QTO
SP5 DAVID INC. 3/20/2023
STRUCTURAL QUANTITY TAKE OFF
Item no. Description Qty. Unit U-price Amount
I Foundation Excavation 625.80 cu.m.
II Footing concrete , 3000 psi 127.39 cu.m.
16 mm x 6 m rebars 94.50 pcs
20 mm x 6 m rebars 979.00 pcs
III Pedestal concrete 28.74 cu.m.
10 mm x 6 m rebars 541.67 pcs
20 mm x 6 m rebars 242.00 pcs
IV Grade Beams concrete 3000psi 32.78 cu.m.
10 mm x 6 m rebars 518.27 pcs
16 mm x 6 m rebars 251.31 pcs
V Slab on Fill 3000 psi 49.56 cu.m.
10 mm x 6 m rebars 495.60 pcs
VI Structural steel (Column, 2nd flr, Roof deck)
W12x40 Beam lm 130.3 7,755.72 kg
W14x53 Beam lm 684.33 53,971.05 kg
W18x130 Beam lm 6.35 1,228.39 kg
W18x55 Beam lm 37.75 3,089.57 kg
W12x72 Column lm 122.40 13,113.94 kg
W14x176 Column lm 14.40 3,771.33 kg
W12x58 Column lm 252.00 21,749.36 kg
1,247.53
16mm steel plate 3 pcs
Anchor bolt 25mm x 600 x 100 220 pcs
VII Second Floor 565.91 sq.
Concrete Topping 3000psi 56.93 cu.m.
10 mm x 6 m rebars 945.06 pcs
Extra 10 mm x 6 m extra top bars 715.61 pcs
Steeldeck-1 1mm thk. 565.91 sq.
VIII Roof deck 577.62 sq.
Concrete Topping 3000psi 58.11 cu.m.
10 mm x 6 m rebars 964.63 pcs
Extra 10 mm x 6 m extra top bars 715.61 pcs
Steeldeck-1 1mm thk. 577.62 sq.
Prepared by: RGA
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