MOBILIZATION 1.00% GERERAL INSTRUCTIONS: ho PERMITS AND LICENSES 2.50% PERFORMANCE BOND 5.00% CONTRACTORS PROFIT 10.00% 1. Fill out the highlighted parts- green (for the material and labor cost) and blue (for the percent weight). 2.Assume that the labor cost is 30% of the material cost unless it is given such as in the CCTV and Fire alarm system labor costs. 3. If no value can be used for the computation (e.g. 3A1 and 3A2), refer to the BASIS as supplied by Contractor X. From there you can get the unit cost. 4. Provide the Direct Cost, Indirect Cost, and Total Project Cost. - Use the following for the computation of IC. ESCALATION 3.00% CONTINGENCIES 10.00% RATA 2.00% LABOR TOTAL COST MATERIAL Unit Cost Total Cost Percent Weight QTY Unit UC TC I.s. P1,365,001.17 mos 1.00 11.00 11.00 11.00 1.00 mos PO.00 P0.00 P0.00 P0.00 P0.00 PO.00 PO,00 P0.00 mos 392,073.00 l.s P255,000.00 255,000.00 P1,143,348.00 Item No. Description 1 Personnel Facilities and Expenses for the Engineers 1.1 Field Office (60 sqm) 1.2 Operation and Maintenance (Field Office) 1.3 Living Quarters (40 sqm, Rental Basis) 1.4 Operation and Maintenance (Field Office) 1.5 Provision of Survey Equipment for the Assistance of the Engineer 2 Other Requirements 2.1 Support Equipment (Rental Basis) 2.2 Occupational Safety and Health 2.3 Temporary Fence 2.4 General Scaffolding and Shoring CIVIL, MECHANICAL, ELECTRICAL AND SNITARY/ 3 PLUMBING WORKS Part A. DISMANTLING AND REMOVAL OF STRUCTURES AND OBSTRUCTIONS 3A.1 Individual Removal of Trees (above 500mm up to 750mm ) . 2 Individual Removal of Trees (below 500mm ) PART B. EARTHWORKS 38.1 Structure Excavation (Common Soil) 38.2 Soil Poisoning 38.3 Gravel Fill 11.00 1.00 1.00 1.00 mos I.s. I.s. l.s 115,655.14 P706,972.80 ea P0.00 30.00 8.00 PO.00 P0.00 ea P0.00 P0.00 PO.00 46.8 401.50 94.00 m L m P1,063.50 P1,950.00 PART C. FOUNDATION WORKS, PLAIN AND REINFORCED CONCRETE WORKS 30.1 Foundation, RMC (4,000 PSI 28 DAYS) 30.2 Reinforcing Steel, Grade 40 (Foundation) 30.3 Column , RMC (4,000 PSI 28 DAYS) 30.4 Girder Beam, RMC (4,000 PSI 28 DAYS) 30.5 Slab, RMC (4,000 PSI 28 DAYS) 30.6 Reinforcing Steel, Grade 40 Formworks and Falseworks 3C.8 Masonry PART E. MECHANICAL WORKS 3E.1 Automatic Fire Sprinkler System . 2 Elevator 16.25 18,337.70 48.06 59.80 146.25 53,068.75 3,407.00 1,450.00 m kg mo m mo kg m? m? 1,950.00 P1,950.00 1,950.00 30.7 P845.45 2410.00 I.s. 1.00 2.00 P283,772.00 P900,000.00 ea P1,989,991.00 PART F. PLUMBING AND SANITARY WORKS 3F.1 Sewer Line 3F.2 Storm Drain and Down Spout 3F.3 Cold Water Line 1.00 1.00 1.00 l.s l.s. 1.s. P1,789,954.40 1,268,525.70 PART G. ELECTRICAL WORKS 36.1 3G.2 3G.3 CCTV System Fire Alarm System Other Electrical Works 1.00 1.00 1.00 I.s. 