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Agr-24-932-b Construction Of Swine Artificial Insemination Building At Art Center, Brgy. Nanga, Pototan, Iloilo , Construction Projects ,province Of Iloilo
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Description Philippine Bidding Documents (as Harmonized With Development Partners) Construction Of Swine Artificial Insemination Building At Art Center, Brgy. Nanga, Pototan, Iloilo Bid No. Agr-24-932-b Iloilo Provincial Government Sixth Edition Table Of Contents Glossary Of Terms, Abbreviations, And Acronyms 3 Section I. Invitation To Bid 5 Section Ii. Instructions To Bidders 7 1. Scope Of Bid 7 2. Funding Information 7 3. Bidding Requirements 7 4. Corrupt, Fraudulent, Collusive, Coercive, And Obstructive Practices 7 5. Eligible Bidders 8 6. Origin Of Associated Goods 8 7. Subcontracts 8 8. Pre-bid Conference 8 9. Clarification And Amendment Of Bidding Documents 8 10. Documents Comprising The Bid: Eligibility And Technical Components 9 11. Documents Comprising The Bid: Financial Component 9 12. Alternative Bids 9 13. Bid Prices 10 14. Bid And Payment Currencies 10 15. Bid Security 10 16. Sealing And Marking Of Bids 10 17. Deadline For Submission Of Bids 10 18. Opening And Preliminary Examination Of Bids 11 19. Detailed Evaluation And Comparison Of Bids 11 20. Post Qualification 11 21. Signing Of The Contract 11 Section Iii. Bid Data Sheet 12 Section Iv. General Conditions Of Contract 14 1. Scope Of Contract 14 2. Sectional Completion Of Works 14 3. Possession Of Site 14 4. The Contractor’s Obligations 14 5. Performance Security 15 6. Site Investigation Reports 15 7. Warranty 15 8. Liability Of The Contractor 15 9. Termination For Other Causes 15 10. Dayworks 15 11. Program Of Work 16 12. Instructions, Inspections And Audits 16 13. Advance Payment 16 14. Progress Payments 16 15. Operating And Maintenance Manuals 16 Section V. Special Conditions Of Contract 17 Section Vi. Specifications 18 Section Vii. Drawings 23 Section Viii. Bill Of Quantities 28 Section Ix. Checklist Of Technical And Financial Documents 36 Glossary Of Terms, Abbreviations, And Acronyms Abc – Approved Budget For The Contract. Arcc – Allowable Range Of Contract Cost. Bac – Bids And Awards Committee. Bid – A Signed Offer Or Proposal To Undertake A Contract Submitted By A Bidder In Response To And In Consonance With The Requirements Of The Bidding Documents. Also Referred To As Proposal And Tender. (2016 Revised Irr, Section 5[c]) Bidder – Refers To A Contractor, Manufacturer, Supplier, Distributor And/or Consultant Who Submits A Bid In Response To The Requirements Of The Bidding Documents. (2016 Revised Irr, Section 5[d]) Bidding Documents – The Documents Issued By The Procuring Entity As The Bases For Bids, Furnishing All Information Necessary For A Prospective Bidder To Prepare A Bid For The Goods, Infrastructure Projects, And/or Consulting Services Required By The Procuring Entity. (2016 Revised Irr, Section 5[e]) Bir – Bureau Of Internal Revenue. Bsp – Bangko Sentral Ng Pilipinas. Cda – Cooperative Development Authority. Consulting Services – Refer To Services For Infrastructure Projects And Other Types Of Projects Or Activities Of The Gop Requiring Adequate External Technical And Professional Expertise That Are Beyond The Capability And/or Capacity Of The Gop To Undertake Such As, But Not Limited To: (i) Advisory And Review Services; (ii) Pre-investment Or Feasibility Studies; (iii) Design; (iv) Construction Supervision; (v) Management And Related Services; And (vi) Other Technical Services Or Special Studies. (2016 Revised Irr, Section 5[i]) Contract – Refers To The Agreement Entered Into Between The Procuring Entity And The Supplier Or Manufacturer Or Distributor Or Service Provider For Procurement Of Goods And Services; Contractor For Procurement Of Infrastructure Projects; Or Consultant Or Consulting Firm For Procurement Of Consulting Services; As The Case May Be, As Recorded In The Contract Form Signed By The Parties, Including All Attachments And Appendices Thereto And All Documents Incorporated By Reference Therein. Contractor – Is A Natural Or Juridical Entity Whose Proposal Was Accepted By The Procuring Entity And To Whom The Contract To Execute The Work Was Awarded. Contractor As Used In These Bidding Documents May Likewise Refer To A Supplier, Distributor, Manufacturer, Or Consultant. Cpi – Consumer Price Index. Dole – Department Of Labor And Employment. Dti – Department Of Trade And Industry. Foreign-funded Procurement Or Foreign-assisted Project – Refers To Procurement Whose Funding Source Is From A Foreign Government, Foreign Or International Financing Institution As Specified In The Treaty Or International Or Executive Agreement. (2016 Revised Irr, Section 5[b]). Gfi – Government Financial Institution. Gocc – Government-owned And/or –controlled Corporation. Goods – Refer To All Items, Supplies, Materials And General Support Services, Except Consulting Services And Infrastructure Projects, Which May Be Needed In The Transaction Of Public Businesses Or In The Pursuit Of Any Government Undertaking, Project Or Activity, Whether In The Nature Of Equipment, Furniture, Stationery, Materials For Construction, Or Personal Property Of Any Kind, Including Non-personal Or Contractual Services Such As The Repair And Maintenance Of Equipment And Furniture, As Well As Trucking, Hauling, Janitorial, Security, And Related Or Analogous Services, As Well As Procurement Of Materials And Supplies Provided By The Procuring Entity For Such Services. The Term “related” Or “analogous Services” Shall