Ppe Tenders

Details: Description Invitation To Bid The Iligan City Government Bids And Awards Committee (bac), Through Special Educational Fund, Intend To Apply The Sum Of P 1,931,521.10 Being The Approved Budget For The Contract (abc) To Payments Under The Contract For Construction Of 1 Classroom At Severo Sara Memorial School, Tag-ibo, Brgy. Dalipuga, Iligan City With Project No. Cb(b)-24-120 (ceo-infra). Bids Received In Excess Of The Abc Shall Be Automatically Rejected At Bid Opening. The Iligan City Government Bids And Awards Committee Now Invites For The Supply And Delivery Of Items Below-stated: Particulars Construction Of 1 Classroom At Severo Sara Memorial School, Tag-ibo, Brgy. Dalipuga, Iligan City Scope Of Work: Staking And Lay-outing;excavation Work For Col. Footings = 7.78 Cu.mtrs.,wall Footings, Tie Beams = 5.76 Cu.mtrs.,cut & Fill Materials = 70.47 Cu.mtrs.,and Septic Tank; Fabrication And Installation Of Steel Reinforcement For Col. Footings, Wall Footings, Columns, Beams (plinth, Tie, Lintel, Roof),slabs And Chb Walls; Concrete Work, Formworks And Scaffoldings For Col. Footings, Wall Footings, Columns, (tie, Plinth, Roof, Lintel) Beams, And Slab, Top And Flooring For Septic Vault; Masonry Works Using 4” Thick Chb = 1,340 Pcs. And Plastering On Both Sides = 90.17 Sq.mtrs.); Fabrication And Installation Of Doors And Windows (see Item 1005 & Item 1010); Fabrication And Installation Of Structural Steel For Trusses, Web Member, And Purlins,& Steel Facia Frames Etc; Installation Of Hardiflex Ceiling Boards Supported By Metal Furring = 102.75 Sq.mtrs., Chalkboards Using Marine Plywood, 3 Units Air Vent,=3unlts,kitchen Sink W/ Cabinets= 1unt. (see Item 1003); Installation Of Colored Long Span Roofing Sheets = 103.84 Sq.mtrs.,g.i. Bended Fascia Sheets,and G.i.plain Sht. Prefab Ridge Roll (see Item 1013); Installation Of Plumbing And Fixtures, Pail Flush Water Closet = 1unit,pvc Pipes (series 900 & 1000) (see Item 1002); Installation Of Electrical Conduits & Wirings, Panel Boards And Junction Boxes. Lighting Fixtures, Switches, Convenience Outlets, ; Installation Of Ceramic Tiles For Comfort Rooms For Walls & For Concrete Sink (see Item 1018); Painting Works Exterior & Interior Wall Of Entire Bldg. Doors, Windows, Jambs, Chalkboards, Ceiling & Air Vents, Vctruss, Purlins, Facia Frames, Steel Casement Window,& Panel And Flush Door; Supply Of Door Knobs (heavy Duty), Loose Pin Hinges (heavy Duty) And Other Const. Materials For The Installation Of Wooden Doors.; Installation Of 38"ø G.i.pipe (sch.40) For Railings At Main Stairs Clearing, Cleaning And Disposal Of Waste; Proper Turn Over That Includes Submission Of "building And Occupancy Permits". 1 Permit And Clearance (q = 1.00 Unit) Includes Fire Safety Evaluation Clearance Fee, Brgy. Clearance For Construction Fee, Professional Fee, White Print (a-3). B.5 Project Bii I Board (q = 2.00 Each) Includes 4' X 8' Tarpaulin,8' X 8' Tarpaulin, 2" X 3" X 14' Coco Lumber, 2" X 3"x 10' Coco Lumber,2" X 2" X 8' Lumber, Assorted Sizes C.w. Nails. B.7(2) Occupational Safety Health Program (q = 1.00 Lump Sum) Includes Safety Shoes, Safety Helmet, Safety Gloves, Specialized Ppe. B.9 Mobilization And Demobilization (q = 1.00 Lump Sum) 803 Earthworks (q = 84.01cu.mtrs.) Includes Borrow Materials. 404(1) Reinforcing Steel (q= 2,357.07 Kgs.) Includes 16mm Dia X 6000mm Dsb, 12mm Dia X 6000mm Dsb, 10mm Dia X 6000mm Dsb,# 16 Gi Tie Wire, Hauling Cost Of Materials. 900 Reinforced Concrete (q=29.98 Cu.m.) Includes Premium Cement, Washed Gravel, Washed Sand, Gravel Bedding, 6mm Marine Plywood,2”x 2” X 12' Coco Lumber,2" X 2" X 8', Coco Lumber, Assorted Sizes C.w. Nails, Hauling Cost Of Materials. 901 Masonry Work (q = 98.17 Sq.mtrs.) Includes 4"x 8"x 16" Chb (4.83 Mpa.),portland Cement, Washed Sand, Hauling Cost Of Materials. 1047(2) Structural Steel (q = 1.00 Lot) Includes Top, Bot. Chord: 38mm X 38mm X 6mm Angle Bars; Web Members: 25mm X 25mm X 6mm Angle Bars; Facia Frame: 25mm X 25mm X 6mm Angle Bars,25mm X 6mm Flat Bars,100mm X 50mm X 1.20mm C-purlins,1.2mm X 1.2mm X 6mm Thk Steel Plate, 4" Dia Grinding Disk, 4" Dia Cutting Disk, Hauling Cost Of Materials. 1010 (2) Doors (q = 3.00 Units) A& B Includes (d1):1000mm X 2100mm Solid Wooden Panel Door W/ 50mm X 150mm Door Jamb & 300mm X 1000mm Fixed Glass Transom W/ Mahogany Door Jamb; Door Lockset, Knob Type (should Be Heavy Duty);loose Pin Butt Hinges (should Be Heavy Duty); Wood Preservative; (d2): 700mm X 2100mm Solid Flush Door With 50mm X 150mm Mahogany Door Jamb (use 1/2" Thk. Phenolic Board);hauling Cost Of Materials. 1005 Steelwindows (q = 11.34 Sq.mtrs.) Includes (w1): 2800mm X 1200mm Clear Glass Steel Casement Window;(w2):2100mm X 1200mm Clear Glass Steel Casement Window; (w3): 700mm X 600mm Clear Glass Steel Casement Window. 1003 Carpentry And Joinery Works (q = 102.75 Sq.mtrs.) Includes Chalkboard: 6 Mm Thick Marine Plywood; Air Vents: 1" X 1" X 10', S4s Gimelina Lumber; Vert & Hor. Studs (chalkboard):1"x 2" X 8', S4s Gimelina Lumber; Frames (chalkboard): 1"x 3" X 10',gimelina Lumber; 0.60mm Thk. -17 Mm X 49 Mm X 17 X 5.00 M Double Furring;1/4" X 4' X 8' Hardiflex Board; 0.40mm Thk. - 25 Mm X 25 Mm X 2.44 M Wall Angle;door Jambs: 2" X 6" X 8', S4s Gimelina Lumber; 2” X 6” X 10', S4s Gimelina Lumber;6mm Thick Marine Plywood; Cabinet: 6mm Thick Marine Plywood; Shutter And Plastic Handle; Assorted Cwn;1-1/2" Concrete Nails;blind Rivets (1/2” X 1/8” );riveter; Hardiscrew,3/4" (500 Pcs/box); Hauling Cost Of Materials. 1013 Corrugated Metal Roofing (q = 103.84 Sq.mtrs.) Includes 0.50mm Thk. X 1200 Mm Wide Colored Long Span Roofing Sheets; 0.50mm Thk. X 300mm X 2400mm G.i.pin. Sht Pre-fab Ridge Roll; 0.50mm Thk. X 300mm X 2400mm Bended Fascia Sheet; Blind Rivets (1/2" X 1/8");self Tapping Fastener, 2-1,/2" (100 Pcs/box);riveter; Vulca Seal; Hauling Cost Of Materials. 1002 Plumbing Works (q = 1.00 Lot) Includes Pail Flush (xl) Water Closet; 4"x4" Floor Drain, Stainless;4” Dia. Pvc Clean-out;4” Dia. Pvc Elbow, 1/8 Bend; 4" Dia. Pvc Wye; 4” Dia. Pvc P-trap; 4” Dia. X 10' Pvc Pipes, S-1000;4" Dia. Pvc Sanitary Tee;2” Dia. X 4” Dia. Pvc Wye; 2” Dia. Pvc P-trap;2” Dia. Pvc Coupling; 2" Dia.pvc 45 Ø Elbow; 2” Dia. Pvc Clean Out; 2" Pvc Elbow, 1/8 Bend; 2” Dia. X 10' Pvc Pipes, Vtr: S-1000; 2” Dia. X 10' Pvc Pipes, S-900;pvc Cement, 800cc; 1/2" Dia. Ball Faucet, Italy; ½”dia.g.i.elbow,90˚;1/2” Dia. G.i.tee; ½” Dia. X 3” G.i. Nipple; ½” Dia.g.i. Coupling;1/2”die X 20’ G.i Pipes Sch-40;1” Dia. X 20’ G.i.pipes,sch-40; 1” Dia. G.i. Coupling;1”dia. G.i. Gate Valce; Teflon Tape (big); Water Meter. 1100 Electrical Works (q = 1.00 Lot) Includes Led Tube T8 18w 1 X 40 Daylight And Box Type Set; Led Bulb 7w 230v Daylight; Led Bulb 10w 230v Daylight; Ceiling Receptacle 4 ¼”; Single Gang Switch With Led Indicator, 230v; Three Gang Switch With Led Indicator, 230v; Duplex Convenience Outlet 230v; Circuit Breaker 15at 2 Pole Plug In Type, 230v; Circuit Breaker 20at 2 Pole Plug In Type, 230v; Circuit Breaker 30at 2 Pole Plug In Type, 230v; Electrical Panelboard 2 Branches 4 Holes Plug In Type; 2.0mm2 Thhn Stranded Copper Wire; 3.5mm2 Thhn Stranded Copper Wire; 5.5mm2 Thhn Stranded Copper Wire; Pvc 15mm; Pvc Junction Box 4”x4”; Pvc Utility Box 2”x4”; Pvc Coupling 15mm; Hauling Cost Of Materials. 1018 Ceramic Tiles (q= 10.80 Sq.mtrs.) Includes 600mm X 600mm Euro Glazed Tiles, 600mm X 600mm Euro Non-skid Tiles, Tile Trim, Premium Cement, Washed Fine Sand (screened), Tile Grout 2-kg Bag, Tile Adhesive (25-kg Bag), Hauling Cost Of Materials. 1032 Painting And Other Related Works (q=815.47 Sq.mtrs.) Includes Red Oxide Primer, Quick Drying Enamel, Paint Thinner, Flat Latex, Top Coat, Flat Wall Enamel Paint, Plasolux Glazing Putty, Quick Drying Enamel, Paint Thinner, Roller Paint Brush, Paint Brush 3”, Paint Brush 1”, No. 120 Sanding Paper, No. 150 Sanding Paper, Hauling Cost Of Materials. 