Cctv Tenders

Details: Description Terms Of Reference 1. Project Description The Philippine National Oil Company (pnoc), Under Its Three Arrows Strategy, Is Revolutionizing Sustainable Energy Solutions By Spearheading Rooftop Solar Power Projects For Various Government Buildings. This Initiative Supports The Government's Strategy To Reduce Its Dependence On International Fuel Markets And Promote Renewable Energy Use. In Line With The Inter-agency Energy Efficiency And Conservation Committee (iaeecc) Resolution Of 07 July 2023, Government Entities, Including Government-owned And Controlled Corporations (goccs), State Universities And Colleges (sucs), And Local Government Units (lgus), Are Mandated To Install At Least 20% Of Their Electricity Requirements From Solar Photovoltaic (pv) Systems Or Equivalent Renewable Energy Technologies Within Three Years. Additionally, This Project Aligns With The Government Energy Management Program (gemp), Which Encourages A Minimum 10% Reduction In Electricity Consumption Across All Government Entities. By Ensuring Zero Export Of Energy To The Distribution Grid, This Forward-thinking Project Not Only Reduces Costs But Also Elevates Environmental Stewardship, Setting A New Standard For Green Energy In The Public Sector. Pnoc Invites Submissions From Reputable Organizations (referred To As "the Contractor") Capable Of Providing A Comprehensive Turnkey Solution Encompassing Engineering, Procurement, Construction, Commissioning, And Testing And Commissioning, And One-year Operations And Maintenance (referred To As "epctc") For The Project. The Project Shall Be Named “supply, Delivery, Installation, Testing And Commissioning Of 25kwp Solar Pv Rooftop System At Carmona Water District Admin Building”. The Project Site Is Located At Cityland Subdivision, Brgy. Carmona, Cavite. 2. Objectives Of The Contract The Intent Of The Terms Of Reference Is To Provide The General And Technical Requirements Necessary For The Implementation Of The Project. However, It Is The Contractor’s Obligation To Investigate And Validate All Information Herewith As Part Of Their Work To Be Undertaken. Thus, Any Discrepancies In The Tor In Accordance With Applicable And Generally Accepted Engineering And Construction Practices, Government Rules And Regulation And The Latest Industry Codes And Standards For Solar Pv Development Shall Not Relieve The Contractor Of The Accuracy Of Their Work. A. Define Project Scope: Clearly Outline The Scope Of Work For The Turnkey Epc (engineering, Procurement, And Construction) Contractor, Including Project Preparation, Procurement, Installation, Construction, Testing, Commissioning, And Operation And Maintenance (o&m). B. Establish Deliverables: Specify The Required Deliverables, Including Documentation, Performance Guarantees, And O&m Plans, To Ensure Comprehensive Project Execution And Accountability. C. Set Performance Standards: Provide Criteria For The Performance And Quality Of The Solar Pv Systems, Ensuring They Meet Industry Standards And Regulatory Requirements. D. Detail Compliance Requirements: Ensure The Epc Contractor Adheres To All Relevant Local, National, And International Regulations And Standards, Promoting Safety, Reliability, And Environmental Responsibility. E. Specify Evaluation Criteria: Establish The Criteria For Selecting The Epc Contractor, Focusing On Experience, Technical Expertise, Financial Stability, And The Quality Of The Proposed Solutions. F. Ensure Zero Export Compliance: Mandate That The Solar Pv Systems Operate With Zero Export To The Distribution Grid, Ensuring On-site Energy Optimization And Compliance With Regulatory Requirements. G. Provide Maintenance Guidelines: Include A Comprehensive One-year O&m Plan To Ensure The Longevity, Efficiency, And Optimal Performance Of The Installed Solar Pv Systems. H. Promote Transparency And Reporting: Require Regular Progress Reports From The Epc Contractor To Pnoc, Detailing Project Milestones, Challenges, And Resolutions, Fostering Transparency And Effective Project Management. 3. Approved Budget For The Contract (abc) Pnoc Has An Approved Corporate Budget In The Amount Of One Million Three Hundred Fifty Thousand Pesos (php 1,350,000.00) For The Project. 4. Scope Of Works The Scope Of Work For The Contractor Includes: 4.1. Project Preparation The Contractor Shall Facilitate All Preliminary And General Works On Time So That Any Issues Or Problems Encountered Can Be Addressed. If The Contractor Fails To Timely Execute The Works, Then Any Delays Due To Pending Issues And Problems Shall Be Of The Contractor’s Account. ● Kick-off Meeting The Contractor Shall Schedule A Kick-off Meeting No Later Than Ten (10) Calendar Days Starting From The Date Of Commencement As Stated In The Ntp. The Kick-off Meeting Shall Be Held At Site To Discuss Mobilization And Construction Schedules And Other Details Necessary Prior Project Execution. All Key Personnel Must Be Available During The Kick-off Meeting. ● Mobilization The Contractor Shall Facilitate The Mobilization Of Manpower And Equipment, Including Operating Supplies And Tools Necessary For The Project Immediately After The Kick-off Meeting. ● Temporary Facilities And Storage/staging Area The Contractor Shall Be Provided With A Temporary Headquarters Immediately After The Kick-off Meeting. The Location Of The Headquarters And Storage/staging Area Shall Be Determined With The Consent Of The Building Owner. ● Site Survey And Assessment The Contractor Shall Undertake Its Own Site Survey, Verification, And Assessment, Including Actual Measurements Of Voltage, Current, Frequency And Power Quality For A Period Of Seven (7) Calendar Days Upon Mobilization, Identification Of Access, Etc., To Identify All Necessary Information About The Site Conditions And Design Parameters. Additionally, The Contractor Shall Perform An Energy Yield Assessment To Estimate The Potential Solar Energy Generation In The Installation Site The Assessment Shall Also Include The Condition Of Roof And Existence Of Roof Leaks, And The Safety And Reliability Of The Existing Electrical System(s) And The Whole Installation, And Maintenance Concerns. All Findings And Necessary Engineering Intervention Shall Be Incorporated In The Detailed Project Designs And Engineering Plans And Shall Be Properly Addressed During Construction. ● Permits And Clearances The Contractor Shall Secure The Construction Permit, Safety Permit, Building Permit And Other Approvals, Clearances, And Licenses Necessary Prior To The Start Of Construction And Installation. The Contractor Shall Also Secure Necessary Permits/documents As Required By The Distribution Utility For The Installation Of The Rooftop Solar Pv System On The Installation Site. ● Detailed Project Designs And Engineering Plans The Contractor Shall Submit Detailed Project Designs And Engineering Plans No Later Than Ten (10) Calendar Days Starting From The Date Of Commencement Stated In The Ntp. The Detailed Project Designs And Engineering Plans Must Reflect All Additional Requirements And Information Needed Based On The Reviewed Preliminary Design Drawings. The Detailed Project Designs And Engineering Plans Shall Be Furnished Using Engineering Standard Templates, Adequate, Readable And Must Be Written In English. The Contractor Must Use Computer-aided Design And Drafting Software (cad) Or Equivalent. Likewise, Electronic Components With Built-in Programs And Software Shall Be Accompanied By Their Corresponding Programs And Ladder Logic Diagrams For Submission To Pnoc Prior To The Installation Of The Systems. The Detailed Project Designs And Engineering Plans Shall Be Signed And Sealed By Professional Engineers (electrical And/or Civil/structural Engineer), And Pnoc And Building Owner’s Authorized Representatives. Pnoc Shall Have The Right To Require The Contractor Additional Drawings Or Information As May Be Necessary. The Minimum Number Of Original Copies To Be Produced By The Contractor Shall Be 3 Sets Of A3 Size And 2 Electronic Copies Containing Cad And Pdf Files, As An Advance Copy. The Contractor Must Also Submit A Hard Copy As An Official Document. Pnoc Reserves The Right To Reproduce Any Drawings Or Documents Received From The Contractor As May Be Necessary. To Avoid Revisions, The Contractor May Submit First Draft Drawings Or E-file Via Email Before Printing The Detailed Project Designs And Engineering Plans. 4.2. Procurement The Contractor Shall Be Responsible For The Procurement Of All Equipment And Construction Materials, Including Consumables, Necessary To Complete The Project. All Delivered Equipment And Construction Materials, Including Consumables, Shall Be Subject To Testing And Inspection By Pnoc. Testing And Inspection Includes Visual Checking, Measurement, Validation Of Specifications (in The Nameplates) And Other Applicable Testing Methods As Deemed Necessary. Pnoc Shall Release A Materials Inspection Report (mir) For The Findings Of The Inspected Materials. Any Damage Or Deficiency Shall Be Rectified Or Replaced By The Contractor Without Additional Charges To Pnoc. ● Equipment And Construction Materials The Contractor May Source All Equipment And Construction Materials, Including Consumables Locally Or Abroad Provided These Shall Conform To The Required Design Specifications And Standards. In Case Of Changes In The Source Of Supply Or Brand, The Contractor Shall Submit A Letter Of Request Stating The Reasons For The Changes For Pnoc’s Review And Approval. ● Factory Acceptance Test (fat) The Contractor Must Provide Any Proof That The Manufacturer’s Factory Or Fabricator’s Shop Has Passed The Fat For The Solar Panels And Inverters. All Related Testing Expenses Shall Be Of The Contractor’s Account. Receipt And Acceptance Of The Certified Test Reports And Inspection & Testing Certificate By Pnoc Shall In No Way Relieve The Contractor Of Its Responsibility. ● Handling And Delivery The Contractor Shall Perform Proper Packing, Loading, Transportation, Hauling And Unloading Of Equipment In Accordance With The Manufacturer's Standards And Recommendations. All Duties And Taxes Including Export Permits And Clearances, Insurances And Warranties Shall Be Of The Contractor’s Account. The Equipment And Construction Materials Shall Be Delivered Directly To The Project Site(s). The Contractor Shall Secure Handling And Delivery Manuals From The Manufacturer. The Contractor Shall Notify Pnoc For All Incoming Materials And Submit Delivery Receipt Upon Delivery For Inspection And Acceptance By Pnoc Prior To Installation. All Equipment Shall Be Delivered Unbroken, Not Deformed And Without Cracks And Scratches. In General, The Packaging Of The Equipment Shall Be Based On Generally Accepted Industry Practices Or Standards. Packaging Shall Be Adequate To Prevent Damage From Any Mechanical Stresses That May Occur And To Ensure Safety During Loading, Hauling, Unloading, Unpacking And Storage. Boxes Shall Contain Barcode Sheet/label Showing The Following Information: ✔ Name Of The Manufacturer; ✔ Model Number; ✔ Code No./serial Number; ✔ Product Barcode; And ✔ Manufacturing Date. ● On-site Storage The Contractor Shall Perform On-site Storage Of Equipment And Construction Materials In Accordance With The Manufacturer's Standards And Recommendations. Equipment Shall Be Placed At The Designated Storage/staging Area. The Contractor Shall Secure Equipment On-site Storage Manuals From The Manufacturer. 4.3. Installation And Construction The Contractor Shall Provide All Consumables, Tools, Equipment, And Manpower, Including Ppe, Necessary To Perform The Necessary Works. The Contractor Shall Only Be Allowed To Work At The Designated Area Agreed Upon With Pnoc To Avoid Any Interruptions To The On-going Operations And Activities At The Site. In Case Of Concrete Drilling Or Breaking, The Contractor Must Ensure That Such Work Shall Not Compromise The Integrity Of The Existing Structures. In The Case Of Painting, Appropriate Painting Shall Be Used For The Structures To Be Painted In Accordance With Applicable Standards. The Painting Shall Be Done With A Primer And Topcoat As A Minimum. In The Case Of Earthworks And Concreting, It Shall Be Performed In Accordance With Applicable Codes And Standards. Concrete Foundations Must Be Designed Using Applicable Mixtures And With Reinforcing Bars As Per Standards. The Pv System Shall Be Designed For Simple Mechanical On-site Installation With No Requirement For Welding Or Complex Machinery At The Site. In Extreme Cases Where Welding Or Machinery Is Necessary, The Contractor Shall Submit Welding Methodology. Welding Shall Be Tested As Per Standards. The Contractor Must Also Ensure Minimal Disruption To The Daily Operations Of The Installation Site. ● Pre-leak And Post-leak Test The Contractor Shall Conduct Pre-leak Test Prior To, And After The Installation Of Pv Modules And Appurtenances, Respectively. Schedule Of The Leak Test Shall Be Properly Coordinated With Pnoc And Building Owner Representatives. The Contractor Shall Submit A Leak Test Procedure For Review And Approval By Pnoc Prior To Execution. ● Work Permit The Contractor Shall Coordinate With Pnoc Representative For Every Work To Be Performed Prior To Execution. The Work To Be Performed Shall Specify The Following: ✔ Type Of Work, Such As: Hot Works/cold Work/working At Heights/confined Space/concrete Chipping/excavation Works; ✔ Target Start And End Dates; ✔ Methodology; ✔ Hazard Associated With The Works; ✔ Safety And Precautionary Measures; ✔ Equipment And Construction Materials With Attached Approved Brochures And/or Drawings; And ✔ Equipment, Tools, And Personal Protective Equipment (ppe). ● Mounting And Installation Of Equipment All Equipment Shall Be Mounted In Accordance With Engineering And Construction Standards And Practices And Manufacturers’ Recommendations And Standards And Safety And Health Standards. Spacing, Orientation, And Location Shall Be Based On The Approved Detailed Project Designs And Engineering Plans. ● Cabling And Raceway Routing Dc Cables Shall Be Housed In A Hot Dip Galvanized Cable Tray/ladder With Cover. All Ac Cables Shall Be Housed In Rigid Steel Conduit. Instrumentation And Communication Cables Shall Be Housed In A Separate Uv Rated Conduit. For Buried Cables, It Must Be Housed In A Pvc Pipe With Concrete Trench, Warning Tape Or Tiles Placed Above And Marking Posts At Suitable Intervals On The Surface. The Minimum Depth Of Burial Is 700mm Depending On The Location And Condition Of The Ground Surface. Cables Shall Occupy Less Than 66% Of The Raceway Space And Properly Loop, Not Too Tight To Avoid Any Damages To The Wires. Dc Cables Shall Be Installed In A Manner Which Minimizes Induction Loops Between Positive And Negative Cables. For String Cables, Large Loops Of Excess Dc Cabling Shall Be Avoided. The Raceway Shall Be Placed In A Manner That It Will Not Create Any Obstructions Or Hazards To Operations And Maintenance. The Contractor Shall Use Pull Box/junction Box On All Intersections And Sharp Curves Or Bends And Provide Rubber And Bushing On All Junctions And Endings To Avoid Cut In The Wire Insulation. The Contractor Shall Apply Silicone Sealant, As Applicable, On Raceway Openings To Prevent Access Of Dirt, Water, And Vermin. The Contractor Shall Comply With The Distribution Utility (du) Net-metering Requirements For The Cable Installation And Other Electrical Components. ● Grounding, Termination, And Interconnection All Equipment Shall Have Adequate Grounding. All Cables Shall Be Properly Dressed/secured/fixed And Terminated Using Terminal Lugs, Clamps, Crimps And Solder. There Should Be No Exposed Conductors To Avoid Short Circuits And Arc Flash. The Contractor Shall Request A Schedule For Shutdown For The Interconnection To The Existing Electrical Distribution System. The Contractor Shall Conduct A Torque Test After Termination And Interconnection. ● Lifting Appropriate Lifting Equipment Shall Be Utilized When Performing Heavy Lifting. Access Shall Be Identified To Avoid Obstructions. Schedule Of Lifting Shall Be Properly Coordinated With The Building Owner. ● Foundations And Structural Supports Structural Supports Necessary For The Mounting Of Equipment (e.g., Inverters, Enclosures, Transformers, Pv Modules, Etc.) Shall Be Made Of Hot Dip Galvanized Structural Steel Minimum Of 2 Mm Metal Thickness And Minimum Coating Thickness Of 3 Mils As Per Astm A 386 Or Equivalent. In Case The Galvanized Coating Is Damaged During Installation, The Supplier Shall Apply The Necessary Rectification In Accordance With Astm A 780-01 (standard Practice For Repair Of Damaged And Uncoated Areas Of Hot Dip Galvanized Coatings). Reinforced (with Deformed Bars) Concrete Blocks/ballast Or Foundations May Be Provided To Provide Stability. For Penetrated Supports, It Shall Be Non-corrosive, And Waterproof Using Flashings, Gasket Or Other Approved Chemical Sealing And Coating Material. In Case Of Concrete Penetration, The Anchor Bolts (dowel) Shall Be Made Also Of Hot-dipped Galvanized Or Equivalent. 