Cable Tenders

Details: Subject: Request for quotation "waltz night 2025" sound Dear Sir or Madam, We request that you submit a quotation by February 10, 2025 for the production below. The components and system technicians offered must be named, a sound system concept and the system technician's references must also be submitted. "Waltz Night 2025 - With the Philharmonic Orchestra of the Cottbus State Theater and Soloists", Altmarkt Cottbus - 03046 Cottbus Job: Provision and maintenance of a cardioid sound system Set-up: July 4th, 2025 Rehearsal: July 5th, 2025, approx. 2 p.m. 1st day of the event: July 5th, 2025, start: 6 p.m. 2nd day of the event: July 6th, 2025 Dismantling: July 7th, 2025 Components to be supplied: 01 - Main sound system: - 01x Cardioid line array sound system (l/r) including subwoofer, with controlled radiation behavior and high rear damping (cardioid), which provides the listening area with sound evenly and at a high volume level (at least 110db over the entire frequency range) - sound depth = 38 Meter - Max. point load per suspension point: 500kg - Incl. electric chain hoists and accessories 02 - Side sound system: - 02x Cardioid line array sound system (2x mono) incl. subwoofer, with controlled radiation behavior and high rear damping (cardioid), which covers the listening area evenly and with a high volume level (min. 110db over the entire frequency range) - Sound depth = 75 meters and 50 meters - Max. point load per hanging point 500kg - Incl. electric chain hoists and accessories 03 - Near field sound system - Left, front, right: - Point sound sources (2 x 10"/8"/1.4" drivers) around the stage, partly on stands, partly on the subs - Number approx. 10 pieces 04 - Stage sound system 04x stage monitor 10" coaxial controlled in four ways 05 - Wiring Foh - stage 04x Cat6 cable, length 100m incl. system amplifiers and complete system wiring, power distribution, assembly, dismantling, commissioning and transport 06 - Personnel - Personnel for complete assembly and dismantling of the hired personnel - 1x experienced system technician in dealing with classical music to set up and look after the sound system during the 1st day of the event - 01x sound technician to look after the sound system on the 2nd day of the event - The travel, accommodation and food costs are to be priced in the offer

Details: Description Republic Of The Philippines Department Of Justice Bureau Of Corrections Muntinlupa City Philippine Bidding Documents Design And Build Of Bureau Of Corrections Supermaximum Prison Facility (2nd Phase) At Sablayan Prison And Penal Farm (sppf) (procurement/contract No. 009) Sixth Edition July 2020 Bids And Awards Committee 202 Table Of Contents Section I. Invitation To Bid 3 Section Ii. Instructions To Bidders 6 Section Iii. Bid Data Sheet 13 Section Iv. General Conditions Of Contract 19 Section V. Special Conditions Of Contract 24 Section Vi. Specifications 26 Section Vii. Drawings 59 Section Viii. Bill Of Quantities 60 Section Ix. Checklist Of Technical And Financial Documents 61 Section I. Invitation To Bid Republic Of The Philippines Department Of Justice Bureau Of Corrections Muntinlupa City Invitation To Bid Design And Build Of Bureau Of Corrections Supermaximum Prison Facility (2nd Phase) At Sablayan Prison And Penal Farm (sppf) 1. The Bureau Of Corrections, Through The National Expenditure Program (nep) Of 2025 Capital Outlay, Intends To Apply The Sum Of Three Hundred Million Pesos Only (₱300,000,000.00) Being The Approved Budget For The Contract (abc) To Payments Under The Contract For The Design And Build Of Bureau Of Corrections Supermaximum Prison Facility (2nd Phase) At Sablayan Prison And Penal Farm (sppf) With Identification Number _epa-009__. Bids Received In Excess Of The Abc Shall Be Automatically Rejected At Bid Opening. 2. The Bureau Of Corrections Now Invites Bids For Provision Of A Detailed Preliminary Architectural And Engineering Design, Detailed Engineering Requirements And Actual Construction Of The Bureau Of Corrections Super Maximum Security Facility, Based On The Final Detailed Architectural And Engineering Design, To Be Approved By The Head Of Procuring Entity Or Its Duly Authorized Representative Conformably With The Minimum Standards Set Forth In The (1) Presidential Decree (pd) No. 1096, National Building Code Of The Philippines (2) Batas Pambansa (bp)blg. 344, An Act To Enhance The Mobility Of Disabled Persons By Requiring Certain Public Buildings, Institutions, Establishments And Public Utilities To Install Facilities And Other Devices (3) National Structural Code Of The Philippines (nscp), Volume I, 2010 (4) Philippine Electrical Code (pec), 2009 (5) Revised Plumbing Code Of The Philippines (6) Revised Irr Of Ra 10575 (7) Republic Act (ra) No. 9514, Revised Fire Code Of The Philippines And (8) Applicable Local Regulations And Ordinances. Completion Of The Works Is Required Within Three Hundred Sixty-five (365) Calendar Days. Bidders Should Have Completed A Contract Similar To The Project Amounting To At Least Fifty Percent (50%) Of The Abc Within The Last Six (6) Years. 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 9184 (ra 9184), Otherwise Known As The “government Procurement Reform Act.” 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 Bureau Of Corrections And Inspect The Bidding Documents At The Address Given Below From Monday To Friday From 8:00am To 5:00pm. 5. A Complete Set Of Bidding Documents May Be Acquired By Interested Bidders On _december 28, 2024 (08:00am To 05:00pm) To January 20, 2025 (01:29 Pm)_____ From The Given Address And Website(s) Below. It May Also Be Downloaded Free Of Charge From The Website Of The Philippine Government Electronic Procurement System (philgeps) And The Website Of The Procuring Entity Bucor.gov.ph, Provided That Bidders Shall Pay The Applicable Fee Of Fifty Thousand (₱50,000.00) Pesos Only For The Bidding Documents Not Later Than The Submission Of Their Bids. The Procuring Entity Shall Allow The Bidder To Present Its Proof Of Payment For The Fees In Person Or By Facsimile. 6. The Bureau Of Corrections Will Hold A Pre-bid Conference On _january 06, 2025 (01:30pm)__ At Bac Conference Room Nbp Reservation Muntinlupa City, 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 __january 20, 2025 (01:30pm)_____. 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 15. 9. Bid Opening Shall Be On __january 20, 2025 (01:30pm)____ At The Bac Conference Room Nbp Reservation Muntinlupa City. Bids Will Be Opened In The Presence Of The Bidders’ Representatives Who Choose To Attend The Activity. 10. The Bureau Of Corrections 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: Ma. Adoracion I. Viñas Office Of The Bac Secretariat Supply Office, Bureau Of Corrections, Muntinlupa City Tel # 02-8809-8587/02-8478-0907 Bacsec2022@gmail.com 12. You May Visit The Following Websites: For Downloading Of Bidding Documents: Bucor.gov.ph Date Of Issue: _______________ Ccsupt Celso S Bravo Chairperson, Bids And Awards Committee Section Ii. Instructions To Bidders 1. Scope Of Bid The Procuring Entity, Bureau Of Corrections Invites Bids For The Design And Build Of Bureau Of Corrections Supermaximum Prison Facility (2nd Phase) At Sablayan Prison And Penal Farm (sppf), With Project Identification Number__________________. [note: The Project Identification Number Is Assigned By The Procuring Entity Based On Its Own Coding Scheme And Is Not The Same As The Philgeps Reference Number, Which Is Generated After The Posting Of The Bid Opportunity On The Philgeps Website.] The Procurement Project Design And Build Of Bureau Of Corrections Supermaximum Prison Facility (2nd Phase) At Sablayan Prison And Penal Farm (sppf) Is For The Construction Of Works, As Described In Section Vi (specifications). 2. Funding Information 2.1. The Gop Through The Source Of Funding As Indicated Below For 2025 In The Amount Of Three Hundred Million Pesos Only (₱300,000,000.00). 2.2. The Source Of Funding Is: Nga, The National Expenditure Program 3. Bidding Requirements The Bidding For The Project Shall Be Governed By All The Provisions Of Ra No. 9184 And Its 2016 Revised Irr, Including Its Generic Procurement Manual And Associated Policies, Rules And Regulations As The Primary Source Thereof, While The Herein Clauses Shall Serve As The Secondary Source Thereof. Any Amendments Made To The Irr And Other Gppb Issuances Shall Be Applicable Only To The Ongoing Posting, Advertisement, Or Invitation To Bid By The Bac Through The Issuance Of A Supplemental Or Bid Bulletin. The Bidder, By The Act Of Submitting Its Bid, Shall Be Deemed To Have Inspected The Site, Determined The General Characteristics Of The Contracted Works And The Conditions For This Project, Such As The Location And The Nature Of The Work; (b) Climatic Conditions; (c) Transportation Facilities; (c) Nature And Condition Of The Terrain, Geological Conditions At The Site Communication Facilities, Requirements, Location And Availability Of Construction Aggregates And Other Materials, Labor, Water, Electric Power And Access Roads; And (d) Other Factors That May Affect The Cost, Duration And Execution Or Implementation Of The Contract, Project, Or Work And Examine All Instructions, Forms, Terms, And Project Requirements In The Bidding Documents. 4. Corrupt, Fraudulent, Collusive, Coercive, And Obstructive Practices The Procuring Entity, As Well As The Bidders And Contractors, Shall Observe The Highest Standard Of Ethics During The Procurement And Execution Of The Contract. They Or Through An Agent Shall Not Engage In Corrupt, Fraudulent, Collusive, Coercive, And Obstructive Practices Defined Under Annex “i” Of The 2016 Revised Irr Of Ra No. 9184 Or Other Integrity Violations In Competing For The Project. 5. Eligible Bidders 5.1. Only Bids Of Bidders Found To Be Legally, Technically, And Financially Capable Will Be Evaluated. 5.2. The Bidder Must Have An Experience Of Having Completed A Single Largest Completed Contract (slcc) That Is Similar To This Project, Equivalent To At Least Fifty Percent (50%) Of The Abc Adjusted, If Necessary, By The Bidder To Current Prices Using The Psa’s Cpi, Except Under Conditions Provided For In Section 23.4.2.4 Of The 2016 Revised Irr Of Ra No. 9184. A Contract Is Considered To Be “similar” To The Contract To Be Bid If It Has The Major Categories Of Work Stated In The Bds. 5.3. For Foreign-funded Procurement, The Procuring Entity And The Foreign Government/foreign Or International Financing Institution May Agree On Another Track Record Requirement, As Specified In The Bidding Document Prepared For This Purpose. 5.4. The Bidders Shall Comply With The Eligibility Criteria Under Section 23.4.2 Of The 2016 Irr Of Ra No. 9184. 6. Origin Of Associated Goods There Is No Restriction On The Origin Of Goods Other Than Those Prohibited By A Decision Of The Un Security Council Taken Under Chapter Vii Of The Charter Of The Un. 7. Subcontracts 7.1. The Bidder May Subcontract Portions Of The Project To The Extent Allowed By The Procuring Entity As Stated Herein, But In No Case More Than Fifty Percent (50%) Of The Project. The Procuring Entity Has Prescribed That: A. Subcontracting Is Not Allowed. 7.1. [if Procuring Entity Has Determined That Subcontracting Is Allowed During The Bidding, State:] The Bidder Must Submit Together With Its Bid The Documentary Requirements Of The Subcontractor(s) Complying With The Eligibility Criteria Stated In Itb Clause 5 In Accordance With Section 23.4 Of The 2016 Revised Irr Of Ra No. 9184 Pursuant To Section 23.1 Thereof. 7.2. [if Subcontracting Is Allowed During The Contract Implementation Stage, State:] The Supplier May Identify Its Subcontractor During The Contract Implementation Stage. Subcontractors Identified During The Bidding May Be Changed During The Implementation Of This Contract. Subcontractors Must Submit The Documentary Requirements Under Section 23.1 Of The 2016 Revised Irr Of Ra No. 9184 And Comply With The Eligibility Criteria Specified In Itb Clause 5 To The Implementing Or End-user Unit. 7.3. Subcontracting Of Any Portion Of The Project Does Not Relieve The Contractor Of Any Liability Or Obligation Under The Contract. The Supplier Will Be Responsible For The Acts, Defaults, And Negligence Of Any Subcontractor, Its Agents, Servants, Or Workmen As Fully As If These Were The Contractor’s Own Acts, Defaults, Or Negligence, Or Those Of Its Agents, Servants, Or Workmen. 8. Pre-bid Conference The Procuring Entity Will Hold A Pre-bid Conference For This Project On The Specified Date And Time And Either At Its Physical Address At Bac Conference Room Nbp Reservation Muntinlupa City And/or Through Videoconferencing/webcasting} As Indicated In Paragraph 6 Of The Ib. 9. Clarification And Amendment Of Bidding Documents Prospective Bidders May Request For Clarification On And/or Interpretation Of Any Part Of The Bidding Documents. Such Requests Must Be In Writing And Received By The Procuring Entity, Either At Its Given Address Or Through Electronic Mail Indicated In The Ib, At Least Ten (10) Calendar Days Before The Deadline Set For The Submission And Receipt Of Bids. 10. Documents Comprising The Bid: Eligibility And Technical Components 10.1. The First Envelope Shall Contain The Eligibility And Technical Documents Of The Bid As Specified In Section Ix. Checklist Of Technical And Financial Documents. 10.2. If The Eligibility Requirements Or Statements, The Bids, And All Other Documents For Submission To The Bac Are In Foreign Language Other Than English, It Must Be Accompanied By A Translation In English, Which Shall Be Authenticated By The Appropriate Philippine Foreign Service Establishment, Post, Or The Equivalent Office Having Jurisdiction Over The Foreign Bidder’s Affairs In The Philippines. For Contracting Parties To The Apostille Convention, Only The Translated Documents Shall Be Authenticated Through An Apostille Pursuant To Gppb Resolution No. 13-2019 Dated 23 May 2019. The English Translation Shall Govern, For Purposes Of Interpretation Of The Bid. 10.3. A Valid Pcab License Is Required, And In Case Of Joint Ventures, A Valid Special Pcab License, And Registration For The Type And Cost Of The Contract For This Project. Any Additional Type Of Contractor License Or Permit Shall Be Indicated In The Bds. 10.4. A List Of Contractor’s Key Personnel (e.g., Project Manager, Project Engineers, Materials Engineers, And Foremen) Assigned To The Contract To Be Bid, With Their Complete Qualification And Experience Data Shall Be Provided. These Key Personnel Must Meet The Required Minimum Years Of Experience Set In The Bds. 10.5. A List Of Contractor’s Major Equipment Units, Which Are Owned, Leased, And/or Under Purchase Agreements, Supported By Proof Of Ownership, Certification Of Availability Of Equipment From The Equipment Lessor/vendor For The Duration Of The Project, As The Case May Be, Must Meet The Minimum Requirements For The Contract Set In The Bds. 11. Documents Comprising The Bid: Financial Component 11.1. The Second Bid Envelope Shall Contain The Financial Documents For The Bid As Specified In Section Ix. Checklist Of Technical And Financial Documents. 11.2. Any Bid Exceeding The Abc Indicated In Paragraph 1 Of The Ib Shall Not Be Accepted. 11.3. For Foreign-funded Procurement, A Ceiling May Be Applied To Bid Prices Provided The Conditions Are Met Under Section 31.2 Of The 2016 Revised Irr Of Ra No. 9184. 12. Alternative Bids Bidders Shall Submit Offers That Comply With The Requirements Of The Bidding Documents, Including The Basic Technical Design As Indicated In The Drawings And Specifications. Unless There Is A Value Engineering Clause In The Bds, Alternative Bids Shall Not Be Accepted. 13. Bid Prices All Bid Prices For The Given Scope Of Work In The Project As Awarded Shall Be Considered As Fixed Prices, And Therefore Not Subject To Price Escalation During Contract Implementation, Except Under Extraordinary Circumstances As Determined By The Neda And Approved By The Gppb Pursuant To The Revised Guidelines For Contract Price Escalation Guidelines. 14. Bid And Payment Currencies 14.1. Bid Prices May Be Quoted In The Local Currency Or Tradable Currency Accepted By The Bsp At The Discretion Of The Bidder. However, For Purposes Of Bid Evaluation, Bids Denominated In Foreign Currencies Shall Be Converted To Philippine Currency Based On The Exchange Rate As Published In The Bsp Reference Rate Bulletin On The Day Of The Bid Opening. 14.2. Payment Of The Contract Price Shall Be Made In: A. Philippine Pesos. 15. Bid Security 15.1. The Bidder Shall Submit A Bid Securing Declaration Or Any Form Of Bid Security In The Amount Indicated In The Bds, Which Shall Be Not Less Than The Percentage Of The Abc In Accordance With The Schedule In The Bds. 15.2. The Bid And Bid Security Shall Be Valid Until One Hundred Twenty (120) Calendar Days. Any Bid Not Accompanied By An Acceptable Bid Security Shall Be Rejected By The Procuring Entity As Non-responsive. 16. Sealing And Marking Of Bids Each Bidder Shall Submit One Copy Of The First And Second Components Of Its Bid. The Procuring Entity May Request Additional Hard Copies And/or Electronic Copies Of The Bid. However, Failure Of The Bidders To Comply With The Said Request Shall Not Be A Ground For Disqualification. If The Procuring Entity Allows The Submission Of Bids Through Online Submission To The Given Website Or Any Other Electronic Means, The Bidder Shall Submit An Electronic Copy Of Its Bid, Which Must Be Digitally Signed. An Electronic Copy That Cannot Be Opened Or Is Corrupted Shall Be Considered Non-responsive And, Thus, Automatically Disqualified. 17. Deadline For Submission Of Bids The Bidders Shall Submit On The Specified Date And Time And Either At Its Physical Address Or Through Online Submission As Indicated In Paragraph 7 Of The Ib. 18. Opening And Preliminary Examination Of Bids 18.1. The Bac Shall Open The Bids In Public At The Time, On The Date, And At The Place Specified In Paragraph 9 Of The Ib. The Bidders’ Representatives Who Are Present Shall Sign A Register Evidencing Their Attendance. In Case Videoconferencing, Webcasting Or Other Similar Technologies Will Be Used, Attendance Of Participants Shall Likewise Be Recorded By The Bac Secretariat. In Case The Bids Cannot Be Opened As Scheduled Due To Justifiable Reasons, The Rescheduling Requirements Under Section 29 Of The 2016 Revised Irr Of Ra No. 9184 Shall Prevail. 18.2. The Preliminary Examination Of Bids Shall Be Governed By Section 30 Of The 2016 Revised Irr Of Ra No. 9184. 19. Detailed Evaluation And Comparison Of Bids 19.1. The Procuring Entity’s Bac Shall Immediately Conduct A Detailed Evaluation Of All Bids Rated “passed” Using Non-discretionary Pass/fail Criteria. The Bac Shall Consider The Conditions In The Evaluation Of Bids Under Section 32.2 Of 2016 Revised Irr Of Ra No. 9184. 19.2. If The Project Allows Partial Bids, All Bids And Combinations Of Bids As Indicated In The Bds Shall Be Received By The Same Deadline And Opened And Evaluated Simultaneously So As To Determine The Bid Or Combination Of Bids Offering The Lowest Calculated Cost To The Procuring Entity. Bid Security As Required By Itb Clause 16 Shall Be Submitted For Each Contract (lot) Separately. 19.3. In All Cases, The Nfcc Computation Pursuant To Section 23.4.2.6 Of The 2016 Revised Irr Of Ra No. 9184 Must Be Sufficient For The Total Of The Abcs For All The Lots Participated In By The Prospective Bidder. 20. Post Qualification Within A Non-extendible Period Of Five (5) Calendar Days From Receipt By The Bidder Of The Notice From The Bac That It Submitted The Lowest Calculated Bid, The Bidder Shall Submit Its Latest Income And Business Tax Returns Filed And Paid Through The Bir Electronic Filing And Payment System (efps), And Other Appropriate Licenses And Permits Required By Law And Stated In The Bds. 21. Signing Of The Contract The Documents Required In Section 37.2 Of The 2016 Revised Irr Of Ra No. 9184 Shall Form Part Of The Contract. Additional Contract Documents Are Indicated In The Bds. Section Iii. Bid Data Sheet Bid Data Sheet Itb Clause 5.2 For This Purpose, Contracts Similar To The Project Refer To Contracts Which Have The Same Major Categories Of Work, Which Shall Be: Architectural, Engineering Design, Detailed Engineering Requirements And Construction Of Building With Concreting Works. 7.1 Subcontracting Is Not Allowed 10.3 A Valid Pcab License Is Required, And In Case Of Joint Ventures, A Valid Special Pcab License, And Registration For The Type And Cost Of The Contract For This Project. 