Don Emilio Del Valle Memorial Hospital Tender

Description Project Title : Completion Of Doña Felomina Building Location : Devmh Compound, Bood, Ubay, Bohol Estimated Project Cost : Php 57,000,000.00 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 Building Permit, Structural Design Review Including Sign And Seal Of Structural Plans, Electrical Review, Analysis, Computations And Signature Of Pee On Electrical Plans, And Occupancy Permit. 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) 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 Each Trade; And This Set Will Act As A Record Set At Completion Of The Work And Is Intended To Be Of Assistance To The Trade Contractor In Preparing Record Documents. 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. Ii. Structural & Concrete Works (refer Applicable Sections On Chapter 4 Of The Nscp, For Quality Of Materials, Workmanship, Execution, Acceptance, Etc.) Ii.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: B.2.1 Construction Of Elevator Shaft, Slabs, Stiffener Columns & Beams, Stairs Etc. B.2.2. Formworks & Scaffolding Ii.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 Ii.3. Concrete • Elevator Shaft, Suspended Slabs Structural Concrete – Concrete Pouring Using Concrete Strength 4,000 Psi Ready Mix Or Job Mixed Concrete Together With The Concrete Cylinder Sample For Testing Materials. • Concreting Of Stair & I-beam Gaps, Roof Beam And Concrete Countertop Sink - Concrete Pouring Using Concrete Strength 3,500 Psi Ready Mix Or Job Mixed Concrete Together With The Concrete Cylinder Sample For Testing Materials. • Stiffener Columns And Lintel Beams - Concrete Pouring Using Concrete Strength 2,500 Psi 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. Ii.4. Steel Reinforcements • Steel Reinforcements Shall Be Astm A615, Deformed Steel Bars, Grade 60. • 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. Ii.5. 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. Ii.6. Structural Steel And Metal Works (refer Chapter 5 Of The Nscp) • 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, Grey Colored Paint, 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. • Roof Framing Roof Framings/rafters Shall Be Constructed, Erected, And Properly Anchored To The Roof Beams Or Columns As Indicated In Drawings. Ii.7. Steel Ramp Modification • Work Includes But Is Not Limited To: - Areas As Specified On Supplied Drawings - Removal And Reinstallation Of Steel Decking - Removal, Modification, And Re-installation Of Steel Ramp To New Location (w/ Chemical Bolt) - Scaffoldings Ii.8. Gravitational Hazards • Fall Prevention Is Required In Situations With Possibility Of A Fall Or 2 Meters Or Higher. Adequate Provisions Such As Barricades, Nets, Cover, Rails, Etc. Shall Protect The Workers On The Roof, On Scaffolds And Or Elevated Platforms. • All Work Platforms, Suspended Or Otherwise, Shall Conform To Statutory Regulations. • All Working Platforms Shall Be Closely Boarded, Planked Or Constructed In Metal Decking. • Strip Formworks And The Like (timber, Plank, Plywood, Etc.) Shall Not Be Used As A Stage For Working Platform. • Defective Scaffolds Shall Not Be Used. • Bamboos Or Bamboo Poles Are Not Allowed Or Permitted To Be Used On Site. • All Deep Excavations Shall Be Provided With Adequate Safety Railings And No Materials Or Equipment Shall Be Stored As Close To The Excavation Edge. • Buildings Under Construction Where The Height Is Above 15 Meters Shall Be Provided With Peripheral Overhead Protection. Except For The Designated Entrance/exit Point, Other Areas At Ground Level Shall Be Guarded From Inadvertent Entry. At Building Entry/exit Points, Adequate Overhead Protection Shelters Shall Be Provided To Ensure A Safe Means Of Access And Egress To The Workers Workplace. C. Architectural Works Furnish Materials And Labor And All Incidentals Necessary For The Completion Of All Architectural Works Shown On Drawings And As Herein Specified. I. Moisture Protection – Cold Fluid Applied Waterproofing • Work Includes But Is Not Limited To: C.1.1. Waterproofing Of All Toilet Floors C.1.2. Waterproofing Of Roof Deck • Project Conditions: C.1.3. Proceed With Waterproofing Operations Only After Substrate Construction And Penetrating Work Have Been