4.4. Testing And Commissioning The Contractor Shall Conduct Testing And Commissioning For A Minimum Of Seven (7) Days Upon Completion Of The Installation Of The Pv System, To Be Witnessed By Pnoc And Representatives Of The Building Owner. The Schedule And Duration Of The Testing And Commissioning Shall Be Mutually Agreed By The Contractor, Pnoc And Building Owner. However, The Testing And Commissioning Activities Shall Be Satisfactorily Completed Within The Time Required Under The Contract. Any Corrections Resulted From Errors In The Workmanship Or Design Made By The Contractor Which Were Found During The Conduct Of Testing And Commissioning Or Prior To The Rooftop Solar Pv System Operation Thereon, With The Resulting Extra Expenses Due To Repair Or Cost For The Replacement For Damaged Equipment/materials Shall Be Solely Charged To The Account Of The Contractor. Testing And Commissioning Shall Be Performed In A Systematic Process Whereby All Systems And Equipment Are Tested And Brought Into Operation And Performed Interactively According To The Design Intent And In Accordance With The Performance Criteria Set Upon. Equipment And Accessories Shall Be Inspected To Determine The Completeness Of The Pv System And Conformance In Accordance With The Specifications. All Testing Instruments Including Consumables, Temporary Structures, And Manpower Required For The Testing And Commissioning Activities Shall Be Provided And At The Account Of The Contractor. The Contractor Shall Ensure That The Rooftop Solar Pv System Operates With Zero Export To The Distribution Grid By Configuring Inverters To Clip Any Excess Energy Generated. The Contractor Shall Also Arrange The Joint Inspection With The Representatives Of Distribution Utility And The Office Of Building Official (if Applicable) To Conduct Demonstration Of The Required Features Of The Rooftop Solar Pv System. This Is For The Eventual Acceptance Of The System By The Du And Lgu-obo By Furnishing The Necessary Certificates. Pnoc Shall Release A “certificate Of Project Completion” After The Testing And Commissioning Provided That All Works Have Been Performed And All Issues Have Been Addressed. ● Testing And Commissioning Plan The Contractor Shall Submit Tcp/procedures Prior To The Conduct Of Testing And Commissioning For Pnoc’s Review And Approval. The Tcp Shall Include The Following Information: ✔ Itinerary (date) Of The Testing And Commissioning; ✔ Detailed Methodology And Step-by-step Procedures; ✔ List Of Tools And Equipment, Including Ppe, To Be Used; ✔ Manpower Requirement; ✔ Hazards And Safety Protocol; And ✔ Target Results Or Acceptance Criteria. ● Testing And Commissioning Works The Minimum Testing And Commissioning Shall Include The Following: ✔ Inspection And Calibration Of Tools And Testing Instruments; ✔ Visual And Physical (quality And Quantity) Inspection Of The Installed Equipment And Appurtenances; ✔ Torque Test Of All Terminations And Mounting; ✔ Continuity Test (open Circuit And Closed Circuit) Of All Breakers, Fuses, Switches, Protection Devices And Other Equipment With Circuitry; ✔ Insulation Test Of All Dc And Ac Wires Including Grounding (line-to-line And Line-to-ground); ✔ Open Circuit Voltage/ Short Circuit Current String Test; ✔ Polarity Test; ✔ Phase Sequence Test; ✔ Ac Operating Voltage Test; ✔ Inverter Synchronization Test; ✔ Inverter Frequency Test; ✔ Inverter Power Generation Test; ✔ Operating Voltage And Operating Current String Test; ✔ Thermal Scanning; ✔ Optimizer Device Functionality; ✔ Voltage Harmonic Rise - Should Not Be Greater Than 5% Or Inverter Specification (whichever Is Lower); ✔ Lighting Arrester Grounding And Counter Tests; ✔ Anti-islanding Test; ✔ Cease To Energize Test; And ✔ Other Necessary Tests The Minimum Tools And Equipment To Be Used Shall Include The Following: Torque Wrench; Clamp Meter; Irradiance Meter; Thermal Scanner; Power Quality Analyzer; 2-way Radios; Insulation Resistance Tester; Earth Ground Tester; And Lock-out/tag-out The Contractor May Use A Multi-function Instrument That Is Capable Of Performing The Testing And Commissioning Such As A Solar Pv Installation Tester. Personnel Who Will Conduct The Testing And Commissioning Shall Be Equipped With The Minimum Ppe: ✔ Safety Shoes (electrical Hazard Compliant); ✔ Safety Jacket; ✔ Safety Pants; ✔ Electrical Gloves (1kv); And ✔ Protective Eye Glass. The Contractor Shall Also Provide A First-aid Kit And Fire Extinguisher (dry Powder). ● Testing And Commissioning Report The Contractor Shall Submit The Tcr After The Completion Of The Testing And Commissioning. The Tcr Shall Be Reviewed And Accepted By Pnoc And Building Owner Representative(s). 4.5. Operation And Maintenance The Contractor Shall Perform A One-year O&m Support To Pnoc. The Contractor Shall Provide A Comprehensive One-year Maintenance Plan, Which Shall Include, But Not Limited To, Daily Monitoring Of System Performance, Preventive Maintenance And Repair Works, Technical Support In Case Of Unforeseen Decreasing Pv System Performance, And End-user Training. The Training Shall Include, But Not Limited To Lectures And On-site Strategy Covering The Methods Of Operation, Maintenance, Basic Troubleshooting, And Management Of The Facility. All Costs And Expenses For The Training, Except Those Incurred By Pnoc Which Include, But Not Limited To Their Own Transportation And Accommodation Expenses, Shall Be Borne By The Contractor. A Corresponding Certificate Of Completion Shall Be Issued To The Participants In The Training. During The One-year O&m, The Epcc Contractor Shall Guarantee The Minimum Annual Production Of 30,132.00 Kwh For The Rooftop Solar Pv System. If Ever The Minimum Annual Pv Production Was Not Achieved Mainly Due To Uncontrollable Factors, Then No Penalty Will Be Imposed On The Contractor. However, If Defects In Any Of The System Components, Especially In The Inverters, Are Found To Contribute To The Performance Issues Of The Pv System, Then The Contractor Shall Pay A Corresponding Compensation Equivalent To The Total Amount Of Revenue Lost To Pnoc From The Declared Minimum Annual Production Guarantee Of 30,132.00 Kwh. Moreover, The Cost Of Any And All Rework And/or Restoration Of Damaged Properties Due To The Contractor’s Poor Workmanship Or Negligence Shall Be Borne By The Contractor. 5. Deliverables The Contractor Shall Ensure That The Following Deliverables Must Be Provided To Pnoc With Physical Copies As The Official Submission And Electronic Copies As Advance Submissions. Any Later Correction And Changes Found Necessary By Pnoc, And All Resulting Additional Costs And/or Delays Shall Be Of The Contractor’s Account. Pnoc Reserves The Right To Reproduce Any Drawings Or Documents Received From The Contractor As May Be Necessary. The Contractor Shall Provide All The Necessary Deliverables Before The Start Of The Testing And Commissioning, Except For The Deliverables That Need To Be Submitted At Earlier Date For Review And Approval Of Pnoc (e.g., Detailed Project Plan And Timeline, Site And Energy Yield Assessment Reports, Detailed Project Designs And Engineering Plans, And Procurement Records And Equipment Warranties). 5.1. Documentation ● Detailed Project Plan And Timeline ● Site And Energy Yield Assessment Reports ● Detailed Project Designs And Engineering Plans ● Procurement Records ✔ Bill Of Materials ✔ Shop/fabrication Drawings ● Installation And Commissioning Reports ● Wiring And Termination Diagrams ● As-built Drawings (power & Control Circuits) And Electronic Programs/ladder Logic Diagrams ● Equipment And O&m Manuals ● List Of Necessary Spare Parts, Tools, And Consumables ● Warranty Certificates Of The Solar Panels And Balance Of System (bos) And All Other Applicable System Components And Tools 5.2. Performance Guarantees ● Assurance Of System Performance Metrics ● Warranty And Maintenance Agreements 5.3. Operation And Maintenance (o&m) ● Detailed One-year O&m Plan ● Regular Maintenance Schedule And Procedures ● Immediate Response And Repair Protocols ● Performance Monitoring And Reporting ● List Of Necessary Spare Parts, Tools, And Consumables 6. Commencement Date And Period Of Implementation The Commencement Date Of The Project Shall Be Upon Receipt Of Notice To Proceed (ntp). There Will Be Two (2) Main Activities For This Entire Engagement: The Epcc And O&m Support. The Duration Of The Epcc And O&m Support Shall Be Ninety (90) Maximum Days From The Receipt Date Of The Notice To Proceed And 365 Days From The Official Start Of Operation Of The 25 Kwp Rooftop Solar Pv System, Respectively. 7. Payment Terms Milestone Payments Will Be Adopted Where The Payment Shall Be Released Upon Reaching The Specific Project Milestone, To Ensure That These Conform To The Requirements Set For The Purpose. The Payments Are Subject To The Usual Government Accounting And Auditing Requirements. Hence, The Contractor Is Expected To Be Familiar With The Government Accounting And Auditing Manual (gaam). Project Milestone* Percentage Of Payment Completion Of Installation And Testing & Commissioning 90% Handover And Completion Of Training For Building Operators 10% *retention Money: 10% For Every Progress Billing. 8. Evaluation Criteria Bids Exceeding The Identified Approved Budget For The Contract (abc) Will Automatically Be Disqualified. The Selection Of The Contractor Will Be Based On: 8.1. Experience And Track Record In Similar Projects • Bidders Must Have Completed Solar Pv Contracts With A Minimum Total Aggregate Installed Capacity Of 1 Mwp, Where At Least Two (2) Contracts Must Be Fully Operational For The Last Two (2) Years, From The Date Of Bid Submission. • Must Be Compliant With The Iso 9001:2015 Standard On Quality Management System (qms). 8.2. Technical Expertise And Key Personnel The Contractor Shall Employ And Certify To Their Competency The Minimum Key Personnel Dedicated For The Project. Personnel Qty Qualifications Experience Project Manager 1 Shall Be Licensed Electrical Engineer ● Has Completed At Least Three (3) Solar Pv Projects, One (1) Of Which With At Least 50% Of The Project Capacity (kwp) ● Minimum Of Three (3) Years’ Experience In Solar Project Management Electrical Design Engineer 1 Shall Be Licensed Electrical Engineer ● Has Completed At Least Three (3) Solar Pv Projects, One (1) Of Which With At Least 50% Of The Project Capacity (kwp) ● Minimum Of Three (3) Years’ Experience In Design Of Solar Project Structural Design Engineer 1 Shall Be Licensed Civil Engineer ● Has Completed At Least Three (3) Solar Pv Projects, One (1) Of Which With At Least 50% Of The Project Capacity (kwp); Minimum Of Three (3) Years’ Experience In Structural Integrity Assessment Project Site Engineer 1 Shall Be Licensed Electrical Engineer ● Has Completed At Least Three (3) Years Of Experience In Project Supervision Of Solar Pv Projects, One (1) Of Which With At Least 50% Of The Project Capacity (kwp); Safety Officer 1 With Bachelor’s Degree And Either Bosh Or Cosh Certification ● Minimum Of Three (3) Years Of Experience In Construction. Qa/qc Engineer 1 Shall Be Licensed Electrical Engineer ● Minimum Of Three (3) Years Of Experience In Construction Of Solar Pv Projects. Testing And Commissioning Engineer 1 Shall Be Licensed Electrical Engineer ● Has Completed At Least Three ● (3) Years’ Experience In Testing And Commissioning Of Solar Pv Projects, One (1) Of Which With At Least 50% Of The Project Capacity (kwp); Must Have Adequate Knowledge In Inverter Programming Configuration And Programmable Logic Controllers. The Contractor May Nominate The Personnel In Dual Positions, Except For The Project Manager, For As Long As They Are Qualified And Capable Of Doing Multiple Tasks And With The Assurance That It Can Deliver The Work On Time Without Compromising The Quality. 8.2.1. Roles Of The Key Personnel ● Project Manager - Shall Be The Single Point Of Contact With Pnoc For All Matters Pertaining To The Project. The Project Manager Shall Always Be Available During Weekly Meetings And In Cases Where His/her Presence Is Needed. ● Electrical Design Engineer - Shall Be Responsible For The Engineering Design Of The Pv System. The Design Team Shall Always Be Available During Meetings Pertaining To The Design And Specifications. ● Structural Design Engineer – Shall Be Responsible For The Validation Of The Structural Integrity Of The Building(s). ● Project Site Engineer - Shall Be In-charge Of The Overall Supervision Of The Project Execution. The Project Engineer Shall Always Be Available At The Site During The Epcc. During The Three-year O&m Period, He/she Shall Conduct All Required O&m Activities For The Project. ● Safety Officer – Shall Ensure The Safety And Health Of All Personnel Involved In The Construction By Monitoring And Assessing Possible Hazards In The Area. ● Qa/qc Engineer – Shall Ensure That All Delivered Materials And Works Performed Are Within Standards And Specifications. ● Testing And Commissioning Engineer – Shall Lead The Proper Testing And Commissioning Of The Pv System. 9. Project Schedule As Part Of Bid Submission, The Contractor Shall Provide The Project Schedule, Which Should Include Key Milestones Such As: 9.1. Completion Of Site And Energy Yield Assessments. 9.2. Procurement And Delivery Of Equipment. 9.3. Completion Of Installation And Commissioning. 9.4. Handover And Training For Building Operators. 9.5. One-year O&m Period. The Contractor Shall Use Applicable Software Or Computer Programs In Presenting The Project Schedule. 10. Preliminary Design Drawings The Preliminary Design Shall Be Provided For The Rooftop Solar Pv System To Give An Overview Of The Project To Be Developed, As Part Of The Bid Submission Of The Contractor. This Must Be Adequate And Sufficient To Understand The Concept And Orientation Of The Pv System Being Proposed. Design Drawings Shall Be Submitted In A3 Size, Including, But Not Limited To The Following: Sheet Content Cover Page Project Title G / 1 List Of Drawings, Legend And General Notes G / 2 Project Location Map, Site Development Plan, Project Site Conditions And Technical Features E / 1 Tapping Point E / 2 Single Line/riser Diagram E / 3 Dc And Ac Load Schedule Calculation E / 4 Control And Monitoring System Topology E / 5 Solar Pv Array Stringing Plan E / 6 Dc, Ac And Communication Cable Routing Details E / 7 Proposed Grounding System Location And Wiring E / 8 Ct And Metering Installation E / 9 Lightning Arrester And Grounding S / 1 Solar Pv Array Mounting & Framing Details S / 2 Inverters Station And Tapping Point Station Details S / 3 Access Ladders/railings For Maintenance S / 4 Concrete Roof Deck Foundation And Calculation (as Needed) 11. Compliance With Industry Standards And Codes Without Limiting The Contractor’s Obligations, All Engineering And Construction/installation Works Performed, All Equipment Furnished, And All Tests Carried Out Under This Engagement Shall Be Undertaken In Accordance With The Latest Industry Standards And Regulation, Including, But Not Limited To The Following: ● Grid Code Or Distribution Code ● Distribution Services And Open Access Rules (dsoar) ● Philippine Electrical Code (pec) ● National Building Code Of The Philippines (nbcp) ● National Fire Protection Association Standards (nfpa) ● National Structural Code Of The Philippines (nscp) ● Revised Fire Code Of The Philippines Of 2008 ● International Electrotechnical Commission (iec) Standards ● Underwriter’s Laboratories Inc. (ul) And/or Factory Manual (fm) Or Equivalent Standards 12. Weekly Construction Meetings And Progress Reports The Contractor Shall Conduct Weekly Construction Meetings To Be Held Either On Site Or Online And Provide Progress Reports. Progress Reports Must Be Submitted To Pnoc Also At A Weekly Basis, Which Shall Include Program Of Work, Materials Delivery Status And Accomplishment And Target Report. For Urgent Matters, Pnoc May Advise Emergency Meetings. ● Program Of Work – Shall Include Pert/cpm, S-curve, Bar Chart, Manpower, And Equipment Utilization Schedule. The Contractor Shall Utilize Applicable Software Or Computer Programs In Presenting The Program Of Work. ● Materials Delivery Status – Shall Reflect The Status Of All Materials Being Procured Including The Descriptions, Quantity, Name Of Suppliers, Purchased Order Number, Eta Site, Etc. ● Accomplishment And Target Report – Shall Be Presented In Ms Powerpoint Or Equivalent. It Should Include The Percentage Of Weekly Accomplishments, Safety Reports And Targets. In Case Of Delays Or Slippage, The Contractor Shall Provide A Detailed “catch-up” Plan. 13. Workmanship Workmanship Shall Follow The Iso 9001:2015 Standard On Quality Management System (qms). The Contractor Shall Accept Full Responsibility For Its Work In The Design, Specifications, Procurement, Fabrication, Manufacture, Construction, Erection, Installation, Calibration And Testing, Quality Control, Documentation, Testing And Commissioning And Performance Testing. The Contractor Shall Be Responsible For The Safety And Security Of Its Personnel Within The Project Site(s) And Provide Proper Personal Protective Equipment (ppe). The Contractor Shall Also Be Responsible For All Compliance With The Distribution Utility (du) And Energy Regulatory Commission (erc) Requirements To Attain Smooth Synchronization And Commercial Operation. The Contractor Shall Be Deemed Solely Liable For All Its Suppliers And Subcontractors And Shall Compensate Pnoc Against All Third-party Claims Or Infringement Of Patent, Trademark, Or Industrial Design Rights Arising From Use Of The Supplied Equipment Or Any Part Thereof. 14. Certificate Of Acceptance Certificate Of Acceptance For Accomplished Works Shall Be Issued To The Contractor By Pnoc To Certify Its Successful Execution And Performance. ● A Certificate Of Partial Project Completion Shall Be Issued After The 90% Completion Of The Scope Of Work; And ● A Certificate Of Final Acceptance Shall Be Issued By Pnoc After The Completion Of The Defects And Liability Period And The Submission Of Warranty Certificates And Security. 15. Project Turnover The Project Shall Be Turned Over To Pnoc Upon Completion Of The Scope Of Work. The Contractor Shall Issue An Endorsement Letter For Proper Turnover. 16. Warranty Certificates The Contractor Shall Turnover The Warranty Certificates For The Following Structures And Equipment To Pnoc Prior To Issuance Of Certificate Of Final Acceptance: ● A Twenty-five (25)-year Linear Power Warranty From The Manufacturer On The Solar Pv Modules With At Least Eighty Percent (80%) Power Output Guaranteed At Twenty-five (25) Years. The Solar Pv Module Manufacturer Shall Confirm That The Warranty Applies On An “as Installed Basis,” I.e., It Will Confirm The Modules Were Installed According To Its Requirements And Specifications For Installation. ● A Fifteen (15)-year Warranty On The Permanent Structures Which Include Mounting And Racking Systems Used In The Rooftop Solar Pv System. ● A Ten (10)-year Warranty From The Manufacturer On The Solar Pv Modules. The Pv Module-manufacturer Shall Confirm That The Warranty Applies On An “as Installed Basis,” I.e., It Will Confirm The Pv Modules Were Installed According To Its Requirements And Specifications For Installation. ● A Five (5)-year Warranty From The Manufacturer On The Inverters. The Inverter Manufacturer Shall Confirm That The Warranty Applies On An “as Installed Basis,” I.e., It Will Confirm The Inverters Were Installed According To Its Requirements And Specifications For Installation. ● A One (1)-year Warranty For Safety And Protection Devices, Cables, Instrumentation, And Control/ Communication Devices Including Software, Ip Cameras And Web Portal And All Other Accessories Used In The Solar Pv System. 