10.4 The Key Personnel Must Meet The Required Minimum Years Of Experience Set Below: For Design Personnel: Key Personnel General Experience Relevant Experience Principal Architect The Principal Architect Must Be Duly-licensed With At Least Ten (10) Years’ Experience Experience In The Design Of Residential, Government Offices Or Institutional Facilities, And Shall Preferably Be Knowledgeable In The Application Of Rapid Construction Technologies. Structural Engineer The Structural Engineer Must Be A Duly-licensed Civil Engineer With At Least Ten (10) Years’ Experience. Experience In Structural Design And Shall Preferably Be Knowledgeable In The Application Of Rapid Construction Technologies. Professional Electrical Engineer The Electrical Engineer Must Be A Registered Professional Electrical Engineer With At Least Five (5) Years’ Experience. Experience In The Design Of Lighting, Power Distribution, Communication Systems (specifically Structured And Local Area Network Cabling, Pabx), Building Management Systems And Preferably Knowledgeable In Developments In Emergent Efficient Lighting Technologies And Energy Management. Professional Mechanical Engineer The Mechanical Engineer Must Be A Professional Mechanical Engineer With At Least Five (5) Years’ Experience. Experience In Hvac And Fire Protection Systems And Preferably Knowledgeable In Emergent, Alternative Energy- Efficient Hvac Technologies. Electronics And Communications Engineer The Electronics And Communications Engineer Must Be Duly-licensed With At Least Five (5) Years’ Experience. Experience In The Design Of Communications Systems, And Preferably Knowledgeable In The Application Of Building Automation And Surveillance Systems. Sanitary Engineer The Sanitary Engineer Must Be Duly-licensed With At Least Five (5) Years’ Experience. Experience In The Design Of Building Water Supply And Distribution, Plumbing, And Preferably Knowledgeable In Waste Water Management/treatment, And Emergent, Alternative Effluent Collection And Treatment System. The Design & Build Contractor May, As Needed And At Its Own Expense, Add Additional Professionals And/or Support Personnel For The Optimal Performance Of All Architectural And Engineering Design Services, As Stipulated In These Terms Of Reference, For The Project. Prospective Bidders Shall Attach Each Individual’s Resume And Prc License Of The (professional) Staff. Design Personnel May Also Be Utilized For The Construction Phase Provided That The Same Meet The Minimum Number Of Years Of Experience In The Construction Of Similar Projects. For Construction Personnel: Key Personnel General Experience Relevant Experience Project Manager The Project Manager Shall Be A Licensed Architect Or Engineer With At Least Eight (8) Years Relevant Experience. Relevant Experience On Similar And Comparable Projects In Different Locations. The Project Manager Should Have A Proven Record Or Managerial Capability Through The Directing/managing Of Major Civil Engineering Works, Including Projects Of A Similar Magnitude. Project Architect/engineer The Project Architect/engineer Shall Be A Licensed Architect Or Engineer With At Least Five (5) Years’ Experience. Experience In Similar And Comparable Projects And Shall Preferably Be Knowledgeable In The Application Of Rapid Construction Technologies. Materials Engineer (m.e. I) The Materials Engineer Must Be Duly Accredited With The Dpwh And With At Least Five (5) Years’ Experience. Experience In Similar And Comparable Projects And Shall Preferably Be Knowledgeable In The Application Of Rapid Construction Technologies. Electrical Engineer The Electrical Engineer Must Be Duly-licensed With At Least Five (5) Years’ Experience. Experience In Similar And Comparable Projects In The Installation Of Lighting, Power Distribution, Communication Systems (specifically Structured And Local Area Network Cabling, Pabx), Building Management Systems. Mechanical Engineer The Mechanical Engineer Must Be Duly-licensed With At Least Five (5) Years’ Experience. Experience In Similar And Comparable Projects In The Installation Of Hvac And Fire Protection. Sanitary Engineer The Sanitary Engineer Must Be Duly-licensed With At Least Five (5) Years’ Experience. Experience In Similar And Comparable Projects In The Installation Of Building Water Supply And Distribution, Plumbing. Foreman The Foreman Must Have At Least Five (5) Years’ Experience. Experience In Similar And Comparable Projects And Shall Preferably Be Knowledgeable In The Application Of Rapid Construction Technologies. Safety Officer The Sanitary Officer Must Have At Least Two (2) Years’ Experience. Must Be An Accredited Safety Practitioner By The Department Of Labor And Employment (dole) And Must Have Undergone The Prescribed Forty (40) Hour Construction Safety And Health Training (cosh) 10.5 The Minimum Major Equipment Requirements Are The Following: Equipment Capacity Number Of Units Backhoe At Least 38hp With 0.055 To 0.160 M3 Bucket Capacity 1 Pay Loader At Least 2.5 To 9.5 M3 Bucket Capacity 1 Dump Truck At Least 10 Cu.m. 2 Generator 50kva 1 Concrete Mixers 1 Bagger 4 Welding Machines 300amp Heavy Duty 4 Submersible Dredging Pump At Least 1hp And 2” Output 1 Prospective Bidders Shall Attach The List Of Contractor’s Major Equipment Units, Which Are Owned, Leased, And/or Under Purchase Agreements, Supported By Proof Of Ownership, Certification Of Availability Of Equipment From The Equipment Lessor/vendor For The Duration Of The Project, As The Case May Be. 12 No Further Instructions. 15.1 The Bid Security Shall Be In The Form Of A Bid Securing Declaration Or Any Of The Following Forms And Amounts: A. The Amount Of Not Less Than 2% Of The Abc, If Bid Security Is In Cash, Cashier’s/manager’s Check, Bank Draft/guarantee Or Irrevocable Letter Of Credit; B. The Amount Of Not Less Than 5% Of The Abc, If Bid Security Is In Surety Bond. 19.2 No Further Instructions. 20 Within A Non-extendible Period Of Five (5) Calendar Days From Receipt By The Bidder Of The Notice From The Bac That It Submitted The Lowest Calculated Bid, The Bidder Shall Submit Its; 1. Latest Income And Business Tax Returns Filed And Paid Through The Bir Electronic Filing And Payment System (efps) 2. Supporting Documents For The Slcc (notice Of Award And/or Notice To Proceed And Project Owner’s Certificate Of Final Acceptance Issued By The Owner Other Than The Contractor Or The Constructors Performance Evaluation System (cpes) Final Rating, Which Must Be At Least Satisfactory. In Case Of Contracts With The Private Sector, An Equivalent Document Shall Be Submitted) 3. Certified True Copy Coming From The Issuing Agency Of Valid And Current Registration Certificate (sec Certificate Of Registration For Corporation Or Dti Certificate Of Registration For Sole Proprietorship Or Cda Certificate Of Registration For Cooperative) 4. Valid And Current Mayor’s Or Business Permit 5. Valid And Current Tax Clearance 6. Valid And Current Pcab License And Registration 7. Audited Financial Statement 8. Three (3) Sets Photocopy Of Eligibility And Financial Envelope Duly Marked As “copy No.1”, “copy No.2” And “copy No.3” 21 No Further Instructions. Section Iv. General Conditions Of Contract 1. Scope Of Contract This Contract Shall Include All Such Items, Although Not Specifically Mentioned, That Can Be Reasonably Inferred As Being Required For Its Completion As If Such Items Were Expressly Mentioned Herein. All The Provisions Of Ra No. 9184 And Its 2016 Revised Irr, Including The Generic Procurement Manual, And Associated Issuances, Constitute The Primary Source For The Terms And Conditions Of The Contract, And Thus, Applicable In Contract Implementation. Herein Clauses Shall Serve As The Secondary Source For The Terms And Conditions Of The Contract. This Is Without Prejudice To Sections 74.1 And 74.2 Of The 2016 Revised Irr Of Ra No. 9184 Allowing The Gppb To Amend The Irr, Which Shall Be Applied To All Procurement Activities, The Advertisement, Posting, Or Invitation Of Which Were Issued After The Effectivity Of The Said Amendment. 2. Sectional Completion Of Works If Sectional Completion Is Specified In The Special Conditions Of Contract (scc), References In The Conditions Of Contract To The Works, The Completion Date, And The Intended Completion Date Shall Apply To Any Section Of The Works (other Than References To The Completion Date And Intended Completion Date For The Whole Of The Works). 3. Possession Of Site 3.1 The Procuring Entity Shall Give Possession Of All Or Parts Of The Site To The Contractor Based On The Schedule Of Delivery Indicated In The Scc, Which Corresponds To The Execution Of The Works. If The Contractor Suffers Delay Or Incurs Cost From Failure On The Part Of The Procuring Entity To Give Possession In Accordance With The Terms Of This Clause, The Procuring Entity’s Representative Shall Give The Contractor A Contract Time Extension And Certify Such Sum As Fair To Cover The Cost Incurred, Which Sum Shall Be Paid By Procuring Entity. 3.2 If Possession Of A Portion Is Not Given By The Above Date, The Procuring Entity Will Be Deemed To Have Delayed The Start Of The Relevant Activities. The Resulting Adjustments In Contract Time To Address Such Delay May Be Addressed Through Contract Extension Provided Under Annex “e” Of The 2016 Revised Irr Of Ra No. 9184. 4. The Contractor’s Obligations The Contractor Shall Employ The Key Personnel Named In The Schedule Of Key Personnel Indicating Their Designation, In Accordance With Itb Clause 10.3 And Specified In The Bds, To Carry Out The Supervision Of The Works. The Procuring Entity Will Approve Any Proposed Replacement Of Key Personnel Only If Their Relevant Qualifications And Abilities Are Equal To Or Better Than Those Of The Personnel Listed In The Schedule. 5. Performance Security 5.1. Within Ten (10) Calendar Days From Receipt Of The Notice Of Award From The Procuring Entity But In No Case Later Than The Signing Of The Contract By Both Parties, The Successful Bidder Shall Furnish The Performance Security In Any Of The Forms Prescribed In Section 39 Of The 2016 Revised Irr. 5.2. The Contractor, By Entering Into The Contract With The Procuring Entity, Acknowledges The Right Of The Procuring Entity To Institute Action Pursuant To Ra No. 3688 Against Any Subcontractor Be They An Individual, Firm, Partnership, Corporation, Or Association Supplying The Contractor With Labor, Materials And/or Equipment For The Performance Of This Contract. 6. Site Investigation Reports The Contractor, In Preparing The Bid, Shall Rely On Any Site Investigation Reports Referred To In The Scc Supplemented By Any Information Obtained By The Contractor. 7. Warranty 7.1. In Case The Contractor Fails To Undertake The Repair Works Under Section 62.2.2 Of The 2016 Revised Irr, The Procuring Entity Shall Forfeit Its Performance Security, Subject Its Property (ies) To Attachment Or Garnishment Proceedings, And Perpetually Disqualify It From Participating In Any Public Bidding. All Payables Of The Gop In His Favor Shall Be Offset To Recover The Costs. 7.2. The Warranty Against Structural Defects/failures, Except That Occasioned-on Force Majeure, Shall Cover The Period From The Date Of Issuance Of The Certificate Of Final Acceptance By The Procuring Entity. Specific Duration Of The Warranty Is Found In The Scc. 8. Liability Of The Contractor Subject To Additional Provisions, If Any, Set Forth In The Scc, The Contractor’s Liability Under This Contract Shall Be As Provided By The Laws Of The Republic Of The Philippines. If The Contractor Is A Joint Venture, All Partners To The Joint Venture Shall Be Jointly And Severally Liable To The Procuring Entity. 9. Termination For Other Causes Contract Termination Shall Be Initiated In Case It Is Determined Prima Facie By The Procuring Entity That The Contractor Has Engaged, Before, Or During The Implementation Of The Contract, In Unlawful Deeds And Behaviors Relative To Contract Acquisition And Implementation, Such As, But Not Limited To Corrupt, Fraudulent, Collusive, Coercive, And Obstructive Practices As Stated In Itb Clause 4. 10. Dayworks Subject To The Guidelines On Variation Order In Annex “e” Of The 2016 Revised Irr Of Ra No. 9184, And If Applicable As Indicated In The Scc, The Dayworks Rates In The Contractor’s Bid Shall Be Used For Small Additional Amounts Of Work Only When The Procuring Entity’s Representative Has Given Written Instructions In Advance For Additional Work To Be Paid For In That Way. 11. Program Of Work 11.1. The Contractor Shall Submit To The Procuring Entity’s Representative For Approval The Said Program Of Work Showing The General Methods, Arrangements, Order, And Timing For All The Activities In The Works. The Submissions Of The Program Of Work Are Indicated In The Scc. 11.2. The Contractor Shall Submit To The Procuring Entity’s Representative For Approval An Updated Program Of Work At Intervals No Longer Than The Period Stated In The Scc. If The Contractor Does Not Submit An Updated Program Of Work Within This Period, The Procuring Entity’s Representative May Withhold The Amount Stated In The Scc From The Next Payment Certificate And Continue To Withhold This Amount Until The Next Payment After The Date On Which The Overdue Program Of Work Has Been Submitted. 12. Instructions, Inspections And Audits The Contractor Shall Permit The Gop Or The Procuring Entity To Inspect The Contractor’s Accounts And Records Relating To The Performance Of The Contractor And To Have Them Audited By Auditors Of The Gop Or The Procuring Entity, As May Be Required. 13. Advance Payment The Procuring Entity Shall, Upon A Written Request Of The Contractor Which Shall Be Submitted As A Contract Document, Make An Advance Payment To The Contractor In An Amount Not Exceeding Fifteen Percent (15%) Of The Total Contract Price, To Be Made In Lump Sum, Or At The Most Two Installments According To A Schedule Specified In The Scc, Subject To The Requirements In Annex “e” Of The 2016 Revised Irr Of Ra No. 9184. 14. Progress Payments The Contractor May Submit A Request For Payment For Work Accomplished. Such Requests For Payment Shall Be Verified And Certified By The Procuring Entity’s Representative/project Engineer. Except As Otherwise Stipulated In The Scc, Materials And Equipment Delivered On The Site But Not Completely Put In Place Shall Not Be Included For Payment. 15. Operating And Maintenance Manuals 15.1. If Required, The Contractor Will Provide “as Built” Drawings And/or Operating And Maintenance Manuals As Specified In The Scc. 15.2. If The Contractor Does Not Provide The Drawings And/or Manuals By The Dates Stated Above, Or They Do Not Receive The Procuring Entity’s Representative’s Approval, The Procuring Entity’s Representative May Withhold The Amount Stated In The Scc From Payments Due To The Contractor. Section V. Special Conditions Of Contract Special Conditions Of Contract Gcc Clause 2 Sectional Completion Is Not Applicable The Intended Completion Date Is Three Hundred Sixty-five (365) Calendar Days From The Date Of Receipt Of The Ntp. 4.1 The Procuring Entity Shall Give Possession Of All Parts Of The Site To The Contractor From The Date Of The Receipt Of Notice To Proceed (ntp). 6 No Further Instructions. 7.2 Fifteen (15) Years. 10 No Dayworks Are Applicable To The Contract. 11.1 The Contractor Shall Submit The Program Of Work To The Procuring Entity’s Representative Within Fourteen (14) Calendar Days After The Issuance Of The Notice To Proceed (ntp) 11.2 The Amount To Be Withheld For Late Submission Of An Updated Program Of Work Is One Tenth Of One Percent Of The Total Contract Price. 13 The Amount Of The Advance Payment Is Fifteen Percent (15%) Of The Contract Price Upon Submission To And Acceptance By The Bureau Of Corrections Of An Irrevocable Standby Letter Of Credit Of Equivalent Value From A Commercial Bank, A Bank Guarantee Or A Surety Bond Callable Upon Demand Issued By A Surety Or Insurance Company Duly Licensed By The Insurance Commission And Confirmed By The Bureau Of Corrections. 14 The Contractor May Submit A Request For Payment For Work Accomplished. Such Requests For Payment Shall Be Verified And Certified By The Procuring Entity’s Representative/project Engineer. Materials And Equipment Delivered On The Site But Not Completely Put In Place Shall Not Be Included For Payment. 15.1 The Date By Which “as Built” Drawings Are Required Is Upon Actual Completion Of The Project. 15.2 The Amount To Be Withheld For Failing To Produce “as Built” Drawings And/or Operating And Maintenance Manuals By The Date Required Is Equivalent To Five Percent (5%) Of The Contract Price. Section Vi. Specifications Terms Of Reference Design And Build Of Bureau Of Corrections Supermaximum Prison Facility (2nd Phase) Sablayan Prison And Penal Farm, Occidental Mindoro 1. Project Information 1.1 Project Description The Mission Of The Bucor Is To Protect Society By Confining Offenders In The Controlled Environments Of Prisons And Community-based Facilities That Are Safe, Humane, Cost-efficient, And Appropriately Secure, And That Provide Self-improvement Opportunities To Assist Offenders In Becoming Law-abiding Citizens. The Design And Build Of Bureau Of Corrections Supermaximum Prison Facility (2nd Phase) Shall Be Conducive To The Reformation And Rehabilitation Of Inmates That Will Bring Them Back Into The Mainstream Of Society As Useful Citizens Of The Country. The Contract Will Involve The Design And Build Scheme Leading To The Construction Of The Bureau Of Corrections Super Maximum Prison Facility (2nd Phase) At Sablayan Prison And Penal Farm, Sablayan, Occidental Mindoro. The Plans And Designs Shall Be In Accordance With The Plan Of The Said Structures As Conceptualized By The Bucor Planning And Design Division Or As Conceptualized By The Winning Bidder If The Latter Is Found To Be Superior (as Defined In Section 3.1.1 Of This Tor). Contractors Shall Be Required To Conduct A Bucor Led Site Inspection And Evaluation To Enable The Contractors To Develop Their Proposals Accordingly. The Bureau Of Corrections Shall Not Assume Any Responsibility Regarding Erroneous Interpretations Out Of Any Data Presented By The Contractor. The Bucor Super Maximum Prison Facility (phase 2) Shall Be Constructed As Per Approved Drawings, Specifications, Bill Of Materials, Scope Of Works And The General Contract Conditions Following The Guidelines As Per Annex G Of Irr Of Ra 9184. This Project Aims To Be Completed Within A Year, Aligning With Our Decongestion Program. This Expedited Timeline Underscores Our Commitment To Addressing Urgent Needs Within The Correctional System And Providing Timely Solutions For The High Risk Committed Pdl. The Plans And Designs Shall Be In Accordance With The Plan Of The Said Structures As Conceptualized By The Planning And Design Division (pdd) Under. Contractors Shall Be Required To Conduct A Bucor Led Site Inspection And Evaluation To Enable The Contractors To Develop Their Proposals Accordingly. The Bucor Shall Not Assume Any Responsibility Regarding Erroneous Interpretations Out Of Any Data Presented By The Contractor. The Construction Of Super Maximum-security Facility Shall Be Constructed As Per Approved Drawings, Specifications, Bill Of Materials, Scope Of Works And The General Contract Conditions Following The Guidelines As Per Annex G Of Irr Of Ra 9184. The Project Shall Have The Following Basic Components: A. Complete Detailed Architectural And Engineering Design Plans, Technical Specifications, And Design Calculations For The Construction Of The Project. Such Plans, Designs, And Technical Specifications Shall Be Subject For Review And Approval By The Bucor Pdd. The Design Development And The Contract Documents Phases Of The Design Shall Continue After The Bid Is Awarded. It Shall Likewise Be Subject For Review And Approval By The Director Of Directorate For Engineering Services (des). B. The Bid Shall Be Based On The Conceptual/schematic Design Drawings Prepared By The Bucor Pdd Or That Submitted By The Winning Bidder As Defined In Section 3.1.1 Of This Tor. C. The Contractor Shall Complete The Construction Of The Following Facility Component: I. One (1) Unit 2-storey“type B” Pdl Dormitory At Least 3190 Sq.m (gross Area) Polished Flooring And Sandwich Panel Roofing With The Capacity Of Atleast 340 Pdl, 2 Pdl Per Cell With Double Deck Bunk Bed (160 Cells), 1 Pdl Per Cell With Single Bed (20 Cells). The Dormitory To Include Complete Utilities, Power Supply, Cctv, Water Supply, Fire Protection; • Electrical System: Three-phase Power Line Supply, Connected From The Local Electric Utility (from Main Road/ Source To The Compound. The Power Line Shall Be Used For The Future Development Of The 50 Ha Facility. • Electrical System: Backup Power (three-phase Genset) Supply System With Capacity Not Less Than Total Computed Mva Load, Without Demand Factor (designed To Supply The Dormitory), And To Include Capacitor Bank, If Necessary; • Sewerage And Drainage Systems(pipelines To Cover From Project Site To Nearest Tapping Point); • Water Supply System With Sufficient Pressure To Provide The Water Requirement Of The Psdl. The System Is Oncomposed Of A Cistern Tank, Pumps, And An Overhead Water Storage Tank. Deep Well Source Water System (intake Box, Transmission Pipelines, Pressure Break Tanks, Chlorinator With Tanks And Accessories, Etc.) Whichever Is Deemed Most Suitable For The Facility And Is Authorized By The Lgu. • Fire Protection System (fire & Jockey Pump, Pump House), Fire Detection Alarm System And Fire Suppression Equipment Included In Dormitory. • Cctv Systems: To Install Cctv At Perimeter Fence To Monitor The Inside Compound And Dormitory To Monitor The Hallways And Blind Spots. Ii. 3 Meters Height Concrete Perimeter Security Fence With Concertina Above, To Cover 50 Hectares Area (plastered And Painted Finish); Iii. Primary And Secondary Fence For 1.8 Hectares Compound Including Gates, Catwalk And Post Towers (with Cr And Water Supply) (r.a. 10575 Rule 7). • 4 Meters Height Concrete Primary Perimeter Fence (with Catwalks, Concertina Wirings, Post Tower (with Cr And Water Supply) And Solar Lightings, (ra10575). • Secondary Perimeter Fence (3 Layer Concertina, Steel Mesh) With 300w Integrated Solar Light Every 3 Bays And (to Include Post Towers And Gates); Iv. Road Networks And Culverts • All Entry And Exit Point Of Any Bodies Of Water E.g. Creeks, Canals Shall Be Fenced Culvert By Metal Grills (non-corrosive); • The Project Has An Allocated Budget Sufficient To Cover At Least 1440 Sqm Of Road Construction Within The Prison Facility. While This Budget Allows For Road Development, Prioritization Shall Be Given To The Construction Of Culverts, Both Fenced And Road Culverts, To Ensure Adequate Drainage And Prevent Flooding. These Culverts Are Critical For The Road Leading From The Main Road To The Site, As Well As Along The Perimeter Of The Facility. To Accurately Assess The Project Scope And Design, Bidders Are Required To Conduct A Thorough Site Inspection To Identify And Evaluate All Necessary Culverts." 