Earthwork Tenders

Details: Description Republic Of The Philippines Department Of Justice Bureau Of Corrections Muntinlupa City Philippine Bidding Documents Design And Build Of Correctional Institution For Women (ciw) Facility At Iwahig Prison And Penal Farm (ippf) (procurement/ Id .019) Sixth Edition July 2020 Bids And Awards Committee 2024 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 57 Section Viii. Bill Of Quantities 58 Section Ix. Checklist Of Technical And Financial Documents 59 Section I. Invitation To Bid Republic Of The Philippines Department Of Justice Bureau Of Corrections Muntinlupa City Invitation To Bid Design And Build Of Correctional Institution For Women (ciw) Facility At Iwahig Prison And Penal Farm (ippf) 1. The Bureau Of Corrections, Through The General Appropriations Act (gaa) Of 2024 Capital Outlay, Intends To Apply The Sum Of Two Hundred Seventy-two Million One Hundred Sixty-six Thousand Pesos Only (₱272,166,000.00) Being The Approved Budget For The Contract (abc) To Payments Under The Contract For The Design And Build Of Correctional Institution For Women (ciw) Facility At Iwahig Prison And Penal Farm (ippf) With Identification Number __19. 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 Regional Prison Facilities, 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 _may 2, 2024 (08:00am To 05:00pm) To May 23, 2024 (08:00am To 01:29pm) 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 _may 10, 2024 (01:30 Pm)___ 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 _may 23, 2024 (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 _may 23, 2024 (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 Correctional Institution For Women (ciw) Facility At Iwahig Prison And Penal Farm (ippf), With Project Identification Number [indicate 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 (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 Through The General Appropriations Act (gaa) Of 2024 Capital Outlay In The Amount Of Two Hundred Seventy-two Million One Hundred Sixty-six Thousand Pesos Only (₱272,166,000.00) 2.2. The Source Of Funding Is: A. Nga, The General Appropriations Act Or Special Appropriations. 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 [insert Amount]. 13 The Amount Of The Advance Payment Is Five Percent (5%) Of The Contract Price To Be Split In Two Installments (2.5% Upon Issuance Of Nortice To Proceed And 2.5% Upon Issuance Of Notice To Construct) 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. Payment For Work Accomplishment Shall Be Made In Two Billings Only First Billing Is At Fifty Percent (50%) And The Last And Final Billing Of One Hundred Percent (100%) Work Accomplishment. 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 Scope Of Work Design And Build Of Correctional Institution For Women (ciw) Facility At Iwahig Prison And Penal Farm (ippf) Sta. Lucia Sub – Prison Colony, Puerto Princesa, Philippines 1. Project Information 1.1 Project Description The Correctional Institution For Women (ciw) Security Compound Project At The Iwahig Prison And Penal Farm (ippf) Is A Pivotal Initiative Aimed At Modernizing And Securing Facilities Tailored To The Needs Of Confined Women. Situated Within The Expansive Grounds Of The Ippf, This Project Addresses Critical Deficiencies In The Current Infrastructure While Emphasizing Safety, Rehabilitation, And Community Reintegration. By Integrating Security Technologies, And Comprehensive Rehabilitation Programs, The Ciw Security Compound Will Not Only Enhance The Physical Security Of Female Psdl But Also Provide Them With Opportunities For Personal Growth, Skill Development, And Successful Reintegration Into Society. This Project Exemplifies A Commitment To Promoting Justice, Dignity, And Social Rehabilitation Within The Correctional System, Setting A New Standard For Women's Penal Facilities In The Region. The Ciw Facility At Ippf Represents A Significant Step Towards Reforming The Criminal Justice System And Promoting The Rehabilitation And Reintegration Of Female Offenders. By Prioritizing Safety, Rehabilitation, And Innovation, This Project Strives To Uphold The Principles Of Justice, Dignity, And Social Responsibility For All Individuals Within The Correctional System. 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 To Improve Conditions For Incarcerated Women. The Contract Will Involve The Design And Build Scheme Leading To The Construction Of The Ciw Facility At Sta. Lucia Sub Prison Colony, Iwahig Prison And Penal Farm, Puerto Princesa, Philippines. The Plans And Designs Shall Be In Accordance With The Plan Of The Said Structures As Conceptualized By The Planning And Design Unit (pdu) Under Civil Engineering Section (ces) Of General Services Division (gsd) 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 Bucor Shall Not Assume Any Responsibility Regarding Erroneous Interpretations Out Of Any Data Presented By The Contractor. The Ciw 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 Pdu. 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 Bucor - Nhq General Services Division (gsd). B. The Bid Shall Be Based On The Conceptual/schematic Design Drawings Prepared By The Bucor Pdu 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: (sta. Lucia Sub Prison Colony – Ciw Palawan) I. One (1) Unit Two (2) Storey + Roof Deck “type B” Dormitory Designed For 500 Psdl; Ii. With Fire Protection, Fire Detection Alarm System, And Fire Suppression Equipment Included In Dormitory, Iii. 48sqm Security Office For Main Gate Iv. Main Perimeter Walls With Catwalk And Guard Towers (with Comfort Room) In Compliance With Ra 10575. Security Gate And Pedestrian Gate Included V. Secondary Perimeter Fence In Compliance With Ra 10575. Security Gate And Pedestrian Gate Included. Vi. Visiting Area, 200sqm. Vii. 250sqm Fully Furnished Admin Building Viii. Power Line Connection From Main Road/main Line To The Facility (more Or Less 320m) Ix. Electrical System, Backup Power Supply System With Capacity Not Less Than The Total Computed Kva Load, Without Demand Factor. X. Water Supply System (required System Level To Supply The Facility. With Sufficient Pressure Level And To Provide Potable Water: Cistern, Pumps, Elevated Water Tank, And Chlorinator If Necessary) Xi. Site Development (grading And Earthworks, Pathways, And Site Drainage System). Xii. Cctv Systems (centralized) Xiii. Sewage Treatment Plant (sequencing Batch Reactor) Xiv. Bunkbeds For 500 Psdl Capacity (design And Specification Of Bunk Beds For Review Of Planning And Design Unit – Gsd). 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 Pdu 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 Pdu. 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 (for Stp). 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 Pdu 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 Pdu Is Mandatory Throughout The Duration Of Construction. • Oversight Of These Forms Will Be Conducted By The General Services Section (gss) Of The Ippf On Behalf Of The Bucor Gsd • Ippf-gss To Impose To Contractor Testing Of All Items After Installation And/or Application. Gss To Send Pdu Copy Of The Test Report/s. • Ippf-gss 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, Ippf-gss To Inform Pdu Of Such Variation. Ii. Bucor Engineer Visits: • Nhq Engineers And Architects (personnel Of Pdu) Will Conduct Site Visits On A Quarterly Basis Or Whenever Deemed Necessary To Ensure Compliance With Standards And Regulations. • Pdu 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: • Ippf Gss 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 Gss Will Be Reviewed And Approved By Gsd - 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 Pdu. 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 Pdu 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 Pdu 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 Bucor. 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. Environmental Compliance 6. Communication Equipment: This Item Consists Of The Provision Of Communication Equipment. 7. Billboard 8. Traffic Management (if Applicable). Vii. Building Construction 1 Unit One (1) Storey Type ‘b’ Pdl Dormitory Building With 500 Pdl Capacity. 4.7sqm Per Pdl (shower, Water Closet And Wash Basin Included). Maximum Of 10psdl Per Cell. Including: Fire Protection And Fire Detection Alarm Systems, And Fire Suppression Equipment For Dormitory In Accordance To Governing Laws And Regulations Requirements. With Stainless Steel Elevated Water Tank On Roof Deck; To Supply Sufficient Pressure In Every Plumbing Fixtures. Minimum Number Of Fixtures Per Cell: 2 Unit’s Flush Valve Water Closet, 2 Unit Flush Valve Urinal, 1 Unit Lavatory, 3 Units Wall Faucet, And 3 Units Shower Head. Provide Enhanced Natural Ventilation As Necessary. 1 Unit One (1) Storey Admin Building 250sqm. (open Space Staff Working Area, Reception Area, Conference Room, Chief Office, Pantry, Storage, Cctv Room). Fully Furnished 1 Unit One (1) Storey Visitation Area 200sqm, (office, Control/frisking Area, Toilets). 700 Ln.m., More Main Perimeter Concrete Fence With Concrete Catwalk, Stairs, Post Towers With Individual Cr (maximum Distance Of 100m). Provision Of Main Sliding Steel Control Gate And Pedestrian Steel Gate (refer To Rule Vii, Section 7 Of The Revised Irr Of Ra 10575) 700 Ln.m., More Secondary Perimeter Fence With, Provision Of Solar Light (outside Secondary Perimeter) With Maximum Distance Of 20m Apart. Secondary Steel Gate And Pedestrian Steel Gate (refer To Rule Vii, Section 7 Of The Revised Irr Of Ra 10575) 1 Lot Site Development. Includes Not Limited To The Following: Stormwater Management: Implementing Systems To Manage Stormwater Runoff, Which Include Underground Drainage Systems. (planning, Designing, And Installing Pipes, Channels, Culverts, Ditches, And Other Structures That Collect, Convey, And Discharge Storm Water Runoff). Drainage Outfall To Connect To Existing Nearest Drainage Line. Shall Conform To Existing Rules And Regulations Of The Lgu. Grading And Earthwork: Leveling The Ground And Shaping It To The Required Specifications For The Construction Project. This May Involve Excavation, Filling, And Compacting Soil. 1 Lot Control Gate And 48sqm Control Gate Security Office 250 Units Double Deck Bunk Beds (design And Specification Of Bunk Beds For Review Of Planning And Design Unit – Gsd). 1 Lot Electrical System Designed To Accommodate Future Facility Electrical Loads. Backup Power Generator Sets, Capacity Not Less Than Total Computed Kva Load, Without Demand Factor) 1 Lot 3-phase Power Line Connecting From Main Power Source Posts, Cables And Necessary Electrical Components. Street Lights Included 1 Lot Water Supply System. Includes The Ff: Water Source, Water Treatment System (as Necessary To Provide Potable Water), Storages, Distribution And Plumbing System. Required Water System Level To Supply The Facility. Sufficient Water Pressure To Supply Outpost Plumbing Fixtures 1 Lot Sewerage Treatment Plant (sequencing Batch Reactor). With Quality Deemed Suitable For Discharge Into Nearby Water Bodies, In Accordance With The Standards Set By The Local Municipality Or Government. 1 Lot Cctv System For Perimeter And Dormitory (centralized). Inside And Outside Of Both Dorm And Perimeter Can Be Monitored. Recording Of Video Data Will Be Continuous 24/7/365 For All Cameras Deployed On The Security Video System. Provision Of Housing For Protection Of Outside Cctvs. With Ir Leds For True Day And Night Surveillance. With At Least 2mp Sensor. With Wide Field Of Vision. With Movement Sensor. A. Material Specifications: A. Floor Finishes • Polished Cement Finish Prison Cell, Hallways, Staircases, And Rooms • Plain Cement Finish - 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. 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. Sprinkler System To All Prison Dormitories In Accordance With The Provisions Of Revised Plumbing Code Of The Philippines. 4. Approved Budget For The Contract (abc) The Approved Budget For The Contract (abc) Is Php 272,166,000.00. 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 Php272,166,000.00. 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 Sixty (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) 10. Location Plan/vicinity Map 11. Perspective 12. Floor Plans 13. Front View Elevation 14. Rear View Elevation 15. Left Side View Elevation 16. Right Side View Elevation 17. Longitudinal Section 18. 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 Correctional Institution For Women (ciw) Facility At Iwahig Prison And Penal Farm (ippf) 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 Correctional Institution For Women (ciw) Facility At Iwahig Prison And Penal Farm (ippf) 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 Date Of Completion Or Estimated Completion Time Certified Correct: Name And Signature Of Authorized Representative Position Date Company Letterhead Design And Build Of Correctional Institution For Women (ciw) Facility At Iwahig Prison And Penal Farm (ippf) 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 Correctional Institution For Women (ciw) Facility At Iwahig Prison And Penal Farm (ippf) _________________________________________________________________________ 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 Correctional Institution For Women (ciw) Facility At Iwahig Prison And Penal Farm (ippf) 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 Correctional Institution For Women (ciw) Facility At Iwahig Prison And Penal Farm (ippf) 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 Correctional Institution For Women (ciw) Facility At Iwahig Prison And Penal Farm (ippf). 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 Correctional Institution For Women (ciw) Facility At Iwahig Prison And Penal Farm (ippf) (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 Correctional Institution For Women (ciw) Facility At Iwahig Prison And Penal Farm (ippf); (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 Correctional Institution For Women (ciw) Facility At Iwahig Prison And Penal Farm (ippf) 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: ___________

Details: Description Republic Of The Philippines Province Of Sorsogon Municipality Of Irosin Bids & Awards Committee Invitation To Bid For Construction Of Municipal Building Construction Of Municipal Building-site Development Barangay Buenavista, Irosin, Sorsogon 1. The Local Government Unit Of Irosin, Through The Lbp Loan Intends To Apply The Sum Of One Hundred Eighteen Million Pesos (p 118,000,000.00) Being The Approved Budget For The Contract (abc) To Payments Under The Contract For The Construction Of Municipal Building And Construction Of Municipal Building-site Development At Barangay Buenavista,irosin, Sorsogon, Infr-01-2024. Bids Received In Excess Of The Abc Shall Be Automatically Rejected At Bid Opening. Name Of Contract : Construction Of Municipal Building And Construction Of Municipal Building-site Development At Barangay Buenavista, Irosin, Sorsogon Brief Description: Construction Of Municipal Building: Earthworks/formworks/rebar Works/concrete Works/masonry Works/interior Walls(dry Wall)/ceiling Works/plumbing Works/electrical Works/doors And Windows/tile Works/other Works(water Proofing)/ppe’s/temporary Facilities/project Signage Construction Of Municipal Building-site Development: Embankment/sub-grade Preparation/aggregate Base Course/portland Cement Concrete Pavement/grouted Riprap/line Canal W/ Box Culvert/solar Streetlights W/ Concrete Pedestal/ppe’s/temporary Facilities/project Signage Approved Budget For The Contract : P 100,000,000.00-lbp Loan P 18,000,000.00-lbp(term Loan No. 9) Source Of Fund : Loan From Land Bank Of The Philippines(lbp) 2. The Local Government Unit Of Irosin Now Invites Bids For The Above Procurement Project. Completion Of Works Is Five Hundred Forty (540) Calendar Days. Bidders Should Have Completed At Least One Similar Project For The Last Five(5) Years And Whose Value, Of The Contract, Adjusted To Current Prices Using The Nso Consumer Price Indices Must Be Equal To 50% Of The Abc To Be Bid. The Description Of An Eligible Bidder Is Contained In The Bidding Documents, Particularly, In Section Ii. Instruction To Bidders. 3. Bidding Will Be Conducted Through Open Competitive Bidding Procedures Using Non-discretionary “pass/fail” Criterion As Specified In The 2016 Implementing Rules And Regulations (irr) Of Republic Act 9184 (ra 9184). 4. Interested Bidders May Obtain Further Information From Local Government Unit Of Irosin And Inspect The Bidding Documents At The Address Given Below From 8:00 Am-5:00 Pm. 5. A Complete Set Of Bidding Documents May Be Acquired By Interested Bidders On May 1, 2024 Until May 23, 2024 From The Given Address And Philgeps Website And Lgu-irosin Website And Upon Payment Of The Applicable Fee For The Bidding Documents, Pursuant To The Latest Guidelines Issued By The Gppb, In The Amount Of Fifty Thousand Pesos (p 50,000.00). The Procuring Entity Shall Allow The Bidder To Present Its Proof Of Payment For The Fees By Presenting In Person The Official Receipt Of Bid Documents To The Bac Office. 6. The Local Government Unit Of Irosin Will Hold A Pre-bid Conference On May 9, 2024, 9:00am At The Conference Room, Office Of The Municipal Mayor, Municipal Compound, San Julian, Irosin, Sorsogon, 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 May 23, 2024, 8:59 Am At Bac Office, Municipal Compound, San Julian, Irosin, Sorsogon. 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 May 23, 2024, 9:00 Am At The Given Address Below Conference Room, Office Of The Mayor, Municipal Compound, San Julian, Irosin, Sorsogon. Bids Will Be Opened In The Presence Of The Bidders’ Representatives Who Choose To Attend At The Address Below. 10. The Local Government Unit Of Irosin Reserves The Right To Accept Any And All Bids, Declare A Failure Of Bidding Or Not Award A Contract At Any Time Prior To Contract Award In Accordance With Section 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: Benjamin M. Gabionza, Ce Municipal Engineer Municipal Compound, San Julian, Irosin, Sorsogon Url: Www.irosin.gov.ph Email Address: Bengabionza@gmail.com 12. You May Visit The Following Websites: For Downloading Of Bidding Documents: Philgeps Website And Www.irosin.gov.ph Date Of Posting: May 1, 2023 _____________________ Noel D. Mercado Ii Bac Chairman Standard Form Number: Sf-infr-07 Revised On: July 29, 2004 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; Or B) Registration From Sec, Department Of Trade And Industry(dti) For Sole Proprietorship And Cda For Cooperatives C) Valid Mayor’s Permit By The City Or Municipality Where The Principal Place Of Business Is Located D) Tax Clearance Per Eo 398 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 Completed Within The Last Five(5) Years, Except Under Conditions Provided Under The Rules; And • The Statement Shall Include The Following: (1)name Of The Contract; (2)date Of The Contract; (3)contract Duration; (4)owner’s Name And Address; (5)nature Of Work; (6)contractor’s Role (whether Sole Contractor, Subcontractor, Or Partner In A Jv) And Percentage Of Participation; (7)total Contract Value At Award; (8)date Of Completion Or Estimated Completion Time; (9)total Contract Value At Completion, If Applicable; (10)percentages Of Planned And Actual Accomplishments, If Applicable; (11)value Of Outstanding Works, If Applicable; (12)the Statement Shall Be Supported By The Notices Of Award And/or Notices To Proceed Issued By The Owners; And (13)the Statement Shall Be Supported By The Constructors Performance Evaluation System (cpes) Rating Sheets, And/or Certificates Of Completion And Owner’s Acceptance, If Applicable; ⬜ (d) Valid Pcab License-category B, Size Range Medium A Or Higher/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. (h) Affidavit Of Site Inspection Financial Documents ⬜ (i) Audited Financial Statement Stamped Received By The Bureau Of Internal Revenue(bir) Or Its Duly Authorized Institutions, For The Immediately Preceding Calendar Year, Which Should Not Be Earlier From Two(2) Years From The Date Of Submission (j) The Prospective Bidder’s Computation Of Net Financial Contracting Capacity (nfcc). Class “b” Documents ⬜ (k) 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 ⬜ (l) Original Of Duly Signed And Accomplished Financial Bid Form; And Other Documentary Requirements Under Ra No. 9184 ⬜ (m) Original Of Duly Signed Bid Prices In The Bill Of Quantities; And ⬜ (n) 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 ⬜ (o) Cash Flow By Quarter. Instruction To Bidders 1. Scope Of Bid The Procuring Entity, Local Government Unit Of Irosin Invites Bids For The Construction Of Municipal Building And Construction Of Municipal Building-site Development At Barangay Buenavista, Irosin, Sorsogon, With Project Identification Number Infr-01-2024. [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 (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 Loan From Land Bank Of The Philippines(lbp) In The Amount Of One Hundred Eighteen Million Pesos ( P 118,000,000.00). 2.2. The Source Of Funding Is: Lbp Loan-p 100,000,000.00 Lbp(term Loan No. 9)-p 18,000,000.00 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. Subcontracting Is Not Allowed During The Bidding. 7.2. Subcontracting Is Not Allowed During The Contract Implementation Stage. 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 May 9, 2024, 9:00am And Either At Its Physical Address Office Of The Mayor, Municipal Compound, San Julian, Irosin, Sorsogon In A Face-to-face Manner 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 Special Pcab License In Case Of Joint Ventures, 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 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: 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 15 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. 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: Construction Of Municipal Building At Barangay Buenavista, Irosin, Sorsogon I.earth Works Ii. Formworks Iii. Rebar Works Iv. Concrete Works V. Masonry Works Vi. Interior Walls(dry Wall) Vii. Ceiling Works Viii. Plumbing Works Ix. Electrical Works X. Painting Works Xi. Doors And Windows Xii. Tile Works Spl-1 Other Worksiwater Proofing) Spl-2 Ppe’s Spl-3 Temporary Facilities Spl-4 Project Signage Construction Of Municipal Building-site Development At Barangay Buenavista, Irosin, Sorsogon I.embankment Ii. Sub-grade Preparation Iii. Aggregate Sub-base Course Iv. Portland Cement Concrete Pavement V. Grouted Rip-rap Vi. Line Canal W/ Box Culvert Vii. Solar Streetlights W/ Concrete Pedestal Spl-1 Ppe’s Spl-2 Temporary Facilities Spl-3 Project Signage 7.1 Not Applicable Since Sub-contracting Is Not Allowed. 10.3 The Other Contractor’s License Or Permit Required Is Bir Registration. 10.4 The Key Personnel Must Meet The Required Minimum Years Of Experience Set Below: Construction Of Municipal Building At Barangay Buenavista, Irosin, Sorsogon Key Personnel General Experience Relevant Experience 1.foreman 2. L.e. Operator 3. Skilled Worker 4. Laborer Construction Of Municipal Building-site Development At Barangay Buenavista, Irosin, Sorsogon 1.foreman 2. H.e & L.e. Operator 3. Skilled Worker 4. Laborer 10.5 Construction Of Municipal Building At Barangay Buenavista, Irosin, Sorsogon The Minimum Major Equipment Requirements Are The Following: Equipment Capacity Number Of Units 1.tampering Machine 2. Water Truck 3.concrete Mixer 4. Bar Cutter 5. Welding Machine 6. Handtools Construction Of Municipal Building-site Development At Barangay Buenavista, Irosin, Sorsogon The Minimum Major Equipment Requirements Are The Following: Equipment Capacity Number Of Units 1.road Grader 2.road Roller 3. Water Truck 4. Concrete Mixer 5. Concrete Cutter 6. Bar Cutter 7. Concrete Vibrator 8. Hand Tools 12 Value Engineering Clause Is Not Allowed. 15.1 The Bid Security Shall Be In The Form Of A Bid Securing Declaration Or Any Of The Following Forms And Amounts: A. [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. [five Percent (5%) Of Abc] If Bid Security Is In Surety Bond. 19.2 Partial Bids Are Not Allowed. 20 Licenses And Permits Relevant To The Project And The Corresponding Law Requiring It: Bir Registration 21 Additional Contract Documents Relevant To The Project That May Be Required By Existing Laws And/or The Procuring Entity, Such As Construction Schedule And S-curve, Manpower Schedule, Construction Methods, Equipment Utilization Schedule, Construction Safety And Health Program Approved By The Dole, And Other Acceptable Tools Of Project Scheduling. 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 Construction Of Municipal Building Construction Of Municipal Building-site Development Brgy. Buenavista, Irosin, Sorsogon Gcc Clause 2 Sectional Completion Is Not Applicable Since All Works Must Be Completed Within 540 Calendar Days. 4.1 The Schedule Of Delivery Of The Possession Of The Site To The Contractor, Whether Full Or In Part Is Seven(7) Calendar Days After The Issuance Of The Notice To Proceed(ntp). 6 The Site Investigation Reports Are: Construction Of New Building In New Acquired Land. 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. In Case Of Semi-permanent Structures, Such As Buildings Of Types 1, 2, And 3 As Classified Under The National Building Code Of The Philippines, Concrete/asphalt Roads, Concrete River Control, Drainage, Irrigation Lined Canals, River Landing, Deep Wells, Rock Causeway, Pedestrian Overpass, And Other Similar Semi-permanent Structures: Five (5) Years. In Case Of Other Structures, Such As Bailey And Wooden Bridges, Shallow Wells, Spring Developments, And Other Similar Structures: Two (2) Years. 10 A. Dayworks Are Applicable At The Rate Shown In The Contractor’s Original Bid. 11.1 The Contractor Shall Submit The Program Of Work To The Procuring Entity’s Representative Within Not Applicable Days Of Delivery Of The Notice Of Award. Not Applicable Since The End-user, Municipal Engineering Office, Was The One Who Made The Program Of Work(pow). 11.2 The Amount To Be Withheld For Late Submission Of An Updated Program Of Work Is Not Applicable. Reason Was Stated In 11.1. 13 The Amount Of The Advance Payment Shall Not Exceed 15% Of The Total Contract Price And Schedule Of Payment. 14 15.1 The Date By Which Operating And Maintenance Manuals Are Required Is 540 Calendar Days After The Commencement Of Works. The Date By Which “as Built” Drawings Are Required Is 540 Calendar Days After The Commencement Of Works. 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 Not Applicable. Section Vi. Specifications Specifications Is Provided In The Program Of Work(pow) And Detailed Estimates Section Vii. Drawings Please Seek The Drawings At The Office Of The Municipal Engineer Of Local Government Unit Of Irosin. Section Viii. Bill Of Quantities Construction Of Municipal Building Brgy. Buenavista, Irosin, Sorsogon Item No. Scope Of Work Quantity Unit 1.direct Cost(dc) I Earthworks Ii Formworks Iii Rebar Works Iv Concrete Works V Masonry Works Vi Interior Walls(dry Wall) Vii Ceiling Works Viii Plumbing Works Ix Electrical Works X Painting Works Xi Doors And Windows Xii Tile Works Spl-1 Other Works(water Proofing) Spl-2 Ppe’s Spl-3 Temporary Facilities Spl-4 Project Signage 2 Indirect Cost(ic), Contractor’s Mark-up 2.1 Contractor’s Profit(8% Of Direct Cost) 2.2 Ocm(10% Of Direct Cost) 2.3 Vat(5% Of Contractor’s Profit+dc+ocm) 2.4 Mobilization/demobilization Total Cost Of All Line Item Includes Cost Of Contractor’s Profit, Taxes And Ocm. Attached Detailed Cost Estimates Section Viii. Bill Of Quantities Construction Of Municipal Building-site Development Brgy. Buenavista, Irosin, Sorsogon Item No. Scope Of Work Quantity Unit 1.direct Cost(dc) I Embankment Ii Sub-grade Preparation Iii Aggregate Base Course Iv Portland Cement Concrete Pavement V Grouted Riprap Vi Line Canal W/ Box Culvert Vii Solar Streetlights W/ Concrete Pedestal Spl-1 Ppe’s Spl-2 Temporary Facilities Spl-3 Project Signage 2 Indirect Cost(ic), Contractor’s Mark-up 2.1 Contractor’s Profit(8% Of Direct Cost) 2.2 Ocm(12% Of Direct Cost) 2.3 Vat(5% Of Contractor’s Profit+dc+ocm) 2.4 Mobilization Total Cost Of All Line Item Includes Cost Of Contractor’s Profit, Taxes And Ocm. Attached Detailed Cost Estimates Section Ix. Bidding Forms Table Of Contents Bid Form Form Of Contract Agreement Omnibus Sworn Statement Affidavit Of Site Inspection Bid Securing Declaration Bid Form Date: Project Id No.: Infr-03-2023 To: [name And Address Of Procuring Entity] Having Examine The Philippine Bidding Documents(pbds) Including The Supplemental Or Bid Bulletin Numbers ______, The Receipt Of Which Is Hereby Duly Acknowledged, We, The Undersigned, Declare That: (a) We Have Reservation To The Pbds, Including The Supplemental Or Bid Bulletins, For The Procurement Projects, Construction Of Municipal Building And Construction Of Municipal Building-site Development, Irosin, Sorsogon; (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: Value Added Tax, Income Tax, Local Taxes And Other Fiscal Levies And Duties Which Are Itemized Herein And Reflected In The Detailed Estimates; (f) Our Bid Shall Be Valid Within 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 Allowable Forms Of The Performance Security, Subject To The Terms And Conditions Of Issued Gppb Guidelines 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 Evaluated 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 And Perform Any And All Acts Necessary To Participate, Submit The Bid, And To Sign And Execute The Ensuing Contract For The Construction Of Municipal Building And Construction Of Municipal Building-site Development, Irosin, Sorsogon. (l) We Acknowledge That Failure To Sign Each And Every Page Of This Bid Form, Including The Bill Of Quantities, Shall Be Ground For The Rejection Of Our Bid. Name: Legal Capacity: Signed: Duly Authorized To Sign The Bid For And On Behalf Of: Date: ___________ Contract Agreement For The Procurement Of Infrastructure Projects(revised) __________________________________________________________________________ This Agreement, Made This [insert Date] Day Of [insert Month], [insert Year] Between [name And Address Of Procuring Entity] (hereinafter Called The“entity”) And [name And Address Of Contractor] (hereinafter Called The “contractor”). Whereas, The Entity Is Desirous That The Contractor Execute [name And Identification Number Of Contract] (hereinafter Called “the Works”) And The Entity Has Accepted The Bid For [insert The Amount In Specified Currency In Numbers And Words] By The Contractor For The Execution And Completion Of Such Works And The Remedying Of Any Defects Therein. Now This Agreement Witnesseth As Follows: 1. In This Agreement, Words And Expressions Shall Have The Same Meanings As Are Respectively Assigned To Them In The Conditions Of Contract Hereinafter Referred To. 2. The Following Documents As Required By The 2016 Revised Implementing Rules And Regulations Of Republic Act No. 9184 Shall Be Deemed To Form And Be Read And Construed As Part Of This Agreement, Viz.: A. Philippine Bidding Documents(pbds) I.drawings/plans; Ii.specifications; Iii.bill Of Quantities Iv.general And Special Conditions Of Contract; V.supplemental Or Bid Bulletins B. Winning Bidder’s Bid, Including The Eligibility Requirements, Technical And Financial Proposals, And All Other Documents Or Statements Submitted; Bid Form, Including All The Documents/statements Contained In The Bidder’s Bidding Envelopes, As Annexes, And All Other Documents Submitted(e.g., Bidder’s Response To Request For Clarifications On The Bid), Including Corrections To The Bid, If Any, Resulting From The Procuring Entity’s Bid Evaluation; C. Performance Security D. Notice Of Award Of Contract And The Bidder’s Conforme Thereto; And E. Other Contract Documents That May Be Required By Existing Laws And/or The Procuring Entity Concerned In The Pbds. Winning Bidder Agrees That Additional Contract Documents Or Information Prescribed By The Gppb That Are Subsequently Required For Submission After The Contract Execution, Such As The Notice To Proceed, Variation Orders And Warranty Security, Shall Likewise Form Part Of The Contract. 3. In Consideration For The Sum Of [total Contract Price In Words And Figures) Or Such Other Sums As May Be Ascertained, [name Of Bidder] Agrees To Execute The Works For The [state The Object Of The Contract] In Accordance With His/her/its Bid. 4. The [name Of The Procuring Entity] To Pay The Above-mentioned Sum In Accordance With The Terms Of Bidding. In Witness, Whereof The Parties Thereto Have Caused This Agreement To Be Executed The Day And Year First Before Written. Binding Signature Of The Procuring Entity: Binding Signature Of Contractor: Insert Name And Signature] [insert Name And Signature] [insert Signatory’s Legal Capacity] [insert Signatory’s Legal Capacity] Signed In The Presence Of: ______________________ ________________ Municipal Engineer Liaison Officer For: For: [insert Procuring Entity] [insert Name Of Supplier] Acknowledgement Before Me, As The Notary Public For And In The City/municipality Of _____________, Personally Appeared _________________, Representing The ________________________ With _____________ Issued On __________ At __________________ And ___________________, _____________________ Representing ________________________ With ______________________ Issued On _________________ At __________________________, Known To Me The Same Persons Who Executed The Foregoing Contract Agreement And They Acknowledged To Me That The Same Are Their True Act And Deed For And In Behalf Of The Parties They Represent. This Instrument Consists Of ____ Pages Including This Page On Which The Acknowledgement Is Written Duly Signed By The Contracting Parties And Their Witnesses. In Witness Whereof, I Have Hereunto Affixed My Signature And Seal This _______ Day _____________, Philippines. Doc. No. ______________ Page No: ______________ Book No. ______________ Series Of 2024. Omnibus Sworn Statement(revised) 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] 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 And 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 Following Responsibilities As A Bidder: A) Carefully Examine 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 Of 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 Series Of 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 [insert Signatory’s Legal Capacity] Affiant Acknowledgement Before Me, As The Notary Public For And In The City/municipality Of _____________, Personally Appeared _________________, Representing The ________________________ With _____________ Issued On __________ At __________________ And ___________________, _____________________ Representing ________________________ With ______________________ Issued On _________________ At __________________________, Known To Me The Same Persons Who Executed The Foregoing Document And They Acknowledged To Me That The Same Are Their True Act And Deed For And In Behalf Of The Parties They Represent. In Witness Whereof, I Have Hereunto Affixed My Signature And Seal This _______ Day _____________, Philippines. Doc. No. ______________ Page No: ______________ Book No. ______________ Series Of 2024. Infr-01-2024 Construction Of Municipal Building And Construction Of Municipal Building-site Development Irosin, Sorsogon Standard Form Number: Sf-infr-51 Revised On: August 11, 2004 Affidavit Of Site Inspection I, ________________________, Of Legal Age, _____________, Filipino And Residing At __________________________, Under Oath, Hereby Depose And Say: 1. That I Am The _________________________ Of The ____________________________________________, With Office Address At ______________________________; 2. That I Have Inspected The Site For Construction Of Municipal Building And Construction Of Municipal Building-site Development At Barangay Buenavista, Irosin, Sorsoogn Located At Brgy. Buenavista, Irosin, Sorsogon; 3. That I Am Making This Statement As Part Of The Requirement For The Technical Proposal Of The _________________________ Of ___________________________. In Faith Whereof, I Hereby Affix My Signature This ______ Day Of ________, 2024 At _________________________, Philippines. ___________________ Affiant Subscribed And Sworn To Before Me This ____ Day Of _________ 2024, Affiant Exhibiting To Me His/her Community Tax Certificate No. _______________ Issued On ________________ At ______________________________, Philippines. _______________________ Notary Public Until ______________ Ptr No. ______________ Date ______________ Place ______________ Tin ______________ Doc No. __________ Page No. _________ Book No. _________ Series Of _________. Republic Of The Philipppines ) City Of Sorsogon ) S.s. X ---------------------------------------------------x Bid Securing Declaration Project Identification No. Infr-01-2024 To: [insert Name And Address Of 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 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(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 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 Declared As The Bidder With The Lowest Calculated And Responsive Bid And I/we Have Furnished The Performance Security And Signed The Contract. In Witness Whereof, I Have Hereunto Set My Hand This _____ Day Of ________, 2024 At __________________. _____________________________________ Bidder’s Representative/authorized Signatory [insert Signatory’s Legal Capacity] Affiant Acknowledgement Before Me, As The Notary Public For And In The City/municipality Of _____________, Personally Appeared _________________, Representing The ________________________ With _____________ Issued On __________ At __________________ And ___________________, _____________________ Representing ________________________ With ______________________ Issued On _________________ At __________________________, Known To Me The Same Persons Who Executed The Foregoing Document And They Acknowledged To Me That The Same Are Their True Act And Deed For And In Behalf Of The Parties They Represent. In Witness Whereof, I Have Hereunto Affixed My Signature And Seal This _______ Day _____________, Philippines. Doc. No. __________ Page No. __________ Book No. __________ Series Of 2024. Bids And Awards Committee Instruction To All Prospective Bidders May 1, 2024 The Following Are Required Attachments In The Submission Of Letter Of Intent(loi) For The Contract “construction Of Municipal Building” With Abc Php 100,000,000.00 And “construction Of Municipal Building-site Development” With Abc Php 18,000,000.00. 1.photocopy Of Business Permit(mayor’s Permit) 2.special Power Of Attorney(spa) Of Authorized Representative, If The Person Submitting The Loi Is Not The Proprietor, Or Not Authorized By The Board, If A Corporation. 3. Valid Government-issued Id Of Authorized Representative, With Photocopy And Specimen Signature 4. Certified True Copy Of Pcab License, With Category Of At Least Category B, Size Range Medium A Or Higher 5. Certified True Copy Of Documentary Evidence On Single Largest Project Completed, With Contract Amount Of Not Less Than Php 59,000,000.00 And Completed Within The Last Five(5) Years(i.e. Certificate Of Final Acceptance) The Bac Secretariat Will First Verify The Validity And Veracity Of Submitted Documents Before Receiving The Loi And Attachments, Including But Not Limited To: 1.loi And Spa Of Authorized Representative, Through Verification By Telephone Call And/or Email To The Contractor’s Contact Details In The Dpwh Website List Of Registered Contractors, Or Company Website And Social Media Page, And/or Business/company Letterhead 2. Pcab License, Through Online Verification As To Category And Validity At Pcabgovph.com/verify For Your Information And Guidance. Noel D. Mercado, Enp Bac Chairperson/mpdc

Details: Description I Earthworks 1a Demolition/clearing Lot 1 1b Excavation Lot 1 1c Temp. Facilities/ppe Lot 1 1d Board Up Design Framing (40m X 40m) 1/2" Thick Phenolic Board Pcs 120 0.5mm Thick 2" X 4" Metal Studs Pcs 360 3" Full Thread Bolt And Nuts With Washers Pcs 1800 Ii Retroffiting Works Supply Of Labor And Materials For The Retrofitting Of Batong Malake Public Market. Lot 1 Scope Of Works: - Mobilization/demobilization/temporary Facilities/barraks/warehouse - Chipping Works - Surface Preparation - Application Of Epoxy Injection/mortar - Application Of Carbon Fiber Sheet (600gsm) - Restoration Of Chb Affected Areas - Restoration Of Concrete Topping - Plastering Works Iii Stalls Set-up 3a 40 Stalls - Meat (area = 1.50m X 2.50m) 3a.1 Working Table W/ Stretchable Wall Mounted Faucet (concrete Base With Stainless Cladding) Cement Bags 88 Sand Cu.m. 7 Gravel Cu.m. 5 Chb 5" Pcs 957 Rebar 12mm Pcs 244 Stainless 2b Plain Sheet 304 (4' X 8' X 1.2mm) Pcs 28 Grease Trap Stainless 15gpm (l=18in ; W=14in; H=1in) Units 12 Stainless Goose Neck Faucet (stretchable) Wall Mounted Type Units 40 3a.2 Equipments & Accessories Display Chiller Showcase (fixed Glass Front, Opening Back Only) - L1500 X W1080 X H1190mm Pcs 40 Digital Electric Multi Function Weighing Scale 30kg Capacity Pcs 40 Acrylic Signage (60cm X 30cm) W/ Stainless Frame Pcs 40 3b 20 Stalls - Chicken (area = 1.50m X 2.50m) 3b.1 Working Table W/ Stretchable Wall Mounted Faucet (concrete Base With Stainless Cladding) Cement Bags 34 Sand Cu.m. 2 Gravel Cu.m. 2 Chb 5" Pcs 247 Rebar 12mm Pcs 100 Stainless 2b Plain Sheet 304 (4' X 8' X 1.2mm) Pcs 14 Grease Trap Stainless 15gpm (l=18in ; W=14in; H=1in) Pcs 6 Stainless Goose Neck Faucet (stretchable) Wall Mounted Type Pcs 20 3b.2 Equipments & Accessories Display Chiller Showcase (sliding Glass Front & Back) - L1500 X W1080 X H1190mm Units 20 Digital Electric Multi Function Weighing Scale 30kg Capacity Units 20 Acrylic Signage (60cm X 30cm) W/ Stainless Frame Pcs 20 3c 47 Stalls - Fish Area - (area = 1.50m X 2.50m) 3c.1 Plumbing Accessories Set-up Stainless Goose Neck Faucet (stretchable) Deck Mounting Type Pcs 47 Grease Trap Stainless 15gpm (l=18in ; W=14in; H=1in) Pcs 13 3c.2 Equipments & Accessories Display Chiller Showcase (open Type W/ Roll Up Cover) - L1500 X W1080 X H1190mm Units 47 Digital Electric Multi Function Weighing Scale 30kg Capacity Units 47 Tempered Glass Aquarium 16" X 24" X 24" Units 20 Stainless 2b Single Sink W/ Right Side Table & Bottom Shelf (dimension: L1500xw600xh800mm+120mmbs Using 0.8mm S/s Sheet With Bowl Size: L500xw450xd220mm) Pcs 47 Acrylic Signage (60cm X 30cm) W/ Stainless Frame Pcs 47 3d 89 Stalls - Vegetables - (area = 1.50m X 1.50m) 3d.1 Display Rack Fabrication Facricated Fruit Stall L=1.50m X W=1.00m X H=1.00m Pcs 89 3d.2 Equipments & Accessories Digital Electric Multi Function Weighing Scale 30kg Capacity Pcs 89 Acrylic Signage (60cm X 30cm) W/ Stainless Frame Pcs 89 3e 25 Stalls - Fruits - 1.50m X 1.50m) 3e.1 Display Rack Fabrication Facricated Fruit Stall L=1.50m X W=1.00m X H=1.00m Pcs 25 3e.2 Equipments & Accessories Digital Electric Multi Function Weighing Scale 30kg Capacity Pcs 25 Acrylic Signage (60cm X 30cm) W/ Stainless Frame Pcs 25 3f 24stalls - Grocery - (area = 2.20m X 2.00m) Chb 5" Pcs 5800 Cement Bags 283 Sand Cu.m. 30 Rebar 12mm Pcs 372 Roll Up Door (2.35 X2.40m) M² 136 Acrylic Signage (60cm X 30cm) W/ Stainless Frame Pcs 24 Shelves And Display Counter Unit 24 3g 11stalls - Rice - (2.50m X 3.50m) 3g.1 Stall Partition And Ceiling Chb 5" Pcs 4016 Cement Bags 196 Sand Cu.m. 21 Rebar 12mm Pcs 256 Roll Up Door (2.35 X2.40m) M² 62 Ceiling Works Unit 11 Shelves And Display Counter Unit 11 3g.2 Equipments & Accessories Rice Dispenser (5slot With Stands) 1.25mx51cmx63cm Unit 11 Digital Electric Multi Function Weighing Scale 30kg Capacity Pcs 11 Acrylic Signage (60cm X 30cm) W/ Stainless Frame Pcs 11 3h 7stalls - Delicacies - (1.50m X 1.70m) Acrylic Signage (60cm X 30cm) W/ Stainless Frame Pcs 7 Stainless 2b Working Table 2layer (dimension: L1500xw600xh800mm Using 0.8mm S/s Sheet Pcs 7 3i 8stalls - Eatery (repair Only 3.00 X 2.60m) Roll Up Door (2.85 X2.40m) M² 55 Acrylic Signage (60cm X 30cm) W/ Stainless Frame Pcs 8 Conc. Counter (8 Units) Unit 8 Granite Tiles Floor ,0.60m X 0.60m( Granite) Pcs 290 Tile Adhesive (25kgs/bag) Bags 21 Tile Grout (2kg Per Bag) Bags 15 Tile Cutter 4" (diamond) Pcs 5 Portland Cement Bags 48 Sand S-1 M³ 5 Kitchen Sink Complete Set Sets 8 Grease Trap Sets 8 Pp-r Pipe ½" Ø (4m} Pcs 11 Pp-r Tee ½" Ø, Equal Pcs 18 Pp-r Elbow ¾" Ø, Female Pcs 18 Pp-r Elbow ½" Ø, Male Pcs 18 Pp-r Coupling ½" Ø Pcs 18 Faucet Pcs 8 P-trap 2" Ø Pcs 8 Pvc Wye 2" Ø Pcs 18 Pvc Elbow 2"ø Pcs 18 Pvc Pipe 2'' Ø X 3m, Neltex Pcs 11 Pvc Solvent 400cc Can 5 3j 5 Stalls - Coconut Acrylic Signage (60cm X 30cm) W/ Stainless Frame Pcs 5 Stainless 2b Working Table 2layer (dimension: L1500xw600xh800mm Using 0.8mm S/s Sheet Pcs 5 3k 42 Stalls - Dry Goods Roll Up Door (1.85 X2.40m) M² 187 Acrylic Signage (60cm X 30cm) W/ Stainless Frame Pcs 42 Chb 5" Pcs 8295 Cement Bags 408 Sand Cu.m. 47 Rebar 12mm Pcs 530 Ficem Board 4.5mm Pcs 89 Double Furring 0.5mm X 5.0m Pcs 168 Carrying Channel Pcs 51 Wall Angle Pcs 132 Drill Bit 1/8 Metal Pcs 42 Blind Rivet 1/8x1/2 Box 5 3l 10 Stalls - Storage (3.00 X 2.00m) Roll Up Door (1.85 X2.40m) M² 45 Chb 5" Pcs 1975 Cement Bags 97 Sand S-1 Cu.m. 11 Rebar 12mm Pcs 126 Ficem Board 4.5mm Pcs 21 Double Furring 0.5mm X 5.0m Pcs 50 Carrying Channel Pcs 12 Wall Angle Pcs 35 Drill Bit 1/8 Metal Pcs 10 Blind Rivet 1/8x1/2 Box 2 Iv Plumbing Works 4a Drainage System 6" Pvc Pipe : 240.0 L.m. 8" Pvc Pipe : 96 L.m. Chb Canal W/ Steel Grating (130.0l.m.) Chb # 4" Pcs 1300 Portland Cement Bags 200 Sand S-1 M³ 11 Gravel 3/4" M³ 7 Rebar 10mmø Pcs 130 G.i. Tie Wire 30kg/roll Roll 1 1" X5mm Thk. Angle Bar Pcs 35 Flat Bar 1"x5mm Pcs 340 6" Pvc Pipe @ 3.0m, S-1000 Pcs 102 8" Pvc Pipe @ 3.0m, S-1000 Pcs 23 Pvc Wye 6" Pcs 70 Pvc Wye 8" Pcs 22 Pvc Cleanout 6" Pcs 40 Pvc Cleanout 8" Pcs 6 Conc. Blade Cutter # 400mm Pcs 8 Welding Rod 25kg/box Box 5 4b Sanitary And Waterline For Stalls Floor Drain 4"x4" Pcs 80 Pvc Coupling 2"ø Pcs 40 Cleanout 2" Ø Pcs 40 P-trap 2" Ø Pcs 80 Pvc Wye 2" Ø Pcs 40 Pvc Elbow 2"ø Pcs 80 Pvc Pipe 2'' Ø X 3m, Neltex Pcs 25 Pp-r Pipe ½" Ø (25) Pcs 45 Pp-r Tee ½" Ø, Equal Pcs 110 Pp-r Elbow Adapter 1/2 Male Pcs 110 Pp-r Elbow ½" Ø Pcs 110 Pp-r Coupling ½" Ø Pcs 45 4c Plumbing Works (comfort Room) Water Closet W/ Fittings, Dual Flush Sets 11 Lavatory W/ Fittings Sets 9 Stainless Goose Neck Faucet 1/2" Sets 9 Bidet Spray, 1.20m Copper-plate Hose Sets 11 Urinal 33cm X 29cm X 53cm W/ Fittings Sets 5 Shower Head Sets 10 Water Heater & Accessories Sets 10 Door Knob Tubular Lever-type (hafele) Sets 16 Door (panel) 0.80m X 2.10m, Tanguile(w/ Door Jamb) Sets 6 Urinal Partition Sets 4 Phenolic Door & Accessories @ Shower Room Sets 10 Toilet Cubicle(flrcc Phenolic Compact Board) Sets 11 Pwd(water Closet, Lavatory W/ Fittings, Bidet & Grab Bar Set) Set 1 Floor Drain 4"x4" (stainless) Sets 28 Exhaust Fan 14" Sets 6 Pp-r Pipe ½" Ø (25) Pcs 20 Pp-r Tee ½" Ø, Equal Pcs 26 Pp-r Elbow ¾" Ø, Female Pcs 40 Pp-r Elbow ½" Ø, Male Pcs 40 Pp-r Coupling ½" Ø Pcs 40 Pvc Pipe # 3" Ø Pcs 12 Pvc Pipe # 2" Ø Pcs 10 Pvc Ywe 2" X 3" Pcs 6 Pvc Elbow # 3" Ø Pcs 12 Solvent Cement Gal 1 Floor Tiles 30 X60 Pcs 650 Wall Tiles 30 X60 Pcs 1150 Tile Adhesive (25kgs/bag) Bags 225 Tile Grout (black) Bags 45 Tile Cutter 4" (diamond) Pcs 10 4d Septic Vault (2 Units ) Chb # 5 Pcs 800 Portland Cement Bags 80 Sand S-1 M³ 10 Gravel 3/4" M³ 4 Rebar 12mmø Pcs 80 Rebar 10mmø Pcs 16 G.i. Tie Wire # 16 Kg 4 Water Proofing Cement, Sahara Pack 40 Pvc Tee 3" Pcs 10 Pvc Pipe # 3" X 6.0m Pcs 4 Pvc Elbow 3" Pcs 12 Clean Out 3" Pcs 4 V Elevator Casement Ready Mix Concrete, 3/4 (3,500 Psi, 28 Days) M³ 20 Rebar 10mmø Pcs 38 Rebar 12mmø Pcs 244 Rebar 16mmø Pcs 47 G.i. Tie Wire 25kg/roll Roll 3 Vi Concrete Ramp Ready Mix Concrete, 3/4 (3,500 Psi, 28 Days) M³ 48 Rebar 10mmø Pcs 725 Rebar 12mmø Pcs 18 Rebar 16mmø Pcs 232 Rebar 20mmø Pcs 145 Chb 4" Pcs 930 Gravel 3/4 Cu.m. 8 Sand S-1 Cu.m. 6 Portland Cement Bags 60 Gi Pipe 50mm Dia. Sched. 40 (railings) Pcs 36 G.i. Tie Wire 25kg/roll Roll 6 Vii Painting Works Flat Latex B/s Tin 55 Gloss Latex B/s Tin 38 A/c Lamp Black L 35 Skim Coat 20kgs/bag Bags 120 Flat Wall Enamel B/s Tin 5 Qde Tumble Wood Tin 10 Qde Alum. Silver Gal 6 Rust Remover (turco) Gal 20 Red Oxide Metal Primer, B/s Gal 60 Lacquer Thinner, Other Brand Gal 11 Paint Thinner Gal 10 Rubberized Paint (156sq.m.) Gal 30 Rubberized Floor Coating Gal 15 Spatula Pcs 10 Sand Paper #100 Pcs 200 Sand Paper #120 Pcs 200 Paint Brush #3 Pcs 30 Baby Roller #4" Pcs 30 Roller # 7" W/ Tray Pcs 25 Viii Tile Works (ground Floor And @2nd Floor)-2760 M² Total Area - 6mm Adhesive Thickness Granite Tiles Floor ,0.60m X 0.60m Pcs 7700 Tile Adhesive (25kgs/bag) Bags 558 Tile Grout - (2kg/bag) Bags 276 Tile Cutter 4" (diamond) Pcs 15 Aluminum Stair Nosing 9ft Pcs 26 Portland Cement Bags 288 Sand S-1 M³ 27 Ix Carpentry Works (ceiling Design) Pvc Tubular Pipe 50mm X 50mm X 2.9m (wood Design) Pcs 540 Gypsum Board 4' X 8' X 12mm Pcs 215 Double Furring 0.5mm X 5.0m Pcs 716 Carrying Channel Pcs 165 Wall Angle 05mm X 3.0m Pcs 360 Full Threaded Rod 3/8 X 10ft Pcs 165 Drill Bit 3/8 Masonry Pcs 5 Drill Bit 1/8 Metal Pcs 50 Black Screw #1 Pointed Pcs 6000 Blind Rivet 1/8x1/2 Box 12 Nuts And Washer 3/8 Pcs 988 Grip Anchor 3/8 Pcs 544 J-clip For Hanger Rod Pcs 544 X Roofing Works ***long Span (rib-type) Pre-painted*** 76pcs X 18.0m, 0.50 X1.22m 1.m. 1368 26pcs X 12.0m,0.50 X 1.22m L.m. 312 Insulation Foam (double Siding), 10mm X 1.00m X 50m Roll 44 Tekscrew 2-1/2" Pcs 18105 Vulca Seal Gal 3 Xi Architectural Works 11a Aluminum Composite Panel (acp) "> Complete Ppe, Tools And Equipment > Safety & Technical Supervision, Overhead > Acp Panel 4mm 40 Panel (pvdf Coating) With Bagong Los Baños Logo > Tekscrew, Blackscrew, Packing Tape, Silicon, Backer Rod, Tubular 1"" X 1"" & 1-½"" X 1-½"", Aluminum Angle Bar 1"" X 1"" & 1-½"" X 1-½"" > Fabrication & Installation Of Scaffolding Rentals, Hauling, Clearing & Cleaning > Fabrication & Installation Of Sub-framing > Fabrication & Installation Of Acp 4mm Panel With Sealant > Mobilization / Demobilization" ㎡ 574 11b Perimeter Wall Design & Roll Up Doors Roll Up Door M² 105 Black Matting M² 201 Tubular (1.5mm) 6" X 2" X 6m Pcs 480 Angle Bar 2"x 2" X 6.0mm X 6m Pcs 80 Dyna Bolt Expansion Sleeve Anchor Concrete ¼" X2" Pcs 456 Welding Rod 25kg/box Box 2 Chb # 5" Pcs 900 Portland Cement Bags 220 Sand S-1 M³ 24 Gravel 3/4" M³ 22 Rebar 12mmø Pcs 185 Xii Electrical Works #4 Awg Thhn/thwn Wire, Black L.m. 130 #1/0 Awg Thhn/thwn Wire, Black L.m. 70 #12 Awg Thhn/thwn Wire, Black Box 14 20a Circuit Breaker W/ Housiung, 2p Pc 160 13w Led Bulb, 230v, Daylight Pc 99 13w Led Bulb, 230v, Warm White Pc 61 G.i. Pull Box, 30cm X 30cm X 10cm Pc 160 Electric Submeter, 230v, 30a Pc 160 Switch, Flush Type, 1-gang Pc 160 Outlet, Flush Type, 1-gang Pc 160 Pvc Elecrtical Pipe, 1/2"ø Pc 159 Pvc Elecrtical Pipe, 1-1/2"ø Pc 40 Flexible Hose, 50m/roll Rolls 6 Electrical Tape Pc 8 Bulb Receptacle, Plastic, White, E27, 4 1/4" Pc 160 T8 Led Tube Lamp, Daylight, 18w Pc 100 Pvc Adaptor, 1/2" Pc 300 Pvc Adaptor, 1-1/2" Pc 80 Pvc Junction Box W/ Cover, 4" X 4" Pc 260 Pvc Utility Box, 4" X 2" Pc 10 Nema-1 Panel Board W/ Circuit Breaker Set 1 10 Branches, 1-400a Main, 3p 6-100a, 2-15a, 2-20a, 2p Powder Coated, Flush Mounted, Ga#16 Thk. Nema-1 Panel Board W/ Circuit Breaker Set 1 16 Branches, 1-400a Main 16-40a, 3p Powder Coated, Flush Mounted, Ga#16 Thk. 60kva, 3p, Dry Type Transformer 400v/230v, 60hz Set 1 Pure Copper Winding, Nema-1 Enclosure Low-noise Operation, Circuit Breaker W/ Housing (koten),30amps Unit 323 G.i. Pull Box, 30cm X 30cm X 10cm Unit 323 Submeter, Safari",230v,cl-30,30a Unit 323 Xiii Stainless Signage "backlit Stainless Built-up Sign, 0.30m Height (batong Malake Public Market) Sign Face: Laser Cut 1mm Stainless 304 Sheet Mirror/hairline Finish - Build Up Siding: 1.5 Inch Build Up .07mm Stainless 304 Sheet In Mirror/hairline Finish" Lot 1 Xiv Waiting Area Chb # 4" Pcs 320 Portland Cement Bags 108 Sand S-1 M³ 9.5 Gravel 3/4" M³ 8 Rebar 10mmø Pcs 62 2″, Ss 304 Pipe Pcs 3 G.i. Tie Wire # 16 Kg 15 2"x 6" 10' Kds, S4s Treated Tanguili Varnished Pcs 48 2"x2"x10' Kds S4s Treated Tanguile Pcs 50 Ficemboard Pcs 4 2" G.i. Sched. 40 Pcs 10 Epoxy Resin Adhesive Gal 7 Xv Other Accessories 15a Accessories I Dishwasher Expandable Hose (25m) Set 8 Brass Body Water Submeter Pcs 107 Water Transfer Pump 3hp Unit 2 Hot Dipped Galvanized Kg 3650 15b Accessories Ii Idustrial Ceiling Fan 5ft Diameter Sets 10 1. Direct Cost Materials Labor (35% Of Materials) Plus Item I Plus Item Ii Plus Item 11a Equipment Cost Total Direct Cost 2. Indirect Cost (20% Of Total Direct Cost) Lot 1 Plus Item 3a.2 Plus Item 3b.2 Plus Item 3c.2 Plus Item 3d.2 Plus Item 3e.2 Plus Item 3g.2 Item Xiii Item Xiv.15a Item Xiv.15b Total Cost Of Project