17. Defects And Liability Period Defects And Liability Period Shall Include Servicing Of Defective Goods And Services Under The Warranty Obligations And Conditions Stipulated In The Contract. Repairs, Troubleshooting, And Other After-sales Support To Commence Within Seven (7) Calendar Days Upon Receipt Of Notification From Pnoc. Replacement For Locally Available Components Shall Not Exceed Fifteen (15) Calendar Days Upon Receipt Of Notification From Pnoc. Replacement For Imported Components Shall Not Exceed Sixty (60) Calendar Days Upon Receipt Of Notification From Pnoc. 18. Spare Parts, Tools, And Consumables The Contractor Shall Supply The Necessary Spare Parts, Tools, And Consumables For The Installation, Testing And Commissioning, As Well As The Operation And Maintenance Of The Project. These Items Will Be Turned Over To Pnoc Upon Completion Of Testing And Commissioning. Particulars Qty Unit Electrical Pliers 6" 1 Unit Electrical Pliers 8" 1 Unit Long Nose Pliers 6" 1 Unit Long Nose Pliers 8" 1 Unit Side Cutter Pliers 6" 1 Unit Side Cutter Pliers 8" 1 Unit Allen Wrench (black Iron), Metric 1 Set Crimping Tools (rj45) 1 Unit Screwdriver (flat, 8") 1 Unit Screwdriver (cross, 8") 1 Unit Adjustable Wrench 1 Unit Combination Wrench (applicable Sizes) 1 Set Toolbox 20" (big) 1 Unit Clamp Meter (1,000volts; With Rogowski Coil) 1 Unit Vice Grip 8" 1 Unit Torque Wrench 3/8” Square Drive With Complete Set Of Sockets (solar Pv For Distribution Panel) 1 Set Portable Washer With Pump, 7.5mpa Pressure, 5 Liter/minute 1 Unit 16 Ton Quick Hydraulic Crimper Cable Plier Tool Kit, 16-300mm/11 Die 1 Unit Dry Chemical Fire Extinguisher (10 Pounds) 1 Unit Rj 45 Connector (100pcs Per Pack) 1 Pack Electrical Tape (0.16mm X 19mm X 8meters; Black) 5 Roll Cable Tie (uv Resistant; 12”; 100pcs Per Pack) 1 Pack Rubber Tape (18mm X 8meters; Black) 1 Length Others (please Specify, If Needed) 19. Allied Services 19.1. Markings And Labeling The Contractor Shall Provide Markings And Labelling On All Electrical Equipment (including Wires) In Accordance With Applicable Codes And Standards Or As Otherwise Agreed Upon With The Building Owner. Markings Shall Be Clearly Visible, Located Visibly On The Equipment, Constructed And Installed To Remain Eligible For The Whole Of The Design’s Life Of 25 Years. The Marking And Labeling Shall Be Compliant With The Following Codes: ● Pec Article 6.90 And Article 1.10 ● Ul 696 19.2. Safety Signages And Fire Extinguishers The Contractor Shall Provide Safety Signages As Per Standards Including Warnings For High Voltage, Cable Burial, Etc. The Contractor Shall Likewise Provide A Fire Extinguisher To Be Mounted Near Each Of The Identified Solar Array Stations, Inverter Station And Tapping Point Station As Per Design Drawings. 19.3. Power Supply The Contractor Shall Provide Power Supply, Complete With Protection Devices (e.g., Circuit Breakers, Avr, Etc.) For Equipment That Will Require Power Such As Poe Hub, Inverter Controller, Router, Etc. The Contractor Shall Identify The Location Of The Tapping Source And Request Permission To The Building Owner. 19.4. Water Source The Contractor Shall Coordinate With The Building Owner For The Location Of The Water Source To Be Used During Maintenance (e.g., Pv Module Cleaning). 19.5. Canopy In Case An Inverter Station Or Any Equipment Is Placed Outdoors, A Canopy Shall Be Provided As Per Manufacturer’s Standards And Recommendation. 19.6. Access Platforms, Stairs And Safety Handrails The Contractor Shall Provide Access Such As Sufficient Portable Access Ladder Along The Pv Facility For Safety And Protection During Construction And Pnoc’s Operations And Maintenance. The Contractor Shall Provide Anchors At Strategic Locations For Safety Harnesses. 19.7. Relocation Or Modification Of Existing Structures The Pv System Shall Be Designed With No Requirement For Relocation Or Modification Of The Existing Structures. In Extreme Cases When Relocation Or Modification Of Existing Structures Is Necessary, The Contractor Shall Submit Modification Or Relocation Plan To Ensure That The Structures Shall Be Maintained, Restored Or Upgraded. 20. Available Data And Schedule Of Site Inspection Potential Bidders Can Access The Relevant Site Data (e.g., Electric Consumption Information, Plans, And Drawings) Via The Following Link: • Https://bit.ly/carmona-water-district The Site Inspection Is Scheduled For October 22 And 25, From 9:00 Am To 12:00 Pm (can Be Subject To Change). Bidders Must Inform Pnoc Representatives In Advance Using The Contact Details Provided Below: • Louie Aaron L. Razon: +639564761790 • Richard Miguel D. Allauigan Jr.: +639178460403 • Patrick Jose Iv V. Andaya: +639369318841 21. Technical Specifications And Standards 21.1. Design Calculations The Design Of The Pv System Shall Be For A Minimum Service Life Of Twenty-five (25) Years. Design Shall Consider Service Conditions That Will Affect The Performance Of The Solar Pv System Such As Irradiation, Uv Radiation, Temperature Variations, Rainfall Intensity, Humidity, Pollution Etc. Design Shall Be Able To Protect And Harness The Equipment From Natural Calamities Such As Earthquake, Tropical Typhoons, Cyclones And Wind Gustiness Prevailing In The Philippines. 21.1.1. Electrical Design Maximum Dc Voltage Per String Shall Not Exceed 1500 Volts At A Temperature Of 15 Degrees Celsius. Minimum Dc Voltage Per String Shall Be More Than The “minimum Input Voltage” Of The Inverter At A Temperature Of 50 Degrees Celsius. Minimum Dc Voltage Per String After 20 Years Shall Be More Than The “minimum Input Voltage” Of The Inverter At A Temperature Of 50 Degrees Celsius. Maximum Dc Power Per Array (combination Of Strings) Shall Be Less Than The Maximum Allowable Generator Power Of Inverter. Maximum Voltage Drop Between Equipment To Equipment Shall Not Exceed 1% On Dc System And 5% On Ac System. 21.1.2. Structural Design Seismic Loading Shall Be Selected To Ensure The Performance Criteria Set Out Below Are Achieved: ● All System’s Components Which Are Critical To The Generation Of Electricity Shall Remain Undamaged And Operational Following A Moderate Earthquake; ● In Case Of A Massive Earthquake, The Damage To Structures And Equipment Shall Be Limited To That Which Can Be Repaired Sufficiently Quickly For The Generation Of Electricity To Resume Safely Within Thirty (30) Days, Unless Otherwise The Main Building Has Collapsed; And ● Potential Costs Of Repair Or Replacement And The Duration Of Inability To Generate Electricity After A Large Seismic Event Shall Be Minimized. The Wind Resistant Design Required For The Facility Shall Be At Minimum Of 270 Kph. In Case The Basis For Wind Resistant Design In The Latest National Structural Code Of The Philippines (nscp) Is Higher, Then Nscp Shall Govern. 21.2. Minimum Pv System Components Specifications 21.2.1. Solar Pv Modules The Modules Must Follow The Iec 61215 Standards (i.e., Crystalline Silicon Terrestrial Photovoltaic Modules; Design Qualification And Type). These Shall Be Made Of Monocrystalline Material Solar Cells, Tested In Extreme Weather Conditions, And Equipped With Safety Protection Mechanisms. These Shall Also Have A Minimum Efficiency Of 17% At Standard Testing Conditions (stc). The Solar Pv Panels Supplied Must Include A Performance Warranty Guaranteeing No More Than 2% Efficiency Degradation In The First Year And No More Than 0.5% Annual Degradation Thereafter. At The End Of 25 Years, The Panels Must Still Produce At Least 85% Of Their Original Rated Power Output. The Solar Pv Modules Supplied Must Be Manufactured By A Tier 1 Manufacturer As Defined By Industry-recognized Standards Such As Bloomberg New Energy Finance (bnef) Or Equivalent. 21.2.2. Pv Mounting System The Pv Mounting System Shall Be Suited To The Environment And Atmospheric Conditions (e.g., Corrosion, Salt). Structures Shall Be Fixed, Metallic And Have Appropriate Design And Adequate Strength Which Can Withstand The Load Of The Modules, Cyclonic And High Wind Velocities As Applicable To The Site Condition. The Material Shall Be Robust And Non-corrosive, Made From Anodized Structural Grade Aluminum 6005 T5 And/or Stainless-steel Components Or Equivalent. Use Of Different Metals Shall Be Avoided Where Practically Possible To Prevent Galvanic Corrosion. The Structure Shall Prevent Water Accumulation. The Mounting System Must Be Compliant To As/nzs1170.2:2011 Amdt 2-2012 Standard Or Equivalent. 21.2.3. Inverter The Inverter To Be Used Shall Be String Type, Weatherproof And Equipped With A Safety Protection Mechanism. The Inverter Shall Be Compatible With The Existing Electrical System. The Inverter And Its Appurtenances Shall Be State-of-the-art With Energy Management And Communication System And Maximum Power Point Trackers (mppt) For Optimum Performance. The Inverter Shall Have Efficiency Of Not Less Than 98.5%, With A 10-year Guaranteed Service Life. It Also Must Have The Following Minimum Communication Specifications: Wlan/ethernet, Wi-fi, And 4g/3g/2g. The Mounting Shall Be Robust And Non-corrosive, Made From Hot-dipped Galvanized Structural Steel Or Equivalent. The Foundation Shall Be Fixed And Secured. The Inverter Shall Have Adequate Spacing, Free From Obstructions And Well Ventilated. 21.2.4. Inverter Controller The Inverter Controller Shall Be The Central Communication Unit For System Monitoring, Recording Data And Controlling. It Shall Be Capable Of Interconnection Of Other Measuring Devices Such As Solarimeter, Weather-meter, Etc. 21.2.5. Dc Combiner In Cases Where Design Requires The Need For A Dc Combiner, The Dc Combiner Shall Be Made Of Glass-fiber Reinforced Polyester Material Or Approved Equivalent. Enclosure Protection Shall Be Sealed, Dust Proof, Vermin, Waterproof And Sturdy – Compliant To Ip65/nema 3r Or Equivalent. Mounting May Be Wall-mounted Type Or Stand-alone Support. The Dimensions And Thickness Are As Per Manufacturer’s Standard. It Shall Be Rated 1500vdc Minimum. The Dc Combiner Shall Have Appropriate Cable Entry Points, With Cable Glands, Fitted For Input And Output Cables And A Lockable Door. The Dc Combiner Shall Be Equipped With Auxiliaries Such As Circuit Breakers, Surge Protection Devices And Grounding Terminals, Mounted On Din Rail Or Equivalent And With Adequate Spacing For Easy Termination And Testing. Auxiliaries Shall Conform To Iec Standards Or Equivalent. All Circuit Breakers And Fuses Shall Be Compliant With Iec 60947 Part I-iii, Is 60947 Part I-iii And En 50521 Or Equivalent. The Voltage Rating Shall Be A Minimum Of 1000vdc. The Ampere Trip/ampere Frame, Number Of Poles And Other Mechanical Parameters Shall Be As Per Design Standards. 21.2.6. Ac Combiner Enclosure Protection Shall Be Sealed, Dust Proof, Vermin, Waterproof And Sturdy – Compliant To Ip65/nema 3r Or Equivalent. Mounting May Be Wall-mounted Type Or Stand-alone Support. The Dimensions And Thickness Are As Per Manufacturer’s Standard. It Shall Be Rated 0.6/1kv Minimum. The Ac Collector Shall Have Appropriate Cable Entry Points, With Cable Glands, Fitted For Input And Output Cables And Lockable Doors. The Ac Collector Shall Be Equipped With Auxiliaries Such As Circuit Breakers (mounted On Busbar With Adequate Spacer) And Neutral And Grounding Terminal Mounted On Din Rail Or Equivalent And With Adequate Spacing For Easy Termination And Testing. Auxiliaries Shall Conform To Iec Standards Or Equivalent. All Circuit Breakers Shall Be Compliant With Iec 60947 Part I-iii, Is 60947 Part I-iii And En 50521 Or Equivalent. The Minimum Voltage Rating Shall Be Equivalent To Inverter Output Voltage. The Ampere Trip/ampere Frame, Number Of Poles And Other Mechanical Parameters Shall Be As Per Design Standards. 21.2.7. Transformer In Cases Where Design Requires The Need For A Transformer, The Transformer Configuration Shall Be Based On The System Configuration Or Topology Between The Inverter I.e., Tn-s, Tn-c, Tn-c-s, Tt And It And Grounding Configuration And Voltage. Depending On The Location, The Transformer Shall Either Be Outdoor Type Or Indoor Type In Compliance With Nema Or Ip Standards. The Compartment Shall Be Metal-enclosed And Non-corrosive. The Transformer Shall Be Dry-type, Self-cooled And Floor Mounted. The Foundation Shall Be Equipped With An Anti-vibration Pad Or Equivalent. The Transformer Shall Be Ul/iec Listed Or Equivalent. 21.2.8. Transient Voltage Surge Suppressor With Isolation Switch The Tvss Shall Be Capable Of Bi-directional Filtering Of Harmonics And Surges That May Be Created From The Pv System And From The Grid. The Surge Protection Devices Shall Be Compatible With The Existing Electrical System. The Ampere-interrupting Capacity (aic) Rating Of The Devices Shall Be Equal To Or Greater Than The Available Fault Current To Which They Might Be Subjected. Enclosure Protection Shall Be Sealed, Dust Proof, Vermin, Waterproof And Sturdy – Compliant To Ip65/nema 3r Or Equivalent. It Shall Be Rated 0.6/1kv Minimum. 21.2.9. Pv Generation (revenue) Meter Including Ct/pt And Terminals The Pv Generation (revenue) Meter Shall Be Digital Multi-function Power Meters Complete With Cts And Potential Fuses. The Meter Shall Conform To The Following Minimum Requirements: ● Iec Or Ansi Revenue Metering Standards (i.e., Class 0.3 Accuracy); And ● Capable Of Providing Outputs And Terminal Strips For Remote Monitoring And Data Acquisition Using Rs485 Or Equivalent. The Meter Shall Be Boxed In A Standard Enclosure With A Viewing Window Made Of Fiberglass Or Equivalent. 21.2.10. Ecb Main Disconnect Switch The Enclosed Circuit Breaker Shall Act As The Main Fault Current Protection Device And Disconnect Switch To Isolate The Solar Pv System From The Existing Electrical System. Enclosure Protection Shall Be Sealed, Dust Proof, Vermin, Waterproof And Sturdy – Compliant To Ip65/nema 3r Or Equivalent. The Dimensions And Thickness As Per Manufacturer’s Standard. It Shall Be Rated 0.6/1kv Minimum. The Circuit Breaker Shall Be Compliant With Iec 60947 Part I-iii, Is 60947 Part I-iii And En 50521 Or Equivalent. The Minimum Voltage Rating Shall Be Equivalent To System Voltage. The Ampere Trip/ampere Frame, Number Of Poles And Other Mechanical Parameters Shall Be As Per Design Standards. 21.2.11. Cables Pv Cables Shall Be Copper Type. It Shall Be Uv-rated, Sunlight-resistant, Water-proof Protection And Manufactured Under Ul Standard. It Shall Be Designed And Manufactured In Accordance With: ● Iec 60811: Insulation And Fire Protection ● Iec 60227 And Iec 60502: Design ● Iec 60228: Conductors ● Ul 1581 (xeno-test), Iso 4892-2 (method A) Or Hd 506/a1-2.4.20: Dc Solar Cables All Power Cables Shall Be Of Xlpe Insulated With Pvc Sheathed, 0.6/1kv Single Or Multicore, Stranded Copper Conductor. The Conductor Shall Be Made From Electrical Purity Copper For Power Cables And Annealed High Conductivity Copper For Control Cables. Conductors Shall Be Stranded For Copper Power Cables And Solid For Copper Control Cables. All Cables Shall Be Designed To Withstand The Mechanical, Electrical, And Thermal Stresses Under The Steady State And Transient/ Fault Conditions. All Cables Shall Be Suitable For High Ambient Temperature, High Humidity And Tropical Climatic Conditions. All Cables Shall Be Color Coded As Per Iec 60364 And Should Be Provided With Tag/marking. All Cable Ties Should Be Uv Protected And Can Withstand High Heat Stress Without Damaging The Cables. Cable Ties Shall Conform To En 50146 And Iec 62275 Standards. Cables To Be Supplied Are Categorized As Follows: Particular Description Requirement Pv String Cables Cables From Pv Strings To Dc Enclosures Must Be 2 X 6mm2 Dc Enclosure Cables Cables From Dc Enclosures To Inverters As Per Pec Standards Inverter Cables Cables From Inverters To Ac Collector As Per Pec Standards Ac Collector Cables Cables From Ac Collector To Transformer As Per Pec Standards Transformer Cables Cables From Transformer To Ecb For Disconnect Switch As Per Pec Standards Tapping Point Cables Cables From Ecb For Disconnect Switch To Tapping Point As Per Pec Standards Grounding Cables Cables For Grounding As Per Pec Standards Neutral Cables Cables For Neutral As Per Pec Standards Communication Cables Cables For Controls And Monitoring Utp, Ethernet, Cat5/cat6 Power Supply Cables Cables For 220-240v Power Supply As Per Pec Standards 21.2.12. Raceways (cable Trays, Conduits, Pvc Pipes And Fittings, Accessories) Cable Trays And Fittings Shall Be Hot-dipped Galvanized With A Minimum Of 2mm Thickness In Accordance With Iec Standards Or Equivalent. Conduit Shall Be Rigid Steel In Accordance With Iec Standards Or Equivalent. Pvc Systems That Are To Be Buried Underground Shall Conform To Iec 61386 Part 24 Standards Or Equivalent. Raceways Shall Be Color Coded As Per Standards Or As Per Existing Color Coding Of The Building. 21.2.13. Lightning Arrester And Grounding System In Cases Where Design Requires The Need For A Lightning Arrester And Grounding System, The Lightning Protection Shall Be Made Of Conventional Lightning Protection Or The Early Streamers Emission (ese) Type. It Shall Be Equipped With A Lightning Strike Counter. The Protection Radius Shall Cover The Whole Solar Pv Facility. The Grounding System Shall Have A Maximum Resistivity Of 5 Ohms. The Size And Diameter Of Bare Copper And Grounding Rod Shall Be As Per Standard. The Safety Protection Devices Shall Provide Optimum Filtering In Relation To The Specification Of Inverter And Pv Panels. The Surge Protection Device Shall Be Compact And Shall Comply In Accordance With The Ul 1449 3rd Edition Testing, Ansi/ieee C62 And Ansi/ieee Std. 1100-1999 The Surge Protection Devices Shall Be Compatible With The Existing Electrical System. The Ampere-interrupting Capacity (aic) Rating Of The Devices Shall Be Equal To Or Greater Than The Available Fault Current To Which They Might Be Subjected. The Grounding Wires Shall Be Placed In A Standard Uv-rated Pvc Or Equivalent. 21.2.14. Pv Monitoring And Data Acquisition System (internet Connection) The Pv Monitoring And Data Acquisition System Shall Be Capable Of Both Remote And Onsite Access And Monitoring Via A Subscription-free Online Platform. The System Shall Be Able To Provide The Following Minimum Data: ● Energy Generation (kwh); ● Power (kw); ● Power Factor; ● Voltage; ● Current; ● Irradiance; ● Weather; And ● Temperature The System Shall Be Capable Of Detecting Failures And Fault Conditions. Data Transmission Shall Be Real-time And Shall Be Equipped With Safety And High-security Protocol. The Data Shall Be Displayed In Graphical Trends And In Figures. Historical Data Shall Be Available For A Minimum Of One (1) Year. 21.2.15. Cctv/ip Surveillance Camera The Cctv/ip Surveillance Camera Shall Be Capable Of Onsite Monitoring, Continuous Recording, And Remote Access And Monitoring Via A Subscription-free Online Platform. Viewing Shall Be Real-time And Can Operate 24/7. Video Recording Shall Be Capable For A Minimum Of One (1) Month. The Camera Shall Be Robust, Weatherproof And With High-resolution. Type Fixed Bullet Video Camera 2 Units Resolution 1080hd Enclosure Weatherproof, Outdoor Ip65 Or Equivalent, Minimum Hard Disk Drive 2tb Sata 6.0gb/s Cache 64mb Surveillance Type Nvr Minimum 8 Channel Ip Camera, Resolution Minimum Of 1920x1080 Poe Hub/switch 8 Ports Cpe/router/modem 1 × Usb 2.0 Port For Connecting 4g/3g Modem As Wan Backup; 4 × Gigabit Wan/lan Ports; Non-wifi Router 21.2.16. Communication And Control Cables, Radio Transmission Or Fiber Optics Or Equivalent If Long Distance Controls Are Needed, A Radio Transmission Or Fiber Optics Or Any Equivalent Communication Protocol May Be Used. In The Case Of Wireless Communication, It Shall Be Equipped With Reliable Communication Equipment Such That It Will Not Create Unacceptable Delays And Interference That Would Compromise The Operability Of The Whole System.

