Don Emilio Del Valle Memorial Hospital Tender

Description Project Title : Construction Of Pink Room, Hems Unit And Gad Wellness Court Location : Devmh Compound, Bood, Ubay, Bohol Estimated Project Cost : Php 5,200,000.00 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 • Clearing & Grubbing - Including Leveling & Compaction Of Existing Ground • 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. Earthworks Ii.1. Excavation • All Excavation Shall Be Performed By The Contractor To The Excavation Lines, Grades And Slopes And Profiles Shown In The Drawings. Excavation Beyond The Normal Limits Shall Not Be Paid For. Ii.2. Backfilling Including Compaction • Fill And Backfill Materials Shall Consist Of Suitable Materials From Excavation Or From Approved Borrow Areas, And Shall Be Free From Roots, Wood Scraps, Vegetations, And Other Extraneous Materials And From Large Clods Of Earth Or Stones Greater Than 100mm. Backfilling May Only Proceed When Concrete Has Sufficiently Cured. Observe Enough Care During Backfilling Not To Disturb Or Damage The Newly Placed Concrete. Iii. 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: D.1.1 Construction Slabs, Beams, Etc. D.1.2. Septic Vault, Drainage Trenches, Manholes Iii.2. Standards • Except As Modified By Governing Codes And By Contract Documents, Comply With The Provisions And Recommendations Of The Following, Latest Edition:  Ansi American National Standards Institute  Astm American Society For Testing Of Materials  Aci American Concrete Institute  Nbcp National Building Code Of The Philippines And Its Revised Irr  Nscp National Structural Code Of The Philippines Iii.3. Concrete • Structural Concrete – Concrete Pouring Using Concrete Strength 4,000 Psi Ready Mix Or Job Mixed Concrete Together With The Concrete Cylinder Sample For Testing Materials. • Stiffener Column, Lintel Beam And Concrete Sink - Concrete Pouring Using Concrete Strength 3,500 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. Iii.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. Iii.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. Iii.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. 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. Floor Finishes I.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. Wall Finishes Ii.1. Tile Works • Common Areas (service Area Outside Toilets) – 30cmx60cm 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. 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.1. Painting Systems Iii.1.1. Structural & Architectural Steel: • 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 Iv. 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 0.60m X 0.60m On Centers. V. 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. Vi. Doors And Windows • All Wooden Doors Shall Be Kiln Dried And Treated Flush Doors/panel Doors Ready For Installation With The Provisions For Locksets, Door Keys, And Hinge Completely Operational. • Glass Door (glass/glazing) – 1/2” Thick Annealed Reflective Glass On White Powder Coated Aluminum Framings. • Windows (glass/glazing) – 1/4” Thick Annealed Reflective Glass On White Powder Coated Aluminum Framings. • Pvc Doors – Heavy Duty Pvc Brown Wood Grain Finish Doors With Louver/vent Slats On The Lower Part Complete With Pvc Door Jambs And Stainless-steel Hinges. • All Door Jambs For Wooden Doors Shall Be Pre-fabricated 2”x6” And 2”x4” Wooden Jamb Finished With Automotive Lacquer Paint. Vii. Roofing • Roofing – (0.60mm Thick X 1.10m) 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. • End Flashing And Gutter – 0.60 Mm Thick, Prefabricated And Pre-painted. Viii. Specialties Ii.1. Concrete Sink • Finish – 60cmx60cm Glossy/polished Ceramic Tiles. • All Exposed Corner Edges Shall Be Provided With Pvc Tile Trims. 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 Of Psychiatric Building. • 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 And Toilet & Sink Accessories * Submit Samples For Approval Prior To Installation" ** Faucets, Valves & Other Accessories Shall Be Japan, U.s., & E.u. Made • 2 Sets – Wall-mounted, Semi-recessed Ceramic Tissue Holder • 2 Sets – Wall-mounted, Semi-recessed Ceramic Soap Holder • 2 Sets – Wall Hung Lavatory W/ Faucet And W/ Complete Fittings & Accessories • 3 Sets – Stainless Steel 304/brass, Faucet, 1/2" X 4", For Toilets • 2 Sets – Two-piece Water Closet With Complete Accessories • 2 Sets – Stainless Steel 304 Robe Hook • 2 Sets – Stainless Steel 304/brass, Faucet, 1/2" X 6", For Concrete Sink • 2 Sets – 60x40x20 Cm Stainless Steel Single Bowl Kitchen Sink W/ Complete Fittings & Accessories • 2 Sets – Stainless Steel Floor Drain, 6"x6" E. Electrical Works To Include Fixing And Installation; Complete Accessories And Necessary Consumables; All In Accordance With Electrical Plan And Specification. I. Roughing - Ins • 20mmø Pvc Pipes • 32mmø Pvc Pipes • 20mmø Pvc Male Adapter With Locknut • 32mmø Pvc Male Adapter With Locknut • 20mmø Pvc Clamp • 32mmø Pvc Clamp • 20mmø Electrical Flexible Hose • 20mmø Pvc Electrical Fittings Orange Flexible Connector • G.i. Tie Wire #16 • Pvc Solvent 400cc • Electrical Tape • Hacksaw Blade • 2" X 4" Utility Box • 4" X 4" Junction Box W/ Cover • 5" X 5" Square Box W/ Cover Ii. Wires And Cables • 14.0mm² Thhn Wire • 5.5mm² Thhn Wire • 3.5mm² Thhn Wire • 5.5mm² Tw Wire – Ground • 2.0mm² Tw Wire – Ground Iii. Lighting Fixtures • 200 Watts Led Floodlight • 4" Downlight, With 9 Watts Led Bulb Recessed Mounted • Rechargeable Twin Head Emergency Light • Exit Light 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 • Duplex Universal Convenience Outlet, 3 Prong Modern Series, 16a, 250v, Weatherproof Type • Duplex Universal Convenience Outlet, 3 Prong Modern Series, 16a, 250v • Acu Outlet, Universal, 30a, 230v W/ Grounding-type V. Panelboard • Panelboard 2 Pole Bolt On Type Tqc Center Main 8 Branches • Main: 1 -60at/100af, 2p, 10kaic, 230v, Bolt-on Type Cb • Branches: 4-20at/60af,2p, 10kaic,230v, Cb 4-30at/60af,2p, 10kaic,230v, Cb F. Fire Protection System To Include Fixing And Installation; Complete Accessories And Necessary Consumables; All In Accordance With Electrical Plan And Specification. • Fire Extinguisher – Type Abc, Dry Chemical, 10 Kg G. 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. H. Electrical & Civil Tools And Equipment • Digital Multimeter • Wire Cutter • Insulated Screw Drivers • Insulated Pliers • Various Masonry And Carpentry Tools • Concrete Vibrator • Welding Machine • Road Roller • Excavator • Grader I. Technical Personnel • Registered Electrical Engineer • Civil Engineer • Foreman • 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 One Hundred (100) Calendar Days From The Date Of Effectivity.