Fabrication Tenders

Description: Contact Information|4|n743.43|wwf|717-605-3992|noelle.m.smith10.civ@us.navy.mil| item Unique Identification And Valuation (jan 2023)|19|||||||||||||||||||| higher-level Contract Quality Requirement (navicp Review Feb 1991)(feb 1999)|1|see Specifications Section C & E| inspection Of Supplies--fixed-price (aug 1996)|2||| inspection And Acceptance - Short Version (jun 2002)|8|x||x|||||| general Information-fob-destination|1|a| wide Area Workflow Payment Instructions (jan 2023)|16|invoice And Receiving Report (combo)||tbd|n00104|tbd|tbd|n50286|tbd|||n/a|||||| navy Use Of Abilityone Support Contractor - Release Of Offeror Information (3-18))|1|| equal Opportunity (sep 2016)|2||| warranty Of Supplies Of A Noncomplex Nature (june 2003)|6|one Year|365 Days After The Last Delivery Under This Contract||||| warranty Of Data--basic (mar 2014)|2||| buy American --free Trade Agreements--balance Of Payments Program - Basic (feb2024))|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 (feb 2024)|13|332722|500|||||||||||| notice Of Priority Rating For National Defense, Emergency Perpardeness, And Enrgy Progam Use (april 2008))|2||x| the Hour And Date Specified For Receipt Of Offers Has Been Extended To 4:30pm Est On 18 February 2025. tdp Was Updated. 1. Reference (a) Request To Take Exception To The Fracture Toughness Testing For The Subject Counter Sunk Socket Head Cap Screws. in Response, Provided The Source Material Is 1/2 Inch Or Less In Diameter Or 1/2 Inch Or Less Thick, Fracture Toughness Testing Is Not Required. the Hour And Date Specified For Receipt Of Offers Has Been Extended To 4:30pm Est On 14 June 2024. 1.dd1423 Data Item A001 (inspection And Test Plan) May Be Waived If Already On 2.the Following Proposed Delivery Schedule Applies: submission Of All Certification Data Cdrls 20 Days Prior To Delivery. pnsy Review/acceptance Of Certification Cdrls 6 Working Days After Receipt final Delivery Of Material (210 Days) \ 1. Scope 1.1 The Material Covered In This Contract/purchase Order Will Be Used In A Crucial Shipboard System. The Use Of Incorrect Or Defective Material Would Create A High Probability Of Failure Resulting In Serious Personnel Injury, Loss Of Life, Loss Of Vital shipboard Systems, Or Loss Of The Ship Itself. Therefore, The Material Has Been Designated As Special Emphasis Material (level I, Scope Of Certification, Or Quality Assured) And Special Control Procedures Are Invoked To Ensure Receipt Of Correct Material. 1.1.1 Dssp Scope Of Certification Material - Material Control Division ;(b); Applies To This Material. 2. Applicable Documents 2.1 Order Of Precedence - In The Event Of A Conflict Between The Text Of This Contract/purchase Order And The References And/or Drawings Cited Herein, The Text Of This Contract/purchase Order Must Take Precedence. Nothing In This Contract/purchase Order, however, Must Supersede Applicable Laws And Regulations Unless A Specific Exemption Has Been Obtained. 2.2 Applicable Documents - The Document(s) Listed Below Form A Part Of This Contract/purchase Order Including Modifications Or Exclusions. 2.2.1 Specification Revisions - The Specification Revisions Listed Under "documents References" Below Are The Preferred Revision. Older And/or Newer R Evisions Are Acceptable When Listed Within Contract Support Library Reference Number Csd155 In Ecds (electric contractor Data Submission) At: Ht Tps://register.nslc.navy.mil/. This Is To Allow Contractors To Use Certain Acceptable Older Specification Revisions To Purge Their Existing Stock Of Material Certified To Those Older Revisions Or To Use Newer Specification revisions When Material Is Certified To Newly Released Revisions,without Requiring The Submittal Of Waiver/deviation Requests For Each Specification Revision On Every Contract. Revisions Of Specifications Reflecting Editorial And/or Re-approval (e.g. E2009, r2014, Etc.) Are Considered Inconsequential, But Are Acceptable When Their Revisions Are Listedwithin Csd155 Or Elsewhere Within This Contract. 2.2.2 Documents, Drawings, And Publications Supplied Are Listed Under "drawing Number". These Items Should Be Retained Until An Award Is Made. 2.2.3 "document References" Listed Below Must Be Obtained By The Contractor. Ordering Information Is Included As An Attachment To This Contract/purchase Order. drawing Data=7329673 |53711| A| |a|0001 | A|49998|0136140 document Ref Data=ff-s-86 | | |g |210127|a| | | document Ref Data=ansi/asq Z1.4 | | | |080101|a| | | document Ref Data=mil-std-792 | | |f |060519|a| | | document Ref Data=sae Ams 5662 | | |l |000701|a| | | document Ref Data=sae Ams 5663 | | |n |160601|a| | | document Ref Data=sae Ams 5664 | | |e |010101|a| | | document Ref Data=iso_9001 | | | |081115|a| | | document Ref Data=iso10012 | | | |030415|a| | | document Ref Data=iso/iec 17025 | | | |050515|a| | | document Ref Data=mil-i-45208 | | |a |810724|a| 1| | document Ref Data=mil-std-45662 | | |a |880801|a| | | document Ref Data=ansi/ncsl Z540.3 | | | |130326|a| | | document Ref Data=t9074-as-gib-010/271 | | |1 |140911|a| | | 3. Requirements 3.1 ;the Screw, Cap, Sch, Cntsk Must Be 3/8-24unrf-3a X 4.25, Ff-s-86 Ty Iv Inconel 718 Per Dwg 7329673 And Csd 443, Except As Amplified Or Modified Herein.; 3.2 Contract Support Library - Additional Requirements For This Item Are Identified As Contract Support Library Reference Number ;csd443; In Ecds At Https://register.nslc.navy.mil/ 3.3 Material For Parts Requiring Certification - Quantitative Chemical And Mechanical Analysis Is Required For The Parts Listed Below Unless Specifically Stated Otherwise: part - ;screw; material - ;inconel 718 Per Sae/ams 5664, Sae/ams 5662, Or Sae/ams 5663 With The Additional Heat Treatments Per Paragraph 2.2 Of Drawing 7329673. All Material Must Meet The Mechanical Properties Of; 3.3.1 ;fracture Toughness Test Results To Include Size, Geometry, Thread Type, And Length Of Material And Type.; 3.3.2 ;the Remainder Of The Test Block Must Be Supplied With Shipment.; 3.4 Testing Certification - Certifications Are Required For The Following Tests On The Items Listed Below. Additional Testing On Other Piece Parts (if Any) Per Applicable Drawings And Specifications Is Still Required, But Certifications Are Only Required As listed Below. test - ;liquid Penetrant; item - ;screw, Hex Socket, Flat Countersunk Head; performance - ;t9074-as-gib-010/271; acceptance - ;navsea Drawing 7329673, Paragraph 3.e; 3.5 ;the Contractor Must Maintain A Complete Record On File Of All Heat Treatment Operations Given Each Piece. The Contractor Must Provide A Certification Statement Signed By An Authorized Company Representative With A Sequential Description Of All Heat treatment Operations In Accordance With All Requirements Of Navsea Drawing 7329673, Paragraph 5.3; 3.6 ;the Contractor Must Submit A Manufacturing Procedure In Accordance With Drawing 7329673, Paragraph 4.3 For Navsea Review And Approval Prior To Commencing Manufacturing.; 3.7 Mercury Free - Mercury And Mercury Containing Compounds Must Not Be Intentionally Added Or Come In Direct Contact With Hardware Or Supplies Furnished Under This Contract. Mercury Contamination Of The Material Will Be Cause For Rejection. 3.8 Configuration Control - The Contractor Must Maintain The Total Equipment Baseline Configuration. For Items Of Proprietary Design, Contractor Drawings Showing The Latest Assembly Configuration Must Be Provided To The Government In Electronic (c4) Format. definitions Are Provided Elsewhere In The Contract/purchase Order. 3.8.1 Waivers/deviations - All Waivers And Deviations, Regardless Of Significance Or Classification Require Review And Approval By The Contracting Officer. Waivers And Deviations Must Be Designated As Critical, Major, Or Minor. The Contractor Must Provide A copy Of This Request To The Qar. Requests Must Include The Information Listed Below. A. A Complete Description Of The Contract Requirement Affected And The Nature Of The Waiver/deviation (non-conformance), Including A Classification Of Critical, Major, Or Minor. B. Number Of Units (and Serial/lot Numbers) To Be Delivered In This Configuration. C. Any Impacts To Logistics Support Elements (such As Software, Manuals, Spares, Tools, And Similar) Being Utilized By Government Personnel Or Impacts To The Operational Use Of The Product. D. Information About Remedial Action Being Taken To Prevent Reoccurrence Of The Non-conformance. 3.8.2 All Requests For Waivers/deviations On Navsup-wss Contracts Must Be Submitted To The Navsup Wss Contracting Specialist Via Email. 3.8.3 Ecps - The Government Will Maintain Configuration Control And Change Authority For All Modifications Or Changes Affecting Form, Fit, Function, Or Interface Parameters Of The Equipment And Its Sub-assemblies. The Contractor Must Submit An Engineering change Proposal (ecp) For Any Class I Or Ii Changes That Impact The Equipment Covered By This Contract. Ecps Must Be Prepared In Contractor Format, And Must Include The Following Information: A. The Change Priority, Change Classification (class I Or Class Ii), And Change Justification. B. A Complete Description Of The Change To Be Made And The Need For That Change. C. A Complete Listing Of Other Configuration Items Impacted By The Proposed Change And A Description Of The Impact On Those Cis. D. Proposed Changes To Documents Controlled By The Government. E. Proposed Serial/lot Number Effectivities Of Units To Be Produced In, Or Retrofitted To, The Proposed Configuration. F. Recommendations About The Way A Retrofit Should Be Accomplished. G. Impacts To Any Logistics Support Elements (such As Software, Manuals, Spares, Tools, And Similar) Being Utilized By Government Personnel In Support Of The Product. H. Impacts To The Operational Use Of The Product. I. Complete Estimated Life-cycle Cost Impact Of The Proposed Change. J. Milestones Relating To The Processing And Implementation Of The Engineering Change. 3.8.4 A Copy Of The Final Waiver/deviation (both Approved And Disapproved) Must Be Forwarded With The Applicable Asset(s). 3.9 Certificate Of Compliance - (special Emphasis Material) The Contractor Must Prepare And Submit A Certificate Of Compliance Certifying That The Items/components Furnished Under This Contract Comply With The Requirements Of The Procurement Document, including Any/all Invoked Specifications And Drawings. ^ Quality Assurance Requirements ^ 3.10 Quality System Requirements - The Contractor Furnishing Items Under This Contract/purchase Order Must Provide And Maintain A Quality System In Accordance With Iso-9001 As Amplified Or Modified Herein, With The Calibration System Requirements Of Iso-10012 or Ansi-z540.3 With Iso-17025. A Quality System In Accordance With Mil-i-45208, With The Calibration System Requirements Of Mil-std-45662, Is Acceptable As An Alternate. 3.10.1 The Contractor's Quality System And Products Supplied Under The System Are Subject To Evaluation, Verification Inspection, And Acceptance/nonacceptance By The Government Representative To Determine The System's Effectiveness In Meeting The Quality requirements Established In The Contract/purchase Order. 3.10.2 The Contractor's Quality System Must Be Documented And Must Be Available For Review By The Contracting Officer Or His Representative Prior To Initiation Of Production And Throughout The Life Of The Contract. The Prime Contractor Must, Upon notification, Make His Facilities Available For Audit By The Contracting Officer Or His Authorized Representative. 3.10.3 See Cdrl Di-qcic-81110 (inspection System Procedures) - All Suppliers Of Deep Submergence Systems Program (dssp) Material Are Required To Submit A Copy Of Their Current Documented Quality System Procedures To The Procurement Contracting Officer (pco) prior To Award Of Any Contract/purchase Order. Suppliers That Have A Copy Of Their Current Quality System Procedures On File At Navicp-mech May Request The Pco Waive This Requirement. 3.10.4 This Contract Provides For The Performance Of Government Quality Assurance At Source. The Place Or Places Of Performance May Not Be Changed Without The Authorization Of The Procurement Contracting Officer. Upon Receipt Of This Order, Promptly notify The Government Representative Who Normally Services Your Plant So That Appropriate Planning For Government Inspection Can Be Accomplished. If You Do Not Have An Assigned Government Representative, Notify The Nearest Defense Contract Management Agency (dcma) Office. In The Event That A Local Government Representative Or Dcma Office Cannot Be Located, Our Purchasing Agent Should Be Notified Immediately. 3.10.5 Any Changes Made By The Contractor To A Qualified Quality System Will Require Concurrence By The Government Quality Assurance Representative Prior To Adoption. 3.11 Contractor Inspection Requirements - The Contractor Must Maintain Adequate Records Of All Inspections And Tests. The Records Must Indicate The Nature And Number Of Observations Made, The Number And Type Of Deficiencies Found, The Quantities Approved and Rejected And The Nature Of Corrective Action Taken As Appropriate. 3.11.1 The Supplier's Gages, Measuring And Test Equipment Must Be Made Available For Use By The Government Representative When Required To Determine Conformance With Contract Requirements. When Conditions Warrant, The Supplier's Personnel Must Be Made available For Operations Of Such Devices And For Verification Of Their Accuracy And Condition. 3.11.2 All Documents And Reference Data Applicable To This Contract Must Be Available For Review By The Government Representative. Copies Of Documents Required For Government Inspection Purposes Must Be Furnished In Accordance With The Instructions provided By The Government Representative. 3.12 Subcontractor Inspection Requirements - The Government Has The Right To Inspect At Source, Any Supplies Or Services That Were Not Manufactured/performed Within The Contractor's Facility. Such Inspection Can Only Be Requested By Or Under Authorization Of the Government Representative. Any Purchasing Documents To A Subcontractor Must Cite The Applicable Portions Of The Contractually Invoked Quality System (e.g. Calibration Requirements), Plus Any Product Requirements That Apply To The Supplies Being Purchased. when The Government Elects To Perform Source Inspection At The Subcontractor's Facility, Applicable Purchase Documents Must Be Annotated With The Following Statement: "a Government Inspection Is Required Prior To Shipment From Your Plant. Upon Receipt Of this Order, Promptly Notify The Government Representative Who Normally Services Your Plant So That Appropriate Planning For Government Inspection Can Be Accomplished. If You Do Not Have An Assigned Government Representative, Notify The Nearest Defense Contract management Agency (dcma) Office. In The Event That A Local Government Representative Dcma Office Cannot Be Located, Our Purchasing Agent Should Be Notified Immediately." 3.13 Government Furnished Material And/or Equipment (gfm/gfe) - When Material Or Equipment Is Furnished By The Government, The Contractor Must Develop Documented Control Procedures That Require At Least The Following: 3.13.1 Visual Examination Upon Receipt To Detect Damage During Transit. 3.13.2 Inspection For Completeness And Proper Type. 3.13.3 Verification Of Material Quality Received. 3.13.4 Periodic Inspection And Precautions To Assure Adequate Storage Conditions And To Guard Against Damage From Handling And Deterioration During Storage. 3.13.5 Functional Testing, Either Prior To Or After Installation, Or Both, As Required By The Contract To Determine Satisfactory Operation. 3.13.6 Identification And Protection From Improper Use Or Disposition. 3.13.7 Reporting To The Government, Any Gfm Or Gfe Property Found Damaged, Malfunctioning, Or Otherwise Unsuitable For Use. In The Event Of Damage Or Malfunction During Or After Installation, The Supplier Must Determine And Record Probable Cause And necessity For Withholding The Material From Use. 3.13.8 For Gfe Material, And As Required By The Terms Of The Bailment Agreement, The Supplier Must Establish Procedures For Adequate Storage, Maintenance, And Inspection Of Bailed Government Material. Records Of All Inspection And Maintenance Performed On bailed Property Must Be Maintained. 3.13.9 Material Returned To The Contractor Must Be Handled As Gfm. 3.14 Traceability And Certification Requirements - To Assure That Correct Materials Are Installed In Dssp Systems, It Is Imperative That Traceability Be Maintained From The Material To The Material Certification Test Report And And Other Required Objective quality Evidence (oqe). The Material Certification Report Must Completely And Accurately Reflect That The Material Supplied Meets The Specified Requirements. Materials Requiring Traceability And Certification Data Are Identified Within Paragraph 3, Section C of This Contract/purchase Order. 3.14.1 The Following Provides The Minimum Requirements For Maintaining Material Traceability And Supplements The Requirements Specified In Di-misc-81020 And Elsewhere In The Contract/purchase Order. 3.14.2 The Contractor Must Develop Written Procedures That Implement The Material Control Requirements Stated Herein, Within Di-misc-81020, And Elsewhere In This Contract/purchase Order. 3.15 Material Traceability - Material Traceability Codes Must Be Permanently Applied To The Material And Annotated On Test Reports For Each Individual Heat/heat Treatment Of Material Supplied. Where Heat Traceability Is Not Possible Due To Manufacturing processes (e.g. Continuous Pour Operations), Lot Traceability Must Be Provided As Defined In The Applicable Material Specification And, When Applicable, As Further Defined In The Contract/purchase Order. Traceability Marking Must Either Be Heat/lot Number, A unique Vendor Traceability Number/code, Or A Combination Thereof To Maintain Complete Traceability To Certification Oqe. Traceability Must Be Maintained Through All Process Operations Including Any Subcontracted Operations, To The Finished Component. 3.15.1 Procurement/receipt Inspections - Purchase Orders For Raw Material Must Specify That The Material Be Traceable To Material Certification Test Ports By Traceability Codes That Are Marked On The Material And Identified On The Test Reports. The certification Data Requirements Contained In Di-misc-81020 Must Be Invoked By The Prime Contractor On All Subcontractors Supplying Dssp Material. 3.15.2 Receiving Inspection Must Include As A Minimum - Verification That The Traceability Number Marked On The Material Agrees With That On The Certification Test Reports. Verification That Certification Test Reports Are Legible And Complete. Verification That The Contents Of The Certification Test Reports Are In Compliance With The Contractually Invoked Specifications And Requirements. 3.16 Material Handling - All Raw Materials Must Be Marked With A Unique Traceability Number (except As Specified Below). 3.16.1 Stored Raw Materials Requiring Traceability Must Be Segregated To Preclude Intermingling With Materials Not Requiring Traceability. 3.16.2 When Traceability Markings Will Be Removed By A Manufacturing Or Fabrfabrication Process, The Marking Must Be Recorded Prior To Removal And Be Imimmediately Restored Upon Completion Of The Process. If This Cannot Be Done Or Is Impractical, An appropriate Material Control Procedure (such As A Bag And Tag, Tagging, And/or Tote Box Control) Must Be Employed. The Material Control Procedure Must Provide A Method Of Positive Control To Preclude Commingling Of Heats Or Loss Of Traceability. The traceability Marking Must Be Reapplied Upon Completion Of The Final Manufacturing Process. 3.16.3 Brazing Or Weld Filler Metals For Strength Welds Forming Or Integral With Pressure Containing Components Or Assemblies Requiring Traceability Must Be Verified To Be The Correct Material, And Type Or Grade, As Applicable, Prior To Consumption. At A minimum, Material Verification Must Consist Of Inspection Of Material Test Reports For Conformance To Specified Requirements. Control Of Welding And Brazing Filler Metals Must Be Maintained To The Point Of Consumption To Assure Use Of The Correct Type And grade. Markings And Traceability Requirements Do Not Apply To Brazing And Weld Filler Metals After Consumption. It Is The Responsibility Of The Prime Contractor To Ensure Conformance With The Above Requirements On Welds Performed By Their Subcontractors. 3.16.4 The Material Control Process Must Include Requirements For The Maintenance Of Traceability For Items Sent Out For Subcontracted Operations. If Such Operations Would Remove Traceability Markings, Purchase Or Work Orders Must Specify A Method And marking Location For Remarking. The Contractor Must Also Ensure That Subcontractor Production Controls Are Adequate To Preclude Commingling Of Materials During Processing. 3.16.5 For Material Produced By Batch, Continuous Cast, Or Continuous Pour Processes, Samples Must Be Taken No Less Than Once In Every Eight Hours Of Operation For The Purpose Of Validating Proper Chemical Composition And Mechanical Properties. 3.17 Final Inspection - The Following Inspection Must Be Performed Prior To Shipping Material. 3.17.1 Material Sampling - Material Must Be Inspected For Form, Fit, And Function. Lot Acceptance Must Be Based On Zero Defects And Lot Rejection Based On One Defect. The Sample Size Must Be In Accordance With The Sampling Plan(s) In The Applicable Military specification Or Standard, Federal Specification Or Standard, Or Drawing To Which The Material Was Manufactured. In The Absence Of Such Sampling Plans, Sampling Inspection Must Be Per Ansi/asq-z1.4, General Inspection Level Ii (for Sample Size Selection Code), table Iia (for Sample Size). small Lot Sizes - For Lot Sizes Of Fifty Or Less, The Minimum Sample Size Must Be Eight Units. For Lot Sizes Of Eight Or Less, The Sample Size Must Be One Hundred Percent Of The Lot. 3.17.2 The Manufacturer May Elect To Use Statistical Process Control (spc) To Assure Product Quality In Lieu Of The Above Attribute Sampling Plan, Provided That The Spc Methodology/system Used Provides Acceptable Products To The Government. However, The government Inspection Activity May Perform Their Acceptance Inspection Of The Material Using The Attribute Sampling Plan Outlined Above. 