1.s. I.s. 7425,000.00 P683,250.00 P1,105,675.00 240,000.00 P75,000.00 P40,000.00 P75,000.00 Is ea ea PO.00 P0.00 1.00 3.00 4.00 65.00 2.00 14.00 1.00 P0.00 P0.00 ea Part H. Specialty Works 3.4.1 3.H.2 3.H.3 3.H.4 3.H.5 3.H.6 3.H.7 3.H.8 PART I. FINISHES 2.1.1 2.1.2 Computer System and Wireless Network Research Facilities Thermal Scanner Foot Press Alcohol Dispencer Misting Chamber Foot Bath Audio Visual Room System Sound Proofing 13,000,000.00 P1,245,879.00 P6,345.75 P1,235.00 240,000.00 +355.00 $750,910.00 2792,307.70 ea ea PO.00 P0.00 I.s. I.s. 1.00 1.00 1.00 P484,689.75 P384,615.38 Ceiling Works Gardening and Landscaping Damp Prooofing Interior FINISH I.s. I.s. m? m? 2.1.3 1,450.00 3,450.00 2.1.4 $2,750.00 Basis: Cost Estimate on the Previous Project by Contractor X LABOR TOTAL COST MATERIAL Unit Cost Percent Weight QTY Unit Total Cost UC TC Item No. 1 1.1 1.2 1.3 1.4 Description Personnel Facilities and Expenses for the Engineers Field Office (60 sqm) Operation and Maintenance (Field Office) Living Quarters (40 sqm, Rental Basis) Operation and Maintenance (Field Office) 1.00 22.00 22.00 22.00 I.s. mos mos P0.00 20.00 PO.00 P0.00 P0.00 P0.00 P1,365,001.17 198,110.00 P844,558.00 2784 146.00 Note: Use only if no Given Value in the problem is indicated mos P35,643.00 2784.146.00 22.00 1.00 1.00 1.00 mos. 1.s. I.s. 1.s. P1,272,018.00 P1,486,352.40 P115,655.14 P706,972.80 2 Other Requirements 2.1 Support Equipment (Rental Basis) 2.2 Occupational Safety and Health 2.3 Temporary Fence 2.4 General Scaffolding and Shoring 3 CIVIL, MECHANICAL, ELECTRICAL AND SNITARY/ PLUMBING WORKS Part A. DISMANTLING AND REMOVAL OF STRUCTURES AND OBSTRUCTIONS 3A.1 Individual Removal of Trees (above 500mm up to 750mm ) SA.2 Individual Removal of Trees (below 500mm ) PART B. EARTHWORKS 38.1 Structure Excavation (Common Soil) 38.2 Soil Poisoning 38.3 Gravel Fill ea 35.00 18.00 P329,210.00 P121,616.10 ea 55 345.50 156,00 m L ma P17,635.75 2449,150.00 P215,677.80 1,063.50 165,906.00 P319.05 249,771.80 m P1,950.00 P1,248,000.00 kg m m PART C. FOUNDATION WORKS, PLAIN AND REINFORCED CONCRETE WORKS 30.1 Foundation, RMC (4,000 PSI 28 DAYS) 30.2 Reinforcing Steel, Grade 40 (Foundation) 30.3 Column , RMC (4,000 PSI 28 DAYS) 30.4 Girder Beam, RMC (4,000 PSI 28 DAYS) 30.5 Slab, RMC (4, 000 PSI 28 DAYS) 30.6 Reinforcing Steel, Grade 40 30.7 Formworks and Falseworks 3C.8 Masonry MECHANICAL WORKS SE.1 Automatic Fire Sprinkler System . 2 Elevator 20.25 20,000.00 48.06 59.80 146.25 55,000.75 4,543.49 1,675.00 P1,950.00 P1,950.00 P1,950.00 23,432,046.80 kg m m? 248.00 P845.45 2410.00 I s. 1.00 2.00 283,772.00 P900,000.00 ea ART F. FINISHES 2.F.1 2.F.2 Damp Prooofing Interior FINISH P134,950.40 1,600.00 3,750.00 m? m? $2,750.00 MOBILIZATION 1.00% GERERAL INSTRUCTIONS: ho PERMITS AND LICENSES 2.50% PERFORMANCE BOND 5.00% CONTRACTORS PROFIT 10.00% 1. Fill out the highlighted parts- green (for the material and labor cost) and blue (for the percent weight). 