401(1) Railings (q = 1.00 Lot) Includes Stair Railings (main): 38mm Ø X 6000mm G.i. Pipe (sch.40); Weldding Rod, (aws 6011). Approved Budget For The Contract (abc): P 1,931,521.10 Required Bid Security: 2% Of The Abc If Cash, Manager’s Check; Bank Draft/guarantee, Irrevocable Letter Of Credit Confirmed Or Authenticated By A Universal Or Commercial Bank; And 5% Of The Abc If Surety Bond Callable Upon Demand Issued By A Surety Or Insurance Company Duly Certified By The Insurance Commission As Authorized To Issue Such Security Delivery Period Is Within One Hundred Thirteen (113) Calendar Days From Receipt Of Notice To Proceed. Bidders Should Have Completed, Within Five (5) Years From The Date Of Submission And Receipt Of Bids, A Contract Similar To The Project. The Description Of An Eligible Bidder Is Contained In The Bidding Documents, Particularly, In Section Ii. Instruction To Bidders. Bidding Will Be Conducted Through Open Competitive Bidding Procedures Using A Non-discretionary “pass/fail” Criterion As Specified In The Implementing Rules And Regulations (irr) Of Republic Act (ra) 9184, Otherwise Known As The “government Procurement Reform Act”. Bidding Is Restricted To Filipino Citizens/sole Proprietorships, Partnerships, Or Organizations With At Least Sixty Percent (60%) Interest Or Outstanding Capital Stock Belonging To Citizens Of The Philippines, And To Citizens Or Organizations Of A Country The Laws Or Regulations Of Which Grant Similar Rights Or Privileges To Filipino Citizens, Pursuant To Ra 5183 And Subject To Commonwealth Act 138. Interested Bidders May Obtain Further Information From Iligan City Government And Inspect The Bidding Documents During Office Hours From 8:00 A.m. – 12:00 P.m. And 1:00 P.m. – 5:00 P.m. At The Office Of The Bids And Awards Committee, 2nd Floor City Hall Main Bldg., Buhanginan Hills, Pala-o, Iligan City. The Complete Schedule Of Activities Is Listed, As Follows: Activities Schedule 1.issuance Of Bid Documents: October 18 – November 12, 2024 – 8:00 A.m. At Casimero P. Cabigon Hall, 2nd Floor City Hall Main Bldg., Buhanginan Hills, Palao, Iligan City 2.pre-bid Conference: October 29, 2024 – 9:30 A.m. At Casimero P. Cabigon Hall, 2nd Floor City Hall Main Bldg., Buhanginan Hills, Pala-o, Iligan City 3.submission Of Bids: November 12, 2024 – 9:30 A.m. At Casimero P. Cabigon Hall, 2nd Floor City Hall Main Bldg., Buhanginan Hills, Pala-o, Iligan City 4.opening Of Bids: November 12, 2024 – 9:30 A.m. At Casimero P. Cabigon Hall, 2nd Floor City Hall Main Bldg., Buhanginan Hills, Pala-o, Iligan City A Complete Set Of Bidding Documents Will Be Available To Prospective Bidders Upon Payment Of A Non-refundable Amount Of P 5,000.00 To The Iligan City Government Cashier, At The Bac Office, 2nd Floor, City Hall Main Building, Buhanginan Hills, Pala-o, Iligan City. The Iligan City Government Reserves The Right To Accept Or Reject Any Bid, To Annul The Bidding Process, And To Reject All Bids At Any Time Prior To Contract Award, Without Thereby Incurring Any Liability To The Affected Bidder Or Bidders. Furthermore, The City Government Of Iligan Assumes No Responsibility Whatsoever To Compensate Or Indemnify Bidders For Any Expense Or Loss Incurred In The Preparation And Submission Of The Eligibility Statements And Bids. Approved By: (signed) Darwin J. Manubag, Phd. Bac Chairman Date Of Advertisement/posting: October 18, 2024 Place Of Posting/advertisement: City Hall/ibjt Bulletin Boards, Iligan Official Website, Phil-geps Itb No. 24-120 (ceo-infra)

Details: Description Qty. Description 1 Lot A. General Conditions Complete All Works For The Project “repair And Renovation Of The Office Of Investigation Division, Ciis” Including Supply Of All Materials, Equipment, And Systems, As Well As The Performance Of All Necessary Labor And Processes, In Accordance With The Plans, Specifications, The Bidding Documents, The Terms Of References And Other Related Contract Documents. The Contractor Is Not Limited To The Scope Of Works Listed. He Should Verify All Plans And Actual Conditions For The Necessity Of Work. If The Actual Situation Calls For Demolition, Removal, And Relocation He Shall Include Such And All Concomitant Works To Finish As Part Of The Scope Of Work. Any Discrepancies Found Between The Drawings And Specifications And The Site Conditions Or Any Errors Or Omissions In The Drawings Or Specifications Should Be Clarified With The Architect/consultant/engineer. Should The Contractor Fail To Verify Or Clarify Discrepancies, Errors, Conflicts, Or Omissions In The Drawings And Specifications, It Shall Be Deemed That The Contractor Has Included In The Preparation Of His Bid The Necessary Works, Materials, Or Items Needed To Satisfy The General Scope Of Works. During The Renovation Phase To Completion, The Contractor Shall Deploy A Licensed Civil Engineer And Architect To Supervise And Direct The Work Of His Staff In Carrying Out The Activities Required To Ensure That The Specified Works Are Constructed In Full Accordance With The Approved Contract Documents And Shall Be Responsible For All Aspects Of The Project. B. Scope 1. Mobilization A. Preparation Of Logistics Of Contractor’s Equipment; B. Setting Up Of Temporary Facilities Within The Site; C. Setting Up Of Necessary Water And Power Lines Required For The Project; D. Setting Up Of Temporary Fence Enclosure; E. Installation Of Project Details Tarpaulin Signage (30x20”) With Frame Located At The Front Of The Project Site Location; And F. Inventory Of Items To Turn Over. 2. Demobilization A. Site Demolition And Dismantling Of Existing Concrete Walls, Dry Walls, Ceiling And Electrical Wirings; B. Hauling Of Debris And Materials From The Project Site To The Appropriate Disposal Area; And C. Within 10 Calendar Days Upon Completion Of The Project, The Contractor Shall Submit One (1) Complete Set Of As-built Plans (printed In Blueprinted Paper) Duly Signed And Sealed By The Contractor, Drawn In 24” X 36” Drawing Sheets. 3. Carpentry Works A. Supply And Installation Of 9mm Thk. Ficem Board With Complete Standard Metal Furring Support On All Ceilings As Shown In The Plans And Bill Of Quantities (boq); B. Supply And Installation Of 9mm Thk. Ficem Board With Complete Standard Metal Stud Support On All Drywalls As Indicated In The Plans And Boq; C. Installation Of Fluted Pvc Wall Panel Backdrop As Shown In The Perspective And Boq; And D. Fabrication Of Built-in Cabinets, Shelves And Reception Table As Indicated In The Plans, Perspective And Boq. 4. Painting Works A. All Surface Defects Shall Be Repaired And All Surfaces Shall Be Scraped To Remove Deteriorated Coatings And Other Deleterious Materials. Surfaces Shall Then Be Cleaned With Steam Or With A Commercial Cleaner To Remove All Grease, Oil, And Chemical Residues; B. Prior To Painting Works, Surfaces On Masonry, Wood, And Metal Must Be Free From Any Dirt, Grease, Old Paint, And Rust, Eliminate Loose Or Peeling Paint, And Get Rid Of Rust Deposits Before Applying Primer/putty And Paint Finish; And C. Contractor Shall Ensure That All Delivered Painting Materials To The Work Site Shall Be In Original Containers With Seals And Labels Intact. Containers Shall Not Be Opened Until After They Have Been Inspected By The End-user Or Its Duly Authorized Representative. 5. Finished Hardware A. Supply And Installation Of Tempered Glass Door For The Main Door As Indicated In The Plans And Boq; B. Supply And Installation Of Solid Panel Doors Including Door Jambs And Accessories As Indicated In The Plans And Boq; C. Supply And Installation Of Hidden Door With Pvc Fluted Wall Panel Including Complete Accessories As Indicated In The Plans And Boq; And D. Supply And Installation Of Pvc Doors For Comfort Rooms With Complete Accessories As Specified In The Plans And Boq. 6. Floor And Tiling Works Supply And Installation Of 60cm X 60cm Floor Tiles Including Wall Tiles For Comfort Rooms As Specified In The Plans And Boq. 7. Plumbing Works Replacement Of Water Closets, Wall-hung Lavatories, Urinal, Pipes And Fittings With Complete Accessories As Indicated In The Plans And Boq. 8. Electrical Works A. Supply And Installation Of All Lighting Fixtures As Shown On The Reflected Ceiling Plan (rcp) Or As Specified By The Architect And/or End-user’s Representative; B. Supply And Installation Of Wiring Devices, Switches, Outlets, And Accessories As Shown In The Plans And Boq; And C. Supply And Installation Of Wiring Cables And Roughing-ins As Per Plans And Boq. 9. Concrete And Masonry Works Provision Of Concrete Walls For The Interview Room As Shown In The Plans And Boq. 10. Others Supply And Installation Of 2-pc. 700 Mm Diameter Boc Seals As Indicated In The Plans And Boq. 11. Permits, Licenses, And Taxes A. The Contractor Shall Secure And Pay All Permits, Fees, Licenses, Taxes, Etc. Necessary For The Execution Of The General Construction Works For The Project. B. The Contractor Shall Prepare The Complete Contract Documents Consisting Of Detailed Designs And Construction Drawings (architectural, Electrical, Structural, Mechanical, Plumbing/sanitary, Electronic And Communication Layout) In Accordance With The Municipal Engineering Office For The Building Permit Purposes; And C. The Contractor Shall Prepare A Weekly Progress Report Which Shall Include An Overall Progress Chart Based On Actual Physical Accomplishment Of Construction Work And A Progress Chart Based On Actual Value Of Accomplished Construction Work, Among Others. 