3.17.3 All Data Concerning Material Verification (chemical And Mechanical Properties), Traceability (material Certifications To Material Marking), And Nondestructive Test (ndt) Certifications For Material Must Be 100% Inspected. The Certification Test Reports must Also Be 100% Inspected For Completeness And Legibility. 3.17.4 All Metallic Material Must Be 100% Inspected For Traceability Marking And That The Marking Is Legible. 3.18 Material Certification - In Addition To The Certification Data Requirements Specified In Di-misc-81020, The Following Material Certification Requirements Apply: 3.18.1 Quantitative Chemical And Mechanical Analysis Of Material Traceable To Heat Identification Is Required. Material Certification Test Reports Must Include The Class, Form, Condition, Grade, Type, Finish, And/or Composition, As Applicable, Of The material Supplied. 3.18.2 Reidentification And Recertification Of Material Is Required When The Material Is Subjected To A Process Which Alters It's Properties. If The Starting Material Or Raw Stock Is Processed In A Manner That Will Not Affect It's Chemical Composition Or mechanical Properties, The Original Certifications For The Chemical Composition And Mechanical Properties, As Required By The Material Specification, Are Acceptable. Recertification Of The Chemical Or Mechanical Properties Is Required If A Process Is Used during Fabrication That Alters The Original Properties Of The Material (e.g. Alloying, Heat Treating, Or Forming). In These Instances, The Properties Of The Material Must Be Redetermined And Documented To Reflect The Altered Condition. The Altered Material must Be Uniquely Reidentified. The Properties Thus Determined And Documented, Are Required For Final Certification And Must Conform To The Material Specification Or The Contract/purchase Order Requirements. When Only The Mechanical Properties Are Altered, The original Certification Forchemical Composition Must Be Overstamped And Annotated With The Unique Traceability Marking Used With The Altered Material And At A Minimum Contain The Information Below. traceability Number ________________________________________________ (marking On Finished Item) is Fabricated From Raw Material Identified To heat Number ________________ And Heat Treat Number ________________________ (when Applicable) _________________________________________ Date _____________________ (name And Signature Of Auth. Co. Rep.) 3.18.3 Material Certification Data Forwarded By The Manufacturer Must Contain A Signed Certification That The Report Results Represent The Actual Attributes Of The Material Furnished And Indicate Full Compliance With All Applicable Specification And Contract requirements. Transcription Of Certification Data Is Prohibited. 3.18.4 Statements On Material Certification Documents Must Be Positive And Unqualified. Disclaimers Such As "to The Best Of Our Knowledge" Or "we Believe The Information Contained Herein Is True" Are Not Acceptable. note: If Material Is Received Without The Required Certification Papers, The Material Will Be Rejected. 3.19 Material Marking For Traceability And Identification - The Following Are The Minimum Marking Requirements. Additional/alternate Marking Requirements, If Applicable, Will Be Specified Elsewhere In The Contract/purchase Order. In Addition To The Marking requirements On Applicable Drawings And/or Specifications, Marking With A Traceability Code Is Required. All Traceability Marking Must Be Permanently Applied In Accordance With Mil-std-792 (except As Specified Below). An Alternate Marking Method Is permissible Provided It Is An Available Option In The Contractually Invoked Specification Or Drawing, Except In Instances Where The Material Has Been Modified By This Contract/purchase Order And Differs From That Specified In The Specification Or Drawing. 3.19.1 Permanent Markings Are Not Required For Welding And Brazing Joints. 3.19.2 Traceability Markings For Items With Precision Machined Or Plated Surfaces, Or Material With Suitable Marking Surface Areas Less Than 3/8 Inches Square (either 3/8" X 3/8" Or An Area Equal To 0.1406 Inches Square) Must Be Applied To A Durable Tag And the Tag Securely Affixed To The Material. 3.19.3 Marking Must Be Legible And Must Be Located So As To Not Affect The Form, Fit, And Function Of The Material. ; ; 3.19.4 Traceability Markings Must Be Maintained Through Assembly, And Whenever Possible Must Be Visible After Assembly. For Items Where The Marking Is Not Visible After Assembly, A Durable Tag Must Be Securely Attached To The Item Identifying The Part number, Piece Number, Traceability Number, And The Location Of The Permanent Mark. 3.20 See Cdrl Di-misc-80678 (test Certification) - A Statement Of Tests Performed, Listing The Pieces Tested Must Be Furnished Along With A Copy Of The Test Results. Certification Must Include The Contractor's Name, Address, Phone Number And Date, Quantity inspected, Identified To The Contract/purchase Order And Item Number, And The Contractor's Or Authorized Personnel's Signature. Test Certifications Must Reference The Standard/specification, Including The Revision, To Which The Testing Was Performed And The acceptance Criteria Used. Test Procedure Numbers May Also Be Referenced On Test Reports. Test Reports On Weldments Must Be Identified To Weld Joint And Layer. 3.21 ;see Cdrl Di-mgmt-81580 (manufacturing Procedures) - The Vendor Must Submit A Manufacturing Plan In Accordance With Dwg 7329673, Paragraph 4.3 For Navsea Review And Approval Prior To Commencing.; 3.22 See Cdrl Di-misc-80678 (special Emphasis C Of C) - The Certificate Of Compliance Must Show Traceability To The Marking Applied On Each Individual Item, And Must Contain The Following Information: 1. Contractor's Name, Address, Phone Number And Date. 2. The Contract/purchase Order Number (i.e. N00104-11-p-fa12). 3. The National Stock Number (nsn). The 18 Character National Stock Number For Special Emphasis Material Includes The Two Digit Cog, The Four Digit Fsc, The 9 Digit Niin, And The Two Digit Smic (i.e. 1h 4820 012345678 D4) ("n/a" When Not Applicable). 4. Lubricants, Sealants, Anti-seize, And/or Thread Locking Compounds. ("n/a" When Not Applicable). 5. Cure Date ("n/a" When Not Applicable). 6. Manufacturer's Compound Number ("n/a" When Not Applicable). 7. When Weld Procedure Submittal Is Required By The Contract, A Statement That The Approval Date Of The Qualification Data Precedes Any Production Or Repair Welding Performed On This Contract. ("n/a" When Not Applicable). 8. A Statement For Any Hull, Mechanical And Electrical (hm&e) Testing Required That Include The Name Of The Test And That It Was Performed Satisfactorily. If No Hm&e Testing Is Required, The Statement Should Read "hull, Mechanical And Electrical (hm&e) Testing n/a." 9. A Statement To The Effect That All Items Furnished On This Contract Are In Full Compliance With The Specifications And Requirements. 10. Contractor's Or Authorized Personnel's Signature. 3.22.1 For Connectors, Cables, And Junction Boxes Procured To Eb Specs S-5343934-1, S-5343934-2, S-5343934-3, Or Dry Deck Shelter Specification S-5486639-1, The Certificate Of Compliance Must Also Include The Information Below: 11. A Notation That 32 Root Mean Square (rms) Finishes Are In Accordance With The Specifications And Are Free Of Imperfections. 12. Direct Reading Of O-ring Surface Diameters With Specified Standard. 3.22.2 For Self-locking Hex Nuts Procured To Nasm 25027, The Certificate Of Compliance Must Also Include The Information Below: 13. A Statement To The Effect That Qualification Testing In Accordance With Nasm 25027 Paragraph 3.2 Is Satisfactorily Performed. 4. Quality Assurance 4.1 Notes To Dcma Qar And The Contractor - 4.1.1 Dcma Qar And The Contractor For Proprietary Designs - Departures From Contractor Imposed Requirements, Not Specifically Covered By The Contract, Must Be Judged Individually On The Basis Of The Effect, If Any, On Contractual Requirements. When There Is A disagreement Between The Contractor And The Government Representative As To The Effect On Contractual Requirements, The Departure Must Be Considered A Nonconformance And Be Submitted To The Pco For Disposition. 4.1.2 Dcma Qar And The Contractor For Proprietary Designs - All Records Of Departures From Contractor Imposed Requirements Must Be Maintained And Available For Review At The Contractor's Facility. A Copy Must Be Given To The Local Government Representative. A record Of These Departures, Traceable To The Applicablepart Number And Contract Number Must Be Submitted To The Pco. 4.1.3 Dcma Qar And The Contractor For Proprietary Designs - For Proprietary Designs, The Contractor's Part Numbers Are Acceptable For Reference Only. The Delivered Material Must Conform To All Drawings, Specifications, And Other Contractual Requirements. 4.1.4 Dcma Qar - It Is The Responsibility Of Dcma Qar To Review Non-destructive Testing (ndt) Procedures For Navsup Contracts/purchase Orders. 4.1.5 Dcma Qar And The Contractor - The Ecds (electronic Contractor Data Submission) System Is Available For Certain Data Submissions And To Submit Questions And Clarifications, And Waiver Requests On Contracts And Solicitations. Ecds Can Be Found At: https://register.nslc.navy.mil/ 5. Packaging 5.1 Preservation, Packaging, Packing And Marking - Preservation, Packaging, Packing And Marking Must Be In Accordance With The Contract/purchase Order Schedule And As Specified Below. mil-std 2073 Packaging Applies As Found Elsewhere In The Schedule 6. Notes 6.1 Several Definitions Of Terms That Apply To Csi Items Are Listed Below. All Terms May Not Apply To Every Item. 6.1.1 The Ecds (electronic Contractor Data Submission) System Is At: Https://register.nslc.navy.mil/ This Application Will Require Advance Registration Using A Pki Digital Certificate On A Cac. A Vendor User Guide Is Available As Csd001 In The Csd (contract Support Document) Library Within Ecds. 6.1.2 Critical Safety Item (csi) - Any Ship Part, Assembly, Or Support Equipment Containing A Critical Characteristic Whose Failure, Malfunction, Or Absence Of Which Could Cause A Catastrophic Or Critical Failure Resulting In Loss Of, Or Serious Damage To The ship, Or Unacceptable Risk Of Personal Injury Or Loss Of Life. 6.1.3 Critical Process - As Determined By The Twh, Any Process, Operation Or Action Performed On A Ship Csi That Serves To Establish A Critical Characteristic (such As Welding, Soldering, Machining, Polishing, Cleaning, Or Assembling) Or Confirm That A critical Characteristic Is Within Drawing Or Specification Compliance (such As, Testing, Measurement, Or Non-destructive Evaluation). 6.1.4 First Article - Pre-production Models, Initial Product Samples, Test Samples Produced To Ensure A Manufacturer's Capability To Meet Full Specification Requirements. 6.1.5 First Article Test (fat) - Contractually Required Testing And Inspection Of A Supplier's Pre-production, Production, Or "production Representative" Specimens To Evaluate A Manufacturer's Ability To Produce Conforming Product Prior To The Government's commitment To Receive Subsequent Production Items. First Article Testing Is Product Specific And Does Not Assess Manufacturing Process Controls Nor Does It Assure The Effectiveness Of The Manufacturer's Quality Program. 6.1.6 Government Source Inspection (gsi) - Gsi Is Independent Oversight Performed By A Government Representative Usually A Dcma Quality Assurance Representative (qar)) To Assure That Those Unique Product Quality And System Elements, Identified By The contracting Agency As Important, Are Observed And Evaluated. 6.1.7 Quality Assurance Letter Of Instruction (qali) - A Qali Is A Formal Document Initiated By A Contracting Activity That Provides Essential Requirements And Instructions For Contracted Materials To Be Independently Verified And Accepted By A Government representative Prior To Shipment. 6.1.8 Objective Quality Evidence (oqe) - The Quantitative And Qualitative Data Of All Mechanical, Chemical, And Performance Tests Performed (as Required By The Applicable Specification, Drawing, Or Purchase Document) To Prove That The Material Supplied conforms To The Specified Requirements. 6.1.9 Surface Discontinuity - Any Surface Irregularity, Marking, Or Localized Change In Physical Character Of The Surface, Other Than Dimensional, That Exists Infrequently At One Or Several Places. (examples: Burrs, Dents, Nicks, Scratches, Gouges, Pits, center-punches, Scribes, And Tool Marks) Surface Discontinuities Less Than 0.005-inch In Depth Are Acceptable Provided They Do Not Violate Any Other Design Requirements Specified In This Contract/purchase Order. 6.1.10 Traceability Code - A Code Or Number Providing Traceability To The Actual Chemical And Mechanical Properties Of The Specified Heat, Batch, Or Form From Which The Material Originated. 6.1.11 Verification - An Examination Performed To Determine Compliance With A Specific Requirement. 6.1.12 Nonconformance - A Nonconformance Is Defined As Affecting Or Violating The Following: - The Requirements Of This Contract/purchase Order. - Contractually Invoked Drawings (i.e. Envelope Dimensions, Interface Dimensions With Mating Parts/equipment, Center Of Gravity, Weights, Piece Part Identification, Material, Etc.). - Contractually Invoked Federal, Military, Or Commercial Specifications And/or Standards. - Form, Fit, Function, Performance To Contract Requirements, Reliability, Maintainability, Interchangeability, Safety Of Personnel Or Equipment, Or Additional Cost To The Government. 6.1.13 Waiver - A Written Authorization To Accept An Item, Which During Manufacture, Or After Having Been Submitted For Government Inspection Or Acceptance, Is Found To Depart From Specified Requirements, But Nevertheless Is Considered Suitable For Use As Is or After Repair By An Approved Method. 6.1.14 Deviation - A Specific Written Authorization (granted Prior To The Manufacture Of An Item) To Depart From A Particular Requirement(s) Of An Item's Current Approved Configuration Documentation For A Specific Number Of Units Or A Specified Period Of time, And To Accept An Item Which Is Found To Depart From Specified Requirements, But Nevertheless Is Considered Suitable For Use "as Is" Or After Repair By An Approved Method. 6.1.15 Critical Waiver/deviation - This Waiver/deviation Consists Of A Departure Involving Safety. 6.1.16 Major Waiver/deviation - This Waiver/deviation Consists Of A Departure Involving: - Performance - Interchangeability, Reliability, Survivability, Maintainability, Or Durability Of The Item Or Its Repair Parts - Health Or Safety - Effective Use Or Operation - Weight, Stability, Or Structural Integrity - System Design Parameters As Schematics, Flows, Pressures Or Temperatures - Compartment Arrangements Or Assigned Function 6.1.17 Minor Waiver/deviation - This Waiver/deviation Consists Of A Departure Which Does Not Involve Any Of The Factors Listed As Critical Or Major. 6.1.18 Engineering Change (ec) - A Change To The Current Approved Configuration Documentation Of A Configuration Item At Any Point In The Life Cycle Of The Item. 6.1.19 Engineering Change Proposal (ecp) - A Proposed Engineering Change And The Documentation By Which The Change Is Described, Justified, And Submitted To The Government For Approval Or Disapproval. 6.1.20 Class I Ecp - A Class I Ecp Is Approved By The Government's Configuration Control Board And Authorized With A Contract Modification. 6.1.21 Class Ii Ecp - A Class Ii Change Is Typically Reviewed For Concurrence In Classification By The Local Government Representative, Unless Otherwise Specified Elsewhere In The Contract/purchase Order. 6.2 In Accordance With Opnavinst 5510.1 All Documents And Drawings Provided By The U.s. Navy To Perspective Contractors Must Include A "distribution Statement" To Inform The Contractor Of The Limits Of Distribution, And The Safeguarding Of The Information contained On Those Documents And Drawings. 6.2.1 There Are 7 (seven) Separate Distribution Statement Codes Used For Non-classified Documents And Drawings. The Definition For Each Is As Follows: a... Approved For Public Release; Distribution Is Unlimited. b... Distribution Authorized To Us Governments Agencies Only. c... Distribution Authorized To Us Government Agencies And Their Contractors. d... Distribution Authorized To Dod And Dod Contractors Only. e... Distribution Authorized To Dod Components Only. f... Further Distribution Only As Directed By Commander, Naval Sea Systems Command, Code 09t. x... Distribution Is Authorized To Us Government Agencies And Private Individuals Or Enterprises Eligible To Obtain Export Controlled Technical Data In Accordance With Opnavinst 5510.161. 6.3 Ordering Information For Document References - The Department Of Defense Single Stock Point (dodssp), Website Http://www.dsp.dla.mil/, Provides Product Information For The Department Of Defense Index Of Specifications And Standards (dodiss) (i.e.military/federal Specifications And Standards), Data Item Descriptions (dids), And Other Dodssp Products. Most Specifications Can Obtained Directly From Http://quicksearch.dla.mil/ a. Availability Of Cancelled Documents - The Dodssp Offers Cancelled Documentsthat Are Required By Private Industry In Fulfillment Of Contractual Obligationsin Paper Format. Documents Can Be Requested By Phoning The Subscription Services Desk. b. Commercial Specifications, Standards, And Descriptions - These Specifications, Standards And Descriptions Are Not Available From Government Sources. Theymay Be Obtained From The Publishers Of The Applicable Societies. c. Ordnance Standards (os), Weapons Specifications (ws), And Navord Ostd 600 Pages - These Type Publications May Be Obtained By Submitting A Request To: commander, Indian Head Division, Naval Surface Warfare Center code 8410p, 101 Strauss Avenue indian Head, Md 20640-5035 d. On Post-award Actions, Requests For "official Use Only" And "noforn" (not Releasable To Foreign Nationals) Documents Must Identify The Government Contractnumber, And Must Be Submitted Via The Cognizant Defense Contract Management Command (dcmc) For certification Of Need For The Document. On Pre-award Actions Such Requests Must Be Submitted To The Pco For Certification Of Need For The Document. e. Noforn Military Specifications And Standards (including Amendments, Change Notices And Supplements, But Not Interim Changes) To Be Ordered From: contracting Officer navsup-wss code 87321 5450 Carlisle Pike p.o. Box 2020 mechanicsburg, Pa. 17055-0788 f. Nuclear Reactor Publications Assigned Navsea Documents And Identification Numbers (i.e. Navsea Welding Standard, Navsea 250-1500-1) Are To Be Ordered Enue: commanding Officer navsup-wss code 009 5450 Carlisle Pike p.o. Box 2020 mechanicsburg, Pa. 17055-0788 g. Technical Manuals Assigned Navsea Identification Numbers (i.e. Navsea Welding And Brazing Procedure, Navsea S9074-aq-gib-010/248) Are To Be Ordered From: commanding Officer navsup-wss code 1 Support Branch 700 Robbins Avenue philadelphia, Pa. 19111-5094 h. Interim Changes And Classified Specifications Must Be Obtained By Submitting A Request On Dd Form 1425 To Navsup-wss. 6.4 Recent Updates - A Short Description Of Recent Updates To The Technical Requirements Of This Item Are Listed Below, Along With An Implementation Date For Each Issue. The Notes Below Are Only A Generic Quick Reference And Are Provided For Convenience only, Detailed Requirements Will Be Defined Elsewhere In The Technical Sections Of This Contract/purchase Order. ;- 10/20/2016 - Updated Ecds Url - Feb 26 2009 - Clarified Testing And Certs Only Apply To Pieces Listed - Oct 29 2010 - Added Sampling Std For Li In-process Testing - Dec 20 2022 - Removed Requirement For Vender To Submit Waivers/deviations In Ecds - Jan 05 2012 - Added Wawf To Forward Approved Waivers/deviations With Final Oqe - Dec 17 2011 - Moved Quality Assurance Text Location For Readability - Jan 19 2011 - Added Notification Of Dcma Upon Contract Award - Dec 01 2011 - Moved "notes To Dcma Qar" To Qa Section - Jan 5 2017 - Ecds/csd Info Was Added To Definitions In The Notes Section; date Of First Submission=asreq paragraph 10.4 Of Di-qcic-81110 Does Not Apply. date Of First Submission=asreq block 12 - Certification Data Must Be Submitted To Portsmouth Naval Shipyard For Review And Acceptance Prior To Each Shipment Of Material. Certification Documentation Must Be Submitted Via Wawf (wide Area Work Flow). enter In Wawf As Follows: "ship To" N50286 "inspect By" N39040 "accept By" N39040 and Email Notification Field: Port_ptnh_wawf_notification@navy.mil no Material Is To Be Shipped Prior To The Receipt Of Acceptance. date Of First Submission=asreq block 4 - Paragraphs 10.2.1, 10.2.2, 10.2.3, 10.3, And 10.4 Of Di-misc-80678 Do Not Apply. block 12 - Certification Data Must Be Submitted To Portsmouth Naval Shipyard For Review And Acceptance Prior To Each Shipment Of Material. Certification Documentation Must Be Submitted Via Wawf (wide Area Work Flow). enter In Wawf As Follows: "ship To" N50286 "inspect By" N39040 "accept By" N39040 and Email Notification Field: Port_ptnh_wawf_notification@navy.mil no Material Is To Be Shipped Prior To The Receipt Of Acceptance. date Of First Submission=asreq block 4 - Paragraphs 10.2.2, 10.2.3, 10.2.4, And 10.3 Of Di-misc-80678 Do Not Apply. block 12 - Certification Data Must Be Submitted To Portsmouth Naval Shipyard For Review And Acceptance Prior To Each Shipment Of Material. Certification Documentation Must Be Submitted Via Wawf (wide Area Work Flow). enter In Wawf As Follows: "ship To" N50286 "inspect By" N39040 "accept By" N39040 and Email Notification Field: Port_ptnh_wawf_notification@navy.mil no Material Is To Be Shipped Prior To The Receipt Of Acceptance. date Of First Submission=asreq block 10, 12 - Submit One Copy Of The Repair Procedure Prior To Performing Any Repair Work.