Completed. C.1.4. Proceed With Waterproofing Operations Only When Existing And Forecast Weather Conditions Will Permit Work To Be Performed In Accordance With Manufacturer’s Recommendations. • Product: C.1.5. Single-component, Bitumen-modified, Polyurethane Based Liquid Membrane Material, Self-bonding To Substrates And Compounded Specifically For Application And Slope Of Substrate Indicated, Minimum 60 Dry Mils (1.50mm Thick). Provide Membrane Tested By The Manufacturer To Comply With The Requirements Of Astm C 836. C.1.6. Product Should Specifically Show By Laboratory Test Result That It Complies With Astm C 8365 Requirement For Extensibility After Heat Aging Test, Minimum 6.4mm No Cracking Test For Extensibility After Heat Aging Is Astm C1522. • Miscellaneous Materials: In Addition To Primary Waterproofing Materials, Provide The Following, As Required By The Manufacturer. C.1.7. Primer/filler/sealer: As Recommended By Manufacturer Or Fluid-applied Waterproofing. C.1.8. Protection Board, Flashings, Cant Strips, And Accessories: As Recommended By Manufacturer Of Waterproofing System. C.1.9. Sealant: As Per Manufacturer’s Recommended Product. • Preparation Of Substrate: C.1.10. Clean Substrate Of Projections, Irregularities, Debris, And Substances Detrimental To Work; Comply With Instructions Of Prime Materials Manufacturer. C.1.11. Install Polyurethane Sealant Cant Strips, Flashings, Support, Embedded Items, Drain Fixtures, And Similar Accessories As Shown And As Recommended By Prime Materials Manufacturer And As Necessary For Field Conditions. C.1.12. Fill Voids, Seal Joints, And Apply Bond Breakers As Recommended By Prime Materials Manufacturer. C.1.13. Prime Substrate As Recommended By Prime Materials Manufacturer. C.1.14. Mask Off Adjoining Surfaces Not To Receive Fluid-applied Waterproofing To Effectively Prevent Spillage Or Over-spray Of Liquid Materials Outside Membrane Area. • Installation: C.1.15. General: Comply With Manufacturer’s Written Installation Recommendations, Including Preparation Of Substrate Surfaces, Detail Coatings Of Joints And Planar Changes In Substrate, And Priming Of Substrates. C.1.16. Start Installation Of Waterproofing Membrane Only In Presence And With Advice Of Manufacturer’s Technical Representative And Under Weather Conditions Acceptable For Installations. C.1.17. Apply Waterproofing Membrane Material To Substrates And Adjoining Surfaces Indicated To Receive Membrane. Apply In Accordance With Manufacturer’s Recommendations To Obtain Thickness Specified And Using Applicators And Techniques Best Suited For Slope And Type Of Substrate To Which Applied. If Two-coat Application Is Required To Obtain Membrane Thickness Specified Below, Apply Second Coat Only After Initial Cost Has Cured As Recommended By Manufacturer. Apply 60 Dry Mil Thickness On Required Areas. C.1.18. Install Sheet-type Flashings And Joint Covers Were Indicated And As Recommended By Prime Materials Manufacturer. Extend Flashings Onto Perpendicular Surfaces And Other Work Penetrating Substrate To Not Less Than 300mm Beyond Finished Surface To Be Applied Over Waterproofing, Unless Otherwise Indicated On Drawings. C.1.19. Permit Membrane To Cure Under Conditions That Will Not Contaminate Or Deteriorate Waterproofing Material. Block Off Traffic And Protect Membrane From Physical Damage. C.1.20. Install Protection Course On Cured Membrane After Testing, Without Delay To Minimize Period Of Membrane Exposure. On Vertical Surfaces Comply With Waterproofing Manufacturer’s Recommendations For Adhesion Of Protection Course To Membrane. C.1.21. Provide Concrete Wear Slab Covering Over Protection Board. C.1.22. In-place Testing: Before Completed Membranes On Horizontal Surfaces Are Covered By Protection Course Or Other Work, Test For Leaks As Per Manufacturer’s Recommended Procedure. Repair Any Leaks Revealed By Examination Of Substructure, And Repeat Test Until No Leakage Is Observed. Ii. Floor Finishes Ii.1. 