12. Certification A. The Contractor Must Possess At Least A Pcab License Category C&d, Size Range Small B; B. The Contractor Shall Submit A Certificate Of Satisfactory Performance Issued By The Bureau Of Customs (boc) (for Entities With Previous/ongoing Contract/s With The Boc); In The Absence Of Contract/s With Boc, From Any Other Office/agency; And C. The Contractor Shall Submit An International Organization For Standardization (iso 9001:2015) Certificate In Construction And Contracting Issued By An Iso Certifying Body. 13. Terms Of Payment The Billing Schedule Specified In The Table Below Shall Be Followed By The Contractor: Order Of Billing Project Accomplishment Percentage First (1st) Billing At Least 50% Of The Work Has Been Accomplished Second (2nd) Billing At Least 80% Of The Work Has Been Accomplished Final Billing 100% Accomplished C. Specifications All Drawings, Whether Small Scale Or Detailed Drawings, Are Intended To Work In Unison With The Specifications And To Form Part Thereof, When Figures Are Given, They Are To Be Followed In Preference To Measurement By Scale. Anything Shown In The Drawings But Not Mentioned In The Specifications (or Vice-versa) Or Anything Not Expressively Set Forth In Either (but Which Is Reasonably Implied) Shall Be Furnished And Installed As Thought Specifically Shown In Mentioned Both. 1. Pre-construction Phase Guidelines A. A Joint Site Inventory Must Be Conducted And Signed By The Contractor, Gsd, And End-user; B. The Contractor Must Submit To Gsd His Program Evaluation Review Technique (pert) Chart/critical Path Method (cpm) Chart In Gantt Chart Form Before The Start Of The Project; C. The Contractor Must Submit To Gsd The List Of Manpower That Shall Be Utilized For The Project Along With Their Respective Designations/roles And Corresponding Qualifications. The Most Notable Figure For The Project Must Be The Project Manager, Preferably An Architect Or Engineer; And D. The Minimum Work Experience Requirements For Key Personnel Are The Following: Key Personnel Requirement Relevant Experience Project-in-charge Bachelor Of Science In Architecture/bachelor Of Science In Civil Engineer (licensed Civil Engineer/ Licensed Architect) And Building Construction Experience Five (5) Years Registered Electrical Engineer Registered Electrical Engineer And Building Construction Experience Five (5) Years Master Plumber Registered Master Plumber And Building Construction Experience Five (5) Years Safety Officer Building Construction Experience, National Certification Level Ii And Construction Occupational Safety And Health (cosh) Certificate Five (5) Years Foreman Building Construction Experience Five (5) Years Carpenter Building Construction Experience Five (5) Years Welder Building Construction Experience And National Certification Level Ii Five (5) Years Plumber Building Construction Experience And National Certification Level Ii Five (5) Years Electrician Building Wiring Installation Experience And National Certification Level Ii Five (5) Years Painter Building Construction Experience Five (5) Years Mason Building Construction Experience Five (5) Years Tile Setter Building Construction Experience Five (5) Years Laborer Building Construction Experience Three (3) Years Warehouseman Building Construction Experience Three (3) Years E. The Minimum Major Equipment Requirements Are The Following: Equipment/tools Number Of Unit/s 1 4x2 Mini Dump Truck (4 Cubic Meter Capacity) 1 Lot/ As Necessary 2 6-wheeler Elf Truck (18ft Length) 1 Lot/ As Necessary 3 One Bagger Concrete Mixer 1 Unit 4 Chipping Gun 1 Unit 5 Jackhammer 1 Unit 6 Rotary Hammer Drill 2 Units 7 Electric Drill 2 Units 8 Cut Off Machine 1 Unit 9 Electric Jig Saw 1 Unit 10 Circular Saw 1 Unit 11 Table Saw 1 Unit 12 Angle Grinder 2 Units 13 300a Welding Machine 2 Units 14 Megger Test Equipment 1 Unit 15 Multi-tester Equipment 1 Unit 16 Self-levelling Laser 2 Units 17 Nail Gun 1 Unit 18 Paint Sprayer 2 Units 19 Air Compressor 2 Units 20 Pipe Fusion Welding Machine 1 Unit 21 Tile Cutter Machine 1 Unit 22 Vacuum Cleaner 2 Units 23 Electric Sander 1 Unit 24 Wood Router 1 Unit 25 Pressure Washer 1 Unit 26 Construction Ladder 1 Lot 27 Scaffolding And Accessories 1 Lot 28 Personal Protective Equipment (ppe) 1 Lot 2. Implementation Phase Guidelines A. The Contractor Must Submit Weekly Progress Reports As Mentioned In Item B.11.c Of This Document Including Photo Documentation And Weather Updates To Gsd; B. The Contractor Must Submit Weekly Their Daily List Of Manpower; C. The Project Manager, Who Must Be A Technical Professional, Must Be Present At The Project Site At All Times To Properly Monitor/oversee The Project As Technical Representative Of The Contractor’s Side; D. Boc, Thru Its Technical Inspection And Acceptance Committee (tiac) For Civil Works, Reserves Its Right To Conduct Monitoring Inspections, Aside From The Inspections For Billing Purposes. The Project Manager Must Always Be Present, Especially During Inspections For Billing Purposes, To Ensure Proper Communication Instead Of Relying On The Foreman Or Laborers Only; E. The Approved Floor Plan And Perspective Drawings Must Be Posted On A Wall Or Board So That They Are Readily Available And Visible Whenever Necessary; F. Materials To Be Used In The Construction/renovation Must Follow Those Specified In This Document (scope Of Work), The Drawings, And/or The Boq. The Contractor Must First Secure Proper Approval Of Materials To Be Installed Via A Written Document Duly Approved By Both The End-user And Gsd. Any Change In Materials Must Also Have Proper Indorsement Thereafter. G. All Testings/activities (e.g., Waterproofing Test, Leak Test, Slump Test, Continuity Test, Insulation Resistance Test, Earthing Test, Pest Control Chemical Certificate, Etc.) Conducted By The Contractor Must Be Done With The Presence Of A Gsd Engineer/architect. Corresponding Reports Must Be Submitted To Gsd For Documentation And Validation Within Three (3) Calendar Days Upon Completion Of The Said Testing/activity; And H. Punchlisting Shall Be Conducted Upon 95.00% Completion As Ascertained By The Tiac. 3. Carpentry Works All Wood Shall Be Treated With Colorless Anti-termite Wood Preservatives. A. Ceiling Ceiling Works Shall Utilize 9mm Ficem Board With Complete Standard Metal Furring Supports. B. Wall Drywall Partition Use 9mm Thk. Ficem Board With Complete Standard Metal Studs Supports. 4. Tiling Works Tiles And Their Accessories Must Be Free From Defects That Affect Their Quality, Appearance, And Strength. All Tiles Shall Be Set To Correct Grades And Levels True To Lines, Laid Even. Submit Material For Approval. Use 60 X 60 Cm Floor And Wall Tiles In All Areas, Including The Wall Tiles For The Comfort Rooms. Use Heavy-duty Tile Adhesive And Tile Grout Joint Filler. Use T-trim/threshold Between Two Different Tile Materials. 5. Painting Application Of Plastered Paint Finish On All Interior And Exterior Walls/partitions, Ceiling, And Concrete Surfaces Within The Scope Of The Interior And Exterior Renovation Works Unless Otherwise Indicated In The Plans And Specifications. A. All Paint And Accessories, Materials Incorporated In Or Forming A Part Thereof Shall Be Subject To The Approval And Selection Of Color, Tint, Finish, Or Shade By The Architect; B. Painting Of All Surfaces, Except Otherwise Specified Shall Be (3) Coats Work, One Primer And Two Finish Coats; C. All Paint Materials Shall Meet The Requirements Of Paint Materials Under Class A; D. All Surfaces To Be Painted Shall Be Examined Carefully Before Beginning Any Painting Work, And Other Trade Works Installed In Workmanship Condition To Receive Paint Or Ant Particular Finish; E. All Paint Materials Shall Meet The Requirements Of The Specifications Set By Gsd And Shall Be Delivered On The Job In The Original Container, With Labels Intact And Seal Unbroken. F. Concrete Surfaces; Latex Paint Shall Be Used, And Preparation And Application Must Be According To The Manufacturer’s Instructions. G. Drywalls; Latex Paint Shall Be Used, And Preparation And Application Must Be According To The Manufacturer’s Instructions. Use Spray Paint For Cubicle Partition Only; H. Wooden And Metal Surfaces; Automotive Lacquer Paint Shall Be Used, And Preparation And Application Must Be According To The Manufacturer’s Instructions. Use Spray Paints; And I. Color Pigments Shall Be Used To Produce The Exact Shades Of Paint, Which Shall Conform To The Approved Color Scheme. 