Municipality Of Cabusao, Camarines Sur Tender

Description 1. The Local Government Of Cabusao, Through The Borrowings Intends To Apply The Sum Of Twenty Million Pesos Only (php 20,000,000.00) Being The Approved Budget For The Contract (abc) To Payments Under The Contract For Design And Build For The Rehabilitation Of Barcelonita Public Market (itb-2024-03). Bids Received In Excess Of The Abc Shall Be Automatically Rejected At Bid Opening. 2. The Local Government Of Cabusao Now Invites Bids For The Above Procurement Project. Completion Of The Works Is Required Within One Hundred Eighty (180) Calendar Days Upon The Issuance Of Notice To Proceed. Bidders Should Have Completed A Contract Similar To The Project. The Description Of An Eligible Bidder Is Contained In The Bidding Documents, Particularly, In Section Ii (instructions To Bidders). 3. Bidding Will Be Conducted Through Open Competitive Bidding Procedures Using Non-discretionary “pass/fail” Criterion As Specified In The 2016 Revised Implementing Rules And Regulations (irr) Of Republic Act (ra) No. 9184. 4. Interested Bidders May Obtain Further Information From Bac Secretariat And Inspect The Bidding Documents At The Bac Office, Municipal Building, New Poblacion, Cabusao, Camarines Sur From 8:00 Am To 5:00 Pm, Mondays To Fridays Starting February 5, 2024. 5. A Complete Set Of Bidding Documents May Be Acquired By Interested Bidders On February 5, 2024 From Given Address And Upon Payment Of The Applicable Fee For The Bidding Documents, Pursuant To The Latest Guidelines Issued By The Gppb, In The Amount Of Pesos: Twenty-five Thousand Pesos Only (php 25,000.00). The Procuring Entity Shall Allow The Bidder To Present Its Proof Of Payment For The Fees Shall Be Presented Personally. 6. The Local Government Unit Of Cabusao Will Hold A Pre-bid Conference On February 12, 2024, 1:00pm At The Bac Office, Municipal Building, Cabusao Camarines Sur, Which Shall Be Open To Prospective Bidders. 7. Bids Must Be Duly Received By The Bac Secretariat At The Bac Office, Municipal Building, New Poblacion, Cabusao, Camarines Sur On Or Before February 26, 2024, 12:00nn. Late Bids Shall Not Be Accepted. 8. All Bids Must Be Accompanied By A Bid Security In Any Of The Acceptable Forms And In The Amount Stated In Itb Clause 16. 9. Bid Opening Shall Be On February 26, 2024, 1:00pm At The Bac Office, Municipal Building, New Poblacion, Cabusao, Camarines Sur. Bids Will Be Opened In The Presence Of The Bidders’ Representatives Who Choose To Attend The Activity. 10. The Local Government Of Cabusao Reserves The Right To Reject Any And All Bids, Declare A Failure Of Bidding, Or Not Award The Contract At Any Time Prior To Contract Award In Accordance With Sections 35.6 And 41 Of The 2016 Revised Implementing Rules And Regulations (irr) Of Ra No. 9184, Without Thereby Incurring Any Liability To The Affected Bidder Or Bidders. 11. For Further Information, Please Refer To: Mrs. Rose Ann R. Bon Bac Secretariat Bids And Awards Committee Bac Office, Municipal Building New Poblacion, Cabusao, Camarines Sur Terms Of Reference Design And Build Of The Proposed Rehabilitation Of Barcelonita Public Market I. Background Barcelonita Is A Barangay In The Municipality Of Cabusao, In The Province Of Camarines Sur. Its Population As Determined By The 2020 Census Was 2,484. This Represented 12.90% Of The Total Population Of Cabusao. The Main Livelihood Of Barcelonita Is In The Fishing Industry. The Possibility Of Raising Incomes And Standards Of Living Among Small-scale Fishermen Is To Offer The Community A Socio-economic, Socio- Cultural A Socio-ecological Infrastructure. This Will Make Barangay Barcelonita A Safe Place To Live, Work And Do Business In A Hospitable, Progressive, Peaceful And Disaster Prepared Environment. However, The Current State Of Public Market Has Its Ill-maintained Facilities And Poor Sanitation That Is Threatening The Safety And Health Of The People Who Avail Of The Facilities. The Proposed Rehabilitation Of Barcelonita Public Market Is A Local Government’s Project That Aims To Revitalized The Existing Use Of The Market. Hence, The Existing Public Market Needs To Be Rehabilitated In Order To Improve The Condition And Quality Of Service That The Facility