Include, But Is Not Limited To, Lease Or Purchase Of Office Space, Media Advertisements, Health Maintenance Services, And Other Services Essential To The Operation Of The Procuring Entity. (2016 Revised Irr, Section 5[r]) Gop – Government Of The Philippines. Infrastructure Projects – Include The Construction, Improvement, Rehabilitation, Demolition, Repair, Restoration Or Maintenance Of Roads And Bridges, Railways, Airports, Seaports, Communication Facilities, Civil Works Components Of Information Technology Projects, Irrigation, Flood Control And Drainage, Water Supply, Sanitation, Sewerage And Solid Waste Management Systems, Shore Protection, Energy/power And Electrification Facilities, National Buildings, School Buildings, Hospital Buildings, And Other Related Construction Projects Of The Government. Also Referred To As Civil Works Or Works. (2016 Revised Irr, Section 5[u]) Lgus – Local Government Units. Nfcc – Net Financial Contracting Capacity. Nga – National Government Agency. Pcab – Philippine Contractors Accreditation Board. Philgeps - Philippine Government Electronic Procurement System. Procurement Project – Refers To A Specific Or Identified Procurement Covering Goods, Infrastructure Project Or Consulting Services. A Procurement Project Shall Be Described, Detailed, And Scheduled In The Project Procurement Management Plan Prepared By The Agency Which Shall Be Consolidated In The Procuring Entity's Annual Procurement Plan. (gppb Circular No. 06-2019 Dated 17 July 2019) Psa – Philippine Statistics Authority. Sec – Securities And Exchange Commission. Slcc – Single Largest Completed Contract. Un – United Nations. Republic Of The Philippines Iloilo Provincial Government Section I. Invitation To Bid For The Construction Of Swine Artificial Insemination Building At Art Center, Brgy. Nanga, Pototan, Iloilo Bid No. Agr-24-932-b 1. The Iloilo Provincial Government, Through The 20% Nta-fy 2024 Intends To Apply The Sum Of Ten Million Pesos (p10,000,000.00) Being The Approved Budget For The Contract (abc) To Payments Under The Contract For Agr-24-932-b For The Construction Of Swine Artificial Insemination Building At Art Center, Brgy. Nanga, Pototan, Iloilo For The Bids Received In Excess Of The Abc Shall Be Automatically Rejected At Bid Opening. 2. The Iloilo Provincial Government Now Invites Bids For The Above Procurement Project. Completion Of The Works Is Required One Hundred Fifty (150) Calendar Days. Bidders Should Have Completed A Contract Similar To The Project. The Description Of An Eligible Bidder Is Contained In The Bidding Documents, Particularly, In Section Ii (instructions To Bidders). 3. Bidding Will Be Conducted Through Open Competitive Bidding Procedures Using Non-discretionary “pass/fail” Criterion As Specified In The 2016 Revised Implementing Rules And Regulations (irr) Of Republic Act (ra) No. 9184. 4. Interested Bidders May Obtain Further Information From The Bids And Awards Committee Secretariat, 5th Floor, New Iloilo Provincial Capitol, Bonifacio Drive, Iloilo City, Philippines And Inspect The Bidding Documents At The Address Given Below From 8:00am To 5:00pm. 5. A Complete Set Of Bidding Documents May Be Acquired By Interested Bidders On July 29, 2024 From Given Address And Website/s Below And Upon Payment Of The Applicable Fee For The Bidding Documents, Pursuant To The Latest Guidelines Issued By The Gppb, In The Amount Of Ten Thousand Pesos (p10, 000.00). The Procuring Entity Shall Allow The Bidder To Present Its Proof Of Payment For The Fees In Person. 6. The Iloilo Provincial Government Will Hold A Pre-bid Conference On August 6, 2024, 9:00 A.m. At Bids And Awards Committee Secretariat, 5th Floor, New Iloilo Provincial Capitol, Bonifacio Drive, Iloilo City, Philippines, And/or Through Videoconferencing/webcasting Via Zoom Conference Which Shall Be Open To Prospective Bidders. The Default Meeting Id And Password Shall Be: Meeting Id: 4340851724 // Password: 0922 7. Bids Must Be Duly Received By The Bac Secretariat Through Manual Submission At The Office Address At Bids And Awards Committee Secretariat, 5th Floor, New Iloilo Provincial Capitol, Bonifacio Drive, Iloilo City On Or Before August 20, 2024, 9:00 A.m. Late Bids Shall Not Be Accepted. 8. All Bids Must Be Accompanied By A Bid Security In Any Of The Acceptable Forms And In The Amount Stated In Itb Clause 16. 9. Bid Opening Shall Be On August 20, 2024, 9:00 A.m. At Bids And Awards Committee Secretariat, 5th Floor, New Iloilo Provincial Capitol, Bonifacio Drive, Iloilo City, Philippines. Bids Will Be Opened In The Presence Of The Bidders’ Representatives Who Choose To Attend The Activity. 10. The Iloilo Provincial Government 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: Atty. Raemman M. Lagrada Head, Bac Secretariat 5f New Iloilo Provincial Capitol Bonifacio Drive, Iloilo City Tel. No. (33) 336-0736 Fax No. (33) 337-7731 Email: Ipg_bacs@yahoo.com 12. You May Visit The Following Websites: For Downloading Of Bidding Documents: Www.iloilo.gov.ph July 15, 2024 Atty. Dennis T. Ventilacion Bac Chairperson Section Ii. Instructions To Bidders 1. Scope Of Bid The Procuring Entity, Iloilo Provincial Government Invites Bids For The Construction Of Swine Artificial Insemination Building At Art Center, Brgy. Nanga, Pototan, Iloilo With Project Identification Number Agr-24-932-b. The Procurement Project (referred To Herein As “project”) 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 2024 In The Amount Of Ten Million Pesos (p10,000,000.00) 2.2. The Source Of Funding Is: A. 20% Nta- Fy 2024 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. 