6. Electrical Works A. Quality Assurance - All Materials To Be Used Shall Be New And Shall Conform With The Reference Codes And Standards. Use Of Materials Shall Be Further Be Governed By Other Requirements, Impose On Other Sections Of These Specifications. Materials Shall Be Subjected To The Necessary Tests For Their Suitability Where Required; B. Alternate Materials - Use Of Any Material, Not Specified In These Specifications May Be Allowed Provided Such Alternate Has Been Approved By The Agency In Accordance With Generally Accepted Standards; C. Identification Of Materials - Each Length Of Pipe, Fitting, Box, Fixture, And Device Used In The Electrical System Shall Have Cast, Stamped Or Indelibly Marked On It The Manufacturer's Trademark Or Name, The Weight, Type And Classes Or Product When So Required By The Standards Mentioned Above; D. Wires And Cables; I. All Wires Shall Be Copper, Soft-drawn And Annealed, Shall Be Of 99% Conductivity, Shall Be Smooth And True And Of The Cylindrical Form And Shall Be Within +/-1% Variation Of The Actual Size Called For. Ii. Wires And Cables Shall Be Plastic Insulated For 600 Volts Working Pressure, Type Thermoplastic High Heat-resistant Nylon-coated (thhn) Unless Otherwise Noted. Iii. All Wires And Cables Shall Be Color Coded, Color-coding Of Wires Are As Follows: (a) Line 1 – Red (b) Line 2 – Yellow (c) Line 3 – Blue Iv. Minimum Size Of Branch Circuit Wire Shall Be 3.5 Mm2 Thhn For Power And Lighting System With 3.5mm2 Thhn Minimum Ground Wire. V. Wires 3.5 Mm2 And Bigger Shall Be Stranded. E. Switches; And I. Switches Shall Be Flush Mounted And Rated At 15 Amperes (amps), 250 Volts, One Way, Three-way As Required. Ii. Switches Shall Be Quiet Type, Spring Loaded, And The Cover Plates Shall Be Subject To The Approval Of The Architect And The Engineer. F. Receptacles I. Receptacles Shall Be Duplex, Flush Mounted And Rated At 10 Amps., 250 Volts, Parallel Or Tandem Slots With Grounding Slots As Required. All 110 Volts Receptacle Outlets Shall Be Rated 15 Amps, 120 Volts. 220 Volts Receptacle Outlets Shall Be Distinct From The 110 Volts Receptacle Outlets In Terms Of Configurations And Shall Be Provided With Markings. Ii. Cover Plates Shall Be Subject To The Approval Of The Architect And The Engineer. Stainless Steel Cover Plate Shall Be Required On All Wet Or Damped Area. Iii. All Receptacle Outlets With Ground-fault Circuit Interrupters (gfci) Shall Be Rated For 250 Volts Application With A Sensitivity Setting Of 300 Milliamps. 7. Plumbing Works A. All Works, Comply With The Requirements And Provisions Of The National Plumbing Code Of The Philippines; B. All Fixtures Shall Be Separately Trapped. The Traps Shall Be Placed As Near As Possible To The Fixtures; And C. No Fixtures Shall Be Double-trapped. Interested Suppliers Are Required To Submit Original/certified True Copy Of The Following: 1) Valid And Current Mayor’s Permit, (in Case Of Expired Mp/bp, Submit Copy Of Recently Expired Permit And Official Receipt As Proof Of Renewal), 2) Dti/sec Registration (for Partnerships/corporations, Attach General Information Sheet & Articles Of Incorporation), 3) Philgeps Registration Certificate, 4) Original Duly Signed Omnibus Sworn Statement (oss) And Original Notarized Secretary’s Certificate In Case Of A Corporation, Partnership, Or Cooperative; Or Original Special Power Of Attorney Of All Members Of The Joint Venture Giving Full Power And Authority To Its Officer To Sign The Oss And Do Acts To Represent The Bidder, 5) Latest Income/business Tax Return, 6) Pcab License (license Category - C & D, Size Range - Small B), 7) Certificate Of Satisfactory Performance Issued By The Bureau Of Customs (for Contracts Entered Into With The Bureau) Or From Any Other Office/agency, If The Former Is Not Applicable And 8) Duly Signed Price Quotation Form (annex “a”). All Must Be Properly Signed And Sealed. Must Be Submitted In Hard Copy. Submission Of Quotation And Eligibility Documents In Hard Copy Is On Or Before November 04, 2024, 10:00 A.m., At General Services Division (gsd), Ground Floor, Ocom Building, Port Area, Manila. Award Of Contract Shall Be Made To The Lowest Quotation, Which Complies With The Minimum Description As Stated Above And Other Terms And Conditions Stated In The Price Quotation Form. Awarded Bidder Must Secure Performance Security/performance Bond 30% Of Contract Price Upon Receipt Of Notice Of Award. Any Interlineations, Erasures Or Overwriting Shall Be Valid Only If They Are Signed Or Initialed By The Bidder Or His/her Duly Authorized Representative/s. The Boc Reserves The Right To Accept Or Reject Any Or All Quotations And To Impose Additional Terms And Conditions As It May Deem Proper.

Details: Description Invitation To Bid The Iligan City Government Bids And Awards Committee (bac), Through General Fund Intend To Apply The Sum Of P 2,898,505.28 Being The Approved Budget For The Contract (abc) To Payments Under The Contract For Construction Of Icadac Permanent Office, Brgy. Pala-o Iligan City With Project No. Cb(b)-24-128 (ceo-infra). Bids Received In Excess Of The Abc Shall Be Automatically Rejected At Bid Opening. The Iligan City Government Bids And Awards Committee Now Invites For The Supply And Delivery Of Items Below-stated: Particulars Construction Of Icadac Permanent Office, Brgy. Pala-o Iligan City • General Requirements *permits & Clearances; *installation Of Project Billboard,2 Sets; *occupational Safety & Health Program; • Removal Of Structures, Obstructions, Clearing & Grubbing *existing Concrete Structures; *cutting Of Trees •earthworks *excavation For Foundation ,tie Beam, Zocalo, Catch Basin, Wall-footing & Septic Vault; *backfilling & Compaction For The Slab On Grade; *gravel Bedding For Foundation ,slab On Grade, Tie Beam, Zocalo, Wall-footing, Septic Vault, & Catch Basin; • Concrete Works, Forms & Scaffoldings *concrete Pouring For Foundation, Columns, Tie Beam, Roof Beams, Septic Vault Flooring (top & Bot), Zocalo (foundation), Ramp Flooring , Wall-footing (foundation), Slab On Grade, & Catch Basin Flooring (top & Bot); • Masonry Works *installation Of 4" X 8" X 16" Concrete Hollow Blocks (chb) For Wallings At Ground Floor ,wall-footing , Septic Vault, Catch Basin,& Zocalo, W/plaster Finish,& Smooth On Expose Areas; *using 10mmø X 6m Deformed Steel Bars W/#16 G.i Tie Wire; And Vertical Spaced @600mm O.c & For Horizontal, Every @ 3rd Layer; • Steel Reinforcement *using 10mmø, 12mmø,& 16mmø Deformed Steel Bars W/#16 G.i Tie Wire; • Paint Works & Finishes; *skim Coating & Paint Works For All Wallings And Columns At Ground Floor; •tinsmithry Works *installation Of 0.4mm Thk. Colored Root Long-span Rib Type,0.4mm Thk. Pre-fab Flashing Gutter,0.4mm Thk. Pre-fab Fascia Cover, & 0.30m X 2.40m X 0.4mm Thk . Pre-fab Colored Gutter Spanish Type W/complete Accessories; • Ceiling Works *installation Of 4' X 8' X 4.5mm Thk. Fiber Cement Board (fcb) Including 19mm X 50mm X 0.5mm Thk. Double Furring W/complete Accessories ; • Tile Works *installation Of 300mm X 300mm Non-skid Ceramic Floor Tiles, 300mm X 600mm Ceramic Wall Tiles W/pvc Tile Trim & 600mm X 600mm Floor Tiles; • Doors & Windows *installation Of Pre-fab Wooden Panel Door & Flush Door W/complete Accessories; & Aluminum Glass Door; *installation Of Fixed, Sliding & Awning Glass Window On Aluminum Frame W/complete Accessories; • Electrical Works; *installation Of Electrical Wirings , Connections W/complete Accessories & Fixtures; • Plumbing Works *installation Of Pvc Pipes, Fittings & G.i Pipes; *installation Of G.i Basket Strainer, Pipe Strap/clip W/nut & Washer For 3"ø Pipe (downspout); *installation Of Plumbing Fixtures Such As, Water Closet, Lavatory, Stainless Floor Drain, Stainless Wall Faucet, *installation Of Motor Pump, Water Meter, Check Valve, Gate Valve & Stainless Handrail Grab-bar; • Steel Works *fabrication & Installation Of 2" X 6" X 1.20mm Thk. Channel For Steel Trusses & Web Members, 1" X 1" X 4.0mm Thk. Angle Bar & 1" X 3.0mm Thk. Flat Bar For Steel Fascia Frame; *installation Of 2" X 4" X 1.0mm Thk. C-purlins W/ 