Sewage Treatment Tenders

Details: 1. Project Title:architect-engineering (a-e) Construction Phase Support Services Throughout The Central Command (centcom) Area Of Responsibility (aor).the Synopsis For This Action Is Posted Under W912er24r0017. 2.project Location:predominately The Centcom Aor. There Are 20 Nations In The Aor, Which Stretches From Northeast Africa Across The Middle East To Central And South Asia. afghanistan Oman bahrain Pakistan egypt Qatar iran Saudi Arabia iraq Syria israel Tajikistan jordan Turkmenistan kazakhstan United Arab Emirates kuwait Uzbekistan kyrgyzstan Yemen lebanon 3. Project Naics Code:541330 4.response Date:02 August 2024 5.short Project Description: a Market Survey Is Being Conducted To Determine The General Level Of Market Interest In The Project And To Use The Garnered Information To Better Determine The Source Selection Strategy. The U.s. Army Corps Of Engineers, Middle East District Contracting Division Is Seeking Information Regarding Capability And Availability Of Potential Contractors To Perform Indefinite Delivery Indefinite Quantity (idiq) Task Order Contracts. The Proposed Idiq Is To Provide A Wide Range Of Construction Phase Support A-e Services Including, But Not Limited To, Performing Quality Assurance Reviews Of Design And Construction Submittals Prepared By Others And Provide Written Recommendations; Perform Biddability, Constructability, Operability, Environmental And Sustainability (bcoes) Review Of Design Drawings And Specifications Prepared By Others; Conduct The Full Range Of Quality Assurance Inspections And Testing To Substantiate Or Otherwise Verify The Suitability Of In-place Work, Materials And Equipment Or Services Provided; Review And Comment Upon Proposed Construction Or Service Performance Techniques, Procedures, And Methods Prepared Or Proposed By Others And Provide Recommendations To The Government With Respect To Approval Or Disapproval Actions That Should Be Taken; Review, Evaluate, And Provide Construction Or Performance Time And Should-cost Impact Analysis Of Proposed Or Actual Change Orders; Review Contractors’ Schedules And Confirm To The Government That They Are Technically Correct And Meet The Contract Requirements; Assist With The Continuous Integration Of District Programs Within The Centcom Aor, Along With Any Future Funded Databases And Reporting Structures; And Provide Subject Matter Expert Support For All Transatlantic Middle East District (tam) Stakeholders Throughout The Centcom Aor. contract Duration Is Estimated At 5 Years. We Will Award One A-e Contract With A Total Capacity Of $75,000,000 Over The Prospective Five Year Life Of The Contract(s) (base Of Three Years, Option Of Two Years). 6.type Of Action:a/e Design Satoc 7.estimated Advertisement Date:july 2024 8. Estimated Award Date:september 2024 9.estimated Performance Period:5 Years 10.estimated Capacity:$75,000,000 11.criteria: a. Questionnaire interested Firms Will Complete The Attached Questionnaire. This Should Provide A Rough Idea Of The Company’s Size, Number Of Personnel For The Labor Categories, And A Summation Of The Firm’s Experience. b. Projects Similar In Scope To This Project Include: perform Construction Phase Support Architectural-engineering And Associated Incidental Services In Accordance With Far 36.601-3 And 36.601-4, For All Counties Located Within The Centcom Aor. Work Will Largely Occur At The Project Sites Located Throughout The Centcom Aor, Although Some Projects Or Requirements May Be Performed At The A-e Home Office. tasks Include, But Are Not Limited To, The Below Construction Phase Support Services: review Value Engineering Change Proposals (vecps), Including Validating Acceptance Of Changes In Methods And/or Materials And Confirming Estimated Amounts For The Vecp. participate In Project Site Visits, Including Having Professional Engineers And Registered Architects Conduct On-site Inspections As Requested During Critical Construction Activities To Ensure Contract Compliance. provide On-site Quality Assurance Representative Services, To Include Inspection And Oversight Of Construction Activities. provide An Updated Construction Schedule As The Project Progresses Through Construction, Including Critical Path Updates And Three-week Look-ahead Scheduling. provide Studies, Investigations, Evaluations, And Technical Subject Matter Expert Support Related To Construction Activities. perform Field And Laboratory Testing Of Construction Materials. provide Review, Evaluation, And Response To Requests For Information (rfis) provide Review, Evaluation, And Response To Construction Submittals work Can Be Anticipated For A Variety Of Experience Categories, Including: Airports, Including Airport Lighting And Terminals And Hangars; Barracks And Dormitories; Cost Estimating, Cost Engineering And Analysis, Parametric Costing; Dining Halls, Clubs, Restaurants; Electrical Studies And Design; Garages, Vehicle Maintenance Facilities; Highways, Streets, Airfield Paving, Parking Lots; Hospital And Medical Facilities; Laboratories, Medical Research Facilities; Missile Facilities; Office Buildings; Petroleum And Fuel (storage And Distribution); Power Generation, Transmission Distribution; Rehabilitation (buildings, Structures, Facilities); Sewage Collection, Treatment And Disposal; Structural Design; Utilities; And Warehouses And Depots the Selected Firm Will Provide Qualified Professional Disciplines Supporting At All Levels Of The Work Including But Not Limited To Construction Management, Quality Assurance, Data Management, Project Management, Database Management, Construction Scheduling, Industrial Hygienist, Safety Specialist, Geographic Information System Specialist, And A Range Of Project And Office Engineer Support, Including Civil Engineering, Structural Engineering, Mechanical Engineering, Electrical Engineering, Fire Protection Engineering, Environmental Engineering, And Cost Engineering. work Must Have Been Self-performed (or At Least 50% Or Greater Self-performed) To Qualify As Experience. firms Are Requested To Provide Projects That They Feel Best Demonstrates Their Capabilities. Projects Should Demonstrate Successful Performance Of Construction Management And Relate Projects Valued Between $500,000 And $25,000,000 Performed Within The Past 5 Years. Annual Performance Should Show A Capability To Successfully Manage $15,000,000 Of Construction Phase Support Services Annually/ 12. Base On The Discussion Above, For Each Project Submitted, Include: a. Scope Of The Project Including The Size And Award Amounts. b. Current Percentage Of Construction Complete And The Date When It Was Completed. c. The Portion And Percentage Of The Project That Was Self-performed. d. The Scope Of The Work Self-performed e. Identify Subcontractors total Submittal Package Shall Be No Longer Than 15 Pages. Please Only Include A Narrative Of The Requested Information; Additional Information Will Not Be Reviewed. this Is Not A Request For Proposal And Does Not Constitute Any Commitment By The Government. Responses To This Sources Sought Notice Will Be Used By The Government To Make Appropriate Acquisition Decisions. All Interested Sources Must Respond To Future Solicitation Announcements Separately From Responses To This Market Survey.

Details: Budget And Treasury Directorate Supply Chain Management (scm) Tenders Notice Tenders Are Invited For The Following: Documents For The Following Tenders Can Be Obtained At The Applicable Non-refundable Amount Per Set At Supply Chain Management Tender Office, Harrower Road North End, Gqeberha 6001, Fax 041 5061969, Tel. 041 506 7531, Or By Prior Notification From The Kariega, Supply Chain Management Office, 17 Sellick Street, Uitenhage, Tel. 087 121 3032 Or 087 121 3031 This After Payment Has Been Made In Gqeberha At The Cashiers, Mfanasekhaya Gqobose Building (formerly Eric Tindale Building), Govan Mbeki Avenue Or In Uitenhage At The Treasury Office, Market Street, When Payment Is Made, Please Quote The Following Information: On Cash/cheque Payment: Vote 00154776 On Bank Transfer Payment: Bank Account Number: 4079533826, Code 632005 Account Name: N.m.b.m. – Deposit Account/primary Deposit Account Bank : Absa Bank, P.e. Reference : Vote 00154776 Proof Of Payment Must Be Provided. Formal Tenders Scm No. Tender Description (including Clarification Meetings. *where Applicable.) Tender Fee Scm/1053/c/2022-2023 Professional Engineering Services: Design And Monitor The Installation Of Civil Engineering Services In Khayamnandi A & B Phase 5 Compulsory Clarification Meeting: 09 April 2024, City Hall Auditorium, Gqeberha 6000, At 10:00am Validity Period: 90 Days R 755.00 Scm/1152/c/2023-2024 8ce / 8gb Or Higher Construction Of The Sewage Grit & Screenings Treatments Facility Compulsory Clarification Meeting: 16 April 2024, Corner Of John Talent And Fishwater Lane, Deal Party, Gqeberha 6000, At 10:00 Am Validity Period: 90 Days R 1511.00 All Tenderers Must Be Registered On The Municipality’s Supplier’s Database Through Nmbm Database. The Municipality Reserves The Right Not To Consider The Tenders Of Tenderers Not Registered On The Nelson Mandela Bay Municipality’s Supplier’s Database. Please Phone Nmbm Database 041 – 5063274/3266 To Register, If Not Yet Registered. Tenderers Arriving 10 Minutes Late Will Not Be Allowed Into A Clarification Meeting. Submission And Opening Of Tenders Tenders Must Reach The Municipality By Not Later Than 11:00am On : 02 May 2024 : Scm/1053/c/2022-2023 09 May 2024 : Scm/1152/c/2023-2024 The Tenders In Sealed Envelopes, Clearly Stating The Contract Number And Description, Must Be Placed In The Tender Box At Either The Supply Chain Management Offices In Harrower Road North End, Or At The Supply Chain Management Purchase Offices, 17 Sellick Street, Kariega Between 8:00 And 16:00 Weekdays. Tenders Will Be Publicly Opened Simultaneously In The Boardroom, Supply Chain Management Office, Harrower Road, North End, Gqeberha And The Supply Chain Management Purchase Offices, 17 Sellick Street, Kariega , Shortly After 11:00 On The Application Thursday. The Council Does Not Bind Itself To Accept The Lowest Or Any Tenders And Late Tenders Will Not Be Accepted. The Council Promotes The Use Of Previously Disadvantaged Small And Medium Contractors. Details Of The Preference Formula Appear In The Supply Chain Management Policy Of The Municipality And Can Be Obtained From The Director: Supply Chain Management, Harrower Road, North End, Gqeberha. As Per Section 22(1)(b)(ii) Of The Scm Policy, Bids May Be Submitted Only On The Original Stamped Bid Documentation Provided By The Nmbm; And The Date, Time And Venue Of Any Compulsory Site Meeting Of Briefing Session As Per Section 22(1)(b)(iii) Of The Scm Policy, And Section 22(1)(b)(iv), A Bid From A Prospective Bidder Who Did Not Attend A Prescribed Compulsory Site Meeting Or Briefing Session Referred To In Subparagraph (iii) Will Not Be Considered. All Bid Must Be Submitted On The Official Forms Provided By The Municipality – Not To Be Re-typed Or Copied.” Cancellation Of Tender Please Note That The Following Tender/s Have Been Cancelled As Per City Manager Resolution 3985 And 3982 : Contract Enquiry No. Description Reason/s Scm/1025/s/2022-2023 High Availability Turnkey Solution - Virtual Private Network (mpls), Access Point Name (apn) And Hosting Services As Per Section 29(12)(c) Of The Supply Chain Management Policy, (i.e. No Acceptable Bids Are Received) Scm/21-78/s Maintain And Service Nelson Mandela Bay Interactive Voice Response System (ivr) As Per Section 29(12)(c) Of The Supply Chain Management Policy, (i.e. No Acceptable Bids Are Received)

Details: Budget And Treasury Directorate Supply Chain Management (scm) Tenders Notice Tenders Are Invited For The Following: Documents For The Following Tenders Can Be Obtained At The Applicable Non-refundable Amount Per Set At Supply Chain Management Tender Office, Harrower Road North End, Gqeberha 6001, Fax 041 5061969, Tel. 041 506 7531, Or By Prior Notification From The Kariega, Supply Chain Management Office, 17 Sellick Street, Uitenhage, Tel. 087 121 3032 Or 087 121 3031 This After Payment Has Been Made In Gqeberha At The Cashiers, Mfanasekhaya Gqobose Building (formerly Eric Tindale Building), Govan Mbeki Avenue Or In Uitenhage At The Treasury Office, Market Street, When Payment Is Made, Please Quote The Following Information: On Cash/cheque Payment: Vote 00154776 On Bank Transfer Payment: Bank Account Number: 4079533826, Code 632005 Account Name: N.m.b.m. – Deposit Account/primary Deposit Account Bank : Absa Bank, P.e. Reference : Vote 00154776 Proof Of Payment Must Be Provided. Formal Tenders Scm No. Tender Description (including Clarification Meetings. *where Applicable.) Tender Fee Scm/1053/c/2022-2023 Professional Engineering Services: Design And Monitor The Installation Of Civil Engineering Services In Khayamnandi A & B Phase 5 Compulsory Clarification Meeting: 09 April 2024, City Hall Auditorium, Gqeberha 6000, At 10:00am Validity Period: 90 Days R 755.00 Scm/1152/c/2023-2024 8ce / 8gb Or Higher Construction Of The Sewage Grit & Screenings Treatments Facility Compulsory Clarification Meeting: 16 April 2024, Corner Of John Talent And Fishwater Lane, Deal Party, Gqeberha 6000, At 10:00 Am Validity Period: 90 Days R 1511.00 All Tenderers Must Be Registered On The Municipality’s Supplier’s Database Through Nmbm Database. The Municipality Reserves The Right Not To Consider The Tenders Of Tenderers Not Registered On The Nelson Mandela Bay Municipality’s Supplier’s Database. Please Phone Nmbm Database 041 – 5063274/3266 To Register, If Not Yet Registered. Tenderers Arriving 10 Minutes Late Will Not Be Allowed Into A Clarification Meeting. Submission And Opening Of Tenders Tenders Must Reach The Municipality By Not Later Than 11:00am On : 02 May 2024 : Scm/1053/c/2022-2023 09 May 2024 : Scm/1152/c/2023-2024 The Tenders In Sealed Envelopes, Clearly Stating The Contract Number And Description, Must Be Placed In The Tender Box At Either The Supply Chain Management Offices In Harrower Road North End, Or At The Supply Chain Management Purchase Offices, 17 Sellick Street, Kariega Between 8:00 And 16:00 Weekdays. Tenders Will Be Publicly Opened Simultaneously In The Boardroom, Supply Chain Management Office, Harrower Road, North End, Gqeberha And The Supply Chain Management Purchase Offices, 17 Sellick Street, Kariega , Shortly After 11:00 On The Application Thursday. The Council Does Not Bind Itself To Accept The Lowest Or Any Tenders And Late Tenders Will Not Be Accepted. The Council Promotes The Use Of Previously Disadvantaged Small And Medium Contractors. Details Of The Preference Formula Appear In The Supply Chain Management Policy Of The Municipality And Can Be Obtained From The Director: Supply Chain Management, Harrower Road, North End, Gqeberha. As Per Section 22(1)(b)(ii) Of The Scm Policy, Bids May Be Submitted Only On The Original Stamped Bid Documentation Provided By The Nmbm; And The Date, Time And Venue Of Any Compulsory Site Meeting Of Briefing Session As Per Section 22(1)(b)(iii) Of The Scm Policy, And Section 22(1)(b)(iv), A Bid From A Prospective Bidder Who Did Not Attend A Prescribed Compulsory Site Meeting Or Briefing Session Referred To In Subparagraph (iii) Will Not Be Considered. All Bid Must Be Submitted On The Official Forms Provided By The Municipality – Not To Be Re-typed Or Copied.” Cancellation Of Tender Please Note That The Following Tender/s Have Been Cancelled As Per City Manager Resolution 3985 And 3982 : Contract Enquiry No. Description Reason/s Scm/1025/s/2022-2023 High Availability Turnkey Solution - Virtual Private Network (mpls), Access Point Name (apn) And Hosting Services As Per Section 29(12)(c) Of The Supply Chain Management Policy, (i.e. No Acceptable Bids Are Received) Scm/21-78/s Maintain And Service Nelson Mandela Bay Interactive Voice Response System (ivr) As Per Section 29(12)(c) Of The Supply Chain Management Policy, (i.e. No Acceptable Bids Are Received)

Details: Budget And Treasury Directorate Supply Chain Management (scm) Tenders Notice Tenders Are Invited For The Following: Documents For The Following Tenders Can Be Obtained At The Applicable Non-refundable Amount Per Set At Supply Chain Management Tender Office, Harrower Road North End, Gqeberha 6001, Fax 041 5061969, Tel. 041 506 7531, Or By Prior Notification From The Kariega, Supply Chain Management Office, 17 Sellick Street, Uitenhage, Tel. 087 121 3032 Or 087 121 3031 This After Payment Has Been Made In Gqeberha At The Cashiers, Mfanasekhaya Gqobose Building (formerly Eric Tindale Building), Govan Mbeki Avenue Or In Uitenhage At The Treasury Office, Market Street, When Payment Is Made, Please Quote The Following Information: On Cash/cheque Payment: Vote 00154776 On Bank Transfer Payment: Bank Account Number: 4079533826, Code 632005 Account Name: N.m.b.m. – Deposit Account/primary Deposit Account Bank : Absa Bank, P.e. Reference : Vote 00154776 Proof Of Payment Must Be Provided. Formal Tenders Scm No. Tender Description (including Clarification Meetings. *where Applicable.) Tender Fee Scm/1053/c/2022-2023 Professional Engineering Services: Design And Monitor The Installation Of Civil Engineering Services In Khayamnandi A & B Phase 5 Compulsory Clarification Meeting: 09 April 2024, City Hall Auditorium, Gqeberha 6000, At 10:00am Validity Period: 90 Days R 755.00 Scm/1152/c/2023-2024 8ce / 8gb Or Higher Construction Of The Sewage Grit & Screenings Treatments Facility Compulsory Clarification Meeting: 16 April 2024, Corner Of John Talent And Fishwater Lane, Deal Party, Gqeberha 6000, At 10:00 Am Validity Period: 90 Days R 1511.00 All Tenderers Must Be Registered On The Municipality’s Supplier’s Database Through Nmbm Database. The Municipality Reserves The Right Not To Consider The Tenders Of Tenderers Not Registered On The Nelson Mandela Bay Municipality’s Supplier’s Database. Please Phone Nmbm Database 041 – 5063274/3266 To Register, If Not Yet Registered. Tenderers Arriving 10 Minutes Late Will Not Be Allowed Into A Clarification Meeting. Submission And Opening Of Tenders Tenders Must Reach The Municipality By Not Later Than 11:00am On : 02 May 2024 : Scm/1053/c/2022-2023 09 May 2024 : Scm/1152/c/2023-2024 The Tenders In Sealed Envelopes, Clearly Stating The Contract Number And Description, Must Be Placed In The Tender Box At Either The Supply Chain Management Offices In Harrower Road North End, Or At The Supply Chain Management Purchase Offices, 17 Sellick Street, Kariega Between 8:00 And 16:00 Weekdays. Tenders Will Be Publicly Opened Simultaneously In The Boardroom, Supply Chain Management Office, Harrower Road, North End, Gqeberha And The Supply Chain Management Purchase Offices, 17 Sellick Street, Kariega , Shortly After 11:00 On The Application Thursday. The Council Does Not Bind Itself To Accept The Lowest Or Any Tenders And Late Tenders Will Not Be Accepted. The Council Promotes The Use Of Previously Disadvantaged Small And Medium Contractors. Details Of The Preference Formula Appear In The Supply Chain Management Policy Of The Municipality And Can Be Obtained From The Director: Supply Chain Management, Harrower Road, North End, Gqeberha. As Per Section 22(1)(b)(ii) Of The Scm Policy, Bids May Be Submitted Only On The Original Stamped Bid Documentation Provided By The Nmbm; And The Date, Time And Venue Of Any Compulsory Site Meeting Of Briefing Session As Per Section 22(1)(b)(iii) Of The Scm Policy, And Section 22(1)(b)(iv), A Bid From A Prospective Bidder Who Did Not Attend A Prescribed Compulsory Site Meeting Or Briefing Session Referred To In Subparagraph (iii) Will Not Be Considered. All Bid Must Be Submitted On The Official Forms Provided By The Municipality – Not To Be Re-typed Or Copied.” Cancellation Of Tender Please Note That The Following Tender/s Have Been Cancelled As Per City Manager Resolution 3985 And 3982 : Contract Enquiry No. Description Reason/s Scm/1025/s/2022-2023 High Availability Turnkey Solution - Virtual Private Network (mpls), Access Point Name (apn) And Hosting Services As Per Section 29(12)(c) Of The Supply Chain Management Policy, (i.e. No Acceptable Bids Are Received) Scm/21-78/s Maintain And Service Nelson Mandela Bay Interactive Voice Response System (ivr) As Per Section 29(12)(c) Of The Supply Chain Management Policy, (i.e. No Acceptable Bids Are Received)

Details: The subject of the Public Contract is the removal of waste (acceptance, transportation, processing or disposal) arising during the operation of wastewater treatment plants in Frýdlant and Nové Mesto Pod Smrkem. The goal of the procurement procedure is the conclusion of a framework agreement with one participant for the services of the further specified subject of performance in the period from 1.1. 2025 – 31.12. 2025, according to the client's current needs. The Client's intention is the continuous disposal of waste generated during the operation of wastewater treatment plants. The specifications of the individual activities and the type of waste are listed in Appendix No. 3 - Tender Sheet for Evaluation. The subject of the contract is the disposal of the following types of waste: 19 08 02 Waste from the sand trap, Category O 19 08 05 Sludge from sewage treatment, Category O 19 08 09 Mixture of fats and oils from the grease separator, Category O Part of the subject of the fulfillment of the public contract is the rental of containers (waste No. 19 08 02, 19 08 05), delivery of containers and transport of waste and its removal. The condition is to fill the container for one trip for waste No. 19 08 05 Sludge with a weight of at least 10t, for waste No. 19 08 02 with sand with a weight of at least 7t, for waste No. 19 08 09 – A mixture of fats and oils from a grease separator containing only Edible Oils And Edible Fats – Minimum Volume 10 M3.

