Concrete Works

Footing Class A

Type Length Width Height

F1 1.5 m 1.5 m 0.3 m

F2 1.2 m 1.2 m 0.3 m

F-1 (Quantity = 12)

Wastage
F-2 (Quantity = 4)
Wastage = 8.1 x 10

Total Volume Wastage = 0.9828m3

Total Volume = Length x Width x Height

Total Volume = (1.5 x 1.5 x 0.3 x 12) +(1.2 x 1.2 x 0.3) Total Concrete

Total Volume = 9.828 m3 Total Concrete Volume = (8.1 + 8.1)

Total Concrete Volume = 10.8108 m3

 For Class A concrete (1:2:4)

Bags of cement 113.08 pcs or 114 bags of cement

No. of cubic meters of sand 4.5405 m3 Sand

No. of cubic meters of gravel 9.0810 m3 Gravel

Column Class A
Type Length Width Height

C-1 0.2 m 0.4 m 0.3 m

C-2 0.2 m 0.4m 2.7 m

C-3 0.2 m 0.4 m 2.6 m

Wastage
C-1 Quantity = 16 (FDN)
Wastage = 0.0576 + 0.1188 + 0.1664
C-2 Quantity = 11 (1st floor)
Wastage = 0.3428 m3
C-2 Quantity = 11 (2nd floor)

Total Concrete Volume

Total Volume
Total Concrete Volume = (1.2096 + 2.4948 + 3.4944)
Total Volume = 1.152 + 2.376 + 3.328
3 Total Concrete Volume = 7.1998 m3
Total Volume = 6.856 m
 For Class A concrete (1:2:4)

Bags of cement 75.2944 pcs or 76 bags of cement

No. of cubic meters of sand 3.0235 m3 Sand

No. of cubic meters of gravel 6.0469 m3 Gravel

Beam Class A
Type Length Width Height

FTB 38.838 m 0.2 m 0.4 m

RB1, RB2 72.589 m 0.2 m 0.35 m

B1, B2, B3 63.937 m 0.2 m 0.4 m

Wastage
FTB Length = 9.063+6.55+7.325+3.225+3.675+2.6+6.4
Wastage = (6.2140 + 5.0812 + 5.1150) x 0.1
RB1, RB2 Length= 9.148+6.9+10+9.299+13.682+9.548+14.012
Wastage = 1.6410 m3
B1, B2, B3 Length =3.275+6.8+3.918+3.225+3.707+3.707+25.491+13.814

Total Volume Total Concrete Volume

Total Volume = 6.2140 + 5.0812 + 5.1150 Total Concrete Volume = 6.2140 + 5.0812 + 5.1150+ 1.6410 =

Total Volume = 16.4103 m3 Total Concrete Volume = 7.8551 m3

 For Class A concrete (1:2:4)

Bags of cement 82.1644 pcs or 83 bags of cement

No. of cubic meters of sand 3.2991 m3 Sand

No. of cubic meters of gravel 6.5982 m3 Gravel

SLAB
Slab thickness = 100 mm
1st Floor
Length (mm) Width (mm) Volume (m3)

2500 3700
0.925
4000 3500
1.4
4000 3500
1.4
3675 5300
1.94775
2000 8000
1.6
5500 5000
2.75
2800 3775
1.057
2nd Floor
Length (mm) Width (mm) Volume (m3)

3700 3270
1.2099
3500 3700
1.295
4650 3675
1.708875
3325 3975
1.3216875
1900 2875
0.54625
1900 2975
0.56525
3425 3775
1.2929375
3025 2575
0.7789375
6800 1950
1.326
1150 1375
0.158125
Total Volume 1st floor Wastage 2nd floor

Total Volume 1st floor = 11.07975 m3 Wastage 2nd floor = 96.930625 * 0.10

Total Volume 2nd floor = 10.202963 m3 Wastage 2nd floor = 1.020296 m3

Wastage 1st floor Total Concrete Volume

Wastage 1st floor = 110.7975 * 0.05 Total Concrete Volume = 207.72813 + 5.539875 + 9.693063

Wastage 1st floor = 0.553988 m3 Total Concrete Volume = 22.857 m3

For Class A concrete (1:2:4)

Bags of cement 239.084 or 240 bags of cement

No. of cubic meters of sand
9.59994 m3 Sand

No. of cubic meters of gravel 19.1999 m3 Gravel

 MASONRY WORKS

EXTERIOR AND INTERIOR WALLS (1ST FLOOR) EXTERIOR AND INTERIOR WALLS (2ND FLOOR)

Length Length

Length = (8.125 m + 9.065 m + 8.75 m + 6.8 m Length = (3.275m + 6.8m + 3.918m + 3.225 m + 3.707m + 3.707m +
25.491m + 25.491m + 14.814 m)
+ 7.325 m + 3.875 m)
Length = 64.937 m
Length = 43.94 m

Height
Height
Height = 2.6 m
Height = 2.7 m

Area
Area
Area = Height x Length
Area = Height x Length
Area = 64.937 m x 2.6m
Area = 43.94 m x 2.7m
Area = 168.836 𝑚𝑚2
Area = 118.638 𝑚𝑚2
Total Area (Wall)
Total Area (Wall) = 287.4742 m2
WINDOWS/ DOORS FROM 1ST TO 2ND FLOOR
Length Height
25.7 m 1.2 m
11.2 m 2.1 m
0.8 m 0.7 m
0.6 m 0.6 m

Total Area (Windows & Doors) = 55.28 m2

Total Area = Total Area (Wall) - Total Area (Windows & Doors) = 232.1942 m2
No. of CHB = 232.1942 x 13 = 3018.52 pcs

Mortar (Class A) (150x200x400mm)

No. of Bags Cement 296.419 pcs or 297 bags

Cubic meters of Sand 15.9982 m3 Sand

Plaster
Thickness = 15 mm
Volume = 232.1942 x 0.015 = 3.482913 m3
Bags of Cement (40 kgs) 62.6924 or 63 bags

Sand in cubic meter 3.48291 m3 Sand

WINDOWS/ DOORS FROM 1ST TO 2ND FLOOR
Length Height
25.7 1.2
11.2 2.1
0.8 0.7
0.6 0.6

USED: 12mm Dia. Vertical Bars

Vertical Bars Vertical Bars = Total Area 𝑥𝑥 Per square meter

Space at 80m O.C Vertical Bars = 232.1942 𝑚𝑚 2 𝑥𝑥 1.60

Horizontal Bars Vertical Bars = 371.51 𝑚𝑚 2

Every 4 Layers
Horizontal Bars
Total Area (Windows & Doors) = 55.28𝑚𝑚2 Horizontal Bars = Total Area 𝑥𝑥 Per square meter
Total Area (Wall) = 287.4742 𝑚𝑚2 Horizontal Bars = 232.1942 𝑚𝑚 2 𝑥𝑥 1.72
Horizontal Bars = 399.37 m
Total Area = Total Area (Wall) - Total Area (Windows & Doors)
Total Area = 287.4742 𝑚𝑚2 − 55.28 𝑚𝑚 2 Total Length
2
Total Area = 232.1942 𝑚𝑚 Total Length = 371.51 𝑚𝑚 + 399.37 m
Total Length = 770.88 m - - - - CASE 3
 𝜋𝜋 2
CASE 3 Total (Kg) = 7850 𝑥𝑥 (0.012) 𝑥𝑥 12 𝑥𝑥 64.24
4
770.88⁄6 = 128.48
770.88⁄7.5 = 102.78
Total (Kg) = 684.40 Kg
770.88⁄9 = 85.65
770.88⁄10.5 = 73.42
770.88⁄12 = 64.24
 EARTHWORKS

Type Length (mm) Width (mm) Height (mm) Height (mm) Height (mm)
st nd
FDN 1 Floor 2 floor
C-1 400 200 900 2700 2600
C-2 200 400 900 2700 2600

Type Length (mm) Width (mm) Thickness (mm)