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 Office, 5th Floor, New Iloilo Provincial Capitol, Iloilo City And/or Through Videoconferencing 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. In Joint Ventures, A Special Pcab License, And Registration For The Type And Cost Of The Contract For This Project, Shall Be Required. 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 Tradeable 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 December 18, 2024. 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 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: A) Construction Of Swine Artificial Insemination Building 7.1 The Procuring Entity Has Prescribed That Subcontracting Is Not Allowed. 10.3 Special Philippine Contractors Accreditation Board License 10.4 The Key Personnel Must Meet The Required Minimum Years Of Experience Set Below: Key Personnel General Experience Relevant Experience Project Engineer 1 Year 1 Year Material Engineer 1 Year 1 Year Agricultural And Biosystems Engineer 1 Year 1 Year Health And Safety Officer 1 Year 1 Year 1-foreman 1 Year 1 Year 1-skilled Worker 1 Year 1 Year 1-unskilled Worker 1 Year 1 Year The Minimum Major Equipment Requirements Are The Following: Equipment Capacity Number Of Units Welding Machine 1 Generator Set 1 One Bagger Mixer 1 Concrete Vibrator 1 Bar Cutter 1 Pneumatic Tire Roller 1 12 Alternative Bids Are Not Allowed 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 Two Percent (2%) Of 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 Five Percent (5%) Of Abc If Bid Security Is In Surety Bond. 19.2 Partial Bid Is Not Allowed 20 No Further Instructions. 21 The Additional Contract Documents Relevant To The Project That Are Required By The Procuring Entity Are: A. Construction Schedule And S-curve; B. Manpower Schedule; C. Construction Methods; D. Equipment Utilization Schedule; E. Construction Safety And Health Program Approved By The Department Of Labor And Employment; And F. Pert/cpm 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 4.1. 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. 4.2. 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 Gcc Clause 2 As Per Construction Schedule/contract Period 3.1 The Procuring Entity Shall Give Possession Of All Parts Of The Site To The Contractor Upon Effectivity Of The Contracts. 6 No Further Instructions 7.2 [in Case Of Permanent Structures, Such As Buildings Of Types 4 And 5 As Classified Under The National Building Code Of The Philippines And Other Structures Made Of Steel, Iron, Or Concrete Which Comply With Relevant Structural Codes (e.g., Dpwh Standard Specifications), Such As, But Not Limited To, Steel/concrete Bridges, Flyovers, Aircraft Movement Areas, Ports, Dams, Tunnels, Filtration And Treatment Plants, Sewerage Systems, Power Plants, Transmission And Communication Towers, Railway System, And Other Similar Permanent Structures:] Fifteen (15) Years. 10 Dayworks Are Applicable At The Rate Shown In The Contractor’s Original Bid. 11.1 No Further Instructions 11.2 No Further Instructions 13 The Amount Of The Advance Shall Not Exceed 15% Of The Total Contract Price. 14 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 Operating And Maintenance Manuals Are Required Shall Be At Least 5 Days Before The Testing And Commissioning. The Date By Which “as Built” Drawings Are Required Shall Be At Least 10 Days Prior To The Final Billing. 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 1% Of The Final Contract Amount. Section Vi. Specifications General Requirements All Works To Be Done Shall Be With First Class Workmanship And Shall Conform To The Plans And Specifications. All Materials To Be Used Shall Be Of Good Quality And Properly Inspected By The Authorized Representative Or The Engineer In-charge. The Provincial Agriculturist Is Reserved The Right To Rescind, Terminate, Suspend The Contract If He Deems Necessary And To The Best Interest Of The Government. The Contractor Shall Be Liable For All Damages That Will Occur During The Construction Of The Project. Scope Of Works The Works Include Furnishing Of Labor, Materials, Tools, Equipment And Other Incidentals Necessary To Complete The Project Such As Construction Of Swine Artificial Insemination Building And Biosecurity Building, Concrete Drainage Canal, And Powerhouse. General Condition A. The Works To Be Done Herein Shall Be The Construction Of Swine Artificial Insemination Building As Of Approved And Of Quality Materials Completed As Per Plans, Details And Specifications. Supervision Of The Work Shall Be Done Under The Responsibility Of The Project Engineer With The Help Of The Construction Foreman. B. All Materials Employed And To Be Used In The Construction Shall Be Brand New, Unless Otherwise Or As Directed And Approved By The Project Engineer. C. Skilled Workmen And Workmanship Subject To Project Engineer’s Approval Shall Perform Methods Of The Construction In The Most Acceptable Manner. D. The Drawings Referred To In The Specifications Including Supplementary One, To Be Furnished As The Work Progress Are Intended To Cooperate With The Specification And To Form Part Hereof. Where Figures Are Given, They Are To Be Followed In Performance To Measurement By Scale. E. The Assigned Engineer Or Construction Foreman Shall Lay – Out The Building In Accordance With The Drawings And Directions On Plans As He Shall Not Only Responsible But Liable For Any Failure To Comply In This Respect With The Said Drawings, Specifications And Directions For Its Due And Accurate Location On The Lot. Project Sign Board / Billboard