Details: Description Project Title : Repair/renovation Of Doña Felomina Building Location : Devmh Compound, Bood, Ubay, Bohol Estimated Project Cost : Php 10,000,000.00 Terms Of Reference Summary Of Works A. General Requirements I. Mobilization/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. Ii. Permits And Licenses • Process And Submit Electrical Design Review Including Sign And Seal Of Electrical Plans, Electrical Review, Analysis, Computations And Signature Of Pee On Electrical Plans And Including All Forms And Plans For The Application Of Permit To Construct (ptc) For Doh Licensing. Design And Analysis Should Be Submitted Prior To Commencement Of Civil Works. Iii. Temporary Facilities • Temporary Facilities Shall Be Provided During The Construction Period And Will Be Constructed Within The Hospital Compound, Which Shall Serve As The Field Office, Storage Of Materials And Bunkhouse For The Workers. The Contractor Shall Provide And Maintain Temporary Power & Lighting, Temporary Water Service & Security Within The Construction Site. Iv. Health, Safety & Environment Control (complete Ppe, Safety Equipment & Devices & Safety Accessories And Signages) • Safety/warning Signage Must Be Placed By The Contractor On The Construction Area With Clear Demarcation Of Construction Zones To Prevent Unauthorized Access. • Detours And Closures: Provide Directions For Alternate Routes And Notice Of Any Closed Areas. • Hazard Notifications: Provide Signs Indicating Potential Dangers In Construction Areas (e.g., "hard Hat Area," "no Entry"). • Emergency Information: Clear Guidance On Emergency Exits And Procedures During Construction. • Fall Protection: Always Use Safety Harnesses And Guardrails. • Weather Conditions: Avoid Dismantling In High Winds, Rain, Or Extreme Temperatures. • Team Communication: Maintain Clear Communication Among Team Members And Healthcare Facility Engineering Team To Coordinate Movements And Tasks. V. As-built (record) Drawings & Related Documents • Submit One (1) Completed Set Of Signed And Sealed As-built Plans (whiteprint Copy) • Submit One (1) Set Of Electronic Files Of Signed And Sealed As-built Plans (cadd Editable File) • The Drawings Shall Be Supplemented With Descriptive Specification As Appropriate To Clearly Record The Exact Form And Content Of Work Described In This Specification And On The Drawings. • Maintain A Complete And Accurate Record Of All Changes Or Deviations To The Contract Documents And Shop Drawings In The Trade Contractor’s Field Office. Such Record Copy Shall Indicate The Work As Actually Constructed And Be Available For Hospital Appointed Engineer To Review. • Incorporate All Minor Revisions And Clarifications Noted Thru The Field Modification Process Which May Not Necessarily Be Shown On The Architectural Drawings Or Issued As Addenda, Bulletins, Or Change Orders. • Field Changes Shall Be Neatly And Correctly Shown On One Set Of Record Prints On A Daily Basis By The Foreman, Or Superintendent Of Are Each Trade; And This Set Will Act As A Record Set At Completion Of The Work And Is Intended To Be Of Assistance To The Trade Contractor In Preparing Record Documents. Vi. Material Sustainability • The Contractor Shall Use At Least Ten Percent (10%) Locally Manufactured Materials For The Project. Submit Purchase Order And Other Supporting Documents As Evidence. • The Contractor Shall Avoid Using Building Materials/products That Contain Toxic Chemicals Or Use Materials That Are Low In Volatile Organic Compound. Please Refer To The Following • Materials Specification As Stated On This Terms Of Reference. • The Contractor Shall Only Used Light Bulbs And Electrical Devices With More Efficient Models And Type As Specified On Approved And Signed Bill Of Quantities (e.g. Led Bulbs). Submit Purchase Order And Other Supporting Documents As Evidence. • The Contractor Shall Conform To The Following Painting And Other Wet Applied Materials (such As Coatings, Sealants) Requirements: 1. Only Qualified Products With Mpi "environmentally Friendly" E1 E2 E3 Rating Will Be Used. Paints, Coatings, Thinners, Solvents, Cleaners And Other Fluids Used In Repainting, Shall:  Not Contain Methylene Chloride, Chlorinated Hydrocarbons, Toxic Metal Pigments.  Be Manufactured Without Compounds Which Contribute To Ozone Depletion In The Upper Atmosphere.  Be Manufactured Without Compounds Which Contribute To Smog In The Lower Atmosphere. Be Manufactured In A Manner Where Matter Generating A 'biochemical Oxygen Demand' (bod) In Undiluted Production Plant Effluent Discharged To A Natural Watercourse Or A Sewage Treatment Facility Lacking Secondary Treatment Does Not Exceed 15 Mg/l.  Be Manufactured In A Manner Where The Total Suspended Solids (tss) Content In Undiluted Production Plant Effluent Discharged To A Natural Watercourse Or A Sewage Treatment Facility Lacking Secondary Treatment Does Not Exceed 15 Mg/l. 2. Paints And Coatings Must Be Manufactured And Transported In A Manner That Steps Of Processes, Including Disposal Of Waste Products Arising There From, Will Meet Requirements Of Applicable Governmental Acts, By-laws And Regulations In The Philippines. 3. Paints And Coatings Must Not Be Formulated Or Manufactured With Formaldehyde, Halogenated Solvents, Mercury, Lead, Cadmium, Hexavalent Chromium Or Their Compounds. Eco Labeled. 4. Anti-corrosive Coatings: Provide A Certification By The Manufacturer That Products Supplied Comply With The Volatile Organic Compound (voc) And Chemical Component Restrictions Of Green Seal Environmental Standard Gc-03, If The Product Is An Anti-corrosive Coating Applied Indoors And On-site. 5. Other Interior Coatings: If The Product Is Applied Indoors And On-site, And Not Covered By Both The Green Seal Environmental Standard Gs-11 And Standard Gc-03, Provide A Certification By The Manufacturer That Products Supplied Comply With The Chemical Component Restrictions Of The Green Seal Environmental Standard Gs-11, Paints, And Comply With The Volatile Organic Compound (voc) Restrictions Of The State Of California Air Resources Board (carb) Suggested Control Measure For Architectural Coatings, And The South Coast Air Quality Management District Rule 1113: Architectural Coatings B. Civil Works I. Site Works • The Contractor Shall Be Responsible In Setting Out Reference Lines, Elevations (lines And Grades) Prior And During The Execution Of The Works. All References Shall Be Maintained And Protected By The Contractor At His Own Expense. Disturbed References Shall Be Restored To Its Original Position Without Extra Cost To The Healthcare Facility. • Work Includes But Is Not Limited To:  Demolition/clearing Works For Ceiling  Demolition/clearing Works For Concrete Walls  Chipping Of Existing Tile Setting Ii. Structural & Concrete Works (refer Applicable Sections On Chapter 4 Of The Nscp, For Quality Of Materials, Workmanship, Execution, Acceptance, Etc.) Iii.1. General • Provide All Labor, Materials, Equipment, Transportation, And Services Required To Complete All Work Specified Herein Indicated Or As Shown On The Drawings. • Work Includes But Is Not Limited To:  Wall Footing, 3500 Psi  Concrete Countertop Sink, 3500 Psi  Stiffener Columns And Lintel Beams At Door And Window Openings, Every 3m Width And 2.1m Height Of Chb 2500 Psi Iii.2. Standards • Except As Modified By Governing Codes And By Contract Documents, Comply With The Provisions And Recommendations Of The Following, Latest Edition:  Ansi American National Standards Institute  Astm American Society For Testing Of Materials  Aci American Concrete Institute  Nbcp National Building Code Of The Philippines And Its Revised Irr  Nscp National Structural Code Of The Philippines Iii.3. Concrete • Structural Concrete – Concrete Pouring Using Concrete Strength 3,500 Psi, Class Aa Ready Mix Or Job Mixed Concrete Together With The Concrete Cylinder Sample For Testing Materials. • Concrete Mix Shall Be Subject To Adjustment To Attain The Required Strength Or Desired Mix Consistency, Subject To Approval Of The Hospital Engineer. • Portland Cement, Type 1 • Manufactured Or River-run Run Gravel For Structural Concrete, ¾ “max Properly Graded” • Washed Sand For Structural Concrete • Water: Use Potable Water Free From Alkaline Or Deleterious Substance That May Affect The Strength Of Concrete. Use Of Rain Water Will Not Be Permitted. • All Materials Shall Be Free From Clay, Lumps Or Any Deleterious Object Or Matter That Will Impair The Strength Of Concrete. • Mixing Shall Be Thoroughly Done In A Mixer Of An Approved Size And Type To Insure A Uniform Distribution Of The Materials Throughout The Mass. • Site-mixed Concrete (job Mixed Concrete) - All Structural Concrete Shall Be Machine-mixed For At Least 1 ½ Minutes After All Materials Including Water Are In The Mixing Drum. No Hand Mixing Shall Be Allowed, Except In Case Of Emergency Of Breakdown During Pouring Operations. • Ready-mixed Concrete - Mixed And Delivered From A Plant Approved By The Project Manager, And Shall Be In Strict Compliance With The Requirements Set Forth In Astm C94. • Concrete Shall Be Placed Only After All Formworks, Materials To Be Embedded, And Preparation Of Surface Involved In The Placing Have Been Inspected And Approved By The Hospital Engineer. The Contractor Shall Provide Equipment And Shall Employ Methods That Will Minimize Separation Of Aggregates From The Concrete Mix. Concrete In Columns Shall Be Placed In One Continuous Operation. Concrete In Girders, Beams And Slabs In Superstructures Shall Be Poured In A Monolithic And Continuous Manner. No Construction Joint Shall Be Allowed On Any Part Of The Structure Without The Approval Of The Hospital Engineer. • Slump Of Concrete Shall Not Exceed 3 Inches • Placement Of Concrete Shall Be In Accordance To Standard Norms, When Using Portable Concrete Mixers. • Cure Concrete Sprinkling Water And Wetted Continuously For 7-day Period. Iii.4. Thermal Moisture Protection • Except As Modified By Governing Codes And By Contract Documents, Comply With The Provisions And Recommendations Of The Following, Latest Edition:  Ansi American National Standards Institute  Astm American Society For Testing Of Materials  Aci American Concrete Institute  Nbcp National Building Code Of The Philippines And Its Revised Irr  Nscp National Structural Code Of The Philippines Iii.5. Steel Reinforcements • Steel Reinforcements Shall Be Astm A615, Deformed Steel Bars, Grade 40. • Supply, Fabricate And Install Reinforcing Steel As Shown On Drawings. Placing Of Steel Reinforcements Shall Be In Accordance With Current Industry (local) Code (or Aci-347). • Secure The Reinforcements Using #16 G.i. Tie Wires. • Steel Reinforcement Shall Be Provided Together With All The Necessary Tie Wires, Spacers, Support And Other Necessary Devices. Reinforcing Steel Shall Be Accurately Cut And Bent In Accordance With The Approved Detailed Reinforcement Drawings. The Hospital Engineer May Require The Contractor To Prepare And Submit Bar Cutting Schedule Prior To Fabrication Of Reinforcing Steel Bars. • Steel Reinforcements Shall Be Free From Mill Scales, Rusts, Oils, Contamination That Will Impair The Bonding Property To Concrete. Iii.6. Structural Steel, Metal Works And Stainless Ladder (refer Chapter 5 Of The Nscp) • Provide All Labor, Materials, Equipment, Transportation, And Services Required To Complete All Work Specified Herein Indicated Or As Shown On The Drawings. • Work Includes But Is Not Limited To:  Prefabrication Of Stainless Steel 304 Ladder Handle, And Manhole Cover. • Materials Steel And Metals For The Works Shall Meet The Requirements Of Astm A36, Hot-rolled Shapes And Plates. • All Steels Shall Be Primed With Epoxy-based Paint With -2- Finish Coats, Color Sample Must Be Submitted To Architect’s/engineer’s For Approval. Substrate Preparation Shall Meet The Requirements Of The Applicable Clauses Of The Steel Structures Painting Council, For Industrial Type Of Construction. All Surfaces Shall Be Free From Mill Scale, Rusts, Oils Or Any Contaminants Detrimental To Adhesion Of Paint. • Welding Works Shall Be In Accordance With Structural Welding Code (american Welding Society-d1.1, Latest Edition). Welding Electrodes Shall Be E6013 And E6012, Minimum, Meeting The Requirements Of Aws A.5. All Welders Shall Meet The Qualifications Under The Aws Codes And Standards. • All Works Under This Item Shall Be Subject To Verification By The Engineer Prior To Commencement Of Fabrication. Contractor Is To Submit Shop Drawings For Architect’s/engineer’s Review Prior To Execution. Iii.7. Formworks • All Forms Shall Be Designed By The Contractor For A Safe Construction Activity And Installed To Dimensions Shown On The Drawings. • Use Phenolic Boards On Formworks With Shoring Supports. • Forms Shall Be Used Whenever Necessary To Confine The Concrete And Shape It To The Required Lines And Dimensions, Or To Protect The Concrete From Contamination. Forms Shall Have Sufficient Strength To Withstand The Pressure Resulting From Placement And Vibration Of The Concrete, And Shall Be Maintained Rigidly In Correct Position. Forms Shall Be Sufficiently Tight To Prevent Loss Of Mortar From The Concrete. • Stripping Of Forms Shall Only Commence After The Concrete Has Gained Sufficient Strength (min Of 7 Days) For Major Structural Elements. C. Architectural Works Furnish Materials And Labor And All Incidentals Necessary For The Completion Of All Architectural Works Shown On Drawings And As Herein Specified. I. Paint Finishes • Paint Materials And Samples Swatches Shall Be Approved By The Architect. • Examine Substrate And Conditions Under Which Painting Will Be Performed. Proceed With The Work Only When Conditions Are Satisfactory. • Do Not Paint Over Dirt, Rust, Scale, Grease, Moisture, Scuffed Surfaces, Or Conditions Otherwise Detrimental To Formation Of A Durable Paint Film. • Clean Surfaces To Be Painted Before Applying Paint Or Surface Treatments. Remove Oil And Grease Prior To Mechanical Cleaning. Program Cleaning And Painting So That Contaminants From Cleaning Process Will Not Fall Into Wet, Newly-painted Surfaces. • Perform Preparation And Cleaning Procedures In Accordance With Paint Manufacturer’s Instructions And As Herein Specified, For Each Particular Substrate Condition. • Ferrous Metals: Clean Non-galvanized Ferrous-metal Surfaces That Have Not Been Shop Coated; Remove Mortar, Plaster, Grease, Dirt, Rust, Loose Mill Scale And Other Foreign Substances By Solvent Or Mechanical Cleaning Methods That Comply With The Recommendations Of The Steel Structures Painting Council, Before Priming Coat Is Applied. I. Floor Finishes • Tile Works  General: All Surfaces To Receive Tiles, Shall Be Free From Loose Plaster, Where Required, Existing Setting Mortar Bed Shall Be Stripped, Removed To Allow Proper Setting Of Tiles To Desired Finished Elevation. No Separate Payment For Trimming Existing Mortar Bed And Shall Be Deemed Included Elsewhere.  Material Shall Be Subject To Review And Approval Of The Architect. Contractor To Submit Samples For Color And Texture Selection Prior To Delivery And Installation.  All Floor Cuttings On Both Ends Of The Walls Shall Be Of Equal Width.  Tile Grout Color To Match Color Of Tiles Or As Directed By The Architect.  Setting Bed Or Mortar Shall Be Dry Mixed, Sand-cement Mix With Water Added To Produce The Desired Consistency And Slurry Mix For Adhesion. Use Tile Adhesive For Areas That Are Less Than 1.5 Inches From Finish Floor Line.  All Exposed Corner Edges Shall Be Provided With Aluminum Stair Nosing.  No Human Traffic Or Construction Loads Shall Be Applied To All Newly Installed Tiles, And Allow Setting Mortar And Adhesive To Cure Prior. • Floor Tile Works  Common Areas – 60cmx60cm Glazed Ceramic Floor Tiles.  Service Areas – 60cmx60cm Unglazed, Non-skid Ceramic Floor Tiles.  Toilets And Janitor’s Closet – 30cmx30cm Non-skid Ceramic Floor Tiles.  Cuttings On Both Ends Of The Walls Shall Be Of Equal Width With The Floor Finish.  All Exposed Corner Edges Shall Be Provided With Pvc Tile Trims.  No Human Traffic Or Construction Loads Shall Be Applied To All Newly Installed Tiles, And Allow Setting Mortar And Adhesive To Cure Prior. Ii. Wall & Ceiling Finishes • Wall Tile Works  All Toilets – 30cmx60cm Glossy/polished Ceramic Tiles.  Cuttings On Both Ends Of The Walls Shall Be Of Equal Width With The Floor Finish.  All Exposed Corner Edges Shall Be Provided With Pvc Tile Trims. - No Human Traffic Or Construction Loads Shall Be Applied To All Newly Installed Tiles, And Allow Setting Mortar And Adhesive To Cure Prior. • Painting Works  Paint Materials And Samples Swatches Shall Be Approved By The Architect.  Examine Substrate And Conditions Under Which Painting Will Be Performed. Proceed With The Work Only When Conditions Are Satisfactory.  