Details: Description Invitation To Bid For Construction Of Senior Citizen's Building At Ogbot, Bongabong, Oriental Mindoro And Construction Of Senior Citizen's Building At San Isidro, Bongabong, Oriental Mindoro 1. The Provincial Government Of Oriental Mindoro (pgom), Through The 20% Development Fund 2025 Intends To Apply The Sum Of Three Million One Hundred Eighty Nine Thousand Five Hundred Fifteen Pesos And 12/100 (php 3,189,515.12) Being The Approved Budget For The Contract (abc) To Payments Under The Contract For “construction Of Senior Citizen's Building At Ogbot, Bongabong, Oriental Mindoro And Construction Of Senior Citizen's Building At San Isidro, Bongabong, Oriental Mindoro (ib No. Cw-2025-014)”. Bids Received In Excess Of The Abc Shall Be Automatically Rejected At Bid Opening. 2. The Provincial Government Of Oriental Mindoro (pgom) Now Invites Bids For The Above Procurement Project. Completion Of The Works Is Required 126 Calendar Days. Bidders Should Have A Contract Similar To The Project. The Description Of An Eligible Bidder Is Contained In The Bidding Documents, Particularly, In Section Ii (instructions To Bidders). Construction Of Senior Citizen's Building At Ogbot, Bongabong, Oriental Mindoro Approved Budget For The Contract: Php 1,594,757.56 Item No. Description Qty/unit B.3 B.5 800(1) 803(1)a 804(1)b 804(4) 900(1)c2 900(1)c3 900(1)c4 900(1)c6 902(1)a 903(2) 1046(2)a1 1004(2) 1008(2) 1010(2)a 1010(2)b Spl 1003(1)a1 1018(5) 1018(2) 1027(1) 1051(6) Spl-2 1005(6) 1032(1)a 1032(1)b 1032(1)с 1032(2) 1013(2)a2 & 1013(2)b1 1014(1)b2 1047(2)a 1047 (2) B 1047(10) 1001(10) & 1002(24) 1002(4) 1001(11) 1100 (10) 1101(33) 1102 (1) 1103(1) Permits And Clearances Project Billboard/sign Board Clearing And Grubbing Structure Excavation (common Soil) Embankment From Borrow Gravel Fill Structural Concrete (footing And Slab On Fill), Class A, 28 Days Structural Concrete (footing Tie Beam), Class A, 28 Days Structural Concrete (column), Class A, 28 Days Structural Concrete (beams/girders), Class A, 28 Days Reinforcing Steel (deformed), Grade 40 Formworks And Falseworks 100mm Chb Non-load Bearing (including Reinforcing Steel) Finishing Hardwares Aluminum Glass Windows Wooden Flush Door Wooden Panel Door Aluminum Doors 4.5mm Fiber Cement Board Ceiling On Metal Frame Ceiling Glazed Tiles Unglazed Tiles Cement Plaster Finish Railings Concrete Signage Window Accessory Painting Works, Masonry, Concrete & Ceiling Painting Works, (wood Painting) Painting Works, Steel Varnishing Works Fabricated Metal Roofing Accessory Prepainted Metal Sheets, Long Span, Above 0.427mm, Rib Type Structural Steel, Trusses Structural Steel Purlins Metal Structure Accessories Pipes With Fittings Connection & Cold Water Lines Plumbing Fixtures Septic Vault (concrete/chb) Conduit, Boxes, And Fittings (conduit Works/conduit Rough-in) Wires And Wiring Devices Panelboard With Main & Branch Breakers Lighting Fixtures And Lamps 1.00 L.s. 1.00 Ea 72.25 M2 28.11 M3 14.81 M3 3.28 M3 11.48 M3 2.61 M3 3.34 M3 3.94 M3 2,521.20 Kg 151.06 M2 192.52 M2 1.00 I.s 1.00 I.s. 3.36 M2 1.89 M2 1.00 I.s. 72.25 M2 38.76 M2 60.62 M2 293.14 M2 1.00 I.s 1.00 I.s. 1.00 L.s. 365.39 M2 6.72 M2 97.78 M2 3.78 M2 50.00 M 68.00 M2 995.25 Kg 354.66 Kg 1.00 L.s 1.00 L.s 1.00 L.s. 1.00 L.s 1.00 I.s. 1.00 L.s. 1.00 I.s. 1.00 L.s. Construction Of Senior Citizen's Building At San Isidro, Bongabong, Oriental Mindoro Approved Budget For The Contract: Php 1,594,757.56 Item No. Description Qty/unit B.3 B.5 800(1) 803(1)a 804(1)b 804(4) 900(1)c2 900(1)c3 900(1)c4 900(1)c6 902(1)a 903(2) 1046(2)a1 1004(2) 1008(2) 1010(2)a 1010(2)b Spl 1003(1)a1 1018(5) 1018(2) 1027(1) 1051(6) Spl-2 1005(6) 1032(1)a 1032(1)b 1032(1)с 1032(2) 1013(2)a2 & 1013(2)b1 1014(1)b2 1047(2)a 1047 (2) B 1047(10) 1001(10) & 1002(24) 1002(4) 1001(11) 1100 (10) 1101(33) 1102 (1) 1103(1) Permits And Clearances Project Billboard/sign Board Clearing And Grubbing Structure Excavation (common Soil) Embankment From Borrow Gravel Fill Structural Concrete (footing And Slab On Fill), Class A, 28 Days Structural Concrete (footing Tie Beam), Class A, 28 Days Structural Concrete (column), Class A, 28 Days Structural Concrete (beams/girders), Class A, 28 Days Reinforcing Steel (deformed), Grade 40 Formworks And Falseworks 100mm Chb Non-load Bearing (including Reinforcing Steel) Finishing Hardwares Aluminum Glass Windows Wooden Flush Door Wooden Panel Door Aluminum Doors 4.5mm Fiber Cement Board Ceiling On Metal Frame Ceiling Glazed Tiles Unglazed Tiles Cement Plaster Finish Railings Concrete Signage Window Accessory Painting Works, Masonry, Concrete & Ceiling Painting Works, (wood Painting) Painting Works, Steel Varnishing Works Fabricated Metal Roofing Accessory Prepainted Metal Sheets, Long Span, Above 0.427mm, Rib Type Structural Steel, Trusses Structural Steel Purlins Metal Structure Accessories Pipes With Fittings Connection & Cold Water Lines Plumbing Fixtures Septic Vault (concrete/chb) Conduit, Boxes, And Fittings (conduit Works/conduit Rough-in) Wires And Wiring Devices Panelboard With Main & Branch Breakers Lighting Fixtures And Lamps 1.00 L.s. 1.00 Ea 72.25 M2 28.11 M3 14.81 M3 3.28 M3 11.48 M3 2.61 M3 3.34 M3 3.94 M3 2,521.20 Kg 151.06 M2 192.52 M2 1.00 I.s 1.00 I.s. 3.36 M2 1.89 M2 1.00 I.s. 72.25 M2 38.76 M2 60.62 M2 293.14 M2 1.00 I.s 1.00 I.s. 1.00 L.s. 365.39 M2 6.72 M2 97.78 M2 3.78 M2 50.00 M 68.00 M2 995.25 Kg 354.66 Kg 1.00 L.s 1.00 L.s 1.00 L.s. 1.00 L.s 1.00 I.s. 1.00 L.s. 1.00 I.s. 1.00 L.s. 3. Bidding Will Be Conducted Through Open Competitive Bidding Procedures Using Non-discretionary “pass/fail” Criterion As Specified In The 2016 Revised Implementing Rules And Regulations (irr) Of Republic Act (ra) No. 9184. Bidding Is Restricted To Filipino Citizens/sole Proprietorships, Cooperatives, And Partnerships Or Organizations With At Least Seventy Five Percent (75%) Interest Or Outstanding Capital Stock Belonging To Citizens Of The Philippines. 4. Interested Bidders May Obtain Further Information From Bids And Awards Committee Of The Pgom And Inspect The Bidding Documents At The Address Given Below From 8:00 A.m. To 5:00 P.m. Of Mondays To Fridays. 5. A Complete Set Of Bidding Documents May Be Acquired By Interested Bidders On January 20, 2025 To February 03, 2025 From Given Address Below And Upon Payment Of The Applicable Fee For The Bidding Documents, Pursuant To The Latest Guidelines Issued By The Gppb, In The Amount Of Five Thousand Pesos (php 5,000.00). The Procuring Entity Shall Allow The Bidder To Present Its Proof Of Payment For The Fees In Person. 6. The Pgom Will Hold A Pre-bid Conference On January 20, 2025 At 9:00 A.m. At Bac Conference Room, Provincial Capitol Complex, Camilmil, Calapan City, Oriental Mindoro Which Shall Be Open To Prospective Bidders. 7. Bids Must Be Duly Received By The Bac Secretariat Through Manual Submission At The Office Address As Indicated Below On Or Before February 03, 2025 At 8:30 A.m. Late Bids Shall Not Be Accepted. 8. All Bids Must Be Accompanied By A Bid Security In Any Of The Acceptable Forms And In The Amount Stated In Itb Clause 16. 9. Bid Opening Shall Be On February 03, 2025 At 9:00 A.m. At Bac Conference Room, Provincial Capitol Complex, Camilmil, Calapan City, Oriental Mindoro. Bids Will Be Opened In The Presence Of The Bidders’ Representatives Who Choose To Attend At The Activity. 10. The Pgom Reserves The Right To Reject Any And All Bids, Declare A Failure Of Bidding, Or Not Award The Contract At Any Time Prior To Contract Award In Accordance With Sections 35.6 And 41 Of The 2016 Revised Implementing Rules And Regulations (irr) Of Ra No. 9184, Without Thereby Incurring Any Liability To The Affected Bidder Or Bidders. 11. For Further Information, Please Refer To: Engr. Jollie Ver E. Lasic Head, Bac Secretariat Pgo – Procurement Division Provincial Capitol Complex Camimil, Calapan City, Oriental Mindoro (january 20, 2025) Atty. Earl Ligorio R. Turano Ii Bac Chairperson

Description: Contact Information|4|n792.08|t2n|215-697-1143|alexis.healy@navy.mil| item Unique Identification And Valuation (jan 2023)|19|||||||||||||||||||| higher-level Contract Quality Requirement|8|x|||||||| wide Area Workflow Payment Instructions (jan 2023)|16|invoice And Receiving Report (combo) Type||cognizant Dfas|n00383|cognizant Dmca|cognizant Dcma|see Schedule|source||||||||| navy Use Of Abilityone Support Contractor - Release Of Offeror Information (3-18))|1|| equal Opportunity (sep 2016)|2||| equal Opportuity For Workers With Disabilities (jun 2020)|2||| buy American-free Trade Agreements-balance Of Payments Program-basic (feb 2024)|11|||||||||||| limitations On Pass-through Charges (jun 2020)|1|| notice Of Total Small Business Set-aside (oct 2020)(deviation 2020-o0008)|1|| alternate A, Annual Representations And Certifications (oct 2024)|13|||||||||||||| buy American-free Trade Agreements-balance Of Payments Program Certificate-basic (feb 2024))|5|||||| buy American--balance Of Payments Program (feb 2024)|1|| royalty Information (apr 1984)|1|| annual Representations And Certifications (may 2024)|12|336413|1250||||||||||| facsimile Proposals (oct 1997)|1|| notice Of Priority Rating For National Defense, Emergency Preparedness, Andenergy Program Use (apr 2008))|2||x| the Solicitation Has Been Hereby Extended For 14 Days. \ this Solicitation Will Be Using Competitive Procedures. this Solicitation Is For Made New Manufacture Spare Parts. this Requirement Will Be Awarded To The Offeror Based On The Following Evaluation Criteria Submitted Via Quote. offers Submitted Will Be Evaluated Based On The Following Criteria: Lead Time, Price, Past Performance And Capacity. the Closing Date For This Solicitation Is Listed On Page 1. the Quotes May Be E-mailed To The Below Address And Must Be Received On Or Before 2:00 Pm Est Of The Closing Date. the Offeror Shall Submit One Unit Price Per Clin And The Unit Price Should Be Firm Fixed Price. Tiered Pricing Will Not Be Accepted Or Evaluated. 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 E-mail. The Government?s Acceptance Of The Contractor?s Proposal Constitutes Bilateral Agreement To Issue Contractual Documents As Detailed Herein. \ 1. Scope 1.1 Pre-award / Post Award Requirements: due To The Critical Use Of This Item And Its Quality History, A Pre-award Survey And Post-award Conference May Be Required For All New Manufacturers. For All Previous Sources, A Post-award Conference May Be Recommended. 1.2 The Components Being Acquired Under This Solicitation Have Been Classified As Flight Critical Requiring Engineering Source Approval By The Naval Air Systems Command. Only Those Companies Who Have Submitted Requests For Source Approval And Been Approved will Be Eligible For Award Under This Solicitation. Any Company Not Previously Approved May Submit A Source Approval Request To The Contracting Officer, Naval Inventory Control Point, (see Block 10 Of The sf33 For Name And Code). The Source Approval Request Shall Contain The Following Documentation And Shall Be Submitted By The Closing Date Of This Solicitation: (a) Copy Of Complete Configuration Drawings For A Similar Item(s) Which Your Company Has Produced Within The Past Three Years, Including Test Procedures For Which Your Company (1) Has Been Qualified To Manufacture And (2) Which Is Similar, I.e., Requires The same Materials, Manufacturing Processes, Inspections, Tolerances And Similar Application As The Item(s) For Which You Are Seeking Approval. (b) Copy Of The Complete Process/operation Sheets Used To Manufacuture The Similar Item, Including But Not Limited To, Detailed Shop Sketches. These Plans Must Note Those Operations And Processes Performed By Subcontractors/ Vendors. (c) Complete Copies Of Purchase Orders, Shipping Documents, Etc. That Document Delivery Of Production Quantities Of The Part To The Original Equipment Manufacturer Or Military Service. Provide The Most Recent Copies Of The Documents. (d) A Detailed Comparative Analysis Of The Differences/similarities Between The Similar Part And The Part(s) For Which You Are Seeking Approval. This Analysis Should Include Materials, Configuration, Tolerances, Process Requirements, Dimensions, Castings, forgings, Etc. (e) Copy Of Inspection Method Sheets Used In The Manufacturing And At Final Inspection. These Sheets Should Include Actual Tolerance, Print Requirements, Inspection Devices, Sources Performing The Operation And Level Of Inspection. Critical Characteristics should Be Discernible From All Other Characteristics. the Above Requirements Are A Subset Of Requirements Specified In The Aso source Approval Information Brochure Dated January 1995. The Submission Of This Data Subset Is Contingent Upon And In Consideration Of The Submitting Contractor Meeting All Other Requirements Specified In This Solicitation To Include A Bilateral Agreement With mda Which Includes Availability Of Complete Data, Mrb Disposition, Etc. Any Company Not Having Such Agreement, But Desiring To Seek Engineering Source Approval, Will Be Required To Submit Data Meeting All Requirements Of The Aso/navicp Source Approval brochure. 1.3 Sampling Rates (aqls) Indicated Below Shall Be Used In Accordance With ansi Z1.4 For Single Sampling And A General Inspection Level Of Ii. 1.4 In Addition To The 100% Pco Mandatory, Critical And Major Characteristics, attributes For Plating, Hardness And Non-destructive Testing Will Be Inspected one Hundred Percent. 1.5 Contractor Shall Develop A System For Identification Of Individual piece Parts For Traceability Purposes. Markings Shall Not Be Permanent. 1.6 An Aql Of 1.5 Will Be Used For Class 3 Threads And Dimensions, And geometric Feature Controls With A Tolerance Range Of .010 Or Less. 1.7 For Minor Characteristics, A Sampling Rate Determined By The Contractor and Subject To Qar Approval Will Be Used. 1.8 The Material Covered In This Contract/purchase Order Will Be Used In A crucial Shipboard System Enabling The Launch And/or Recovery Of Aircraft. The Use Of Incorrect Or Defective Material Would Create A High Probability Of Failure Resulting In A Serious Personnel Injury, Loss Of Life, Loss Of Vital shipboard Systems Or Loss Of Aircraft. Therefore,the Material Has Been designated As Critical Material And Special Control Procedures Are Invoked to Ensure Receipt Of Correct Material. 1.9 Articles To Be Furnished Hereunder Shall Be Manufactured, Tested And Inspected In Accordance With ;nawcad Lakehurst; Drawing Number ( ;611843-1; ) ;80020; , Revision ;l; And All Details And Specifications Referenced Therein. 1.10 Unless Expressly Provided For Elsewhere In This Clause, Equipment Such As Fixtures, Jigs, Dies, Patterns, Mylars, Special Tooling, Test Equipment, Or Any Other Manufacturing Aid Required For The Manufacture And/or Testing Of The Subject Item(s) Will Not be Provided By The Government Or Any Other Source And Is The Sole Responsibility Of The Contractor. The Foregoing Applies Notwithstanding Any Reference To Such Equipment Or The Furnishing Thereof That May Be Contained In Any Drawing Or Referenced specification. 1.11 If Mil-std-454 Is Referenced In The Drawings Or In The Specification, The Contractor Is Expected To Show Compliance With Ipc/eiaj-std-001c. 2. Applicable Documents drawing Data=a87885 |80020|26| |a| | | | drawing Data=mpr 1059 |80020| L| |d| | | | drawing Data=mpr 1221 |80020| R| |d| | | | drawing Data=322220 |80020| E| |d| | | | drawing Data=322226 |80020| E| |d| | | | drawing Data=413274 |80020| F| |d| | | | drawing Data=413275 |80020| H| |d| | | | drawing Data=414173 |80020| K| |d| | | | drawing Data=414511 |80020| E| |d| | | | drawing Data=508458 |80020| N| |d| | | | drawing Data=509045 |80020| H| |d| | | | drawing Data=611843-1 |80020| L| |d| | | | 3. Requirements - Not Applicable 4. Quality Assurance first Article Testing: the Contractor Shall Conduct First Article Testing On This Item Of Alre/se And Must Address All Elements Listed Below And Prepare A First Article Test Report Documenting The Outcome. Unless Otherwise Specified, The Report And Its Acceptance Shall Be Per The provisions Of The Applicable Contract Data Requirements List (cdrl). a. Requirements: i. First Article Quantity Is One (1); In Uncoated Condition. ii. The First Article Shall Be Available For Government Evaluation Per The Contract Schedule. The Evaluation Shall Be Conducted In The Presence Of The Government Personnel. Accordingly, The Contractor Shall Allow Time To Arrange For Nawc Participation In accordance With The "nawcadlke Inspection Witness Option"; iii. The Contractor Shall Provide Facilities And Personnel Sufficient To Conduct All Necessary Tests To Establish Conformance; iv. The Contractor Shall Have Available For Review All Certifications, Test Reports, In-process Inspection Documents Needed To Substantiate Product Quality; This Same Documentation Shall Also Be Included In The First Article Test Report; v. The Contractor Shall, At The Time Of First Article, Have Corrected Any Problem Areas Deemed Significant And Documented As Deficient By The Government Within His/her Quality Assurance System Not Previously Identified During Prior Evaluations And/or Surveys; any Problems Identified During The Conduct Of The Test Will Also Require Correction. b. Testing And Evaluation: i. The Contractor Shall Accomplish 100% Inspection And/or Testing Of All Critical, Major, And Minor Dimensions And/or Requirements Identified In The Drawings, Drawing Notes, And Process And Fabrication Specifications. Results Shall Consist Of Actual Dimensions, measurements, And Test Outcomes And Shall Be Recorded And Included In The First Article Test Report. c. Acceptance/reject Criteria: i. Satisfactorily Meeting All Requirements Cited In Paragraph 7a And Satisfactorily Demonstrating 100% Conformance To The Test And Evaluation Elements Cited In Paragraph 7.b Shall Constitute Acceptance Of The First Article; ii. Failure To Meet Any Of The Conditions In Paragraph 7.a And 7.b Shall Be Cause For Rejection. d. Delivery: i. The Accepted First Article Exhibit May Be Delivered And Counted Along With The Contract Production Quantities Providing The Item Has Not Been Damaged During Testing, And Has Been Found To Be Conforming; ii. The Contractor Is Responsible For Preparing The First Article Test Report In Accordance With Cdrl's. 2. Production Lot Special Tests: N/a 3. For Purposes Of This Tdr, The Term Ndt Shall Refer To The Following Methods: Mt - Magnetic Particle Testing, Pt - Penetrantinspection, Ut - Ultrasonic Testing, Rt - Radiographic Testing, And Vt - Visual Testing. 