The Contractor Shall Ensure That The Project Site Is Identified With Information Billboard Which Shall Be Erected At The Beginning And Ending Of The Proposed Project. The Layout Of The Billboard Shall Accord To The Specifications Pursuant To The Commission On Audit (coa) Circular No. 2013-004 Issued On January 30, 2013. Coa Billboard Pao Billboard The Billboard’s Specifications Shall Conform To The Following Requirements: A. Tarpaulin, White, 8ft X 8ft (coa) And 4ft X 8ft (pao): B. Resolution: 70 Dpi; C. Font: Helvetica; D. Font Size: Main Information – 3”; E. Sub-information – 1”; F. Font Color: Black; G. Suitable Frame: Rigid Wood Or Steel Frame With Post; And, H. Posting: Outside Display At The Project Location After Award Has Been Made. Measurement The Supply And Erection Of Project Billboard Shall Be In Accordance With Provisions Of This Specification. Basis Of Payment No Additional Payment Shall Be Made In This Regard. A) Swine Artificial Insemination Building & Biosecurity Building Clearing, Grubbing And Staking Clearing And Grubbing And Cutting Of Trees Shall Include Handling, Salvaging, Piling And Disposing Off The Cleared Materials With All Leads And Lifts. Trees Shall Be Cut In Sections From The Top Downwards. All Timber Shall Not Be Used By The Contractor For Any Purpose And Shall Remain The Property Of The Provincial Agriculture Office. Clearing Shall Consist Of The Cutting, Removing And Disposal Of All Trees, Bushes, Shrubs, Grass, Weeds, Other Vegetation, Anthills, Rubbish, Fences, Top Organic Soil And Rocks And Boulders Exposed Or Lying On The Surface. The Construction Site Shall Be Leveled According To The Plans And Cleared Of Rubbish, Roots And Other Perishable And Objectionable Matters To A Suitable Subgrade. All Such Unsuitable Materials Shall Be Removed From The Construction Site And Spread Uniformly Over The Areas Adjacent To The Proposed Building, Or Otherwise Disposed Of As Maybe Directed By The Architect/engineer In-charge Of The Construction. Materials Obtained From Clearing And Grubbing Shall Be Disposed Of In Borrow Pits Or Other Suitable Places And Be Covered Up With Soil Or Gravel As Directed By The Engineer. The Burning Of Combustible Materials Shall Not Be Permitted. Staking-out The Building Lines Shall Be Staked Out On The Lines And Grades Shown In The Drawings Established Before Any Excavation Is Started. Batter Boards And Reference Marks Shall Be Erected At Such Place Where They Will Not Be Disturbed During The Excavation Of The Building. During The Period Of Commencement Of Works, The Contractor Shall Survey The Construction Area And Confirm The Levels. He Shall Immediately Notify The Engineer Of Any Discrepancies And Shall Agree With The Engineer Any Amended Values On The Plan. All Stations And Reference Points Shall Be Clearly Marked And Protected To The Satisfaction Of The Engineer. All Working Benchmarks Shall Be Near Major/medium Structure Sites. Accurate Establishment Of The Centerlines Based On The Drawing Is Required. The Existing Profile And Cross-section Shall Be Jointly Taken With The Engineer. Excavation Works Foundation Trench Shall Be Dug To The Exact Width And Depth And Levels As Indicated In The Drawings. Sides Of The Trenches Shall Be Vertical. In Case Soil Does Not Permit Vertical Sides, The Contractor Shall Protect The Sides With Timber Shoring. Excavated Earth Shall Not Be Placed Within 1.5 Meter Of The Edge Of The Trench. No Excavation Or Foundation Work Shall Be Filled In Or Covered Up Before The Inspection And Approval Of The Project Engineer. Backfill, Embankment And Gravel Bedding Use Earth Or Sand Free From Waste And Objectionable Materials. Place Backfill And Embank In Uniform Horizontal Layer Not More 150mm Thick At A Time, Puddle And Tamper Each Layer As Required To Make Firm Adequate Compaction. Fill Bottom Of Excavation For Structured Foundation With At Least 100mm Thk Gravel Before Placing Reinforcing Steel Bars And Pouring Concrete. Concrete, Masonry And Plastering Works A. General: All Concrete Works To Be Done Herein Shall Be In Accordance With Aci Requirement And/ Or Standard Specifications As Adopted By The Government. B. Cement Shall Be Portland Cement (type1) With 40 Kgs/bag. C. Fine Aggregates Shall Be Clean Hold River Sand, Free From Injurious Amount Of Clay, Loam And Vegetable Matter. D. Coarse Aggregates Shall Be River Run Gravel Or Broken Stones. The Maximum Size Shall Be 1/5 Of The Nearest Dimensions Between Side Forms Of The Concrete Members Or ¾ The Maximum Clear Spacing Between Reinforcing Bars. E. Reinforcing Bars: Reinforcing Bars Shall Be Intermediate Grade And Deformed And Shall Have Minimum Yield Strength Of 275 Mpa (40,000 Psi) F. The Wires Shall Be Locally Produced G.i. Wire Gauge No. 16. G. Placing Reinforcement Provide Bars, Wire Fabrics, Wire Ties, Supports And Other Devices Necessary To Install And Secure Reinforcement. Reinforcement Shall Not Contain Rust, Scale Oil, Grease Clay And Foreign Substances That Would Reduce The Bond. Rusting Of Reinforcement Is A Basis Of Rejection If The Effective Cross-sectional Area Of The Normal Weight Per Foot Of The Reinforcement Has Been Reduced To Less Than Specified In Paragraph Entitled “reinforcing Bars”. Remove Loose Rust Prior To Placing Of Steel. Splices Shall Be Approved Prior To Use. Do Not Splice At Points Of Maximum Stress. Overlapped Welded Wire Fabric The Spacing Of The Cross Wires, Plus 50 Mm (2 Inches). H. Concrete Hollow Blocks: 1. For Walls And Partitions, Use Chb Or Its Equivalent. 