Provides And To Engage Not Only The People Of Barcelonita But Also The People Of Neighboring Barangays To Do Business And Other Commercial Transactions In The Barcelonita Public Market. The Local Government Of Cabusao Believe That This Project Will Add Valuable Contribution To The Quality Of Life, Health And Economy Of Its People. Ii. Project Components A. A Project Calls For The Design And Build Of The Proposed Rehabilitation Of Barcelonita Public Market. The Main Spaces Are Shown Below: A. Proposed Rehabilitation Of Existing Public Market - Expanded Area For Additional Market Units Rehabilitation Of The Existing Public Market With A Total Area Of The Existing And Expanded Structure With Approximate Area Of 505.5 Sq.m. The Market Will Consist Of Area For The Dry And Wet Market. A Total Of 12 Stalls For The Dry Market And 8 Stalls For The Wet Market Whish Will Serve As Vending Stalls For The Meat, Poultry Products, Fish And Other Marine Products. - Restrooms/comfort Rooms Restrooms /comfort Rooms With Water Line Facility For Male, Female And Persons With Disability - Market Superintendent Office Existing Market With Office Located At The Roof Deck With Approximate Area Of 268 Sq. M. B. Proposed Road - Widened Road (7 Meter) Development With Sidewalk And Drainage With An Approximate L Ength Of 66.4m C. People’s Park And Parking Area - Open Space Development (10x40m) With Riprap (52m) Abutment To Protect The Mangrove. A 100sq.m. Open Vehicle Parking Is As Well Provided To Complete Basic Amenities For The Said Project And The Rest For Parks B. Site And Space Planning Were Governed By The Standards, Rules And Regulations On The Design Of A Public Market. Building Design Shall Conform With The Provision Of The National Building Code Of The Philippines (pd 1096), Accessibility Law (bp 344), National Structural Code Of The Philippines. Electrical Engineering Law (ra 7920), Plumbing Code (ra 1378, 1993-1994 Revisions), Fire Code (ra 9514) And Other Laws And Regulations Covering Environmental Concerns And Local Ordinance And Regulations. C. Refer To Public Market Standard And Multipurpose Building Projects Of Dpwh Iii. Design Work A. Pre-detailed Design 1. Engineering Surveys A. Geodetic Survey Of Entire Market Lot Including All Structures, Utility Systems, Trees And Other Prominent Site Features Including Placement Of Marker. B. Detailed Design 1. Detailed Design Based On The Approved Plans And Design Parameters Of Public Market Standards: A. Detailed Architectural Plans B. Detailed Structural Plans And Structural Design Analysis C. Detailed Electrical Plans And Electrical Design Analysis D. Detailed Sanitary And Plumbing Plans And Design Analysis7a E. Technical Specifications Describing Type And Quality Of Materials And Equipment To Be Used, Manner Of Construction And General Conditions Under Which The Project Is To Be Constructed. F. Detailed Bill Of Qualities, And Cost Estimates G. Summary Of Works C. Construction Work As A Rule, Contract Implementation Guidelines For Procurement Of Infrastructure Projects Shall Comply With Annex “e” And Guidelines For The Implementation Of Contracts For Design And Build Infrastructure Projects Shall Comply With Annex “g” Of Irr, Ra 9184. The Following Provisions Shall Supplement These Procedures: 1. The Contractor Shall Commence Work Upon Issuance Of Building Permit For The Project By The Building Official. The Work Execution Shall Be In Accordance With Reviewed And Approved Documents. 2. The Contractor Shall Be Responsible For Obtaining All Necessary Information As To Risk, Contingencies And Other Circumstances Which May Affect By The Works And Shall Prepare And Submit All Necessary Documents Specified By The Building Official To Meet All Regulatory Approvals As Specified In The Contract Documents. 3. The Contractor Shall Submit A Detailed Program Of Works Within Fourteen (14) Calendar Days After The Issuance Of The Notice To Proceed For Approval By The Precuring Entity That Shall Include, But Will Not Be Limited To: A. The Order In Which It Intends To Carry Out The Work Including Anticipated Timing For Each Stage Of Detailed Planning And Construction; B. Periods For Review Of Specific Outputs In Any Other Submissions And Approvals; C. Sequence Of Timing For Inspection And Test; D. General Descriptions Of The Design And Construction Methods To Be Adopted; E. Number Of Names Of Personnel To Be Assigned For Each Stage Of The Work; F. List Of Equipment Required On Site For Each Stage Of The Work; And G. Description Of The Quality Control System To Be Utilized For The Project. 