1.2 Contractual Framework The Contractual Arrangement To Be Used For The Project Is The Design-and-build (db) Scheme. Under This Scheme The Procuring Entity Awards A Single Contract For The Architectural/engineering Design And Construction To A Single Firm, Partnership, Corporation, Joint Venture Or Consortium. The Winning Contractor Shall Consult And Collaborate With The Bucor Pdd For The Preparation Of The Detailed Architectural Design Of The Project. The Detailed Architectural And Engineering Design Shall Be Subject For The Review And Approval By The Bucor Pdd. Contractors Shall Be Required To Conduct A Bucor Led Site Inspection And Evaluation To Enable The Contractors To Develop Their Proposals Accordingly. The Bucor Shall Not Assume Any Responsibility Regarding Erroneous Interpretations Out Of Any Data Presented By The Contractor. The Obligations And Liabilities Of The Contractor And Its Architect Shall Be Joint And Solidary For Purposes Of The Detailed Architectural Design Of The Project In Accordance With Article 1723 Of The Civil Code Of The Philippines And Other Pertinent Laws. The Db Scheme Of Procurement Was Recommended, Endorsed, And Adopted Pursuant To The Annex G Of Irr Of Ra 9184. 2. Scope Of Contract 2.1 Obligations Of The Winning Bidder/contractor A. Render Architectural And Allied Engineering Design Services Including Final Schematic Design Necessary For The Implementation Of The Project. The Allied Engineering Design Services Shall Include, But Shall Not Be Limited To, Design For Architectural, Civil, Structural, Electrical, Mechanical, Plumbing, And Electromechanical. All Drawings Shall Be Generated Using Modern Modeling/drafting Software And Printed On High Quality 20” X 30” Blue Print Paper. B. Undertake Detailed Architectural And Engineering Designs (daeds) Using The Given Data Such As Topographic, Hydrographic And Cross–section Surveys, Geotechnical And Geological Investigation, And Hydrologic Investigation And Initial Schematic Design Or Design Concept Provided By The Bucor Pdd Which Conforms With The Minimum Performance Specifications And Standards (mpss); C. If Applicable, Secure Environmental Clearance Or An “environmental Compliance Certificate (ecc)”. If The Proposed Project Is Considered Outside The Purview Of The Philippine Environmental Impact Statement (eis) System, A Certificate Of Non- Coverage Or Certificate Of Exemption Shall Be Secured. D. The Project Shall Be Constructed According To The Daeds Prepared By The Winning Bidder And Approved By The Bucor And In Compliance With The Mpss As Well As Provided In Rule Vii, Section 7 Of The Irr Of Ra 10575. Likewise, Construction Includes Conformance To The Provisions Pertaining To Buildings Under The Latest Edition Of The Dpwh Standard Specifications For Public Works Structures, Volumes Ii And Iii (blue Book). The Blue Book Prescribes, Among Other Things, The Material Requirements And Construction Requirements For Different Items Of Work, Including The Tests To Be Conducted During Construction By The Dpwh-accredited Testing Laboratory. The Blue Book Incorporates Pertinent Provisions Of The American Society For Testing And Materials (astm) And American Concrete Institute (aci), Among Other Standards, Pertaining To Construction. Attention Shall Be Given To The Relevant Items Of Work In The Following Parts Of The Blue Book: Volume Ii ➢ Part A – Facilities For The Engineer ➢ Part B – Other General Requirements Volume Iii ➢ Part A – Earthwork ➢ Part B – Plain And Reinforced Concrete Works ➢ Part C – Finishing ➢ Part D – Electrical ➢ Part E – Mechanical ➢ Part I – Water Supply ➢ Part J – Flood Control And Drainage ➢ Part I-c – Drainage Works For Materials And Technologies Not Covered By The Blue Book, Or If The Proponent Intends To Use Any New Material/technology Which Is Not Accredited By The Dpwh Bureau Of Research And Standards (brs), The Proponent Shall Submit A Certification From A Recognized Foreign Or International Institution To The Effect That The New Materials Or Technology Meets The Mpss For This Project And Has Been Successfully Used In Existing Structures With Proven Integrity. The Winning Bidder Or Contractor Shall Be Held Liable For Design And Structural Defects And/or Failure Of The Completed Project Within The Warranty Period Specified In Section 62.2 Of The Irr Of Ra 9184; And, F. The Winning Bidder Or Contractor Shall Be Solely Responsible For The Design And Shall Be Held Responsible For Any Default Resulted From Improper Design. Further, Extended Liability Of The Contractor Since It Stipulated That The Works, When Completed, Shall Be Fit For The Purpose For Which It Was Intended As Defined In The Contract. 2.2 Obligations Of The Bucor A. Provide Full Information On All Requirements For The Project; B. Approve The Winning Bidder Or Contractor’s Design Without Diminishing Their Full And Sole Responsibility For The Quality And Integrity Thereof; C. Give Prompt Written Notice Thereof To Winning Bidder Or Contractor, If It Observes Or Becomes Aware Of Any Defect In The Project; D. Designate, When Necessary, Representatives Authorized To Act On Its Behalf. It Shall Examine Documents Submitted By The Winning Bidder Or Contractor And Render Decisions Pertaining Thereto Promptly, To Avoid Unreasonable Delay In The Progress Of Their Work. It Shall Observe The Procedure Of Issuing Orders To The Winning Bidder Or Contractor; E. Supervise And Monitor The Implementation Of The Project; I. Construction Monitoring And Testing Forms: • The Use Of Construction Monitoring And Testing Forms That Will Be Provide By The Bucor - Nhq Pdd Is Mandatory Throughout The Duration Of Construction. • Oversight Of These Forms Will Be Conducted By The Engineering Services (es) Of The Sppf On Behalf Of The Bucor Pdd • Sppf-es To Impose To Contractor Testing Of All Items After Installation And/or Application. Es To Send Pdd Copy Of The Test Report/s. • Sppf-es To Monitor Material Delivery Of Contractor To Ensure All Materials Installed And/or Applied Are In Accordance With The Specifications Stated On Plans And Contract Of This Project. • In Case There Would Be Substitute Or Alternative To The Original Specification Of Material/s, Sppf- Es To Inform Pdd Of Such Variation. Ii. Bucor Engineer Visits: • Nhq Engineers And Architects (personnel Of Pdd) Will Conduct Site Visits On A Quarterly Basis Or Whenever Deemed Necessary To Ensure Compliance With Standards And Regulations. • Pdd Personnel To Witness The Final Testing And Commissioning Of The Systems, Equipment And Utilities Prior To Acceptance Of The Project Or Part Of The Project Thereof. Iii. Progress Billing Payment: • Sppf Es Engineers Will Provide Monthly Updates, Or As Deemed Necessary, On The Statement Of Work Accomplishment Based On The Actual Progress Of The Project, Including Reports Update. F. Pay The Accomplishment Accepted In The Conformance With The Mpss Included Under The Design And Build Contract. I. This Reports And Swa Updates Of The Ippf Es Will Be Reviewed And Approved By Pdd - Nhq Prior To Any Progress Billing Payments Being Made. 2.3 Bidding Documents The Bidding Documents For The Project Shall Govern The Conduct Of The Procurement Of The Project. 3. Scope Of Works 3.1 Planning And Design Phase 3.1.1 Preliminary Architectural Plan (pap) By Bidder The Approved Concept Design Shall Adopt The Provisions Indicated In Rule Vii, Section 7 Of The Irr Of Ra 10575. Bidders Shall Submit Also An Alternative Design Concept With Respect To The Actual Site Condition. This Alternative Design By The Winning Bidder Shall Be Adopted Should The Same Be Found To Be Superior Than The One Conceptualized By The Bucor Pdd. 3.1.2 Detailed Architectural And Engineering Design (daed) By The Winning Bidder During The Implementation Of The Project, The Winning Bidder Shall Prepare The Daed Of The Project And Submit The Same To The Bucor For Approval Prior To The Execution Of The Construction Works. The Winning Bidder Shall Prepare The Daed Based On Its Pap As Reviewed And Accepted By The Bucor Pdd And In Accordance With The Minimum Performance Standards And Specifications (mpss). The Daed Shall Be Undertaken With A Degree Of Accuracy That Will Allow Estimates To Be Made Within Approximately Plus Or Minus Five Percent (+/-5%) Of The Final Quantities. Once Approved By The Bucor, The Winning Bidder’s Daed Shall Form Part Of The Mpss. The Bucor-approved Daed, Together With The Mpss Provisions On Construction Under Section 2.0 Hereof, Shall Govern The Actual Construction Undertaken By The Winning Bidder. The Winning Bidder Shall Undertake The Necessary Field Surveys And Investigation In Accordance With The Dpwh Design Guidelines. In Carrying Out These Works, The Winning Bidder Shall Ensure That The Engineering, Environmental, Particularly During Field Investigations And The Development Of The Preliminary And Final Detailed Engineering Designs. The Winning Bidder Shall Ensure That All Designs Submitted For Approval Have Fully Taken Into Account Key Findings From The Engineering, Environmental, And That Negative Environmental Impacts Have Been Minimized Or Eliminated To The Fullest Extent Possible. 3.1.3 Architectural And Engineering Design Submittals I. Architectural Design A. The Building Should Be Designed With Structural, Electrical, Natural Or Combine Ventilation And Natural Lighting Following Building Design Standards. B. The Prospective Bidder Shall Prepare The Preliminary Architectural Plans In Accordance With The Requirements Of The National Building Code Of The Philippines, Accessibility Law (bp 344) Including All Other Applicable Laws And Local Ordinances. Submittals: (at Suitable Scale On High Quality 20” X 30” Blue Print Paper Minimum Size) 1. Site Development Plan 2. Vicinity Map 3. Perspective 4. Floor Plans 5. Elevations A. Front Elevation B. Rear Elevation C. Right Elevation D. Left Elevation 6. Sections A. Longitudinal Section B. Cross Section 7. Doors & Window Schedule 8. Plans And Details Of Stairs And Ramps 9. Schedule Of Finishes For Floors, Walls And Ceiling 10. Miscellaneous Details Ii. Structural Design A. The Proponent Shall Prepare The Necessary Structural Analysis/calculation And Design Of The Structural Members Of The Building Component In Accordance With The National Building Code Of The Philippines With Its Referral Codes Such As The Latest National Structural Code Of The Philippines. The Design For The Structure Shall Take Into Account, Among Other Things, The Seismic Requirements Of The Area To Determine The Optimum Safety Of The Whole Structure And To Minimize Possible Earthquake Damage. B. On The Basis Of The Data Obtained From The Detailed Site Investigations, Topographical/soil And Survey, Geotechnical Engineering, Foundation Investigation, Material Testing, Survey Of Existing Site Conditions, The Seismic Requirements Of The Area, The Load Requirements Of The Building And Other Investigation Required To Obtain The Data Necessary To Ensure The Safety Of The Structure, The Proposal Shall Prepare The Preliminary Structural Design Plans Of The Structure. Submittals: (at Suitable Scale On High Quality 20” X 30” Blue Print Paper Minimum Size) 1. Structural Design Criteria And Design Notes 2. Foundation Plan 3. Floor Framing Plans 4. Schedule Of Slab, Beams And Girders 5. Schedule Of Columns 6. Schedule Of Footings 7. Structural Details Of Stairs/ramp, If Applicable 8. Roof Framing Plan, If Applicable 9. Schedule And Details Of Trusses, If Applicable 10. Road Design And Details (if Applicable) 11. Miscellaneous Details Iii. Sanitary/plumbing Design A. General • The Detailed Design Shall Conform To The General Standards Adopted By The Sanitary & Plumbing Code Of The Philippines And Other Pertinent Laws And Ordinances. • All Design Considerations/assumptions Shall Be Based On The Results Of The Technical Studies, Detailed Analyses, And Design Computations. • The Technical Drawings And Specifications Shall Clearly Indicate All The Details Required To Ascertain The Care And Thoroughness Devoted In The Preparation Of The Drawings. B. Drainage And Sewerage • The Drainage Layout Shall Show All The Required Information Such As Direction Of Flow, Manhole-to-manhole Distances, And Sizes Of Lines, Manholes/canals, Location Of Outfalls, Etc. • The Prospective Bidder Shall Prepare A Design For The Sewage Treatment Plant In Accordance To The Clean Water Act Of 2004 (republic Act No. 9275) And Other Relevant Laws And Ordinances. Submittals: (at Suitable Scale On High Quality 20” X 30” Blue Print Paper Minimum Size) 1. General Notes 2. Legend & Symbols 3. Sewer, Vent And Storm Drainage Layout 4. Enlarged Toilet Plan For Common And Pwd Toilets 5. Isometric Diagram 6. Miscellaneous Details 7. Drainage And Sewerage System 8. Three Chamber Septic Tank Plans And Details C. Water Supply And Distribution System • The Proponent Shall Carry Out A Preliminary Detailed Design For The Water Supply Of The Project. The Design Should Be On The Basis Of The Source And Volume Of Water Supply, Water Consumption, Piping Network, And Conveyance In Accordance With The Applicable Laws, Rules And Regulations Governing Health, Safety And Sanitation. • The Contractor Shall Install Elevated Water Storage/s Per Unit Located At The Roof Deck Of The Prison Dormitories. (sufficient Capacity To Supply The Pdl) Submittals: (at Suitable Scale On High Quality 20” X 30” Blue Print Paper Minimum Size) 1. General Notes 2. Legend & Symbols 3. Water Line Layout 4. Water Line Isometric Diagram 5. Water Reservoir Plans And Details 6. Miscellaneous Details Iv. Electromechanical Design A. Sewage Treatment Plant • The Prospective Bidder Shall Prepare A Design For The Sewage Treatment Plant In Accordance To The Clean Water Act Of 2004 (republic Act No. 9275) And Other Relevant Laws And Ordinances. Submittals: (at Suitable Scale On High Quality 20” X 30” Blue Print Paper Minimum Size) 1. General Notes 2. Legend & Symbols 3. Electrical System Layout 4. Mechanical System Layout 5. Instrumentation And Control System Diagrams 6. Piping And Instrumentation Diagrams (p&ids) 7. Equipment Details And Specifications 8. Electrical Power Distribution 9. Emergency Power Systems 10. Grounding And Lightning Protection 11. Control And Monitoring Systems, If Applicable 12. Safety Systems 13. Miscellaneous Details B. Fire Protection System • The Prospective Bidder Shall Prepare A Design For The Fire Protection System In Accordance To The Fire Code Of The Philippines, (irr) Of Ra 9514, And Other Relevant Laws And Ordinances. Submittals: (at Suitable Scale On High Quality 20” X 30” Blue Print Paper Minimum Size) 1. Sprinkler System 2. Sprinkler System Isometric Diagram 3. Fire Fighting Piping System Diagram 4. Fire Alarm System Layout 5. Fire Suppression System Layout 6. Smoke Management System Layout 7. Fire Pump And Water Supply 8. Miscellaneous Details V. Electrical Design A. The Prospective Bidder Shall Prepare A Preliminary Design Plan For The Electrical And Power Supply System Of The Building In Accordance With The Electrical Code Of The Philippines, Fire Code Of The Philippines, National Building Code Of The Philippines And Other Relevant Laws And Ordinances. B. The Prospective Bidder Shall Prepare A Design For The Electrical And Power Supply System Considering Ease Of Maintenance And Prevention Of Illegal Connections Including Electrical Supply For Ceiling Fans. C. The Prospective Bidder Shall Prepare A Design For Backup Power Generator With Capacity Not Less Than Total Computed Kva Load Without Demand Factor. D. 3-phase Electrical Supply Shall Be Sourced From The Local Electrical Utility. E. Power Line Connection From Main Source To The Facility Submittals: (at Suitable Scale On High Quality 20” X 30” Blue Print Paper Minimum Size) 1. Power Riser Diagram 2. Power Layout System 3. Lighting Layout System 4. Local Area Network System, If Applicable 5. Grounding System 6. Load Schedules 7. Others As Applicable Vi. Other Requirements  Technical Specifications  Boring Test  Structural Design And Analysis And Computation  Final Design And Construction Plans  Upon Award Of Contract, The Contractor Shall Comply The Following: O Prepare Final Draft Of Architectural And Engineering Design Plans Incorporating All Design Refinements And Revisions Based On Project Requirement Or As May Be Required By The Bucor Pdd Within The Scope Of Design. O Submit To The Bucor Design And Build Committee (bucor-dbc) The Final Architectural And Engineering Design Plans And Specifications Duly Signed And Sealed By The Concerned Professional Architect, Engineers, Incorporating All The Necessary Revisions And Refinements For Approval By The Head Of Procuring Entity. 3.2 Construction Phase The Following Works Shall Comprise This Phase: I. Permits And Clearances, The Contractor Shall Upon Authorization Of The Head Of The Procuring Entity (hope), Make Representations With The Government Agencies Concerned To Expedite The Processing Of The Necessary Permits And Certificates Such As The Following: A. Zoning Certification And Locational Clearance B. Building /electrical/sanitary Permits C. Certificate Of Occupancy D. Environmental Clearance Certificate E. All Other Permits/clearances As May Be Required For The Construction. Ii. Mobilization, The Contractor Shall Mobilize All The Required Project Team Personnel, Equipment, Tools, And Manpower With The Required Skills And In Sufficient Number As May Be Necessary For His Efficient Undertaking Of The Project. Iii. Clearing, Grubbing And Hauling/disposal Of Debris Iv. Construction Stage As A Rule, Contract Implementation Guidelines For Procurement Of Infrastructure Projects Shall Comply With Annex “e” Of The Revised Irr Of Ra 9184. The Following Provisions Shall Supplement These Procedures: I. No Works Shall Commence Unless The Contractor Has Submitted The Prescribed Documentary Requirements And Implementing Unit Has Given Written Approval. Work Execution Shall Be In Accordance With Reviewed And Approved Documents. Ii. The Contractor Shall Be Responsible For Obtaining All Necessary Information As To Risks, Contingencies And Other Circumstances Which May Affect The Works And Shall Prepare And Submit All Necessary Documents Specified By The Implementing Unit To Meet All Regulatory Approvals As Specified In The Contract Documents. Iii. The Contractor Shall Submit A Detailed Program Of Works Within Fourteen (14) Calendar Days After The Issuance Of The Notice To Proceed (ntp) For Approval By The Head Of The Procuring Entity (hope) That Shall Include, Among Others: A. The Order In Which It Tends To Carry Out The Work Including Anticipated Timing For Each Stage Or Design/detailed Engineering And Construction; B. Periods For Review Of Specific Outputs And Any Other Submissions And Approvals; C. Sequence Of Timing For Inspection And Tests; D. General Description Of The Design And Construction Methods To Be Adopted; E. Number Of Personnel To Be Assigned For Each Stage Of The Work; F. List Of Equipment Required On Site For Each Stage Of The Work; And G. Description Of The Quality Control System To Be Utilized For The Project. Iv. Any Errors, Omissions, Inconsistencies, Inadequate Or Failure Submitted By The Contractor That Do Not Comply With The Requirements Shall Be Rectified, Resubmitted And Reviewed At The Contractor’s Cost. If The Contractor Wishes To Modify Any Design Or Document Which Has Been Previously Submitted, Reviewed And Approved, The Contractor Shall Notify The Implementing Unit Within A Reasonable Period Of Time And Shall Shoulder The Cost Of Such Changes. V. As A Rule, Changes In Design And Construction Requirements Shall Be Limited Only To Those That Have Not Been Anticipated In The Contract Signing And Approval. The Following Guidelines Shall Govern Approval For Change Or Variation Order: A. Change Orders Resulting From Design Errors, Omissions Or Non-conformance With The Performance Specifications And Parameters And The Contract Documents By The Contractor Shall Be Implemented By The Contractor At No Additional Cost To The Bureau Of Corrections. B. Provided That The Contractor Suffers Delay And/or Incurs Costs Due To Changes Or Errors In The Preparation Of Performance Specification And Parameters, The Contractor Shall Be Entitled To Either One Of The Following:  An Extension Of Time For Any Such Delays Under Section 10 Of Annex “e” Of Irr-a (ra9184; Or  Payments For Such Cost As Specified In The Contract Documents, Provided That The Cumulative Amount Of The Variation Order Does Not Exceed Ten Percent (10%) Of The Original Project Cost. C. The Contract Documents Shall Include The Manner And Schedule Of Payment Specifying The Estimated Contract Amount And Installments In Which The Contract Will Be Paid. D. The Contractor Shall Be Entitled To Advance Payment Subject To The Provisions Of Section 4 Of Annex “e” Of The Revised Irr Of Ra 9184. E. The Implementing Unit Shall Monitor The Quality Control Procedures For The Design And Construction In Accordance With The Government Guidelines And Shall Issue The Proper Certificates Of Acceptance For Sections Of The Works Or Whole Of The Works As Provided For In The Contract Documents. F. The Contractor Shall Provide All Necessary Equipment, Personnel, Instruments, Documents And Others To Carry Out Specified Tests. G. This Design And Build Project Shall Have Minimum Defects Liability Period Of One (1) Year Contract Completion Or As Provided In The Contract Documents. This Is Without Prejudice To The Liabilities Imposed Upon The Engineer/architect Who Drew Up The Plans And Specification For A Building Sanctioned Under Section 1723 Of The New Civil Code Of The Philippines. H. The Contractor Shall Be Held Liable For Design And Structural Defects And/or Failure Of The Completed Project Within The Warranty Period Of 15 Years For Permanent Structures/buildings And 5 Years For Roads As Specified In Section 62.2.2 Of The Revised Irr Of Ra 9184 V. As-built Plans. The Contractor Shall Cause The Preparation And Submission Of As-built Plans Duly Signed And Sealed By All Concerned Parties Involved In The Construction In The Same Sheet Size And Scale As The Original Drawings In One (1) Blue Print Copy And One (1) Reproducible Copy. Vi. General Requirements: 1. Temporary Facilities Such As Field Offices For The Bucor Inspectorate Team, Project Engineers And Quarters For Laborers; Temporary Warehouse For The Construction Material. 