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: Description Subject : Design And Build Of Dedvmh Central Waste Holding Area Location : Dedvmh Compound, Bood, Ubay, Bohol Terms Of Reference I. Background Don Emilio Del Valle Memorial Hospital (dedvmh) Is A Licensed Level 2 General Hospital Located In Ubay, Bohol With 200 Authorized Bed Capacity Which Aims To Provide Highly Specialized Quality Healthcare Services To All Where Human Dignity Is Valued And Respected By Competent And Committed Personnel. In Accordance With The Provisions Of And Related Issuances Of Doh Administrative Order No. 2019-0056 Increasing The Bed Capacity Of Dedvmh From 50 Beds To 300 Beds And R.a. No. 11223, Or The “universal Health Care Act”, The Hospital Shall Provide Promotive, Preventive, Diagnostic, Curative, And Palliative Care Services, And Research, Professional Teaching And Training Programs And Shall Be Fully Equipped With The State-of-the Art Equipment And Facilities, Complemented By Adequately Trained And Competent Human Resources For Health Appropriate For A Licensed And Accredited Tertiary General Hospital. Dedvmh Shall Strengthen Its Existing Basic Services, And Aim For The Improvement Of Its Service Capability And Capacity Serving As Referral Hospital In The Northeastern Section Of The Bohol Province, Complementing Local Health Systems And Providers Of Municipalities In The Area. In Order To Fulfill This Mandate, Dedvmh Is Upgrading Its Services To Become A Level Iii Hospital To Provide Better And Quality Healthcare Services Especially In The Northeastern Part Of Bohol, Its Catchment Areas And Nearby Provinces. The Increase In The Bed Capacity And Expansion Of Services And Capability Are Consistent With The Dedvmh’s Hospital Development Plan (hdp) And Philippine Health Facility Development Plan (phfdp) 2020-2040. Ii. Objectives The Purpose Of This Project Is To Expand Capacity Of Central Waste Storage To Manage Increased Waste From Hospital Growth, Enhancing Safety And Compliance With Health And Environmental Standards. The Area Will Be Organized To Streamline Waste Collection, Segregation, And Removal, Improving Staff Efficiency While Implementing Sustainable Features To Minimize Environmental Impact. The Design Will Also Be Scalable To Accommodate Future Hospital Expansions, With Secure Access Points To Ensure The Safety Of Personnel And Waste Management Staff, Creating A Safe, Organized, And Regulation-compliant Environment. The Design Must Also Conform To The Standards Set By In Accordance To The Manual On Technical Guidelines For Hospitals Planning And Design (level 3), Doh Manual On Healthcare Waste Management, 4th Edition, R.a. 9003: Ecological Solid Waste Management Act, R.a. 6969: Toxic And Hazardous Substances & Nuclear Waste Act, And Doh Green And Safe Health Facilities Manual To Develop Climate Smart Health Facilities That Address And Adapt To The Impacts On The Environment. The Winning Bidder Shall Design For This Project With The Approval Of The Medical Center Including The Approved Detailed Estimates, Bill Of Quantities, Technical Specifications, And Methodology Of Construction And Scope Of Works Of The Project. Iii. Conceptual Design The Design Concept Of The Project Was Governed By The Planning And Design Standards Of Level 3 Service Capability Hospital Facility As Prescribed By The Latest Requirements Of The Department Of Health And Other Concerned Agencies. Building Design Shall Conform To The Provisions Of The National Building Code Of The Philippines (pd 1096), Accessibility Law (bp 344), Architecture Law (ra 9266), National Structural Code Of The Philippines, Electrical Engineering Law (ra 7920), Mechanical Engineering Law (ra 5336), Plumbing Code (ra 1378, 1993-1994 Revisions), Fire Code (ra 9514) And Other Laws And Regulations Covering Environmental Concerns And Local Ordinances And Regulations. The As-built Plan And Proposed Schematic Lay-out/call-out Will Be Provided As Basis Reference In The Development Of Preliminary Conceptual Design Plans To Be Submitted As Part Of The Technical Proposal. However, It Is The Responsibility Of The Bidder To Verify Actual Site Conditions And Dimensions. The Preliminary Conceptual Design Plans And Perspectives Shall Be Included Construed Part Of The Technical Proposal As Follows: Preliminary Conceptual Design Plans Required Specified Degree Of Details 1. Schematic Floor Plans: A. Ground Floor All Schematic Plans Shall Be At Least A3 Size Paper And Shall Meet The Minimum Space Requirements And Planning/design Guidelines Of Level 3 Hospital For: - Central Waste Holding Area - Loading Area For Two (2) Wheeler Truck - Loading Dock - Housing For Stainless Steel Storage Tank And Fiberglass Pressure Tank Preliminary Conceptual Design Plans Required Specified Degree Of Details A. Aerial Perspective View All Perspective / Plans Shall Be At Least A3 Size Paper In Colored Printed And Shall Conform With The Preliminary Conceptual Plans And At Least 3d Rendered. B. Man’s Eye / Worm’s Eye Perspective View All Perspective / Plans Shall Be At Least A3 Size Paper In Colored Printed And Shall Conform With The Preliminary Conceptual Plans And At Least 3d Rendered. C. Front Perspective View All Perspective / Plans Shall Be At Least A3 Size Paper In Colored Printed And Shall Conform With The Preliminary Conceptual Plans And At Least 3d Rendered. D. Rear Perspective View In Conformance With The Preliminary Conceptual Plans And At Least 3d Rendered. E. Left & Right-side Perspective View All Perspective / Plans Shall Be At Least A3 Size Paper In Colored Printed And Shall Conform With The Preliminary Conceptual Plans And At Least 3d Rendered F. Longitudinal And Transverse Section Plans At Least One Longitudinal And One Transverse Section Plans In At Least A3 Size Paper The Conceptualization Of The Design Including Its Specifications And Space Requirements Shall Complement And/or Supplement With The Existing Site Conditions. Proponent’s Input, Suggestion And Recommendations With Regard To The Identification Of The Scope Or Physical Components And Structures, Specific Outputs And Requirements And Proposed Construction Methods Shall Be Considered. Iv. Performance Specifications And Parameters Site And Space Planning Were Governed By The Standards, Rules And Regulations On The Design Of Level 3 Hospitals As Prescribed By The Department Of Health And Other Concerned Agencies. Building Design Shall Conform To The Provisions Of The National Building Code Of The Philippines (pd 1096), Accessibility Law (bp 344), Architectural Law (ra 9266), Civil Engineering Law (ra 544), National Structural Code Of The Philippines, Electrical Engineering Law (ra 7920), Mechanical Engineering Law (ra5336), Plumbing Code (ra 1378, 1993-1994 Revisions), Fire Code (ra 9514) And Other Laws And Regulations Covering Environmental Concerns And Local Ordinances And Regulations. A. Pre-detailed Design 1. Engineering Surveys And Investigations 1.1 Surveys And Investigations Of The Site Includes Elevations And Contours (at 0.5m Interval), Soil Tests, Location, Dimension, Floor Elevations And Other Pertinent Data On Existing Buildings And Improvements (roads, Parking Areas, Mature Trees) And Existing Utility Lines (e.g. Water, Power, Telephone). 2. Preliminary Conceptual Design Plans/perspective 2.1 Preparation Of The Following Drawings For Design Development Based On The As Built Plan And Schematic Lay-out/call-out Prepared By The Procuring Entity. Please Refer To Section Iii. Conceptual Design. B. Detailed Design Preparation Of Final Design Concept And Detailed Architecture And Engineering Design Shall Be In Accordance With The Schematic Plans For Hospital Building And Design Conceptualization Duly Approved By The Dedvmh. In Determining The Final Design Concept And Detailed Architecture And Engineering Design, The Implementing Unit Together With The Design And Build Contractor Shall Initiate The Coordination Meeting With The Concerned Stakeholders In The Following Schedule: First Session - The Design And Build Contractor Shall Present The First Schematic Plan And Design Concept For Deliberation, Consultation And Inputs By The Proponents Within Ten (10) Calendar Days From The Effectivity Of Notice To Proceed Second Session - The Design And Build Contractor Shall Present The First Revision Of Schematic Plan And Design Concept For Deliberation, Consultation And Inputs By The Proponents, If There Any, Within Twenty (20) Calendar Days From The Effectivity Of Notice To Proceed Third Session - The Design And Build Contractor Shall Present The Second Revision Of Schematic Plan And Design Concept For Deliberation, Consultation And Inputs By The Proponents, If There Any, Within Thirty (30) Calendar Days From The Effectivity Of Notice To Proceed Upon Approval Of The Final Schematic Plan And Design Concept, The Design And Build Contractor Shall Then Proceed For The Design Phase, Enumerated As Follows: 1. Preparation Of The Following Detailed Design Drawings Of Entire Building (see Doh Checklist Of Drawings Requirements) Based On The Design Development Drawings And Design Parameters Including Any Revisions And Refinements As Approved And Required By The Dedvmh: A. Detailed Architectural Plans (refer To Checklist Of Drawings Requirements And Design Parameters). B. Detailed Structural Plans (refer To Checklist Of Drawings Requirements And Design Parameters). C. Detailed Electrical Plans (refer To Checklist Of Drawings Requirements And Design Parameters). D. Detailed Storm Drain, Sanitary And Plumbing Plans (refer To Checklist Of Drawings Requirements And Design Parameters). E. Detailed Mechanical Plans (refer To Checklist Of Drawings Requirements And Design Parameters). F. Structural Computations, Including Soil Boring Test Results And Seismic Analysis And Electrical Design Computations. G. General Notes And Technical Specifications Describing Type And Quality Of Materials And Equipment To Be Used, Manner Of Construction And The General Conditions Under Which The Project Is To Be Constructed. H. Detailed Cost Estimates, Detailed Bill Of Qualities, Bill Of Quantities, And Program Of Works Including A Summary Sheet Indicating The Unit Prices Of Construction Materials, Labor Rates And Equipment Rentals. I. Summary Of Works J. All Design Output Shall Include The Following: Particulars Design Required Output Hard Copy Printed In Standard Size Paper 40 X 30 Printed And Hardbound Catalog For All Perspective Views, Architectural Finishes, Electrical Fixtures, Sanitary/plumbing Fixtures Utilizing Standard A4 Size Photo Paper Electronic Copy Electronic Copies In Standard Formats: - Designplansfile.pdf; - Designplanscadfile.dwg; - Design3dfile.skp/dwg/etc; - Powerpointpresentation.ppt; - 3d Animations (walkthrough.mp4/avi/mov/etc.) Design And Build Contractor Shall Compile All The Files And To Be Stored In 1tb External Drive Fourth And Final Session - The Design And Build Contractor Shall Submit The Completed Detailed Design Drawings Of The Entire Building, Within Sixty (60) Calendar Days From The Effectivity Of Notice To Proceed. C. Green Building 1. Design Development Shall Consider At Least Basic Requirements For Green Building Applied To Hospital Facilities In Building Component Systems Such As Architectural, Structural, Electrical, Mechanical, And Sanitary. D. 3d Animation And Walkthrough Presentations Designer Shall Prepare A 3d Walkthrough, That Is, Taking A Virtual Tour Of The Proposed Project/structure In Any Design Platform. It Shall Be Produced From Digital 3d Models That Have Been Visualized To A Photo-realistic Standard That Will Showcase All The Design Elements, Both Externally And Internally Of A Property Development And Its Spaces. Minimum Expected Output Shall Include But Not Limited To: - 3d Walkthrough Presentation That Will Show From The Main Entrance Of The Hospital Compound, Going Through The Site Where The Project Is To Be Located. From The Site, It Should Walk Through The Main Facade And Entrance Of The Ground Floor Of The Building Up To The Third Floor Showing All The Respective Floors, Its Lobbies, Hallways, Rooms And Other Support Facilities. - In Addition, The 3d Walkthrough Presentation Shall Include The Exterior Views / Facade Of The Building With Its Adjoining Structures. E. Pre-construction Pre-construction Meeting Shall Be Scheduled On The Next Day That The Completed Detailed Design Drawings Are Submitted. Key Stakeholders—including The Dedvmh, And The Design And Build Contractor (architects, Engineers, Consultants, And Contractor—must Attend). The Meeting Will Serve To:  Review And Confirm The Submitted Design Documents.  Ensure That The Designs Comply With The Project’s Specifications, Budget, And Schedule.  Address Any Necessary Adjustments Or Clarifications Before Construction Commences. After The Pre-construction Meeting, The Design And Build Contractor Shall Finalize And Submit The Following Documents For The Approval Of Dedvmh: 1. Duly Signed Construction Schedule And S-curve 2. Duly Signed Manpower Schedule 3. Duly Signed Construction Methods 4. Duly Signed Pert Cpm And Ghannt Chart Showing Per Item Of Works Of Individual Projects 5. Log Book This Submission Should Encompass All Architectural, Structural, And Mepfs Plans, Specifications, And Any Amendments From The Meeting. These Documents Will Form The Basis For Construction. Upon The Dedvmh’s Approval Of The Submitted Construction Documents, A Notice To Commence Will Be Issued. Construction Activities May Only Begin Following The Issuance Of This Notice. F. Construction As A Rule, Contract Implementation Guidelines For Procurement Of Infrastructure Projects Shall Comply With Annex “e” And Guidelines For The Implementation Of Contracts For Design And Build Infrastructure Projects Shall Comply With Annex “g” Of Irr, Ra 9184. The Following Provisions Shall Supplement These Procedures: 1. Scope Of Works: Supply Of Materials, Labor, Tools And Equipment Necessary To Complete The Execution Of Architectural, Structural And Electrical And Mechanical Works. Includes All Other Necessary Works That Complete For The Fully Operational Building But Limited To The Following Work Items; A) Site Works - Provision Of Temporary Perimeter Fence - Demolition Of Existing Building/structure, Includes Hauling Of Debris Within The Hospital Compound - All Materials, Debris, Etc. Identified As Garbage As Directed By Hospital Management Shall Be Disposed Off-site - Excavation And Grading Provide Necessary Soil Protection On Excavated Portion. - Soil Poisoning And Termite Control B) Foundation Works - Foundation Of The Entire Building Includes Column Footings, Wall Footings And Other Sub-structures As Specified In The Approved Plan. C) Concrete Works - Foundation; Includes Slabs, Beams And Girders D) Architectural Works I) Exterior Walls – All Exterior Wall Ii) Interior Walls – All Interior Wall At Functional Floors Complete With Wall Finishes Iii) Ceiling Works – All Functional Floors As Determined By Procuring Entity Iv) Floor Finish – All Functional Floors As Determined By Procuring Entity V) Doors And Windows– All Exterior Doors And Windows As Per Plan And Specifications Vi) Doors And Windows – All Functional Areas As Determined By Procuring Entity Vii) Painting Works – All Exterior Walls; Interior Walls At Functional Areas Viii) Façade And Signage E) Electrical Works I) Roughing-ins – All Necessary Roughing-ins Including Riser Conduits Including Cable Tray Ii) Panel Boards And Breakers – Main Breaker; Panel Boards From Ground Floor To Third Floor Iii) Wires And Cables – All Wires And Cables At Functional Floors Includes Installation Of Main Feeder Lines Tap To Existing Power House Including Connections To All Panel Board And Breakers Iv) Electrical Fixtures And Devices – All Fixtures And Wiring Devices At Functional Areas. Provision Of Usb Ready Outlets To Every Rooms. V) Application Of Electrical Connections/permits Shall Be Shouldered By The Contractor F) Mechanical Works I) Installation Of Automatic Fire Protection System At Functional Areas Ii) Installation Industrial Exhaust Fan At Functional Areas As Determined By Professional Mechanical Engineer G) Plumbing And Sanitary Works I) Installation Of Plumbing And Sanitary System At Functional Areas, Includes; - Water Supply Pipelines - Waste Water Pipelines - Plumbing Fixtures And Accessories - Necessary Riser Pipes - Fiber Glass Pressure Tank With Shallow Well Jet Pump - Stainless Steel Storage Tank With Enclosure - Drainage System H) Other Works 1. No Works Shall Commence Unless The Contractor Has Submitted The Prescribed Documentary Requirements And The Dedvmh Has Given Written Approval. Work Execution Shall Be In Accordance With Reviewed And Approved Documents. The Contractor Shall Process The Approval Of Permit To Construct (ptc) Form Doh – Central Visayas Regional Office, Cebu City. In Addition To, The Contractor Shall Process The All-necessary Permits (i.e., Building Permit, Occupancy Permit And All Prerequisite Permits) Chargeable Against The Project. 2. The Contractor Shall Be Responsible For Obtaining All Necessary Information As To Risks, Contingencies And Other Circumstances Which May Affect The Works And Shall Prepare And Submit All Necessary Documents Specified By The Concerned Building Officials To Meet All Regulatory Approvals As Specified In The Contract Documents. 