4. Any Errors, Omissions, Inconsistencies, Inadequacies Or Failure Submitted By The Contractor That Do Not Comply With The Requirements Shall Be Rectified, Resubmitted And Reviewed The Constructor’s Cost. If The Contractor Wishes To Modify And Design Of Document Which Has Been Previously Submitted, Reviewed And Approved, The Contractor Shall Notify The Municipal Engineer Within A Reasonable Period Of Time. 5. As A Rule, Changes In Design And Construction Requirements Shall Be Limited Only To Those That Have Not Been Anticipated In The Contact Documents Prior To Contract Signing And Approval. The Following Guidelines Shall Govern Approval For Change Or Variation Orders: A. Change Orders Resulting From Design Errors, Omissions Or Non-conformance With The Performance Specifications And Parameters And The Contract Documents By The Contractor Shall Be Implemented By The Contractor At No Additional Cost To The Contract Amount. B. Provide That The Contractor Suffers Delay And/or Incurs Cost Due To Changes Of Errors In The Specifications And Parameters, The Contractor Shall Be Entitled To Either One Of The Following: 1. An Extension Of Time For Any Such Delays Under Section 10 Of Annex “e” Of Irr (ra 9184); Or 2. Payment For Such Costs As Specified In The Contract Documents, Provided, That The Cumulative Amount Of The Variation Order Does Not Exceed Ten Percent (10%) Of The Original Cost. C. The Contract Documents Shall Include The Manner And Schedule Of Payments Specifying The Estimated Contract Amount And Installments In Which The Contract Will Be Paid. D. The Contractor Shall Be Entitled To Advance Payment Subject To The Provisions Of Section 4 Of Annex “e”, Irr (ra 9184) E. The Municipal Shall Define The Quality Control Procedures Of The Construction In Accordance With The Guidelines And Shall Issue The Proper Certificates Of Acceptance For Sections Of The Works Or Whole Of The Works As Provided In The Contract Documents. F. The Contractor Shall Provide All Necessary Equipment, Personnel, Instruments, Documents And Others To Carry Out Specified Tests. G. This Design And Build Project Shall Have A Minimum Defects Liability Period Pf One (1) Year After Contract Completion Or As Provided In The Contract Documents. This Is Without Prejudice To The Liabilities Imposed Upon The Engineer/architect Who Drew Up The Plans And Specifications For The Building As Sanctioned Under Section 1723 Of The New Civil Code Of The Philippines. H. The Contractor Shall Be Held Liable For Design And Structural Defects And/or Failure Of The Completed Project Within The Warranty Period Of 15 Years For Permanent Structures/buildings As Specified In Section 62.2.3.2 Of The Irr (ra 9184) Iv. Implementation Arrangement A. Reporting Protocol A. Pre-detailed Design Reports, And Detailed Plans (whether Preliminary Or Final), Will Be Submitted To The Municipal Mayor For Review And Approval, Copy Furnished The Municipal Engineering Office. Submittals With In Two (2) Sets. B. Technical Queries Will Be Submitted To The Municipal Engineering Office B. Contact Person A. Engr. Fausto F. Abarientos Municipal Engineer Lgu, Cabusao B. Mr. Jose P. Oliver Municipal Administrator Lgu, Cabusao V. Eligibility Requirements A. Basic 1. The Eligibility Requirements For Design And Build Scheme Shall Comply Letter The Applicable Provisions Of Sections 23-24 Of Irr Of Ra 9184. 2. A Modified Set Of Requirements Integrating Eligibility Documents And Criteria For Infrastructure Projects And Consulting Services Shall Be Adopted In Accordance With Annex G – Guidelines For The Procurement And Implementation Of Contracts For Design And Build Infrastructure Projects Annex “g” Of Irr Of Ra 9184. 