10mmø Sagrods And Installation Also Of 6mm Thk. Base Plate And Must Be Full Weld On Steel Trusses At The Top Of The Column W/4-10mmø Anchor Bolt W/ Nut & Washer To Be Full Weld On Vertical Bars; *installation Of 1-1/2"ø Stainless Steel Pipe Railings- Grade 304 For Ramp Only; *all Steel Works Must Be Coat With Epoxy Primer; I. Permit & Clearances (q = 1.00 Lumpsum) Includes Fire, Brgy. Clearance For Construction Fee, Professional Fee, White Print (a-3)- 6 Sets Of Plans. Ii. Construction Safety And Health Program (q = 1.00 Lot) Includes Safety Shoes, Safety Helmet, Safety Gloves, Specialized Ppe, First Aide Kit & Medicines. Iii. Project Billboard (q = 2.00 Set/s) Includes 4' X 8' Tarpaulin Print Billboard, 8' X 8' Tarpaulin Print Billboard, 2"x 2"x 8' Coco Lumber, 2"x 2"x 10' Coco Lumber, 2"x 2"x 14' Coco Lumber, Assorted Sizes C.w Nails. Iv. Mobilization & Demobilization (q = 1.00 Lot) V. Removal Of Structures, Obstructions & Clearing & Grubbing (q = 1.00 Lot) Includes Existing Concrete Structures, Cutting Of Trees. Vi. Earthworks (q = 78.01 Cu.m.) Includes Volume To Be Excavated, Volume To Be Backfilled/re-use, Pit Run Soil/earthfill, Gravel Bedding (1-1/2"ø). Vii. Concrete Works, Formworks And Scaffoldings (q = 25.98 Cu.m.) Includes Portland Cement, Washed Sand, Washed Gravel, 4' X 8' X 1/2" Thk. Ordinary Plywood, Assorted Sized Coco Lumber, Assorted Sized C.w Nails. Viii. Masonry Works (q = 231.21 Sq.m.) Includes 4" X 8" X 16" Chb, Portland Cement, Washed Sand, 10mm Dia. X 6m Dsb, #16 G.i Tie Wire. Ix. Steel Reinforcements (q = 2,720.67 Kgs.) Includes 10mm Dia. X 6m Dsb, 12mm Dia. X 6m Dsb, 16mm Dia. X 6m Dsb, #16 G.i Tie Wire. X. Steel Works (q = 1,027.28 Kg/s) Includes 2" X 6" X 1.20mm Thk. Channel (rafter/truss) - 32pcs, 1" X 1" X 4.0mm Thk. Angle Bar - 18pcs, 1" X 3.0mm Thk. Flat Bar - 8pcs, 2" X 4" X 1.0mm Thk. C-purlins - 36pcs, Sagrods-10mmø X 6mm Dsb- 6pcs, 1-1/2"ø X 6m X 1.2mm Thk. Stainless Steel Pipe- Grade 304, 4' X 8' X 6mm Thk. Mild Steel Plate, 10mmø Anchor Bolt (l-type) W/5% Wastage, Welding Rod (6011), Stainless Welding Rod, Epoxy Primer, 4" Paint Brush, 4"ø Cutting Disc, 4"ø Grinding Disc, Assorted Sand Paper. Xi. Tinsmithry ( Q = 127.92 Sq.m.) Includes 0.4mm Thk. Colored Roof Long Span Rib Type, Pre-fab Colored Ridge Roll, 0.4mm Thk. X 8', Pre-fab Colored Flashing Gutter, 0.4mm Thk. X 8', 0.30m X 2.40m X 0.4mm Thk. Pre-fab Colored Gutter Spanish Type, Pre-fab Colored Fascia Cover, 0.4mm Thk. X 8', Sealant, Teksrew, Blind Rivets (1000pcs/box), Riveter, Aviation Metal Snip Scissor. Xii. Paint Works & Finishes ( Q = 336.30 Sq.m.) Includes Skim Coat, Neutralizer, Flat Latex Primer, Masonry Putty, Top Coat (1st & 2nd Coat), Baby Roller #4 Mini, Tray Paint, Paint Brush 2", Sand Paper. Xiii . Ceiling Works (q = 80.00 Sq.m.) Includes 4' X 8' X 4.5mm Thk. Fcb, A = 80.00 Sq.m; 19mm X 50mm X 0.5mm Thk. X 5m Double Furring; W-clip; Blind Rivets (1000pcs/box); 1" X 3mm Screw; 300mm X 300mm Wall Exhaust Fan; Concrete Nails; Aviation Metal Snip Scissor; Riveter. Xiv. Tile Works (q = 107.00 Sq.m.) Includes 600mm X 600mm Ceramic Floor Tiles, A= 76.79 Sq.m; 300mm X 300mm Non Skid Ceramic Floor Tiles, A = 6.81 Sq.m; 300mm X 600mm Ceramic Wall Tiles, A = 23.40 Sq.m; Pvc Tile Trim, 6mm X 2.40m; Tile Adhesive, Heavy Duty; Tile Grout; Portland Cement; Washed Sand; Tile Cutter Disc. Xv. Doors & Windows ( Q = 28.00 Set/s) Includes D1: 1-panel, 1000mm X 2100mm Aluminum Push & Pull Glass Door W/complete Accessories; D2: D2: 900mm X 2100mm Pre-fab Wooden Panel Door W/complete Accessories, (2" X 6" Door Jamb, Kiln Dried, 4 Sets Steel Hinges & Heavy Duty Door Knob); D3: D3: 800mm X 2100mm Pre-fab Wooden Panel Door W/complete Accessories, (2" X 6" Door Jamb, Kiln Dried, 4 Sets Steel Hinges & Heavy Duty Door Knob); D4: 700mm X 2100mm Flush Door W/complete Accessories, (2" X 6" Door Jamb, Kiln Dried, 3 Sets Steel Hinges & Heavy Duty Door Knob); Ds: 1000mm X 2100mm Pre Fab Flush Door W/ss Kick Plate & Louver W/complete Accessories, (2" X 6" Door Jamb, Kiln Dried, 4 Sets Of Steel Hinges & Heavy Duty Lever Type Door Knob); W1: 2-panels, 1200mm X 1600mm Sliding Glass Window W/complete Accessories On Aluminum Frame W/complete Accessories (flush Lock - Heavy Duty); W2: 3-panels, 1200mm X 2300mm Sliding Glass Window W/complete Accessories On Aluminum Frame W/complete Accessories (flush Lock - Heavy Duty); W3: 4-panels, 1200mm X 3100mm Sliding Glass Window W/complete Accessories On Aluminum Frame W/complete Accessories (flush Lock - Heavy Duty); W4: 1-panel, 1100mm X 1200mm Fixed Window W/complete Accessories On Aluminum Frame W/complete Accessories; Ws: 1-panel, 300mm X 300mm Awning Glass Window W/complete Accessories On Aluminum Frame W/complete Accessories (2pcs Stainless Hinges & Heavy Duty Cam Handle Lock) Xvi. Electrical Works (q = 1.00 Lot) Includes Service Entrance Cap,1" 1/2 Ø; Emt Pipe,1"1/2 X10'; Secondary Rack W/spool Insulator,2-pole,w/ Screws; Grounding Rod,10ft,1/2", Copper Plated; Ground Clamp, 1/2", Copper Plated; Panel Board Tqd 2-pole Main, 12 Branches 2-pole Tqc, Bolt-on; Moulded Case Circuit Breaker, 150at,2p, 30kaic @ 415vac; Circuit Breaker, 15a,bolt-on, 2pole, 220v, 60hz; Circuit Breaker, 20a, Bolt-on, 2pole, 220v, 60hz; Circuit Breaker, 30a, Bolt-on, 2pole, 220v, 60hz; Grounding Busbar, Copper; Cu Wire, 2.0mm2,thhn/ Thwn-2, Stranded; Cu Wire, 3.5mm2, Thhn/thwn-2, Stranded;cu Wire,;5.5mm2,thhn(thwn-2,;stranded; Cu Wire, 14mm2,thhn(thwn-2, Stranded; Cu Wire, 50mm2,thhn(thwn-2, Stranded; Switch,16a,spst,w/plate,1-gang; Switch, 16a,spst,w/plate, 2-gang; Switch, 16a,spst,w/plate, 3-gang; Duplex Universal Outlet W/ Ground & Shutter Set, 250vac, 15a; Aircon Outlet W/ Ground, 1gang, 20a; Utility Box,4x2x1.5 In, Pvc; Led Panel Light, 40 Watts, 40001m,30x30 Cm,220-240vac; Led Panel Light,72 Watts, 59001m, 120x60 Cm,220-240vac; Led Round Recessed Pinlight Housing W/ Beehive Reflector W/ Glass Cover,e27 Fixture,6"; Led Bulb, Lw,e-27; Junction Box With Cover And Screws,pvc; Pvc Flexible Hose 1/2" X 100 Meters Corrugated Flex Pipe Fire; Pvc Conduit Pipe,15mm Dia X 3m; Solvent Cement 100cc; Assorted Pvc Connectors; Electrical Tape 3/4" X20yds. Xvii. Plumbing Works (q = 1.00 Lot) Includes 4" Dia. X 10' Pvc Pipe S-1000; 4" Dia. Pvc Sanitary Wye, S-1000; 4" Dia. Pvc Sanitary Tee, S-1000; 4" Dia. Pvc Elbow, 1/4 Bend (90 Deg.); 4" Dia. Pvc Elbow, 1/8 Bend (45 Deg.); 4" X 2" Sanitary Tee; 4" Dia. Pvc Clean Out W/adapter & Plug; 3" Dia. X 10' Pvc Pipe S-1000; 3" Dia. Pvc Elbow, 1/4 Bend (90 Deg.); 3" Dia. Pvc Elbow, 1/8 Bend (45 Deg.); 3" Dia. Pvc Clean Out W/adapter & Plug; 3" X 2" Pvc Sanitary Wye; Pvc Pipe Strap/clip; Bolt (54pcs), Nut (54pcs) And Washer (54pcs); 2" Dia. X 10' Pvc Pipe S-1000; 2" Dia. Pvc Tee; 2" Dia. Pvc Cross Tee; 2" Dia. Pvc P-trap; 2" Dia. Pvc Elbow, 1/4 Bend (90 Deg.); 2" Dia. Pvc Elbow, 1/8 Bend (45 Deg.); Pvc Cement, 400cc; 1/2" Dia. X 20' G.i Threaded Pipe Water Supply Line; 1/2" Diam. G.i Threaded Pipe Elbow, 90deg.; 1/2" Diam. G.i Threaded Pipe Tee; 1/2" Diam. G.i Threaded Union Patente; G.i Basket Strainer;4" X 4" Stainless Floor Drain; Water Closet W/complete Fittings/accessories-heavy Duty; Lavatory -heavy Duty; Stainless Water Faucet (for Lavatory), W/complete Accessories-heavy Duty; Wall Faucet, W/complete Accessories-heavy Duty; Stainless Steel Pwd Handrail Grab Bar-grade 304 W/complete Accessories; 1hp Motor Pump, Heavy Duty; Water Meter-heavy Duty; Gate Valve-heavy Duty; Check Valve Heavy Duty; Teflon Tape, 3/4" X 10m. Approved Budget For The Contract (abc): P 2,898,505.28 Required Bid Security: 2% Of The Abc If Cash, Manager’s Check; Bank Draft/guarantee, Irrevocable Letter Of Credit Confirmed Or Authenticated By A Universal Or Commercial Bank; And 5% Of The Abc If Surety Bond Callable Upon Demand Issued By A Surety Or Insurance Company Duly Certified By The Insurance Commission As Authorized To Issue Such Security Delivery Period Is Within One Hundred Forty (140) Calendar Days From Receipt Of Notice To Proceed. Bidders Should Have Completed, Within Five (5) Years From The Date Of Submission And Receipt Of Bids, A Contract Similar To The Project. The Description Of An Eligible Bidder Is Contained In The Bidding Documents, Particularly, In Section Ii. Instruction To Bidders. Bidding Will Be Conducted Through Open Competitive Bidding Procedures Using A Non-discretionary “pass/fail” Criterion As Specified In The Implementing Rules And Regulations (irr) Of Republic Act (ra) 9184, Otherwise Known As The “government