3. Any Errors, Omissions, Inconsistencies, Inadequacies Or Failure Submitted By The Contractor That Do Not Comply With The Requirements Shall Be Rectified, Resubmitted And Reviewed At The Contractor’s Cost. If The Contractor Wishes To Modify And Design Or Document Which Has Been Previously Submitted, Reviewed And Approved, The Contractor Shall Notify The Hospital Management And The Procuring Entity Within A Reasonable Period Of Time And Shall Shoulder The Cost Of Such Changes. 4. As A Rule, Changes In Design And Construction Requirements Shall Be Limited Only To Those That Have Not Been Anticipated In The Contract Documents Prior To Contract Signing And Approval. The Following Guidelines Shall Govern Approval For Change Or Variation Orders: A. Change Orders Resulting From Design Errors, Omissions Or Non-conformance With The Performance Specifications And Parameters And The Contract Documents By The Contractor Shall Be Implemented By The Contractor At No Additional Cost To The Procuring Entity. B. Provided That The Contractor Suffers Delay And/or Incurs Costs Due To Changes Or Errors In The Dedvmh Performance Specifications And Parameters, The Contractor Shall Be Entitled To Either One Of The Following: 1. An Extension Of Time For Any Such Delays Under Section 10 Of Annex “e” Of Irr (ra 9184); Or 2. Payment For Such Costs As Specified In The Contract Documents, Provided, That The Cumulative Amount Of The Variation Order Does Not Exceed Ten Percent (10%) Of The Original Project Cost. C. The Contract Documents Shall Include The Manner And Schedule Of Payment Specifying The Estimated Contract Amount And Installments In Which The Contract Will Be Paid. D. The Contractor Shall Be Entitled To Advance Payment Subject To The Provisions Of Section 4 Of Annex “e”, Irr (ra 9184). B. The Dedvmh Shall Define The Quality Control Procedures For The Design And Construction In Accordance With The Doh Guidelines And Shall Issue The Proper Certificates Of Acceptance For Sections Of The Works Or Whole Of The Works As Provided For In The Contract Documents. C. The Contractor Shall Provide All Necessary Equipment, Personnel, Instruments, Documents And Others To Carry Out Specified Tests. D. This Design And Build Projects Shall Have A Minimum Defects Liability Period Of One (1) Year After Contract Completion Or As Provided For In The Contract Documents. This Is Without Prejudice To The Liabilities Imposed Upon The Engineer/architect Who Drew Up The Plans And Specification For Building Sanctioned Under Section 1723 Of The New Civil Code Of The Philippines. E. The Contractor Shall Be Held Liable For Design And Structural Defects And/or Failure Of The Completed Project Within The Warranty Period Of 15 Years For Permanent Structures/buildings As Specified In Section 62.2.3.2 Of The Irr (ra 9184) V. Implementation Arrangement A. Reporting Protocol Contact Person I. Nelson A. Elle, Md, Dtmph, Mscih Office Of The Medical Center Chief Ii Don Emilio Del Valle Memorial Hospital Bood, Ubay, Bohol Ii. Joan V. Kadusale, Cpa Supervising Administrative Officer Don Emilio Del Valle Memorial Hospital Bood, Ubay, Bohol Iii. Leomel R. Labitad, Ce Engineer Iii Don Emilio Del Valle Memorial Hospital Bood, Ubay, Bohol Iv. Allana Jane C. Dacoylo, Uap Architect Ii Don Emilio Del Valle Memorial Hospital Bood, Ubay, Bohol Vi. Elegibility Requirements A. Basic 1. The Eligibility Requirements For Design And Build Scheme Shall Comply With The Applicable Provisions Of Sections 23-24 Of Irr Of Ra 9184. 2. A Modified Set Of Requirements Integrating Eligibility Documents And Criteria For Infrastructure Project And Consulting Services Shall Be Adopted In Accordance With Annex G - Guidelines For The Procurement And Implementation Of Contracts For Design And Build Infrastructure Projects Of Irr Of Ra 9184. 3. Pcab Classification Under “general Building”; License Category C&d “small B” 4. Contractor Must Have Similar Project In The Amount At Least Fifty Percent (50%) Of The Abc Within The Past Five (5) Years. 5. Similar Projects With The Following But Not Limited To:  Low-rise Hospital Facility Project, Must Have Ongoing Or Completed Project At Least 1-storey Building. B. Specialized 1. For Pre-design And Design Phase Of The Contract, The Bidder Shall Comply The Following Professionals To Be Assigned: I. Project Coordinator • Licensed Architect Or Engineer With At Least 10 Years’ Experience In Hospital-related Project Management. • Superb Oral And Written Communication Skills, Organization Skills And Excellent Administrative Abilities. Ii. Architect • The Architect Must Be A Registered And Licensed Architects (rla), With An Updated Professional Identification Card And Must Be A Member In Good Standing Of The Integrated And Accredited Professional Organization Of Architects (iapoa). • Should Have At Least 5 Years’ Experience In Hospital-related Project. Iii. Structural Engineer • Licensed Structural Engineer With At Least 5 Years’ Experience In Hospital-related Project Management. • Must Be A Member Of Accredited Structural Engineer Associations. Iv. Mechanical Engineer • Licensed Professional Mechanical Engineer With At Least 5 Years’ Experience In Hospital-related Project. V. Electrical Engineer • Licensed Professional Electrical Engineer With At Least 5 Years’ Experience In Hospital-related Project. Vi. Sanitary Engineer • Licensed Sanitary Engineer With At Least 5 Years’ Experience In Hospital-related Project. Vii. Cad Operator (at Least One For Architecture And One For Each Engineering Specialty) • At Least Bachelor’s Degree In Architecture, Engineering, And/or Industrial Technology Major In Drafting • Proficient In Autocad Software Viii. Administrative Support Staff 2. For The Construction Phase Of The Contract, The Contractor Shall Assign Technical Personnel With The Following Qualification: I. Project Manager • Licensed Architect Or Engineer With At Least 10 Years’ Experience In Medium Rise Hospital-related Project • Superb Oral And Written Communication Skills, Organization Skills And Excellent Administrative Abilities. Ii. Project Engineer (civil) • Licensed Civil Engineer With At Least 5 Years’ Experience As Project Engineer In Medium Rise Hospital-related Project Iii. Project Engineer (mechanical) • Registered Mechanical Engineer With At Least 5 Years’ Experience As Project Engineer In Medium Rise Hospital-related Project Iv. Project Engineer (electrical) • Registered Electrical Engineer With At Least 5 Years’ Experience As Project Engineer In Medium Rise Hospital-related Project V. Cad Operator (at Least One For Architecture And One For Each Engineering Specialty) • At Least Bachelor’s Degree In Architecture, Engineering, And/or Industrial Technology Major In Drafting • Proficient In Autocad Software Vi. General Foreman (all Discipline) • With At Least 5 Years’ Experience As General Foreman In Medium Rise Project Vii. Skilled Workers (all Discipline) • With At Least 3 Years’ Experience In Medium Rise Project Viii. Administrative Support Staff Vii. Approved Budget Cost Project Description Approved Budget Cost Design Of Dedvmh Central Waste Holding Area 5% - 7% Of Abc Construction Of Dedvmh Central Waste Holding Area 93% - 95% Of Abc Total Abc Php 5,000,000.00 The Approved Budget For The Design-build Contract Is Five Million Pesos (php 5,000,000.00) Which Is Identified As The Design And Build Of Don Emilio Del Valle Memorial Hospital Central Waste Holding Area. Detailed Architectural And Engineering Design Services Shall Not Exceed Seven Percent (7%) Of The Approved Budget Cost (as Per Prboa Resolution No. 6 Series Of 2016 - Architect’s Guidelines For Standards Of Professional Practice Compliances On The Methods Of Compensation And Schedule Of Fees, Pursuant To Republic Act No.9266, Published In The Official Gazette, September 19, 2016 Is The Entire Building Inclusive Of Taxes And Duties. Proposal Exceeding The Approved Budget Shall Be Automatically Rejected. Viii. Estimated Duration Of Engagement The Duration Of The Contract Is One Hundred Eighty (180) Calendar Days From The Design Phase Up To The Completion Of The Project From The Date Of Effectivity: I. Pre-design And Design Phase - 60 Calendar Days Ii. Construction Phase - 120 Calendar Days Ix. Minimum Requirements For Construction Safety And Health A. General Requirements No Contractor Or Subcontractor Shall Require Any Employee To Work In Surroundings Or Under Working Conditions That Are Unsanitary, Hazardous, Or Dangerous To His Health Or Safety. In Order To Meet This General Requirement, The Contractor Must: 1. Initiate And Maintain Programs (written Or Otherwise) To Comply With This General Requirement. 2. Provide Frequent And Regular Inspections Of The Job Sites By Competent Persons.  Competent Person Means One Who Is Capable Of Identifying Existing And Predictable Hazards In The Surroundings Or Working Conditions Which Are Unsanitary, Hazardous, Or Dangerous To Employees, And Who Has Authorization To Prompt Corrective Measures To Eliminate Them. 3. Prohibit The Use Of Any Machinery, Tool, Material, Or Equipment That Is Not In Compliance With Applicable Requirements. 4. Permit Only Those Employees Adequately Trained To Operate Machinery Or Equipment. 5. Provide Training For All Employees In:  Recognition And Avoidance Of Unsafe Conditions  Workplace Safety And Health Requirements  Applicable Hazards, Safe Handling, And Personal Protective Equipment Necessary For Handling Poisons, Caustics, Flammables, And Other Harmful Substances Relevant To Their Job Duties.  Specific Hazards And Procedures For Entering Confined Spaces If Applicable 6. Provide Provisions For Medical Care And First Aid. 7. Develop An Effective Fire Protection And Prevention Plan. 8. Ensure Appropriate Housekeeping Measures Including Clear Walkways And Removal Of Combustible Scrap And Debris. 9. Require The Wearing Of Appropriate Personal Protective Equipment Such As Hard Hats, Safety Glasses, Steel Toe Shoes, Or Other Appropriate Protective Equipment In All Operations Where There Is An Exposure To Hazardous Conditions. 10. Develop An Emergency Action Plan Covering Designated Actions Employers And Employees Must Take To Ensure Employees Safety From Fire And Other Emergency.  Plan Must Be In Writing For Employers With Greater Than 10 Employees  All Employees Must Be Trained Upon Initial Assignment On The Parts Of The Plan The Employee Needs To Know In The Event Of An Emergency. 11. Provide Access To Hand Washing Facilities, Toilets, And An Adequate Supply Of Drinking Water. 12. Provide Safety And Health Signs That Are Clearly Visible To Construction Workers And Public. 13. Conduct Regular Safety Meetings. Source: Colorado State University Occupational Health And Safety Section Department Of Environmental Health Fort Collins, Colorado X. Design Technical Specifications And Requirements The Bidder Shall Submit The Following Design Deliverables In Accordance With The Design Specifications, Parameters And Drawing Checklist But Not Limited To The Following: Activity Reports And Documents Required 1. Pre-design Phase 1.1 Master Site Development Plans And Conceptual 3d Design Five (5) Sets Duly Signed And Seal Master Site Development Plans In Hard Copy (at Least 20 X 30 Paper Size In Desired Minimum Scale) And Softcopy (editable File.dwg And 3d Model.skp/cad/etc) Powerpoint Presentation And/ Or Walkthrough Presentation 2. Design Phase 2.1 Detailed Architecture And Engineering Designs/plans Including Applicable And/or Approved Revisions To The Satisfaction Of The Procuring Entity Five (5) Sets Duly Signed And Seal Detailed Architecture And Engineering Plans/drawing In Hard Copy (at Least 20 X 30 Paper Size In Desired Minimum Scale) And Softcopy (editable File.dwg And 3d Model.skp/cad/etc) (refer To Design Parameters And Drawing Checklists) 2.2 Construction Technical Specifications Five (5) Sets Duly Signed And Seal Construction Technical Specifications In Hard Bound Xi. Space Requirements General:  Ceiling Height Should Be At Least 4.00 Meters. Material Should Be Of Pvc Ceiling Panels Or Any Washable Ceiling Tiles For Easy Maintenance.  All Floor And Wall Should Be Tiled For Easy Cleaning And Maintenance.  Exits Restricted To The Following Types: Door Leading Directly Outside The Building, Interior Stair, Ramp And Exterior Stair.  Provision Of Utility Room Enough To House Trolley And Dirty Utilities With Floor Drain  Loading Area Must Accommodate Two (2) 10-wheeler Truck And The Reinforced Concrete Flooring Must Be 200 Mm Thick, With Class A Concrete Mixture  Loading Dock Height Must Be At Least 600 Mm From Finish Floor Line Of Loading Area. For General Illumination, Provide At Least 150 Lux.  Refer To Doh Manual On Healthcare Waste Management, 4th Edition A: Infectious; B: Sharps; C: Pathological/anatomical, D: Pharmaceutical; E: Chemical, F: Radioactive , G: General Waste  Refer To R.a. 9003: Ecological Solid Waste Management Act  Refer To R.a. 6969: Toxic And Hazardous Substances & Nuclear Waste Act  Refer To Admin Order No. 2008-0021, Dated July 30, 2008, Subject: Gradual Phase-out Of Mercury In All Philippine Health Care Facilities And Institutions Ground Floor – Central Waste Holding Area • Work Area - This Room/area Is Where Janitor Places Waste Bins Carts/trolleys, Stores Cleaning Tools, Supplies And Ppes, Cleans/washes The Waste Bins And Trolleys, Weighs And Records Volumes Of Waste, And Performs Hand Washing. This Will Also Include Dedicated Spaces For Storing Waste Bins, Carts, Trolleys, Cleaning Tools, Supplies, And Ppes. It Will Feature A Comfort Room, A Storage Room With Shelving, And Directly Accessible Space For A Weighing Scale. The Area Will Also Provide Space For A High-pressure Washer, Waste Bins/carts/trolleys, A Fire Extinguisher, And A Floor Strainer For Efficient Cleaning And Waste Management Processes. Additionally, A Provision For An Exhaust Fan Will Be Included To Ensure Proper Ventilation, And The Area Will Be Equipped With A Roll-up Door For Easy Access And Functionality. - Planning Relationships: A. Within Central Waste Holding Area - Lighting System: B. For General Illumination, Provide At Least 150 Lux. - Power System: C. Provide At Least Four (4) Units Of Outlet With Specifications Of 15a, 2p, 240v, Duplex, Grounding Type And Universal Slots. Also, Provide At Least One (1) Unit Of Outlet For Emergency Light With Specifications Of 15a, 2p, And 240v, Single. - Fire Alarm System: D. Provide At Least One (1) Unit Smoke Detector. - Equipment And Accessory: E. Provide At Least Two (2) Units Industrial Exhaust Fan At Ceiling And Wall. F. Provide At Least One (1) Unit Fire Extinguisher. • Hazardous Waste Room - This Room/area Is Dedicated For Storage Of Hazardous Waste Before Treatment (a. Infectious; B. Sharps; C. Chemical; D. Pharmaceutical; E. Pathological/anatomical). The Room Will House Waste Bins/carts/trolleys, A Refrigerator, And Include A Provision For An Exhaust Fan Above Door Height. It Will Feature A Double Swing Metal Door And Biohazard Signage In Accordance With Annex E:1: Emb And Other Universally Accepted Hazard Symbols From The Healthcare Waste Management Manual, Fourth Edition. - Planning Relationships: A. Within Central Waste Holding Area - Lighting System: B. For General Illumination, Provide At Least 150 Lux. - Power System: C. Provide At Least Five (5) Units Of Outlet With Specifications Of 15a, 2p, 240v, Duplex, Grounding Type And Universal Slots. Also, Provide At Least One (1) Unit Of Outlet For Emergency Light With Specifications Of 15a, 2p, And 240v, Single. - Fire Alarm System: D. Provide At Least One (1) Unit Smoke Detector. - Equipment And Accessory: E. Provide At Least One (1) Unit Industrial Exhaust Fan At Wall. • Non-biodegradable Recyclable Waste - This Room/area Is Dedicated For Storage Of Non-biodegradable/recyclable Waste Before Being Transferred To Material Recovery Facility Or Before Subjected For Recycling. The Room Will House Waste Bins/carts/trolleys And Include A Provision For An Exhaust Fan Above Door Height. It Will Feature A Double Swing Metal Door And Biohazard Signage In Accordance With Annex E:1: Emb And Other Universally Accepted Hazard Symbols From The Healthcare Waste Management Manual, Fourth Edition. - Planning Relationships: A. Within Central Waste Holding Area - Lighting System: B. For General Illumination, Provide At Least 150 Lux. - Power System: C. Provide At Least Four (4) Units Of Outlet With Specifications Of 15a, 2p, 240v, Duplex, Grounding Type And Universal Slots. Also, Provide At Least One (1) Unit Of Outlet For Emergency Light With Specifications Of 15a, 2p, And 240v, Single. - Fire Alarm System: D. Provide At Least One (1) Unit Smoke Detector. - Equipment And Accessory: E. Provide At Least One (1) Unit Industrial Exhaust Fan At Wall. • Biodegradable Recyclable Waste - This Room/area Is Dedicated For Storage Of Biodegradable Waste Before Being Picked Up By The Local Waste Transporter. The Room Will House Waste Bins/carts/trolleys, And Include A Provision For An Exhaust Fan Above Door Height. It Will Feature A Double Swing Metal Door And Biohazard Signage In Accordance With Annex E:1: Emb And Other Universally Accepted Hazard Symbols From The Healthcare Waste Management Manual, Fourth Edition. - Planning Relationships: A. Within Central Waste Holding Area - Lighting System: B. For General Illumination, Provide At Least 150 Lux. - Power System: C. Provide At Least Four (4) Units Of Outlet With Specifications Of 15a, 2p, 240v, Duplex, Grounding Type And Universal Slots. Also, Provide At Least One (1) Unit Of Outlet For Emergency Light With Specifications Of 15a, 2p, And 240v, Single. - Fire Alarm System: D. Provide At Least One (1) Unit Smoke Detector. - Equipment And Accessory: E. Provide At Least One (1) Unit Industrial Exhaust Fan At Wall. • Mercury Containing Devices/lamps - This Room/area Is Dedicated For Storage Of Mercury-containing Devices/lamps Before Being Collected By Denr-accredited Tsd (treatment/storage/disposal) Facility. The Room Will House Cabinet With Shelves And Include A Provision For An Exhaust Fan Above Door Height. It Will Feature A Double Swing Metal Door And Biohazard Signage In Accordance With Annex E:1: Emb And Other Universally Accepted Hazard Symbols From The Healthcare Waste Management Manual, Fourth Edition. - Planning Relationships: A. Within Central Waste Holding Area - Lighting System: B. For General Illumination, Provide At Least 150 Lux. - Power System: C. Provide At Least Four (4) Units Of Outlet With Specifications Of 15a, 2p, 240v, Duplex, Grounding Type And Universal Slots. Also, Provide At Least One (1) Unit Of Outlet For Emergency Light With Specifications Of 15a, 2p, And 240v, Single. - Fire Alarm System: D. Provide At Least One (1) Unit Smoke Detector. - Equipment And Accessory: E. Provide At Least One (1) Unit Industrial Exhaust Fan At Wall. • Toilets/comfort Rooms - One Comfort Room For Both Male And Female. - Planning Relationships: A. Within Central Waste Holding Area Work Area - Lighting System: B. For General Illumination, Provide At Least 250 Lux. - Fire Alarm System: C. Provide At Least One (1) Unit Smoke Detector. • Access Ramps - Ramps Designed To Provide A Smooth, For Janitors To Move Waste Bins, Carts, And Trolleys Efficiently. These Ramps Should Meet Accessibility Standards, Including Proper Slope (usually 1:12), Non-slip Surfaces, Handrails On Both Sides, And Clear Signage. They Are Essential For Ensuring Equal Access To All Areas Of A Building, In Compliance With Accessibility Laws Like The Amended Irr Of Bp 344. - Planning Relationships: A. A Ramp Shall Have A Minimum Clear Width Of 1.22 Meters (or 4 Feet) In One Direction (or 2.44 Meters Or 8 Feet In Two Opposite Directions). B. The Slope Of The Ramp Shall Not Be Steeper Than 1:12 Meters. Xii. Design Parameters (architectural) A. Codes And Standards The Architectural Works Shall Be In Accordance With The Following Laws, Codes And Standards.  