H (additional Information) Shall Contain The Information In Paragraph 3.d Above Regarding Management Plan. joint Ventures Shall Submit The Following Additional Documentation Of The Evidence Of A Joint Venture Entity: 1) Firms Shall Provide A Copy Of A Legally Binding Joint Venture Agreement, And 2) Identification Of The Party Who Can Legally Bind The Joint Venture. a Draft Solicitation Is Provided With This Announcement. The Purpose Of This Draft Solicitation Is For Industry To Be Able To Review The Provisions, Clauses, Terms, And Conditions. This Is Not A Request For Proposal. A Price Proposal Is Not Requested With This Announcement. The Corps Will Review Contractor Qualifications And Select The Most Highly Qualified Firm. That Firm Will Receive The Solicitation And A Proposal Will Be Requested And Negotiated With That Firm. all Questions Shall Be Submitted Via The Bidder Inquiry Portal In Projnet At Http://www.projnet.org/projnet. Questions Should Be Submitted No Later Than 27 May 2024 At 2:00 P.m. Mountain Time To Allow Time For A Response. On This Date And Time The Portal Will Be Closed. For Questions, No Other Means Of Communication, E-mail, Fax, Or Telephone Will Be Accepted. To Submit And Review Inquiry Items, Prospective Vendors Will Need To Use The Bidder Inquiry Key Presented Below And Follow The Instructions Listed Below. A Prospective Vendor Who Submits A Comment/question Will Receive An Acknowledgement Of Their Comment/question Via Email, Followed By An Answer To The Comment/question After It Has Been Processed By Our Team. All Timely Questions And Approved Answers Will Be Made Available Through Projnet. To Submit And Review Inquiries, Firms Will Need To Be Current Registered Users Of The Projnet System. registration For Projnet Bidder Inquiry Access (if You Are Already Registered, Go To Entering Bidder Inquiries In Projnet Bidder Inquiry System Below.) 1. From The Projnet Home Page Link Above, Click On Quick Add On The Upper Right Side Of The Screen. 2. Identify The Agency. This Should Be Marked As Usace. 3. Key. Enter The Bidder Inquiry Key Listed Below. 4. Email. Enter The Email Address You Would Like To Use For Communication. 5. Click Continue. A Page Will Then Open Saying That A User Account Was Not Found And Will Ask You To Create One Using The Provided Form. 6. Enter Your First Name, Last Name, Company, City, State, Phone, Email, Secret Question, Secret Answer, And Time Zone. Make Sure To Remember Your Secret Question And Answer As They Will Be Used From This Point On To Access The Projnet System. 7. Click Add User. Once This Is Completed You Are Now Registered Within Projnet And Are Currently Logged Into The System. entering Bidder Inquiries In Projnet Bidder Inquiry System 1. For Future Access To Projnet, You Will Not Be Emailed Any Type Of Password. You Will Utilize Your Secret Question And Secret Answer To Log In. 2. From The Projnet Home Page Link Above, Click On Quick Add On The Upper Right Side Of The Screen. 3. Identify The Agency. This Should Be Marked As Usace. 4. Key. Enter The Bidder Inquiry Key Listed Below. 5. Email. Enter The Email Address You Used To Register Previously In Projnet. 6. Click Continue. A Page Will Then Open Asking You To Enter The Answer To Your Secret Question. 7. Enter Your Secret Answer And Click Login. Once This Is Completed You Are Now Logged Into The System. 8. Follow Online Screen Instructions To Enter Specific Bidder Inquiries For The Project. the Solicitation Number Is: W9128f-24-r-0055 the Bidder Inquiry Key Is: Ryhcfj-4j9wb7 firms Are Requested To Review The Bidder Inquiry Portal For Previous Questions And Responses, Prior To Submission Of A New Inquiry In The Portal. Caution: Any Inquiry Submitted And Answered Within This System Will Be Accessible To View By All Interested Firms On This Solicitation. The Call Center For The Projnet Operates Weekdays From 8 Am To 5 Pm U.s. Central Time Zone. The Telephone Number Is 1-800-428-help. 5. Place Of Contract Performance: as Noted Above Service Contract Act Wage Decisions Will Be Applicable To Both The Project Site, Fort Riley, Kansas, And The Awardee’s Home Office (this Wage Decision Will Be Provided At Award).

