City Of Imus Tender

Description Program Of Work And Cost Estimate For The Program Of Work And Cost Estimate For The Concreting Of Road Toclong 1-c City Of Imus, Cavite A. General Requirements 1.00 L.s. Mobilization / Demobilization Estimated Direct Cost V.a.t. 5% Estimated Total Cost B. Other General Requirements 1.00 L.s. Facilities For The Engineer 12.00 Mon Occupational Safety And Health Program 200.00 Ln.m. Temporary Enlosure / Board Up 1.00 L.s. Traffic Management 1.00 Unit Project Billboard 1.00 Pc Marine Plywood 1/4" 20.00 Bd.ft. Coco Lumber 0.75 Kg Common Wire Nail 3" 31.00 Sqft Tarpaulin 1.00 Unit Coa Billboard 1.00 Pc Marine Plywood 1/4" 20.00 Bd.ft. Coco Lumber 0.75 Kg Common Wire Nail 3" 31.00 Sqft Tarpaulin Estimated Direct Cost #name? V.a.t. 5% Estimated Total Cost C. Earthworks Clearing & Grubbing 400.00 Sqm Labor 1.00 Construction Foreman For 1 2.00 Unskilled Laborer 1 Equipment 2.00 #ref! For 1 1.00 #ref! 1 1.00 #ref! 1 Roadway Excavation 8.00 M3 Labor 1.00 Construction Foreman For 1 2.00 Unskilled Laborer 1 Equipment 1.00 Bulldozer With Ripper For 1 1.00 Payloader 1.50 M3/1.95 Yd3 1 2.00 Dump Truck 12 Yd3 1 2.00 Backhoe With Breaker 0.80 M3/1.04 Yd3 1 Embankment (common Borrow) - M3 Labor 1.00 Construction Foreman For - 2.00 Unskilled Laborer - Equipment 1.00 Motorized Road Grader For - 1.00 Vibratory Roller 10 Mt - 1.00 Water Truck/pump 16000 L - Materials - Cu.m. Lastillas Gravel Bedding 20.00 M3 Labor 1.00 Construction Foreman For 3 3.00 Unskilled Laborer 3 Equipment 1.00 Plate Compactor For 9 Minor Tools (10% Labor Cost) Materials 21.00 Cu.m. Gravel G-1 C. Earthworks I. Clearing & Grubbing Ii. Roadway Excavation Iii. Embankment (common Borrow) Iv. Gravel Bedding Direct Cost #name? #name? V.a.t. 5% Estimated Total Cost D. Structural Works Plain Cement Concrete (pcc) Pavement, 100mm Thk 400.00 M2 Labor 1.00 Construction Foreman For 1 4.00 Skilled Laborer 1 12.00 Unskilled Laborer 1 Equipment 2.00 Concrete Vibrator For 4 1.00 Concrete Screeder 4 1.00 Concrete Cutter 4 1.00 Bar Cutter 1 Minor Tools (10% Of Labor Cost) Materials 132.00 Kg Deformed Bar Grade 60 48.00 Bag Cold Asphalt 184.00 Lnm Steel Forms 15 Cm Width 42.00 Cu.m. Rmc 3500psi Ordinary 14 Days Curing (g1) 1.00 Pc Cutoff Wheel Diamond 14" Plain Cement Concrete (pcc) Pavement, 150mm Thk - M2 Labor 1.00 Construction Foreman For - 4.00 Skilled Laborer - 12.00 Unskilled Laborer - Equipment 2.00 Concrete Vibrator For - 1.00 Concrete Screeder - 1.00 Concrete Cutter - 1.00 Bar Cutter - Minor Tools (10% Of Labor Cost) Materials - Kg Deformed Bar Grade 60 - Bag Cold Asphalt - Lnm Steel Forms 15 Cm Width - Cu.m. Rmc 3500psi Ordinary 14 Days Curing (g1) - Pc Cutoff Wheel Diamond 14" Plain Cement Concrete (pcc) Pavement, 200mm Thk - M2 Labor 1.00 Construction Foreman For - 4.00 Skilled Laborer - 12.00 Unskilled Laborer - Equipment 2.00 Concrete Vibrator For - 1.00 Concrete Screeder - 1.00 Concrete Cutter - 1.00 Bar Cutter - Minor Tools (10% Of Labor Cost) Materials - Kg Deformed Bar Grade 60 - Bag Cold Asphalt - Lnm Steel Forms 20 Cm Width - Cu.m. Rmc 3500psi Ordinary 14 Days Curing (g1) - Pc Cutoff Wheel Diamond 14" Plain Cement Concrete (pcc) Pavement, 250mm Thk - M2 Labor 