Details: Acan Number: 1000253902 - Open To All Project Title: Independent Peer Review Services 1. Purpose Of An Advance Contract Award Notice (acan) An Acan Is A Public Notice Indicating To The Supplier Community That A Department Or Agency Intends To Award A Contract For Goods, Services Or Construction To A Pre-identified Supplier, Thereby Allowing Other Suppliers To Signal Their Interest In Bidding, By Submitting A Statement Of Capabilities. If No Supplier Submits A Statement Of Capabilities That Meets The Requirements Set Out In The Acan, On Or Before The Closing Date Stated In The Acan, The Contracting Officer May Then Proceed With The Award To The Pre-identified Supplier. 2. Definition Of Requirement The Department Of Crown-indigenous Relations And Northern Affairs (cirna) (known Also As Crown-indigenous Relations And Northern Affairs Canada (cirnac) Has A Requirement For Expert Independent Peer Review Services In Technical Subject Matter Areas Related To Mining, Mine Closure, And Human Health And The Environment Who Are Competent And Qualified To Provide Independent Technical Review And Advice To Enhance Project Proposals And Approaches To Support Northern Contaminated Sites Branch (ncsb) Project Planning, And Monitoring Of Project Execution. Cirnac Continues To Renew The Nation-to-nation, Inuit-crown, Government-to-government Relationship Between Canada And First Nations, Inuit And Métis; Modernize Government Of Canada Structures To Enable Indigenous Peoples To Build Capacity And Support Their Vision Of Self-determination And Lead The Government Of Canada's Work In The North. The Department’s Responsibility For Many Of The Government Of Canada's (gc) Roles In The North, As Mandated By The Cirna Act, Is Met Primarily Through The Programs And Services Of The Northern Affairs Organization (nao), Which Supports This Work. The Gc Is Responsible For The Management Of A Portfolio Of Contaminated Sites, Comprised Of Abandoned Mines, Other Former Industrial And Waste Sites Of Varying Complexity, Located In The Yukon And The Northwest Territories. A Contaminated Site Is Defined As: A Site At Which Substances Occur At Concentrations (1) Above Background Levels And Pose (or Are Likely To Pose) An Immediate Or Long-term Risk To Human Health Or The Environment, Or (2) Exceeding Levels Specified In Relevant Policies Or Regulations. The Northern Contaminated Sites Branch (ncsb) Within Cirnac’s Nao Is Responsible For A Portfolio Of Abandoned Mine Sites In The North, Which Require Assessment, Care And Maintenance, Remediation And Closure To Mitigate The Effects Of Contamination On Environmental And Human Health And Safety, As Well As Monitoring To Validate The Impacts Of These Activities On The Reduction Of Environmental And Human Health Risks. This Responsibility Extends To A Number Of Abandoned Sites Across The Northwest Territories, And The Yukon, Including A Variety Of Former Mining Operations. Many Of These Sites Are Remote, Located Proximate To Isolated Community Settlements, And Some Are Located Within The Traditional Territories Of Indigenous Peoples. The Eight (8) Largest Abandoned Mine Projects In The Yukon And The Northwest Territories Are Now Administered Through Ncsb’s Northern Abandoned Mine Reclamation Program, Announced In Budget 2019. The Remaining Sites In The North Continue To Be Managed Under Ncsb’s Northern Contaminated Sites Program And Are Funded Through Environment And Climate Change Canada's Federal Contaminated Sites Action Plan. Ncsb’s Objective Is To Manage Contaminated Sites In A Cost-effective And Consistent Manner. These Programs Aim To Reduce Or Eliminate, Where Possible, Risks To Human And Environmental Health, And To Decrease The Federal Environmental Liability Associated With Contaminated Sites In The North. Priority Is Given To Those Sites Posing The Highest Risks. Cirnac’s Performance Objectives For The Ncsb Include The Following: 1. To Meet Legal Obligations And Federal And Departmental Policy Requirements Regarding The Management Of Contaminated Sites; 2. To Require That, Where A Suspected Contaminated Site Has Been Identified, The Site Is Assessed In A Timely, Consistent And Cost-effective Manner; 3. To Remediate, In Line With Approved Resource Levels, All National Classification System (ncs) Class 1 Contaminated Sites In The North, On A Priority Basis, Unless It Can Be Demonstrated That For A Specific Site An Alternative Form Of Management Is Appropriate. 4. To Promote The Federal "polluter Pay" Principle. 5. To Promote The Social And Economic Benefits That May Accrue To Indigenous Peoples And Northerners When Carrying Out Activities. 6. To Provide A Scientifically Valid, Risk Management-based Framework For Setting Priorities, Planning, Implementing And Reporting On The Management Of Contaminated Sites. To Assist Ncsb In Meeting These Objectives, Cirnac Requires The Services Of Independent And Expert Resources In Technical Subject Matter Areas Related To Mining, Mine Closure, And Human Health And The Environment Who Are, Competent And Qualified To Provide Independent Technical Review And Advice To Enhance Project Proposals And Approaches To Support Ncsb Project Planning, And Monitoring Of Execution. Independent Peer Review Is A Neutral, Third Party Review, Assessment, Comment, And Advice On The Technical Merits Of A Project, Approach, Methods Or Plans, For The Purpose Of Assuring The Owner, Co-proponents, And/or Regulators And/or Stakeholders That The Project, Approach, Methods Or Plans Are Feasible, Appropriate, Sound, Safe, And Will Achieve The Project Objectives In A Compliant Manner. To Ensure The Design And Implementation Of Each Project Follows Industry Leading And Best Practices, Provides Good Value To The Crown And Is Technically Robust, Cirnac’s Ncsb Has Implemented A Formal Independent Peer Review Process [comprised Of A Panel Of One (1) Or More Independent Technical Subject Matter Experts – Collectively The Independent Peer Review Panel (iprp)] Whose Purpose Is To Examine The Technical Merits Of Project Design(s) And Project Delivery Methods Being Proposed And Implemented, Including, But Not Limited To, Approaches, Methods, Technologies, Plans, And Any Other Technical Detail Involved In The Design And Execution Of A Project. With Increasing Global Focus On Climate Change And The Environment, Due To The Extent And Nature Of Contaminated Site Liabilities And Their Potential Impact On Human Health And The Environment, The Level Of Public Scrutiny On Ensuring These Sites Are Appropriately Addressed Continues To Intensify. Consequently, The Application Of The Technical Subject Matter Expertise Of Internationally Recognized Experts To Provide Independent Review And Technical Assurance On The Direction Of The Program And Its Approaches To Abandoned Mine Projects Is Of Paramount Importance. Required Technical Subject Matter Areas Ncsb’s Abandoned Mine And Mine Closure Projects Vary Greatly In Size, Complexity, Site Location And Conditions, Nature And Extent Of Contamination, Project Stage And Approach; And Include A Variety Of Remediation And Reclamation Methods, Techniques And Technologies. In Order To Ensure The Appropriate Level Of Expertise Is Brought To Bear Through The Independent Peer Review Process, Cirnac Requires Technical Subject Matter Expert Resources Qualified And Capable Of Providing Services In Each Of The Following Technical Subject Matter Areas (1 Through 12): 1. Mine Waste Geochemistry: (e.g. Acid Rock Drainage, Pit Lake Geochemistry, Tailings And Waste Rock Geochemistry, Etc.); 2. Mine Waste Geotechnical Engineering: (e.g. Dam Design And Safety, Tailings Storage Facilities, Reservoirs And Seepage Management, Permafrost Engineering, Ground Freeze Engineering, Mine Waste Covers, Rock Mechanics, Etc.); 3. Mine Site Contaminant Hydrogeology: (e.g. Groundwater Contaminant Migration, Natural Attenuation Of Contaminants In Groundwater, In Situ Management And Treatment Technologies, Etc.); 4. Mine Site Water Treatment: (e.g. Water Treatment Technologies, Water Treatment Studies, Sludge Management, Water Treatment Management, Etc.); 5. Mine Reclamation Specialist: (e.g. Review And Evaluation Of Closure Plans, Risk Characterization Of Abandoned Mine Hazards, Failure Modes And Effects Analysis, Risk Management Solutions, Mine Waste Management Best Practices, Etc.); 6. Mine Site Covers Specialist: (e.g. Tailings Covers, Waste Rock Covers, Landform Design, Geomorphology, Etc.); 7. Ground Freezing And Permafrost Engineering (e.g. Artificial Ground Freezing, Geotechnical Engineering For Permafrost Conditions, Climate Change Considerations, Technical Expertise On Engineering In Cold Regions, Etc.); 8. Hydrology And Hydraulics: (e.g. Northern Hydrology, Stream Flow Forecasting, River Engineering, Mine Site Water Management, Climate Change Considerations, Etc.); 9. Human Health And Ecological Risk Assessment (e.g. Risk Due To Contaminant Exposures, Traditional Indigenous Diets And Harvesting, Northern Ecosystems, Etc.); 10. Terrestrial And Aquatic Ecologist (e.g., Surface Flora And Fauna, Aquatic Environments And Biota, Ecological Processes, Etc.); 11. Construction And Project Management (e.g., Complex Northern And Remote Construction And Remediation Projects Including Scheduling And Risk Management, Permafrost Construction, Cold Regions Operations Including Limited And Challenging Site Access And Logistics, Northern Regulatory And Permitting Environments, Etc.); 12. Cost Estimation (eg. Heavy Civil Construction & Mining, Site Development, Infrastructure, Earthworks, Capital Improvements & Operations, Feasibility, Constructability, Value Engineering, Risk Pricing, Contingency, Cost Estimate Classification Systems, Conceptual/parametric Cost Estimation, Detailed/quantity Take-off Cost Estimation, Life Of Asset, Etc.). Scope Of Independent Peer Review Services Services Will Be Required On An As-and-when-requested Basis, As Further Defined In Any Call-up Issued By Cirnac. Services May Include Any Combination Of The Following Independent Peer Review Services (without Limitation): 1. Expert Technical Evaluation, Support, Training, Mentoring, Coaching, And Advice On Studies, Plans, Guidelines And Codes Of Practice, Submissions, And Engineered/structural Works Associated With Projects; 2. Review, Assessment And Comment On Project Proposals, Remediation Plans, Ncsb Methods And Approaches, And Detailed Work Plans; Including But Not Limited To: Their Engineering, Feasibility, Regulatory Compliance, Cost/value, Quality, Safety, Environmental Impact, Socio-economic Impact, And Risk, Among Other Factors; 3. Review, Assessment And Comment On Detailed Work Plans, Schedules, Quarterly Reports, Health And Safety Plans, Emergency Response Plans/measures, Execution Plans Including Mobilization And Logistics, And Risk Mitigation Plans; 4. Expert Advice To Project Managers And Other Program Personnel On The Preparation Of Detailed Work Plans (in Whole Or In Part); 5. Identification, Prioritization And Expert Advice On Strategic, Technical Or Operational Risks (including Cost Escalation) To The Program And Projects; 6. Expert Advice And/or Participation As A Subject Matter Expert In Project Review Teams And Quality Assurance Teams; 7. Analysis Of Assigned Topics Within The Required Technical Subject Matter Area(s) And Preparation Of Discussion Papers Which May Include: Options, Implications, Risk Identification And Analysis, Mitigation Measures And Recommendations; 8. Facilitation Or Attendance And Participation At Technical Meetings, Project Meetings, Regulatory Meetings, Public Meetings Or Other Related Forums On Behalf Of The Ncsb Or As An Independent Third Party, And Production Of Related Reports In Preparation For Or Stemming From These Meeting Outcomes; 9. Expert Advice On Organization Design And/or Project Design And Delivery To Achieve Effective And Efficient Operation; 10. Development Of Guideline Documents, Codes Of Practice, Or Protocols For Review Panels And Related Activities; 11. Development And/or Delivery Of Training/coaching/mentoring Packages On Guidelines, Codes Of Practice And Protocols Suitable For Adult Audiences; 12. Expert Evaluation And Review Of Abandoned Mine Closure Cost Estimates; 13. Expert Advice On Ways To Continually Improve Current Program And Project Planning And Control Systems; 14. Development Of Program Management And/or Project Management Guideline Documents, Codes Of Practice, Protocols, Planning And/or Conduct Of Research And/or Field Studies In Any Area Of Northern Or Cold Regions Operations; And 15. Other Related Independent Peer Review Services As Requested By The Departmental Representative And As Specified In The Call-up. Services May Be Called Upon In Support Of One (1) Or More Of The Required Technical Subject Matter Areas In Relation To One (1) Or More Aspects Of Any One (1) Or More Ncsb Projects. The Technical Subject Matter Experts (collectively, The Independent Peer Review Panel) May Be Called Upon To Provide Independent Peer Review Services In Support Of Any Or All Of The Abandoned Mine Sites Under Ncsb’s Care. Additional Information On Ncsb And Its Current Portfolio Of Abandoned Mine Projects Can Be Found Online At: Https://www.rcaanc-cirnac.gc.ca/eng/1100100026218/1617999632414; Https://www.rcaanc-cirnac.gc.ca/eng/1100100028179/1613953211424; And Https://www.rcaanc-cirnac.gc.ca/eng/1565968579558/1565968604553. Additional Information On Sites Within The Yukon Territory Can Be Found Within Appendix H Of The Yukon Northern Affairs Program Devolution Transfer Agreement, Available Online At: Https://www.rcaanc-cirnac.gc.ca/dam/dam-cirnac-rcaanc/dam-nthaff/staging/texte-text/nth_pubs_yna_yna_1316538556192_eng.pdf. This List Of Sites Is Not Exhaustive And May Be Updated From Time To Time To Remove Or Add Ncsb Projects. 3. Criteria For Assessment Of The Statement Of Capabilities Any Interested Supplier Must Demonstrate By Way Of A Statement Of Capabilities That It Meets All Of Cirnac’s Requirements. Therefore, A Respondent Must Provide Evidence That It Meets The Following Requirements: 1. The Supplier Must Be An Established Professional Firm Experienced In Providing A Breadth Of Expert Advisory Services, With Access To A Team Of Qualified Resources Across All 12 Required Technical Subject Matter Areas. 2. The Supplier Must Demonstrate Organizational Experience In Providing Independent Review And Technical Advisory Services In Support Of Complex, Large Scale Mining Construction Projects Or Mine Closure Construction Project. 3. The Supplier Must Demonstrate Experience In Providing Expert Review, Advisory And Project Management Services For A Diversity Of Mine Site Projects Completed For A Variety Of Clients And In A Variety Of Conditions And Geographic Areas; Including Northern And Remote Mine Sites. This Experience Must Span The Project Lifecycle From Planning Through Construction/remediation And Hand-over/close-out. Northern In This Context Is Defined As A Physical Location North Of 60° Latitude, In An Area Of Continuous Or Discontinuous Permafrost. Remote In This Context Is Defined As A Location With Only Seasonal Or Intermittent Road Access, Or Is Only Accessible By Air And/or Boat, Or Any Other Type Of Location That Poses Additional Logistical Challenges To Accessing The Site. 4. The Supplier Must Demonstrate It Is Able To Provide Reliable Service From A Dedicated Team Of At Least 10 Qualified Technical Subject Matter Expert Resources [minimum Of One (1) Qualified Technical Subject Matter Expert Resource In Each Of The 12 Required Technical Subject Matter Areas] To Provide Consistent Independent Peer Review Services To Cirnac On An As-and-when Required Basis. O A Qualified Technical Subject Matter Expert Is Defined As An Individual Meeting All Of The Following Qualifications, Within A Single Technical Subject Matter Area [one (1) Of A1 Through 12), As Identified Above)]: 1. Demonstrates A Minimum Of Twenty (20) Years Of Work Experience Specifically In Their Technical Subject Matter Area [one (1) Of 1) Through 12), As Identified Above)]; And 2. Demonstrates A Minimum Of Five (5) Professional Independent Peer Review Engagements Within Their Technical Subject Matter Area (including: Technical Review Boards, Expert Witness Testimony, Expert Review, Etc. But Excluding Peer Review Of Journal Publications, Conference Papers, Etc.) Of Work Done By Other Firms, Successfully Completed For Clients External To The Supplier’s Organization; And Demonstrating The Delivery Of These Services For At Least Two (2) Distinct Abandoned Mine Projects. Engagement In This Context Means The Contractual Authorization By A Client And Completion By The Necessary Technical Subject Matter Expert(s) Of A Neutral, Third Party Review, Assessment, Comment And Advice On The Technical Merits Of A Defined Aspect Of A Mine Closure Project. For Clarity, An Engagement Consists Of All Review Services Related To The Same Defined Aspect Of The Mine Closure Project Under The Same Contractual Arrangement; And 3. Demonstrates Experience Working On Multi-year Mine Closure Projects In Northern Or Remote Environments, At Least One (1) Of Which Is A Complex Large Project Valued At $100,000,000.00 Or More To The Owner. The Resource Need Not Have Worked On The Project(s) For Multiple Years But The Project(s) Must Have A Duration For The Owner Of More Than 24 Consecutive Months. Northern In This Context Is Defined As A Physical Location North Of 60° Latitude In An Area Of Continuous Or Discontinuous Permafrost. Remote In This Context Is Defined As A Location With Only Seasonal Or Intermittent Road Access, Or Is Only Accessible By Air And/or Boat, Or Any Other Type Of Location That Poses Additional Logistical Challenges To Accessing The Site; And 4. Demonstrates Successful Completion Of A University Degree Or Advanced Degree In A Field Relevant To Their Technical Subject Matter Area; And 5. Valid Professional Designation (e.g. P.eng, P.geo, R.p. Biol, Etc.) In A Field Relevant To Their Technical Subject Matter Area And A Member In Good Standing Licensed With The Associated Professional Association In The Jurisdiction Of Practice For The Project, Where Required; And 6. Demonstrates That They Are A National Or International Leader In The Professional Field Of Their Technical Subject Matter Area, Through Delivery Of Training/formal Education On Behalf Of Accredited Organizations, Development And Publication Of Industry Recognized Standards/guidelines And Related Professional Publications (e.g. Book Chapters, Etc.), Presentations And Conference Proceedings At Industry Recognized Forums, Or Publication Of Peer Reviewed Works; Relevant To Their Technical Subject Matter Area. 5. To Provide A Quality Yet Cost Effective Independent Peer Review Service, The Supplier Must Have The Ability To Supplement The Resource Capacity Of Its Team Of Technical Subject Matter Expert Resources With The Services Of: Additional Technical Subject Matter Experts With Experience In Their Respective Technical Subject Matter Area That Significantly Exceeds The Qualifications Set Out In 4. Above; Senior Technical Support Staff Members For Assistance With Data, Field Visits, Writing Reports, Meeting Attendance, Background Research And Related Tasks, And Junior Level Administrative Support Staff Members To Assist With Note Taking, Report Preparation, Or Any Other Administrative Assistance Required To Support The Completion Of The Technical Subject Matter Expert(s)’ Assigned Duties As An Independent Peer Review Technical Subject Matter Expert Resource. The Supplier Must Demonstrate A Depth And Breadth Of Resource Capacity In The Fields Of Engineering, Infrastructure And Environmental Construction Project Management, And Related Real Property Advisory Services. The Supplier Must Agree To And Comply With The Requirement Of Providing Any Additional Technical Subject Matter Experts And Supporting Senior Technical Staff And Junior Administrative Staff. To Ensure Quality Service To Ncsb, The Work Of Any Supporting Staff Must Be Overseen By A Qualified Technical Subject Matter Expert Resource (as Defined Above) Competent In The Subject Matter Of The Work. 6. To Support The Attainment Of A Comprehensive Understanding Of The Issues Associated With Established Ncsb Projects, Approaches, Methods And Plans, The Work To Be Undertaken Requires The Conduct Of Neutral And Objective Reviews And Provision Of Independent Advice. The Supplier Must Therefore Agree To And Comply With The Requirement To Remain Independent And Free Of Conflict Of Interest (real Or Perceived) From Any Association With Consultants Or Contractors Involved In Related Aspects Of Work For The Ncsb Projects For Which The Supplier’s Resources Are Providing Independent Peer Review Services. 7. To Mitigate The Risk For A Potential Conflict Of Interest (real Or Perceived) To Arise In The Delivery Of Independent Peer Review Services Vis-à-vis The Ncsb Projects Which Are The Subject Of The Independent Peer Review, The Supplier And Each Of Its Qualified Technical Subject Matter Expert Resources Must Agree To And Comply With The Following Limitations: O A Conflict Of Interest, Or The Appearance Of A Conflict Of Interest, Includes Any Situation Or Circumstances Where, In Relation To A Third Party Engaged By Canada Or Any Of Its Co-proponents In Support Of The Project [or Any Representative Or Member Of A Third Party Or Any Known Firm Or Company Having An Ownership Interest In Any Of The Third Parties Engaged In Support Of The Above Referenced Project (collectively “members Of A Private Enterprise”)], The Supplier/resource Is Engaged To Provide Independent Peer Review Services Of Said Third Party’s Work, There Is A Business Relationship, Commitment, Financial Interest (direct Or Indirect, Including But Not Limited To: Employment, Stock Ownership, A Creditor Or Debtor Relationship Or A Prospective Employee / Employer Or Contract Relationship) Or Any Other Interest That Cannot Be Mitigated To Canada’s Satisfaction And Could (or Could Be Seen By Others To), Be Directly Or Indirectly Compromising Or Influencing Its Ability To Carry Out Its Responsibilities And Obligations As A Member Of The Independent Peer Review Panel (iprp) In An Objective, Unbiased And Impartial Manner. 1. I, _________, Hereby Certify That I Have No Pecuniary Interest In The Business Of Any Third Party That Would Cause A Conflict Of Interest Or Seem To Cause A Conflict Of Interest In Carrying Out The Work In Relation To Any Project To Which Independent Peer Review Services Are Provided; And O Since The Work To Be Conducted Under This Agreement May Have An Impact On Statements Of Work/requirement, Requests For Proposals Or Related Solicitation Documentation In Future Procurement Processes By Canada Or A Territorial Government To Assess, Remediate Or Monitor An Abandoned Mine Site Project, In Order To Avoid Any Conflict Of Interest Or Appearance Of Conflict Of Interest, It Is Understood And Agreed That: A) I, __________, My Bodies Corporate, __________, Any Of Its Bodies Corporate, And Its Directors, Management And Consultants Are Not Eligible To Bid, Either As A Prime Contractor, Subcontractor Or Named Resource On Any Solicitation To Assess, Remediate Or Monitor Any Project To Which The Supplier Provides Independent Peer Review Services, And Shall, If So Doing, Render The Bid Non-compliant. B) I, __________, My Bodies Corporate, __________, Any Of Its Bodies Corporate, And Its Directors, Management And Consultants Are Not Eligible To Assist In The Preparation Of A Bid To Assess, Remediate Or Monitor Any Project To Which The Supplier Provides Independent Peer Review Services, Either Directly Or Indirectly, And Shall, If So Doing Render The Bid Non-compliant. 4. Applicability Of The Trade Agreement(s) To The Procurement This Procurement Is Subject To The Following Trade Agreements: • The Canada Free Trade Agreement (cfta); • The Canada-chile Free Trade Agreement (ccfta); • The Canada-colombia Free Trade Agreement (ccofta) • The Canada-european Union - Comprehensive Economic Trade Agreement (ceta); • The Canada-honduras Free Trade Agreement (chfta); • The Canada-korea Free Trade Agreement (ckfta); • The Canada-panama Free Trade Agreement (cpanfta); • The Canada-peru Free Trade Agreement (cpfta); • The Canada-ukraine Free Trade Agreement (cufta); • The Canada-united Kingdom Trade Continuity Agreement (canada-uktca); • The Comprehensive And Progressive Agreement For Trans-pacific Partnership (cptpp); And • The World Trade Organization – Agreement On Government Procurement (wto-agp). This Requirement Is Primarily Identified As: Environmental Services 5. Set-aside Under The Procurement Strategy For Aboriginal Business Not Applicable 6. Comprehensive Land Claims Agreement(s) This Procurement Is Subject To The Following Agreements: Nwt: • Gwich’in Final Agreement • Inuvialuit Final Agreement • Sahtu Dene And Métis Comprehensive Land Claims Agreement • T’licho Land Claims And Self-government Agreement Yukon: • Carcross/tagish First Nation Final Agreement • Champagne And Aishihik First Nation Final Agreement • Kluane First Nation Final Agreement • Kwanlin Dun First Nation Final Agreement • Little Salmon / Carmacks First Nation Final Agreement • First Nation Of Nacho Nyak Dun Final Agreement • Selkirk First Nation Final Agreement • Ta’an Kwach’an Council Final Agreement • Teslin Tlingit Council Final Agreement • Tr’ondëk Hwëch’in Final Agreement • Vuntut Gwitchin First Nation Final Agreement 7. Justification For The Pre-identified Supplier M.a. O’kane Consultants Inc. Is An Established Consulting Firm, Specializing In Providing Its Professional Advisory Services And Expertise To Projects In The Mining Industry And For Contaminated Mine Sites. The Firm Possesses Over 25 Years Of Experience In Mine Closure And Waste Management, Providing Expert Advisory Services Across The Technical Subject Matter Areas Required By Cirnac, Including Detailed Closure Design And Execution, Integrated Life Of Mine Planning, Tailings, Waste Rock And Water Management, Environmental Geochemistry, Strategic Risk And Alternatives Assessment, Environmental Monitoring And Advanced Data Management. This Experience Includes Expert Review And Advisory Services To Over 30 Closure-related Projects In Over 10 Countries, With Services Spanning The Project Lifecycle; Including Projects In The Northwest Territories, Yukon Territory And Finland, In Addition To Remote Sites In South America, Africa And Indonesia. M.a. O’kane Consultants Inc. Provides Access To A Dedicated And Qualified Team Of Experienced Technical Subject Matter Experts, Each Specializing In The Delivery Of A Unique Subject Matter Expertise To The Application Of Mining Projects And Contaminated Mine Remediation And Reclamation; Supplemented By Experienced Support Staff. The M.a. O’kane Consultants Inc. Team Demonstrates A Track Record Of Innovation In The Industry And Contribution To The Professional Community In The Required Technical Subject Matter Areas, Having Led The Development Of Over 10 Internationally Recognized Guidance Documents For The Mining Industry On Behalf Of The International Network For Acid Prevention (inap) And The Mine Environment Neutral Drainage (mend) Program, Such As Cold Regions Cover System Design Technical Guidance; In Addition To Annual Contribution Of The Company’s Technical Staff To Research And Development Projects In The Area Of Mine Closure And Reclamation. Projects Include Subject Areas Such As Mine Rock And Tailings, Hydrologic Model Validation, Mine Closure Land Use Strategy, And Water Quality. The Firm Is Also An Active Participant In Several International Industry Associations, Including The Cooperative Research Centre For Transformations In Mining Economies, The Inap, Closure Planning Practitioners Association, The Association Of Mining And Exploration Companies, And The Mend Program. Based On The Above Combination Of Capacity And Experience, The Proposed Supplier Is Considered Uniquely Qualified To Perform The Work. 8. Government Contracts Regulations Exception(s) The Following Exception To The Government Contracts Regulations Is Invoked For This Procurement: Subsection 6(d) - "only One Person Is Capable Of Performing The Work". 9. Exclusions And/or Limited Tendering Reasons The Following Exclusion(s) And/or Limited Tendering Reasons Are Invoked: The Following Exclusion(s) And/or Limited Tendering Reasons Are Invoked: • Canadian Free Trade Agreement (cfta) – Article 513 B.3; • Revised World Trade Organization - Agreement On Government Procurement (wto-agp) – Article 1.b.3; • Comprehensive And Progressive Agreement For Trans-pacific Partnership (cptpp) – Article(s) 19.12.1.b.3; • Canada-chile Free Trade Agreement (ccfta) – Article Kbis-09.1.1.b; • Canada-columbia Free Trade Agreement (ccolfta) – Article 1409.1.b; • Canada-honduras Free Trade Agreement (chfta) – Article 17.11.2.b.3; • Canada-korea Free Trade Agreement (ckfta) – Article 22; • Canada-panama Free Trade Agreement (cpanfta) – Article 16.10.1.b.3; • Canada-peru Free Trade Agreement (cpfta) – Article 1409.1.b.3; • Canada-united Kingdom Trade Continuity Agreement (c-uktca) – Ceta Article 19.12.b.3; • Canada-ukraine Free Trade Agreement (cufta) – Article 10.13.1.b.3; And • Canada-european Union - Comprehensive Economic Trade Agreement (ceta) – Article 19.12, B.3. 10. Ownership Of Intellectual Property. Canada Intends To Retain Ownership (where It Applies) Of Any Foreground Intellectual Property Arising Out Of The Proposed Contract Related To The Development Of Public Information, Based On The Following Exemptions Contained Within Section 6 Of The Policy On Title To Intellectual Property Arising Under Crown Procurement Contracts, Where The Main Purpose Of The Contract, Or Of The Deliverables Contracted For, Is (6.4.1) To Generate Knowledge And Information For Public Dissemination. 11. The Period Of The Proposed Contract Or The Delivery Date(s) The Proposed Agreement Is For A Period Of Four (4) Years, From Date Of Award. Cirnac Reserves The Right To Extend The Term Of The Agreement By Up To One (1) Additional One (1) Year Period. 12. A Cost Estimate Of The Proposed Contract The Estimated Value Of The Soa, Including Option(s), Is $3,750,000.00 (applicable Taxes Included). 13. Name And Address Of The Pre-identified Supplier: M.a. O’kane Consultants Inc. Suite 1900, 736 6th Avenue Sw Calgary, Ab T2p 3t7 Canada 14. Suppliers' Right To Submit A Statement Of Capabilities Suppliers Who Consider Themselves Fully Qualified And Available To Provide The Goods, Services Or Construction Services Described In The Acan, May Submit A Statement Of Capabilities In Writing To The Contact Person Identified In This Notice On Or Before The Closing Date Of This Notice. The Statement Of Capabilities Must Clearly Demonstrate How The Supplier Meets The Minimum Essential Requirements Described Herein. 15. The Closing Date For A Submission Of A Statement Of Capabilities. The Closing Date And Time For Accepting Statements Of Capabilities Is February 15, 2024 At 2:00 P.m. Est. 16. Inquiries And Submission Of Statements Of Capabilities Inquiries And Statements Of Capabilities Are To Be Directed To: Elly Ha Procurement Officer 10 Wellington, Gatineau, Qc, K1a 0h1 E-mail: Ellyhyeonkyeong.ha@sac-isc.gc.ca

Details: Description Invitation To Bid No. 011-04-2024 Invitation To Bid For Procurement Of Major Repair And Rehabilitation Of Emerald Hall And Dormitories At Rneap 1. The Department Of Education, Regional Office Xi, Through The National Educators Academy Of The Philippines R Xi (neap R Xi) Funds Intends To Apply The Sum Of Four Million Five Hundred Thirty-three Thousand Eight Hundred Eighty-nine Pesos And 68/100 (₱4,533,889.68) Being The Approved Budget Of The Contract (abc) To Payments Under The Contract For Itb 011-04-2024. Bids Received In Excess Of The Abc Shall Be Automatically Rejected At Bid Opening. 2. The Department Of Education, Regional Office Xi, Now Invites Bids For The Above Procurement Project With Details Below. Completion Of The Works Is Required In 90 Days. Bidders Should Have Completed, Within 2 Years From The Date Of Submission And Receipt Of Bids, A Contract Similar To The Project. The Description Of An Eligible Bidder Is Contained In The Bidding Documents, Particularly, In Section Ii (instructions To Bidders). Unit Item Description Qty Unit Cost Total Cost A. Repair And Rehabilitation Of Emerald Hall At Rneap Lot Mobilization/temporary Structures, Utilities And Services/demobilization 1 ₱14,175.00 ₱14,175.00 Lot Project Billboard 1 ₱5,145.53 ₱5,145.53 Lot Safety And Health (refers To Personal Protective Equipment - Ppe) 1 ₱10,500.00 ₱10,500.00 Sub – Total ₱29,820.53 Emerald Hall Conference Hall (exit Stairs Outside) Concreting Works Cu.m Demolition Of Reinforced Concrete 6 ₱76.86 ₱461.16 Bag Portland Cement 3 ₱475.25 ₱1,425.75 Cu.m Crushed Gravel 3/4" 0.20 ₱2,241.75 ₱448.35 Cu.m Washed Sand 0.10 ₱2,241.75 ₱224.18 Sub – Total ₱2,559.44 Masonry Works Pc Chb (concrete Hollow Blocks) 4" Thk 10 ₱26.90 ₱269.01 Kg 10mm X 6m Rsb (round Steel Bar) 8 ₱257.05 ₱2,056.43 Cu.m Crushed Gravel 3/4" 3 ₱2,241.75 ₱6,725.25 Cu.m Washed Sand 10 ₱2,241.75 ₱22,417.50 Lm Plaster Moulding 4 ₱584.14 ₱2,336.54 Sub – Total ₱ 33,804.73 Conference Hall (flooring) Tile Works Sq.m. Removal Of Tiles/concrete Chipping Of Previous Tiles Setting/hauling Of Waste (existing Level Of Tiles Shall Be Followed) 324 ₱192.15 ₱62,256.60 Pc Synthetic Granite Tiles 60cm X 60cm 910 ₱449.63 ₱409,164.21 Unit Item Description Qty Unit Cost Total Cost Bag Tile Grout 5kg/bag 10 ₱238.69 ₱2,386.93 Bag Tile Adhesive 25 Kg/bag 30 ₱572.18 ₱17,165.40 Bag Portland Cement 150 ₱475.25 ₱71,287.65 Cu.m Washed Sand 15 ₱2,241.75 ₱33,626.25 Sub-total ₱595,887.04 Painting Works Gal Solvent Based Printer 23 ₱1,671.71 ₱38,449.22 Gal Solvent Based Cast 10 ₱1,069.89 ₱10,698.91 Gal Solvent Based Reducer 10 ₱1,225.92 ₱12,259.17 Gal Latex, Semi-gloss 50 ₱1,798.95 ₱89,947.55 Qrt Acri Color 5 ₱359.53 ₱1,797.67 Gal Latex, Flat 50 ₱1,063.23 ₱53,161.50 Set Roller Brush W/ Tray 5 ₱157.88 ₱789.42 Pcs Paint Brush 5 ₱83.59 ₱417.93 Pcs Sand Paper Assorted 50 ₱37.15 ₱1,857.45 Gal Paint Thinner 5 ₱767.75 ₱3,838.73 Sub-total ₱213,217.55 Male Cr Ceiling And Carpentry Works Sq.m. Phenolic Board Cabinet 3/4" Thk. Brown Teak, Complete With Jamb And Accessories With Top Granite Tiles (1.2m X 0.6 X 0.85m) 2.50 ₱4,643.63 ₱11,609.06 Sq.m. Phenolic Board Partition And Doors 3/4" Thk. Brown Teak, Complete With Aluminum Pole And Accessories (1.33m X 1.275 X 2.0m) 10.55 ₱4,643.63 ₱48,990.24 Sub-total ₱60,599.30 Plumbing Works Lot Removal Of Water Closet, Lavatory, Partitions, Cabinet, And Pipes 1 ₱7,686.00 ₱7,686.00 Set Water Closet Flange 2 ₱493.19 ₱986.37 Set Water Closet 1.6gpf With Accessories 2 ₱11,828.75 ₱23,657.51 Set Bidet Spray, Including Fittings And Accessories 2 ₱1,383.48 ₱2,766.96 Set Lavatory, Including Fittings And Accessories 1 ₱5,556.98 ₱5,556.98 Pc Pr-r Pipe 1"ø X 4.0m 4 ₱1,313.03 ₱5,252.10 Pc Pr-r Coupling Reducer, 1" X 3/4ø 2 ₱85.83 ₱171.65 Pc Pr-r Elbow 90˚ X 1"ø 4 ₱70.88 ₱283.53 Pc Pr-r Elbow Reducer, 1" X 3/4ø 4 ₱121.27 ₱485.07 Pc Pr-r Tee, 1"ø 2 ₱166.53 ₱333.06 Pc Pr-r Tee Reducer, 1" X 3/4ø 2 ₱239.12 ₱478.24 Pc Gate Valve, 1"ø 1 ₱1,364.27 ₱1,364.27 Roll Teflon Tape 2 ₱50.39 ₱100.77 Pc Tissue Holder 2 ₱733.16 ₱1,466.32 Set S.s Floor Drain 4" X 4" 1 ₱442.37 ₱442.37 Unit Item Description Qty Unit Cost Total Cost Sq.ft Mirror 6.70 ₱1,124.72 ₱7,535.61 Pc Ceiling Mounted Exhaust Fan 12" 1 ₱3,714.90 ₱3,714.90 Sub-total ₱62,281.71 Sanitary Works Pc Pvc Sanitary Pipe 4"ø X 3.0m 2 ₱1,828.41 ₱3,656.83 Pc Pvc Sanitary Elbow 90˚ X 4"ø 3 ₱456.89 ₱1,370.67 Pc Pvc Sanitary Tee 4" X 4" 2 ₱348.86 ₱697.72 Pc Pvc Sanitary Tee Reducer 4" X 2" 2 ₱371.49 ₱742.98 Pc Pvc P-trap 4" 2 ₱907.38 ₱1,814.75 Pc Closet Bend, 4" 2 ₱383.02 ₱766.04 Can Pvc Cement 2 ₱826.67 ₱1,653.34 Sub-total ₱10,702.33 Tile Works Sq.m. Removal Of Tiles 35 ₱192.15 ₱6,725.25 Pc Synthetic Granite Tiles 60cm X 60cm (floor, Unglazed Brown) 30 ₱449.63 ₱13,488.93 Pc Synthetic Granite Tiles 60cm X 60cm (wall, Unglazed Beige) 110 ₱449.63 ₱49,459.41 Bag Tile Grout 5kg/bag 1.50 ₱238.69 ₱358.04 Bag Tile Adhesive 25 Kg/bag 5 ₱572.18 ₱2,860.90 Bag Portland Cement 25 ₱475.25 ₱11,881.28 Cu.m Washed Sand 2.50 ₱2,241.75 ₱5,604.38 Sub-total ₱90,378.19 Female Cr Ceiling And Carpentry Works Sq.m. Phenolic Board Cabinet 3/4" Thk. Brown Teak, Complete With Jamb And Accessories With Top Granite Tiles (1.2m X 0.6 X 0.85m) 2.50 ₱4,643.63 ₱11,609.06 Sq.m. Phenolic Board Partition And Doors 3/4" Thk. Brown Teak, Complete With Aluminum Pole And Accessories (1.33m X 1.275 X 2.0m) 10.55 ₱4,643.63 ₱48,990.24 Sub-total ₱60,599.30 Plumbing Works Lot Removal Of Water Closet, Lavatory, Partitions, Cabinet, And Pipes 1 ₱7,686.00 ₱7,686.00 Set Water Closet Flange 2 ₱493.19 ₱986.37 Set Water Closet 1.6gpf With Accessories 2 ₱11,828.75 ₱23,657.51 Set Bidet Spray, Including Fittings And Accessories 2 ₱1,383.48 ₱2,766.96 Set Lavatory, Including Fittings And Accessories 1 ₱5,556.98 ₱5,556.98 Pc Pr-r Pipe 1"ø X 4.0m 4 ₱1,313.03 ₱5,252.10 Pc Pr-r Coupling Reducer, 1" X 3/4ø 2 ₱85.83 ₱171.65 Pc Pr-r Elbow 90˚ X 1"ø 4 ₱70.88 ₱283.53 Pc Pr-r Elbow Reducer, 1" X 3/4ø 4 ₱121.27 ₱485.07 Pc Pr-r Tee, 1"ø 2 ₱166.53 ₱333.06 Unit Item Description Qty Unit Cost Total Cost Pc Pr-r Tee Reducer, 1" X 3/4ø 2 ₱239.12 ₱478.24 Pc Gate Valve, 1"ø 1 ₱1,364.27 ₱1,364.27 Roll Teflon Tape 2 ₱50.39 ₱100.77 Pc Tissue Holder 2 ₱733.16 ₱1,466.32 Set S.s Floor Drain 4" X 4" 1 ₱442.37 ₱442.37 Sq.ft Mirror 6.70 ₱1,124.72 ₱7,535.61 Pc Ceiling Mounted Exhaust Fan 12" 1 ₱3,714.90 ₱3,714.90 Sub-total ₱62,281.71 Sanitary Works Pc Pvc Sanitary Pipe 4"ø X 3.0m 2 ₱1,828.41 ₱3,656.83 Pc Pvc Sanitary Elbow 90˚ X 4"ø 3 ₱456.89 ₱1,370.67 Pc Pvc Sanitary Tee 4" X 4" 2 ₱348.86 ₱697.72 Pc Pvc Sanitary Tee Reducer 4" X 2" 2 ₱371.49 ₱742.98 Pc Pvc P-trap 4" 2 ₱907.38 ₱1,814.75 Pc Closet Bend, 4" 2 ₱383.02 ₱766.04 Can Pvc Cement 2 ₱826.67 ₱1,653.34 Sub-total ₱10,702.33 Tile Works Sq.m. Removal Of Tiles 35 ₱192.15 ₱6,725.25 Pc Synthetic Granite Tiles 60cm X 60cm (floor, Unglazed Brown) 30 ₱449.63 ₱13,488.93 Pc Synthetic Granite Tiles 60cm X 60cm (wall, Unglazed Beige) 110 ₱449.63 ₱49,459.41 Bag Tile Grout 5kg/bag 1.50 ₱238.69 ₱358.04 Bag Adhesive Cement 5 ₱572.18 ₱2,860.90 Bag Portland Cement 25 ₱475.25 ₱11,881.28 Cu.m Washed Sand 2.50 ₱2,241.75 ₱5,604.38 Sub-total ₱90,378.19 Removal/reinstallation Of Pvc Partition Sets Removal And Reinstallation Of Pvc Partition 2 ₱12,810.00 ₱25,620.00 Electrical Works Lot Concrete Chipping Of Power Supply Lines 1 ₱12,810.00 ₱12,810.00 M Flexible Hose 1/2" 100 ₱14.86 ₱1,485.96 Box #12 Thhn Wire For Outlets 3 ₱6,501.08 ₱19,503.23 Pcs Electrical Tape 4 ₱105.47 ₱421.88 Pcs Utility Box, 2" X 4" G.i. 20 ₱108.03 ₱2,160.62 Pcs 3 Gang Universal Outlet Wide Series 20 ₱594.38 ₱11,887.68 Pcs Floor Mounted Outlets 6 ₱4,643.63 ₱27,861.75 Set Circuit Breaker - 20a 2p 2 ₱860.83 ₱1,721.66 Sub-total ₱77,852.78 A. Repair And Rehabilitation Of Emerald Hall At Rneap Overall Total ₱1,426,685.10 Unit Item Description Qty Unit Cost Total Cost B. Repair And Rehabilitation Of Neap Xi Dormitories Lot Mobilization/temporary Structures, Utilities And Services/demobilization 1 ₱14,175.00 ₱14,175.00 Lot Project Billboard 1 ₱5,145.53 ₱5,145.53 Lot Safety And Health (refers To Personal Protective Equipment - Ppe) 1 ₱5,250.00 ₱5,250.00 Sub-total ₱24,570.53 Neap Dormitories/sleeping Quarters/partition Doors And Windows Sq.m. 6mm Thk. Tinted Clear Tempered Two-way Swing Glass Door Complete With Adhesive, Aluminum Jamb & Accessories (1.5m X 3m) 4.50 ₱5,828.55 ₱26,228.48 Sq.m. 6mm Thk. Tinted Clear Tempered One-way Swing Glass Door Complete With Adhesive, Aluminum Jamb & Accessories (0.90m X 2.10m) 1.89 ₱5,828.55 ₱11,015.96 Sq.m. 6mm Thk. Tinted Clear Tempered Glass Windows Complete With Adhesive, Aluminum Jamb & Accessories 30 ₱5,828.55 ₱174,856.50 Sub-total ₱212,100.94 Partition Replacement At Left And Right Rooms Ceiling And Carpentry Works 3 Partition Sq.m. Removal Of Ceiling And Partitions 150 ₱640.50 ₱96,075.00 Installation Of Dry Wall Partition Using 4.5 Mm Fiber Cement Board On 2 X 3 X 0.5 Mm Metal Studs Frames (right Wing Only) Pc Metal Studs (50mm X 75mm X 3m X 0.6mm Thk) 400 ₱215.21 ₱86,083.20 Shts 4.5 Mm Thk Fiber Cement Board 374 ₱1,037.61 ₱388,066.14 Pcs Drill Bit 5/32 For Steel 30 ₱207.52 ₱6,225.66 Box Blind Rivets 5/32 X 3/4 5 ₱778.21 ₱3,891.04 Ceiling Pc Metal Carrying Channel (12mm X 38mm X 5m X 0.8mm Thk) 50 ₱254.49 ₱12,724.60 Pc Metal Double Furring Channel (19mm X 50mm X 3m X 0.5mm Thk) 120 ₱286.94 ₱34,433.28 Pc Wall Angle 1" X 1" X 10" 30 ₱143.05 ₱4,291.35 Pc Preformed Wire Clip 1,000 ₱13.66 ₱13,664.00 Pcs Black Screw - 1 1/2 Steel 2,000 ₱1.08 ₱2,152.08 Pc Steel Angle 130 ₱235.70 ₱30,641.52 Pc Pvc Ceiling Pannel (7"x3.65m) 125 ₱896.70 ₱112,087.50 Sub-total ₱790,335.37 Unit Item Description Qty Unit Cost Total Cost Female Cr Ceiling And Carpentry Works Sq.m. Removal Of Ceiling 40 ₱192.15 ₱7,686.00 Pc Metal Carrying Channel (12mm X 38mm X 5mm X 0.8mm) 60 ₱254.49 ₱15,269.52 Pc Metal Double Furring Channel (19mm 50mm X 3mm X 0.5mm) 90 ₱286.94 ₱25,824.96 Pc Wall Angle 1"1" X 10" 70 ₱143.05 ₱10,013.15 Pc Preformed Wire Clip 25 ₱13.66 ₱341.60 Pc Black Screw - 1 1/2 Steel 600 ₱1.08 ₱645.62 Pc Steel Angle 75 ₱235.70 ₱17,677.80 Pc Pcv Ceiling Panel (7"x3.65m) - Hallway And Lobby 125 ₱896.70 ₱112,087.50 Sub-total ₱189,546.15 Plumbing Works Sq.m. Removal Of Water Closet, Lavatory, Partitions, Cabinet, Pipes 50 ₱128.10 ₱6,405.00 Set Water Closet Flange 8 ₱493.19 ₱3,945.48 Set Water Closet 1.6gpf With Accessories 8 ₱11,828.75 ₱94,630.03 Set Bidet Spray, Including Fittings And Accessories 10 ₱1,383.48 ₱13,834.80 Set Lavatory, Including Fittings And Accessories 8 ₱5,556.98 ₱44,455.82 Pc Pp-r Pipe 1/2"ø X 4.0m 20 ₱737.00 ₱14,740.04 Pc Pp-r Coupling Reducer, 1" X 1/2"ø 10 ₱93.38 ₱933.85 Pc Pp-r Elbow 90˚ X 1/2"ø 20 ₱41.42 ₱828.38 Pc Pp-r Elbow Reducer, 1" X 1/2"ø 20 ₱134.89 ₱2,697.79 Pc Pp-r Tee, 1/2"ø 10 ₱76.86 ₱768.60 Pc Pp-r Tee Reducer, 1" X 1/2"ø 10 ₱300.91 ₱3,009.07 Pc Gate Valve, 1"ø 5 ₱1,364.27 ₱6,821.33 Roll Teflon Tape 10 ₱50.39 ₱503.86 Pc Tissue Holder 8 ₱733.16 ₱5,865.27 Set S.s. Floor Drain 4" X 4" 5 ₱442.37 ₱2,211.86 Sub-total ₱201,651.18 Sanitary Works Pc Pvc Sanitary Pipe 4"ø X 3.0m 10 ₱1,828.41 ₱18,284.14 Pc Pvc Sanitary Elbow 90˚ X 4"ø 15 ₱456.89 ₱6,853.35 Pc Pvc Sanitary Tee 4" X 4" 10 ₱348.86 ₱3,488.59 Pc Pvc Sanitary Tee Reducer 4" X 2" 10 ₱371.49 ₱3,714.90 Pc Pvc P-trap 4" 10 ₱907.38 ₱9,073.75 Pc Closet Bend, 4'' 10 ₱383.02 ₱3,830.19 Can Pvc Cement 10 ₱826.67 ₱8,266.72 Sub-total ₱53,511.64 Tile Works - Female Cr Only Sq.m. Removal Of Tiles 40 ₱192.15 ₱7,686.00 Pc Synthetic Granite Tiles 60cm X 60cm (floor, Unglazed Brown) 35 ₱449.63 ₱15,737.09 Pc Synthetic Granite Tiles 60cm X 60cm (wall, Glazed Beige) 115 ₱449.63 ₱51,707.57 Bag Tile Grout 5kg/bag 2 ₱238.69 ₱477.39 Unit Item Description Qty Unit Cost Total Cost Bag Tile Adhesive 25 Kg/bag 5 ₱572.18 ₱2,860.90 Bag Portland Cement 25 ₱475.25 ₱11,811.28 Cu.m Washed Sand 3 ₱2,241.75 ₱6,725.25 Sub-total ₱97,005.48 Electrical Works Pc Pin Light, Recessed Type, 5w, Led @ 1.5m Spacing Tricolor 30 ₱778.21 ₱23,346.23 Set Outlet, 2-gang, Wall Mounted Outlet 25 ₱605.27 ₱15,131.81 Box Copper Wire, Awg # 12, Thhn 4 ₱6,917.40 ₱27,669.60 Box Copper Wire, Awg # 14, Thhn 4 ₱5,188.05 ₱20,752.20 L's Pvc, 1/2" Dia. 20 ₱224.82 ₱4,496.31 Pc Utility Box 30 ₱69.17 ₱2,075.22 Set Switch, 2-gang 10 ₱432.34 ₱4,323.38 Pc Electrical Tape 4 ₱105.47 ₱421.88 Sub-total ₱98,216.63 Elevation Of Dormitory Flooring At 10 Inches From Existing (cr Of Male And Female Not Included) Lot Drainage Declogging 1 ₱57,645.00 ₱57,645.00 Sub-total ₱57,645.00 Earthworks Sq.m. Elevation Of Flooring 374 Cu.m Earthfill (for Backfilling At 10 Inches) 112.20 ₱1,114.47 ₱125,043.53 Cu.m Crushed Gravel 3/4" 37.40 ₱2,241.75 ₱83,841.45 Cu.m Washed Sand 22.44 ₱2,241.75 ₱50,304.87 Pcs D10mm X 6.00 Mts Rsb (round Steel Bar) 323.75 ₱627.69 ₱203,214.64 Kls G.i. Tie Wire 15 ₱155.43 ₱2,331.42 Sets Transfer Of Door Jambs 20 ₱1,537.20 ₱30,744.00 Pcs Switch, 2-gang 6 ₱1,114.47 ₱6,686.82 Pcs Switch, 2-gang 2 ₱1,114.47 ₱2,228.94 Sub-total ₱504,395.67 Tiling Of The New Elevated Flooring Pcs Synthetic Granite Tiles 60cm X 60cm 1,040 ₱449.63 ₱467,616.24 Bag Tile Grout 5kg/bag 10 ₱238.69 ₱2,386.93 Bag Tile Adhesive 25 Kg/bag 30 ₱572.18 ₱17,165.40 Bag Portland Cement 150 ₱475.25 ₱71,287.65 Lgth Stair Nosing Brass 2 ₱4,323.38 ₱8,646.75 Cu.m Washed Sand 16 ₱2,241.75 ₱35,868.00 Sub-total ₱602,970.97 Sq.m. Painting Works 1,056 Gal Solvent Based Primer 42 ₱1,671.71 ₱70,211.61 Gal Solvent Based Cast 20 ₱1,069.89 ₱21,397.82 Gal Solvent Based Reducer 10 ₱1,225.92 ₱12,259.17 Gal Marine Epoxy 4 ₱5,386.61 ₱21,546.42 Gal Latex, Semi Gloss 70 ₱1,798.95 ₱125,926.57 Gal Enamel, Semi Gloss 4 ₱1,820.30 ₱7,281.20 Gal Body Filler 3 ₱1,300.22 ₱3,900.65 Unit Item Description Qty Unit Cost Total Cost Gal Laqcuer Thinner 5 ₱792.09 ₱3,960.43 Qrt Acri Color 5 ₱359.53 ₱1,797.67 Set Roller Brush W/ Tray 5 ₱157.88 ₱789.42 Pcs Paint Brush 5 ₱83.59 ₱417.93 Pcs Sand Paper Assorted 50 ₱37.15 ₱1,857.45 Gal Paint Thinner 5 ₱767.75 ₱3,838.73 Sub-total ₱275,185.07 B. Repair And Rehabilitation Of Neap Xi Dormitories Overall Total ₱3,107,204.58 Summary: A. Repair And Rehabilitation Of Emerald Hall At Rneap Overall Total ₱1,426,685.10 B. Repair And Rehabilitation Of Neap Xi Dormitories Overall Total ₱3,107,204.58 Grand Total ₱4,533,889.68 ***see Attached For Program Of Works And Detailed Cost Estimates 3. Bidding Will Be Conducted Through Open Competitive Bidding Procedures Using A Non-discretionary “pass/fail” Criterion As Specified In The 2016 Revised Implementing Rules And Regulations (irr) Of Republic Act (ra) No. 9184. A. Bidding Is Restricted To Filipino Citizens/sole Proprietorships, Partnerships, Or Organizations With At Least Sixty Percent (60%) Interest Or Outstanding Capital Stock Belonging To Citizens Of The Philippines, And To Citizens Or Organizations Of A Country The Laws Or Regulations Of Which Grant Similar Rights Or Privileges To Filipino Citizens, Pursuant To Ra No. 5183. 4. Prospective Bidders May Obtain Further Information From Department Of Education, Regional Office Xi, And Inspect The Bidding Documents At The Address Given Below During Monday – Friday, 8:00 A.m. To 5:00 P.m. 5. A Complete Set Of Bidding Documents May Be Acquired By Interested Bidders On April 17, 2024 To May 6, 2024, Monday – Friday, 8:00 A.m. To 5:00 P.m. At Department Of Education Regional Office Xi, F. Torres St., Davao City Upon Payment In Cash Of A Non-refundable Fee Of Five Thousand Pesos (₱5,000.00). The Procuring Entity Shall Allow The Bidder To Present Its Proof Of Payment For The Fees To The Deped Cashier. 6. The Department Of Education, Regional Office Xi, Will Hold A Pre-bid Conference On April 24, 2024 @ 9:00 A.m, (wednesday) At The Procurement Unit Office, Deped Ro Xi, F. Torres St., Davao City And/or Via Microsoft Teams Platform Which Shall Be Open To Prospective Bidders. 7. Bids Must Be Duly Stamped Received By The Procurement Unit Staff Through Manual Submission At The Office Address Indicated Below On Or Before May 6, 2024, (tuesday) Before 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 14. 9. Bid Opening Shall Be On May 7, 2024, (tuesday) @ 9:00 A.m. At Department Of Education, Regional Office Xi, F. Torres St., Davao City And/or Via Microsoft Teams Platform. Bids Will Be Opened In The Presence Of The Bidders’ Representatives Who Choose To Attend The Activity. 10. The Department Of Education, Regional Office Xi, Reserves The Right To Reject Any 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 Irr Of Ra No. 9184, Without Thereby Incurring Any Liability To The Affected Bidder Or Bidders. 11. For Further Information, Please Refer To: Joy L. Sibonga Ao Iv, Ad-procurement Unit Department Of Education Region Xi F. Torres St., Davao City Procurementunit.regionxi@deped.gov.ph (082) 225-0816 0919-352-3834 0991-209-5597 Jenielito S. Atillo Bac, Chairperson

Details: Description 1. The Local Government Of Cabusao, Through The Borrowing Intends To Apply The Sum Of Eighty-six Million Seven Hundred Fifty Thousand Pesos Only. (php86,750,000.00) Being The Approved Budget For The Contract (abc) To Payments Under The Contract For Design And Build For Construction Of One- Storey Public Market And Central Transport Terminal (itb-2024-027). Bids Received In Excess Of The Abc Shall Be Automatically Rejected At Bid Opening. 2. The Local Government Of Cabusao Now Invites Bids For The Above Procurement Project. Completion Of The Works Is Required Within Two Hundred Forty (240) Calendar Days Upon The Issuance Of Notice To Proceed. 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 Bac Secretariat And Inspect The Bidding Documents At The Bac Office, Municipal Building, New Poblacion, Cabusao, Camarines Sur From 8:00 Am To 5:00 Pm, Mondays To Fridays Starting May 28, 2024. 5. A Complete Set Of Bidding Documents May Be Acquired By Interested Bidders On May 28, 2024, From Given Address And Upon Payment Of The Applicable Fee For The Bidding Documents, Pursuant To The Latest Guidelines Issued By The Gppb, In The Amount Of Pesos: Fifty Thousand Pesos Only (php 50,000.00). The Procuring Entity Shall Allow The Bidder To Present Its Proof Of Payment For The Fees Shall Be Presented Personally. 6. Bids Must Be Duly Received By The Bac Secretariat At The Bac Office, Municipal Building, New Poblacion, Cabusao, Camarines Sur On Or Before June 17, 2024, 12:00nn. Late Bids Shall Not Be Accepted. 7. All Bids Must Be Accompanied By A Bid Security In Any Of The Acceptable Forms And In The Amount Stated In Itb Clause 16. 8. Bid Opening Shall Be On June 17, 2024, 1:00pm At The Bac Office, Municipal Building, New Poblacion, Cabusao, Camarines Sur. Bids Will Be Opened In The Presence Of The Bidders’ Representatives Who Choose To Attend The Activity. 9. The Local Government Of Cabusao 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. 10. For Further Information, Please Refer To: Mrs. Rose Ann R. Bon Bac Secretariat Bids And Awards Committee Bac Office, Municipal Building New Poblacion, Cabusao, Camarines Sur Section Vi. Terms Of Reference Designed Build Of A Proposed Cabusao Business District I. Background Cabusao Is A Municipality Located In The Province Of Camarines Sur In The Philippines. It Is Known For Several Things Like Natural Beauty, Agriculture, And Warm And Friendly Community. Cabusao Is Blessed With Natural Beauty, Including Scenic Landscapes, Lush Greenery, And Picturesque Views. The Municipality Is Surrounded By Mountains, Rivers, And Agricultural Fields, Offering A Serene And Peaceful Environment. Cabusao Is Primarily An Agricultural Area, Known For Its Fertile Lands And Agricultural Production. The Municipality Is Known For Fishing And Cultivating Crops Such As Rice, Corn, Vegetables, And Fruits. Agriculture Plays A Significant Role In The Local Economy And Contributes To The Livelihood Of Many Residents. Cabusao Is Also Known For Its Warm And Friendly Community. The Residents Are Known For Their Hospitality And Welcoming Nature, Making Visitors Feel At Home. These Are Just A Few Highlights Of What Cabusao Is Known For. The Municipality Offers A Unique Blend Of Natural Beauty, Cultural Heritage, And A Close-knit Community. Understanding The Local Market, Economic Conditions, Demographics, And Potential Demand For Commercial Spaces. This Would Likewise Articulates The Value Proposition, Highlighting How The Business Development Will Contribute To The Local Economy, Job Creation, And Overall Community Development. Ii. Project Components A. A Project Calls For The Design And Construction Of The Proposed Cabusao Business District Located At The Población Of The Municipality Of Cabusao. In This Proposed Project, The Considering Factors Such As Land Acquisition, Architectural Design, Infrastructure Development, Parking Facilities, Green Spaces, And Amenities Ensure That The Plan Aligns With The Local Regulations And Urban Planning Principles. The Main Spaces Are Shown Below: A. Proposed Public Market With An Approximate Area Of 800sqm. - Dry Market Section (dry Goods Merchandise, Souvenir Section, Bakeries, Food Stalls And Other Stall Units For Commercial Use - Wet Market Section (for Fish And Other Seafoods Daily Catch, Meat Section Like Poultry Products, Pork, Beef) - Vegetable Section (locally Produced Or Supplied) - Loading And Unloading Of Goods B. Proposed Puv Terminal And Subterminal For Tricycles & Pedicabs With An Approximate Area Of 675 Sqm And 244 Sqm Respectively. - Jeepney Terminal And Provision For Van - Standby Parking Area For Jeepneys And Vans - Subterminal For Tricycle And Pedicabs. - Commercial Concessionaires - Passenger’s Waiting Area - Public Toilets With Pwd (bp344 Compliant) C. Proposed Commercial Building With An Approximate Area Of 380sqm. Plumbing And Electrical Furnishings And Roll Up Doors Will Be Provided By The Tenant. - Commercial Rentables A. Provision For A Rentable Area Of Tenant Which Requires Bigger Area Of 220sqm (approx.) B. 3 Commercial Spaces Of 28sqm Each. - Public Restrooms For Male, Female And Pwd (bp344 Compliant) - Market Superintendent Office (annex Of 76sqm) D. Proposed Road Network Circulation With An Approximate 40% Allocation Of The Phase 1 Hectare Development (an Approximate Road Total Length Of 465 Mts With A Considered Road Frontage Entry From The Cabusao-libmanan Road Of 8.00mts And A Road Frontage From The Other Municipal Road Of 10.00 Mts.) E. Ample Central Parking Spaces In Gravel Bedding (40-50 Parking Slots, Which Includes Compliant For Bp344) F. Allotted Area For Pnp With In The Development (+/- 400sqm) G. Open Space Development B. The Acquisition Of The Land Has An Approximate Area Of 3 Has. However, The Proposed Project Will Undertake Only 1.1 Ha. Development Of The Entire Site For Its Phase 1 Development Specified In This Section, The Priority Composition Of The Said Project. Site Development And Space Planning Are Governed By The Standards, Rules And Regulations On The Design Of A Commercial Development As Public Market Is The Main Concern. Building Design Shall Conform With The Provision Of The National Building Code Of The Philippines (pd 1096), Accessibility Law (bp 344), National Structural Code Of The Philippines. Electrical Engineering Law (ra 7920), Plumbing Code (ra 1378, 1993-1994 Revisions), Fire Code (ra 9514) And Other Laws And Regulations Covering Environmental Concerns And Local Ordinance And Regulations. C. Refer To Public Market Standard And Multipurpose Building Projects Of Dpwh Iii. Design Work A. Pre-detailed Design 1. Engineering Surveys A. Geodetic Survey Of Entire Lot Including All Structures, Utility Systems, Trees And Other Prominent Site Features (if Any) B. Detailed Architectural Design 1. Detailed Design Based On The Approved Plans And Design Parameters Of Public Market Standards: A. Detailed Site Development Plans B. Detailed Architectural Plans C. Detailed Structural Plans And Structural Design Analysis D. Detailed Electrical Plans And Electrical Design Analysis E. Detailed Sanitary And Plumbing Plans And Design Analysis F. Technical Specifications Describing Type And Quality Of Materials And Equipment To Be Used, Manner Of Construction And General Conditions Under Which The Project Is To Be Constructed. G. Detailed Bill Of Qualities, And Cost Estimates H. Summary Of Works C. Construction Work As A Rule, Contract Implementation Guidelines For Procurement Of Infrastructure Projects Shall Comply With Annex “e” And Guidelines For The Implementation Of Contracts For Design And Build Infrastructure Projects Shall Comply With Annex “g” Of Irr, Ra 9184. The Following Provisions Shall Supplement These Procedures: 1. The Contractor Shall Commence Work Upon Issuance Of Building Permit For The Project By The Building Official. The Work Execution Shall Be In Accordance With Reviewed And Approved Documents. 2. The Contractor Shall Be Responsible For Obtaining All Necessary Information As To Risk, Contingencies And Other Circumstances Which May Affect By The Works And Shall Prepare And Submit All Necessary Documents Specified By The Building Official To Meet All Regulatory Approvals As Specified In The Contract Documents. 3. The Contractor Shall Submit A Detailed Program Of Works Within Fourteen (14) Calendar Days After The Issuance Of The Notice To Proceed For Approval By The Precuring Entity That Shall Include, But Will Not Be Limited To: A. The Order In Which It Intends To Carry Out The Work Including Anticipated Timing For Each Stage Of Detailed Planning And Construction; B. Periods For Review Of Specific Outputs In Any Other Submissions And Approvals; C. Sequence Of Timing For Inspection And Test; D. General Descriptions Of The Design And Construction Methods To Be Adopted; E. Number Of Names 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. 4. Any Errors, Omissions, Inconsistencies, Inadequacies Or Failure Submitted By The Contractor That Do Not Comply With The Requirements Shall Be Rectified, Resubmitted And Reviewed The Constructor’s Cost. If The Contractor Wishes To Modify And Design Of Document Which Has Been Previously Submitted, Reviewed And Approved, The Contractor Shall Notify The Municipal Engineer Within A Reasonable Period Of Time. 5. As A Rule, Changes In Design And Construction Requirements Shall Be Limited Only To Those That Have Not Been Anticipated In The Contact Documents Prior To Contract Signing And Approval. The Following Guidelines Shall Govern Approval For Change Or Variation Orders: 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 Contract Amount. B. Provide That The Contractor Suffers Delay And/or Incurs Cost Due To Changes Of Errors In The Specifications And Parameters, The Contractor Shall Be Entitled To Either One Of The Following: 1. An Extension Of Time For Any Such Delays Under Section 10 Of Annex “e” Of Irr (ra 9184); Or 2. Payment For Such Costs As Specified In The Contract Documents, Provided, That The Cumulative Amount Of The Variation Order Does Not Exceed Ten Percent (10%) Of The Original Cost. C. The Contract Documents Shall Include The Manner And Schedule Of Payments 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”, Irr (ra 9184) E. The Municipal Shall Define The Quality Control Procedures Of The Construction In Accordance With The Guidelines And Shall Issue The Proper Certificates Of Acceptance For Sections Of The Works Or Whole Of The Works As Provided 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 A Minimum Defects Liability Period Pf One 8 Months After 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 Specifications For The Building As 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 As Specified In Section 62.2.3.2 Of The Irr (ra 9184) Iv. Implementation Arrangement A. Reporting Protocol A. Pre-detailed Design Reports, And Detailed Plans (whether Preliminary Or Final), Will Be Submitted To The Municipal Mayor For Review And Approval, Copy Furnished The Municipal Engineering Office. Submittals With In Two (2) Sets. B. Technical Queries Will Be Submitted To The Municipal Engineering Office B. Contact Person A. Engr. Fausto Abarientos Municipal Engineer/ Bo Lgu, Cabusao B. Mr. Jose Oliver Municipal Administrator Lgu, Cabusao V. Eligibility Requirements A. Basic 1. The Eligibility Requirements For Design And Build Scheme Shall Comply Letter The Applicable Provisions Of Sections 23-24 Of Irr Of Ra 9184. 2. A Modified Set Of Requirements Integrating Eligibility Documents And Criteria For Infrastructure Projects And Consulting Services Shall Be Adopted In Accordance With Annex G – Guidelines For The Procurement And Implementation Of Contracts For Design And Build Infrastructure Projects Annex “g” Of Irr Of Ra 9184. 3. The Design Build Contractor Must Have Completed A Similar Project In The Amount Of At Least Fifty Percent (50%) Of The Abc. B. Specialized 1. For The Pre-detailed Design And Detailed Design Portion Of The Contract, The Bidder Should Enter Into Partnership Or Joint Venture Supported By Memorandum Of Agreement (moa) With An Architectural Firm/architectural Ang Engineering Firm Which Will Assign Professionals For The Project As Shown Below: 1.1 Project Coordinator (1) I. Licensed Architect Or Engineer Ii. At Least 15 Years Experience In Overall Building Project Coordination Iii. Superb Oral And Written Communication Skills, Organization Skills And Excellent Administrative Abilities. 1.2 Architect (1) I. Licensed Architect Ii. At Least 5 Years Of Experience Related Projects Iii. Proficient In Autocad Software 1.3 Structural/civil Engineer (1) I. Licensed Structural/civil Engineer Ii. At Least 10 Years Of Experience In Structural Design Medium-rise Structures Iii. Proficient In Autocad Software 1.4 Professional Electrical Engineer (1) I. Licensed Professional Electrical Engineer Ii. At Least 10 Years Of Experience Related Projects Iii. Proficient In Autocad Software 1.5 Professional Mechanical Engineer (1) I. Licensed Professional Mechanical Engineer Ii. At Least 5 Years Of Experience In Related Projects Iii. Proficient In Autocad Software 1.6 Sanitary Engineer (1) I. Licensed Sanitary Engineer Ii. At Least 10 Years Of Experience In Related Projects Iii. Proficient In Autocad Software 1.7 Others As Required For The Project 2. For The Construction Portion Of The Contract, The Bidder Must Assign To The Project Professionals As Shown Below: 2.1 Project Manager (1) I. Licensed Engineer Or Architect Ii. At Least 10 Years Of Experience In Construction Management Iii. Good Oral And Written Communications Skills 2.2 Project Engineer (1) I. Licensed Civil Engineer Ii. At Least 5 Years Of Experience In Construction Management Iii. Good Oral Ang Written Communication Skills 2.3 Project Architect (1) I Licensed Architect Ii At Least 5 Years Of Experience In Construction Management 2.4 Materials Engineer (1) I Licensed Engineer Ii Dpwh Accredited 2.5 Construction Safety Officer (1) I Licensed Engineer Ii Dole Accredited/trained 2.6 Quality Control Officer I Licensed Architect/ Engineer 2.7 Electrical Engineer I Licensed Electrical Engineer 2.8 Master Plumber Engineer I Licensed Sanitary Engineer 2.9 Mechanical Engineer I Licensed Mechanical Engineer Vi. Approved Budget Cost The Total Approved Budget Cost For The Project Is Eighty Six Million Seven Hundred Fifty Thousand Pesos (php 86,750,000.00) Vii. Time Frame (design Build) A. Design Phase Provide The Design Concept And Complete Contract Document Within 20 Calendar Days: B. Build (construction Phase) The Contractor Is Required To Complete The Project Is Within The Time Period Of Twelve Months, To Start Upon The Contractor's Receipt And Signing Of Notice To Proceed. Viii. Scope Of Works A. Work Item And Description 1. Pre-detailed Design A. Geodetic Survey Of Lot And Structures B. Topographic/ Lot Survey 2. Detailed Design Works A. Detailed Architecture And Engineering Design (refer To Check List Of Drawing) B. Technical Specifications C. Bill Of Quantities And Detailed Cost Estimates D. Engineering Computations E. Detailed Summary Of Works 3. Construction Works (inclusive Of Building Permits, Licenses, Permits, Etc.) A. General Scope: Design And Construction With Complete Architectural And Engineering Works Breakdown Of Which Is But Not Limited To The Following. A.1 Embankment And Earthworks On Areas For The Initial Phase Of The Site A.2 Structural And Civil Works Including Proposed Road Network Circulation (concrete With Curb And Gutter, Including Drainage), Walkways And Open Spaces And Parking Spaces. A.2.1 Foundation, Beams, Columns/post, Shear Wall, Floor And Roof Framing A.2.2 Interior And Exterior Walls A.2.3 Floor Framing A.2.4 Roof Framing A.2.5 Road, Walkways, Parking Spaces And Open Spaces A.3 Complete Architectural Works Of The Proposed Structures A.3.1 Architectural Works Of The Proposed Structures A.3.2 Wall, Ceiling & Floor Finishing Works As Specified A.3.3 Doors And Windows And Fenestration A.3.4 Painting Works A.3.5 Special Features And Furnishings A.4 Complete Sanitary/plumbing Works A.4.1 Fixtures, Fittings, And Accessories A.4.2. Sewer Line And Vent System A.4.3 Wastewater Line And Vent System A.4.4 Waterline System A.4.5 Storm Drainage System A.4.6 Septic Tanks A.4.7 All Plumbing/sanitary Systems Are New Installation A.5 Complete Electrical Works A.5.1 Power System Including Fixtures, Fittings, Devices And Wires. A.5.2 Lightning System Including Fixtures, Fittings, Devices And Wires A.5.3 Fire Alarm System A.5.4 Panel Board And Circuit Breakers A.5.5 All Electrical Systems System Shall Be Of New Installation Subject: Architectural Design Parameters I. Codes And Standards The Architectural Works Shall Be In Accordance With The Following Laws, Codes And Standards. • Laws And Codes 1. National Building Code Of The Philippines And Its Latest And Amended Irr 2. Ra 9266 Or Architecture Law And Its Latest And Amended Irr 3. Bp 344 Or Accessibility Law And Its Latest And Amended Irr 4. Ra 9514 New Fire Code Of The Philippines 5. Existing Local Codes And Ordinances 6. And Other Laws That Applies To The Projects Ii. General Drawing Guidelines 1. General • All Drawings Shall Be Computer-drafted. Drawings Shall Be Submitted Both In Printed And Electronic Copies • Keep The Same Orientation For All Plans. The North Orientation Shall Be Indicated In All Architectural Floor Plans. The Orientation Of The Architectural Plans Shall Be Consistent With All The Engineering Plans. • Existing Buildings A New Works Shall Be Clearly Indicated And Labeled In The Site Plans. • Detailed Plans Shall Have A Scale Not Smaller Than 1:50 Meters • Spot Detailed Plans, Elevations, And Sections Shall Have A Scale Not Smaller Than 1:10 Meters • Avoid Notes Such As “see Architectural Detail” Or “see Structural”. Always Refer With Callout To The Specific Detail Drawing And Sheet Number. 2. Perspective • In The Most Appreciable Scale, Show The Entire Structure's Facade Or Prominent Feature/s; Include Appropriate Elements To Scale The Structure's Volume (eg Human Figures, Vehicles, Trees, And Vegetation, Adjacent Structure/s) 3. Site Development Plan • The Site Development Plan Shall Have A Scale Not Smaller Than 1:400 Meters And Shall Show The Structures In Relation To Each Other And Its Natural Or Built Surrounding. • Site Development Plan Shall Include The Following: A. Contour And Survey Of The Lot, Including Bearing And Distance Of The Property Line B. Road Network And Curbs And Sidewalks C. Parking Spaces D. Reference Location Of Existing Trees E. Reference Location And Footprint Of Existing Buildings, With The Corresponding Building Names And Dimensions, Including Distances Between Adjacent Buildings, And Distances Between Buildings And The Nearest Property Line F. Reference Location Of Utilities, E.g. Water Reservoirs, Septic Tank, Powerhouse, Transformers, Waste Storage Area, Security Outposts And Waiting Sheds G. Site Furniture And Other Site Features. • Identify Building/structure Name And Its Corresponding Dimensions • Reflect Modules And Total Dimension Of Structures • Indicate Dimensions Of All Other Site Elements. 4. Vicinity Map/location Plan • Locate The Project Site In A Vicinity Map (at Least 2kilometer Radius) Showing Districts/political Subdivision, Major Thoroughfares • Locate The Project Site In A Location Map (at Most 2kilometer Radius) Showing Major And Minor Road Networks, Establishment, Markers Etc. 5. Floor Plan • All Floor Plans Shall Use A Minimum Scale Of 1:100m. The Same Scale Shall Be Used For The Rest Of The Architectural, Structural, Sanitary, Plumbing Electrical And Except For Each Trade's Site Plan, Detailed Plans And Spot Details. • For Renovation/modification Works Involving The Existing Structure, Indicate Architectural And Structural Elements To Be Retained, Demolished/removed. Blocked Off, Constructed Or Relocated. • Unless Areas Are Indicated For Blow-up Details, Indicate Dimensions For All Floor Plan Elements • Include Fixture Layout In The Plan • Indicate With Boxed Room Callout Numbers, Including The Callout For Floor Finishes And Wall Finishes. • Elevation Callouts Shall Be Indicated On The Floor Plans And Shall Be Consistent With The Elevation Drawing • Section Line Callouts Shall Be Consistent With The Blowup/spot Detail Drawing • Other Callouts May Be Used For Toilets, Stairs, Cabinets, Etc. • Floor Elevations Shall Be Indicated In The Floor Plans, This Shall Be In Reference To The Natural Grade Line Or That Established Finished Floor Lines Of The Adjoining Existing Buildings • Door Callouts Shall Be Circles With The Proper Numbering, E.g. D-01 • Window Callouts Shall Be Hexagons With The Proper Numbering E.g. W-01 6. Elevations • Provide At Least Four Elevations With Interior Openings Provide Elevations For All Exterior Walls. • Indicate Measurements For Finish Floor Levels And Notable Building Heights (eg Roof/s, Parapet/s, Canopies And Other Projections) Where Applicable. • Indicate Measurements For The Other Surface Features/elements • Finish Floor Lines And Top Of Truss Lines Shall Be Consistent To All The Elevations, Sections And Structural Plans And Details. • The Height From Finish Ground Line T Finish Ground Line To Finish Ground Floor Line Shall Be Higher Than The Recorded Floodlevel Of The Area For The Past Five (5) Years • Indicate All Wall Finishes, Detail Callouts For Spot Details 7. Sections • Provide At Least Two Sections. However, If Structure Is Clustered (polygonal Or With Interior Openings), Provide Additional Sections To Show Notable Features. • Indicate Measurements For Finish Floor Levels, Ceilings Heights, Wall Heights And Other Notable Dimensions • Indicate Interior Wall Finishes, Detail Callouts. 8. Roof Plan • Indicate Roof Finish/es, Slope And Slope Direction • Indicate Gutter Finish, If Applicable • Indicate Exterior Building Wall Line (hidden Line) • Indicate Downspouts, If Applicable • Provide Details For Gutters, Downspouts. 10. Stairs & Ramps • Present Blow-up Plan Including Detail Section/elevation And Spot Details For All Stairs, Fire Exists, Ramps On A Scale Of Not Smaller Than 1:50m. Indicate Dimensions And Finishes. 11. Toilets & Washing Area/room • Present Blow-up Plan Including Detail Section/elevation And Spot Details For All Stairs, Ramps On A Scale Of Not Smaller Than 1:50m. Indicate Dimensions, Elevations Clearances, Center Lines, Slopes, Fixture Type, Finishes And Accessories. • Provide Fixture Detail And Accessories Including Mounting Heights From Finish Floor Levels. 12. Bay Section • Provide Bay Section/s Of Scale Not Smaller Than 1:50m For Exterior Walls Showing In Detail, Systems, Connections For The Entire Vertical Length From Basement/ Ground To Topmost Elements (roof, Parapet, Deck) 13. Market Superintendent Office • Provide Blow-up Plans, Elevation/section And Details On A Scale Of Not Smaller Than 1:50m All Rooms With Special Design And Construction Considerations 14. Schedule Of Materials For Architectural Finishing Features Iii. Building Architectural Works 1. Walls • Exterior And Interior Walls Shale Be At Least 100mm Thick. All Walls Shall Have A 1.5hr Fire Rating. False And Decorative Walls Maybe Of Lesser Fire Rating • Exterior Walls Shall Be Resistive To Dirt Accumulation And Color Fading Due To The Elements. It Should Likewise Be Cleanable And Can Easily Be Maintained. 2. Floors • Floor Finishes Shall Be Of Type Appropriate To The Location Where It Is Applied. Floor Material Shall Be Of Premium Grade And Quality Performance • For Other Flooring Material To Be Used, Plain Cement Finish 3. Doors And Windows • Roll Up Doors Shall Be Provided By The Tenants • All Door Hardware And Accessories Shall Be Of 304 Stainless Steel The Least; Lockset Be Grade 2 Certified • Toilets And Other Wet Areas Shall Pvc Doors With Louvers • Window Sills Shall Be Slightly Sloped Outwards To Prevent Damage To Windows And Paint Due To Water Seepage. • 2x5 Solid Wood Door Jambs 4. Public Corridors • Corridors Shall Have A Minimum Unobstructed Width Of 2000mm. This Shall Be Measured Clear From The Surface Of The Finished Wall Not On-center Of The Rough Chb Wall 5. Roofing Works • The Section Of The Roof Gutters Shall Be Designed, Incase Of The Clogged Downspout, So That The Overflow Of Water Will Be Directed Outside Of The Building And Not Towards The Eaves Or Interior Ceiling To Prevent Damages. • The Slope Of The Roof Shall Not Be Less Than 20 Degrees 6. Painting Works • Painted Ceiling Shall Be At Least Latex Finish • Painted Interior Wall Shall Be At Least In Semi-gloss Latex • Painted Exterior Wall Shall Be At Least In Moisture-resistant/water-repellent Solvent-based Paint Finish, Texture Or Smooth, Unless Otherwise Specified • Paint Color And Shade Shall Be Approved First Before Application Subject: Design Parameters Structural/civil Works (subject To Consultants Improvement And Modification Based On The Approach And Methodology Narrated Under This Technical Proposal) I. Codes And Standards The Civil/structural Design Shall Be In Accordance With The Following Codes And Standards • Codes 1. National Structural Code Of The Philippines (nscp) 2001 2. National Building Code Of The Philippines And Its Revised Irr 3. Accessibility Law 4. Local Codes And Ordinances • Standards 1. Philippine National Standards (pns) 2. Dpwh Blue Book 3. American Concrete Institute (aci) 4. American Welding Society (aws) Ii. Site Works Based On Site Development Plan, Provide Complete Design And Details Of Road (concrete With Curb And Gutter, Including Drainage) Network. 1. The Proposed Widened Road Shall Be Capable Of Two Way Traffic With A Minimum Thickness Of 150mm (8inches). Concrete Strength Should Be At Least 3000psi. Interior Road Shall Be So Designed To Accommodate Delivery Vehicles, And Fires Trucks In Case Of Emergency. 2. Walkway Should Be At Least 100mm Thk With Concrete Strengths Of 2500psi. Ramps Should Be Provided, Instead Of Steps, For Any Change In Elevations. 3. Parking Area Shall Be Of Gravel Bedding Iii. Buildings 1. Buildings Should Be Designed In Accordance With Nscp Requirements Up To Magnitude 7 For Those Near Seismic Source Type A. Seismic Gaps Between Buildings (old And New) Should Be Properly Observed 2. The Building Should Be Designed Also Using Wind Importance Factor Of 1.15 (especially For Design Of Trusses/roofing System). Concrete Gutters And Parapets Walls Should Be Provided As Additional Protection To The Roofing System During Strong Typhoons. 3. The Structural Designer Should Verify With The Philippine Volcanology And Seismology (phivocs) The Distance Of The Proposed Project To Nearest Active Fault Lines With The Denr For Geo-hazard Mapping Iv. Details – The Following Shall Be Provided: (ensure Resilience Of Roofing System To A Strong Wind Velocity Of 250-300km/hr) 1. Connections Details Of Beams And Columns Following The Requirements Of Nscp On Confined Areas 2. Connection Or Trusses To Beams And Columns 3. Splicing Details Of Reinforcing Bars On Columns And Beams And The Required Bar Cut-off Points V. Summary Of Materials 1. Concrete Shall Be Portland Cement And Conforming To Astm Specification C150, Type I To Type Ii 2. Course Aggregates Shall Consist Of Washed Gravel, Crushed Stone Or Rock Or A Combination Thereof Conforming To Astm C33 3. Concrete Hollow Blocks Shall Be A Standard Product Of Recognized Manufacturer Conforming To Pns 16 With At Least 350psi Strength. 4. Reinforcing Bars Shall Conform With Pns Grde 60 For 16mm Dia. And Above And Pns Grade 40 For 12mm Dia And Below 5. Structural Steel Shall Conform With Astm A36/a6m 6. Bolts And Studs Shall Conform With Astm A 325 7. Welding Electrodes Shall Be E60 Or E70 And Conform With Aws Vi. Drawing Requirements Subject: Sanitary/plumbing Design Parameters I. Codes And Standards The Sanitary/plumbing Design Shall Be In Accordance With The Following Codes And Standards • Codes 1. National Building Code Of The Philippines And Its New Irr 2. Fire Code Of The Philippines 3. National Plumbing Code Of The Philippines (npcp) 4. Sanitation Code Of The Philippines 5. Existing Local Codes And Ordinances. • Standards 1. Bureau Of Product Standards (bps) 2. Philippine National Standards For Drinking-water 3. National Water Resources Board (nwrb) 4. National Plumbers Association Of The Philippines (nampap) 5. Philippine Society Of Sanitary Engineers, Inc. (psse) Ii. Site Works • Based On The Master Site Development Of The Hospital, The Site Works Shall Provide Complete Layout Of The Following: 1. Storm Drainage Network, Indicating Drainage Manholes And Pipe Culvert; 2. Sewerage Pipe Network, Indicating Sewage Manholes, Sewage Pipes And The Location Of The Proposed Sewage Treatment Plan; And 3. Water Supply Network, Indicating The Location Of The Water Service Entrance, Proposed Pump House And Main Water Lines. • The Storm Drainage Network Shall Accommodate The Magnitude Of Peak Rates Of Surface Run-off Including Drainage Coming From The Buildings. The System Shall Be Capable Of Handling The Design Flows Routing To The Designated Outfall; For Rainfall Calculation And Sizing If Drainage Pipes, Refer To Chapter Ii, National Plumbing Code Of The Philippines And Current Rainfall Record From Pagasa • The Sewerage Pipe Network Design Shall Accommodate All Sewage Coming From All The Facilities, Conveyed By Gravitational Flow Leading To The Proposed Sewage Treatment Plant; Per Capita Wastewater Demand: 150-250 Gal/capita/day Per Bed • The Water Supply Network Shall Include The Provision Of Fire Hydrants, Accessible Faucet That Will Serve As Testing Point For Safe And Potable Water Supply; Per Capita Water Demand: 190-315 Gal/capita/day Per Bed Iii. Building Facilities Sanitary/plumbing System 1. Sewerline And Vent System • Provide Complete Sewer Line And Vent System From All (domestic) Plumbing Fixtures And Floor Drains, Laid By Gravity Flow Of Pumping From Lift Or Transfer Station Leading To The Sewage Treatment Plant (stp); • For Drainage Fixture Units; Refer To Chapter 7, Table 7-2 Npcp 2. Wastewater Line And Vent System • For All Wash Areas Dealing And Generating With Oil/grease At The Dietary, Provide Separate Waterline And Vent System And Solely Trap To Proposed Grease Trap And The Connect Its Effluent To The Sewage Treatment Plant 3. Waterline System • Provide Complete Water Supply Pipes To All Plumbing Fixtures. From The Main Water Source To Cistern, The Water Shall Be Pumped To The Elevated Water Tank (ewt) And Conveyed To The Fixtures By Gravity System And Or Distributed To Fixtures By Transfer Pumped With Constant Pressure Through A Pneumatic Storage Tank To Plumbing Fixture, Whichever Is Feasible. 4. Storm Drainage System • Complete Storm Drainage System Shall Be Provided For All Roofs, Canopies, Concrete Ledges And Balconies Including Condensate Drains Laid For Gravity Flow Connected To A Leader/pipe Line Leading To The Natural Ground Level Storm Drainage Network. 5. Sewage Treatment Plant • Provide Complete Detailed Design Of Sewage Treatment (septic Tank/vault) In Three Chambers Iv. Summary Of Materials • Sewer And Vent Pipes; Unplasticized Polyvinyl Chloride (upvc) Extra Series 1000 (conforming To Iso 4435 Astm D2729 Including Trims And Fittings) • Storm Drainage Pipes; Downspout, Unplasticized Polyvinyl V. Drawing Requirements