2. Minimum Comprehensive Strength Shall Be 700 Psi. I. All Concrete Cured For Least Seven (7) Days To Twenty-eight (28) Days If Possible After Placement To Attain The Required Strength Of Concrete. J. Removal Of Forms: Forms Shall Be Removed In Such A Manner As Not To Impair The Safety And Serviceability Of The Structures. K. Mixture For Plastering: Thickness Of Plaster Shall Be 16mm Thick. A Mixture Of Washed Sand And Portland Cement. Roof & Roof Framing A. All Roofing Must Be 0.5mm Pre-painted Rib-type Long Span With Compatible Ridge Roll, Gutter And Fascia. B. All Trusses Shall Be ¼” Thick X 2” X 2” Angle Bars For Top And Bottom Chord And All Web Members. C. For Girt Use ¼” Thick X 2” X 2” Angle Bar For Top And Bottom Chord And All Web Members. D. For Fascia Frame Use 1/4” Thick X 1” X 1” Angle Bar With 1”x1/4” Thick Flat Bar Braces. E. Use 2” X 6” Light Gauge C-purlins. F. Fasten Framing Members Together By Welding Or By Using Bolts. Welding Shall Conform To Aws D1.3 Welding Procedure. G. All Metal Surfaces Must Be Metal Primer Red Oxide Painted. Ceiling Works All Materials Shall Be Of Kind And Size Specified On Plans. Interior And Exterior Ceiling Will Use 4” Spandrel Ceiling With A Carrying Channel, Metal Furring And Wall Angle For Corner As Main Frame. Use Blind Rivets To Fix The Spandrel To The Main Frame. Tile Works Tiles Should Be Installed In Biosecurity Building Using A 0.60mx0.60m Granite Tile. Shall Have Tile Trim At The Edges And Provide Tile Grout Between Tiles. It Should Be Done By A Tile Setter To Ensure Quality Workmanship. Doors And Windows With Complete Accessories For Swine Artificial Insemination Building: Use Wooden Panel Door 1.0m X 2.10m Dimension With Complete Accessories. For Biosecurity Building: Use 1.0m X 2.10m Wooden Panel Door For The Feed Warehouse And 0.90m X 2.10m Wooden Panel Door For The Lobby And Ai Laboratory And Pvc Door 0.70m X 2.10m Dimension With Complete Accessories At Comfort Room. For Biosecurity Building: Windows Are Analoc Sliding Glass Window With 1.20m X 1.20m Dimension Should Be Installed In Feed Warehouse And Ai Laboratory, Clear Awning Glass Window With 0.6m X 1.20m Dimension To Be Installed In Lobby, Clear Awning Glass Window With 0.6mx0.4m Dimension To Be Installed In Toilet And Shower Room And 0.3mx0.4m Clear Awning Glass Window, Dimension, Should Be Installed In Changing Room. Electrical Works The Electrical Installation Shall Be Done In Accordance With The Approved Plans And Under The Direct Supervision And Control Of A Professional Electrical Engineer And Or Registered Electrical Engineer. All Electrical Works And Materials Shall Conform To The Provisions Of The Latest Edition Of The Philippine National Electrical Code. The Type Of Electrical Services To Be Supplied To The Building Shall Be 240v, Ac Single Phase Or Three Phase. There Shall Only One Service To Be Dropped From The Nearest Or Local Electrical Company Pole For The Proposed Building. See Attached Plans For Specifications. Provide 3pcs- 3” Gi Pipe Schedule 40 With Concrete Foundation That Will Serve As Post For Electrical Wirings. Plumbing Works All Works Shall Be Done In Accordance With The Provisions Of The Latest Edition Of The Plumbing Code And Local Ordinance. All Works Shall Be Done Under The Direct Supervision Of A Duly Licensed Master Plumber. See Attached Plans For Specifications. Painting Works I. Complete Painting Covers All Concrete And Other Interior Parts Except Otherwise Specified. Ii. Apply Three (3) Coats As Paint Follows: 1st Coat = Sealer 2nd Coat = Primer 3rd Coat = Color Selected And Approved (2 Coats) Iii. Paint Shall Be Thoroughly Dry Before Applying The Succeeding Coat No Exterior Painting Shall Be Done With The Surface To Be Applied Is Damp Or During Rainy Weather Iv. Proper Works At All Times By Suitable Materials As Work Progress, Upon Completion Of Work, Remove All Paints Stains And Varnish Spots From Floors And Other Surfaces, Leave Work Clean And In Acceptable Condition. Installation Of Pig Pens For The Main Frame: Use 2-1/2”ø Schedule 40 Gi Pipe For The Vertical Grill: Use 1/2”ø Schedule 40 Gi Pipe Spaced At 0.15m On Center. For Pen Gate: Shall Be 0.6m Wide And Atleast 1m High. Use For The Dummy Sow : Shall Be 1.20m Height, Use 4” Ø Schedule 40 Gi Pipe Filled With Concrete Mixture Spaced At 0.20m On Center. Feeding Trough: Shall Be Atleast 0.30m And 0.25m Depth. Biogas Plant Excavation Shall Be Dug To The Exact Width And Depth And Levels As Indicated In The Drawings. Sides Of The Trenches Shall Be Vertical. In Case Soil Does Not Permit Vertical Sides, The Contractor Shall Protect The Sides With Timber Shoring. Excavated Earth Shall Not Be Placed Within 1.5 Meter Of The Edge Of The Trench. No Excavation Or Foundation Work Shall Be Filled In Or Covered Up Before The Inspection And Approval Of The Project Engineer. All Concrete Works To Be Done Herein Shall Be In Accordance With Aci Requirement And/ Or Standard Specifications As Adopted By The Government. Cement Shall Be Portland Cement (type1) With 40 Kgs/bag. Fine Aggregates Shall Be Clean Hold River Sand, Free From Injurious Amount Of Clay, Loam And Vegetable Matter. Coarse Aggregates Shall Be River Run Gravel Or Broken Stones. The Maximum Size Shall Be 1/5 Of The Nearest Dimensions Between Side Forms Of The Concrete Members Or ¾ The Maximum Clear Spacing Between Reinforcing Bars. Reinforcing Bars Shall Be Intermediate Grade And Deformed And Shall Have Minimum Yield Strength Of 275 Mpa (40,000 Psi). The Wires Shall Be Locally Produced G.i. Wire Gauge No. 16. Provide Bars, Wire Fabrics, Wire Ties, Supports And Other Devices Necessary To Install And Secure Reinforcement. Reinforcement Shall Not