2.Assume that the labor cost is 30% of the material cost unless it is given such as in the CCTV and Fire alarm system labor costs. 3. If no value can be used for the computation (e.g. 3A1 and 3A2), refer to the BASIS as supplied by Contractor X. From there you can get the unit cost. 4. Provide the Direct Cost, Indirect Cost, and Total Project Cost. - Use the following for the computation of IC. ESCALATION 3.00% CONTINGENCIES 10.00% RATA 2.00% LABOR TOTAL COST MATERIAL Unit Cost Total Cost Percent Weight QTY Unit UC TC I.s. P1,365,001.17 mos 1.00 11.00 11.00 11.00 1.00 mos PO.00 P0.00 P0.00 P0.00 P0.00 PO.00 PO,00 P0.00 mos 392,073.00 l.s P255,000.00 255,000.00 P1,143,348.00 Item No. Description 1 Personnel Facilities and Expenses for the Engineers 1.1 Field Office (60 sqm) 1.2 Operation and Maintenance (Field Office) 1.3 Living Quarters (40 sqm, Rental Basis) 1.4 Operation and Maintenance (Field Office) 1.5 Provision of Survey Equipment for the Assistance of the Engineer 2 Other Requirements 2.1 Support Equipment (Rental Basis) 2.2 Occupational Safety and Health 2.3 Temporary Fence 2.4 General Scaffolding and Shoring CIVIL, MECHANICAL, ELECTRICAL AND SNITARY/ 3 PLUMBING WORKS Part A. DISMANTLING AND REMOVAL OF STRUCTURES AND OBSTRUCTIONS 3A.1 Individual Removal of Trees (above 500mm up to 750mm ) . 2 Individual Removal of Trees (below 500mm ) PART B. EARTHWORKS 38.1 Structure Excavation (Common Soil) 38.2 Soil Poisoning 38.3 Gravel Fill 11.00 1.00 1.00 1.00 mos I.s. I.s. l.s 115,655.14 P706,972.80 ea P0.00 30.00 8.00 PO.00 P0.00 ea P0.00 P0.00 PO.00 46.8 401.50 94.00 m L m P1,063.50 P1,950.00 PART C. FOUNDATION WORKS, PLAIN AND REINFORCED CONCRETE WORKS 30.1 Foundation, RMC (4,000 PSI 28 DAYS) 30.2 Reinforcing Steel, Grade 40 (Foundation) 30.3 Column , RMC (4,000 PSI 28 DAYS) 30.4 Girder Beam, RMC (4,000 PSI 28 DAYS) 30.5 Slab, RMC (4,000 PSI 28 DAYS) 30.6 Reinforcing Steel, Grade 40 Formworks and Falseworks 3C.8 Masonry PART E. MECHANICAL WORKS 3E.1 Automatic Fire Sprinkler System . 2 Elevator 16.25 18,337.70 48.06 59.80 146.25 53,068.75 3,407.00 1,450.00 m kg mo m mo kg m? m? 1,950.00 P1,950.00 1,950.00 30.7 P845.45 2410.00 I.s. 1.00 2.00 P283,772.00 P900,000.00 ea P1,989,991.00 PART F. PLUMBING AND SANITARY WORKS 3F.1 Sewer Line 3F.2 Storm Drain and Down Spout 3F.3 Cold Water Line 1.00 1.00 1.00 l.s l.s. 1.s. P1,789,954.40 1,268,525.70 PART G. ELECTRICAL WORKS 36.1 3G.2 3G.3 CCTV System Fire Alarm System Other Electrical Works 1.00 1.00 1.00 I.s. 