Municipality Of Tiaong, Quezon Tender

Description 605 Project Signboard Quantity: 5.76 Sq.m. Materials: 1.0 Ordinary Plywood ( 1/2" X 4' X 8') 2.00 Pc 2.0 Coco Lumber (2" X 3" X 12') 5.00 Pc 3.0 Tarpaulin (4' X 8') 1.00 Unit 4.0 Assorted Cwn 1.00 Kg Labor: 1 Skilled Worker 0.50 Day 2 Laborer 0.50 Day Spl - 1 Occupational Safety & Health Program Quantity: 1.00 Lot Materials: 1.0 Safety Helmet 10.00 Pc 2.0 Hand Gloves 10.00 Pair 3.0 Safety Shoes 10.00 Pair 4.0 Safety Glasses 10.00 Pc 5.0 Welding Mask Hat Type (safety Glasses With Shields) 1.00 Pc 6.0 Welding Apron (leather With Sleeves) 1.00 Pc 7.0 Welding Gloves 1.00 Pair 8.0 Safety Harness 5.00 Pc 9.0 Longsleeve Shirt 10.00 Pc 10.0 Miscellaneous Items 1.00 Lot (medicine, Medicine Cabinet, Water, First-aid Kit) 105 Subgrade Preparation Quantity: 249.38 Sq.m Labor: 1 Foreman 3.00 Day 1 Skilled Worker 3.00 Day 2 Unskilled Worker 3.00 Day Equipment: 1 Road Roller 1.00 Hr 1 Road Grader 1.00 Hr 104 Embankment Quantity: 24.94 Cu.m Materials: 1.0 Selected Borrow Materials 26.00 Cu.m Labor: 1 Foreman Day 1 Skilled Worker 2.00 Day 1 Unskilled Worker 2.00 Day Equipment: 1 Road Roller 0.50 Hr 1 Payloader 0.50 Hr 201 Aggregate Base Course Quantity: 24.10 Cu.m Materials: 1.0 Aggregate Base Course 25.50 Cu.m Labor: 1 Foreman 2.00 Day 1 Skilled Worker 2.00 Day 2 Unskilled Worker 2.00 Day Equipment: 1 Water Truck 1.00 Hr 1 Road Roller 1.00 Hr 1 Road Grader 1.00 Hr 803 Structure Excavation Quantity: 82.36 Cu.m Labor: 1 Foreman 3.00 Day 1 Skilled Worker 3.00 Day 2 Unskilled Worker 3.00 Day Equipment: 1 Backhoe With Dozer 8.00 Hr 1 Tamping Rammer 8.00 Hr 804 Gravel Fill Quantity: 2.28 Cu.m Materials: 1.0 Crushed Aggregates 2.50 Cu.m Labor: 1 Foreman 1.00 Day 1 Skilled Worker 1.00 Day 2 Unskilled Worker 1.00 Day Equipment: 1 Tamping Rammer 2.00 Hr 901 Lean Concrete (2000 Psi) Quantity: 1.92 Cu.m Materials: 1.0 Cement 15.00 Bag 2.0 Sand 1.00 Cu.m 3.0 Gravel 2.00 Cu.m Labor: 1 Foreman 1.00 Day 1 Skilled Worker 1.00 Day 3 Unskilled Worker 1.00 Day Equipment: 1 One Bagger Mixer 1.00 Day 900 Structural Concrete Quantity: 32.07 Cu.m Materials: Column Footing/wall Footing 1.0 Ready Mix Concrete, 3500psi 8.00 Cu.m Column/pedestal 1.0 Ready Mix Concrete, 3500psi 7.50 Cu.m Roof Beam 1.0 Ready Mix Concrete, 3500psi 3.50 Cu.m Slab On Grade 1.0 Ready Mix Concrete, 3000psi 16.00 Cu.m Labor: 1 Foreman 