Do Not Paint Over Dirt, Rust, Scale, Grease, Moisture, Scuffed Surfaces, Or Conditions Otherwise Detrimental To Formation Of A Durable Paint Film.  Clean Surfaces To Be Painted Before Applying Paint Or Surface Treatments. Remove Oil And Grease Prior To Mechanical Cleaning. Program Cleaning And Painting So That Contaminants From Cleaning Process Will Not Fall Into Wet, Newly-painted Surfaces.  Perform Preparation And Cleaning Procedures In Accordance With Paint Manufacturer’s Instructions And As Herein Specified, For Each Particular Substrate Condition.  Ferrous Metals: Clean Non-galvanized Ferrous-metal Surfaces That Have Not Been Shop Coated; Remove Mortar, Plaster, Grease, Dirt, Rust, Loose Mill Scale And Other Foreign Substances By Solvent Or Mechanical Cleaning Methods That Comply With The Recommendations Of The Steel Structures Painting Council, Before Priming Coat Is Applied. • Painting Systems  Exterior Surfaces: - Concrete, Concrete Masonry, Rendered Smooth - Concrete Neutralizer – One (1) Coat, Dry For 6 Hours. - Putty Surface Imperfections, Hairline Cracks With Patching Compound Using Putty Knife - Prime – Two (2) Coats Flat Latex, Dry For Two (2) Hours. - Topcoat – Two (2) Coats Of Semi-gloss Latex, Two (2) Hours Interval Between Coats. - Thinning / Clean-up Solvent – Water - Application – By Brush, Roller, Or Airless Spray  Interior Surfaces: - Concrete, Concrete Masonry, Rendered Smooth - Concrete Neutralizer – One (1) Coat, Dry For 6 Hours. - Putty Surface Imperfections, Hairline Cracks With Patching Compound Using Putty Knife. - Prime – Two (2) Coats Flat Latex, Dry For Two (2) Hours. - Topcoat – Two (2) Coats Of Semi-gloss Latex, Two (2) Hours Interval Between Coats. - Thinning / Clean-up Solvent – Water - Application – By Brush, Roller, Or Airless Spray  Ceiling & Drywall Surfaces: - Repair Surface Imperfections With Putty Using Putty Knife, Dry For 2 Hours And Sand. - Apply Mesh Tape On Board Joints And Seal Gaps With Patching Compound. Dry For Two (2) Hours And Sand. - Primer – Flat Latex, Dry For Two (2) Hours. - Topcoat – Two (2) Coats Of White Flat Latex Paint, Two (2) Hours Interval Between Coats. - Thinning / Clean-up Solvent - Water - Application – By Brush, Roller, Or Airless Spray • Dry Ceiling, Cove Light & Drop Ceiling  Ceiling - Fiber Cement Board In 4.50mm X 1.2m X 2.4m  Fiber Cement Board Shall Be Stored In Elevated And Well Protected Area. Boards With Broken Edges, Lacerations Etc. Will Not Be Permitted To Be Installed.  Framing - On 0.40mm Thick, 19mm X 50mm Double Furring, And 0.80mm Thick, 12mmx38mm Carrying Channel With Vertical Hanger, Spaced At 0.40m X 0.40m On Centers. • Rendering To Chb Or Concrete Surfaces  All Surfaces To Be Rendered Or Cement Plastered Shall Be Clean From Any Loose Material Or Contamination To Provide Strong Bond Between Plaster And The Surface.  Mix Proportion Shall Not Be Less Than 1 Part Of Cement To 4 Parts Of Screened Sand. Necessary Adjustments Shall Be Made To Provide A Strong And Consistent Mix, Free From Cracking Due To Rapid Hydration Of Plaster Mix.  Tampering Of Previously Mix Concrete Will Not Be Permitted.  All Surfaces To Receive Paint Finish Shall Be Smooth Whilst Surfaces To Receive Tiles Shall Be Rough To Provide Better Adhesion Or Bond. • Doors And Windows  All Wooden Doors Shall Be Kiln Dried And Treated Flush Doors/panel Doors Ready For Installation With The Provisions For Accessories As Indicated On Drawings, Locksets, Door Keys, And Hinge Completely Operational.  All Door Jambs For Wooden Doors Shall Be Pre-fabricated 2”x6” And 2”x4” Wooden Jamb Finished With Automotive Lacquer Paint.  Glass Door (glass/glazing) – 12mm Thk. Tempered Clear Glass On 50mm X 100mm Powder-coated Frameless Sliding Door With 2" X 6" Powder Coated Aluminum Jamb With Complete Hardware Accessories.  Glass Door (glass/glazing) – 1/4” Thk. Clear Glass On 50mm X 100mm Powder-coated Aluminum Framed Sliding Door With 2" X 6" Powder Coated Aluminum Jamb With Complete Hardware Accessories.  Windows (glass/glazing) – 1/4” Mm Thk. Clear Glass Awning Type Analok Aluminum Frame W/ Complete Hardware Accessories And Window Frame Weatherstripping.  All Metal Doors And Jambs – Hollow Core Metal Flush Type Swinging Door With 2" X 6" Steel Jamb – All In Paint Finish By Spray, W/ Complete Hardware And Door Accessories Including Door & Jamb Seals As Indicated On Drawings, Completely Operational.  All Doors And Jambs – Provide All Door Keys With Key Chains And Key Tags With Color And Specifications Subject For Approval Of The Healthcare Facility. • Specialties  Concrete Countertop Sink - Finish – Glossy/polished, Ceramic Tiles, 60cm X 60cm, On All Areas As Indicated On Drawings - Inclusions – Countertop Backsplash And Aprons - Finish And Color – As Selected By Healthcare Facility - Cut Unit To Provide Pattern Indicated And In A Manner That Will Provide Clean, Sharp, Unchipped Edges.  Building/room Signages/wayfinding Systems  Ground Floor - Signages - Room Identification Sign - Chief Nurse Office, 6mm Thick Frosted Acrylic - Room Identification Sign - Pulmonary Unit, 6mm Thick Frosted Acrylic - Room Identification Sign - Physical Therapist Room, 6mm Thick Frosted Acrylic - Room Identification Sign - Janitors Closet, 6mm Thick Frosted Acrylic - Room Identification Sign - Electrical Room, 6mm Thick Frosted Acrylic - Room Identification Sign - Business Office, 6mm Thick Frosted Acrylic - Room Identification Sign - Stakeholders Office, 6mm Thick Frosted Acrylic - Room Identification Sign - Treatment Area, 6mm Thick Frosted Acrylic - Room Identification Sign - Doctors Office, 6mm Thick Frosted Acrylic - Room Identification Sign - Pantry, 6mm Thick Frosted Acrylic - Room Identification Sign - Water Treatment Room, 6mm Thick Frosted Acrylic - Room Identification Sign - Reprocessing Room, 6mm Thick Frosted Acrylic - Room Identification Sign - Waste Holding Area, 6mm Thick Frosted Acrylic - Room Identification Sign - Nurse Station, 6mm Thick Frosted Acrylic - Restroom Identification - Pwd Toilet, 6mm Thick Frosted Acrylic - Restroom Identification – All Gender Toilet, 6mm Thick Frosted Acrylic - Restroom Identification – Staff Toilet, 6mm Thick Frosted Acrylic - Emergency Exit Plan, 6mm Thick Frosted Acrylic G. Plumbing Works Provide All Labor, Materials And Equipment And Perform All The Work Necessary For The Complete Execution Of All The Work As Shown On Drawings And Specified In This Specification. Scope Of Works Shall Include But Does Not Be Limited To The Following Major Items Of Work: • Sanitary And Waterline Piping Works  Furnish And Install Complete Water Distribution System Including Incoming Supply Pipes And Connections, Pipes, Valves, Faucets, Accessories, Etc.  Storage, Delivery, Protection Before Installation And Connection Of Sanitary Line Accessories.  All Sanitary Pipes And Fittings To Be Used Shall Be Made Of Polyvinyl Chloride (pvc Pipes) Series 1000  All Waterline Pipes And Fittings To Be Used Shall Be Made Polypropylene Random Co-polymer (ppr Pipes)  Connections From Existing Water Supply And Existing Catch Basins.  Pressure Testing Of The Installed Water Distribution System.  Leakage Testing Of Soil, Waste, Vent, And Catch Basins And Septic Tank  Disinfections Of Water Distribution System.  Furnish And Install All Required Consumable Materials And Materials Tube Installed.  Investigation Of All Conflicts Of This Work And Coordination With Other Trades. • Plumbing Fixtures, Toilet & Sink Accessories * Submit Samples For Approval Prior To Installation" ** Faucets, Valves & Other Accessories Shall Be Japan, U.s., & E.u. Made  Two-piece Water Closet/s (push Button,4/6 Liters Water Saver) With Wall-mounted Semi- Recessed Ceramic Tissue Holder, Wall-mounted Semi-recessed Ceramic Soap Holder, With Complete Accessories  Lavatory With Pedestal W/ Faucet And W/ Complete Fittings & Accessories  600x400x200x0.8 Mm Stainless Steel Single Bowl Kitchen Sink W/ Complete Fittings & Accessories  Urinal W/ Complete Fittings & Accessories  Ss 304 Towel Bar  Stainless Faucet  Pwd Ss304 Grab Bar (l-type)  Pwd Ss304 Flip-up Bar  Pwd Ss304 Urinal Grab Bar, 2 Pcs Per Set  Stainless Steel 304/brass, Faucet, 1/2" X 6", For Sink  Floor Drain Stainless 6"x6"  Floor Drain Stainless 4"x4" H. Electrical Works Provide All Labor, Materials And Equipment And Perform All The Work Necessary For The Complete Execution Of All The Work As Shown On Drawings And Specified In This Specification. Scope Of Works Shall Include But Does Not Be Limited To The Following Major Items Of Work: • Panel Boards And Circuit Breakers At 3rd Floor  Mdp Assembled In Nema 1 Enclosure, Wall Mounted, Swing Dead Front, Powder Coated With Terminal Lugs In Crimping Type Ready, With Grounding Busbar Main: 300at/300af, 3p, 10kaic, 230 V, Bolt-on Type Mccb Branches: 1 - 60at/60af, 2p, 10kaic, 230 V, Mccb 2 - 125at/125af, 2p, 10kaic, 230 V, Mccb  Glp Assembled In Nema 1 Enclosure, Wall Mounted, Swing Dead Front, Powder Coated With Terminal Lugs In Crimping Type Ready, With Grounding Busbar Main: 60at/60af, 3p, 10kaic, 230 V, Bolt-on Type Mccb Branches: 12 - 20at/60af, 2p, 10kaic, 230 V, Mcb 2- Space  Gpp Assembled In Nema 1 Enclosure, Wall Mounted, Swing Dead Front, Powder Coated With Terminal Lugs In Crimping Type Ready, With Grounding Busbar Main: 125at/125af, 3p, 10kaic, 230 V, Bolt-on Type Mccb Branches: 18 - 30at/60af, 2p, 10kaic, 230 V, Mcb 2- Space  Gpacu Assembled In Nema 1 Enclosure, Wall Mounted, Swing Dead Front, Powder Coated With Terminal Lugs In Crimping Type Ready, With Grounding Busbar Main: 125at/125af, 3p, 10kaic, 230 V, Bolt-on Type Mccb Branches: 14 - 30at/60af, 2p, 10kaic, 230 V, Mcb 2- Space • Roughing-ins  20mm Dia. Upvc Pipe, Male Adapter With Locknut  25mm Dia. Upvc Pipe, Male Adapter With Locknut  20mm Corrugated Electrical Flexible Hose  20mm Electrical Flexible Hose Connector  32mm Dia. Upvc Pipe, Male Adapter With Locknut  50mm Dia. Upvc Pipe, Male Adapter With Locknut  65mm Dia. Upvc Pipe, Male Adapter With Locknut  Junction Box With Cover  Utility Box  Square Box  Consumables • Wires And Cables  Thhn/thwn Wire - 2.0mm², 3.5mm², 5.5mm², 8.0mm², 14.0mm², 22.0mm², 50.0mm², 60.0mm², 80.0mm² • Wiring Devices  Single Pole Switch With Led Indicator, Flush Type Modern Series  Duplex Switch With Led Indicator Flush Type Modern Series  Triplex Switch With Led Indicator Flush Type Modern Series  Single Universal Convenience Outlet, 3 Prong Modern Series, 16a, 230v  Duplex Universal Convenience Outlet, 3 Prong Modern Series, 16a, 230v  Duplex Universal Outlet, Floor Mounted Type, 16a, 230v  Gfci Outlet  Acu Outlet, Universal, 30a, 230v W/ Grounding-type • Lighting Fixtures  4"ø Downlight, With 11w Led Recessed Mounted  2x18w Troffer Led Panel Type Lighting Fixture  Emergency Light  Exit Light  30 Watts Led Flood Light I. Auxiliary Works To Include Fixing And Installation; Complete Accessories And Necessary Consumables; All In Accordance With Auxiliary Plan And Specification And As Indicated On Detailed Cost Estimates: • Fire Alarm And Detection System  Roughing-ins / Wires: - 15mmø Emt Pipe, Coupling, Connector - Pull Box - Metal Flexible Conduit 1/2" - Straight Connector 1/2" - Junction Box W/ Cover - Utility Box - Conduit Supports / Hangers - 1.25mm2 Twisted Pair - Consumables - Equipment: - Smoke Detector - 24v Sounder & Strobe Light (combined) - Manual Push Station 24v - Fire Alarm Control Panel 3 Zones, W/ Back-up Battery, 24v • Paging System  Roughing-ins / Wires: - 15mmø Upvc Pipe, Male Adapter With Locknut - Metal Flexible Conduit 1/2" - Straight Connector 1/2" - Junction Box With Cover - 1.25mm2 Twisted Pair - Consumables - Equipment: - Ceiling Speaker • Tel/lan System  Roughing-ins / Wires: - 15mmø Upvc Pipe - 15mm Dia. Upvc Male Adapter With Locknut - Junction Box With Cover - Utility Box With Cover - Utp Cat 6 4pairs - 1 Gang Outlet - Consumables  Equipment: Telephone And Data Outlet • Cctv System  Roughing-ins / Wires: - 15mmø Upvc Pipe - 15mm Dia. Upvc Male Adapter With Locknut - Junction Box With Cover - Utility Box With Cover - Utp Cat 6 4pairs - 1 Gang Outlet - Consumables  Equipment: - Ip Camera Dome Type J. Fire Protection Works To Include Fixing And Installation; Complete Accessories And Necessary Consumables; All In Accordance With Fire Protection Plan And Specification. • Black Iron Pipes, Fittings, Valves And Accessories: - Bi Pipes Schedule 40 @ 6m, Seamless (also Including Drain Pipe Riser And Auto Sprinkler Riser) And All Fittings, Valves And Accessories As Indicated On Detailed Cost Estimates • Sprinkler Heads And Accessories - Pendent Type: 135 Degrees To 165 Degrees • Others – Hangers And Supports, Miscellaneous And Consumables (including Painting And Tagging) • Testing And Commissioning – Configuration, Testing And Commissioning, Documentation, Training And Orientation K. Mechanical Works To Include Fixing And Installation; Complete Accessories And Necessary Consumables; All In Accordance With Mechanical Plan And Specification And As Indicated On Detailed Cost Estimates: • Air-conditioning Works - 4.0 Hp Split Type Aircon, Inverter Type, - 2.5 Hp Split Type Aircon, Inverter Type - 1.0 Hp Split Type Aircon, Inverter Type - Consumables - L. Request For Final Inspection • Contractor Shall Submit Its Written Request For A Final Inspection Of The Project To The Medical Center Chief Office At Least Seven (7) Days Prior To Project Inspection & Turn-over. M. Tools And Equipment • Various Basic And Advanced Masonry/electrical/carpentry Tools • Measuring And Layout Tools • Safety Equipment • Utility Vehicle N. Technical Personnel Required • Project Engineer • Foreman • Leadman • Skilled Personnel (mason, Carpenter, Steelman, Electrician, Plumber) • Laborer/helper General Guidelines • All Construction Works Shall Be Undertaken By Contractor In Accordance With Existing Laws And All Other Applicable Rules And Regulations. • The Contractor Shall Be Responsible In Setting Out Reference Lines, Elevations (lines And Grades) Prior And During The Execution Of The Works. All References Shall Be Maintained And Protected By The Contractor At His Own Expense. Disturbed References Shall Be Restored To Its Original Position Without Extra Cost To Devmh. • The Contractor Shall Carry Out The Works Properly And In Accordance With This Contract. The Contractor Shall Provide All Supervision, Labor, Materials, Plant And Equipment, Which May Be Required. • The Contractor Shall Commence Execution Of The Works On The Start Date And Shall Carry Out The Works In Accordance With The Approved Pert/cpm Network Diagram Submitted By The Contractor, As Updated With The Approval Of The Procuring Entity’s Representative, And Shall Complete The Works By The Intended Completion Date. • The Contractor Shall Be Responsible For The Safety Of All Activities On The Site. • During On-going Construction And Before The Turn-over Of The Project, Engineering & Facilities Management Staff, End-users, Twg And Bac Shall Inspect The Works Undertaken By Contractor. Hospital Engineers And End-users Discover Any Deviations By Contractor From The Approved Construction Plans, Contractor Shall Be Required To Rectify All Such Deviations, Within Such Period Required By Client. • Contractor Shall Have Full Responsibility For Any And All Damages To Existing Hospital Facilities, Utilities, And/or Any Portion Of The Hospital’s Common Area, Due To The Works Undertaken By Contractor, Whether Accidental Or Intentional. • No Variation Order Shall Be Undertaken Unless Verified By Hospital Engineer And Approved By Executive Committee. • Contractor Shall Not Cover Or Block Stub-outs (cleanouts, Water Source, Exhaust, Sewer, Drainage, Etc.) When Not Utilized. Said Stub-outs Shall At All Times Be Free Of Obstructions And Easily Accessible. • Contractor Shall Secure A Utility Tapping Permit Prior To Tapping From Utility Provision. • Electricity And Water Consumed During Construction Shall Be Charged To Contractor. • End-users Reserves The Right To Inspect The Works At Any Time. • Contractor Shall Insure And Hold Client, Its Affiliates, Officers, Directors, Stockholders, Employees, Agents, And/or Representatives, Free And Harmless From And Against Any Injury, Losses, Claims, Damages, Liabilities, Expenses, And/or Costs Of Litigation, Resulting From Or Arising Out Of The Works Undertaken By Contractor. • In Event Of Force Majeure, The Contractor Shall Rectify, Replace Or Build The Unfinished Projects When It Is Not Yet Completed And Accepted W/o Additional Cost For The Procuring Entity. • Contractor Shall Comply With The Construction House Rules Of This Hospital. Time Of Completion • The Completion Of The Project Shall Be One-hundred Twenty (120) Calendar Days From The Date Of Effectivity.