Details: Description Philippine Bidding Documents (as Harmonized With Development Partners) Land Improvement At Art Center Brgy. Nanga, Pototan, Iloilo Bid No. Agr-24-1028-b Iloilo Provincial Government Sixth Edition Table Of Contents Glossary Of Terms, Abbreviations, And Acronyms 4 Section I. Invitation To Bid 7 Section Ii. Instructions To Bidders 9 1. Scope Of Bid 9 2. Funding Information 9 3. Bidding Requirements 9 4. Corrupt, Fraudulent, Collusive, Coercive, And Obstructive Practices 9 5. Eligible Bidders 10 6. Origin Of Associated Goods 10 7. Subcontracts 10 8. Pre-bid Conference 10 9. Clarification And Amendment Of Bidding Documents 10 10. Documents Comprising The Bid: Eligibility And Technical Components 11 11. Documents Comprising The Bid: Financial Component 11 12. Alternative Bids 11 13. Bid Prices 12 14. Bid And Payment Currencies 12 15. Bid Security 12 16. Sealing And Marking Of Bids 12 17. Deadline For Submission Of Bids 12 18. Opening And Preliminary Examination Of Bids 13 19. Detailed Evaluation And Comparison Of Bids 13 20. Post Qualification 13 21. Signing Of The Contract 13 Section Iii. Bid Data Sheet 14 Section Iv. General Conditions Of Contract 16 1. Scope Of Contract 16 2. Sectional Completion Of Works 16 3. Possession Of Site 16 4. The Contractor’s Obligations 16 5. Performance Security 17 6. Site Investigation Reports 17 7. Warranty 17 8. Liability Of The Contractor 17 9. Termination For Other Causes 17 10. Dayworks 18 11. Program Of Work 18 12. Instructions, Inspections And Audits 18 13. Advance Payment 18 14. Progress Payments 18 15. Operating And Maintenance Manuals 18 Section V. Special Conditions Of Contract 19 Section Vi. Specifications 20 Section Vii. Drawings 28 Section Viii. Bill Of Quantities 52 Section Ix. Checklist Of Technical And Financial Documents 55 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 Land Improvement At Art Center, Brgy. Nanga, Pototan, Iloilo Bid No. Agr-24-1028-b The Iloilo Provincial Government, Through The 20% Nta Fy 2023 – Other Land Improvements Intends To Apply The Sum Of Eight Hundred Fifty Thousand Pesos (p850,000.00) Being The Approved Budget For The Contract (abc) To Payments Under The Contract For Agr-24-1028-b For The Land Improvement At Art Center, Brgy. Nanga, Pototan, Iloilo For The Bids Received In Excess Of The Abc Shall Be Automatically Rejected At Bid Opening. The Iloilo Provincial Government Now Invites Bids For The Above Procurement Project. Completion Of The Works Is Required Forty-five (45) 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). 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. 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. 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 One Thousand Pesos (p1,000.00). The Procuring Entity Shall Allow The Bidder To Present Its Proof Of Payment For The Fees In Person. The Iloilo Provincial Government Will Hold A Pre-bid Conference On None. 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 Bids Must Be Duly Received By The Bac Secretariat Through Manual Submission At Bids And Awards Committee Secretariat, 5th Floor, New Iloilo Provincial Capitol, Bonifacio Drive, Iloilo City On Or Before August 6, 2024, 9:00 A.m. Late Bids Shall Not Be Accepted. All Bids Must Be Accompanied By A Bid Security In Any Of The Acceptable Forms And In The Amount Stated In Itb Clause 16. Bid Opening Shall Be 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. Bids Will Be Opened In The Presence Of The Bidders’ Representatives Who Choose To Attend The Activity. 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. 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 You May Visit The Following Websites: For Downloading Of Bidding Documents: Www.iloilo.gov.ph July 18, 2024 Atty. Dennis T. Ventilacion Bac Chairperson Section Ii. Instructions To Bidders Scope Of Bid The Procuring Entity, Iloilo Provincial Government Invites Bids For The Land Improvement At Art Center, Brgy. Nanga, Pototan, Iloilo With Project Identification Number Agr-24-1028-b. The Procurement Project (referred To Herein As “project”) Is For The Construction Of Works, As Described In Section Vi (specifications). Funding Information The Gop Through The Source Of Funding As Indicated Below For 2023 In The Amount Of Eight Hundred Fifty Thousand Pesos (p850,000.00) The Source Of Funding Is: A. 20% Nta Fy 2023 – Other Land Improvements 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. 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. Eligible Bidders Only Bids Of Bidders Found To Be Legally, Technically, And Financially Capable Will Be Evaluated. 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. 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. The Bidders Shall Comply With The Eligibility Criteria Under Section 23.4.2 Of The 2016 Irr Of Ra No. 9184. 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. Subcontracts 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: Subcontracting Is Not Allowed. 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. 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. Documents Comprising The Bid: Eligibility And Technical Components The First Envelope Shall Contain The Eligibility And Technical Documents Of The Bid As Specified In Section Ix. Checklist Of Technical And Financial Documents. 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. 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. 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. 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. Documents Comprising The Bid: Financial Component The Second Bid Envelope Shall Contain The Financial Documents For The Bid As Specified In Section Ix. Checklist Of Technical And Financial Documents. Any Bid Exceeding The Abc Indicated In Paragraph 1 Of The Ib Shall Not Be Accepted. 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. 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. 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. Bid And Payment Currencies 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. Payment Of The Contract Price Shall Be Made In: Philippine Pesos. Bid Security 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. The Bid And Bid Security Shall Be Valid Until December 4, 2024. Any Bid Not Accompanied By An Acceptable Bid Security Shall Be Rejected By The Procuring Entity As Non-responsive. 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. 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. Opening And Preliminary Examination Of Bids 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. The Preliminary Examination Of Bids Shall Be Governed By Section 30 Of The 2016 Revised Irr Of Ra No. 9184. Detailed Evaluation And Comparison Of Bids 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. 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. 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. 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. 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: Road Works/land Improvement 7.1 The Procuring Entity Has Prescribed That Subcontracting Is Not Allowed. 10.3 [specify If Another Contractor License Or Permit Is Required.] 10.4 The Key Personnel Must Meet The Required Minimum Years Of Experience Set Below: Key Personnel General Experience Relevant Experience 1-project Engineer 1 Year 1 Year 10.5 The Minimum Major Equipment Requirements Are The Following: Equipment Capacity Number Of Units Heavy Equipment Prime Mover - 2 Backhoe - 1 Dump Truck - 1 Motorized Road Grader - 1 Vibratory Roller - 1 Water Truck - 1 12 Alternative Bids Are Not Allowed 15.1 The Bid Security Shall Be In The Form Of A Bid Securing Declaration Or Any Of The Following Forms And Amounts: 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; 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 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. 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). Possession Of Site 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. 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. 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. Performance Security 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. 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. 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. Warranty 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. 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. 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. 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. 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. Program Of Work 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. 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. 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. 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. 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. Operating And Maintenance Manuals If Required, The Contractor Will Provide “as Built” Drawings And/or Operating And Maintenance Manuals As Specified In The Scc. 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 Other Structures, Such As Bailey And Wooden Bridges, Shallow Wells, Spring Developments, And Other Similar Structures:] Two (2) 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 Installed Or Constructed 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 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. Specification Scope Of Works The Works Include Furnishing Of Labor, Materials, Tools, Equipment And Other Incidentals Necessary To Complete The Project Such As: Miscellaneous Survey And Staking, Project Billboard/signboard, Mobilization/demobilization, Clearing And Grubbing, Embankment From Roadway Excavation, Embankment From Borrow, Subgrade Preparation, Aggregate Sub-base Course. Part B – Other General Requirements B.1 Mobilization And Demobilization The Work Consists Of The Mobilization And Demobilization Of The Contractor's Forces And Equipment Necessary For Performing The Work Required Under The Contract. It Does Not Include Mobilization And Demobilization For Specific Items Of Work For Which Payment Is Provided Elsewhere In The Contract. Mobilization Will Not Be Considered As Work In Fulfilling The Contract Requirements For Commencement Of Work. B.1.1 Equipment And Material Mobilization Shall Include All Activities And Associated Costs For Transportation Of Contractor's Personnel, Equipment, And Operating Supplies To The Site; Establishment Of Offices, Buildings, And Other Necessary General Facilities For The Contractor's Operations At The Site B.1.2 Demobilization Demobilization Shall Include All Activities And Costs For Transportation Of Personnel, Equipment, And Supplies Not Required Or Included In The Contract From The Site; Including The Disassembly, Removal, And Site Cleanup Of Offices, Buildings, And Other Facilities Assembled On The Site Specifically For This Contract. B.4 - Construction Survey And Staking B.4.1 Description This Item Shall Consist Of Furnishing The Necessary Equipment And Material To Survey, Stake, Calculate, And Record Data For The Control Of Work In Accordance With This Specification And In Conformity With The Lines, Grades And Dimensions Shown On The Plans Or As Established By The Engineer. B.4.2 Construction Requirements B.4.2.1 General Staking Activities Shall Be Included In The Construction Schedule To Be Submitted By The Contractor. Dates And Sequence Of Each Staking Activity Shall Be Included. The Engineer Shall Set Initial Reference Lines, Horizontal And Vertical Control Points, And Shall Furnish The Data For Use In Establishing Control For The Completion Of Each Element Of The Work. Data Relating To Horizontal And Vertical Alignments, Theoretical Slope Stake Catch Points, And Other Design Data Shall Be Furnished. The Contractor Shall Be Responsible For The True Settling Of The Works Or Improvements And For Correctness Of Positions, Levels, Dimensions And Alignment Of All Parts Of The Works. He Shall Provide All Necessary Instruments, Appliances, Materials And Supplies, And Labor In Connection Therewith. The Contractor Shall Provide A Survey Crew Supervisor At The Project Site Whenever Surveying/staking Activity Is In Progress. Prior To Construction, The Engineer Shall Be Notified Of Any Missing Initial Reference Lines, Controls, Points, Or Stakes. The Engineer Shall Reestablish Missing Initial Reference Lines, Controls, Points, Or Stakes. The Contractor For Convenient Use Of Government-furnished Data Shall Perform Additional Calculations. Immediate Notification Of Apparent Errors In The Initial Staking Or In The Furnished Data Shall Be Provided. All Initial Reference And Control Points Shall Be Preserved. At The Start Of Construction, All Destroyed Or Disturbed Initial Reference Or Control Points Necessary To The Work Shall Be Replaced. Before Surveying And Staking, The Contractor Shall Discuss And Coordinate The Following With The Engineer: 1. Surveying And Staking Methods 2. Stake Marking/concrete Monuments 3. Grade Control For Courses Of Material 4. Referencing 5. Structure Control 6. Any Other Procedures And Controls Necessary For The Work Established Controls Shall Be Within The Tolerances Shown In Table 1. Table 1: Construction Survey And Staking Tolerances (1) I Horizontal Vertical Existing Government Network Control Points ±20mm ±8mm X √k ² Local Supplemental Control Points Set From Existing Government Network Points ±10mm ±3mm X √n³ Centerline Points (4) - (pc), (pt), (pot), And (pac) Including References ±10mm ±10mm Other Centerline Points ±50mm ±50mm Cross-section Points And Slope Stakes (5) ±50mm ±50mm Slope Stakes References ±50mm ±50mm Culverts, Ditches, And Minor Drainage Structures ±50mm ±20mm Retaining Walls And Curb And Gutter ±20mm ±10mm Bridge Substructures ±10mm (6) ±10mm Bridge Superstructures ±10mm (6) ±10mm Clearing And Grubbing Limits ±500mm Roadway Subgrade Finish Stakes (7) ±50mm ±10mm Roadway Finish Grade Stakes (7) ±50mm ±10mm (1) At 95% Confidence Level. Tolerances Are Relative To Existing Government Network Control Points. (2) K Is The Distance In Kilometers. (3) N Is The Number Of Instrument Setups. (4) Centerline Points: Pc - Point Of Curve, Pt - Point Of Tangent, Pot - Point On Tangent, Poc - Point On Curve (5) Take The Cross-sections Normal To The Centerline + 1 Degree. (6) Bridge Control Is Established As Local Network And The Tolerances Are Relative To That Network. (7) Include Pave Ditches. The Contractor Shall Prepare Field Notes In An Approved Format. All Field Notes And Supporting Documentation Shall Become The Property Of The Government Upon Completion Of The Work. Work Shall Only Be Started After Staking For The Affected Work Is Accepted. The Construction Survey And Staking Work May Be Spot-checked By The Engineer For Accuracy, And Unacceptable Portions Of Work May Be Rejected. Rejected Work Shall Be Resurveyed, And Work That Is Not Within The Tolerances Specified In Table 1 Shall Be Corrected. Acceptance Of The Construction Staking Shall Not Relieve The Contractor Of Responsibility For Correcting Errors Discovered During The Work And For Bearing All Additional Costs Associated With The Error, Unless Such Error Is Based On Incorrect Data Supplied In Writing By The Engineer, In Which Case, The Expense In Rectifying The Same Shall Be At The Expense Of The Government. In The Case Of "change" Or "changed Conditions" Which Involve Any Change In Stakeout, The Contractor Shall Coordinate With The Engineer And Facilitate The Prompt Reestablishment Of The Field Control For The Altered Or Adjusted Work. All Flagging, Lath, Stakes, And Other Staking Materials Shall Be Removed And Disposed After The Project Is Completed. B.4.2.2 Equipment Survey Instruments And Supporting Equipment Capable Of Achieving The Specified Tolerances Shall Be Furnished. Acceptable Tools, Supplies, And Stakes Of The Type And Quality Normally Used In Highway Survey Work And Suitable For The Intended Use Shall Be Furnished. Stakes And Hubs Of Sufficient Length To Provide A Solid Set In The Ground With Sufficient Surface Area Above Ground For Necessary Legible Markings Shall Also Be Furnished. B.4.2.3 Survey And Staking Requirements All Survey, Staking, Recording Of Data, And Calculations Necessary To Construct The Project From The Initial Layout To Final Completion Shall Be Performed. Stakes Shall Be Reset As Many Times As Necessary To Construct The Work. 1. Control Points Established Initial Horizontal And Vertical Control Points In Conflict With Construction Shall Be Relocated To Areas That Will Not Be Disturbed By Construction Operations. The Coordinates And Elevations For The Relocated Points Shall Be Furnished Before The Initial Points Are Disturbed. 2. Roadway Cross-sections Roadway Cross-sections Shall Be Taken Normal Or Perpendicular To The Centerline. When The Centerline Horizontal Curve Radius Is Less Than Or Equal To 150 Meters And Vertical Parabolic Curve Radius Is Less Than Or Equal To 100 Meters, Cross-sections Shall Be Taken At A Maximum Centerline Spacing Of 10 Meters. When The Centerline Horizontal Curve Radius Is Greater Than 150 Meters And Vertical Parabolic Curve Radius Is Greater Than 100 Meters, Cross-sections Shall Be Taken At Maximum Centerline Spacing Of 20 Meters. Additional Cross-sections Shall Be Taken At Significant Breaks In Topography And At Changes In The Typical Roadway Section Including Transition Change To Super Elevated Sections. Along Each Cross-section, Points Shall Be Measured And Recorded At Breaks In Topography And At Changes In Typical Roadway Section Including Transition Change To Super Elevated Sections And Shall Be No Further Apart Than 5 Meters. Points Shall Be Measured And Recorded To At Least The Anticipated Slope Stake And Reference Locations. All Cross-section Distances Shall Be Reduced To Horizontal Distances From Centerline. 3. Slope Stakes And References Slope Stakes And References Shall Be Set On Both Sides Of Centerline At The Cross-section Locations. Slope Stakes Shall Be Established In The Field As The Actual Point Of Intersection Of The Design Roadway Slope With The Natural Ground Line. Slope Stake References Shall Be Set Outside The Clearing Limits. All Reference Point And Slope Stake Information Shall Be Included On The Reference Stakes. When Initial References Are Provided, Slope Stakes May Be Set From These Points With Verification Of The Slope Stake Location With Field Measurements. Slope Stakes On Any Section That Do Not Match With The Staking Report Within The Tolerances Established In Table 1 Shall Be Reached. Roadway Cross-section Data Shall Be Taken Between Centerline And The New Slope Stake Location. Additional References Shall Be Set Even When The Initial References Are Provided. 4. Clearing And Grubbing Limits Clearing And Grubbing Limits Shall Be Set On Both Sides Of Centerline At Roadway Cross-section Locations, Extending One (1) Meter Beyond The Toe Of The Fill Slopes Or Beyond Rounding Of Cut Slopes As The Case Maybe For The Entire Length Of The Project Unless Otherwise Shown On The Plans Or As Directed By The Engineer. 5. Centerline Reestablishment Centerline Shall Be Reestablished From Instrument Control Points. The Maximum Spacing Between Centerline Points Shall Be 10 Meters When The Centerline Horizontal Curve Radius Is Less Than Or Equal To 150 Meters And Vertical Parabolic Curve Radius Is Less Than Or Equal To 100 Meters. When The Centerline Horizontal Curve Radius Is Greater Than 150 Meters And Vertical Parabolic Curve Radius Is Greater Than 100 Meters, The Maximum Distance Between Centerline Points Shall Be 20meters. 6. Grade Finishing Stakes Grade Finishing Stakes Shall Be Set For Grade Elevations And Horizontal Alignment, At The Centerline And At Each Shoulder Of Roadway Cross-section Locations. Stakes Shall Be Set At The Top Of Sub Grade And The Top Of Each Aggregate Course. Where Turnouts Are Constructed, Stakes Shall Be Set At The Centerline, At Each Normal Shoulder, And At The Shoulder Of The Turnout. In Parking Areas, Hubs Shall Be Set At The Center And Along The Edges Of The Parking Area. Stakes Shall Be Set At All Ditches To Be Paved. The Maximum Longitudinal Spacing Between Stakes Shall Be10 Meters When The Centerline Horizontal Curve Radius Is Less Than Or Equal To 150 Meters And Vertical Parabolic Curve Radius Is Less Than Or Equal To 100 Meters. When The Centerline Horizontal Curve Radius Is Greater Than 150 Meters And Vertical Parabolic Curve Radius Is Greater Than 100 Meters, The Maximum Longitudinal Spacing Between Stakes Shall Be 20meters. The Maximum Transverse Spacing Between Stakes Shall Be 5 Meters. Brushes Or Guard Stakes Shall Be Used At Each Stake. 7. Culverts Culverts Shall Be Staked To Fit Field Conditions. The Location Of Culverts May Differ From The Plans. The Following Shall Be Performed: A. Survey And Record The Ground Profile Along The Culvert Centerline Including Inlet And Outlet Channel Profile Of At Least 10 Meters And As Additionally Directed By The Engineer So As To Gather All Necessary Data For The Preparation Of Pipe Projection Plan. B. Determine The Slope Catch Points At The Inlet And Outlet. C. Set The Reference Points And Record Information Necessary To Determine Culvert Length And End Treatments. D. Plot Into Scale The Profile Along The Culvert Centerline Reflecting The Natural Ground Elevation, Invert Elevation, The Flow Line, The Roadway Section, And The Size, Length And The Degree Of Elbow Of Culvert, End Treatments, Grade And Other Appurtenances. E. Plot Into Scale The Cross-section Of Inlet And Outlet Channel At Not More Than 5 Meters Interval. F. Submit The Plotted Pipe Projection Plan For Approval Of Final Culvert Length, Alignment And Headwall. G. When The Pipe Projection Plan Has Been Approved, Set Drainage Culvert Structure Survey And Reference Stakes, And Stake Inlet And Outlet To Make The Structure Functional. 8. Retaining Walls And Other Types Of Slope Protection Works Profile Measurements Along The Face Of The Proposed Wall And 2 Meters In Front Of The Wall Face Shall Be Surveyed And Recorded. Cross-sections Shall Be Taken Within The Limits Designated By The Engineer At Every 5 Meters Along The Length Of The Wall And All Major Breaks In Terrain. For Each Cross-section, Points Shall Be Measured And Recorded Every 5 Meters And At All Major Breaks In Terrain. Adequate References And Horizontal And Vertical Control Points Shall Be Set. 9. Borrow And Waste Sites The Work Essential For Initial Layout And Measurement Of The Borrow Or Waste Site Shall Be Performed. A Referenced Baseline, Site Limits, And Clearing Limits Shall Be Established. Initial And Final Cross-sections Shall Be Surveyed And Recorded. 10. Permanent Monuments And Markers All Survey And Staking Necessary To Establish Permanent Monuments And Markers Shall Be Performed. 11. Miscellaneous Survey And Staking All Surveying, Staking, And Recording Of Data Essential For Establishing The Layout And Control Of The Following Shall Be Performed, As Applicable: A. Approach Roads And Trails B. Road Right Of Way And Construction Limit In Accordance With The Approved Parcellary Plan. C. Curb And Gutter D. Guardrail E. Parking Areas F. Paved Waterways And Outfall Structures G. Lined Canals And Other Ditches H. Chutes And Spillways I. Turf Establishment J. Utilities K. Signs, Delineators, And Object Markers I. Pavement Markings B.4.3 Method Of Measurement Construction Survey And Staking Shall Be Measured By The Kilometer. Slope, Reference, And Clearing And Grubbing Stakes Shall Be Measured By The Kilometer. Centerline Establishment Shall Be Measured By The Kilometer. Centerline Reestablishment Shall Be Measured Only One Time. Culvert Survey And Staking Shall Be Measured By The Each. Grade Finishing Stakes Shall Be Measured By The Kilometer. Subgrade Shall Be Measured One Time And Each Aggregate Course Shall Also Be Measured One Time. Permanent Monuments And Markers Shall Be Measured By Each Unit Placed And Installed At The Proper Locations. Miscellaneous Survey And Staking Shall Be Measured By The Hour Of Survey Work Ordered Or By The Lump Sum. For Miscellaneous Survey And Staking Paid By The Hour, The Minimum Survey Crew Size Shall Be 2 Persons. Time Spent In Making Preparations, Travelling To And From The Project Site, Performing Calculations, Plotting Cross Sections And Other Data, Processing Computer Data, And Other Efforts Necessary To Successfully Accomplish Construction Survey And Staking Shall Not Be Measured Separately But Deemed Included As Subsidiary For Each Of The Pay Item. 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: Tarpaulin, White, 8ft X 8ft (coa) And 4ft X 8ft (pao): Resolution: 70 Dpi; Font: Helvetica; Font Size: Main Information – 3”; Sub-information – 1”; Font Color: Black; Suitable Frame: Rigid Wood Or Steel Frame With Post; And, 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 And Shall Be Measured For Payment. Basis Of Payment Payment Shall Be In Accordance With All The Cost Associated With The Compliance Of This Specification And Shall Be Included In The Contractor’s Bid Price. No Additional Or Separate Payment Will Be Made In This Regard As Well As For The Maintenance Of The Billboard. Pay Item Number Description Unit Of Measurement B.5 Project Billboard Each Part C – Earthwork Item 100 – Clearing And Grubbing 100.1 Description This Item Shall Consist Of Clearing, Grubbing, Removing And Disposing All Vegetation And Debris As Designated In The Contract, Except Those Objects That Are Designated To Remain In Place Or Are To Be Removed In Consonance With Other Provisions Of This Specification. The Work Shall Also Include The Preservation From Injury Or Defacement Of All Objects Designated To Remain. 100.2 Construction Requirements 100.2.1 General The Engineer Will Establish The Limits Of Work And Designate All Trees, Shrubs, Plants And Other Things To Remain. The Contractor Shall Preserve All Objects Designated To Remain. Paint Required For Cut Or Scarred Surface Of Trees Or Shrubs Selected For Retention Shall Be An Approved Asphaltum Base Paint Prepared Especially For Tree Surgery. Clearing Shall Extend One (1) Meter Beyond The Toe Of The Fill Slopes Or Beyond Rounding Of Cut Slopes As The Case Maybe For The Entire Length Of The Project Unless Otherwise Shown On The Plans Or As Directed By The Engineer And Provided It Is Within The Right Of Way Limits Of The Project, With The Exception Of Trees Under The Jurisdiction Of The Forest Management Bureau (fmb). 100.2.2 Clearing And Grubbing All Surface Objects And All Trees, Stumps, Roots And Other Protruding Obstructions, Not Designated To Remain, Shall Be Cleared And/or Grubbed, Including Mowing As Required, Except As Provided Below: (1) Removal Of Undisturbed Stumps And Roots And Nonperishable Solid Objects With A Minimum Depth Of One (1) Meter Below Subgrade Or Slope Of Embankment Will Not Be Required. (2) In Areas Outside Of The Grading Limits Of Cut And Embankment Areas, Stumps And Nonperishable Solid Objects Shall Be Cut Off Not More Than 150 Mm (6 Inches) Above The Ground Line Or Low Water Level. (3) In Areas To Be Rounded At The Top Of Cut Slopes, Stumps Shall Be Cut Off Flush With Or Below The Surface Of The Final Slope Line. (4) Grubbing Of Pits, Channel Changes And Ditches Will Be Required Only To The Depth Necessitated By The Proposed Excavation Within Such Areas. (5) In Areas Covered By Cogon/talahib, Wild Grass And Other Vegetations, Top Soil Shall Be Cut To A Maximum Depth Of 150 Mm Below The Original Ground Surface Or As Designated By The Engineer, And Disposed Outside The Clearing And Grubbing Limits As Indicated In The Typical Roadway Section. Except In Areas To Be Excavated, Stump Holes And Other Holes From Which Obstructions Are Removed Shall Be Backfilled With Suitable Material And Compacted To The Required Density. If Perishable Material Is Burned, It Shall Be Burned Under The Constant Care Of Component Watchmen At Such Times And In Such A Manner That The Surrounding Vegetation, Other Adjacent Property, Or Anything Designated To Remain On The Right Of Way Will Not Be Jeopardized. If Permitted, Burning Shall Be Done In Accordance With Applicable Laws, Ordinances, And Regulation. The Contractor Shall Use High Intensity Burning Procedures, (i.e., Incinerators, High Stacking Or Pit And Ditch Burning With Forced Air Supplements) That Produce Intense Burning With Little Or No Visible Smoke Emission During The Burning Process. At The Conclusion Of Each Burning Session, The Fire Shall Be Completely Extinguished So That No Smoldering Debris Remains. In The Event That The Contractor Is Directed By The Engineer Not To Start Burning Operations Or To Suspend Such Operations Because Of Hazardous Weather Conditions, Material To Be Burned Which Interferes With Subsequent Construction Operations Shall Be Moved By The Contractor To Temporary Locations Clear Of Construction Operations And Later, If Directed By The Engineer, Shall Be Placed On A Designated Spot And Burned. Materials And Debris Which Cannot Be Burned And Perishable Materials May Be Disposed Off By Methods And At Locations Approved By The Engineer, On Or Off The Project. If Disposal Is By Burying, The Debris Shall Be Placed In Layers With The Material So Disturbed To Avoid Nesting. Each Layer Shall Be Covered Or Mixed With Earth Material By The Land-fill Method To Fill All Voids. The Top Layer Of Material Buried Shall Be Covered With At Least 300 Mm (12 Inches) Of Earth Or Other Approved Material And Shall Be Graded, Shaped And Compacted To Present A Pleasing Appearance. If The Disposal Location Is Off The Project, The Contractor Shall Make All Necessary Arrangements With Property Owners In Writing For Obtaining Suitable Disposal Locations Which Are Outside The Limits Of View From The Project. The Cost Involved Shall Be Included In The Unit Bid Price. A Copy Of Such Agreement Shall Be Furnished To The Engineer. The Disposal Areas Shall Be Seeded, Fertilized And Mulched At The Contractor’s Expense. Woody Material May Be Disposed Off By Chipping. The Wood Chips May Be Used For Mulch, Slope Erosion Control Or May Be Uniformly Spread Over Selected Areas As Directed By The Engineer. Wood Chips Used As Mulch For Slope Erosion Control Shall Have A Maximum Thickness Of 12 Mm (1/2 Inch) And Faces Not Exceeding 3900 Mm2 (6 Square Inches) On Any Individual Surface Area. Wood Chips Not Designated For Use Under Other Sections Shall Be Spread Over The Designated Areas In Layers Not To Exceed 75 Mm (3 Inches) Loose Thickness. Diseased Trees Shall Be Buried Or Disposed Off As Directed By The Engineer. All Merchantable Timber In The Clearing Area Which Has Not Been Removed From The Right Of Way Prior To The Beginning Of Construction, Shall Become The Property Of The Contractor, Unless Otherwise Provided. Low Hanging Branches And Unsound Or Unsightly Branches On Trees Or Shrubs Designated To Remain Shall Be Trimmed As Directed. Branches Of Trees Extending Over The Roadbed Shall Be Trimmed To Give A Clear Height Of 6 M (20 Feet) Above The Roadbed Surface. All Trimming Shall Be Done By Skilled Workmen And In Accordance With Good Tree Surgery Practices. Timber Cut Inside The Area Staked For Clearing Shall Be Felled Within The Area To Be Cleared. 100.2.3 Individual Removal Of Trees Or Stumps Individual Trees Or Stumps Designated By The Engineer For Removal And Located In Areas Other Than Those Established For Clearing And Grubbing And Roadside Cleanup Shall Be Removed And Disposed Off As Specified Under Subsection 100.2.2 Except Trees Removed Shall Be Cut As Nearly Flush With The Ground As Practicable Without Removing Stumps. 100.3 Method Of Measurement Measurement Will Be By One Or More Of The Following Alternate Methods: 1. Area Basis. The Work To Be Paid For Shall Be The Number Of Hectares And Fractions Thereof Acceptably Cleared And Grubbed Within The Limits Indicated On The Plans Or As May Be Adjusted In Field Staking By The Engineer. Areas Not Within The Clearing And Grubbing Limits Shown On The Plans Or Not Staked For Clearing And Grubbing Will Not Be Measured For Payment. 2. Lump-sum Basis. When The Bill Of Quantities Contains A Clearing And Grubbing Lump-sum Item, No Measurement Of Area Will Be Made For Such Item. 3. Individual Unit Basis (selective Clearing). The Diameter Of Trees Will Be Measured At A Height Of 1.4 M (54 Inches) Above The Ground. Trees Less Than 150 Mm (6 Inches) In Diameter Will Not Be Measured For Payment. When Bill Of Quantities Indicates Measurement Of Trees By Individual Unit Basis, The Units Will Be Designated And Measured In Accordance With The Following Schedule Of Sizes: Diameter At Height Of 1.4 M Pay Item Designation Over 150 Mm To 900 Mm Small Over 900 Mm Large 100.4 Basis Of Payment The Accepted Quantities, Measured As Prescribed In Section 100.3, Shall Be Paid For At The Contract Unit Price For Each Of The Pay Items Listed Below That Is Included In The Bill Of Quantities, Which Price And Payment Shall Be Full Compensation For Furnishing All Labor, Equipment, Tools And Incidentals Necessary To Complete The Work Prescribed In This Item. Payment Will Be Made Under: Pay Item Number Description Unit Of Measurement 100 (1) Clearing And Grubbing Hectare 100 (2) Clearing And Grubbing Lump Sum 100 (3) Individual Removal Of Trees, Small Each 100 (4) Individual Removal Of Trees, Large Each Item 102 - Excavation 102.1 Description This Item Shall Consist Of Roadway Drainage And Borrow Excavation, And The Disposal Of Material In Accordance With This Specification And In Conformity With The Lines, Grades And Dimensions Shown On The Plans Or Established By The Engineer. 102.1.1 Roadway Excavation Roadway Excavation Will Include Excavation And Grading For Roadways, Parking Areas, Intersections, Approaches, Slope Rounding, Benching, Waterways And Ditches; Removal Of Unsuitable Material From The Roadbed And Beneath Embankment Areas; And Excavating Selected Material Found In The Roadway As Ordered By The Engineer For Specific Use In The Improvement. Roadway Excavation Will Be Classified As "unclassified Excavation", "rock Excavation", "common Excavation", Or "muck Excavation" As Indicated In The Bill Of Quantities And Hereinafter Described. (1) Unclassified Excavation. Unclassified Excavation Shall Consist Of The Excavation And Disposal Of All Materials Regardless Of Its Nature, Not Classified And Included In The Bill Of Quantities Under Other Pay Items. (2) Rock Excavation. Rock Excavation Shall Consist Of Excavation Of Igneous, Sedimentary And Metamorphic Rocks Which Cannot Be Excavated Without Blasting Or The Use Of Rippers, And All Boulders Or Other Detached Stones Each Having A Volume Of 1 Cubic Meter Or More As Determined By Physical Measurements Or Visually By The Engineer. (3) Common Excavation. Common Excavations Shall Consist Of All Excavation Not Included In The Bill Of Quantities Under "rock Excavation" Or Other Pay Items. (4) Muck Excavation. Muck Excavation Shall Consist Of The Removal And Disposal Of Deposits Of Saturated Or Unsaturated Mixtures Of Soils And Organic Matter Not Suitable For Foundation Materials Regardless Of Moisture Content. 102.1.2 Borrow Excavation Borrow Excavation Shall Consist Of The Excavation And Utilization Of Approved Materials Required For The Construction Of Embankments Or For Other Portions Of The Work, And Shall Be Obtained From Approved Sources, In Accordance With Clause 61, Standard Specifications For Public Works And Highways, Volume I And The Following: Borrow, Case 1 Borrow Case 1 Will Consist Of Material Obtained From Sources Designated On The Plans Or In The Special Provisions. Borrow, Case 2 Borrow Case 2 Will Consist Of Material Obtained From Sources Provided By The Contractor. The Material Shall Meet The Quality Requirements Determined By The Engineer Unless Otherwise Provided In The Contract. 102.2 Construction Requirements 102.2.1 General When There Is Evidence Of Discrepancies On The Actual Elevations And That Shown On The Plans, A Pre-construction Survey Referred To The Datum Plane Used In The Approved Plan Shall Be Undertaken By The Contractor Under The Control Of The Engineer To Serve As Basis For The Computation Of The Actual Volume Of The Excavated Materials. All Excavations Shall Be Finished To Reasonably Smooth And Uniform Surfaces. No Materials Shall Be Wasted Without Authority Of The Engineer. Excavation Operations Shall Be Conducted So That Material Outside Of The Limits Of Slopes Will Not Be Disturbed. Prior To Excavation, All Necessary Clearing And Grubbing In That Area Shall Have Been Performed In Accordance With Item 100, Clearing And Grubbing. 102.2.2 Conservation Of Topsoil Where Provided For On The Plans Or In The Special Provisions, Suitable Topsoil Encountered In Excavation And On Areas Where Embankment Is To Be Placed Shall Be Removed To Such Extent And To Such Depth As The Engineer May Direct. The Removed Topsoil Shall Be Transported And Deposited In Storage Piles At Locations Approved By The Engineer. . The Topsoil Shall Be Completely Removed To The Required Depth From Any Designated Area Prior To The Beginning Of Regular Excavation Or Embankment Work In The Area And Shall Be Kept Separate From Other Excavated Materials For Later Use. 102.2.3 Utilization Of Excavated Materials All Suitable Materials Removed From The Excavation Shall Be Used In The Formation Of The Embankment, Subgrade, Shoulders, Slopes, Bedding, And Backfill For Structures, And For Other Purposes Shown On The Plans Or As Directed. The Engineer Will Designate As Unsuitable Those Soils That Cannot Be Properly Compacted In Embankments. All Unsuitable Materials Shall Be Disposed Of As Shown On The Plans Or As Directed Without Delay To The Contractor. Only Approved Materials Shall Be Used In The Construction Of Embankments And Backfills. All Excess Materials, Including Rock And Boulders That Cannot Be Used In Embankments Shall Be Disposed Of As Directed. Materials Encountered In The Excavation And Determined By The Engineer As Suitable For Topping, Road Finishing, Slope Protection, Or Other Purposes Shall Be Conserved And Utilized As Directed By The Engineer. Borrow Materials Shall Not Be Placed Until After The Readily Accessible Materials From Roadway Excavation Has Been Placed In The Fill, Unless Otherwise Permitted Or Directed By The Engineer. If The Contractor Places More Borrow Than Is Required And Thereby Causes A Waste Of Excavation, The Amount Of Such Waste Will Be Deducted From The Borrow Volume. 102.2.4 Prewatering Excavation Areas And Borrow Pits May Be Prewatered Before Excavating The Material. When Prewatering Is Used, The Areas To Be Excavated Shall Be Moistened To The Full Depth, From The Surface To The Bottom Of The Excavation. The Water Shall Be Controlled So That The Excavated Material Will Contain The Proper Moisture To Permit Compaction To The Specified Density With The Use Of Standard Compacting Equipment. Prewatering Shall Be Supplemented Where Necessary, By Truck Watering Units, To Ensure That The Embankment Material Contains The Proper Moisture At The Time Of Compaction. The Contractor Shall Provide Drilling Equipment Capable Of Suitably Checking The Moisture Penetration To The Full Depth Of The Excavation. 102.2.5 Presplitting Unless Otherwise Provided In The Contract, Rock Excavation Which Requires Drilling And Shooting Shall Be Presplit. Presplitting To Obtain Faces In The Rock And Shale Formations Shall Be Performed By: (1) Drilling Holes At Uniform Intervals Along The Slope Lines, (2) Loading And Stemming The Holes With Appropriate Explosives And Stemming Material, And (3) Detonating The Holes Simultaneously. Prior To Starting Drilling Operations For Presplitting, The Contractor Shall Furnish The Engineer A Plan Outlining The Position Of All Drill Holes Depth Of Drilling, Type Of Explosives To Be Used, Loading Pattern And Sequence Of Firing. The Drilling And Blasting Plan Are For Record Purposes Only And. Will Not Absolve The Contractor Of His Responsibility For Using Proper Drilling And Blasting Procedures. Controlled Blasting Shall Begin With A Short Test Section Of A Length Approved By The Engineer. The Test Section Shall Be Presplit, Production Drilled And Blasted And Sufficient Material Excavated Whereby The Engineer Can Determine If The Contractor’s Methods Are Satisfactory. The Engineer May Order Discontinuance Of The Presplitting When He Determines That The Materials Encountered Have Become Unsuitable For Being Presplit. The Holes Shall Be Charged With Explosives Of The Size, Kind, Strength, And At The Spacing Suitable For The Formations Being Presplit, And With Stemming Material Which Passes A 9.5 Mm Standard Sieve And Which Has The Qualities For Proper Confinement Of The Explosives. The Finished Presplit Slope Shall Be Reasonably Uniform And Free Of Loose Rock. Variance From The True Plane Of The Excavated Backs Lope Shall Not Exceed 300 Mm; However, Localized Irregularities Or Surface Variations That Do Not Constitute A Safety Hazard Or An Impairment To Drainage Courses Or Facilities Will Be Permitted. A Maximum Offset Of 600 Mm Will Be Permitted For A Construction Working Bench At The Bottom Of Each Lift For Use In Drilling The Next Lower Presplitting Pattern. 102.2.6 Excavation Of Ditches, Gutters, Etc. All Materials Excavated From Side Ditches And Gutters, Channel Changes, Irrigation Ditches, Inlet And Outlet Ditches, Toe Ditches, Furrow Ditches And Such Other Ditches As May Be Designated On The Plans Or Staked' By The Engineer, Shall Be Utilized As Provided In Subsection 102.2.3. Ditches Shall Conform To The Slope, Grade, And Shape Of The Required Cross-section, With No Projections Of Roots, Stumps, Rock, Or Similar Matter. The Contractor Shall Maintain And Keep Open And Free From Leaves, Sticks, And Other Debris All Ditches Dug By Him Until Final Acceptance Of The Work. Furrow Ditches Shall Be Formed By Plowing A Continuous Furrow Along The Line Staked By The Engineer. Methods Other Than Plowing May Be Used If Acceptable To The Engineer. The Ditches Shall Be Cleaned Out By Hand Shovel Work, By Ditcher, Or By Some Other Suitable Method, Throwing All Loose Materials On The Downhill Side So That The Bottom Of The Finished Ditch Shall Be Approximately 450 Mm Below The Crest Of The Loose Material Piled On The Downhill Side. Hand Finish Will Not Be Required, But The Flow Lines Shall Be In Satisfactory Shape To Provide Drainage Without Overflow. 102.2.7 Excavation Of Roadbed Level Rock Shall Be Excavated To A Depth Of 150 Mm Below Subgrade Within The Limits Of The Roadbed, And The Excavation Backfilled With Material Designated On The Plans Or Approved By The Engineer And Compacted To The Required Density. When Excavation Methods Employed By The Contractor Leave Undrained Pockets In The Rock Surface, The Contractor Shall At His Own Expense, Properly Drain Such Depressions Or When Permitted By The Engineer Fill The Depressions With Approved Impermeable Material. Material Below Subgrade, Other Than Solid Rock Shall Be Thoroughly Scarified To A Depth Of 150 Mm And The Moisture Content Increased Or Reduced, As Necessary, To Bring The Material Throughout This 150 Mm Layer To The Moisture Content Suitable For Maximum Compaction. This Layer Shall Then Be Compacted In Accordance With Subsection 104.3.3. 102.2.8 Borrow Areas The Contractor Shall Notify The Engineer Sufficiently In Advance Of Opening Any Borrow Areas So That Cross-section Elevations And Measurements Of The Ground Surface After Stripping May Be Taken, And The Borrow Material Can Be Tested Before Being Used. Sufficient Time For Testing The Borrow Material Shall Be Allowed. All Borrow Areas Shall Be Bladed And Left In Such Shape As To Permit Accurate Measurements After Excavation Has Been Completed. The Contractor Shall Not Excavate Beyond The Dimensions And Elevations Established, And No Material Shall Be Removed Prior To The Staking Out And Cross-sectioning Of The Site. The Finished Borrow Areas Shall Be Approximately True To Line And Grade Established And Specified And Shall Be Finished, As Prescribed In Clause 61, Standard Specifications For Public Works And Highways, Volume 1. When Necessary To Remove Fencing, The Fencing Shall Be Replaced In At Least As Good Condition As It Was Originally. The Contractor Shall Be Responsible For The Confinement Of Livestock When A Portion Of The Fence Is Removed. 102.2.9 Removal Of Unsuitable Material Where The Plans Show The Top Portion Of The Roadbed To Be Selected Topping, All Unsuitable Materials Shall Be Excavated To The Depth Necessary For Replacement Of The Selected Topping To The Required Compacted Thickness. Where Excavation To The Finished Graded Section Results In A Subgrade Or Slopes Of Unsuitable Soil, The Engineer May Require The Contractor To Remove The Unsuitable Material And Backfill To The Finished Graded Section With Approved Material. The Contractor Shall Conduct His Operations In Such A Way That The Engineer Can Take The Necessary Cross-sectional Measurements Before The Backfill Is Placed. The Excavation Of Muck Shall Be Handled In A Manner That Will Not Permit The Entrapment Of Muck Within The Backfill. The Material Used For Backfilling Up To The Ground Line Or Water Level, Whichever Is Higher, Shall Be Rock Or Other Suitable Granular Material Selected From The Roadway Excavation, If Available. If Not Available, Suitable Material Shall Be Obtained From Other Approved Sources. Unsuitable Material Removed Shall Be Disposed Of In Designated Areas Shown On The Plans Or Approved By The Engineer. 102.3 Method Of Measurement The Cost Of Excavation Of Material Which Is Incorporated In The Works Or In Other Areas Of Fill Shall Be Deemed To Be Included In The Items Of Work Where The Material Is Used. Measurement Of Unsuitable Or Surplus Material Shall Be The Net Volume In Its Original Position. For Measurement Purposes, Surplus Suitable Material Shall Be Calculated As The Difference Between The Net Volumes Of Suitable Material Required To Be Used In Embankment Corrected By Applying Shrinkage Factor Or A Swell Factor In Case Of Rock Excavation, Determined By Laboratory Tests To Get Its Original Volume Measurement, And The Net Volume Of Suitable Material From Excavation In The Original Position. Separate Pay Items Shall Be Provided For Surplus Common, Unclassified And Rock Material. The Contractor Shall Be Deemed To Have Included In The Contract Unit Prices All Costs Of Obtaining Land For The Disposal Of Unsuitable Or Surplus Material. Item 103 - Structure Excavation 103.1 Description This Item Shall Consist Of The Necessary Excavation For Foundation Of Bridges, Culverts, Underdrains, And Other Structures Not Otherwise Provided For In The Specifications. Except As Otherwise Provided For Pipe Culverts, The Backfilling Of Completed Structures And The Disposal Of All Excavated Surplus Materials, Shall Be In Accordance With These Specifications And In Reasonably Close Conformity With The Plans Or As Established By The Engineer. This Item Shall Include Necessary Diverting Of Live Streams, Bailing, Pumping, Draining, Sheeting, Bracing, And The Necessary Construction Of Cribs And Cofferdams, And Furnishing The Materials Therefore, And The Subsequent Removal Of Cribs And Cofferdams And The Placing Of All Necessary Backfill. It Shall Also Include The Furnishing And Placing Of Approved Foundation Fill Material To Replace Unsuitable Material Encountered Below The Foundation Elevation Of Structures. No Allowance Will Be Made For Classification Of Different Types Of Material Encountered. 103.2 Construction Requirements 103.2.1 Clearing And Grubbing Prior To Starting Excavation Operations In Any Area, All Necessary Clearing And Grubbing In That Area Shall Have Been Performed In Accordance With Item 100, Clearing And Grubbing. 103.2.2 Excavation (1) General, All Structures. The Contractor Shall Notify The Engineer Sufficiently In Advance Of The Beginning Of Any Excavation So That Cross-sectional Elevations And Measurements May Be Taken On The Undisturbed Ground. The Natural Ground Adjacent To The Structure Shall Not Be Disturbed Without Permission Of The Engineer. Trenches Or Foundation Pits For Structures Or Structure Footings Shall Be Excavated To The Lines And Grades Or Elevations Shown On The Plans Or As Staked By The Engineer. They Shall Be Of Sufficient Size To Permit The Placing Of Structures Or Structure Footings Of The Full Width And Length Shown. The Elevations Of The Bottoms Of Footings, As Shown On The Plans, Shall Be Considered As Approximate Only And The Engineer May Order, In Writing, Such Changes In Dimensions Or Elevations Of Footings As May Be Deemed Necessary, To Secure A Satisfactory Foundation. Boulders, Logs, And Other Objectionable Materials Encountered In Excavation Shall Be Removed. After Each Excavation Is Completed, The Contractor Shall Notify The Engineer To That Effect And No Footing, Bedding Material Or Pipe Culvert Shall Be Placed Until The Engineer Has Approved The Depth Of Excavation And The Character Of The Foundation Material. (2) Structures Other Than Pipe Culverts. All Rock Or Other Hard Foundation Materials Shall Be Cleaned Of All Loose Materials, And Cut To A Firm Surface, Either Level, Stepped, Or Serrated As Directed By The Engineer. All Seams Or Crevices Shall Be Cleaned And Grouted. All Loose And Disintegrated Rocks And Thin Strata Shall Be Removed. When The Footing Is To Rest On Material Other Than Rock, Excavation To Final Grade Shall Not Be Made Until Just Before The Footing Is To Be Placed. When The Foundation Material Is Soft Or Mucky Or Otherwise Unsuitable, As Determined By The Engineer, The Contractor Shall Remove The Unsuitable Material And Backfill With Approved Granular Material. This Foundation Fill Shall Be Placed And Compacted In 150 Mm Layers Up To The Foundation Elevation. When Foundation Piles Are Used, The Excavation Of Each Pit Shall Be Completed Before The Piles Are Driven And Any Placing Of Foundation Fill Shall Be Done After The Piles Are Driven. After The Driving Is Completed, All Loose And Displaced Materials Shall Be Removed, Leaving A Smooth, Solid Bed To Receive The Footing. (3) Pipe Culverts. The Width Of The Pipe Trench Shall Be Sufficient To Permit Satisfactory Jointing Of The Pipe And Thorough Tamping Of The Bedding Material Under And Around The Pipe. Where Rock, Hardpan, Or Other Unyielding Material Is Encountered, It Shall Be Removed Below The Foundation Grade For A Depth Of At Least 300 Mm Or 4 Mm For Each 100 Mm Of Fill Over The Top Of Pipe, Whichever Is Greater, But Not To Exceed Three-quarters Of The Vertical Inside Diameter Of The Pipe. The Width Of The Excavation Shall Be At Least 300 Mm Greater Than The Horizontal Outside Diameter Of The Pipe. The Excavation Below Grade Shall Be Backfilled With Selected Fine Compressible Material, Such As Silty Clay Or Loam, And Lightly Compacted In Layers Not Over 150 Mm In Uncompacted Depth To Form A Uniform But Yielding Foundation. Where A Firm Foundation Is Not Encountered At The Grade Established, Due To Soft, Spongy, Or Other Unstable Soil, Such Unstable Soil Under The Pipe And For A Width Of At Least One Diameter On Each Side Of The Pipe Shall Be Removed To The Depth Directed By The Engineer And Replaced With Approved Granular Foundation Fill Material Properly Compacted To Provide Adequate Support For The Pipe, Unless Other Special Construction Methods Are Called For On The Plans. The Foundation Surface Shall Provide A Firm Foundation Of Uniform Density Throughout The Length Of The Culvert And If Directed By The Engineer, Shall Be Cambered In The Direction Parallel To The Pipe Centerline. Where Pipe Culverts Are To Be Placed In Trenches Excavated In Embankments, The Excavation Of Each Trench Shall Be Performed After The Embankment Has Been Constructed To A Plane Parallel To The Proposed Profile Grade And To Such Height Above The Bottom Of The Pipe As Shown On The Plans Or Directed By The Engineer. 103.2.3 Utilization Of Excavated Materials All Excavated Materials, So Far As Suitable, Shall Be Utilized As Backfill Or Embankment. The Surplus Materials Shall Be Disposed Of In Such Manner As Not To Obstruct The Stream Or Otherwise Impair The Efficiency Or Appearance Of The Structure. No Excavated Materials Shall Be Deposited At Any Time So As To Endanger The Partly Finished Structure. 103.2.4 Cofferdams Suitable And Practically Watertight Cofferdams Shall Be Used Wherever Water-bearing Strata Are Encountered Above The Elevation Of The Bottom Of The Excavation. If Requested, The Contractor Shall Submit Drawings Showing His Proposed Method Of Cofferdam Construction, As Directed By The Engineer. Cofferdams Or Cribs For Foundation Construction Shall In General, Be Carried Well Below The Bottoms Of The Footings And Shall Be Well Braced And As Nearly Watertight As Practicable. In General, The Interior Dimensions Of Cofferdams Shall Be Such As To Give Sufficient Clearance For The Construction Of Forms And The Inspection Of Their Exteriors, And To Permit Pumping Outside Of The Forms. Cofferdams Or Cribs Which Are Tilted Or Moved Laterally During The Process Of Sinking Shall Be Righted Or Enlarged So As To Provide The Necessary Clearance. When Conditions Are Encountered Which, As Determined By The Engineer, Render It Impracticable To Dewater The Foundation Before Placing The Footing, The Engineer May Require The Construction Of A Concrete Foundation Seal Of Such Dimensions As He May Consider Necessary, And Of Such Thickness As To Resist Any Possible Uplift. The Concrete For Such Seal Shall Be Placed As Shown On The Plans Or Directed By The Engineer. The Foundation Shall Then Be Dewatered And The Footing Placed. When Weighted Cribs Are Employed And The Mass Is Utilized To Overcome Partially The Hydrostatic Pressure Acting Against The Bottom Of The Foundation Seal, Special Anchorage Such As Dowels Or Keys Shall Be Provided To Transfer The Entire Mass Of The Crib To The Foundation Seal. When A Foundation Seal Is Placed Under Water, The Cofferdams Shall Be Vented Or Ported At Low Water Level As Directed. Cofferdams Shall Be Constructed So As To Protect Green Concrete Against Damage From Sudden Rising Of The Stream And To Prevent Damage To The Foundation By Erosion. No Timber Or Bracing Shall Be Left 30 In Cofferdams Or Cribs In Such A Way As To Extend Into Substructure Masonry, Without Written Permission From The Engineer. Any Pumping That May Be Permitted From The Interior Of Any Foundation Enclosure Shall Be Done In Such A Manner As To Preclude The Possibility Of Any Portion Of The Concrete Material Being Carried Away. Any Pumping Required During The Placing Of Concrete, Or For A Period Of At Least 24 Hours Thereafter, Shall Be Done From A Suitable Sump Located Outside The Concrete Forms. Pumping To Dewater A Sealed Cofferdam Shall Not Commence Until The Seal Has Set Sufficiently To Withstand The Hydrostatic Pressure. Unless Otherwise Provided, Cofferdams Or Cribs, With All Sheeting And Bracing Involved Therewith, Shall Be Removed By The Contractor After The Completion Of The Substructure. Removal Shall Be Affected In Such Manner As Not To Disturb Or Mar Finished Masonry. 