Contain Rust, Scale Oil, Grease Clay And Foreign Substances That Would Reduce The Bond. Rusting Of Reinforcement Is A Basis Of Rejection If The Effective Cross Sectional Area Of The Normal Weight Per Foot Of The Reinforcement Has Been Reduced To Less Than Specified In Paragraph Entitled “reinforcing Bars”. Remove Loose Rust Prior To Placing Of Steel. Splices Shall Be Approved Prior To Use. Do Not Splice At Points Of Maximum Stress. Overlapped Welded Wire Fabric The Spacing Of The Cross Wires, Plus 50 Mm (2 Inches). Concrete Hollow Blocks Minimum Comprehensive Strength Shall Be 700 Psi. All Concrete Cured For Least Seven (7) Days To Twenty-eight (28) Days If Possible After Placement To Attain The Required Strength Of Concrete. Removal Of Forms: Forms Shall Be Removed In Such A Manner As Not To Impair The Safety And Serviceability Of The Structures. All Connections From Collecting Pit To Earth Lagoon Must Use 150mmø Pvc Pipe S-1000. All Finished Concrete Walls And Slab Must Have Waterproofing. Tunnel Ventilating System With Installation See Attached Plans For Specifications. B) Concrete Drainage Canal Excavation Works Foundation Trench Shall Be Dug To The Exact Width And Depth And Levels As Indicated In The Drawings. Sides Of The Trenches Shall Be Vertical. In Case Soil Does Not Permit Vertical Sides, The Contractor Shall Protect The Sides With Timber Shoring. Excavated Earth Shall Not Be Placed Within 1.5 Meter Of The Edge Of The Trench. No Excavation Or Foundation Work Shall Be Filled In Or Covered Up Before The Inspection And Approval Of The Project Engineer. Concrete Works A. General: All Concrete Works To Be Done Herein Shall Be In Accordance With Aci Requirement And/ Or Standard Specifications As Adopted By The Government. B. Cement Shall Be Portland Cement (type1) With 40 Kgs/bag. C. Fine Aggregates Shall Be Clean Hold River Sand, Free From Injurious Amount Of Clay, Loam And Vegetable Matter. D. Coarse Aggregates Shall Be River Run Gravel Or Broken Stones. The Maximum Size Shall Be 1/5 Of The Nearest Dimensions Between Side Forms Of The Concrete Members Or ¾ The Maximum Clear Spacing Between Reinforcing Bars. E. Reinforcing Bars: Reinforcing Bars Shall Be Intermediate Grade And Deformed And Shall Have Minimum Yield Strength Of 275 Mpa (40,000 Psi) F. The Wires Shall Be Locally Produced G.i. Wire Gauge No. 16. G. Placing Reinforcement Provide Bars, Wire Fabrics, Wire Ties, Supports And Other Devices Necessary To Install And Secure Reinforcement. Reinforcement Shall Not Contain Rust, Scale Oil, Grease Clay And Foreign Substances That Would Reduce The Bond. Rusting Of Reinforcement Is A Basis Of Rejection If The Effective Cross-sectional Area Of The Normal Weight Per Foot Of The Reinforcement Has Been Reduced To Less Than Specified In Paragraph Entitled “reinforcing Bars”. Remove Loose Rust Prior To Placing Of Steel. Splices Shall Be Approved Prior To Use. Do Not Splice At Points Of Maximum Stress. Overlapped Welded Wire Fabric The Spacing Of The Cross Wires, Plus 50 Mm (2 Inches). H. All Concrete Cured For Least Seven (7) Days To Twenty-eight (28) Days If Possible After Placement To Attain The Required Strength Of Concrete. I. Removal Of Forms: Forms Shall Be Removed In Such A Manner As Not To Impair The Safety And C) Powerhouse Excavation Works Foundation Trench Shall Be Dug To The Exact Width And Depth And Levels As Indicated In The Drawings. Sides Of The Trenches Shall Be Vertical. In Case Soil Does Not Permit Vertical Sides, The Contractor Shall Protect The Sides With Timber Shoring. Excavated Earth Shall Not Be Placed Within 1.5 Meter Of The Edge Of The Trench. No Excavation Or Foundation Work Shall Be Filled In Or Covered Up Before The Inspection And Approval Of The Project Engineer. Backfill And Gravel Bedding Use Earth Or Sand Free From Waste And Objectionable Materials. Place Backfill And Embank In Uniform Horizontal Layer Not More 150mm Thick At A Time, Puddle And Tamper Each Layer As Required To Make Firm Adequate Compaction. Fill Bottom Of Excavation For Structured Foundation With At Least 100mm Thk Gravel Before Placing Reinforcing Steel Bars And Pouring Concrete. Concrete, Masonry And Plastering Works A. General: All Concrete Works To Be Done Herein Shall Be In Accordance With Aci Requirement And/ Or Standard Specifications As Adopted By The Government. B. Cement Shall Be Portland Cement (type1) With 40 Kgs/bag. C. Fine Aggregates Shall Be Clean Hold River Sand, Free From Injurious Amount Of Clay, Loam And Vegetable Matter. D. Coarse Aggregates Shall Be River Run Gravel Or Broken Stones. The Maximum Size Shall Be 1/5 Of The Nearest Dimensions Between Side Forms Of The Concrete Members Or ¾ The Maximum Clear Spacing Between Reinforcing Bars. E. Reinforcing Bars: Reinforcing Bars Shall Be Intermediate Grade And Deformed And Shall Have Minimum Yield Strength Of 275 Mpa (40,000 Psi) F. The Wires Shall Be Locally Produced G.i. Wire Gauge No. 16. G. Placing Reinforcement Provide Bars, Wire Fabrics, Wire Ties, Supports And Other Devices Necessary To Install And Secure Reinforcement. Reinforcement Shall Not Contain Rust, Scale Oil, Grease Clay And Foreign Substances That Would Reduce The Bond. Rusting Of Reinforcement Is A Basis Of Rejection If The Effective Cross-sectional Area Of The Normal Weight Per Foot Of The Reinforcement Has Been Reduced To Less Than Specified In Paragraph Entitled “reinforcing Bars”. Remove Loose Rust Prior To Placing Of Steel. Splices Shall Be Approved Prior To Use. Do Not Splice At Points Of Maximum Stress. Overlapped Welded Wire Fabric The Spacing Of The Cross Wires, Plus 50 Mm (2 Inches). H. Concrete Hollow Blocks: 1. For Walls And Partitions, Use Chb Or Its Equivalent. 