Procurement Reform Act”. Bidding Is Restricted To Filipino Citizens/sole Proprietorships, Partnerships, Or Organizations With At Least Sixty Percent (60%) Interest Or Outstanding Capital Stock Belonging To Citizens Of The Philippines, And To Citizens Or Organizations Of A Country The Laws Or Regulations Of Which Grant Similar Rights Or Privileges To Filipino Citizens, Pursuant To Ra 5183 And Subject To Commonwealth Act 138. Interested Bidders May Obtain Further Information From Iligan City Government And Inspect The Bidding Documents During Office Hours From 8:00 A.m. – 12:00 P.m. And 1:00 P.m. – 5:00 P.m. At The Office Of The Bids And Awards Committee, Room 205, Left Wing, 2nd Floor, Sp Bldg., Buhanginan Hills, Palao, Iligan City. The Complete Schedule Of Activities Is Listed, As Follows: Activities Schedule 1.issuance Of Bid Documents: October 29 – November 19, 2024 – 8:00 A.m. At Room 205, Left Wing, 2nd Floor, Sp Bldg., Buhanginan Hills, Palao, Iligan City. 2.pre-bid Conference: November 5, 2024 – 9:30 A.m. At Casimero P. Cabigon Hall, 2nd Floor City Hall Main Bldg., Buhanginan Hills, Pala-o, Iligan City 3.submission Of Bids: November 19, 2024 – 9:30 A.m. At Casimero P. Cabigon Hall, 2nd Floor City Hall Main Bldg., Buhanginan Hills, Pala-o, Iligan City 4.opening Of Bids: November 19, 2024 – 9:30 A.m. At Casimero P. Cabigon Hall, 2nd Floor City Hall Main Bldg., Buhanginan Hills, Pala-o, Iligan City A Complete Set Of Bidding Documents Will Be Available To Prospective Bidders Upon Payment Of A Non-refundable Amount Of P 5,000.00 To The Iligan City Government Cashier, At The Bac Office, 2nd Floor, City Hall Main Building, Buhanginan Hills, Pala-o, Iligan City. The Iligan City Government Reserves The Right To Accept Or Reject Any Bid, To Annul The Bidding Process, And To Reject All Bids At Any Time Prior To Contract Award, Without Thereby Incurring Any Liability To The Affected Bidder Or Bidders. Furthermore, The City Government Of Iligan Assumes No Responsibility Whatsoever To Compensate Or Indemnify Bidders For Any Expense Or Loss Incurred In The Preparation And Submission Of The Eligibility Statements And Bids. Approved By: (signed)darwin J. Manubag, Phd. Bac Chairman Date Of Advertisement/posting: October 29, 2024 Place Of Posting/advertisement: City Hall/ibjt Bulletin Boards, Iligan Official Website, Phil-geps Itb No. 24-128 (ceo-infra)

Details: Description Qty. Description 1 Lot A. General Conditions Complete All Works For The Project “repair And Renovation Of Ocom Electrical Room Including Roofing Works” Including Supply Of All Materials, Equipment, And Systems, As Well As The Performance Of All Necessary Labor And Processes, In Accordance With The Plans, Specifications, The Bidding Documents, The Terms Of References And Other Related Contract Documents. The Contractor Is Not Limited To The Scope Of Works Listed. He Should Verify All Plans And Actual Conditions For The Necessity Of Work. If The Actual Situation Calls For Demolition, Removal, And Relocation He Shall Include Such And All Concomitant Works To Finish As Part Of The Scope Of Work. Any Discrepancies Found Between The Drawings And Specifications And The Site Conditions Or Any Errors Or Omissions In The Drawings Or Specifications Should Be Clarified With General Services Division (gsd) Architect /engineer. Should The Contractor Fail To Verify Or Clarify Discrepancies, Errors, Conflicts, Or Omissions In The Drawings And Specifications, It Shall Be Deemed That The Contractor Has Included In The Preparation Of His Bid The Necessary Works, Materials, Or Items Needed To Satisfy The General Scope Of Works. B. Scope 1. Mobilization A. Preparation Of Logistics Of Contractor’s Equipment; B. Setting Up Of Temporary Facilities Within The Site; C. Setting Up Of Necessary Water And Power Lines Required For The Project; D. Setting Up Of Temporary Fence Enclosure; E. Installation Of Project Details Tarpaulin Signage (30x20”) With Frame Located At The Front Of The Project Site Location; And F. Inventory Of Items To Turn-over. 2. Site Works A. Site Demolition And Dismantling; And B. Hauling Of Debris. 3. Structural Works A. Supply, Fabrication And Installation Of Roof Beam As Indicated In The Plans And Bill Of Quantities (boq); B. Supply, Fabrication, And Installation Of Steel Trusses; And C. Supply, Fabrication, And Installation Of Roof. 4. Masonry Works A. Supply And Laying Of 4” Non-bearing Concrete Hollow Block (chb) Including Plastering; B. Concrete Pouring Of Stairs Including Concrete Topping As Indicated In The Plan; And C. Restoration Of Demolished/dismantled Concrete Plant Boxes, Sidewalk, And Road For The Installation Of Downspout Pvc Pipe. 5. Carpentry Works A. Supply And Installation Of Ceiling Board With Complete Standard Metal Furring Support On All Ceilings As Indicated In The Plans And Boq; And B. Supply And Installation Of Ceiling Eaves Ventilation Grilles With Metal Mesh; 6. Doors And Windows A. Supply And Installation Of All Doors With Corresponding Door Jambs As Indicated In The Plans And Boq; 7. Electrical Works A. Dismantling Of Existing Lighting Fixture, Wiring Devices, Roughing-ins/raceways, And Accessories; B. Supply And Installation Of Complete Electrical System As Indicated In The Plans; C. Supply And Installation All Lighting Fixtures As Shown On The Reflected Ceiling Plan (rcp) Or As Specified By The Architect And/or End-user’s Representative; D. Supply And Installation Of Wiring Devices, Switches, Outlets, And Accessories As Indicated In The Plans And Boq; E. Supply And Installation Of Wiring Cables And Roughing-ins As Per Plans And Boq; F. All Exposed Existing Electrical Wirings, Data Cable And Telephone Line Inside The Building Shall Be Covered Using Upvc Moldings, Use Appropriate Size To Accommodate The Wires And Cables With Proper Insulation, Do Not Combine The Electrical Wire, Data Cable And Telephone Line On The Same Raceways; G. Supply And Installation Of Cable Trunking With Cover, Distribution Board Dead Front And Door As Per Existing Panel Board. H. Complete Testing And Commissioning Of All Electrical Lighting, Power And Auxiliary Systems Using Valid Calibrated Test Equipment’s With Gsd Representative; I. Submission Of All Test Reports; J. All Wiring Devices (convenience Outlet, Lights, Switches, And Data/tel) And Distribution Boards/sub-main Distribution Board Shall Be Labelled Using Labelling Machine As Per Electrical Design Plan; And K. Securing Of Electrical Wiring Permit And Certificate Of Electrical Inspection. 8. Plumbing Works A. Installation Of New Downspout; B. Tapping Of New Downspout To The Nearest Drainage Line; And C. Any Necessary Fittings And Accessories Not Indicated In The Plans Shall Be Provided To Complete The Installation. 9. Painting Works A. All Surface Defects Shall Be Repaired, And All Surfaces Shall Be Scraped To Remove Deteriorated Coatings And Other Deleterious Materials. Surfaces Shall Then Be Cleaned With Steam Or With A Commercial Cleaner To Remove All Grease, Oil, And Chemical Residues; B. Prior To Painting Works, Surfaces On Masonry, Wood, And Metal Must Be Free From Any Dirt, Grease, Old Paint, And Rust, Eliminate Loose Or Peeling Paint, And Get Rid Of Rust Deposits Before Applying Primer/putty And Paint Finish; C. Painting Of Floor, Walls, And Ceiling As Indicated In The Plans And Boq; And D. Contractor Shall Ensure That All Delivered Painting Materials To The Work Site Shall Be In Original Containers With Seals And Labels Intact. Containers Shall Not Be Opened Until After They Have Been Inspected By The End-user Or Its Duly Authorized Representative. 10. Airconditioning Works A. Relocation Of Existing Air-cooled Condensing Unit (accu) Including Installation Of New Copper Tubing With Insulation, Wiring, Fan Coil Unit (fcu) Drain Including Tapping. 