2. Office Furniture And Equipment, Survey Equipment And Consumables 3. Photographs: This Item Consists Of The Supply Of Equipment And Materials, I.e., Album, Necessary To Undertake Photographic Progress Activities Of The Project And Of All Cost Incidental To The Preparation And Submission Of Photographs (at Least 12 Photographs Per Day). The Quantities For Photographs Shall Be One (1) Set Of Photographs Per Month. 4. Health And Safety Program Including Personal Protective Equipment (ppe) A. All Standard Safety Measures And Precautions Shall Be Exercised By The Contractor In The Course Of The Project For The Protection Of The Public And Its Workers And In Conformity With Dole Department Order No. 13, Series Of 1998. B. All Workers Shall Be Equipped With Proper Working Uniform And Identification At All Times. They Must Be Registered With The Governing Bucor Security Office And Must Comply With The Bucor’s Rules And Regulations. C. The Contractor Shall Secure His/her Own Equipment And Materials On Site. The Bucor Shall Not Be Liable To Any Losses Incurred During The Progress Of The Work. 5. Minimum Heavy Equipment Requirement (as Needed) For Site Development Such As: No. Item Specification 1. Backhoe 0.8 Cu. M. 2. Backhoe Wheel Mounted With Breaker 0.90 Cu. M. 3. Cargo/service Truck 2-5 Mt., 160 Hp 4. Dump Truck 12 Cu. Yd. 5. Motorized Road Grader G710a, 140hp 6. Payloader 1.5 Cu. M. 7. Vibrator Roller 10 Mt 8. Bulldozer 170 Hp 9. Scraper 515 Hp 10. Truck Mounted Crane, Hydraulic Telescopic Bommer Capacity: 41 – 45 Mt. 11. Crawler Crane 41-45 Mt 12. Generator Set 300 Kw/375 Kva 13. Water Pump 100mm Suction Dia. 14. One Bagger Mixer 4-6 Ft3/min 15. Concrete Vibrator Ey20, 5hp, 32-70mm 16. Vibro Hammer 45000 Kg-m 17. Excavator 17.5 Kw Or Any Specify Types Of Heavy Equipment Needed For A Site Development Will Be Determined By The Winning Bidder. 6. Environmental Compliance 7. Communication Equipment: This Item Consists Of The Provision Of Communication Equipment. 8. Billboard 9. Traffic Management (if Applicable). Vii. Building Construction 1 Lot One (1) Unit 2-storey“type B” Pdl Dormitory At Least 3190 Sq.m (gross Area) Polished Flooring And Sandwich Panel Roofing With The Capacity Of Atleast 340 Pdl, 2 Pdl Per Cell With Double Deck Bunk Bed (160 Cells), 1 Pdl Per Cell With Single Bed (20 Cells). The Dormitory To Include Complete Utilities, Power Supply, Cctv, Water Supply, Fire Protection; • Electrical System: Three-phase Power Line Supply, Connected From The Local Electric Utility (from Main Road/ Source To The Compound. The Power Line Shall Be Used For The Future Development Of The 50 Ha Facility. • Electrical System: Backup Power (three-phase Genset) Supply System With Capacity Not Less Than Total Computed Mva Load, Without Demand Factor (designed To Supply The Dormitory), And To Include Capacitor Bank, If Necessary; • Sewerage And Drainage Systems(pipelines To Cover From Project Site To Nearest Tapping Point); • Water Supply System With Sufficient Pressure To Provide The Water Requirement Of The Psdl. The System Is Composed Of A Cistern Tank, Pumps, And An Overhead Water Storage Tank. Deep Well Source Water System (intake Box, Transmission Pipelines, Pressure Break Tanks, Chlorinator With Tanks And Accessories, Etc.) Whichever Is Deemed Most Suitable For The Facility And Is Authorized By The Lgu. • Fire Protection System (fire & Jockey Pump, Pump House), Fire Detection Alarm System And Fire Suppression Equipment Included In Dormitory. • Cctv Systems: To Install Cctv At Perimeter Fence To Monitor The Inside Compound And Dormitory To Monitor The Hallways And Blind Spots. 1 Lot 3 Meters Height Concrete Perimeter Security Fence With Concertina Above, To Cover 50 Hectares Area (plastered And Painted Finish); 1 Lot Primary And Secondary Fence For 1.8 Hectares Compound Including Gates, Catwalk And Post Towers (with Cr And Water Supply) (r.a. 10575 Rule 7). • 4 Meters Height Concrete Primary Perimeter Fence (with Catwalks, Concertina Wirings, Post Tower (with Cr And Water Supply) And Solar Lightings, (ra10575). • Secondary Perimeter Fence (3 Layer Concertina, Steel Mesh) With 300w Integrated Solar Light Every 3 Bays And (to Include Post Towers And Gates); 1 Lot Road Networks And Culverts • The Project Has An Allocated Budget Sufficient To Cover At Least 1440 Sqm Of Road Construction Within The Prison Facility. While This Budget Allows For Road Development, Prioritization Shall Be Given To The Construction Of Culverts, Both Fenced And Road Culverts, To Ensure Adequate Drainage And Prevent Flooding. These Culverts Are Critical For The Road Leading From The Main Road To The Site, As Well As Along The Perimeter Of The Facility. • All Entry And Exit Point Of Any Bodies Of Water E.g. Creeks, Canals Shall Be Fenced Culvert By Metal Grills (non-corrosive); • To Accurately Assess The Project Scope And Design, Bidders Are Required To Conduct A Thorough Site Inspection To Identify And Evaluate All Necessary Culverts. A. Material Specifications: A. Floor Finishes • Polished Cement Finish Prison Cell, Hallways, Staircases, And Rooms • Plain Cement Finished - Pathways. • Ramps - Anti Slip Pavers Or Tiles • Crs – Unglazed Ceramic Tiles B. Wall Finishes A. Glazed Wall Tiles - 1.8m Height. B. Plain Cement Plaster Finish - For All Buildings And Facilities C. Ceiling Finishes C. Concrete Steel Decking, If Applicable. – Coated In White Enamel D. Painting D. Semi-gloss Solvent Paint Top Coat (high-end Quality) For Interior And Exterior Walls In Two To Three Coats Application. Apply Concrete Neutralizer For Newly Finished Concrete Surfaces. Use Solvent Primer. E. Varnish Paint Finish With Weather Proof Coating – For Doors And Jambs Branded, High-end Quality (offices, Etc.), All Wooden Doors Must Have Secondary Steel Doors. F. Use Epoxy Paint Primer. Epoxy Paint Finish – For Structural Steel And All Metal Works E. Doors And Windows G. No Doors For Prison Facility Comfort Rooms With 1.20 Meter Finish Wall Height (see Rule Vii, Section 7 R-irr Of Ra 10575). H. Steel Doors And Grills – For Dormitories, Gates And Other Security Areas. Sliding Doors For All Cells (see Rule Vii, Section 7 R-irr Of Ra 10575) F. Waterproofing I. Uv Resistant Polyurethane Waterproofing – For All Roof Deck With Topping Works Provided With Welded Wire Mesh. (at Elevated Water Tank Area) J. Cistern - Polyurethane Waterproofing G. Plumbing Works K. Upvc Pipe Series 1000 – For All Soil, Sewer, Waste, Dry And Wet Vent Piping High-end Quality L. Pprc Fusion Type – For All Water Lines High-end Quality M. Contractor Encouraged To Adapt: Lpf Flush Valve For Water Closet Or Stainless Toilet-lavatory Combination. Waterless Urinals N. Sprinkler System To All Prison Dormitories In Accordance With The Provisions Of Revised Plumbing Code Of The Philippines. O. Contractor To Provide A Water System To Supply The Facility 4. Approved Budget For The Contract (abc) The Approved Budget For The Contract (abc) Is Php 300,000,000. This Is The Ceiling For Acceptable Bids. Bids Higher Than Abc Shall Be Automatically Rejected. 5. Proposed Implementation Schedule (example): No. Of Months 1 2 4 5 6 7 8 9 10 11 12 Design Phase Construction Phase 6. Eligibility Criteria For Bidders 6.1 General The Eligibility Requirements For This Design And Build Project Shall Adopt The Provisions Of Annex “g” Of The Implementing Rules And Regulations Of Ra 9184 (e.g. Eligibility Requirement). However, If A Bidder Who Has No Experience In Db Project On Its Own May Opt To Enter A Subcontracting Agreement, Partnership, Or Joint Venture With A Design Or Engineering Firm For The Design Portion Of The Project. 6.2 Legal Requirements A. Valid Contractor’s License Issued By The Philippine Contractor’s Accreditation Board B. Valid License Of The Contractor’s Designer Issued By The Professional Regulation Commission. 6.3 Technical Requirements A. The Contractor’s Designer Must Have Designed One Structure Similar To The Project At Hand With A Construction Cost Of At Least 50 % Of The Abc. 6.4 Financial Requirements The Contractor Must Have A Net Financial Contracting Capacity (nfcc) At Least Equal To The Abc To Be Bid Or Equivalent To Php300,000,000.00. 7. Contents Of The Bid 7.1 In The First Envelope Class “a” Documents Legal Documents I. Philgeps Certificate Of Registration And Membership In Accordance With Section 8.5.2 Of This Irr. For Procurement To Be Performed Overseas, It Shall Be Subject To The Guidelines To Be Issued By The Gppb. (a) Ii. Pcab License And Registration, In Case Of Jv; 57 Iii. Statement Of All Ongoing Government And Private Contracts; Iv. Statement Of Slcc; V. Nfcc Computation; Vi. Jva, If Applicable; Vii. Bid Security In The Prescribed Form, Amount And Validity Period; Viii. Project Requirements, Which Shall Include The Following: 1. Organizational Chart For The Contract To Be Bid; 2. List Of Contractor’s Personnel (design And Construction), To Be Assigned To The Contract To Be Bid, With Their Complete Qualification And Experience Data; 3. List Of Contractor’s Equipment Units Which Are Owned, Leased And/or Under Purchase Agreements, Supported By Certification Of Availability Of Equipment From Lessor/vendor For The Duration Of The Project. Ix. Omnibus Sworn Statement By The Prospective Bidder Or Its Authorized Representative In The Prescribed Format; X. Submission Of Preliminary Conceptual Design Plans: Class “b” Documents I. For Infrastructure Projects, Jv Bidders Shall Submit A Jva In Accordance With R.a. 4566 And It’s Irr. Ii. Each Partner Of The Joint Venture Shall Submit Their Philgeps Certificates Of Registration In Accordance With Section 8.5.2 Of This Irr. The Submission Of Technical And Financial Eligibility Documents By Any Of The Joint Venture Partners Constitutes Compliance: Provided, That The Partner Responsible To Submit The Nfcc Shall Likewise Submit The Statement Of All Of Its Ongoing Contracts And Audited Financial Statements. 1. Preliminary Conceptual Architectural Design Plans In Accordance With The Degree Of Details Specified By The Procuring Entity: (at Suitable Scale On High Quality A3 Blue Print Paper /digital Print Minimum Size) A. Location Plan/vicinity Map B. Perspective C. Floor Plans D. Front View Elevation E. Rear View Elevation F. Left Side View Elevation G. Right Side View Elevation H. Longitudinal Section I. Transverse Section 2. Design And Construction Method 3. List Of Contractor’s Personnel To Be Assigned To The Contract To Be Bid With Their Complete Qualification And Experience Data And Photocopy Of Their Valid Licenses Issued By The Professional Regulatory Commission (prc), Curriculum Vitae Of Key Staff, Partners Or Principal Officers With A Minimum Work Experience Requirements Set In The Bds; For Design The Key Professionals And The Respective Qualifications Of The Design Personnel Shall Be As Follows: • Principal Architect The Principal Architect Must Be Duly-licensed With At Least Ten (10) Years’ Experience In The Design Of Residential, Government Offices Or Institutional Facilities, And Shall Preferably Be Knowledgeable In The Application Of Rapid Construction Technologies. • Structural Engineer The Structural Engineer Must Be A Duly-licensed Civil Engineer With At Least Ten (10) Years’ Experience In Structural Design And Shall Preferably Be Knowledgeable In The Application Of Rapid Construction Technologies. • Professional Electrical Engineer The Electrical Engineer Must Be A Registered Professional Electrical Engineer With At Least Five (5) Years’ Experience In The Design Of Lighting, Power Distribution, Communication Systems (specifically Structured And Local Area Network Cabling, Pabx), Building Management Systems And Preferably Knowledgeable In Developments In Emergent Efficient Lighting Technologies And Energy Management. • Professional Mechanical Engineer The Mechanical Engineer Must Be A Professional Mechanical Engineer With At Least Five (5) Years In Hvac And Fire Protection Systems And Preferably Knowledgeable In Emergent, Alternative Energy- Efficient Hvac Technologies. • Electronics And Communications Engineer The Electronics And Communications Engineer Must Be Duly-licensed With At Least Ten (5) Years’ Experience In The Design Of Communications Systems, And Preferably Knowledgeable In The Application Of Building Automation And Surveillance Systems. • Sanitary Engineer The Sanitary Engineer Must Be Duly-licensed With At Least Five (5) Years’ Experience In The Design Of Building Water Supply And Distribution, Plumbing, And Preferably Knowledgeable In Waste Water Management/treatment, And Emergent, Alternative Effluent Collection And Treatment System. The Design & Build Contractor May, As Needed And At Its Own Expense, Add Additional Professionals And/or Support Personnel For The Optimal Performance Of All Architectural And Engineering Design Services, As Stipulated In These Terms Of Reference, For The Project. Prospective Bidders Shall Attach Each Individual’s Resume And Prc License Of The (professional) Staff. Design Personnel May Also Be Utilized For The Construction Phase Provided That The Same Meet The Minimum Number Of Years Of Experience In The Construction Of Similar Projects. For Construction Personnel The Key Professionals And The Respective Qualifications Of The Construction Personnel Shall Be As Follows: • Project Manager The Project Manager Shall Be A Licensed Architect Or Engineer With At Least Eight (8) Years Relevant Experience On Similar And Comparable Projects In Different Locations. The Project Manager Should Have A Proven Record Or Managerial Capability Through The Directing/managing Of Major Civil Engineering Works, Including Projects Of A Similar Magnitude. • Project Architect/engineer The Project Architect/engineer Shall Be A Licensed Architect Or Engineer With At Least Five (5) Years’ Experience In Similar And Comparable Projects And Shall Preferably Be Knowledgeable In The Application Of Rapid Construction Technologies. • Materials Engineer (m.e. I) The Materials Engineer Must Be Duly Accredited With The Dpwh And With At Least Five (5) Years’ Experience In Similar And Comparable Projects And Shall Preferably Be Knowledgeable In The Application Of Rapid Construction Technologies. • Electrical Engineer The Electrical Engineer Must Be Duly-licensed With At Least Five (5) Years’ Experience In Similar And Comparable Projects In The Installation Of Lighting, Power Distribution, Communication Systems (specifically Structured And Local Area Network Cabling, Pabx), Building Management Systems. • Mechanical Engineer The Mechanical Engineer Must Be Duly-licensed With At Least Five (5) Years’ Experience In Similar And Comparable Projects In The Installation Of Hvac And Fire Protection. • Sanitary Engineer The Sanitary Engineer Must Be Duly-licensed With At Least Five (5) Years’ Experience In Similar And Comparable Projects In The Installation Of Building Water Supply And Distribution, Plumbing. • Foreman The Foreman Must Have At Least Five (5) Years’ Experience In Similar And Comparable Projects And Shall Preferably Be Knowledgeable In The Application Of Rapid Construction Technologies. • Safety Officer The Safety Officer Must Be An Accredited Safety Practitioner By The Department Of Labor And Employment (dole) And Must Have Undergone The Prescribed Forty (40) Hour Construction Safety And Health Training (cosh) And Must Have At Least Two (2) Years’ Experience. 4. Value Engineering Analysis Of Design And Construction. The Second Envelope (financial Proposal) Shall Contain All The Required Documents For Infrastructure Projects Under Section 25.38 Of The Irr Of R.a 9184. 7.2 In The Second Envelope – Financial Proposal The Contents Of Financial Proposal – In The Second Envelope Shall Be Governed By Section 6.1 Design And Build Scheme Of The Dpwh Procurement Manual Volume Ii - Infrastructure Main Guidelines (2016). A. Lump Sum Bid Prices, Which Shall Include The Detailed Engineering Cost, In The Prescribed Bid Form Inclusive Of Vat B. Detailed Estimates Including A Summary Sheet Indicating The Unit Prices Of Construction Materials, Labor Rates And Equipment Rentals Used In Coming Up With The Bid For The Following: I Detailed Architectural And Engineering Design; Ii Demolition Works; And Iii Building Construction/civil Works. C. Bill Of Quantities D. Cash Flow And Payments Schedule. 8. Procedure And Criteria For Bids Evaluation For The Detailed Evaluation Of The Design And Build Proposals A Two-step Procedure Shall Be Adopted By The Bac, Which May Be Undertaken With The Assistance Of The Dbc. First-step Procedure: With The Assistance Of The Bucor Design And Build Committee (bucor-dbc), The Bac Shall Conduct The Opening, Preliminary Examination And Detailed Evaluation Of The Design And Build Proposals, As Follows: (1) The First Step Of The Evaluation Shall Involve The Review Of The Preliminary Conceptual Designs And Track Record Submitted By The Contract As Indicated In The Bidding Documents Using A Nondiscretionary “pass/fail” Criteria That Involve Compliance With The Following Requirements: A. Performance Specifications And Parameters And Degree Of Details; B. Adherence Of Preliminary Design Plans To The Required Concept Of Approach And Methodology For Detailed Engineering, Design And Construction With Emphasis On The Clarity, Feasibility, Innovativeness And Comprehensiveness Of The Plan Approach, And The Quality Of Interpretation Of Project Problems, Risks, And Suggested Solutions; And C. Quality Of Personnel To Be Assigned To The Project Which Covers Suitability Of Key Staff To Perform The Duties Of The Particular Assignments And General Qualifications And Competence Including Education And Training Of The Key Staff. 