Details: Description Project Title : Construction Of Isolation Building With Negative Pressure – Phase Iii Location : Devmh Compound, Bood, Ubay, Bohol Estimated Project Cost : Php 10,000,000.00 Terms Of Reference Summary Of Works A. General Requirements I. Mobilization/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. Ii. Permits And Licenses • Process And Submit Electrical Design Review Including Sign And Seal Of Electrical Plans, Electrical Review, Analysis, Computations And Signature Of Pee On Electrical Plans And Including All Forms And Plans For The Application Of Permit To Construct (ptc) For Doh Licensing. Design And Analysis Should Be Submitted Prior To Commencement Of Civil Works. Iii. Temporary Facilities • Temporary Facilities Shall Be Provided During The Construction Period And Will Be Constructed Within The Hospital Compound, Which Shall Serve As The Field Office, Storage Of Materials And Bunkhouse For The Workers. The Contractor Shall Provide And Maintain Temporary Power & Lighting, Temporary Water Service & Security Within The Construction Site. Iv. Health, Safety & Environment Control (complete Ppe, Safety Equipment & Devices & Safety Accessories And Signages) • Safety/warning Signage Must Be Placed By The Contractor On The Construction Area With Clear Demarcation Of Construction Zones To Prevent Unauthorized Access. • Detours And Closures: Provide Directions For Alternate Routes And Notice Of Any Closed Areas. • Hazard Notifications: Provide Signs Indicating Potential Dangers In Construction Areas (e.g., "hard Hat Area," "no Entry"). • Emergency Information: Clear Guidance On Emergency Exits And Procedures During Construction. • Fall Protection: Always Use Safety Harnesses And Guardrails. • Weather Conditions: Avoid Dismantling In High Winds, Rain, Or Extreme Temperatures. • Team Communication: Maintain Clear Communication Among Team Members And Healthcare Facility Engineering Team To Coordinate Movements And Tasks. V. As-built (record) Drawings & Related Documents • Submit One (1) Completed Set Of Signed And Sealed As-built Plans (whiteprint Copy) • Submit One (1) Set Of Electronic Files Of Signed And Sealed As-built Plans (cadd Editable File) • The Drawings Shall Be Supplemented With Descriptive Specification As Appropriate To Clearly Record The Exact Form And Content Of Work Described In This Specification And On The Drawings. • Maintain A Complete And Accurate Record Of All Changes Or Deviations To The Contract Documents And Shop Drawings In The Trade Contractor’s Field Office. Such Record Copy Shall Indicate The Work As Actually Constructed And Be Available For Hospital Appointed Engineer To Review. • Incorporate All Minor Revisions And Clarifications Noted Thru The Field Modification Process Which May Not Necessarily Be Shown On The Architectural Drawings Or Issued As Addenda, Bulletins, Or Change Orders. • Field Changes Shall Be Neatly And Correctly Shown On One Set Of Record Prints On A Daily Basis By The Foreman, Or Superintendent Of Ea • Ch Trade; And This Set Will Act As A Record Set At Completion Of The Work And Is Intended To Be Of Assistance To The Trade Contractor In Preparing Record Documents. Vi. Material Sustainability • The Contractor Shall Use At Least Ten Percent (10%) Locally Manufactured Materials For The Project. Submit Purchase Order And Other Supporting Documents As Evidence. • The Contractor Shall Avoid Using Building Materials/products That Contain Toxic Chemicals Or Use Materials That Are Low In Volatile Organic Compound. Please Refer To The Following Materials Specification As Stated On This Terms Of Reference. • The Contractor Shall Only Used Light Bulbs And Electrical Devices With More Efficient Models And Type As Specified On Approved And Signed Bill Of Quantities (e.g. Led Bulbs). Submit Purchase Order And Other Supporting Documents As Evidence. • The Contractor Shall Conform To The Following Painting And Other Wet Applied Materials (such As Coatings, Sealants) Requirements: 1. Only Qualified Products With Mpi "environmentally Friendly" E1 E2 E3 Rating Will Be Used. Paints, Coatings, Thinners, Solvents, Cleaners And Other Fluids Used In Repainting, Shall:  Not Contain Methylene Chloride, Chlorinated Hydrocarbons, Toxic Metal Pigments.  Be Manufactured Without Compounds Which Contribute To Ozone Depletion In The Upper Atmosphere.  Be Manufactured Without Compounds Which Contribute To Smog In The Lower Atmosphere. Be Manufactured In A Manner Where Matter Generating A 'biochemical Oxygen Demand' (bod) In Undiluted Production Plant Effluent Discharged To A Natural Watercourse Or A Sewage Treatment Facility Lacking Secondary Treatment Does Not Exceed 15 Mg/l.  Be Manufactured In A Manner Where The Total Suspended Solids (tss) Content In Undiluted Production Plant Effluent Discharged To A Natural Watercourse Or A Sewage Treatment Facility Lacking Secondary Treatment Does Not Exceed 15 Mg/l. 2. Paints And Coatings Must Be Manufactured And Transported In A Manner That Steps Of Processes, Including Disposal Of Waste Products Arising There From, Will Meet Requirements Of Applicable Governmental Acts, By-laws And Regulations In The Philippines. 3. Paints And Coatings Must Not Be Formulated Or Manufactured With Formaldehyde, Halogenated Solvents, Mercury, Lead, Cadmium, Hexavalent Chromium Or Their Compounds. Eco Labeled. 4. Anti-corrosive Coatings: Provide A Certification By The Manufacturer That Products Supplied Comply With The Volatile Organic Compound (voc) And Chemical Component Restrictions Of Green Seal Environmental Standard Gc-03, If The Product Is An Anti-corrosive Coating Applied Indoors And On-site. 5. Other Interior Coatings: If The Product Is Applied Indoors And On-site, And Not Covered By Both The Green Seal Environmental Standard Gs-11 And Standard Gc-03, Provide A Certification By The Manufacturer That Products Supplied Comply With The Chemical Component Restrictions Of The Green Seal Environmental Standard Gs-11, Paints, And Comply With The Volatile Organic Compound (voc) Restrictions Of The State Of California Air Resources Board (carb) Suggested Control Measure For Architectural Coatings, And The South Coast Air Quality Management District Rule 1113: Architectural Coatings B. Civil Works I. Site Works • The Contractor Shall Be Responsible In Setting Out Reference Lines, Elevations (lines And Grades) Prior And During The Execution Of The Works. All References Shall Be Maintained And Protected By The Contractor At His Own Expense. Disturbed References Shall Be Restored To Its Original Position Without Extra Cost To The Healthcare Facility. • Work Includes But Is Not Limited To:  Dismantling Of Chb Walls For Windows 01, 02 & 03  Dismantling Of Chb Walls For Doors 01 & 02  Dismantling Of Ceiling Board For Installation Of Additional Mepfs Works  Scaffolding For Painting Works (installation & Dismantling)  Roof Deck Coring Works For Mepfs Ii. Structural & Concrete Works (refer Applicable Sections On Chapter 4 Of The Nscp, For Quality Of Materials, Workmanship, Execution, Acceptance, Etc.) Iii.1. General • Provide All Labor, Materials, Equipment, Transportation, And Services Required To Complete All Work Specified Herein Indicated Or As Shown On The Drawings. • Work Includes But Is Not Limited To:  Slab On-grade, 3500 Psi (ground Floor Ramp Area Slab, Grid A-f, 1-2)  Concrete Countertop Sink, 3500 Psi  Stiffener Columns And Lintel Beams At Door And Window Openings, Every 3m Width And 2.1m Height Of Chb 2500 Psi Iii.2. Standards • Except As Modified By Governing Codes And By Contract Documents, Comply With The Provisions And Recommendations Of The Following, Latest Edition:  Ansi American National Standards Institute  Astm American Society For Testing Of Materials  Aci American Concrete Institute  Nbcp National Building Code Of The Philippines And Its Revised Irr  Nscp National Structural Code Of The Philippines Iii.3. Concrete • Structural Concrete – Monolithic Concrete Pouring Using Concrete Strength 3,500 Psi, Class Aa Ready Mix Or Job Mixed Concrete Together With The Concrete Cylinder Sample For Testing Materials. • Concrete Mix Shall Be Subject To Adjustment To Attain The Required Strength Or Desired Mix Consistency, Subject To Approval Of The Hospital Engineer. • Portland Cement, Type 1 • Manufactured Or River-run Run Gravel For Structural Concrete, ¾ “max Properly Graded” • Washed Sand For Structural Concrete • Water: Use Potable Water Free From Alkaline Or Deleterious Substance That May Affect The Strength Of Concrete. Use Of Rain Water Will Not Be Permitted. • All Materials Shall Be Free From Clay, Lumps Or Any Deleterious Object Or Matter That Will Impair The Strength Of Concrete. • Mixing Shall Be Thoroughly Done In A Mixer Of An Approved Size And Type To Insure A Uniform Distribution Of The Materials Throughout The Mass. • Site-mixed Concrete (job Mixed Concrete) - All Structural Concrete Shall Be Machine-mixed For At Least 1 ½ Minutes After All Materials Including Water Are In The Mixing Drum. No Hand Mixing Shall Be Allowed, Except In Case Of Emergency Of Breakdown During Pouring Operations. • Ready-mixed Concrete - Mixed And Delivered From A Plant Approved By The Project Manager, And Shall Be In Strict Compliance With The Requirements Set Forth In Astm C94. • Concrete Shall Be Placed Only After All Formworks, Materials To Be Embedded, And Preparation Of Surface Involved In The Placing Have Been Inspected And Approved By The Hospital Engineer. The Contractor Shall Provide Equipment And Shall Employ Methods That Will Minimize Separation Of Aggregates From The Concrete Mix. Concrete In Columns Shall Be Placed In One Continuous Operation. Concrete In Girders, Beams And Slabs In Superstructures Shall Be Poured In A Monolithic And Continuous Manner. No Construction Joint Shall Be Allowed On Any Part Of The Structure Without The Approval Of The Hospital Engineer. • Slump Of Concrete Shall Not Exceed 3 Inches • Placement Of Concrete Shall Be In Accordance To Standard Norms, When Using Portable Concrete Mixers. • Cure Concrete Sprinkling Water And Wetted Continuously For 7-day Period. Iii.4. Thermal Moisture Protection • Except As Modified By Governing Codes And By Contract Documents, Comply With The Provisions And Recommendations Of The Following, Latest Edition:  Ansi American National Standards Institute  Astm American Society For Testing Of Materials  Aci American Concrete Institute  Nbcp National Building Code Of The Philippines And Its Revised Irr  Nscp National Structural Code Of The Philippines Iii.5. Steel Reinforcements • Steel Reinforcements Shall Be Astm A615, Deformed Steel Bars, Grade 40. • Supply, Fabricate And Install Reinforcing Steel As Shown On Drawings. Placing Of Steel Reinforcements Shall Be In Accordance With Current Industry (local) Code (or Aci-347). • Secure The Reinforcements Using #16 G.i. Tie Wires. • Steel Reinforcement Shall Be Provided Together With All The Necessary Tie Wires, Spacers, Support And Other Necessary Devices. Reinforcing Steel Shall Be Accurately Cut And Bent In Accordance With The Approved Detailed Reinforcement Drawings. The Hospital Engineer May Require The Contractor To Prepare And Submit Bar Cutting Schedule Prior To Fabrication Of Reinforcing Steel Bars. • Steel Reinforcements Shall Be Free From Mill Scales, Rusts, Oils, Contamination That Will Impair The Bonding Property To Concrete. Iii.6. Structural Steel, Metal Works (refer Chapter 5 Of The Nscp) • Provide All Labor, Materials, Equipment, Transportation, And Services Required To Complete All Work Specified Herein Indicated Or As Shown On The Drawings. • Work Includes But Is Not Limited To:  Prefabrication Of Façade Louver Installation • Materials Steel And Metals For The Works Shall Meet The Requirements Of Astm A36, Hot-rolled Shapes And Plates. • All Steels Shall Be Primed With Epoxy-based Paint With -2- Finish Coats, Color Sample Must Be Submitted To Architect’s/engineer’s For Approval. Substrate Preparation Shall Meet The Requirements Of The Applicable Clauses Of The Steel Structures Painting Council, For Industrial Type Of Construction. All Surfaces Shall Be Free From Mill Scale, Rusts, Oils Or Any Contaminants Detrimental To Adhesion Of Paint. • Welding Works Shall Be In Accordance With Structural Welding Code (american Welding Society-d1.1, Latest Edition). Welding Electrodes Shall Be E6013 And E6012, Minimum, Meeting The Requirements Of Aws A.5. All Welders Shall Meet The Qualifications Under The Aws Codes And Standards. • All Works Under This Item Shall Be Subject To Verification By The Engineer Prior To Commencement Of Fabrication. Contractor Is To Submit Shop Drawings For Architect’s/engineer’s Review Prior To Execution. Iii.7. Formworks • All Forms Shall Be Designed By The Contractor For A Safe Construction Activity And Installed To Dimensions Shown On The Drawings. • Use Phenolic Boards On Formworks With Shoring Supports. • Forms Shall Be Used Whenever Necessary To Confine The Concrete And Shape It To The Required Lines And Dimensions, Or To Protect The Concrete From Contamination. Forms Shall Have Sufficient Strength To Withstand The Pressure Resulting From Placement And Vibration Of The Concrete, And Shall Be Maintained Rigidly In Correct Position. Forms Shall Be Sufficiently Tight To Prevent Loss Of Mortar From The Concrete. • Stripping Of Forms Shall Only Commence After The Concrete Has Gained Sufficient Strength (min Of 7 Days) For Major Structural Elements. C. Thermal Moisture Protection Furnish Materials And Labor And All Incidentals Necessary For The Completion Of All Thermal Moisture Protection Works Shown On Drawings And As Herein Specified. I. Moisture Protection – Cold Fluid Applied Waterproofing • Work Includes But Is Not Limited To:  Waterproofing Of All Toilet Floors  Waterproofing Of Roof Deck • Project Conditions:  Proceed With Waterproofing Operations Only After Substrate Construction And Penetrating Work Have Been Completed.  