103.2.5 Preservation Of Channel Unless Otherwise Permitted, No Excavation Shall Be Made Outside Of Caissons, Cribs, Cofferdams, Or Sheet Piling, And The Natural Stream Bed Adjacent To Structure Shall Not Be Disturbed Without Permission From The Engineer. If Any Excavation Or Dredging Is Made At The Side Of The Structure Before Caissons, Cribs, Or Cofferdams Are Sunk In Place, The Contractor Shall, After The Foundation Base Is In Place, Backfill All Such Excavations To The Original Ground Surface Or Stream Bed With Material Satisfactory To The Engineer. 103.2.6 Backfill And Embankment For Structures Other Than Pipe Culverts Excavated Areas Around Structures Shall Be Backfilled With Free Draining Granular Material Approved By The Engineer And Placed In Horizontal Layers Not Over 150 Mm In Thickness, To The Level Of The Original Ground Surface. Each Layer Shall Be Moistened Or Dried As Required And Thoroughly Compacted With Mechanical Tampers. In Placing Backfills Or Embankment, The Material Shall Be Placed Simultaneously In So Far As Possible To Approximately The Same Elevation On Both Sides Of An Abutment, Pier, Or Wall. If Conditions Require Placing Backfill Or Embankment Appreciably Higher On One Side Than On The Opposite Side, The Additional Material On The Higher Side Shall Not Be Placed Until The Masonry Has Been In Place For 14 Days, Or Until Tests Made By The Laboratory Under The Supervision Of The Engineer Establishes That The Masonry Has Attained Sufficient Strength To Withstand Any Pressure Created By The Methods Used And Materials Placed Without Damage Or Strain Beyond A Safe Factor. Backfill Or Embankment Shall Not Be Placed Behind The Walls Of Concrete Culverts Or Abutments Or Rigid Frame Structures Until The Top Slab Is Placed And Cured. Backfill And Embankment Behind Abutments Held At The Top By The Superstructure, And Behind The Sidewalls Of Culverts, Shall Be Carried Up Simultaneously Behind Opposite Abutments Or Sidewalls. All Embankments Adjacent To Structures Shall Be Constructed In Horizontal Layers And Compacted As Prescribed In Subsection 104.3.3 Except That Mechanical Tampers May Be Used For The Required Compaction. Special Care Shall Be Taken To Prevent Any Wedging Action Against The Structure, And Slopes Bounding Or Within The Areas To Be Filled Shall Be Benched Or Serrated To Prevent Wedge Action. The Placing Of Embankment And The Benching Of Slopes Shall Continue In Such A Manner That At All Times There Will Be Horizontal Berm Of Thoroughly Compacted Material For A Distance At Least Equal To The Height Of The Abutment Or Wall To Be Backfilled Against Except Insofar As Undisturbed Material Obtrudes Upon The Area. Broken Rock Or Coarse Sand And Gravel Shall Be Provided For A Drainage Filter At Weepholes As Shown On The Plans. 103.2.7 Bedding, Backfill, And Embankment For Pipe Culverts Bedding, Backfill And Embankment For Pipe Culverts Shall Be Done In Accordance With Item 500, Pipe Culverts And Storm Drains. 103.3 Method Of Measurement 103.3.1 Structure Excavation The Volume Of Excavation To Be Paid For Will Be The Number Of Cubic Meters Measured In Original Position Of Material Acceptably Excavated In Conformity With The Plans Or As Directed By The Engineer, But In No Case, Except As Noted, Will Any Of The Following Volumes Be Included In The Measurement For Payment: (1) The Volume Outside Of Vertical Planes 450 Mm Outside Of And Parallel To The Neat Lines Of Footings And The Inside Walls Of Pipe And Pipe-arch Culverts At Their Widest Horizontal Dimensions. (2) The Volume Of Excavation For Culvert And Sections Outside The Vertical Plane For Culverts Stipulated In (1) Above. (3) The Volume Outside Of Neat Lines Of Underdrains As Shown On The Plans, And Outside The Limits Of Foundation Fill As Ordered By The Engineer. (4) The Volume Included Within The Staked Limits Of The Roadway Excavation, Contiguous Channel Changes, Ditches, Etc., For Which Payment Is Otherwise Provided In The Specification. (5) Volume Of Water Or Other Liquid Resulting From Construction Operations And Which Can Be Pumped Or Drained Away. (6) The Volume Of Any Excavation Performed Prior To The Taking Of Elevations And Measurements Of The Undisturbed Ground. (7) The Volume Of Any Material Rehandled, Except That Where The Plans Indicate Or The Engineer Directs The Excavation After Embankment Has Been Placed And Except That When Installation Of Pipe Culverts By The Imperfect Trench Method Specified In Item 500 Is Required, The Volume Of Material Reexcavated As Directed Will Be Included. (8) The Volume Of Excavation For Footings Ordered At A Depth More Than 1.5 M Below The Lowest Elevation For Such Footings Shown On The Original Contract Plans, Unless The Bill Of Quantities Contains A Pay Item For Excavation Ordered Below The Elevations Shown On The Plans For Individual Footings. Item 104 - Embankment 104.1 Description This Item Shall Consist Of The Construction Of Embankment In Accordance With This Specification And In Conformity With The Lines, Grades And Dimensions Shown On The Plans Or Established By The Engineer. 104.2 Material Requirements Embankments Shall Be Constructed Of Suitable Materials, In Consonance With The Following Definitions: Suitable Material - Material Which Is Acceptable In Accordance With The Contract And Which Can Be Compacted In The Manner Specified In This Item. It Can Be Common Material Or Rock. Selected Borrow, For Topping - Soil Of Such Gradation That All Particles Will Pass A Sieve With 75 Mm Square Openings And Not More Than 15 Mass Percent Will Pass The 0.075 Mm (no. 200) Sieve, As Determined By Aashto T 11. The Material Shall Have A Plasticity Index Of Not More Than 6 As Determined By Aashto T 90 And A Liquid Limit Of Not More Than 30 As Determined By Aashto T 89. Unsuitable Material - Material Other Than Suitable Materials Such As: (a) Materials Containing Detrimental Quantities Of Organic Materials, Such As Grass, Roots And Sewerage. (b) Organic Soils Such As Peat And Mucks. (c) Soils With Liquid Limit Exceeding 80 And/or Plasticity Index Exceeding 55. (d) Soils With A Natural Water Content Exceeding 100% (e) Soils With Very Low Natural Density, 800 Kg/m3 Or Lower. (f) Soils That Cannot Be Properly Compacted As Determined By The Engineer. 104.3 Construction Requirements 104.3.1 General Prior To Construction Of Embankment, All Necessary Clearing And Grubbing In That Area Shall Have Been Performed In Conformity With Item 100, Clearing And Grubbing. Embankment Construction Shall Consist Of Constructing Roadway Embankments, Including Preparation Of The Areas Upon Which They Are To Be Placed; The Construction Of Dikes Within Or Adjacent To The Roadway; The Placing And Compacting Of Approved Material Within Roadway Areas Where Unsuitable Material Has Been Removed; And The Placing And Compacting Of Embankment Material In Holes, Pits, And Other Depressions Within The Roadway Area. Embankments And Backfills Shall Contain No Muck, Peat, Sod, Roots Or Other Deleterious Matter. Rocks, Broken Concrete Or Other Solid, Bulky Materials Shall Not Be Placed In Embankment Areas Where Piling Is To Be Placed Or Driven. Where Shown On The Plans Or Directed By The Engineer, The Surface Of The Existing Ground Shall Be Compacted To A Depth Of 150 Mm And To The Specified Requirements Of This Item. Where Provided On The Plans And Bill Of Quantities The Top Portions Of The Roadbed In Both Cuts And Embankments, As Indicated, Shall Consist Of Selected Borrow For Topping From Excavations. 104.3.2 Methods Of Construction Where There Is Evidence Of Discrepancies On The Actual Elevations And That Shown On The Plans, A Preconstruction Survey Referred To The Datum Plane Used In The Approved Plan Shall Be Undertaken By The Contractor Under The Control Of The Engineer To Serve As Basis For The Computation Of The Actual Volume Of The Embankment Materials. When Embankment Is To Be Placed And Compacted On Hillsides, Or When New Embankment Is To Be Compacted Against Existing Embankments, Or When Embankment Is Built One-half Width At A Time, The Existing Slopes That Are Steeper Than 3: 1 When Measured At Right Angles To The Roadway Shall Be Continuously Benched Over Those Areas As The Work Is Brought Up In Layers. Benching Will Be Subject To The Engineer’s Approval And Shall Be Of Sufficient Width To Permit Operation Of Placement And Compaction Equipment. Each Horizontal Cut Shall Begin At The Intersection Of The Original Ground And The Vertical Sides Of The Previous Cuts. Material Thus Excavated Shall Be Placed And Compacted Along With The Embankment Material In Accordance With The Procedure Described In This Section. Unless Shown Otherwise On The Plans Or Special Provisions, Wherein Embankment Of Less Than 1.2 M Below Subgrade Is To Be Made, Also And Vegetable Matter Shall Be Removed From The Surface Upon Which The Embankment Is To Be Placed, And The Cleared Surfaced Shall Be Completely Broken Up By Plowing, Scarifying, Or Steeping To A Minimum Depth Of 150 Mm Except As Provided In Subsection 102.2.2.this Area Shall Then Be Compacted As Provided In Subsection 104.3.3.sod Not Required To Be Removed Shall Be Thoroughly Disc Harrowed Or Scarified Before Construction Of Embankment. Wherever A Compacted Road Surface Containing Granular Materials Lies Within 900 Mm Of The Subgrade, Such Old Road Surface Shall Be Scarified To A Depth Of At Least150 Mm Whenever Directed By The Engineer. These Scarified Materials Shall Then Be Compacted As Provided In Subsection 104.3.3. When Shoulder Excavation Is Specified, The Roadway Shoulders Shall Be Excavated To The Depth And Width Shown On The Plans. The Shoulder Material Shall Be Removed Without Disturbing The Adjacent Existing Base Course Material, And All Excess Excavated Materials Shall Be Disposed Of As Provided In Subsection 102.2.3. If Necessary, The Areas Shall Be Compacted Before Being Backfilled. Roadway Embankment Of Earth Material Shall Be Placed In Horizontal Layers Not Exceeding 200 Mm, Loose Measurement, And Shall Be Compacted As Specified Before The Next Layer Is Placed. However, Thicker Layer Maybe Placed If Vibratory Roller With High Compactive Effort Is Used Provided That Density Requirement Is Attained And As Approved By The Engineer. Trial Section To This Effect Must Be Conducted And Approved By The Engineer. Effective Spreading Equipment Shall Be Used On Each Lift To Obtain Uniform Thickness As Determined In The Trial Section Prior To Compaction. As The Compaction Of Each Layer Progresses, Continuous Leveling And Manipulating Will Be Required To Assure Uniform Density. Water Shall Be Added Or Removed, If Necessary, In Order To Obtain The Required Density. Removal Of Water Shall Be Accomplished Through Aeration By Plowing, Blading, Discing, Or Other Methods Satisfactory To The Engineer. Where Embankment Is To Be Constructed Across Low Swampy Ground That Will Not Support The Mass Of Trucks Or Other Hauling Equipment, The Lower Part Of The Fill May Be Constructed By Dumping Successive Loads In A Uniformly Distributed Layer Of A Thickness Not Greater Than Necessary To Support The Hauling Equipment While Placing Subsequent Layers. When Excavated Material Contains More Than 25 Mass Percent Of Rock Larger Than 150 Mm In Greatest Diameter And Cannot Be Placed In Layers Of The Thickness Prescribed Without Crushing, Pulverizing Or Further Breaking Down The Pieces Resulting From Excavation Methods, Such Materials May Be Placed On The Embankment In Layers Not Exceeding In Thickness The Approximate Average Size Of The Larger Rocks, But Not Greater Than 600 Mm. Even Though The Thickness Of Layers Is Limited As Provided Above, The Placing Of Individual Rocks And Boulders Greater Than 600 Mm In Diameter Will Be Permitted Provided That When Placed, They Do Not Exceed 1200 Mm In Height And Provided They Are Carefully Distributed, With The Interstices Filled With Finer Material To Form A Dense And Compact Mass. Each Layer Shall Be Leveled And Smoothed With Suitable Leveling Equipment And By Distribution Of Spalls And Finer Fragments Of Earth. Lifts Of Material Containing More Than 25 Mass Percent Of Rock Larger Than 150 Mm In Greatest Dimensions Shall Not Be Constructed Above An Elevation 300 Mm Below The Finished Subgrade. The Balance Of The Embankment Shall Be Composed Of Suitable Material Smoothed And Placed In Layers Not Exceeding 200 Mm In Loose Thickness And Compacted As Specified For Embankments. Dumping And Rolling Areas Shall Be Kept Separate, And No Lift Shall Be Covered By Another Until Compaction Complies With The Requirements Of Subsection 104.3.3. Hauling And Leveling Equipment Shall Be So Routed And Distributed Over Each Layer Of The Fill In Such A Manner As To Make Use Of Compaction Effort Afforded Thereby And To Minimize Rutting And Uneven Compaction. 104.3.3 Compaction Compaction Trials Before Commencing The Formation Of Embankments, The Contractor Shall Submit In Writing To The Engineer For Approval His Proposals For The Compaction Of Each Type Of Fill Material To Be Used In The Works. The Proposals Shall Include The Relationship Between The Types Of Compaction Equipment, The Number Of Passes Required And The Method Of Adjusting Moisture Content. The Contractor Shall Carry Out Full Scale Compaction Trials On Areas Not Less Than 10m Wide And 50 M Long As Required By The Engineer And Using His Proposed Procedures Or Such Amendments Thereto As May Be Found Necessary To Satisfy The Engineer That All The Specified Requirements Regarding Compaction Can Be Consistently Achieved. Compaction Trials With The Main Types Of Fill Material To Be Used In The Works Shall Be Completed Before Work With The Corresponding Materials Will Be Allowed To Commence. Throughout The Periods When Compaction Of Earthwork Is In Progress, The Contractor Shall Adhere To The Compaction Procedures Found From Compaction Trials For Each Type Of Material Being Compacted, Each Type Of Compaction Equipment Employed And Each Degree Of Compaction Specified. Earth The Contractor Shall Compact The Material Placed In All Embankment Layers And The Material Scarified To The Designated Depth Below Subgrade In Cut Sections, Until A Uniform Density Of Not Less Than 95 Mass Percent Of The Maximum Dry Density Determined By Aashto T99 Method C, Is Attained, At A Moisture Content Determined By Engineer To Be Suitable For Such Density. Acceptance Of Compaction May Be Based On Adherence To An Approved Roller Pattern Developed As Set Forth In Item 106, Compaction Equipment And Density Control Strips. The Engineer Shall During Progress Of The Work, Make Density Tests Of Compacted Material In Accordance With Aashto T 191, T 205, Or Other Approved Field Density Tests, Including The Use Of Properly Calibrated Nuclear Testing Devices. A Correction For Coarse Particles May Be Made In Accordance With Aashto T 224. If, By Such Tests, The Engineer Determines That The Specified Density And Moisture Conditions Have Not Been Attained, The Contractor Shall Perform Additional Work As May Be Necessary To Attain The Specified Conditions. At Least One Group Of Three In-situ Density Tests Shall Be Carried Out For Each 500 M2 Of Each Layer Of Compacted Fill. Rock Density Requirements Will Not Apply To Portions Of Embankments Constructed Of Materials Which Cannot Be Tested In Accordance With Approved Methods. Embankment Materials Classified As Rock Shall Be Deposited, Spread And Leveled The Full Width Of The Fill With Sufficient Earth Or Other Fine Material So Deposited To Fill The Interstices To Produce A Dense Compact Embankment. In Addition, One Of The Rollers, Vibrators, Or Compactors Meeting The Requirements Set Forth In Subsection 106.2.1, Compaction Equipment, Shall Compact The Embankment Full Width With A Minimum Of Three-complete Passes For Each Layer Of Embankment. 104.3.4 Protection Of Roadbed During Construction During The Construction Of The Roadway, The Roadbed Shall Be Maintained In Such Condition That It Will Be Well Drained At All Times. Side Ditches Or Gutters Emptying From Cuts To Embankments Or Otherwise Shall Be So Constructed As To Avoid Damage To Embankments By Erosion. 104.3.5 Protection Of Structure If Embankment Can Be Deposited On One-side Only Of Abutments, Wing Walls, Piers Or Culvert Headwalls, Care Shall Be Taken That The Area Immediately Adjacent To The Structure Is Not Compacted To The Extent That It Will Cause Overturning Of, Or Excessive Pressure Against The Structure. When Noted On The Plans, The Fill Adjacent To The End Bent Of A Bridge Shall Not Be Placed Higher Than The Bottom Of The Backfill Of The Bent Until The Superstructure Is In Place. When Embankment Is To Be Placed On Both Sides Of A Concrete Wall Or Box Type Structure: Operations Shall Be So Conducted That The Embankment Is Always At Approximately The Same Elevation On Both Sides Of The Structure. 104.3.6 Rounding And Warping Slopes Rounding-except In Solid Rock, The Tops And Bottoms Of All Slopes, Including The Slopes Of Drainage Ditches, Shall Be Rounded As Indicated On The Plans. A Layer Of Earth Overlaying Rock Shall Be Rounded Above The Rock As Done In Earth Slopes. Warping-adjustments In Slopes Shall Be Made To Avoid Injury In Standing Trees Or Marring Of Weathered Rock, Or To Harmonize With Existing Landscape Features, And The Transition To Such Adjusted Slopes Shall Be Gradual. At Intersections Of Cuts And Fills, Slopes Shall Be Adjusted And Warped To Flow Into Each Other Or Into The Natural Ground Surfaces Without Noticeable Break. 104.3.7 Finishing Roadbed And Slopes After The Roadbed Has Been Substantially Completed, The Full Width Shall Be Conditioned By Removing Any Soft Or Other Unstable Material That Will Not Compact Properly Or Serve The Intended Purpose. The Resulting Areas And All Other Low Sections, Holes Or Depressions Shall Be Brought To Grade With Suitable Selected Material. Scarifying, Blading, Dragging, Rolling, Or Other Methods Of Work Shall Be Performed Or Used As Necessary To Provide A Thoroughly Compacted Roadbed Shaped To The Grades And Cross-sections Shown On The Plans Or As Staked By The Engineer. All Earth Slopes Shall Be Left With Roughened Surfaces But Shall Be Reasonably Uniform, Without Any Noticeable Break, And In Reasonably Close Conformity With The Plans Or Other Surfaces Indicated On The Plans Or As Staked By The Engineer, With No Variations Therefrom Readily Discernible As Viewed From The Road. 104.3.8 Serrated Slopes Cut Slopes In Rippable Material (soft Rock) Having Slope Ratios Between 0.75:1 And 2:1 Shall Be Constructed So That The Final Slope Line Shall Consist Of A Series Of Small Horizontal Steps. The Step Rises And Tread Dimensions Shall Be Shown On The Plans. No Scaling Shall Be Performed On The Stepped Slopes Except For Removal Of Large Rocks Which Will Obviously Be A Safety Hazard If They Fall Into The Ditch Line Or Roadway. 104.3.9 Earth Berms When Called For In The Contract, Permanent Earth Berms Shall Be Constructed Of Well Graded Materials With No Rocks Having A Diameter Greater Than 0.25 The Height Of The Berm. When Local Material Is Not Acceptable, Acceptable Material Shall Be Imported, As Directed By The Engineer. Compacted Berm Compacted Berm Construction Shall Consist Of Moistening Or Drying And Placing Material As Necessary In Locations Shown On The Drawings Or As Established By The Engineer. Material Shall Contain No Frozen Material, Roots, Sod, Or Other Deleterious Materials. Contractor Shall Take Precaution To Prevent Material From Escaping Over The Embankment Slope. Shoulder Surface Beneath Berm Will Be Roughened To Provide A Bond Between The Berm And Shoulder When Completed. The Contractor Shall Compact The Material Placed Until At Least 90 Mass Percent Of The Maximum Density Is Obtained As Determined By Aashto T 99, Method C. The Cross-section Of The Finished Compacted Berm Shall Reasonably Conform To The Typical Cross-section As Shown On The Plans. Uncompacted Berm Uncompacted Berm Construction Shall Consist Of Drying, If Necessary And Placing Material In Locations Shown On The Plans Or As Established By The Engineer. Material Shall Contain No Frozen Material, Roots, Sod Or Other Deleterious Materials. Contractor Shall Take Precautions To Prevent Material From Escaping Over The Embankment Slope. 104.4 Method Of Measurement The Quantity Of Embankment To Be Paid For Shall Be The Volume Of Material Compacted In Place, Accepted By The Engineer And Formed With Material Obtained From Any Source. Material From Excavation Per Item 102 Which Is Used In Embankment And Accepted By The Engineer Will Be Paid Under Embankment And Such Payment Will Be Deemed To Include The Cost Of Excavating, Hauling, Stockpiling And All Other Costs Incidental To The Work. Material For Selected Borrow Topping Will Be Measured And Paid For Under The Same Conditions Specified In The Preceding Paragraph. Item 105 - Subgrade Preparation 105.1 Description This Item Shall Consist Of The Preparation Of The Subgrade For The Support Of Overlying Structural Layers. It Shall Extend To Full Width Of The Roadway. Unless Authorized By The Engineer, Subgrade Preparation Shall Not Be Done Unless The Contractor Is Able To Start Immediately The Construction Of The Pavement Structure. 105.2 Material Requirements Unless Otherwise Stated In The Contract And Except When The Subgrade Is In Rock Cut, All Materials Below Subgrade Level To A Depth 150 Mm Or To Such Greater Depth As May Be Specified Shall Meet The Requirements Of Section 104.2, Material Requirements. 105.3 Construction Requirements 105.3.1 Prior Works Prior To Commencing Preparation Of The Subgrade, All Culverts, Cross Drains, Ducts And The Like (including Their Fully Compacted Backfill) Ditches, Drains And Drainage Outlets Shall Be Completed. Any Work On The Preparation Of The Subgrade Shall Not Be Started Unless Prior Work Herein Described Shall Have Been Approved By The Engineer. 105.3.2 Subgrade Level Tolerances The Finished Compacted Surface Of The Subgrade Shall Conform To The Allowable Tolerances As Specified Hereunder: Permitted Variation From +20 Mm Design Level Of Surface -30 Mm Permitted Surface Irregularity Measured By 3-m Straight Edge 30 Mm Permitted Variation From Design Crossfall Or Camber ± 0.50% Permitted Variation From ± 0.10% Design Longitudinal Grade Over 25 M Length 105.3.3 Subgrade In Common Excavation Unless Otherwise Specified, All Materials Below Subgrade Level In Earth Cuts To A Depth 150 Mm Or Other Depth Shown On The Plans Or As Directed By The Engineer Shall Be Excavated. The Material, If Suitable, Shall Be Set Aside For Future Use Or, If Unsuitable, Shall Be Disposed Of In Accordance With The Requirements Of Subsection 102.2.9. Where Material Has Been Removed From Below Subgrade Level, The Resulting Surface Shall Be Compacted To A Depth Of 150 Mm And In Accordance With Other Requirements Of Subsection 104.3.3. All Materials Immediately Below Subgrade Level In Earth Cuts To A Depth Of 150 Mm, Or To Such Greater Depth As May Be Specified, Shall Be Compacted In Accordance With The Requirements Of Subsection 104.3.3. 105.3.4 Subgrade In Rock Excavation Surface Irregularities Under The Subgrade Level Remaining After Trimming Of The Rock Excavation Shall Be Leveled By Placing Specified Material And Compacted To The Requirements Of Subsection 104.3.3. 105.3.5 Subgrade On Embankment After The Embankment Has Been Completed, The Full Width Shall Be Conditioned By Removing Any Soft Or Other Unstable Material That Will Not Be Compacted Properly. The Resulting Areas And All Other Low Sections, Holes Be Or Depressions Shall Be Brought To Grade With Suitable Material. The Entire Roadbed Shall Be Shaped And Compacted To The Requirements Of Subsections 104.3.3. Scarifying, Blading, Dragging, Rolling Or Other Methods Of Work Shall Be Performed Or Used As Necessary To Provide A Thoroughly Compacted Roadbed Shaped To The Cross-sections Shown On The Plans. 105.3.6 Subgrade On Existing Pavement Where The New Pavement Is To Be Constructed Immediately Over An Existing Portland Cement Concrete Pavement And If So, Specified In The Contract, The Slab Shall Be Broken Into Pieces With Greatest Dimension Of Not More Than 500 Mm And The Existing Pavement Material Compacted As Specified In Subsection 104.3.3, As Directed By The Engineer. The Resulting Subgrade Level Shall, As Part Of Pavement Construction Be Shaped To Conform To The Allowable Tolerances Of Subsection 105.3.2 By Placing And Compacting Where Necessary A Leveling Course Comprising The Material Of The Pavement Course To Be Placed Immediately Above. Where The New Pavement Is To Be Constructed Immediately Over An Existing Asphalt Concrete Pavement Or Gravel Surface Pavement And If So, Specified In The Contract, The Pavement Shall Be Scarified, Thoroughly Loosened, Reshaped And Recompacted In Accordance With Subsection 104.3.3. The Resulting Subgrade Level Shall Conform To The Allowable Tolerances Of Subsection 105.3.2. 105.3.7 Protection Of Completed Work The Contractor Shall Be Required To Protect And Maintain At His Own Expense The Entire Work Within The Limits Of His Contract In Good Condition Satisfactory To The Engineer From The Time He First Started Work Until All Work Shall Have Been Completed. Maintenance Shall Include Repairing And Recompacting Ruts, Ridges, Soft Spots And Deteriorated Sections Of The Subgrade Caused By The Traffic Of The Contractor's Vehicle/equipment Or That Of The Public. 105.3.8 Templates And Straight-edges The Contractor Shall Provide For Use Of The Engineer, Approved Templates And Straight-edges In Sufficient Number To Check The Accuracy Of The Work, As Provided In This Specification. 105.4 Method Of Measurement 105.4.1 Measurement Of Items For Payment Shall Be Provided Only For: 1. The Compaction Of Existing Ground Below Subgrade Level In Cuts Of Common Material As Specified In Subsection 105.3.3. 2. The Breaking Up Or Scarifying, Loosening, Reshaping And Recompacting Of Existing Pavement As Specified In Subsection 105.3.6. The Quantity To Be Paid For Shall Be The Area Of The Work Specified To Be Carried Out And Accepted By The Engineer. 105.4.2 Payment For All Work For The Preparation Of The Subgrade, Including Shaping To The Required Levels And Tolerances, Other Than As Specified Above Shall Be Deemed To Be Included In The Pay Item For Embankment. Part D – Subbase And Base Course Item 200 - Aggregate Subbase Course 200.1 Description This Item Shall Consist Of Furnishing, Placing And Compacting An Aggregate Subbase Course On A Prepared Subgrade In~ Accordance With This Specification And The Lines, Grades And Cross-sections Shown On The Plans, Or As Directed By The Engineer. 200.2 Material Requirements Aggregate For Subbase Shall Consist Of Hard, Durable Particles Or Fragments Of Crushed Stone, Crushed Slag, Or Crushed Or Natural Gravel And Filler Of Natural Or Crushed Sand Or Other Finely Divided Mineral Matter. The Composite Material Shall Be Free From Vegetable Matter And Lumps Or Balls Of Clay, And Shall Be Of Such Nature That It Can Be Compacted Readily To Form A Firm, Stable Subbase. The Subbase Material Shall Conform To Table 200.1, Grading Requirements. Table 200.1 - Grading Requirements Sieve Designation Mass Percent Passing Standard, Mm Alternate Us Standard 50 25 9.5 0.075 2” 1” 3/8” No. 200 100 55 – 85 40 – 75 0 - 12 The Fraction Passing The 0.075 Mm (no. 200) Sieve Shall Not Be Greater Than 0.66 (two Thirds) Of The Fractions Passing The 0.425 Mm (no. 40) Sieve. The Fraction Passing The 0.425 Mm (no. 40) Sieve Shall Have A Liquid Limit Not Greater Than 35 And Plasticity Index Not Greater Than 12 As Determined By Aashto T 89 And T 90, Respectively. The Coarse Portion, Retained On A 2.00 Mm (no. 10) Sieve, Shall Have A Mass Percent Of Wear Not Exceeding 50 'by The Los Angeles Abrasion Tests As Determined By Aashto T 96. The Material Shall Have A Soaked Cbr Value Of Not Less Than 30% As Determined By Aashto T 193. The Cbr Value Shall Be Obtained At The Maximum Dry Density And Determined By Aashto T 180, Method D. 200.3 Construction Requirements 200.3.1 Preparation Of Existing Surface The Existing Surface Shall Be Graded And Finished As Provided Under Item 105, Subgrade Preparation, Before Placing The Subbase Material. 200.3.2 Placing The Aggregate Subbase Material Shall Be Placed At A Uniform Mixture On A Prepared Subgrade In A Quantity Which Will Provide The Required Compacted Thickness. When More Than One Layer Is Required, Each Layer Shall Be Shaped And Compacted Before The Succeeding Layer Is Placed. The Placing Of Material Shall Begin At The Point Designated By The Engineer. Placing Shall Be From Vehicles Especially Equipped To Distribute The Material In A Continuous Uniform Layer Or Windrow. The Layer Or Windrow Shall Be Of Such Size That When Spread And Compacted, The Finished Layer Shall Be In Reasonably Close Conformity To The Nominal Thickness Shown On The Plans. When Hauling Is Done Over Previously Placed Material, Hauling Equipment Shall Be Dispersed Uniformly Over The Entire Surface Of The Previously Constructed Layer, To Minimize Rutting Or Uneven Compaction. 200.3.3 Spreading And Compacting When Uniformly Mixed, The Mixture Shall Be Spread To The Plan Thickness, For Compaction. Where The Required Thickness Is 150 Mm Or Less, The Material May Be Spread And Compacted In One Layer. Where The Required Thickness Is More Than 150 Mm, The Aggregate Subbase Shall Be Spread And Compacted In Two Or More Layers Of Approximately Equal Thickness, And The Maximum Compacted Thickness Of Any Layer Shall Not Exceed 150 Mm. All Subsequent Layers Shall Be Spread And Compacted In A Similar Manner. The Moisture Content Of Subbase Material Shall, If Necessary, Be Adjusted Prior To Compaction By Watering With Approved Sprinklers Mounted On Trucks Or By Drying Out, As Required In Order To Obtain The Required Compaction. Immediately Following Final Spreading And Smoothening, Each Layer Shall Be Compacted To The Full Width By Means Of Approved Compaction Equipment. Rolling Shall Progress Gradually From The Sides To The Center, Parallel To The Centerline Of The Road And Shall Continue Until The Whole Surface Has Been Rolled. Any Irregularities Or Depressions That Develop Shall Be Corrected By Loosening The Material At These Places And Adding Or Removing Material Until Surface Is Smooth And Uniform. Along Curbs, Headers And Walls, And At All Places Not Accessible To The Roller, The Subbase Material Shall Be Compacted Thoroughly With Approved Tampers Or Compactors. If The Layer Of Subbase Material, Or Part Thereof, Does Not Conform To The Required Finish, The Contractor Shall, At His Own Expense, Make The Necessary Corrections. Compaction Of Each Layer Shall Continue Until A Field Density Of At Least 100 Percent Of The Maximum Dry Density Determined In Accordance With Aashto T 180, Method D Has Been Achieved. In-place Density Determination Shall Be Made In Accordance With Aashto T 191. 200.3.4 Trial Sections Before Subbase Construction Is Started, The Contractor Shall Spread And Compact Trial Sections As Directed By The Engineer. The Purpose Of The Trial Sections Is To Check The Suitability Of The Materials, The Efficiency Of The Equipment And The Construction Method Which Is Proposed To Be Used By The Contractor. Therefore, The Contractor Must Use The Same Material, Equipment And Procedures That He Proposes To Use For The Main Work. One Trial Section Of About 500 M2 Shall Be Made For Every Type Of Material And/or Construction Equipment Procedure Proposed For Use. After Final Compaction Of Each Trial Section, The Contractor Shall Carry Out Such Field Density Tests And Other Tests Required As Directed By The Engineer. If A Trial Section Shows That The Proposed Materials, Equipment Or Procedures In The Engineer's Opinion Are Not Suitable For Subbase, The Material Shall Be Removed At The Contractor's Expense, And A New Trial Section Shall Be Constructed. If The Basic Conditions Regarding The Type Of Material Or Procedure Change During The Execution Of The Work, New Trial Sections Shall Be Constructed. 200.3.5 Tolerances Aggregate Subbase Shall Be Spread With Equipment That Will Provide A Uniform Layer Which When Compacted Will Conform To The Designed Level And Transverse Slopes As Shown On The Plans. The Allowable Tolerances Shall Be As Specified Hereunder: Permitted Variation From Design ± 20 Mm Thickness Of Layer Permitted Variation From Design + 10 Mm Level Of Surface - 20 Mm Permitted Surface Irregularity 20mm Measured By 3-m Straight-edge Permitted Variation From Design Crossfall Or Camber ± 0.30 % Permitted Variation From Design Longitudinal Grade Over ± 0.10 % 25 M In Length 200.4 Method Of Measurement Aggregate Subbase Course Will Be Measured By The Cubic Meter (m³). The Quantity To Be Paid For Shall Be The Design Volume Compacted In-place As Shown On The Plans And Accepted In The Completed Course. No Allowance Will Be Given For Materials Placed Outside The Design Limits Shown On The Cross-sections. Trial Sections Shall Not Be Measured Separately But Shall Be Included In The Quantity Of Subbase Herein Measured. Section Vii. Drawings Annex A – Architectural Design Annex B- Project Billboard Plan Section Viii. Bill Of Quantities Bid No. Agr- 24-1028-b Item Description Quantity Unit Unit Cost Total Cost No. I. Miscellaneous Survey And Staking 1.00 L.s. Pesos And Ctvs. (p ) / L.s. P Ii. Project Billboard / Signboard 4.00 Each Pesos And Ctvs. (p ) Each P Iii. Mobilization/ Demobilization 1.00 L.s. Pesos And Ctvs. (p ) / L.s. P Iv. Clearing And Grubbing 1.00 L.s. Pesos And Ctvs. (p ) /l.s. P V. Embankment From Roadway Excavation 303.10 Cu.m. Pesos And Ctvs. (p ) / Cu.m P Vi. Embankment From Borrow 241.35 Cu.m. Pesos And Ctvs. (p ) / Cu.m P Vii. Subgrade Preparation 1,920.00 Sq.m. Pesos And Ctvs. (p ) / Sq.m P Viii. Aggregate Subbase Course 225.60 Cu.m Pesos And Ctvs. (p ) / Cu.m P Total Bid Cost In Figures P Total Bid Cost In Words Summary Of Costs Item No. Bid Amount Miscellaneous Survey And Staking ₱ _____________________________ Project Billboard / Signboard ₱ _____________________________ Mobilization / Demobilization ₱ _____________________________ Iv. Clearing And Grubbing ₱ _____________________________ V. Embankment From Roadway Excavation ₱ _____________________________ Vi. Embankment From Borrow ₱ _____________________________ Vii. Subgrade Preparation ₱ _____________________________ Viii. Aggregate Subbase Course ₱ _____________________________ Total Bid Amount ₱ _____________________________ Section Ix. Checklist Of Technical And Financial Documents Technical Component Envelope Class “a” Documents Legal Documents ⬜ Valid Philgeps Registration Certificate (platinum Membership) (all Pages) In Accordance With Section 8.5.2 Of The Irr; Technical Documents ⬜ 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 ⬜ 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 ⬜ Special Pcab License In Case Of Joint Ventures; And Registration For The Type And Cost Of The Contract To Be Bid; And ⬜ 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 Project Requirements, Which Shall Include The Following: ⬜ Organizational Chart For The Contract To Be Bid; ⬜ 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; ⬜ 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 ⬜ 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 ⬜ The Prospective Bidder’s Computation Of Net Financial Contracting Capacity (nfcc). Class “b” Documents ⬜ 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. Financial Component Envelope ⬜ Original Of Duly Signed And Accomplished Financial Bid Form; And Other Documentary Requirements Under Ra No. 9184 ⬜ Original Of Duly Signed Bid Prices In The Bill Of Quantities; And ⬜ 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: We Have No Reservation To The Pbds, Including The Supplemental Or Bid Bulletins, For The Procurement Project: [insert Name Of Contract]; We Offer To Execute The Works For This Contract In Accordance With The Pbds; The Total Price Of Our Bid In Words And Figures, Excluding Any Discounts Offered Below Is: [insert Information]; The Discounts Offered And The Methodology For Their Application Are: [insert Information]; 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, Our Bid Shall Be Valid Within The Period Stated In The Pbds, And It Shall Remain Binding Upon Us At Any Time Before The Expiration Of That Period; 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 Allowable Forms Of Performance Security, Subject To The Terms And Conditions Of Issued Gppb Guidelines12 For This Purpose; 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; 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 We Understand That You Are Not Bound To Accept The Lowest Calculated Bid Or Any Other Bid That You May Receive. 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]. 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: 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. 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. I/we Understand That This Bid Securing Declaration Shall Cease To Be Valid On The Following Circumstances: Upon Expiration Of The Bid Validity Period, Or Any Extension Thereof Pursuant To Your Request; 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 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: [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]; [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;)]; [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; 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; [name Of Bidder] Is Authorizing The Head Of The Procuring Entity Or Its Duly Authorized Representative(s) To Verify All The Documents Submitted; [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; [name Of Bidder] Complies With Existing Labor Laws And Standards; And [name Of Bidder] Is Aware Of And Has Undertaken The Responsibilities As A Bidder In Compliance With The Philippine Bidding Documents, Which Includes: Carefully Examining All Of The Bidding Documents; Acknowledging All Conditions, Local Or Otherwise, Affecting The Implementation Of The Contract; Making An Estimate Of The Facilities Available And Needed For The Contract To Be Bid, If Any; And Inquiring Or Securing Supplemental/bid Bulletin(s) Issued For The [name Of The Project]. [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. 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]

Details: Description Table Of Contents Glossary Of Terms, Abbreviations, And Acronyms 4 Section Ii. Instructions To Bidders 9 1. Scope Of Bid 9 2. Funding Information 9 3. Bidding Requirements 9 4. Corrupt, Fraudulent, Collusive, Coercive, And Obstructive Practices 9 5. Eligible Bidders 10 6. Origin Of Associated Goods 10 7. Subcontracts 10 8. Pre-bid Conference 10 9. Clarification And Amendment Of Bidding Documents 10 10. Documents Comprising The Bid: Eligibility And Technical Components 11 11. Documents Comprising The Bid: Financial Component 11 12. Alternative Bids 11 13. Bid Prices 12 14. Bid And Payment Currencies 12 15. Bid Security 12 16. Sealing And Marking Of Bids 12 17. Deadline For Submission Of Bids 12 18. Opening And Preliminary Examination Of Bids 13 19. Detailed Evaluation And Comparison Of Bids 13 20. Post Qualification 13 21. Signing Of The Contract 13 Section Iii. Bid Data Sheet 14 Section Iv. General Conditions Of Contract 16 1. Scope Of Contract 16 2. Sectional Completion Of Works 16 3. Possession Of Site 16 4. The Contractor’s Obligations 16 5. Performance Security 17 6. Site Investigation Reports 17 7. Warranty 17 8. Liability Of The Contractor 17 9. Termination For Other Causes 17 10. Dayworks 18 11. Program Of Work 18 12. Instructions, Inspections And Audits 18 13. Advance Payment 18 14. Progress Payments 18 15. Operating And Maintenance Manuals 18 Section V. Special Conditions Of Contract 19 Section Vi. Specification 20 Section Vii. Drawings Error! Bookmark Not Defined. Section Viii. Bill Of Quantities Error! Bookmark Not Defined. Section Ix. Checklist Of Technical And Financial Documents 33 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 Construction Of Three (3) Units Flatbed Dryer At Brgy. Barasan, Dumangas; Brgy. Cabantohan, Lemery And Brgy Linayuan, Badiangan, Iloilo Bid No. Agr-24-1045-b 1. The Iloilo Provincial Government, Through The 20% Nta- Cy 2022 Intends To Apply The Sum Of Two Million Eight Hundred Thousand Pesos (p2,800,000.00) Being The Approved Budget For The Contract (abc) To Payments Under The Contract For Agr-24-1045-b For The Construction Of Three (3) Units Flatbed Dryer At Brgy. Barasan, Dumangas; Brgy. Cabantohan, Lemery And Brgy. Linayuan, Badiangan, Iloilo Or 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 Ninety (90) 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 Five Thousand Pesos (p5, 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 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 18, 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 Three (3) Units Flatbed Dryer At Brgy. Barasan, Dumangas; Brgy. Cabantohan, Lemery And Brgy. Linayuan, Badiangan, Iloilo With Project Identification Number Agr-24-1045-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 2022 In The Amount Of Two Million Eight Hundred Thousand Pesos (p2,800,000.00) 2.2. The Source Of Funding Is: A.) 20% Nta Cy 2022 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/ Improvement Of Flatbed Dryer 7.1 The Procuring Entity Has Prescribed That Subcontracting Is Not Allowed. 10.3 [specify If Another Contractor License Or Permit Is Required] 10.4 The Key Personnel Must Meet The Required Minimum Years Of Experience Set Below: Key Personnel General Experience Relevant Experience 1-project Engineer 1 Year 1 Year 1-agricultural & Biosystem Engineer 1 Year 1 Year 1-material Engineer 1 Year 1 Year 1- Health & Safety Officer 1 Year 1 Year 1- Construction Foreman 1 Year 1 Year 10.5 The Minimum Major Equipment Requirements Are The Following: Equipment Capacity Number Of Units One Bagger Concrete Mixer - 1 Bar Cutter - 1 Welding Machine - 1 12 Alternative Bids Are Not Allowed 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 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 Bids Are 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 Semi-permanent Structures, Such As Buildings Of Types 1, 2, And 3 As Classified Under The National Building Code Of The Philippines, Concrete/asphalt Roads, Concrete River Control, Drainage, Irrigation Lined Canals, River Landing, Deep Wells, Rock Causeway, Pedestrian Overpass, And Other Similar Semi-permanent Structures:] Five (5) 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 Prior To The Final Inspection. 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. Specification 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 Project Engineer. 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 Work The Works Include Furnishing Of Labor, Materials, Tools, Equipment And Other Incidentals Necessary To Complete The Project For The Proposed Completion Works Such As: Flooring, Drying Bin, Footing Works, Shed Assembly, Furnace, Blower And Blower Support, Engine And Accessories & Freight General Condition A. The Works To Be Done Herein Shall Be The Construction Of Flatbed Dryer 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 Name Of Agency Business Address Project: _________________________________________________ Cost: - - - - - - - - - - - - Location: Fund Source/s: Implementing Agency/ies: Development Partner/: Contractor Supplier: Brief Description Of Project: Project Details: Projects Status Project Status Remarks Duration Started Target Date Of Completion Percentage Of As Of Completion (date) Cost Incurred To Date Date Completed For Particulars Or Complaints About This Project, Please Contact The Regional Office Cluster Which Has Audit Jurisdiction On This Project: Coa Regional Office No./ Cluster: Address: Contact No.: Pao Billboard Republic Of The Philippines Province Of Iloilo Provincial Agriculture Office Iloilo City Name Of Project: Location Of Project: Contractor: Implementing Agency: Appropriation: Fund Source: Contract Duration: Project Starting Date: Project Completion Date: Another Priority Project Of The Iloilo Provincial Government The Billboard’s Specifications Shall Conform To The Following Requirements: A. Tarpaulin, White 8ft X 8ft (coa) 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. I. Measurement The Supply And Erection Of The Project Billboard Shall Be In Accordance With Provisions Of This Specifications. Basis Of Payment No Additional Payment Shall Be Made In This Regard. I. Site Works A. Works Included 1. Staking Out Of Building, Establishment Of Lines, Grades And Benchmarks 2. All Excavation Work Including All Necessary Shoring Bracing And Drainage Of Storm Water From Site. 3. All Backfilling, Filling And Grading, Removal Of Excess Material From Site 4. Protection Of Property, Work And Structures, Workmen, And Other People From Damage And Injury. B. Lines, Grades And Benchmarks 1. Stake Out Accurately The Lines Of The Building And Of The Other Structures Included In The Contract, And Establish Grades Therefore, After Which Secure Approval By Architect Before Any Excavation Work Is Commenced. 2. Erect Basic Batter Boards And Basic Reference Marks At Such Places Where They Will Not Be Disturbed During The Construction Of The Foundations. C. Excavation 1. Structural Excavations – Excavations Shall Be To The Depths Indicated Bearing Values. Excavations For Footings And Foundations Carried Below Required Depths Shall Be Filled With Concrete And Bottom Of Such Shall Be Level. All Structural Excavations Shall Extend To Sufficient Distance From The Walls And Footings To Allow For Proper Erection And Dismantling Of Forms For Installation Of Service And For Inspection. All Excavations Shall Be Inspected And Approved Before Pouring Any Concrete Laying Underground Services Or Placing Select Fill Materials. The Contractor Shall Control The Grading In The Vicinity Of All Excavated Areas To Prevent Surface Drainage Running Into Excavations. Water Which Accumulates In Excavated Areas Shall Be Removed By Pumping Before Fill Or Concrete In Placed Therein. D. Disposal Of Surplus Materials 1. Any Excess Material Remaining After Completion Of The Earthwork Shall Be Disposed Of By Hauling And Spreading In Nearby Spoil Areas Designated By The Owner. Excavated Material Deposited In Spoil Areas Shall Be Graded To A Uniform Surface. Ii. Concrete And Reinforced Concrete . Materials 2.1 Forms A. Design, Erect, Support, Brace, And Maintain Form Work So It Will Produce Correctly Aligned Concrete And Safety Support Vertical And Lateral Loads Which Might Be Applied Until Such Loads Can Be Supported Safety By The Concrete Structure. B. Construct Forms To The Exact Sizes, Shapes, Lines And Dimensions As Required To Obtain Accurate Alignment, Location, Grades, And Level And Plumb Work In The Finish Structure. C. Use Plywood, Metal, Or Surfaced Lumber Form For All Exposed Concrete Work. 2.2 Reinforcement A. All Reinforcing Bars Shall Be Deformed As Per Plan And Shall Be New And Free From Rust, Oil, Defects, And Grease. 2.3 Concrete A. Comply With The Following As Minimum: 1. Portland Cement: Astm C 150, Type I 2. Aggregate, Coarse: Well Graded, Clean, Hand Particles Of Gravel Or Crushed Rock, With Maximum Size Nor Larger Than 1/5 Of The Narrowest Dimension Between The Forms Not Larger Than ¾ Of The Minimum Clear Spacing Between Reinforcing Bars Nor Larger Than 2.3 Centimeters In Diameter. 3. Aggregate, Fine: Natural Washed Sand Of Hard And Durable Particles Varying From Fine To Particles Passing A No.4 Standard Scene. 4. Water Clean And Free From Injurious Amounts Oil, Acid, Alkali, Salt, Or Organic Materials Or Other Deleterious Substance. B. Provide Concrete With A Minimum 23-day Compressive Cylinder Strength With Following: 2.4 Proportions And Mixing 1. Proportions Of All Materials Entering Into The Concrete Shall Be As Follows: Class Cement : Sand : Gravel Class “a” - 1 : 2 : 4 Class “b” - 1 : 2 ½” : 5 Class “c” - 1 : 3 : 6 2.5 Other Materials A. Provide Other Materials, Not Specifically Described But Required For A Complete And Proper Installation, As Selected By The Contractor Subject To The Approval Of The Architect. 2.6 Placing Concrete A. Preparation 1.) Remove Foreign Matter Accumulated In The Forms. 2.) Rigidly Close Openings Left In The Frame Work. 3.) Wet Wood Forms Sufficiently To Tighten Up Cracks; Wet Other Material Sufficiently To Maintain Workability Of The Concrete. 4.) Use Only Clean Tools. B. Conveying 1.) Perform Concrete Placing At Such A Rate That Concrete Which Is Being Integrated With Fresh Concrete Is Still Plastic. 2.) Deposit Concrete In Its Final Position Without Segregation, Rehandling, Or Flowing. Place Concrete With Buggies, Buckets Or Wheelbarrows. No Chutes Shall Be Allowed Except To Transfer Concrete From The Mixer To The Buggies And Shall Not Exceed Six Meters In Total Length. 3.) Do Not Place Concrete With A Free Fall Of More Than 1-½ Meters, Except When Approved Sheet Metal Conduits, Pipes Or Elephant Trunks Are Employed. These Conveyers, When Used, Shall Be Kept Full Of Concrete And The Ends Kept Buried In The Newly Placed Concrete As Pouring Progresses. 4.) Do Not Use Concrete Which Becomes Non- Plastic Or Unworkable, Or Does Not Meet Required Quality Control Limits, Or Has Been Contaminated With Foreign Materials Remove Rejected Concrete From The Job Site. C. Placing Of Concrete 1.) Deposit Concrete In Horizontal Layers Not Deeper Than 60 Centimeters, And Avoid Inclined Construction Joints. 2.) Deposit Concrete In Its Final Position Within Three Hours From The Time Of Mixing, After Which It Will Be Rejected. 3.) Deposit And Consolidate Concrete Slabs In A Continuous Operation, Within Limits Of Construction Joints, Unit The Placing Of A Panel Or A Section Is Completed. 4.) Bring Slab Surfaces To The Correct Level With A Straightedge, And Then Strike Off. 5.) Use Bull Floats To Smooth The Surface, Leaving The Surface Free From Bumps And Hollows. 6.) Do Not Sprinkle Water On The Plastic Surface. Do Not Disturb The Slab Surface Prior To Start Of Finishing Operations. 2.7 Construction Joints A. General: 1.) When Stoppage Of Concreting Operation Occurs For Any Reason Place Construction Joints Either Horizontally Or Vertically And Provide With Shear Keys And Dowels To Develop Bond. 2.) Clean The Surface Of The Poured Concrete Against Which Fresh Concrete Is To Be Deposited Of All Laitance And Expose Aggregates Before Concreting Is Resumed. Coat Surface Thoroughly With Cement Grout. 2.9 Curing Concrete A. General 1.) Concrete Must Be Cured Thoroughly. Iii. Drying Bin Gi Plate, 1.2mm X 4’ X 8’ Angle Bar, 3mm X 38mm X 6m Bi Plate, 2mm X 4’ X 8’ Bi Plate, 3mm X 4’ X 8’ Channel Bar, 3” X 6m Flatbar, 3mm X 38mm X 6m Flatbar, 4mm X 100mm X 6m (frame Connector) Flatbar, 4m X 18mm X 6m Flatbar, 4mm X 25mm X 6m Flatbar, 5mm X 25mm X 6m Flatbar, 5mm X 50mm X 6m Ms Plate, Ga #18 X 4’ X8’ Ms Plate, Ga #20 X 4’ X 8’ Bended Plate, 4mm Thick X 12mm X 50mm X 1.8m Bended Plate, 4mm Thick X 12mm X 50mm X 0.9m Perforated Screen, Ga #18 (std. 1, 2.38mm Ø X 3’ X 6’ Cr Shaft, ¼” X 6m Cr Shaft, ¾” X 6m Cr Shaft, 3/8” X 6m Round Bar, 12mmø X 6m Square Bar, 12mmø X 6m Welding Rod Blind Rivets, 5/32” X ½” Capscrew 3/8” X 1” Capscrew 3/8” X 3” Capscrew 5/8” X 1” Capscrew 5/8” X 2-1/2” Capscrew 5/8” X 3” Capscrew 5/8” X 3-1/2” Capscrew 5/8” X 4” Hexnut, 3/8” Lockwasher, 5/8” Flatwasher, 5/8” Hexnut 5/8” Lacquer Thinner Qde Paint Black Qde Paint Silver Vulcaseal Abc 2em Coat Abc Accelerator Hardener Iv. Shed Assembly A. This Section Includes The Furnishing Of All Tools, Equipment, Materials And Other Incidentals In The Installation Roofing As Indicated In The Drawings. Provide The Following Materials Needed As Reflected And Shown In The Drawing For Completion Of Work. Bi Pipe, 2 ½” Sched. 40 X 6m (std) Bi Plate, 2mm X 4’ X 8” Capscrew 3/8” X 5-1/2” Capscrew 3/8” X 1-1/2” Capscrew 3/8” X 1” Capscrew 3/8” X 3/4” Flatbar, 4mm Thk X 75mm Width Flatbar, 4mm Thk X 100mm Width Flatbar, 4mm Thk X 38mm Width Flatbar, 4mm Thk X 127mm Width C-purlins 1.5” X 3” X 1.2mm X 6m Long C-purlins 2” X 3” X 1.5mm X 6m Long C-purlins 2” X 4” X 1.5mm X 6m Long Flatwasher 3/8” Corrugated G.i. Sheet 9144mm X 2440 X .4mm G. I. Ridge Roll Ga #25 (std) Hexnut 3/8” Ordinary Electrode 1/8” Ø Ms Plate, 3mm X 4’ X 8’ Lacquer Thinner Qde Paint Primer Tekscrew V. Furnace Assembly A. This Section Includes The Furnishing Of All Tools, Equipment, Materials And Other Incidentals In The Installation Roofing As Indicated In The Drawings. Provide The Following Materials Needed As Reflected And Shown In The Drawing For Completion Of Work. Fire Bricks Sk 32 Bricks Mortar Flatbar, 2” X 3/16”, 6m Long Round Bar 12mm Pvc Pipe, Orange Type 4” Pvc Elbow, Orange Type 4” Pvc Solvent 1:100 Speed Reducer (1/2 Hp Rating) G.i. Pipe Sched. 40, 6” (std) Roller Chain#60 Sprocket, 32 Teeth #40 Sprocket, 12 Teeth #41 Angle Bar, 2” X 2” X 3/16”, 6m V-pulley (18), 10” Ø Ms Sheet, 2mm Thk (4’ X 8”) Flange Bearing, 1- ¼” Ø Ms Plate, 6mm For Furnace Frame Vi. Blower & Blower Support Axial Type Blower, Air Duct And Engine Base Canvass Cloth (18” X 10”) V-belt 8-80 V-belt 8-66 V-pulley, 5” X 28 X 1-1/4” V-pulley, 4” X 30 X 30mm Vii. Engine And Accessories Engine: (prime Mover) 12 Hp Minimum, Water Cooled, Diesel Engine Maximum Power Developed: 80% Of The Rated Maximum Power Continuous Power Developed: 80% Of The Rated Maximum Power Must Be Available In The Local Market For At Least Thirty (30) Years Specific Fuel Consumption: 350 G/kw-hr (max) Moisture Meter: Digital Capacitance Type Can Read Palay And Corn Measurement Range: 9-36% Mcwb Power Supply: Dry Cells (1.54v, “aa”) Thermometer: Heavy Duty Dials And Probe Type Thermometer Range: 0-1000 Probe Length Not Less Than 4” Manometer: U-tube Type Manometer Mechanical Weighing Scale: Capacity: 100kgs-500kgs Platter Size: 462mm X 666mm Easy Zero Balancing Double Beam Type Platform Built-in Lock Rust Free Stainless Ruler Built-in Wheels For Easy Handling Bag Sewing Machine: Type: Single Thread Chin Stitch Voltage: 210-230v Sewing Speed: 1300-1700 Needle/min Input Power: 90w Needle Type: Ordinary 9k9 Polyester Seed Cleaner: Engine: 6.5 Hp (minimum), Four Stroke, Air Cooled, Single Inclined Cylinder, Gasoline / Diesel Input Capacity: 1,250 Kg/hr (minimum) Output Capacity: 1,163 Kg/hr (minimum) Purity Of Output: 98.20% Cleaning Recovery: 99.90% Cleaning Efficiency:75% Cleaning Losses: 0.132 Noise Level Db(a): 79.9 With A Set Of Manufacturer's Standard Tools Required For Maintenance Additional Requirements: Amtec Tested Coupled With Biomass Furnace (testing Material Rice) Shall Conform To Paes 201:2015 Heated – Air Mechanical Grain Dryer With Reflectorized Province Logo (minimum Of 4” Diameter) Warranty Period: 1 Year From The Date Of Acceptance Of The Recipient/ Beneficiary   Section Vii. Drawings All Annexes Shall Be Annexed And The Title Shall Be Specified As To What Plan The Drawing Pertain To Annex A – Architectural Design Annex B- Project Billboard Plan Section Viii. Bill Of Quantities Bid No. Agr- 24-1045-b Construction Of Three (3) Units Flatbed Dryer Brgy. Barasan, Dumangas; Brgy. Cabantohan, Lemery And Brgy. Linayuan, Badiangan, Iloilo Item Description Quantity Unit Unit Cost Total Cost No. I. Construction Of Flatbed Dryer (6 Tons Minimum Capacity) Heated-air Mechanical Grain Dryer A. Flooring 17.82 Cu.m. Pesos …………………… …………………… ……………………………………………………………… And ………………... Ctvs, (₽ ………… ) / Cu.m. ₽ ……………... B. Drying Bin 3.00 Lot Pesos And Ctvs. (p ) / Lot P C. Footing 6.00 Sets Pesos And Ctvs. (p ) / Sets P D. Shed Assembly 3.00 Lot Pesos And Ctvs. (p ) / Lot P E. Furnace 3.00 Lot Pesos And Ctvs. (p ) / Lot P F. Blower And Blower 3.00 Lot Pesos Support And Ctvs. (p ) / Lot P G. Engine And Accessories 3.00 Lot Pesos And Ctvs. (p ) / Lot P Total Bid Cost In Figures P Total Bid Cost In Words   Summary Of Costs Construction Of Three (3) Units Flatbed Dryer Brgy. Barasan, Dumangas; Brgy. Cabantohan, Lemery And Brgy. Linayuan, Badiangan, Iloilo Bid No. Agr- 24-1045-b Item No. Description Bid Amount I. Construction Of Flatbed Dryer (6 Tons Minimum Capacity) Heated-air Mechanical Grain Dryer A. Flooring ₱ _____________________________ B. Drying Bin ₱ _____________________________ C. Footing ₱ _____________________________ D. Shed Assembly ₱ _____________________________ E. Furnace ₱ _____________________________ F. Blower And Blower Support ₱ _____________________________ G. Engine And Accessories ₱ _____________________________ 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 Guidelines 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 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]

Details: On the south-eastern part of the campus "im Neuenheimer Feld" in Heidelberg, a multi-storey laboratory and research building in reinforced concrete skeleton construction with two underground and 4 above-ground floors for the Dkfz is to be erected. The building, which is around 24 m high and wide and around 45 m long, is divided into a northern and a southern access section as well as a freely usable laboratory area, which spans between the two sections and a metal-glass façade, on two floors with an F30 requirement , with cladding of the opaque areas as a rear-ventilated wooden facade. The sun protection is planned as an external screen on the two upper floors and as sun protection glass with printing on the ground floor. The other building facades of the access spans are clad with a rear-ventilated facade made of prefabricated reinforced concrete parts. On the north and south sides, a ground-based green facade with climbing aids is planned, each taking up about three quarters of the area. The flat roof is extensively planted and planned to be equipped with PV elements. On the 3rd floor, the inner courtyard has a spacious planting basin with intensive greening. In addition to the development of the building by the users, the infrastructure links also serve the technical media development of all areas of the Hlsk, laboratory media as well as electrical and EDP supply in the 4 shafts on all floors. In addition, the IT and Elt rooms can be found in the brackets on each floor. The sanitary and wet areas can be found on all floors with work and lounge rooms in the northern section. Due to the position of the main entrance in the northern part of the building, the Stb stairs located there and the elevator within the clasp function as a higher-level access. The southern stairwell with an identical Stb staircase serves as a second structural escape route. A qualified GMP area will be created on the ground floor in accordance with the currently valid GMP and radiation protection requirements, which will be supplied via a corresponding plenum located above. Above that, on the 1st floor, is the technical center for ventilation, which also supplies the theranostics area on the 2nd floor and the synthesis and radiochemistry laboratories on the 3rd floor. The exhaust air duct leads over two steel truss bridges to and from the existing cyclotron building to the high-rise building and over the same. Other technical systems for heating, sanitary, compressed air, electrical and building automation are located in the two basements. The heat pump with suction and injection well technology is housed in the heating center. The building will have a semi-stationary extinguishing system in some areas where smoke cannot be extracted for reasons of radiation protection. Apart from the aluminum and glass walls with clean room requirements on the ground floor, the interior design is done as dry construction, some areas are planked, doors are also planned as aluminum glass or painted sheet steel or wooden doors. Suspended ceilings are only available as plasterboard ceilings in some areas of the corridors for fire protection reasons and as open wooden slat ceilings in corridors without requirements and as walkable clean room ceilings between the ground floor and the plenum, the laboratories do not have suspended ceilings and are installed openly. Screeds are designed as bonded screeds or on a separating layer, are mostly provided with rubber floors and the surface of the corridor areas is finished. The sanitary areas are tiled. The outdoor facilities form their main extension in the western part of the property above the substructure with an inverted roof, retention areas, shrub areas, benches, access roads and bicycle parking spaces, where the main entrance is also located. In the east, the building ends with the property line directly on the public sidewalk. North and south of the building are smaller lawns across the full width of the building. Earthworks are taking place to a lesser extent than is usual with a building of this size, since most of this has already taken place as part of the demolition work. Minor demolition work is being done to establish the connection to the existing cart walkway to which the building and its supply and disposal lines connect. Be, shell including Ft facade and earthwork/shoring 950 cubic meters of excavation 1,300 square meters of Wu base plate 40-70 cm, insulation 14 cm, blinding layer, gravel filter layer 2,300 square meters of Stb outer walls 25-40 cm 2,300 square meters of Stb inner walls 25-40 cm 250 sqm non-door Masonry outer wall 17.5 cm 240 rm Stb-support facade 180 rm Stb-support inside 900 sqm masonry walls inner wall 17.5 cm 20 cbm baryte walls with 3,200 kg/cbm, misc. Wall thicknesses 4,800 sqm Stb ceilings 20 to 55 cm 24 runs Stb-ft-stairs with intermediate landings, Sbk 4, height delta Approx. 3 m per run 1,500 sqm Vhf made of exposed concrete elements 15 cm, mineral wool 16 cm 640 sqm Vhf made of glass fiber concrete elements 4 cm, mineral wool 16 cm steel construction, 1,200 running meters of steel girders, galvanized, partly powder-coated, lift 120 bis