1.00 Construction Foreman For - 4.00 Skilled Laborer - 12.00 Unskilled Laborer - Equipment 2.00 Concrete Vibrator For - 1.00 Concrete Screeder - 1.00 Concrete Cutter - 1.00 Bar Cutter - Minor Tools (10% Of Labor Cost) Materials - Kg Deformed Bar Grade 60 - Bag Cold Asphalt - Lnm Steel Forms 25 Cm Width - Cu.m. Rmc 3500psi Ordinary 14 Days Curing (g1) - Pc Cutoff Wheel Diamond 14" Plain Cement Concrete (pcc) Pavement, 300mm Thk - M2 Labor 1.00 Construction Foreman For - 4.00 Skilled Laborer - 12.00 Unskilled Laborer - Equipment 2.00 Concrete Vibrator For - 1.00 Concrete Screeder - 1.00 Concrete Cutter - 1.00 Bar Cutter - Minor Tools (10% Of Labor Cost) Materials - Kg Deformed Bar Grade 60 - Bag Cold Asphalt - Lnm Steel Forms 30 Cm Width - Cu.m. Rmc 3500psi Ordinary 14 Days Curing (g1) - Pc Cutoff Wheel Diamond 14" D. Structural Works Plain Cement Concrete (pcc) Pavement, 100mm Thk Plain Cement Concrete (pcc) Pavement, 150mm Thk Plain Cement Concrete (pcc) Pavement, 200mm Thk Plain Cement Concrete (pcc) Pavement, 250mm Thk Plain Cement Concrete (pcc) Pavement, 300mm Thk Direct Cost #name? #name? V.a.t. 5% Estimated Total Cost E. Drainage Works Trench Canal 100.00 M Labor 1.00 Construction Foreman For 7 2.00 Skilled Laborer 7 6.00 Unskilled Laborer 7 Equipment 1.00 #ref! For 15 Minor Tools (10% Of Labor Cost) Materials 126.00 #error! #ref! 3.00 #error! #ref! 10.00 #error! #ref! 1,560.00 #error! #ref! 685.00 #error! #ref! 11.00 #error! #ref! E. Drainage Works I. Trench Canal Direct Cost #name? #name? V.a.t. 5% Estimated Total Cost S U M M A R Y A. General Requirements B. Other General Requirements C. Earthworks D. Structural Works E. Drainage Works City Of Imus, Cavite A. General Requirements 1.00 L.s. Mobilization / Demobilization Estimated Direct Cost V.a.t. 5% Estimated Total Cost B. Other General Requirements 1.00 L.s. Facilities For The Engineer 12.00 Mon Occupational Safety And Health Program 200.00 Ln.m. Temporary Enlosure / Board Up 1.00 L.s. Traffic Management 1.00 Unit Project Billboard 1.00 Pc Marine Plywood 1/4" 20.00 Bd.ft. Coco Lumber 0.75 Kg Common Wire Nail 3" 31.00 Sqft Tarpaulin 1.00 Unit Coa Billboard 1.00 Pc Marine Plywood 1/4" 20.00 Bd.ft. Coco Lumber 0.75 Kg Common Wire Nail 3" 31.00 Sqft Tarpaulin Estimated Direct Cost #name? V.a.t. 5% Estimated Total Cost C. Earthworks Clearing & Grubbing 400.00 Sqm Labor 1.00 Construction Foreman For 1 2.00 Unskilled Laborer 1 Equipment 2.00 #ref! For 1 1.00 #ref! 1 1.00 #ref! 1 Roadway Excavation 8.00 M3 Labor 1.00 Construction Foreman For 1 2.00 Unskilled Laborer 1 Equipment 1.00 Bulldozer With Ripper For 1 1.00 Payloader 1.50 M3/1.95 Yd3 1 2.00 Dump Truck 12 Yd3 1 2.00 Backhoe With Breaker 0.80 M3/1.04 Yd3 1 Embankment (common Borrow) - M3 Labor 1.00 Construction Foreman For - 2.00 Unskilled Laborer - Equipment 1.00 Motorized Road Grader For - 1.00 Vibratory Roller 10 Mt - 1.00 Water Truck/pump 16000 L - Materials - Cu.m. Lastillas Gravel Bedding 20.00 M3 Labor 1.00 Construction Foreman For 3 3.00 Unskilled Laborer 3 Equipment 1.00 Plate Compactor For 9 Minor Tools (10% Labor Cost) Materials 21.00 Cu.m. Gravel G-1 C. Earthworks I. Clearing & Grubbing Ii. Roadway Excavation Iii. Embankment (common Borrow) Iv. Gravel Bedding Direct Cost #name? #name? V.a.t. 5% Estimated Total Cost D. Structural Works Plain Cement Concrete (pcc) Pavement, 100mm Thk 400.00 M2 Labor 1.00 Construction Foreman For 1 4.00 Skilled Laborer 1 12.00 Unskilled Laborer 1 Equipment 2.00 Concrete Vibrator For 4 1.00 Concrete Screeder 4 1.00 Concrete Cutter 4 1.00 Bar Cutter 1 Minor Tools (10% Of Labor Cost) Materials 132.00 Kg Deformed Bar Grade 60 48.00 Bag Cold Asphalt 184.00 Lnm Steel Forms 15 Cm Width 42.00 Cu.m. Rmc 3500psi Ordinary 14 Days Curing (g1) 1.00 Pc Cutoff Wheel Diamond 14" Plain Cement Concrete (pcc) Pavement, 150mm Thk - M2 Labor 1.00 Construction Foreman For - 4.00 Skilled Laborer - 12.00 Unskilled Laborer - Equipment 2.00 Concrete Vibrator For - 1.00 Concrete Screeder - 1.00 Concrete Cutter - 1.00 Bar Cutter - Minor Tools (10% Of Labor Cost) Materials - Kg Deformed Bar Grade 60 - Bag Cold Asphalt - Lnm Steel Forms 15 Cm Width - Cu.m. Rmc 3500psi Ordinary 14 Days Curing (g1) - Pc Cutoff Wheel Diamond 14" Plain Cement Concrete (pcc) Pavement, 200mm Thk - M2 Labor 1.00 Construction Foreman For - 4.00 Skilled Laborer - 12.00 Unskilled Laborer - Equipment 2.00 Concrete Vibrator For - 1.00 Concrete Screeder - 1.00 Concrete Cutter - 1.00 Bar Cutter - Minor Tools (10% Of Labor Cost) Materials - Kg Deformed Bar Grade 60 - Bag Cold Asphalt - Lnm Steel Forms 20 Cm Width - Cu.m. Rmc 3500psi Ordinary 14 Days Curing (g1) - Pc Cutoff Wheel Diamond 14" Plain Cement Concrete (pcc) Pavement, 250mm Thk - M2 Labor 1.00 Construction Foreman For - 4.00 Skilled Laborer - 12.00 Unskilled Laborer - Equipment 2.00 Concrete Vibrator For - 1.00 Concrete Screeder - 1.00 Concrete Cutter - 1.00 Bar Cutter - Minor Tools (10% Of Labor Cost) Materials - Kg Deformed Bar Grade 60 - Bag Cold Asphalt - Lnm Steel Forms 25 Cm Width - Cu.m. Rmc 3500psi Ordinary 14 Days Curing (g1) - Pc Cutoff Wheel Diamond 14" Plain Cement Concrete (pcc) Pavement, 300mm Thk - M2 Labor 1.00 Construction Foreman For - 4.00 Skilled Laborer - 12.00 Unskilled Laborer - Equipment 2.00 Concrete Vibrator For - 1.00 Concrete Screeder - 1.00 Concrete Cutter - 1.00 Bar Cutter - Minor Tools (10% Of Labor Cost) Materials - Kg Deformed Bar Grade 60 - Bag Cold Asphalt - Lnm Steel Forms 30 Cm Width - Cu.m. Rmc 3500psi Ordinary 14 Days Curing (g1) - Pc Cutoff Wheel Diamond 14" D. Structural Works Plain Cement Concrete (pcc) Pavement, 100mm Thk Plain Cement Concrete (pcc) Pavement, 150mm Thk Plain Cement Concrete (pcc) Pavement, 200mm Thk Plain Cement Concrete (pcc) Pavement, 250mm Thk Plain Cement Concrete (pcc) Pavement, 300mm Thk Direct Cost #name? #name? V.a.t. 5% Estimated Total Cost E. Drainage Works Trench Canal 100.00 M Labor 1.00 Construction Foreman For 7 2.00 Skilled Laborer 7 6.00 Unskilled Laborer 7 Equipment 1.00 #ref! For 15 Minor Tools (10% Of Labor Cost) Materials 126.00 #error! #ref! 3.00 #error! #ref! 10.00 #error! #ref! 1,560.00 #error! #ref! 685.00 #error! #ref! 11.00 #error! #ref! E. Drainage Works I. Trench Canal Direct Cost #name? #name? V.a.t. 5% Estimated Total Cost S U M M A R Y A. General Requirements B. Other General Requirements C. Earthworks D. Structural Works E. Drainage Works