8.1 Merit Point Critera For The Bid Evaluation 8.1.1 Adherence To Performance Specifications (35 Points) A. Compliance And Adherence To Specifications: Excellent Compliance (100 Points): The Submission Fully Adheres To All Specified Project Requirements And Regulations, Demonstrating Meticulous Attention To Detail And Comprehensive Understanding Of The Tor. All Drawings And Documentation Are Accurate, Complete, And In Compliance With Relevant Standards. Good Compliance (80 Points): The Submission Largely Complies With Project Specifications And Regulations, With Minor Discrepancies. Drawings And Documentation Are Mostly Accurate And Complete, Meeting The Majority Of Requirements. Acceptable Compliance (70 Points): The Submission Satisfies Most Of The Specified Requirements And Regulations, Albeit With Some Notable Omissions Or Inconsistencies. Drawings And Documentation Are Generally Accurate And Complete, Meeting The Basic Expectations. Some Reservations (50 Points): The Submission Partially Meets The Specified Requirements And Regulations, With Several Notable Deficiencies Or Inconsistencies. There Are Significant Gaps Or Inaccuracies In The Drawings And Documentation, Raising Concerns About Compliance. Serious Reservations (20%) The Submission Falls Significantly Short Of Meeting The Specified Requirements And Regulations, With Major Deficiencies Or Inconsistencies. Drawings And Documentation Lack Essential Details Or Fail To Comply With Key Standards, Casting Doubt On The Bidder's Understanding Of The Project Scope. Unacceptable (0%) The Submission Fails To Comply With The Specified Requirements And Regulations, Lacking Essential Details And Demonstrating A Fundamental Misunderstanding Of The Project Scope. Drawings And Documentation Are Incomplete Or Inaccurate, Indicating A Lack Of Capability To Deliver The Project On Time. B. Functionality And Efficiency: Excellent (100%): The Design Optimally Utilizes Space, Facilitating Efficient Accommodation Of 500 Psdl. Layout And Design Enhance Operational Flow, Demonstrating Exceptional Foresight And Planning. Integration Of Facilities Promotes Smooth Prison Management. Good (80%): The Design Effectively Utilizes Space, With Minor Areas For Improvement In Operational Flow. Layout And Design Contribute To Efficient Prison Management, Meeting Most Functional Requirements. Acceptable (70%): The Design Adequately Utilizes Space, Meeting Basic Requirements For Accommodating 500 Psdl. Layout And Design Support Operational Flow, Though Some Improvements Are Needed For Optimal Functionality. Some Reservations (50%): The Design Partially Optimizes Space Utilization, With Notable Deficiencies In Operational Flow. Layout And Design Hinder Efficient Prison Management, Requiring Significant Adjustments For Improvement. Serious Reservations (20%): The Design Inadequately Utilizes Space, Hindering Accommodation Of 500 Psdl. Layout And Design Severely Impede Operational Flow, Indicating A Lack Of Understanding Of Functional Requirements. Unacceptable (0%): The Design Fails To Optimize Space Utilization, Lacking Consideration For Accommodating 500 Psdl. Layout And Design Pose Significant Obstacles To Efficient Prison Management, Indicating A Fundamental Misunderstanding Of Functional Requirements. C. Safety And Security: Excellent (100%): The Design Features Robust Perimeter Walls, Guard Towers, And Security Features Ensuring Optimal Pdl Containment And Facility Security. Fire Protection And Detection Systems Are Highly Reliable, With Comprehensive Safety Measures For Both Psdl And Staff. Good (80%): The Design Incorporates Effective Perimeter Walls, Guard Towers, And Security Features, With Minor Areas For Enhancement. Fire Protection And Detection Systems Are Reliable, With Adequate Safety Measures For Psdl And Staff. Acceptable (70%) The Design Includes Satisfactory Perimeter Walls, Guard Towers, And Security Features, Meeting Basic Requirements For Pdl Containment And Facility Security. Fire Protection And Detection Systems Are Functional, With Sufficient Safety Measures For Psdl And Staff. Some Reservations (50%): The Design Features Partially Effective Perimeter Walls, Guard Towers, And Security Features, With Notable Deficiencies In Pdl Containment And Facility Security. Fire Protection And Detection Systems Lack Reliability, With Limited Safety Measures For Psdl And Staff. Serious Reservations (20%): The Design Lacks Effective Perimeter Walls, Guard Towers, And Security Features, Compromising Pdl Containment And Facility Security. Fire Protection And Detection Systems Are Inadequate, Posing Significant Risks To Psdl And Staff Safety. Unacceptable (0%): The Design Neglects Perimeter Walls, Guard Towers, And Security Features, Failing To Ensure Pdl Containment And Facility Security. Fire Protection And Detection Systems Are Absent Or Non-functional, Posing Severe Risks To Psdl And Staff Safety. D. Sustainability And Environmental Considerations: Excellent (100%): The Design Includes Robust Safety Measures And Emergency Protocols, Ensuring The Safety And Well-being Of Psdl And Staff In Accordance With Ra 10575. Good (80%): The Design Integrates Sustainable Design Principles Effectively, With Minor Opportunities For Improvement In Energy Efficiency And Material Selection. Sewage Treatment And Water Conservation Measures Are Adequate, Supporting Environmental Sustainability. Acceptable (70%) The Design Includes Basic Sustainable Design Principles, Meeting Minimum Requirements For Energy Efficiency And Material Selection. Sewage Treatment And Water Conservation Measures Are Functional, Contributing To Environmental Sustainability. Some Reservations (50%): The Design Partially Incorporates Sustainable Design Principles, With Notable Deficiencies In Energy Efficiency And Material Selection. Sewage Treatment And Water Conservation Measures Lack Comprehensiveness, Limiting Environmental Sustainability. Serious Reservations (20%): The Design Lacks Consideration For Sustainable Design Principles, Neglecting Energy Efficiency And Eco-friendly Materials. Sewage Treatment And Water Conservation Measures Are Insufficient, Undermining Environmental Sustainability. Unacceptable (0%): The Design Disregards Sustainable Design Principles, Showing No Commitment To Energy Efficiency Or Eco-friendly Materials. Sewage Treatment And Water Conservation Measures Are Absent Or Inadequate, Disregarding Environmental Sustainability. E. Aesthetics And Architectural Design: Excellent (100%): The Design Exhibits Exceptional Aesthetic Appeal And Architectural Coherence, Showcasing Innovative And Visually Pleasing Elements. Consideration Of Local Architectural Vernacular And Contextual Integration Is Evident, Contributing To The Overall Excellence Of The Design. Good (80%): The Design Demonstrates Good Aesthetic Appeal And Architectural Coherence, With Some Areas For Enhancement In Creativity And Visual Impact. Consideration Of Local Architectural Vernacular And Contextual Integration Is Apparent, Enriching The Design. Acceptable (70%): The Design Achieves Acceptable Aesthetic Appeal And Architectural Coherence, Meeting Basic Expectations For Visual Presentation. Consideration Of Local Architectural Vernacular And Contextual Integration Is Present, Though Limited In Scope. Some Reservations (50%): The Design Lacks Significant Aesthetic Appeal And Architectural Coherence, With Notable Deficiencies In Creativity And Visual Impact. Consideration Of Local Architectural Vernacular And Contextual Integration Is Minimal, Detracting From The Overall Quality Of The Design. Serious Reservations (20%): The Design Exhibits Poor Aesthetic Appeal And Architectural Coherence, Failing To Engage Visually Or Inspire Interest. Consideration Of Local Architectural Vernacular And Contextual Integration Is Lacking, Diminishing The Design's Relevance And Appropriateness. Unacceptable (0%): The Design Lacks Any Aesthetic Appeal Or Architectural Coherence, Showing No Effort To Engage Visually Or Integrate With The Local Architectural Vernacular. Consideration Of Contextual Integration Is Absent, Rendering The Design Unsuitable For The Project. 8.1.2 Approach And Methodology For Detailed Engineering, Design, And Construction (40 Points) Excellent (100%): The Concept Of Approach And Methodology For Detailed Engineering, Design, And Construction Is Exceptionally Clear, Feasible, Innovative, And Comprehensive. The Plan Demonstrates A High Level Of Understanding Of Project Problems, Risks, And Suggested Solutions, With Well-defined Strategies For Addressing Them. Good (80%): The Concept Of Approach And Methodology For Detailed Engineering, Design, And Construction Is Clear, Feasible, And Comprehensive, With Some Innovative Elements. The Plan Adequately Addresses Project Problems, Risks, And Suggested Solutions, Though Some Areas May Require Further Development. Acceptable (70%): The Concept Of Approach And Methodology For Detailed Engineering, Design, And Construction Satisfactorily Addresses Project Requirements, With A Basic Level Of Clarity And Feasibility. The Plan Outlines Strategies For Addressing Project Problems, Risks, And Suggested Solutions, Meeting The Minimum Expectations. Some Reservations (50%): The Concept Of Approach And Methodology For Detailed Engineering, Design, And Construction Partially Addresses Project Requirements, With Notable Gaps In Clarity And Feasibility. The Plan Lacks Innovative Elements And May Inadequately Address Project Problems, Risks, And Suggested Solutions. Serious Reservations (20%): The Concept Of Approach And Methodology For Detailed Engineering, Design, And Construction Demonstrates Significant Deficiencies In Clarity, Feasibility, And Comprehensiveness. The Plan Fails To Adequately Address Project Problems, Risks, And Suggested Solutions, Indicating A Lack Of Understanding Or Inadequate Planning. Unacceptable (0%): The Concept Of Approach And Methodology For Detailed Engineering, Design, And Construction Is Unclear, Infeasible, And Lacks Comprehensiveness. The Plan Fails To Address Project Problems, Risks, And Suggested Solutions, Indicating A Fundamental Misunderstanding Or Disregard For Project Requirements. 8.1.3 Quality Of Personnel Assigned To The Project (25 Points) Excellent (100%): The Personnel Assigned To The Project, Including Key Staff, Are Highly Suitable And Competent To Perform Their Duties. Key Staff Members Possess Exceptional Qualifications, Competence, Education, And Training Relevant To Their Roles, Demonstrating A High Level Of Expertise And Experience. Good (80%): The Personnel Assigned To The Project, Including Key Staff, Are Suitable And Competent To Perform Their Duties Effectively. Key Staff Members Possess Relevant Qualifications, Competence, Education, And Training, Demonstrating Solid Expertise And Experience. Acceptable (70%): The Personnel Assigned To The Project, Including Key Staff, Meet The Basic Requirements For Suitability And Competence In Performing Their Duties. Key Staff Members Possess General Qualifications And Competence, Education, And Training Relevant To Their Roles, Meeting The Minimum Expectations. Some Reservations (50%): The Personnel Assigned To The Project, Including Key Staff, Demonstrate Some Suitability And Competence In Performing Their Duties, But Notable Deficiencies Are Present. Key Staff Members May Lack Certain Qualifications, Competence, Education, Or Training, Raising Concerns About Their Ability To Effectively Fulfill Their Roles. Serious Reservations (20%): The Personnel Assigned To The Project, Including Key Staff, Exhibit Significant Deficiencies In Suitability And Competence To Perform Their Duties. Key Staff Members Lack Essential Qualifications, Competence, Education, Or Training, Indicating A Lack Of Expertise Or Experience Relevant To Their Roles. Unacceptable (0%): The Personnel Assigned To The Project, Including Key Staff, Are Unsuitable And Incompetent To Perform Their Duties Effectively. Key Staff Members Lack The Necessary Qualifications, Competence, Education, And Training, Demonstrating A Fundamental Mismatch With The Requirements Of Their Roles. 8.2 Determination Of The Merit Point Score The Aggregate Of The Scores In Each Criterion Must Be 70% Or More To Pass Using The Following Formula In Equation. Description Weight (w) Rating (r) Criteria 1 35% (smax/sact) Criteria 2 40% Sact Criteria 3 25% Sact Smax = Η (100) Sact = R1 +r2 +r3 + . . .(rη) Where Η = Number Of Sub Criteria R = Rating Given To The Criteria/sub Criteria The Actual Score (sact) For Each Of The Criteria/sub Criteria Is Obtained By Adding All The Given Rating. (smax) Is The Summation Of Maximum Score Per Criteria 8.3 Passing Rate The Specific Passing Rate Value Depends On The Specific Context Of The Project, The Priorities Of The Design And Build Committee, And The Complexity Of The Requirements Outlined In Ra 10575. Based On The Provided Criteria And Descriptions, The Passing Rate For The Merit Point Criteria (mpc) Could Be Set At 75%. This Means That Bidders Must Score At Least 75% Or Higher In The Evaluation Process To Be Considered As Meeting The Minimum Requirements For The Project A. Pass Rate Per Criteria Will Be Determined Using The Formula: Score = W1*r1 + W2*r2 + W3*r3 B. A Bid Or Technical Bid That Failed In Any Of The Criteria’s Will Not Be Considered For Further Evaluation C. Score Above 75% Will Be Considered As Technically Responsive. Aggregate Score Of Less Than 75% Will Be Considered Failed, And May Be Rejected On That Basis. Second-step Procedure: Only Those Bids That Passed The Above Criteria Shall Be Subjected To The Second Step Of Evaluation. The Bac Shall Open The Financial Proposal Of Each “passed” Bidder And Shall Evaluate It Using Non-discretionary Criteria – Including Arithmetical Corrections For Computational Errors – As Stated In The Bidding Documents, And Thus Determine The Correct Total Calculated Prices. The Bac Shall Automatically Disqualify Any Total Calculated Bid Price Which Exceeds The Abc 9. Data To Be Provided By The Bucor These Data Are For Reference Only And Does Not Guarantee The Contractor That The Data Provided Are Correct, Free From Error, And Applicable To The Project At Hand. The Contractor Is Responsible For The Accuracy Or Applicability Of Any Data That He Will Use In His Design– Build Proposal And Services. Sample Data For Buildings: A. Conceptual Plans 10. Documents To Be Provided By The Contractor During Contract Implementation A. Detailed Architectural And Engineering Plans B. Design Analysis C. Survey Data D. Quantity Calculation E. Detailed Geotechnical Investigation Report F. Design Report. G. As-built Plans, (printed Including Cad Files And Bim Files (lod 500) H. Other Relevant Documents 11. Design And Build Period The Winning Bidder Shall Commence Actual Works Upon The Issuance By The Bucor Of The Notice To Proceed (ntp). The Winning Bidder Shall Complete The Daed And Submit Within The Ninety (60) Calendar Days (cds) Period To The Bucor For Review And Approval. The Contractor Shall Complete The Construction Of The Building Within 305 Cds For The Total Contract Duration Of 365 Cd. Conforme: Name Of Company In Print Signature Over Printed Name Of Authorized Representative/date Section Vii. Drawings The Conceptual Drawings Should Be Attached To This Section Or Annexed In A Separate Folder As Part Of The First Envelope (technical Component Envelope). Preliminary Conceptual Architectural Design Plans In Accordance With The Degree Of Details Specified By The Procuring Entity: At Suitable Scale On High Quality A3 Blue Print Paper /digital Print Minimum Size) 1. Location Plan/vicinity Map 2. Perspective 3. Floor Plans 4. Front View Elevation 5. Rear View Elevation 6. Left Side View Elevation 7. Right Side View Elevation 8. Longitudinal Section 9. Transverse Section Section Viii. Bill Of Quantities The Bill Of Quantities Should Be Attached To This Section As Part Of The Second Envelope (financial Component Envelope). Section Ix. Checklist Of Technical And Financial Documents Checklist Of Technical And Financial Documents I. Technical Component Envelope Class “a” Documents Legal Documents ⬜ (a) Valid Philgeps Registration Certificate (platinum Membership) (all Pages) In Accordance With Section 8.5.2 Of The Irr; Technical Documents ⬜ (b) Statement Of The Prospective Bidder Of All Its Ongoing Government And Private Contracts, Including Contracts Awarded But Not Yet Started, If Any, Whether Similar Or Not Similar In Nature And Complexity To The Contract To Be Bid; And ⬜ (c) Statement Of The Bidder’s Single Largest Completed Contract (slcc) Similar To The Contract To Be Bid, Except Under Conditions Provided Under The Rules; And ⬜ (d) Special Pcab License In Case Of Joint Ventures And Registration For The Type And Cost Of The Contract To Be Bid; And ⬜ (e) Original Copy Of Bid Security. If In The Form Of A Surety Bond, Submit Also A Certification Issued By The Insurance Commission Or Original Copy Of Notarized Bid Securing Declaration; And (f) Project Requirements, Which Shall Include The Following: ⬜ A. Organizational Chart For The Contract To Be Bid; ⬜ B. List Of Contractor’s Key Personnel (e.g., Project Manager, Project Engineers, Materials Engineers, And Foremen), To Be Assigned To The Contract To Be Bid With Their Complete Qualification And Experience Data And Photocopy Of Their Valid Licenses Issued By The Professional Regulatory Commission (prc) And Curriculum Vitae Of Key Staff, Partners Or Principal Officers With A Minimum Work Experience Requirements Set In The Bds; ⬜ C. List Of Contractor’s Major Equipment Units, Which Are Owned, Leased, And/or Under Purchase Agreements, Supported By Proof Of Ownership Or Certification Of Availability Of Equipment From The Equipment Lessor/vendor For The Duration Of The Project, As The Case May Be; And ⬜ (g) Original Duly Signed Omnibus Sworn Statement (oss); And If Applicable, Original Notarized Secretary’s Certificate Or Board Resolution/partnership Resolution In Case Of A Corporation, Partnership, Or Cooperative; Or Original Notarized Special Power Of Attorney In Case Of Sole Proprietorship Of All Members Of The Joint Venture Giving Full Power And Authority To Its Officer To Sign The Oss And Do Acts To Represent The Bidder. And ⬜ (h) Conformity With The Technical Specifications (scope Of Work); And ⬜ (i) Preliminary Conceptual Architectural Design Plans In Accordance With The Degree Of Details Specified By The Procuring Entity: (at Suitable Scale On High Quality A3 Blue Print Paper /digital Print Minimum Size) 1. Location Plan/vicinity Map 2. Perspective 3. Floor Plans 4. Front View Elevation 5. Rear View Elevation 6. Left Side View Elevation 7. Right Side View Elevation 8. Longitudinal Section 9. Transverse Section ⬜ (j) Design And Construction Method And ⬜ (k) Value Engineering Analysis Of The Design And Construction Method. And Financial Documents ⬜ (l) The Prospective Bidder’s Computation Of Net Financial Contracting Capacity (nfcc) At Least Equal To The Abc. And Class “b” Documents ⬜ (m) Jv Bidders Shall Submit A Jva In Accordance With R.a. 4566 And Its Irr. Each Partner Of The Joint Venture Shall Submit Their Respective Philgeps Certificates Of Registration In Accordance With Section 8.5.2 Of This Irr. The Submission Of Technical And Financial Eligibility Documents By Any Of The Joint Venture Partners Constitutes Compliance: Provided, That The Partner Responsible To Submit The Nfcc Shall Likewise Submit The Statement Of All Of Its Ongoing Contracts And Audited Financial Statements. Ii. Financial Component Envelope ⬜ (n) Original Of Duly Signed And Accomplished Financial Bid Form; And Other Documentary Requirements Under Ra No. 9184 ⬜ (o) Original Of Duly Signed Bid Prices In The Bill Of Quantities; And ⬜ (p) Duly Accomplished Detailed Estimates Form, Including A Summary Sheet Indicating The Unit Prices Of Construction Materials, Labor Rates, And Equipment Rentals Used In Coming Up With The Bid; And ⬜ (q) Cash Flow And Payment Schedule. Bidding Form Company Letterhead Statement Of Ongoing Government & Private Contracts Design And Build Of Bureau Of Corrections Supermaximum Prison Facility (2nd Phase) At Sablayan Prison And Penal Farm (sppf) Statement Of All Its Ongoing Government And Or Private Contracts Including Contracts Awarded But Not Yet Started, If Any Whether Similar Or Not Similar In Nature. Name Of Contract Date Of Contract Contract Duration Owner’s Name And Address Nature Of Work Contractor’s Role (whether Sole Contractor, Subcontractor, Or Partner In A Jv) And Percentage Of Participation Total Contract Value At Award Date Of Completion Or Estimated Completion Time Value Of Outstanding Works Certified Correct: Name And Signature Of Authorized Representative Position Date Company Letterhead Statement Of Single Largest Completed Contract Design And Build Of Bureau Of Corrections Supermaximum Prison Facility (2nd Phase) At Sablayan Prison And Penal Farm (sppf) Statement Of Single (1) Largest Completed Contract Of Similar In Nature Within The Last Six (6) Years From The Date Of Submission And Receipt Of Bids Amounting To At Least Fifty Percent (50%) Of The Approved Budget Of The Contract (abc) Name Of Contract Date Of Contract Contract Duration Owner’s Name And Address Nature Of Work Contractor’s Role (whether Sole Contractor, Subcontractor, Or Partner In A Jv) And Percentage Of Participation Total Contract Value At Award Amount Of Completed Contracts, Adjusted By The Bidder To Current Prices Using Psa’s Consumer Price Index, If Necessary Date Of Completion Or Estimated Completion Time Certified Correct: Name And Signature Of Authorized Representative Position Date Company Letterhead Design And Build Of Bureau Of Corrections Supermaximum Prison Facility (2nd Phase) At Sablayan Prison And Penal Farm (sppf) Republic Of The Philippines) City Of _______________________) S.s. X------------------------------------------------------x Bid Securing Declaration Invitation To Bid: [insert Reference Number] To: Bureau Of Corrections I/we, The Undersigned, Declare That: 1. I/we Understand That, According To Your Conditions, Bids Must Be Supported By A Bid Security, Which May Be In The Form Of A Bid-securing Declaration. 2. I/we Accept That: (a) I/we Will Be Automatically Disqualified From Bidding For Any Contract With Any Procuring Entity For A Period Of Two (2) Years Upon Receipt Of Your Blacklisting Order; And, (b) I/we Will Pay The Applicable Fine Provided Under Section 6 Of The Guidelines On The Use Of Bid Securing Declaration, Within Fifteen (15) Days From Receipt Of The Written Demand By The Procuring Entity For The Commission Of Acts Resulting To The Enforcement Of The Bid Securing Declaration Under Sections 23.1(b), 34.2, 40.1 And 69.1, Except 69.1(f), Of The Irr Of Ra 9184; Without Prejudice To Other Legal Action The Government May Undertake. 