Laws And Codes: 1. National Building Code Of The Philippines And Its Latest And Amended Irr 2. Ra 9266 Or Architecture Law And Its Latest And Amended Irr 3. Ra 4226 Or Hospital Licensing Act And Its Latest And Amended Irr 4. Bp 344 Or Accessibility Law And Its Latest And Amended Irr 5. Ao 35, S. 1994 Or Ao Pertaining To The Control Of Radiation Hazards 6. Ra 9514 Fire Code Of The Philippines 7. Existing Local Codes And Ordinances. 8. And Other Laws That Applies To The Projects  Standards: 1. Bureau Of Product Standards (bps) 2 Underwriters Laboratory (ul) 2. Doh Technical Guidelines For Hospital & Health Facilities Planning And Design – Level 3 B. General Drawing Guidelines 1. General  All Drawings Shall Be Computer-drafted. Drawings Shall Be Submitted Both In Printed And Electronic Copies.  Keep The Same Orientation For All Plans. The North Orientation Shall Be Indicated In All Architectural Floor Plans. The Orientation Of The Architectural Plans Shall Be Consistent With All The Engineering Plans.  Existing Buildings And New Works Shall Be Clearly Indicated And Labeled In The Site Plans.  Detailed Plans Shall Have A Scale Not Smaller Than 1:50 Meters.  Spot Detailed Plans, Elevations, And Sections Shall Have A Scale Not Smaller Than 1:10 Meters.  Avoid Notes Such As ‘see Architectural Detail’ Or ‘see Structural’. Always Refer With A Callout To The Specific Detail Drawing And Sheet Number. 2. Site Plans  The Site Plans Shall Have A Scale Not Smaller Than 1:500 Meters. 3. Floor Plans  All Plans Shall Be 1:100 Meters. The Same Scale Shall Be Used For The Rest Of The Architectural, Structural, Sanitary, Plumbing, Electrical And Mechanical Plans, Except For Each Trade’s Site Plan, Detailed Plans And Spot Details.  Elevation Callouts Shall Be Indicated On The Floor Plans And Shall Be Consistent With The Elevation Drawing.  Section Line Callouts On The Floor Plans Shall Be Consistent With The Section Drawing.  Floor Plans Shall Be Indicated With Boxed Room Callout Numbers, Including The Callout For Floor Finishes And Wall Finishes.  Floor Elevations Shall Be Indicated In The Floor Plans. This Shall Be In Reference To The Natural Grade Line Or The Established Finished Floor Lines Of The Adjoining Existing Buildings.  The Location Of Mechanical Equipment, E.g. Air Conditioning Shall Be Indicated In The Floor Plans. This Shall Be Consistent With The Mechanical And Electrical Plans.  Door Callouts Shall Be Circles With The Proper Numbering, E.g. D-01.  Window Callouts Shall Be Hexagons With The Proper Numbering, E.g. W-01. 4. Elevations And Sections  Finish Floor Lines And Top Of Truss Lines Shall Be Consistent In All The Elevations, Sections And Structural Plans And Details. 5. Reflected Ceiling Plans  Reflected Ceiling Plans Shall Be Indicated With Boxed Room Callout Numbers, Including The Callout For Ceiling Finishes And Lighting Fixtures.  Ceiling Height Relative And In Reference To The Finish Floor Line Shall Be Indicated In The Reflected Ceiling Plans In Each Room With Boxed Dimensions. This Is To Ensure That The Ceiling Heights Of All Rooms Are Established Whether Or Not Reflected In The Sections.  The Description And Location Of The Fixtures, E.g. Lighting, Smoke Detectors, Air Condition Vents, Exhaust Fans, In The Reflected Ceiling Plans Shall Be Consistent With The Electrical And Mechanical Plans. 6. Roof Plans  Location Of All Downspouts Shall Be Indicated In The Roof Plans. 7. Doors And Windows  Door And Window Schedules Shall Indicate The Type Of Door Or Window, The Number Of Sets, The Location/s Of The Door Or Window, The Materials And Accessories Included And Other Special Specifications, E.g. Color Or Finish. 8. Details  Provide A Minimum Of One (1) Bay Section Of A Scale Not Smaller Than 1:50 Meters For Each Major Building Preferably Cut Along The Area With Special Construction Design.  Provide Spot Detail Plans, Elevations And Sections Of A Scale Not Smaller Than 1:10 Meters For Special Designs With Aesthetic Treatment And Ornamentation.  Provide Detailed Plans Of A Scale Not Smaller Than 1:50 For All Areas Needing Tile Pattern, E.g. Lobby, Corridor, Entrance Walk, Showing The Position And Pattern Of Tiles.  Centerline Location Of Plumbing Fixtures Shall Be Indicated In Detailed Plans With Lines Of Reference And Its Corresponding Dimensions. This Is To Indicate The Exact Locations Of The Plumbing/sanitary Roughing-ins. C. Site Works 1. The Master Site Development Plan Of The Hospital Shall Include The Following:  Contour And Survey Of The Lot, Including Bearing And Distance Of The Property Line  Road Network And Curbs And Sidewalks  Parking Spaces  Reference Location Of Existing Trees  Reference Location And Footprint Of Existing Buildings, With The Corresponding Building Names And Dimensions, Including Distances Between Adjacent Buildings, And Distances Between Buildings And The Nearest Property Line  Reference Location Of Utilities, E.g. Water Reservoirs, Septic Tank, Wastewater Treatment Plant, Powerhouse, Transformers, Waste Storage Area, Security Outposts 2. The Layout Of The Buildings On The Site Shall Be Zoned According To The Service It Provides:  The Outer Zone Shall Include All Front-line Services, E.g. Emergency, Out-patient, X-ray, Laboratory And Other Ancillary Departments.  The Inner Zone Shall Include The Wards.  The Deep Zone Shall Include Services Like The Operating Room, Delivery Room, Nursery, Intensive Care Unit And Other Sensitive Hospital Services.  The Service Zone Shall Include Non-medical Services But Are Essential To Hospital Operations, E.g. Staff Lounge And Lockers.  There Shall Be A Separate Road Network And Entry/exit For The Public And The Service Vehicles, E.g. Ambulance, Waste Collection Vans, Delivery Trucks.  In Limited Lot Areas, Buildings Should At Least Be Spaced Four (4) Meters Apart To Allow Natural Light And Ventilation.  Covered Walkways Shall Be Provided For Access And Connection To All The Buildings.  Ramps Shall Be Provided In All Main Entrances Of The Buildings And Other Access Openings To Walkways Leading To Other Buildings. D. Building Architectural Works 1. Floor Plans  The Structural, Sanitary, Plumbing, Electrical And Mechanical Designs Are Required To Refer To The Architectural Plans And Specifications In Case Of Discrepancies. If An Engineering Design Will Have Any Possible Conflict Or Interference On The Architectural Design, The Latter May Be Adjusted Provided That The Aesthetic Value Will Not Be Compromised.  The Architectural And Engineering Plans Shall Be Consistent All Throughout In Terms Of Dimensions And Locations Of Columns, Beams, Walls, Roof Line, Conduits, Ducts, Pipes, And Fixtures, Among Others. Column And Beam Grid Lines Shall Also Be Consistent In All The Architectural And Engineering Plans.  Verify And Coordinate Floor Plans With The Mechanical, Electrical And Sanitary Design With Regard To The Requirements For Mechanical Rooms, Ahu Rooms, Electrical Rooms, Pipe Chase, And Other Engineering Requirements.  Public Toilets Shall Have Provisions And Fixtures For Persons With Disability As Required By Bp 344. If Enough Space Allows, Toilets Specially Made And Designated For Persons With Disability Is Preferable. 2. Walls  Exterior Walls Shall Be 200mm. Thick, While Interior Walls Shall Be 150mm. Thick. This Is Indicative Of The Finished Wall Thickness Including The Plastering And Tile Works.  Higher Mass: Increase The Wall's Mass With Materials Like Masonry Or High-density Concrete, Which Can Significantly Reduce Sound Transmission.  Toilet Wall Tiles Shall Be 300mm. X 300mm. For Areas Of Six (6) Square Meters Or Below. Toilet Wall Tiles Shall Be 300mm. X 600mm. For Areas Above Six (6) Square Meters.  Layout And Work On Wall And Floor Tiles Must Be Aligned, Plumb, Level, And Square.  All Edges, Corners And Intersections Of Toilet Tiles, Including The Top-most Tile Not Reaching The Ceiling Shall Be Provided With Polyvinyl Chloride Tile Trims.  Tile Color And Design Shall Be Approved First Before Installation. 3. Floors  If Floor Tiles In Two Adjacent Rooms With Different Material, Color Or Design Meet At The Door Opening, The Cut Shall Be Located Middle Of The Door Thickness When In A Closed Position. Provide Details In The Floor Pattern Design.  Floors At The Openings Of Toilets For Persons With Disability Shall Be Sloping. Indicate In The Plans And Sections.  The Size Of The Toilet Floor Tiles Shall Be 300mm. X 300mm. For Areas Of Six (6) Square Meters Or Below. Toilet Floor Tiles Shall Be 300mm. X 600mm. For Areas Above Six (6) Square Meters. Indicate The Tile Pattern.  Layout And Work On Wall And Floor Tiles Must Be Aligned, Plumb, Level, And Square.  All Edges, Corners And Intersections Of Toilet Tiles, Shall Be Provided With Polyvinyl Chloride Tile Trims.  Tile Color And Design Shall Be Approved First Before Installation. 4. Ceiling Works  The Following Rooms Shall Have A Minimum Ceiling Height: A. All Rooms/storages – 4000mm., To Accommodate The Ceiling-mounted Or Light  Ceiling Height For Areas With Special Aesthetic Treatment, E.g. Lobby, Major Conference Room, Auditorium, Executive Office, Shall Be Proportional To The Area Or Room Or As Required By The Designer. However, This Shall Not Be Lower Than 2700mm. Provide Details.  If Acoustic Boards On Aluminum T-runners Would Be Used For The Ceiling, Layout Should Be On Center And Avoiding Cut Pieces. If The Remaining Perimeter Of The Ceiling Is Less Than 600mm. Wide, It Shall Be Designed Complimentary With Fiber Cement Boards On Light Gauge Metal Furring. Likewise With Acoustic Boards In Big Areas, E.g. Offices, And Wards, Shall Be Designed In A Way To Break The Redundancy. Provide Details.  Soffit Of Exterior Beams And Slabs Shall Have Drip Moulds To Prevent Damage Due To Water Sipping Into The Eaves Or Ceiling. Section Details Shall Be Required To Show The Drip-mould.  Material Should Be Of Pvc Ceiling Panels Or Any Washable Ceiling Tiles For Easy Maintenance. 5. Doors And Windows  All Doors Shall Have Metal Doors.  Aluminum Frames Of Glass Doors Shall Be Powder-coated.  Door Finish And Color Shall Be Approved First Before Application.  All Doors Of A High-occupancy Room Shall Swing Outwards And As Required By The Fire Code Of The Philippines.  Door Jambs With No Moulding/casing Installed On Concrete Walls Shall Have Construction Grooves All Around. Provide Details.  All Doors And Windows Shall Have Reinforced Concrete Lintel Beams. Provide Details. 6. Stairs, Ramps And Corridors  Ramps For Persons With Disability Shall Have A Slope Not Higher Than 1:12. Handrails And Clearances Shall Conform With The Requirements Of Bp 344.  Regular Stairs Shall Have Risers At 150mm. High And Treads At 300mm. Wide. Fire Stairs Could Have A Maximum Riser At 200mm. And Tread At 250mm. Handrails Shall Be 1100mm. High. Clearances Shall Conform With The Requirements Of The Fire Code Of The Philippines.  Corridors Shall Have A Minimum Unobstructed Width Of 2450mm. This Shall Be Measured Clear From The Surface Of The Finished Wall And Not On-center Of The Rough Chb Wall.  Corridors Shall Not Be Areas For Temporary Or Permanent Storage Of Stretchers, Wheelchairs, Trolleys, Food Carts, Oxygen Tanks Or Other Movable Hospital Equipment. Storage Or Parking Spaces Shall Be Provided For These.  Corridors And Exit Doors Shall Conform With The Requirements Of The Fire Code Of The Philippines. 7. Fixtures And Accessories  Three-way Electrical Light Switches Shall Be Provided At The Foot And The Top Of The Stairs Per Floor. Likewise, At Both Ends Of A Long Corridor.  Electrical Light Switches Shall Be Located By The Knob Side Of The Door.  Electrical Switches And Outlets Shall Be Installed Plumb And Level.  Public Toilets Shall Always Be Provided With Heavy-duty Soap Dispensers And Electric Hand Dryers.  Public Toilets Shall Always Be Provided With Stainless Steel Handrails In Conformity To The Requirements Of Bp 344.  A Drainage Line Shall Be Provided For Window-type Air Conditioners. Likewise, Split-type Air Conditioners Located In The Interior Part Of The Building Shall Be Located Adjacent To Areas With Drainage Lines, E.g. Toilets, Downspouts, Balconies.  Seal Gaps And Openings: Ensure All Joints, Gaps, And Penetrations (e.g., Electrical Outlets, Ducts) Are Sealed With Acoustical Caulk Or Gaskets To Prevent Sound Leakage.  Sterile Area Lighting Type: Use Sealed, Recessed, Or Surface-mounted Led Fixtures That Are Flush With The Ceiling Surface To Prevent Dust Accumulation. 8. Roofing Works  The Section Of The Roof Gutters Shall Be Designed, In Case Of A Clogged Downspout, So That The Overflow Of Water Will Be Directed Outside Of The Building And Not Towards The Eaves Or Interior Ceiling To Prevent Any Damage. Provide Details.  Avoid Valley Or Inside Gutters In Roof Design. But In Cases Required In Aesthetic Design, Valley Or Inside Gutters Shall Be In Stainless Steel Or Concrete Gutters With Membrane-type Waterproofing, And The Section Shall Be Designed With A Capacity For Big Volume To Prevent Any Damage Due To Overflow. Provide Details.  Parapets, Designed As A Roof Protection From The Winds, Must Be Designed To Satisfy The Preceding Parameters. Provide Details.  The Slope Of The Roof Shall Not Be Less Than 30 Degrees. 9. Painting  Painted Interior Wall Shall Be At Least In Gloss Latex Finish Or Any Type Of Paints Applicable As Washable Or Easily Maintained, And Shall Be In Anti-bacterial And Odor-absorbent Paint Finish.  Painted Exterior Wall Shall Be At Least In Moisture-resistant/water-repellent Solvent-based Paint Finish, Textured Or Smooth, Unless Otherwise Specified.  Paint Color And Shade Shall Be Approved First Before Application. D. Specific Requirements 1. Provide Spot Detail Plans And Sections Of The Following:  Gutter, Eaves, And Parapet  Ceiling - Covelight, Special Connections And Design, Mouldings, Valances  Ramps - Handrail Design And Floor Pattern  Doors, Windows And Gates - Grille Works,  Special Architectural Treatment And Design, E.g. Façade Design, Special Window And Door, Counter/nurse Station Counter  Special Carpentry Works, E.g. Partitions, Cabinetry  Building And Room Signages And Wayfinding Systems  Other” Details As May Be Required 2. Provide Room Data Sheets, Including Detail Floor Plan, Ceiling Plan And Sections Of The Following Rooms, In Coordination With The Requirements Of The Electrical, Sanitary And Mechanical Designs: A. Work Area, Including Furniture And Outlets With Specific Dimensions Of The Location Of Fixtures And Accessories, And In Coordination With The Requirements Of The Electrical And Mechanical Engineering Design. B. Storage C. D. (all Blanks Shall Be Filled As Required By Or Applicable To The Project.) E. Summary Of Materials  Materials To Be Used Shall Be Fire-resistant, Non-toxic, Moisture-resistant And Termite-resistant, E.g. Fiber Cement Board, Light-gauge Steel Frame, Polyvinyl Chloride Ceiling Panels.  Wet Areas, E.g. Toilets, And Pantry/lounge Shall Use Non-skid/non-slip Vitrified Ceramic Floor Tiles.  Heavy Traffic Areas, E.g. Lobby, And Corridor Shall Use Heavy-duty Seamless Granite Floor Tiles Or A Higher Type Of Floor Material.  Vinyl Floor Tiles For Sterile Areas Of Delivery & Nicu Suite Shall Be Homogenous And Not Less 3mm. Thick.  