3. The Design Build Contractor Must Have Completed A Similar Project In The Amount Of At Least Eighty Percent (80%) Of The Abc. B. Specialized 1. For The Pre-detailed Design And Detailed Design Portion Of The Contract, The Bidder Should Enter Into Partnership Or Joint Venture Supported By Memorandum Of Agreement (moa) With An Architectural Firm/architectural Ang Engineering Firm Which Will Assign Professionals For The Project As Shown Below: 1.1 Project Coordinator (1) I. Licensed Architect Or Engineer Ii. At Least 15 Years’ Experience In Overall Building Project Coordination Iii. Superb Oral And Written Communication Skills, Organization Skills And Excellent Administrative Abilities. 1.2 Architect (1) I. Licensed Architect Ii. At Least 10 Years Of Experience In Healthcare Projects Iii. Proficient In Autocad Software 1.3 Structural/civil Engineer (1) I. Licensed Structural/civil Engineer Ii. At Least 15 Years Of Experience In Structural Design Medium-rise Structures Iii. Proficient In Autocad Software 1.4 Professional Electrical Engineer (1) I. Licensed Professional Electrical Engineer Ii. At Least 10 Years Of Experience Related Projects Iii. Proficient In Autocad Software 1.5 Professional Mechanical Engineer (1) I. Licensed Professional Mechanical Engineer Ii. At Least 5 Years Of Experience In Related Projects Iii. Proficient In Autocad Software 1.6 Sanitary Engineer (1) I. Licensed Sanitary Engineer Ii. At Least 10 Years Of Experience In Related Projects Iii. Proficient In Autocad Software 1.7 Others As Required For The Project 2. For The Construction Portion Of The Contract, The Bidder Must Assign To The Project Professionals As Shown Below: 2.1 Project Manager (1) I. Licensed Engineer Or Architect Ii. At Least 10 Years Of Experience In Construction Management Iii. Good Oral And Written Communications Skills 2.2 Project Architect (1) I Licensed Architect Ii At Least 5 Years Of Experience In Construction Management 2.3 Materials Engineer (1) I Licensed Engineer Ii Dpwh Accredited 2.4 Construction Safety Officer (1) I Licensed Engineer Ii Dole Accredited/trained 2.5 Quality Control Officer Licensed Architect/ Engineer 2.6 Electrical Engineer Licensed Electrical Engineer 2.7 Sanitary Engineer Licensed Sanitary Engineer 2.8 Mechanical Engineer Licensed Mechanical Engineer Vi. Approved Budget Cost The Total Approved Budget Cost For The Project Is Twenty Million Pesos (php 20,000,000,000) Vii. Time Frame (design Build) A. Design Phase Provide The Design Concept And Complete Contract Document Within 180 Calendar Days: B. Build (construction Phase) The Contractor Is Required To Complete The Project Is Within The Time Period Of Six (6) Months, To Start Upon The Contractor's Receipt And Signing Of Notice To Proceed. Viii. Scope Of Works A. Work Item And Description 1. Pre-detailed Design A. Geodetic Survey Of Lot And Structures 2. Detailed Design Works A. Detailed Architecture And Engineering Design (refer To Check List Of Drawing) B. Technical Specifications C. Bill Of Quantities And Detailed Cost Estimates D. Engineering Computations E. Detailed Summary Of Works 3. Construction Works (inclusive Of Building Permits, Licenses, Permits, Etc.) A. General Scope: Rehabilitation And Construction With Complete Architectural And Engineering Works Breakdown Of Which Is But Not Limited To The Following. A.1 Demolition/ Removal/clearing Works Existing Structures A.1.1 Demolish Structure At Back Of The Existing Structure A.1.2 Dismantle The Roof And Its Wood Trusses A.1.3 Demolish The Temporary Store Structures Where Open Parks Is To Be Placed, A.2 Structural And Civil Works Including Proposed Road Widening (concrete With Curb And Gutter, Including Drainage), Walkways And Riprap Alongside Of The Mini People’s Park A.2.1 Foundation, Beams, Columns/post, Shear Wall, Floor And Roof Framing A.2.2 Interior And Exterior Walls A.2.3 Floor Framing A.2.4 Roof Framing A.2.5 Road, Walkways, Riprap Portion Alongside Of The Park And The Mangrove Area A.2.6 Protection Of Existing Structures, Utility System During Construction A.3 Complete Architectural Works Of The Existing Structure A.3.1 Architectural Rehabilitation Works Of The Existing Structure A.3.2 Wall, Ceiling & Floor Finishing Works As Specified A.3.3 Doors And Windows And Fenestration A.3.4 Painting Works A.3.5 Special Features And Furnishings A.4 Complete Sanitary/plumbing Works A.4.1 Fixtures, Fittings, And Accessories A.4.2. Sewer Line And Vent System A.4.3 Wastewater