Proceed With Waterproofing Operations Only When Existing And Forecast Weather Conditions Will Permit Work To Be Performed In Accordance With Manufacturer’s Recommendations. Ii. Leak Plug: Rapid-setting Mortar For Plugging Leaks On Concrete & Sealant On Pipe Penetrations & Embedded Steel Ladder • Provide Leak Plug That Is An Ultra-rapid Set Plugging Mortar For Sealing Running Water Leaks Where Conventional Mortars Would Otherwise Be Washed Away. It Should Be Ideal For Sealing Leaks Before Applying Waterproof Renders In Cistern Tanks. Upon Setting, The Product Should Develop Excellent Structural Strength And Water Tightness. It Is Supplied As A Dry Powder That Needs Only The Addition Of Water. • Specifications:  Rapid-setting, Stopping Leaks Instantly  Easy To Use – Just Add Water  Durable – Provides Sufficient Strength  Chloride-free – Doesn’t Cause Corrosion, And Non-toxic • Uses For:  Sealing And Creating Coving On Corner Joints  Stopping Leaks  Filling Holes Before Waterproofing, Including The Cold-joints • Surface Preparation: Surfaces Should Be Brushed Clean To Remove Loose Material, Dust, And Laitance. Holes To Be Patched Should Be Cut Back To A Depth Of 20mm, And Feather Edges Must Not Be Allowed. Allowance Should Be Made For Wastage When Estimating. • General Application: Strictly Comply With Manufacturer's Written Installation Instructions, Including Preparation Of Substrate Surfaces, Detail Coatings Of Joints And Planar Changes In Substrate, And Priming Of Substrates. Apply The Mixed Leak Plug In Place, Ensuring Maximum Contact With The Substrate Before The Material Sets. If Being Used To Plug A Running Water Leak, The Mixed Leak Plug Should Be Held In Place Until It Reaches The Initial Set. Iii. Sealant On Pipe Penetrations • Provide A Heavy-duty Sealant That Is A Formulated Polymer Which Serves As A Multi-purpose Adhesive And Sealant. It Is A Rubber-like, Flexible, Single Component, Moisture Cure Adhesive, And Sealant That Is Engineered For The Bonding And Sealing Needs Of The Construction And Automotive Industry. • Specifications:  Heavy Duty Adhesive And Sealant  Excellent Adhesion To A Wide Variety Of Substrates  Interior / Exterior Application  Highly Flexible And Elastic  Durable With High Tensile And Shear Strength  Uv And Weather Resistance  Paintable  Easy Clean Up  Non-staining  No Solvent, Isocyanate, Voc Iv. Two-component, Flexible Cementitious Waterproofing Membrane • Provide A Two-component, Flexible Cementitious Waterproofing Membrane, Consisting Of A Selected Cement Blend With Well-graded Fillers And Synthetic Resin. • Specifications:  Flexible, Durable And Weather-resistant  Excellent Adhesion To Most Substrates  Excellent Waterproofing Qualities – Able To Withstand High Hydrostatic Pressure  Breathable Membrane – Permeable To Water Vapor And Yet Impermeable To Water  Bridge Hairline Cracks  Non-toxic – Suitable For Use In Waterproofing Of Potable Water Tanks  Can Be Applied Onto Damp Surfaces • General Applications: For Horizontal And Vertical Surfaces, A Roller And/or Paint Brush May Be Used To Apply The Slurry. Care Must Be Taken To Ensure That Air Is Not Entrapped In The Membrane. Apply The First Coat And Work Generously To Fill All The Pores And Honeycombs. Allow The Membrane To Dry For Approximately 2 To 3 Hours Before Application Of The Second Coat. The Second Coat Must Be Applied In A Crosswise Manner To Ensure An Even Coverage. Allow A Minimum Curing Time Interval Of 15 To 72 Hours Before Laying The Screed Or Performing A Ponding Test. Should The Ponding Test Exceed 4 Hours, A Minimum Curing Time Interval Of 72 Hours Is Recommended. Concrete Topping Is Recommended For Exposed Areas Subject To Regular Traffic. Apply A Thin Film Of Bonding Agent Before Applying The Concrete Topping. D. Architectural Works Furnish Materials And Labor And All Incidentals Necessary For The Completion Of All Architectural Works Shown On Drawings And As Herein Specified. I. Paint Finishes • Paint Materials And Samples Swatches Shall Be Approved By The Architect. • Examine Substrate And Conditions Under Which Painting Will Be Performed. Proceed With The Work Only When Conditions Are Satisfactory. • Do Not Paint Over Dirt, Rust, Scale, Grease, Moisture, Scuffed Surfaces, Or Conditions Otherwise Detrimental To Formation Of A Durable Paint Film. • Clean Surfaces To Be Painted Before Applying Paint Or Surface Treatments. Remove Oil And Grease Prior To Mechanical Cleaning. Program Cleaning And Painting So That Contaminants From Cleaning Process Will Not Fall Into Wet, Newly-painted Surfaces. • Perform Preparation And Cleaning Procedures In Accordance With Paint Manufacturer’s Instructions And As Herein Specified, For Each Particular Substrate Condition. • Ferrous Metals: Clean Non-galvanized Ferrous-metal Surfaces That Have Not Been Shop Coated; Remove Mortar, Plaster, Grease, Dirt, Rust, Loose Mill Scale And Other Foreign Substances By Solvent Or Mechanical Cleaning Methods That Comply With The Recommendations Of The Steel Structures Painting Council, Before Priming Coat Is Applied. I. Floor Finishes • Tile Works  General: All Surfaces To Receive Tiles, Shall Be Free From Loose Plaster, Where Required, Existing Setting Mortar Bed Shall Be Stripped, Removed To Allow Proper Setting Of Tiles To Desired Finished Elevation. No Separate Payment For Trimming Existing Mortar Bed And Shall Be Deemed Included Elsewhere.  Material Shall Be Subject To Review And Approval Of The Architect. Contractor To Submit Samples For Color And Texture Selection Prior To Delivery And Installation.  All Floor Cuttings On Both Ends Of The Walls Shall Be Of Equal Width.  Tile Grout Color To Match Color Of Tiles Or As Directed By The Architect.  Setting Bed Or Mortar Shall Be Dry Mixed, Sand-cement Mix With Water Added To Produce The Desired Consistency And Slurry Mix For Adhesion. Use Tile Adhesive For Areas That Are Less Than 1.5 Inches From Finish Floor Line.  All Exposed Corner Edges Shall Be Provided With Aluminum Stair Nosing.  No Human Traffic Or Construction Loads Shall Be Applied To All Newly Installed Tiles, And Allow Setting Mortar And Adhesive To Cure Prior. • Anti-bacterial Vinyl Sheet Works Work Includes But Is Not Limited To:  3mm Anti-bacterial Vinyl Sheets With Cove And Capping – All Areas As Indicated On Drawings.  Installation Materials: - Trowelable Leveling And Patching Compounds: Latex-modified, Portland Cement Based Or Blended Hydraulic Cement-based Formulation Provided Or Approved By Resilient Product Manufacturer For Applications Indicated. - Adhesives: Water-resistant Type Recommended By Manufacturer To Suit Floor Tile And Substrate Conditions  Installation Should Be Carried In Accordance With Local Standards. Subfloor To Be Smooth, Hard, Clean And Dry Prior To Laying.  Project Condition: - Maintain Temperatures Within Range Recommended By Manufacturer, But Not Less Than Deg C Or More Than 35 Deg C, In Spaces To Receive Floor Tile During The Following Time Periods: 1. 48 Hours Before Installation. 2. During Installation. 3. 48 Hours After Installation. - After Post-installation Period, Maintain Temperatures Within Range Recommended By Manufacturer, But Not Less Than 13 Deg C Or More Than 35 Deg C. - Close Spaces To Traffic During Floor Covering Installation. - Close Spaces To Traffic For 48 Hours After Floor Covering Installation. - Install Resilient Products After Other Finishing Operations, Including Painting, Have Been Completed.  Color And Patterns: - Colors And Patterns: As Selected By The Healthcare Facility From Manufacturer's Full Range.  Positioning: - As Far As Possible, And Depending On The Width Of The Rolls, Seams Between Strips Should Be Kept Away From Areas Of Heavy Load. - Within Rooms, Strips Should Be Laid Towards The Main Window Or In A Lengthwise Direction. - Within Corridors, Strips Should Be Laid In The Direction Of Pedestrian Traffic Unless Otherwise Stated In The Contract Specifications. Apply The Flooring Along The Chalk Line. - Mark A Longitudinal Axis For Reference To Place Strips. - Unroll Fully Material. - Check That The Edge Of Strips Is Straight. Align The Edge Of The First Strip To Longitudinal Axis To Have A Straight Reference. - Leave A Gap Of 1 Cm Between Every Strip To Let Possible Full Material Acclimation In Its Length As In Its Width. If Area Is Too Small, It Is Possible To Overlap Fully Two Strips. Welding Joints: Leave A Space Of Max 1 Mm Between The Strips Cold Seaming: Overlap The Strips In Order To Cut Edges Flush - Let Material Relax During 24h. Material Will Be In The Best Conditions To Be Glued And Material Tensile Or Bubbles Will Be Mostly Released.  Gluing And Fitting: - This Is Done 24 Hours After Having Unrolled And Laid Out The Lengths. - The Application Is Done By Priming And Using Acrylic Emulsifying Adhesives With A Finely Toothed Spatula Or Trowel A2 Norm Tkb Or 1/16” X 1/16” X 1/16” Square Notch (1.6 Mm X 1.6 Mm X 1.6 Mm). Coverage Rate Is 300 Gr/sqm. To Achieve This Coverage, It Is Necessary To Change The Spatula Regularly. Important: - Forbid Any Trafficking For 48 Hours After Laying As Well As Any Furniture Movement. - Follow Carefully The Recommendations Of The Adhesive Manufacturer. - Closely Follow The Adhesive Manufacturer’s Instructions With Particular Regard To Its Waiting Time (the Interval Between Application Of Adhesive And Laying Of Flooring). - Room Temperature And Humidity, Sub-floor Absorption And Adhesive Coverage Are Important In Order To Achieve Perfect Adhesion. Fold Back Half Of The Strips When Applying Glue To The Floor  Rolling Out: - Rolling Out Should Be Done In Two Stages: 1. Manually, Using A Cork Smoothing Press 2. By Rolling Over The Entire Surface With A 50kg Roller When Installation Is Complete. Stage 1: Pressing Down Manually Stage 2: Using A 50kg Roller - Trimming The Edge: 1. Use Of Coving As A Skirting System.  Welding: - Heat Welding Requires A Small Gap 1 Mm Max To Be Left Between The Sheets During The Gluing Process. Cold Welding Requires Perfectly Straight Edges. Employ An Overlap Cutting Method During The Gluing Process.  Putting Into Service – Allowing Traffic: After Installation: - For Normal Pedestrian Traffic, Allow 48 Hours - Before Moving Or Installing Furniture, Allow 72 Hours • Resinous Floor Coating System Works  Work Includes But Is Not Limited To: - Non-skid Polyurethane Floor Coating (ff-4) – Of Ramp, Mid-landing, Landing And Janitor’s Closet At 3rd Floor , And As Indicated On Drawings.  Product: - Performance Requirements: Non-skid Polyurethane Floor Coating (ff-4) – Provide A Modified Polyurethane Floor Coating Formulated For High Performance And Resistance To Abrasion. Special Kinds Of Aggregates Were Added To Offer Anti-slip For Protection Against Harmful Or Dangerous Slips On Dry And Wet Floorings. Low-emitting Materials: Flooring System Shall Comply With The Testing And Product Requirements Of The California Department Of Public Health's (formerly, The California Department Of Health Services') "standard Method For The Testing And Evaluation Of Volatile Organic Chemical Emissions From Indoor Sources Using Environmental Chambers." - Specifications: - Better Anti-slip Grip - Durable And Excellent Color Retention - Low Odor And Non-toxic - Excellent Adhesion On Surfaces - Non-flammable - Recommended Paint System: - Primer: 1 Coat Of A Two-component, 100% Solids Epoxy Specially Formulated As A High-strength Primer For Use In Priming All Concrete Surface And Steel Prior To The Application Of Any Resin-based Floor Coatings And Toppings. - High-protective Coating - Pigmented Binder For Seamless Broadcast Flooring - System - Low-viscosity Binder For Trowel Applied Mortar - Flooring - High-quality Concrete Epoxy Primer - For Damp Surfaces - Topcoat: 2 Coats Of Non-skid Polyurethane Floor Coating - General Application: Measure The Floor Area To Be Painted And Buy Enough Paint For The Entire Project. Stir Well. Apply Liberally. Avoid Light Foot Traffic For The Next 24 Hours. Do Not Apply When Surface Or Air Temperature Is Below 20°c Or If Rain Is Expected Within 5 Hours. Apply Liberally With A 3/8” Nap Roller, But Avoid Excessive Brushing Or Spreading Too Thinly. Do Not Let Water Sit On The Painted Surfaces Before 14 Days To Ensure Proper Curing. • Floor Tile Works  Toilets And Janitor’s Closet – 30cmx30cm Non-skid Homogeneous Floor Tiles.  Cuttings On Both Ends Of The Walls Shall Be Of Equal Width With The Floor Finish.  All Exposed Corner Edges Shall Be Provided With Pvc Tile Trims.  No Human Traffic Or Construction Loads Shall Be Applied To All Newly Installed Tiles, And Allow Setting Mortar And Adhesive To Cure Prior. Ii. Wall & Ceiling Finishes • Wall Tile Works  All Toilets – 30cmx60cm Glossy/polished Ceramic Tiles.  Cuttings On Both Ends Of The Walls Shall Be Of Equal Width With The Floor Finish.  All Exposed Corner Edges Shall Be Provided With Pvc Tile Trims. - No Human Traffic Or Construction Loads Shall Be Applied To All Newly Installed Tiles, And Allow Setting Mortar And Adhesive To Cure Prior. • Painting Works  Paint Materials And Samples Swatches Shall Be Approved By The Architect.  Examine Substrate And Conditions Under Which Painting Will Be Performed. Proceed With The Work Only When Conditions Are Satisfactory.  Do Not Paint Over Dirt, Rust, Scale, Grease, Moisture, Scuffed Surfaces, Or Conditions Otherwise Detrimental To Formation Of A Durable Paint Film.  Clean Surfaces To Be Painted Before Applying Paint Or Surface Treatments. Remove Oil And Grease Prior To Mechanical Cleaning. Program Cleaning And Painting So That Contaminants From Cleaning Process Will Not Fall Into Wet, Newly-painted Surfaces.  Perform Preparation And Cleaning Procedures In Accordance With Paint Manufacturer’s Instructions And As Herein Specified, For Each Particular Substrate Condition.  Ferrous Metals: Clean Non-galvanized Ferrous-metal Surfaces That Have Not Been Shop Coated; Remove Mortar, Plaster, Grease, Dirt, Rust, Loose Mill Scale And Other Foreign Substances By Solvent Or Mechanical Cleaning Methods That Comply With The Recommendations Of The Steel Structures Painting Council, Before Priming Coat Is Applied. • Painting Systems  Exterior Surfaces: - Concrete, Concrete Masonry, Rendered Smooth - Concrete Neutralizer – One (1) Coat, Dry For 6 Hours. - Putty Surface Imperfections, Hairline Cracks With Patching Compound Using Putty Knife - Prime – Two (2) Coats Flat Latex, Dry For Two (2) Hours. - Topcoat – Two (2) Coats Of Semi-gloss Latex, Two (2) Hours Interval Between Coats. - Thinning / Clean-up Solvent – Water - Application – By Brush, Roller, Or Airless Spray  Interior Surfaces: - Concrete, Concrete Masonry, Rendered Smooth - Concrete Neutralizer – One (1) Coat, Dry For 6 Hours. - Putty Surface Imperfections, Hairline Cracks With Patching Compound Using Putty Knife. - Prime – Two (2) Coats Flat Latex, Dry For Two (2) Hours. - Topcoat – Two (2) Coats Of Semi-gloss Latex, Two (2) Hours Interval Between Coats. - Thinning / Clean-up Solvent – Water - Application – By Brush, Roller, Or Airless Spray  Ceiling & Drywall Surfaces: - Repair Surface Imperfections With Putty Using Putty Knife, Dry For 2 Hours And Sand. - Apply Mesh Tape On Board Joints And Seal Gaps With Patching Compound. Dry For Two (2) Hours And Sand. - Primer – Flat Latex, Dry For Two (2) Hours. - Topcoat – Two (2) Coats Of White Flat Latex Paint, Two (2) Hours Interval Between Coats. - Thinning / Clean-up Solvent - Water - Application – By Brush, Roller, Or Airless Spray  Cabinetries, Closets, Counters, Doorjambs And Doors: - Primer: One (1) Coat Of Lacquer Primer Surfacer - When Necessary, Putty Surface Imperfections, Hairline Cracks With Lacquer Spot Putty Using Putty Knife. Dry For 4 Hours And Sand. - Primer: One (1) Coat Of Lacquer Primer Surfacer - Topcoat – Two (2) Coats Of Automotive Lacquer Paint Finish, One (1) Hour Interval Between Coats. - Thinning / Clean-up Solvent – Lacquer Thinner - Application – By Airless Spray • Dry Walls & Interior Wall Claddings  Walls - Fiber Cement Board In 12.00mm X 1.2m X 2.4m  Fiber Cement Board Shall Be Stored In Elevated And Well Protected Area. Boards With Broken Edges, Lacerations Etc. Will Not Be Permitted To Be Installed.  Framing - 2”x4” 0.5mm Thick Metal Studs Spaced At 0.40m X 0.40m On Centers And 2”x4” 0.5mm Thick Metal Tracks. • Dry Ceiling  Ceiling - Fiber Cement Board In 4.50mm X 1.2m X 2.4m  Fiber Cement Board Shall Be Stored In Elevated And Well Protected Area. Boards With Broken Edges, Lacerations Etc. Will Not Be Permitted To Be Installed.  Framing - On 0.40mm Thick, 19mm X 50mm Double Furring, And 0.80mm Thick, 12mmx38mm Carrying Channel With Vertical Hanger, Spaced At 0.40m X 0.40m On Centers. • Rendering To Chb Or Concrete Surfaces  All Surfaces To Be Rendered Or Cement Plastered Shall Be Clean From Any Loose Material Or Contamination To Provide Strong Bond Between Plaster And The Surface.  Mix Proportion Shall Not Be Less Than 1 Part Of Cement To 4 Parts Of Screened Sand. Necessary Adjustments Shall Be Made To Provide A Strong And Consistent Mix, Free From Cracking Due To Rapid Hydration Of Plaster Mix.  Tampering Of Previously Mix Concrete Will Not Be Permitted.  