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. • Common Areas And Offices – 60mx60cm Non-skid Ceramic Tiles. • All Toilets – 30cmx30cm Non-skid Ceramic Tiles. • 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. Ii.2. Anti-bacterial Vinyl Sheet Works • Work Includes But Is Not Limited To: C.2.1.1 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: C.2.1.2 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. C.2.1.3 After Post-installation Period, Maintain Temperatures Within Range Recommended By Manufacturer, But Not Less Than 13 Deg C Or More Than 35 Deg C. C.2.1.4 Close Spaces To Traffic During Floor Covering Installation. C.2.1.5 Close Spaces To Traffic For 48 Hours After Floor Covering Installation. C.2.1.6 Install Resilient Products After Other Finishing Operations, Including Painting, Have Been Completed. • Color And Patterns: C.2.1.7 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: - 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 Ii.3. Resinous Floor Coating System Works • Work Includes But Is Not Limited To: C.2.3.1. Self-levelling Epoxy Floor Coating System (ff-4) – Of Stairs 01 And Fire Exit Stairs As Indicated On Drawings; C.2.3.2. Rubberized Floor Coating System (ff-5) – Of Ramp And Landing As Indicated On Drawings. • Product: C.2.3.3. Performance Requirements: Self-levelling Epoxy Floor Coating System (ff-4) – Abrasion-, Impact-, And Chemical Resistant, And Resin-based Monolithic Floor Surfacing Designed To Produce A Seamless Floor. Rubberized Floor Coating System (ff-5) – A Rubberized Coating Product That Is One Step, Self-priming For Use On Concrete, Metal And All General Surfaces. It Is Fast Drying And Has Excellent Resistance To Water, Weather, Oil, Acid And Other Chemicals. It Is Formatted Using A Modified Non-chlorinated Formula That Is Nontoxic And Ozone Safe. 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." C.2.3.3. Preparation: Preferred Surface Profile Is Semi-rough Plaster Finish And Leveled. When Concrete Floor Finish Is Smooth, Mechanical Grinding Is Recommended. Dust Off With Broom Or Best Use Vacuum Cleaner To Rid Sand Dust. Surface Should Be Adequate Dry, Free From Dirt And Other Contaminants Prior To Paint Application. Repair Damaged And Deteriorated Concrete According To Resinous Flooring Manufacturer's Written Instructions. Patching And Filling: Use Patching And Fill Material To Fill Holes And Depressions In Substrates According To Manufacturer's Written Instructions. Control Joint Treatment: Treat Control Joints And Other Nonmoving Substrate Cracks To Prevent Cracks From Reflecting Through Resinous Flooring According To Manufacturer's Written Instructions. C.2.3.3. Application: A. Apply Components Of Resinous Flooring System According To Manufacturer's Written Instructions To Produce A Uniform, Monolithic Wearing Surface Of Thickness Indicated. B. Primer: Apply Primer Over Prepared Substrate At Manufacturer's Recommended Spreading Rate. C. Reinforcing Membrane: Apply Reinforcing Membrane To Substrate Cracks. D. Self-leveling Body Coats: Apply Self-leveling Slurry Body Coats In Thickness Indicated For Flooring System. E. Grout Coat: Apply Grout Coat, Of Type Recommended By Resinous Flooring Manufacturer, To Fill Voids In Surface Of Final Body Coat. F. Topcoats: Apply Topcoats In Number Indicated For Flooring System And At Spreading Rates Recommended In Writing By Manufacturer And To Produce Wearing Surface Indicated. Ii.4. Floor Tile Works • All Service Areas As Indicated On Drawings – 30cmx30cm Polished Non-skid Ceramic Tiles. • All Toilets – 30cmx30cm 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. Iii. Wall & Ceiling Finishes Iii.1. Wall Tile Works • All Service Areas As Indicated On Drawings – 30cmx60cm Polished Non-skid Ceramic Tiles. • 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. Iii.2. 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. Iii.3. Painting Systems Iii.3.1. 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 Iii.3.2. 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 Iii.3.3. 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 Iii.3.4. 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 Iii.3.5. Structural & Architectural Steel: For Stair Railings: • Unpainted Galvanized Surfaces That Have Been Exposed For 6 Months Or More Need Not Be Etched. • Primer: Epoxy Primer Red Oxide • Topcoat (2-3 Coats): Epoxy Enamel – Black, Gloss Finish • Dry Time: Touch (2-3 Hours), Recoat (8-12 Hours) • Thinning Solvent: Epoxy Reducer • Application: By Brush Or Spray For Roof Framing: • Unpainted Galvanized Surfaces That Have Been Exposed For 6 Months Or More Need Not Be Etched. • Apply One (1) Coat Of Red Oxide Metal Primer • Apply Two (2) Coats Of Quick Drying / Semi-gloss Enamel – Silver Aluminum • Thinning/clean-up Solvent: Paint Thinner • Application: By Brush Or Roller Iv. 