Line And Vent System A.4.4 Waterline System A.4.5 Storm Drainage System A.4.6 Sewer Treatment Plant A.4.7 All Plumbing/sanitary Systems Are New Installation A.5 Complete Electrical Works A.5.1 Power System Including Fixtures, Fittings, Devices And Wires. A.5.2 Lightning System Including Fixtures, Fittings, Devices And Wires A.5.3 Panel Board And Circuit Breakers A.5.4 All Electrical Systems System Shall Be Of New Installation Subject: Architectural Design Parameters I. Codes And Standards The Architectural Works Shall Be In Accordance With The Following Laws, Codes And Standards. • Laws And Codes 1. National Building Code Of The Philippines And Its Latest And Amended Irr 2. Ra 9266 Or Architecture Law And Its Latest And Amended Irr 3. Bp 344 Or Accessibility Law And Its Latest And Amended Irr 4. Ra 9514 New Fire Code Of The Philippines 5. Existing Local Codes And Ordinances 6. And Other Laws That Applies To The Projects • Standards 1. Bureau Of Products Standards (bps) Ii. General Drawing Guidelines 1. General • All Drawings Shall Be Computer-drafted. Drawings Shall Be Submitted Both In Printed And Electronic Copies • Keep The Same Orientation For All Plans. The North Orientation Shall Be Indicated In All Architectural Floor Plans. The Orientation Of The Architectural Plans Shall Be Consistent With All The Engineering Plans. • Existing Buildings A New Works Shall Be Clearly Indicated And Labeled In The Site Plans. • Detailed Plans Shall Have A Scale Not Smaller Than 1:50 Meters • Spot Detailed Plans, Elevations, And Sections Shall Have A Scale Not Smaller Than 1:10 Meters • Avoid Notes Such As “see Architectural Detail” Or “see Structural”. Always Refer With Callout To The Specific Detail Drawing And Sheet Number. 2. Perspective • In The Most Appreciable Scale, Show The Entire Structure's Facade Or Prominent Feature/s; Include Appropriate Elements To Scale The Structure's Volume (e.g. Human Figures, Vehicles, Trees, And Vegetation, Adjacent Structure/s) 3. Site Development Plan • The Site Development Plan Shall Have A Scale Not Smaller Than 1:400 Meters And Shall Show The Structures In Relation To Each Other And Its Natural Or Built Surrounding. • Site Development Plan Shall Include The Following: A. Contour And Survey Of The Lot, Including Bearing And Distance Of The Property Line B. Road Network And Curbs And Sidewalks C. Parking Spaces D. Reference Location Of Existing Trees E. Reference Location And Footprint Of Existing Buildings, With The Corresponding Building Names And Dimensions, Including Distances Between Adjacent Buildings, And Distances Between Buildings And The Nearest Property Line F. Reference Location Of Utilities, E.g. Water Reservoirs, Septic Tank, Powerhouse, Transformers, Waste Storage Area, Security Outposts And Waiting Sheds G. Site Furniture And Other Site Features. • Identify Building/structure Name And Its Corresponding Dimensions • Reflect Modules And Total Dimension Of Structures • Indicate Dimensions Of All Other Site Elements. 4. Vicinity Map/location Plan • Locate The Project Site In A Vicinity Map (at Least 2-kilometer Radius) Showing Districts/political Subdivision, Major Thoroughfares • Locate The Project Site In A Location Map (at Most 2-kilometer Radius) Showing Major And Minor Road Networks, Establishment, Markers Etc. 5. Floor Plan • All Floor Plans Shall Use A Minimum Scale Of 1:100m. The Same Scale Shall Be Used For The Rest Of The Architectural, Structural, Sanitary, Plumbing Electrical And Except For Each Trade's Site Plan, Detailed Plans And Spot Details. • For Renovation/modification Works Involving The Existing Structure, Indicate Architectural And Structural Elements To Be Retained, Demolished/removed. Blocked Off, Constructed Or Relocated. • Unless Areas Are Indicated For Blow-up Details, Indicate Dimensions For All Floor Plan Elements • Include Fixture Layout In The Plan • Indicate With Boxed Room Callout Numbers, Including The Callout For Floor Finishes And Wall Finishes. • Elevation Callouts Shall Be Indicated On The Floor Plans And Shall Be Consistent With The Elevation Drawing • Section Line Callouts Shall Be Consistent With The Blowup/spot Detail Drawing • Other Callouts May E Used For Toilets, Stairs,cabinets, Etc. • Floor