Ramps And Stairs Shall Use Non-skid/non-slip Floor Tiles, Materials As Specified.  Aluminum T-runners Shall Be Powder Coated.  Metal Rod Hangers With Adjustable Clips, And Not Galvanized Iron Wires, Shall Be Used To Support And Suspend The Aluminum T-runners And Light Gauge Metal Furrings.  Roofing Sheets Shall Be Ga.# 24 Aluminum-coated, Pre-painted, And Pre-formed. F. Drawing Requirements: See Attached Doh Checklist Of Drawings. -end Of Architectural Design Parameters- Xiii. Design Parameters (structural/civil Works) A. Codes And Standards The Civil/structural Design Shall Be In Accordance With The Following Codes And Standards  Codes 1. National Structural Code Of The Philippines (nscp) 2010 2. National Building Code Of The Philippines And Its Revised Irr 3. Accessibility Law 4. Local Codes And Ordinances  Standards 7. Bureau Of Product Standards (bps) 8. Philippine National Standards (pns) 9. Dpwh Blue Book 10. American Concrete Institute (aci) 11. American Society For Testing Materials (astm) 12. American Welding Society (aws) B. Site Works Based On The Master Site Development Plan Of The Hospital, Provide Where Applicable Complete Design And Details Of Hospital Road (concrete With Curb And Gutter, Including Drainage) Network, Walkways, Parking Areas And Fencing. 1. The Main Hospital Road Shall Be Capable Of Two-way Traffic (at Least 6mts. Width) With A Minimum Thickness Of 150mm (8 Inches). Concrete Strength Should Be At Least 3000psi. Interior Roads (leading To Support Facilities) Shall Be Designed To Accommodate Delivery Vehicles, And Fire Trucks In Case Of Emergency. 2. Walkway Should Be At Least 100mm Thk. With Concrete Strength Of 2500psi. Ramps Should Be Provided, Instead Of Steps, For Any Change In Elevations. 3. Parking Area Slabs Should Be At Least 150mm Thk. With Concrete Strength Of 3000psi. 4. Fences Should Be Seen Through In Front Of The Hospital While The Tree (3) Other Sides Should Be Concrete Hollow Blocks With Minimum Height Of 2 Meters And To Be Provided With Perimeter Lighting. See-through Fence Design Will Be Made Of 32mm Square Bars Spaced At 100mm On Center And Provided With Three (3) Concrete Hollow Blocks (45mm High) Zocalo Walls. C. Buildings 1. The Hospital Buildings Should Be Designed Using A Seismic Importance Factor Of 1.5 For The Immediate Occupancy Category. Buildings Should Be Designed In Accordance With Nscp Requirements Up To Magnitude 7 For Those Near Seismic Source Type A. Seismic Gaps Between Buildings (old And New) Should Be Properly Observed. 2. The Hospital Buildings Should Be Designed Also Using Wind Importance Factor Of 1.15 (especially For Design Of Trusses/roofing System). Concrete Gutters And Parapet Walls Should Be Provided As Additional Protection To The Roofing System During Strong Typhoons. Wind Velocity Of 300-350 Kph Shall Be Considered Upon The Recommendation Of Structural Engineer 3. The Structural Designer Should Verify With Philippine Volcanology And Seismology (phivolcs) The Distance Of The Proposed Hospital To Nearest Active Fault Lines And With The Denr For Geo-hazard Mapping. 4. Soil Investigation (at Least Three Boreholes) Should Be Conducted To Determine Soil Bearing Capacity And Recommended Foundation Design (applicable Even For One Storey Structure). 5. The Structural Designer Is Encouraged To Use Fire-resistive And Non-toxic Materials. D. Details – The Following Shall Be Provided: 1. Connection Details Of Beams And Columns Following The Requirements Of Nscp On Confined Areas. 2. Connection Of Trusses To Beams And Columns. 3. Splicing Details Of Reinforcing Bars On Columns And Beams And The Required Bar Cut-off Points. 4. Details For Connection Of New Construction & Old Construction Structural Members Such As Expansions Joints For Thermal Expansion/contraction. 5. Include Thermal Expansion/contraction Prevention Methodologies Specifically On Soft Joints Areas Between Structural And Architectural Members. E. Summary Of Materials 1. Concrete Shall Be Portland Cement And Conforming To Astm Specification C150, Type I To Type Ii 2. Coarse Aggregates Shall Consist Of Washed Gravel, Crushed Stone Or Rock Or A Combination Thereof Conforming To Astm C33 3. Concrete Hollow Blocks Shall Be A Standard Product Of Recognized Manufacturer Conforming To Pns 16 With At Least 350psi Strength. 4. Reinforcing Bars Shall Conform With Pns Grade 60 For 16mm Dia. And Above And Pns Grade 40 For 12mm Dia And Below. 5. Structural Steel Shall Conform With Astm A36/a6m 6. Bolts And Studs Shall Conform With Astm A 325 7. Welding Electrodes Shall Be E60 Or E 70 And Conform With Aws F. Drawing Requirements: See Attached Checklist -end Of Structural/civil Works Design Parameters- Xiv. Design Parameters (sanitary/plumbing Works) A. Codes And Standards The Sanitary/plumbing Design Shall Be In Accordance With The Following Codes And Standards.  Codes: 1. National Building Code Of The Philippines And Its New Irr 2. Fire Code Of The Philippines 3. National Plumbing Code Of The Philippines (npcp) 4. Sanitation Code Of The Philippines 5. Existing Local Codes And Ordinances.  Standards: 1. Bureau Of Product Standards (bps) 2. Philippine National Standards For Drinking-water 3. Underwriters Laboratory (ul) 4. Doh National \ Laboratory (nrl) 5. Doh Health Care Waste Management Manual 6. National Water Resources Board (nwrb) 7. National Plumbers Association Of The Philippines (nampap) 8. Philippine Society Of Sanitary Engineers, Inc. (psse) B. Site Works  Based On The Master Site Development Of The Hospital, The Site Works Shall Provide Complete Layout Of The Following: 1. Storm Drainage Network, Indicating Drainage Manholes And Pipe Culvert; 2. Sewerage Pipe Network, Indicating Sewage Manholes, Sewage Pipes And The Location Of The Proposed Sewage Treatment Plant; And 3. Water Supply Network, Indicating The Location Of Water Service Entrance, Cisterns, Elevated Water Tank And Proposed Pump House.  The Storm Drainage Network Shall Accommodate The Magnitude Of Peak Rates Of Surface Run-off Including Drainage Coming From The Buildings. The System Shall Be Capable Of Handling The Design Flows Routing To The Designated Outfall; For Rainfall Calculation And Sizing Of Drainage Pipes, Refer To Table-d2, Appendix-d, National Plumbing Code Of The Philippines And Current Rainfall Record From Pagasa.  The Sewerage Pipe Network Design Shall Accommodate All Sewage Coming From All The Facilities, Conveyed By Gravitational Flow Leading To The Sewage Treatment Plant; Per Capita Wastewater Demand: 100-130 Gal/capita/day Per Bed C. Building Facilities Sanitary/plumbing System 1. Sewer Line And Vent System  Provide Complete Sewer Line And Vent System From All (domestic) Plumbing Fixtures And Floor Drains, Laid By Gravity Flow Leading To The Sewage Treatment Plant (stp);  For Demand Weight Of Fixtures In Fixture Units; Refer To Appendix A, Table A-2, Npcp 2. Wastewater Line And Vent System  For All Wash Areas Dealing And Generating With Oil/grease, Provide Separate Wasteline And Vent System And Solely Tap To The Proposed Grease Trap And Then Connect Its Effluent To The Sewage Treatment Plant.  For Estimated Demand Weight Of Fixtures In Fixture Units; Refer To Appendix A, Table A-2, Npcp Waterline System  Provide Complete Cold Water Supply Pipes To All Plumbing Fixtures. From The Main Water Source, The Water Shall Be Pumped To The Elevated Water Tank (ewt) And Conveyed To The Fixtures By Gravity System And Or Distributed To Fixtures By Transfer Pumped With Constant Pressure Through A Pneumatic Storage Tank, Whichever Is Feasible. 4. Storm Drainage System  Complete Storm Drainage System Shall Be Provided For All Roofs, Canopies, Concrete Ledges And Balconies Including Condensate Drains Laid For Gravity Flow Connected To A Leader/pipe Line Leading To The Natural Ground Level Storm Drainage Network. D. Building Facilities Sanitary/plumbing System 1. Provide Details Of The Following:  Fiberglass Pressure Tank (40g Minimum Capacity With Shallow Well Jet Pump Of At Least 1 Hp)  Stainless Steel Storage Tanks, Grade 304 With Enclosure. E. Summary Of Materials  Sewer And Vent Pipes; Unplasticized Polyvinyl Chloride (upvc) Extra Series 1000 (conforming To Iso 3633 Astm D2729 Including Trims And Fittings)  Storm Drainage Pipes; Downspouts, Unplasticized Polyvinyl Chloride (upvc) Extra Series 1000 (conforming To Iso 3633 Astm D2729 Including Trims And Fittings, Bps Certified)  Drainage Pipes; 250mm Dia. And Below, Non-reinforced Concrete Pipe (nrcdp)  300mm Dia. And Above, Reinforced Concrete Pipe (rcdp)  Drainage Manholes; Street Inlet, Curb Inlet, Traffic Type Reinforced Concrete Area Drain/catch Basin, Reinforced Load Bearing Chb  Sewage Manholes; Traffic Type Reinforced Concrete With Standard Steel Brass Cover  Wastewater Pipeline; Extra Heavy (xh) Single Hub, Hub Less Cast Iron Pipes And Fittings (cip) Conforming To Astm Standard 888  Cleanouts; Cast Iron Brass With Countersunk Plug (bps Certified)  Floor Drains/deck Drains; Cast Iron Brass (bps Certified)  Gutter Drains; Cast Iron Dome Type Brass (bps Certified)  Cold Waterline Pipes; For Buildings, Polypropylene Pn10 Fusion Weld Pipes Including Trims And Fittings (bps Certified)  Hot Waterline System; For Buildings, Polypropylene Pn20 Fusion Weld Pipes Including Trims And Fittings (bps Certified)  Trench Grating; Galvanized/stainless Steel Iron Grates  Plumbing Fixtures Including Trims, Fittings And Accessories; (bps Certified)  Water Closet-tank Type Push Button Flush  Lavatory - (pedestal/counter Type) With C-spout Spray Faucet  Urinal-wall Hung Flush Valve Type F. Drawing Requirements: See Attached Doh Checklist Standards Based On Revised Irr Of The National Building Code Of The Philippines (pd 1096) -end Of Sanitary/plumbing Works Design Parameters- Xv. Design Parameters (mechanical Works) A. Codes And Standards The Mechanical Design Shall Be In Accordance With The Following Codes And Standards.  Codes: 1. National Building Code Of The Philippines And Its New Irr 2. Fire Code Of The Philippines 3. Mechanical Engineering Code Of The Philippines (me Code) 4. Existing Local Government Codes And Ordinances.  Standards: 1. Bureau Of Product Standards (bps) 2. Philippine National Standards (pns) 3. Underwriters Laboratory (ul) And Factory Mutual (fm) 4. International Electrotechnical Commission (iec) 1988 5. National Fire Protection Association (nfpa) 6. National Fire Protection Association (nfpa) 99 Standard For Health Care Facilities. 7. American Society Of Heating, Refrigeration And Air Conditioning Engineers (ashrae). 8. Center For Disease Control And Prevention (cdc) Manual. B. Automatic Fire Sprinkler System  The Automatic Fire Sprinkler System Shall Be Composed Of Complete Plans And Drawings Of The Following: 1. Site Development Plan And Vicinity Map, Indicating The Location Of The Buildings, Firewater Reserve Tank, Firewater Line, Yard Loop And Private Fire Hydrant. 2. General Notes, Legends And Symbols Including Schematic Diagram Of The Fire Sprinkler System And Schematic Diagram Of Alarm Monitoring System. 3. Floor Layout And Isometric Layout Of The Automatic Fire Sprinkler System Indicating Pipe Sizes And The Location Of The Pipes, Valves, Sprinkler Heads, Riser Nipples, Fire Hose Cabinets, Sprinkler Main Riser, Drain Pipes, Cross Mains, Branch Lines, Inspector’s Test Connections, Hangers And Sway Braces. 4. Equipment Schedule, Detail Drawings, Fire Pump And Jockey Pump Layout. 5. Architectural, Structural, Electrical And Plumbing Drawings Of The Firewater Tank And Pumphouse.  An Automatic Fire Sprinkler Shall Be Provided In All Hospital Building Except For Those Fire Resistive One-storey Hospital Building.  Hazard Classification Shall Be Light Hazard Occupancy.  Area Of Coverage Shall Be 146 Square Meters And Water Density Shall Be 4.07 Lps/sq. M.  Protection Area Per Sprinkler Head Shall Be 20 Square Meters At 2.2 Meters Minimum Distance Between Sprinklers And 4.2 Meters Maximum Spacing.  All Floor Control Valves Shall Be Equipped With Supervisory Switch, Water Flow Detector And Drain System.  Water Supply Shall Be Horizontal Split Case Centrifugal Fire Pump With Diesel Engine Or Ac Motor And A Vertical In-line Jockey Pump With Controller.  Firewater Reserve Tank Shall Be Ground Level Monolithic Concrete Tank Sized For A Minimum Of 30 Minutes.  Hydraulic Calculations Report Shall Be Based On Npfa-13 Format.  Fire Extinguisher On Every Room/storage Should Be Type Abc. C. Ventilation And Air Conditioning System  The Ventilation And Air Conditioning System Shall Be Composed Of Complete Plans And Drawings Of The Following: 1. General Notes, Legends And Symbols Including Schematic Diagram Of The Ventilation 2. Floor Layout Of The Ventilation Location Of The Industrial Exhaust Fans. 3. Duct Layout Indicating Duct Sizes, Route And Location Of The Dampers, Diffusers, Return Air Register, Hangers And Sway Braces. 4. Equipment Schedule And Details Drawings Of Ventilating System.  Industrial Type Exhaust Fans With Integral Air Diffuser Shall Be Provided In All Storages And Work Areas.  Ceiling Fans, Orbit Type With 360° Oscillation Shall Be Provided In Work Area. D. Summary Of Materials 1. Automatic Fire Sprinkler System A. The Fire Pump Shall Be Ul Listed/fm Approved, Diesel Engine Or Electric Motor Driven, Designed Specifically Intended For An Automatic Water Sprinkler Protection System. B. The Jockey Pump Shall Be Ul Listed/fm Approved, Electric Motor Driven, 220v, 3-phase, 60 Hertz, And Electric Power Connection. C. Sprinkler Head Shall Be Ul Listed/fm Approved, Pendant, Upright Or Sidewall Unit, 83 Lpm Flow Capacity Per Head And Temperature Fusing At 57.5° C To 74°c. D. The Alarm Assembly Shall Be Ul Listed/fm Approved, Constructed And Installed That Any Flow Of Water From The Sprinkler System Equal To Or Greater Than That From The Single Automatic Head Shall Result In An Audible And Visual Sign In The Vicinity Of The Building. E. Alarm And Supervision System Of The Automatic Water Sprinkler Shall Include The Monitoring Water Flow Switch At Each Floor Of The Building, Fire Pump And Jockey Pump Running Condition And Power Supplies, Level Of Water In The Reservoir And Control Valves. F. Pipes Shall Be B.i. Schedule 40. Screw Fittings Shall Be Used For Inside Piping. -end Of Mechanical Works Design Parameters- Xvi. Design Parameters (electrical Works) A. Codes And Standards The Electrical System Design Parameters Shall Be In Accordance With The Following Codes And Standards.  Codes: 1. Philippine Electrical Code 2. National Electrical Code 3. Fire Code Of The Philippines 4. National Building Code Of The Philippines And Its New Irr 5. Existing Local Codes And Ordinances  Standards: 1. Bureau Of Product Standards (bps) 2. Underwriters Laboratory (ul) 3. National Fire Protection Association 4. International Electrotechnical Commission (iec) 5. Illumination Engineering Society (ies) 6. National Electrical Manufacturer’s Association (nema) 7. Doh Manual On Technical Guidelines For Hospital And Health Facilities Planning And Design B. Building Facilities Electrical System 1. Lighting System  Provide And Install Adequate Normal Branch Circuits For Lighting System To All Areas Using The Standard Lighting Design Analysis. Utilize The Standard Illumination Requirements Per Area Of Concern Using The Preferred Particular Type Of Luminaires. 2. Power System  Provide And Install Adequate Normal Branch Circuits For The Power System. 3. Provide Details Of The Following:  Lighting Fixtures/luminaires  Panelboard And Circuit Breakers  Switchgear And Other Metering Devices  Electrical And Hospital Equipment  Installation And Termination Of Auxiliary And Other Special Devices And Equipment  Power And Telephone Handholes (as May Be Required)  Pedestal And Service Entrance To Bldg.  Grounding System Layout  Substation/power House And Electrical Room  Transformer And Generator Mounting  Others As May Be Required. C. Summary Of Materials  General Lighting Luminaries: Fixtures Type Shall Be As Indicated On The Lighting Layout Plan. 1. Fluorescent Lamp Shall Be Linear, Circular Or Self-ballasted Compact Fluorescent Lamps. 2. Fluorescent Lamps Shall Be Cool Or Warm White And 3. Lamp Holders Shall Be Made Of Thermosetting Plastic. 4. Fluorescent Ballast: Magnetic Or Electronic Type With High Power Factor Or High Frequency Energy Saving Type. 5. Fluorescent Fixture Housing Shall Be Steel Sheet With High Reflectance Powder Coat Paint Finish. 6. Downlights And Pin Lights Shall Be Of Heavy Gauge Spun Aluminum Equipped With Lamp As Indicated On The Drawings. 7. Other Special Lighting Requirements Shall Be As Approved By The Implementing Agency.  Wiring Devices: Wiring Devices Shall Be Non-automatic Control Devices, The Contact Is Guaranteed By The Pressure Of The Special Spiral Springs. 1. Switches Shall Be Of 15a, 250v Or 300v Except As Otherwise Noted And Approved. Terminals Shall Be Screw-type Or Quick-connected Type. 2. General Use Receptacle Shall Be 15a, 240v Grounding Type Unless Otherwise Indicated On The Drawings. 3. Special Purpose Receptacles Shall Be As Called For On The Drawings. 4. Matching Plugs Shall Be Supplied.  Panelboards And Circuit Breakers: The Panelboard And Circuit Breakers Shall Be Equipped With Molded-case Circuit Breakers And Shall Be The Type As Indicated In The Panelboard Schedule And Details. 