11. Demobilization A. Turn-over Of Items Covered By Inventory Submitted During Mobilization; B. General Site Cleaning; C. Submit Working Drawings (as-built Plan) Of The Following: I. Architectural – Signed And Sealed By Registered And Licensed Architect Only. Ii. Structural – Signed And Sealed By Registered Civil Engineer Only. Iii. Electrical – Signed And Sealed By Professional Electrical Engineer Only. Iv. Electronics – Signed And Sealed By Professional Electronics And Communication Engineer Only. V. Plumbing – Signed And Sealed By Registered Sanitary Engineer Or Registered Master Plumber Only. D. Hauling Of Debris And Materials From The Project Site To The Appropriate Disposal Area; And E. Removal And Hauling Of Tools And Equipment From The Project Site. 12. Permits, Licenses, And Taxes A. The Contractor Shall Secure And Pay All Permits, Fees, Licenses, Taxes, Etc. Necessary For The Execution Of The General Construction Works For The Project. B. The Contractor Shall Prepare The Complete Contract Documents Consisting Of Detailed Designs And Construction Drawings (architectural, Electrical, Structural, Mechanical, Plumbing/sanitary, Electronic And Communication Layout) In Accordance Needed By The Municipal Engineering Office For The Building Permit Purposes; And C. The Contractor Shall Prepare A Weekly Progress Report Which Shall Include An Overall Progress Chart Based On Actual Physical Accomplishment Of Construction Work And A Progress Chart Based On Actual Value Of Accomplished Construction Work, Among Others. 13. Certifications A. The Contractor Must Possess At Least A Pcab License Category C&d, Size Range Small B; B. The Contractor Shall Submit A Certificate Of Satisfactory Performance Issued By The Bureau Of Customs (boc) (for Entities With Previous/ongoing Contract/s With The Bureau); In The Absence Of Contract/s With Boc, From Any Other Office/agency; And C. The Contractor Shall Submit An International Organization For Standardization (iso 9001:2015) Certificate In Construction And Contracting Issued By An Iso Certifying Body. 14. Payment Terms The Schedule Of Billing Specified In The Table Below Shall Be Followed By The Contractor: Order Of Billing Project Accomplishment Percentage First (1st) Billing At Least 50% Of The Work Has Been Accomplished Second (2nd) Billing At Least 80% Of The Work Has Been Accomplished Final Billing 100% Accomplished C. Specifications All Drawings, Whether Small Scale Or Detailed Drawings, Are Intended To Work In Unison With The Specifications And To Form Part Thereof, When Figures Are Given, They Are To Be Followed In Preference To Measurement By Scale. Anything Shown In The Drawings But Not Mentioned In The Specifications (or Vice-versa) Or Anything Not Expressively Set Forth In Either (but Which Is Reasonably Implied) Shall Be Furnished And Installed As Thought Specifically Shown In Mentioned Both. 1. Pre-construction Phase Guidelines A. A Joint Site Inventory Must Be Conducted And Signed By The Contractor, Gsd, And End-user; B. The Contractor Must Submit To Gsd His Program Evaluation Review Technique (pert) Chart/critical Path Method (cpm) Chart In Gantt Chart Form, Manpower Schedule And Equipment/tools Utilization Schedule Before The Start Of The Project; C. The Contractor Must Submit To Gsd The List Of Manpower That Shall Be Utilized For The Project Along With Their Respective Designations/roles And Corresponding Qualifications. The Most Notable Figure For The Project Must Be The Project Manager, Preferably An Architect Or Engineer; And D. The Minimum Work Experience Requirements For Key Personnel Are The Following: Key Personnel Requirement Relevant Experience Project-in-charge Bachelor Of Science In Architecture/bachelor Of Science In Civil Engineer (licensed Civil Engineer/ Licensed Architect) And Building Construction Experience Five (5) Years Safety Officer Building Construction Experience, National Certification Level Ii And Construction Occupational Safety And Health (cosh) Certificate Three (3) Years Foreman Building Construction Experience Five (5) Years Carpenter Building Construction Experience Five (5) Years Welder Building Construction Experience And National Certification Level Ii Five (5) Years Plumber Building Construction Experience And National Certification Level Ii Five (5) Years Electrician Building Wiring Installation Experience And National Certification Level Ii Five (5) Years Painter Building Construction Experience Five (5) Years Mason Building Construction Experience Five (5) Years Laborer Building Construction Experience Three (3) Years Warehouseman Building Construction Experience Three (3) Years E. The Minimum Major Equipment Requirements Are The Following: Equipment/tools Number Of Unit/s 1 4x2 Mini Dump Truck (4 Cubic Meter Capacity) 1 Lot/ As Necessary 2 6-wheeler Elf Truck (18ft Length) 1 Lot/ As Necessary 3 Chipping Gun 1 Unit 4 Rotary Hammer Drill 2 Units 5 Electric Drill 2 Units 6 Cut Off Machine 1 Unit 7 Angle Grinder 2 Units 8 300a Welding Machine 2 Units 9 Multi-tester Equipment 1 Unit 10 Self-levelling Laser 2 Units 11 Paint Sprayer 2 Units 12 Air Compressor 2 Units 13 Pipe Fusion Welding Machine 1 Unit 14 Vacuum Cleaner 2 Units 15 Electric Sander 1 Unit 16 Pressure Washer 1 Unit 17 Construction Ladder 1 Lot 18 Scaffolding And Accessories 1 Lot 19 Personal Protective Equipment (ppe) 1 Lot 2. Implementation Phase Guidelines A. The Contractor Must Submit Weekly Progress Reports As Mentioned In Item B.12.c Of This Document Including Photo Documentations And Weather Update To Gsd; B. The Contractor Must Submit Weekly Their Daily List Of Manpower; C. The Project Manager, Who Must Be A Technical Professional, Must Be Present At The Project Site At All Times To Properly Monitor/oversee The Project As Technical Representative Of The Contractor’s Side; D. Boc, Thru Its Technical Inspection And Acceptance Committee (tiac) For Civil Works, Reserves Its Right To Conduct Monitoring Inspection, Aside From The Inspections For Billing Purposes. The Project Manager Must Always Be Present, Especially During Inspections For Billing Purposes, To Ensure Proper Communication Instead Of Relying On The Foreman Or Laborers Only; E. The Approved Floor Plan And Perspective Drawings Must Be Posted On A Wall Or Board So That They Are Readily Available And Visible Whenever Necessary; F. Materials To Be Used In The Construction/renovation Must Follow Those Specified In This Document (scope Of Works), The Drawings, And/or The Boq. The Contractor Must First Secure Proper Approval Of Materials To Be Installed Via A Written Document Duly Approved By Both The End-user And Gsd. Any Change In Materials Must Also Have Proper Indorsement Thereafter. G. All Testings/activities (e.g., Waterproofing Test, Leak Test, Slump Test, Continuity Test, Insulation Resistance Test, Earthing Test, Pest Control Chemical Certificate, Etc.) Conducted By The Contractor Must Be Done With The Presence Of A Gsd Engineer/architect. Corresponding Reports Must Be Submitted To Gsd For Documentation And Validation Within Three (3) Calendar Days Upon Completion Of The Said Testing/activity; And H. Punchlisting Shall Be Conducted Upon 95.00% Completion As Ascertained By The Tiac. 3. Structural Steel A. All Structural Steel And Miscellaneous Metals Shall Conform To American Society For Testing And Materials (astm) Specification Designation For Carbon Steel With A Yield Strength Of 36,000 Pounds Per Square Inch (psi) (a36) Unless Otherwise Noted And Shall Be Fabricated And Erected In Accordance With The American Institute Of Steel Construction (aisc) Specification For The Design, Fabrication And Erection Of Structural Steel; B. All Welding Works Shall Comply With American Welding Society (aws) Specifications Standard And Performed By Certified Welders. All Welding Shall Be Performed By Electric Arc Process And Shall Be Done Using Approved Electrodes As Required By The Building Code. Welds Are Designed For Full Stress; C. Apply Two Coats Of Epoxy Primer For All Structural Shapes Prior To Erection, Repaint Areas Affected By Welding Works; And D. All Bolts, Screw Or Reinforced Bar That Will Be Drilled On Concrete Slab, Column, Wall, And Beams Shall Be Coated In Structural Epoxy Before Installation. I. Roof Beam Use 2x4”x2.0mm Tubular Steel Ii. Roof Framing Use 2”x6.0mm(top And Bottom) And 1.5”x6.0mm(web Members) Angle Bar Steel For Truss With 2x3”x2.0mm Tubular Steel Spaced At 400mm From Bottom Up To Apex Of The Roof Connected By 1.5”x6.0mm Angle Bar As A C-purlins Connector, 10mm Ø Round Bar For Sagrod In Between C-purlins Spaced At 1.2m On Center And Fascia Board With Angle Bar Frame. Iii. Roof Use Gauge #24 Longspan Prepainted Corrugated Type For Roof, Gauge#24 Prepainted For Gutter And Flashing And 10mm Double Foil For Insulation. 4. Masonry A. 4” Chb Shall Have A Minimum Plaster Thickness Of ½’’ On Both Side; B. Wall Reinforcement Shall Be 10mm Diameter Deformed Bar Spaced At Every Two Layers Of Chb Horizontally And 600mm Vertically; C. Cement Shall Be Standard Portland Cement, Astm C, 150 – 68 Types 1; D. Mixture Of Mortar Shall Be Class C: One (1) Part Portland Cement And Four (4) Parts Sand Volume; And E. Mixture Of Concrete Topping Shall Be One (1) Part Portland Cement And Two (2) Parts Sand Volume. 