Details: Synopsis Of A-e Services road And Parking Pavement Condition Inspection And Paver Management System Update Defense Supply Center Columbus, Oh classification Code: Service Code C (architect And Engineering Services) subject: Road And Parking Pavement Condition Inspection And Paver Management System Update Defense Supply Center Columbus, Oh description: 1. Contract Information. this Solicitation Is Restricted To Small Business Participation the North American Industry Classification System (naics) Is 541330 – Engineering Services And Small Business Size Standard Is $25.5m. this Contract Is Being Procured In Accordance With The Brooks A-e Act As Implemented In Far Subpart 36.6. Firms Will Be Selected For Negotiation Based On Demonstrated Competence And Qualifications For The Required Work. contract Type: This Will Be A Single Firm Fixed Price (ffp) Purchase Order. performance Period: Twelve Months After Purchase Order Award. Estimated Start And Completion Dates Of All Work Is July 2024 And July 2025, Respectively. options: There Are No Options Included In This Contract. range Of Estimated A&e Price: Under Simplified Acquisition Threshold (sat), Under $250,000. subcontracting Plan: Not Required. this Contract Is Subject To The Service Contract Labor Standards And The Current Service Contract Act Wage Decision (sca Wd) For The Location Of Work Has Been Attached. The Sca Wd For The Awardee’s Home Office Will Be Applicable And Included At Award. all Interested Vendors Are Required To Be Registered In Sam.gov With A Valid Commercial And Government Entity Program (cage) Code And Unique Entity Identifier (uei). 2. Project Information. a-e Services Shall Include Pavement Inspection Utilizing Paver™ Version 7.1.2 Or Higher Located At Columbus, Oh. Work Shall Be Accomplished In Accordance With Astm D6433 (20 Or Later) With Exception To The Sampling Rate As Identified In The Scope Of Work (see Attachments). reference The Scope Of Work For Additional Information Regarding Qualifications Of Personnel, Coordination, Permitting, Field Surveying, Scheduling, Submittals, Government Ownership, Antiterrorism And Security Provisions, Major Requirements, Modeling, Analysis, 10-year Working Analysis, Project Development, Meetings, Isr Reporting, Draft And Final Reporting, Quality Assurance, Deliverables, And Points Of Contact. 3. Selection Criteria: The Selection Criteria For This Project Are Listed Below In Descending Order Of Importance. a. Specialized Experience And Technical Competence: Submittals Shall Demonstrate The Specialized Experience And Technical Competence To Execute The Types Of Projects And Activities As Indicated Above In Paragraph 2, Project Information. Experience Implementing The Paver™ Pavement Management System Using The Paver™ Software Version 6 Or Newer (paver™ 7 Experience Is Preferred) And Manual Pavement Distress Data Collection. Submit No More Than Four (4) Examples Of Paver™ Implementation Projects Using The Paver™ Software And Pavement Management System And Manual Distress Data Collection. Example Projects Should Be Submitted For Roads And Parking Only. Paver™ Implementation Experience On Army Or Air Force Installations Is Desirable But Not Essential. Only Relatable Experience That Has Occurred In The Last Five Years Should Be Included In The Submittal. Project Examples Submitted Should Be Of Completed Projects. All Projects Cited Shall Identify Start/complete Dates, Project Size (pavement Area, Cost And Scope) And Tasks Performed. In Addition To The Example Projects Above, Include A List (sf 330, Part I, Section H) Of Any Other Paver™ Implementations Using Manual Pavement Distress Data Collection Completed Within The Last Five Years Including Location, Customer, Pavement Type (roads, Parking Areas, Airfields, Etc.) And Area Of Pavement Inspected. (sf 330, Part I, Section F) b. Professional Qualifications: Firms Shall Demonstrate Professional Personnel Qualifications And Specialized Experience For Key Disciplines. Evaluation Of Professional Qualifications Will Consider Education, Training, Relevant Experience And Longevity With The Firm. Experience Working On Applicable Army And Air Force Projects Is Desirable And Should Be Identified. (sf 330, Part I, Sections E & G). provide Resumes For A Minimum Of One (1) Project Manager (team Leader), Project Managers Should Be A U.s. Registered Professional Engineer And Have At Least Five (5) Years Of Experience Implementing The Paver™ Pavement Management System. provide Resumes For A Minimum Of Two (2) Civil Engineers. Civil Engineers Should Have A Minimum Of Three (3) Years Of Experience Implementing The Paver™ Pavement Management System. Civil Engineers Should Have A Thorough Knowledge Of The Paver™ Software And Paver™ Pavement Management System And Should Have Several Years Of Experience Identifying Pavement Distresses In Accordance With Astm D6433. Experience Creating Pci And M&r Family Models, Performing Condition Analysis, And Performing M&r Work Planning Should Be Indicated. Civil Engineers Should Be A U.s. Registered Professional Engineer. List Recent Paver™ Software Training Attended. provide Resumes For A Minimum Of Two (2) Engineering Technicians. Engineering Technicians Should Have At Least Three (3) Years Of Experience Implementing The Paver™ Pavement Management System. Engineer Technicians Should Have Several Years Of Experience Identifying Pavement Distresses In Accordance With Astm D6433. Knowledge And Experience Using The Paver™ Software Is Desirable. Experience Creating Pci And M&r Family Models, Performing Condition Analysis, And Performing M&r Work Planning Should Be Indicated. List Recent Paver™ Software Training Attended. provide Resume For A Minimum Of One (1) Gis Technician. Gis Technician Should Have At Least One (1) Year Of Experience Creating/updating Paver™ Gis Network Shapefiles. c. Past Performance. Past Performance On Dod And Other Contracts With Respect To The Quality Of Work And Compliance With Performance Schedules, As Determined By Cpars And Other Sources. Submit Entire Cpars Evaluations, Not Summaries Of Ratings. Provide Cpars For The 4 Projects Identified In Section I Only. Provide Ppq In The Event That Cpars Does Not Exist. Firms Which Choose To Use The Ppq May Obtain A Ppq In The Attachments Section Of This Sam Posting. If Issues Arise, A Ppq Form Can Be Obtained By Submitting A Request To The Below Referenced Poc Via Email. d. Proposed Management Plan. A Proposed Management Plan Shall Be Presented That Includes An Organization Chart (reference Sf330, Part I, Section D) And Addresses Team Organization (reference Sf330, Part I, Section C), Any Anticipated Sub-contractors Or Entities To Supplement The Design Team, Quality Control Procedures, Cost Control, Coordination Of In-house Disciplines And Consultants Required To Meet Work Capacity. Organizational Chart Should Clearly Indicate Available Inspection Teams. the Sf 330 Shall Clearly Indicate The Primary Office Where The Work Will Be Performed And The Staffing At That Office. (sf 330, Part I, Section H, Item 2). 