1.s. I.s. 7425,000.00 P683,250.00 P1,105,675.00 240,000.00 P75,000.00 P40,000.00 P75,000.00 Is ea ea PO.00 P0.00 1.00 3.00 4.00 65.00 2.00 14.00 1.00 P0.00 P0.00 ea Part H. Specialty Works 3.4.1 3.H.2 3.H.3 3.H.4 3.H.5 3.H.6 3.H.7 3.H.8 PART I. FINISHES 2.1.1 2.1.2 Computer System and Wireless Network Research Facilities Thermal Scanner Foot Press Alcohol Dispencer Misting Chamber Foot Bath Audio Visual Room System Sound Proofing 13,000,000.00 P1,245,879.00 P6,345.75 P1,235.00 240,000.00 +355.00 $750,910.00 2792,307.70 ea ea PO.00 P0.00 I.s. I.s. 1.00 1.00 1.00 P484,689.75 P384,615.38 Ceiling Works Gardening and Landscaping Damp Prooofing Interior FINISH I.s. I.s. m? m? 2.1.3 1,450.00 3,450.00 2.1.4 $2,750.00 Basis: Cost Estimate on the Previous Project by Contractor X LABOR TOTAL COST MATERIAL Unit Cost Percent Weight QTY Unit Total Cost UC TC Item No. 1 1.1 1.2 1.3 1.4 Description Personnel Facilities and Expenses for the Engineers Field Office (60 sqm) Operation and Maintenance (Field Office) Living Quarters (40 sqm, Rental Basis) Operation and Maintenance (Field Office) 1.00 22.00 22.00 22.00 I.s. mos mos P0.00 20.00 PO.00 P0.00 P0.00 P0.00 P1,365,001.17 198,110.00 P844,558.00 2784 146.00 Note: Use only if no Given Value in the problem is indicated mos P35,643.00 2784.146.00 22.00 1.00 1.00 1.00 mos. 1.s. I.s. 1.s. P1,272,018.00 P1,486,352.40 P115,655.14 P706,972.80 2 Other Requirements 2.1 Support Equipment (Rental Basis) 2.2 Occupational Safety and Health 2.3 Temporary Fence 2.4 General Scaffolding and Shoring 3 CIVIL, MECHANICAL, ELECTRICAL AND SNITARY/ PLUMBING WORKS Part A. DISMANTLING AND REMOVAL OF STRUCTURES AND OBSTRUCTIONS 3A.1 Individual Removal of Trees (above 500mm up to 750mm ) SA.2 Individual Removal of Trees (below 500mm ) PART B. EARTHWORKS 38.1 Structure Excavation (Common Soil) 38.2 Soil Poisoning 38.3 Gravel Fill ea 35.00 18.00 P329,210.00 P121,616.10 ea 55 345.50 156,00 m L ma P17,635.75 2449,150.00 P215,677.80 1,063.50 165,906.00 P319.05 249,771.80 m P1,950.00 P1,248,000.00 kg m m PART C. FOUNDATION WORKS, PLAIN AND REINFORCED CONCRETE WORKS 30.1 Foundation, RMC (4,000 PSI 28 DAYS) 30.2 Reinforcing Steel, Grade 40 (Foundation) 30.3 Column , RMC (4,000 PSI 28 DAYS) 30.4 Girder Beam, RMC (4,000 PSI 28 DAYS) 30.5 Slab, RMC (4, 000 PSI 28 DAYS) 30.6 Reinforcing Steel, Grade 40 30.7 Formworks and Falseworks 3C.8 Masonry MECHANICAL WORKS SE.1 Automatic Fire Sprinkler System . 2 Elevator 20.25 20,000.00 48.06 59.80 146.25 55,000.75 4,543.49 1,675.00 P1,950.00 P1,950.00 P1,950.00 23,432,046.80 kg m m? 248.00 P845.45 2410.00 I s. 1.00 2.00 283,772.00 P900,000.00 ea ART F. FINISHES 2.F.1 2.F.2 Damp Prooofing Interior FINISH P134,950.40 1,600.00 3,750.00 m? m? $2,750.00