1. Provide Molded-case Circuit Breakers Of Frame, Trip Rating And Interrupting Capacity As Shown On The Drawings. The Circuit Breakers Shall Be Quick-make, Quick Break, Thermal-magnetic, Trip-indicating And Shall Have Common Trip On All Multiple Breakers With Internal Trip Mechanism. 2. All Current-carrying Parts Of The Panelboards Shall Be Plated. Provide Solid Neutral (s/n) Assembly When Required. The Assembly Shall Be Isolated From The Enclosure.  Electrical Conduits, Boxes And Fittings: All Conduits, Boxes And Fittings Shall Be Standard Rigid Steel, Zinc Coated Or Galvanized. 1. Rigid Steel Conduits (rsc) 2. Rigid Metal Conduits (rmc) 3. Intermediate Metal Conduits (imc) 4. Electrical Metallic Tubing (emt) 5. Unplasticized Polyvinyl Chloride (upvc) If Required Shall Be Schedule 40.  Conductors: Wires And Cables Shall Be Of The Approved Type And Unless Specified Or Indicated Otherwise, All Power And Lighting Conductors Shall Be Insulated For 600 Volts. 1. The Conductors Used In The Wiring System Shall Be Of Soft-annealed Copper Having A Conductivity Of Not Less Than 98% Of That Of Pure Copper And Insulated For 60° C Temperatures. 2. All Conduits Of Convenience Outlets And Wire-ways For Lighting Branch Circuit Home-runs Shall Be Wired With A Minimum Of 3.5 Mm Square In Size.  Fire Detection And Alarm System: 1. The Fire Detection And Alarm System Shall Be Of Multiplex, Microprocessor- Controlled Addressable Or Zonal Conventional Fire Detection, Alarm And Communication System. 2. The System Shall Consist Of Full Integration Automatic Fire Detection, Voice Alarm Communication And Fire Fighters Telephone System. 3. The System Shall Consist Of Control Station, Mimic Panel Initiating And Indicating Devices, Control Modules And System Of Wirings. 4. Actuation Of The Protective Signaling System Shall Occur By Manual Pull Station, Automatic Smoke Or Heat Detector, Sprinkler Flow Switch And Tamper Switch. 5. The System Shall Be Able To Monitors The Status Of Flow Switches And Supervisory Switches Installed At The Sprinkler System Risers. These Monitoring Points Are Also Addressable Or The Conventional Zonal In The Same Way As The Detectors Are Making Them Easily Recognizable At The Control Panel. 6. Occupant Notification Shall Be Accomplished Automatically. Notification Will Be General, Audible Alarm Type Complying With Appropriate Section Of Nfpa. 7. The System Shall Be Installed With Provisions For Future Connection To The Nearest Fire Services Station In The Locality.  Ventilation System The Ventilation And Air Conditioning System Shall Be Composed Of Complete Plans And Drawings Of The Following: 1. General Notes, Legends And Symbols Including Schematic Diagram Of The Ventilation System. 2. Floor Layout Of The Ventilation System Indicating The Capacity And Location Of The Air Conditioners And Fans. 3. Duct Layout Indicating Duct Sizes, Route And Location Of The Dampers, Diffusers, Return Air Register, Hangers And Sway Braces. 4. Equipment Schedule And Details Drawings Of Air Conditioners And Ventilating System. A) Industrial Type Exhaust Fans With Integral Air Diffuser Shall Be Provided In All Rooms. B) Ceiling Fans, Orbit Type With 360° Oscillation Shall Be Provided In Work Area. -end Of Electrical Works Design Parameters- Xvii. Design Parameters (green And Safe Health Facilities)  Codes And Standards Green And Safe Health Facilities Shall Be In Accordance With The Following Laws, Codes And Standards.  Global Initiatives & Developments: 1. World Health Assembly Resolution On Universal Health Care (2019) 2. World Health Resolution On Climate Change And Health (2008) 3. Un Resolution On Sustainable Development Goals (2015) 4. Global Action On Patients’ Safety  Laws And Codes: 1. Sanitation Code Of The Philippines Irr Of Chapter Xvii 2. The Local Government Code Of 1991 3. Clean Water Act Of 2004 4. National Building Code Of The Philippines (pd 1096) 5. General Appropriation Act Fiscal Year 2021 (ra 11518) 6. Occupational Safety And Health (ra 11058) 7. Safe Hospital Initiative (2011) 8. Universal Health Care Act (ra 11285) 9. Implementing Rules And Regulations Of Accessibility Law (ra 344) 10. Ecological Solid Waste Management Act Of 2000 (ra 9003) 11. Climate Change Act Of 2009 (ra 9729) 12. Other Related Standards A. Guidelines The Green And Safe Hf Initiative Represents A Climate Smart Paradigm Shift, Away From Traditional Disaster Response To One That Proactively Seeks To Minimize The Health Impact Of Disasters And Emergencies Through Climate Adaptation And Mitigation Measures (including Climate-proofing And Reduction Of The Environmental Footprint), And Preparedness. Consequently, It Is Essential That This Green Manual Is Incorporated Into The Hospital And Hf Development Agenda That Are Backed With Earmarked Resources In The National Budget, And That Has Governance And Support From The Highest Levels Of Government.  The Department Of Health Shall, As Much As Possible, Promote The Greening Of Hospitals And Health Facilities, Including The Improvement Of Energy And Water Efficiency And Conservation, Sustainable Cooling Systems, And Sustainable Healthcare Waste Management In Hospitals.  In Line With Its Continuing Efforts In Green And Safe Hfs, The Doh Shall Encourage National And Local Government Hospitals And Other Hfs To Seek Green Certifications From Green Building Rating System/s For Their New Construction Or Expansion, Repair And Renovation Projects. B. Criteria And Compliance System For Outstanding Green And Safe (climate Smart) Health Facilities.  Criterion Compliance 1. Governance – Leadership And Management, Trainings, Proper Implementation, Commitment 2. Energy Efficiency – Reduction Of Energy Consumption, Use Of Renewable And Clean Energies 3. Water Efficiency, Sanitation And Hygiene – Adequate Water, Water Reuse/recycling, Water Conservation, Rainwater Harvesting. Safe Drinking Water, Proper Use And Maintenance Of Sanitary Toilet Facilities 4. Health Care Waste Management Waste – Segregation, Collection, Storage, Transport, Treatment, Proper Waste Disposal, Recycling 5. Environmentally Resilient Health Facility – Structural Member, Non-structural Member, Emergency And Disaster Preparedness Plan 6. Site Sustainability – Healing Gardens Within, Fresh Air, Herbal Plants, Accessibility, Existence Of Alternative Routes 7. Material Sustainability – Use Of Sustainable Materials, Procurement Of Sustainable And Recyclable Products, Less Use Of Hazardous And Toxic Substances 8. Indoor Environmental Quality – Lighting, Ventilation, Interior Design, Air Quality Management C. Energy Efficiency  Orientate Building & Façade Design To Mitigate Heat Gain. The East And West Facades Receive The Greatest Solar Radiation, And Should Be Designed To Avoid Direct Sun.  Use Of Glass/glazing With A Lower U-value And Shading Coefficient Reduce Solar Heat Gain.  Allow Provision For Easy Access For Maintenance And Cleaning Especially For Curtain Wall System.  Consider Lifespan, Durability And Life Cycle-costing When Selecting Façade Materials.  Install And Use Energy-efficient Lighting Fixtures I.e. Led, Cfl, Slim Type Fluorescent, Etc.  Skylights (if Applicable) And Windows To Maximize Natural Lighting And Ventilation On Selected Areas. Utilizing Daylight As Possible.  Use Of Appliance With Inverter Technology With Variable Frequency Drive Technology.  Window And Door Assemblies Shall Have Complete Gaskets, Weather Stripping, Door Bottom Sweeps And Seals.  All Operable Windows Shall Be Provided With Safety Features For Protection Against Strong Winds, Water Penetration And Protection For Building Occupants Including Child Safety And Security.  Specific Air Exchange Rates Are Usually Attained Through Artificial Ventilation. Adequate Ventilation Throughout The Facility Contributes To Maintaining A Hygienic Environment. Presence Of Functional Windows And Doors, That Allow At Least 6-8 Air Changes Per Hour For Natural Ventilation. For Airborne Infection Isolation Room/s And Er/triage Areas, Greater Or More Than 12 Air Changes Per Hour Is Recommended, While Up To 15 Air Changes Per Hour May Be Recommended For Operating Procedure, Or Delivery Rooms.  Light-colored Building Envelopes Is Also Recommended To Reduce Heat Transfer From The Outside To Inside Of The Building By Having Surfaces With High Solar Reflectance Index (sri). D. Water Efficiency, Sanitation And Hygiene  Optimize Water Conservation Through Installation Of Rainwater Harvesting Cistern Tank  Use Of Waterless Urinals And Dual Flush Water Closets.  Use Of Low-flow & Water Efficient Faucet And Hand-held Bidets.  Use Of Water-saving Shower Heads  For Hospitals, There Must Be At Least One Water Closet For Every Eight Patients In Compliance With Ra 4226 – Hospital Licensure Act.  A Separate Toilet For Male And Female Is Preferred, And Shall Be Pwd Accessible. And, A Separate Toilet For The Staff, With A Provision Of One Toilet For Every Fifteen Personnel Shall Be Applied.  Waterless Urinals Must Be Provided For Male Toilets.  There Should Be Sufficient And Functional Hand-washing Facilities. E. Environmentally Resilient Health Facility  Ground Floor Must Be Above Ground Line And Anticipated Flood Level. F. Material Sustainability  Building Materials, If Applicable, Must Be Locally Sourced To Minimize Carbon Footprint.  Rapidly Renewable And Sustainable Materials Are Also Recommended. Refer To Sec. 16.3.4 Of Doh Green And Safe Health Facilities Manual For List Of Sustainable Construction Materials That Can Be Used.  Use Of Materials (specifically Wet-applied Materials) That Are Low In Vocs (volatile Organic Compounds) G. Site Sustainability  Adopt The Development Controls Indicated In The National Building Code Of The Philippines To Establish The Extent Of The Health Facility Site Can Develop.  Biophilic Design Is Recommended To Help Reduce Stress, Improve Cognitive Function And Creativity, Improve Patients’ Well-being And Expedite Healing.  Porous Pavement Is Recommended At The Site Development To Alleviate Flooding. Landscape Swales Is Also One Solution. H. Indoor Environmental Quality  Harvest Natural Daylight If Applicable. Drawing Requirements: See Doh Standard Checklist Based On Revised Irr Of The National Building Code Of The Philippines (pd 1096). Checklist Of Drawing Requirements In The Preparation/evaluation/approval Of Detailed Architectural And Engineering Plans And Other Documents For Infrastructure Project Implementation. -end Of Green And Safe Health Facilities Design Parameters- Xviii. Build Aspect Furnish Labour, Materials, Equipment, Paint, Tools And Other Facilities To Complete The Entire Building Including Architectural, Structural/ Civil, Electrical, Mechanical, Sanitary, Communication, Fire Protection, And Other Related Works To Complete The Scope As Specified And/or As Shown On Drawings And Plans 1. General Requirement  Contractor’s Temporary Facility And Lay Down Yard.  Communication And Transmittal, Reproduction, Tarpaulin/billboard And Photos  Material Testing (rsb, Chb, Concrete, Steel)  Safety Requirements (warning Signs, Hardhat, Etc.)  As Built Plan  Demolition, Clearing Work, Permits And Licenses 2. Other Items Of Work  Demolition Of Existing Structures In Affected Areas Or Where The Proposed Project Shall Be Situated, Clearing And Disposal Of All Debris Generated During Construction.  All Serviceable Materials Shall Be Turn Over To Doh-dedvmh Through Its Representative  Soil Excavation And Soil Treatment  Restoration Of Any Damaged Properties During The Construction  Permit Fees, And Other Necessary Documents For The Project Shall Be Shouldered By The Contractor  Temporary Facilities Shall Be Provided During The Construction Period, To Be Constructed Within The Hospital Compound, Which Shall Serve As The Field Office, Storage Of Materials And Bunkhouse For The Workers.  No Implementation Of The Project Without An Approved Plan And Other Related Documents.  Strict Implementation Of (dole Guidelines And Other Standards Applicable) Health And Safety Rules.  Shall Abide By The Medical Center Hospital House Rules  Conduct Weekly Progress And Coordinative Report To The Agency Or Its Representative  Other Items Of Work Not Mentioned Herewith But It Is Very Necessary For Execution And Completion Or Works Shall Be Included And Charge To The Contractor 3. Pre-installation Requirements  All Tests To Be Conducted Shall Be Witnessed By The Hospital Representatives.  Soil Investigation  Concrete Strength Testing  Reinforcing Bar Strength Testing  Concrete Masonry Unit (cmu) Testing  All Plumbing And Sanitary System  Automatic Fire Sprinkler System  Ventilation And Air Conditioning System  All Electrical System  And Other Tests That Necessary To Perform To Ensure The Quality Of The Project  All Certifications And Reports Under Post-installation Requirement Shall Be Submitted To The Hospital Representatives.  The Contractor Shall Submit A Sample Of Materials For Approval Of The Medical Center Chief Prior To Installation.  No Implementation Or Execution Of Work In Any Discipline Without The Approval Of Medical Center Chief Or Through Its Representative  Any Request For Inspection, Approval, Concrete Pouring, Testing And Commissioning Must Be Address To Medical Center Chief Or Must Adhere To The Reporting Protocol As Mentioned Above. -end Of Build Aspect- Checklist Of Drawing Requirements In The Preparation/evaluation/approval Of Detailed Architectural And Engineering Plans And Other Documents For Infrastructure Project Implementation Reference: Revised Implementing Rules And Regulations Of The National Building Code Of The Philippines (pd 1096) Project : Location : Sheet Number Sheet Contents Remarks* Architectural Drawings (as Applicable) A – 1 (a…n) Perspective, Site Development Plan, Vicinity Map/location Plan (2.00 Kms. Radius) Table Of Contents A – 2 (a…n) Floor Plans (scale 1:100m Minimum) Including Furniture Layout When Necessary A – 3 (a…n) Four (4) Elevations (scale 1:100m Minimum) A – 4 (a…n) Two (2) Sections (scale 1:100m Minimum) Including Spot Details When Necessary A – 5 (a…n) Roof Plan/s Showing Downspouts (scale 1:100m Minimum), Including Detail Of Gutter, Downspout, Etc. A – 6 (a…n) Reflected Ceiling Plan/s (scale 1:100m Minimum), Including Details A – 7 (a…n) Details Of Stairs, Fire Escapes/exits, Accessible Ramps, Etc. (scale 1:50m), Including Details Of Railings, Treads, Risers, Etc., In The Form Of Plans, Elevation/section A – 8 (a…n) Details Of Toilets (1:50 M) Including Accessible Toilets In The Form Of Plans, Elevation/section A – 9 (a…n) Details Of Specialized Design Features (scale 1:50 M) Such As Partitions, Cabinets, Etc. And Accessible Design Features A – 10 (a…n) Detail Of Typical Bay Section From Ground To Roof (scale 1:50 M) A – 11 (a…n) Details Of Special Elevations/section Rooms (1:50m) In Form Of Plans, A – 12 (a…n) Schedule Of Doors, Gates, Emergency Exits, Etc. (scale 1:50 M), Including Specifications For Materials And Hardware A – 13 (a…n) Schedule Of Windows (scale 1:50 M), Including Specifications For Materials And Hardware A – 14 (a…n) Schedule Of Finishes For Interior And Exterior Floors, Walls, Ceilings Architectural Technical Specifications Architectural Scope Of Works Architectural Bill Of Quantities * To Be Marked As Either Complying Or Non-complying/complete Or Incomplete By The Evaluator Or To Be Filled With Supporting Comments (use Additional Sheets If Necessary) Evaluated By: ____________________________________________________________ Page 1 Of 6 Checklist Of Drawing Requirements In The Preparation/evaluation/approval Of Detailed Architectural And Engineering Plans And Other Documents For Infrastructure Project Implementation Reference: Revised Implementing Rules And Regulations Of The National Building Code Of The Philippines (pd 1096) Project : Location : Sheet Number Sheet Contents Remarks* Architectural Interior Design Drawings (as Applicable) Aid – 1 (a…n) Floor Plans Showing Layout Of Floor Finishes (scale 1:100m Minimum) Aid – 2 (a…n) Floor Plans Showing Layout Of Furniture/finishing Partitions, Cabinets, Etc. (scale 1:100m Minimum) Aid – 3 (a…n) Interior Elevations And Sections Showing Wall Patterns, Ceiling Sections, Etc. (scale 1:100m Minimum) Aid – 4 (a…n) Details Of Partitions, Cabinets, Furniture, Ceiling And Other Interior Design Features (scale 1:100m Minimum) Aid – 5 (a…n) Architectural Interior Perspective/s Architectural Interior Design Technical Specifications Architectural Interior Design Scope Of Works Architectural Interior Design Bill Of Quantities * To Be Marked As Either Complying Or Non-complying/complete Or Incomplete By The Evaluator Or To Be Filled With Supporting Comments (use Additional Sheets If Necessary) Evaluated By: ____________________________________________________________ Page 2 Of 6 Checklist Of Drawing Requirements In The Preparation/evaluation/approval Of Detailed Architectural And Engineering Plans And Other Documents For Infrastructure Project Implementation Reference: Revised Implementing Rules And Regulations Of The National Building Code Of The Philippines (pd 1096) Project : Location : Sheet Number Sheet Contents Remarks* Structural Drawings (as Applicable) S – 1 (a…n) General Notes And Construction Standards S – 2 (a…n) Site Development Plan S – 3 (a…n) Foundation Plan/s (scale 1:100m Minimum) S – 4 (a…n) Floor Framing Plan/s (scale 1:100m Minimum) S – 5 (a…n) Roof Framing Plan (scale 1:100m Minimum) S – 6 (a…n) Schedule And Detail Of Footings And Columns S – 7 (a…n) Schedule And Detail Of Beams And Floor Slabs S – 8 (a…n) Detail Of Trusses S – 9 (a…n) Details Of Stairs, Ramps, Fire