4. Submission Requirements: In An Effort To Reduce Paper And Cost, All Proposals Shall Be submitted Electronically. All Submissions Will Be In Adobe Pdf Format With Optical Character Recognition (ocr) Applied To All Documents That Will Enable Word Searches To Be Conducted Using Adobe- Compatible Pdf Software. The Two (2) Sf330s Listed Below Shall Be Submitted As Separate Files Via Email. Offerors Should Follow Controlled Unclassified Information (cui) Guidelines And Use Proper Markings If Submitting Documents That Are Considered Cui. Proper Markings Include The Following: Banner Markings Should Appear Above The Email Text Containing Cui, The Email Subject Line Should Also Indicate The Email Contains Cui, And File Names For Any Attachments Containing Cui. Offerors May Use Or Pkzip To Reduce File Size And Facilitate Transmission. offerors Are Encouraged To Send Both Files In The Same Email Transmission, If Possible. interested Firms Having The Capabilities To Perform This Work Must Submit Electronically One (1) Copy Of The Sf 330 Part I, And One (1) Copy Of Sf 330 Part Ii For The Prime Firm And All Consultants/subcontractors, To The Following (3) Three Recipients With Subject Line “13030 Dscc Paver” Not Later Than 2:00 Pm Mountain Time (mt) On The Response Date Indicated In This Announcement: 1. Kelly Hopper; Kelly.c.hopper@usace.army.mil 2. Jessica Beckman; Jessica.l.merrill2@usace.army.mil 3. Cenwo Ct Fsrm Doc Submission; Cenwo-ct-fsrm-doc-submission@usace.army.mil for File Sizes Greater Than 20 Megabytes (mb) The Firm Shall Break The File Into Smaller Files Sent Via Separate Emails With Each Email Marked To Identify Which Number The Email Is Relative To The Total Number Of Emails Submitted (i.e. “email 1 Of 2”). Once All Emails Submitted Have Been Received The Government Will Confirm Receipt Via Responsive Email. for The Purposes Of Determining Whether The Proposal Was Received “late” In Accordance With Far 15.208, The Date And Time (mountain Time) The File(s) Are Received Via Email Will Be The Date And Time (mountain Time) The Government Received The Proposal. Do Not Assume That Electronic Communication Is Instantaneous. Please Make Allowances For Delays In Transmittal. The Government Is Not Responsible For Proposals Delivered To Any Location Or To Anyone Other Than Those Designated To Receive Proposals On Its Behalf. The Offeror Is Responsible For Ensuring That The Proposal Is Submitted So As To Reach The Designated Recipient And Is Responsible For Allowing Sufficient Time For The Proposal To Be Received In Accordance With The Information Provided. Failure To Submit A Complete Proposal Iaw Instructions And Requirements May Result In The Entire Offer Being Rejected. sf 330, 07/2021 Edition, Must Be Used, And May Be Obtained From The Following Website: https://www.gsa.gov/reference/forms/architectengineer-qualifications. Include Sam Uei Number And Cage Code In Sf330 Part I, Section B, Block 5. Additionally, The Sam Uei Number And Cage Code Should Be Identified In Sf 330 Part I, Section C, Block 9, For Each Team Member. the Submittal Shall Have A Page Limit Of 50 Pages (total Of 50 Pages Allowed For Complete Copy Of The Submittal, All-inclusive). The Selection Board Will Not Evaluate Beyond 50 Pages. A Page Is One Side Of A Sheet. Blank Sheets/tabs Separating The Sections Within The Sf 330 Will Not Count Against The Maximum Page Count. All Fonts Shall Be At Least 10 Pitch Or Larger And Have Text Of Arial, Times New Roman, Or Calibri. Pages Shall Be 8-1/2 Inches By 11 Inches. Margins Should Be No Less Than 1” (right, Left, Top, And Bottom). An Sf 330 Part Ii Is Required For Each Branch Office Of The Prime Firm And Any Consultants/subcontractors That Will Have A Key Role In The Proposed Contract (i.e. A Part Ii Is Required For All Entities Identified In Sf 330 Part I, Section C Of The Submittal). Cover Letters, Company Literature And Extraneous Materials Are Not Desired And Will Not Be Considered. Sections E And G Of Sf 330 Part I Must Include Only Individuals Proposed To Perform The Anticipated Work, Including All Consultants/subcontractors. In Sf 330 Part I, Section G, Block 26, Along With The Name, Include The Firm With Which The Person Is Associated. A Maximum Of Four (4) Projects Including The Prime And Consultants/subcontractors Will Be Reviewed For Sf 330 Part I, Section F. If More Than 4 Projects Are Submitted, Only The First 4 Projects Will Be Evaluated. Use No More Than Two (2) Pages Per Project. When Listing Projects In Sf 330 Part 1, Section F, An Indefinite Delivery Contract (idc) With Multiple Task Orders As Examples Is Not Considered A Project. A Task Order Executed Under An Idc Contract Is A Project. Past Performance Evaluations (cpars/acass, Ppq – Reference Paragraph 3.d. Above) Shall Be Submitted For Each Project Provided In Sf 330, Part I, Section F. Sf 330, Part I, Section H (additional Information) Shall Contain The Following Information. Sf 330, Part I, Section H (additional Information) Shall Contain The Information In Paragraph 3.d Above Regarding Management Plan. joint Ventures Shall Submit The Following Additional Documentation Of The Evidence Of A Joint Venture Entity: 1) Firms Shall Provide A Copy Of A Legally Binding Joint Venture Agreement, And 2) Identification Of The Party Who Can Legally Bind The Joint Venture. a Draft Solicitation Is Provided With This Announcement. The Purpose Of This Draft Solicitation Is For Industry To Be Able To Review The Provisions, Clauses, Terms, And Conditions. This Is Not A Request For Proposal. A