5. Carpentry Works A. Ceiling Use 12mm Mr Gypsum Board For All Toilet, 6mm Fiber Cement Board For The Outside Eaves , 19x50x0.5mm Double Furring Spaced @ 400mm On Center, 12x38x0.8mm Carrying Channel Spaced @ 1.2m On Center, 25x25x0.5mm Wall Angle Along Perimeter Of The Area As Shown/indicated In The Plans And Boq. 6. Door A. Door I. Use 1000x2100 - 40mm Thk Fire Rated Single Swing Steel Door On 2x5" Steel Door Jamb Ii. Unless Otherwise Specified And Approved, Brass, Chromed Plated Loose Pin Hinges, Finely Finished. Iii. At Least Four (4) Pieces Of Hinges Per Leaf Of Doors For 2.10 Meters Height. Use Heavy Duty Ball Bearing Hinges Or Approved Equal. Iv. All Doors Shall Be Equipped With High Grade, Heavy Duty Or Standard Cylindrical Locksets, Door Closer And Stopper. (submit Material And Accessories For Approval). 7. Painting Application Of Plastered Paint Finish On All Interior And Exterior Walls/partitions, Ceiling, And Concrete Surfaces Within The Scope Of The Interior And Exterior Renovation Works Unless Otherwise Indicated In The Plans And Specifications. A. All Paint And Accessories, Materials Incorporated In Or Forming A Part Thereof Shall Be Subject To The Approval And Selection Of Color, Tint, Finish, Or Shade By The Architect; B. Painting Of All Surfaces, Except Otherwise Specified Shall Be (3) Coats Work, One Primer And Two Finish Coats; C. All Paint Materials Shall Meet The Requirements Of Paint Materials Under Class A; D. All Surfaces To Be Painted Shall Be Examined Carefully Before Beginning Any Painting Work, And Other Trade Works Installed In Workmanship Condition To Receive Paint Or Ant Particular Finish; E. All Paint Materials Shall Meet The Requirements Of The Specifications Set By Gsd And Shall Be Delivered On The Job In The Original Container, With Labels Intact And Seal Unbroken; F. Wall Elastomeric Paint Shall Be Used, And Preparation And Application Must Be According To The Manufacturer’s Instructions; G. Ceiling Flat Latex Paint Shall Be Used, And Preparation And Application Must Be According To The Manufacturer’s Instructions; H. Floor Rubber Solvent-based Coating Paint Shall Be Used, And Preparation And Application Must Be According To The Manufacturer’s Instructions; I. Metal Surfaces; Automotive Lacquer Paint Shall Be Used, And Preparation And Application Must Be According To The Manufacturer’s Instructions. Use Spray Paint; And J. Color Pigments Shall Be Used To Produce The Exact Shades Of Paint, Which Shall Conform To The Approved Color Scheme. 8. Plumbing Works A. The Work Covered By This Section Consists Of Furnishing All Materials, Labor, Tools, And Equipment In Performing All Necessary Operations For The Installation Of The Complete Plumbing System Of Applicable Drawings. All Plumbing Works Shall Conform To The National Plumbing Code Of The Philippines; B. Drainage Pipe Shall Be Pvc Series 1000; And C. Use 4” Pvc Pipe For Downspout. 9. Electrical Works A. Quality Assurance - All Materials To Be Used Shall Be New And Shall Conform With The Reference Codes And Standards. Use Of Materials Shall Be Further Be Governed By Other Requirements, Impose On Other Sections Of These Specifications. Materials Shall Be Subject To Test Necessary Their Fitness If So Requires; B. Alternate Materials - Use Of Any Material, Not Specified In These Specifications May Be Allowed Provided Such Alternate Has Been Approved By The Agency In Accordance With Generally Accepted Standards; C. Identification Of Materials - Each Length Of Pipe, Fitting, Box, Fixture, And Device Used In The Electrical System Shall Have Cast, Stamped Or Indelibly Marked On It The Manufacturer's Trademark Or Name, The Weight, Type And Classes Or Product When So Required By The Standards Mentioned Above; D. Wires And Cables I. All Wires Shall Be Copper, Soft-drawn And Annealed, Shall Be Of 99% Conductivity, Shall Be Smooth And True And Of The Cylindrical Form And Shall Be Within +/-1% Variation Of The Actual Size Called For. Ii. Wires And Cables Shall Be Plastic Insulated For 600 Volts Working Pressure, Type Thermoplastic High Heat-resistant Nylon-coated (thhn) Unless Otherwise Noted. Iii. All Wires And Cables Shall Be Color Coded, Color-coding Of Wires Are As Follows: (a) Line 1 – Red (b) Line 2 – Yellow (c) Line 3 – Blue (d) Ground - Green Iv. Minimum Size Of Branch Circuit Wire Shall Be 3.5 Mm2 Thhn For Power And Lighting System With 3.5mm2 Thhn Minimum Ground Wire. V. Wires 3.5 Mm2 And Bigger Shall Be Stranded. E. Switches I. Switches Shall Be Flush Mounted And Rated At 15 Amperes (amps), 250 Volts, One Way, Three-way As Required. Ii. Switches Shall Be Quiet Type, Spring Loaded, And The Cover Plates Shall Be Subject To The Approval Of Gsd Architect And Engineer. F. Receptacles I. Receptacles Shall Be Duplex, Flush Mounted And Rated At 10 Amps., 250 Volts, Parallel Or Tandem Slots With Grounding Slots As Required. All 110 Volts Receptacle Outlets Shall Be Rated 15 Amps, 120 Volts. 220 Volts Receptacle Outlets Shall Be Distinct From The 110 Volts Receptacle Outlets In Terms Of Configurations And Shall Be Provided With Markings. Ii. Cover Plates Shall Be Subject To The Approval Of The Architect And The Engineer. Stainless Steel Cover Plate Shall Be Required On All Wet Or Damped Area. Iii. All Receptacle Outlets With Ground-fault Circuit Interrupters (gfci) Shall Be Rated For 250 Volts Application With A Sensitivity Setting Of 300 Milliamps. D. Codes And Standards The Project Shall Conform To The Requirements For The Necessary Standards Relative To Each Aspect. The Following Standards Are As Follows, But Not Limited To, Viz: I. National Building Code Of The Philippines (nbcp) – Pd 1096; Ii. National Structural Code Of The Philippines (nscp); Iii. National Fire Protection Association (nfpa); Iv. Philippine Electrical Code (pec); V. New Electrical Engineering Law – Ra 7920; And Vi. National Plumbing Code Of The Philippines. Note: It Shall Be The Duty And Responsibility Of The Contractor To Provide Precautionary Measures To Ensure Safety To Any Persons Or Workmen And Adjacent Properties, Structures, And Other People For Damage And Injury Interested Suppliers Are Required To Submit Original/certified True Copy Of The Following: 1) Valid And Current Mayor’s Permit, (in Case Of Expired Mp/bp, Submit Copy Of Recently Expired Permit And Official Receipt As Proof Of Renewal), 2) Dti/sec Registration (for Partnerships/corporations, Attach General Information Sheet & Articles Of Incorporation), 3) Philgeps Registration Certificate, 4) Original Duly Signed Omnibus Sworn Statement (oss) And Original Notarized Secretary’s Certificate In Case Of A Corporation, Partnership, Or Cooperative; Or Original Special Power Of Attorney Of All Members Of The Joint Venture Giving Full Power And Authority To Its Officer To Sign The Oss And Do Acts To Represent The Bidder, 5) Latest Income/business Tax Return, 6) Pcab License (license Category - C & D, Size Range - Small B), 7) Certificate Of Satisfactory Performance Issued By The Bureau Of Customs (for Contracts Entered Into With The Bureau) Or From Any Other Office/agency, If The Former Is Not Applicable And 8) Duly Signed Price Quotation Form (annex “a”). All Must Be Properly Signed And Sealed. Must Be Submitted In Hard Copy. Submission Of Quotation And Eligibility Documents In Hard Copy Is On Or Before November 04, 2024, 10:00 A.m., At General Services Division (gsd), Ground Floor, Ocom Building, Port Area, Manila. Award Of Contract Shall Be Made To The Lowest Quotation, Which Complies With The Minimum Description As Stated Above And Other Terms And Conditions Stated In The Price Quotation Form. Awarded Bidder Must Secure Performance Security/performance Bond 30% Of Contract Price Upon Receipt Of Notice Of Award. Any Interlineations, Erasures Or Overwriting Shall Be Valid Only If They Are Signed Or Initialed By The Bidder Or His/her Duly Authorized Representative/s. The Boc Reserves The Right To Accept Or Reject Any Or All Quotations And To Impose Additional Terms And Conditions As It May Deem Proper.

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

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

Tender Id: TENDER 16-2024 PPE | Appointment Of Service Providers For Supplying And Delivery Of Personal Protective Clothing And Equipment For A Period Of 36 Months.pdf