4. Companies Performing Ndt Shall Be Nadcap Accredited, Or A Laboratory Accredited By One Of The Organizations Listed Belowas Satisfying Iso 17025 (general Requirements For The Competence Of Testing And Calibration Laboratories). Ndt Certifilaboratories). Ndt certificatesshall Be Bear The Symbols Of Accreditation Andthe Accreditation Body. a. American Association For Laboratory Accreditation (a2la) b. Ansi National Accreditation Board (anab) c. International Accreditation Service, Inc. (ias) d. National Voluntary Laboratory Accreditation Program (nvlap) e. Perry Johnson Laboratory Accreditation, Inc. (pjla) f. Canadian Association For Laboratory Accreditation Inc. (cala) g. Standards Council Of Canada (scc) 4.1 Review Documentation As Provided Under Dd 1423 Requirements. 4.2 Critical Manufacturing Processes ( ;applies; ) Heat Treat ( ;applies; ) Welding ( ;applies; ) Cadmium Plating ( ;n/a; ) Engineering Chrome Plating ( ;applies; ) Nickel Chrome Plating ( ;n/a; ) Casting(s) ( ;n/a; ) Forging(s) ( ;applies; ) Mpr (material Processing Requirements) 4.3 The Test To Be Performed Under The First Article Approval Clause (far 52.209-3) Of The Contract Are Listed Below 4.3.1 Dimensional Test (special) ;close Machined Tolerances; 4.3.2 Requirements Of: ;lke Drawing Package; 4.3.3 Form ;applies; 4.3.4 Fit ;n/a; 4.3.5 Function ;n/a; 4.3.6 Compliance With Drawing ( ;80020; ) ;611843-1; , Revision ;l; And Specifications Referenced Therein. 4.4 In Addition To The Above Tests, The First Article(s) To Be Inspected Hereunder Shall Also Be Subjected To Those Tests Which Will Demonstrate That The Article(s) Comply With The Contract Requirements 4.5 The Contractor Shall Be Responsible For Providing The Necessary Parts And Repair Of The First Article Sample(s) During Inspection 4.6 The Contractor Shall Notify The Pco, Aco, And Qar Fourteen (14) Days Prior To Conducting The First Article Test So That The Government May Witness Such Testing. 4.6.1 The Qar Shall Be Present To Witness All First Article Testing. 4.6.2 The Following Additional Personnel Shall Witness The First Article Testing: ;roy Janney Nawc Qa (732) 323-4986; 4.7 Disposition Of Fat Samples 4.7.1 ; ; Sample(s) May Be Destroyed During Testing. 4.7.2 ;applies; Unless Otherwise Provided For In The Contract, Sample(s) Shall Remain At The Contractor And May Be Considered As Production Items Under The Contract Provided The Sample(s) Can Be Refurbished To Ready For Issue Condition And Provided The sample(s) Have Inspection Approval Of The Cognizant Dcmc Qar. Sample(s) May Be Shipped As Production Items Only After All Other Units Required Under The Contract Have Been Produced And Are Ready For Shipment. 4.8 Test Sample Coating Instructions 4.8.1 Samples Are To Be Unpainted. Corrosive Areas Are To Be Coated With A Light Preservative If Required. 4.9 Notice To Government Of Testing At The Contractors Facility. 4.9.1 Far 52.209-3 Applies (a) The Contractor Shall Present ;one; ; Unit(s) Of The Following Cage( ;80020; ; ), Part Number ;611843-1; ; , Revision ;l; ; As Specified In This Contract. At Least Fourteen (14) Calendar Days Before The Beginning Of The First Article Testing, The Contractor shall Notify The Contracting Officer, In Writing, Of The Time And Location Of The Testing So That The Government May Witness The Tests. (b) The Contractor Shall Submit The First Article Test Report Within 15 Calendar Days From The Date Of Testing To: ;pco; ; the Contractor Shall Mark The Report "first Article Test Report" And Cite The Contract Number And Lot/item Number. Review Documentation As Provided Under The Dd1423 Requirements. (c) Within 45 Calendar Days After The Government Inspects The First Article, The Contracting Officer Shall Notify The Contractor, In Writing, Of The Approval, Conditional Approval, Or Disapproval Of The First Article. The Notice Of Approval, Conditional approval, Or Disapproval Shall Not Relieve The Contractor From Complying With All Requirements Of The Specifications And All Other Terms And Conditions Of This Contract. A Notice Of Conditional Approval Shall State Any Further Action Required Of The contractor. A Notice Of Disapproval Shall Cite Reasons For Disapproval. (d) If The First Article Is Disapproved, The Contractor, Upon Government Request Shall Repeat Any Or All First Article Tests. After Each Request For Additional Tests, The Contractor Shall Make Any Necessary Changes, Modifications, Or Repairs To The First article Or Select Another First Article For Testing. All Costs Related To These Tests Are To Be Borne By The Contractor, Including Any And All Costs For Additional Tests Following A Disapproval. The Contractor Shall Then Conduct The Tests And Deliver Another report To The Government Under The Terms And Conditions And Within The Time Specified In Paragraph B Above. The Government Reserves The Right To Require An Equitable Adjustment Of The Contract Price For Any Extension Of The Delivery Schedule Or For Any additional Costs To The Government Related To These Tests. (e) If The Contractor Fails To Present Any First Article On Time, Or The Contracting Officer Disapproves Any First Article, The Contractor Shall Be Deemed To Have Failed To Make Delivery Within The Meaning Of The Default Clause Of This Contract. (f) Unless Otherwise Provided In The Contract, And If The Approved First Article Is Not Consumed Or Destroyed In Testing, The Contractor May Deliver The Approved First Article As Part Of The Contract Quantity If It Meets All Contract Requirements For acceptance. (g) If The Government Does Not Act Within The Time Specified In Paragraph (c) Above The Contracting Officer, Shall, Upon Timely Written Request From The Contractor, Equitably Adjust Under The Changes Clause Of This Contract The Delivery Or Performance Dates and/or The Contract Price, And Any Other Contractual Term Affected By The Delay. (h) Before First Article Approval, The Acquisition Of Materials Or Components For, Or The Commencement Of Production Or, The Balance Of The Contract Quantity Is At The Sole Risk Of The Contractor. Before First Article Approval, The Costs Thereof Shall Not Be allocated To This Contract For 1) Progress Payments, Or 2) Termination Settlements If The Contract Is Terminated For The Convenience Of The Government. The Contractor Is Responsible For Providing Operating And Maintenance Instructions, Spare Parts, And Repair of The First Article During Any First Article Test. (i) The Contractor Shall Produce Both The First Article And The Production Quantity At The Same Facility And Shall Submit A Certification To The Effect With Each First Article. (j) The Test Report (2 Copies) Shall Be In Accordance With Mil-std-831, Unless Otherwise Specified On The Dd1423, And Shall Be Submitted Via The Cognizant Dcmc To Navsup, Attn: (cite Name And Code In Block 10.a Of The Sf33). The Dcmc Shall Provide Comments On form Dd1222 (2 Copies) Which Shall Be Forwarded With The Test Report. Approval Of The Test Report Is The Pco's Responsibility. Upon Notification Of Approval, Condition Approval, The Aco Shall Execute The Dd250 To Indicate Government Acceptance Of The Test report. 4.10 Alternate Offers - Waiver Of First Article Approval Requirements. (the Following Provisions Supersede Any Waiver Of First Article Approval Requirements Terms Set Forth In Clause 52.209-3 Or 52.209-4 As Appropriate) (a) Unless Otherwise Specified In The Solicitation, Navsup Wss Reserves The Right To Waive The First Article Approval Requirements Specified Herein For Offerors Who Have Previously Furnished Identical Production Articles Accepted By The Government Or The original Equipment Manufacturer/prime Manufacturer. An Offeror Requesting Waiver Of First Article Requirements Shall Submit Evidence With Its Offer Establishing That: (i) The Last Production Unit Was Delivered Within Three (3) Years Of The Issue Date Of This Solicitation, And (ii) The Production Location To Be Used For This Requirement Is The Same As Used For The Previous Production Run. additionally, The Offeror Shall Submit A Certification, To Be Executed By The Officer Or Employee For The Offer, Stating That: (i) The Articles To Be Provided Will Be Produced Using The Same Facilities, Processes, Sequences Of Operations And Approved Subcontractors As Those Previously Delivered And Accepted By The Government Or The Original Equipment Manufacturer/prime Manufacturer, and (ii) The Previous Production Units Were Manufactured Without Material Review Board Disposition Or Waiver/deviation Request Or Rejection Of Pre-production Samples For Cause. (note: This Certification Concerns A Matter Within The Jurisdiction Of An Agency Of The United States And The Making Of A False, Fictitious, Or Fraudulent Certification May Render The Maker Subject To Prosecution Under Title 18, United States code, Section 1001.) (b) Offerors Requesting Waiver Of First Article Approval Requirements Under The Provisions Of This Clause Are Cautioned To Submit Two Prices For Articles Required Herein - One That Is Based On Compliance With The First Article Approval Requirements And one That Is Based On A Waiver Of Such Requirements. Where An Offeror Submits Only One Price And Fails To Clearly State That The Price Is Based On Waiver Of The First Article Approval Requirements It Will Be Deemed To Be Based On Compliance With The First article Approval Requirements (c) In The Event Of The First Article Approval Requirement Is Granted, The Delivery Schedule For The Production Items Shall Be Reduced By The Number Of Days Designated For Delivery Of First Article Test Unit Plus The Number Of Calendar Days Indicated For The government Notification Of Conditional Approval Or Approval. These Requirements Are Specified In The Quality Assurance Section Of This Solicitation. If The Offeror Is Unable To Meet The Desired Schedule, He Shall Insert Below The Alternate Delivery Schedule he Offers To The Government. Offeror's Proposed Alternate Delivery Schedule (based On Waiver Of First Article Approval Requirements) within Days: item No. _____________ Quantity:_______ After Date Of Contract:_________ 4.11 Special Inspection Requirements ( ;applies; ) Magnetic Particle Inspection ( ;applies; ) Surface Inspection ( ;applies; ) Penetrant Inspection ( ; ; ) Radiographic Inspection ( ; ; ) Ultrsonic Inspection ( ; ; ) High Shock Test ( ; ; ) Mechanical Vibration Test 4.12 Final Inspection Requirement:due To The Critical Nature Of This Item, Representatives Of The Buying office/and The Cognizant Field Activity, Nawc Lakehurst, Shall Be Notified By The Successful Contractor At Least 14 Days Prior To Presentation To The Dcm Qar Of The Items For Final Inspection So That They May Have The Option Of witnessing The Final Inspection. The Contractor Shall Notify By Email Or telefax Pco And Nawc Lakehurst Qa ;roy Janney Nawc Qa (732) 323-4986; To Arrange For The Final Inspection.the Authority Of The Qar Shall Not Be Abrogated. If The Notification Is Not Given To Both Sites Then The Qar Shall Not Accept The Units. 5. Packaging- Mil-std 2073 Packaging Applies As Found Elsewhere In The Schedule 6. Notes - Not Applicable this Is A Alre Item Critical Application Item. For Drawing Updates, See Attached Nawc Lke Drawing Update Sheet. Navsup Reference Only: (23-10085): Procurement The Components Being Acquired Under This Solicitation Have Been Classified As "critical" Requiring Engineering Source Approval By Naval Air Systems Command Only Those Companies Who have Submitted Request For Source Approval And Been Approved Will Be Eligible For Award Under This Solicitation Any Company Submit A Source Approval Request As Outlined In This Solicitation. All Records Pertaining To Alre Cai Manufacture And Inspection/test Shall Be Provided To The Alre Cognizant Technical Authority. All Records Shall Be Maintained By Lke Qa And By The manufacturer For A Period Of Seven Years. \ date Of First Submission=asreq inspection/certification Data Needed To Substantiate The Quality Ofthe First Article Test Unit Shall Be Included In First Article Unit Packaging.the Outside Of The Package That Contains The Data Shall Be Clearly Marked "inspection/certification Data Included". data Requirements: a. Copies Of All Approved Requests For Variations. b. Assembly Per Drawing 611843. c. Material And Mill Certifications Per Drawings A87885, 413275, 508458, 322220, 322226, 413274, 414173, 414511, 509045. d. Heat Treatment Per Drawings A87885, 413274. e. Hardness Per Drawings A87885. f. Dimensional Inspection Per Drawings A87885, 413275, 322220, 322226,413274, 414173, 414511, 509045. g. Magnetic Particle Inspection Per Drawings A87885, 413275, 508458,414511, 509045. h. Penetrant Inspection Per Drawings 413274, 414173. i. Identification And Marking Per Drawings A87885, 413275, 508458, 322220, 413274, 414173, 414511, 509045. j. 100% Inspect, And Record The Readings For The Pitch And Functional Diameters;and Document That The Inspection Results Are Acceptable And Are Iaw System22 Of Fed-std-h28/20 Per Drawings A87885, 413275, 508458, 322226,414173, 414511, 509045. k. Welding And Inspection Iaw Navsea S9074-ar-gib-010/278, Class M2,category B Per Drawing 508458. date Of First Submission=asreq data Requirements: a. Copies Of All Approved Requests For Variations. b. Assembly Per Drawing 611843. c. Finish Per Drawing 611843, 508458. d. Cadmium Plating Per Drawing 413275, 322220, 322226. e. Nickel Chromium Plating Per Drawing 413275. f. Material And Mill Certifications Per Drawings A87885, 413275, 508458, 322220, 322226, 413274, 414173, 414511, 509045. g. Heat Treatment Per Drawings A87885, 413274. h. Hardness Per Drawings A87885. i. Dimensional Inspection Per Drawings A87885, 413275, 322220, 322226,413274, 414173, 414511, 509045. j. Magnetic Particle Inspection Per Drawings A87885, 413275, 508458,414511, 509045. k. Penetrant Inspection Per Drawings 413274, 414173. l. Identification And Marking Per Drawings A87885, 413275, 508458, 322220, 413274, 414173, 414511, 509045. m. 100% Inspect, And Record The Readings For The Pitch And Functional Diameters;and Document That The Inspection Results Are Acceptable And Are Iaw System 22 Of Fed-std-h28/20 Per Drawings A87885, 413275, 508458, 322226,414173,414511, 509045. n. Welding And Inspection Iaw Navsea S9074-ar-gib-010/278, Class M2,category B Per Drawing 508458. date Of First Submission=090 Dac contract Referecnce Navsea S9074-ar-gib-010/278 remarks: (block 5) Data Requirements: a. Weld Procedure Iaw Navsea S9074-ar-gib-010/278^ Para 4.2 Per Drawing508548. (block 13) Date Of Subsequent Submmision: Approval Or Reason For Disapproval Shall Begiven By Navairwarcenacdivlke Via The P.c.o. Nlt 45 Days After Disapproval. (block 14) Addresses For Navair Codes: navairwarcenacdivlke code Bl14000 Bldg 596 hwy 547 joint Base Mdl, Nj 08733-5000 navairwarcenacdivlke code Bl41600 Bldg 148 hwy 547 joint Base Mdl, Nj 08733-5000 date Of First Submission=090 Dac contract Reference Navsea S9074-aq-gib-010/248 remarks: (block 5) Data Requirements A. The Weld Procedure Qualification Test Report, Including All Supporting Test Reports And Documentation, Iaw Navsea S9074-aq-gib-010/248^ Para 4.2.3 And 4.6 Drawing 508548. (block 13) Date Of Subsequent Submmision: Approval Or Reason For Disapproval Shall Be Given By Navairwarcenacdivlke Via The P.c.o. Nlt 45 Days After Disapproval. (block 14) Addresses For Navair Codes: navairwarcenacdivlke code Bl14000 Bldg 596 hwy 547 joint Base Mdl, Nj 08733-5000 navairwarcenacdivlke code Bl32300 Bldg 562 hwy 547 joint Base Mdl, Nj 08733-5000 navairwarcenacdivlke code Bl41600 Bldg 148 hwy 547 joint Base Mdl, Nj 08733-5000 date Of First Submission=asreq remarks: (block 5) Contract Reference a. Evidence Of Welder Performance Qualification, Including Supporting Test Results And Documentation, Iaw Navsea S9074-aq-gib-010/248^ Para 5.2 Per Draweing 508548. (block 12) Date Of First Submission - 30 Days Prior To Production. (block 13) Provide Qualification Evidence For All Welders. (block 14) Addresses For Navair Codes: navairwarcenacdivlke code Bl32300 Bldg 562 hwy 547 joint Base Mdl, Nj 08733-5000 navairwarcenacdivlke code Bl41600 Bldg 148 hwy 547 joint Base Mdl, Nj 08733-5000 date Of First Submission=090 Dac remarks: (block 5) Contract Reference a. Evidence Of Level Iii Certification Iaw T9074-as-gib-010/271^ Para 1.6 For The Individual Who Approved The Welders Qualification Training Program Iaw Navsea S9074-aq-gib-010/248 Para 5.2.3.1, Per Drawing 508548. (block 14) Addresses For Navair Codes: navairwarcenacdivlke code Bl32300 Bldg 562 hwy 547 joint Base Mdl, Nj 08733-5000 navairwarcenacdivlke code Bl41600 Bldg 148 hwy 547 joint Base Mdl, Nj 08733-5000 date Of First Submission=090 Dac remarks: (block 5) Contract Reference a. Visual Inspection Written Procedure To Be Used To Visually Inspect All Welds Iaw T9074-as-gib-010/271^ Para 8.3 And 1.7 Thru 1.7.3 Per Drawing 508548. (block 14) Addresses For Navair Codes: navairwarcenacdivlke code Bl32300 Bldg 562 hwy 547 joint Base Mdl, Nj 08733-5000 navairwarcenacdivlke code Bl41600 Bldg 148 hwy 547 joint Base Mdl, Nj 08733-5000 date Of First Submission=090 Dac 16. Remarks (block 5) Contract Reference a. Evidence Of Approval Of The Welder Qualification Training Program Iaw Navseas9074-aq-gib-010/248^ Para 5.2.3.1(d), Per Drawing 508548. (block 14) Addresses For Navair Codes: navairwarcenacdivlke code Bl32300 Bldg 562 hwy 547 joint Base Mdl, Nj 08733-5000 navairwarcenacdivlke code Bl41600 Bldg 148 hwy 547 joint Base Mdl, Nj 08733-5000 date Of First Submission=090 Dac remarks: (block 5) Contract Reference b. Evidence Of Maintenance Of Qualification For All Welders Iaw Navsea S9074-aqgib-010/248^ Para 5.2.11 And 5.2.12 Per Drawing 508548. (block 14) Addresses For Navair Codes: navairwarcenacdivlke code Bl32300 Bldg 562 hwy 547 joint Base Mdl, Nj 08733-5000 navairwarcenacdivlke code Bl41600 Bldg 148 hwy 547 joint Base Mdl, Nj 08733-5000