Price Proposal Is Not Requested With This Announcement. The Corps Will Review Contractor Qualifications And Select The Most Highly Qualified Firm. That Firm Will Receive The Solicitation And A Proposal Will Be Requested And Negotiated With That Firm. all Questions Shall Be Submitted Via The Bidder Inquiry Portal In Projnet At Http://www.projnet.org/projnet. Questions Should Be Submitted No Later Than 15 Jul 2024 At 2:00 P.m. Mountain Time To Allow Time For A Response. On This Date And Time The Portal Will Be Closed. For Questions, No Other Means Of Communication, E-mail, Fax, Or Telephone Will Be Accepted. To Submit And Review Inquiry Items, Prospective Vendors Will Need To Use The Bidder Inquiry Key Presented Below And Follow The Instructions Listed Below. A Prospective Vendor Who Submits A Comment/question Will Receive An Acknowledgement Of Their Comment/question Via Email, Followed By An Answer To The Comment/question After It Has Been Processed By Our Team. All Timely Questions And Approved Answers Will Be Made Available Through Projnet. To Submit And Review Inquiries, Firms Will Need To Be Current Registered Users Of The Projnet System. registration For Projnet Bidder Inquiry Access (if You Are Already Registered, Go To Entering Bidder Inquiries In Projnet Bidder Inquiry System Below.) 1. From The Projnet Home Page Link Above, Click On Quick Add On The Upper Right Side Of The Screen. 2. Identify The Agency. This Should Be Marked As Usace. 3. Key. Enter The Bidder Inquiry Key Listed Below. 4. Email. Enter The Email Address You Would Like To Use For Communication. 5. Click Continue. A Page Will Then Open Saying That A User Account Was Not Found And Will Ask You To Create One Using The Provided Form. 6. Enter Your First Name, Last Name, Company, City, State, Phone, Email, Secret Question, Secret Answer, And Time Zone. Make Sure To Remember Your Secret Question And Answer As They Will Be Used From This Point On To Access The Projnet System. 7. Click Add User. Once This Is Completed You Are Now Registered Within Projnet And Are Currently Logged Into The System. entering Bidder Inquiries In Projnet Bidder Inquiry System 1. For Future Access To Projnet, You Will Not Be Emailed Any Type Of Password. You Will Utilize Your Secret Question And Secret Answer To Log In. 2. From The Projnet Home Page Link Above, Click On Quick Add On The Upper Right Side Of The Screen. 3. Identify The Agency. This Should Be Marked As Usace. 4. Key. Enter The Bidder Inquiry Key Listed Below. 5. Email. Enter The Email Address You Used To Register Previously In Projnet. 6. Click Continue. A Page Will Then Open Asking You To Enter The Answer To Your Secret Question. 7. Enter Your Secret Answer And Click Login. Once This Is Completed You Are Now Logged Into The System. 8. Follow Online Screen Instructions To Enter Specific Bidder Inquiries For The Project. the Solicitation Number Is: W9128f-24-r-0072 the Bidder Inquiry Key Is: Rny924-jyi4cw firms Are Requested To Review The Bidder Inquiry Portal For Previous Questions And Responses, Prior To Submission Of A New Inquiry In The Portal. Caution: Any Inquiry Submitted And Answered Within This System Will Be Accessible To View By All Interested Firms On This Solicitation. The Call Center For The Projnet Operates Weekdays From 8 Am To 5 Pm U.s. Central Time Zone. The Telephone Number Is 1-800-428-help. 5. Place Of Contract Performance: as Noted Above Service Contract Act Wage Decisions Will Be Applicable To Both The Project Site, Columbus, Oh And The Awardee’s Home Office (this Wage Decision Will Be Provided At Award).

Details: Amendment 0002 date Of Issue: 07 March 2024 date Of Receiving Responses To Synopsis: Remains 25 March 2023 At 2:00 P.m. Central Time there Are No Updates To The Attachments. corrections To The Synopsis Is As Follows: the Sf 330, 07/2021 Edition, Must Be Used, And May Be Obtained From The Following Website: Https://www.gsa.gov/reference/forms/architectengineer-qualifications amendment 0001 date Of Issue: 01february 2024 date Of Receiving Responses To Synopsis: Remains 25 March 2023 At 2:00 P.m. Central Time see Attached Am-0001_draft Solicitation With Scope Of Work Which Updates The Page 1 (sf 1449) Box 10 To “small Business” As Highlighted. corrections To The Synopsis Are As Follows: the Bidder Inquiry Key Is: G97kiv-i374e8 questions Should Be Submitted No Later Than 15 March 2024 At 2:00 P.m. Central Time To Allow Time For A Response. synopsis Of A-e Services pavement Condition Survey & Micropaver™ Reinspection, Fort Campbell Roads, Kentucky classification Code: Service Code C (architect And Engineering Services) subject: Pavement Condition Survey & Micropaver™ Reinspection, Fort Campbell Roads, Kentucky description: 1. Contract Information. this Solicitation Is Restricted To Small Business Participation the North American Industry Classification System (naics) Is 541330 – Engineering Services And Small Business Size Standard Is $25.5m. this Contract Is Being Procured In Accordance With The Brooks A-e Act As Implemented In Far Subpart 36.6. Firms Will Be Selected For Negotiation Based On Demonstrated Competence And Qualifications For The Required Work. contract Type: This Will Be A Single Firm Fixed Price (ffp) Purchase Order. performance Period: Twelve Months After Purchase Order Award. Estimated Start And Completion Dates Of All Work Is April 2024 And April 2025, Respectively. options: There Are No Options Included In This Contract. range Of Estimated A&e Price: Under Simplified Acquisition Threshold (sat), Under $250,000. subcontracting Plan: Not Required. this Contract Is Subject To The Service Contract Labor Standards And The Current Service Contract Act Wage Decision (sca Wd) For The Location Of Work Has Been Attached. The Sca Wd For The Awardee’s Home Office Will Be Applicable And Included At Award. all Interested Vendors Are Required To Be Registered In Sam.gov With A Valid Commercial And Government Entity Program (cage) Code. 2. Project Information. a-e Services Shall Include Pavement Inspection Utilizing Paver™ Version 7.1 Or Higher Located At Fort Campbell, Kentucky. Work Shall Be Accomplished In Accordance With Astm D6433 (20 Or Later) With Exception To The Sampling Rate As Identified In The Scope Of Work (see Attachments). reference The Scope Of Work For Additional Information Regarding Qualifications Of Personnel, Coordination, Permitting, Field Surveying, Scheduling, Submittals, Government Ownership, Antiterrorism And Security Provisions, Major Requirements, Modeling, Analysis, 10-year Working Analysis, Project Development, Meetings, Isr Reporting, Draft And Final Reporting, Quality Assurance, Deliverables, And Points Of Contact. 