Elevations Shall Be Indicated In The Floor Plans, This Shall Be In Reference To The Natural Grade Line Or That Established Finished Floor Lines Of The Adjoining Existing Buildings • Door Callouts Shall Be Circles With The Proper Numbering, E.g. D-01 • Window Callouts Shall Be Hexagons With The Proper Numbering, E.g.w-01 6. Elevations • Provide At Least Four Elevations With Interior Openings Provide Elevations For All Exterior Walls. • Indicate Measurements For Finish Floor Levels And Notable Building Heights (e.g. Roof/s, Parapet/s, Canopies And Other Projections) Where Applicable. • Indicate Measurements For The Other Surface Features/elements • Finish Floor Lines And Top Of Truss/ Roofdeck Lines Shall Be Consistent To All The Elevations, Sections And Structural Plans And Details. • The Height From Finish Ground Line T Finish Ground Line To Finish Ground Floor Line Shall Be Higher Than The Recorded Floodlevel Of The Area For The Past Five (5) Years • Indicate All Wall Finishes, Detail Callouts For Spot Details 7. Sections • Provide At Least Two Sections. However, If Structure Is Clustered (polygonal Or With Interior Openings), Provide Additional Sections To Show Notable Features. • Indicate Measurements For Finish Floor Levels, Ceilings Heights, Wall Heights And Other Notable Dimensions • Indicate Interior Wall Finishes, Detail Callouts. 8. Roof Plan • Indicate Roof Finish/es, Slope And Slope Direction • Indicate Gutter Finish, If Applicable • Indicate Exterior Building Wall Line (hidden Line) • Indicate Downspouts, If Applicable • Provide Details For Gutters, Downspouts. 10. Stairs, Fire Scape Exit, Ramps • Present Blow-up Plan Including Detail Section/elevation And Spot Details For All Stairs, Fire Exists, Ramps On A Scale Of Not Smaller Than 1:50m. Indicate Dimensions And Finishes. 11. Toilets & Washing Area/room • Present Blow-up Plan Including Detail Section/elevation And Spot Details For All Stairs, Fire Exists, Ramps On A Scale Of Not Smaller Than 1:50m. Indicate Dimensions, Elevations Clearances, Center Lines, Slopes, Fixture Type, Finishes And Accessories. • Provide Fixture Detail And Accessories Including Mounting Heights From Finish Floor Levels. 12. Bay Section • Provide Bay Section/s Of Scale Not Smaller Than 1:50m For Exterior Walls Showing In Detail, Systems, Connections For The Entire Vertical Length From Basement/ Ground To Topmost Elements (roof, Parapet, Deck) 13. Market Superintendent Office • Provide Blow-up Plans, Elevation/section And Details On A Scale Of Not Smaller Than 1:50m All Rooms With Special Design And Construction Considerations 14. Doors And Windows • Provide Door And Window Schedules Indicating The Type Of Door Or Window, The Number Of Sets, The Location/s Of The Door Or Window, The Materials And Accessories And Other Special Specifications, Eg. Color Or Finish, Operation System And The Detailed Elevation And Plan (where Necessary). 15. Schedule Of Materials For Architectural Finishing Features Iii. Building Architectural Works 1. Walls • Exterior Walls Shale Be At Least 150mm Thick, While Interior Walls Shall At Least Be 100mm Thick. All Walls Shall Have A 1.5hr Fire Rating. False And Decorative Walls Maybe Of Lesser Fire Rating • Exterior Walls Shall Be Resistive To Dirt Accumulation And Color Fading Due To The Elements. It Should Likewise Be Cleanable And Can Easily Be Maintained. • Where Applicable, Walls Shall Be Protected Against Abuse Using Bump Guards And Rails, Corner Guards, Baseboards, Wainscot Especially In Heavy Traffic And Public Areas. • Walls For Auditorium Shall Be Melded Fabric, Fire-resistive And Mounted On Fire-resistive Framing. 