Details: Description Philippine Bidding Documents (as Harmonized With Development Partners) Road Opening Project - Farm To Market Road At Brgy. Ilong Bukid, Badiangan, Iloilo Bid No. Agr-24-961-b Iloilo Provincial Government Sixth Edition Table Of Contents Glossary Of Terms, Abbreviations, And Acronyms 4 Section I. Invitation To Bid 7 Section Ii. Instructions To Bidders 9 1. Scope Of Bid 9 2. Funding Information 9 3. Bidding Requirements 9 4. Corrupt, Fraudulent, Collusive, Coercive, And Obstructive Practices 9 5. Eligible Bidders 10 6. Origin Of Associated Goods 10 7. Subcontracts 10 8. Pre-bid Conference 10 9. Clarification And Amendment Of Bidding Documents 10 10. Documents Comprising The Bid: Eligibility And Technical Components 11 11. Documents Comprising The Bid: Financial Component 11 12. Alternative Bids 11 13. Bid Prices 12 14. Bid And Payment Currencies 12 15. Bid Security 12 16. Sealing And Marking Of Bids 12 17. Deadline For Submission Of Bids 12 18. Opening And Preliminary Examination Of Bids 13 19. Detailed Evaluation And Comparison Of Bids 13 20. Post Qualification 13 21. Signing Of The Contract 13 Section Iii. Bid Data Sheet 14 Section Iv. General Conditions Of Contract 16 1. Scope Of Contract 16 2. Sectional Completion Of Works 16 3. Possession Of Site 16 4. The Contractor’s Obligations 16 5. Performance Security 17 6. Site Investigation Reports 17 7. Warranty 17 8. Liability Of The Contractor 17 9. Termination For Other Causes 17 10. Dayworks 18 11. Program Of Work 18 12. Instructions, Inspections And Audits 18 13. Advance Payment 18 14. Progress Payments 18 15. Operating And Maintenance Manuals 18 Section V. Special Conditions Of Contract 19 Section Vi. Specifications 20 Section Vii. Drawings 28 Section Viii. Bill Of Quantities 65 Section Ix. Checklist Of Technical And Financial Documents 69 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 Road Opening Project - Farm To Market Road At Brgy. Ilong Bukid, Badiangan, Iloilo Bid No. Agr-24-961-b The Iloilo Provincial Government, Through The 20% Nta Development Fund Fy-2024 – Road Networks – Farm To Market Road Intends To Apply The Sum Of Two Million Four Hundred Fifty Thousand Pesos (p2,450,000.00) Being The Approved Budget For The Contract (abc) To Payments Under The Contract For Agr-24-961-b For The Road Opening Project-farm To Market Road At Brgy. Ilong Bukid, Badiangan, Iloilo For The Bids Received In Excess Of The Abc Shall Be Automatically Rejected At Bid Opening. The Iloilo Provincial Government Now Invites Bids For The Above Procurement Project. Completion Of The Works Is Required Sixty (60) 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). 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. 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. 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 Five Thousand Pesos (p5,000.00). The Procuring Entity Shall Allow The Bidder To Present Its Proof Of Payment For The Fees In Person. 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 Bids Must Be Duly Received By The Bac Secretariat Through Manual Submission 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. All Bids Must Be Accompanied By A Bid Security In Any Of The Acceptable Forms And In The Amount Stated In Itb Clause 16. 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. 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. 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 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 Scope Of Bid The Procuring Entity, Iloilo Provincial Government Invites Bids For The Road Opening Project – Farm To Market Road At Brgy. Ilong Bukid, Badiangan, Iloilo With Project Identification Number Agr-24-961-b. The Procurement Project (referred To Herein As “project”) Is For The Construction Of Works, As Described In Section Vi (specifications). Funding Information The Gop Through The Source Of Funding As Indicated Below For 2024 In The Amount Of Two Million Four Hundred Fifty Thousand Pesos (p2,450,000.00) The Source Of Funding Is: A. 20% Nta Development Fund Fy 2024 – Road Networks – Farm To Market Road 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. 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. Eligible Bidders Only Bids Of Bidders Found To Be Legally, Technically, And Financially Capable Will Be Evaluated. 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. 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. The Bidders Shall Comply With The Eligibility Criteria Under Section 23.4.2 Of The 2016 Irr Of Ra No. 9184. 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. Subcontracts 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: Subcontracting Is Not Allowed. 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. 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. Documents Comprising The Bid: Eligibility And Technical Components The First Envelope Shall Contain The Eligibility And Technical Documents Of The Bid As Specified In Section Ix. Checklist Of Technical And Financial Documents. 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. 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. 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. 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. Documents Comprising The Bid: Financial Component The Second Bid Envelope Shall Contain The Financial Documents For The Bid As Specified In Section Ix. Checklist Of Technical And Financial Documents. Any Bid Exceeding The Abc Indicated In Paragraph 1 Of The Ib Shall Not Be Accepted. 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. 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. 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. Bid And Payment Currencies 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. Payment Of The Contract Price Shall Be Made In: Philippine Pesos. Bid Security 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. 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. 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. 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. Opening And Preliminary Examination Of Bids 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. The Preliminary Examination Of Bids Shall Be Governed By Section 30 Of The 2016 Revised Irr Of Ra No. 9184. Detailed Evaluation And Comparison Of Bids 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. 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. 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. 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. 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: Road Works/land Improvement 7.1 The Procuring Entity Has Prescribed That Subcontracting Is Not Allowed. 10.3 [specify If Another Contractor License Or Permit Is Required.] 10.4 The Key Personnel Must Meet The Required Minimum Years Of Experience Set Below: Key Personnel General Experience Relevant Experience 1-project Engineer 1 Year 1 Year 1-material Engineer 1 Year 1 Year 1-foreman 1 Year 1 Year 10.5 The Minimum Major Equipment Requirements Are The Following: Equipment Capacity Number Of Units Heavy Equipment Prime Mover - 2 Backhoe - 1 Dump Truck - 1 Motorized Road Grader - 1 Vibratory Roller - 1 Water Truck - 1 Bar Cutter & Bar Bender - 1 Concrete Vibrator - 1 One-bagger Mixer - 1 12 Alternative Bids Are Not Allowed 15.1 The Bid Security Shall Be In The Form Of A Bid Securing Declaration Or Any Of The Following Forms And Amounts: 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; 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 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. 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). Possession Of Site 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. 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. 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. Performance Security 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. 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. 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. Warranty 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. 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. 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. 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. 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. Program Of Work 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. 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. 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. 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. 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. Operating And Maintenance Manuals If Required, The Contractor Will Provide “as Built” Drawings And/or Operating And Maintenance Manuals As Specified In The Scc. 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 Other Structures, Such As Bailey And Wooden Bridges, Shallow Wells, Spring Developments, And Other Similar Structures:] Two (2) 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 Installed Or Constructed 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 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. Specification Scope Of Works The Works Include Furnishing Of Labor, Materials, Tools, Equipment And Other Incidentals Necessary To Complete The Project Such As: Miscellaneous Survey And Staking, Project Billboard/signboard, Mobilization/demobilization, Clearing And Grubbing, Structure Excavation, Embankment From Roadway Excavation, Embankment From Borrow, Subgrade Preparation, Aggregate Subbase Course, Reinforcing Steel, Structural Concrete (24 Mpa), And Concrete Slope Protection. Part B – Other General Requirements B.4 - Construction Survey And Staking B.4.1 Description This Item Shall Consist Of Furnishing The Necessary Equipment And Material To Survey, Stake, Calculate, And Record Data For The Control Of Work In Accordance With This Specification And In Conformity With The Lines, Grades And Dimensions Shown On The Plans Or As Established By The Engineer. B.4.2 Construction Requirements B.4.2.1 General Staking Activities Shall Be Included In The Construction Schedule To Be Submitted By The Contractor. Dates And Sequence Of Each Staking Activity Shall Be Included. The Engineer Shall Set Initial Reference Lines, Horizontal And Vertical Control Points, And Shall Furnish The Data For Use In Establishing Control For The Completion Of Each Element Of The Work. Data Relating To Horizontal And Vertical Alignments, Theoretical Slope Stake Catch Points, And Other Design Data Shall Be Furnished. The Contractor Shall Be Responsible For The True Settling Of The Works Or Improvements And For Correctness Of Positions, Levels, Dimensions And Alignment Of All Parts Of The Works. He Shall Provide All Necessary Instruments, Appliances, Materials And Supplies, And Labor In Connection Therewith. The Contractor Shall Provide A Survey Crew Supervisor At The Project Site Whenever Surveying/staking Activity Is In Progress. Prior To Construction, The Engineer Shall Be Notified Of Any Missing Initial Reference Lines, Controls, Points, Or Stakes. The Engineer Shall Reestablish Missing Initial Reference Lines, Controls, Points, Or Stakes. The Contractor For Convenient Use Of Government-furnished Data Shall Perform Additional Calculations. Immediate Notification Of Apparent Errors In The Initial Staking Or In The Furnished Data Shall Be Provided. All Initial Reference And Control Points Shall Be Preserved. At The Start Of Construction, All Destroyed Or Disturbed Initial Reference Or Control Points Necessary To The Work Shall Be Replaced. Before Surveying And Staking, The Contractor Shall Discuss And Coordinate The Following With The Engineer: 1. Surveying And Staking Methods 2. Stake Marking/concrete Monuments 3. Grade Control For Courses Of Material 4. Referencing 5. Structure Control 6. Any Other Procedures And Controls Necessary For The Work Established Controls Shall Be Within The Tolerances Shown In Table 1. Table 1: Construction Survey And Staking Tolerances (1) Staking Phase Horizontal Vertical Existing Government Network Control Points ±20mm ±8mm X √k ² Local Supplemental Control Points Set From Existing Government Network Points ±10mm ±3mm X √n³ Centerline Points (4) - (pc), (pt), (pot), And (pac) Including References ±10mm ±10mm Other Centerline Points ±50mm ±50mm Cross-section Points And Slope Stakes (5) ±50mm ±50mm Slope Stakes References ±50mm ±50mm Culverts, Ditches, And Minor Drainage Structures ±50mm ±20mm Retaining Walls And Curb And Gutter ±20mm ±10mm Bridge Substructures ±10mm (6) ±10mm Bridge Superstructures ±10mm (6) ±10mm Clearing And Grubbing Limits ±500mm Roadway Subgrade Finish Stakes (7) ±50mm ±10mm Roadway Finish Grade Stakes (7) ±50mm ±10mm (1) At 95% Confidence Level. Tolerances Are Relative To Existing Government Network Control Points. (2) K Is The Distance In Kilometers. (3) N Is The Number Of Instrument Setups. (4) Centerline Points: Pc - Point Of Curve, Pt - Point Of Tangent, Pot - Point On Tangent, Poc - Point On Curve (5) Take The Cross-sections Normal To The Centerline + 1 Degree. (6) Bridge Control Is Established As Local Network And The Tolerances Are Relative To That Network. (7) Include Pave Ditches. The Contractor Shall Prepare Field Notes In An Approved Format. All Field Notes And Supporting Documentation Shall Become The Property Of The Government Upon Completion Of The Work. Work Shall Only Be Started After Staking For The Affected Work Is Accepted. The Construction Survey And Staking Work May Be Spot-checked By The Engineer For Accuracy, And Unacceptable Portions Of Work May Be Rejected. Rejected Work Shall Be Resurveyed, And Work That Is Not Within The Tolerances Specified In Table 1 Shall Be Corrected. Acceptance Of The Construction Staking Shall Not Relieve The Contractor Of Responsibility For Correcting Errors Discovered During The Work And For Bearing All Additional Costs Associated With The Error, Unless Such Error Is Based On Incorrect Data Supplied In Writing By The Engineer, In Which Case, The Expense In Rectifying The Same Shall Be At The Expense Of The Government. In The Case Of "change" Or "changed Conditions" Which Involve Any Change In Stakeout, The Contractor Shall Coordinate With The Engineer And Facilitate The Prompt Reestablishment Of The Field Control For The Altered Or Adjusted Work. All Flagging, Lath, Stakes, And Other Staking Materials Shall Be Removed And Disposed After The Project Is Completed. B.4.2.2 Equipment Survey Instruments And Supporting Equipment Capable Of Achieving The Specified Tolerances Shall Be Furnished. Acceptable Tools, Supplies, And Stakes Of The Type And Quality Normally Used In Highway Survey Work And Suitable For The Intended Use Shall Be Furnished. Stakes And Hubs Of Sufficient Length To Provide A Solid Set In The Ground With Sufficient Surface Area Above Ground For Necessary Legible Markings Shall Also Be Furnished. B.4.2.3 Survey And Staking Requirements All Survey, Staking, Recording Of Data, And Calculations Necessary To Construct The Project From The Initial Layout To Final Completion Shall Be Performed. Stakes Shall Be Reset As Many Times As Necessary To Construct The Work. 1. Control Points Established Initial Horizontal And Vertical Control Points In Conflict With Construction Shall Be Relocated To Areas That Will Not Be Disturbed By Construction Operations. The Coordinates And Elevations For The Relocated Points Shall Be Furnished Before The Initial Points Are Disturbed. 2. Roadway Cross-sections Roadway Cross-sections Shall Be Taken Normal Or Perpendicular To The Centerline. When The Centerline Horizontal Curve Radius Is Less Than Or Equal To 150 Meters And Vertical Parabolic Curve Radius Is Less Than Or Equal To 100 Meters, Cross-sections Shall Be Taken At A Maximum Centerline Spacing Of 10 Meters. When The Centerline Horizontal Curve Radius Is Greater Than 150 Meters And Vertical Parabolic Curve Radius Is Greater Than 100 Meters, Cross-sections Shall Be Taken At A Maximum Centerline Spacing Of 20 Meters. Additional Cross-sections Shall Be Taken At Significant Breaks In Topography And At Changes In The Typical Roadway Section Including Transition Change To Super Elevated Sections. Along Each Cross-section, Points Shall Be Measured And Recorded At Breaks In Topography And At Changes In Typical Roadway Section Including Transition Change To Super Elevated Sections And Shall Be No Further Apart Than 5 Meters. Points Shall Be Measured And Recorded To At Least The Anticipated Slope Stake And Reference Locations. All Cross-section Distances Shall Be Reduced To Horizontal Distances From Centerline. 3. Slope Stakes And References Slope Stakes And References Shall Be Set On Both Sides Of Centerline At The Cross-section Locations. Slope Stakes Shall Be Established In The Field As The Actual Point Of Intersection Of The Design Roadway Slope With The Natural Ground Line. Slope Stake References Shall Be Set Outside The Clearing Limits. All Reference Point And Slope Stake Information Shall Be Included On The Reference Stakes. When Initial References Are Provided, Slope Stakes May Be Set From These Points With Verification Of The Slope Stake Location With Field Measurements. Slope Stakes On Any Section That Do Not Match With The Staking Report Within The Tolerances Established In Table 1 Shall Be Recatched. Roadway Cross-section Data Shall Be Taken Between Centerline And The New Slope Stake Location. Additional References Shall Be Set Even When The Initial References Are Provided. 4. Clearing And Grubbing Limits Clearing And Grubbing Limits Shall Be Set On Both Sides Of Centerline At Roadway Cross-section Locations, Extending One (1) Meter Beyond The Toe Of The Fill Slopes Or Beyond Rounding Of Cut Slopes As The Case Maybe For The Entire Length Of The Project Unless Otherwise Shown On The Plans Or As Directed By The Engineer. 5. Centerline Reestablishment Centerline Shall Be Reestablished From Instrument Control Points. The Maximum Spacing Between Centerline Points Shall Be 10 Meters When The Centerline Horizontal Curve Radius Is Less Than Or Equal To 150 Meters And Vertical Parabolic Curve Radius Is Less Than Or Equal To 100 Meters. When The Centerline Horizontal Curve Radius Is Greater Than 150 Meters And Vertical Parabolic Curve Radius Is Greater Than 100 Meters, The Maximum Distance Between Centerline Points Shall Be 20 Meters. 6. Grade Finishing Stakes Grade Finishing Stakes Shall Be Set For Grade Elevations And Horizontal Alignment, At The Centerline And At Each Shoulder Of Roadway Cross-section Locations. Stakes Shall Be Set At The Top Of Subgrade And The Top Of Each Aggregate Course. Where Turnouts Are Constructed, Stakes Shall Be Set At The Centerline, At Each Normal Shoulder, And At The Shoulder Of The Turnout. In Parking Areas, Hubs Shall Be Set At The Center And Along The Edges Of The Parking Area. Stakes Shall Be Set At All Ditches To Be Paved. The Maximum Longitudinal Spacing Between Stakes Shall Be 10 Meters When The Centerline Horizontal Curve Radius Is Less Than Or Equal To 150 Meters And Vertical Parabolic Curve Radius Is Less Than Or Equal To 100 Meters. When The Centerline Horizontal Curve Radius Is Greater Than 150 Meters And Vertical Parabolic Curve Radius Is Greater Than 100 Meters, The Maximum Longitudinal Spacing Between Stakes Shall Be 20 Meters. The Maximum Transverse Spacing Between Stakes Shall Be 5 Meters. Brushes Or Guard Stakes Shall Be Used At Each Stake. 7. Culverts Culverts Shall Be Staked To Fit Field Conditions. The Location Of Culverts May Differ From The Plans. The Following Shall Be Performed: A. Survey And Record The Ground Profile Along The Culvert Centerline Including Inlet And Outlet Channel Profile Of At Least 10 Meters And As Additionally Directed By The Engineer So As To Gather All Necessary Data For The Preparation Of Pipe Projection Plan. B. Determine The Slope Catch Points At The Inlet And Outlet. C. Set The Reference Points And Record Information Necessary To Determine Culvert Length And End Treatments. D. Plot Into Scale The Profile Along The Culvert Centerline Reflecting The Natural Ground Elevation, Invert Elevation, The Flow Line, The Roadway Section, And The Size, Length And The Degree Of Elbow Of Culvert, End Treatments, Grade And Other Appurtenances. E. Plot Into Scale The Cross-section Of Inlet And Outlet Channel At Not More Than 5 Meters Interval. F. Submit The Plotted Pipe Projection Plan For Approval Of Final Culvert Length, Alignment And Headwall. G. When The Pipe Projection Plan Has Been Approved, Set Drainage Culvert Structure Survey And Reference Stakes, And Stake Inlet And Outlet To Make The Structure Functional. 8. Retaining Walls And Other Types Of Slope Protection Works Profile Measurements Along The Face Of The Proposed Wall And 2 Meters In Front Of The Wall Face Shall Be Surveyed And Recorded. Cross-sections Shall Be Taken Within The Limits Designated By The Engineer At Every 5 Meters Along The Length Of The Wall And All Major Breaks In Terrain. For Each Cross-section, Points Shall Be Measured And Recorded Every 5 Meters And At All Major Breaks In Terrain. Adequate References And Horizontal And Vertical Control Points Shall Be Set. 9. Borrow And Waste Sites The Work Essential For Initial Layout And Measurement Of The Borrow Or Waste Site Shall Be Performed. A Referenced Baseline, Site Limits, And Clearing Limits Shall Be Established. Initial And Final Cross-sections Shall Be Surveyed And Recorded. 10. Permanent Monuments And Markers All Survey And Staking Necessary To Establish Permanent Monuments And Markers Shall Be Performed. 11. Miscellaneous Survey And Staking All Surveying, Staking, And Recording Of Data Essential For Establishing The Layout And Control Of The Following Shall Be Performed, As Applicable: A. Approach Roads And Trails B. Road Right Of Way And Construction Limit In Accordance With The Approved Parcellary Plan. C. Curb And Gutter D. Guardrail E. Parking Areas F. Paved Waterways And Outfall Structures G. Lined Canals And Other Ditches H. Chutes And Spillways I. Turf Establishment-s J. Utilities K. Signs, Delineators, And Object 9 Markers I. Pavement Markings B.4.3 Method Of Measurement Construction Survey And Staking Shall Be Measured By The Kilometer. Slope, Reference, And Clearing And Grubbing Stakes Shall Be Measured By The Kilometer. Centerline Establishment Shall Be Measured By The Kilometer. Centerline Reestablishment Shall Be Measured Only One Time. Culvert Survey And Staking Shall Be Measured By The Each. Grade Finishing Stakes Shall Be Measured By The Kilometer. Subgrade Shall Be Measured One Time And Each Aggregate Course Shall Also Be Measured One Time. Permanent Monuments And Markers Shall Be Measured By Each Unit Placed And Installed At The Proper Locations. Miscellaneous Survey And Staking Shall Be Measured By The Hour Of Survey Work Ordered Or By The Lump Sum. For Miscellaneous Survey And Staking Paid By The Hour, The Minimum Survey Crew Size Shall Be 2 Persons. Time Spent In Making Preparations, Travelling To And From The Project Site, Performing Calculations, Plotting Cross Sections And Other Data, Processing Computer Data, And Other Efforts Necessary To Successfully Accomplish Construction Survey And Staking Shall Not Be Measured Separately But Deemed Included As Subsidiary For Each Of The Pay Item. 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: Tarpaulin, White, 8ft X 8ft (coa) And 4ft X 8ft (pao): Resolution: 70 Dpi; Font: Helvetica; Font Size: Main Information – 3”; Sub-information – 1”; Font Color: Black; Suitable Frame: Rigid Wood Or Steel Frame With Post; And, 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 And Shall Be Measured For Payment. Basis Of Payment Payment Shall Be In Accordance With All The Cost Associated With The Compliance Of This Specification And Shall Be Included In The Contractor’s Bid Price. No Additional Or Separate Payment Will Be Made In This Regard As Well As For The Maintenance Of The Billboard. Pay Item Number Description Unit Of Measurement B.5 Project Billboard Each Part C – Earthwork Item 100 – Clearing And Grubbing 100.1 Description This Item Shall Consist Of Clearing, Grubbing, Removing And Disposing All Vegetation And Debris As Designated In The Contract, Except Those Objects That Are Designated To Remain In Place Or Are To Be Removed In Consonance With Other Provisions Of This Specification. The Work Shall Also Include The Preservation From Injury Or Defacement Of All Objects Designated To Remain. 100.2 Construction Requirements 100.2.1 General The Engineer Will Establish The Limits Of Work And Designate All Trees, Shrubs, Plants And Other Things To Remain. The Contractor Shall Preserve All Objects Designated To Remain. Paint Required For Cut Or Scarred Surface Of Trees Or Shrubs Selected For Retention Shall Be An Approved Asphaltum Base Paint Prepared Especially For Tree Surgery. Clearing Shall Extend One (1) Meter Beyond The Toe Of The Fill Slopes Or Beyond Rounding Of Cut Slopes As The Case Maybe For The Entire Length Of The Project Unless Otherwise Shown On The Plans Or As Directed By The Engineer And Provided It Is Within The Right Of Way Limits Of The Project, With The Exception Of Trees Under The Jurisdiction Of The Forest Management Bureau (fmb). 100.2.2 Clearing And Grubbing All Surface Objects And All Trees, Stumps, Roots And Other Protruding Obstructions, Not Designated To Remain, Shall Be Cleared And/or Grubbed, Including Mowing As Required, Except As Provided Below: (1) Removal Of Undisturbed Stumps And Roots And Nonperishable Solid Objects With A Minimum Depth Of One (1) Meter Below Subgrade Or Slope Of Embankment Will Not Be Required. (2) In Areas Outside Of The Grading Limits Of Cut And Embankment Areas, Stumps And Nonperishable Solid Objects Shall Be Cut Off Not More Than 150 Mm (6 Inches) Above The Ground Line Or Low Water Level. (3) In Areas To Be Rounded At The Top Of Cut Slopes, Stumps Shall Be Cut Off Flush With Or Below The Surface Of The Final Slope Line. (4) Grubbing Of Pits, Channel Changes And Ditches Will Be Required Only To The Depth Necessitated By The Proposed Excavation Within Such Areas. (5) In Areas Covered By Cogon/talahib, Wild Grass And Other Vegetations, Top Soil Shall Be Cut To A Maximum Depth Of 150 Mm Below The Original Ground Surface Or As Designated By The Engineer, And Disposed Outside The Clearing And Grubbing Limits As Indicated In The Typical Roadway Section. Except In Areas To Be Excavated, Stump Holes And Other Holes From Which Obstructions Are Removed Shall Be Backfilled With Suitable Material And Compacted To The Required Density. If Perishable Material Is Burned, It Shall Be Burned Under The Constant Care Of Component Watchmen At Such Times And In Such A Manner That The Surrounding Vegetation, Other Adjacent Property, Or Anything Designated To Remain On The Right Of Way Will Not Be Jeopardized. If Permitted, Burning Shall Be Done In Accordance With Applicable Laws, Ordinances, And Regulation. The Contractor Shall Use High Intensity Burning Procedures, (i.e., Incinerators, High Stacking Or Pit And Ditch Burning With Forced Air Supplements) That Produce Intense Burning With Little Or No Visible Smoke Emission During The Burning Process. At The Conclusion Of Each Burning Session, The Fire Shall Be Completely Extinguished So That No Smoldering Debris Remains. In The Event That The Contractor Is Directed By The Engineer Not To Start Burning Operations Or To Suspend Such Operations Because Of Hazardous Weather Conditions, Material To Be Burned Which Interferes With Subsequent Construction Operations Shall Be Moved By The Contractor To Temporary Locations Clear Of Construction Operations And Later, If Directed By The Engineer, Shall Be Placed On A Designated Spot And Burned. Materials And Debris Which Cannot Be Burned And Perishable Materials May Be Disposed Off By Methods And At Locations Approved By The Engineer, On Or Off The Project. If Disposal Is By Burying, The Debris Shall Be Placed In Layers With The Material So Disturbed To Avoid Nesting. Each Layer Shall Be Covered Or Mixed With Earth Material By The Land-fill Method To Fill All Voids. The Top Layer Of Material Buried Shall Be Covered With At Least 300 Mm (12 Inches) Of Earth Or Other Approved Material And Shall Be Graded, Shaped And Compacted To Present A Pleasing Appearance. If The Disposal Location Is Off The Project, The Contractor Shall Make All Necessary Arrangements With Property Owners In Writing For Obtaining Suitable Disposal Locations Which Are Outside The Limits Of View From The Project. The Cost Involved Shall Be Included In The Unit Bid Price. A Copy Of Such Agreement Shall Be Furnished To The Engineer. The Disposal Areas Shall Be Seeded, Fertilized And Mulched At The Contractor’s Expense. Woody Material May Be Disposed Off By Chipping. The Wood Chips May Be Used For Mulch, Slope Erosion Control Or May Be Uniformly Spread Over Selected Areas As Directed By The Engineer. Wood Chips Used As Mulch For Slope Erosion Control Shall Have A Maximum Thickness Of 12 Mm (1/2 Inch) And Faces Not Exceeding 3900 Mm2 (6 Square Inches) On Any Individual Surface Area. Wood Chips Not Designated For Use Under Other Sections Shall Be Spread Over The Designated Areas In Layers Not To Exceed 75 Mm (3 Inches) Loose Thickness. Diseased Trees Shall Be Buried Or Disposed Off As Directed By The Engineer. All Merchantable Timber In The Clearing Area Which Has Not Been Removed From The Right Of Way Prior To The Beginning Of Construction, Shall Become The Property Of The Contractor, Unless Otherwise Provided. Low Hanging Branches And Unsound Or Unsightly Branches On Trees Or Shrubs Designated To Remain Shall Be Trimmed As Directed. Branches Of Trees Extending Over The Roadbed Shall Be Trimmed To Give A Clear Height Of 6 M (20 Feet) Above The Roadbed Surface. All Trimming Shall Be Done By Skilled Workmen And In Accordance With Good Tree Surgery Practices. Timber Cut Inside The Area Staked For Clearing Shall Be Felled Within The Area To Be Cleared. 100.2.3 Individual Removal Of Trees Or Stumps Individual Trees Or Stumps Designated By The Engineer For Removal And Located In Areas Other Than Those Established For Clearing And Grubbing And Roadside Cleanup Shall Be Removed And Disposed Off As Specified Under Subsection 100.2.2 Except Trees Removed Shall Be Cut As Nearly Flush With The Ground As Practicable Without Removing Stumps. 100.3 Method Of Measurement Measurement Will Be By One Or More Of The Following Alternate Methods: 1. Area Basis. The Work To Be Paid For Shall Be The Number Of Hectares And Fractions Thereof Acceptably Cleared And Grubbed Within The Limits Indicated On The Plans Or As May Be Adjusted In Field Staking By The Engineer. Areas Not Within The Clearing And Grubbing Limits Shown On The Plans Or Not Staked For Clearing And Grubbing Will Not Be Measured For Payment. 2. Lump-sum Basis. When The Bill Of Quantities Contains A Clearing And Grubbing Lump-sum Item, No Measurement Of Area Will Be Made For Such Item. 3. Individual Unit Basis (selective Clearing). The Diameter Of Trees Will Be Measured At A Height Of 1.4 M (54 Inches) Above The Ground. Trees Less Than 150 Mm (6 Inches) In Diameter Will Not Be Measured For Payment. When Bill Of Quantities Indicates Measurement Of Trees By Individual Unit Basis, The Units Will Be Designated And Measured In Accordance With The Following Schedule Of Sizes: Diameter At Height Of 1.4 M Pay Item Designation Over 150 Mm To 900 Mm Small Over 900 Mm Large 100.4 Basis Of Payment The Accepted Quantities, Measured As Prescribed In Section 100.3, Shall Be Paid For At The Contract Unit Price For Each Of The Pay Items Listed Below That Is Included In The Bill Of Quantities, Which Price And Payment Shall Be Full Compensation For Furnishing All Labor, Equipment, Tools And Incidentals Necessary To Complete The Work Prescribed In This Item. Payment Will Be Made Under: Pay Item Number Description Unit Of Measurement 100 (1) Clearing And Grubbing Hectare 100 (2) Clearing And Grubbing Lump Sum 100 (3) Individual Removal Of Trees, Small Each 100 (4) Individual Removal Of Trees, Large Each Item 102 - Excavation 102.1 Description This Item Shall Consist Of Roadway Drainage And Borrow Excavation, And The Disposal Of Material In Accordance With This Specification And In Conformity With The Lines, Grades And Dimensions Shown On The Plans Or Established By The Engineer. 102.1.1 Roadway Excavation Roadway Excavation Will Include Excavation And Grading For Roadways, Parking Areas, Intersections, Approaches, Slope Rounding, Benching, Waterways And Ditches; Removal Of Unsuitable Material From The Roadbed And Beneath Embankment Areas; And Excavating Selected Material Found In The Roadway As Ordered By The Engineer For Specific Use In The Improvement. Roadway Excavation Will Be Classified As "unclassified Excavation", "rock Excavation", "common Excavation", Or "muck Excavation" As Indicated In The Bill Of Quantities And Hereinafter Described. (1) Unclassified Excavation. Unclassified Excavation Shall Consist Of The Excavation And Disposal Of All Materials Regardless Of Its Nature, Not Classified And Included In The Bill Of Quantities Under Other Pay Items. (2) Rock Excavation. Rock Excavation Shall Consist Of Excavation Of Igneous, Sedimentary And Metamorphic Rocks Which Cannot Be Excavated Without Blasting Or The Use Of Rippers, And All Boulders Or Other Detached Stones Each Having A Volume Of 1 Cubic Meter Or More As Determined By Physical Measurements Or Visually By The Engineer. (3) Common Excavation. Common Excavations Shall Consist Of All Excavation Not Included In The Bill Of Quantities Under "rock Excavation" Or Other Pay Items. (4) Muck Excavation. Muck Excavation Shall Consist Of The Removal And Disposal Of Deposits Of Saturated Or Unsaturated Mixtures Of Soils And Organic Matter Not Suitable For Foundation Materials Regardless Of Moisture Content. 102.1.2 Borrow Excavation Borrow Excavation Shall Consist Of The Excavation And Utilization Of Approved Materials Required For The Construction Of Embankments Or For Other Portions Of The Work, And Shall Be Obtained From Approved Sources, In Accordance With Clause 61, Standard Specifications For Public Works And Highways, Volume I And The Following: Borrow, Case 1 Borrow Case 1 Will Consist Of Material Obtained From Sources Designated On The Plans Or In The Special Provisions. Borrow, Case 2 Borrow Case 2 Will Consist Of Material Obtained From Sources Provided By The Contractor. The Material Shall Meet The Quality Requirements Determined By The Engineer Unless Otherwise Provided In The Contract. 102.2 Construction Requirements 102.2.1 General When There Is Evidence Of Discrepancies On The Actual Elevations And That Shown On The Plans, A Pre-construction Survey Referred To The Datum Plane Used In The Approved Plan Shall Be Undertaken By The Contractor Under The Control Of The Engineer To Serve As Basis For The Computation Of The Actual Volume Of The Excavated Materials. All Excavations Shall Be Finished To Reasonably Smooth And Uniform Surfaces. No Materials Shall Be Wasted Without Authority Of The Engineer. Excavation Operations Shall Be Conducted So That Material Outside Of The Limits Of Slopes Will Not Be Disturbed. Prior To Excavation, All Necessary Clearing And Grubbing In That Area Shall Have Been Performed In Accordance With Item 100, Clearing And Grubbing. 102.2.2 Conservation Of Topsoil Where Provided For On The Plans Or In The Special Provisions, Suitable Topsoil Encountered In Excavation And On Areas Where Embankment Is To Be Placed Shall Be Removed To Such Extent And To Such Depth As The Engineer May Direct. The Removed Topsoil Shall Be Transported And Deposited In Storage Piles At Locations Approved By The Engineer. The Topsoil Shall Be Completely Removed To The Required Depth From Any Designated Area Prior To The Beginning Of Regular Excavation Or Embankment Work In The Area And Shall Be Kept Separate From Other Excavated Materials For Later Use. 102.2.3 Utilization Of Excavated Materials All Suitable Materials Removed From The Excavation Shall Be Used In The Formation Of The Embankment, Subgrade, Shoulders, Slopes, Bedding, And Backfill For Structures, And For Other Purposes Shown On The Plans Or As Directed. The Engineer Will Designate As Unsuitable Those Soils That Cannot Be Properly Compacted In Embankments. All Unsuitable Materials Shall Be Disposed Of As Shown On The Plans Or As Directed Without Delay To The Contractor. Only Approved Materials Shall Be Used In The Construction Of Embankments And Backfills. All Excess Materials, Including Rock And Boulders That Cannot Be Used In Embankments Shall Be Disposed Of As Directed. Materials Encountered In The Excavation And Determined By The Engineer As Suitable For Topping, Road Finishing, Slope Protection, Or Other Purposes Shall Be Conserved And Utilized As Directed By The Engineer. Borrow Materials Shall Not Be Placed Until After The Readily Accessible Materials From Roadway Excavation Has Been Placed In The Fill, Unless Otherwise Permitted Or Directed By The Engineer. If The Contractor Places More Borrow Than Is Required And Thereby Causes A Waste Of Excavation, The Amount Of Such Waste Will Be Deducted From The Borrow Volume. 102.2.4 Prewatering Excavation Areas And Borrow Pits May Be Prewatered Before Excavating The Material. When Prewatering Is Used, The Areas To Be Excavated Shall Be Moistened To The Full Depth, From The Surface To The Bottom Of The Excavation. The Water Shall Be Controlled So That The Excavated Material Will Contain The Proper Moisture To Permit Compaction To The Specified Density With The Use Of Standard Compacting Equipment. Prewatering Shall Be Supplemented Where Necessary, By Truck Watering Units, To Ensure That The Embankment Material Contains The Proper Moisture At The Time Of Compaction. The Contractor Shall Provide Drilling Equipment Capable Of Suitably Checking The Moisture Penetration To The Full Depth Of The Excavation. 102.2.5 Presplitting Unless Otherwise Provided In The Contract, Rock Excavation Which Requires Drilling And Shooting Shall Be Presplit. Presplitting To Obtain Faces In The Rock And Shale Formations Shall Be Performed By: (1) Drilling Holes At Uniform Intervals Along The Slope Lines, (2) Loading And Stemming The Holes With Appropriate Explosives And Stemming Material, And (3) Detonating The Holes Simultaneously. Prior To Starting Drilling Operations For Presplitting, The Contractor Shall Furnish The Engineer A Plan Outlining The Position Of All Drill Holes Depth Of Drilling, Type Of Explosives To Be Used, Loading Pattern And Sequence Of Firing. The Drilling And Blasting Plan Is For Record Purposes Only And. Will Not Absolve The Contractor Of His Responsibility For Using Proper Drilling And Blasting Procedures. Controlled Blasting Shall Begin With A Short Test Section Of A Length Approved By The Engineer. The Test Section Shall Be Presplit, Production Drilled And Blasted And Sufficient Material Excavated Whereby The Engineer Can Determine If The Contractor’s Methods Are Satisfactory. The Engineer May Order Discontinuance Of The Presplitting When He Determines That The Materials Encountered Have Become Unsuitable For Being Presplit. The Holes Shall Be Charged With Explosives Of The Size, Kind, Strength, And At The Spacing Suitable For The Formations Being Presplit, And With Stemming Material Which Passes A 9.5 Mm Standard Sieve And Which Has The Qualities For Proper Confinement Of The Explosives. The Finished Presplit Slope Shall Be Reasonably Uniform And Free Of Loose Rock. Variance From The True Plane Of The Excavated Backs Lope Shall Not Exceed 300 Mm; However, Localized Irregularities Or Surface Variations That Do Not Constitute A Safety Hazard Or An Impairment To Drainage Courses Or Facilities Will Be Permitted. A Maximum Offset Of 600 Mm Will Be Permitted For A Construction Working Bench At The Bottom Of Each Lift For Use In Drilling The Next Lower Presplitting Pattern. 102.2.6 Excavation Of Ditches, Gutters, Etc. All Materials Excavated From Side Ditches And Gutters, Channel Changes, Irrigation Ditches, Inlet And Outlet Ditches, Toe Ditches, Furrow Ditches And Such Other Ditches As May Be Designated On The Plans Or Staked' By The Engineer, Shall Be Utilized As Provided In Subsection 102.2.3. Ditches Shall Conform To The Slope, Grade, And Shape Of The Required Cross-section, With No Projections Of Roots, Stumps, Rock, Or Similar Matter. The Contractor Shall Maintain And Keep Open And Free From Leaves, Sticks, And Other Debris All Ditches Dug By Him Until Final Acceptance Of The Work. Furrow Ditches Shall Be Formed By Plowing A Continuous Furrow Along The Line Staked By The Engineer. Methods Other Than Plowing May Be Used If Acceptable To The Engineer. The Ditches Shall Be Cleaned Out By Hand Shovel Work, By Ditcher, Or By Some Other Suitable Method, Throwing All Loose Materials On The Downhill Side So That The Bottom Of The Finished Ditch Shall Be Approximately 450 Mm Below The Crest Of The Loose Material Piled On The Downhill Side. Hand Finish Will Not Be Required, But The Flow Lines Shall Be In Satisfactory Shape To Provide Drainage Without Overflow. 102.2.7 Excavation Of Roadbed Level Rock Shall Be Excavated To A Depth Of 150 Mm Below Subgrade Within The Limits Of The Roadbed, And The Excavation Backfilled With Material Designated On The Plans Or Approved By The Engineer And Compacted To The Required Density. When Excavation Methods Employed By The Contractor Leave Undrained Pockets In The Rock Surface, The Contractor Shall At His Own Expense, Properly Drain Such Depressions Or When Permitted By The Engineer Fill The Depressions With Approved Impermeable Material. Material Below Subgrade, Other Than Solid Rock Shall Be Thoroughly Scarified To A Depth Of 150 Mm And The Moisture Content Increased Or Reduced, As Necessary, To Bring The Material Throughout This 150 Mm Layer To The Moisture Content Suitable For Maximum Compaction. This Layer Shall Then Be Compacted In Accordance With Subsection 104.3.3. 102.2.8 Borrow Areas The Contractor Shall Notify The Engineer Sufficiently In Advance Of Opening Any Borrow Areas So That Cross-section Elevations And Measurements Of The Ground Surface After Stripping May Be Taken, And The Borrow Material Can Be Tested Before Being Used. Sufficient Time For Testing The Borrow Material Shall Be Allowed. All Borrow Areas Shall Be Bladed And Left In Such Shape As To Permit Accurate Measurements After Excavation Has Been Completed. The Contractor Shall Not Excavate Beyond The Dimensions And Elevations Established, And No Material Shall Be Removed Prior To The Staking Out And Cross-sectioning Of The Site. The Finished Borrow Areas Shall Be Approximately True To Line And Grade Established And Specified And Shall Be Finished, As Prescribed In Clause 61, Standard Specifications For Public Works And Highways, Volume 1. When Necessary To Remove Fencing, The Fencing Shall Be Replaced In At Least As Good Condition As It Was Originally. The Contractor Shall Be Responsible For The Confinement Of Livestock When A Portion Of The Fence Is Removed. 102.2.9 Removal Of Unsuitable Material Where The Plans Show The Top Portion Of The Roadbed To Be Selected Topping, All Unsuitable Materials Shall Be Excavated To The Depth Necessary For Replacement Of The Selected Topping To The Required Compacted Thickness. Where Excavation To The Finished Graded Section Results In A Subgrade Or Slopes Of Unsuitable Soil, The Engineer May Require The Contractor To Remove The Unsuitable Material And Backfill To The Finished Graded Section With Approved Material. The Contractor Shall Conduct His Operations In Such A Way That The Engineer Can Take The Necessary Cross-sectional Measurements Before The Backfill Is Placed. The Excavation Of Muck Shall Be Handled In A Manner That Will Not Permit The Entrapment Of Muck Within The Backfill. The Material Used For Backfilling Up To The Ground Line Or Water Level, Whichever Is Higher, Shall Be Rock Or Other Suitable Granular Material Selected From The Roadway Excavation, If Available. If Not Available, Suitable Material Shall Be Obtained From Other Approved Sources. Unsuitable Material Removed Shall Be Disposed Of In Designated Areas Shown On The Plans Or Approved By The Engineer. 102.3 Method Of Measurement The Cost Of Excavation Of Material Which Is Incorporated In The Works Or In Other Areas Of Fill Shall Be Deemed To Be Included In The Items Of Work Where The Material Is Used. Measurement Of Unsuitable Or Surplus Material Shall Be The Net Volume In Its Original Position. For Measurement Purposes, Surplus Suitable Material Shall Be Calculated As The Difference Between The Net Volumes Of Suitable Material Required To Be Used In Embankment Corrected By Applying Shrinkage Factor Or A Swell Factor In Case Of Rock Excavation, Determined By Laboratory Tests To Get Its Original Volume Measurement, And The Net Volume Of Suitable Material From Excavation In The Original Position. Separate Pay Items Shall Be Provided For Surplus Common, Unclassified And Rock Material. The Contractor Shall Be Deemed To Have Included In The Contract Unit Prices All Costs Of Obtaining Land For The Disposal Of Unsuitable Or Surplus Material. Item 103 - Structure Excavation 103.1 Description This Item Shall Consist Of The Necessary Excavation For Foundation Of Bridges, Culverts, Underdrains, And Other Structures Not Otherwise Provided For In The Specifications. Except As Otherwise Provided For Pipe Culverts, The Backfilling Of Completed Structures And The Disposal Of All Excavated Surplus Materials, Shall Be In Accordance With These Specifications And In Reasonably Close Conformity With The Plans Or As Established By The Engineer. This Item Shall Include Necessary Diverting Of Live Streams, Bailing, Pumping, Draining, Sheeting, Bracing, And The Necessary Construction Of Cribs And Cofferdams, And Furnishing The Materials Therefore, And The Subsequent Removal Of Cribs And Cofferdams And The Placing Of All Necessary Backfill. It Shall Also Include The Furnishing And Placing Of Approved Foundation Fill Material To Replace Unsuitable Material Encountered Below The Foundation Elevation Of Structures. No Allowance Will Be Made For Classification Of Different Types Of Material Encountered. 103.2 Construction Requirements 103.2.1 Clearing And Grubbing Prior To Starting Excavation Operations In Any Area, All Necessary Clearing And Grubbing In That Area Shall Have Been Performed In Accordance With Item 100, Clearing And Grubbing. 103.2.2 Excavation (1) General, All Structures. The Contractor Shall Notify The Engineer Sufficiently In Advance Of The Beginning Of Any Excavation So That Cross-sectional Elevations And Measurements May Be Taken On The Undisturbed Ground. The Natural Ground Adjacent To The Structure Shall Not Be Disturbed Without Permission Of The Engineer. Trenches Or Foundation Pits For Structures Or Structure Footings Shall Be Excavated To The Lines And Grades Or Elevations Shown On The Plans Or As Staked By The Engineer. They Shall Be Of Sufficient Size To Permit The Placing Of Structures Or Structure Footings Of The Full Width And Length Shown. The Elevations Of The Bottoms Of Footings, As Shown On The Plans, Shall Be Considered As Approximate Only And The Engineer May Order, In Writing, Such Changes In Dimensions Or Elevations Of Footings As May Be Deemed Necessary, To Secure A Satisfactory Foundation. Boulders, Logs, And Other Objectionable Materials Encountered In Excavation Shall Be Removed. After Each Excavation Is Completed, The Contractor Shall Notify The Engineer To That Effect And No Footing, Bedding Material Or Pipe Culvert Shall Be Placed Until The Engineer Has Approved The Depth Of Excavation And The Character Of The Foundation Material. (2) Structures Other Than Pipe Culverts. All Rock Or Other Hard Foundation Materials Shall Be Cleaned Of All Loose Materials, And Cut To A Firm Surface, Either Level, Stepped, Or Serrated As Directed By The Engineer. All Seams Or Crevices Shall Be Cleaned And Grouted. All Loose And Disintegrated Rocks And Thin Strata Shall Be Removed. When The Footing Is To Rest On Material Other Than Rock, Excavation To Final Grade Shall Not Be Made Until Just Before The Footing Is To Be Placed. When The Foundation Material Is Soft Or Mucky Or Otherwise Unsuitable, As Determined By The Engineer, The Contractor Shall Remove The Unsuitable Material And Backfill With Approved Granular Material. This Foundation Fill Shall Be Placed And Compacted In 150 Mm Layers Up To The Foundation Elevation. When Foundation Piles Are Used, The Excavation Of Each Pit Shall Be Completed Before The Piles Are Driven And Any Placing Of Foundation Fill Shall Be Done After The Piles Are Driven. After The Driving Is Completed, All Loose And Displaced Materials Shall Be Removed, Leaving A Smooth, Solid Bed To Receive The Footing. (3) Pipe Culverts. The Width Of The Pipe Trench Shall Be Sufficient To Permit Satisfactory Jointing Of The Pipe And Thorough Tamping Of The Bedding Material Under And Around The Pipe. Where Rock, Hardpan, Or Other Unyielding Material Is Encountered, It Shall Be Removed Below The Foundation Grade For A Depth Of At Least 300 Mm Or 4 Mm For Each 100 Mm Of Fill Over The Top Of Pipe, Whichever Is Greater, But Not To Exceed Three-quarters Of The Vertical Inside Diameter Of The Pipe. The Width Of The Excavation Shall Be At Least 300 Mm Greater Than The Horizontal Outside Diameter Of The Pipe. The Excavation Below Grade Shall Be Backfilled With Selected Fine Compressible Material, Such As Silty Clay Or Loam, And Lightly Compacted In Layers Not Over 150 Mm In Uncompacted Depth To Form A Uniform But Yielding Foundation. Where A Firm Foundation Is Not Encountered At The Grade Established, Due To Soft, Spongy, Or Other Unstable Soil, Such Unstable Soil Under The Pipe And For A Width Of At Least One Diameter On Each Side Of The Pipe Shall Be Removed To The Depth Directed By The Engineer And Replaced With Approved Granular Foundation Fill Material Properly Compacted To Provide Adequate Support For The Pipe, Unless Other Special Construction Methods Are Called For On The Plans. The Foundation Surface Shall Provide A Firm Foundation Of Uniform Density Throughout The Length Of The Culvert And If Directed By The Engineer, Shall Be Cambered In The Direction Parallel To The Pipe Centerline. Where Pipe Culverts Are To Be Placed In Trenches Excavated In Embankments, The Excavation Of Each Trench Shall Be Performed After The Embankment Has Been Constructed To A Plane Parallel To The Proposed Profile Grade And To Such Height Above The Bottom Of The Pipe As Shown On The Plans Or Directed By The Engineer. 103.2.3 Utilization Of Excavated Materials All Excavated Materials, So Far As Suitable, Shall Be Utilized As Backfill Or Embankment. The Surplus Materials Shall Be Disposed Of In Such Manner As Not To Obstruct The Stream Or Otherwise Impair The Efficiency Or Appearance Of The Structure. No Excavated Materials Shall Be Deposited At Any Time So As To Endanger The Partly Finished Structure. 103.2.4 Cofferdams Suitable And Practically Watertight Cofferdams Shall Be Used Wherever Water-bearing Strata Are Encountered Above The Elevation Of The Bottom Of The Excavation. If Requested, The Contractor Shall Submit Drawings Showing His Proposed Method Of Cofferdam Construction, As Directed By The Engineer. Cofferdams Or Cribs For Foundation Construction Shall In General, Be Carried Well Below The Bottoms Of The Footings And Shall Be Well Braced And As Nearly Watertight As Practicable. In General, The Interior Dimensions Of Cofferdams Shall Be Such As To Give Sufficient Clearance For The Construction Of Forms And The Inspection Of Their Exteriors, And To Permit Pumping Outside Of The Forms. Cofferdams Or Cribs Which Are Tilted Or Moved Laterally During The Process Of Sinking Shall Be Righted Or Enlarged So As To Provide The Necessary Clearance. When Conditions Are Encountered Which, As Determined By The Engineer, Render It Impracticable To Dewater The Foundation Before Placing The Footing, The Engineer May Require The Construction Of A Concrete Foundation Seal Of Such Dimensions As He May Consider Necessary, And Of Such Thickness As To Resist Any Possible Uplift. The Concrete For Such Seal Shall Be Placed As Shown On The Plans Or Directed By The Engineer. The Foundation Shall Then Be Dewatered And The Footing Placed. When Weighted Cribs Are Employed And The Mass Is Utilized To Overcome Partially The Hydrostatic Pressure Acting Against The Bottom Of The Foundation Seal, Special Anchorage Such As Dowels Or Keys Shall Be Provided To Transfer The Entire Mass Of The Crib To The Foundation Seal. When A Foundation Seal Is Placed Under Water, The Cofferdams Shall Be Vented Or Ported At Low Water Level As Directed. Cofferdams Shall Be Constructed So As To Protect Green Concrete Against Damage From Sudden Rising Of The Stream And To Prevent Damage To The Foundation By Erosion. No Timber Or Bracing Shall Be Left 30 In Cofferdams Or Cribs In Such A Way As To Extend Into Substructure Masonry, Without Written Permission From The Engineer. Any Pumping That May Be Permitted From The Interior Of Any Foundation Enclosure Shall Be Done In Such A Manner As To Preclude The Possibility Of Any Portion Of The Concrete Material Being Carried Away. Any Pumping Required During The Placing Of Concrete, Or For A Period Of At Least 24 Hours Thereafter, Shall Be Done From A Suitable Sump Located Outside The Concrete Forms. Pumping To Dewater A Sealed Cofferdam Shall Not Commence Until The Seal Has Set Sufficiently To Withstand The Hydrostatic Pressure. Unless Otherwise Provided, Cofferdams Or Cribs, With All Sheeting And Bracing Involved Therewith, Shall Be Removed By The Contractor After The Completion Of The Substructure. Removal Shall Be Effected In Such Manner As Not To Disturb Or Mar Finished Masonry. 103.2.5 Preservation Of Channel Unless Otherwise Permitted, No Excavation Shall Be Made Outside Of Caissons, Cribs, Cofferdams, Or Sheet Piling, And The Natural Stream Bed Adjacent To Structure Shall Not Be Disturbed Without Permission From The Engineer. If Any Excavation Or Dredging Is Made At The Side Of The Structure Before Caissons, Cribs, Or Cofferdams Are Sunk In Place, The Contractor Shall, After The Foundation Base Is In Place, Backfill All Such Excavations To The Original Ground Surface Or Stream Bed With Material Satisfactory To The Engineer. 103.2.6 Backfill And Embankment For Structures Other Than Pipe Culverts Excavated Areas Around Structures Shall Be Backfilled With Free Draining Granular Material Approved By The Engineer And Placed In Horizontal Layers Not Over 150 Mm In Thickness, To The Level Of The Original Ground Surface. Each Layer Shall Be Moistened Or Dried As Required And Thoroughly Compacted With Mechanical Tampers. In Placing Backfills Or Embankment, The Material Shall Be Placed Simultaneously In So Far As Possible To Approximately The Same Elevation On Both Sides Of An Abutment, Pier, Or Wall. If Conditions Require Placing Backfill Or Embankment Appreciably Higher On One Side Than On The Opposite Side, The Additional Material On The Higher Side Shall Not Be Placed Until The Masonry Has Been In Place For 14 Days, Or Until Tests Made By The Laboratory Under The Supervision Of The Engineer Establishes That The Masonry Has Attained Sufficient Strength To Withstand Any Pressure Created By The Methods Used And Materials Placed Without Damage Or Strain Beyond A Safe Factor. Backfill Or Embankment Shall Not Be Placed Behind The Walls Of Concrete Culverts Or Abutments Or Rigid Frame Structures Until The Top Slab Is Placed And Cured. Backfill And Embankment Behind Abutments Held At The Top By The Superstructure, And Behind The Sidewalls Of Culverts, Shall Be Carried Up Simultaneously Behind Opposite Abutments Or Sidewalls. All Embankments Adjacent To Structures Shall Be Constructed In Horizontal Layers And Compacted As Prescribed In Subsection 104.3.3 Except That Mechanical Tampers May Be Used For The Required Compaction. Special Care Shall Be Taken To Prevent Any Wedging Action Against The Structure, And Slopes Bounding Or Within The Areas To Be Filled Shall Be Benched Or Serrated To Prevent Wedge Action. The Placing Of Embankment And The Benching Of Slopes Shall Continue In Such A Manner That At All Times There Will Be Horizontal Berm Of Thoroughly Compacted Material For A Distance At Least Equal To The Height Of The Abutment Or Wall To Be Backfilled Against Except Insofar As Undisturbed Material Obtrudes Upon The Area. Broken Rock Or Coarse Sand And Gravel Shall Be Provided For A Drainage Filter At Weepholes As Shown On The Plans. 103.2.7 Bedding, Backfill, And Embankment For Pipe Culverts Bedding, Backfill And Embankment For Pipe Culverts Shall Be Done In Accordance With Item 500, Pipe Culverts And Storm Drains. 103.3 Method Of Measurement 103.3.1 Structure Excavation The Volume Of Excavation To Be Paid For Will Be The Number Of Cubic Meters Measured In Original Position Of Material Acceptably Excavated In Conformity With The Plans Or As Directed By The Engineer, But In No Case, Except As Noted, Will Any Of The Following Volumes Be Included In The Measurement For Payment: (1) The Volume Outside Of Vertical Planes 450 Mm Outside Of And Parallel To The Neat Lines Of Footings And The Inside Walls Of Pipe And Pipe-arch Culverts At Their Widest Horizontal Dimensions. (2) The Volume Of Excavation For Culvert And Sections Outside The Vertical Plane For Culverts Stipulated In (1) Above. (3) The Volume Outside Of Neat Lines Of Underdrains As Shown On The Plans, And Outside The Limits Of Foundation Fill As Ordered By The Engineer. (4) The Volume Included Within The Staked Limits Of The Roadway Excavation, Contiguous Channel Changes, Ditches, Etc., For Which Payment Is Otherwise Provided In The Specification. (5) Volume Of Water Or Other Liquid Resulting From Construction Operations And Which Can Be Pumped Or Drained Away. (6) The Volume Of Any Excavation Performed Prior To The Taking Of Elevations And Measurements Of The Undisturbed Ground. (7) The Volume Of Any Material Rehandled, Except That Where The Plans Indicate Or The Engineer Directs The Excavation After Embankment Has Been Placed And Except That When Installation Of Pipe Culverts By The Imperfect Trench Method Specified In Item 500 Is Required, The Volume Of Material Reexcavated As Directed Will Be Included. (8) The Volume Of Excavation For Footings Ordered At A Depth More Than 1.5 M Below The Lowest Elevation For Such Footings Shown On The Original Contract Plans, Unless The Bill Of Quantities Contains A Pay Item For Excavation Ordered Below The Elevations Shown On The Plans For Individual Footings. Item 104 - Embankment 104.1 Description This Item Shall Consist Of The Construction Of Embankment In Accordance With This Specification And In Conformity With The Lines, Grades And Dimensions Shown On The Plans Or Established By The Engineer. 104.2 Material Requirements Embankments Shall Be Constructed Of Suitable Materials, In Consonance With The Following Definitions: Suitable Material - Material Which Is Acceptable In Accordance With The Contract And Which Can Be Compacted In The Manner Specified In This Item. It Can Be Common Material Or Rock. Selected Borrow, For Topping - Soil Of Such Gradation That All Particles Will Pass A Sieve With 75 Mm Square Openings And Not More Than 15 Mass Percent Will Pass The 0.075 Mm (no. 200) Sieve, As Determined By Aashto T 11. The Material Shall Have A Plasticity Index Of Not More Than 6 As Determined By Aashto T 90 And A Liquid Limit Of Not More Than 30 As Determined By Aashto T 89. Unsuitable Material - Material Other Than Suitable Materials Such As: (a) Materials Containing Detrimental Quantities Of Organic Materials, Such As Grass, Roots And Sewerage. (b) Organic Soils Such As Peat And Mucks. (c) Soils With Liquid Limit Exceeding 80 And/or Plasticity Index Exceeding 55. (d) Soils With A Natural Water Content Exceeding 100% (e) Soils With Very Low Natural Density, 800 Kg/m3 Or Lower. (f) Soils That Cannot Be Properly Compacted As Determined By The Engineer. 104.3 Construction Requirements 104.3.1 General Prior To Construction Of Embankment, All Necessary Clearing And Grubbing In That Area Shall Have Been Performed In Conformity With Item 100, Clearing And Grubbing. Embankment Construction Shall Consist Of Constructing Roadway Embankments, Including Preparation Of The Areas Upon Which They Are To Be Placed; The Construction Of Dikes Within Or Adjacent To The Roadway; The Placing And Compacting Of Approved Material Within Roadway Areas Where Unsuitable Material Has Been Removed; And The Placing And Compacting Of Embankment Material In Holes, Pits, And Other Depressions Within The Roadway Area. Embankments And Backfills Shall Contain No Muck, Peat, Sod, Roots Or Other Deleterious Matter. Rocks, Broken Concrete Or Other Solid, Bulky Materials Shall Not Be Placed In Embankment Areas Where Piling Is To Be Placed Or Driven. Where Shown On The Plans Or Directed By The Engineer, The Surface Of The Existing Ground Shall Be Compacted To A Depth Of 150 Mm And To The Specified Requirements Of This Item. Where Provided On The Plans And Bill Of Quantities The Top Portions Of The Roadbed In Both Cuts And Embankments, As Indicated, Shall Consist Of Selected Borrow For Topping From Excavations. 