F-1 1500 1500 300
F-2 1200 1200 300

Type Quantity
C1-F1 2
C2-F1 10
C2-F2 4
 EXCAVATION C2-F2 EXCAVATION C1-F1
EXCAVATION C2-F1
EXCAVATION EXCAVATION EXCAVATION
𝐀𝐀 + 𝐁𝐁 𝐀𝐀+ 𝑩𝑩 𝐀𝐀+ 𝑩𝑩
Volume = � � (𝐇𝐇)(𝐖𝐖) Volume = � � (𝐇𝐇)(𝐖𝐖) Volume = � � (𝐇𝐇)(𝐖𝐖)
𝟐𝟐 𝟐𝟐 𝟐𝟐

𝟏𝟏.𝟖𝟖 𝒎𝒎+ 𝟏𝟏.𝟐𝟐𝟐𝟐 𝟐𝟐.𝟎𝟎 𝒎𝒎+ 𝟏𝟏.𝟓𝟓𝟓𝟓 𝟐𝟐.𝟎𝟎 𝒎𝒎+ 𝟏𝟏.𝟓𝟓𝟓𝟓

Volume = � � (1.3016𝑚𝑚)(1.2𝑚𝑚) Volume = � � (1.3016𝑚𝑚)(1.5𝑚𝑚) Volume = � � (1.3016𝑚𝑚)(1.5𝑚𝑚)
𝟐𝟐 𝟐𝟐 𝟐𝟐

Volume = 2.34 𝒎𝒎𝟑𝟑 Volume = 3.42 𝒎𝒎𝟑𝟑 Volume = 3.42 𝒎𝒎𝟑𝟑

HORIZONTAL TRIMMING HORIZONTAL TRIMMING HORIZONTAL TRIMMING

Area = (1.2 m) (1.2 m) Area = (1.5 m) (1.5 m) Area = (1.5 m) (1.5 m)

Area = 1.44 𝒎𝒎𝟐𝟐 Area = 2.25 𝒎𝒎𝟐𝟐 Area = 2.25 𝒎𝒎𝟐𝟐

VERTICAL TRIMMING VERTICAL TRIMMING VERTICAL TRIMMING

𝐴𝐴𝐴𝐴𝐴𝐴𝐴𝐴1 = (1.34m) (1.2m) (2) 𝐴𝐴𝐴𝐴𝐴𝐴𝐴𝐴1 = (1.33m) (1.5m) (2) 𝐴𝐴𝐴𝐴𝐴𝐴𝐴𝐴1 = (1.33m) (1.5m) (2)

𝐴𝐴𝐴𝐴𝐴𝐴𝐴𝐴1 = 3.22 𝒎𝒎𝟐𝟐 𝐴𝐴𝐴𝐴𝐴𝐴𝐴𝐴1 = 3.99 𝒎𝒎𝟐𝟐 𝐴𝐴𝐴𝐴𝐴𝐴𝐴𝐴1 = 3.99 𝒎𝒎𝟐𝟐

𝟏𝟏.𝟖𝟖𝟖𝟖 + 𝟏𝟏.𝟐𝟐𝟐𝟐 𝟐𝟐.𝟎𝟎𝟎𝟎 + 𝟏𝟏.𝟓𝟓𝟓𝟓 𝟐𝟐.𝟎𝟎𝟎𝟎 + 𝟏𝟏.𝟓𝟓𝟓𝟓
𝐴𝐴𝐴𝐴𝐴𝐴𝐴𝐴2 = � � (𝟏𝟏. 𝟑𝟑𝟑𝟑𝟑𝟑𝟑𝟑𝟑𝟑)(𝟐𝟐) 𝐴𝐴𝐴𝐴𝐴𝐴𝐴𝐴2 = � � (𝟏𝟏. 𝟑𝟑𝟑𝟑𝟑𝟑𝟑𝟑𝟑𝟑)(𝟐𝟐) 𝐴𝐴𝐴𝐴𝐴𝐴𝐴𝐴2 = � � (𝟏𝟏. 𝟑𝟑𝟑𝟑𝟑𝟑𝟑𝟑𝟑𝟑)(𝟐𝟐)
𝟐𝟐 𝟐𝟐 𝟐𝟐

𝑨𝑨𝑨𝑨𝑨𝑨𝑨𝑨𝟐𝟐 = 3.90 𝒎𝒎𝟐𝟐 𝑨𝑨𝑨𝑨𝑨𝑨𝑨𝑨𝟐𝟐 = 4.56 𝒎𝒎𝟐𝟐 𝑨𝑨𝑨𝑨𝑨𝑨𝑨𝑨𝟐𝟐 = 4.56 𝒎𝒎𝟐𝟐

Total Area = 3.22 𝒎𝒎𝟐𝟐 + 3.90 𝒎𝒎𝟐𝟐 Total Area = = 3.99 𝒎𝒎𝟐𝟐 + 4.56 𝒎𝒎𝟐𝟐 Total Area = = 3.99 𝒎𝒎𝟐𝟐 + 4.56 𝒎𝒎𝟐𝟐

Total Area = 7.12 𝒎𝒎𝟐𝟐 Total Area = 8.55 𝒎𝒎𝟐𝟐 Total Area = 8.55 𝒎𝒎𝟐𝟐

SOIL POISONING = HT + VT SOIL POISONING = HT + VT SOIL POISONING = HT + VT

Soil poisoning = 1.44 𝑚𝑚2 + 7.12 𝑚𝑚2 Soil poisoning = 2.25 𝒎𝒎𝟐𝟐 + 8.55 𝒎𝒎𝟐𝟐 Soil poisoning = 2.25 𝒎𝒎𝟐𝟐 + 8.55 𝒎𝒎𝟐𝟐

Soil poisoning = 8.56 𝒎𝒎𝟐𝟐 Soil poisoning = 10.80 𝒎𝒎𝟐𝟐 Soil poisoning = 10.80 𝒎𝒎𝟐𝟐
WATER PROOFING = HORIZONTAL TRIMMING WATER PROOFING = HORIZONTAL TRIMMING WATER PROOFING = HORIZONTAL TRIMMING

Water proofing = 1.44 𝒎𝒎𝟐𝟐 Water proofing = 2.25 𝒎𝒎𝟐𝟐 Water proofing = 2.25 𝒎𝒎𝟐𝟐

GRAVEL BED GRAVEL BED GRAVEL BED

Volume = (1.2m) (1.2m) (0.1016) Volume = (1.5m) (1.5m) (0.1016) Volume = (1.5m) (1.5m) (0.1016)

Volume = 0.146 𝒎𝒎𝟑𝟑 Volume = 0.23 𝒎𝒎𝟑𝟑 Volume = 0.23 𝒎𝒎𝟑𝟑

FOOTING VOLUME FOOTING VOLUME FOOTING VOLUME

F-2 Volume = (1.2m) (1.2m) (0.30m) F-2 Volume = (1.5m) (1.5m) (0.30m) F-2 Volume = (1.5m) (1.5m) (0.30m)

Footing Volume = 0.432 𝒎𝒎𝟑𝟑 Footing Volume = 0.675 𝒎𝒎𝟑𝟑 Footing Volume = 0.675 𝒎𝒎𝟑𝟑

COLUMN VOLUME COLUMN VOLUME COLUMN VOLUME

C-2 Volume = (0.2m) (0.4m) (0.90m) C-2 Volume = (0.4m) (0.2m) (0.90m) C-2 Volume = (0.4m) (0.2m) (0.90m)

C-2 Volume = 0.07 𝒎𝒎𝟑𝟑 C-2 Volume = 0.07 𝒎𝒎𝟑𝟑 C-2 Volume = 0.07 𝒎𝒎𝟑𝟑

CONCRETE VOLUME (C/V) CONCRETE VOLUME (C/V) CONCRETE VOLUME (C/V)