11.00 Day 2 Skilled Worker 11.00 Day 8 Unskilled Worker 11.00 Day Equipment: 1 Backhoe Day 1 Concrete Vibrator 2.00 Day 902 Reinforcing Steel Bars, Grade 60 Quantity: 4,008.38 Kg Materials: Column Footing/wall Footing 1.0 Reinforcing Steel 911.50 Kg 2.0 Gi Tie Wire 14.00 Kg Column/pedestal 1.0 Reinforcing Steel 851.50 Kg 2.0 Gi Tie Wire 13.00 Kg Roof Beam 1.0 Reinforcing Steel 370.50 Kg 2.0 Gi Tie Wire 6.00 Kg Slab On Grade 1.0 Reinforcing Steel 1,875.00 Kg 2.0 Gi Tie Wire 28.50 Kg 3.0 Consumables 1.00 Lot Labor: 1 Foreman 10.00 Day 2 Skilled Worker 10.00 Day 8 Unskilled Worker 10.00 Day Equipment: 1 Bar Cutter 4.00 Day 1 Bar Bender 4.00 Day 903 Formworks (scaffolding Included) Quantity: 145.54 Sq.m Materials: Column Footing/wall Footing 1.0 Form Plywood 13.00 Pc 2.0 Form Lumber 911.50 Bd.ft. 3.0 Asstd. Nails 21.00 Kg Column/pedestal 1.0 Form Plywood 28.00 Pc 2.0 Form Lumber 851.50 Bd.ft. 3.0 Asstd. Nails 19.50 Kg Roof Beam 1.0 Form Plywood 11.00 Pc 2.0 Form Lumber 370.50 Bd.ft. 3.0 Asstd. Nails 8.50 Kg Slab On Grade 1.0 Form Plywood 2.00 Pc 2.0 Form Lumber 1,875.00 Bd.ft. 3.0 Asstd. Nails 42.50 Kg 4.0 Consumables Lot Labor: 1 Foreman 13.00 Day 2 Skilled Worker 13.00 Day 8 Unskilled Worker 13.00 Day Equipment: 15 Scaffolding Set, 1.7m X 1.8m X 1.25m 75.00 Day Spl 2 Masonry Works Quantity: 221.53 Sq.m Materials: 1.0 4" Chb 2,908.00 Pc 2.0 Cement 553.00 Bag 3.0 Sand 30.50 Cu.m 4.0 Reinforcing Steel Bars 511.72 Kg 5.0 Gi Tie Wire 8.50 Kg Labor: 1 Foreman 12.00 Day 2 Skilled Worker 12.00 Day 8 Laborer 12.00 Day Hauling Cost 1.00 Lot Equipment: 1 One Bagger Mixer 5.00 Day Spl 3 Welded Wire Mesh (steel Matting) Quantity: 37.55 Sq.m Materials: 1.0 50mm Welded Wire Mesh 40.00 Sq.m 2.0 25mm Flat Bar 7.00 Pc 3.0 75mmø Gi Pipe Sch. 40 2.00 Pc 4.0 Welding Rod 4.00 Kg 5.0 12mm X 350mm X 350mm Base Plate 4.00 Pc 6.0 M12 Anchor Bolt 16.00 Pc 7.0 Chemical Anchor 1.00 Unit Painting 1.00 Lot Labor: 1 Foreman 3.00 Day 1 Skilled Worker 3.50 Day 2 Laborer 4.00 Day 110 Doors And Windows Quantity: 13.83 Sq.m Materials: 1.0 Steel Matting Double Panel Door 6.75 Sq.m 2.0 Steel Matting Single Panel Door 3.38 Sq.m 3.0 Solid Wooden Door 2.10 Sq.m 4.0 Steel Matting Window 1.44 Sq.m 5.0 Awning Window 0.16 Sq.m 6.0 Miscellaneous Items (hinges, Locksets, Etc.) 1.00 Lot Labor: 1 Foreman 2.00 Day 2 Skilled Worker 2.00 Day 2 Laborer 2.50 Day Spl 4 