Details: Description Invitation To Bid For Construction Of Senior Citizen's Building At Malinao, Naujan, Oriental Mindoro And Construction Of Senior Citizen's Building At Motoderazo, Naujan, Oriental Mindoro 1. The Provincial Government Of Oriental Mindoro (pgom), Through The 20% Development Fund 2025 Intends To Apply The Sum Of Three Million One Hundred Ninety Thousand Six Hundred Fifty Five Pesos And 47/100 (php 3,190,655.47) Being The Approved Budget For The Contract (abc) To Payments Under The Contract For “construction Of Senior Citizen's Building At Malinao, Naujan, Oriental Mindoro And Construction Of Senior Citizen's Building At Motoderazo, Naujan, Oriental Mindoro (ib No. Cw-2025-016)”. Bids Received In Excess Of The Abc Shall Be Automatically Rejected At Bid Opening. 2. The Provincial Government Of Oriental Mindoro (pgom) Now Invites Bids For The Above Procurement Project. Completion Of The Works Is Required 126 Calendar Days. Bidders Should Have A Contract Similar To The Project. The Description Of An Eligible Bidder Is Contained In The Bidding Documents, Particularly, In Section Ii (instructions To Bidders). Construction Of Senior Citizen's Building At Malinao, Naujan, Oriental Mindoro Approved Budget For The Contract: Php 1,595,680.89 Item No. Description Qty/unit B.3 B.5 800(1) 803(1)a 804(1)b 804(4) 900(1)c2 900(1)c3 900(1)c4 900(1)c6 902(1)a 903(2) 1046(2)a1 1004(2) 1008(2) 1010(2)a 1010(2)b Spl 1003(1)a1 1018(5) 1018(2) 1027(1) 1051(6) Spl-2 1005(6) 1032(1)a 1032(1)b 1032(1)с 1032(2) 1013(2)a2 & 1013(2)b1 1014(1)b2 1047(2)a 1047 (2) B 1047(10) 1001(10) & 1002(24) 1002(4) 1001(11) 1100 (10) 1101(33) 1102 (1) 1103(1) Permits And Clearances Project Billboard/sign Board Clearing And Grubbing Structure Excavation (common Soil) Embankment From Borrow Gravel Fill Structural Concrete (footing And Slab On Fill), Class A, 28 Days Structural Concrete (footing Tie Beam), Class A, 28 Days Structural Concrete (column), Class A, 28 Days Structural Concrete (beams/girders), Class A, 28 Days Reinforcing Steel (deformed), Grade 40 Formworks And Falseworks 100mm Chb Non-load Bearing (including Reinforcing Steel) Finishing Hardwares Aluminum Glass Windows Wooden Flush Door Wooden Panel Door Aluminum Doors 4.5mm Fiber Cement Board Ceiling On Metal Frame Ceiling Glazed Tiles Unglazed Tiles Cement Plaster Finish Railings Concrete Signage Window Accessory Painting Works, Masonry, Concrete & Ceiling Painting Works, (wood Painting) Painting Works, Steel Varnishing Works Fabricated Metal Roofing Accessory Prepainted Metal Sheets, Long Span, Above 0.427mm, Rib Type Structural Steel, Trusses Structural Steel Purlins Metal Structure Accessories Pipes With Fittings Connection & Cold Water Lines Plumbing Fixtures Septic Vault (concrete/chb) Conduit, Boxes, And Fittings (conduit Works/conduit Rough-in) Wires And Wiring Devices Panelboard With Main & Branch Breakers Lighting Fixtures And Lamps 1.00 L.s. 1.00 Ea 72.25 M2 28.11 M3 14.81 M3 3.28 M3 11.48 M3 2.61 M3 3.34 M3 3.94 M3 2,521.20 Kg 151.06 M2 192.52 M2 1.00 I.s 1.00 L.s. 3.36 M2 1.89 M2 1.00 I.s. 72.25 M2 38.76 M2 60.62 M2 293.14 M2 1.00 L.s 1.00 L.s. 1.00 L.s. 365.39 M2 6.72 M2 97.78 M2 3.78 M2 50.00 M 68.00 M2 995.25 Kg 354.66 Kg 1.00 L.s 1.00 L.s 1.00 L.s 1.00 L.s 1.00 L.s 1.00 L.s 1.00 L.s 1.00 L.s Construction Of Senior Citizen's Building At Motoderazo, Naujan, Oriental Mindoro Approved Budget For The Contract: Php 1,594,974.58 Item No. Description Qty/unit B.3 B.5 800(1) 803(1)a 804(1)b 804(4) 900(1)c2 900(1)c3 900(1)c4 900(1)c6 902(1)a 903(2) 1046(2)a1 1004(2) 1008(2) 1010(2)a 1010(2)b Spl 1003(1)a1 1018(5) 1018(2) 1027(1) 1051(6) Spl-2 1005(6) 1032(1)a 1032(1)b 1032(1)с 1032(2) 1013(2)a2 & 1013(2)b1 1014(1)b2 1047(2)a 1047 (2) B 1047(10) 1001(10) & 1002(24) 1002(4) 1001(11) 1100 (10) 1101(33) 1102 (1) 1103(1) Permits And Clearances Project Billboard/sign Board Clearing And Grubbing Structure Excavation (common Soil) Embankment From Borrow Gravel Fill Structural Concrete (footing And Slab On Fill), Class A, 28 Days Structural Concrete (footing Tie Beam), Class A, 28 Days Structural Concrete (column), Class A, 28 Days Structural Concrete (beams/girders), Class A, 28 Days Reinforcing Steel (deformed), Grade 40 Formworks And Falseworks 100mm Chb Non-load Bearing (including Reinforcing Steel) Finishing Hardwares Aluminum Glass Windows Wooden Flush Door Wooden Panel Door Aluminum Doors 4.5mm Fiber Cement Board Ceiling On Metal Frame Ceiling Glazed Tiles Unglazed Tiles Cement Plaster Finish Railings Concrete Signage Window Accessory Painting Works, Masonry, Concrete & Ceiling Painting Works, (wood Painting) Painting Works, Steel Varnishing Works Fabricated Metal Roofing Accessory Prepainted Metal Sheets, Long Span, Above 0.427mm, Rib Type Structural Steel, Trusses Structural Steel Purlins Metal Structure Accessories Pipes With Fittings Connection & Cold Water Lines Plumbing Fixtures Septic Vault (concrete/chb) Conduit, Boxes, And Fittings (conduit Works/conduit Rough-in) Wires And Wiring Devices Panelboard With Main & Branch Breakers Lighting Fixtures And Lamps 1.00 L.s. 1.00 Ea 72.25 M2 28.11 M3 14.81 M3 3.28 M3 11.48 M3 2.61 M3 3.34 M3 3.94 M3 2,521.20 Kg 151.06 M2 192.52 M2 1.00 I.s 1.00 L.s. 3.36 M2 1.89 M2 1.00 I.s. 72.25 M2 38.76 M2 60.62 M2 293.14 M2 1.00 L.s 1.00 L.s. 1.00 L.s. 365.39 M2 6.72 M2 97.78 M2 3.78 M2 50.00 M 68.00 M2 995.25 Kg 354.66 Kg 1.00 L.s 1.00 L.s 1.00 L.s 1.00 L.s 1.00 L.s 1.00 L.s 1.00 L.s 1.00 L.s 3. Bidding Will Be Conducted Through Open Competitive Bidding Procedures Using Non-discretionary “pass/fail” Criterion As Specified In The 2016 Revised Implementing Rules And Regulations (irr) Of Republic Act (ra) No. 9184. Bidding Is Restricted To Filipino Citizens/sole Proprietorships, Cooperatives, And Partnerships Or Organizations With At Least Seventy Five Percent (75%) Interest Or Outstanding Capital Stock Belonging To Citizens Of The Philippines. 4. Interested Bidders May Obtain Further Information From Bids And Awards Committee Of The Pgom And Inspect The Bidding Documents At The Address Given Below From 8:00 A.m. To 5:00 P.m. Of Mondays To Fridays. 5. A Complete Set Of Bidding Documents May Be Acquired By Interested Bidders On January 20, 2025 To February 03, 2025 From Given Address Below And Upon Payment Of The Applicable Fee For The Bidding Documents, Pursuant To The Latest Guidelines Issued By The Gppb, In The Amount Of Five Thousand Pesos (php 5,000.00). The Procuring Entity Shall Allow The Bidder To Present Its Proof Of Payment For The Fees In Person. 6. The Pgom Will Hold A Pre-bid Conference On January 20, 2025 At 9:00 A.m. At Bac Conference Room, Provincial Capitol Complex, Camilmil, Calapan City, Oriental Mindoro Which Shall Be Open To Prospective Bidders. 7. Bids Must Be Duly Received By The Bac Secretariat Through Manual Submission At The Office Address As Indicated Below On Or Before February 03, 2025 At 8:30 A.m. Late Bids Shall Not Be Accepted. Mount Stated In Itb Clause 16. 9. Bid Opening Shall Be On February 03, 2025 At 9:00 A.m. At Bac Conference Room, Provincial Capitol Complex, Camilmil, Calapan City, Oriental Mindoro. Bids Will Be Opened In The Presence Of The Bidders’ Representatives Who Choose To Attend At The Activity. 10. The Pgom Reserves The Right To Reject Any And All Bids, Declare A Failure Of Bidding, Or Not Award The Contract At Any Time Prior To Contract Award In Accordance With Sections 35.6 And 41 Of The 2016 Revised Implementing Rules And Regulations (irr) Of Ra No. 9184, Without Thereby Incurring Any Liability To The Affected Bidder Or Bidders. 11. For Further Information, Please Refer To: Engr. Jollie Ver E. Lasic Head, Bac Secretariat Pgo – Procurement Division Provincial Capitol Complex Camimil, Calapan City, Oriental Mindoro (january 20, 2025) Atty. Earl Ligorio R. Turano Ii Bac Chairperson

Details: This Is To Be Awarded Lowest Price Technically Acceptable general Requirements 1. Scope  1.1 Intent. This Standard Specification Invokes General Requirements For Conducting Vessel Repairs Performed By Commercial Contractors At A Coast Guard Facility For Coast Guard Vessels.  2. References  coast Guard Drawings  none.  coast Guard Publications  surface Forces Logistics Center Standard Specification 0000 (sflc Std Spec 0000), 2022, General Requirements  other References  none. 3. Requirements  3.1 General. The Contractor Must Conform To All Requirements Specified In Sflc Std Spec 0000 And In This Item, As Applicable, During The Performance Of This Availability. The Requirements Of This Wi Apply To All Work Under The Scope Of This Contract, Whether Explicitly Stated In All Following Work Items Or Not, And To All Other Work Subsequently Authorized By Changes, Modifications, Or Extensions To The Contract.  3.2 Period Of Performance. The Period Of Performance For This Work Is 10mar2025-28may2025 3.3 Location. The Contractor Must Perform The Work While The Uscgc Waesche Is Alongside The Pier At U.s. Coast Guard Base Alameda, Coast Guard Island, Alameda Ca 94501. 12314_mla_1224_418 item 1: Tanks (potable Water), Clean And Inspect 1. Scope 1.1 Intent. This Work Item Describes The Requirements For The Contractor To Clean And Inspect The Following Tank(s): table 1 - List Of Tanks type Of Tank location capacity - 95% (gallons) tank Content Disposal (gallons) potable Water 3-68-3-w 5,916 311 potable Water 3-68-4-w 5,916 311 1.2 Government-furnished Property. none. 2. References coast Guard Drawings coast Guard Drawing 418a-wmsl-801-001, Rev A, Booklet Of General Plans coast Guard Drawing 750-wmsl-085-022, Rev B, Tank Sounding And Moment Of Inertia Tables (asc085013b) (wmsl 751) Only coast Guard Drawing 750-wmsl-100-37, Rev H, Unit 3120 Structure - 1st Platf To 2nd Dk - Fr 64 To Fr 76 (asc100312) coast Guard Drawing 750-wmsl-167-001, Rev J, Manhole List Installation And Fabrication Details Ship Wide (asc167001) coast Guard Drawing 750-wmsl-530-001, Rev G, Potable Water Systems Diagram (asc530001) coast Guard Drawing 750-wmsl-530-019, Rev E, Potable Water Unit 3120 (asc530312-pw) coast Guard Publications commandant Instruction Manual M5100.47 (comdtinst M5100.47 (series)), Safety And Environmental Health Manual surface Forces Logistics Center Standard Specification 0000 (sflc Std Spec 0000), 2022, General Requirements surface Forces Logistics Center Standard Specification 0740 (sflc Std Spec 0740), 2022, Welding And Allied Processes surface Forces Logistics Center Standard Specification 6310 (sflc Std Spec 6310), 2022, Requirement For Preservation Of Ship Structures other References american National Standards Institute/american Water Works Association (ansi/awwa) C652, 2019, Disinfection Of Water-storage Facilities the Society For Protective Coatings (sspc) Surface Preparation Specification No.1 (sspc-sp 1), 2016, Solvent Cleaning 3. Requirements 3.1 General. 3.1.1 Cir. The Contractor Must Submit A Cir For The Inspections Listed In The Following Paragraph(s): · 3.7 Inspection 3.1.2 Tech Rep. none 3.1.3 Protective Measures. The Contractor Must Furnish And Install All Protective Measures In Accordance With Sflc Std Spec 0000, Paragraph 3.3.3 (vessel Component, Space, And Equipment Protection). 3.1.4 Interferences. The Contractor Must Handle All Interferences In Accordance With Sflc Std Spec 0000, Paragraph 3.3.5 (interferences). Known Interferences Include, But Are Not Limited To The Following: fluid Contents piping ro System Components deck Grating note coast Guard Personnel Will Operate All Shipboard Machinery And Equipment. 3.2 Operational Test, Initial. Prior To Commencement Of Work, The Contractor Must Witness Coast Guard Personnel Perform An Initial Operational Test Of The Equipment Listed Below To Demonstrate Existing Operational Condition. Submit A Cfr. test Each Tank Tlis To Demonstrate That Each Radar Head/sensor Is Functional (i.e., Digital Readout Is Displayed). ensure That There Is Interface/communication Between The Tli Sensor And The Machinery Control And Monitoring System (i.e. Digital Readout At The Tli Is Identical To That Displayed). potable Water Pumps 3.3 Tank Opening. The Contractor Must Open And Ventilate The Confined Spaces In Accordance With Sflc Std Spec 0000, Paragraph 3.3.1.1 (temporary Ventilation) And 3.3.1.2 (confined Or Enclosed Space Entry And Hot Work). The Contractor Must Provide Fall Protection To Cover Tank Manhole Cover When Opened For Ventilation/work. 3.4 Tank Content And Waste Disposal. The Contractor Must Dispose Of Residual Tank Contents Listed In Table 1 And Any Cleaning Fluids In Compliance With All Applicable Federal, State, And Local Laws, Ordinances And Regulations. Notify The Cor (in Writing) At Least 48 Hours Prior To Removal Of Wastes And Fluids. Document A Complete Chain Of Custody Record Of The Removed Tank Contents And Generated Wastes, From The Vessel To The Point Of Final Destination Or Delivery. Submit Chain Of Custody Record To The Cor Upon Completion Of Work. 3.5 Temporary Plugs. The Contractor Must Plug All Inlet And Outlet Piping In The Tank To Prevent Contaminants From Entering The Tank Or Piping System. Use Plugs With An Attached Lanyard, Ring Or Other System That Will Ensure Plugs Are Not Lost In The Pipe Openings. 3.5.1 Plug Log. The Contractor Must Keep A Written Record Of All Installed Plugs. Keep A Separate List For Each Tank. Maintain A Plug Accountability Log Posted Immediately Outside The Tank To Prevent Any Of The Installed Temporary Plugs From Being Lost Inside The Tank Or Left Behind Inside At Tank Closure. The Log Must Include The Type And Size Of Each Plug, Installation Date, And Removal Date. Submit This Log To The Cor After Completion Of Work Item Via A Cfr. 3.5.2 The Contractor Must Ensure That All Plugs Are Removed From Each Tank Upon Completion Of Work In The Tank. 3.6 Tank Cleaning. The Contractor Must Clean All Designated Tank Interior Surfaces Free Of All Foreign Materials, Such As Residual Water, Sediment, Sludge, Rust, Or Biological Growth, Taking Care Not To Damage The Coating System (if Applicable). 3.6.1 The Contractor Must Accomplish All Requirements Of Sflc Std Spec 6310, 3.1.6.4 (surface Contaminant Removal) To Achieve The Cleanliness Requirements Of Sspc-sp 1, Including A Low-pressure (maximum 5,000 Psi) Freshwater Wash Down Of The Surfaces When Possible. 3.6.2 Remove Cleaning Media And Residues Continuously From The Tank During The Washing Process. Remove Any Residual Wash Media And Wipe Up Residual Moisture With Clean Lint-free Cloths. Wipe The Interior Tank Structure Dry And Free Of All Cleaning Agents. 3.7 Inspection. The Contractor Must Visually Inspect All Tank Interior Surfaces, Including, But Not Limited To Bulkheads, Floor And Overhead Plating, Structural Members, Manhole Cover Surfaces, Fasteners And Gasket Seating Surfaces. Submit A Cir With A Description Of The Following, As Applicable: tank Structural Condition. manhole And Cover Condition. ladder Condition (if Applicable). condition Of Tank Coating, Including Dimensions, Percentage, Location, And Type Of Coating Failure. tank Level Indicator (tli) And/or Float Switch Condition. sounding/vent Tube And Striker Plate Condition. suction And Discharge Piping Condition. fastener Material And Condition. zinc Anode Condition (if Applicable) pit Measurements ultrasonic Thickness (ut) Measurements suction And Discharge Piping Condition inaccessible Areas (if Applicable) 3.7.1 Pit Measurements. The Contractor Must Measure100pitswithin Each Tank/location Listed In Table 1, In Accordance With Sflc Std Spec 0740, Paragraph 3.13 (evaluation Of Pitting Corrosion). The Results Of These Measurements Must Be Included In The Inspection Report, Showing Where Pit Measurements Were Taken And The Depth Of The Pit. 3.7.2 Ultrasonic Thickness (ut) Measurement. The Contractor Must Take Ut Measurements In The Surrounding Area Of Any Pit Measuring Greater Than 25% Of Plate Thickness. Ut Measurements Must Be Taken In The Four Quadrants At An Equal-distant Radius From The Pit Center Until Full Plate Thickness Is Measured. For Bidding Purposes, Assume 200 Ut Measurements Per Tank Listed In Table 1. Ut Measurements Must Be Conducted In Accordance With Sflc Std Spec 0740, Appendix C, Using Coast Guard Drawing 750-wmsl-100-37 As Guidance. The Results Of These Measurements (original Thickness, Measured Thickness, And Any Observed Cracks) And The Locations Where They Were Taken Must Be Included In The Inspection Report. 3.8 Substrate Fairing And Repair By Filling Epoxy For Shallow Pits And Small Corrosions (i.e. Pits < 25% Or Corrosions < 25%). As Designated By The Cor, The Contractor Must Repair Small Pin Holes, Shallow Pitted Substrates (with Remaining Plate Thicknesses Over 75% Of Required Plate Thicknesses), And Fair Corroded Substrates (with Remaining Cross Sections Over 75% Of Required Cross Section Areas), After Removing Coating In Accordance With Sflc Std Spec 6310 And Manufacturers’ Instructions. procure 2 Kits Of Epoxy Fairing Compounds (e.g. Belzona 1111, 0.5 Gallon/5 Kg Kit Or Equivalent) To Conduct Repairs. turn Over All Unused Kits To The Cor. 3.8.1 Ensure The Filling Epoxy Is Compatible With Drinking Water. note “substrate Fairing And Repair By Filling Epoxy For Shallow Pits And Corrosions (i.e. Pits < 25% Or Corrosions < 25%)” Is A Supplement Barrier Intending To Help Delay Penetration. 3.9 Disinfection Preparations. In Preparation For Disinfecting The Potable Water Tank, The Contractor Must Accomplish The Following Tasks: 3.9.1 The Contractor Must Notify The Cor Of Their Intention To Disinfect The Tank 5 Days Ahead Of Time. 3.9.2 Upon Completion Of All Inspections, Repairs, Coatings And Cure Times, The Contractor Must Leave The Tank Open For 24 Hours 3.9.3 Once 24 Hours Has Elapsed, The Contractor Must Remove All Installed Temporary Plugs And Document Removal Via Signature On The Plug Log By The Coast Guard Inspector And Contractor Prior To Tank Closing. Submit A Cfr With The Completed Plug Log. 3.9.4 Conduct A Final Inspection In The Presence Of A Coast Guard Inspector To Ensure That No Foreign Objects Or Plugs Have Been Left In The Tank. Submit A Cfr Documenting This Final Inspection. 3.9.5 Ensure That No Foreign Objects Enter The Tank Between The Final Inspection And The Tank Disinfection. 3.9.6 The Contractor Must Verify With The Ship’s Health Services Technician Or Medical Liaison, Or A Contractor Supplied Marine Chemist, That Water Supplied For Disinfection Process Meets All Uscg Requirements For Consumption Per Comdtinst M5100.47 Chapter 25. 3.10 Tank Disinfecting. The Contractor Must Disinfect And Treat The Affected Potable Water Tank(s) And Associated Disturbed Piping And Components, As Necessary, To Meet Or Exceed The Requirements Of Awwa C652. 3.10.1 Any Of The Three Methods Of Chlorination Listed In Section 4.3 Of Awwa C652 Is Acceptable, But If Method 1 Is Utilized, Then The Retention Period Must Be 24 Hours. 3.10.2 Appendix B Of Awwa C652 Shows The Chlorine Doses For A Variety Of Disinfection Methods. 3.10.3 Remove And Dispose Of Disinfection Fluids And Flushing Water In Accordance With Paragraph 3.4. Ensure That No One Enters The Tanks Once Disinfection Is Completed. 