3. I/we Understand That This Bid Securing Declaration Shall Cease To Be Valid On The Following Circumstances: (a) Upon Expiration Of The Bid Validity Period, Or Any Extension Thereof Pursuant To Your Request; (b) I Am/we Are Declared Ineligible Or Post-disqualified Upon Receipt Of Your Notice To Such Effect, And (i) I/we Failed To Timely File A Request For Reconsideration Or (ii) I/we Filed A Waiver To Avail Of Said Right; (c) I Am/we Are Declared The Bidder With The Lowest Calculated Responsive Bid, And I/we Have Furnished The Performance Security And Signed The Contract. In Witness Whereof, I/we Have Hereunto Set My/our Hand/s This ____ Day Of [month] [year] At [place Of Execution]. ______________________________________________________ [insert Name Of Bidder’s Authorized Representative] _____________________________ [insert Signatory’s Legal Capacity] Affiant Subscribed And Sworn To Before Me This ___ Day Of [month] [year] At [place Of Execution], Philippines. Affiant/s Is/are Personally Known To Me And Was/were Identified By Me Through Competent Evidence Of Identity As Defined In The 2004 Rules On Notarial Practice (a.m. No. 02-8-13-sc). Affiant/s Exhibited To Me His/her [insert Type Of Government Identification Card Used], With His/her Photograph And Signature Appearing Thereon, With No. ____________ Issued On ______________ At ___________________________________. Witness My Hand And Seal This ___ Day Of [month] [year]. Name Of Notary Public Serial No. Of Commission _______________ Notary Public For _______ Until __________ Roll Of Attorneys No. __________________ Ptr No. ______ [date Issued], [place Issued] Ibp No. ______ [date Issued], [place Issued Doc. No. _____ Page No. _____ Book No. _____ Series Of ____ Company Letterhead Omnibus Sworn Statement Design And Build Of Bureau Of Corrections Supermaximum Prison Facility (2nd Phase) At Sablayan Prison And Penal Farm (sppf) _________________________________________________________________________ Republic Of The Philippines ) City/municipality Of ______ ) S.s. Affidavit I, [name Of Affiant], Of Legal Age, [civil Status], [nationality], And Residing At [address Of Affiant], After Having Been Duly Sworn In Accordance With Law, Do Hereby Depose And State That: 1. [select One, Delete The Other:] [if A Sole Proprietorship:] I Am The Sole Proprietor Or Authorized Representative Of [name Of Bidder] With Office Address At [address Of Bidder]; [if A Partnership, Corporation, Cooperative, Or Joint Venture:] I Am The Duly Authorized And Designated Representative Of [name Of Bidder] With Office Address At [address Of Bidder]; 2. [select One, Delete The Other:] [if A Sole Proprietorship:] As The Owner And Sole Proprietor, Or Authorized Representative Of [name Of Bidder], I Have Full Power And Authority To Do, Execute And Perform Any And All Acts Necessary To Participate, Submit The Bid, And To Sign And Execute The Ensuing Contract For Design And Build Of Bureau Of Corrections Supermaximum Prison Facility (2nd Phase) Of The Bureau Of Corrections, As Shown In The Attached Duly Notarized Special Power Of Attorney; [if A Partnership, Corporation, Cooperative, Or Joint Venture:] I Am Granted Full Power And Authority To Do, Execute And Perform Any And All Acts Necessary To Participate, Submit The Bid, And To Sign And Execute The Ensuing Contract For Design And Build Of Bureau Of Corrections Supermaximum Prison Facility (2nd Phase) Of The Bureau Of Corrections, As Shown In The Attached [state Title Of Attached Document Showing Proof Of Authorization (e.g., Duly Notarized Secretary’s Certificate, Board/partnership Resolution, Or Special Power Of Attorney, Whichever Is Applicable;)]; 3. [name Of Bidder] Is Not “blacklisted” Or Barred From Bidding By The Government Of The Philippines Or Any Of Its Agencies, Offices, Corporations, Or Local Government Units, Foreign Government/foreign Or International Financing Institution Whose Blacklisting Rules Have Been Recognized By The Government Procurement Policy Board, By Itself Or By Relation, Membership, Association, Affiliation, Or Controlling Interest With Another Blacklisted Person Or Entity As Defined And Provided For In The Uniform Guidelines On Blacklisting; 4. Each Of The Documents Submitted In Satisfaction Of The Bidding Requirements Is An Authentic Copy Of The Original, Complete, And All Statements And Information Provided Therein Are True And Correct; 5. [name Of Bidder] Is Authorizing The Head Of The Procuring Entity Or Its Duly Authorized Representative(s) To Verify All The Documents Submitted; 6. [select One, Delete The Rest:] [if A Sole Proprietorship:] The Owner Or Sole Proprietor Is Not Related To The Head Of The Procuring Entity, Members Of The Bids And Awards Committee (bac), The Technical Working Group, And The Bac Secretariat, The Head Of The Project Management Office Or The End-user Unit, And The Project Consultants By Consanguinity Or Affinity Up To The Third Civil Degree; [if A Partnership Or Cooperative:] None Of The Officers And Members Of [name Of Bidder] Is Related To The Head Of The Procuring Entity, Members Of The Bids And Awards Committee (bac), The Technical Working Group, And The Bac Secretariat, The Head Of The Project Management Office Or The End-user Unit, And The Project Consultants By Consanguinity Or Affinity Up To The Third Civil Degree; [if A Corporation Or Joint Venture:] None Of The Officers, Directors, And Controlling Stockholders Of [name Of Bidder] Is Related To The Head Of The Procuring Entity, Members Of The Bids And Awards Committee (bac), The Technical Working Group, And The Bac Secretariat, The Head Of The Project Management Office Or The End-user Unit, And The Project Consultants By Consanguinity Or Affinity Up To The Third Civil Degree; 7. [name Of Bidder] Complies With Existing Labor Laws And Standards; And 8. [name Of Bidder] Is Aware Of And Has Undertaken The Responsibilities As A Bidder In Compliance With The Philippine Bidding Documents, Which Includes: A. Carefully Examining All Of The Bidding Documents; B. Acknowledging All Conditions, Local Or Otherwise, Affecting The Implementation Of The Contract; C. Making An Estimate Of The Facilities Available And Needed For The Contract To Be Bid, If Any; And D. Inquiring Or Securing Supplemental/bid Bulletin(s) Issued For The Design And Build Of Bureau Of Corrections Supermaximum Prison Facility (2nd Phase). 9. [name Of Bidder] Did Not Give Or Pay Directly Or Indirectly, Any Commission, Amount, Fee, Or Any Form Of Consideration, Pecuniary Or Otherwise, To Any Person Or Official, Personnel Or Representative Of The Government In Relation To Any Procurement Project Or Activity. 10. In Case Advance Payment Was Made Or Given, Failure To Perform Or Deliver Any Of The Obligations And Undertakings In The Contract Shall Be Sufficient Grounds To Constitute Criminal Liability For Swindling (estafa) Or The Commission Of Fraud With Unfaithfulness Or Abuse Of Confidence Through Misappropriating Or Converting Any Payment Received By A Person Or Entity Under An Obligation Involving The Duty To Deliver Certain Goods Or Services, To The Prejudice Of The Public And The Government Of The Philippines Pursuant To Article 315 Of Act No. 3815 S. 1930, As Amended, Or The Revised Penal Code. In Witness Whereof, I Have Hereunto Set My Hand This __ Day Of ___, 2024 At ____________, Philippines. _____________________________________ Bidder’s Representative/authorized Signatory Affiant Subscribed And Sworn To Before Me This ___ Day Of [month] [year] At [place Of Execution], Philippines. Affiant/s Is/are Personally Known To Me And Was/were Identified By Me Through Competent Evidence Of Identity As Defined In The 2004 Rules On Notarial Practice (a.m. No. 02-8-13-sc). Affiant/s Exhibited To Me His/her [insert Type Of Government Identification Card Used], With His/her Photograph And Signature Appearing Thereon, With No. ____________ And Issued On ____________________ At _____________________. Witness My Hand And Seal This ___ Day Of [month] [year]. Name Of Notary Public Serial No. Of Commission _______________ Notary Public For _______ Until __________ Roll Of Attorneys No. __________________ Ptr No. ______ [date Issued], [place Issued] Ibp No. ______ [date Issued], [place Issued] Doc. No. _____ Page No. _____ Book No. _____ Series Of _____ Company Letterhead Certificate Of Net Financial Contracting Capacity Design And Build Of Bureau Of Corrections Supermaximum Prison Facility (2nd Phase) At Sablayan Prison And Penal Farm (sppf) (please Show Figures At How You Arrived At The Nfcc) This Is To Certify That Our Net Financial Contracting Capacity (nfcc) Is _____________________ (p____________) Which Is At Least Equal To The Total Ceiling Price We Are Bidding. The Amount Is Computed As Follows: (please Show Computation Of Nfcc) Nfcc = (ca-cl) (15) – C Where: Ca = Current Assets Cl = Current Liabilities C = Value Of All Outstanding Or Uncompleted Portions Of The Projects Under Going Contracts, Including Awarded Contracts Yet To Be Started Coinciding With The Contract For This Project Note: The Values Of The Bidder’s Current Assets And Current Liabilities Shall Be Based On The Audited Financial Statement Submitted To The Bir. Issued This _________________day Of ________________, 2024 _______________________________________________ Name & Signature Of Authorized Representative ____________________ Position _______________ Date Company Letterhead Bid Form Date: Ib No: To Bids And Awards Committee Bureau Of Corrections Nbp Reservation Muntinlupa City We, The Undersigned, Declare That: (a) We Have Examined And Have No Reservation To The Bidding Documents, Including Addenda, For The Contract Design And Build Of Bureau Of Corrections Supermaximum Prison Facility (2nd Phase) At Sablayan Prison And Penal Farm (sppf) (b) We Offer To Execute The Works For This Contract In Accordance With The Bid And Bid Data Sheet, General And Special Conditions Of Contract Accompanying This Bid; The Total Price Of Our Bid, Excluding Any Discounts Offered Below Is: ________________________________________₱_________________; The Discounts Offered And The Methodology For Their Application Are: [insert Information]; (c) Our Bid Shall Be Valid For A Period Of 120 Calendar Days From The Date Fixed For The Bid Submission Deadline In Accordance With The Bidding Documents, And It Shall Remain Binding Upon Us And May Be Accepted At Any Time Before The Expiration Of That Period; (d) If Our Bid Is Accepted, We Commit To Obtain A Performance Security In The Amount Of 30% Percent Of The Contract Price For The Due Performance Of The Contract; (e) Our Firm, Including Any Subcontractors Or Suppliers For Any Part Of The Contract, Have Nationalities From The Following Eligible Countries; (f) We Are Not Participating, As Bidders, In More Than One Bid In This Bidding Process, Other Than Alternative Offers In Accordance With The Bidding Documents; (g) Our Firm, Its Affiliates Or Subsidiaries, Including Any Subcontractors Or Suppliers For Any Part Of The Contract, Has Not Been Declared Ineligible By The Funding Source; (h) We Understand That This Bid, Together With Your Written Acceptance Thereof Included In Your Notification Of Award, Shall Constitute A Binding Contract Between Us, Until A Formal Contract Is Prepared And Executed; And (i) We Understand That You Are Not Bound To Accept The Lowest Calculated Bid Or Any Other Bid That You May Receive. (j) We Likewise Certify/confirm That The Undersigned, Is The Duly Authorized Representative Of The Bidder, And Granted Full Power And Authority To Do, Execute And Perform Any And All Acts Necessary To Participate, Submit The Bid, And To Sign And Execute The Ensuing Contract For The Design And Build Of Bureau Of Corrections Supermaximum Prison Facility (2nd Phase) Of The Bureau Of Corrections. (k) We Acknowledge That Failure To Sign Each And Every Page Of This Bid Form, Including The Bill Of Quantities, Shall Be A Ground For The Rejection Of Our Bid. Name: In The Capacity Of: Signed: Duly Authorized To Sign The Bid For And On Behalf Of: Date: ___________

Description: Contact Information|4|n742.11|wvsdd |717-605-7574|ashton.k.perry.civ@us.navy.mil| item Unique Identification And Valuation (jan 2023)|19|||||||||||||||||||| higher-level Contract Quality Requirement (navicp Review Feb 1991)(feb 1999)|1|see Specification Sections C And E| inspection Of Supplies--fixed-price (aug 1996)|2||| inspection And Acceptance - Short Version|8|x||x|||||| inspection/acceptance Point|6||||||| time Of Delivery (june 1997)|20|clin 0001aa|6 (six)|500|||||||||||||||||| wide Area Workflow Payment Instructions (jan 2023)|16|stand-alone Receiving Report - Certifications Combo-receiving Report & Invoice - Material |n/a|tbd|n00104|tbd|n39040 - Certifications, S4306a - Material |n50286 |tbd|133.2|n/a|n/a|s4306a - Material|n/a|n/a|see dd1423|port_ptnh_wawf_notification@navy.mil| navy Use Of Abilityone Support Contractor - Release Of Offeror Information (3-18))|1|wss| equal Opportunity (sep 2016)|2||| warranty Of Supplies Of A Noncomplex Nature (june 2003)|6|one Year From Date Of Delivery.|one Year From Date Of Delivery.||||| warranty Of Data--basic (mar 2014)|2||| first Article Approval--government Testing (sep 1989)|7|1|0001ac|210 |receiving Officer Portsmouth Naval Shipyard, Building 240, Code 270.4(207-438-5898) Kittery Maine, 03904|30|x|| buy American-free Trade Agreements-balance Of Payments Program-basic (feb 2024)|11|||||||||||| notice Of Total Small Business Set-aside (oct 2020)(deviation 2020-o0008)|1|| alternate A, Annual Representations And Certifications (oct 2024)|13|||||||||||||| small Business Program Representations (feb 2024)|4||||| buy American-free Trade Agreements-balance Of Payments Program Certificate-basic (feb 2024))|5|||||| buy American-balance Of Payments Program Certificate-basic (feb 2024)|1|| annual Representations And Certifications (may 2024)|13| 335931|600 (# Of Employees)|||||||||||| notice Of Priority Rating For National Defense, Emergency Perpardeness, And Enrgy Progam Use (april 2008))|2|x|| evaluation Of First Article Testing|3|x|$14,000.00|| 1.the Resultant Award Of This Solicitation Will Be Issued Bilaterally,requiring The Contractor's Written Acceptance Prior To Execution. 2. D1423 Data Item A001 May Be Waived If Already On File At Navsup Wssmechanicsburg. 3. Submission Of Certification Data Cdrls Will Be On Or Before 20 Days Prior To Scheduled Delivery. Pnsy Review/acceptance Of Certification Cdrls 18 Working Days After Receipt Of Certification Dd 1423 Cdrls. Final Delivery Of Material Will Be On Or Before 500 Days After Effective Date Of The Resulting Contract. 4. Any Contract Awarded As A Result Of This Solicitation Will Be "dx" Ratedorder Certified For National Defense Use Under The Defense Priorities Andallocations System (dpas). 5. This Requires First Article Testing (fat) To Be Completed By The Government (destructive). Please See Clause 52.209-4 For More Details. 6. All Contractual Documents (i.e. Contracts, Purchase Orders, Task Orders,delivery Orders, And Modifications) Related To The Instant Procurement Areconsidered To Be "issued" By The Government When Copies Are Either Deposited In The Mail, Transmitted By Facsimile, Or Sent By Other Electronic Commercemethods, Such As Email. The Government's Acceptance Of The Contractor's Proposal Constitutes Bilateral Agreement To "issue" Contractual Documents As Detailed Herein. \ 1. Scope 1.1 The Material Covered In This Contract/purchase Order Will Be Used In A Crucial Shipboard System. The Use Of Incorrect Or Defective Material Would Create A High Probability Of Failure Resulting In Serious Personnel Injury, Loss Of Life, Loss Of Vital shipboard Systems, Or Loss Of The Ship Itself. Therefore, The Material Has Been Designated As Special Emphasis Material (level I, Scope Of Certification, Or Quality Assured) And Special Control Procedures Are Invoked To Ensure Receipt Of Correct Material. 2. Applicable Documents 2.1 Order Of Precedence - In The Event Of A Conflict Between The Text Of This Contract/purchase Order And The References And/or Drawings Cited Herein, The Text Of This Contract/purchase Order Must Take Precedence. Nothing In This Contract/purchase Order, however, Must Supersede Applicable Laws And Regulations Unless A Specific Exemption Has Been Obtained. 2.2 Applicable Documents - The Document(s) Listed Below Form A Part Of This Contract/purchase Order Including Modifications Or Exclusions. 2.2.1 Specification Revisions - The Specification Revisions Listed Under "documents References" Below Are The Preferred Revision. Older And/or Newer R Evisions Are Acceptable When Listed Within Contract Support Library Reference Number Csd155 In Ecds (electric contractor Data Submission) At: Ht Tps://register.nslc.navy.mil/. This Is To Allow Contractors To Use Certain Acceptable Older Specification Revisions To Purge Their Existing Stock Of Material Certified To Those Older Revisions Or To Use Newer Specification revisions When Material Is Certified To Newly Released Revisions,without Requiring The Submittal Of Waiver/deviation Requests For Each Specification Revision On Every Contract. Revisions Of Specifications Reflecting Editorial And/or Re-approval (e.g. E2009, r2014, Etc.) Are Considered Inconsequential, But Are Acceptable When Their Revisions Are Listedwithin Csd155 Or Elsewhere Within This Contract. 2.2.2 Documents, Drawings, And Publications Supplied Are Listed Under "drawing Number". These Items Should Be Retained Until An Award Is Made. 2.2.3 "document References" Listed Below Must Be Obtained By The Contractor. Ordering Information Is Included As An Attachment To This Contract/purchase Order. drawing Data=cpg1022 |96169| F| |d|0001 | F|49998|0030132 drawing Data=cpg1022 |96169| F| |d|0002 | F|49998|0021064 drawing Data=cpg1022 |96169| F| |d|0003 | F|49998|0022286 drawing Data=cpg1022 |96169| F| |d|0004 | F|49998|0021419 drawing Data=cpg1022 |96169| F| |d|0005 | F|49998|0022582 drawing Data=cpg1022 |96169| F| |d|0006 | F|49998|0019811 drawing Data=cpg1022 |96169| F| |d|0007 | F|49998|0022652 drawing Data=cpg1022 |96169| F| |d|0008 | F|49998|0011258 drawing Data=cpg1022 |96169| F| |d|0009 | F|49998|0023824 drawing Data=cpg1022 |96169| F| |d|0010 | F|49998|0020856 drawing Data=cpg1022 |96169| F| |d|0011 | F|49998|0014477 drawing Data=cpg1022 |96169| F| |d|0012 | F|49998|0008560 drawing Data=cpg1022 |96169| F| |d|0013 | F|49998|0018011 drawing Data=cpg1022 |96169| F| |d|0014 | F|49998|0025103 drawing Data=cpg1022 |96169| F| |d|0015 | F|49998|0023546 drawing Data=cpg1022 |96169| F| |d|0016 | F|49998|0020347 drawing Data=cpg1022 |96169| F| |d|0017 | F|49998|0025199 drawing Data=cpg1022 |96169| F| |d|0018 | F|49998|0045572 drawing Data=cpg1022 |96169| F| |d|0019 | F|49998|0040276 drawing Data=cpg1022 |96169| F| |d|0020 | F|49998|0039212 drawing Data=cpg1022 |96169| F| |d|0021 | F|49998|0030139 drawing Data=cpg1022 |96169| F| |d|0022 | F|49998|0037282 drawing Data=cpg1022 |96169| F| |d|0023 | F|49998|0033419 drawing Data=cpg1022 |96169| F| |d|0024 | F|49998|0046612 drawing Data=cpg1022 |96169| F| |d|0025 | F|49998|0042207 drawing Data=cpg1022 |96169| F| |d|0026 | F|49998|0045002 drawing Data=cpg1022 |96169| F| |d|0027 | F|49998|0009713 drawing Data=cpg1022 |96169| F| |d|0028 | F|49998|0046354 drawing Data=cpg1022 |96169| F| |d|0029 | F|49998|0005500 drawing Data=cpg1022 |96169| F| |d|0030 | F|49998|0016659 drawing Data=cpg1022 |96169| F| |d|0031 | F|49998|0041132 drawing Data=cpg1022 |96169| F| |d|0032 | F|49998|0014803 drawing Data=cpg1022 |96169| F| |d|0033 | 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F|49998|0010755 drawing Data=cpg1022 |96169| F| |d|0051 | F|49998|0018605 drawing Data=cpg1022 |96169| F| |d|0052 | F|49998|0009701 drawing Data=cpg1022 |96169| F| |d|0053 | F|49998|0024802 drawing Data=cpg1022 |96169| F| |d|0054 | F|49998|0032131 drawing Data=cpg1022 |96169| F| |d|0055 | F|49998|0014331 drawing Data=cpg1022 |96169| F| |d|0056 | F|49998|0010587 drawing Data=cpg1022 |96169| F| |d|0057 | F|49998|0015026 drawing Data=cpg1022-1 |96169| D| |d|0000.a | D|49998|0074948 drawing Data=cpg1022-1 |96169| D| |d|0000.b | C|49998|0129832 drawing Data=cpg1022-1 |96169| D| |d|0000.c | D|49998|0016731 drawing Data=cpg1022-1 |96169| D| |d|0001 | D|49998|0095662 drawing Data=cpg1022-1 |96169| D| |d|0002 | C|49998|0048488 drawing Data=cpg1022-1 |96169| D| |d|0003 | C|49998|0049407 drawing Data=cpg1022-1 |96169| D| |d|0004 | D|49998|0061828 drawing Data=cpg1022-1 |96169| D| |d|0005 | B|49998|0017369 drawing Data=cpg1022-1 |96169| D| |d|0006 | D|49998|0024738 drawing Data=cpg1022-1 |96169| D| |d|0007 | B|49998|0020905 drawing Data=cpg1022-1 |96169| D| |d|0008 | D|49998|0019097 drawing Data=cpg1022-1 |96169| D| |d|0009 | C|49998|0017763 drawing Data=cpg1022-1 |96169| D| |d|0010 | D|49998|0055696 drawing Data=cpg1022-1 |96169| D| |d|0011 | B|49998|0015906 drawing Data=cpg1025 |96169| P| |d|0001 | P|49998|0031294 drawing Data=cpg1025 |96169| P| |d|0002 | P|49998|0013077 drawing Data=cpg1025 |96169| P| |d|0003 | P|49998|0011923 drawing Data=cpg1025 |96169| P| |d|0004 | P|49998|0021385 drawing Data=cpg1025 |96169| P| |d|0005 | P|49998|0020123 drawing Data=cpg1025 |96169| P| |d|0006 | P|49998|0012596 drawing Data=cpg1025 |96169| P| |d|0007 | P|49998|0020575 drawing Data=cpg1025 |96169| P| |d|0008 | P|49998|0025829 drawing Data=cpg1025 |96169| P| |d|0009 | P|49998|0025129 drawing Data=cpg1025 |96169| P| |d|0010 | P|49998|0025305 drawing Data=cpg1025 |96169| P| |d|0011 | P|49998|0026218 drawing Data=cpg1025 |96169| P| |d|0012 | P|49998|0023610 drawing Data=cpg1025 |96169| P| |d|0013 | P|49998|0024504 drawing Data=cpg1025 |96169| P| |d|0014 | P|49998|0020909 drawing Data=cpg1025 |96169| P| |d|0015 | P|49998|0025043 drawing Data=cpg1025 |96169| P| |d|0016 | P|49998|0024761 drawing Data=cpg1025 |96169| P| |d|0017 | P|49998|0027299 drawing Data=cpg1025 |96169| P| |d|0018 | P|49998|0042937 drawing Data=cpg1025 |96169| P| |d|0019 | P|49998|0040502 drawing Data=cpg1025 |96169| P| |d|0020 | P|49998|0036449 drawing Data=cpg1025 |96169| P| |d|0021 | P|49998|0036830 drawing Data=cpg1025 |96169| P| |d|0022 | P|49998|0033796 drawing Data=cpg1025 |96169| P| |d|0023 | P|49998|0027339 drawing Data=cpg1025 |96169| P| |d|0024 | P|49998|0041721 drawing Data=cpg1025 |96169| P| |d|0025 | P|49998|0036782 drawing Data=cpg1025 |96169| P| |d|0026 | P|49998|0037911 drawing Data=cpg1025 |96169| P| |d|0027 | P|49998|0019706 drawing Data=cpg1025 |96169| P| |d|0028 | P|49998|0031258 drawing Data=cpg1025 |96169| P| |d|0029 | P|49998|0028386 drawing Data=cpg1025 |96169| P| |d|0030 | P|49998|0034996 drawing Data=cpg1025 |96169| P| |d|0031 | P|49998|0037489 drawing Data=cpg1025 |96169| P| |d|0032 | P|49998|0026677 drawing Data=cpg1025 |96169| P| |d|0033 | P|49998|0017312 drawing Data=cpg1025 |96169| P| |d|0034 | P|49998|0030851 drawing Data=cpg1025 |96169| P| |d|0035 | P|49998|0028589 drawing Data=cpg1025 |96169| P| |d|0036 | P|49998|0009063 drawing Data=cpg1025 |96169| P| |d|0037 | P|49998|0004112 drawing Data=cpg1025 |96169| P| |d|0038 | P|49998|0013152 drawing Data=cpg1025 |96169| P| |d|0039 | P|49998|0009572 drawing Data=cpg1025 |96169| P| |d|0040 | P|49998|0012321 drawing Data=cpg1025 |96169| P| |d|0041 | P|49998|0009310 drawing Data=cpg1025 |96169| P| |d|0042 | P|49998|0006784 drawing Data=cpg1025 |96169| P| |d|0043 | P|49998|0006124 drawing Data=cpg1025 |96169| P| |d|0044 | P|49998|0008489 drawing Data=cpg1025 |96169| P| |d|0045 | P|49998|0007044 drawing Data=cpg1025-1 |96169| M| |d|0000.a | M|49998|0758554 drawing Data=cpg1025-1 |96169| M| |d|0000.b | G|49998|1277830 drawing Data=cpg1025-1 |96169| M| |d|0000.c | M|49998|0763525 drawing Data=cpg1025-1 |96169| M| |d|0001 | L|49998|1091102 drawing Data=cpg1025-1 |96169| M| |d|0002 | M|49998|1201771 drawing Data=cpg1025-1 |96169| M| |d|0003 | L|49998|1102853 drawing Data=cpg1025-1 |96169| M| |d|0004 | E|49998|0841196 drawing Data=cpg1025-1 |96169| M| |d|0005 | D|49998|0392069 drawing Data=cpg1025-1 |96169| M| |d|0006 | B|49998|0547744 drawing Data=cpg1025-1 |96169| M| |d|0007 | D|49998|0409468 drawing Data=cpg1025-1 |96169| M| |d|0008 | B|49998|0424196 drawing Data=cpg1025-1 |96169| M| |d|0009 | L|49998|0555538 drawing Data=cpg1025-1 |96169| M| |d|0010 | J|49998|0536845 drawing Data=cpg1025-1 |96169| M| |d|0011 | B|49998|0594238 drawing Data=cpg1025-1 |96169| M| |d|0012 | A|49998|0635118 drawing Data=cpg1025-1 |96169| M| |d|0013 | F|49998|0683845 drawing Data=cpg1025-1 |96169| M| |d|0014 | C|49998|0649459 drawing Data=cpg1025-1 |96169| M| |d|0015 | A|49998|0543639 drawing Data=cpg1025-1 |96169| M| |d|0016 | C|49998|0683318 drawing Data=cpg1025-1 |96169| M| |d|0017 | D|49998|0554866 drawing Data=cpg1025-1 |96169| M| |d|0018 | D|49998|0421953 drawing Data=cpg1025-1 |96169| M| |d|0019 | K|49998|0559184 drawing Data=cpg1025-1 |96169| M| |d|0020 | K|49998|0762215 drawing Data=cpg1025-1 |96169| M| |d|0021 | M|49998|0397387 document Ref Data=fed-std-h28 | | |b |190424|a| | | document Ref Data=fed-std-h28 |0020| |b |941221|a| |01| document Ref Data=ansi/asq Z1.4 | | | |080101|a| | | document Ref Data=qq-n-281 | | |d |851023|a| 2| | document Ref Data=qq-n-286 | | |g |001207|a| | | document Ref Data=mil-std-792 | | |f |060519|a| | | document Ref Data=mil-std-2035 | | |a |950515|a| | | document Ref Data=mil-std-2132 | | |d |080310|f| |01| document Ref Data=iso_9001 | | | |081115|a| | | document Ref Data=iso10012 | | | |030415|a| | | document Ref Data=iso/iec 17025 | | | |050515|a| | | document Ref Data=mil-dtl-24231 | | |e |130426|a| | | document Ref Data=mil-dtl-24231 |0011| |e |130426|a| | | document Ref Data=mil-dtl-24231 |0013| |e |130426|a| | | document Ref Data=mil-i-45208 | | |a |810724|a| 1| | document Ref Data=a-a-59004 | | |b |181118|a| | | document Ref Data=ansi/ncsl Z540.3 | | | |130326|a| | | document Ref Data=0900-lp-001-7000 | | | |810101|c| |01| document Ref Data=s9074-aq-gib-010/248 | | |1 |191112|a| | | document Ref Data=t9074-as-gib-010/271 | | |1 |140911|a| | | document Ref Data=mil-std-45662 | | |a |880801|a| | | document Ref Data=s9074-ar-gib-010a/278 (chg A) | | | |130214|a| | | 3. Requirements 3.1 Manufacture And Design - The Item Furnished Under This Contract/purchase Order Must Meet The Requirements As Specified In Cpg 1025, Except As Amplified Or Modified Herein. Cpg 1025 Ordering Data Information Is Provided Below. (a) Penetrator, Connector Type, Electrical; Cpg 1025. (b) ;connectorized Hull Penetrator Assemblies, Multiple Connector Type, Cpg 1025/1, Part Number Cpg 1025/1-101; (c) Special Wiring And Inboard Cables Are Not Required. (d) Pressure Proof Receptacle Caps Are Not Required. (e) Level Of Preservation, Packaging, And Marking Must Be As Specified Elsewhere In The Contract/purchase Order. 3.2 First Article Approval (government Testing) - First Article Test (fat) And Approval Is Required. 3.3 ;the Fat Sample(s) Must Not Be Delivered Against The Contract Quantity.; 3.4 ;paragraph 4.1 Of Cpg 1025 Does Not Apply.; 3.5 ;this Penetrator Assembly Must Be Furnished With Both Washers; Cpg 1022/1-006 And Cpg 1025/1-005. First Article Testing May Be Performed With Either Washer.; 3.6 Material For Parts Requiring Certification - Quantitative Chemical And Mechanical Analysis Is Required For The Parts Listed Below Unless Specifically Stated Otherwise: part - ;penetrator Body (cpg 1025/1-001), Penetrator Cover (m24231/11-008), Nut (cpg 1022/1-005), And Washers (cpg 1022/1-006) And (cpg 1025/1-005); material - ;qq-n-286, Alloy Uns N05500, Form 2, Annealed And Age Hardened Or Qq-n-286, Form 7, Annealed And Age Hardened. Mechanical Properties To Be In Accordance With Cpg 1025, Paragraph 3.3.2.; part - ;receptacle Body (m24231/13-010); material - ;qq-n-281, Class A And Must Meet The Requirements Of Mil-dtl-24231 Paragraph 3.3.2.1; 3.7 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 Is Still Required, But Certifications Are Only Required As Listed Below. test - 5x Visual Magnification Or Dye Penetrant Inspection (root Layer) item - Weldments performance - T9074-as-gib-010/271 acceptance - Mil-std-2035 test - Visual And Dye Penetrant Inspection (final Layer) item - Weldments performance - T9074-as-gib-010/271 acceptance - Mil-std-2035 test - Quality Conformance/compliance Inspection item - ;each Penetrator Assembly; performance - ;cpg 1025, Paragraph 4.5; acceptance - ;cpg 1025, Paragraph 4.5; attribute - Annealing And Age Hardening item - ;each Penetrator Body (cpg 1025/1-001), Penetrator Cover (m24231/11-008), Nut (cpg 1022/1-005), And Washers (cpg 1022/1-006) And (cpg 1025/1-005); performance - Qq-n-286 test - Ultrasonic Inspection On Starting Material item - ;all Items Requiring Certification Made From Qq-n-286 With A Diameter Or Minimum Distance Between Parallel Surfaces Of 4 Inches Or Greater Of The Starting Material, Or When Required By A Drawing Or Specification Invoked Elsewhere In This Contract; performance - T9074-as-gib-010/271 Or Mil-std-2132, And Qq-n-286 acceptance - Qq-n-286 attribute - Time Temperature Plots And Certified Calibration Records Of Furnace Temperature Measuring Devices item - ;each Penetrator Body (cpg 1025/1-001), Penetrator Cover (m24231/11-008), Nut (cpg 1022/1-005), And Washers (cpg 1022/1-006) And (cpg 1025/1-005); performance - ;when Required By Cpg 1025, Paragraph 3.3.1.2.; test - ;dye Penetrant Inspection; item - ;each Penetrator Body (cpg 1025/1-001), Penetrator Cover (m24231/11-008), Nut (cpg 1022/1-005), And Washers (cpg 1022/1-006) And (cpg 1025/1-005); performance - T9074-as-gib-010/271 acceptance - Mil-std-2035 3.8 The Pressure Tolerance Must Be As Specified In The Assembly Drawing, Detail Drawing, Design Specification Or Elsewhere In This Contract. Where Pressure Tolerances Are Not Provided By Drawings, Specifications Or Specified Elsewhere In This Contract, The following Must Be Used: For Pressure Tests Below 100 Psig, The Pressure Tolerance Must Be +1 Psig / -0 Psig. For Pressure Tests At Or Above 100 Psig Up To And Including 2500 Psig, The Pressure Tolerance Must Be +2% / -0 Psig Rounded Off To The Nearest Multiple Of The Smallest Graduation On An Analog Test Pressure Gauge, Not To Exceed 50 Psig. For Pressure Tests Above 2500 Psig, The Pressure Tolerance Must Be +2% / -0 Psig, Rounded Off To The Nearest Multiple Of The Smallest Graduation On An Analog Test Pressure Gauge, Not To Exceed 200 Psig. the Pressure Test Time Tolerance Must Be As Specified In The Assembly Drawing, Detail Drawing, Design Specification Or Elsewhere In This Contract. Where Pressure Test Time Tolerances Are Not Provided By Drawings, Specifications Or Specified Elsewhere In This contract, The Following Must Be Used: For A Test Duration Up To And Including 1 Hour, The Tolerance Must Be +5 Minutes / - 0 Minutes. For A Test Duration Of More Than 1 Hour Up To And Including 24 Hours, The Tolerance Must Be +30 Minutes / - 0 Minutes. For A Test Duration Of More Than 24 Hours, The Tolerance Must Be +60 Minutes / - 0 Minutes. 3.9 Thread Inspection Requirements - All Threads On Threaded Parts Must Be Inspected Using Appropriate Inspection Methods, Inspection Systems, And Inspection Gages/instruments In Accordance With Fed-std-h28 Series. Substitution Of Thecommercial Equivalent inspection In Accordance With Asme B1 Series Is Acceptable. 3.9.1 System 21 Of Fed-std-h28/20 Must Be Used As A Minimum Inspection Requirement For Threads When The Design Drawing Or Design Specification Does Not Specify An Inspection Requirement. 3.9.2 For Navy And Shipyard Drawings, System 21 Of Fed-std-h28/20 May Be Substituted For System 22 Without Further Navy Approval When The Design Drawing Invokes System 22 And Does Not Cite Governing Specifications That Specifically Require System 22. System 22 of Fed-std-h28/20 Must Be Used When The Drawing References Other Governing Specifications That Specifically Require System 22, Such As Certain Thread Types Of Mil-dtl-1222. 3.9.3 A Written Request For Concurrence Must Be Submitted When Utilizing Alternative Measuring Equipment Or Measuring Systems Not Applicable To The Specified Inspection System. 3.10 Welding Or Brazing - When Welding, Brazing, And Allied Processes Are Required, As Invoked By Section C Paragraph 3 Requirements, They Must Be In Accordance With S9074-ar-gib-010a/278, 0900-lp-001-7000 For Brazing Of Piping And Pressure Vessel applications, Or S9074-aq-gib-010/248 For Brazing Of Other Applications. For All Production And Repair Welding And Brazing, Personnel And Procedures Must Be Qualified Under S9074-aq-gib-010/248 Or 0900-lp-001-7000, As Applicable. Repair Welding Is Not permitted On ;penetrator Body (cpg 1025/1-001), Penetrator Cover (m24231/11-008), Nut (cpg 1022-005), And Washers (cpg 1022/1-006) And (cpg 1025/1-005); . Procedures And Qualification Data Must Be Submitted For Review And Approval Prior To Performing Any welding Or Brazing. 3.11 Internal Threads - All Internal Threads Must Be Formed By Cutting. Cold Forming Of Internal Threads Is Not Acceptable. 3.12 Slow Strain Rate Tensile Test Laboratories - The Slow Strain Rate Tensile Test Of Qq-n-286 Must Be Performed By One Of The Following Laboratories: huntington Alloys, A Special Metals Company attn: Bill Bolenr 3200 Riverside Drive huntington, Wv 257059 phone: (304) 526-5889 fax: (304) 526-5973 metallurgical Consultants, Inc. attn: W. M. Buehler 4820 Caroline po Box 88046 houston, Tx 77288-0046 phone: (713) 526-6351 fax: (713) 526-2964 naval Surface Warfare Center, Carderock Division attn: Eric Focht Code 614 9500 Macarthur Blvd west Bethesda, Md 20817-5700 phone: (301) 227-5032 fax: (301) 227-5576 teledyne Allvac attn: Dr. W. D. Cao 2020 Ashcraft Ave. monroe, Nc 28110 phone: (704) 289-4511 fax: (704) 289-4269 westmoreland Mechanical Testing And Research Inc. attn: Andrew Wisniewski p.o. Box 388 youngstown, Pa 15696-0388 mannesmann Rohrenwerke mannesmann Forschungsinstitut (mfi) attn: Dr. Weiss postfach 251160 47251 Duisburg germany phone: 011-49-0203-9993194 fax: 011-49-0203-9994415 thyssenkrupp Vdm Usa, Inc. attn: D. C. Agarwal 11210 Steeplecrest Drive, Suite 120 houston, Tx 77065-4939 phone: (281) 955-6683 3.13 Thread Lubricant - Thread Lubricants Containing Molybdenum Disulfide Must Not Be Used On This Material. Bacteria In Water, Especially Seawater, Causes Molybdenum Disulfide To Break Down. The By-products Of The Breakdown Form Compounds Which Attack The fasteners. Anti-galling Compound A-a-59004 Must Be Used As A Replacement When Thread Lubricant Is Required For Assembly. 3.14 Configuration Control - The Contractor Must Maintain The Total Equipment Baseline Configuration. For Items Of Proprietary Design, Contractor Drawings Showing The Latest Assembly Configuration Must Be Provided To The Government In Electronic (c4) Format. definitions Are Provided Elsewhere In The Contract/purchase Order. 3.14.1 Waivers/deviations - All Waivers And Deviations, Regardless Of Significance Or Classification Require Review And Approval By The Contracting Officer. Waivers And Deviations Must Be Designated As Critical, Major, Or Minor. The Contractor Must Provide a Copy Of This Request To The Qar. Requests Must Include The Information Listed Below. A. A Complete Description Of The Contract Requirement Affected And The Nature Of The Waiver/deviation (non-conformance), Including A Classification Of Critical, Major, Or Minor. B. Number Of Units (and Serial/lot Numbers) To Be Delivered In This Configuration. C. Any Impacts To Logistics Support Elements (such As Software, Manuals, Spares, Tools, And Similar) Being Utilized By Government Personnel Or Impacts To The Operational Use Of The Product. D. Information About Remedial Action Being Taken To Prevent Reoccurrence Of The Non-conformance. 3.14.2 All Requests For Waivers/deviations On Navsup-wss Contracts Must Be Submitted Using The Ecds (electronic Contractor Data Submission) System At Https://register.nslc.navy.mil/ 3.14.3 Ecps - The Government Will Maintain Configuration Control And Change Authority For All Modifications Or Changes Affecting Form, Fit, Function, Or Interface Parameters Of The Equipment And Its Sub-assemblies. The Contractor Must Submit An Engineering change Proposal (ecp) For Any Class I Or Ii Changes That Impact The Equipment Covered By This Contract. Ecps Must Be Prepared In Contractor Format, And Must Include The Following Information: A. The Change Priority, Change Classification (class I Or Class Ii), And Change Justification. B. A Complete Description Of The Change To Be Made And The Need For That Change. C. A Complete Listing Of Other Configuration Items Impacted By The Proposed Change And A Description Of The Impact On Those Cis. D. Proposed Changes To Documents Controlled By The Government. E. Proposed Serial/lot Number Effectivities Of Units To Be Produced In, Or Retrofitted To, The Proposed Configuration. F. Recommendations About The Way A Retrofit Should Be Accomplished. G. Impacts To Any Logistics Support Elements (such As Software, Manuals, Spares, Tools, And Similar) Being Utilized By Government Personnel In Support Of The Product. H. Impacts To The Operational Use Of The Product. I. Complete Estimated Life-cycle Cost Impact Of The Proposed Change. J. Milestones Relating To The Processing And Implementation Of The Engineering Change. 3.15 Mercury Free - Mercury And Mercury Containing Compounds Must Not Be Intentionally Added Or Come In Direct Contact With Hardware Or Supplies Furnished Under This Contract. Mercury Contamination Of The Material Will Be Cause For Rejection. 3.16 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 ^ 3.17 See Cdrl Di-misc-80678 (test Certification) - A Statement Of Tests Performed, Listing The Pieces Tested Must Be Furnished Along With A Copy Of The Test Results. Certification Must Include The Contractor's Name, Address And Date, Quantity Inspected, identified To The Contract/purchase Order And Item Number, And The Contractor's Or Authorized Personnel's Signature. Test Certifications Must Reference The Standard/specification, Including The Revision, To Which The Testing Was Performed And The Acceptance criteria Used. Test Procedure Numbers May Also Be Referenced On Test Reports. Test Reports On Weldments Must Be Identified To Weld Joint And Layer. 3.18 See Cdrls Di-misc-80875 (welding Procedures) And Di-misc-80876 (weld Procedure Qualification Data) - When Production Or Repair Welding Is Required, The Applicable Welding Procedure(s) And Qualification Data Must Be Submitted For Review And Approval. In addition, The Consumed Weld Metal C Of C As Defined Below Must Be Submitted As Part Of The Certification Oqe Package Submitted By The Contractor. note: These Requirements Do Not Apply To Tack/spot Welds. 3.18.1 Approval Of The Contractor's Qualification Data Must Be Obtained Prior To Performing Any Welding (production Or Repair). 3.18.2 If The Contractors Qualification Data Has Previously Been Approved By The Navy For Other Contracts, A Copy Of The Original Approval Letter May Be Submitted Along With The Procedures And Qualification Data Report To Expedite The Approval Process. The approval Letter Must Reference The Applicable Welding Procedure And Qualification Data Report Identification/number. Prior Approval Does Not Guarantee Acceptance For This Or Any Future Contracts. As Far As Practical, All Procedures For The Contract Must Be submitted At The Same Time. Welding Procedures And Qualification Data Must Be Submitted In A Commercially Available Electronic Format Such As Adobe Acrobat Pdf. The Contractor Must State The Applicability Of Each Weld Procedure And Qualification Data Submitted, citing The Drawing Number And Pieces To Be Welded. (i.e. "wp-123 And Qd-123 Are Submitted For The Weld Joint Between Pieces 1 And 2 On Drawing Abc." Wp-456 And Qd-456 Are Submitted For The Hardfacing Of Piece 3 On Drawing Xyz.") 3.18.3 The Pco's Authorization For The Use Of Weld Procedure(s) And Qualification Data For The Specific Application As Submitted Does Not Mitigate The Vendors Responsibility To Comply With The Requirements Of S9074-aq-gib-010/248, S9074-ar-gib-010a/278, And the Contract. 3.18.4 Authority For The Repair Of Special Repairs In Castings, The Repair Of Wrought Material, Or The Repair Of Forged Material Must Be Obtained Via Request For Waiver From The Procurement Contracting Officer. This Request Must Describe The Defect; Including size, Depth, Location, And A Description Of The Proposed Repair. Repairs Deemed Minor Or Nominal In Accordance With S9074-ar-gib-010/278 Can Be Made At Contractor Discretion In Accordance With S9074-ar-gib-010/278 Requirements; However, Weld Procedure specification (wps) And Procedure Qualification Record (pqr) Submittals Are Still Required. This Request For Navsup-wss Contracts Must Be Submitted Via The Electronic Contractor Data Submission (ecds) Application. 3.18.5 Any New Procedure Qualification Performed Under This Contract Will Require The Vendor To Provide A Minimum 72 Hour Notification To Dcma With An Offer To Observe The Welding Of The Test Assemblies. The 72 Hour Time Limit May Be Modified Upon Mutual agreement Between The Vendor And Dcma. 3.18.6 When Drawings Require Hardfacing Surface Iron Or Nickel Content Not To Exceed 5%, The Contractor Must Verify Surface Iron Or Nickel Content By Performing Chemical Testing As Defined By The Applicable Drawing. The Chemical Test Results Must Be Submitted as Part Of The Qualification Data. 3.18.7 Additional Qualification Requirements For Production Hardfacing Thickness Less Than 1/8-inch: Macro-etch (or Legible Photomacrographs Clearly Showing The Fusion Area) Must Be Submitted For Review And Show Consistent, Minimized Dilution. All Essential elements And Any Elements Not Listed In S9074-aq-gib-010/248 That Influence Dilution Must Be In The Qualification Data And Weld Procedure, With Strict Limits Placed On Each Essential Element. 3.18.8 Preparation And Retention Of Weld Records Is Required, As Specified By Paragraph 4.1.3 Of S9074-ar-gib-010a/278. 3.18.9 When Production Or Repair Welding Is Required On Titanium Materials, The Applicable Fabrication Plan, Facilities Procedure, Training Plan, And Active Welder Qualification Must Also Be Submitted For Review And Approval. 3.18.10 If The Contractor's Fabrication Plan, Facilities Procedure, Training Plan, Or Active Welder Qualification Has Previously Been Approved By The Navy For Other Contracts, A Copy Of The Original Approval Letter May Be Submitted Along With The Applicable documentation To Expedite The Approval Process. The Approval Letter Must Reference The Applicable Documentation. Prior Approval Does Not Guarantee Acceptance For This Or Any Future Contracts. The Contractor's Fabrication Plan, Facilities Procedure, Training plan, And Active Welder Qualification Must Be Submitted At The Same Time As The Applicable Welding Procedure(s) And Weld Procedure Qualification Data. All Documentation Must Be Submitted In A Commercially Available Electronic Format, Such As Adobe Acrobat Pdf. 3.18.11 See Cdrl Di-misc-80678 (consumed Weld Metal) - A Certificate Of Compliance Is Required For All Weld Filler Metals Used For Production Or Repair Welding, And Must Include The Following: a) Filler Metal Lot Number(s) b) Specification And Type c) A Positive Statement That The Vendor Has Obtained Oqe And Verified That Each Lot Of Weld Filler Material Conforms To Specification Requirements. d) A Positive Statement Verifying That The Weld Filler Metals Were The Correct Material Type Or Grade Prior To Consumption. 3.18.12 When Production Welds Or Repair Welds Are Performed By A Subcontractor, The Requirement For Submission Of All Certification Documentation Required Herein Must Be Passed Down To The Subcontractor. 3.19 First Article Test/inspection (government) - ;destructive; - The Contractor Shall Deliver ;one (1) Each Penetrator Assembly, One (1) Each Header Assembly, And One (1) Each Inboard Plug Assembly; Unit(s) To ;receiving Officer Portsmouth Naval Shipyard, building 240, Code 270 (207-438-5445) Kittery Maine, 03904; For First Article Tests In Accordance With The ;requirements Of Cpg 1025, Paragraph 4.4. Underwater Explosion Testing Is Not Required; . 