Roofing Works Quantity: 237.16 Sq.m Materials: 1.0 Pre-painted Long Span Rib-type 0.5 245.00 L.m 2.0 Pre-painted Ridge Roll 25.00 L.m 3.0 End Flashing 20.00 L.m 4.0 Gutter 49.00 L.m 5.0 Fascia Board 28.00 Pc 6.0 Tekscrew 1,744.00 Pc 7.0 Blind Rivet 1.00 Box 8.0 Metal Drill Bit 1.00 Box 7.0 Vulca Seal 1.00 Liter 8.0 3" Pvc Pipe (downspout) 12.00 Pc 9.0 3" Pvc Elbow 36.00 Pc 12.0 Miscellaneous Lot Labor: 1 Foreman 7.00 Day 2 Skilled Worker 7.00 Day 8 Laborer 7.50 Day Spl 5 Steel Works (roof Framing) Quantity: 4,000.17 Kg Materials: 1.0 C-purlins 2x3 22.00 Pc 2.0 Channel Bar 2x4 1,696.31 Kg 3.0 Welding Rod 126.00 Kg 4.0 Turco Rust Converter 5.00 Gal 4.0 Epoxy Primer 6.00 Gal 6.0 Epoxy Paint 12.00 Gal 7.0 Paint Brush 6.00 Pc 7.0 Miscellaneous Lot Labor: 1 Foreman 8.00 Day 2 Skilled Worker 9.00 Day 8 Laborer 10.00 Day 1003 Ceiling Works (storage And Cr) Quantity: 30.00 Sq.m Materials: 1.0 Wall Angle 11.00 Pc 2.0 Carrying Channel 8.00 Pc 3.0 Metal Furring 12.00 Pc 4.0 Rod Suspension Hanger With Adjustment Spring 35.00 Set 5.0 Asstd Nails 1.00 Kg 6.0 Hardiflex 1/4" 11.00 Pc 7.0 Self-drilling Screws 252.00 Pc 8.0 Fiberglass Mesh Tape 2.00 Pc Labor: 1 Foreman 2.00 Day 1 Skilled Worker 2.50 Day 1 Laborer 2.50 Day Spl 6 Comfort Room (pipelines Included) Quantity: 10.00 Sq.m Materials: 1.0 30x30 Ceramic Tiles 117.00 Pc 2.0 Tile Adhesive 25kg 3.00 Bag 3.0 Tile Grout 2kg 2.00 Bag 4.0 Water Closet Package (toilet Bowl With Bidet) 3.00 Set 5.0 Cubicle 3.00 Set 6.0 Ss Lavatory 1.00 Pc 7.0 Cement (countertop) 1.00 Bag 8.0 Sand 0.50 Cu.m 9.0 Rebars 7.50 Kg 10.0 Pipelines (water Supply And Waste Water) 1.00 Lot 11.0 Miscellaneous Lot Labor: 1 Foreman 7.00 Day 2 Skilled Worker 8.00 Day 3 Laborer 8.00 Day Spl 7 Booth Partitions Quantity: 59.50 Sq.m Materials: Welding Booths: 1.0 Plain Sheet 42.00 Pc 2.0 Angle Bar 624.24 Kg 3.0 Welding Rod 20.00 Kg Grinding Booths: 1.0 Hardiflex 12.00 Pc 2.0 2x2x12 Lumber 74.50 Bd.ft 3.0 Asstd. Nails/screws 2.00 Kg Bench Work Area: 1.0 Hardiflex 6.00 Pc 2.0 2x2x12 Lumber 63.00 Bd.ft 3.0 Asstd. Nails/screws 1.50 Kg Materials Preparation Area: 1.0 Hardiflex 3.00 Pc 2.0 2x2x12 Lumber 37.50 Bd.ft 3.0 Asstd. Nails/screws 1.00 Kg Labor: 1 Foreman 11.00 Day 2 Skilled Worker 12.00 Day 4 Laborer 11.00 Day 1032 Painting Works (concrete And Metal) Quantity: 853.04 Sq.m Materials: 1.0 Skimcoat 142.00 Bag 2.0 Flat Latex