2. Floors • Floor Finishes Shall Be Of Type Appropriate To The Location Where It Is Applied. Floor Material Shall Be Of Premium Grade And Quality Performance • For Natural And Ceramics Stones Finishes, Provide Control Joints For Earth Movement • For Other Flooring Material To Be Used, Owner’s Approval Is Required 3. Ceiling Works • Existing Ceiling Is Of Low-height And Be Painted Only • Ceiling At Eaves Or At Other Open/exposed Areas Shall Be Designed With Load Considerations • Provide Manholes For Maintenance Work, Where Applicable. • Soffit Of Exterior Beams And Slabs Shall Have Drips To Prevent Damage Due To Water Seepage Into The Eaves Or Ceiling 4. Doors And Windows • Doors, Windows, Locksets, Hardware And All Accessories Shall Be Of Type Appropriate To The Location Where It Is Applied And Shall Be Of Premium Grade And Quality Performance. • All Door Hardware And Accessories Shall Be Of 304 Stainless Steel The Least; Lockset Be Grade 2 Certified • Toilets And Other Wet Areas Shall Pvc Doors With Louvers • Door Finish And Color Shall Be Approved First Before Application • Window Sills Shall Be Slightly Sloped Outwards To Prevent Damage To Windows And Paint Due To Water Seepage. • Door Jambs With No Molding /casing Installed On Concrete Walls Shall Have Construction Grooves All Around. 5. Public Corridors • Corridors Shall Have A Minimum Unobstructed Width Of 2000mm. This Shall Be Measured Clear From The Surface Of The Finished Wall Not On-center Of The Rough Chb Wall 6. Roofing Works • The Section Of The Roof Gutters Shall Be Designed, Incase Of The Clogged Downspout, So That The Overflow Of Water Will Be Directed Outside Of The Building And Not Towards The Eaves Or Interior Ceiling To Prevent Damages. • Parapets, Designed As 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 7. Painting Works • Painted Ceiling Shall Be At Least Latex Finish • Painted Interior Wall Shall Be At Least In Semi-gloss Latex • Painted Exterior Wall Shall Be At Least In Moisture-resistant/water-repellent Solvent-based Paint Finish, Texture Or Smooth, Unless Otherwise Specified • Paint Color And Shade Shall Be Approved First Before Application Subject: Design Parameters Structural/civil Works (subject To Consultants Improvement And Modification Based On The Approach And Methodology Narrated Under This Technical Proposal) I. Codes And Standards The Civil/structural Design Shall Be In Accordance With The Following Codes And Standards • Codes 1. National Structural Code Of The Philippines (nscp) 2001 2. National Building Code Of The Philippines And Its Revised Irr 3. Accessibility Law (ramps And Handrails) 4. Local Codes And Ordinances • Standards 1. Philippine National Standards (pns) 2. Dpwh Blue Book 3. American Concrete Institute (aci) 4. American Society For Testing Materials (astm) 5. American Welding Society (aws) Ii. Site Works Based On Site Development Plan, Provide Complete Design And Details Of Road (concrete With Curb And Gutter, Including Drainage) Network. 1. The Proposed Widened Road Shall Be Capable Of Two Way Traffic (at Least 6mts. Width) With A Minimum Thickness Of 150mm (8inches). Concrete Strength Should Be At Least 3000psi. Interior Road Shall Be So Designed To Accommodate Delivery Vehicles, And Fires Trucks In Case Of Emergency. 2. Walkway Should Be At Least 100mm Thk With Concrete Strengths Of 2500psi. Ramps Should Be Provided, Instead Of Steps, For Any Change In Elevations. 3. Parking Area Slabs Should Be At Least 150mm Thk With Concrete Strength 3000psi 4. Riprap Design Must Be Dpwh Compliant Iii. Buildings 1. Buildings Should Be Designed In Accordance With Nscp Requirements Up To Magnitude 7 For Those Near Seismic Source Type A. Seismic Gaps Between Buildings (old And New) Should Be Properly Observed 2. The Building Should Be Designed Also Using Wind Importance Factor Of 1.15 (especially For Design Of Trusses/roofing System). Concrete Gutters And Parapets Walls Should Be Provided As Additional Protection To The Roofing System During Strong Typhoons. 3. The Structural Designer Should Verify With The Philippine Volcanology And Seismology (phivocs) The Distance Of The Proposed Project To Nearest Active Fault Lines With The Denr For Geo-hazard Mapping 4. Soil Investigation (at Least Two Bore Holes) Should Be Conducted To Determine Soil Bearing Capacity And Recommended Foundation Design (applicable Even For One-storey Structures) 5. The Structural Designer Is Encouraged To Use Fire-resistive And Non-toxic Materials. Iv. Details – The Following Shall Be Provided: (ensure Resilience Of Roofing System To A Strong Wind Velocity Of 250-300km/hr) 1. Connections Details Of Beams And Columns Following The Requirements Of Nscp On Confined Areas 2. Connection Or Trusses To Beams And Columns 3. Splicing Details Of Reinforcing Bars On Columns And Beams And The Required Bar Cut-off Points V. Summary Of Materials 1. Concrete Shall Be Portland Cement And Conforming To Astm Specification C150, Type I To Type Ii 2. Course Aggregates Shall Consist Of Washed Gravel, Crushed Stone Or Rock Or A Combination Thereof Conforming To Astm C33 3. Concrete Hollow Blocks Shall Be A Standard Product Of Recognized Manufacturer Conforming To Pns 16 With At Least 350psi Strength. 