104.3.2 Methods Of Construction Where There Is Evidence Of Discrepancies On The Actual Elevations And That Shown On The Plans, A Preconstruction Survey Referred To The Datum Plane Used In The Approved Plan Shall Be Undertaken By The Contractor Under The Control Of The Engineer To Serve As Basis For The Computation Of The Actual Volume Of The Embankment Materials. When Embankment Is To Be Placed And Compacted On Hillsides, Or When New Embankment Is To Be Compacted Against Existing Embankments, Or When Embankment Is Built One-half Width At A Time, The Existing Slopes That Are Steeper Than 3: 1 When Measured At Right Angles To The Roadway Shall Be Continuously Benched Over Those Areas As The Work Is Brought Up In Layers. Benching Will Be Subject To The Engineer’s Approval And Shall Be Of Sufficient Width To Permit Operation Of Placement And Compaction Equipment. Each Horizontal Cut Shall Begin At The Intersection Of The Original Ground And The Vertical Sides Of The Previous Cuts. Material Thus Excavated Shall Be Placed And Compacted Along With The Embankment Material In Accordance With The Procedure Described In This Section. Unless Shown Otherwise On The Plans Or Special Provisions, Wherein Embankment Of Less Than 1.2 M Below Subgrade Is To Be Made, Also And Vegetable Matter Shall Be Removed From The Surface Upon Which The Embankment Is To Be Placed, And The Cleared Surfaced Shall Be Completely Broken Up By Plowing, Scarifying, Or Steeping To A Minimum Depth Of 150 Mm Except As Provided In Subsection 102.2.2.this Area Shall Then Be Compacted As Provided In Subsection 104.3.3.sod Not Required To Be Removed Shall Be Thoroughly Disc Harrowed Or Scarified Before Construction Of Embankment. Wherever A Compacted Road Surface Containing Granular Materials Lies Within 900 Mm Of The Subgrade, Such Old Road Surface Shall Be Scarified To A Depth Of At Least150 Mm Whenever Directed By The Engineer. These Scarified Materials Shall Then Be Compacted As Provided In Subsection 104.3.3. When Shoulder Excavation Is Specified, The Roadway Shoulders Shall Be Excavated To The Depth And Width Shown On The Plans. The Shoulder Material Shall Be Removed Without Disturbing The Adjacent Existing Base Course Material, And All Excess Excavated Materials Shall Be Disposed Of As Provided In Subsection 102.2.3. If Necessary, The Areas Shall Be Compacted Before Being Backfilled. Roadway Embankment Of Earth Material Shall Be Placed In Horizontal Layers Not Exceeding 200 Mm, Loose Measurement, And Shall Be Compacted As Specified Before The Next Layer Is Placed. However, Thicker Layer Maybe Placed If Vibratory Roller With High Compactive Effort Is Used Provided That Density Requirement Is Attained And As Approved By The Engineer. Trial Section To This Effect Must Be Conducted And Approved By The Engineer. Effective Spreading Equipment Shall Be Used On Each Lift To Obtain Uniform Thickness As Determined In The Trial Section Prior To Compaction. As The Compaction Of Each Layer Progresses, Continuous Leveling And Manipulating Will Be Required To Assure Uniform Density. Water Shall Be Added Or Removed, If Necessary, In Order To Obtain The Required Density. Removal Of Water Shall Be Accomplished Through Aeration By Plowing, Blading, Discing, Or Other Methods Satisfactory To The Engineer. Where Embankment Is To Be Constructed Across Low Swampy Ground That Will Not Support The Mass Of Trucks Or Other Hauling Equipment, The Lower Part Of The Fill May Be Constructed By Dumping Successive Loads In A Uniformly Distributed Layer Of A Thickness Not Greater Than Necessary To Support The Hauling Equipment While Placing Subsequent Layers. When Excavated Material Contains More Than 25 Mass Percent Of Rock Larger Than 150 Mm In Greatest Diameter And Cannot Be Placed In Layers Of The Thickness Prescribed Without Crushing, Pulverizing Or Further Breaking Down The Pieces Resulting From Excavation Methods, Such Materials May Be Placed On The Embankment In Layers Not Exceeding In Thickness The Approximate Average Size Of The Larger Rocks, But Not Greater Than 600 Mm. Even Though The Thickness Of Layers Is Limited As Provided Above, The Placing Of Individual Rocks And Boulders Greater Than 600 Mm In Diameter Will Be Permitted Provided That When Placed, They Do Not Exceed 1200 Mm In Height And Provided They Are Carefully Distributed, With The Interstices Filled With Finer Material To Form A Dense And Compact Mass. Each Layer Shall Be Leveled And Smoothed With Suitable Leveling Equipment And By Distribution Of Spalls And Finer Fragments Of Earth. Lifts Of Material Containing More Than 25 Mass Percent Of Rock Larger Than 150 Mm In Greatest Dimensions Shall Not Be Constructed Above An Elevation 300 Mm Below The Finished Subgrade. The Balance Of The Embankment Shall Be Composed Of Suitable Material Smoothed And Placed In Layers Not Exceeding 200 Mm In Loose Thickness And Compacted As Specified For Embankments. Dumping And Rolling Areas Shall Be Kept Separate, And No Lift Shall Be Covered By Another Until Compaction Complies With The Requirements Of Subsection 104.3.3. Hauling And Leveling Equipment Shall Be So Routed And Distributed Over Each Layer Of The Fill In Such A Manner As To Make Use Of Compaction Effort Afforded Thereby And To Minimize Rutting And Uneven Compaction. 104.3.3 Compaction Compaction Trials Before Commencing The Formation Of Embankments, The Contractor Shall Submit In Writing To The Engineer For Approval His Proposals For The Compaction Of Each Type Of Fill Material To Be Used In The Works. The Proposals Shall Include The Relationship Between The Types Of Compaction Equipment, The Number Of Passes Required And The Method Of Adjusting Moisture Content. The Contractor Shall Carry Out Full Scale Compaction Trials On Areas Not Less Than 10m Wide And 50 M Long As Required By The Engineer And Using His Proposed Procedures Or Such Amendments Thereto As May Be Found Necessary To Satisfy The Engineer That All The Specified Requirements Regarding Compaction Can Be Consistently Achieved. Compaction Trials With The Main Types Of Fill Material To Be Used In The Works Shall Be Completed Before Work With The Corresponding Materials Will Be Allowed To Commence. Throughout The Periods When Compaction Of Earthwork Is In Progress, The Contractor Shall Adhere To The Compaction Procedures Found From Compaction Trials For Each Type Of Material Being Compacted, Each Type Of Compaction Equipment Employed And Each Degree Of Compaction Specified. Earth The Contractor Shall Compact The Material Placed In All Embankment Layers And The Material Scarified To The Designated Depth Below Subgrade In Cut Sections, Until A Uniform Density Of Not Less Than 95 Mass Percent Of The Maximum Dry Density Determined By Aashto T99 Method C, Is Attained, At A Moisture Content Determined By Engineer To Be Suitable For Such Density. Acceptance Of Compaction May Be Based On Adherence To An Approved Roller Pattern Developed As Set Forth In Item 106, Compaction Equipment And Density Control Strips. The Engineer Shall During Progress Of The Work, Make Density Tests Of Compacted Material In Accordance With Aashto T 191, T 205, Or Other Approved Field Density Tests, Including The Use Of Properly Calibrated Nuclear Testing Devices. A Correction For Coarse Particles May Be Made In Accordance With Aashto T 224. If, By Such Tests, The Engineer Determines That The Specified Density And Moisture Conditions Have Not Been Attained, The Contractor Shall Perform Additional Work As May Be Necessary To Attain The Specified Conditions. At Least One Group Of Three In-situ Density Tests Shall Be Carried Out For Each 500 M2 Of Each Layer Of Compacted Fill. Rock Density Requirements Will Not Apply To Portions Of Embankments Constructed Of Materials Which Cannot Be Tested In Accordance With Approved Methods. Embankment Materials Classified As Rock Shall Be Deposited, Spread And Leveled The Full Width Of The Fill With Sufficient Earth Or Other Fine Material So Deposited To Fill The Interstices To Produce A Dense Compact Embankment. In Addition, One Of The Rollers, Vibrators, Or Compactors Meeting The Requirements Set Forth In Subsection 106.2.1, Compaction Equipment, Shall Compact The Embankment Full Width With A Minimum Of Three-complete Passes For Each Layer Of Embankment. 104.3.4 Protection Of Roadbed During Construction During The Construction Of The Roadway, The Roadbed Shall Be Maintained In Such Condition That It Will Be Well Drained At All Times. Side Ditches Or Gutters Emptying From Cuts To Embankments Or Otherwise Shall Be So Constructed As To Avoid Damage To Embankments By Erosion. 104.3.5 Protection Of Structure If Embankment Can Be Deposited On One-side Only Of Abutments, Wing Walls, Piers Or Culvert Headwalls, Care Shall Be Taken That The Area Immediately Adjacent To The Structure Is Not Compacted To The Extent That It Will Cause Overturning Of, Or Excessive Pressure Against The Structure. When Noted On The Plans, The Fill Adjacent To The End Bent Of A Bridge Shall Not Be Placed Higher Than The Bottom Of The Backfill Of The Bent Until The Superstructure Is In Place. When Embankment Is To Be Placed On Both Sides Of A Concrete Wall Or Box Type Structure: Operations Shall Be So Conducted That The Embankment Is Always At Approximately The Same Elevation On Both Sides Of The Structure. 104.3.6 Rounding And Warping Slopes Rounding-except In Solid Rock, The Tops And Bottoms Of All Slopes, Including The Slopes Of Drainage Ditches, Shall Be Rounded As Indicated On The Plans. A Layer Of Earth Overlaying Rock Shall Be Rounded Above The Rock As Done In Earth Slopes. Warping-adjustments In Slopes Shall Be Made To Avoid Injury In Standing Trees Or Marring Of Weathered Rock, Or To Harmonize With Existing Landscape Features, And The Transition To Such Adjusted Slopes Shall Be Gradual. At Intersections Of Cuts And Fills, Slopes Shall Be Adjusted And Warped To Flow Into Each Other Or Into The Natural Ground Surfaces Without Noticeable Break. 104.3.7 Finishing Roadbed And Slopes After The Roadbed Has Been Substantially Completed, The Full Width Shall Be Conditioned By Removing Any Soft Or Other Unstable Material That Will Not Compact Properly Or Serve The Intended Purpose. The Resulting Areas And All Other Low Sections, Holes Or Depressions Shall Be Brought To Grade With Suitable Selected Material. Scarifying, Blading, Dragging, Rolling, Or Other Methods Of Work Shall Be Performed Or Used As Necessary To Provide A Thoroughly Compacted Roadbed Shaped To The Grades And Cross-sections Shown On The Plans Or As Staked By The Engineer. All Earth Slopes Shall Be Left With Roughened Surfaces But Shall Be Reasonably Uniform, Without Any Noticeable Break, And In Reasonably Close Conformity With The Plans Or Other Surfaces Indicated On The Plans Or As Staked By The Engineer, With No Variations Therefrom Readily Discernible As Viewed From The Road. 104.3.8 Serrated Slopes Cut Slopes In Rippable Material (soft Rock) Having Slope Ratios Between 0.75:1 And 2:1 Shall Be Constructed So That The Final Slope Line Shall Consist Of A Series Of Small Horizontal Steps. The Step Rises And Tread Dimensions Shall Be Shown On The Plans. No Scaling Shall Be Performed On The Stepped Slopes Except For Removal Of Large Rocks Which Will Obviously Be A Safety Hazard If They Fall Into The Ditch Line Or Roadway. 104.3.9 Earth Berms When Called For In The Contract, Permanent Earth Berms Shall Be Constructed Of Well Graded Materials With No Rocks Having A Diameter Greater Than 0.25 The Height Of The Berm. When Local Material Is Not Acceptable, Acceptable Material Shall Be Imported, As Directed By The Engineer. Compacted Berm Compacted Berm Construction Shall Consist Of Moistening Or Drying And Placing Material As Necessary In Locations Shown On The Drawings Or As Established By The Engineer. Material Shall Contain No Frozen Material, Roots, Sod, Or Other Deleterious Materials. Contractor Shall Take Precaution To Prevent Material From Escaping Over The Embankment Slope. Shoulder Surface Beneath Berm Will Be Roughened To Provide A Bond Between The Berm And Shoulder When Completed. The Contractor Shall Compact The Material Placed Until At Least 90 Mass Percent Of The Maximum Density Is Obtained As Determined By Aashto T 99, Method C. The Cross-section Of The Finished Compacted Berm Shall Reasonably Conform To The Typical Cross-section As Shown On The Plans. Uncompacted Berm Uncompacted Berm Construction Shall Consist Of Drying, If Necessary And Placing Material In Locations Shown On The Plans Or As Established By The Engineer. Material Shall Contain No Frozen Material, Roots, Sod Or Other Deleterious Materials. Contractor Shall Take Precautions To Prevent Material From Escaping Over The Embankment Slope. 104.4 Method Of Measurement The Quantity Of Embankment To Be Paid For Shall Be The Volume Of Material Compacted In Place, Accepted By The Engineer And Formed With Material Obtained From Any Source. Material From Excavation Per Item 102 Which Is Used In Embankment And Accepted By The Engineer Will Be Paid Under Embankment And Such Payment Will Be Deemed To Include The Cost Of Excavating, Hauling, Stockpiling And All Other Costs Incidental To The Work. Material For Selected Borrow Topping Will Be Measured And Paid For Under The Same Conditions Specified In The Preceding Paragraph. Item 105 - Subgrade Preparation 105.1 Description This Item Shall Consist Of The Preparation Of The Subgrade For The Support Of Overlying Structural Layers. It Shall Extend To Full Width Of The Roadway. Unless Authorized By The Engineer, Subgrade Preparation Shall Not Be Done Unless The Contractor Is Able To Start Immediately The Construction Of The Pavement Structure. 105.2 Material Requirements Unless Otherwise Stated In The Contract And Except When The Subgrade Is In Rock Cut, All Materials Below Subgrade Level To A Depth 150 Mm Or To Such Greater Depth As May Be Specified Shall Meet The Requirements Of Section 104.2, Material Requirements. 105.3 Construction Requirements 105.3.1 Prior Works Prior To Commencing Preparation Of The Subgrade, All Culverts, Cross Drains, Ducts And The Like (including Their Fully Compacted Backfill) Ditches, Drains And Drainage Outlets Shall Be Completed. Any Work On The Preparation Of The Subgrade Shall Not Be Started Unless Prior Work Herein Described Shall Have Been Approved By The Engineer. 105.3.2 Subgrade Level Tolerances The Finished Compacted Surface Of The Subgrade Shall Conform To The Allowable Tolerances As Specified Hereunder: Permitted Variation From +20 Mm Design Level Of Surface -30 Mm Permitted Surface Irregularity Measured By 3-m Straight Edge 30 Mm Permitted Variation From Design Crossfall Or Camber ± 0.50% Permitted Variation From ± 0.10% Design Longitudinal Grade Over 25 M Length 105.3.3 Subgrade In Common Excavation Unless Otherwise Specified, All Materials Below Subgrade Level In Earth Cuts To A Depth 150 Mm Or Other Depth Shown On The Plans Or As Directed By The Engineer Shall Be Excavated. The Material, If Suitable, Shall Be Set Aside For Future Use Or, If Unsuitable, Shall Be Disposed Of In Accordance With The Requirements Of Subsection 102.2.9. Where Material Has Been Removed From Below Subgrade Level, The Resulting Surface Shall Be Compacted To A Depth Of 150 Mm And In Accordance With Other Requirements Of Subsection 104.3.3. All Materials Immediately Below Subgrade Level In Earth Cuts To A Depth Of 150 Mm, Or To Such Greater Depth As May Be Specified, Shall Be Compacted In Accordance With The Requirements Of Subsection 104.3.3. 105.3.4 Subgrade In Rock Excavation Surface Irregularities Under The Subgrade Level Remaining After Trimming Of The Rock Excavation Shall Be Leveled By Placing Specified Material And Compacted To The Requirements Of Subsection 104.3.3. 105.3.5 Subgrade On Embankment After The Embankment Has Been Completed, The Full Width Shall Be Conditioned By Removing Any Soft Or Other Unstable Material That Will Not Compacted Properly. The Resulting Areas And All Other Low Sections, Holes Be Or Depressions Shall Be Brought To Grade With Suitable Material. The Entire Roadbed Shall Be Shaped And Compacted To The Requirements Of Subsections 104.3.3. Scarifying, Blading, Dragging, Rolling Or Other Methods Of Work Shall Be Performed Or Used As Necessary To Provide A Thoroughly Compacted Roadbed Shaped To The Cross-sections Shown On The Plans. 105.3.6 Subgrade On Existing Pavement Where The New Pavement Is To Be Constructed Immediately Over An Existing Portland Cement Concrete Pavement And If So Specified In The Contract, The Slab Shall Be Broken Into Pieces With Greatest Dimension Of Not More Than 500 Mm And The Existing Pavement Material Compacted As Specified In Subsection 104.3.3, As Directed By The Engineer. The Resulting Subgrade Level Shall, As Part Of Pavement Construction Be Shaped To Conform To The Allowable Tolerances Of Subsection 105.3.2 By Placing And Compacting Where Necessary A Leveling Course Comprising The Material Of The Pavement Course To Be Placed Immediately Above. Where The New Pavement Is To Be Constructed Immediately Over An Existing Asphalt Concrete Pavement Or Gravel Surface Pavement And If So Specified In The Contract, The Pavement Shall Be Scarified, Thoroughly Loosened, Reshaped And Recompacted In Accordance With Subsection 104.3.3. The Resulting Subgrade Level Shall Conform To The Allowable Tolerances Of Subsection 105.3.2. 105.3.7 Protection Of Completed Work The Contractor Shall Be Required To Protect And Maintain At His Own Expense The Entire Work Within The Limits Of His Contract In Good Condition Satisfactory To The Engineer From The Time He First Started Work Until All Work Shall Have Been Completed. Maintenance Shall Include Repairing And Recompacting Ruts, Ridges, Soft Spots And Deteriorated Sections Of The Subgrade Caused By The Traffic Of The Contractor's Vehicle/equipment Or That Of The Public. 105.3.8 Templates And Straight-edges The Contractor Shall Provide For Use Of The Engineer, Approved Templates And Straight-edges In Sufficient Number To Check The Accuracy Of The Work, As Provided In This Specification. 105.4 Method Of Measurement 105.4.1 Measurement Of Items For Payment Shall Be Provided Only For: 1. The Compaction Of Existing Ground Below Subgrade Level In Cuts Of Common Material As Specified In Subsection 105.3.3. 2. The Breaking Up Or Scarifying, Loosening, Reshaping And Recompacting Of Existing Pavement As Specified In Subsection 105.3.6. The Quantity To Be Paid For Shall Be The Area Of The Work Specified To Be Carried Out And Accepted By The Engineer. 105.4.2 Payment For All Work For The Preparation Of The Subgrade, Including Shaping To The Required Levels And Tolerances, Other Than As Specified Above Shall Be Deemed To Be Included In The Pay Item For Embankment. Part D – Subbase And Base Course Item 200 - Aggregate Subbase Course 200.1 Description This Item Shall Consist Of Furnishing, Placing And Compacting An Aggregate Subbase Course On A Prepared Subgrade In~ Accordance With This Specification And The Lines, Grades And Cross-sections Shown On The Plans, Or As Directed By The Engineer. 200.2 Material Requirements Aggregate For Subbase Shall Consist Of Hard, Durable Particles Or Fragments Of Crushed Stone, Crushed Slag, Or Crushed Or Natural Gravel And Filler Of Natural Or Crushed Sand Or Other Finely Divided Mineral Matter. The Composite Material Shall Be Free From Vegetable Matter And Lumps Or Balls Of Clay, And Shall Be Of Such Nature That It Can Be Compacted Readily To Form A Firm, Stable Subbase. The Subbase Material Shall Conform To Table 200.1, Grading Requirements. Table 200.1 - Grading Requirements Sieve Designation Mass Percent Passing Standard, Mm Alternate Us Standard 50 25 9.5 0.075 2” 1” 3/8” No. 200 100 55 – 85 40 – 75 0 - 12 The Fraction Passing The 0.075 Mm (no. 200) Sieve Shall Not Be Greater Than 0.66 (two Thirds) Of The Fractions Passing The 0.425 Mm (no. 40) Sieve. The Fraction Passing The 0.425 Mm (no. 40) Sieve Shall Have A Liquid Limit Not Greater Than 35 And Plasticity Index Not Greater Than 12 As Determined By Aashto T 89 And T 90, Respectively. The Coarse Portion, Retained On A 2.00 Mm (no. 10) Sieve, Shall Have A Mass Percent Of Wear Not Exceeding 50 'by The Los Angeles Abrasion Tests As Determined By Aashto T 96. The Material Shall Have A Soaked Cbr Value Of Not Less Than 30% As Determined By Aashto T 193. The Cbr Value Shall Be Obtained At The Maximum Dry Density And Determined By Aashto T 180, Method D. 200.3 Construction Requirements 200.3.1 Preparation Of Existing Surface The Existing Surface Shall Be Graded And Finished As Provided Under Item 105, Subgrade Preparation, Before Placing The Subbase Material. 200.3.2 Placing The Aggregate Subbase Material Shall Be Placed At A Uniform Mixture On A Prepared Subgrade In A Quantity Which Will Provide The Required Compacted Thickness. When More Than One Layer Is Required, Each Layer Shall Be Shaped And Compacted Before The Succeeding Layer Is Placed. The Placing Of Material Shall Begin At The Point Designated By The Engineer. Placing Shall Be From Vehicles Especially Equipped To Distribute The Material In A Continuous Uniform Layer Or Windrow. The Layer Or Windrow Shall Be Of Such Size That When Spread And Compacted, The Finished Layer Shall Be In Reasonably Close Conformity To The Nominal Thickness Shown On The Plans. When Hauling Is Done Over Previously Placed Material, Hauling Equipment Shall Be Dispersed Uniformly Over The Entire Surface Of The Previously Constructed Layer, To Minimize Rutting Or Uneven Compaction. 200.3.3 Spreading And Compacting When Uniformly Mixed, The Mixture Shall Be Spread To The Plan Thickness, For Compaction. Where The Required Thickness Is 150 Mm Or Less, The Material May Be Spread And Compacted In One Layer. Where The Required Thickness Is More Than 150 Mm, The Aggregate Subbase Shall Be Spread And Compacted In Two Or More Layers Of Approximately Equal Thickness, And The Maximum Compacted Thickness Of Any Layer Shall Not Exceed 150 Mm. All Subsequent Layers Shall Be Spread And Compacted In A Similar Manner. The Moisture Content Of Subbase Material Shall, If Necessary, Be Adjusted Prior To Compaction By Watering With Approved Sprinklers Mounted On Trucks Or By Drying Out, As Required In Order To Obtain The Required Compaction. Immediately Following Final Spreading And Smoothening, Each Layer Shall Be Compacted To The Full Width By Means Of Approved Compaction Equipment. Rolling Shall Progress Gradually From The Sides To The Center, Parallel To The Centerline Of The Road And Shall Continue Until The Whole Surface Has Been Rolled. Any Irregularities Or Depressions That Develop Shall Be Corrected By Loosening The Material At These Places And Adding Or Removing Material Until Surface Is Smooth And Uniform. Along Curbs, Headers And Walls, And At All Places Not Accessible To The Roller, The Subbase Material Shall Be Compacted Thoroughly With Approved Tampers Or Compactors. If The Layer Of Subbase Material, Or Part Thereof, Does Not Conform To The Required Finish, The Contractor Shall, At His Own Expense, Make The Necessary Corrections. Compaction Of Each Layer Shall Continue Until A Field Density Of At Least 100 Percent Of The Maximum Dry Density Determined In Accordance With Aashto T 180, Method D Has Been Achieved. In-place Density Determination Shall Be Made In Accordance With Aashto T 191. 200.3.4 Trial Sections Before Subbase Construction Is Started, The Contractor Shall Spread And Compact Trial Sections As Directed By The Engineer. The Purpose Of The Trial Sections Is To Check The Suitability Of The Materials, The Efficiency Of The Equipment And The Construction Method Which Is Proposed To Be Used By The Contractor. Therefore, The Contractor Must Use The Same Material, Equipment And Procedures That He Proposes To Use For The Main Work. One Trial Section Of About 500 M2 Shall Be Made For Every Type Of Material And/or Construction Equipment Procedure Proposed For Use. After Final Compaction Of Each Trial Section, The Contractor Shall Carry Out Such Field Density Tests And Other Tests Required As Directed By The Engineer. If A Trial Section Shows That The Proposed Materials, Equipment Or Procedures In The Engineer's Opinion Are Not Suitable For Subbase, The Material Shall Be Removed At The Contractor's Expense, And A New Trial Section Shall Be Constructed. If The Basic Conditions Regarding The Type Of Material Or Procedure Change During The Execution Of The Work, New Trial Sections Shall Be Constructed. 200.3.5 Tolerances Aggregate Subbase Shall Be Spread With Equipment That Will Provide A Uniform Layer Which When Compacted Will Conform To The Designed Level And Transverse Slopes As Shown On The Plans. The Allowable Tolerances Shall Be As Specified Hereunder: Permitted Variation From Design ± 20 Mm Thickness Of Layer Permitted Variation From Design + 10 Mm Level Of Surface - 20 Mm Permitted Surface Irregularity 20mm Measured By 3-m Straight-edge Permitted Variation From Design Crossfall Or Camber ± 0.30 % Permitted Variation From Design Longitudinal Grade Over ± 0.10 % 25 M In Length 200.4 Method Of Measurement Aggregate Subbase Course Will Be Measured By The Cubic Meter (m³). The Quantity To Be Paid For Shall Be The Design Volume Compacted In-place As Shown On The Plans And Accepted In The Completed Course. No Allowance Will Be Given For Materials Placed Outside The Design Limits Shown On The Cross-sections. Trial Sections Shall Not Be Measured Separately But Shall Be Included In The Quantity Of Subbase Herein Measured. Item 404 – Reinforcing Steel Description This Item Shall Consist Of Furnishing, Bending, Fabricating And Placing Of Steel Reinforcement Of The Type, Size, Shape And Grade Required In Accordance With This Specification And In Conformity With The Requirements Shown On The Plans Or As Directed By The Engineer. Strictly Implement The Usage Of Grade 40 Reinforcing Steel. Material Requirements Reinforcing Steel Shall Meet The Requirements Of Item 710, Reinforcing Steel And Wire Rope. Construction Requirements 404.3.1 Order Lists Before Materials Are Ordered, All Order Lists And Bending Diagrams Shall Be Furnished By The Contractor, For Approval Of The Engineer. The Approval Of Order Lists And Bending Diagrams By The Engineer Shall In No Way Relieve The Contractor Of Responsibility For The Correctness Of Such Lists And Diagrams. Any Expense Incident To The Revisions Of Materials Furnished In Accordance With Such Lists And Diagrams To Make Them Comply With The Plans Shall Be Borne By The Contractor. 404.3.2 Protection Of Material Steel Reinforcement Shall Be Stored Above The Surface Of The Ground Upon Platforms, Skids, Or Other Supports And Shall Be Protected As Far As Practicable From Mechanical Injury And Surface Deterioration Caused By Exposure To Conditions Producing Rust. When Placed In The Work, Reinforcement Shall Be Free From Dirt, Detrimental Rust, Loose Scale, Paint, Grease, Oil, Or Other Foreign Materials. Reinforcement Shall Be Free From Injurious Defects Such As Cracks And Laminations. Rust, Surface Seams, Surface Irregularities Or Mill Scale Will Not Be Cause For Rejection, Provided The Minimum Dimensions, Cross Sectional Area And Tensile Properties Of A Hand Wire Brushed Specimen Meets The Physical Requirements For The Size And Grade Of Steel Specified. Bending All Reinforcing Bars Requiring Bending Shall Be Cold-bent To The Shapes Shown On The Plans Or Required By The Engineer. Bars Shall Be Bent Around A Circular Pin Having The Following Diameters (d) In Relation To The Diameter Of The Bar (d): Nominal Diameter, D, Mm Pin Diameter (d) 10 To 20 25 To 28 32 And Greater 6d 8d 10d Bends And Hooks In Stirrups Or Ties May Be Bent To The Diameter Of The Principal Bar Enclosed Therein. Placing And Fastening All Steel Reinforcement Shall Be Accurately Placed In The Position Shown On The Plans Or Required By The Engineer And Firmly Held There During The Placing And Setting Of The Concrete. Bars Shall Be Tied At All Intersections Except Where Spacing Is Less Than 300mm In Each Directions, In Which Case, Alternate Intersections Shall Be Tied. Ties Shall Be Fastened On The Inside. Distance From The Forms Shall Be Maintained By Means Of Stays, Blocks, Ties, Hangers, Or Other Approved Supports, So That It Does Not Vary From The Position Indicated On The Plans By More Than 6mm. Blocks For Holding Reinforcement From Contact With The Forms Shall Be Precast Mortar Blocks Of Approved Shapes And Dimensions. Layers Of Bars Shall Be Separated By Precast Mortar Blocks Or By Other Equally Suitable Devices. The Use Of Pebbles, Pieces Of Broken Stone Or Brick, Metal Pipe And Wooden Blocks Shall Not Be Permitted. Unless Otherwise Shown On The Plans Or Required By The Engineer, The Minimum Distance Between Bars Shall Be 40mm. Reinforcement In Any Member Shall Be Placed And Then Inspected And Approved By The Engineer Before The Placing Of Concrete Begins. Concrete Placed In Violation Of This Provision May Be Rejected And Removal May Be Required. If Fabric Reinforcement Is Shipped In Rolls, It Shall Be Straightened Before Being Placed. Bundled Bars Shall Be Tied Together At Not More Than 1.8m Intervals. Splicing All Reinforcement Shall Be Furnished In The Full Lengths Indicated On The Plans. Splicing Of Bars, Except Where Shown On The Plans, Will Not Be Permitted Without The Written Approval Of The Engineer. Splices Shall Be Staggered As Far As Possible And With A Minimum Separation Of Not Less Than 40 Bar Diameters. Not More Than One-third Of The Bars May Be Spliced In The Same Cross-section, Except Where Shown On The Plans. Unless Otherwise Shown On The Plans, Bars Shall Be Lapped A Minimum Distance Of: Splice Type Grade 40 Min. Lap Grade 60 Min. Lap But Not Less Than Tension 24 Bar Dia 36 Bar Dia 300 Mm Compression 20 Bar Dia 24 Bar Dia 300 Mm In Lapped Splices, The Bars Shall Be Placed In Contact And Wired Together. Lapped Splices Will Not Be Permitted At Locations Where The Concrete Section Is Insufficient To Provide Minimum Clear Distance Of One And One-third The Maximum Size Of Coarse Aggregate Between The Splice And The Nearest Adjacent Bar. Welding Of Reinforcing Steel Shall Be Done Only If Detailed On The Plans Or If Authorized By The Engineer In Writing. Spiral Reinforcement Shall Be Spliced By Lapping At Least One And A Half Turns Or By Butt Welding Unless Otherwise Shown On The Plans. Lapping Of Bar Mat Sheets Of Mesh Or Bar Mat Reinforcement Shall Overlap Each Other Sufficiently To Maintain A Uniform Strength And Shall Be Securely Fastened At The Ends And Edges. The Overlap Shall Not Be Less Than One Mesh In Width. Method Of Measurement The Quantity Of Reinforcing Steel To Be Paid For Will Be The Final Quantity Placed And Accepted In The Completed Structure. No Allowance Will Be Made For Tie-wires, Separators, Wire Chairs And Other Material Used In Fastening The Reinforcing Steel In Place. If Bars Are Substituted Upon The Contractor’s Request And Approved By The Engineer And As A Result Thereof More Steel Is Used Than Specified, Only The Mass Specified Shall Be Measured For Payment. No Measurement Or Payment Will Be Made For Splices Added By The Contractor Unless Directed Or Approved By The Engineer. When There Is No Item For Reinforcing Steel In The Bill Of Quantities, Costs Will Be Considered As Incidental To The Other Items In The Bill Of Quantities. Basis Of Payment The Accepted Quantity, Measured As Prescribed In Section 404.4, Shall Be Paid For At The Contract Unit Price For Reinforcing Steel Which Price And Payment Shall Be Full Compensation For Furnishing And Placing All Materials, Including All Labor, Equipment, Tools And Incidentals Necessary To Complete The Work Prescribed In This Item. Payment Will Be Made Under: Pay Item Number Description Unit Of Measurement 404 Reinforcing Steel Kilogram Item 405 – Structural Concrete Description 405.1.1 Scope This Item Shall Consist Of Furnishing, Bending, Placing And Finishing Concrete In All Structures Except Pavements In Accordance With This Specification And Conforming To The Lines, Grades, And Dimensions Shown On The Plans. Concrete Shall Consist Of A Mixture Of Portland Cement, Fine Aggregate, Coarse Aggregate, Admixture When Specified, And Water Mixed In The Proportions Specified Or Approved By The Engineer. The Structural Strength Of Concrete Shall Be 24 Mpa. 405.1.2 Classes And Uses Of Concrete Five Classes Of Concrete Are Provided For In This Item, Namely: A, B, C, P And Seal. Each Class Shall Be Used In That Part Of The Structure As Called For On The Plans. The Classes Of Concrete Will Generally Be Used As Follows: Class A – All Superstructures And Heavily Reinforced Substructures. The Important Parts Of The Structure Included Are Slabs, Beams, Girders, Columns, Arch Ribs, Box Culverts, Reinforced Abutments, Retaining Walls, And Reinforced Footings. Class B – Footings, Pedestals, Massive Pier Shafts, Pipe Bedding, And Gravity Walls, Unreinforced Or With Only A Small Amount Of Reinforcement. Class C – Thin Reinforced Sections, Railings, Precast R.c. Piles And Cribbing And For Filler In Steel Grid Floors. Class P – Prestressed Concrete Structures And Members. Seal – Concrete Deposited In Water. Material Requirements 405.2.1 Portland Cement It Shall Conform To All The Requirements Of Subsection 311.2.1. Fine Aggregate It Shall Conform To All The Requirements Of Subsection 311.2.2. Coarse Aggregate It Shall Conform All The Requirements Of Subsection 311.2.3 Except That Gradation Shall Conform To Table 405.1. Table 405.1 – Grading Requirements For Coarse Aggregate Sieve Designation Mass Percent Passing Standard Mm Alternate Us Standard Class A Class B Class C Class P Class Seal 63 50 37.5 25 19.0 12.5 9.5 4.75 2-1/2” 2” 1-1/2” 1” ¾” ½” 3/8” No.4 100 95 – 100 - 35 – 70 - 10 – 30 0 - 5 100 95 – 100 - 35 – 70 - 10 – 30 - 0 - 5 100 90 – 100 40 – 70 0 – 15* 100 95 – 100 - 20 – 55 0 – 10* 100 95 – 100 - 25 – 60 - 0 – 10* * The Measured Cement Content Shall Be Within Plus (+) Or Minus (-) 2 Mass Percent Of The Design Cement Content. Water It Shall Conform To The Requirements Of Subsection 311.2.4 Reinforcing Steel It Shall Conform To The Requirements Of Item 710, Reinforcing Steel And Wire Rope. Admixtures Admixtures Shall Conform To The Requirements Of Subsection 311.2.7 Curing Materials Curing Materials Shall Conform To The Requirements Of Subsection 311.2.8. Expansion Joint Materials Expansion Joint Materials Shall Be: Preformed Sponge Rubber And Cork, Conforming To Aashto M 153. Hot-poured Elastic Type, Conforming To Aashto M 173. Preformed Fillers, Conforming To Aashto M 213. Elastomeric Compression Joint Seals These Shall Conform To Aashto M 220. Elastomeric Bearing Pads These Shall Conform To Aashto M 251 Or Item 412 – Elastomeric Bearing Pads. Storage Of Cement And Aggregates Storage Of Cement And Aggregates Shall Conform To All The Requirements Of Subsection 311.2.10. Sampling And Testing Of Structural Concrete As Work Progresses, At Least One (1) Sample Consisting Of Three (3) Concrete Cylinder Test Specimens, 150 X 300mm (6 X 12 Inches), Shall Be Taken From Each Seventy-five (75) Cubic Meters Of Each Class Of Concrete Or Fraction Thereof Placed Each Day. Compliance With The Requirements Of This Section Shall Be Determined In Accordance With The Following Standard Methods Of Aashto: Sampling Of Fresh Concrete Weight Per Cubic Metre And Air Content (gravi- Metric) Of Concrete Sieve Analysis Of Fine And Coarse Aggregates Slump Of Portland Cement Concrete Specific Gravity And Absorption Of Fine Aggregate T 141 T 121 T 27 T 119 T 84 Tests For Strength Shall Be Made In Accordance With The Following: Making And Curing Concrete Compressive And Flexural Tests Specimens In The Field Compressive Strength Of Molded Concrete Cylinders T 23 T 22 Production Requirements Proportioning And Strength Of Structural Concrete The Concrete Materials Shall Be Proportioned In Accordance With The Requirements For Each Class Of Concrete As Specified In Table 405.2, Using The Absolute Volume Method As Outlined In The American Concrete Institute (aci) Standard 211.1. “recommended Practice For Selecting Proportions For Normal And Heavyweight Concrete”. Other Methods Of Proportioning May Be Employed In The Mix Design With Prior Approval Of The Engineer. The Mix Shall Either Be Designed Or Approved By The Engineer. A Change In The Source Of Materials During The Progress Of Work May Necessitate A New Mix Design. The Strength Requirements For Each Class Of Concrete Shall Be As Specified In Table 405.2. Table 405.2 - Composition And Strength Of Concrete For Use In Structures Class Of Concrete Minimum Cement Content Per M3 Kg (bag**) Maximum Water/ Cement Ratio Kg/kg Consistency Range In Slump Mm (inch) Designated Size Of Coarse Aggregate Square Opening Std. Mm Minimum Compressive Strength Of 150x300mm Concrete Cylinder Specimen At 28 Days, Mn/m2 (psi) A B C P Seal 360 (9 Bags) 320 (8 Bags) 380 (9.5 Bags) 440 (11 Bags) 380 (9.5 Bags) 0.53 0.58 0.55 0.49 0.58 50 – 100 (2 – 4) 50 – 100 (2 – 4) 50 – 100 (2 – 4) 100 Max. (4 Max.) 100 – 200 (4 - 8) 37.5 – 4.75 (1-1/2” – No. 4) 50 – 4.75 (2” – No. 4) 12.5 – 4.75 (1/2” – No. 4) 19.0 – 4.75 (3/4” – No. 4) 25 – 4.75 (1” – No. 4) 20.7 (3000) 16.5 (2400) 20.7 (3000) 37.7 (5000) 20.7 (3000) * The Measured Cement Content Shall Be Within Plus Or Minus 2 Mass Percent Of The Design Cement Content. ** Based On 40 Kg/bag 405.4.2 Consistency Concrete Shall Have A Consistency Such That It Will Be Workable In The Required Position. It Shall Be Of Such A Consistency That It Will Flow Around Reinforcing Steel But Individual Particles Of The Coarse Aggregate When Isolated Shall Show A Coating Of Mortar Containing Its Proportionate Amount Of Sand. The Consistency Of Concrete Shall Be Gauged By The Ability Of The Equipment To Properly Place It And Not By The Difficulty In Mixing And Transporting. The Quantity Of Mixing Water Shall Be Determined By The Engineer And Shall Not Be Varied Without His Consent. Concrete As Dry As It Is Practical To Place With The Equipment Specified Shall Be Used. 405.4.3 Batching Measuring And Batching Of Materials Shall Be Done At A Batching Plant. Portland Cement Either Sacked Or Bulk Cement May Be Used. No Fraction Of A Sack Of Cement Shall Be Used In A Batch Of Concrete Unless The Cement Is Weighed. All Bulk Cement Shall Be Weighed On An Approved Weighing Device. The Bulk Cement Weighing Hopper Shall Be Properly Sealed And Vented To Preclude Dusting Operation. The Discharge Chute Shall Not Be Suspended From The Weighing Hopper And Shall Be So Arranged That Cement Will Neither Be Lodged In It Nor Leak From It. Accuracy Of Batching Shall Be Within Plus (+) Or Minus (-) 1 Mass Percent. Water Water May Be Measured Either By Volume Or By Weight. The Accuracy Of Measuring The Water Shall Be Within A Range Of Error Of Not More Than 1 Percent. Aggregates Stockpiling Of Aggregates Shall Be In Accordance With Subsection 311.2.10. All Aggregates Whether Produced Or Handled By Hydraulic Methods Or Washed, Shall Be Stockpiled Or Binned For Draining For At Least 12 Hours Prior To Batching. Rail Shipment Requiring More Than12 Hours Will Be Accepted As Adequate Binning Only If The Car Bodies Permit Free Drainage. If The Aggregates Contain High Or Non-uniform Moisture Content, Storage Or Stockpile Period In Excess Of 12 Hours May Be Required By The Engineer. Batching Shall Be Conducted As To Result In A 2 Mass Percent Maximum Tolerance For The Required Materials. Bins And Scales The Batching Plant Shall Include Separate Bins For Bulk Cement, Fine Aggregate And For Each Size Of Coarse Aggregate, A Weighing Hopper, And Scales Capable Of Determining Accurately The Mass Of Each Component Of The Batch. Scales Shall Be Accurate To One-half (0.5) Percent Throughout The Range Used. Batching When Batches Are Hauled To The Mixer, Bulk Cement Shall Be Transported Either In Waterproof Compartments Or Between The Fine And Coarse Aggregate. When Cement Is Placed In Contact With Moist Aggregates, Batches Will Be Rejected Unless Mixed Within 1-1/2 Hours Of Such Contact. Sacked Cement May Be Transported On Top Of The Aggregates. Batches Shall Be Delivered To The Mixer Separate And Intact. Each Batch Shall Be Dumped Cleanly Into The Mixer Without Loss, And, When More Than One Batch Is Carried On The Truck, Without Spilling Of Material From One Batch Compartment Into Another. Admixtures The Contractor Shall Follow An Approved Procedure For Adding The Specified Amount Of Admixture To Each Batch And Will Be Responsible For Its Uniform Operation During The Progress Of The Work. He Shall Provide Separate Scales For The Admixtures Which Are To Be Proportioned By Weight, And Accurate Measures For Those To Be Proportioned By Volume. Admixtures Shall Be Measured Into The Mixer With An Accuracy Of Plus Or Minus Three (3) Percent. The Use Of Calcium Chloride As An Admixture Will Not Be Permitted. 405.4.4 Mixing And Delivery Concrete May Be Mixed At The Site Of Construction, At A Central Point Or By A Combination Of Central Point And Truck Mixing Or By A Combination Of Central Point Mixing And Truck Agitating. Mixing And Delivery Of Concrete Shall Be In Accordance With The Appropriate Requirements Of Aashto M 157 Except As Modified In The Following Paragraphs Of This Section, For Truck Mixing Or A Combination Of Central Point And Truck Mixing Or Truck Agitating. Delivery Of Concrete Shall Be Regulated So That Placing Is At A Continuous Rate Unless Delayed By The Placing Operations. The Intervals Between Delivery Of Batches Shall Not Be So Great As To Allow The Concrete Inplace To Harden Partially, And In No Case Shall Such An Interval Exceed 30 Minutes. In Exceptional Cases And When Volumetric Measurements Are Authorized, For Small Project Requiring Less Than 75 Cu.m. Per Day Of Pouring, The Weight Proportions Shall Be Converted To Equivalent Volumetric Proportions. In Such Cases, Suitable Allowance Shall Be Made For Variations In The Moisture Condition Of The Aggregates, Including The Bulking Effect In The Fine Aggregate. Batching And Mixing Shall Be In Accordance With Astm C 685, Section 6 Through 9. Concrete Mixing, By Chute Is Allowed Provided That A Weighing Scales For Determining The Batch Weight Will Be Used. For Batch Mixing At The Site Of Construction Or At A Central Point, A Batch Mixer Of An Approved Type Shall Be Used. Mixer Having A Rated Capacity Of Less Than A One-bag Batch Shall Not Be Used. The Volume Of Concrete Mixed Per Batch Shall Not Exceed The Mixer’s Nominal Capacity As Shown On The Manufacturer’s Standard Rating Plate On The Mixer Except That An Overload Up To 10 Percent Above The Mixer’s Nominal Capacity May Be Permitted, Provided Concrete Test Data For Strength, Segregation, And Uniform Consistency Are Satisfactory And Provided No Spillage Of Concrete Takes Place. The Batch Shall Be So Charge Into The Drum That A Portion Of The Water Shall Enter In Advance Of The Cement And Aggregates. The Flow Of Water Shall Be Uniform And All Water Shall Be In The Drum By The End Of The First 15 Seconds Of The Mixing Period. Mixing Time Shall Be Measured From The Time All Materials, Except Water, Are In The Drum. Mixing Time Shall Not Be Less Than 60 Seconds For Mixers Having A Capacity Of 1.5m3 Or Less. For Mixers Having A Capacity Greater Than 1.5m3, The Mixing Time Shall Not Be Less Than 90 Seconds. If Timing Starts, The Instant The Skip Reaches Its Maximum Raised Position, 4 Seconds Shall Be Added To The Specified Mixing Time. Mixing Time Ends When The Discharge Chute Opens. The Mixer Shall Be Operated At The Drum Speed As Shown On The Manufacturer’s Name Plate On The Mixer. Any Concrete Mixed Less Than The Specified Time Shall Be Discarded And Disposed Off By The Contractor At His Own Expenses. The Timing Device On Stationary Mixers Shall Be Equipped With A Bell Or Other Suitable Warning Device Adjusted To Give A Clearly Audible Signal Each Time The Lock Is Released. In Case Of Failure Of The Timing Device, The Contractor Will Be Permitted To Continue Operations While It Is Being Repaired, Provided He Furnishes An Approved Timepiece Equipped With Minute And Second Hands. If The Timing Device Is Not Placed In Good Working Order Within 24 Hours, Further Use Of The Mixer Will Be Prohibited Until Repairs Are Made. Retempering Concrete Will Not Be Permitted. Admixtures For Increasing The Workability, For Retarding The Set, Or For Accelerating The Set Or Improving The Pumping Characteristics Of The Concrete Will Be Permitted Only When Specifically Provided For In The Contract, Or Authorized In Writing By The Engineer. Mixing Concrete: General Concrete Shall Be Thoroughly Mixed In A Mixer Of An Approved Size And Type That Will Insure A Uniform Distribution Of The Materials Throughout The Mass. All Concrete Shall Be Mixed In Mechanically Operated Mixers. Mixing Plant And Equipment For Transporting And Placing Concrete Shall Be Arranged With An Ample Auxiliary Installation To Provide A Minimum Supply Of Concrete In Case Of Breakdown Of Machinery Or In Case The Normal Supply Of Concrete Is Disrupted. The Auxiliary Supply Of Concrete Shall Be Sufficient To Complete The Casting Of A Section Up To A Construction Joint That Will Meet The Approval Of The Engineer. Equipment Having Components Made Of Aluminum Or Magnesium Alloys, Which Would Have Contact With Plastic Concrete During Mixing, Transporting Or Pumping Of Portland Cement Concrete, Shall Not Be Used. Concrete Mixers Shall Be Equipped With Adequate Water Storage And A Device Of Accurately Measuring And Automatically Controlling The Amount Of Water Used. Materials Shall Be Measured By Weighing. The Apparatus Provided For Weighing The Aggregates And Cement Shall Be Suitably Designed And Constructed For This Purpose. The Accuracy Of All Weighing Devices Except That For Water Shall Be Such That Successive Quantities Can Be Measured To Within One Percent Of The Desired Amounts. The Water Measuring Device Shall Be Accurate To Plus Or Minus 0.5 Mass Percent. All Measuring Devices Shall Be Subject To The Approval Of The Engineer. Scales And Measuring Devices Shall Be Tested At The Expense Of The Contractor As Frequently As The Engineer May Deem Necessary To Insure Their Accuracy. Weighing Equipment Shall Be Insulated Against Vibration Or Movement Of Other Operating Equipment In The Plant. When The Entire Plant Is Running, The Scale Reading At Cut-off Shall Not Vary From The Weight Designated By The Engineer More Than One Mass Percent For Cement, 1-1/2 Mass Percent For Any Size Of Aggregate, Or One (1) Mass Percent For The Total Aggregate In Any Batch. Mixing Concrete At Site Concrete Mixers May Be Of The Revolving Drum Or The Revolving Blade Type And The Mixing Drum Or Blades Shall Be Operated Uniformly At The Mixing Speed Recommended By The Manufacturer. The Pick-up And Throw-over Blades Of Mixers Shall Be Restored Or Replaced When Any Part Or Section Is Worn 20mm Or More Below The Original Height Of The Manufacturer’s Design. Mixers And Agitators Which Have An Accumulation Of Hard Concrete Or Mortar Shall Not Be Used. When Bulk Cement Is Used And Volume Of The Batch Is 0.5m3 Or More, The Scale And Weigh Hopper For Portland Cement Shall Be Separate And Distinct From The Aggregate Hopper Or Hoppers. The Discharge Mechanism Of The Bulk Cement Weigh Hopper Shall Be Interlocked Against Opening Before The Full Amount Of Cement Is In The Hopper. The Discharging Mechanism Shall Also Be Interlocked Against Opening When The Amount Of Cement In The Hopper Is Underweight By More Than One (1) Mass Percent Or Overweight By More Than 3 Mass Percent Of The Amount Specified. When The Aggregate Contains More Water Than The Quantity Necessary To Produce A Saturated Surface Dry Condition, Representative Samples Shall Be Taken And The Moisture Content Determined For Each Kind Of Aggregate. The Batch Shall Be So Charged Into The Mixer That Some Water Will Enter In Advance Of Cement And Aggregate. All Water Shall Be In The Drum By The End Of The First Quarter Of The Specified Mixing Time. Cement Shall Be Batched And Charged Into The Mixer So That It Will Not Result In Loss Of Cement Due To The Effect Of Wind, Or In Accumulation Of Cement On Surface Of Conveyors Or Hoppers, Or In Other Conditions Which Reduce Or Vary The Required Quantity Of Cement In The Concrete Mixture. The Entire Content Of A Batch Mixer Shall Be Removed From The Drum Before Materials For A Succeeding Batch Are Placed Therein. The Materials Composing A Batch Except Water Shall Be Deposited Simultaneously Into The Mixer. All Concrete Shall Be Mixed For A Period Of Not Less Than 1-1/2 Minutes After All Materials, Including Water, Are In The Mixer. During The Period Of Mixing, The Mixer Shall Operate At The Speed For Which It Has Been Designed. Mixers Shall Be Operated With An Automatic Timing Device That Can Be Locked By The Engineer. The Time Device And Discharge Mechanics Shall Be So Interlocked That During Normal Operation No Part Of The Batch Will Be Charged Until The Specified Mixing Time Has Elapsed. The First Batch Of Concrete Materials Placed In The Mixer Shall Contain A Sufficient Excess Of Cement, Sand, And Water To Coat Inside Of The Drum Without Reducing The Required Mortar Content Of The Mix. When Mixing Is To Cease For A Period Of One Hour Or More, The Mixer Shall Be Thoroughly Cleaned. Mixing Concrete At Central Plant Mixing At Central Plant Shall Conform To The Requirements For Mixing At The Site. Mixing Concrete In Truck Truck Mixers, Unless Otherwise Authorized By The Engineer, Shall Be Of The Revolving Drum Type, Water-tight, And So Constructed That The Concrete Can Be Mixed To Insure A Uniform Distribution Of Materials Throughout The Mass. All Solid Materials For The Concrete Shall Be Accurately Measured And Charged Into The Drum At The Proportioning Plant. Except As Subsequently Provided, The Truck Mixer Shall Be Equipped With A Device By Which The Quantity Of Water Added Can Be Readily Verified. The Mixing Water May Be Added Directly To The Batch, In Which Case A Tank Is Not Required. Truck Mixers May Be Required To Be Provided With A Means Of Which The Mixing Time Can Be Readily Verified By The Engineer. The Maximum Size Of Batch In Truck Mixers Shall Not Exceed The Minimum Rated Capacity Of The Mixer As Stated By The Manufacturer And Stamped In Metal On The Mixer. Truck Mixing, Shall, Unless Other-wise Directed Be Continued For Not Less Than 100 Revolutions After All Ingredients, Including Water, Are In The Drum. The Mixing Speed Shall Not Be Less Than 4 Rpm, Nor More Than 6 Rpm. Mixing Shall Begin Within 30 Minutes After The Cement Has Been Added Either To The Water Or Aggregate, But When Cement Is Charged Into A Mixer Drum Containing Water Or Surface Wet Aggregate And When The Temperature Is Above 32oc, This Limit Shall Be Reduced To 15 Minutes. The Limitation In Time Between The Introduction Of The Cement To The Aggregate And The Beginning Of The Mixing May Be Waived When, In The Judgement Of The Engineer, The Aggregate Is Sufficiently Free From Moisture, So That There Will Be No Harmful Effects On The Cement. When A Truck Mixer Is Used For Transportation, The Mixing Time Specified In Subsection 405.4.4 (3) At A Stationary Mixer May Be Reduced To 30 Seconds And The Mixing Completed In A Truck Mixer. The Mixing Time In The Truck Mixer Shall Be As Specified For Truck Mixing. Transporting Mixed Concrete Mixed Concrete May Only Be Transported To The Delivery Point In Truck Agitators Or Truck Mixers Operating At The Speed Designated By The Manufacturers Of The Equipment As Agitating Speed, Or In Non-agitating Hauling Equipment, Provided The Consistency And Workability Of The Mixed Concrete Upon Discharge At The Delivery Point Is Suitable Point For Adequate Placement And Consolidation In Place. Truck Agitators Shall Be Loaded Not To Exceed The Manufacturer’s Guaranteed Capacity. They Shall Maintain The Mixed Concrete In A Thoroughly Mixed And Uniform Mass During Hauling. No Additional Mixing Water Shall Be Incorporated Into The Concrete During Hauling Or After Arrival At The Delivery Point. The Rate Of Discharge Of Mixed Concrete From Truck Mixers Or Agitators Shall Be Controlled By The Speed Of Rotation Of The Drum In The Discharge Direction With The Discharge Gate Fully Open. When A Truck Mixer Or Agitator Is Used For Transporting Concrete To The Delivery Point, Discharge Shall Be Completed Within One Hour, Or Before 250 Revolutions Of The Drum Or Blades, Whichever Comes First, After The Introduction Of The Cement To The Aggregates. Under Conditions Contributing To Quick Stiffening Of The Concrete Or When The Temperature Of The Concrete Is 30oc, Or Above, A Time Less Than One Hour Will Be Required. Delivery Of Mixed Concrete The Contractor Shall Have Sufficient Plant Capacity And Transportation Apparatus To Insure Continuous Delivery At The Rate Required. The Rate Of Delivery Of Concrete During Concreting Operations Shall Be Such As To Provide For The Proper Handling, Placing And Finishing Of The Concrete. The Rate Shall Be Such That The Interval Between Batches Shall Not Exceed 20 Minutes. The Methods Of Delivering And Handling The Concrete Shall Be Such As Will Facilitate Placing Of The Minimum Handling. Method Of Measurement The Quantity Of Structural Concrete To Be Paid For Will Be The Final Quantity Placed And Accepted In The Completed Structure. No Deduction Will Be Made For The Volume Occupied By Pipe Less Than 100mm (4 Inches) In Diameter Or By Reinforcing Steel, Anchors, Conduits, Weep Holes Or Expansion Joint Materials. Basis Of Payment The Accepted Quantities, Measured As Prescribed In Section 405.5, Shall Be Paid For At The Contract Unit Price For Each Of The Pay Item Listed Below That Is Included In The Bill Of Quantities. Payment Shall Constitute Full Compensation For Furnishing, Placing And Finishing Concrete Including All Labor, Equipment, Tools And Incidentals Necessary To Complete The Work Prescribed In The Item. Payment Will Be Made Under: Pay Item Number Description Unit Of Measurement 405 (1) 405 (2) 405 (3) 405 (4) 405 (5) Structural Concrete, Class A Structural Concrete, Class B Structural Concrete, Class C Structural Concrete, Class P Seal Concrete Cubic Meter Cubic Meter Cubic Meter Cubic Meter Cubic Meter Item 510 – Concrete Slope Protection 510.1 Description This Item Shall Consist Of The Furnishing And Placing Of Concrete Slope Protection Including All Necessary Excavation, A Bed Course And Reinforced Concrete To The Required Thickness And Extent To Protect Slopes Against Erosion. Construction Details Shall Be As Shown On The Plans. 510.2 Material Requirements 510.2.1 Bed Course A Bed Course, Where Required, Shall Be Granular Material Which Satisfies The Requirements For Item 200, Aggregate Sub-base, Grading A. 510.2.2 Formwork Formwork, Where Necessary, Shall Be As Specified In Item 407, Concrete Structures. 510.2.3 Steel Reinforcement Steel Reinforcement Shall Be As Specified In Item 404, Reinforcing Steel. 510.2.4 Concrete Concrete Shall Be Class B As Specified In Item 405, Structural Concrete, Unless Otherwise Specified Or Required By The Engineer. 510.3 Construction Requirements 510.3.1 Excavation The Ground Shall Be Excavated Where Necessary In Accordance With The Dimensions, Lines And Grades Shown On The Plans. 510.3.2 Bed Course Where Shown On The Plans Or Ordered By The Engineer, The Contractor Shall Provide And Lay A Bed Course, To The Depth Required, As Specified In Item 200, Aggregate Subbase Course, Compacted At Least 100 Percent Of The Maximum Dry Density As Determined By Aashto T 180, Method D. 510.3.3 Concrete The Contractor Shall Provide And Place Concrete In Accordance With The Requirements Of Item 405, Structural Concrete, To The Required Depths In The Positions And To The Grades And Elevations Shown On The Plans. Unless Otherwise Specified, The Concrete Slabs Shall Not Be Greater Than 4m By 4m And Shall Have Between Slabs, Plain Vertical Straight Joints With No Joint Filler Or Sealer. The Toe Of The Concrete Slope Protection Shall Be Constructed And Protected As Shown On The Plans. 510.3.4 Drainage Drainage Of The Bed Course Or Backfill Shall Be Provided As Shown On The Plans Or As Required By The Engineer. 510.4 Method Of Measurement The Quantity Of Granular Material In The Bed Course To Be Paid For Shall Be Measured By The Cubic Meter In-place And Accepted As Shown On The Plans. The Quantity Of Concrete To Be Paid For Shall Be Measured By The Cubic Meter In-place And Accepted As Shown On The Plans. 510.5 Basis Of Payment The Accepted Quantities As Provided In Section 510.4, Method Of Measurement, Shall Be Paid For At The Contract Unit Price According To The Pay Item In The Bid Schedule Which Price And Payment Shall Constitute Full Compensation For The Necessary Excavation, For All Labor, Equipment, Tools, All Materials Including Formwork And Reinforcing Steel, And Incidentals Necessary To Complete This Item. Section Vii. Drawings Annex A – Architectural Design Annex B- Project Billboard Plan Section Viii. Bill Of Quantities Bid No. Agr- 24-961-b Item Description Quantity Unit Unit Cost Total Cost No. I. Miscellaneous Survey And Staking 1.00 L.s. Pesos And Ctvs. (p ) / L.s. P Ii. Project Billboard / Sognboard 4.00 Each Pesos And Ctvs. (p ) Each P Iii. Mobilization/ Demobilization 1.00 L.s. Pesos And Ctvs. (p ) / L.s. P Iv. Clearing And Grubbing 1.00 L.s. Pesos And Ctvs. (p ) /l.s. P V. Structure Excavation 61.07 Cu.m Pesos And Ctvs. (p ) /cu.m P Vi. Embankment From Roadway Excavation 399.83 Cu.m. Pesos And Ctvs. (p ) / Cu.m P Vii. Embankment From Borrow 97.75 Cu.m. Pesos And Ctvs. (p ) / Cu.m P Viii. Subgrade Preparation 2,048.00 Sq.m. Pesos And Ctvs. (p ) / Sq.m P Ix. Aggregate Subbase Course 409.60 Cu.m Pesos And Ctvs. (p ) / Cu.m P X. Reinforcing Steel 1,855.25 Kgs Pesos And Ctvs. (p ) / Kgs P Xi. Structural Concrete (24 Mpa) 11.06 Cu.m Pesos And Ctvs. (p ) / Cu.m P Xii. Concrete Slope Protection 94.74 Cu.m Pesos And Ctvs. (p ) / Cu.m P 8 Total Bid Cost In Figures P Total Bid Cost In Words Summary Of Costs Item No. Bid Amount Miscellaneous Survey And Staking ₱ _____________________________ Project Billboard / Signboard ₱ _____________________________ Mobilization / Demobilization ₱ _____________________________ Iv. Clearing And Grubbing ₱ _____________________________ V. Structure Excavation ₱ _____________________________ Vi. Embankment From Roadway Excavation ₱ _____________________________ Vii. Embankment From Borrow ₱ _____________________________ Viii. Subgrade Preparation ₱ _____________________________ Ix. Aggregate Subbase Course ₱ _____________________________ X. Reinforcing Steel ₱ _____________________________ Xi. Structural Concrete (24 Mpa) ₱ _____________________________ Xii. Concrete Slope Protection ₱ _____________________________ Total Bid Amount ₱ _____________________________ Section Ix. Checklist Of Technical And Financial Documents Technical Component Envelope Class “a” Documents Legal Documents ⬜ Valid Philgeps Registration Certificate (platinum Membership) (all Pages) In Accordance With Section 8.5.2 Of The Irr; Technical Documents ⬜ 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 ⬜ 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 ⬜ Special Pcab License In Case Of Joint Ventures; And Registration For The Type And Cost Of The Contract To Be Bid; And ⬜ 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 Project Requirements, Which Shall Include The Following: ⬜ Organizational Chart For The Contract To Be Bid; ⬜ 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; ⬜ 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 ⬜ 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 ⬜ The Prospective Bidder’s Computation Of Net Financial Contracting Capacity (nfcc). Class “b” Documents ⬜ 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. Financial Component Envelope ⬜ Original Of Duly Signed And Accomplished Financial Bid Form; And Other Documentary Requirements Under Ra No. 9184 ⬜ Original Of Duly Signed Bid Prices In The Bill Of Quantities; And ⬜ 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: We Have No Reservation To The Pbds, Including The Supplemental Or Bid Bulletins, For The Procurement Project: [insert Name Of Contract]; We Offer To Execute The Works For This Contract In Accordance With The Pbds; The Total Price Of Our Bid In Words And Figures, Excluding Any Discounts Offered Below Is: [insert Information]; The Discounts Offered And The Methodology For Their Application Are: [insert Information]; 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, Our Bid Shall Be Valid Within The Period Stated In The Pbds, And It Shall Remain Binding Upon Us At Any Time Before The Expiration Of That Period; 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; 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; 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 We Understand That You Are Not Bound To Accept The Lowest Calculated Bid Or Any Other Bid That You May Receive. 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 [name Of Project] Of The [name Of The Procuring Entity]. 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: 12 Currently Based On Gppb Resolution No. 0 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: 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. 