3.20 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. 3.20.1 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. 3.20.2 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. 3.20.3 See Cdrl Di-qcic-81110 (inspection System Procedures) - All Suppliers Of Level I/subsafe (li/ss) Material Are Required To Submit A Copy Of Their Current Documented Quality System Procedures To The Procurement Contracting Officer (pco) Prior To Award Of any Contract/purchase Order. Suppliers That Have A Copy Of Their Current Quality System Procedures On File At The Procuring Activity May Request The Pco Waive This Requirement. 3.20.4 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. 3.20.5 Any Changes Made By The Contractor To A Qualified Quality System Will Require Re-submittal To The Pco And Concurrence By The Government Quality Assurance Representative Prior To Adoption. 3.21 Contractor Inspection Requirements - The Contractor Must Maintain Adequate Records Of All Inspections And Tests. The Records Must Indicate The Nature And Number Of Observations Made, The Number And Type Of Deficiencies Found, The Quantities Approved And rejected And The Nature Of Corrective Action Taken As Appropriate. Inspection Records Must Be Traceable To The Material Inspected. 3.21.1 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. 3.21.2 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. 3.22 Subcontractor Inspection Requirements - The Government Has The Right To Inspect At Source, Any Supplies Or Services That Were Not Manufactured Or Performed Within The Contractor's Facility. Such Inspection Can Only Be Requested By Or Under Authorization of The Government Representative. Any Purchasing Documents To A Subcontractor Must Cite The Applicable Portions Of The Contractually Invoked Quality System (e.g. Calibration Requirements), Plus Any Product Requirements That Apply To The Supplies Being purchased. When The Government Elects To Perform Source Inspection At The Subcontractor's Facility, Applicable Purchase Documents Must Be Annotated With The Following Statement: "a Government Inspection Is Required Prior To Shipment From Your Plant. Upon receipt Of This Order, Promptly Notify The Government Representative Who Normally Services Your Plant So That Appropriate Planning For Government Inspection Can Be Accomplished. If You Do Not Have An Assigned Government Representative, Notify The Nearest defense Contract Management Agency (dcma) Office. In The Event That A Local Government Representative Or Dcma Office Cannot Be Located, Our Purchasing Agent Should Be Notified Immediately." 3.22.1 The Prime Contractor's Program Must Include Procedures To Assess The Capability Of The Prospective Suppliers To Produce The Products Or Supply The Services In Accordance With The Contract, Prior To The Issuance Of Any Purchase Document. 3.22.2 Each Sub-tier Supplier Of Material Or Services For Items In Section 3 Of This Contract Must Be Subjected To A Periodic Review Or Audit By The Prime To Determine The Continued Capability Of The Supplier To Control The Quality Of The Products Or Services specified In The Purchase Order Or Contract. 3.22.3 The Prime Contractor Must Ensure That The Purchased Product Conformsto Specified Purchase Requirements And This Contract. The Type And Extent Of Control Applied To The Supplier And The Purchased Product Must Be Dependent Upon The Effect Of The purchased Product On The End Item Represented By This Contract. 3.22.4 The Prime Contractor Must Evaluate The Requirements Of The Contractand Select Suppliers Based On Their Ability To Supply The Product In Accordance With The Prime Contractor's Requirements And The Contract. Criteria For Selection And Evaluation Must Be established. Records Of This Effort Must Be Available For Review By The Government. 3.22.5 The Prime Contractor's Supplier Quality Assurance Program Must Provide For A Review Of Purchase Documents To Assure Applicable Quality Requirements Are Included Or Referenced In The Documentation For Compliance By The Supplier. 3.23 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: 3.23.1 Visual Examination Upon Receipt To Detect Damage During Transit. 3.23.2 Inspection For Completeness And Proper Type. 3.23.3 Verification Of Material Quality Received. 3.23.4 Periodic Inspection And Precautions To Assure Adequate Storage Conditions And To Guard Against Damage From Handling And Deterioration During Storage. 3.23.5 Functional Testing, Either Prior To Or After Installation, Or Both, As Required By The Contract To Determine Satisfactory Operation. 3.23.6 Identification And Protection From Improper Use Or Disposition. 3.23.7 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. 3.23.8 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. 3.23.9 Material Returned To The Contractor Must Be Handled As Gfm. 3.24 Traceability And Certification Requirements - To Assure That Correct Materials Are Installed In Level I/subsafe Systems, It Is Imperative That Traceability Be Maintained From The Material To The Material Certification Test Report And Other Required objective Quality Evidence (oqe). The Material Certification Report Must Completely And Accurately Reflect That The Material Supplied Meets The Specified Requirements. Materials Requiring Traceability And Certification Data Are Identified Within Paragraph 3, section C Of This Contract/purchase Order. 3.24.1 The Following Provides The Minimum Requirements For Maintaining Material Traceability And Supplements The Requirements Specified In Di-misc-81020 And Elsewhere In The Contract/purchase Order. The Contractor Must Develop Written Procedures That implement The Material Control Requirements Stated Herein And Elsewhere In This Contract/purchase Order. 3.25 Material Traceability - The Certification Data Report Must Be Identified Through A Unique Traceability Number, Heat-lot Number, Or Heat-treat Number, As Applicable, Which Must Also Be Marked On The Material. This Traceability Marking On The Material Must provide Direct Traceability To The Material's Chemical Composition And Mechanical Properties Certification Data. For Material Produced By Batch, Continuous Cast, Or Continuous Pour Processes, Samples Must Be Taken No Less Than Once In Every Eight Hours Of operation For The Purpose Of Validating Proper Chemical Composition And Mechanical Properties. Traceability Must Be Maintained Through All Process Operations Including Any Subcontracted Operations, To The Finished Component. 3.25.1 Material Marking For Traceability And Identification - The Following Are The Minimum Marking Requirements. Additional/alternate Marking Requirements, If Applicable, Will Be Specified Elsewhere In The Contract/purchase Order. In Addition To The marking Requirements On Applicable Drawings And/or Specifications, Marking For Traceability Is Required. All Traceability Markings Must Be Permanently Applied In Accordance With Mil-std-792 (except As Specified Below). An Alternate Marking Method Is permissible Provided It Is An Available Option In The Contractually Invoked Specification Or Drawing, Except In Instances Where The Material Has Been Modified By This Contract/purchase Order And Differs From That Specified In The Specification Or Drawing. 3.25.2 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. 3.25.3 Traceability Markings Must Be Maintained Through Assembly, And Whenever Possible Must Be Visible After Assembly. For Items Where The Marking Is Not Visible After Assembly, A Durable Tag Must Be Securely Attached To The Assembly Identifying The Part number, Piece Number, Traceability Number, And The Location Of The Permanent Mark. 3.25.4 Marking Must Be Legible And Must Be Located So As To Not Affect The Form, Fit, And Function Of The Material. ; ; 3.26 See Cdrl Di-misc-81020 (chemical And Mechanical) - Material Certification - In Addition To The Certification Data Requirements Specified In Di-misc-81020, The Following Material Certification Requirements Apply: 3.26.1 Quantitative Chemical And Mechanical Analysis Of Material Traceable To Traceability Markings Is Required. Material Certification Test Reports Must Include The Class, Form, Condition, Grade, Type, Finish, And/or Composition, As Applicable, Of The material Supplied. 3.26.2 Re-identification And Re-certification Of Material Is Required When The Material Is Subjected To A Process Which Alters It's Properties. If The Starting Material Or Raw Stock Is Processed In A Manner That Will Not Affect Its Chemical Composition Or mechanical Properties, The Original Certifications For The Chemical Composition And Mechanical Properties, As Required By The Material Specification, Are Acceptable. Re-certification Of The Chemical Or Mechanical Properties Is Required If A Process Is Used during Fabrication That Alters The Original Properties Of The Material (e.g. Alloying, Heat Treating, Or Forming). In These Instances, The Properties Of The Material Must Be Re-determined And Documented To Reflect The Altered Condition. The Altered Material must Be Uniquely Re-identified. The Properties Thus Determined And Documented, Are Required For Final Certification And Must Conform To The Material Specification Or The Contract/purchase Order Requirements. When Only The Mechanical Properties Are Altered, the Original Certification Forchemical Composition Must Be Overstamped And Annotated With The Unique Traceability Material And At A Minimum Contain The Information Below. traceability Marking ________________________________________________ (marking On Finished Item) is Fabricated From Raw Material Identified To heat/lot Number ______________ And Heat Treat Number _____________________ (when Applicable) _________________________________________ Date _____________________ (name And Signature Of Auth. Co. Rep.) 3.26.3 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. 3.26.4 Statements On Material Certification Documents Must Be Positive And Unqualified. Disclaimers Such As "to The Best Of Our Knowledge" Or "we Believe The Information Contained Herein Is True" Are Not Acceptable. 3.26.5 If Material Is Received Without The Required Certification Papers Or With Incorrect/missing Data On The Certification Papers, The Material Will Be Rejected. 3.27 Material Handling - The Written Material Control Process Must Include The Following: 3.27.1 All Raw Materials Must Have Traceability Markings (except As Specified Below). 3.27.2 Stored Raw Materials Requiring Traceability Must Be Segregated To Preclude Intermingling With Materials Not Requiring Traceability. 3.27.3 When Traceability Markings Will Be Removed By A Manufacturing Or Fabrication Process, The Marking Must Be Recorded Prior To Removal And Be Immediately Restored Upon Completion Of The Process. If This Cannot Be Done Or Is Impractical, An Appropriate material Control Procedure (such As A Bag And Tag, Tagging, And/or Tote Box Control) Must Be Employed. The Material Control Procedure Must Provide A Method Of Positive Control To Preclude Commingling Of Heats/lots Or Loss Of Traceability. The Traceability marking Must Be Reapplied Upon Completion Of The Final Manufacturing Process. 3.27.4 Brazing Or Weld Filler Metals For Strength Welds Forming Or Integral With Pressure Containing Components Or Assemblies Requiring Traceability Must Be Verified To Be The Correct Material, And Type Or Grade, As Applicable, Prior To Consumption. At A minimum, Material Verification Must Consist Of Inspection Of Material Test Reports For Conformance To Specified Requirements. Control Of Welding And Brazing Filler Metals Must Be Maintained To The Point Of Consumption To Assure Use Of The Correct Type And grade. Markings And Traceability Requirements Do Not Apply To Brazing And Weld Filler Metals After Consumption. It Is The Responsibility Of The Prime Contractor To Ensure Conformance With The Above Requirements On Welds Performed By Their Subcontractors. 3.27.5 Purchase Orders For Raw Material Must Specify That The Material Be Traceable To Material Certification Test Reports By Traceability Markings On The Material And Identified On The Test Reports. The Certification Data Requirements Contained In di-misc-81020 Must Be Invoked By The Prime Contractor On All Subcontractors Supplying Level I Material. 3.27.6 The Material Control Process Must Include Requirements For The Maintenance Of Traceability For Items Sent Out For Subcontracted Operations. If Such Operations Would Remove Traceability Markings, Purchase Or Work Orders Must Specify A Method And Marking location For Remarking. The Contractor Must Also Ensure That Subcontractor Production Controls Are Adequate To Preclude Commingling Of Materials During Processing. 3.28 Receiving Inspection - 3.28.1 Products And Services Produced By Sub-tier Suppliers For Incorporation In The Contract End Item Must Be Subject To Inspection Or Audit At The Time Of Receipt By The Prime Prior To Further Processing Within The Prime Contractor's Plant Or Shipment To another Location. 3.28.2 Receiving Inspection Must Include As A Minimum - verification That The Traceability Marking On The Material Agrees With That On The Certification Test Reports. verification That Certification Test Reports Are Legible And Complete. verification That The Contents Of The Certification Test Reports Are In Compliance With The Contractually Invoked Specifications And Requirements. 3.29 Discrepancy Reporting - 3.29.1 Nonconforming Products From Sub-tier Suppliers Must Be Identified And Processed In Accordance With The Prime Contractor's Procedures For Controlling Nonconforming Products. The Prime Contractor Must Report The Receipt Of Any Nonconforming Products To the Responsible Sub-tier Supplier In Accordance With Established Procedures. Nonconforming Material Records Must Be Maintained And Available For Review By The Government Quality Assurance Representative (qar). 3.30 Final Inspection - The Following Inspections Must Be Performed Prior To Government Inspection And Acceptance. 3.30.1 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. 3.30.2 The Manufacturer May Elect To Use Statistical Process Control (spc) To Assure Product Quality In Lieu Of The Above Attribute Sampling Plan, Provided That The Spc Methodology/system Used Provides Acceptable Products To The Government. However, The government/navy Receipt Inspection Activity May Perform Their Acceptance Inspection Of The Material Using The Attribute Sampling Plan Outlined Above. 3.30.3 All Data Concerning Material Verification (chemical, Mechanical Or Physical Properties), Traceability (material Certifications To Material Marking), And Nondestructive Test (ndt) Certifications For Material Must Be 100% Inspected. The Certification test Reports Must Also Be 100% Inspected For Completeness And Legibility. 3.30.4 All Material Requiring Traceability Must Be 100% Inspected For Traceability Marking And That The Marking Is Legible. 3.31 See Cdrl Di-misc-80678 (special Emphasis C Of C) - The Certificate Of Compliance Must Show Traceability To The Marking Applied On Each Individual Item, And Must Contain The Following Information: 1. Contractor's Name, Address And Date. 2. The Contract/purchase Order Number (for Example: N00104-11-p-fa12) 3. The National Stock Number (nsn). The 18 Character National Stock Number For Special Emphasis Material Includes The Two Digit Cog, The Four Digit Fsc, The 9 Digit Niin, And The Two Digit Smic (for Example: 1h 4820 012345678 L1) ("n/a" When Not Applicable). 4. Lubricants, Sealants, Anti-seize, And/or Thread Locking Compounds ("n/a" When Not Applicable). 5. Certification That O-rings, Packing, Gaskets, Or Other Elastomeric Products Were Installed In A Compressed State Within An Assembly Or Sub-assembly, Prior To Expiration Of The Shelf Life ("n/a" When Not Applicable). 6. Manufacturer's Compound Number ("n/a" When Not Applicable). 7. When Weld Procedure Submittal Is Required By The Contract, A Statement That The Approval Date Of The Qualification Data Precedes Any Production Or Repair Welding Performed On This Contract. ("n/a" When Not Applicable). 8. A Statement To The Effect That All Items Furnished On This Contract Are In Full Compliance With The Specifications And Requirements And List Each Contractually Invoked Conformance/compliance Test Performed By Name And That It Was Performed satisfactorily. 9. Contractor's Or Authorized Personnel's Signature. 4. Quality Assurance 4.1 Notes To Dcma Qar And The Contractor - 4.1.1 Dcma Qar And The Contractor For Proprietary Designs - Departures From Contractor Imposed Requirements, Not Specifically Covered By The Contract, Must Be Judged Individually On The Basis Of The Effect, If Any, On Contractual Requirements. When There Is A disagreement Between The Contractor And The Government Representative As To The Effect On Contractual Requirements, The Departure Must Be Considered A Nonconformance And Be Submitted To The Pco For Disposition. 4.1.2 Dcma Qar And The Contractor For Proprietary Designs - All Records Of Departures From Contractor Imposed Requirements Must Be Maintained And Available For Review At The Contractor's Facility. A Copy Must Be Given To The Local Government Representative. A record Of These Departures, Traceable To The Applicablepart Number And Contract Number Must Be Submitted To The Pco. 4.1.3 Dcma Qar And The Contractor For Proprietary Designs - For Proprietary Designs, The Contractor's Part Numbers Are Acceptable For Reference Only. The Delivered Material Must Conform To All Drawings, Specifications, And Other Contractual Requirements. 4.1.4 Dcma Qar - It Is The Responsibility Of Dcma Qar To Review Non-destructive Testing (ndt) Procedures For Navsup Contracts/purchase Orders. 4.1.5 Dcma Qar And The Contractor - The Ecds (electronic Contractor Data Submission) System Is Available For Certain Data Submissions And To Submit Questions And Clarifications, And Waiver Requests On Contracts And Solicitations. Ecds Can Be Found At: https://register.nslc.navy.mil/ 5. Packaging 5.1 Preservation, Packaging, Packing And Marking - Preservation, Packaging, Packing And Marking Must Be In Accordance With The Contract/purchase Order Schedule And As Specified Below. mil-std 2073 Packaging Applies As Found Elsewhere In The Schedule 6. Notes 6.1 Several Definitions Of Terms That Apply To Csi Items Are Listed Below. All Terms May Not Apply To Every Item. 6.1.1 The Ecds (electronic Contractor Data Submission) System Is At: Https://register.nslc.navy.mil/ This Application Will Require Advance Registration Using A Pki Digital Certificate On A Cac. A Vendor User Guide Is Available As Csd001 In The Csd (contract Support Document) Library Within Ecds. 6.1.2 Critical Safety Item (csi) - Any Ship Part, Assembly, Or Support Equipment Containing A Critical Characteristic Whose Failure, Malfunction, Or Absence Of Which Could Cause A Catastrophic Or Critical Failure Resulting In Loss Of, Or Serious Damage To The ship, Or Unacceptable Risk Of Personal Injury Or Loss Of Life. 6.1.3 Critical Process - As Determined By The Twh, Any Process, Operation Or Action Performed On A Ship Csi That Serves To Establish A Critical Characteristic (such As Welding, Soldering, Machining, Polishing, Cleaning, Or Assembling) Or Confirm That A critical Characteristic Is Within Drawing Or Specification Compliance (such As, Testing, Measurement, Or Non-destructive Evaluation). 6.1.4 First Article - Pre-production Models, Initial Product Samples, Test Samples Produced To Ensure A Manufacturer's Capability To Meet Full Specification Requirements. 6.1.5 First Article Test (fat) - Contractually Required Testing And Inspection Of A Supplier's Pre-production, Production, Or "production Representative" Specimens To Evaluate A Manufacturer's Ability To Produce Conforming Product Prior To The Government's commitment To Receive Subsequent Production Items. First Article Testing Is Product Specific And Does Not Assess Manufacturing Process Controls Nor Does It Assure The Effectiveness Of The Manufacturer's Quality Program. 6.1.6 Government Source Inspection (gsi) - Gsi Is Independent Oversight Performed By A Government Representative Usually A Dcma Quality Assurance Representative (qar)) To Assure That Those Unique Product Quality And System Elements, Identified By The contracting Agency As Important, Are Observed And Evaluated. 6.1.7 Quality Assurance Letter Of Instruction (qali) - A Qali Is A Formal Document Initiated By A Contracting Activity That Provides Essential Requirements And Instructions For Contracted Materials To Be Independently Verified And Accepted By A Government representative Prior To Shipment. 6.1.8 Objective Quality Evidence (oqe) - The Quantitative And Qualitative Data Of All Mechanical, Chemical, And Performance Tests Performed (as Required By The Applicable Specification, Drawing, Or Purchase Document) To Prove That The Material Supplied conforms To The Specified Requirements. 6.1.9 Surface Discontinuity - Any Surface Irregularity, Marking, Or Localized Change In Physical Character Of The Surface, Other Than Dimensional, That Exists Infrequently At One Or Several Places. (examples: Burrs, Dents, Nicks, Scratches, Gouges, Pits, center-punches, Scribes, And Tool Marks) Surface Discontinuities Less Than 0.005-inch In Depth Are Acceptable Provided They Do Not Violate Any Other Design Requirements Specified In Thi