Corazon Locsin Montelibano Memorial Regional Hospital doh R6 Tender

Description Item Description Abc Unit Quantity 1 Construction Of Electrical Room For Clmmrh (please See Attach Documents For Reference) 1,251,328.22 Lot 1.00 Terms Of Reference Construction Of Electrical Room For The Corazon Locsin Montelibano Memorial Regional Hospital, Bacolod City. L. Background And Rationale: Vision Of Providing A Better Health Care Facilities With Excellence In Quality, Service, And Access. Ii. Project Objectives: 1. Construction Of New Electrical Room (includes Structural, Architectural, Electrical, Painting & All Needed Finishing Works. 2. Construction Of New Ats Concrete Pad. 3. Construction Of New Electrical Service Entrance Pedestal. 4. Construction Of New Cable Trays. 5. Other Necessary To Complete The Works. Iii. Scope Of Works: The Contractor Shall Furnish Of All Necessary Construction Requirements, Materials, Tools, Labor And Equipment To Complete The Execution Of The Project As Shown In The Approved Plan And Herein Specified. 1. Ocular Site Inspection (bidding Requirements) 2. All Required Permits, (building, Occupancy And Other Related Permits) If Necessary. 3. Construction Site Enclosure & Installation Of Safety Signage’s. 4. Demolition Works With Clearing And Disposal Of All Construction Debris. 5. Lay-outing & Mobilization. 6. Electrical Works (lighting, Switches & Power Outlet) 7. Plumbing Works (septic Vault) 8. Concreting Works (all Concreting Works) 9. Waterproofing Works (walls & Concrete Deck) 10. Welding Works (i-beams Installation, Cable Trays) 11. Painting Works (interior & Exterior Walls) 12. Door Installation (aluminum Louver Double Door Installation) 13. Window Installation (concrete Louver Installation) 14. Retouching & Finishing Works. Iv. Deliverables: A. Contractor Expectation 1. The Contractor, Who Is Awarded Of The Contract, Is Therefore Expected To Deliver The Rules And Regulation Of The Hospital Safety Protocols And Carry Out The Whole Works. Delegation Or Sub-contracting Of The Project Is Not Acceptable. 2. The Contractor Must Have Key Personnel Always Present On Site, Preferably Architect Or Engineer Who Is In-charge Of The Project. B. Coverage Of Works: 1. Demolition Of Existing Damaged Electrical Room, New Construction Of Electrical Room On Approved Aluminum Door & Concrete Louver With Steel Deck Roofing, Complete On Lighting & Electrical Accessories With Approved Painting Finished Works. 2. Construction Of New Ats Concrete Pad. 3. Construction Of New Electrical Service Entrance Pedestal. 4. Construction Of New Cable Trays. The Contractor Must Submit/secure The Following; 1. 2-log Book, (construction Log Book And Security Guard Requirement). 2. Work Permit, Include Power And Water Tapping, (efm Department). 3. Submit Materials Sample For Approval, Failure To Comply It May Cause Rejection Any Time During The Progress Of The Work. 4. Submit Construction Schedule With Corresponding S-curve For Approval. V. Technical Specification: A. Concrete Footing, Concrete Columns & Tie-beams On Required & Approved Height.  Use 16mm Deform Bars Served As Main Bars & 10mm Def. Bars Served As Stirrups Or Tie Bars Tied By #16 G.i. Tie Wire.  Use 1:3:4 Concrete Mixture Using Approved Cement, Sand & Gravel For Footings, Columns & Tie Beams. B. Steel I-beams For Steel Columns & Steel Beams  Use 8”x8”x31lb/ft For Columns & Beams.  Use 300mm X 300mm X 12mm M.s. Plate With 4-16mm Hole Including 16mm Diameter X L Anchor Bolt With Complete Nuts & Washers. C. Concrete Hollow Blocks Installation, Concrete Roughing Finishing & Pouring Works:  Use 20cmx40cmx10cm Thick Or Approved Equivalent On Concrete Hollow Blocks With Standard Psi, Install Using 1:2 Ratio For Mortaring & Roughing Finishing, 1:2:4 Ratio For Flooring With 12mm & 10mm Deform Bars For Rebar’s. D. Concrete Wall Waterproofing Works:  Waterproofing Materials Shall Be Delivered To The Site In The Original Sealed Container Or Package Bearing Manufacturer’s Name And Brand Designation.  Use Cementations Waterproofing Product, Which Was Design For External And Internal Waterproofing Protection To Roughing Finishing, Concrete Pouring And Others.  