Primer 22.00 Gal 3.0 Semigloss Latex Paint 44.00 Gal 4.0 Turco Rust Converter 10.00 Gal 4.0 Epoxy Primer 15.00 Gal 6.0 Aluminum/epoxy Paint 30.00 Gal 5.0 Paint Thinner 1.00 Gal 6.0 Tinting Color 1.00 Gal Labor: 1 Foreman 7.00 Day 5 Skilled Worker 7.00 Day 4 Laborer 7.00 Day Spl 8 Electrical Works Quantity: 1.00 Lot Materials: 1.0 25at, 2p Circuit Breaker 5.00 Pc 2.0 40at, 2p Circuit Breaker 26.00 Pc 3.0 55at, 2p Circuit Breaker 14.00 Pc 4.0 225at, 2p Circuit Breaker 1.00 Pc 5.0 Panelboard 20 Branches 1.00 Unit 6.0 Pullbox 3.00 Pc 7.0 #12 3.5mm2 Thhn Wire 5.00 Box 8.0 #8 8.0mm2 Thhn Wire 150meters Box 7.00 Box 9.0 #4/0 100mm2 Thhn Wire 130.00 Mtr 10.0 Led Light Bulb 12w Daylight W/ Receptacle 24.00 Set 11.0 Led Fluorescent Light 18w With Fixtures 17.00 Set 12.0 Emt/rmc Pipe 2" 2.00 Pc 13.0 Emt/rmc Pipe 1/2" 22.00 Pc 14.0 Pvc Pipe 2" 26.00 Pc 15.0 Pvc Pipe 1" 10.00 Pc 16.0 Pvc Pipe 1/2" 12.00 Pc 17.0 Full Threaded Rod 4.00 Pc 18.0 Two-gang Convenience Outlet 23.00 Pc 19.0 One-gang Switch 16.00 Pc 20.0 Two-gang Switch 3.00 Pc 21.0 Juction Box 45.00 Pc 22.0 Utility Box 45.00 Pc Other Materials: 1.0 Solar Spotlight 3.00 Unit 2.0 Industrial Exhaust Fan Heavy Duty 1hp 3.00 Unit Labor: 4 Electrician 25.00 Day 2 Helper 25.00 Day 311 Pccp Quantity: 6.15 Cu.m. Materials: L=41lm : W =1.5m T = 0.10m 1.0 Aggregate Basecoarse 8.00 Cu.m. 2.0 Cement 62.00 Bag 3.0 Sand 5.00 Cu.m. 4.0 Gravel 8.00 Cu.m. 5.0 2" X 4" X 12' Form Lumber 20.00 Pc 6.0 Assorted Cwn 5.00 Kg Labor: 1 Foreman 6.00 Day 2 Skilled Worker 6.00 Day 2 Laborer 6.00 Day Equipment: 1 One-bagger Mixer 6.00 Day 1 Plate Compactor 8.00 Hr S U M M A R Y Item Description 0 Mobilization/demobilization 605 Project Signboard Spl - 1 Occupational Safety & Health Program 0 Survey And Staking 105 Subgrade Preparation 104 Embankment 201 Aggregate Base Course 803 Structure Excavation 804 Gravel Fill 901 Lean Concrete (2000 Psi) 900 Structural Concrete 902 Reinforcing Steel Bars, Grade 60 903 Formworks (scaffolding Included) Spl 2 Masonry Works Spl 3 Welded Wire Mesh (steel Matting) 110 Doors And Windows Spl 4 Roofing Works Spl 5 Steel Works (roof Framing) 1003 Ceiling Works (storage And Cr) Spl 6 Comfort Room (pipelines Included) Spl 7 Booth Partitions 1032 Painting Works (concrete And Metal) Spl - 2 Furnitures (benches/tables, Table, Chair, Shelves) Spl 8 Electrical Works 311 Pccp