Bill of Materials and Cost Estimate Sample
BILL OF MATERIALS
AND
COST ESTIMATES
xiv
DETAILED COST ESTIMATE FOR THE CONSTRUCTION OF TWO-STOREY RESIDENTIAL BUILDING WITH ROOF DECK
Location: Naga City
Owner: Ryan M. Bajaro
A. SITEWORKS
Item Description | Quantity | Unit | Unit Cost (Pesos) | Total Cost | 1. Clearing and Grubbing | 630 | m2 | 50 | 31,500 | 2. Excavation | 140 | m3 | 500 | 70,000 | 3. Gravel Bedding | 30 | m3 | 850 | 25,500 | 4. Madrigal Soil (Fill) | 49 | m3 | 350 | 17,150 | 5. Labor Cost (30%) | --- | --- | --- | 43,245 | 6. Indirect Cost (10%) | --- | --- | --- | 14,415 | Total: 201,810 Pesos |
B. FOOTINGS, COLUMNS AND BEAMS
Item Description | Quantity | Unit | Unit Cost (Pesos) | Total Cost | 1. Albay Sand | 71 | m3 | 380 | 26,980 | 2. Coarse Aggregate | 141 | m3 | 850 | 119,850 | 3. Portland Cement | 1,327 | bags | 230 | 305,210 | 4. 20 mm x 6 m RSB | 659 | pcs | 520 | 342,680 | 5. 20 mm x 7.6 m RSB | 142 | pcs | 660 | 93,720 | 6. 12 mm x 6 m RSB | 386 | pcs | 197 | 76,042 | 7. 10 mm x 6 m RSB | 539 | pcs | 137 | 73,843 | 8. # 16 Tie Wire | 120 | kg | 75 | 9,000 | 9. Hacksaw Blade | 35 | pcs | 65 | 2,275 | 10. Labor Cost (30%) | --- | --- | --- | 314,880 | 11. Indirect Cost (10%) | --- | --- | --- | 104,960 | Total: 1,469,440 Pesos |
C. SLABS
Item Description | Quantity | Unit | Unit Cost (Pesos) | Total Cost | 1. Albay Sand | 22 | m3 | 380 | 8,360 | 2. Coarse Aggregate | 44 | m3 | 850 | 37,400 | 3. Portland Cement | 406 | bags | 230 | 93,380 | 4. 12 mm x 6 m RSB | 918 | pcs | 197 | 180,846 | 5. # 16 Tie Wire | 100 | kg | 75 | 7,500 | 6. Labor Cost (30%) | --- | --- | --- | 98,246 | 7.
AND
COST ESTIMATES
xiv
DETAILED COST ESTIMATE FOR THE CONSTRUCTION OF TWO-STOREY RESIDENTIAL BUILDING WITH ROOF DECK
Location: Naga City
Owner: Ryan M. Bajaro
A. SITEWORKS
Item Description | Quantity | Unit | Unit Cost (Pesos) | Total Cost | 1. Clearing and Grubbing | 630 | m2 | 50 | 31,500 | 2. Excavation | 140 | m3 | 500 | 70,000 | 3. Gravel Bedding | 30 | m3 | 850 | 25,500 | 4. Madrigal Soil (Fill) | 49 | m3 | 350 | 17,150 | 5. Labor Cost (30%) | --- | --- | --- | 43,245 | 6. Indirect Cost (10%) | --- | --- | --- | 14,415 | Total: 201,810 Pesos |
B. FOOTINGS, COLUMNS AND BEAMS
Item Description | Quantity | Unit | Unit Cost (Pesos) | Total Cost | 1. Albay Sand | 71 | m3 | 380 | 26,980 | 2. Coarse Aggregate | 141 | m3 | 850 | 119,850 | 3. Portland Cement | 1,327 | bags | 230 | 305,210 | 4. 20 mm x 6 m RSB | 659 | pcs | 520 | 342,680 | 5. 20 mm x 7.6 m RSB | 142 | pcs | 660 | 93,720 | 6. 12 mm x 6 m RSB | 386 | pcs | 197 | 76,042 | 7. 10 mm x 6 m RSB | 539 | pcs | 137 | 73,843 | 8. # 16 Tie Wire | 120 | kg | 75 | 9,000 | 9. Hacksaw Blade | 35 | pcs | 65 | 2,275 | 10. Labor Cost (30%) | --- | --- | --- | 314,880 | 11. Indirect Cost (10%) | --- | --- | --- | 104,960 | Total: 1,469,440 Pesos |
C. SLABS
Item Description | Quantity | Unit | Unit Cost (Pesos) | Total Cost | 1. Albay Sand | 22 | m3 | 380 | 8,360 | 2. Coarse Aggregate | 44 | m3 | 850 | 37,400 | 3. Portland Cement | 406 | bags | 230 | 93,380 | 4. 12 mm x 6 m RSB | 918 | pcs | 197 | 180,846 | 5. # 16 Tie Wire | 100 | kg | 75 | 7,500 | 6. Labor Cost (30%) | --- | --- | --- | 98,246 | 7.