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. V. Dry Ceiling, Covelight And Drop Ceiling Claddings • 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. Vi. 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. Vii. Doors And Windows • All Wooden Doors Shall Be Kiln Dried And Treated Flush Doors/panel Doors Ready For Installation With The Provisions For Accessories As Indicated On Drawings, Locksets, Door Keys, And Hinge Completely Operational. • All Door Jambs For Wooden Doors Shall Be Pre-fabricated 2”x6” And 2”x4” Wooden Jamb Finished With Automotive Lacquer Paint. • Glass Door (glass/glazing) – 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 Glass Fixed Glass On Powder-coated Aluminum Frame W/ Complete Hardware Accessories. • Windows (glass/glazing) – 6.00mm Thk. Clear Glass Awning Type Powder-coated Aluminum Frame W/ Complete Hardware Accessories. • 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 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. Viii. Roofing • Roofing – (0.60mm Thick X 1.04m) Pre-fabricated And Pre-painted Long Span Rib-type G.i. Roof Lapping As Indicated In The Product Brochure And Be Shall Be Strictly Followed. • Roofing Shall Be Fastened Properly To The Purlins By A 2-½ Inch Tex Screw. • Apply Silicon Sealant At All Gutter And Downspout Joints. • Ridge Rolls – 0.60 Mm Thick, Prefabricated And Pre-painted. • Fascia Cover Plate – 0.50 Mm Thick, Prefabricated And Pre-painted. • Wall-end Roof Flashing, Roof Cap Flashing And Gutter – 0.60 Mm Thick, Prefabricated And Pre-painted. Ix. Specialties Ix.1. 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. Ix.2. Supply And Installation Of Built-in Cabinets And Shelves • Finish – As Indicated On Drawings • Work Includes But Is Not Limited To: - 3rd Floor Nurse Station - 3rd Floor Nurse Station - 3rd Floor Icu Nurse Station - 4th Floor Nurse Station - 3rd Floor Lounge/pantry - 3rd Floor Icu-medprep Room - 3rd Floor Nurse Station - 3rd Floor Nurse Station-medprep Room - 4th Floor Medprep Room - 4th Floor Nurse Station Sink - 4th Floor Clean Utility Sink - 4th Floor Treatment Room - Miscellaneous Ix.3. Supply And Installation Of Wall Protection Items • Finish – Subject For Approval Of Healthcare Facility - White Pvc Handrail With Aluminum Mounting Bracket - 150mm Wooden Baseboard (hallway And Lobby Only) - Wall Corner Steel Guard • Work Includes But Is Not Limited To: - All Areas As Indicated On Drawings (see Wall Protection Plan) Ix.4. Supply And Installation Of Signages • Doña Felomina Building, 4.02m X 0.92m (chrome Stainless Steel Signage) • Hospital Logo, 1.80 Dia. (stainless Steel Backlit Logo) Ix.5. Building/room Signages/wayfinding Systems Third Floor - Signages - Room Identification Sign (for Patient Rooms) - Semi Private Room 1,2,3, Ward, 6mm Thick Frosted Acrylic - Room Identification Sign (for Service Rooms) - Conference Room, 6mm Thick Frosted Acrylic - Room Identification Sign (for Service Rooms) - Male Doctor's Quarter, 6mm Thick Frosted Acrylic - Room Identification Sign (for Service Rooms) - Female Doctor's Quarter, 6mm Thick Frosted Acrylic - Room Identification Sign (for Service Rooms) - Clean Linen, 6mm Thick Frosted Acrylic - Room Identification Sign (for Service Rooms) - Medicine Preparation Room, 6mm Thick Frosted Acrylic - Room Identification Sign (for Service Rooms) - Soiled Linen/dirty Utility, 6mm Thick Frosted Acrylic - Room Identification Sign (for Service Rooms) - Counseling Room, 6mm Thick Frosted Acrylic - Room Identification Sign (for Service Rooms) - Male Dressing Room, 6mm Thick Frosted Acrylic - Room Identification Sign (for Service Rooms) - Female Dressing Room, 6mm Thick Frosted Acrylic - Room Identification Sign (for Service Rooms) - Lounge/pantry, 6mm Thick Frosted Acrylic - Room Identification Sign (for Service Rooms) - Intensive Care Unit, 6mm Thick Frosted Acrylic - Regulatory Sign With Room Label (authorized Personnel Only) - Intensive Care Unit, 6mm Thick Frosted Acrylic - Regulatory Sign