3. Selection Criteria: The Selection Criteria For This Particular Project Are Listed Below In Descending Order Of Importance. a. Specialized Experience And Technical Competence: Submittals Shall Demonstrate The Specialized Experience And Technical Competence To Execute The Types Of Projects And Activities As Indicated Above In Paragraph 2, Project Information. Experience Implementing The Paver™ Pavement Management System Using The Paver™ Software Version 6 Or Newer (paver™ 7 Experience Is Preferred) And Manual Pavement Distress Data Collection. Submit No More Than Four (4) Examples Of Paver™ Implementation Projects Using The Paver™ Software And Pavement Management System And Manual Distress Data Collection. Example Projects Should Be Submitted For Roads And Parking Only. Paver™ Implementation Experience On Army Or Air Force Installations Is Desirable But Not Essential. Only Relatable Experience That Has Occurred In The Last Five Years Should Be Included In The Submittal. Project Examples Submitted Should Be Of Completed Projects. All Projects Cited Shall Identify Start/complete Dates, Project Size (pavement Area, Cost And Scope) And Tasks Performed. In Addition To The Example Projects Above, Include A List (sf 330, Part I, Section H) Of Any Other Paver™ Implementations Using Manual Pavement Distress Data Collection Completed Within The Last Five Years Including Location, Customer, Pavement Type (roads, Parking Areas, Airfields, Etc.) And Area Of Pavement Inspected. (sf 330, Part I, Section F) b. Professional Qualifications: Firms Shall Demonstrate Professional Personnel Qualifications And Specialized Experience For Key Disciplines. Evaluation Of Professional Qualifications Will Consider Education, Training, Relevant Experience And Longevity With The Firm. Experience Working On Applicable Army And Air Force Projects Is Desirable And Should Be Identified. (sf 330, Part I, Sections E & G). provide Resumes For A Minimum Of One (1) Project Manager (team Leader), Project Managers Should Be A U.s. Registered Professional Engineer And Have At Least Five (5) Years Of Experience Implementing The Paver™ Pavement Management System. provide Resumes For A Minimum Of Two (2) Civil Engineers. Civil Engineers Should Have A Minimum Of Three (3) Years Of Experience Implementing The Paver™ Pavement Management System. Civil Engineers Should Have A Thorough Knowledge Of The Paver™ Software And Paver™ Pavement Management System And Should Have Several Years Of Experience Identifying Pavement Distresses In Accordance With Astm D6433. Experience Creating Pci And M&r Family Models, Performing Condition Analysis, And Performing M&r Work Planning Should Be Indicated. Civil Engineers Should Be A U.s. Registered Professional Engineer. List Recent Paver™ Software Training Attended. provide Resumes For A Minimum Of Two (2) Engineering Technicians. Engineering Technicians Should Have At Least Three (3) Years Of Experience Implementing The Paver™ Pavement Management System. Engineer Technicians Should Have Several Years Of Experience Identifying Pavement Distresses In Accordance With Astm D6433. Knowledge And Experience Using The Paver™ Software Is Desirable. Experience Creating Pci And M&r Family Models, Performing Condition Analysis, And Performing M&r Work Planning Should Be Indicated. List Recent Paver™ Software Training Attended. provide Resume For A Minimum Of One (1) Gis Technician. Gis Technician Should Have At Least One (1) Year Of Experience Creating/updating Paver™ Gis Network Shapefiles. c. Past Performance. Past Performance On Dod And Other Contracts With Respect To The Quality Of Work And Compliance With Performance Schedules, As Determined By Cpars And Other Sources. Submit Entire Cpars Evaluations, Not Summaries Of Ratings. Provide Cpars For The 4 Projects Identified In Section I Only. Provide Ppq In The Event That Cpars Does Not Exist. Firms Which Choose To Use The Ppq May Obtain A Ppq Standard Form By Submitting A Request To The Below Referenced Poc Via Email. d. Proposed Management Plan. A Proposed Management Plan Shall Be Presented That Includes An Organization Chart (reference Sf330, Part I, Section D) And Addresses Team Organization (reference Sf330, Part I, Section C), Any Anticipated Sub-contractors Or Entities To Supplement The Design Team, Quality Control Procedures, Cost Control, Coordination Of In-house Disciplines And Consultants Required To Meet Work Capacity. Organizational Chart Should Clearly Indicate Available Inspection Teams. the Sf 330 Shall Clearly Indicate The Primary Office Where The Work Will Be Performed And The Staffing At That Office. (sf 330, Part I, Section H, Item 2). 4. Submission Requirements: Interested Firms Having The Capabilities To Perform This Work Must Submit Electronically One (1) Copy Of The Sf 330 Part I, And One (1) Copy Of Sf 330 Part Ii For The Prime Firm And All Consultants/subcontractors, To The Following Recipients With Subject Line “fort Campbell Paver Synopsis Response” Not Later Than 2:00 Pm Central Standard Time (cst) On The Response Date Indicated In This Announcement: brandon Landis, Brandon.p.landis@usace.army.mil amanda Eaton, Amanda.e.eaton@usace.army.mil for File Sizes Greater Than 20 Megabytes (mb) The Firm Shall Break The File Into Smaller Files Sent Via Separate Emails With Each Email Marked To Identify Which Number The Email Is Relative To The Total Number Of Emails Submitted (i.e. “email 1 Of 2”). Once All Emails Submitted Have Been Received The Government Will Confirm Receipt Via Responsive Email. Regulation Requires That The Selection Board Not Consider Any Submittals Received After The Specified Time And Date. Late Proposal Rules In Far 15.208 Will Be Followed For Submittals Received After 2:00pm Central Time On The Closing Date Specified In This Announcement. The Sf 330, 3/2013 Edition, Must Be Used, And May Be Obtained From The Following Web Site: Http://www.gsa.gov/portal/forms/download/116486. Include Duns Number And Cage Code In Sf330 Part I, Section B, Block 5. Additionally, The Duns Number And Cage Code Should Be Identified In Sf 330 Part I, Section C, Block 9, For Each Team Member. The Submittal Shall Have A Page Limit Of 50 Pages (total Of 50 Pages Allowed For Complete Copy Of The Submittal, All-inclusive). The Selection Board Will Not Evaluate Beyond 50 Pages. A Page Is One Side Of A Sheet. Blank Sheets/tabs Separating The Sections Within The Sf 330 Will Not Count Against The Maximum Page Count. All Fonts Shall Be At Least 10 Pitch Or Larger And Have Text Of Arial, Times New Roman, Or Calibri. Pages Shall Be 8-1/2 Inches By 11 Inches. Margins Should Be No Less Than 1” (right, Left, Top, And Bottom). An Sf 330 Part Ii Is Required For Each Branch Office Of The Prime Firm And Any Consultants/subcontractors That Will Have A Key Role In The Proposed Contract (i.e. A Part Ii Is Required For All Entities Identified In Sf 330 Part I, Section C Of The Submittal). Cover Letters, Company Literature And Extraneous Materials Are Not Desired And Will Not Be Considered. Sections E And G Of Sf 330 Part I Must Include Only Individuals Proposed To Perform The Anticipated Work, Including All Consultants/subcontractors. In Sf 330 Part I, Section G, Block 26, Along With The Name, Include The Firm With Which The Person Is Associated. A Maximum Of Four (4) Projects Including The Prime And Consultants/subcontractors Will Be Reviewed For Sf 330 Part I, Section F. If More Than 4 Projects Are Submitted, Only The First 4 Projects Will Be Evaluated. Use No More Than Two (2) Pages Per Project. When Listing Projects In Sf 330 Part 1, Section F, An Indefinite Delivery Contract (idc) With Multiple Task Orders As Examples Is Not Considered A Project. A Task Order Executed Under An Idc Contract Is A Project. Past Performance Evaluations (cpars/acass, Ppq – Reference Paragraph 3.d. Above) Shall Be Submitted For Each Project Provided In Sf 330, Part I, Section F. Sf 330, Part I, Section H (additional Information) Shall Contain The Following Information. Sf 330, Part I, Section H (additional Information) Shall Contain The Information In Paragraph 3.d Above Regarding Management Plan. joint Ventures Shall Submit The Following Additional Documentation Of The Evidence Of A Joint Venture Entity: 1) Firms Shall Provide A Copy Of A Legally Binding Joint Venture Agreement, And 2) Identification Of The Party Who Can Legally Bind The Joint Venture. a Draft Solicitation Is Provided With This Announcement. The Purpose Of This Draft Solicitation Is For Industry To Be Able To Review The Provisions, Clauses, Terms, And Conditions. This Is Not A Request For Proposal. A Price Proposal Is Not Requested With This Announcement. The Corps Will Review Contractor Qualifications And Select The Most Highly Qualified Firm. That Firm Will Receive The Solicitation And A Proposal Will Be Requested And Negotiated With That Firm. all Questions Shall Be Submitted Via The Bidder Inquiry Portal In Projnet At Http://www.projnet.org/projnet. Questions Should Be Submitted No Later Than 25 March 2024 At 2:00 P.m. Central Time To Allow Time For A Response. On This Date And Time The Portal Will Be Closed. For Questions, No Other Means Of Communication, E-mail, Fax, Or Telephone Will Be Accepted. To Submit And Review Inquiry Items, Prospective Vendors Will Need To Use The Bidder Inquiry Key Presented Below And Follow The Instructions Listed Below. A Prospective Vendor Who Submits A Comment/question Will Receive An Acknowledgement Of Their Comment/question Via Email, Followed By An Answer To The Comment/question After It Has Been Processed By Our Team. All Timely Questions And Approved Answers Will Be Made Available Through Projnet. To Submit And Review Inquiries, Firms Will Need To Be Current Registered Users Of The Projnet System. registration For Projnet Bidder Inquiry Access (if You Are Already Registered, Go To Entering Bidder Inquiries In Projnet Bidder Inquiry System Below.) 1. From The Projnet Home Page Link Above, Click On Quick Add On The Upper Right Side Of The Screen. 2. Identify The Agency. This Should Be Marked As Usace. 3. Key. Enter The Bidder Inquiry Key Listed Below. 4. Email. Enter The Email Address You Would Like To Use For Communication. 5. Click Continue. A Page Will Then Open Saying That A User Account Was Not Found And Will Ask You To Create One Using The Provided Form. 6. Enter Your First Name, Last Name, Company, City, State, Phone, Email, Secret Question, Secret Answer, And Time Zone. Make Sure To Remember Your Secret Question And Answer As They Will Be Used From This Point On To Access The Projnet System. 7. Click Add User. Once This Is Completed You Are Now Registered Within Projnet And Are Currently Logged Into The System. entering Bidder Inquiries In Projnet Bidder Inquiry System 1. For Future Access To Projnet, You Will Not Be Emailed Any Type Of Password. You Will Utilize Your Secret Question And Secret Answer To Log In. 2. From The Projnet Home Page Link Above, Click On Quick Add On The Upper Right Side Of The Screen. 3. Identify The Agency. This Should Be Marked As Usace. 4. Key. Enter The Bidder Inquiry Key Listed Below. 5. Email. Enter The Email Address You Used To Register Previously In Projnet. 6. Click Continue. A Page Will Then Open Asking You To Enter The Answer To Your Secret Question. 7. Enter Your Secret Answer And Click Login. Once This Is Completed You Are Now Logged Into The System. 8. Follow Online Screen Instructions To Enter Specific Bidder Inquiries For The Project. the Solicitation Number Is: W9128f-24-r-0017 the Bidder Inquiry Key Is: Q5emar-rhtx9q firms Are Requested To Review The Bidder Inquiry Portal For Previous Questions And Responses, Prior To Submission Of A New Inquiry In The Portal. Caution: Any Inquiry Submitted And Answered Within This System Will Be Accessible To View By All Interested Firms On This Solicitation. The Call Center For The Projnet Operates Weekdays From 8 Am To 5 Pm U.s. Central Time Zone. The Telephone Number Is 1-800-428-help. 5. Place Of Contract Performance: as Noted Above Service Contract Act Wage Decisions Will Be Applicable To Both The Project Site, Fort Campbell, Kentucky, And The Awardee’s Home Office (this Wage Decision Will Be Provided At Award).