3.10.4. Tank Closing. At The Earliest Opportunity During The Disinfection Process, The Contractor Must Close The Tank Manhole Cover(s) Using New Gasket Material In Accordance With Coast Guard Drawing 750-wmsl-167-001. Chase Threads On Studs To Ensure Even Installation Of The Access Covers. Renew All Nuts, Washers, And Cotton Grommets (including Those That Are Missing) In Accordance With Coast Guard Drawing 750-wmsl-167-001. 3.10.5 Ship’s Force Will Refill The Tanks With Potable Water Upon Completion Of Disinfection And Flushing Process. note coast Guard Personnel Will Operate All Shipboard Machinery And Equipment. 3.11 Operational Test, Post Repairs. After Completion Of Work And In The Presence Of The Coast Guard Inspector, The Contractor Must Thoroughly Test And Demonstrate The Equipment Listed Below To Be In Satisfactory Operating Condition. Submit A Cfr. test Each Tank Tlis To Demonstrate That Each Radar Head/sensor Is Functional (i.e., Digital Readout Is Displayed). ensure That There Is Interface/communication Between The Tli Sensor And The Machinery Control And Monitoring System (i.e. Digital Readout At The Tli Is Identical To That Displayed). potable Water Pumps 3.12 Water Quality Verification. The Contractor Must Conduct Halogen Residual, Ph, And Bacteriological Testing Of The Water System For Consumption At The Point-of-use (sinks, Water Fountains, Etc) And Verify With Ship’s Health Services Technician, Medical Liaison, Or Marine Chemist That Potable Water Meets All Uscg Requirements Per Comdtinst M5100.47 Chapter 25. The Contractor Must Clean The Tank Until The Water Passes These Tests. Submit Cfr. 4. Notes this Section Is Not Applicable To This Work Item. 63110_mla_1224_418 item 2: Tanks (potable Water), Preserve (partial) 1.1 Intent. This Work Item Describes The Requirements For The Contractor To Prepare And Coat 33% Of The Surfaces Of The Following Tank(s): table 1 – List Of Tanks location type topcoat Color preserve Level 3-68-4-w potable Water match Existing partial 3-68-3-w potable Water match Existing partial 1.2 Government-furnished Property. none. 2. References coast Guard Drawings coast Guard Drawing 418a-wmsl-801-001, Rev A, Booklet Of General Plans coast Guard Drawing 418a-wmsl-530-001, Rev C, Potable Water Systems Diagram coast Guard Drawing 750-wmsl-085-022, Rev B, Tank Sounding And Moment Of Inertia Tables (asc085013b) (wmsl 751) Only coast Guard Drawing 750-wmsl-100-37, Rev H, Unit 3120 Structure - 1st Platf To 2nd Dk - Fr 64 To Fr 76 (asc100312) coast Guard Drawing 750-wmsl-167-001, Rev J, Manhole List Installation And Fabrication Details Ship Wide (asc167001) coast Guard Drawing 750-wmsl-530-019, Rev E, Potable Water Unit 3120 (asc530312-pw) coast Guard Publications surface Forces Logistics Center Standard Specification 0000 (sflc Std Spec 0000), 2022, General Requirements surface Forces Logistics Center Standard Specification 6310 (sflc Std Spec 6310), 2022, Requirements For Preservation Of Ship Structures surface Forces Logistics Center Standard Specification 8636 (sflc Std Spec 8636), 2022, Temporary Hull Accesses other References the Society For Protective Coatings (sspc) Surface Preparation Specification No.11 (sspc-sp 11), 2016, Bare Metal Power Tool Cleaning 3. Requirements 3.1 General. 3.1.1 Cir. none. 3.1.2 Tech Rep. The Contractor Must Provide The Services Of A Qualified Technical Representative To Accomplish The Following On Site: serve As An Independent Coating Tech Rep. Provide The Services Of An Ampp Certified Coating Inspector (nace Cip Level 2) With Marine Coating Inspection Specialty.. accomplish Applicable Requirements In Sflc Std Spec 0000, Paragraph 3.2.4.2.2 (coating Tech Rep). oversee The Preservation Plan Requirements In Sflc Std Spec 6310, Paragraph 3.2 (preservation Plan). review And Sign Daily Reports Summarizing Work. See Forms Qa-1 Thru Qa-5 Provided In The General Requirements. 3.1.2.1 Qualifications/certifications. The Contractor Must Submit The Coating Tech Rep’s Name, Qualifications/certifications, And Certificate Number(s) To The Contracting Officer Prior To Contract Award.. note this Work Item Requires The Use Of An Nace-certified Tech Rep.the Use Of A Qp-1 Certified Company/contractor Alone Is Not Sufficient. 3.1.3 Protective Measures. The Contractor Must Furnish And Install All Protective Measures In Accordance With Sflc Std Spec 0000, Paragraph 3.3.3 (vessel Component, Space, And Equipment Protection). 3.1.4 Interferences. The Contractor Must Handle All Interferences In Accordance With Sflc Std Spec 0000, Paragraph 3.3.5 (interferences). Known Interferences Include, But Are Not Limited To The Following: tlis piping ro System Components deck Grating 3.1.5 Temporary Access Openings. Due To Limited Access To Work Areas, The Contractor May, With Express Permission Of The Ko (via Submission Of A Cfr), Cut Access Holes To Facilitate Accomplishment Of The Work Specified Herein. Perform All Work Required To Open And Close The Access Openings In Accordance With Sflc Std Spec 8636. 3.1.6 Work Plan. The Contractor Must Provide A Work Plan (preservation Plan Including Protection Plan) For The Tank Preservation Listed In Table 1 In Accordance With Sflc Std 6310, Paragraph 3.2 (preservation Plan) To The Contracting Officer On The First Day Of Contract’s Period Of Performance. 3.1.6.1 Pre-work Preservation Conference. Prior To The Start Of Any Preservation Work, The Contractor Must Facilitate A Conference Meeting With The Ko, Cor, Coast Guard Inspector(s), Contractor And Contractor's Representative Able To Speak To Technical Preservation Details And Requirements. qc/qa Program. The Requirements Of Sflc Std Spec 0000 3.2.4.2.2.3, Contractor's Qc/qa Program (as Outlined In Sflc Std Spec 0000, 3.2.4 Qc/qa Program), material Receipt Conformance (as Outlined In Sflc Std Spec 6310, 3.1.1.2 Material Receipt Conformance), preservation Plan (as Outlined In Sflc Std Spec 6310, 3.2 Preservation Plan), Sflc Std Spec 6310 3.1.1.3.1 And 3.1.9 Must Be Formally Reviewed And Approved By The Ko, pds And Sds. Only Submit Manufacturer's Product Data Sheets (pds) And Safety Data Sheets (sds) If Navsea Approved Astm F718 Sheets Are Not Available. 3.2 In-process Quality Control Measures. The Contractor Must Abide By All The Safety, Preservation, And Quality Control Requirements Specified In Sflc Std Spec 0000, Paragraph 3.2.4.2 (in-process Qc Measures For “critical-coated Surfaces”). Surfaces Being Preserved Are Considered “critical-coated Surfaces”. All Qa Forms And Nace Ii Reports Must Be Submitted To The Cor For Review No Later Than 24 Hours After Completion Of Work. 3.2.1 Daily Reports. At The Conclusion Of Each Work Day , The Contractor Must Provide Daily Reports Generated And Signed By The Coating Tech Rep. Daily Reports Must Summarize Work Accomplished That Current Day, Work To Be Accomplished The Following Day, Any And All Materials Used During Work That Day, Any And All Readings Taken And/or Data Collected (i.e. Environmental Readings, Dft, Wft, Etc…) Identifications Of Work Locations, Time And Type Of Any Inspections Conducted With The Results Of Such Inspection(s) And Must Also Include Descriptions Any Events Of Non-conformance In Relation To The Specification, Applicable References, Standards, And Technical Data Sheets (i.e Astm F718s). 3.2.2 Environmental Readings. Environmental Readings Must Be Accomplished Within The Agreed Upon Hours According To The Interval Outlined In Sflc Std Spec 6310, Appendix D3.1. 3.3 Surface Preservation. The Contractor Must Prepare And Coat 33% Of All Tank Interior Surfaces (including Internal Surfaces Of Manhole Cover(s), Manhole Cover Hull Ring(s) Extending Outward To The Weld Line That Ties The Hull Ring Into The Tank Plating On The Tank Exterior). 3.3.1 Power Tool Clean All Affected Surfaces To “bare Metal” In Accordance With Sspc-sp 11, In Lieu Of Using Abrasive Blasting; And Feather Edges Of Existing Intact Coating To The Prepared Areas, In Order To Provide A Smooth Transition With The New Paint. 3.3.2 Inspection. The Contractor Must Inspect All Cleaned Surfaces And Exposed Substrates Of Areas In Tanks Listed In Table 1 (after Removing/cleaning Surface Covering/coatings And Prior To Priming Substrates) In Accordance With Sflc Std Spec 6310 3.1.8.1 Surface Cleanliness Evaluation – Visual Standards. Submit A Cfr. 3.3.3 Waste And Debris Removal. The Contractor Must Remove All Waste And Debris Generated By The Tank Preservation Process (surface Preparation, Substrate Cleaning, Priming, And Coating). Waste And Debris Must Be Disposed Of In Accordance With Sflc Std Spec 6310, Paragraph 3.1.8.2 (debris Removal And Disposal), Sflc Std Spec 0000, And All Applicable Federal, State, And Local Laws, Ordinances And Regulations. 3.3.4 The Contractor Must Coat The Prepared Surfaces Using The System Specified For "tanks And Voids (potable Water Tanks)" In Sflc Std Spec 6310, Appendix B (cutter And Boat Interior Painting Systems). Select Finish/topcoat Color To Match Existing Adjacent Surfaces. 3.4 Curing. The Contractor Must Ensure Tanks Are Cured In Accordance With The Manufacturer’s Instructions For Nsf/nehc Certification Under The Same Conditions Before Being Filled. note typical Curing Times Are At Least 4 Days, And Range Up To 14 Days Or Longer, Depending On The Paint Selected, Amount Of Surface Area Covered, And Environmental Conditions. See Paint Manufacturer’s Recommendations For Specific Application. caution verify Application And Cure Requirements With Paint Manufacturer Prior To Paint Purchase And Application. Lack Of Attention To Environmental Conditions Can Adversely Impact Paint System Cure, Cause Unnecessary Contract Time Delays, And Negatively Impact Crew Health And Vessel Habitability When Tanks Are Put Back Into Service. do Not Assume Paint Product Data Sheet To Be Accurate. Contact Paint Manufacturer Directly To Verify, As Formulations Change And New Application Information May Be Available. 3.4.1 The Contractor Must Rinse Freshly Painted Potable Water Tanks At Least Twice With Freshwater Before Being Disinfected And Put Into Service. 3.5 Touch-up Preservation. The Contractor Must Prepare And Coat All New And Disturbed Surfaces To Match Existing Adjacent Surfaces In Accordance With Sflc Std Spec 6310, Paragraph 3.1.13 (touch-ups And Minor Coating Repairs). 4. Notes this Section Is Not Applicable To This Work Item 53310_mla_0624_418 item 3: Potable Water Pneumatic Tank, Clean And Inspect 1. Scope 1.1 Intent. This Work Item Describes The Requirements For The Contractor To Clean And Inspect The Following Potable Water Pneumatic Tank(s): table 1 – Pneumatic Tank Information service location capacity (gallons) pressure (psig) potable Water Hydro-pneumatic Tank 3-64-0-e 280 100 1.2 Government-furnished Property. mti item Description nsn/pn qty estimated Cost ($/unit) n bladder, Water nsn: 4510-01-601-2564 p/n: 660603996 1 Ea. $2,936 2. References coast Guard Drawings coast Guard Drawing 418a-wmsl-530-001, Rev C, Potable Water Systems Diagram coast Guard Drawing 750-wmsl-530-019, Rev E, Potable Water Unit 3120 (asc 530312-pw) coast Guard Publications coast Guard Technical Publication S6435-tl-mmi-010, 15 February 2015, Angle Relief Valve, Type D50 – Description, Operation, And Maintenance – Rev 9 coast Guard Technical Publication (tp) 7082, Swbs 533, Dec 2020, Potable And Chilled Water Tanks surface Forces Logistics Center Standard Specification 0000 (sflc Std Spec 0000), 2022, General Requirements surface Forces Logistics Center Standard Specification 6310 (sflc Std Spec 6310), 2022, Requirements For Preservation Of Ship Structures other References nsf International (nsf) 61/600, 2024, Drinking Water System Components - Health Effects american National Standards Institute/american Water Works Association (ansi/awwa) C652-19, 2020, Disinfection Of Water-storage Facilities 3. Requirements 3.1 General. 3.1.1 Cir. none. 3.1.2 Tech Rep. none. 3.1.3 Protective Measures. The Contractor Must Furnish And Install All Protective Measures In Accordance With Sflc Std Spec 0000, (vessel Component, Space, And Equipment Protection). 3.1.4 Interferences. The Contractor Must Handle All Interferences In Accordance With Sflc Std Spec 0000, (interferences). Known Interferences Include, But Are Not Limited To The Following: piping, Hoses, And Supports water 3.1.4.1 Tank Residual Fluids. Remove And Dispose Of All Tank Residual Fluids In Accordance With All Applicable Federal, State, And Local Laws And Regulations. 3.1.5 Work Locations. The Concerned Work Areas Are Listed In Table 1. See The Applicable Drawings In Section 2 References For Guidance, Locations, And Details. 3.1.6 Materials, Tools, And Services. The Contractor Must Provide Service, Tools, And Materials To Accomplish The Requirements In This Work Item. New Components, Parts, Materials, And Paints With The Same Color, Comparable And Matching Material Properties As The Existing Components/parts. Use References In Sections 1, 2 And Sflc Std Specs For Guidance, Required Materials, And Details. 3.2 Preparation. The Contractor Must Depressurize And Drain The Designated Tank(s) In Table 1 Before Performing Any Work On Them. Dispose Of All Fluids In Accordance With All Applicable Federal, State, And Local Environmental Regulations. Do Not Drain Any Fluids (including Fresh Water) Into Any Space, Bilge Or Exterior Location. note do Not Drain Any Fluids (including Fresh Water) Into Any Space, Bilge Or Exterior Location. 3.3 Operational Test – Initial. Prior To Commencement Of Work, The Contractor Must Witness Coast Guard Personnel Perform An Initial Operational Test Of All Items Or Shipboard Devices To Be Disturbed, Used, Repaired, Or Altered, To Demonstrate Existing Operational Condition. Submit A Cfr. note coast Guard Personnel Will Operate All Shipboard Equipment And Machinery. 3.4 Cleaning Requirements. The Contractor Must Clean The Tank As Follows: clean All Tank Structure’s Interior Surfaces Free Of All Foreign Materials, Sediment, And Sludge. remove All Persistent Residues, Taking Care Not To Damage The Tank Coating System. remove Cleaning Media And Residues Continuously From The Tank During The Washing Process. remove Any Residual Wash Media And Wipe Up Residual Moisture With Clean Lint-free Cloths. collect, Contain, And Dispose Of All Wash Media, Residues, And Cleaning Materials In Accordance With All Federal, State, And Local Laws, Ordinances, And Regulations. 3.4.1 Tank Content And Waste Removal. The Contractor Must Dispose Of Residual Tank Contents And Any Cleaning Fluids In Accordance With All Applicable Federal, State, And Local Laws, Ordinances, And Regulations. notify The Cor (in Writing) At Least 48 Hours Prior To Removal Of Wastes And Fluids. document A Complete Chain Of Custody Record Of The Removed Tank Contents And Generated Wastes, From The Vessel To The Point Of Final Destination Or Delivery. submit Document To The Cor Upon Completion Of Work. 3.5 Visual Inspection. The Contractor Must Clean And Visually Inspect The Internal And External Surfaces Of Each Tank For Signs Of Corrosion, Pitting, And Other Damage. If Required By The Pneumatic Tank’s Construction, The Contractor Must Provide And Use A Borescope During The Visual Inspection. Submit A Cfr. 3.6 Surface Preservation. If A Change Request Has Been Authorized And Released, The Contractor Must Prepare And Coat Each Tank’s Interior Surfaces Using The System Specified For “tanks And Voids (potable Water Tanks)” In Sflc Std Spec 6310, Appendix B (cutter And Boat Interior Painting Systems). If Preservation Is For Less Than 100 Percent Of Tank Interior Surfaces, Power Tool Clean All Affected Surfaces To “bare Metal” In Lieu Of Using Abrasive Blasting, And Feather Edges Of Existing Intact Coating To The Prepared Areas To Provide A Smooth Transition With The New Paint. 3.7 Renew Tank Air Bladder. The Contractor Must Renew The Air Bladder In Accordance With Tp 7082 With Provided Gfe. 3.8 Relief Valve Testing. The Contractor Must Remove, Clean, Inspect, Test, And Reinstall The Tank Relief Valve, Cpw-v-013. clean And Visually Inspect All Parts For Defects, Deterioration, Dirt, Scale, Rust, Grease, And Marine Growth. inspect All Valve Openings For Obstructions And Damage To The Valve Seat, Disc, And Body. use The Appropriate Test Fluid, Shop Test The Relief Valve To The Correct Lifting Pressure. ensure That The Valve Seats Correctly After Pressure Relief, Without Simmering, And With Zero Leakage Allowed. adjust The Valve Relief Pressure As Necessary To Obtain The Required Lifting Pressure. after Adjustment, Perform A Final Test To Confirm The Relief Valve's Lifting Pressure With The Coast Guard Inspector Present. reinstall The Relief Valve Upon Completion Of Testing. submit A Cfr With Test Results And All Data Plate Information. 3.9 Tank Closure. After All Authorized Repairs, The Contractor Must Remove All Installed Temporary Plugs And Document Removal Via Signature On The Plug Log By The Coast Guard Inspector And Contractor Prior To Tank Closing. Submit A Cfr With The Completed Plug Log. 3.9.1 Conduct A Final Inspection In The Presence Of A Coast Guard Inspector To Ensure That No Foreign Objects Or Plugs Have Been Left In The Tank. Submit A Cfr Documenting This Final Inspection. 3.9.2 The Contractor Must Reinstall The Tank(s) To The Original Configuration With New Rubber Gaskets Conforming To Ansi/nsf 61. Renew All Fasteners With Stainless Steel. 3.10 Tank Disinfecting. The Contractor Must Disinfect And Treat The Affected Potable Water Tank(s) And Associated Disturbed Piping And Components, As Necessary, To Meet Or Exceed The Requirements Of Awwa C652. any Of The Three Methods Of Chlorination Listed In Section 4.3 Of Awwa C652 Is Acceptable, But If Method 1 Is Utilized, Then The Retention Period Must Be 24 Hours. appendix B Of Awwa C652 Shows The Chlorine Doses For A Variety Of Disinfection Methods. refill The Tanks With Potable Water Upon Completion Of Disinfection And Flushing Process. remove And Dispose Of Disinfection Fluids And Flushing Water In Accordance With All Applicable Federal, State, And Local Environmental Regulations. ensure That No One Enters The Tanks Once Disinfection Is Completed. note coast Guard Personnel Will Operate All Shipboard Machinery And Equipment. 3.11 Operational Test, Post Repairs. After Completion Of Work, The Contractor Must Thoroughly Test, In The Presence Of The Coast Guard Inspector And Demonstrate All Items Or Shipboard Devices That Have Been Disturbed, Used, Repaired, Altered, Or Installed To Be In Satisfactory Operating Condition. Submit A Cfr. 4. Notes this Section Is Not Applicable To This Work Item.