With Room Label (authorized Personnel Only) - Electrical Room, 6mm Thick Frosted Acrylic - Regulatory Sign With Room Label (authorized Personnel Only) - Male Dressing Room, 6mm Thick Frosted Acrylic - Regulatory Sign With Room Label (authorized Personnel Only) - Female Dressing Room, 6mm Thick Frosted Acrylic - Regulatory Special Signs (access Ramp Sign), 6mm Thick Frosted Acrylic - Regulatory Special Signs (fire Exit Sign, Keep Door Closed), 6mm Thick Frosted Acrylic - Restroom Identification - Pwd Toilet, 6mm Thick Frosted Acrylic - Restroom Identification - Male/female Toilet, 6mm Thick Frosted Acrylic - Emergency Exit Plan, 6mm Thick Frosted Acrylic - Wayfinder Sign, 6mm Thick Frosted Acrylic - Smoke Free Building Sign, 6mm Thick Frosted Acrylic - Area Identification (sticker Mounted) - Icu Rooms 1,2,3,4,5,6, Frosted Sticker Mounted On Glass Surface - Area Identification (sticker Mounted) - Isolation Rooms 1,2, Frosted Sticker Mounted On Glass Surface - Floor Identification Wall Sign, 350mm - 3 (for 3rd Floor), Stainless Steel In Chrome Finish - Floor Identification Wall Sign, 150mm - 3 (for 3rd Floor), Stainless Steel In Chrome Finish - Floor Directory Elevator Wall Sign, Stainless Steel In Chrome Finish - Nurse Station, Acrylic Backlit Signage Fourth Floor - Signages - Room Identification Sign (for Patient Rooms) -pedia Ward 1,2,3,4,5,6,7, Infirmary Ward, Treatment Room, 6mm Thick Frosted Acrylic - Room Identification Sign (for Service Rooms) - Conference Room, 6mm Thick Frosted Acrylic - Room Identification Sign (for Service Rooms) - Lounge/pantry, 6mm Thick Frosted Acrylic - Room Identification Sign (for Service Rooms) - Nurse Supervisor/staff Area, 6mm Thick Frosted Acrylic - Room Identification Sign (for Service Rooms) - Doctor's Quarter, 6mm Thick Frosted Acrylic - Room Identification Sign (for Service Rooms) - Clean Linen, 6mm Thick Frosted Acrylic - Room Identification Sign (for Service Rooms) - Medicine Preparation Room, 6mm Thick Frosted Acrylic - Room Identification Sign (for Service Rooms) - Soiled Linen/dirty Utility, 6mm Thick Frosted Acrylic - Room Identification Sign (for Service Rooms) - Storage 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 - Regulatory Special Signs (fire Exit Sign, Keep Door Closed), 6mm Thick Frosted Acrylic - Restroom Identification - Pwd Toilet, 6mm Thick Frosted Acrylic - Restroom Identification - Male/female Toilet, 6mm Thick Frosted Acrylic - Restroom Identification - Male/female Shower Room, 6mm Thick Frosted Acrylic - Emergency Exit Plan, 6mm Thick Frosted Acrylic - Wayfinder Sign, 6mm Thick Frosted Acrylic - Smoke Free Building Sign, 6mm Thick Frosted Acrylic - Floor Identification Wall Sign, 350mm - 3 (for 3rd Floor), Stainless Steel In Chrome Finish - Floor Directory Elevator Wall Sign, Stainless Steel In Chrome Finish - Nurse Station, Acrylic Backlit Signage Ground And Second Floor - Signages - Floor Directory Elevator Wall Sign, Stainless Steel In Chrome Finish Ix.6. Supply And Installation Of Additional Stainless Steel Hand Railings • Material Specification: - Stainless Steel Stair Railings, Ss/sus 304, 2" Diameter Tubewhite Pvc - Flat Bar 1 1/2" 1 1/2" X 1/4" In Paint Finish - Miscellaneous To Complete All Works • Work Includes But Is Not Limited To: - All Areas As Indicated On Drawings - 3rd Floor To 4th Floor Ramps, Stair 01 Additional Railings, And Fire Exit Stairs Landing At Roof Deck Additional Railings Ix.7. Supply And Installation Of Rear Façade Enclosure • Work Includes But Is Not Limited To: - All Wall Areas As Indicated On Drawings (specifically On Rear Façade) • Material Specification: - Fixed Aluminum Ventilation Drainable Louvre Panelsflat Bar 1 1/2" 1 1/2" X 1/4" In Paint Finish - Manually Operable Horizontal Aluminum Louvre - Fixed Framings In Paint Finish - Miscellaneous To Complete All Works D. 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: I. 