Mixing: Follow Manufacturer’s Mixing Preparation. E. Painting Works:  The Contractor Shall Submit For Approval Specification, Data Samples For The Various Paint To Be Used. Paint Material Shall In Highest Quality Grade.  Ready-mix Paint And Paint Materials Shall Be Delivered To The Job Site In Their Original Unbroken Package And Paint Shall Be Applying In Accordance With The Manufacturer Printed Instructions. F. Welding Works:  Welding Works In Shop And On Field Shall Be Done Only By Certified And Experience Worker. G. Electrical Works:  Installation Of Approved Electrical Lighting, Outlets & Switches Materials With Complete Necessary Accessories. H. Plumbing Works:  Fabrication Of Concrete Septic Vault Using 20cmx40cmx10cm Thick Or Approved Equivalent On Concrete Hollow Blocks With Standard Psi, Install Using 1:2 Ratio For Mortaring & Roughing Finishing, 1:2:4 Ratio For Flooring With 12mm & 10mm Deform Bars For Rebar’s.  Installation Of Approved Size & Brand Sanitary Pipe @ Series 600 For Elbows & Connectors & Series 1000 To Main Line Using Complete Necessary Accessories For The Septic Vault Plumbing Line. I. Others Scope Of Work:  Others Scope Of Work Not Mentioned Above But To Complete The Work Shall Be Provided By Contractor. Vi. Construction Methodology And Site Readiness:  Areas Of Proposed Construction Is Located Between Hospital Laboratory Records Releasing Bldg. & Fire Pump Bldg.  Office Operation Of Nearby Structure/building Will Not Be Hampered During Construction Schedule That Will Start At 8:00am To 5:00pm Regular Time, Request Overtime Hours Should Inform Management Or Should Include On The Approved Working Permit. Vii. Contractor Qualification:  Contractor Must Have A Pcab License Viii. Defects Liability / Guarantee:  The Contractor Shall Guarantee That The Work Specified In This Contract Will Be Free From Defects Of Materials And Workmanship For The Period Of 1 Year From The Date Of Final Acceptance.  Within The Above Prescribe Period, The Contractor Shall Be Liable For Any Failure Or Defect Noted Or Appearing In The Works Which Traceable To Poor Quality, Materials, Equipment And Noncompliance With The Plans And Specification. Ix. Schedule And Completion Period:  The Construction And Commissioning Of This Proposed Project Shall Not Be More Than 60 Calendar Days From The Receipt Of Notice To Proceed. X. Budget Cost: Item Description Unit Quantity Unit Cost Amount 1. General Requirements Incl Demolition Works Lot 1 2. Electrical Service Entrance Pedestal Lot 1 3. Ats Concrete Pad Lot 1 4. 4 Units Concrete Column Footing Lot 1 5. 24lm Concrete Tie Beam Lot 1 6. Columns And Beams Lot 1 7. 100mm Slab On Grade Lot 1 8. Roof Slab Lot 1 9. Masonry Works Lot 1 10. Lintel Beams Lot 1 11. Concrete Ledge/canopy Lot 1 12. Cable Trays Lot 1 13. Painting Works Lot 1 14. Lightings And Outlets Lot 1 Total Project Cost Php. Program Of Works / Budget Cost Project : Construction Of Electrical Room Location : Clmmrh, Bacolod City Estimated Project Cost : Php Source Of Fund : Starting Date : Upon Issuance Of Ntp Net Area : Sq.m. Total Project Duration: Classification : New Construction No. Of Working Days : 60 Calendar Days Description Of Works To Be Done % Of Total Equipments Description Required 1.0 General Requirements Incl Demolition Works 2.7970 Unit Bagger Concrete Mixer 1- Unit 2.0 Electrical Service Entrance Pedestal 6.5925 3.0 Ats Concrete Pad 1.2045 Welding Machine 1 - Unit 4.0 4 Units Concrete Column Footing 7.5929 Construction Hand Tools Lot 5.0 24lm Concrete Tie Beam 6.8902 6.0 Columns And Beams 28.1918 7.0 100mm Slab On Grade 2.2308 8.0 Roof Slab 17.1915 9.0 Masonry Works 12.8494 10.0 Lintel Beams 2.7842 11.0 Concrete Ledge/canopy 1.0123 12.0 Cable Trays 3.4879 13.0 Painting Works 4.3761 14.0 Lightings And Outlets 2.7988 15 Total 100.00 Description Of Works To Be Done Unit Quantity Total 1.0 General Requirements Incl Demolition Works Lot 1.00 2.0 Electrical Service Entrance Pedestal Lot 1.00 3.0 Ats Concrete Pad Lot 1.00 4.0 4 Units Concrete Column Footing Lot 1.00 5.0 24lm Concrete Tie Beam Lot 1.00 6.0 Columns And Beams Lot 1.00 7.0 100mm Slab On Grade Lot 1.00 8.0 Roof Slab Lot 1.00 9.0 Masonry Works Lot 1.00 10.0 Lintel Beams Lot 1.00 11.0 Concrete Ledge/canopy Lot 1.00 12.0 Cable Trays Lot 1.00 13.0 Painting Works Lot 1.00 14.0 Lightings And Outlets Lot 1.00 15 Total Estimated Direct Cost