Details: Description Invitation To Apply For Eligibility And To Bid The Bids & Award Committee Of The Municipality Of Caibiran, Biliran Is Inviting All Interested Bidders On Its Forthcoming Public Bidding For: Project Title : Purchase & Installation Of Wide Range Directional Siren Location : Mdrrmo, Lgu Of Caibiran, Biliran Delivery Period : 20 W.d. Abc : P450,000.00 Source Of Funds : Drrmf 2020, 2021, 2022, 2023 All Particulars Relative To Eligibility Statement And Screening, Evaluation Of Bids, Post-qualification And Award Of Contract Shall Be Governed By The Pertinent Provision Of R.a 9184 And Its Revised Implementing Rules And Regulations (rirr) Item No. Unit Item Description Quantity 1 Unit Wide Range Directional Siren With Installation 1 Siren Specifications: • Sound Rating: 123+2db(a) Sound Range 3 Kilometer • Electric Motor:2.2kw,220/240ac,50/60hz • Ip Rating: Ip 44 • Output Frequency: 500/560+20hz • Single Tone • Carton Size:75x63x71cm • Motor Siren Digital Timer Controller 4kw/220v • Fabricated Mounting Brackets • Electrical Cables • Peripherals • Service Fee – Wiring Layout, Equipment Mounting & Set Up Commissioning Gasoline Generator Specifications: • Rated Output 8750w • Surge Output 7000w • 230v / 60hz Electric Start • Receptacle 1 X Twist Lock 114/230v, 2 X Duplex 230v • Single Phase • Rated Current 30.4 Ampares • Insulation Class F • 15hp Ohv Engine • 4 Stroke Single Cylinder • Air Cooled • Recoil, Electric Start • Unleaded Gasoline Fuel • 25l Fuel Capacity • Lo Oil Alert Schedule Of Activities: (2nd Posting) Advertisement : January 14, 2025 To January 21, 2025 Bid Evaluation : January 23, 2025 (9:00 Am At The Office Of The Bac Chairman, Municipal Hall Caibiran, Biliran) 1. Bidding Will Be Conducted Through Open Competitive Bidding Procedures Using Aon-discretionary “pass/fail” Criterion As Specified In The 2016 Revised Implementing Rules And Regulations (irr) Of Republic Act (ra) 9184, Otherwise Known As The “government Procurement Reform Act”. 2. A Complete Set Of Bidding Documents May Be Acquired By Interested Bidders On January 13, 2025 Until January 17, 2025, Upon Payment Of The Applicable Fee From The Municipal Treasurer, Pursuant To The Latest Guidelines Issued By The Gppb, In The Amount Of Five Hundred Pesos. [p500.00] 3. It May Also Be Downloaded Free Of Charge From The Website Of The Philippine Government Electronic Procurement System (philgeps) Or To The Associated Components Of The Invitation To Bid Provided That Bidders Shall Pay The Applicable Fee Not Later Than The Submission Of Their Bids 4. Bids Must Be Duly Received Together With Official Receipt (o.r.) Issued By The Mun. Treasurer To The Bac Secretary Or To The Bac Chairman On Or Before January 20, 2025 At 9:00 Am. All Bids Must Be Accompanied By A Bid Security In Any Of The Acceptable Forms And In The Amount Stated In The Itb. 5. Bid Evaluation Shall Be On January 20, 2025 At Exactly 9:00 Am At The Office Of The Bac Chairman, Municipal Hall, Caibiran, Biliran. Bids Will Be Opened In The Presence Of The Bidders’ Representatives Who Choose To Attend At The Address Below. Late Bids Shall Not Be Accepted. 6. The Lgu Caibiran Reserves The Right To Reject Any And All Bids, Declare A Failure Of Bidding, Or Not Award The Contract At Any Time Prior To Contract Award In Accordance With Section 41 Of Ra 9184 And Its Irr, Without Thereby Incurring Any Liability To The Affected Bidder Or Bidders. 9. Checklist Of Eligibility Requirements For Infrastructure Is Hereto Attached: Note: All Folder/envelope To Be Submitted To The Bac Must Be Alphabetically Tabbed According To The Technical Proposal (1st Envelope) & Financial Proposal (2nd Envelope) First Envelope (technical Proposal) Eligibility Requirements: 1. Platinum Registration In Lieu Of Class A Eligibility Documents Under Section 23.1 (a) & 24.1 (a) All Bidders Shall Upload & Maintain In Philgeps A Current & Updated File Of The Following Class A Eligibility Documents: A Dti/sec/cda Registration B Mayors Business Permit Or Its Equivalent Documents C Tax Clearance Per Executive Order 398 Series 2005 As Finally Reviewed & D Stamp Approved By The Bir 2. Audited Financial Statement 3. Statement Of On-going Contracts 4. Statement Of Single Largest Completed Contract (slcc) 5. Valid Pcab License Registration 6. Nfcc Computation Of Committed Line Of Credit Technical Requirements: 1. Jva Or Notarized Statement From The Partners That They Will Enter Into Joint Venture If Awarded The Contract. 2. Bid Security (form Of Bid Security) 3. Duly Signed Organizational Chart 4. Duly Signed List Of Project Personnel 5. Schedule Of Works 6. Construction Safety & Health Certificate 7. Duly Signed Of Contractors Equipment For Project 8. Certificate Of Site Inspection (signed By The Project Engineer Of The Procuring Entity) 9. Omnibus Sworn Statement In The Prescribed Form Note: Any Missing, Incomplete Or Potentially Insufficient Document In The Above-mentioned Checklist Is A Ground For Outright Rejection Of The Bid. 2nd Envelope Financial Proposal 1. Financial Bid Form (include Bid Prices & Bill Of Quantities, As Well As Applicable Price Schedule) 2. Detailed Estimates Including A Summary Sheet Indicating The Unit Prices Of Construction Materials, Labor Rates & Equipment Rentals Used In Indicating Also The Direct And Indirect Cost In Coming Up With The Bid. 3. Cash Flow By Quarter And Payment Schedule Note: Any Missing, Incomplete Or Potentially Insufficient Document In The Above-mentioned Checklist Is A Ground For Outright Rejection Of The Bid. 2025philgeps008

Details: Description Construction Of Sp Building (phase 04) Item Description Unit Qty. Unit Price Amount Part I General Requirements B.3 Permits And Clearances L.s. 1.00 B.5 Project Billboard/sign Board Ea 1.00 B.7 (2) Occupational Safety And Health Program Ls 3.00 Part Ii Civil Works Part A Plain & Reinforced Concrete Works 900(1)c1 Structural Concrete For Stairs, (class A, 28 Days) M3 4.26 900(1)c4 Structural Concrete For Columns, (class A, 28 Days) M3 0.41 900(1)c6 Structural Concrete For Beams, (class A, 28 Days) M3 0.55 902(1)a Reinforcing Steel Of Reinforced Concrete Structures, Grade 33 Kg 128.49 902(1)b Reinforcing Steel Of Reinforced Concrete Structures, Grade 40 Kg 543.47 903(1)c Formworks And Falseworks (for Overhead Works) M2 916.98 Part B Finishings And Other Civil Works B.1 Finishing Works 1018(1) Glazed Tiles And Trims M2 1,883.01 1003(1)a 16mm Thk Non-sag Acoustic Board On Aluminum Tee Runners M2 190.31 1003(1)e Gypsum Board On Metal Frame Ceiling M2 726.67 1016(1)a Cement Based Waterproofing M2 185.90 1027(1) Cement Plaster Finish M2 7.41 B.2 Fabricated Materials 1006(1) Steel Louver Door M2 1.89 1007(1)b1 Aluminum Framed Glass Door (double Swing Type) M2 19.20 1008(1)c Aluminum Glass Window (awning Type) M2 7.80 1008(1)d Aluminum Glass Window (fixed Type) M2 1.50 1008(1)d2 Aluminum Glass Wall (fixed Type)- Tempered Reflective Glass M2 140.48 1010(2)b Wooden Panel Door M2 82.94 1011(1) Steel/aluminum Roll Up Door Ls 1.00 B.3 Painting Works 1032(1)a Painting Works (masonry Painting) M2 1,527.37 1032(1)b1 Painting Works (ceiling And Dry Wall Painting) M2 1,463.77 Part Iii Electrical Works 1100(10) Conduits, Boxes, And Fittings L.s. 1.00 1101(33) Wires And Wiring Devices L.s. 1.00 1102(21) Power Load Center, Switchgear, And Panel Boards L.s. 1.00 1105(20) Network Cabling L.s. 1.00 1106(1) Cctv System L.s. 1.00 1200(1) Ventilating Equipment L.s. 1.00 I.4a Permits And Electrification L.s. 1.00 1208(1) Fire Alarm System L.s. 1.00 Invitation To Bid The City Government Of Pagadian, Through Its Bids And Awards Committee (bac), Invites Contractors Registered With And Classified By The Philippine Contractors Accreditation Board (pcab) To Apply For Eligibility And If Found Eligible, To Bid For The Hereunder Contract: Contract Reference No. Infra-2025-01-06 Name Of Contract: Construction Of Sp Building (phase 04) Brgy. San Jose, Pagadian City 1saip24-8000rf-c-f Approved Budget For The Contract -p 14,633,770.68 Completion Of Work -180 Calendar Days Prospective Bidders Should Possess A Valid Pcab License Applicable To The Contract, Have Completed A Similar Contract With A Value Of At Least 50% Of The Abc, And Have Key Personnel And Equipment (listed In The Eligibility Forms) Available For The Prosecution Of The Contract. The Bac Will Use Non-discretionary Pass/fail Criteria In The Eligibility Check/screening As Well As The Preliminary Examination Of Bids. The Bac Will Conduct Post-qualification Of The Lowest Calculated Bid. All Particulars Relative To The Eligibility Statement And Screening, Bid Security, Performance Security, Pre-bidding Conference, Evaluation Of Bids, Post-qualification And Award Of Contract Shall Be Governed By The Pertinent Provisions Of R.a.9184 And Its Implementing Rules And Regulations (irr). Below Is The Schedule Of Procurement Activities: Activity Date 1-advertisement/posting Of Invitation To Bid January 14, 2025 To January 21, 2025 2-issuance And Availability Of Bidding Documents January 14, 2024 To January 28, 2025 3-pre-bid Conference January 16,2025 4- Submission And Receipt Of Bids /bid Opening January 28, 2025 The Bac Will Issue To Prospective Qualified Bidders, Bidding Documents At The Bac Secretariat, Office Of The City Planning And Development Coordinator, Pagadian City, Upon Payment Of A Non-refundable Amount Of (p 15,000.00) To The Office Of The City Treasurer-cashier. Prospective Bidders Shall Submit Their Duly Filled-up Bidding Documents On The Scheduled Date For The Submission And Receipt Of Bids /bid Opening To The Bac, Pagadian City. The City Government Of Pagadian Reserves The Right To Reject Any And All Bids, Declare A Failure Of Bidding, Or Not Award The Contract At Any Time Prior To Contract Award In Accordance With Section 41 Of Ra9184 And Its Irr, Without Thereby Incurring Any Liability To The Affected Bidder Or Bidders. Ms. Jenny Rose Z. Egama City General Services Officer Bac Chairman Date Posted: January 14, 2025 To January 21, 2025

Details: Description Invitation To Re-bid The Iligan City Government Bids And Awards Committee (bac), Through Special Educational Fund Intend To Apply The Sum Of P 4,830,913.32 Being The Approved Budget For The Contract (abc) To Payments Under The Contract For Three-storey Guidance And Counselling Building, Iligan City National High School (icnhs), Brgy. Mahayahay, Iligan City With Project No. Cb(b)-24-130 (ceo-infra) Re-bid. Bids Received In Excess Of The Abc Shall Be Automatically Rejected At Bid Opening. The Iligan City Government Bids And Awards Committee Now Invites For The Supply And Delivery Of Items Below-stated: Particulars Three-storey Guidance And Counselling Building, Iligan City National High School (icnhs), Brgy. Mahayahay, Iligan City •general Requirements -pennits & Clearances; -installation Of Project Billboard,2 Sets; -occupational Safety & Health Program; •clearing & Grubbing -cutting Of Trees; •earthworks -excavation For Foundation, Tie Beam, Wall-footing , Zocalo, Septic Vault, Concrete Storage, Stairs Foundation & Grease Trap; -backfilling & Compaction For The Slab On Grade; -gravel Bedding For Foundation , Tie Beam, Wall-footing , Slab On Grade, Zocalo, Septic Vault , Concrete Storage, Stairs Foundation & Catch Basin; •concrete Works, Forms & Scaffoldings -concrete Pouring For Foundation , Columns, Tie Beam, 2nd & 3rd Floor Beams, Suspended Slab, Roof Beams , Cantilever Beams, Slab On Grade, Wall-footing (foundation) , Zocalo (foundation) , Septic Vault Flooring (top & Bottom), Concrete Storage (foundation), & Catch Basin Flooring; •masonry Works -installation Of 4" X 8" X 16" Concrete Hollow Blocks (chb) For Wallings At Ground Floor, Balcony (2nd Floor) , Parapet,wall-footing ,septic Vault, Catch Basin, Concrete Storage & Zocalo, W/plaster Finish,& Smooth On Expose Areas; -using 10mmø X 6m Deformed Steel Bars Wf#.16 G.i Tie Wire; And Vertical Spaced @600mm O.c & For Horizontal, Every @3rd Layer; •steel Reinforcement -using 10mmø, 12mmø, 16mmø & 20mmø Deformed Steel Bars Wf#.16 G.i Tie Wire; •paint Works & Finishes; -skim Coating Only For All Wallings At Ground Floor Only; •steel Works -fabrication & Installation Of 50mm X 50mm X 6mm Thk., 38mm X 38mm X 6mm Thk., 38mm X 38mm X 4.smm Thk ., 25mm X 25mm X 4.smm Thk., 25mm X 25mm X 2mm Thk. Angle Bar,25mm X 25mm X 3/16" Thk. Angle Bar, 25mm X 3/16" Thk. Flat Bar. 2" X 4" X 1.smm Thk. C-purtins W/ 10mmø Dsb Sagrods, 12mmø Turnbuckle & Cross Brace; 10mmø Anchor Bolt,epoxy Primer; -installation Of Stainless Steel Square Tube Railings- Grade 304 For Stairs & Balcony; •tinsmithry Works -installation Of 0.4mm Thk. Colored Roof Long-span Rib Type,0.4mm Thk. Pre-fab End Flashing, 0.4mm Thk. Pre-fab Fascia Cover,& 0.30m X 2.40m X 0.4mm Thk. Pre-fab Colored Gutter Spanish Type W/complete Accessories ; •electrical Works ; -electrical Works At Ground Floor, & Provisions; •plumbing Works; -installation Of Plumbing Fixtures At Ground Floor Only; -installation Of 3"ø Pvc Pipe For Downspout W/ G.i Basket Strainer, Pvc Pipe Clip W/complete Accessories ; -provision Of Pvc & G.i Pipes For 2nd Floor & 3rd Floor Fixtures; I. Permits And Clearance (q = 1.00 Lumpsum) Includes Fire, Brgy. Clearance For Construction Fee, Professional Fee, White Print (a-3)-6 Sets Of Plans. Ii. Construction Safety And Health Program (q = 1.00 Lot) Includes Safety Shoes, Safety Helmet, Safety Gloves, Specialized Ppe, First Aide Kit & Medicines. Iii. Project Billboard (q = 2.00 Set/s) Includes 4' X 8' Tarpaulin Print Billboard, 8' X 8' Tarpaulin Print Billboard, 2"x 2"x 8' Coco Lumber, 2"x 2"x 10' Coco Lumber, 2"x 2"x 14' Coco Lumber, Assorted Sizes C.w Nails. Iv.mobilization & Demobilization (q = 1.00 Lot) V.clearing And Grubbing (q = 1.00 Lot) Vi. Earthworks (q = 147.48 Cu.m) Includes Volume To Be Excavated, Volume To Be Backfilled, Pit Run Soil/earthfill (backfilling Suitable Materials), Gravel Bedding (1-1/2"ø). Vii. Concrete Works, Formworks And Scaffoldings (q = 75.99 Cu.m) Includes Portland Cement, Washed Sand, Washed Gravel, 4' X 8' X 1/4" Thk. Marine Plywood, Assorted Sized Coco Lumber, Assorted Sized C.w Nails. Viii. Masonry Works (q = 284.81 Sq.m) Includes 4" X 8" X 16" Chb, Portland Cement, Washed Sand, 10mm Dia. X 6m Dsb, #16 G.i Tie Wire. Ix.steel Reinforcements (q = 16,429.80 Kgs.) Includes 10mm Dia. X 6m Dsb, 12mm Dia. X 6m Dsb, 16mm Dia. X 6m Dsb, 20mm Dia. X 6m Dsb, #16 G.i Tie Wire. X.steel Works (q = 2,034.40 Kg/s) Includes 50mm X 50mm X 6m X 6mm Thk. Angle Bar- 16pcs, 38mm X 38mm X 6m X 4.smm Thk. Angle Bar- 20pcs, 38mm X 38mm X 6m X 6mm Thk. Angle Bar- 23pcs, 25mm X 25mm X 6m X 4.5mm Thk. Angle Bar- 24pcs, 25mm X 25mm X 6m X 2.0mm Thk. Angle Bar- 7pcs, 1" X 1" X 6m X 3/16" Thk. Angle Bar- 4pcs, 25mm X 6m X 3/16" Thk. Flat Bar- 3pcs, 50mm X 100mm X 6m X 1.5mm Thk. C-purlins- 20pcs, 12mmø X 6mm Plain Bar Cross Brace- 8pcs, 12mmø Turnbuckle, Sagrods-10mmø X 6mm Dsb- 18pcs, 10mmø Anchor Bolt (l-type), Welding Rod (6011), 2" X 3" X 6m X 1.0mm Thk. Stainless Steel Rectangular Tube- Grade 304, 2" X 2" X 6m X 1.0mm Thk. Stainless Steel Rectangular Tube- Grade 304, Stainless Welding Rod (1.60mm), Epoxy Primer, 4" Paint Brush, 4"ø Cutting Disc, 4"ø Grinding Disc, Assorted Sand Paper. Xi.tinsmithry (q = 80.73 Sq.m) Includes 0.4mm Thk. Colored Roof Long Span Rib Type, Pre-fab Colored End Flashing (0.4mm Thk. X 8'), 0.30m X 2.40m X 0.4mm Thk. Pre-fab Colored Gutter Spanish Type, Pre-fab Colored Fascia Cover (0.4mm Thk. X 8'), Sealant, Teksrew, Blind Rivets (1000pcs/box), Riveter, Aviation Metal Snip Scissor. Xii. Paint Works & Finishes (q = 388.99 Sq.m) Includes Skim Coat, Sand Paper. Xiii. Electrical Works (q = 1.00 Lot) Includes 2.0mm2 Thhn Stranded Copper Wire, 3.5mm2 Thhn Stranded Copper Wire, 8.0mm2 Thhn Stranded