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. I/we Understand That This Bid Securing Declaration Shall Cease To Be Valid On The Following Circumstances: Upon Expiration Of The Bid Validity Period, Or Any Extension Thereof Pursuant To Your Request; 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 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: [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]; [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;)]; [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; 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; [name Of Bidder] Is Authorizing The Head Of The Procuring Entity Or Its Duly Authorized Representative(s) To Verify All The Documents Submitted; [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; [name Of Bidder] Complies With Existing Labor Laws And Standards; And [name Of Bidder] Is Aware Of And Has Undertaken The Responsibilities As A Bidder In Compliance With The Philippine Bidding Documents, Which Includes: Carefully Examinin Philippine Bidding Documents (as Harmonized With Development Partners) Road Opening Project - Farm To Market Road At Brgy. Ilong Bukid, Badiangan, Iloilo Bid No. Agr-24-961-b Iloilo Provincial Government Sixth Edition Table Of Contents Glossary Of Terms, Abbreviations, And Acronyms 4 Section I. Invitation To Bid 7 Section Ii. Instructions To Bidders 9 1. Scope Of Bid 9 2. Funding Information 9 3. Bidding Requirements 9 4. Corrupt, Fraudulent, Collusive, Coercive, And Obstructive Practices 9 5. Eligible Bidders 10 6. Origin Of Associated Goods 10 7. Subcontracts 10 8. Pre-bid Conference 10 9. Clarification And Amendment Of Bidding Documents 10 10. Documents Comprising The Bid: Eligibility And Technical Components 11 11. Documents Comprising The Bid: Financial Component 11 12. Alternative Bids 11 13. Bid Prices 12 14. Bid And Payment Currencies 12 15. Bid Security 12 16. Sealing And Marking Of Bids 12 17. Deadline For Submission Of Bids 12 18. Opening And Preliminary Examination Of Bids 13 19. Detailed Evaluation And Comparison Of Bids 13 20. Post Qualification 13 21. Signing Of The Contract 13 Section Iii. Bid Data Sheet 14 Section Iv. General Conditions Of Contract 16 1. Scope Of Contract 16 2. Sectional Completion Of Works 16 3. Possession Of Site 16 4. The Contractor’s Obligations 16 5. Performance Security 17 6. Site Investigation Reports 17 7. Warranty 17 8. Liability Of The Contractor 17 9. Termination For Other Causes 17 10. Dayworks 18 11. Program Of Work 18 12. Instructions, Inspections And Audits 18 13. Advance Payment 18 14. Progress Payments 18 15. Operating And Maintenance Manuals 18 Section V. Special Conditions Of Contract 19 Section Vi. Specifications 20 Section Vii. Drawings 28 Section Viii. Bill Of Quantities 65 Section Ix. Checklist Of Technical And Financial Documents 69 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 Road Opening Project - Farm To Market Road At Brgy. Ilong Bukid, Badiangan, Iloilo Bid No. Agr-24-961-b The Iloilo Provincial Government, Through The 20% Nta Development Fund Fy-2024 – Road Networks – Farm To Market Road Intends To Apply The Sum Of Two Million Four Hundred Fifty Thousand Pesos (p2,450,000.00) Being The Approved Budget For The Contract (abc) To Payments Under The Contract For Agr-24-961-b For The Road Opening Project-farm To Market Road At Brgy. Ilong Bukid, Badiangan, Iloilo For The Bids Received In Excess Of The Abc Shall Be Automatically Rejected At Bid Opening. The Iloilo Provincial Government Now Invites Bids For The Above Procurement Project. Completion Of The Works Is Required Sixty (60) 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). 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. 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. 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 Five Thousand Pesos (p5,000.00). The Procuring Entity Shall Allow The Bidder To Present Its Proof Of Payment For The Fees In Person. 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 Bids Must Be Duly Received By The Bac Secretariat Through Manual Submission 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. All Bids Must Be Accompanied By A Bid Security In Any Of The Acceptable Forms And In The Amount Stated In Itb Clause 16. 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. 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. 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 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 Scope Of Bid The Procuring Entity, Iloilo Provincial Government Invites Bids For The Road Opening Project – Farm To Market Road At Brgy. Ilong Bukid, Badiangan, Iloilo With Project Identification Number Agr-24-961-b. The Procurement Project (referred To Herein As “project”) Is For The Construction Of Works, As Described In Section Vi (specifications). Funding Information The Gop Through The Source Of Funding As Indicated Below For 2024 In The Amount Of Two Million Four Hundred Fifty Thousand Pesos (p2,450,000.00) The Source Of Funding Is: A. 20% Nta Development Fund Fy 2024 – Road Networks – Farm To Market Road 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. 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. Eligible Bidders Only Bids Of Bidders Found To Be Legally, Technically, And Financially Capable Will Be Evaluated. 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. 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. The Bidders Shall Comply With The Eligibility Criteria Under Section 23.4.2 Of The 2016 Irr Of Ra No. 9184. 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. Subcontracts 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: Subcontracting Is Not Allowed. 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. 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. Documents Comprising The Bid: Eligibility And Technical Components The First Envelope Shall Contain The Eligibility And Technical Documents Of The Bid As Specified In Section Ix. Checklist Of Technical And Financial Documents. 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. 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. 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. 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. Documents Comprising The Bid: Financial Component The Second Bid Envelope Shall Contain The Financial Documents For The Bid As Specified In Section Ix. Checklist Of Technical And Financial Documents. Any Bid Exceeding The Abc Indicated In Paragraph 1 Of The Ib Shall Not Be Accepted. 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. 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. 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. Bid And Payment Currencies 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. Payment Of The Contract Price Shall Be Made In: Philippine Pesos. Bid Security 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. 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. 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. 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. Opening And Preliminary Examination Of Bids 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. The Preliminary Examination Of Bids Shall Be Governed By Section 30 Of The 2016 Revised Irr Of Ra No. 9184. Detailed Evaluation And Comparison Of Bids 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. 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. 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. 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. 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: Road Works/land Improvement 7.1 The Procuring Entity Has Prescribed That Subcontracting Is Not Allowed. 10.3 [specify If Another Contractor License Or Permit Is Required.] 10.4 The Key Personnel Must Meet The Required Minimum Years Of Experience Set Below: Key Personnel General Experience Relevant Experience 1-project Engineer 1 Year 1 Year 1-material Engineer 1 Year 1 Year 1-foreman 1 Year 1 Year 10.5 The Minimum Major Equipment Requirements Are The Following: Equipment Capacity Number Of Units Heavy Equipment Prime Mover - 2 Backhoe - 1 Dump Truck - 1 Motorized Road Grader - 1 Vibratory Roller - 1 Water Truck - 1 Bar Cutter & Bar Bender - 1 Concrete Vibrator - 1 One-bagger Mixer - 1 12 Alternative Bids Are Not Allowed 15.1 The Bid Security Shall Be In The Form Of A Bid Securing Declaration Or Any Of The Following Forms And Amounts: 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; 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 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. 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). Possession Of Site 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. 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. 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. Performance Security 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. 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. 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. Warranty 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. 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. 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. 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. 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. Program Of Work 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. 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. 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. 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. 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. Operating And Maintenance Manuals If Required, The Contractor Will Provide “as Built” Drawings And/or Operating And Maintenance Manuals As Specified In The Scc. 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 Other Structures, Such As Bailey And Wooden Bridges, Shallow Wells, Spring Developments, And Other Similar Structures:] Two (2) 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 Installed Or Constructed 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 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. Specification Scope Of Works The Works Include Furnishing Of Labor, Materials, Tools, Equipment And Other Incidentals Necessary To Complete The Project Such As: Miscellaneous Survey And Staking, Project Billboard/signboard, Mobilization/demobilization, Clearing And Grubbing, Structure Excavation, Embankment From Roadway Excavation, Embankment From Borrow, Subgrade Preparation, Aggregate Subbase Course, Reinforcing Steel, Structural Concrete (24 Mpa), And Concrete Slope Protection. Part B – Other General Requirements B.4 - Construction Survey And Staking B.4.1 Description This Item Shall Consist Of Furnishing The Necessary Equipment And Material To Survey, Stake, Calculate, And Record Data For The Control Of Work In Accordance With This Specification And In Conformity With The Lines, Grades And Dimensions Shown On The Plans Or As Established By The Engineer. B.4.2 Construction Requirements B.4.2.1 General Staking Activities Shall Be Included In The Construction Schedule To Be Submitted By The Contractor. Dates And Sequence Of Each Staking Activity Shall Be Included. The Engineer Shall Set Initial Reference Lines, Horizontal And Vertical Control Points, And Shall Furnish The Data For Use In Establishing Control For The Completion Of Each Element Of The Work. Data Relating To Horizontal And Vertical Alignments, Theoretical Slope Stake Catch Points, And Other Design Data Shall Be Furnished. The Contractor Shall Be Responsible For The True Settling Of The Works Or Improvements And For Correctness Of Positions, Levels, Dimensions And Alignment Of All Parts Of The Works. He Shall Provide All Necessary Instruments, Appliances, Materials And Supplies, And Labor In Connection Therewith. The Contractor Shall Provide A Survey Crew Supervisor At The Project Site Whenever Surveying/staking Activity Is In Progress. Prior To Construction, The Engineer Shall Be Notified Of Any Missing Initial Reference Lines, Controls, Points, Or Stakes. The Engineer Shall Reestablish Missing Initial Reference Lines, Controls, Points, Or Stakes. The Contractor For Convenient Use Of Government-furnished Data Shall Perform Additional Calculations. Immediate Notification Of Apparent Errors In The Initial Staking Or In The Furnished Data Shall Be Provided. All Initial Reference And Control Points Shall Be Preserved. At The Start Of Construction, All Destroyed Or Disturbed Initial Reference Or Control Points Necessary To The Work Shall Be Replaced. Before Surveying And Staking, The Contractor Shall Discuss And Coordinate The Following With The Engineer: 1. Surveying And Staking Methods 2. Stake Marking/concrete Monuments 3. Grade Control For Courses Of Material 4. Referencing 5. Structure Control 6. Any Other Procedures And Controls Necessary For The Work Established Controls Shall Be Within The Tolerances Shown In Table 1. Table 1: Construction Survey And Staking Tolerances (1) Staking Phase Horizontal Vertical Existing Government Network Control Points ±20mm ±8mm X √k ² Local Supplemental Control Points Set From Existing Government Network Points ±10mm ±3mm X √n³ Centerline Points (4) - (pc), (pt), (pot), And (pac) Including References ±10mm ±10mm Other Centerline Points ±50mm ±50mm Cross-section Points And Slope Stakes (5) ±50mm ±50mm Slope Stakes References ±50mm ±50mm Culverts, Ditches, And Minor Drainage Structures ±50mm ±20mm Retaining Walls And Curb And Gutter ±20mm ±10mm Bridge Substructures ±10mm (6) ±10mm Bridge Superstructures ±10mm (6) ±10mm Clearing And Grubbing Limits ±500mm Roadway Subgrade Finish Stakes (7) ±50mm ±10mm Roadway Finish Grade Stakes (7) ±50mm ±10mm (1) At 95% Confidence Level. Tolerances Are Relative To Existing Government Network Control Points. (2) K Is The Distance In Kilometers. (3) N Is The Number Of Instrument Setups. (4) Centerline Points: Pc - Point Of Curve, Pt - Point Of Tangent, Pot - Point On Tangent, Poc - Point On Curve (5) Take The Cross-sections Normal To The Centerline + 1 Degree. (6) Bridge Control Is Established As Local Network And The Tolerances Are Relative To That Network. (7) Include Pave Ditches. The Contractor Shall Prepare Field Notes In An Approved Format. All Field Notes And Supporting Documentation Shall Become The Property Of The Government Upon Completion Of The Work. Work Shall Only Be Started After Staking For The Affected Work Is Accepted. The Construction Survey And Staking Work May Be Spot-checked By The Engineer For Accuracy, And Unacceptable Portions Of Work May Be Rejected. Rejected Work Shall Be Resurveyed, And Work That Is Not Within The Tolerances Specified In Table 1 Shall Be Corrected. Acceptance Of The Construction Staking Shall Not Relieve The Contractor Of Responsibility For Correcting Errors Discovered During The Work And For Bearing All Additional Costs Associated With The Error, Unless Such Error Is Based On Incorrect Data Supplied In Writing By The Engineer, In Which Case, The Expense In Rectifying The Same Shall Be At The Expense Of The Government. In The Case Of "change" Or "changed Conditions" Which Involve Any Change In Stakeout, The Contractor Shall Coordinate With The Engineer And Facilitate The Prompt Reestablishment Of The Field Control For The Altered Or Adjusted Work. All Flagging, Lath, Stakes, And Other Staking Materials Shall Be Removed And Disposed After The Project Is Completed. B.4.2.2 Equipment Survey Instruments And Supporting Equipment Capable Of Achieving The Specified Tolerances Shall Be Furnished. Acceptable Tools, Supplies, And Stakes Of The Type And Quality Normally Used In Highway Survey Work And Suitable For The Intended Use Shall Be Furnished. Stakes And Hubs Of Sufficient Length To Provide A Solid Set In The Ground With Sufficient Surface Area Above Ground For Necessary Legible Markings Shall Also Be Furnished. B.4.2.3 Survey And Staking Requirements All Survey, Staking, Recording Of Data, And Calculations Necessary To Construct The Project From The Initial Layout To Final Completion Shall Be Performed. Stakes Shall Be Reset As Many Times As Necessary To Construct The Work. 1. Control Points Established Initial Horizontal And Vertical Control Points In Conflict With Construction Shall Be Relocated To Areas That Will Not Be Disturbed By Construction Operations. The Coordinates And Elevations For The Relocated Points Shall Be Furnished Before The Initial Points Are Disturbed. 2. Roadway Cross-sections Roadway Cross-sections Shall Be Taken Normal Or Perpendicular To The Centerline. When The Centerline Horizontal Curve Radius Is Less Than Or Equal To 150 Meters And Vertical Parabolic Curve Radius Is Less Than Or Equal To 100 Meters, Cross-sections Shall Be Taken At A Maximum Centerline Spacing Of 10 Meters. When The Centerline Horizontal Curve Radius Is Greater Than 150 Meters And Vertical Parabolic Curve Radius Is Greater Than 100 Meters, Cross-sections Shall Be Taken At A Maximum Centerline Spacing Of 20 Meters. Additional Cross-sections Shall Be Taken At Significant Breaks In Topography And At Changes In The Typical Roadway Section Including Transition Change To Super Elevated Sections. Along Each Cross-section, Points Shall Be Measured And Recorded At Breaks In Topography And At Changes In Typical Roadway Section Including Transition Change To Super Elevated Sections And Shall Be No Further Apart Than 5 Meters. Points Shall Be Measured And Recorded To At Least The Anticipated Slope Stake And Reference Locations. All Cross-section Distances Shall Be Reduced To Horizontal Distances From Centerline. 3. Slope Stakes And References Slope Stakes And References Shall Be Set On Both Sides Of Centerline At The Cross-section Locations. Slope Stakes Shall Be Established In The Field As The Actual Point Of Intersection Of The Design Roadway Slope With The Natural Ground Line. Slope Stake References Shall Be Set Outside The Clearing Limits. All Reference Point And Slope Stake Information Shall Be Included On The Reference Stakes. When Initial References Are Provided, Slope Stakes May Be Set From These Points With Verification Of The Slope Stake Location With Field Measurements. Slope Stakes On Any Section That Do Not Match With The Staking Report Within The Tolerances Established In Table 1 Shall Be Recatched. Roadway Cross-section Data Shall Be Taken Between Centerline And The New Slope Stake Location. Additional References Shall Be Set Even When The Initial References Are Provided. 4. Clearing And Grubbing Limits Clearing And Grubbing Limits Shall Be Set On Both Sides Of Centerline At Roadway Cross-section Locations, Extending One (1) Meter Beyond The Toe Of The Fill Slopes Or Beyond Rounding Of Cut Slopes As The Case Maybe For The Entire Length Of The Project Unless Otherwise Shown On The Plans Or As Directed By The Engineer. 5. Centerline Reestablishment Centerline Shall Be Reestablished From Instrument Control Points. The Maximum Spacing Between Centerline Points Shall Be 10 Meters When The Centerline Horizontal Curve Radius Is Less Than Or Equal To 150 Meters And Vertical Parabolic Curve Radius Is Less Than Or Equal To 100 Meters. When The Centerline Horizontal Curve Radius Is Greater Than 150 Meters And Vertical Parabolic Curve Radius Is Greater Than 100 Meters, The Maximum Distance Between Centerline Points Shall Be 20 Meters. 6. Grade Finishing Stakes Grade Finishing Stakes Shall Be Set For Grade Elevations And Horizontal Alignment, At The Centerline And At Each Shoulder Of Roadway Cross-section Locations. Stakes Shall Be Set At The Top Of Subgrade And The Top Of Each Aggregate Course. Where Turnouts Are Constructed, Stakes Shall Be Set At The Centerline, At Each Normal Shoulder, And At The Shoulder Of The Turnout. In Parking Areas, Hubs Shall Be Set At The Center And Along The Edges Of The Parking Area. Stakes Shall Be Set At All Ditches To Be Paved. The Maximum Longitudinal Spacing Between Stakes Shall Be 10 Meters When The Centerline Horizontal Curve Radius Is Less Than Or Equal To 150 Meters And Vertical Parabolic Curve Radius Is Less Than Or Equal To 100 Meters. When The Centerline Horizontal Curve Radius Is Greater Than 150 Meters And Vertical Parabolic Curve Radius Is Greater Than 100 Meters, The Maximum Longitudinal Spacing Between Stakes Shall Be 20 Meters. The Maximum Transverse Spacing Between Stakes Shall Be 5 Meters. Brushes Or Guard Stakes Shall Be Used At Each Stake. 7. Culverts Culverts Shall Be Staked To Fit Field Conditions. The Location Of Culverts May Differ From The Plans. The Following Shall Be Performed: A. Survey And Record The Ground Profile Along The Culvert Centerline Including Inlet And Outlet Channel Profile Of At Least 10 Meters And As Additionally Directed By The Engineer So As To Gather All Necessary Data For The Preparation Of Pipe Projection Plan. B. Determine The Slope Catch Points At The Inlet And Outlet. C. Set The Reference Points And Record Information Necessary To Determine Culvert Length And End Treatments. D. Plot Into Scale The Profile Along The Culvert Centerline Reflecting The Natural Ground Elevation, Invert Elevation, The Flow Line, The Roadway Section, And The Size, Length And The Degree Of Elbow Of Culvert, End Treatments, Grade And Other Appurtenances. E. Plot Into Scale The Cross-section Of Inlet And Outlet Channel At Not More Than 5 Meters Interval. F. Submit The Plotted Pipe Projection Plan For Approval Of Final Culvert Length, Alignment And Headwall. G. When The Pipe Projection Plan Has Been Approved, Set Drainage Culvert Structure Survey And Reference Stakes, And Stake Inlet And Outlet To Make The Structure Functional. 8. Retaining Walls And Other Types Of Slope Protection Works Profile Measurements Along The Face Of The Proposed Wall And 2 Meters In Front Of The Wall Face Shall Be Surveyed And Recorded. Cross-sections Shall Be Taken Within The Limits Designated By The Engineer At Every 5 Meters Along The Length Of The Wall And All Major Breaks In Terrain. For Each Cross-section, Points Shall Be Measured And Recorded Every 5 Meters And At All Major Breaks In Terrain. Adequate References And Horizontal And Vertical Control Points Shall Be Set. 9. Borrow And Waste Sites The Work Essential For Initial Layout And Measurement Of The Borrow Or Waste Site Shall Be Performed. A Referenced Baseline, Site Limits, And Clearing Limits Shall Be Established. Initial And Final Cross-sections Shall Be Surveyed And Recorded. 10. Permanent Monuments And Markers All Survey And Staking Necessary To Establish Permanent Monuments And Markers Shall Be Performed. 11. Miscellaneous Survey And Staking All Surveying, Staking, And Recording Of Data Essential For Establishing The Layout And Control Of The Following Shall Be Performed, As Applicable: A. Approach Roads And Trails B. Road Right Of Way And Construction Limit In Accordance With The Approved Parcellary Plan. C. Curb And Gutter D. Guardrail E. Parking Areas F. Paved Waterways And Outfall Structures G. Lined Canals And Other Ditches H. Chutes And Spillways I. Turf Establishment-s J. Utilities K. Signs, Delineators, And Object 9 Markers I. Pavement Markings B.4.3 Method Of Measurement Construction Survey And Staking Shall Be Measured By The Kilometer. Slope, Reference, And Clearing And Grubbing Stakes Shall Be Measured By The Kilometer. Centerline Establishment Shall Be Measured By The Kilometer. Centerline Reestablishment Shall Be Measured Only One Time. Culvert Survey And Staking Shall Be Measured By The Each. Grade Finishing Stakes Shall Be Measured By The Kilometer. Subgrade Shall Be Measured One Time And Each Aggregate Course Shall Also Be Measured One Time. Permanent Monuments And Markers Shall Be Measured By Each Unit Placed And Installed At The Proper Locations. Miscellaneous Survey And Staking Shall Be Measured By The Hour Of Survey Work Ordered Or By The Lump Sum. For Miscellaneous Survey And Staking Paid By The Hour, The Minimum Survey Crew Size Shall Be 2 Persons. Time Spent In Making Preparations, Travelling To And From The Project Site, Performing Calculations, Plotting Cross Sections And Other Data, Processing Computer Data, And Other Efforts Necessary To Successfully Accomplish Construction Survey And Staking Shall Not Be Measured Separately But Deemed Included As Subsidiary For Each Of The Pay Item. 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: Tarpaulin, White, 8ft X 8ft (coa) And 4ft X 8ft (pao): Resolution: 70 Dpi; Font: Helvetica; Font Size: Main Information – 3”; Sub-information – 1”; Font Color: Black; Suitable Frame: Rigid Wood Or Steel Frame With Post; And, 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 And Shall Be Measured For Payment. Basis Of Payment Payment Shall Be In Accordance With All The Cost Associated With The Compliance Of This Specification And Shall Be Included In The Contractor’s Bid Price. No Additional Or Separate Payment Will Be Made In This Regard As Well As For The Maintenance Of The Billboard. Pay Item Number Description Unit Of Measurement B.5 Project Billboard Each Part C – Earthwork Item 100 – Clearing And Grubbing 100.1 Description This Item Shall Consist Of Clearing, Grubbing, Removing And Disposing All Vegetation And Debris As Designated In The Contract, Except Those Objects That Are Designated To Remain In Place Or Are To Be Removed In Consonance With Other Provisions Of This Specification. The Work Shall Also Include The Preservation From Injury Or Defacement Of All Objects Designated To Remain. 100.2 Construction Requirements 100.2.1 General The Engineer Will Establish The Limits Of Work And Designate All Trees, Shrubs, Plants And Other Things To Remain. The Contractor Shall Preserve All Objects Designated To Remain. Paint Required For Cut Or Scarred Surface Of Trees Or Shrubs Selected For Retention Shall Be An Approved Asphaltum Base Paint Prepared Especially For Tree Surgery. Clearing Shall Extend One (1) Meter Beyond The Toe Of The Fill Slopes Or Beyond Rounding Of Cut Slopes As The Case Maybe For The Entire Length Of The Project Unless Otherwise Shown On The Plans Or As Directed By The Engineer And Provided It Is Within The Right Of Way Limits Of The Project, With The Exception Of Trees Under The Jurisdiction Of The Forest Management Bureau (fmb). 100.2.2 Clearing And Grubbing All Surface Objects And All Trees, Stumps, Roots And Other Protruding Obstructions, Not Designated To Remain, Shall Be Cleared And/or Grubbed, Including Mowing As Required, Except As Provided Below: (1) Removal Of Undisturbed Stumps And Roots And Nonperishable Solid Objects With A Minimum Depth Of One (1) Meter Below Subgrade Or Slope Of Embankment Will Not Be Required. (2) In Areas Outside Of The Grading Limits Of Cut And Embankment Areas, Stumps And Nonperishable Solid Objects Shall Be Cut Off Not More Than 150 Mm (6 Inches) Above The Ground Line Or Low Water Level. (3) In Areas To Be Rounded At The Top Of Cut Slopes, Stumps Shall Be Cut Off Flush With Or Below The Surface Of The Final Slope Line. (4) Grubbing Of Pits, Channel Changes And Ditches Will Be Required Only To The Depth Necessitated By The Proposed Excavation Within Such Areas. (5) In Areas Covered By Cogon/talahib, Wild Grass And Other Vegetations, Top Soil Shall Be Cut To A Maximum Depth Of 150 Mm Below The Original Ground Surface Or As Designated By The Engineer, And Disposed Outside The Clearing And Grubbing Limits As Indicated In The Typical Roadway Section. Except In Areas To Be Excavated, Stump Holes And Other Holes From Which Obstructions Are Removed Shall Be Backfilled With Suitable Material And Compacted To The Required Density. If Perishable Material Is Burned, It Shall Be Burned Under The Constant Care Of Component Watchmen At Such Times And In Such A Manner That The Surrounding Vegetation, Other Adjacent Property, Or Anything Designated To Remain On The Right Of Way Will Not Be Jeopardized. If Permitted, Burning Shall Be Done In Accordance With Applicable Laws, Ordinances, And Regulation. The Contractor Shall Use High Intensity Burning Procedures, (i.e., Incinerators, High Stacking Or Pit And Ditch Burning With Forced Air Supplements) That Produce Intense Burning With Little Or No Visible Smoke Emission During The Burning Process. At The Conclusion Of Each Burning Session, The Fire Shall Be Completely Extinguished So That No Smoldering Debris Remains. In The Event That The Contractor Is Directed By The Engineer Not To Start Burning Operations Or To Suspend Such Operations Because Of Hazardous Weather Conditions, Material To Be Burned Which Interferes With Subsequent Construction Operations Shall Be Moved By The Contractor To Temporary Locations Clear Of Construction Operations And Later, If Directed By The Engineer, Shall Be Placed On A Designated Spot And Burned. Materials And Debris Which Cannot Be Burned And Perishable Materials May Be Disposed Off By Methods And At Locations Approved By The Engineer, On Or Off The Project. If Disposal Is By Burying, The Debris Shall Be Placed In Layers With The Material So Disturbed To Avoid Nesting. Each Layer Shall Be Covered Or Mixed With Earth Material By The Land-fill Method To Fill All Voids. The Top Layer Of Material Buried Shall Be Covered With At Least 300 Mm (12 Inches) Of Earth Or Other Approved Material And Shall Be Graded, Shaped And Compacted To Present A Pleasing Appearance. If The Disposal Location Is Off The Project, The Contractor Shall Make All Necessary Arrangements With Property Owners In Writing For Obtaining Suitable Disposal Locations Which Are Outside The Limits Of View From The Project. The Cost Involved Shall Be Included In The Unit Bid Price. A Copy Of Such Agreement Shall Be Furnished To The Engineer. The Disposal Areas Shall Be Seeded, Fertilized And Mulched At The Contractor’s Expense. Woody Material May Be Disposed Off By Chipping. The Wood Chips May Be Used For Mulch, Slope Erosion Control Or May Be Uniformly Spread Over Selected Areas As Directed By The Engineer. Wood Chips Used As Mulch For Slope Erosion Control Shall Have A Maximum Thickness Of 12 Mm (1/2 Inch) And Faces Not Exceeding 3900 Mm2 (6 Square Inches) On Any Individual Surface Area. Wood Chips Not Designated For Use Under Other Sections Shall Be Spread Over The Designated Areas In Layers Not To Exceed 75 Mm (3 Inches) Loose Thickness. Diseased Trees Shall Be Buried Or Disposed Off As Directed By The Engineer. All Merchantable Timber In The Clearing Area Which Has Not Been Removed From The Right Of Way Prior To The Beginning Of Construction, Shall Become The Property Of The Contractor, Unless Otherwise Provided. Low Hanging Branches And Unsound Or Unsightly Branches On Trees Or Shrubs Designated To Remain Shall Be Trimmed As Directed. Branches Of Trees Extending Over The Roadbed Shall Be Trimmed To Give A Clear Height Of 6 M (20 Feet) Above The Roadbed Surface. All Trimming Shall Be Done By Skilled Workmen And In Accordance With Good Tree Surgery Practices. Timber Cut Inside The Area Staked For Clearing Shall Be Felled Within The Area To Be Cleared. 100.2.3 Individual Removal Of Trees Or Stumps Individual Trees Or Stumps Designated By The Engineer For Removal And Located In Areas Other Than Those Established For Clearing And Grubbing And Roadside Cleanup Shall Be Removed And Disposed Off As Specified Under Subsection 100.2.2 Except Trees Removed Shall Be Cut As Nearly Flush With The Ground As Practicable Without Removing Stumps. 100.3 Method Of Measurement Measurement Will Be By One Or More Of The Following Alternate Methods: 1. Area Basis. The Work To Be Paid For Shall Be The Number Of Hectares And Fractions Thereof Acceptably Cleared And Grubbed Within The Limits Indicated On The Plans Or As May Be Adjusted In Field Staking By The Engineer. Areas Not Within The Clearing And Grubbing Limits Shown On The Plans Or Not Staked For Clearing And Grubbing Will Not Be Measured For Payment. 2. Lump-sum Basis. When The Bill Of Quantities Contains A Clearing And Grubbing Lump-sum Item, No Measurement Of Area Will Be Made For Such Item. 3. Individual Unit Basis (selective Clearing). The Diameter Of Trees Will Be Measured At A Height Of 1.4 M (54 Inches) Above The Ground. Trees Less Than 150 Mm (6 Inches) In Diameter Will Not Be Measured For Payment. When Bill Of Quantities Indicates Measurement Of Trees By Individual Unit Basis, The Units Will Be Designated And Measured In Accordance With The Following Schedule Of Sizes: Diameter At Height Of 1.4 M Pay Item Designation Over 150 Mm To 900 Mm Small Over 900 Mm Large 100.4 Basis Of Payment The Accepted Quantities, Measured As Prescribed In Section 100.3, Shall Be Paid For At The Contract Unit Price For Each Of The Pay Items Listed Below That Is Included In The Bill Of Quantities, Which Price And Payment Shall Be Full Compensation For Furnishing All Labor, Equipment, Tools And Incidentals Necessary To Complete The Work Prescribed In This Item. Payment Will Be Made Under: Pay Item Number Description Unit Of Measurement 100 (1) Clearing And Grubbing Hectare 100 (2) Clearing And Grubbing Lump Sum 100 (3) Individual Removal Of Trees, Small Each 100 (4) Individual Removal Of Trees, Large Each Item 102 - Excavation 102.1 Description This Item Shall Consist Of Roadway Drainage And Borrow Excavation, And The Disposal Of Material In Accordance With This Specification And In Conformity With The Lines, Grades And Dimensions Shown On The Plans Or Established By The Engineer. 102.1.1 Roadway Excavation Roadway Excavation Will Include Excavation And Grading For Roadways, Parking Areas, Intersections, Approaches, Slope Rounding, Benching, Waterways And Ditches; Removal Of Unsuitable Material From The Roadbed And Beneath Embankment Areas; And Excavating Selected Material Found In The Roadway As Ordered By The Engineer For Specific Use In The Improvement. Roadway Excavation Will Be Classified As "unclassified Excavation", "rock Excavation", "common Excavation", Or "muck Excavation" As Indicated In The Bill Of Quantities And Hereinafter Described. (1) Unclassified Excavation. Unclassified Excavation Shall Consist Of The Excavation And Disposal Of All Materials Regardless Of Its Nature, Not Classified And Included In The Bill Of Quantities Under Other Pay Items. (2) Rock Excavation. Rock Excavation Shall Consist Of Excavation Of Igneous, Sedimentary And Metamorphic Rocks Which Cannot Be Excavated Without Blasting Or The Use Of Rippers, And All Boulders Or Other Detached Stones Each Having A Volume Of 1 Cubic Meter Or More As Determined By Physical Measurements Or Visually By The Engineer. (3) Common Excavation. Common Excavations Shall Consist Of All Excavation Not Included In The Bill Of Quantities Under "rock Excavation" Or Other Pay Items. (4) Muck Excavation. Muck Excavation Shall Consist Of The Removal And Disposal Of Deposits Of Saturated Or Unsaturated Mixtures Of Soils And Organic Matter Not Suitable For Foundation Materials Regardless Of Moisture Content. 102.1.2 Borrow Excavation Borrow Excavation Shall Consist Of The Excavation And Utilization Of Approved Materials Required For The Construction Of Embankments Or For Other Portions Of The Work, And Shall Be Obtained From Approved Sources, In Accordance With Clause 61, Standard Specifications For Public Works And Highways, Volume I And The Following: Borrow, Case 1 Borrow Case 1 Will Consist Of Material Obtained From Sources Designated On The Plans Or In The Special Provisions. Borrow, Case 2 Borrow Case 2 Will Consist Of Material Obtained From Sources Provided By The Contractor. The Material Shall Meet The Quality Requirements Determined By The Engineer Unless Otherwise Provided In The Contract. 102.2 Construction Requirements 102.2.1 General When There Is Evidence Of Discrepancies On The Actual Elevations And That Shown On The Plans, A Pre-construction Survey Referred To The Datum Plane Used In The Approved Plan Shall Be Undertaken By The Contractor Under The Control Of The Engineer To Serve As Basis For The Computation Of The Actual Volume Of The Excavated Materials. All Excavations Shall Be Finished To Reasonably Smooth And Uniform Surfaces. No Materials Shall Be Wasted Without Authority Of The Engineer. Excavation Operations Shall Be Conducted So That Material Outside Of The Limits Of Slopes Will Not Be Disturbed. Prior To Excavation, All Necessary Clearing And Grubbing In That Area Shall Have Been Performed In Accordance With Item 100, Clearing And Grubbing. 102.2.2 Conservation Of Topsoil Where Provided For On The Plans Or In The Special Provisions, Suitable Topsoil Encountered In Excavation And On Areas Where Embankment Is To Be Placed Shall Be Removed To Such Extent And To Such Depth As The Engineer May Direct. The Removed Topsoil Shall Be Transported And Deposited In Storage Piles At Locations Approved By The Engineer. The Topsoil Shall Be Completely Removed To The Required Depth From Any Designated Area Prior To The Beginning Of Regular Excavation Or Embankment Work In The Area And Shall Be Kept Separate From Other Excavated Materials For Later Use. 102.2.3 Utilization Of Excavated Materials All Suitable Materials Removed From The Excavation Shall Be Used In The Formation Of The Embankment, Subgrade, Shoulders, Slopes, Bedding, And Backfill For Structures, And For Other Purposes Shown On The Plans Or As Directed. The Engineer Will Designate As Unsuitable Those Soils That Cannot Be Properly Compacted In Embankments. All Unsuitable Materials Shall Be Disposed Of As Shown On The Plans Or As Directed Without Delay To The Contractor. Only Approved Materials Shall Be Used In The Construction Of Embankments And Backfills. All Excess Materials, Including Rock And Boulders That Cannot Be Used In Embankments Shall Be Disposed Of As Directed. Materials Encountered In The Excavation And Determined By The Engineer As Suitable For Topping, Road Finishing, Slope Protection, Or Other Purposes Shall Be Conserved And Utilized As Directed By The Engineer. Borrow Materials Shall Not Be Placed Until After The Readily Accessible Materials From Roadway Excavation Has Been Placed In The Fill, Unless Otherwise Permitted Or Directed By The Engineer. If The Contractor Places More Borrow Than Is Required And Thereby Causes A Waste Of Excavation, The Amount Of Such Waste Will Be Deducted From The Borrow Volume. 102.2.4 Prewatering Excavation Areas And Borrow Pits May Be Prewatered Before Excavating The Material. When Prewatering Is Used, The Areas To Be Excavated Shall Be Moistened To The Full Depth, From The Surface To The Bottom Of The Excavation. The Water Shall Be Controlled So That The Excavated Material Will Contain The Proper Moisture To Permit Compaction To The Specified Density With The Use Of Standard Compacting Equipment. Prewatering Shall Be Supplemented Where Necessary, By Truck Watering Units, To Ensure That The Embankment Material Contains The Proper Moisture At The Time Of Compaction. The Contractor Shall Provide Drilling Equipment Capable Of Suitably Checking The Moisture Penetration To The Full Depth Of The Excavation. 102.2.5 Presplitting Unless Otherwise Provided In The Contract, Rock Excavation Which Requires Drilling And Shooting Shall Be Presplit. Presplitting To Obtain Faces In The Rock And Shale Formations Shall Be Performed By: (1) Drilling Holes At Uniform Intervals Along The Slope Lines, (2) Loading And Stemming The Holes With Appropriate Explosives And Stemming Material, And (3) Detonating The Holes Simultaneously. Prior To Starting Drilling Operations For Presplitting, The Contractor Shall Furnish The Engineer A Plan Outlining The Position Of All Drill Holes Depth Of Drilling, Type Of Explosives To Be Used, Loading Pattern And Sequence Of Firing. The Drilling And Blasting Plan Is For Record Purposes Only And. Will Not Absolve The Contractor Of His Responsibility For Using Proper Drilling And Blasting Procedures. Controlled Blasting Shall Begin With A Short Test Section Of A Length Approved By The Engineer. The Test Section Shall Be Presplit, Production Drilled And Blasted And Sufficient Material Excavated Whereby The Engineer Can Determine If The Contractor’s Methods Are Satisfactory. The Engineer May Order Discontinuance Of The Presplitting When He Determines That The Materials Encountered Have Become Unsuitable For Being Presplit. The Holes Shall Be Charged With Explosives Of The Size, Kind, Strength, And At The Spacing Suitable For The Formations Being Presplit, And With Stemming Material Which Passes A 9.5 Mm Standard Sieve And Which Has The Qualities For Proper Confinement Of The Explosives. The Finished Presplit Slope Shall Be Reasonably Uniform And Free Of Loose Rock. Variance From The True Plane Of The Excavated Backs Lope Shall Not Exceed 300 Mm; However, Localized Irregularities Or Surface Variations That Do Not Constitute A Safety Hazard Or An Impairment To Drainage Courses Or Facilities Will Be Permitted. A Maximum Offset Of 600 Mm Will Be Permitted For A Construction Working Bench At The Bottom Of Each Lift For Use In Drilling The Next Lower Presplitting Pattern. 102.2.6 Excavation Of Ditches, Gutters, Etc. All Materials Excavated From Side Ditches And Gutters, Channel Changes, Irrigation Ditches, Inlet And Outlet Ditches, Toe Ditches, Furrow Ditches And Such Other Ditches As May Be Designated On The Plans Or Staked' By The Engineer, Shall Be Utilized As Provided In Subsection 102.2.3. Ditches Shall Conform To The Slope, Grade, And Shape Of The Required Cross-section, With No Projections Of Roots, Stumps, Rock, Or Similar Matter. The Contractor Shall Maintain And Keep Open And Free From Leaves, Sticks, And Other Debris All Ditches Dug By Him Until Final Acceptance Of The Work. Furrow Ditches Shall Be Formed By Plowing A Continuous Furrow Along The Line Staked By The Engineer. Methods Other Than Plowing May Be Used If Acceptable To The Engineer. The Ditches Shall Be Cleaned Out By Hand Shovel Work, By Ditcher, Or By Some Other Suitable Method, Throwing All Loose Materials On The Downhill Side So That The Bottom Of The Finished Ditch Shall Be Approximately 450 Mm Below The Crest Of The Loose Material Piled On The Downhill Side. Hand Finish Will Not Be Required, But The Flow Lines Shall Be In Satisfactory Shape To Provide Drainage Without Overflow. 102.2.7 Excavation Of Roadbed Level Rock Shall Be Excavated To A Depth Of 150 Mm Below Subgrade Within The Limits Of The Roadbed, And The Excavation Backfilled With Material Designated On The Plans Or Approved By The Engineer And Compacted To The Required Density. When Excavation Methods Employed By The Contractor Leave Undrained Pockets In The Rock Surface, The Contractor Shall At His Own Expense, Properly Drain Such Depressions Or When Permitted By The Engineer Fill The Depressions With Approved Impermeable Material. Material Below Subgrade, Other Than Solid Rock Shall Be Thoroughly Scarified To A Depth Of 150 Mm And The Moisture Content Increased Or Reduced, As Necessary, To Bring The Material Throughout This 150 Mm Layer To The Moisture Content Suitable For Maximum Compaction. This Layer Shall Then Be Compacted In Accordance With Subsection 104.3.3. 102.2.8 Borrow Areas The Contractor Shall Notify The Engineer Sufficiently In Advance Of Opening Any Borrow Areas So That Cross-section Elevations And Measurements Of The Ground Surface After Stripping May Be Taken, And The Borrow Material Can Be Tested Before Being Used. Sufficient Time For Testing The Borrow Material Shall Be Allowed. All Borrow Areas Shall Be Bladed And Left In Such Shape As To Permit Accurate Measurements After Excavation Has Been Completed. The Contractor Shall Not Excavate Beyond The Dimensions And Elevations Established, And No Material Shall Be Removed Prior To The Staking Out And Cross-sectioning Of The Site. The Finished Borrow Areas Shall Be Approximately True To Line And Grade Established And Specified And Shall Be Finished, As Prescribed In Clause 61, Standard Specifications For Public Works And Highways, Volume 1. When Necessary To Remove Fencing, The Fencing Shall Be Replaced In At Least As Good Condition As It Was Originally. The Contractor Shall Be Responsible For The Confinement Of Livestock When A Portion Of The Fence Is Removed. 102.2.9 Removal Of Unsuitable Material Where The Plans Show The Top Portion Of The Roadbed To Be Selected Topping, All Unsuitable Materials Shall Be Excavated To The Depth Necessary For Replacement Of The Selected Topping To The Required Compacted Thickness. Where Excavation To The Finished Graded Section Results In A Subgrade Or Slopes Of Unsuitable Soil, The Engineer May Require The Contractor To Remove The Unsuitable Material And Backfill To The Finished Graded Section With Approved Material. The Contractor Shall Conduct His Operations In Such A Way That The Engineer Can Take The Necessary Cross-sectional Measurements Before The Backfill Is Placed. The Excavation Of Muck Shall Be Handled In A Manner That Will Not Permit The Entrapment Of Muck Within The Backfill. The Material Used For Backfilling Up To The Ground Line Or Water Level, Whichever Is Higher, Shall Be Rock Or Other Suitable Granular Material Selected From The Roadway Excavation, If Available. If Not Available, Suitable Material Shall Be Obtained From Other Approved Sources. Unsuitable Material Removed Shall Be Disposed Of In Designated Areas Shown On The Plans Or Approved By The Engineer. 102.3 Method Of Measurement The Cost Of Excavation Of Material Which Is Incorporated In The Works Or In Other Areas Of Fill Shall Be Deemed To Be Included In The Items Of Work Where The Material Is Used. Measurement Of Unsuitable Or Surplus Material Shall Be The Net Volume In Its Original Position. For Measurement Purposes, Surplus Suitable Material Shall Be Calculated As The Difference Between The Net Volumes Of Suitable Material Required To Be Used In Embankment Corrected By Applying Shrinkage Factor Or A Swell Factor In Case Of Rock Excavation, Determined By Laboratory Tests To Get Its Original Volume Measurement, And The Net Volume Of Suitable Material From Excavation In The Original Position. Separate Pay Items Shall Be Provided For Surplus Common, Unclassified And Rock Material. The Contractor Shall Be Deemed To Have Included In The Contract Unit Prices All Costs Of Obtaining Land For The Disposal Of Unsuitable Or Surplus Material. Item 103 - Structure Excavation 103.1 Description This Item Shall Consist Of The Necessary Excavation For Foundation Of Bridges, Culverts, Underdrains, And Other Structures Not Otherwise Provided For In The Specifications. Except As Otherwise Provided For Pipe Culverts, The Backfilling Of Completed Structures And The Disposal Of All Excavated Surplus Materials, Shall Be In Accordance With These Specifications And In Reasonably Close Conformity With The Plans Or As Established By The Engineer. This Item Shall Include Necessary Diverting Of Live Streams, Bailing, Pumping, Draining, Sheeting, Bracing, And The Necessary Construction Of Cribs And Cofferdams, And Furnishing The Materials Therefore, And The Subsequent Removal Of Cribs And Cofferdams And The Placing Of All Necessary Backfill. It Shall Also Include The Furnishing And Placing Of Approved Foundation Fill Material To Replace Unsuitable Material Encountered Below The Foundation Elevation Of Structures. No Allowance Will Be Made For Classification Of Different Types Of Material Encountered. 103.2 Construction Requirements 103.2.1 Clearing And Grubbing Prior To Starting Excavation Operations In Any Area, All Necessary Clearing And Grubbing In That Area Shall Have Been Performed In Accordance With Item 100, Clearing And Grubbing. 103.2.2 Excavation (1) General, All Structures. The Contractor Shall Notify The Engineer Sufficiently In Advance Of The Beginning Of Any Excavation So That Cross-sectional Elevations And Measurements May Be Taken On The Undisturbed Ground. The Natural Ground Adjacent To The Structure Shall Not Be Disturbed Without Permission Of The Engineer. Trenches Or Foundation Pits For Structures Or Structure Footings Shall Be Excavated To The Lines And Grades Or Elevations Shown On The Plans Or As Staked By The Engineer. They Shall Be Of Sufficient Size To Permit The Placing Of Structures Or Structure Footings Of The Full Width And Length Shown. The Elevations Of The Bottoms Of Footings, As Shown On The Plans, Shall Be Considered As Approximate Only And The Engineer May Order, In Writing, Such Changes In Dimensions Or Elevations Of Footings As May Be Deemed Necessary, To Secure A Satisfactory Foundation. Boulders, Logs, And Other Objectionable Materials Encountered In Excavation Shall Be Removed. After Each Excavation Is Completed, The Contractor Shall Notify The Engineer To That Effect And No Footing, Bedding Material Or Pipe Culvert Shall Be Placed Until The Engineer Has Approved The Depth Of Excavation And The Character Of The Foundation Material. (2) Structures Other Than Pipe Culverts. All Rock Or Other Hard Foundation Materials Shall Be Cleaned Of All Loose Materials, And Cut To A Firm Surface, Either Level, Stepped, Or Serrated As Directed By The Engineer. All Seams Or Crevices Shall Be Cleaned And Grouted. All Loose And Disintegrated Rocks And Thin Strata Shall Be Removed. When The Footing Is To Rest On Material Other Than Rock, Excavation To Final Grade Shall Not Be Made Until Just Before The Footing Is To Be Placed. When The Foundation Material Is Soft Or Mucky Or Otherwise Unsuitable, As Determined By The Engineer, The Contractor Shall Remove The Unsuitable Material And Backfill With Approved Granular Material. This Foundation Fill Shall Be Placed And Compacted In 150 Mm Layers Up To The Foundation Elevation. When Foundation Piles Are Used, The Excavation Of Each Pit Shall Be Completed Before The Piles Are Driven And Any Placing Of Foundation Fill Shall Be Done After The Piles Are Driven. After The Driving Is Completed, All Loose And Displaced Materials Shall Be Removed, Leaving A Smooth, Solid Bed To Receive The Footing. (3) Pipe Culverts. The Width Of The Pipe Trench Shall Be Sufficient To Permit Satisfactory Jointing Of The Pipe And Thorough Tamping Of The Bedding Material Under And Around The Pipe. Where Rock, Hardpan, Or Other Unyielding Material Is Encountered, It Shall Be Removed Below The Foundation Grade For A Depth Of At Least 300 Mm Or 4 Mm For Each 100 Mm Of Fill Over The Top Of Pipe, Whichever Is Greater, But Not To Exceed Three-quarters Of The Vertical Inside Diameter Of The Pipe. The Width Of The Excavation Shall Be At Least 300 Mm Greater Than The Horizontal Outside Diameter Of The Pipe. The Excavation Below Grade Shall Be Backfilled With Selected Fine Compressible Material, Such As Silty Clay Or Loam, And Lightly Compacted In Layers Not Over 150 Mm In Uncompacted Depth To Form A Uniform But Yielding Foundation. Where A Firm Foundation Is Not Encountered At The Grade Established, Due To Soft, Spongy, Or Other Unstable Soil, Such Unstable Soil Under The Pipe And For A Width Of At Least One Diameter On Each Side Of The Pipe Shall Be Removed To The Depth Directed By The Engineer And Replaced With Approved Granular Foundation Fill Material Properly Compacted To Provide Adequate Support For The Pipe, Unless Other Special Construction Methods Are Called For On The Plans. The Foundation Surface Shall Provide A Firm Foundation Of Uniform Density Throughout The Length Of The Culvert And If Directed By The Engineer, Shall Be Cambered In The Direction Parallel To The Pipe Centerline. Where Pipe Culverts Are To Be Placed In Trenches Excavated In Embankments, The Excavation Of Each Trench Shall Be Performed After The Embankment Has Been Constructed To A Plane Parallel To The Proposed Profile Grade And To Such Height Above The Bottom Of The Pipe As Shown On The Plans Or Directed By The Engineer. 103.2.3 Utilization Of Excavated Materials All Excavated Materials, So Far As Suitable, Shall Be Utilized As Backfill Or Embankment. The Surplus Materials Shall Be Disposed Of In Such Manner As Not To Obstruct The Stream Or Otherwise Impair The Efficiency Or Appearance Of The Structure. No Excavated Materials Shall Be Deposited At Any Time So As To Endanger The Partly Finished Structure. 103.2.4 Cofferdams Suitable And Practically Watertight Cofferdams Shall Be Used Wherever Water-bearing Strata Are Encountered Above The Elevation Of The Bottom Of The Excavation. If Requested, The Contractor Shall Submit Drawings Showing His Proposed Method Of Cofferdam Construction, As Directed By The Engineer. Cofferdams Or Cribs For Foundation Construction Shall In General, Be Carried Well Below The Bottoms Of The Footings And Shall Be Well Braced And As Nearly Watertight As Practicable. In General, The Interior Dimensions Of Cofferdams Shall Be Such As To Give Sufficient Clearance For The Construction Of Forms And The Inspection Of Their Exteriors, And To Permit Pumping Outside Of The Forms. Cofferdams Or Cribs Which Are Tilted Or Moved Laterally During The Process Of Sinking Shall Be Righted Or Enlarged So As To Provide The Necessary Clearance. When Conditions Are Encountered Which, As Determined By The Engineer, Render It Impracticable To Dewater The Foundation Before Placing The Footing, The Engineer May Require The Construction Of A Concrete Foundation Seal Of Such Dimensions As He May Consider Necessary, And Of Such Thickness As To Resist Any Possible Uplift. The Concrete For Such Seal Shall Be Placed As Shown On The Plans Or Directed By The Engineer. The Foundation Shall Then Be Dewatered And The Footing Placed. When Weighted Cribs Are Employed And The Mass Is Utilized To Overcome Partially The Hydrostatic Pressure Acting Against The Bottom Of The Foundation Seal, Special Anchorage Such As Dowels Or Keys Shall Be Provided To Transfer The Entire Mass Of The Crib To The Foundation Seal. When A Foundation Seal Is Placed Under Water, The Cofferdams Shall Be Vented Or Ported At Low Water Level As Directed. Cofferdams Shall Be Constructed So As To Protect Green Concrete Against Damage From Sudden Rising Of The Stream And To Prevent Damage To The Foundation By Erosion. No Timber Or Bracing Shall Be Left 30 In Cofferdams Or Cribs In Such A Way As To Extend Into Substructure Masonry, Without Written Permission From The Engineer. Any Pumping That May Be Permitted From The Interior Of Any Foundation Enclosure Shall Be Done In Such A Manner As To Preclude The Possibility Of Any Portion Of The Concrete Material Being Carried Away. Any Pumping Required During The Placing Of Concrete, Or For A Period Of At Least 24 Hours Thereafter, Shall Be Done From A Suitable Sump Located Outside The Concrete Forms. Pumping To Dewater A Sealed Cofferdam Shall Not Commence Until The Seal Has Set Sufficiently To Withstand The Hydrostatic Pressure. Unless Otherwise Provided, Cofferdams Or Cribs, With All Sheeting And Bracing Involved Therewith, Shall Be Removed By The Contractor After The Completion Of The Substructure. Removal Shall Be Effected In Such Manner As Not To Disturb Or Mar Finished Masonry. 103.2.5 Preservation Of Channel Unless Otherwise Permitted, No Excavation Shall Be Made Outside Of Caissons, Cribs, Cofferdams, Or Sheet Piling, And The Natural Stream Bed Adjacent To Structure Shall Not Be Disturbed Without Permission From The Engineer. If Any Excavation Or Dredging Is Made At The Side Of The Structure Before Caissons, Cribs, Or Cofferdams Are Sunk In Place, The Contractor Shall, After The Foundation Base Is In Place, Backfill All Such Excavations To The Original Ground Surface Or Stream Bed With Material Satisfactory To The Engineer. 103.2.6 Backfill And Embankment For Structures Other Than Pipe Culverts Excavated Areas Around Structures Shall Be Backfilled With Free Draining Granular Material Approved By The Engineer And Placed In Horizontal Layers Not Over 150 Mm In Thickness, To The Level Of The Original Ground Surface. Each Layer Shall Be Moistened Or Dried As Required And Thoroughly Compacted With Mechanical Tampers. In Placing Backfills Or Embankment, The Material Shall Be Placed Simultaneously In So Far As Possible To Approximately The Same Elevation On Both Sides Of An Abutment, Pier, Or Wall. If Conditions Require Placing Backfill Or Embankment Appreciably Higher On One Side Than On The Opposite Side, The Additional Material On The Higher Side Shall Not Be Placed Until The Masonry Has Been In Place For 14 Days, Or Until Tests Made By The Laboratory Under The Supervision Of The Engineer Establishes That The Masonry Has Attained Sufficient Strength To Withstand Any Pressure Created By The Methods Used And Materials Placed Without Damage Or Strain Beyond A Safe Factor. Backfill Or Embankment Shall Not Be Placed Behind The Walls Of Concrete Culverts Or Abutments Or Rigid Frame Structures Until The Top Slab Is Placed And Cured. Backfill And Embankment Behind Abutments Held At The Top By The Superstructure, And Behind The Sidewalls Of Culverts, Shall Be Carried Up Simultaneously Behind Opposite Abutments Or Sidewalls. All Embankments Adjacent To Structures Shall Be Constructed In Horizontal Layers And Compacted As Prescribed In Subsection 104.3.3 Except That Mechanical Tampers May Be Used For The Required Compaction. Special Care Shall Be Taken To Prevent Any Wedging Action Against The Structure, And Slopes Bounding Or Within The Areas To Be Filled Shall Be Benched Or Serrated To Prevent Wedge Action. The Placing Of Embankment And The Benching Of Slopes Shall Continue In Such A Manner That At All Times There Will Be Horizontal Berm Of Thoroughly Compacted Material For A Distance At Least Equal To The Height Of The Abutment Or Wall To Be Backfilled Against Except Insofar As Undisturbed Material Obtrudes Upon The Area. Broken Rock Or Coarse Sand And Gravel Shall Be Provided For A Drainage Filter At Weepholes As Shown On The Plans. 103.2.7 Bedding, Backfill, And Embankment For Pipe Culverts Bedding, Backfill And Embankment For Pipe Culverts Shall Be Done In Accordance With Item 500, Pipe Culverts And Storm Drains. 103.3 Method Of Measurement 103.3.1 Structure Excavation The Volume Of Excavation To Be Paid For Will Be The Number Of Cubic Meters Measured In Original Position Of Material Acceptably Excavated In Conformity With The Plans Or As Directed By The Engineer, But In No Case, Except As Noted, Will Any Of The Following Volumes Be Included In The Measurement For Payment: (1) The Volume Outside Of Vertical Planes 450 Mm Outside Of And Parallel To The Neat Lines Of Footings And The Inside Walls Of Pipe And Pipe-arch Culverts At Their Widest Horizontal Dimensions. (2) The Volume Of Excavation For Culvert And Sections Outside The Vertical Plane For Culverts Stipulated In (1) Above. (3) The Volume Outside Of Neat Lines Of Underdrains As Shown On The Plans, And Outside The Limits Of Foundation Fill As Ordered By The Engineer. (4) The Volume Included Within The Staked Limits Of The Roadway Excavation, Contiguous Channel Changes, Ditches, Etc., For Which Payment Is Otherwise Provided In The Specification. (5) Volume Of Water Or Other Liquid Resulting From Construction Operations And Which Can Be Pumped Or Drained Away. (6) The Volume Of Any Excavation Performed Prior To The Taking Of Elevations And Measurements Of The Undisturbed Ground. (7) The Volume Of Any Material Rehandled, Except That Where The Plans Indicate Or The Engineer Directs The Excavation After Embankment Has Been Placed And Except That When Installation Of Pipe Culverts By The Imperfect Trench Method Specified In Item 500 Is Required, The Volume Of Material Reexcavated As Directed Will Be Included. (8) The Volume Of Excavation For Footings Ordered At A Depth More Than 1.5 M Below The Lowest Elevation For Such Footings Shown On The Original Contract Plans, Unless The Bill Of Quantities Contains A Pay Item For Excavation Ordered Below The Elevations Shown On The Plans For Individual Footings. Item 104 - Embankment 104.1 Description This Item Shall Consist Of The Construction Of Embankment In Accordance With This Specification And In Conformity With The Lines, Grades And Dimensions Shown On The Plans Or Established By The Engineer. 104.2 Material Requirements Embankments Shall Be Constructed Of Suitable Materials, In Consonance With The Following Definitions: Suitable Material - Material Which Is Acceptable In Accordance With The Contract And Which Can Be Compacted In The Manner Specified In This Item. It Can Be Common Material Or Rock. Selected Borrow, For Topping - Soil Of Such Gradation That All Particles Will Pass A Sieve With 75 Mm Square Openings And Not More Than 15 Mass Percent Will Pass The 0.075 Mm (no. 200) Sieve, As Determined By Aashto T 11. The Material Shall Have A Plasticity Index Of Not More Than 6 As Determined By Aashto T 90 And A Liquid Limit Of Not More Than 30 As Determined By Aashto T 89. Unsuitable Material - Material Other Than Suitable Materials Such As: (a) Materials Containing Detrimental Quantities Of Organic Materials, Such As Grass, Roots And Sewerage. (b) Organic Soils Such As Peat And Mucks. (c) Soils With Liquid Limit Exceeding 80 And/or Plasticity Index Exceeding 55. (d) Soils With A Natural Water Content Exceeding 100% (e) Soils With Very Low Natural Density, 800 Kg/m3 Or Lower. (f) Soils That Cannot Be Properly Compacted As Determined By The Engineer. 104.3 Construction Requirements 104.3.1 General Prior To Construction Of Embankment, All Necessary Clearing And Grubbing In That Area Shall Have Been Performed In Conformity With Item 100, Clearing And Grubbing. Embankment Construction Shall Consist Of Constructing Roadway Embankments, Including Preparation Of The Areas Upon Which They Are To Be Placed; The Construction Of Dikes Within Or Adjacent To The Roadway; The Placing And Compacting Of Approved Material Within Roadway Areas Where Unsuitable Material Has Been Removed; And The Placing And Compacting Of Embankment Material In Holes, Pits, And Other Depressions Within The Roadway Area. Embankments And Backfills Shall Contain No Muck, Peat, Sod, Roots Or Other Deleterious Matter. Rocks, Broken Concrete Or Other Solid, Bulky Materials Shall Not Be Placed In Embankment Areas Where Piling Is To Be Placed Or Driven. Where Shown On The Plans Or Directed By The Engineer, The Surface Of The Existing Ground Shall Be Compacted To A Depth Of 150 Mm And To The Specified Requirements Of This Item. Where Provided On The Plans And Bill Of Quantities The Top Portions Of The Roadbed In Both Cuts And Embankments, As Indicated, Shall Consist Of Selected Borrow For Topping From Excavations. 