Details: Description Request For Quotation Please Quote Your Best Offer For The Item/s Described Herein, Subject To The Terms And Conditions Below. Submit Your Quotation Duly Signed By You Or Your Duly Authorized Representative Not Later Than The Closing Date And Time. --------------------------------------- 1 "autoclave Bag > 96inches X 36 Inches With Itrmc Logo, Id Tag, With Red Biohazard Bag, Yellow Contamination Bag" 360.00 144,000.00 400 Pc 2 "garbage Bag > Xl (yellow) Thickness: 50-70µm, 32 X 45 Inches, Material: Polypropylene Or Polyethylene; To Be Able To Be Used W/ : Log-02-01 Infectious Waste Bin; Fulfill Requirements Of Astm D1709-15; Bag Mark W/ Bio-hazardous Sign " 7.50 375,000.00 50,000 Pc 3 "hand Sanitizer W/ Dispenser > Instant Skin Cleanser With 62% Ethyl Alcohol For Germ-killing Efficacy, Clear Liquid Content, No Rinsing Needed, Foam-type, 1 L/bot" 60.00 30,000.00 500 Bottle 4 "mop With Aluminum Handle > Heavy Duty 5ft With Screw For Mop Head Refill (400grams) Set. " 160.00 48,000.00 300 Pc 5 "steel Wool > With Plastic/wood Handle" 12.00 6,000.00 500 Pc 6 "sandog Bag > Small, Bio-degradable, 100/ Pack" 54.00 540.00 10 Pack 7 "sandog Bag > Medium, Bio-degradable Plastic, 100/pack" 54.00 4,320.00 80 Pack 8 "sandog Bag > Hs065 Sando Bag Xl, White, 100/pack 80 Pack 72.00 5,760.00 No Bid" 72.00 5,760.00 80 Pack 9 "slipper > Clog Rubber Slipper, S (36-38), M (39-41), L ( 42-44), Assorted Colors" 30.00 900.00 30 Pair 10 "test Tube Brush > 500 Ml, Acid Base Cleaner, Fast Acting, Easy To Apply, Removes Cement Film" 18.00 432.00 24 Pc 11 "twine > Plastic, 1kilo/ Roll" 66.52 931.28 14 Rolls --------------------------------------- Note: 1. Bidder Must Provide All Information Required In This Form; 2. Bidder Must Attach An Original Or Scanned Colored Copy Of Brochure/s Showing Specifications Of The Product/s Being Offered; 3. Bidder Must Submit A Sample, If Required, Within Two (2) Working Days Upon Notice; 4. Price Quotation/s Must Include All Taxes, Duties, And/or Levies Payable; 5. Price Quotation/s Must Be Valid For A Period Of At Least 30 Calendar Days From The Date Of Submission; 6. Price Quotation/s Exceeding The Abc Shall Be Automatically Rejected; 7. Interlineations, Erasures, Or Over Writings Shall Be Valid Only If They Are Signed By You Or Any Of Your Duly Authorized Representative/s; 8. Unless Otherwise Indicated, Evaluation And Award Shall Be Made On A Per-item Basis; 9. Contract Shall Be Awarded To The Bidder With The Lowest Calculated Responsive Quotation (for Goods And Infrastructure) Or, The Highest-rated Offer (for Consulting Services) Which Complies With The Minimum Technical Specifications And Other Terms And Conditions Stated Herein; 10. In Case Two Or More Bidders Are Determined To Have Submitted The Lowest Calculated Responsive Quotation, "toss Coin" Shall Be Employed As The Tie-breaking Method To Determine The Final Bidder To Whom The Contract Shall Be Awarded; 11. Bidder Must Submit Within Two (2) Calendar Days Upon Notification From The Bac Secretariat, Thru E-mail, Text Message, Or Phone Call, The Following Documents: Mayor's Permit, Philgeps Registration Number, Professional License/curriculum Vitae (additional For Consulting Services), Pcab License (additional For Infra), Income/business Tax Return (for Abcs Above Php500,000.00), And Omnibus Sworn Statement With Original Notarized Secretary's Certificate In Case Of A Corporation, Partnership Or Cooperative, Or Original Special Power Of Attorney In Case Of A Sole Proprietorship (for Abcs Above Php50,000.00). Failure To Submit Any Of The Documentary Requirements Within The Given Period Will Render Your Quotation Failed. 12. All Quotations Must Be In This Request For A Quotation Form. Quotations In Any Order Form Shall Be Rejected; 13. All Abcs Are Vat-inclusive Except For Medicines Under Ra 10963 Train And Ra 11534 Create 14. All Notices/purchase Orders Are Deemed Received/confirmed On Email Date 15. If Quotations Are Sealed In An Envelope, It Must Bear The Particular Rfq No. On The Face Of The Envelope Brenda I. Rosuman, Md Hbac Chairperson Ilocos Training And Regional Medical Center Parian, San Fernando City, La Union For Further Inquiry, You May Contact The Hbac Secretariat: Myron Jek C. Almodovar Tel. No. (072) 607-6418/642 Loc. 223 Telefax No. (072) 610-3639 E-mail Address: Bac_amp@itrmc.doh.gov.ph