2. Minimum Comprehensive Strength Shall Be 700 Psi. I. All Concrete Cured For Least Seven (7) Days To Twenty-eight (28) Days If Possible After Placement To Attain The Required Strength Of Concrete. J. Removal Of Forms: Forms Shall Be Removed In Such A Manner As Not To Impair The Safety And Serviceability Of The Structures. K. Mixture For Plastering: Thickness Of Plaster Shall Be 16mm Thick. A Mixture Of Washed Sand And Portland Cement. Roof & Roof Framing A. All Roofing Must Be 0.4mm Pre-painted Rib-type Long Span With Insulation And With Compatible Ridge Roll, Gutter And Fascia. B. All Rafter And Center Girt Shall Be 2” X 6” Light Gauge C-purlins With 10mm Diameter Web Member C. For Fascia Frame Use 3/16” Thick X 1” X 1” Flat Bar. D. Use 2” X 4” Light Gauge C-purlins With 12mm Diameter Bar Support. E. Fasten Framing Members Together By Welding Or By Using Bolts. Welding Shall Conform To Aws D1.3 Welding Procedure. F. All Metal Surfaces Must Be Metal Primer Red Oxide Painted. Doors And Windows With Complete Accessories For Entrance Door And Windows Use 2”ø Sched 40 Gi Pipe Frame Enclosed With #6 Steel Matting With 1” Thick Flat Bar Holder Welded To The Frame. Hinges And Locks Must Be Fabricated. Installation Of Generator Set Generator Set Power Rating: 55kva Phase: 3-phase Voltage: 230v Frequency: 60 Hz Engine: Diesel Engine Type: Silent Type Manual Transfer Switch Rating: 150 At Phase/pole: 3-phase/ 3-pole Voltage Capacity: 250vac Section Vii. Drawings Annex A – Architectural Design Annex B – Project Billboard Plan Section Viii. Bill Of Quantities Bid No. Agr- 24-932-b Item Description Quantity Unit Unit Cost Total Cost No. A. Swine Artificial Insemination Building And Biosecurity Building I. Clearing, Grubbing And Staking 675.00 Sq.m. Pesos And Ctvs. (p ) / Sq.m P Ii. Excavation Works 129.45 Cu.m. Pesos And Ctvs. (p ) / Cu.m P Iii. Backfilling Works 19.10 Cu.m. Pesos And Ctvs. (p ) / Cu.m P Iv. Embankment 2,091.00 Cu.m Pesos And Ctvs. (p ) / Cu.m V. Concrete Works A. Concreting 49.16 Cu.m Pesos And Ctvs. (p ) / Cu.m P B. Steel Works 3,818.48 Kg Pesos And Ctvs. (p ) / Kg P C. Form Works 263.05 Sq.m. Pesos And Ctvs. (p ) / Sq.m. P D. Gravel Bedding 18.00 Cu.m. Pesos And Ctvs. (p ) / Cu.m. P Vi. Masonry Works 384.00 Sq.m. Pesos And Ctvs. (p ) / Sq.m P Vii. Plastering Works 573.08 Sq.m Pesos And Ctvs. (p ) / Sq.m P Viii Roofing Works 311.00 Sq.m. Pesos And Ctvs. (p ) / Sq.m P Ix. Ceiling Works 203.79 Sq.m. Pesos And Ctvs. (p ) / Sq.m P X. Tile Works 64.11 Sq.m. Pesos And Ctvs. (p ) / Sq.m P Xi. Door And Windows With Complete Accessories 1.00 Lot Pesos And Ctvs. (p ) / Lot P Xii. Plumbing Works 1.00 Lot Pesos And Ctvs. (p ) / Lot P Xiii. Electrical Works 1.00 Lot Pesos And Ctvs. ) / Lot P Xiv. Painting Works 722.61 Sq.m. Pesos And Ctvs. (p ) / Sq.m P Xv. Installation Of Pig Pens 1.00 Lot Pesos And Ctvs P (p ) / Lot Xvi. Biogas Plant 1.00 Lot Pesos And Ctvs. (p ) / Lot P Xvii. Tunnel Ventilating System With Installation 1.00 Lot Pesos And Ctvs. (₱ ) / Lot P B. Concrete Drainage Canal I. Excavation 300.00 Cu.m Pesos And Ctvs. (₱ ) / Cu.m` P Ii. Concrete Works A. Concreting 91.00 Cu.m Pesos And Ctvs. (₱ ) / Cu.m` P B. Steel Works 5,874.00 Kg Pesos And Ctvs. (₱ ) / Kg P B. Form Works 1,380.00 Sq.m Pesos And Ctvs. (₱ ) / Sq.m P B. Gravel Bedding 15.00 Cu.m Pesos And Ctvs. (₱ ) / Cu.m P C. Powerhouse I. Excavation Works 6.40 Cu.m Pesos And Ctvs. (₱ ) / Cu.m P Ii. Backfilling Works 4.20 Cu.m Pesos And Ctvs. (₱ ) / Cu.m P Iii. Concrete Works A. Concreting 12.00 Cu.m Pesos And Ctvs. (₱ ) / Cu.m P B. Steel Works 1,141.00 Kg Pesos And Ctvs. (₱ ) / Kg P C. Form Works 23.52 Sq.m Pesos And Ctvs. (₱ ) / Sq.m P D. Gravel Bedding 4.00 Cu.m Pesos And Ctvs. (₱ ) / Cu.m P Iv. Masonry And Plastering Works 72.56 Sq.m Pesos And Ctvs. (₱ ) / Sq.m P V. Roofing Works 67.00 Sq.m Pesos And Ctvs. (₱ ) / Sq.m P Vi. Door And Windows With Complete Accessories 1.00 Lot Pesos And Ctvs. (₱ ) / Lot P Vii. Installation Of Generator Set 1.00 Lot Pesos And Ctvs. (₱ ) / Lot P Total Bid Cost In Figures P Total Bid Cost In Words Summary Of Costs Item No. Bid Amount A. Swine Artificial Insemination Building And Biosecurity Building I. Clearing, Grubbing And Staking ₽________________________________ Ii. Excavation Works ₽________________________________ Iii. Backfilling Works ₽________________________________ Iv. Embankment ₽________________________________ V. Concrete Works A. Concreting ₽________________________________ B. Steel Works ₽________________________________ C. Form Works ₽________________________________ D. Gravel Bedding ₽________________________________ Vi. Masonry Works ₽________________________________ Vii. Plastering Works ₽________________________________ Viii. Roofing Works ₽________________________________ Ix. Ceiling Works ₽________________________________ X. Tile Works ₽________________________________ Xi. Door And Windows With Complete Accessories ₽________________________________ Xii. Plumbing Works ₽________________________________ Xiii. Electrical Works ₽________________________________ Xiv. Painting Works ₽________________________________ Xv. Installation Of Pig Pens ₽________________________________ Xvi. Biogas Plant ₽________________________________ Xvii. Tunnel Ventilating System With Installation ₽________________________________ B. Concrete Drainage Canal I. Excavation ₽________________________________ Ii. Concrete Works A. Concreting ₽________________________________ B. Steel Works ₽________________________________ C. Form Works ₽________________________________ D. Gravel Bedding ₽________________________________ C. Powerhouse I. Excavation Works ₽________________________________ Ii. Backfilling Works ₽________________________________ Iii. Concrete Works A. Concreting ₽________________________________ B. Steel Works ₽________________________________ C. Form Works ₽________________________________ D. Gravel Bedding ₽________________________________ Iv. Masonry And Plastering Works ₽________________________________ V. Roofing Works Vi. Door And Windows With Complete Accessories ₽________________________________ Vii. Installation Of Generator Set ₽________________________________ Total Bid Amount ₽________________________________ Section Ix. 