Exits S – 10 (a…n) Other Spot Details Structural Analysis And Design (for 2 Storey Building And Higher) Boring And Land Test Results (for 3 Storey Building And Higher) Seismic Analysis Structural Technical Specifications Structural Scope Of Works Structural Bill Of Quantities * To Be Marked As Either Complying Or Non-complying/complete Or Incomplete By The Evaluator Or To Be Filled With Supporting Comments (use Additional Sheets If Necessary) Evaluated By: ____________________________________________________________ Page 3 Of 6 Checklist Of Drawing Requirements In The Preparation/evaluation/approval Of Detailed Architectural And Engineering Plans And Other Documents For Infrastructure Project Implementation Reference: Revised Implementing Rules And Regulations Of The National Building Code Of The Philippines (pd 1096) Project : Location : Sheet Number Sheet Contents Remarks* Electrical Drawings (as Applicable) E – 1 (a…n) General Notes And Legends E – 2 (a…n) Location And Site Plan E – 3 (a…n) Lighting Layout (scale 1:100m Minimum) Including Details E – 4 (a…n) Power Layout (scale 1:100m Minimum) Including Details E – 5 (a…n) Auxiliary System Layout (scale 1:100m Minimum) Including E – 6 (a…n) Schedule And Detail Of Loads E – 7 (a…n) Riser Diagram E – 8 (a…n) Other Detail Electrical Computation Design Analysis Electrical Technical Specifications Electrical Scope Of Works Electrical Bill Of Quantities * To Be Marked As Either Complying Or Non-complying/complete Or Incomplete By The Evaluator Or To Be Filled With Supporting Comments (use Additional Sheets If Necessary) Evaluated By: ____________________________________________________________ Page 4 Of 6 Electronics/auxiliary System Ready For Integrated Communications 1. Fire Alarm System 2. Security System Cctv Checklist Of Drawing Requirements In The Preparation/evaluation/approval Of Detailed Architectural And Engineering Plans And Other Documents For Infrastructure Project Implementation Reference: Revised Implementing Rules And Regulations Of The National Building Code Of The Philippines (pd 1096) Project : Location : Sheet Number Sheet Contents Remarks* Plumbing/sanitary Drawings (as Applicable) P – 1 (a…n) General Notes And Legends P – 2 (a…n) Location And Site Plan P – 3 (a…n) Storm Drainage Layout (scale 1:100m Minimum) Including Actual Length Of Tapping Line To Main Drainage Line P – 4 (a…n) Waterline Layout (scale 1:100m Minimum) Including Actual Length Of Tapping Line From Main Water Source When Applicable P – 5 (a…n) Sewerline Layout (scale 1:100m Minimum) Including Actual Length Of Tapping Line To Septic Tank Or Existing Sewerline P – 6 (a…n) Isometric Layout, Showing Waterline, Sewerline And Drainage Line P – 7 (a…n) Detail Of Connections, Catch Basins, Downspouts, Etc. P – 8 (a…n) Detail Of Septic Tank/sewer Treatment Plant Design Analysis Sanitary Technical Specifications Sanitary Scope Of Works Sanitary Bill Of Quantities * To Be Marked As Either Complying Or Non-complying/complete Or Incomplete By The Evaluator Or To Be Filled With Supporting Comments (use Additional Sheets If Necessary) Evaluated By: ____________________________________________________________ Page 5 Of 6 Checklist Of Drawing Requirements In The Preparation/evaluation/approval Of Detailed Architectural And Engineering Plans And Other Documents For Infrastructure Project Implementation Reference: Revised Implementing Rules And Regulations Of The National Building Code Of The Philippines (pd 1096) Project : Location : Sheet Number Sheet Contents Remarks* Mechanical Drawings (as Applicable) M – 1 (a…n) General Notes And Legends, Site Development Plan, Location Plans M – 2 (a…n) Floor Plans/isometric Drawings (scale 1:100m Minimum) Showing Ventilation And Air Conditioning Systems And Other Installations M – 3 (a…n) Floor Plans/isometric Drawings (scale 1:100m Minimum) Of Gas Pipeline System And Details M – 4 (a…n) Floor Plans/isometric Drawings (scale 1:100m Minimum) Of Air-conditioning Systems And Details M – 5 (a…n) Floor Plans/isometric Drawings (scale 1:100m Minimum) Of Fire Suppression Systems, Fire Sprinkler System, Wet Stand Pipe, Dry Standpipe And Other Installation M – 6 (a…n) Details Water Tank, Flow Diagram (scale 1:50m) M – 7 (a…n) Details Of Firewater Supply Sytem (scale 1:50m) M – 8 (a…n) Detail Of Elevators, Escalators, Dumbwaiters, Etc. (scale 1:50m) M – 9 (a…n) Detail Of Other Machinery/equipment (scale 1:50) M – 10 (a…n) Longitudinal And Transverse Section Of Building (scale 1:100m) Showing Manner Of Support Of Machines/equipment Mechanical Technical Specifications Mechanical Scope Of Works Mechanical Bill Of Quantities * To Be Marked As Either Complying Or Non-complying/complete Or Incomplete By The Evaluator Or To Be Filled With Supporting Comments (use Additional Sheets If Necessary) Evaluated By: ____________________________________________________________ Page 6 Of 6 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.

Details: (1) Action Code: Not Applicable(2) Date: July 15(3) Year: 2024(4) Contracting Office Zip Code: 20240(5) Product Or Service Code: H346 Inspection - Water Purification And Sewage Treatment Equipment(6) Contracting Office Address: National Park Service Contracting Operations Central, Missouri Major Acquisition Buying Office (7) Subject: Request For Quotes For Inspection And Cleaning Of Eight (8) Potable Water Storage Tanks At Ozark National Scenic Riverways(8) Proposed Solicitation Number: 140p6224q0034(9) Closing Response Date: August 5, 2024(10) Contact Point Or Contracting Officer: Cecilia_mitchell@nps.gov(11) - (15) Not Applicable For Solicitation(16) Description.(i) This Is A Combined Synopsis/solicitation For Commercial Services Being Procured In Accordance With The Format In Subpart 12.6, As Supplemented With Additional Information As Included In This Notice. This Announcement Constitutes The Only Solicitation; Quotes Are Being Requested And A Written Solicitation Will Not Be Issued. All Clauses Can Be Viewed In Their Entirety At Www.acquisition.gov.(ii) The Solicitation Number Is 140p6224q0034 And Is Issued As A Request For Quote (rfq). (iii) The Solicitation Incorporates Provisions And Clauses In Effect Through The Current Federal Acquisition Circular 2024-05.(iv) This Requirement Is A Total Small Business Set Aside. The Relevant Naics Is 221310 Water Supply And Irrigation Systems(v) Line Items: Clin 0010 - Inspect And Clean Eight (8) Potable Water Storage Tanks (vi) Ozark National Scenic Riverways, A Unit Of The National Park Service, Is Seeking Quotes For Inspection And Cleaning Of Eight (8) Potable Water Storage Tanks. See Attached Statement Of Work For Full Details On This Requirement. Any Contract Resulting From This Solicitation Will Be Firm, Fixed Price. (vii) The Period Of Performance For The Services Is 90 Days. Services Must Be Performed At Ozark National Scenic Riverways. The Government Anticipates That The 90-calendar Day Period Of Performance Will Begin On September 16, 2024. The Actual Start Date Will Be Determined At Time Of Award.(viii) Far Provision 52.212-1 Instructions To Offerors - Commercial Products And Services (sep 2023) Applies To This Acquisition. (ix) Award Will Be Made In Accordance With Far Part 13 To The Responsible Quoter That Provides The Best Value To The Government Based On Price, Prior Experience, And Past Performance. The Solicitation Is Not Stating Nor Is It Required To State The Relative Importance Assigned To Each Evaluation Factor And/or Sub Factor (far 13.106-1(a)(2)) Listed Below.1. Price. Complete Attachment 02 - Price Schedule Or Provide A Comparable Price Breakdown. 2. Prior Experience: Prior Experience Is The Factual Documentation Of A Firm's Experience Relative To Inspection And Cleaning Of Potable Water Storage Tanks As Described In The Statement Of Work. The Government Will Determine Its Level Of Confidence That A Firm Will Successfully Perform The Requirements At Ozark National Scenic Riverways Based On Its Assessment Of The Firm's Prior Experience. To Document Prior Experience, Quotes Must Include:a) Descriptions Of At Least Three Projects Similar In Size And Scope To The Work Described In The Statement Of Work That Your Firm Has Completed Within The Past Three (3) Years. If Your Firm Plans To Perform The Work With Diving, Descriptions Of Experience Must Address Diving. A1) The Description Of Each Project Must Include The Nature Of The Work, The Entity For Whom The Work Was Performed, And The Dollar Value Of The Projecta2) Point Of Contact Information Including Name, Phone Number, And Email Address.3. Past Performance: Past Performance Is A Measure Of The Degree To Which The Firm Has Satisfied Its Customers In The Past. The Government Will Determine Its Level Of Confidence That A Firm Will Successfully Perform The Requirements At Ozark National Scenic Riverways Based On Its Assessment Of The Firm's And Past Performance. The Government Will Evaluate Past Performance Based On The Government's Knowledge Of Quoter's Past Performance And/or References Obtained From Any Other Source. Other Sources Include, But Are Not Limited To, The Contract Performance Assessment Reporting System (cpars); Federal, State Or Local Governmental Agencies; Entities Listed In The Quoter's Prior Experience; And Private Sector Businesses.(x) Far Clause 52.212-3, Offeror Representations And Certifications-commercial Products And Commercial Services (feb 2024), Applies To This Acquisition. The Offeror Verifies By Submission Of Their Quote That The Representations And Certifications Currently Posted Electronically At Far 52.212-3, Offeror Representations And Certifications-commercial Products And Commercial Services, Have Been Entered Or Updated In The Last 12 Months, Are Current, Accurate, Complete, And Applicable To This Solicitation (including The Business Size Standard(s) Applicable To The Naics Code(s) Referenced For This Solicitation), At The Time This Quote Is Submitted And Are Incorporated In This Quote By Reference (see Far 4.1201). If Representations And Certifications Currently Posted Electronically At Far 52.212-3, Offeror Representations And Certifications-commercial Products And Commercial Services, Are Not Current, Offeror Shall Submit Paragraph (b) Of 52.212-3 With Their Quote.(xi) Far Clause 52.212-4, Contract Terms And Conditions - Commercial Products And Commercial Services (nov 2023), Applies To This Acquisition. (xii) Far Clause 52.212-5, Contract Terms And Conditions Required To Implement Statutes Or Executive Orders-commercial Products And Commercial Services (feb 2024), Applies To This Acquisition. The Following Clauses Within 52.212-5 Apply: 52.203-17, Contractor Employee Whistleblower Rights (nov 2023) 52.204-10, Reporting Executive Compensation And First-tier Subcontract Awards (jun 2020) 52.204-27, Prohibition On A Bytedance Covered Application (jun 2023) 52.204-30, Federal Acquisition Supply Chain Security Act Orders¿ Prohibition. (dec 2023) 52.209-6, Protecting The Government¿s Interest When Subcontracting With Contractors Debarred, Suspended, Or Proposed For Debarment. (nov 2021) 52.219-6, Notice Of Total Small Business Set-aside (nov 2020) 52.222-3, Convict Labor (jun 2003) 52.222-19, Child Labor-cooperation With Authorities And Remedies (feb 2024) 52.222-21, Prohibition Of Segregated Facilities (apr 2015)52.222-26, Equal Opportunity (sept 2016) 52.222-36, Equal Opportunity For Workers With Disabilities (jun 2020) 52.222-50, Combating Trafficking In Persons (nov 2021)52.223-23, Sustainable Products And Services (may 2024) 52.225-13, Restrictions On Certain Foreign Purchases (feb 2021) 52.226-8, Encouraging Contractor Policies To Ban Text Messaging While Driving (may 2024) 52.225-13, Restrictions On Certain Foreign Purchases (feb 2021) 52.232-33, Payment By Electronic Funds Transfer-system For Award Management (oct 2018) 52.222-41, Service Contract Labor Standards (aug 2018) 52.222-42, Statement Of Equivalent Rates For Federal Hires (may 2014) This Statement Is For Information Only. It Is Not A Wage Determinationemployee Class: Utility Systems Repair-operatormonetary Wage + Fringe Benefits: $33.9752.222-55, Minimum Wages For Contractor Workers Under Executive Order 14026 (jan 2022)52.222-62, Paid Sick Leave Under Executive Order 13706 (jan 2022)(xiii) The Following Provisions Are Incorporated By Reference Iaw Far 52.252-1 Into This Request For Quote: 52.204-7 System For Award Management (oct 2018)52.204-16 Commercial And Government Entity Code Reporting (aug 2020)52.204-29 Federal Acquisition Supply Chain Security Act Orders-representation And Disclosures (dec 2023)the Following Clauses Are Incorporated By Reference Iaw Far 52.252-2 Into This Request For Quote: 52.204-13 System For Award Management Maintenance (oct 2018)52.204-18 Commercial And Government Entity Code Maintenance (aug 2020)52.237-2 Protection Of Government Buildings, Equipment, And Vegetation (apr 1984)the Following Provisions And Clauses Are Included In Full Text: The Following Provisions And Clauses Are Included In Full Text: 52.204-24 Representation Regarding Certain Telecommunications And Video Surveillance Services Or Equipment (nov 2021)the Offeror Shall Not Complete The Representation At Paragraph (d)(1) Of This Provision If The Offeror Has Represented That It "does Not Provide Covered Telecommunications Equipment Or Services As A Part Of Its Offered Products Or Services To The Government In The Performance Of Any Contract, Subcontract, Or Other Contractual Instrument" In Paragraph (c)(1) In The Provision At 52.204-26, Covered Telecommunications Equipment Or Services-representation, Or In Paragraph (v)(2)(i) Of The Provision At 52.212-3, Offeror Representations And Certifications-commercial Products Or Commercial Services. The Offeror Shall Not Complete The Representation In Paragraph (d)(2) Of This Provision If The Offeror Has Represented That It "does Not Use Covered Telecommunications Equipment Or Services, Or Any Equipment, System, Or Service That Uses Covered Telecommunications Equipment Or Services" In Paragraph (c)(2) Of The Provision At 52.204-26, Or In Paragraph (v)(2)(ii) Of The Provision At 52.212-3.(a) Definitions. As Used In This Provision-backhaul, Covered Telecommunications Equipment Or Services, Critical Technology, Interconnection Arrangements, Reasonable Inquiry, Roaming, And Substantial Or Essential Component Have The Meanings Provided In The Clause 52.204-25, Prohibition On Contracting For Certain Telecommunications And Video Surveillance Services Or Equipment.(b) Prohibition.(1) Section 889(a)(1)(a) Of The John S. Mccain National Defense Authorization Act For Fiscal Year 2019 (pub. L. 115-232) Prohibits The Head Of An Executive Agency On Or After August 13, 2019, From Procuring Or Obtaining, Or Extending Or Renewing A Contract To Procure Or Obtain, Any Equipment, System, Or Service That Uses Covered Telecommunications Equipment Or Services As A Substantial Or Essential Component Of Any System, Or As Critical Technology As Part Of Any System. Nothing In The Prohibition Shall Be Construed To-(i) Prohibit The Head Of An Executive Agency From Procuring With An Entity To Provide A Service That Connects To The Facilities Of A Third-party, Such As Backhaul, Roaming, Or Interconnection Arrangements; Or(ii) Cover Telecommunications Equipment That Cannot Route Or Redirect User Data Traffic Or Cannot Permit Visibility Into Any User Data Or Packets That Such Equipment Transmits Or Otherwise Handles.(2) Section 889(a)(1)(b) Of The John S. Mccain National Defense Authorization Act For Fiscal Year 2019 (pub. L. 115-232) Prohibits The Head Of An Executive Agency On Or After August 13, 2020, From Entering Into A Contract Or Extending Or Renewing A Contract With An Entity That Uses Any Equipment, System, Or Service That Uses Covered Telecommunications Equipment Or Services As A Substantial Or Essential Component Of Any System, Or As Critical Technology As Part Of Any System. This Prohibition Applies To The Use Of Covered Telecommunications Equipment Or Services, Regardless Of Whether That Use Is In Performance Of Work Under A Federal Contract. Nothing In The Prohibition Shall Be Construed To-(i) Prohibit The Head Of An Executive Agency From Procuring With An Entity To Provide A Service That Connects To The Facilities Of A Third-party, Such As Backhaul, Roaming, Or Interconnection Arrangements; Or(ii) Cover Telecommunications Equipment That Cannot Route Or Redirect User Data Traffic Or Cannot Permit Visibility Into Any User Data Or Packets That Such Equipment Transmits Or Otherwise Handles.(c) Procedures. The Offeror Shall Review The List Of Excluded Parties In The System For Award Management (sam) ( Https://www.sam.gov) For Entities Excluded From Receiving Federal Awards For "covered Telecommunications Equipment Or Services".(d) Representation. The Offeror Represents That-(1) It __ Will, __ Will Not Provide Covered Telecommunications Equipment Or Services To The Government In The Performance Of Any Contract, Subcontract Or Other Contractual Instrument Resulting From This Solicitation. The Offeror Shall Provide The Additional Disclosure Information Required At Paragraph (e)(1) Of This Section If The Offeror Responds "will" In Paragraph (d)(1) Of This Section; And(2) After Conducting A Reasonable Inquiry, For Purposes Of This Representation, The Offeror Represents That-it __ Does, __ Does Not Use Covered Telecommunications Equipment Or Services, Or Use Any Equipment, System, Or Service That Uses Covered Telecommunications Equipment Or Services. The Offeror Shall Provide The Additional Disclosure Information Required At Paragraph (e)(2) Of This Section If The Offeror Responds "does" In Paragraph (d)(2) Of This Section.