Concrete Volume = 0.43 𝑚𝑚3 + 0.07 𝑚𝑚3 Concrete Volume 0.675 𝑚𝑚3 + 0.07 𝑚𝑚3 Concrete Volume 0.675 𝑚𝑚3 + 0.07 𝑚𝑚3

Concrete Volume = 0.5 𝒎𝒎𝟑𝟑 Concrete Volume = 0.75 𝒎𝒎𝟑𝟑 Concrete Volume = 0.75 𝒎𝒎𝟑𝟑

BACKFILL = Excavation – Gravel Bed – C/V BACKFILL = Excavation – Gravel Bed – C/V BACKFILL = Excavation – Gravel Bed – C/V

Backfill = 2.34 𝑚𝑚3 - 0.146 𝑚𝑚3 - 0.5 𝑚𝑚3 Backfill = 3.42 𝑚𝑚3 - 0.23 𝑚𝑚3 - 0.75 𝑚𝑚3 Backfill = 3.42 𝑚𝑚3 - 0.23 𝑚𝑚3 - 0.75 𝑚𝑚3
Backfill = 1.694 𝒎𝒎𝟑𝟑 Backfill = 2.44 𝒎𝒎𝟑𝟑 Backfill = 2.44 𝒎𝒎𝟑𝟑
 Earthworks Per Quantity of Total
(C2-F2) C2-F2 C2-F2 = 4

EXCAVATION 2.34 𝑚𝑚3 2.34 𝑚𝑚3 𝑥𝑥 4 9.36 𝒎𝒎𝟑𝟑

HORIZONTAL TRIMMING 1.44 𝑚𝑚2 1.44 𝑚𝑚2 𝑥𝑥 4 5.75 𝒎𝒎 𝟐𝟐

VERTICAL TRIMMING 7.12 𝑚𝑚2 7.12 𝑚𝑚2 𝑥𝑥 4 28.48 𝒎𝒎𝟐𝟐

SOIL POISONING 8.56 𝑚𝑚2 8.56 𝑚𝑚2 𝑥𝑥 4 34.24 𝒎𝒎𝟐𝟐

WATER PROOFING 1.44 𝑚𝑚2 1.44 𝑚𝑚2 𝑥𝑥 4 5.75 𝒎𝒎𝟐𝟐

GRAVEL BED
0.146 𝑚𝑚3 0.146 𝑚𝑚3 𝑥𝑥 4 0.584 𝒎𝒎𝟑𝟑

FOOTING VOLUME 0.432 𝑚𝑚3 0.432 𝑚𝑚3 𝑥𝑥 4 1.728 𝒎𝒎𝟑𝟑

CONCRETE VOLUME (C/V) 0.5 𝑚𝑚3 0.5 𝑚𝑚3 𝑥𝑥 4 2 . 𝟎𝟎𝟎𝟎𝟑𝟑

BACKFILL 1.694 𝑚𝑚3 1.694 𝑚𝑚3 𝑥𝑥 4 6.776 𝒎𝒎𝟑𝟑

 Earthworks Per Quantity of
(C2-F2) C2-F1 C2-F1 = 10` Total

EXCAVATION 3.42 𝑚𝑚3 3.42 𝑚𝑚3 𝑥𝑥 10 𝟑𝟑𝟑𝟑. 𝟐𝟐 𝒎𝒎𝟑𝟑

HORIZONTAL TRIMMING 2.25 𝑚𝑚2 2.25 𝑚𝑚2 𝑥𝑥 10 22.5 𝒎𝒎𝟐𝟐

VERTICAL TRIMMING 8.55 𝑚𝑚2 8.55 𝑚𝑚2 𝑥𝑥 10 85.5 𝒎𝒎𝟐𝟐

SOIL POISONING 10. 80 𝑚𝑚2 10. 80 𝑚𝑚2 𝑥𝑥 10 𝟏𝟏𝟏𝟏𝟏𝟏. 𝟓𝟓 𝒎𝒎𝟐𝟐

WATER PROOFING 2.25 𝑚𝑚2 2.25 𝑚𝑚2 𝑥𝑥 10 22.5 𝒎𝒎𝟐𝟐

GRAVEL BED 0.23 𝑚𝑚3 0.23 𝑚𝑚3 𝑥𝑥 10 2.3 𝒎𝒎𝟑𝟑

FOOTING VOLUME 0.675 𝑚𝑚3 0.675 𝑚𝑚3 𝑥𝑥 10 6.75 𝒎𝒎𝟑𝟑

CONCRETE VOLUME (C/V) 0.75 𝑚𝑚3 0.75 𝑚𝑚3 𝑥𝑥 10 7.5 𝒎𝒎𝟑𝟑

BACKFILL 2.44 𝑚𝑚3 2.44 𝑚𝑚3 𝑥𝑥 10 𝟐𝟐𝟐𝟐. 𝟓𝟓 𝒎𝒎𝟑𝟑

 Earthworks Per Quantity of
(C1-F1) C1-F1 C1-F1 = 2 Total

EXCAVATION 3.42 𝑚𝑚3 3.42 𝑚𝑚3 𝑥𝑥 2 𝟔𝟔. 𝟖𝟖𝟖𝟖 𝒎𝒎𝟑𝟑

HORIZONTAL TRIMMING 2.25 𝑚𝑚2 2.25 𝑚𝑚2 𝑥𝑥 2 𝟒𝟒. 𝟓𝟓 𝒎𝒎𝟐𝟐

VERTICAL TRIMMING 8.55 𝑚𝑚2 8.55 𝑚𝑚2 𝑥𝑥 2 𝟏𝟏𝟏𝟏. 𝟏𝟏 𝒎𝒎𝟐𝟐

SOIL POISONING 10. 80 𝑚𝑚2 10. 80 𝑚𝑚2 𝑥𝑥 2 21.6 𝒎𝒎𝟐𝟐

WATER PROOFING 2.25 𝑚𝑚2 2.25 𝑚𝑚2 𝑥𝑥 2 𝟒𝟒. 𝟓𝟓 𝒎𝒎𝟐𝟐

GRAVEL BED 0.23 𝑚𝑚3 0.23 𝑚𝑚3 𝑥𝑥 2 0.46 𝒎𝒎𝟑𝟑

FOOTING VOLUME 0.675 𝑚𝑚3 0.675 𝑚𝑚3 𝑥𝑥 2 1.35 𝒎𝒎𝟑𝟑

CONCRETE VOLUME (C/V) 0.75 𝑚𝑚3 0.75 𝑚𝑚3 𝑥𝑥 2 1.5 𝒎𝒎𝟑𝟑

BACKFILL 2.44 𝑚𝑚3 2.44 𝑚𝑚3 𝑥𝑥 2 4.88 𝒎𝒎𝟑𝟑

 FORMWORKS
FOOTING – USE 2'x4'

Type Length (mm) Width (mm) Thickness (mm)

F-1 1500 1500 300

F-2 1200 1200 300

Fly wood Fly wood

F – 1 (Quantity =12) F – 2 (Quantity = 4)
Area = 2 [(1.5 m) (.30 m) (2)] Area = 2 [(1.2 m) (.30 m) (2)]
Area = 1.8 𝒎𝒎𝟐𝟐 Area = 1.44 𝒎𝒎𝟐𝟐
Fly wood (pcs) = Area x Factor Fly wood (pcs) = Area x Factor

Fly wood (pcs) = 1.8 𝒎𝒎𝟐𝟐 𝒙𝒙 1.48 Fly wood (pcs) = 1.44 𝒎𝒎𝟐𝟐 𝒙𝒙 1.48
Fly wood (pcs) = 2.664 x 12 Fly wood (pcs) = 2.1312 x 12
Fly wood (pcs) = 31.97 ~ 32 pcs of Fly wood Fly wood (pcs) = 25.57 ~ 26 pcs of Fly wood

STUDS (spacing = 0.5 m) STUDS (spacing = 0.5 m)

𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿ℎ 𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿ℎ
Vertical Studs = 𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆 + 1 Vertical Studs = 𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆 + 1
1.5𝑚𝑚 1.2𝑚𝑚
Vertical Studs = 0.5 𝑚𝑚 + 1 Vertical Studs = 0.5 𝑚𝑚 + 1

Vertical Studs = 4 Studs x 4 Vertical Studs = 4 Studs x 4

Vertical Studs = 16 Studs x 12 Vertical Studs = 16 Studs x 12
Vertical Studs = 192 Vertical Studs Vertical Studs = 192 Vertical Studs

𝐻𝐻𝐻𝐻𝐻𝐻𝐻𝐻ℎ𝑡𝑡 𝐻𝐻𝐻𝐻𝐻𝐻𝐻𝐻ℎ𝑡𝑡
Horizontal Studs = 𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆 + 1 Horizontal Studs = 𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆 + 1
0.3𝑚𝑚 0.3𝑚𝑚
Horizontal Studs = 0.5𝑚𝑚 + 1 Horizontal Studs = 0.5𝑚𝑚 + 1

Horizontal Studs = 1.6 x 4 Horizontal Studs = 1.6 x 4

Horizontal Studs = 7 Studs x 12 Horizontal Studs = 7 Studs x 12
Horizontal Studs = 84 Horizontal Studs Horizontal Studs = 84 Horizontal Studs

NAILS (10 ∅) NAILS (10 ∅)

VS x HS x 4 VS x HS x 4
Nails (kg) = 𝑁𝑁𝑁𝑁𝑁𝑁𝑁𝑁𝑁𝑁 𝑝𝑝𝑝𝑝𝑝𝑝 𝐾𝐾𝐾𝐾 Nails (kg) = 𝑁𝑁𝑁𝑁𝑁𝑁𝑁𝑁𝑁𝑁 𝑝𝑝𝑝𝑝𝑝𝑝 𝐾𝐾𝐾𝐾
16 x 7 x 4 16 x 7 x 4
Nails (kg) = Nails (kg) =
163 𝑘𝑘𝑘𝑘 163 𝑘𝑘𝑘𝑘

Nails (kg) = 2.73 kg x 12 Nails (kg) = 2.73 kg x 12

Nails (kg) = 32.98 kg Nails (kg) = 32.98 kg
COLUMN – USE 2'x4'
Type Length (mm) Width (mm) Height (mm) Height (mm) Height (mm)
FDN 1st Floor 2nd floor

C-1 400 200 900 2700 2600

C-2 200 400 900 2700 2600

Fly wood Fly wood

FDN TO GROUND FLOOR FDN TO GROUND FLOOR

C– 1 (Quantity =2) C– 2 (Quantity =14)

Area = [(0.4 m) (0.9 m) (2)] [(0.2 m) (0.9 m) (2)] Area = [(0.4 m) (0.9 m) (2)] [(0.2 m) (0.9 m) (2)]
Area = 1.08 𝒎𝒎𝟐𝟐 Area = 1.08 𝒎𝒎𝟐𝟐
Fly wood (pcs) = Area x Factor Fly wood (pcs) = Area x Factor
Fly wood (pcs) = 1.08 𝒎𝒎𝟐𝟐 𝒙𝒙 1.48 Fly wood (pcs) = 1.08 𝒎𝒎𝟐𝟐 𝒙𝒙 1.48
Fly wood (pcs) = 1.60 x 2 Fly wood (pcs) = 1.60 x 14
Fly wood (pcs) = 3.19~ 4 pcs of Fly wood Fly wood (pcs) = 22.4~ 23 pcs of Fly wood

STUDS (spacing = 0.5 m) STUDS (spacing = 0.5 m)

𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿ℎ 𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿ℎ
Vertical Studs = 𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆 + 1 Vertical Studs = 𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆 + 1
0.4 𝑚𝑚 0.4 𝑚𝑚
Vertical Studs = 0.5 𝑚𝑚 + 1 Vertical Studs = 0.5 𝑚𝑚 + 1

Vertical Studs = 2 Studs x 2 Vertical Studs = 2 Studs x 2

Vertical Studs = 4 Vertical Studs x 2 Vertical Studs = 4 Vertical Studs x 14

𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿ℎ 𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿ℎ
Vertical Studs = +1 Vertical Studs = +1
𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆 𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆
0.2 𝑚𝑚 0.2 𝑚𝑚
Vertical Studs = 0.5 𝑚𝑚 + 1 Vertical Studs = 0.5 𝑚𝑚 + 1

Vertical Studs = 2 Studs x 2 Vertical Studs = 2 Studs x 2

Vertical Studs = 4Vertical Studs x 2 Vertical Studs = 4Vertical Studs x 14

Vertical Studs = 8 + 8 Vertical Studs = 56 + 56

Vertical Studs = 16 Vertical Studs Vertical Studs = 112 Vertical Studs

𝐻𝐻𝐻𝐻𝐻𝐻𝐻𝐻ℎ𝑡𝑡 𝐻𝐻𝐻𝐻𝐻𝐻𝐻𝐻ℎ𝑡𝑡
Horizontal Studs = 𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆 + 1 Horizontal Studs = 𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆 + 1
0.9𝑚𝑚 0.9𝑚𝑚
Horizontal Studs = 0.5𝑚𝑚 + 1 Horizontal Studs = 0.5𝑚𝑚 + 1

Horizontal Studs = 2.8 x 4 Horizontal Studs = 2.8 x 4

Horizontal Studs = 12 Studs x 2 Horizontal Studs = 12 Studs x 14
Horizontal Studs = 24 Horizontal Studs Horizontal Studs = 168 Horizontal Studs

NAILS (10 ∅) NAILS (10 ∅)

VS x HS x 4 VS x HS x 4
Nails (kg) = 𝑁𝑁𝑁𝑁𝑁𝑁𝑁𝑁𝑁𝑁 𝑝𝑝𝑝𝑝𝑝𝑝 𝐾𝐾𝐾𝐾 Nails (kg) = 𝑁𝑁𝑁𝑁𝑁𝑁𝑁𝑁𝑁𝑁 𝑝𝑝𝑝𝑝𝑝𝑝 𝐾𝐾𝐾𝐾
8 x 12 x 4 8 x 12 x 4
Nails (kg) = Nails (kg) =
163 𝑘𝑘𝑘𝑘 163 𝑘𝑘𝑘𝑘

Nails (kg) = 2.356 kg x 2 Nails (kg) = 2.356 kg x 14

Nails (kg) = 4.71 kg Nails (kg) = 32.98 kg
 Fly wood
Fly wood
2nd FLOOR to ROOF
GROUND FLOOR TO 2ND FLOOR
C– 2 (Quantity = 11)
C– 2 (Quantity = 11)
Area = [(0.4 m) (2.7m) (2)] [(0.2 m) ( 2.7 m) (2)]
Area = [(0.4 m) (2.7m) (2)] [(0.2 m) (2.7 m) (2)]
Area = 3.12 𝒎𝒎𝟐𝟐
Area = 3.24𝒎𝒎𝟐𝟐
Fly wood (pcs) = Area x Factor
Fly wood (pcs) = Area x Factor
𝟐𝟐 Fly wood (pcs) = 3.12 𝒎𝒎𝟐𝟐 𝒙𝒙 1.48
Fly wood (pcs) = 6.48 𝒎𝒎 𝒙𝒙 1.48
Fly wood (pcs) = 4.62 x 11
Fly wood (pcs) = 4.80x 11
Fly wood (pcs) = 50.79 ~ 51 pcs of Fly wood
Fly wood (pcs) = 52.74 ~ 53 pcs of Fly wood

STUDS (spacing = 0.5 m)

STUDS (spacing = 0.5 m)
𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿ℎ
𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿ℎ Vertical Studs = 𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆 + 1
Vertical Studs = 𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆 + 1
0.4 𝑚𝑚
0.4 𝑚𝑚 Vertical Studs = 0.5 𝑚𝑚 + 1
Vertical Studs = 0.5 𝑚𝑚 + 1
Vertical Studs = 2 Studs x 2
Vertical Studs = 2 Studs x 2
Vertical Studs = 4 Vertical Studs x 2
Vertical Studs = 4 Vertical Studs x 11

𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿ℎ
𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿ℎ Vertical Studs = 𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆 + 1
Vertical Studs = 𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆 + 1
0.2 𝑚𝑚
0.2 𝑚𝑚 Vertical Studs = 0.5 𝑚𝑚 + 1
Vertical Studs = 0.5 𝑚𝑚 + 1
Vertical Studs = 2 Studs x 2
Vertical Studs = 2 Studs x 2
Vertical Studs = 4Vertical Studs x 11
Vertical Studs = 4Vertical Studs x 11
Vertical Studs = 44 + 44 Vertical Studs = 44 + 44
Vertical Studs = 88 Vertical Studs Vertical Studs = 88 Vertical Studs

𝐻𝐻𝐻𝐻𝐻𝐻𝐻𝐻ℎ𝑡𝑡 𝐻𝐻𝐻𝐻𝐻𝐻𝐻𝐻ℎ𝑡𝑡
Horizontal Studs = 𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆 + 1 Horizontal Studs = 𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆 + 1
0.9𝑚𝑚 0.9𝑚𝑚
Horizontal Studs = 0.5𝑚𝑚 + 1 Horizontal Studs = 0.5𝑚𝑚 + 1

Horizontal Studs = 2.8 x 4 Horizontal Studs = 2.8 x 4

Horizontal Studs = 12 Studs x 11 Horizontal Studs = 12 Studs x 11
Horizontal Studs = 132 Horizontal Studs Horizontal Studs = 132 Horizontal Studs

NAILS (10 ∅) NAILS (10 ∅)

VS x HS x 4 VS x HS x 4
Nails (kg) = 𝑁𝑁𝑁𝑁𝑁𝑁𝑁𝑁𝑁𝑁 𝑝𝑝𝑝𝑝𝑝𝑝 𝐾𝐾𝐾𝐾 Nails (kg) = 𝑁𝑁𝑁𝑁𝑁𝑁𝑁𝑁𝑁𝑁 𝑝𝑝𝑝𝑝𝑝𝑝 𝐾𝐾𝐾𝐾
8 x 12 x 4 8 x 12 x 4
Nails (kg) = Nails (kg) =
163 𝑘𝑘𝑘𝑘 163 𝑘𝑘𝑘𝑘

Nails (kg) = 2.356 kg x 11 Nails (kg) = 2.356 kg x 11

Nails (kg) = 25.92 kg Nails (kg) = 25.92 kg
BEAM– USE 2'x4'

Type Length (m) Width (m) Height(m)

FTB 38.838 0.2 0.4
RB1, RB2 72.589 0.2 0.35
B1, B2, B3 63.937 0.2 0.4

Fly wood Fly wood

FTB RB1, RB2
Area = [(0.4 m) (38.839 m) (2)] [(0.2 m) (38.839 m) (2)] Area = [(0.35m) (72.589m) (2)] [(0.2 m) (72.589m) (2)]
Area = 46.61 𝒎𝒎𝟐𝟐 Area = 79.85𝒎𝒎𝟐𝟐
Fly wood (pcs) = Area x Factor Fly wood (pcs) = Area x Factor
Fly wood (pcs) = 46.61 𝒎𝒎𝟐𝟐 𝒙𝒙 1.48 Fly wood (pcs) = 79.85𝒎𝒎𝟐𝟐 𝒙𝒙 1.48
Fly wood (pcs) = 68.98 x 2 Fly wood (pcs) = 118.17 x 2
Fly wood (pcs) = 137.97 ~ 138 pcs of Fly wood Fly wood (pcs) = 236.34 ~ 237 pcs of Fly wood

STUDS (spacing = 0.5 m) STUDS (spacing = 0.5 m)

𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿ℎ 𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿ℎ
Vertical Studs = 𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆 + 1 Vertical Studs = 𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆 + 1
38.838 𝑚𝑚 72.589 m
Vertical Studs = +1 Vertical Studs = +1
0.5 𝑚𝑚 0.5 𝑚𝑚

Vertical Studs = 79 Studs x 2 Vertical Studs = 147Studs x 2

Vertical Studs = 158 Vertical Studs Vertical Studs = 294 Vertical Studs

𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿ℎ 𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿ℎ
Vertical Studs = +1 Vertical Studs = +1
𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆 𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆
0.2 𝑚𝑚 0.2 𝑚𝑚
Vertical Studs = 0.5 𝑚𝑚 + 1 Vertical Studs = 0.5 𝑚𝑚 + 1

Vertical Studs = 2 Studs x 2 Vertical Studs = 2 Studs x 2

Vertical Studs = 4Vertical Studs x 2 Vertical Studs = 4Vertical Studs x 2

Vertical Studs = 158 + 8 Vertical Studs = 294+ 8

Vertical Studs = 166 vertical studs Vertical Studs = 302 vertical studs

𝐻𝐻𝐻𝐻𝐻𝐻𝐻𝐻ℎ𝑡𝑡 𝐻𝐻𝐻𝐻𝐻𝐻𝐻𝐻ℎ𝑡𝑡
Horizontal Studs = 𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆 + 1 Horizontal Studs = 𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆 + 1
0.4𝑚𝑚 0.35𝑚𝑚
Horizontal Studs = 0.5𝑚𝑚 + 1 Horizontal Studs = 0.5𝑚𝑚
+1

Horizontal Studs = 1.8 x 4 Horizontal Studs = 1.7 x 4

Horizontal Studs = 8 Studs x 2 Horizontal Studs = 7 Studs x 2
Horizontal Studs = 16 Horizontal Studs Horizontal Studs = 14 Horizontal Studs

NAILS (10 ∅) NAILS (10 ∅)

VS x HS x 4 VS x HS x 4
Nails (kg) = 𝑁𝑁𝑁𝑁𝑁𝑁𝑁𝑁𝑁𝑁 𝑝𝑝𝑝𝑝𝑝𝑝 𝐾𝐾𝐾𝐾 Nails (kg) = 𝑁𝑁𝑁𝑁𝑁𝑁𝑁𝑁𝑁𝑁 𝑝𝑝𝑝𝑝𝑝𝑝 𝐾𝐾𝐾𝐾
166 x 16 x 4 302x 14 x 4
Nails (kg) = Nails (kg) =
163 𝑘𝑘𝑘𝑘 163 𝑘𝑘𝑘𝑘

Nails (kg) = 65.18 kg Nails (kg) = 103.75 kg

Fly wood Vertical Studs = 258+ 8
FTB Vertical Studs = 266 vertical studs
Area = [(0.4 m) (63.937m) (2)] [(0.2 m) (63.937m) (2)]
Area = 76.72𝒎𝒎𝟐𝟐 𝐻𝐻𝐻𝐻𝐻𝐻𝐻𝐻ℎ𝑡𝑡
Horizontal Studs = 𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆 + 1
Fly wood (pcs) = Area x Factor 0.4𝑚𝑚
Horizontal Studs = 0.5𝑚𝑚 + 1
Fly wood (pcs) = 76.72 𝒎𝒎𝟐𝟐 𝒙𝒙 1.48
Horizontal Studs = 1.8 x 4
Fly wood (pcs) = 113.55 x 2
Horizontal Studs = 8 Studs x 2
Fly wood (pcs) = 227.19 ~ 228 pcs of Fly wood
Horizontal Studs = 16 Horizontal Studs

STUDS (spacing = 0.5 m)

𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿ℎ
NAILS (10 ∅)
Vertical Studs = 𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆 + 1 VS x HS x 4
Nails (kg) = 𝑁𝑁𝑁𝑁𝑁𝑁𝑁𝑁𝑁𝑁 𝑝𝑝𝑝𝑝𝑝𝑝 𝐾𝐾𝐾𝐾
63.937𝑚𝑚
Vertical Studs = 0.5 𝑚𝑚
+1 266 x 16 x 4
Nails (kg) = 163 𝑘𝑘𝑘𝑘
Vertical Studs = 129 Studs x 2
Nails (kg) = 104.44 kg
Vertical Studs = 258 Vertical Studs

𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿ℎ
Vertical Studs = 𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆 + 1
0.2 𝑚𝑚
Vertical Studs = 0.5 𝑚𝑚 + 1

Vertical Studs = 2 Studs x 2

Vertical Studs = 4 Vertical Studs x 2
 TILE WORKS
1st FLOOR
𝑨𝑨 𝑩𝑩
Note: Used case 1 ( ) ( ) for all tile dimension.
𝒂𝒂 𝒂𝒂

Living Area (400 x 400) T & B 1 (200 x 200) Maid’s RM. (400 x 400)
Phase 1
a 0.200 m a 0.400 m
a 0.400 m
A 1.300 m A 1.800 m
A 0.875 m
B 1.800 m B 2.800 m
B 2.300 m

1.300 m 1.800 m
0.875 m � � = 6.5000 ~ 7 pcs � � = 4.5000 ~ 5 pcs
� � = 2.1875 ~ 3pcs 0.200 m 0.400 m
0.400 m 1.800 m 2.800 m
2.300 m � � = 9 pcs � � = 7 pcs
� � = 5.7500 ~ 6 pcs 0.200 m 0.400 m
0.400 m

(7) (9) = 63 pcs square tiles (5) (7) = 35 pcs square tiles
(3) (6) = 18 pcs square tiles

Living Area (400 x 400) T & B 2 (200 x 200) Dirty Kit/ Laundry (400 x 400)
Phase 2
a 0.200 m a 0.400 m
a 0.400 m
A 3.800 m A 1.300 m A 1.747 m
B 3.825 m B 1.800 m B 4.300 m

3.800 m 1.300 m 1.747 m

� � = 9.5000 ~ 10 pcs � � = 6.5000 ~ 7 pcs � � = 4.4675 ~ 5 pcs
0.400 m 0.200 m 0.400 m
3.825 m 1.800 m 4.300 m
� � = 9.5625 ~ 10 pcs � � = 9 pcs � � = 10.750 ~ 11 pcs
0.400 m 0.200 m 0.400 m

(10) (10) = 100 pcs square tiles

(7) (9) = 63 pcs square tiles (5) (11) = 55 pcs square tiles
 Kitchen (400 x 400) Dining Area (400 x 400) Entry Porch (400 x 400)

a 0.400 m a 0.400 m a 0.400 m

A 1.900 m A 3.225 m A 1.819 m
B 4.300 m B 4.131 m B 1.875 m

1.900 m 3.225 m 1.819 m

� � = 4.7500 ~ 5 pcs � � = 9.0625 ~ 10 pcs � � = 4.5475 ~ 5 pcs
0.400 m 0.400 m 0.400 m
4.300 m 4.131 m 1.875 m
� � = 10.750 ~ 11 pcs � � = 10.3275 ~ 11 pcs � � = 4.6875 ~ 5pcs
0.400 m 0.400 m 0.400 m

(5) (11) = 55 pcs square tiles (10) (11) = 110 pcs square tiles (5) (5) = 25 pcs square tiles

TILE WORKS
2nd FLOOR
𝑨𝑨 𝑩𝑩
Note: Used case 1 ( ) ( ) for all tile dimension.
𝒂𝒂 𝒂𝒂

Walk-in closet 1 (400 x 4 00) T & B 1 (200 x 200) T & B 2 (200 x 200)

a 0.400 m a 0.200 m a 0.200 m

A 1.300 m A 1.300 m A 1.300 m
B 1.800 m B 1.800 m B 1.800 m

1.300 m 1.300 m
�
1.300 m
� = 3.250 ~ 4 pcs � � = 6.5000 ~ 7 pcs � � = 6.5000 ~ 7 pcs
0.200 m 0.200 m
0.200 m
1.800 m 1.800 m
�
1.800 m
� = 4.500 ~ 5 pcs � � = 9 pcs � � = 9 pcs
0.200 m 0.200 m
0.200 m

(4) (5) = 20 pcs square tiles (7) (9) = 63 pcs square tiles (7) (9) = 63 pcs square tiles
Walk-in closet 2 (400 x 4 00) Bedroom 1 (400 x 4 00) Bedroom 2 (400 x 4 00)

a 0.400 m a 0.400 m a 0.400 m

A 1.300 m A 2.300 m A 2.300 m
B 1.800 m B 3.800 m B 3.800 m

1.300 m 2.300 m 2.300 m

� � = 3.250 ~ 4 pcs � � = 5.750 ~ 6 pcs � � = 5.750 ~ 6 pcs
0.400 m 0.400 m 0.400 m
1.800 m 3.800 m 3.800 m
� � = 4.500 ~ 5 pcs � � = 9.500 ~ 10 pcs � � = 9.500 ~ 10 pcs
0.400 m 0.400 m 0.400 m

(4) (5) = 20 pcs square tiles (6) (10) = 60 pcs square tiles (6) (10) = 60 pcs square tiles

Walk-in closet 3 (400 x 4 00) T & B 3 (200 x 200) T & B 4 (200 x 200)

a 0.400 m a 0.200 m a 0.200 m

A 1.300 m A 1.300 m A 1.300 m
B 1.800 m B 1.800 m B 1.800 m

1.300 m 1.300 m
� � = 3.250 ~ 4 pcs �
1.300 m
� = 6.5000 ~ 7 pcs � � = 6.5000 ~ 7 pcs
0.400 m 0.200 m 0.200 m
1.800 m 1.800 m
� � = 4.500 ~ 5 pcs �
1.800 m
� = 9 pcs � � = 9 pcs
0.400 m 0.200 m
0.200 m

(4) (5) = 20 pcs square tiles (7) (9) = 63 pcs square tiles (7) (9) = 63 pcs square tiles
Master’s Bedroom (400 x 4 00) Guest Room (400 x 4 00) Family Area (400 x 4 00)
Phase 1
a 0.400 m a 0.400 m
A 3.300 m A 2.725 m a 0.400 m
B 3.800 m B 3.300 m A 0.900 m
B 1.800 m
3.300 m 2.725 m
� � = 8.250 ~ 9 pcs � � = 6.8125~ 7 pcs
0.400 m 0.400 m
3.800 m 3.300 m 0.900 m
� � = 9.500 ~ 10 pcs � � = 8.2500 ~ 9 pcs � � = 2.25~ 3 pcs
0.400 m 0.400 m 0.400 m
1.800 m
� � = 4.500 ~ 5 pcs
0.400 m
(9) (10) = 90 pcs square tiles (9) (7) = 63 pcs square tiles
(3) (5) = 15 pcs square tiles

Family Area (400 x 4 00) Family Area (400 x 4 00)

Phase 2 Phase 3

a 0.400 m a 0.400 m
A 2.550 m A 1.300 m
B 3.300 m B 1.300 m

2.550 m
� � = 6.375~ 7 pcs �
0.900 m
� = 3.250 ~ 4 pcs
0.400 m 0.400 m
3.300 m
� � = 8.250 ~ 9 pcs �
1.800 m
� = 3.250 ~ 4 pcs
0.400 m 0.400 m

(7) (9) = 63 pcs square tiles (4) (4) = 16 pcs square tiles
 PAINTING WORKS

EXTERIOR AND INTERIOR WALLS (1ST FLOOR) EXTERIOR AND INTERIOR WALLS (2ND FLOOR)

Length Length

Length = (8.125 m + 9.065 m + 8.75 m + 6.8 m Length = (3.275m + 6.8m + 3.918m + 3.225 m + 3.707m + 3.707m +
25.491m + 25.491m + 14.814 m)
+ 7.325 m + 3.875 m)
Length = 64.937 m
Length = 43.94 m