Copper Wire, 14.0mm2 Thhn Stranded Copper Wire, 38.0mm2 Thhn Stranded Copper Wire, Pvc Conduit 15mm, Pvc Elbow 15mm, Junction Box 4x4", Utility Box 2x4", Pvc Conduit 20mm, Pvc Elbow 20mm, Emt Conduit 32mm, Emt Coupling 32mm, Service Entrance Cap 32mm, Secondary Rack With 2 Spool, Duplex Convenience Outlet, Airconditioning Outlet, Single Gang Switch With Led Indicator 230v, Two Gang Switch With Led Indicator 230v, Three Gang Switch With Led Indicator 230v, Single Gang Three Way Switch With Led Indicator 230v, Led Panel Light Recessed Round Type 18w (230v), Led Panel Light 30x60 24w (230v Daylight), Led Panel Light 30x30 18w (230v), Circuit Breaker 2 Pole 15at (230v Plug In Type), Circuit Breaker 2 Pole 20at (230v Plug In Type), Circuit Breaker 2 Pole 60at (230v Plug In Type), Electrical Panelboard 10 Holes 8 Branches Plug In Type, Mccb 125 At 2 Pole 230v, Enclosure For 125 At Mccb, Solvent Cement 100cc, Minor Electrical Peripherals. Xiv. Plumbing Works (q = 1.00 Lot) Includes 6" Dia. X 10' Pvc Pipe S-1000, 4" Dia. X 10' Pvc Pipe S-1000, 4" Dia. Pvc Sanitary Tee (s-1000), 4" Dia. Pvc Elbow 1/4 Bend (90 Deg.), 4" Dia. Pvc Elbow 1/8 Bend (45 Deg.), 4" Dia. Pvc Coupling, 4" Dia. Pvc Clean Out W/adapter & Plug, 4" X 2" Dia. Pvc Coupling Reducer, 4" Dia. Pvc Cross Tee, 3" Dia. X 10' Pvc Pipe S-1000, 3" Dia. Pvc Elbow 1/4 Bend (90 Deg.), 3" X 2" Dia. Pvc Coupling Reducer, 3" X 2" Dia. Pvc Wye, 3" Dia. Pvc Elbow 1/8 Bend (45 Deg .), 3" Dia. Pvc Clean Out W/adapter & Plug, 3" Dia. Pvc Sanitary Tee (s-1000), Pvc Pipe Strap/clip, Bolt (54pcs), Nut (54pcs) And Washer (54pcs), 2" Dia. X 10' Pvc Pipe S-1000, 2" Dia. Pvc Tee, 2" Dia. Pvc P-trap, 2" Dia. Stainless P Trap, 2" Dia. Pvc Elbow 1/4 Bend (90 Deg.), Pvc Cement (400cc), 1/2" Dia. X 20' G.i Threaded Pipe Water Supply Line, 1/2" Diam. G.i Threaded Pipe Elbow (90deg.), 1/2" Diam. G.i Threaded Pipe Tee, 1/2" Diam. G.i Threaded Union Patente, G.i Basket Strainer, 4" X 4" Stainless Floor Drain, Water Closet W/complete Fittings/accessories-heavy Duty, Lavatory -heavy Duty, Faucet W/complete Accessories-heavy Duty, Teflon Tape (3/4" X 10m). Approved Budget For The Contract (abc): P 4,830,913.32 Required Bid Security: 2% Of The Abc If Cash, Manager’s Check; Bank Draft/guarantee, Irrevocable Letter Of Credit Confirmed Or Authenticated By A Universal Or Commercial Bank; And 5% Of The Abc If Surety Bond Callable Upon Demand Issued By A Surety Or Insurance Company Duly Certified By The Insurance Commission As Authorized To Issue Such Security Delivery Period Is Within One Hundred Eighty (180) Calendar Days From Receipt Of Notice To Proceed. Bidders Should Have Completed, Within Five (5) Years From The Date Of Submission And Receipt Of Bids, A Contract Similar To The Project. The Description Of An Eligible Bidder Is Contained In The Bidding Documents, Particularly, In Section Ii. Instruction To Bidders. Bidding Will Be Conducted Through Open Competitive Bidding Procedures Using A Non-discretionary “pass/fail” Criterion As Specified In The Implementing Rules And Regulations (irr) Of Republic Act (ra) 9184, Otherwise Known As The “government Procurement Reform Act”. Bidding Is Restricted To Filipino Citizens/sole Proprietorships, Partnerships, Or Organizations With At Least Sixty Percent (60%) Interest Or Outstanding Capital Stock Belonging To Citizens Of The Philippines, And To Citizens Or Organizations Of A Country The Laws Or Regulations Of Which Grant Similar Rights Or Privileges To Filipino Citizens, Pursuant To Ra 5183 And Subject To Commonwealth Act 138. Interested Bidders May Obtain Further Information From Iligan City Government And Inspect The Bidding Documents During Office Hours From 8:00 A.m. – 12:00 P.m. And 1:00 P.m. – 5:00 P.m. At The Office Of The Bids And Awards Committee, Room 205, Left Wing, 2nd Floor, Sp Bldg., Buhanginan Hills, Palao, Iligan City. The Complete Schedule Of Activities Is Listed, As Follows: Activities Schedule 1.issuance Of Bid Documents: December 10, 2024 – January 7, 2025 – 8:00 A.m. At Room 205, Left Wing, 2nd Floor, Sp Bldg., Buhanginan Hills, Palao, Iligan City. 2.pre-bid Conference: December 17, 2024 – 9:30 A.m. At Casimero P. Cabigon Hall, 2nd Floor City Hall Main Bldg., Buhanginan Hills, Pala-o, Iligan City 3.submission Of Bids: January 7, 2025 – 9:30 A.m. At Casimero P. Cabigon Hall, 2nd Floor City Hall Main Bldg., Buhanginan Hills, Pala-o, Iligan City 4.opening Of Bids: January 7, 2025 – 9:30 A.m. At Casimero P. Cabigon Hall, 2nd Floor City Hall Main Bldg., Buhanginan Hills, Pala-o, Iligan City A Complete Set Of Bidding Documents Will Be Available To Prospective Bidders Upon Payment Of A Non-refundable Amount Of P 5,000.00 To The Iligan City Government Cashier, At The Bac Office, Room 205, Left Wing, 2nd Floor, Sp Bldg., Buhanginan Hills, Palao, Iligan City.the Iligan City Government Reserves The Right To Accept Or Reject Any Bid, To Annul The Bidding Process, And To Reject All Bids At Any Time Prior To Contract Award, Without Thereby Incurring Any Liability To The Affected Bidder Or Bidders. Furthermore, The City Government Of Iligan Assumes No Responsibility Whatsoever To Compensate Or Indemnify Bidders For Any Expense Or Loss Incurred In The Preparation And Submission Of The Eligibility Statements And Bids. Approved By: (signed) Darwin J. Manubag, Phd. Bac Chairman Date Of Advertisement/posting: December 10, 2024 Place Of Posting/advertisement: City Hall/ibjt Bulletin Boards, Iligan Official Website, Phil-geps Itb No. 24-130 (ceo-infra)

Details: Description Invitation To Apply For Eligibility And To Bid The Bids & Award Committee Of The Municipality Of Caibiran, Biliran Is Inviting All Interested Bidders On Its Forthcoming Public Bidding For: Project Title : Acquisition Of Vehicle Parts & Accessories For Maintenance Location : Lgu, Caibiran, Biliran Delivery Period : 20 Days Abc : P256,450.00 Source Of Funds : Lce Capital 2025 All Particulars Relative To Eligibility Statement And Screening, Evaluation Of Bids, Post-qualification And Award Of Contract Shall Be Governed By The Pertinent Provision Of R.a 9184 And Its Revised Implementing Rules And Regulations (rirr) Item No. Quantity Unit Item Description 1 1 Pc Accelerator 2 1 Pc Alternator Assembly 3 4 Pcs Battery 25mf Maintenance Free 4 1 Pc Battery 35mf Maintenance Free 5 2 Pcs Battery N70 Maintenance Free 6 4 Set Battery Terminal (positive/negative) Heavy Duty 7 20 Pcs Bolt For Backhoe 8 1 Pc Clutch Lining For Van 9 1 Pc Fuel Filter Primary Heavy 10 1 Pc Fuel Filter Secondary Heavy 11 1 Pc Fuel Filter For Van 12 1 Pc Fuel Filter 13 1 Pc Fuel Filter F5052 14 1 Pc Fuel Water Separator 15 3 Ltr Gasoline Engine Oil Synthetic 16 1 Ltr Gear Oil 90 Synthetic 17 1 Pc Hand Brake Cable 18 1 Set Handtaps 19 2 Pcs Hydraulic Fabricated Hose 20 3 Pail Hydraulic Oil # 10 21 7 Ltr Oil 40 Fully Synthetic 22 1 Pc Oil Filter 23 1 Pc Release Bearing 24 1 Pc Throttle Cable Backhoe 25 6 Pcs Tire 165/65 R13 Apv 26 2 Pcs Transmission Linkage 27 4 Pcs Wheel Cylinder Rubber Cap Advertisement : January 8, 2025 To January 15, 2025 Bid Evaluation : January 17, 2025 (10:00 Am At The Office Of The Bac Chairman, Municipal Hall Caibiran, Biliran) 1. Bidding Will Be Conducted Through Open Competitive Bidding Procedures Using A Non-discretionary “pass/fail” Criterion As Specified In The 2016 Revised Implementing Rules And Regulations (irr) Of Republic Act (ra) 9184, Otherwise Known As The “government Procurement Reform Act”. 2. A Complete Set Of Bidding Documents May Be Acquired By Interested Bidders On January 9, 2025 Until January 16, 2025, Except Holidays & Upon Payment Of The Applicable Fee From The Municipal Treasurer, Pursuant To The Latest Guidelines Issued By The Gppb, In The Amount Of Five Hundred Pesos. [p500.00] 3. It May Also Be Downloaded Free Of Charge From The Website Of The Philippine Government Electronic Procurement System (philgeps) Or To The Associated Components Of The Invitation To Bid Provided That Bidders Shall Pay The Applicable Fee Not Later Than The Submission Of Their Bids 4. Bids Must Be Duly Received Together With Official Receipt (o.r.) Issued By The Mun. Treasurer To The Bac Secretary Or To The Bac Chairman On Or Before January 17, 2025 At 10:00 Am. All Bids Must Be Accompanied By A Bid Security In Any Of The Acceptable Forms And In The Amount Stated In The Itb. 5. Bid Evaluation Shall Be On January 17, 2025 At Exactly 10:00 Am At The Office Of The Bac Chairman, Municipal Hall, Caibiran, Biliran. Bids Will Be Opened In The Presence Of The Bidders’ Representatives Who Choose To Attend At The Address Below. Late Bids Shall Not Be Accepted. 6. The Lgu Caibiran Reserves The Right To Reject Any And All Bids, Declare A Failure Of Bidding, Or Not Award The Contract At Any Time Prior To Contract Award In Accordance With Section 41 Of Ra 9184 And Its Irr, Without Thereby Incurring Any Liability To The Affected Bidder Or Bidders. 7. Checklist Of Eligibility Requirements For Goods Is Hereto Attached: First Envelope (technical Proposal) Note: All Document To Be Submitted To The Bac Must Be Alphabetically Tabbed According To The Technical Proposal (1st Envelope) & Financial Proposal (2nd Envelope) Eligibility Requirements: Class A Documents 1. Philgeps Platinum Registration In Lieu Of Class A Eligibility Documents Under Section 23.1 (a) & 24.1 (a) All Bidders Shall Upload & Maintain In Philgeps A Current & Updated File Of The Following Class A Eligibility Documents: A. Dti/sec/cda Registration B. Mayors Business Permit Or Its Equivalent Documents C. Tax Clearance Per Executive Order 398 Series 2005 As Finally Reviewed & Stamp Approved By The Bir D. Audited Financial Statement 2. Statement Of On-going Contracts 3. Statement Of Single Largest Completed Contract (slcc) 4. Nfcc Computation Of Committed Line Of Credit Class B Documents 1. Jva Or Notarized Statement From The Partners That They Will Enter Into Joint Ventures If Awarded The Contract. 2. Bid Security (form Of Bid Security) 3. Production/delivery Schedule 4. Manpower Requirement 5. After-sales Services/parts, If Applicable 6. Omnibus Sworn Statement In The Prescribed Form Note: Any Missing, Incomplete Or Potentially Insufficient Document In The Above-mentioned Checklist Is A Ground For Outright Rejection Of The Bid. Second Envelope (financial Proposal) 1. Financial Bid Form (include Bid Prices & Bill Of Quantities, As Well As Applicable Price Schedule) 2. Certification If Claiming Preference As Domestic Bidder 3. Other Documents Required In The Bidding Documents Note: Any Missing, Incomplete Or Potentially Insufficient Document In The Above-mentioned Checklist Is A Ground For Outright Rejection Of The Bid 2025philgeps005

Details: Description Republic Of The Philippines Province Of Bukidnon Municipality Of Lantapan Invitation To Bid For Construction/improvement Of Multi-purpose Building At Bul-ogan Barangay Songco (1st Bid) 1. The Local Government Unit Of Lantapan, Through The 20% Local Fund Cy 2025 Intends To Apply The Three Million Eight Hundred Thirty Thousand Three Hundred Thirty-seven Pesos & 71/100 (php 3,830,337.71) Being The Approved Budget For The Contract (abc) To Payments Under The Contract For Construction/improvement Of Multi-purpose Building At Bul-ogan Barangay Songco Ib # 2024-12-090. Bids Received In Excess Of The Abc Shall Be Automatically Rejected At Bid Opening. 2. The Local Government Unit Of Lantapan Now Invites Bids For The Above Procurement Project. Completion Of The Works Required Is 151 Calendar Days. Bidders Should Have Completed A Contract Similar To The Project. The Description Of An Eligible Bidder Is Contained In The Bidding Documents, Particularly, In Section Ii (instructions To Bidders). 3. Bidding Will Be Conducted Through Open Competitive Bidding Procedures Using Non-discretionary “pass/fail” Criterion As Specified In The 2016 Revised Implementing Rules And Regulations (irr) Of Republic Act (ra) No. 9184. 4. Interested Bidders May Obtain Further Information From The Local Government Unit Of Lantapan And Inspect The Bidding Documents At The Address Given Below During Mondays To Fridays From 8:00 A.m. To 5:00 P.m. 5. A Complete Set Of Bidding Documents May Be Acquired By Interested Bidders On December 20, 2024 To January 14, 2025 From The Given Address And Website/s Below And Upon Payment Of The Applicable Fee For The Bidding Documents, Pursuant To The Latest Guidelines Issued By The Gppb, In The Amount Of Five Thousand Pesos (php 5,000.00). The Procuring Entity Shall Allow The Bidder To Present Personally Its Proof Of Payment For The Fees. 6. The Local Government Unit Of Lantapan Will Hold A Pre-bid Conference On January 2, 2025 At 1:00 P.m. At The Municipal Conference Room, Municipal Compound, Poblacion, Lantapan, Bukidnon Which Shall Be Open To Prospective Bidders. 7. Bids Must Be Duly Received By The Bac Secretariat Through Manual Submission At The Bids And Awards Committee Office At Municipal Conference Room, 2nd Floor Of Municipal Building, Municipal Compound, Poblacion, Lantapan, Bukidnon On Or Before 8:45 A.m. (philippine Standard Time) On January 14, 2025. Late Bids Shall Not Be Accepted. 8. All Bids Must Be Accompanied By A Bid Security In Any Of The Acceptable Forms And In The Amount Stated In Itb Clause 16. 9. Bid Opening Shall Be On January 14, 2025 At 9:00 A.m. At The Given Address Below. Bids Will Be Opened In The Presence Of The Bidders’ Representatives Who Choose To Attend The Activity. 10. [insert Such Other Necessary Information Deemed Relevant By The Procuring Entity Such As The Use Of A Back-up Data Or Cloud Storage For Large Files Uploaded For Online Bid Submissions] 11. The Local Government Unit Of Lantapan Reserves The Right To Reject Any And All Bids, Declare A Failure Of Bidding, Or Not Award The Contract At Any Time Prior To Contract Award In Accordance With Sections 35.6 And 41 Of The 2016 Revised Implementing Rules And Regulations (irr) Of Ra No. 9184, Without Thereby Incurring Any Liability To The Affected Bidder Or Bidders. 12. For Further Information, Please Refer To: Jefer Mae B. Macana Bac Secretariat Bac Office, 2/f Municipal Hall Purok 6, Poblacion, Lantapan Bukidnon, Philippines Email Add: Lant.bacsec2024@gmail.com 13. You May Visit The Following Websites: For Downloading Of Bidding Documents: Www.philgeps.gov.ph Date Of Issue: December 20, 2024 Engr. Jessell S. Pacturan, C.e. Bac Chairperson   Bill Of Quantities Reference No. : Ib # 2024-12-090 Name Of Project: Constuction/improvement Of Multi-purpose Building At Bul-ogan Barangay Songco Location: Songco, Lantapan, Bukidnon Abc: Php 3,830,337.71 Item No. Item Description Unit Of Issue Quantity Unit Price Amount 1 Surplus Common Excavation Cu.m 81.50 2 Structure Excavation, Common Soil Cu.m 48.87 3 Embankment Cu.m 69.14 4 Gravil Fill Cu.m 8.34 5 Reinforcing Steel (deformed, Grade 40) Kg 2,961.28 6 Structural Concrete - Class A, 28 Days Cu.m 56.93 7 Non Loadbearing (including Reinforcement) 100mm Sq.m 179.20 8 Cement Plaster Finish Sq.m 79.68 9 Structural Steel (post, Girder, Stiffener, Trusses And Purlins) Kg 9,722.73 10 Metal Structure Accessories (turn Buckle And Anchor Bolts) Pc 92.00 11 Metal Structure Accessories (cross Bracing) Pc 16.00 12 Metal Structure Accessories (steel Plates) Pc 25.00 13 Metal Structure Accessories (sagrods) Pc 208.00 14 Metal Grating Lump Sum 1.00 15 Pre-painted Metal Sheet (dura Curve Rib Type, Long Span) Sq.m 522.72 16 Fabricated Metal Accessory (box Type Gutter And Facial Molding) Ln.m 48.00 17 Form Works & Scaffoldings Bd.ft 1,500.00 18 Painting Works Sq.m 79.68 Total Total Bid Price In Figure: _____________________________________ Total Bid Price In Words: ______________________________________________ Prepared And Submitted By: ____________________________________________