(e) Disclosures.(1) Disclosure For The Representation In Paragraph (d)(1) Of This Provision. If The Offeror Has Responded "will" In The Representation In Paragraph (d)(1) Of This Provision, The Offeror Shall Provide The Following Information As Part Of The Offer:(i) For Covered Equipment-(a) The Entity That Produced The Covered Telecommunications Equipment (include Entity Name, Unique Entity Identifier, Cage Code, And Whether The Entity Was The Original Equipment Manufacturer (oem) Or A Distributor, If Known);(b) A Description Of All Covered Telecommunications Equipment Offered (include Brand; Model Number, Such As Oem Number, Manufacturer Part Number, Or Wholesaler Number; And Item Description, As Applicable); And(c) Explanation Of The Proposed Use Of Covered Telecommunications Equipment And Any Factors Relevant To Determining If Such Use Would Be Permissible Under The Prohibition In Paragraph (b)(1) Of This Provision.(ii) For Covered Services-(a) If The Service Is Related To Item Maintenance: A Description Of All Covered Telecommunications Services Offered (include On The Item Being Maintained: Brand; Model Number, Such As Oem Number, Manufacturer Part Number, Or Wholesaler Number; And Item Description, As Applicable); Or(b) If Not Associated With Maintenance, The Product Service Code (psc) Of The Service Being Provided; And Explanation Of The Proposed Use Of Covered Telecommunications Services And Any Factors Relevant To Determining If Such Use Would Be Permissible Under The Prohibition In Paragraph (b)(1) Of This Provision.(2) Disclosure For The Representation In Paragraph (d)(2) Of This Provision. If The Offeror Has Responded "does" In The Representation In Paragraph (d)(2) Of This Provision, The Offeror Shall Provide The Following Information As Part Of The Offer:-(a) The Entity That Produced The Covered Telecommunications Equipment (include Entity Name, Unique Entity Identifier, Cage Code, And Whether The Entity Was The Oem Or A Distributor, If Known);(b) A Description Of All Covered Telecommunications Equipment Offered (include Brand; Model Number, Such As Oem Number, Manufacturer Part Number, Or Wholesaler Number; And Item Description, As Applicable); And(c) Explanation Of The Proposed Use Of Covered Telecommunications Equipment And Any Factors Relevant To Determining If Such Use Would Be Permissible Under The Prohibition In Paragraph (b)(2) Of This Provision.(ii) For Covered Services-(a) If The Service Is Related To Item Maintenance: A Description Of All Covered Telecommunications Services Offered (include On The Item Being Maintained: Brand; Model Number, Such As Oem Number, Manufacturer Part Number, Or Wholesaler Number; And Item Description, As Applicable); Or(b) If Not Associated With Maintenance, The Psc Of The Service Being Provided; And Explanation Of The Proposed Use Of Covered Telecommunications Services And Any Factors Relevant To Determining If Such Use Would Be Permissible Under The Prohibition In Paragraph (b)(2) Of This Provision.(end Of Provision)52.204-26 Covered Telecommunications Equipment Or Services - Representation (oct 2020)(a) Definitions. As Used In This Provision, 'covered Telecommunications Equipment Or Services' And 'reasonable Inquiry' Have The Meaning Provided In The Clause 52.204-25, Prohibition On Contracting For Certain Telecommunications And Video Surveillance Services Or Equipment.(b) Procedures. The Offeror Shall Review The List Of Excluded Parties In The System For Award Management (sam) (https://www.sam.gov) For Entities Excluded From Receiving Federal Awards For 'covered Telecommunications Equipment Or Services'.(c) Representations. (1) The Offeror Represents That It [ ] Does, [ ] Does Not Provide Covered Telecommunications Equipment Or Services As A Part Of Its Offered Products Or Services To The Government In The Performance Of Any Contract, Subcontract, Or Other Contractual Instrument. (2) After Conducting A Reasonable Inquiry For Purposes Of This Representation, The Offeror Represents That It [ ] Does, [ ] Does Not Use Covered Telecommunications Equipment Or Services, Or Any Equipment, System, Or Service That Uses Covered Telecommunications Equipment Or Services.(end Of Provision)52.252-1 Solicitation Provisions Incorporated By Reference (feb 1998)this Solicitation Incorporates One Or More Solicitation Provisions By Reference, With The Same Force And Effect As If They Were Given In Full Text. Upon Request, The Contracting Officer Will Make Their Full Text Available. The Offeror Is Cautioned That The Listed Provisions May Include Blocks That Must Be Completed By The Offeror And Submitted With Its Quotation Or Offer. In Lieu Of Submitting The Full Text Of Those Provisions, The Offeror May Identify The Provision By Paragraph Identifier And Provide The Appropriate Information With Its Quotation Or Offer. Also, The Full Text Of A Solicitation Provision May Be Accessed Electronically At This/these Address(es):https://www.acquisition.gov/.(end Of Provision)52.252-2 Clauses Incorporated By Reference (feb 1998)this Contract Incorporates One Or More Clauses By Reference, With The Same Force And Effect As If They Were Given In Full Text. Upon Request, The Contracting Officer Will Make Their Full Text Available. Also, The Full Text Of A Clause May Be Accessed Electronically At This/these Address(es):https://www.acquisition.gov/.(end Of Clause)electronic Invoicing And Payment Requirements - Invoice Processing Platform (ipp) (feb 2021) Payment Requests Must Be Submitted Electronically Through The U. S. Department Of The Treasury's Invoice Processing Platform System (ipp)."payment Request" Means Any Request For Contract Financing Payment Or Invoice Payment By The Contractor. To Constitute A Proper Invoice, The Payment Request Must Comply With The Requirements Identified In The Applicable Prompt Payment Clause Included In The Contract, Or The Clause 52.212-4 Contract Terms And Conditions - Commercial Items Included In Commercial Item Contracts. The Ipp Website Address Is: Https://www.ipp.gov.under This Contract, The Following Documents Are Required To Be Submitted As An Attachment To The Ipp Invoice: Invoice On Company Letterhead With Stated Contract Number.the Contractor Must Use The Ipp Website To Register Access And Use Ipp For Submitting Requests For Payment. The Contractor Government Business Point Of Contact (as Listed In Sam) Will Receive Enrollment Instructions Via Email From The Federal Reserve Bank Of St. Louis (frbstl) Within 3 - 5 Business Days Of The Contract Award Date. Contractor Assistance With Enrollment Can Be Obtained By Contacting The Ipp Production Helpdesk Via Email Ippcustomersupport@fiscal.treasury.gov Or Phone (866) 973-3131.if The Contractor Is Unable To Comply With The Requirement To Use Ipp For Submitting Invoices For Payment, The Contractor Must Submit A Waiver Request In Writing To The Contracting Officer With Its Proposal Or Quotation.(end Of Local Clause)diar 1452.201-70 Authorities And Delegations (sep 2011)(a) The Contracting Officer Is The Only Individual Authorized To Enter Into Or Terminate This Contract, Modify Any Term Or Condition Of This Contract, Waive Any Requirement Of This Contract, Or Accept Nonconforming Work.(b) The Contracting Officer Will Designate A Contracting Officer's Representative (cor) At Time Of Award. The Cor Will Be Responsible For Technical Monitoring Of The Contractor's Performance And Deliveries. The Cor Will Be Appointed In Writing, And A Copy Of The Appointment Will Be Furnished To The Contractor. Changes To This Delegation Will Be Made By Written Changes To The Existing Appointment Or By Issuance Of A New Appointment.(c) The Cor Is Not Authorized To Perform, Formally Or Informally, Any Of The Following Actions:(1) Promise, Award, Agree To Award, Or Execute Any Contract, Contract Modification, Or Notice Of Intent That Changes Or May Change This Contract;(2) Waive Or Agree To Modification Of The Delivery Schedule;(3) Make Any Final Decision On Any Contract Matter Subject To The Disputes Clause;(4) Terminate, For Any Reason, The Contractor's Right To Proceed;(5) Obligate In Any Way, The Payment Of Money By The Government.(d) The Contractor Shall Comply With The Written Or Oral Direction Of The Contracting Officer Or Authorized Representative(s) Acting Within The Scope And Authority Of The Appointment Memorandum. The Contractor Need Not Proceed With Direction That It Considers To Have Been Issued Without Proper Authority. The Contractor Shall Notify The Contracting Officer In Writing, With As Much Detail As Possible, When The Cor Has Taken An Action Or Has Issued Direction (written Or Oral) That The Contractor Considers To Exceed The Cor's Appointment, Within 3 Days Of The Occurrence. Unless Otherwise Provided In This Contract, The Contractor Assumes All Costs, Risks, Liabilities, And Consequences Of Performing Any Work It Is Directed To Perform That Falls Within Any Of The Categories Defined In Paragraph (c) Prior To Receipt Of The Contracting Officer's Response Issued Under Paragraph (e) Of This Clause.(e) The Contracting Officer Shall Respond In Writing Within 30 Days To Any Notice Made Under Paragraph (d) Of This Clause. A Failure Of The Parties To Agree Upon The Nature Of A Direction, Or Upon The Contract Action To Be Taken With Respect Thereto, Shall Be Subject To The Provisions Of The Disputes Clause Of This Contract.(f) The Contractor Shall Provide Copies Of All Correspondence To The Contracting Officer And The Cor.(g) Any Action(s) Taken By The Contractor, In Response To Any Direction Given By Any Person Acting On Behalf Of The Government Or Any Government Official Other Than The Contracting Officer Or The Cor Acting Within His Or Her Appointment, Shall Be At The Contractor's Risk.(end Of Clause)diar 1452.228-70 Liability Insurance (jul 1996)(a) The Contractor Shall Procure And Maintain During The Term Of This Contract And Any Extension Thereof Liability Insurance In Form Satisfactory To The Contracting Officer By An Insurance Company Which Is Acceptable To The Contracting Officer. The Named Insured Parties Under The Policy Shall Be The Contractor And The United States Of America. The Amounts Of The Insurance Shall Be Not Less Than As Follows:$ 100,000 Each Person$ 500,000 Each Occurrence$ 100,000 Property Damage(b) Each Policy Shall Have A Certificate Evidencing The Insurance Coverage. The Insurance Company Shall Provide An Endorsement To Notify The Contracting Officer 30 Days Prior To The Effective Date Of Cancellation Or Termination Of The Policy Or Certificate; Or Modification Of The Policy Or Certificate Which May Adversely Affect The Interest Of The Government In Such Insurance. The Certificate Shall Identify The Contract Number, The Name And Address Of The Contracting Officer, As Well As The Insured, The Policy Number And A Brief Description Of Contract Services To Be Performed. The Contractor Shall Furnish The Contracting Officer With A Copy Of An Acceptable Insurance Certificate Prior To Beginning The Work.(end Of Clause)(xiv) N/a(xv) Submit Quotes To Cecilia_mitchell@nps.gov By 1500 Et On August 5, 2024. (xvi) All Communication Regarding This Solicitation, Including Questions And Requests For Information, Shall Be Emailed To Cecilia_mitchell@nps.gov. Questions Will Not Be Answered Via Phone Or Text Message. Submit All Questions By Noon Et On July 26, 2024. (17) Place Of Contract Performance: Ozark National Scenic Riverways(18) Set-aside Status: Total Small Business Set Aside. Attachments:attachment 01 - Statement Of Workattachment 02 - Price Scheduleattachment 03 - Wage Determination

Details: Description Sir/madam: Please Submit Your Lowest Price Quotation (including Taxes And Government Discounts) On Charged Account Basis, On The Following Supplies/materials/ Equipment On Line Item Bid Or If Labor, On Lump Sum Bid For The Account And Official Use Of The Authority. This Request For Quotation Or Your Formal Bid Proposal May Be Submitted Through E-mail At Procmiaa@gmail.com (see Note #1 For Details) Or Personally Submitted On A Sealed Envelope Stating The Company Name/address And Project Title With R.i.s. # Thru The Bid Drop Box At The Office Of The Procurement Division On Or Before March 15, 2024 @ 2:00 Pm. Please Synchronize Your Time With The Philippine Standard Time (pst) At Www.pagasa.dost.gov.ph Thank You. Elsie P. Nitollano Manager, Procurement Division Notes: 1. Quotations May Be Submitted Either Typewritten (preferred) Or Handwritten. For Quotations Sent Thru E-mail, The File Must Be On A Compressed Folder (in .zip File Format) Which Shall Be Password-protected. The Password For Accessing The Bidding Documents Will Be Disclosed By The Bidders Only During The Actual Bid Opening Which May Be Done In Person Or Thru E-mail. 2. Alternative Bids/a Bid With Options Shall Be Rejected. 3. Request For Quotation Can Be Obtained From The Office Of Procurement Division On March 12 To 15, 2024. 4. Warranty Shall Be For A Period Of Three (3) Months, Which Shall Commence After The Final Acceptance Of The End-user. 5. Price Validity Shall Be For A Period Of 120 Calendar Days From Opening Of Bid. 6. Submit Sample/s And Brochure/s, If Applicable, Showing Specifications Of Product Being Offered. Likewise State The Brand In The Rfq Or Bid Proposal. 7. If Awarded, The Bidder Shall Submit The Required Registration Documents. Qty. Unit Description Of Articles Abc/unit Unit Price 1 Lot Supply Of Labor And Materials For Declogging, Siphoning, Hauling And 932,750.00 General Cleaning Of Flood Control System Reservoir At Naia T4 500 Cu.m Siphoning, Cleaning Including Disinfecting 300 Cu.m Hauling Of Solid Debris And Non-biodegradable Materials Materials To Be Used: 5 Pails Deodorizer/sanitizer, 20 Liters/pail For Disinfection And Treatment Of Sewage, Deodorization: For Control Of Microorganisms, Algae, Slime And Reduction Of Biochemical Oxygen Demand Physical Data: Physical State: Liquid; Appearance And Odor: Brown Color, Odor Of Pine Specific Gravity @25c: 1.00; Flammability: N/a; Flash Point: N/a Solubility In Water: Completely Soluble 5 Pails Grease Trap Cleaner, 20 Liters/pail Heavy Duty, Water-based Cleaner That Break Molecular Bonds Between Soil, Oil Build-up Dirts, Heavy Soiled Areas And Other Organic Matter Physical Data: Appearance/odor: Green Liquid/apple Scent; Ph: 13.8 Specific Gravity: 1.06; Detergency: Excellent; Foaming: Moderate Scope Of Work: 1. Declogging, Siphoning, Cleaning. 2. Hauling Of Sludge. 3. Application Of Deodorizer And Grease Cleaner. \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ Notes: 1. 12 Months Instance Of Siphoning, Declogging And Cleaning. 2. Monthly Inspection And Check-up Reservoir. 3. Emergency Declogging Whenever Deem Necessary. 4. Submission Of Pictures And Other Documentary Reports Pertaining To Scope Done Every Site Visit. 5. Prospective Bidder Shall Submit Msds. 6. Prospective Bidder Shall Submit Methodology Of Siphoning Works. 7. Prospective Bidder Shall Submit Documents For Tools And Equipment To Be Used For This Project. 8. All Items Not Included Above But Necessary For The Completion Of The Project Must Be Shouldered By The Contractor. Prepared And Canvassed By: John Patrick P. Lazaro Procurement Officer Procurement Division Manila International Airport Authority Tel. No.: 877-1109 Local 4300

Details: With the amendment of the Sewage Sludge Ordinance, the obligation to recover phosphorus from sewage sludge or sewage sludge ash was laid down by law from 2029. The MSE operates a mono sewage sludge incineration plant at the site of the Gut Großlappen sewage treatment plant. The aim of this market investigation process is to explore the possibilities of legally compliant sewage sludge ash disposal from 2029, preferably in the form of a service. In view of the required P-recovery, MSE, as a public client, is willing to exchange information with interested market participants about other forms of service provision. The MSE is primarily interested in an external service. Nevertheless, other forms of cooperation, such as a possible public-private partnership (PPP) for the construction and operation of a P-recovery plant, should also be considered as part of the market exploration. -- The ash should be handed over to a service provider for legally compliant disposal with implementation of the required P-recovery, who, in return for payment of a service fee, can carry out the full recycling of the ash -- A) Collection of the sewage sludge ash (approx. 10,000 T/a in 2029) At the site of the incinerator (clarification plant Gut Großlappen, Freisinger Landstr. 287, 80939 Munich) of the client and the transport for further processing, B) implementation of the phosphorus recovery in a plant of the service provider, C) utilization of the phosphorus products produced and D) utilization of the resulting residues in full Takes over. -- In order to create a viable planning basis for the construction and operation of a technical plant for P recovery by the service provider, a longer-term contractual commitment for the provision of the ashes is conceivable within the framework of a public procurement provision. -- Processes are desirable that remove heavy metals from the recycled product(s). A procedural specification for phosphorus recovery is not made.