All Surfaces To Receive Paint Finish Shall Be Smooth Whilst Surfaces To Receive Tiles Shall Be Rough To Provide Better Adhesion Or Bond. • Doors And Windows  Glass Door (glass/glazing) – 10mm Thk. Tempered Clear Glass On 50mm X 100mm Powder-coated Aluminum Framed Sliding Door With 2" X 6" Powder Coated Aluminum Jamb With Complete Hardware Accessories.  Glass Partitions (glass/glazing) – 6.00mm Thk. Clear Tempered Glass Fixed Glass On Powder-coated Aluminum Frame W/ Complete Hardware Accessories.  Windows (glass/glazing) – 6.00mm Thk. Clear Glass Awning Type Analok Aluminum Frame W/ Complete Hardware Accessories And Window Frame Weatherstripping.  All Metal Doors And Jambs – Hollow Core Metal Flush Type Swinging Door With 2" X 6" Steel Jamb – All In Paint Finish By Spray, W/ Complete Hardware And Door Accessories, Including Door & Jamb Seals As Indicated On Drawings, Completely Operational  All Doors And Jambs – Provide All Door Keys With Key Chains And Key Tags With Color And Specifications Subject For Approval Of The Healthcare Facility. • Specialties  Concrete Countertop Sink - Finish – Countertop Granite Slab, 0.60x2.40mm, Full Bullnose Edge On All Areas As Indicated On Drawings - Inclusions – Countertop Backsplash And Aprons At 0.10m - Thickness – 32mm - Finish And Color – As Selected By Healthcare Facility - Do Not Use Defective Pavers That Might Be Visible Or Cause Staining In Finished Work. - Cut Unit To Provide Pattern Indicated And In A Manner That Will Provide Clean, Sharp, Unchipped Edges.  Supply And Installation Of Built-in Cabinets And Shelves - Finish – As Indicated On Drawings - Work Includes But Is Not Limited To: - 3rd Floor Icu Nurse Station - 3rd Floor Icu-med Prep Room - 3rd Floor Nurse Station - 3rd Floor Nurse Station-med Prep Room - 3rd Floor Nurse Station-clean Linens Room - Miscellaneous  Building/room Signages/wayfinding Systems  Third Floor - Signages - Room Identification Sign (for Patient Rooms) - "isolation Room 17", 6mm Thick Frosted Acrylic - Room Identification Sign (for Patient Rooms) - "isolation Room 18", 6mm Thick Frosted Acrylic - Room Identification Sign (for Patient Rooms) - "isolation Room 19", 6mm Thick Frosted Acrylic - Room Identification Sign (for Patient Rooms) - "intensive Care Unit", 6mm Thick Frosted Acrylic - Area Identification (sticker Mounted) - "icu Unit 1/2/3", Frosted Sticker Mounted On Glass Surface - Room Identification Sign (for Service Rooms) - "dirty Utility", 6mm Thick Frosted Acrylic - Room Identification Sign (for Service Rooms) - "nurse Station", 6mm Thick Frosted Acrylic - Room Identification Sign (for Service Rooms) - "medicine Preparation Room", 6mm Thick Frosted Acrylic - Regulatory Sign With Room Label (authorized Personnel Only) – “electrical Room”, 6mm Thick Frosted Acrylic - Regulatory Special Signs (access Ramp Sign), 6mm Thick Frosted Acrylic - Restroom Identification – “all Gender Toilet”, 6mm Thick Frosted Acrylic - 3rd Floor - Emergency Exit Plan, 6mm Thick Frosted Acrylic - Way Finder Sign, 6mm Thick Frosted Acrylic - Smoke Free Building Sign, 6mm Thick Frosted Acrylic  Ground To Second Floor - Signages - 2nd Floor - Emergency Exit Plan, 6mm Thick Frosted Acrylic - 1st Floor - Emergency Exit Plan, 6mm Thick Frosted Acrylic  Supply And Installation Of Left Façade Enclosure - Work Includes But Is Not Limited To: - All Wall Areas As Indicated On Drawings (specifically On Left Façade)  Material Specification: - Fixed Framings In Paint Finish - Miscellaneous To Complete All Works G. Plumbing Works Provide All Labor, Materials And Equipment And Perform All The Work Necessary For The Complete Execution Of All The Work As Shown On Drawings And Specified In This Specification. Scope Of Works Shall Include But Does Not Be Limited To The Following Major Items Of Work: • Sanitary And Waterline Piping Works  Furnish And Install Complete Water Distribution System Including Incoming Supply Pipes And Connections, Pipes, Valves, Faucets, Accessories, Etc.  Storage, Delivery, Protection Before Installation And Connection Of Sanitary Line Accessories.  All Sanitary Pipes And Fittings To Be Used Shall Be Made Of Polyvinyl Chloride (pvc Pipes) Series 1000  All Waterline Pipes And Fittings To Be Used Shall Be Made Polypropylene Random Co-polymer (ppr Pipes)  Connections From Existing Water Supply And Existing Catch Basins.  Pressure Testing Of The Installed Water Distribution System.  Leakage Testing Of Soil, Waste, Vent, And Catch Basins And Septic Tank  Disinfections Of Water Distribution System.  Furnish And Install All Required Consumable Materials And Materials Tube Installed.  Investigation Of All Conflicts Of This Work And Coordination With Other Trades. • Plumbing Fixtures, Toilet & Sink Accessories * Submit Samples For Approval Prior To Installation" ** Faucets, Valves & Other Accessories Shall Be Japan, U.s., & E.u. Made  Two-piece Water Closet/s (push Button,4/6 Liters Water Saver) With Wall-mounted Semi-recessed Ceramic Tissue Holder, Wall-mounted Semi-recessed Ceramic Soap Holder, Complete Accessories  Wall Hung Lavatory W/ Complete Fittings & Accessories  Wall Hung Lavatory W/ Half-pedestal W/ Complete Fittings & Accessories  Stainless Steel 304 Lavatory Faucet  Stainless Steel 304 Two-way Faucet W/ Telephone Shower  50x45x20 Cm Stainless Steel 304 Single Bowl Surface Mounted Kitchen Sink W/ Complete Fittings & Accessories  Surface-mounted Long Neck Faucet For Kitchen Sink (med. Prep. Room)  Hand Bidet  Ss 304 Towel Bar  Stainless Steel Floor Drain, 6"x6" H. Electrical Works Provide All Labor, Materials And Equipment And Perform All The Work Necessary For The Complete Execution Of All The Work As Shown On Drawings And Specified In This Specification. Scope Of Works Shall Include But Does Not Be Limited To The Following Major Items Of Work: • Panel Boards And Circuit Breakers At 3rd Floor 3 Blower (exhaust & Supply Blower Panelboard) Assembled In Nema 1 Enclosure, Wall Mounted, Swing Dead Front, Powder Coated With Terminal Lugs In Crimping Type Ready, With Grounding Busbar Main: 60at,3p, 100af, 10 Kaic, 230 V, Mccb Branches: 4 - 30at/100af, 2p, 230 V, Mcb 2 - 20at/100af, 2p, 230 V, Mcb • Roughing-ins  20mm Dia.upvc Pipe  20mm Dia. Upvc Male Adapter With Locknut  25mm Dia.upvc Pipe  25mm Dia. Upvc Male Adapter With Locknut  20mm Corrugated Electrical Flexible Hose  20mm Electrical Flexible Hose Connector  Junction Box With Cover  Utility Box  Square Box  Consumables • Wires And Cables  Thhn/thwn Wire - 2.0mm², 3.5mm², 5.5mm², 14.0mm², 60.0mm² • Wiring Devices  Single Pole Switch With Led Indicator, Flush Type Modern Series  Duplex Switch With Led Indicator Flush Type Modern Series  Triplex Switch With Led Indicator Flush Type Modern Series  Three-way Switch Two Gang  Duplex Universal Convenience Outlet, 3 Prong Modern Series, 16a, 230v  Duplex Universal Outlet, Floor Mounted Type, 16a, 230v  Acu Outlet, Universal, 30a, 230v W/ Grounding-type • Lighting Fixtures  4"ø Downlight, With 11w Led Recessed Mounted  60 X 60 Square Type Recessed Led Panel  Emergency Light  Exit Light  30 Watts Led Flood Light I. Auxiliary Works To Include Fixing And Installation; Complete Accessories And Necessary Consumables; All In Accordance With Auxiliary Plan And Specification And As Indicated On Detailed Cost Estimates: • Fire Alarm And Detection System  Roughing-ins / Wires: - 15mmø Emt Pipe, Coupling, Connector - Pullbox - Metal Flexible Conduit 1/2" - Straight Connector 1/2" - Junction Box W/ Cover - Utility Box - Conduit Supports / Hangers - 1.25mm2 Twisted Pair - Consumables - Equipment: - Smoke Detector • Paging System  Roughing-ins / Wires: - 15mmø Upvc Pipe, Male Adapter With Locknut - Metal Flexible Conduit 1/2" - Straight Connector 1/2" - Junction Box With Cover - 1.25mm2 Twisted Pair - Consumables - Equipment: - Ceiling Speaker • Cctv System  Roughing-ins / Wires: - 15mmø Upvc Pipe - 15mm Dia. Upvc Male Adapter With Locknut - Junction Box With Cover - Utility Box With Cover - Utp Cat 6 4pairs - 1 Gang Outlet - Consumables  Equipment: - Ip Camera Dome Type J. Fire Protection Works To Include Fixing And Installation; Complete Accessories And Necessary Consumables; All In Accordance With Fire Protection Plan And Specification. • Black Iron Pipes, Fittings, Valves And Accessories: - Bi Pipes Schedule 40 @ 6m, Seamless (also Including Drain Pipe Riser And Auto Sprinkler Riser) And All Fittings, Valves And Accessories As Indicated On Detailed Cost Estimates • Sprinkler Heads And Accessories - Pendent Type: 135 Degrees To 165 Degrees - Sidewall Type: Standard Coverage • Others – Hangers And Supports, Miscellaneous And Consumables (including Painting And Tagging) • Testing And Commissioning – Configuration, Testing And Commissioning, Documentation, Training And Orientation K. Mechanical Works To Include Fixing And Installation; Complete Accessories And Necessary Consumables; All In Accordance With Mechanical Plan And Specification And As Indicated On Detailed Cost Estimates: • Air-conditioning Works - 3.0 Hp Split Type Aircon, Inverter Type, - 2.0 Hp Split Type Aircon, Inverter Type - 1.0 Hp Split Type Aircon, Inverter Type - Consumables • Ventilation Works - Bag/s In Bag/s Out Exhaust Blower Equipment - Panel Carbon Filter 16"x16"x2" - Hepa Filter With Aluminum Separator - Ducting L. Request For Final Inspection • Contractor Shall Submit Its Written Request For A Final Inspection Of The Project To The Medical Center Chief Office At Least Seven (7) Days Prior To Project Inspection & Turn-over. M. Tools And Equipment • Various Basic And Advanced Masonry/electrical/carpentry Tools • Measuring And Layout Tools • Waterproofing Application And Miscellaneous Tools • Safety Equipment • Utility Vehicle General Guidelines • All Construction Works Shall Be Undertaken By Contractor In Accordance With Existing Laws And All Other Applicable Rules And Regulations. • The Contractor Shall Be Responsible In Setting Out Reference Lines, Elevations (lines And Grades) Prior And During The Execution Of The Works. All References Shall Be Maintained And Protected By The Contractor At His Own Expense. Disturbed References Shall Be Restored To Its Original Position Without Extra Cost To Devmh. • The Contractor Shall Carry Out The Works Properly And In Accordance With This Contract. The Contractor Shall Provide All Supervision, Labor, Materials, Plant And Equipment, Which May Be Required. • The Contractor Shall Commence Execution Of The Works On The Start Date And Shall Carry Out The Works In Accordance With The Approved Pert/cpm Network Diagram Submitted By The Contractor, As Updated With The Approval Of The Procuring Entity’s Representative, And Shall Complete The Works By The Intended Completion Date. • The Contractor Shall Be Responsible For The Safety Of All Activities On The Site. • During On-going Construction And Before The Turn-over Of The Project, Engineering & Facilities Management Staff, End-users, Twg And Bac Shall Inspect The Works Undertaken By Contractor. Hospital Engineers And End-users Discover Any Deviations By Contractor From The Approved Construction Plans, Contractor Shall Be Required To Rectify All Such Deviations, Within Such Period Required By Client. • Contractor Shall Have Full Responsibility For Any And All Damages To Existing Hospital Facilities, Utilities, And/or Any Portion Of The Hospital’s Common Area, Due To The Works Undertaken By Contractor, Whether Accidental Or Intentional. • No Variation Order Shall Be Undertaken Unless Verified By Hospital Engineer And Approved By Executive Committee. • Contractor Shall Not Cover Or Block Stub-outs (cleanouts, Water Source, Exhaust, Sewer, Drainage, Etc.) When Not Utilized. Said Stub-outs Shall At All Times Be Free Of Obstructions And Easily Accessible. • Contractor Shall Secure A Utility Tapping Permit Prior To Tapping From Utility Provision. • Electricity And Water Consumed During Construction Shall Be Charged To Contractor. • End-users Reserves The Right To Inspect The Works At Any Time. • Contractor Shall Insure And Hold Client, Its Affiliates, Officers, Directors, Stockholders, Employees, Agents, And/or Representatives, Free And Harmless From And Against Any Injury, Losses, Claims, Damages, Liabilities, Expenses, And/or Costs Of Litigation, Resulting From Or Arising Out Of The Works Undertaken By Contractor. • In Event Of Force Majeure, The Contractor Shall Rectify, Replace Or Build The Unfinished Projects When It Is Not Yet Completed And Accepted W/o Additional Cost For The Procuring Entity. • Contractor Shall Comply With The Construction House Rules Of This Hospital. Time Of Completion • The Completion Of The Project Shall Be One-hundred Twenty (120) Calendar Days From The Date Of Effectivity.

Details: Good Day, Good Day, Good Day. He returns to the State of Z Prosecution of the Office of the Office for the Protection of Mienia Oraz Supporting System Na Terenie: "Stalowe 1 Ul. Blokow 3. 31-752 Krakow Krakow". - Wytwórnia Konstrukcja Stalowych 2, Żłobnica, Ul. Milenijna 5 97-410 Kleszczówówówówówówów. Kontraktacji – 2 Lata. In order to protect the hunters of the Protection of Nature: 1. He became an independent nature of the Fizyna Mienia, his roommate Oraz, and the State of the Się W Pomieszczeniech; his room for the Protection of Fizyna, his rooms. 2. The protection of the complete 1st Worker for the Protection of 24/h 7 Dni W Tygodniu (postership of Całodobowy); . 3. It serves Oraz Monitoring Systems for 24 Godziny Na Dobę (cctv); Ccv. 4. In the Electron System Weryfiking the Patrole Z Weryfikacja On-line Do Któr Z Którego Zleceniodaegor will have an unlimited access; it will be unambiguous. 5. Dokonyowanie Systematyczne (NZZZZZZZZ Na Two Godziny, Ze especially Uwaga Uwaga). In Godzinach 18:00 - 06.00) Extraordinary Interiors of the I Zewnarznych Ochranian Object. 6. As a result of his documentation, Związny Z Wykonyzenie Czynnościnych na Terenie objectu, To jest Prowagnie Rejestru Zdarzeń I Uwag Związnych Z Prowadzoną; To jest Prowagnie Rejestru Zdarzeń I Uwagąznych Związnych Ziemąznych Z Prowadzoneą, ; To jest Prowadąb. 7. The Ochranian object of the Preservation of Się Do Niego Osób Nieupoważniych; the danger of the Ochranian object. 8. As a result of Osobie Wskazawa, W Sposób Ustalony Między Stronami O Istotnych Wying Place Na Ochraniny Bothkcie I Terenie; I Terenie; and I Terenie. 9. The publication of the Principles of the Information of the Rings of the Avaries on the basis of the letters of the Osób Upoważniych. "O Przygotowanie Rewizji Ofert Ze Względu Na Ulga Pfron". Uwagi: It is required by the Wszelkich Niezbędnych Uprawnień, Licencja, Ubezpieczeń, Koncesji Na Prowagnie "Mienia I Osób, Polisy Oc". Thanks to the Workers of the Protection of the Distribution of Się Wysoką Kultura Osobistą. Się, To Wykonał Wizji Local In Celu Zapoznania Się Z Placem Fullienia Dozoru Oraz his Zakres, If To Konie Dogotowanie Oferty, Zamwarcia Domkonania Zadania. The headquarters of the Vizja Local I Zapoznania Się Z Warunkami Protection Agency. In localization, the M can move Po Uprzednim U ordered Się Z Deleged Do Tego Pracownik Firmy Mostostal Krakow. The term consists of Ofert: Prosimy consists of W Terminie Do Day 15.11.2022r. Handlowe: "Polew 30 Dni Od Daty Dostarczenie Fv Do seaty Mostostal Krakow".

Tender Id: MC-59-NCC-CCTV-2024-25-ASANSOL DIVISION-MECHANICAL/EASTERN RLY | Supply, Installation And Commissioning Of Digital Surveillance At New Coaching Complex/asansol In Connection With The Work "infrastructural Up Gradation Of New Coaching Complex For Lhb Type Coach Examination, Asansol"