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 Plumbing Fixtures (e.g., Water Closets, Sinks, Lavatories, Faucets) Trims And Toilet Accessories (robe Hook). • 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) • Furnish And Install Soil, Waste And Vent Systems Including Pipes, Valves, Drains, Cleanouts And Fittings. • Connections To 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. Ii. Plumbing Fixtures, Toilet & Sink Accessories * Submit Samples For Approval Prior To Installation" ** Faucets, Valves & Other Accessories Shall Be Japan, U.s., & E.u. Made • 21 Sets – Two-piece Water Closet (push Button, Water Saver) • 21 Sets – Wall Hung Lavatory & Semi-pedestal W/ Faucet • 19 Sets – 510x510x200x0.8 Mm Stainless Steel Single Bowl Kitchen Sink • 1 Set – 510x510x200x0.8 Mm Stainless Steel Single Bowl Foot Operated Sink W/ Faucet • 2 Sets – Wall Mount Urinal • 21 Sets – Wall-mounted, Semi-recessed Ceramic Tissue Holder • 18 Sets – Wall-mounted, Semi-recessed Ceramic Soap Holder • 11 Sets – Stainless Steel 304/brass, Faucet, 1/2" X 4", For Toilets • 2 Sets – Stainless Steel Floor Drain, 6"x6" • 18 Sets – Stainless Steel 304/brass, Faucet, 1/2" X 6", For Concrete Sink • 28 Sets – Stainless Steel 304 Robe Hook • 2 Sets – Pwd Ss304 Grab Bar (l-type) • 2 Sets – Pwd Ss304 Flip-up Bar • 2 Sets – Pwd Ss304 Urinal Grab Bar, 2 Pcs Per Set • 17 Sets – Ss 304 Towel Bar • 17 Sets – Wall Mounted Shower W/ Complete Accessories • 28 Sets – Stainless Steel Floor Drain, 6"x6" E. 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: 135 Degrees To 165 Degrees • Fire Hose Cabinets – 100ft With 65mm Dia. Hose Valve And Fire Extinguisher • Others – Hangers And Supports, Miscellaneous And Consumables (including Painting And Tagging) • Testing And Commissioning – Configuration, Testing And Commissioning, Documentation, Training And Orientation F. Electrical Works To Include Fixing And Installation; Complete Accessories And Necessary Consumables; All In Accordance With Electrical Plan And Specification And As Indicated On Detailed Cost Estimates; I. Roughing – Ins • Cable Ladder 250 X 350 X 2400 • Wire Gutter 200 X 400 X 2400 W/ Cover • Wire Gutter 100 X 200 X 2400 W/ Cover • 80mmø, 50mmø, 32mmø, 25mmø Imc Pipe • 32mmø, 25mmø, 15mmø Emt Pipe • 15mmø Emt Coupling • 15mmø Emt Connector • 20mmø Upvc Pipe, Steel Locknut, Adapter • Metal Flexible Conduit • Straight Connector 1/2" • Junction Box With Cover, Utility Box, Pull Box • Conduit Supports / Hangers • Consumables Ii. Wires And Cables • Thhn Wires - 2.0mm², 3.5mm², 5.5mm², 8.0mm², 14.0mm², 22.0mm², 38.0mm², 125.0mm², 250.0mm² Iii. Lighting Fixtures • 4" Ø Downlight, With 11w Led Bulb Recessed Mounted • 3x9w Troffer/led Panel Type Lighting Fixture • 2x18w Troffer/led Panel Type Lighting Fixture • 5m Per Set Led Strip Light, Warm White 3000k, 230v • Rechargeable Twinhead Emergency Light • 150w Led Floodlight Iv. Devices - Switches And Convenience Outlets • Single Pole Switch With Led Indicator, Flush Type Modern Series • Duplex Switch With Led Indicator Flush Type Modern Series • Triplex Switch With Led Indicator, Flush-type Modern Series • Single Pole Switch With Led Indicator, Flush Type Modern Series, 3 Way Switch • Single Universal Convenience Outlet,16a, 230v • Duplex Universal Convenience Outlet, 3 Prong Modern Series, 16a, 230v • Duplex Universal Outlet, Floor Mounted V. Panelboards And Circuit Breakers V.1. Third Floor - Main Distribution Panelboard (mdp) Assembled In Nema 1 Enclosure, Wall Mounted, Swing Dead Front, Powder Coated With Terminal Lugs In Crimping Type Ready, With Grounding Busbar Main: 400at/400 Af, 3p, 35 Kaic, 230 V, Mccb Branches: 2 - 250at/400af, 3p, 230 V, Mccb 1 - Space, 100af, 3p, 230 V, Mccb - Distributional Panel (dp) -3 Assembled In Nema 1 Enclosure, Wall Mounted, Swing Dead Front, Powder Coated With Terminal Lugs In Crimping Type Ready, With Grounding Busbar Main: 250at/400 Af, 3p, 35 Kaic, 230 V, Mccb Branches: 1 - 50at/100af, 3p, 230 V, Mccb 4 - 75at/100af, 3p, 230 V, Mccb 1 - 150at/225af, 3p, 230 V, Mccb - Pacu-3 Assembled In Nema 1 Enclosure, Wall Mounted, Swing Dead Front, Powder Coated With Terminal Lugs In Crimping Type Ready, With Grounding Busbar Main: 125at/225 Af, 3p, 35 Kaic, 230 V, Mccb Branches: 8 - 20at/100af, 3p, 230 V, Mccb 1 - 75at/100af, 3p, 230 V, Mccb 1 - 100at/100af, 3p, 230 V, Mccb - Power Panel (pp) - 3 Assembled In Nema 1 Enclosure, Wall Mounted, Swing Dead Front, Powder Coated With Terminal Lugs In Crimping Type Ready, With Grounding Busbar Main: 75at/100af, 3p, 22 Kaic, 230 V, Mccb Branches: 18 - 20at/50af, 3p, 230 V, Mccb - Lighting Panel (lp) - 3 Assembled In Nema 1 