Details: This Is A Combined Solicitation Synopsis Using Far Part 12, Acquisition Of Commercial Items; The Solicitation Number Is W519tc-24-q-2147 the Solicitation And Incorporated Provisions And Clauses Are Those In Effect Through Federal Acquisition Circular 2024-02 Dated 22 Jan 2024. the Naics Code For This Procurement Is 334519; The Product Service Code Is 5210, Measuring Tools. you Must Be Registered Within The System For Award Management (sam) Databased At Time Of Response To This Solicitation. The Website For Sam Is Https://www.sam.gov/. addendum To 52.212-1 description Of Requirement: Reference Attachment 03, Price Sheet. clin 0001: Quantity Unit coordinated Measuring Machine Per-----------------------2----------------ea. per Attachment 002 Pws Cmm. clin 0002: Quantity Unit advanced Training X(6) Per------------------------------------------1-----------------lot. attachment 002 Pws Cmm. clin 1001: Quantity Unit option- Coordinated Measuring Machine Per-----------2-----------------ea. attachment 002 Pws Cmm. clin 2001: Quantity Unit option- Advanced Traing X(6) Per--------------------------------1-----------------lot. attachment 002 Pws Cmm. delivery And Location clin Description Delivery Date all Pws Cmm Above. 30/60 Days After Receipt Of Award (ar0) delivery Will Be Fob Destination To Crane Army Ammunition Activity, Building 148 300 Highway 361, Crane, In 47522-5001, In Accordance With The Following: crane Army Ammunition Activity Delivery Instructions: caaa Receiving Hours Are 0700 – 1430, Mon - Thurs By Appointment Only; Includes Inert & Freight All Kind (fak). Appointments Shall Be Made Via Carrier Appointment System (cas). Carriers Without Access To The Cas System, Call (812)854-2199 Or (812)854-2339, 48 Hours Prior To Delivery For Appointment. Failure To Follow The Protocol Stated Herein And/or Obtain A Scheduled Delivery Time Prior To Delivery, May Result In The Truck Being Turned Away. packaging And Marking Requirements preservation, Packaging, And Packing Shall Be In Accordance With Astm D 3951 Commercial Packaging. listing Of Attachments: attachment 01-rfq Sf1449 Document With Clin Descriptions, Provisions & Clauses. attachment 02- Pws Cmm. attachment 03- Pricing Sheet attachment 04- Redacted Limited Source Justification Mfr – Cmm. evaluation Statement Per Far 52.212-2: Offerors Shall Submit The Following Attachments In Response To This Solicitation: price – Offeror Must Submit Completed Pricing Sheet At Attachment 03. All Yellow-highlighted Sections Shall Be Completed. Prices Shall Be Stated To 2 Decimal Places. review Sign And Return The Sf1449, Rfq And Complete Line Item Prices And Option Clins; (email) 1 Copy By The Submission Date To The Contracting Officer Below. attachment 01- Sf1449, Complete- The Representations And Certifications Provisions far 52.204-20 far 52.204-24 far 52.204-26 far 52.209-11 far 52.212-3 Alt I (dev) far 52.225-25 . basis For Award the Government Intends To Make An Award After Determination That The Price Is Reasonable, And The Offeror Is Responsible. price Analysis Shall Be Used To Determine Price Reasonableness; Additional Methods Of Price Analysis May Be Used As Determined By The Contracting Officer. These Methods Of Evaluation May Include Information/input From Sources Such As (but Not Limited To) Other Governmental Agencies And Personnel. The Government Reserves The Right To Require The Submission Of Any Data (i.e.., Data Other Than Certified Cost Or Pricing Data Necessary To Validate The Reasonableness Of An Offer. in Accordance With Far 52.212-1(g), The Government Intends To Award A Contract Against This Solicitation Without Discussions. deadline For Submission offers Are Due On Feb. 23, 2024 No Later Than 4:00 Pm Central Time. offers Shall Be Submitted In The Following Way: electronically Via Email To The Contract Specialist, Rachel.j.eaggleston.civ@army.mil; and Contracting Offerors Shall Include “w519tc-24-q-2147 - Response – [insert Offeror’s Name]” Within The Subject Line. end Of Addendum 52.212-1 solicitation Clauses And Provisions- Addendum To 52.212-1: reference Attachment 01, Sf1449 Commercial Solicitation* the Following Federal Acquisition Regulations (far), And Defense Federal Acquisition Regulation Supplement (dfars) Provisions Apply And Are Incorporated By Reference (provisions May Be Obtained Via The Internet At Http://www.acquisition.gov): *solicitation Far Provisions – By Reference: *solicitation Provisions In Full Text – Addendum To 52.212-1 *solicitation Clauses By Reference: - Addendum To 52.212-4 see Amendment 001 Narrative Below: -this Amendment 001, Is Issued To Answer The Following: question: What Size Rotary Table Is Required? answer: The Table Required Is: Rt-rb-100-1. -the Rfq Is Not Extended. amendment 002 amendment 002 - Amendment 002, Is Issued To Execute The Following: the Combined Synopsis Rfq Herein Has Changed From Total Small Business-set-aside To Unrestricted. the Sf1449 Solicitation Document Is Changed In Block 10 From 100% Small Business-set Aside, To Unrestricted. the Rfq Is Extended: Sf1449, Block 8 Is Changed From 23 Feb To Read, 26 Feb 2024. reference The Amendment 002 Attachment.