Jefferd C.
Paet BSCE 5C
No. Of Columns 20.00 Bars Used(m)
Concrete Cover 0.075 0.016
Footing Spacing 0.150 0.010
Spacing of Stirrups 0.300
H of reinforcement in column 6.000
Footing (m) Column (m)
Length 1.50 0.30
Width 1.50 0.30
Depth/Height 0.30 5.167
Volume (cu.m.)
Footing 13.50
Column 9.30
Total Volume 22.80
Footing Bars
Length (m) Number of bars(pcs) Total Number (pcs) Total Length (m)
Veritcal 1.45 10.00 200.00 290.00
Horizontal 1.45 10.00 200.00 290.00
Total Length (crosswise) 580.00
Total Number (pcs) 96.67
Total Weight (kg) 915.43
Length (m) Number of bars(pcs) Total Number (pcs) Total Length (m)
Column Bars 6.02 8 160.00 962.56
Total Number (pcs) 160.43
Total Weight (kg) 1,519.24
Stirrups
Length (m) Number of stirrups (pcs) Total Number (pcs) Total Length (m)
Vertical 0.22 34.2233333333333 684.47 725.53
Horizontal 0.22
Total Legnth (m) 1.06
Total Number (pcs) 120.92
Total Weight (kg) 447.41
Forms Perimeter of Column Area of Column Total Area of Column
Plywood 1.40 7.23 144.68
Concrete works
Description Quantity Unit Unit Cost (Php) Total Cost (Php)
Cement 205.21 Bag 300.00 ₱61,561.62
Sand 11.40 cu.m 800.00 ₱9,120.24
Gravel 22.80 cu.m 800.00 ₱18,240.48
Total (Php) ₱88,922.34
Reinforcement
Description Quantity Unit Unit Cost (Php) Total Cost (Php)
16 mm x 6m 2,434.67 kg 38.00 ₱92,517.61
10mm x 6m 447.41 kg 38.00 ₱17,001.70
Total (Php) ₱109,519.30
Formworks
Description Quantity Unit Unit Cost (Php) Total Cost (Php)
Plywood 144.68 sq.m. 500.00 ₱72,338.00
Total (Php) ₱72,338.00
Total Cost (Php) ₱270,779.64
Vat ₱32,493.56
Labor ₱102,896.26
Grand Cost (Php) ₱406,169.46