Enclosure, Wall Mounted, Swing Dead Front, Powder Coated With Terminal Lugs In Crimping Type Ready, With Grounding Busbar Main: 75at/100af, 3p, 22 Kaic, 230 V, Mccb Branches: 12 - 20at/50af, 3p,10 Kaic, 230 V, Mccb - Ecb - Elev, 75at, 3p, 240v In Nema 3r - Ecb - Accu, 100at, 3p, 240v In Nema 3r - Ecb - Accu, 75at, 3p, 240v In Nema 3r - Ecb - Fcu, 20at, 2p, 240v In Nema 3r V.2. Fourth Floor - Distributional Panel (dp) -4 Assembled In Nema 1 Enclosure, Wall Mounted, Swing Dead Front, Powder Coated With Terminal Lugs In Crimping Type Ready, With Grounding Busbar Main: 250at/400 Af, 3p, 35 Kaic, 230 V, Mccb Branches: 1 - 50at/100af, 3p, 230 V, Mccb 4 - 75at/100af, 3p, 230 V, Mccb 1 - 150at/225af, 3p, 230 V, Mccb - Pacu-4 Assembled In Nema 1 Enclosure, Wall Mounted, Swing Dead Front, Powder Coated With Terminal Lugs In Crimping Type Ready, With Grounding Busbar Main: 125at/225 Af, 3p, 70 Kaic, 230 V, Mccb Branches: 6 - 20at/100af, 3p, 230 V, Mccb 2 - 100at/100af, 3p, 230 V, Mccb 1 - 125at/225af, 3p, 230 V, Mccb - Power Panel (pp) - 4 Assembled In Nema 1 Enclosure, Wall Mounted, Swing Dead Front, Powder Coated With Terminal Lugs In Crimping Type Ready, With Grounding Busbar Main: 75at/100af, 3p, 22 Kaic, 230 V, Mccb Branches: 18 - 20at/50af, 3p, 230 V, Mccb - Lighting Panel (lp) - 4 Assembled In Nema 1 Enclosure, Wall Mounted, Swing Dead Front, Powder Coated With Terminal Lugs In Crimping Type Ready, With Grounding Busbar Main: 75at/100af, 3p, 22 Kaic, 230 V, Mccb Branches: 18 - 20at/50af, 3p, 230 V, Mccb - Ecb - Accu, 125at, 3p, 240v In Nema 3r - Ecb - Accu, 100at, 3p, 240v In Nema 3r - Ecb - Fcu, 20at, 2p, 240v In Nema 3r G. 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 System: I. Roughing – Ins / Wires: • 40mmø – Emt Pipe, Coupling, Connector • 15mmø – Emt Pipe, Coupling, Connector • Pullbox • Metal Flexible Conduit 1/2" • Straight Connector 1/2" • Junction Box W/ Cover • Utility Box • Conduit Supports / Hangers • Miscellaneous / Consumables • 1.25mm2 Twisted Pair Ii. Equipments: • Fire Alarm Control Panel (addressable) 2 Loops • Addressable Smoke Detector • Addressable Heat Detector • Manual Pull Station • Fire Alarm Bell With Horn Strobe • Testing And Commissioning Paging System: I. Roughing – Ins / Wires: • 40mmø – Upvc Pipe, Steel Locknut, Adapter • 20mmø – Upvc Pipe, Steel Locknut, Adapter • Metal Flexible Conduit 1/2" • Straight Connector 1/2" • Pullbox • Junction Box With Cover • Conduit Supports / Hangers • Consumables • 1.25 Tf Wire Ii. Equipments: • Power Amplifier, Amplifiers, Remote Microphone, Rack, Etc.. • Ceiling Speaker • Testing And Commissioning Telephone / Lan System: • Roughing – Ins / Wires: • Cable Tray 100mm X 250mm X 2400mm • 63mmø – Pvc Pipe, Steel Locknut, Adapter • 32mmø – Upvc Pipe, Steel Locknut, Adapter • 25mmø – Upvc Pipe, Steel Locknut, Adapter • Metal Flexible Conduit 3/4" • Straight Connector 3/4" • Pullbox • Utility Box • Square Box • Conduit Supports / Hangers • Consumables • Equipments: • Data Cabinet W/ Accessories • Information Outlet Cat 6 • Patch Panel 24-port Loaded • Manage Switch 24-port • Termination Kit • Patch Cord Cat 6 • S110 Block • Utp Cat 6 4pairs • Simplex Faceplate • Duplex Faceplate • Floor Mount Duplex Faceplate Cctv System: I. Roughing – Ins / Wires: • 40mmø – Upvc Pipe, Steel Locknut, Adapter • 20mmø – Upvc Pipe, Steel Locknut, Adapter • Pullbox • Metal Flexible Conduit 1/2" • Straight Connector 1/2" • Junction Box • Conduit Supports / Hangers • Consumables • 3.5mm2 Thhn Wire • Utp Cat 6 4pairs Ii. Roughing – Ins / Wires: • Information Outlet Cat 6 • Patch Panel 24port Loaded • Switch 24port • Patch Cord Cat 6 • Nvr / Dvr Complete With Monitors And Accessories • Ip Camera Dome Type • Testing And Commissioning H. 