104.3.2 Methods Of Construction Where There Is Evidence Of Discrepancies On The Actual Elevations And That Shown On The Plans, A Preconstruction Survey Referred To The Datum Plane Used In The Approved Plan Shall Be Undertaken By The Contractor Under The Control Of The Engineer To Serve As Basis For The Computation Of The Actual Volume Of The Embankment Materials. When Embankment Is To Be Placed And Compacted On Hillsides, Or When New Embankment Is To Be Compacted Against Existing Embankments, Or When Embankment Is Built One-half Width At A Time, The Existing Slopes That Are Steeper Than 3: 1 When Measured At Right Angles To The Roadway Shall Be Continuously Benched Over Those Areas As The Work Is Brought Up In Layers. Benching Will Be Subject To The Engineer’s Approval And Shall Be Of Sufficient Width To Permit Operation Of Placement And Compaction Equipment. Each Horizontal Cut Shall Begin At The Intersection Of The Original Ground And The Vertical Sides Of The Previous Cuts. Material Thus Excavated Shall Be Placed And Compacted Along With The Embankment Material In Accordance With The Procedure Described In This Section. Unless Shown Otherwise On The Plans Or Special Provisions, Wherein Embankment Of Less Than 1.2 M Below Subgrade Is To Be Made, Also And Vegetable Matter Shall Be Removed From The Surface Upon Which The Embankment Is To Be Placed, And The Cleared Surfaced Shall Be Completely Broken Up By Plowing, Scarifying, Or Steeping To A Minimum Depth Of 150 Mm Except As Provided In Subsection 102.2.2.this Area Shall Then Be Compacted As Provided In Subsection 104.3.3.sod Not Required To Be Removed Shall Be Thoroughly Disc Harrowed Or Scarified Before Construction Of Embankment. Wherever A Compacted Road Surface Containing Granular Materials Lies Within 900 Mm Of The Subgrade, Such Old Road Surface Shall Be Scarified To A Depth Of At Least150 Mm Whenever Directed By The Engineer. These Scarified Materials Shall Then Be Compacted As Provided In Subsection 104.3.3. When Shoulder Excavation Is Specified, The Roadway Shoulders Shall Be Excavated To The Depth And Width Shown On The Plans. The Shoulder Material Shall Be Removed Without Disturbing The Adjacent Existing Base Course Material, And All Excess Excavated Materials Shall Be Disposed Of As Provided In Subsection 102.2.3. If Necessary, The Areas Shall Be Compacted Before Being Backfilled. Roadway Embankment Of Earth Material Shall Be Placed In Horizontal Layers Not Exceeding 200 Mm, Loose Measurement, And Shall Be Compacted As Specified Before The Next Layer Is Placed. However, Thicker Layer Maybe Placed If Vibratory Roller With High Compactive Effort Is Used Provided That Density Requirement Is Attained And As Approved By The Engineer. Trial Section To This Effect Must Be Conducted And Approved By The Engineer. Effective Spreading Equipment Shall Be Used On Each Lift To Obtain Uniform Thickness As Determined In The Trial Section Prior To Compaction. As The Compaction Of Each Layer Progresses, Continuous Leveling And Manipulating Will Be Required To Assure Uniform Density. Water Shall Be Added Or Removed, If Necessary, In Order To Obtain The Required Density. Removal Of Water Shall Be Accomplished Through Aeration By Plowing, Blading, Discing, Or Other Methods Satisfactory To The Engineer. Where Embankment Is To Be Constructed Across Low Swampy Ground That Will Not Support The Mass Of Trucks Or Other Hauling Equipment, The Lower Part Of The Fill May Be Constructed By Dumping Successive Loads In A Uniformly Distributed Layer Of A Thickness Not Greater Than Necessary To Support The Hauling Equipment While Placing Subsequent Layers. When Excavated Material Contains More Than 25 Mass Percent Of Rock Larger Than 150 Mm In Greatest Diameter And Cannot Be Placed In Layers Of The Thickness Prescribed Without Crushing, Pulverizing Or Further Breaking Down The Pieces Resulting From Excavation Methods, Such Materials May Be Placed On The Embankment In Layers Not Exceeding In Thickness The Approximate Average Size Of The Larger Rocks, But Not Greater Than 600 Mm. Even Though The Thickness Of Layers Is Limited As Provided Above, The Placing Of Individual Rocks And Boulders Greater Than 600 Mm In Diameter Will Be Permitted Provided That When Placed, They Do Not Exceed 1200 Mm In Height And Provided They Are Carefully Distributed, With The Interstices Filled With Finer Material To Form A Dense And Compact Mass. Each Layer Shall Be Leveled And Smoothed With Suitable Leveling Equipment And By Distribution Of Spalls And Finer Fragments Of Earth. Lifts Of Material Containing More Than 25 Mass Percent Of Rock Larger Than 150 Mm In Greatest Dimensions Shall Not Be Constructed Above An Elevation 300 Mm Below The Finished Subgrade. The Balance Of The Embankment Shall Be Composed Of Suitable Material Smoothed And Placed In Layers Not Exceeding 200 Mm In Loose Thickness And Compacted As Specified For Embankments. Dumping And Rolling Areas Shall Be Kept Separate, And No Lift Shall Be Covered By Another Until Compaction Complies With The Requirements Of Subsection 104.3.3. Hauling And Leveling Equipment Shall Be So Routed And Distributed Over Each Layer Of The Fill In Such A Manner As To Make Use Of Compaction Effort Afforded Thereby And To Minimize Rutting And Uneven Compaction. 104.3.3 Compaction Compaction Trials Before Commencing The Formation Of Embankments, The Contractor Shall Submit In Writing To The Engineer For Approval His Proposals For The Compaction Of Each Type Of Fill Material To Be Used In The Works. The Proposals Shall Include The Relationship Between The Types Of Compaction Equipment, The Number Of Passes Required And The Method Of Adjusting Moisture Content. The Contractor Shall Carry Out Full Scale Compaction Trials On Areas Not Less Than 10m Wide And 50 M Long As Required By The Engineer And Using His Proposed Procedures Or Such Amendments Thereto As May Be Found Necessary To Satisfy The Engineer That All The Specified Requirements Regarding Compaction Can Be Consistently Achieved. Compaction Trials With The Main Types Of Fill Material To Be Used In The Works Shall Be Completed Before Work With The Corresponding Materials Will Be Allowed To Commence. Throughout The Periods When Compaction Of Earthwork Is In Progress, The Contractor Shall Adhere To The Compaction Procedures Found From Compaction Trials For Each Type Of Material Being Compacted, Each Type Of Compaction Equipment Employed And Each Degree Of Compaction Specified. Earth The Contractor Shall Compact The Material Placed In All Embankment Layers And The Material Scarified To The Designated Depth Below Subgrade In Cut Sections, Until A Uniform Density Of Not Less Than 95 Mass Percent Of The Maximum Dry Density Determined By Aashto T99 Method C, Is Attained, At A Moisture Content Determined By Engineer To Be Suitable For Such Density. Acceptance Of Compaction May Be Based On Adherence To An Approved Roller Pattern Developed As Set Forth In Item 106, Compaction Equipment And Density Control Strips. The Engineer Shall During Progress Of The Work, Make Density Tests Of Compacted Material In Accordance With Aashto T 191, T 205, Or Other Approved Field Density Tests, Including The Use Of Properly Calibrated Nuclear Testing Devices. A Correction For Coarse Particles May Be Made In Accordance With Aashto T 224. If, By Such Tests, The Engineer Determines That The Specified Density And Moisture Conditions Have Not Been Attained, The Contractor Shall Perform Additional Work As May Be Necessary To Attain The Specified Conditions. At Least One Group Of Three In-situ Density Tests Shall Be Carried Out For Each 500 M2 Of Each Layer Of Compacted Fill. Rock Density Requirements Will Not Apply To Portions Of Embankments Constructed Of Materials Which Cannot Be Tested In Accordance With Approved Methods. Embankment Materials Classified As Rock Shall Be Deposited, Spread And Leveled The Full Width Of The Fill With Sufficient Earth Or Other Fine Material So Deposited To Fill The Interstices To Produce A Dense Compact Embankment. In Addition, One Of The Rollers, Vibrators, Or Compactors Meeting The Requirements Set Forth In Subsection 106.2.1, Compaction Equipment, Shall Compact The Embankment Full Width With A Minimum Of Three-complete Passes For Each Layer Of Embankment. 104.3.4 Protection Of Roadbed During Construction During The Construction Of The Roadway, The Roadbed Shall Be Maintained In Such Condition That It Will Be Well Drained At All Times. Side Ditches Or Gutters Emptying From Cuts To Embankments Or Otherwise Shall Be So Constructed As To Avoid Damage To Embankments By Erosion. 104.3.5 Protection Of Structure If Embankment Can Be Deposited On One-side Only Of Abutments, Wing Walls, Piers Or Culvert Headwalls, Care Shall Be Taken That The Area Immediately Adjacent To The Structure Is Not Compacted To The Extent That It Will Cause Overturning Of, Or Excessive Pressure Against The Structure. When Noted On The Plans, The Fill Adjacent To The End Bent Of A Bridge Shall Not Be Placed Higher Than The Bottom Of The Backfill Of The Bent Until The Superstructure Is In Place. When Embankment Is To Be Placed On Both Sides Of A Concrete Wall Or Box Type Structure: Operations Shall Be So Conducted That The Embankment Is Always At Approximately The Same Elevation On Both Sides Of The Structure. 104.3.6 Rounding And Warping Slopes Rounding-except In Solid Rock, The Tops And Bottoms Of All Slopes, Including The Slopes Of Drainage Ditches, Shall Be Rounded As Indicated On The Plans. A Layer Of Earth Overlaying Rock Shall Be Rounded Above The Rock As Done In Earth Slopes. Warping-adjustments In Slopes Shall Be Made To Avoid Injury In Standing Trees Or Marring Of Weathered Rock, Or To Harmonize With Existing Landscape Features, And The Transition To Such Adjusted Slopes Shall Be Gradual. At Intersections Of Cuts And Fills, Slopes Shall Be Adjusted And Warped To Flow Into Each Other Or Into The Natural Ground Surfaces Without Noticeable Break. 104.3.7 Finishing Roadbed And Slopes After The Roadbed Has Been Substantially Completed, The Full Width Shall Be Conditioned By Removing Any Soft Or Other Unstable Material That Will Not Compact Properly Or Serve The Intended Purpose. The Resulting Areas And All Other Low Sections, Holes Or Depressions Shall Be Brought To Grade With Suitable Selected Material. Scarifying, Blading, Dragging, Rolling, Or Other Methods Of Work Shall Be Performed Or Used As Necessary To Provide A Thoroughly Compacted Roadbed Shaped To The Grades And Cross-sections Shown On The Plans Or As Staked By The Engineer. All Earth Slopes Shall Be Left With Roughened Surfaces But Shall Be Reasonably Uniform, Without Any Noticeable Break, And In Reasonably Close Conformity With The Plans Or Other Surfaces Indicated On The Plans Or As Staked By The Engineer, With No Variations Therefrom Readily Discernible As Viewed From The Road. 104.3.8 Serrated Slopes Cut Slopes In Rippable Material (soft Rock) Having Slope Ratios Between 0.75:1 And 2:1 Shall Be Constructed So That The Final Slope Line Shall Consist Of A Series Of Small Horizontal Steps. The Step Rises And Tread Dimensions Shall Be Shown On The Plans. No Scaling Shall Be Performed On The Stepped Slopes Except For Removal Of Large Rocks Which Will Obviously Be A Safety Hazard If They Fall Into The Ditch Line Or Roadway. 104.3.9 Earth Berms When Called For In The Contract, Permanent Earth Berms Shall Be Constructed Of Well Graded Materials With No Rocks Having A Diameter Greater Than 0.25 The Height Of The Berm. When Local Material Is Not Acceptable, Acceptable Material Shall Be Imported, As Directed By The Engineer. Compacted Berm Compacted Berm Construction Shall Consist Of Moistening Or Drying And Placing Material As Necessary In Locations Shown On The Drawings Or As Established By The Engineer. Material Shall Contain No Frozen Material, Roots, Sod, Or Other Deleterious Materials. Contractor Shall Take Precaution To Prevent Material From Escaping Over The Embankment Slope. Shoulder Surface Beneath Berm Will Be Roughened To Provide A Bond Between The Berm And Shoulder When Completed. The Contractor Shall Compact The Material Placed Until At Least 90 Mass Percent Of The Maximum Density Is Obtained As Determined By Aashto T 99, Method C. The Cross-section Of The Finished Compacted Berm Shall Reasonably Conform To The Typical Cross-section As Shown On The Plans. Uncompacted Berm Uncompacted Berm Construction Shall Consist Of Drying, If Necessary And Placing Material In Locations Shown On The Plans Or As Established By The Engineer. Material Shall Contain No Frozen Material, Roots, Sod Or Other Deleterious Materials. Contractor Shall Take Precautions To Prevent Material From Escaping Over The Embankment Slope. 104.4 Method Of Measurement The Quantity Of Embankment To Be Paid For Shall Be The Volume Of Material Compacted In Place, Accepted By The Engineer And Formed With Material Obtained From Any Source. Material From Excavation Per Item 102 Which Is Used In Embankment And Accepted By The Engineer Will Be Paid Under Embankment And Such Payment Will Be Deemed To Include The Cost Of Excavating, Hauling, Stockpiling And All Other Costs Incidental To The Work. Material For Selected Borrow Topping Will Be Measured And Paid For Under The Same Conditions Specified In The Preceding Paragraph. Item 105 - Subgrade Preparation 105.1 Description This Item Shall Consist Of The Preparation Of The Subgrade For The Support Of Overlying Structural Layers. It Shall Extend To Full Width Of The Roadway. Unless Authorized By The Engineer, Subgrade Preparation Shall Not Be Done Unless The Contractor Is Able To Start Immediately The Construction Of The Pavement Structure. 105.2 Material Requirements Unless Otherwise Stated In The Contract And Except When The Subgrade Is In Rock Cut, All Materials Below Subgrade Level To A Depth 150 Mm Or To Such Greater Depth As May Be Specified Shall Meet The Requirements Of Section 104.2, Material Requirements. 105.3 Construction Requirements 105.3.1 Prior Works Prior To Commencing Preparation Of The Subgrade, All Culverts, Cross Drains, Ducts And The Like (including Their Fully Compacted Backfill) Ditches, Drains And Drainage Outlets Shall Be Completed. Any Work On The Preparation Of The Subgrade Shall Not Be Started Unless Prior Work Herein Described Shall Have Been Approved By The Engineer. 105.3.2 Subgrade Level Tolerances The Finished Compacted Surface Of The Subgrade Shall Conform To The Allowable Tolerances As Specified Hereunder: Permitted Variation From +20 Mm Design Level Of Surface -30 Mm Permitted Surface Irregularity Measured By 3-m Straight Edge 30 Mm Permitted Variation From Design Crossfall Or Camber ± 0.50% Permitted Variation From ± 0.10% Design Longitudinal Grade Over 25 M Length 105.3.3 Subgrade In Common Excavation Unless Otherwise Specified, All Materials Below Subgrade Level In Earth Cuts To A Depth 150 Mm Or Other Depth Shown On The Plans Or As Directed By The Engineer Shall Be Excavated. The Material, If Suitable, Shall Be Set Aside For Future Use Or, If Unsuitable, Shall Be Disposed Of In Accordance With The Requirements Of Subsection 102.2.9. Where Material Has Been Removed From Below Subgrade Level, The Resulting Surface Shall Be Compacted To A Depth Of 150 Mm And In Accordance With Other Requirements Of Subsection 104.3.3. All Materials Immediately Below Subgrade Level In Earth Cuts To A Depth Of 150 Mm, Or To Such Greater Depth As May Be Specified, Shall Be Compacted In Accordance With The Requirements Of Subsection 104.3.3. 105.3.4 Subgrade In Rock Excavation Surface Irregularities Under The Subgrade Level Remaining After Trimming Of The Rock Excavation Shall Be Leveled By Placing Specified Material And Compacted To The Requirements Of Subsection 104.3.3. 105.3.5 Subgrade On Embankment After The Embankment Has Been Completed, The Full Width Shall Be Conditioned By Removing Any Soft Or Other Unstable Material That Will Not Compacted Properly. The Resulting Areas And All Other Low Sections, Holes Be Or Depressions Shall Be Brought To Grade With Suitable Material. The Entire Roadbed Shall Be Shaped And Compacted To The Requirements Of Subsections 104.3.3. Scarifying, Blading, Dragging, Rolling Or Other Methods Of Work Shall Be Performed Or Used As Necessary To Provide A Thoroughly Compacted Roadbed Shaped To The Cross-sections Shown On The Plans. 105.3.6 Subgrade On Existing Pavement Where The New Pavement Is To Be Constructed Immediately Over An Existing Portland Cement Concrete Pavement And If So Specified In The Contract, The Slab Shall Be Broken Into Pieces With Greatest Dimension Of Not More Than 500 Mm And The Existing Pavement Material Compacted As Specified In Subsection 104.3.3, As Directed By The Engineer. The Resulting Subgrade Level Shall, As Part Of Pavement Construction Be Shaped To Conform To The Allowable Tolerances Of Subsection 105.3.2 By Placing And Compacting Where Necessary A Leveling Course Comprising The Material Of The Pavement Course To Be Placed Immediately Above. Where The New Pavement Is To Be Constructed Immediately Over An Existing Asphalt Concrete Pavement Or Gravel Surface Pavement And If So Specified In The Contract, The Pavement Shall Be Scarified, Thoroughly Loosened, Reshaped And Recompacted In Accordance With Subsection 104.3.3. The Resulting Subgrade Level Shall Conform To The Allowable Tolerances Of Subsection 105.3.2. 105.3.7 Protection Of Completed Work The Contractor Shall Be Required To Protect And Maintain At His Own Expense The Entire Work Within The Limits Of His Contract In Good Condition Satisfactory To The Engineer From The Time He First Started Work Until All Work Shall Have Been Completed. Maintenance Shall Include Repairing And Recompacting Ruts, Ridges, Soft Spots And Deteriorated Sections Of The Subgrade Caused By The Traffic Of The Contractor's Vehicle/equipment Or That Of The Public. 105.3.8 Templates And Straight-edges The Contractor Shall Provide For Use Of The Engineer, Approved Templates And Straight-edges In Sufficient Number To Check The Accuracy Of The Work, As Provided In This Specification. 105.4 Method Of Measurement 105.4.1 Measurement Of Items For Payment Shall Be Provided Only For: 1. The Compaction Of Existing Ground Below Subgrade Level In Cuts Of Common Material As Specified In Subsection 105.3.3. 2. The Breaking Up Or Scarifying, Loosening, Reshaping And Recompacting Of Existing Pavement As Specified In Subsection 105.3.6. The Quantity To Be Paid For Shall Be The Area Of The Work Specified To Be Carried Out And Accepted By The Engineer. 105.4.2 Payment For All Work For The Preparation Of The Subgrade, Including Shaping To The Required Levels And Tolerances, Other Than As Specified Above Shall Be Deemed To Be Included In The Pay Item For Embankment. Part D – Subbase And Base Course Item 200 - Aggregate Subbase Course 200.1 Description This Item Shall Consist Of Furnishing, Placing And Compacting An Aggregate Subbase Course On A Prepared Subgrade In~ Accordance With This Specification And The Lines, Grades And Cross-sections Shown On The Plans, Or As Directed By The Engineer. 200.2 Material Requirements Aggregate For Subbase Shall Consist Of Hard, Durable Particles Or Fragments Of Crushed Stone, Crushed Slag, Or Crushed Or Natural Gravel And Filler Of Natural Or Crushed Sand Or Other Finely Divided Mineral Matter. The Composite Material Shall Be Free From Vegetable Matter And Lumps Or Balls Of Clay, And Shall Be Of Such Nature That It Can Be Compacted Readily To Form A Firm, Stable Subbase. The Subbase Material Shall Conform To Table 200.1, Grading Requirements. Table 200.1 - Grading Requirements Sieve Designation Mass Percent Passing Standard, Mm Alternate Us Standard 50 25 9.5 0.075 2” 1” 3/8” No. 200 100 55 – 85 40 – 75 0 - 12 The Fraction Passing The 0.075 Mm (no. 200) Sieve Shall Not Be Greater Than 0.66 (two Thirds) Of The Fractions Passing The 0.425 Mm (no. 40) Sieve. The Fraction Passing The 0.425 Mm (no. 40) Sieve Shall Have A Liquid Limit Not Greater Than 35 And Plasticity Index Not Greater Than 12 As Determined By Aashto T 89 And T 90, Respectively. The Coarse Portion, Retained On A 2.00 Mm (no. 10) Sieve, Shall Have A Mass Percent Of Wear Not Exceeding 50 'by The Los Angeles Abrasion Tests As Determined By Aashto T 96. The Material Shall Have A Soaked Cbr Value Of Not Less Than 30% As Determined By Aashto T 193. The Cbr Value Shall Be Obtained At The Maximum Dry Density And Determined By Aashto T 180, Method D. 200.3 Construction Requirements 200.3.1 Preparation Of Existing Surface The Existing Surface Shall Be Graded And Finished As Provided Under Item 105, Subgrade Preparation, Before Placing The Subbase Material. 200.3.2 Placing The Aggregate Subbase Material Shall Be Placed At A Uniform Mixture On A Prepared Subgrade In A Quantity Which Will Provide The Required Compacted Thickness. When More Than One Layer Is Required, Each Layer Shall Be Shaped And Compacted Before The Succeeding Layer Is Placed. The Placing Of Material Shall Begin At The Point Designated By The Engineer. Placing Shall Be From Vehicles Especially Equipped To Distribute The Material In A Continuous Uniform Layer Or Windrow. The Layer Or Windrow Shall Be Of Such Size That When Spread And Compacted, The Finished Layer Shall Be In Reasonably Close Conformity To The Nominal Thickness Shown On The Plans. When Hauling Is Done Over Previously Placed Material, Hauling Equipment Shall Be Dispersed Uniformly Over The Entire Surface Of The Previously Constructed Layer, To Minimize Rutting Or Uneven Compaction. 200.3.3 Spreading And Compacting When Uniformly Mixed, The Mixture Shall Be Spread To The Plan Thickness, For Compaction. Where The Required Thickness Is 150 Mm Or Less, The Material May Be Spread And Compacted In One Layer. Where The Required Thickness Is More Than 150 Mm, The Aggregate Subbase Shall Be Spread And Compacted In Two Or More Layers Of Approximately Equal Thickness, And The Maximum Compacted Thickness Of Any Layer Shall Not Exceed 150 Mm. All Subsequent Layers Shall Be Spread And Compacted In A Similar Manner. The Moisture Content Of Subbase Material Shall, If Necessary, Be Adjusted Prior To Compaction By Watering With Approved Sprinklers Mounted On Trucks Or By Drying Out, As Required In Order To Obtain The Required Compaction. Immediately Following Final Spreading And Smoothening, Each Layer Shall Be Compacted To The Full Width By Means Of Approved Compaction Equipment. Rolling Shall Progress Gradually From The Sides To The Center, Parallel To The Centerline Of The Road And Shall Continue Until The Whole Surface Has Been Rolled. Any Irregularities Or Depressions That Develop Shall Be Corrected By Loosening The Material At These Places And Adding Or Removing Material Until Surface Is Smooth And Uniform. Along Curbs, Headers And Walls, And At All Places Not Accessible To The Roller, The Subbase Material Shall Be Compacted Thoroughly With Approved Tampers Or Compactors. If The Layer Of Subbase Material, Or Part Thereof, Does Not Conform To The Required Finish, The Contractor Shall, At His Own Expense, Make The Necessary Corrections. Compaction Of Each Layer Shall Continue Until A Field Density Of At Least 100 Percent Of The Maximum Dry Density Determined In Accordance With Aashto T 180, Method D Has Been Achieved. In-place Density Determination Shall Be Made In Accordance With Aashto T 191. 200.3.4 Trial Sections Before Subbase Construction Is Started, The Contractor Shall Spread And Compact Trial Sections As Directed By The Engineer. The Purpose Of The Trial Sections Is To Check The Suitability Of The Materials, The Efficiency Of The Equipment And The Construction Method Which Is Proposed To Be Used By The Contractor. Therefore, The Contractor Must Use The Same Material, Equipment And Procedures That He Proposes To Use For The Main Work. One Trial Section Of About 500 M2 Shall Be Made For Every Type Of Material And/or Construction Equipment Procedure Proposed For Use. After Final Compaction Of Each Trial Section, The Contractor Shall Carry Out Such Field Density Tests And Other Tests Required As Directed By The Engineer. If A Trial Section Shows That The Proposed Materials, Equipment Or Procedures In The Engineer's Opinion Are Not Suitable For Subbase, The Material Shall Be Removed At The Contractor's Expense, And A New Trial Section Shall Be Constructed. If The Basic Conditions Regarding The Type Of Material Or Procedure Change During The Execution Of The Work, New Trial Sections Shall Be Constructed. 200.3.5 Tolerances Aggregate Subbase Shall Be Spread With Equipment That Will Provide A Uniform Layer Which When Compacted Will Conform To The Designed Level And Transverse Slopes As Shown On The Plans. The Allowable Tolerances Shall Be As Specified Hereunder: Permitted Variation From Design ± 20 Mm Thickness Of Layer Permitted Variation From Design + 10 Mm Level Of Surface - 20 Mm Permitted Surface Irregularity 20mm Measured By 3-m Straight-edge Permitted Variation From Design Crossfall Or Camber ± 0.30 % Permitted Variation From Design Longitudinal Grade Over ± 0.10 % 25 M In Length 200.4 Method Of Measurement Aggregate Subbase Course Will Be Measured By The Cubic Meter (m³). The Quantity To Be Paid For Shall Be The Design Volume Compacted In-place As Shown On The Plans And Accepted In The Completed Course. No Allowance Will Be Given For Materials Placed Outside The Design Limits Shown On The Cross-sections. Trial Sections Shall Not Be Measured Separately But Shall Be Included In The Quantity Of Subbase Herein Measured. Item 404 – Reinforcing Steel Description This Item Shall Consist Of Furnishing, Bending, Fabricating And Placing Of Steel Reinforcement Of The Type, Size, Shape And Grade Required In Accordance With This Specification And In Conformity With The Requirements Shown On The Plans Or As Directed By The Engineer. Strictly Implement The Usage Of Grade 40 Reinforcing Steel. Material Requirements Reinforcing Steel Shall Meet The Requirements Of Item 710, Reinforcing Steel And Wire Rope. Construction Requirements 404.3.1 Order Lists Before Materials Are Ordered, All Order Lists And Bending Diagrams Shall Be Furnished By The Contractor, For Approval Of The Engineer. The Approval Of Order Lists And Bending Diagrams By The Engineer Shall In No Way Relieve The Contractor Of Responsibility For The Correctness Of Such Lists And Diagrams. Any Expense Incident To The Revisions Of Materials Furnished In Accordance With Such Lists And Diagrams To Make Them Comply With The Plans Shall Be Borne By The Contractor. 404.3.2 Protection Of Material Steel Reinforcement Shall Be Stored Above The Surface Of The Ground Upon Platforms, Skids, Or Other Supports And Shall Be Protected As Far As Practicable From Mechanical Injury And Surface Deterioration Caused By Exposure To Conditions Producing Rust. When Placed In The Work, Reinforcement Shall Be Free From Dirt, Detrimental Rust, Loose Scale, Paint, Grease, Oil, Or Other Foreign Materials. Reinforcement Shall Be Free From Injurious Defects Such As Cracks And Laminations. Rust, Surface Seams, Surface Irregularities Or Mill Scale Will Not Be Cause For Rejection, Provided The Minimum Dimensions, Cross Sectional Area And Tensile Properties Of A Hand Wire Brushed Specimen Meets The Physical Requirements For The Size And Grade Of Steel Specified. Bending All Reinforcing Bars Requiring Bending Shall Be Cold-bent To The Shapes Shown On The Plans Or Required By The Engineer. Bars Shall Be Bent Around A Circular Pin Having The Following Diameters (d) In Relation To The Diameter Of The Bar (d): Nominal Diameter, D, Mm Pin Diameter (d) 10 To 20 25 To 28 32 And Greater 6d 8d 10d Bends And Hooks In Stirrups Or Ties May Be Bent To The Diameter Of The Principal Bar Enclosed Therein. Placing And Fastening All Steel Reinforcement Shall Be Accurately Placed In The Position Shown On The Plans Or Required By The Engineer And Firmly Held There During The Placing And Setting Of The Concrete. Bars Shall Be Tied At All Intersections Except Where Spacing Is Less Than 300mm In Each Directions, In Which Case, Alternate Intersections Shall Be Tied. Ties Shall Be Fastened On The Inside. Distance From The Forms Shall Be Maintained By Means Of Stays, Blocks, Ties, Hangers, Or Other Approved Supports, So That It Does Not Vary From The Position Indicated On The Plans By More Than 6mm. Blocks For Holding Reinforcement From Contact With The Forms Shall Be Precast Mortar Blocks Of Approved Shapes And Dimensions. Layers Of Bars Shall Be Separated By Precast Mortar Blocks Or By Other Equally Suitable Devices. The Use Of Pebbles, Pieces Of Broken Stone Or Brick, Metal Pipe And Wooden Blocks Shall Not Be Permitted. Unless Otherwise Shown On The Plans Or Required By The Engineer, The Minimum Distance Between Bars Shall Be 40mm. Reinforcement In Any Member Shall Be Placed And Then Inspected And Approved By The Engineer Before The Placing Of Concrete Begins. Concrete Placed In Violation Of This Provision May Be Rejected And Removal May Be Required. If Fabric Reinforcement Is Shipped In Rolls, It Shall Be Straightened Before Being Placed. Bundled Bars Shall Be Tied Together At Not More Than 1.8m Intervals. Splicing All Reinforcement Shall Be Furnished In The Full Lengths Indicated On The Plans. Splicing Of Bars, Except Where Shown On The Plans, Will Not Be Permitted Without The Written Approval Of The Engineer. Splices Shall Be Staggered As Far As Possible And With A Minimum Separation Of Not Less Than 40 Bar Diameters. Not More Than One-third Of The Bars May Be Spliced In The Same Cross-section, Except Where Shown On The Plans. Unless Otherwise Shown On The Plans, Bars Shall Be Lapped A Minimum Distance Of: Splice Type Grade 40 Min. Lap Grade 60 Min. Lap But Not Less Than Tension 24 Bar Dia 36 Bar Dia 300 Mm Compression 20 Bar Dia 24 Bar Dia 300 Mm In Lapped Splices, The Bars Shall Be Placed In Contact And Wired Together. Lapped Splices Will Not Be Permitted At Locations Where The Concrete Section Is Insufficient To Provide Minimum Clear Distance Of One And One-third The Maximum Size Of Coarse Aggregate Between The Splice And The Nearest Adjacent Bar. Welding Of Reinforcing Steel Shall Be Done Only If Detailed On The Plans Or If Authorized By The Engineer In Writing. Spiral Reinforcement Shall Be Spliced By Lapping At Least One And A Half Turns Or By Butt Welding Unless Otherwise Shown On The Plans. Lapping Of Bar Mat Sheets Of Mesh Or Bar Mat Reinforcement Shall Overlap Each Other Sufficiently To Maintain A Uniform Strength And Shall Be Securely Fastened At The Ends And Edges. The Overlap Shall Not Be Less Than One Mesh In Width. Method Of Measurement The Quantity Of Reinforcing Steel To Be Paid For Will Be The Final Quantity Placed And Accepted In The Completed Structure. No Allowance Will Be Made For Tie-wires, Separators, Wire Chairs And Other Material Used In Fastening The Reinforcing Steel In Place. If Bars Are Substituted Upon The Contractor’s Request And Approved By The Engineer And As A Result Thereof More Steel Is Used Than Specified, Only The Mass Specified Shall Be Measured For Payment. No Measurement Or Payment Will Be Made For Splices Added By The Contractor Unless Directed Or Approved By The Engineer. When There Is No Item For Reinforcing Steel In The Bill Of Quantities, Costs Will Be Considered As Incidental To The Other Items In The Bill Of Quantities. Basis Of Payment The Accepted Quantity, Measured As Prescribed In Section 404.4, Shall Be Paid For At The Contract Unit Price For Reinforcing Steel Which Price And Payment Shall Be Full Compensation For Furnishing And Placing All Materials, Including All Labor, Equipment, Tools And Incidentals Necessary To Complete The Work Prescribed In This Item. Payment Will Be Made Under: Pay Item Number Description Unit Of Measurement 404 Reinforcing Steel Kilogram Item 405 – Structural Concrete Description 405.1.1 Scope This Item Shall Consist Of Furnishing, Bending, Placing And Finishing Concrete In All Structures Except Pavements In Accordance With This Specification And Conforming To The Lines, Grades, And Dimensions Shown On The Plans. Concrete Shall Consist Of A Mixture Of Portland Cement, Fine Aggregate, Coarse Aggregate, Admixture When Specified, And Water Mixed In The Proportions Specified Or Approved By The Engineer. The Structural Strength Of Concrete Shall Be 24 Mpa. 405.1.2 Classes And Uses Of Concrete Five Classes Of Concrete Are Provided For In This Item, Namely: A, B, C, P And Seal. Each Class Shall Be Used In That Part Of The Structure As Called For On The Plans. The Classes Of Concrete Will Generally Be Used As Follows: Class A – All Superstructures And Heavily Reinforced Substructures. The Important Parts Of The Structure Included Are Slabs, Beams, Girders, Columns, Arch Ribs, Box Culverts, Reinforced Abutments, Retaining Walls, And Reinforced Footings. Class B – Footings, Pedestals, Massive Pier Shafts, Pipe Bedding, And Gravity Walls, Unreinforced Or With Only A Small Amount Of Reinforcement. Class C – Thin Reinforced Sections, Railings, Precast R.c. Piles And Cribbing And For Filler In Steel Grid Floors. Class P – Prestressed Concrete Structures And Members. Seal – Concrete Deposited In Water. Material Requirements 405.2.1 Portland Cement It Shall Conform To All The Requirements Of Subsection 311.2.1. Fine Aggregate It Shall Conform To All The Requirements Of Subsection 311.2.2. Coarse Aggregate It Shall Conform All The Requirements Of Subsection 311.2.3 Except That Gradation Shall Conform To Table 405.1. Table 405.1 – Grading Requirements For Coarse Aggregate Sieve Designation Mass Percent Passing Standard Mm Alternate Us Standard Class A Class B Class C Class P Class Seal 63 50 37.5 25 19.0 12.5 9.5 4.75 2-1/2” 2” 1-1/2” 1” ¾” ½” 3/8” No.4 100 95 – 100 - 35 – 70 - 10 – 30 0 - 5 100 95 – 100 - 35 – 70 - 10 – 30 - 0 - 5 100 90 – 100 40 – 70 0 – 15* 100 95 – 100 - 20 – 55 0 – 10* 100 95 – 100 - 25 – 60 - 0 – 10* * The Measured Cement Content Shall Be Within Plus (+) Or Minus (-) 2 Mass Percent Of The Design Cement Content. Water It Shall Conform To The Requirements Of Subsection 311.2.4 Reinforcing Steel It Shall Conform To The Requirements Of Item 710, Reinforcing Steel And Wire Rope. Admixtures Admixtures Shall Conform To The Requirements Of Subsection 311.2.7 Curing Materials Curing Materials Shall Conform To The Requirements Of Subsection 311.2.8. Expansion Joint Materials Expansion Joint Materials Shall Be: Preformed Sponge Rubber And Cork, Conforming To Aashto M 153. Hot-poured Elastic Type, Conforming To Aashto M 173. Preformed Fillers, Conforming To Aashto M 213. Elastomeric Compression Joint Seals These Shall Conform To Aashto M 220. Elastomeric Bearing Pads These Shall Conform To Aashto M 251 Or Item 412 – Elastomeric Bearing Pads. Storage Of Cement And Aggregates Storage Of Cement And Aggregates Shall Conform To All The Requirements Of Subsection 311.2.10. Sampling And Testing Of Structural Concrete As Work Progresses, At Least One (1) Sample Consisting Of Three (3) Concrete Cylinder Test Specimens, 150 X 300mm (6 X 12 Inches), Shall Be Taken From Each Seventy-five (75) Cubic Meters Of Each Class Of Concrete Or Fraction Thereof Placed Each Day. Compliance With The Requirements Of This Section Shall Be Determined In Accordance With The Following Standard Methods Of Aashto: Sampling Of Fresh Concrete Weight Per Cubic Metre And Air Content (gravi- Metric) Of Concrete Sieve Analysis Of Fine And Coarse Aggregates Slump Of Portland Cement Concrete Specific Gravity And Absorption Of Fine Aggregate T 141 T 121 T 27 T 119 T 84 Tests For Strength Shall Be Made In Accordance With The Following: Making And Curing Concrete Compressive And Flexural Tests Specimens In The Field Compressive Strength Of Molded Concrete Cylinders T 23 T 22 Production Requirements Proportioning And Strength Of Structural Concrete The Concrete Materials Shall Be Proportioned In Accordance With The Requirements For Each Class Of Concrete As Specified In Table 405.2, Using The Absolute Volume Method As Outlined In The American Concrete Institute (aci) Standard 211.1. “recommended Practice For Selecting Proportions For Normal And Heavyweight Concrete”. Other Methods Of Proportioning May Be Employed In The Mix Design With Prior Approval Of The Engineer. The Mix Shall Either Be Designed Or Approved By The Engineer. A Change In The Source Of Materials During The Progress Of Work May Necessitate A New Mix Design. The Strength Requirements For Each Class Of Concrete Shall Be As Specified In Table 405.2. Table 405.2 - Composition And Strength Of Concrete For Use In Structures Class Of Concrete Minimum Cement Content Per M3 Kg (bag**) Maximum Water/ Cement Ratio Kg/kg Consistency Range In Slump Mm (inch) Designated Size Of Coarse Aggregate Square Opening Std. Mm Minimum Compressive Strength Of 150x300mm Concrete Cylinder Specimen At 28 Days, Mn/m2 (psi) A B C P Seal 360 (9 Bags) 320 (8 Bags) 380 (9.5 Bags) 440 (11 Bags) 380 (9.5 Bags) 0.53 0.58 0.55 0.49 0.58 50 – 100 (2 – 4) 50 – 100 (2 – 4) 50 – 100 (2 – 4) 100 Max. (4 Max.) 100 – 200 (4 - 8) 37.5 – 4.75 (1-1/2” – No. 4) 50 – 4.75 (2” – No. 4) 12.5 – 4.75 (1/2” – No. 4) 19.0 – 4.75 (3/4” – No. 4) 25 – 4.75 (1” – No. 4) 20.7 (3000) 16.5 (2400) 20.7 (3000) 37.7 (5000) 20.7 (3000) * The Measured Cement Content Shall Be Within Plus Or Minus 2 Mass Percent Of The Design Cement Content. ** Based On 40 Kg/bag 405.4.2 Consistency Concrete Shall Have A Consistency Such That It Will Be Workable In The Required Position. It Shall Be Of Such A Consistency That It Will Flow Around Reinforcing Steel But Individual Particles Of The Coarse Aggregate When Isolated Shall Show A Coating Of Mortar Containing Its Proportionate Amount Of Sand. The Consistency Of Concrete Shall Be Gauged By The Ability Of The Equipment To Properly Place It And Not By The Difficulty In Mixing And Transporting. The Quantity Of Mixing Water Shall Be Determined By The Engineer And Shall Not Be Varied Without His Consent. Concrete As Dry As It Is Practical To Place With The Equipment Specified Shall Be Used. 405.4.3 Batching Measuring And Batching Of Materials Shall Be Done At A Batching Plant. Portland Cement Either Sacked Or Bulk Cement May Be Used. No Fraction Of A Sack Of Cement Shall Be Used In A Batch Of Concrete Unless The Cement Is Weighed. All Bulk Cement Shall Be Weighed On An Approved Weighing Device. The Bulk Cement Weighing Hopper Shall Be Properly Sealed And Vented To Preclude Dusting Operation. The Discharge Chute Shall Not Be Suspended From The Weighing Hopper And Shall Be So Arranged That Cement Will Neither Be Lodged In It Nor Leak From It. Accuracy Of Batching Shall Be Within Plus (+) Or Minus (-) 1 Mass Percent. Water Water May Be Measured Either By Volume Or By Weight. The Accuracy Of Measuring The Water Shall Be Within A Range Of Error Of Not More Than 1 Percent. Aggregates Stockpiling Of Aggregates Shall Be In Accordance With Subsection 311.2.10. All Aggregates Whether Produced Or Handled By Hydraulic Methods Or Washed, Shall Be Stockpiled Or Binned For Draining For At Least 12 Hours Prior To Batching. Rail Shipment Requiring More Than12 Hours Will Be Accepted As Adequate Binning Only If The Car Bodies Permit Free Drainage. If The Aggregates Contain High Or Non-uniform Moisture Content, Storage Or Stockpile Period In Excess Of 12 Hours May Be Required By The Engineer. Batching Shall Be Conducted As To Result In A 2 Mass Percent Maximum Tolerance For The Required Materials. Bins And Scales The Batching Plant Shall Include Separate Bins For Bulk Cement, Fine Aggregate And For Each Size Of Coarse Aggregate, A Weighing Hopper, And Scales Capable Of Determining Accurately The Mass Of Each Component Of The Batch. Scales Shall Be Accurate To One-half (0.5) Percent Throughout The Range Used. Batching When Batches Are Hauled To The Mixer, Bulk Cement Shall Be Transported Either In Waterproof Compartments Or Between The Fine And Coarse Aggregate. When Cement Is Placed In Contact With Moist Aggregates, Batches Will Be Rejected Unless Mixed Within 1-1/2 Hours Of Such Contact. Sacked Cement May Be Transported On Top Of The Aggregates. Batches Shall Be Delivered To The Mixer Separate And Intact. Each Batch Shall Be Dumped Cleanly Into The Mixer Without Loss, And, When More Than One Batch Is Carried On The Truck, Without Spilling Of Material From One Batch Compartment Into Another. Admixtures The Contractor Shall Follow An Approved Procedure For Adding The Specified Amount Of Admixture To Each Batch And Will Be Responsible For Its Uniform Operation During The Progress Of The Work. He Shall Provide Separate Scales For The Admixtures Which Are To Be Proportioned By Weight, And Accurate Measures For Those To Be Proportioned By Volume. Admixtures Shall Be Measured Into The Mixer With An Accuracy Of Plus Or Minus Three (3) Percent. The Use Of Calcium Chloride As An Admixture Will Not Be Permitted. 405.4.4 Mixing And Delivery Concrete May Be Mixed At The Site Of Construction, At A Central Point Or By A Combination Of Central Point And Truck Mixing Or By A Combination Of Central Point Mixing And Truck Agitating. Mixing And Delivery Of Concrete Shall Be In Accordance With The Appropriate Requirements Of Aashto M 157 Except As Modified In The Following Paragraphs Of This Section, For Truck Mixing Or A Combination Of Central Point And Truck Mixing Or Truck Agitating. Delivery Of Concrete Shall Be Regulated So That Placing Is At A Continuous Rate Unless Delayed By The Placing Operations. The Intervals Between Delivery Of Batches Shall Not Be So Great As To Allow The Concrete Inplace To Harden Partially, And In No Case Shall Such An Interval Exceed 30 Minutes. In Exceptional Cases And When Volumetric Measurements Are Authorized, For Small Project Requiring Less Than 75 Cu.m. Per Day Of Pouring, The Weight Proportions Shall Be Converted To Equivalent Volumetric Proportions. In Such Cases, Suitable Allowance Shall Be Made For Variations In The Moisture Condition Of The Aggregates, Including The Bulking Effect In The Fine Aggregate. Batching And Mixing Shall Be In Accordance With Astm C 685, Section 6 Through 9. Concrete Mixing, By Chute Is Allowed Provided That A Weighing Scales For Determining The Batch Weight Will Be Used. For Batch Mixing At The Site Of Construction Or At A Central Point, A Batch Mixer Of An Approved Type Shall Be Used. Mixer Having A Rated Capacity Of Less Than A One-bag Batch Shall Not Be Used. The Volume Of Concrete Mixed Per Batch Shall Not Exceed The Mixer’s Nominal Capacity As Shown On The Manufacturer’s Standard Rating Plate On The Mixer Except That An Overload Up To 10 Percent Above The Mixer’s Nominal Capacity May Be Permitted, Provided Concrete Test Data For Strength, Segregation, And Uniform Consistency Are Satisfactory And Provided No Spillage Of Concrete Takes Place. The Batch Shall Be So Charge Into The Drum That A Portion Of The Water Shall Enter In Advance Of The Cement And Aggregates. The Flow Of Water Shall Be Uniform And All Water Shall Be In The Drum By The End Of The First 15 Seconds Of The Mixing Period. Mixing Time Shall Be Measured From The Time All Materials, Except Water, Are In The Drum. Mixing Time Shall Not Be Less Than 60 Seconds For Mixers Having A Capacity Of 1.5m3 Or Less. For Mixers Having A Capacity Greater Than 1.5m3, The Mixing Time Shall Not Be Less Than 90 Seconds. If Timing Starts, The Instant The Skip Reaches Its Maximum Raised Position, 4 Seconds Shall Be Added To The Specified Mixing Time. Mixing Time Ends When The Discharge Chute Opens. The Mixer Shall Be Operated At The Drum Speed As Shown On The Manufacturer’s Name Plate On The Mixer. Any Concrete Mixed Less Than The Specified Time Shall Be Discarded And Disposed Off By The Contractor At His Own Expenses. The Timing Device On Stationary Mixers Shall Be Equipped With A Bell Or Other Suitable Warning Device Adjusted To Give A Clearly Audible Signal Each Time The Lock Is Released. In Case Of Failure Of The Timing Device, The Contractor Will Be Permitted To Continue Operations While It Is Being Repaired, Provided He Furnishes An Approved Timepiece Equipped With Minute And Second Hands. If The Timing Device Is Not Placed In Good Working Order Within 24 Hours, Further Use Of The Mixer Will Be Prohibited Until Repairs Are Made. Retempering Concrete Will Not Be Permitted. Admixtures For Increasing The Workability, For Retarding The Set, Or For Accelerating The Set Or Improving The Pumping Characteristics Of The Concrete Will Be Permitted Only When Specifically Provided For In The Contract, Or Authorized In Writing By The Engineer. Mixing Concrete: General Concrete Shall Be Thoroughly Mixed In A Mixer Of An Approved Size And Type That Will Insure A Uniform Distribution Of The Materials Throughout The Mass. All Concrete Shall Be Mixed In Mechanically Operated Mixers. Mixing Plant And Equipment For Transporting And Placing Concrete Shall Be Arranged With An Ample Auxiliary Installation To Provide A Minimum Supply Of Concrete In Case Of Breakdown Of Machinery Or In Case The Normal Supply Of Concrete Is Disrupted. The Auxiliary Supply Of Concrete Shall Be Sufficient To Complete The Casting Of A Section Up To A Construction Joint That Will Meet The Approval Of The Engineer. Equipment Having Components Made Of Aluminum Or Magnesium Alloys, Which Would Have Contact With Plastic Concrete During Mixing, Transporting Or Pumping Of Portland Cement Concrete, Shall Not Be Used. Concrete Mixers Shall Be Equipped With Adequate Water Storage And A Device Of Accurately Measuring And Automatically Controlling The Amount Of Water Used. Materials Shall Be Measured By Weighing. The Apparatus Provided For Weighing The Aggregates And Cement Shall Be Suitably Designed And Constructed For This Purpose. The Accuracy Of All Weighing Devices Except That For Water Shall Be Such That Successive Quantities Can Be Measured To Within One Percent Of The Desired Amounts. The Water Measuring Device Shall Be Accurate To Plus Or Minus 0.5 Mass Percent. All Measuring Devices Shall Be Subject To The Approval Of The Engineer. Scales And Measuring Devices Shall Be Tested At The Expense Of The Contractor As Frequently As The Engineer May Deem Necessary To Insure Their Accuracy. Weighing Equipment Shall Be Insulated Against Vibration Or Movement Of Other Operating Equipment In The Plant. When The Entire Plant Is Running, The Scale Reading At Cut-off Shall Not Vary From The Weight Designated By The Engineer More Than One Mass Percent For Cement, 1-1/2 Mass Percent For Any Size Of Aggregate, Or One (1) Mass Percent For The Total Aggregate In Any Batch. Mixing Concrete At Site Concrete Mixers May Be Of The Revolving Drum Or The Revolving Blade Type And The Mixing Drum Or Blades Shall Be Operated Uniformly At The Mixing Speed Recommended By The Manufacturer. The Pick-up And Throw-over Blades Of Mixers Shall Be Restored Or Replaced When Any Part Or Section Is Worn 20mm Or More Below The Original Height Of The Manufacturer’s Design. Mixers And Agitators Which Have An Accumulation Of Hard Concrete Or Mortar Shall Not Be Used. When Bulk Cement Is Used And Volume Of The Batch Is 0.5m3 Or More, The Scale And Weigh Hopper For Portland Cement Shall Be Separate And Distinct From The Aggregate Hopper Or Hoppers. The Discharge Mechanism Of The Bulk Cement Weigh Hopper Shall Be Interlocked Against Opening Before The Full Amount Of Cement Is In The Hopper. The Discharging Mechanism Shall Also Be Interlocked Against Opening When The Amount Of Cement In The Hopper Is Underweight By More Than One (1) Mass Percent Or Overweight By More Than 3 Mass Percent Of The Amount Specified. When The Aggregate Contains More Water Than The Quantity Necessary To Produce A Saturated Surface Dry Condition, Representative Samples Shall Be Taken And The Moisture Content Determined For Each Kind Of Aggregate. The Batch Shall Be So Charged Into The Mixer That Some Water Will Enter In Advance Of Cement And Aggregate. All Water Shall Be In The Drum By The End Of The First Quarter Of The Specified Mixing Time. Cement Shall Be Batched And Charged Into The Mixer So That It Will Not Result In Loss Of Cement Due To The Effect Of Wind, Or In Accumulation Of Cement On Surface Of Conveyors Or Hoppers, Or In Other Conditions Which Reduce Or Vary The Required Quantity Of Cement In The Concrete Mixture. The Entire Content Of A Batch Mixer Shall Be Removed From The Drum Before Materials For A Succeeding Batch Are Placed Therein. The Materials Composing A Batch Except Water Shall Be Deposited Simultaneously Into The Mixer. All Concrete Shall Be Mixed For A Period Of Not Less Than 1-1/2 Minutes After All Materials, Including Water, Are In The Mixer. During The Period Of Mixing, The Mixer Shall Operate At The Speed For Which It Has Been Designed. Mixers Shall Be Operated With An Automatic Timing Device That Can Be Locked By The Engineer. The Time Device And Discharge Mechanics Shall Be So Interlocked That During Normal Operation No Part Of The Batch Will Be Charged Until The Specified Mixing Time Has Elapsed. The First Batch Of Concrete Materials Placed In The Mixer Shall Contain A Sufficient Excess Of Cement, Sand, And Water To Coat Inside Of The Drum Without Reducing The Required Mortar Content Of The Mix. When Mixing Is To Cease For A Period Of One Hour Or More, The Mixer Shall Be Thoroughly Cleaned. Mixing Concrete At Central Plant Mixing At Central Plant Shall Conform To The Requirements For Mixing At The Site. Mixing Concrete In Truck Truck Mixers, Unless Otherwise Authorized By The Engineer, Shall Be Of The Revolving Drum Type, Water-tight, And So Constructed That The Concrete Can Be Mixed To Insure A Uniform Distribution Of Materials Throughout The Mass. All Solid Materials For The Concrete Shall Be Accurately Measured And Charged Into The Drum At The Proportioning Plant. Except As Subsequently Provided, The Truck Mixer Shall Be Equipped With A Device By Which The Quantity Of Water Added Can Be Readily Verified. The Mixing Water May Be Added Directly To The Batch, In Which Case A Tank Is Not Required. Truck Mixers May Be Required To Be Provided With A Means Of Which The Mixing Time Can Be Readily Verified By The Engineer. The Maximum Size Of Batch In Truck Mixers Shall Not Exceed The Minimum Rated Capacity Of The Mixer As Stated By The Manufacturer And Stamped In Metal On The Mixer. Truck Mixing, Shall, Unless Other-wise Directed Be Continued For Not Less Than 100 Revolutions After All Ingredients, Including Water, Are In The Drum. The Mixing Speed Shall Not Be Less Than 4 Rpm, Nor More Than 6 Rpm. Mixing Shall Begin Within 30 Minutes After The Cement Has Been Added Either To The Water Or Aggregate, But When Cement Is Charged Into A Mixer Drum Containing Water Or Surface Wet Aggregate And When The Temperature Is Above 32oc, This Limit Shall Be Reduced To 15 Minutes. The Limitation In Time Between The Introduction Of The Cement To The Aggregate And The Beginning Of The Mixing May Be Waived When, In The Judgement Of The Engineer, The Aggregate Is Sufficiently Free From Moisture, So That There Will Be No Harmful Effects On The Cement. When A Truck Mixer Is Used For Transportation, The Mixing Time Specified In Subsection 405.4.4 (3) At A Stationary Mixer May Be Reduced To 30 Seconds And The Mixing Completed In A Truck Mixer. The Mixing Time In The Truck Mixer Shall Be As Specified For Truck Mixing. Transporting Mixed Concrete Mixed Concrete May Only Be Transported To The Delivery Point In Truck Agitators Or Truck Mixers Operating At The Speed Designated By The Manufacturers Of The Equipment As Agitating Speed, Or In Non-agitating Hauling Equipment, Provided The Consistency And Workability Of The Mixed Concrete Upon Discharge At The Delivery Point Is Suitable Point For Adequate Placement And Consolidation In Place. Truck Agitators Shall Be Loaded Not To Exceed The Manufacturer’s Guaranteed Capacity. They Shall Maintain The Mixed Concrete In A Thoroughly Mixed And Uniform Mass During Hauling. No Additional Mixing Water Shall Be Incorporated Into The Concrete During Hauling Or After Arrival At The Delivery Point. The Rate Of Discharge Of Mixed Concrete From Truck Mixers Or Agitators Shall Be Controlled By The Speed Of Rotation Of The Drum In The Discharge Direction With The Discharge Gate Fully Open. When A Truck Mixer Or Agitator Is Used For Transporting Concrete To The Delivery Point, Discharge Shall Be Completed Within One Hour, Or Before 250 Revolutions Of The Drum Or Blades, Whichever Comes First, After The Introduction Of The Cement To The Aggregates. Under Conditions Contributing To Quick Stiffening Of The Concrete Or When The Temperature Of The Concrete Is 30oc, Or Above, A Time Less Than One Hour Will Be Required. Delivery Of Mixed Concrete The Contractor Shall Have Sufficient Plant Capacity And Transportation Apparatus To Insure Continuous Delivery At The Rate Required. The Rate Of Delivery Of Concrete During Concreting Operations Shall Be Such As To Provide For The Proper Handling, Placing And Finishing Of The Concrete. The Rate Shall Be Such That The Interval Between Batches Shall Not Exceed 20 Minutes. The Methods Of Delivering And Handling The Concrete Shall Be Such As Will Facilitate Placing Of The Minimum Handling. Method Of Measurement The Quantity Of Structural Concrete To Be Paid For Will Be The Final Quantity Placed And Accepted In The Completed Structure. No Deduction Will Be Made For The Volume Occupied By Pipe Less Than 100mm (4 Inches) In Diameter Or By Reinforcing Steel, Anchors, Conduits, Weep Holes Or Expansion Joint Materials. Basis Of Payment The Accepted Quantities, Measured As Prescribed In Section 405.5, Shall Be Paid For At The Contract Unit Price For Each Of The Pay Item Listed Below That Is Included In The Bill Of Quantities. Payment Shall Constitute Full Compensation For Furnishing, Placing And Finishing Concrete Including All Labor, Equipment, Tools And Incidentals Necessary To Complete The Work Prescribed In The Item. Payment Will Be Made Under: Pay Item Number Description Unit Of Measurement 405 (1) 405 (2) 405 (3) 405 (4) 405 (5) Structural Concrete, Class A Structural Concrete, Class B Structural Concrete, Class C Structural Concrete, Class P Seal Concrete Cubic Meter Cubic Meter Cubic Meter Cubic Meter Cubic Meter Item 510 – Concrete Slope Protection 510.1 Description This Item Shall Consist Of The Furnishing And Placing Of Concrete Slope Protection Including All Necessary Excavation, A Bed Course And Reinforced Concrete To The Required Thickness And Extent To Protect Slopes Against Erosion. Construction Details Shall Be As Shown On The Plans. 510.2 Material Requirements 510.2.1 Bed Course A Bed Course, Where Required, Shall Be Granular Material Which Satisfies The Requirements For Item 200, Aggregate Sub-base, Grading A. 510.2.2 Formwork Formwork, Where Necessary, Shall Be As Specified In Item 407, Concrete Structures. 510.2.3 Steel Reinforcement Steel Reinforcement Shall Be As Specified In Item 404, Reinforcing Steel. 510.2.4 Concrete Concrete Shall Be Class B As Specified In Item 405, Structural Concrete, Unless Otherwise Specified Or Required By The Engineer. 510.3 Construction Requirements 510.3.1 Excavation The Ground Shall Be Excavated Where Necessary In Accordance With The Dimensions, Lines And Grades Shown On The Plans. 510.3.2 Bed Course Where Shown On The Plans Or Ordered By The Engineer, The Contractor Shall Provide And Lay A Bed Course, To The Depth Required, As Specified In Item 200, Aggregate Subbase Course, Compacted At Least 100 Percent Of The Maximum Dry Density As Determined By Aashto T 180, Method D. 510.3.3 Concrete The Contractor Shall Provide And Place Concrete In Accordance With The Requirements Of Item 405, Structural Concrete, To The Required Depths In The Positions And To The Grades And Elevations Shown On The Plans. Unless Otherwise Specified, The Concrete Slabs Shall Not Be Greater Than 4m By 4m And Shall Have Between Slabs, Plain Vertical Straight Joints With No Joint Filler Or Sealer. The Toe Of The Concrete Slope Protection Shall Be Constructed And Protected As Shown On The Plans. 510.3.4 Drainage Drainage Of The Bed Course Or Backfill Shall Be Provided As Shown On The Plans Or As Required By The Engineer. 510.4 Method Of Measurement The Quantity Of Granular Material In The Bed Course To Be Paid For Shall Be Measured By The Cubic Meter In-place And Accepted As Shown On The Plans. The Quantity Of Concrete To Be Paid For Shall Be Measured By The Cubic Meter In-place And Accepted As Shown On The Plans. 510.5 Basis Of Payment The Accepted Quantities As Provided In Section 510.4, Method Of Measurement, Shall Be Paid For At The Contract Unit Price According To The Pay Item In The Bid Schedule Which Price And Payment Shall Constitute Full Compensation For The Necessary Excavation, For All Labor, Equipment, Tools, All Materials Including Formwork And Reinforcing Steel, And Incidentals Necessary To Complete This Item. Section Vii. Drawings Annex A – Architectural Design Annex B- Project Billboard Plan Section Viii. Bill Of Quantities Bid No. Agr- 24-961-b Item Description Quantity Unit Unit Cost Total Cost No. I. Miscellaneous Survey And Staking 1.00 L.s. Pesos And Ctvs. (p ) / L.s. P Ii. Project Billboard / Sognboard 4.00 Each Pesos And Ctvs. (p ) Each P Iii. Mobilization/ Demobilization 1.00 L.s. Pesos And Ctvs. (p ) / L.s. P Iv. Clearing And Grubbing 1.00 L.s. Pesos And Ctvs. (p ) /l.s. P V. Structure Excavation 61.07 Cu.m Pesos And Ctvs. (p ) /cu.m P Vi. Embankment From Roadway Excavation 399.83 Cu.m. Pesos And Ctvs. (p ) / Cu.m P Vii. Embankment From Borrow 97.75 Cu.m. Pesos And Ctvs. (p ) / Cu.m P Viii. Subgrade Preparation 2,048.00 Sq.m. Pesos And Ctvs. (p ) / Sq.m P Ix. Aggregate Subbase Course 409.60 Cu.m Pesos And Ctvs. (p ) / Cu.m P X. Reinforcing Steel 1,855.25 Kgs Pesos And Ctvs. (p ) / Kgs P Xi. Structural Concrete (24 Mpa) 11.06 Cu.m Pesos And Ctvs. (p ) / Cu.m P Xii. Concrete Slope Protection 94.74 Cu.m Pesos And Ctvs. (p ) / Cu.m P 8 Total Bid Cost In Figures P Total Bid Cost In Words Summary Of Costs Item No. Bid Amount Miscellaneous Survey And Staking ₱ _____________________________ Project Billboard / Signboard ₱ _____________________________ Mobilization / Demobilization ₱ _____________________________ Iv. Clearing And Grubbing ₱ _____________________________ V. Structure Excavation ₱ _____________________________ Vi. Embankment From Roadway Excavation ₱ _____________________________ Vii. Embankment From Borrow ₱ _____________________________ Viii. Subgrade Preparation ₱ _____________________________ Ix. Aggregate Subbase Course ₱ _____________________________ X. Reinforcing Steel ₱ _____________________________ Xi. Structural Concrete (24 Mpa) ₱ _____________________________ Xii. Concrete Slope Protection ₱ _____________________________ Total Bid Amount ₱ _____________________________ Section Ix. Checklist Of Technical And Financial Documents Technical Component Envelope Class “a” Documents Legal Documents ⬜ Valid Philgeps Registration Certificate (platinum Membership) (all Pages) In Accordance With Section 8.5.2 Of The Irr; Technical Documents ⬜ 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 ⬜ 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 ⬜ Special Pcab License In Case Of Joint Ventures; And Registration For The Type And Cost Of The Contract To Be Bid; And ⬜ 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 Project Requirements, Which Shall Include The Following: ⬜ Organizational Chart For The Contract To Be Bid; ⬜ 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; ⬜ 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 ⬜ 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 ⬜ The Prospective Bidder’s Computation Of Net Financial Contracting Capacity (nfcc). Class “b” Documents ⬜ 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. Financial Component Envelope ⬜ Original Of Duly Signed And Accomplished Financial Bid Form; And Other Documentary Requirements Under Ra No. 9184 ⬜ Original Of Duly Signed Bid Prices In The Bill Of Quantities; And ⬜ 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: We Have No Reservation To The Pbds, Including The Supplemental Or Bid Bulletins, For The Procurement Project: [insert Name Of Contract]; We Offer To Execute The Works For This Contract In Accordance With The Pbds; The Total Price Of Our Bid In Words And Figures, Excluding Any Discounts Offered Below Is: [insert Information]; The Discounts Offered And The Methodology For Their Application Are: [insert Information]; 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, Our Bid Shall Be Valid Within The Period Stated In The Pbds, And It Shall Remain Binding Upon Us At Any Time Before The Expiration Of That Period; 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; 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; 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 We Understand That You Are Not Bound To Accept The Lowest Calculated Bid Or Any Other Bid That You May Receive. 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 [name Of Project] Of The [name Of The Procuring Entity]. 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: 12 Currently Based On Gppb Resolution No. 0 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: 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. 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. I/we Understand That This Bid Securing Declaration Shall Cease To Be Valid On The Following Circumstances: Upon Expiration Of The Bid Validity Period, Or Any Extension Thereof Pursuant To Your Request; 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 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: [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]; [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;)]; [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; 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; [name Of Bidder] Is Authorizing The Head Of The Procuring Entity Or Its Duly Authorized Representative(s) To Verify All The Documents Submitted; [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; [name Of Bidder] Complies With Existing Labor Laws And Standards; And [name Of Bidder] Is Aware Of And Has Undertaken The Responsibilities As A Bidder In Compliance With The Philippine Bidding Documents, Which Includes: Carefully Examining All Of The Bidding Documents; Acknowledging All Conditions, Local Or Otherwise, Affecting The Implementation Of The Contract; Making An Estimate Of The Facilities Available And Needed For The Contract To Be Bid, If Any; And Inquiring Or Securing Supplemental/bid Bulletin(s) Issued For The [name Of The Project]. [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. 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] G All Of The Bidding Documents; Acknowledging All Conditions, Local Or Otherwise, Affecting The Implementation Of The Contract; Making An Estimate Of The Facilities Available And Needed For The Contract To Be Bid, If Any; And Inquiring Or Securing Supplemental/bid Bulletin(s) Issued For The [name Of The Project]. [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. 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]