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; ⬜ 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 In Case Of A Corporation, Partnership, Or Cooperative; Or Original Special Power Of Attorney 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. Financial Documents ⬜ (h) The Prospective Bidder’s Computation Of Net Financial Contracting Capacity (nfcc). Class “b” Documents ⬜ (i) If Applicable, Duly Signed Joint Venture Agreement (jva) In Accordance With Ra No. 4566 And Its Irr In Case The Joint Venture Is Already In Existence; Or Duly Notarized Statements From All The Potential Joint Venture Partners Stating That They Will Enter Into And Abide By The Provisions Of The Jva In The Instance That The Bid Is Successful. Ii. Financial Component Envelope ⬜ (j) Original Of Duly Signed And Accomplished Financial Bid Form; And Other Documentary Requirements Under Ra No. 9184 ⬜ (k) Original Of Duly Signed Bid Prices In The Bill Of Quantities; And ⬜ (l) 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 ⬜ Cash Flow By Quarter. Bid Form For The Procurement Of Infrastructure Projects [shall Be Submitted With The Bid] Bid Form Date : Project Identification No. : To: [name And Address Of Procuring Entity] Having Examined The Philippine Bidding Documents (pbds) Including The Supplemental Or Bid Bulletin Numbers [insert Numbers], The Receipt Of Which Is Hereby Duly Acknowledged, We, The Undersigned, Declare That: A. We Have No Reservation To The Pbds, Including The Supplemental Or Bid Bulletins, For The Procurement Project: [insert Name Of Contract]; B. We Offer To Execute The Works For This Contract In Accordance With The Pbds; C. The Total Price Of Our Bid In Words And Figures, Excluding Any Discounts Offered Below Is: [insert Information]; D. The Discounts Offered And The Methodology For Their Application Are: [insert Information]; E. The Total Bid Price Includes The Cost Of All Taxes, Such As, But Not Limited To: [specify The Applicable Taxes, E.g. (i) Value Added Tax (vat), (ii) Income Tax, (iii) Local Taxes, And (iv) Other Fiscal Levies And Duties], Which Are Itemized Herein And Reflected In The Detailed Estimates, F. Our Bid Shall Be Valid Within The A Period Stated In The Pbds, And It Shall Remain Binding Upon Us At Any Time Before The Expiration Of That Period; G. If Our Bid Is Accepted, We Commit To Obtain A Performance Security In The Amount Of [insert Percentage Amount] Percent Of The Contract Price For The Due Performance Of The Contract, Or A Performance Securing Declaration In Lieu Of The The Allowable Forms Of Performance Security, Subject To The Terms And Conditions Of Issued Gppb Guidelines12 For This Purpose; H. 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; I. 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 J. We Understand That You Are Not Bound To Accept The Lowest Calculated Bid Or Any Other Bid That You May Receive. K. We Likewise Certify/confirm That The Undersigned, Is The Duly Authorized Representative Of The Bidder, And Granted Full Power And Authority To Do, Execute 12 Currently Based On Gppb Resolution No. 09-2020 And Perform Any And All Acts Necessary To Participate, Submit The Bid, And To Sign And Execute The Ensuing Contract For The [name Of Project] Of The [name Of The Procuring Entity]. L. 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: Legal Capacity: Signature: Duly Authorized To Sign The Bid For And Behalf Of: Date: Bid Securing Declaration Form [shall Be Submitted With The Bid If Bidder Opts To Provide This Form Of Bid Security] Republic Of The Philippines) City Of ) S.s. Bid Securing Declaration Project Identification No.: [insert Number To: [insert Name And Address Of The Procuring Entity] 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 Procurement 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 No. 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; And 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 Or Its Authorized Representative] [insert Signatory’s Legal Capacity] Affiant [jurat] [format Shall Be Based On The Latest Rules On Notarial Practice] Omnibus Sworn Statement (revised) [shall Be Submitted With The Bid] 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 [name Of The Project] Of The [name Of The Procuring Entity], 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 [name Of The Project] Of The [name Of The Procuring Entity], 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 [name Of The Project]. 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 , 20 At , Philippines. [insert Name Of Bidder Or Its Authorized Representative] [insert Signatory’s Legal Capacity] Affiant [jurat] [format Shall Be Based On The Latest Rules On Notarial Practice]
Contact
Tender Id
6596308f-2637-38dc-9312-b80d744bd279Tender No
11079627Tender Authority
Province Of Iloilo ViewPurchaser Address
-Website
notices.ps-philgeps.gov.ph