4. Reinforcing Bars Shall Conform With Pns Grade 60 For 16mm Dia. And Above And Pns Grade 40 For 12mm Diameter And Below 5. Structural Steel Shall Conform With Astm A36/a6m 6. Bolts And Studs Shall Conform With Astm A 325 7. Welding Electrodes Shall Be E60 Or E70 And Conform With Aws Vi. Drawing Requirements Subject: Sanitary/plumbing Design Parameters I. Codes And Standards The Sanitary/plumbing Design Shall Be In Accordance With The Following Codes And Standards • Codes 1. National Building Code Of The Philippines And Its New Irr 2. Fire Code Of The Philippines 3. National Plumbing Code Of The Philippines (npcp) 4. Sanitation Code Of The Philippines 5. Existing Local Codes And Ordinances. • Standards 1. Bureau Of Product Standards (bps) 2. Philippine National Standards For Drinking-water 3. National Water Resources Board (nwrb) 4. National Plumbers Association Of The Philippines (nampap) 5. Philippine Society Of Sanitary Engineers, Inc. (psse) Ii. Site Works • Based On The Master Site Development Of The Hospital, The Site Works Shall Provide Complete Layout Of The Following: 1. Storm Drainage Network, Indicating Drainage Manholes And Pipe Culvert; 2 . Sewerage Pipe Network, Indicating Sewage Manholes, Sewage Pipes And The Location Of The Proposed Sewage Treatment Plan; And 3. Water Supply Network, Indicating The Location Of The Water Service Entrance, Proposed Pump House And Main Water Lines. • The Storm Drainage Network Shall Accommodate The Magnitude Of Peak Rates Of Surface Run-off Including Drainage Coming From The Buildings. The System Shall Be Capable Of Handling The Design Flows Routing To The Designated Outfall; For Rainfall Calculation And Sizing If Drainage Pipes, Refer To Chapter Ii, National Plumbing Code Of The Philippines And Current Rainfall Record From Pagasa • The Sewerage Pipe Network Design Shall Accommodate All Sewage Coming From All The Facilities, Conveyed By Gravitational Flow Leading To The Proposed Sewage Treatment Plant; Per Capita Wastewater Demand: 150-250 Gal/capita/day Per Bed • The Water Supply Network Shall Include The Provision Of Fire Hydrants, Accessible Faucet That Will Serve As Testing Point For Safe And Potable Water Supply; Per Capita Water Demand: 190-315 Gal/capita/day Per Bed Iii. Building Facilities Sanitary/plumbing System 1. Sewerline And Vent System • Provide Complete Sewer Line And Vent System From All (domestic) Plumbing Fixtures And Floor Drains, Laid By Gravity Flow Of Pumping From Lift Or Transfer Station Leading To The Sewage Treatment Plant (stp); • For Drainage Fixture Units; Refer To Chapter 7, Table 7-2 Npcp 2. Wastewater Line And Vent System • For All Wash Areas Dealing And Generating With Oil/grease At The Dietary, Provide Separate Waterline And Vent System And Solely Trap To Proposed Grease Trap And The Connect Its Effluent To The Sewage Treatment Plant 3. Waterline System • Provide Complete Water Supply Pipes To All Plumbing Fixtures. From The Main Water Source To Cistern, The Water Shall Be Pumped To The Elevated Water Tank (ewt) And Conveyed To The Fixtures By Gravity System And Or Distributed To Fixtures By Transfer Pumped With Constant Pressure Through A Pneumatic Storage Tank To Plumbing Fixture, Whichever Is Feasible. 4. Storm Drainage System • Complete Storm Drainage System Shall Be Provided For All Roofs, Canopies, Concrete Ledges And Balconies Including Condensate Drains Laid For Gravity Flow Connected To A Leader/pipe Line Leading To The Natural Ground Level Storm Drainage Network. 5. Sewage Treatment Plant • Provide Complete Detailed Design Of Sewage Treatment (septic Tank/vault) In Three Chambers Iv. Summary Of Materials • Sewer And Vent Pipes; Unplasticized Polyvinyl Chloride (upvc) Extra Series 1000 (conforming To Iso 4435 Astm D2729 Including Trims And Fittings) • Storm Drainage Pipes; Downspout, Unplasticized Polyvinyl