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; H.1. Ventilation & Airconditioning System: I. Aircon Supply And Installation – Third Floor: • Fcu-3f Wall Mounted Type 1.0hp • Fcu-3f Wall Mounted Type 2.5hp • Fcu-3f Wall Mounted Type 3.0hp • Ffu Fan Filter Unit 1200x600 • Accu-3f-01 24.5kw Cooling Capacity • Accu-3f-02 17.5kw Cooling Capacity • Accu-3f-04 21 Kw Cooling Capacity Ii. Aircon Supply And Installation – Fourth Floor: • Fcu-4f Wall Mounted Type 2.5hp • Accu-4f-01 22.75kw Cooling Capacity • Accu-4f-02 24.5kw Cooling Capacity • Accu-4f-03 35 Kw Cooling Capacity H.2. Refrigerant Pipe, Drain Pipe And Others: I. Refrigerant Pipe: • Copper Pipe 5/8", 3/8", 1/4" Type L, Hard Drawn, Coupling, Elbow • Copper Pipe 5/8", 3/8” Rubber Insulation 1" Thick • Copper Pipe 1/4" Rubber Insulation 3/4" Thick • Vinyl Tape White Ii. Drain Piping: • Pvc Pipe 32mm Dia. X 3mts • Pvc Pipe 32mmø X 3/4" Thick Rubber Insulation • Pvc Pipe Fittings • Neltex 100cc • Vinyl Tape Blue Iii. Electrical: • Breaker 15a, 1p W/ Nema Box • Thhn Wire #12/3.5mm • Metal Flexible 1" Dia. • Liquitite Flexible Conduit 1" Dia. Straight Conn • Liquitite Flexible Conduit 1" Dia. • Consumables Iv. Hangers And Support: • Flat Bar 3/16" X 1" • Angle Bar 2" X 2" X 1/4" • Full Thread 3/8" Dia • Anchor Bolt 3/8" Dia • Dynabolt 3/8" Dia • Epoxy Primer (gray) • Rubber Pad • Bolt, Nut And Washer 3/8" V. Others: • Silver Rod • Map Gas • Refrigerant 410a • Consumables To Complete Works H.3. Air Conditioning Duct Works: • Supply & Return Air Duct - G.i Sheet Gage 24 • Insulation - Polyolefin Insulation 25mm Thick • Dampers - Volume Damper 400x300 • Grills And Louvers - Return Air Grille 400x300 • Hangers And Support - Tdc Corner Angle - Duct Gasket - Vulcaseal - Angle Bar 1 1/2" X 1 1/2" X 3/16" - Bolt, Nut & Washer 3/8" - Full Thread 3/8" - Anchor Bolt 3/8" - Duct Tape • Others - Firestop Sealant - Filter - Consumables To Complete Works H.4 Fans & Blowers: I. Third Floor • Ef-01 Ceiling Cassette Exhaust Fan 25 Cfm, 150pa, 0.02kw, 230 V, 1 Ph, 60 Hz • Ef-02 Ceiling Cassette Exhaust Fan 80 Cfm, 150pa, 0.03kw, 230 V, 1 Ph, 60 Hz Ii. Fourth Floor • Ef-01 Ceiling Cassette Exhaust Fan 25 Cfm, 150pa, 0.02kw, 230 V, 1 Ph, 60 Hz • Ef-02 Ceiling Cassette Exhaust Fan 80 Cfm, 150pa, 0.03kw, 230 V, 1 Ph, 60 Hz • Ef-04 Ceiling Cassette Exhaust Fan 1460cfm, 0.2 Kw, 230 V, 1 Ph, 60 Ventilation Works: I. Exhaust & Supply Air Duct • 100mmø G.i Duct • 150mmø G.i Duct Ii. Hangers And Support • Vulcaseal • Flat Bar 3/16" X 1" • Bolt, Nut & Washer 3/8" • Full Thread 3/8" • Anchor Bolt 3/8" Iii. Others • Vent Cap 100mmø • Vent Cap 150mmø • Firestop Sealant • Consumables H.5. Hospital Bed Elevator Works: Elevator Technical Specifications: I. Core Offering: Elevator Type - Passenger Elevator Machinery Location - Top Of The Shaft Capacity (kg/pers) - 1600 / 21 Speed (m/s) - 1 Travel Height (m) - 11.5 Stops - 4 Front Entrances - 4 Rear Entrances - 0 Control System - Full Collective Control Simplex Ii. Shaft Construction: Shaft Size (w X D) (mm) - 2400 X 2850 Pit Height (mm) - 1300 Shaft Material - Concrete Iii. Mechanical Components & Machinery: Machinery - Gearless Machinery Ip Protection Class - Protection (ip21) Machine Output (kw) - 9 Nominal Supply Current (a) - 29.8 Starting Supply Current (a) - 35.7 Nominal Supply Current With Shaft Lighting (a) - 29.8 Starting Supply Current With Shaft Lighting (a) - 35.7 Shaft Light Type - Led Shaft Light Main Fuses (a) - 20 Power Supply, Machinery (v / Hz) - 3 X 380 / 60 Power Supply, Cabin Light (v / Hz) - 230 / 50 Power Supply Type - 3 Phase Tn-s/msw 5 Pit Ladder - With Pit Ladder Iv. Car And Doors: Car Size (wxdxh) (mm) - 1400 X 2400 X 2400 Door Opening Dimensions (wxh) (mm) - 1200 X 2100 Maintenance And Emergency Release Panel - Topmost Floor (top) Map Placed At Floor: 4 Landing Wall With Recess. Silver Brushed Stainless Steel St4afp With Anti- Fingerprint Coating (st4) I-map Side Position - A1, Side A Left V. Testing And Commissioning – During Final Inspection Vi. Warranty – Warranty Period Of One (1) Year. I. 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. J. Electrical & Civil Tools And Equipment • Digital Multimeter • Wire Cutter • Insulated Screw Drivers • Insulated Pliers • Various Masonry And Carpentry Tools • Concrete Vibrator • Welding Machine K. Technical Personnel • Registered Mechanical Engineer • Registered Electrical Engineer • Civil Engineer/architect • Foreman, Leadman • Skilled Personnel (mason, Carpenter, Electrician, Plumber) General Guidelines • All Construction Works Shall Be Undertaken By Contractor In Accordance With Existing Laws, Including The Building Code, Fire Code, Electrical And Mechanical Codes, 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 Three Hundred (300) Calendar Days From The Date Of Effectivity.