Height
Height
Height = 2.6 m
Height = 2.7 m

Area
Area
Area = Height x Length
Area = Height x Length
Area = 64.937 m x 2.6m
Area = 43.94 m x 2.7m
Area = 168.836 𝑚𝑚2
2
Area = 118.638 𝑚𝑚
EXTERIOR AND INTERIOR WALLS (1ST FLOOR) EXTERIOR AND INTERIOR WALLS (2ND FLOOR)
(𝑺𝑺𝑺𝑺𝑺𝑺𝑺𝑺𝑺𝑺𝑺𝑺𝑺𝑺 𝑨𝑨𝑨𝑨𝑨𝑨𝑨𝑨)(𝒏𝒏𝒏𝒏𝒏𝒏𝒏𝒏𝒏𝒏𝒏𝒏 𝒐𝒐𝒐𝒐 𝒄𝒄𝒄𝒄𝒄𝒄𝒄𝒄 ) (𝑺𝑺𝑺𝑺𝑺𝑺𝑺𝑺𝑺𝑺𝑺𝑺𝑺𝑺 𝑨𝑨𝑨𝑨𝑨𝑨𝑨𝑨)(𝒏𝒏𝒏𝒏𝒏𝒏𝒏𝒏𝒏𝒏𝒏𝒏 𝒐𝒐𝒐𝒐 𝒄𝒄𝒄𝒄𝒄𝒄𝒄𝒄 )
Paint = [ 𝑪𝑪𝑪𝑪𝑪𝑪𝑪𝑪𝑪𝑪𝑪𝑪𝑪𝑪𝑪𝑪 𝒐𝒐𝒐𝒐 𝒑𝒑𝒑𝒑𝒑𝒑𝒑𝒑𝒑𝒑 ] Paint = [ 𝑪𝑪𝑪𝑪𝑪𝑪𝑪𝑪𝑪𝑪𝑪𝑪𝑪𝑪𝑪𝑪 𝒐𝒐𝒐𝒐 𝒑𝒑𝒑𝒑𝒑𝒑𝒑𝒑𝒑𝒑 ]
𝟒𝟒 𝟒𝟒

AREA=118.638 𝑚𝑚2 AREA=168.836 𝑚𝑚2

PRIMER COAT (2 COATS) COVERGE 30m2 / 4 LITERS PRIMER COAT (2 COATS) COVERGE 30m2 / 4 LITERS

TOP COAT (2 COATS) COVERGE 40m2 / 4 LITERS TOP COAT (2 COATS) COVERGE 40m2 / 4 LITERS

Primer Primer
�118.638 𝑚𝑚2 � (𝟐𝟐 𝒄𝒄𝒄𝒄𝒄𝒄𝒄𝒄 ) �168.836 𝑚𝑚2 � (𝟐𝟐 𝒄𝒄𝒄𝒄𝒄𝒄𝒄𝒄 )
Paint = [ 30m2 ] = 31.63 Liters Paint = [ 30m2 ] = 45.02 Liters
𝟒𝟒 𝟒𝟒

𝟑𝟑𝟑𝟑.𝟔𝟔𝟔𝟔 𝐋𝐋𝐋𝐋𝐋𝐋𝐋𝐋𝐋𝐋𝐋𝐋 𝟒𝟒𝟒𝟒.𝟎𝟎𝟎𝟎 𝐋𝐋𝐋𝐋𝐋𝐋𝐋𝐋𝐋𝐋𝐋𝐋

Can/s = Can/s =
𝟒𝟒 𝑳𝑳𝑳𝑳𝑳𝑳𝑳𝑳𝑳𝑳𝑳𝑳 𝟒𝟒 𝑳𝑳𝑳𝑳𝑳𝑳𝑳𝑳𝑳𝑳𝑳𝑳

Can/s = 8 cans @ 4 Liters Can/s = 12 cans @ 4 Liters

Top Top
�118.638 𝑚𝑚2 � (𝟐𝟐 𝒄𝒄𝒄𝒄𝒄𝒄𝒄𝒄 ) �168.836 𝑚𝑚2 � (𝟐𝟐 𝒄𝒄𝒄𝒄𝒄𝒄𝒄𝒄 )
Paint = [ 40m2 ] = 23.72 Liters Paint = [ 40m2 ] = 33.77 Liters
𝟒𝟒 𝟒𝟒

𝟐𝟐𝟐𝟐.𝟕𝟕𝟕𝟕 𝐋𝐋𝐋𝐋𝐋𝐋𝐋𝐋𝐋𝐋𝐋𝐋 𝟑𝟑𝟑𝟑.𝟕𝟕𝟕𝟕 𝐋𝐋𝐋𝐋𝐋𝐋𝐋𝐋𝐋𝐋𝐋𝐋

Can/s = Can/s =
𝟒𝟒 𝑳𝑳𝑳𝑳𝑳𝑳𝑳𝑳𝑳𝑳𝑳𝑳 𝟒𝟒 𝑳𝑳𝑳𝑳𝑳𝑳𝑳𝑳𝑳𝑳𝑳𝑳

Can/s = 6 cans @ 4 Liters Can/s = 9 cans @ 4 Liters

 ROOFING WORKS

RIGHT SIDE LEFT SIDE – Phase 1 LEFT SIDE – Phase 2

𝑂𝑂𝑂𝑂𝑂𝑂𝑂𝑂𝑂𝑂𝑂𝑂𝑂𝑂 𝑙𝑙𝑙𝑙𝑙𝑙𝑙𝑙𝑙𝑙ℎ 𝑜𝑜𝑜𝑜 𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟 𝑂𝑂𝑂𝑂𝑂𝑂𝑂𝑂𝑂𝑂𝑂𝑂𝑂𝑂 𝑙𝑙𝑙𝑙𝑙𝑙𝑙𝑙𝑙𝑙ℎ 𝑜𝑜𝑜𝑜 𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟
NUMBER OF SHEETS = NUMBER OF SHEETS =
𝑂𝑂𝑂𝑂𝑂𝑂𝑂𝑂𝑂𝑂𝑂𝑂𝑂𝑂 𝑙𝑙𝑙𝑙𝑙𝑙𝑙𝑙𝑙𝑙ℎ 𝑜𝑜𝑜𝑜 𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟 NUMBER OF SHEETS =
𝐸𝐸𝐸𝐸𝐸𝐸𝐸𝐸𝐸𝐸𝐸𝐸𝐸𝐸𝐸𝐸𝐸𝐸 𝑊𝑊𝑊𝑊𝑊𝑊𝑊𝑊ℎ 𝐸𝐸𝐸𝐸𝐸𝐸𝐸𝐸𝐸𝐸𝐸𝐸𝐸𝐸𝐸𝐸𝐸𝐸 𝑊𝑊𝑊𝑊𝑊𝑊𝑊𝑊ℎ 𝐸𝐸𝐸𝐸𝐸𝐸𝐸𝐸𝐸𝐸𝐸𝐸𝐸𝐸𝐸𝐸𝐸𝐸 𝑊𝑊𝑊𝑊𝑊𝑊𝑊𝑊ℎ

12.95 𝑚𝑚 5.275 𝑚𝑚 6.175 𝑚𝑚

𝑁𝑁𝑁𝑁𝑁𝑁𝑁𝑁𝑁𝑁𝑁𝑁 𝑜𝑜𝑜𝑜 𝑠𝑠ℎ𝑒𝑒𝑒𝑒𝑒𝑒𝑒𝑒 = = 18.239 ≈ 19 𝑝𝑝𝑝𝑝𝑝𝑝 𝑁𝑁𝑁𝑁𝑁𝑁𝑁𝑁𝑁𝑁𝑁𝑁 𝑜𝑜𝑜𝑜 𝑠𝑠ℎ𝑒𝑒𝑒𝑒𝑒𝑒𝑒𝑒 = = 7.429 ≈ 8 𝑝𝑝𝑝𝑝𝑝𝑝 𝑁𝑁𝑁𝑁𝑁𝑁𝑁𝑁𝑁𝑁𝑁𝑁 𝑜𝑜𝑜𝑜 𝑠𝑠ℎ𝑒𝑒𝑒𝑒𝑒𝑒𝑒𝑒 = = 8.697 ≈ 9 𝑝𝑝𝑝𝑝𝑝𝑝
0.71 0.71 0.71

𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿 = 3.00 + 2.40 = 5.40 − 2.275 𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿 = 3.0 + 3.0 + 2.10 = 8.1 − 7.425 𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿 = 3.60 + 3.30 = 6.9 − 6.425

𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿 = 0.215 𝑚𝑚 𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿 = 0.675 𝑚𝑚 𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿 = 0.475 𝑚𝑚

(19 𝑝𝑝𝑝𝑝𝑝𝑝 )3.00 x 0.81 (8 𝑝𝑝𝑝𝑝𝑝𝑝 )3.0 x 0.81 (9 𝑝𝑝𝑝𝑝𝑝𝑝 )3.60 x 0.81

(19 𝑝𝑝𝑝𝑝𝑝𝑝 )2.40 x 0.81 (8 𝑝𝑝𝑝𝑝𝑝𝑝 )3.0 x 0.81 (9 𝑝𝑝𝑝𝑝𝑝𝑝 )3.30 x 0.81

(8 𝑝𝑝𝑝𝑝𝑝𝑝 )2.10 x 0.81

RIVETS RIVETS
#𝑜𝑜𝑜𝑜 𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟 = 2.40  19 𝑝𝑝𝑝𝑝𝑝𝑝 𝑥𝑥 18 = 342 RIVETS #𝑜𝑜𝑜𝑜 𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟 = 3.60  9 𝑝𝑝𝑝𝑝𝑝𝑝 𝑥𝑥 26 = 234

#𝑜𝑜𝑜𝑜 𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟 = 3.00  19 𝑝𝑝𝑝𝑝𝑝𝑝 𝑥𝑥 22 = 418 #𝑜𝑜𝑜𝑜 𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟 = 3.0  8 𝑝𝑝𝑝𝑝𝑝𝑝 𝑥𝑥 22 = 176 #𝑜𝑜𝑜𝑜 𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟 = 3.30  9 𝑝𝑝𝑝𝑝𝑝𝑝 𝑥𝑥 26 = 234

#𝑜𝑜𝑜𝑜 𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟 = 342 + 418 #𝑜𝑜𝑜𝑜 𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟 = 3.0  8 𝑝𝑝𝑝𝑝𝑝𝑝 𝑥𝑥 22 = 176 #𝑜𝑜𝑜𝑜 𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟 = 234 + 234

#𝑜𝑜𝑜𝑜 𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟 = 760 pcs #𝑜𝑜𝑜𝑜 𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟 = 2.10  8 𝑝𝑝𝑝𝑝𝑝𝑝 𝑥𝑥 18 = 144 #𝑜𝑜𝑜𝑜 𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑡𝑡𝑠𝑠 = 468 pcs

#𝑜𝑜𝑜𝑜 𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟 = 144 + 176 + 176

GI RIVETS #𝑜𝑜𝑜𝑜 𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟 = 496 pcs GI RIVETS
760 468
= 4.22 𝐾𝐾𝐾𝐾 = 2.60 𝐾𝐾𝐾𝐾
180 180
GI RIVETS
GI WASHER GI WASHER
496
760 = 2.76 𝐾𝐾𝐾𝐾 468
= 6.03 𝐾𝐾𝐾𝐾 180 = 3.71 𝐾𝐾𝐾𝐾
126 126
GI WASHER
496
= 3.94 𝐾𝐾𝐾𝐾
126
FLASHING GUTTER
𝑂𝑂𝑂𝑂𝑂𝑂𝑂𝑂𝑂𝑂𝑂𝑂𝑂𝑂 𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿ℎ = 2(5.275) + 6.425 + 7.425 𝑂𝑂𝑂𝑂𝑂𝑂𝑂𝑂𝑂𝑂𝑂𝑂𝑂𝑂 𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿ℎ = 12.45 x 2
𝑂𝑂𝑂𝑂𝑂𝑂𝑂𝑂𝑂𝑂𝑂𝑂𝑂𝑂 𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿ℎ = 24.46 m 𝑂𝑂𝑂𝑂𝑂𝑂𝑂𝑂𝑂𝑂𝑂𝑂𝑂𝑂 𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿𝐿ℎ = 24.90 m
24.46 24.90
𝑃𝑃𝑃𝑃𝑃𝑃 = = 10.63 ≈ 11 𝑝𝑝𝑝𝑝𝑝𝑝 @ 2.4𝑚𝑚 𝑃𝑃𝑃𝑃𝑃𝑃 = = 10.59 ≈ 11 𝑝𝑝𝑝𝑝𝑝𝑝
2.3(𝑒𝑒𝑒𝑒𝑒𝑒𝑒𝑒𝑒𝑒𝑒𝑒𝑒𝑒𝑒𝑒𝑒𝑒 𝑙𝑙𝑙𝑙𝑙𝑙𝑙𝑙𝑙𝑙ℎ) 2.35(𝑒𝑒𝑒𝑒𝑒𝑒𝑒𝑒𝑒𝑒𝑒𝑒𝑒𝑒𝑒𝑒𝑒𝑒 𝑙𝑙𝑙𝑙𝑙𝑙𝑙𝑙𝑙𝑙ℎ)

𝑇𝑇𝑇𝑇𝑇𝑇𝑇𝑇𝑙𝑙 𝑙𝑙𝑙𝑙𝑙𝑙𝑙𝑙𝑙𝑙ℎ 𝑜𝑜𝑜𝑜 𝑓𝑓𝑓𝑓𝑓𝑓𝑓𝑓ℎ𝑖𝑖𝑖𝑖𝑖𝑖 = 52.75 𝑐𝑐𝑐𝑐 𝑇𝑇𝑇𝑇𝑇𝑇𝑇𝑇𝑙𝑙 𝑙𝑙𝑙𝑙𝑙𝑙𝑙𝑙𝑙𝑙ℎ 𝑜𝑜𝑜𝑜 𝑔𝑔𝑔𝑔𝑔𝑔𝑔𝑔𝑔𝑔𝑔𝑔 = 46.9 𝑐𝑐𝑐𝑐

0.9 0.9
= 1.71 ≈ 2 𝑝𝑝𝑝𝑝 = 1.919 ≈ 2 𝑝𝑝𝑝𝑝𝑝𝑝
0.5275 0.469

11 𝑝𝑝𝑝𝑝𝑝𝑝 11 𝑝𝑝𝑝𝑝𝑝𝑝
𝑃𝑃𝑙𝑙𝑙𝑙𝑙𝑙𝑙𝑙 𝐺𝐺𝐺𝐺 𝑠𝑠ℎ𝑒𝑒𝑒𝑒𝑒𝑒𝑒𝑒 = 𝑃𝑃𝑙𝑙𝑙𝑙𝑙𝑙𝑙𝑙 𝐺𝐺𝐺𝐺 𝑠𝑠ℎ𝑒𝑒𝑒𝑒𝑒𝑒𝑒𝑒 =
2 𝑝𝑝𝑝𝑝𝑝𝑝 2 𝑝𝑝𝑝𝑝𝑝𝑝

𝑃𝑃𝑙𝑙𝑙𝑙𝑙𝑙𝑙𝑙 𝐺𝐺𝐺𝐺 𝑠𝑠ℎ𝑒𝑒𝑒𝑒𝑒𝑒𝑒𝑒 = 5.5 𝑝𝑝𝑝𝑝𝑝𝑝 𝑃𝑃𝑙𝑙𝑙𝑙𝑙𝑙𝑙𝑙 𝐺𝐺𝐺𝐺 𝑠𝑠ℎ𝑒𝑒𝑒𝑒𝑒𝑒𝑒𝑒 = 5.5 𝑝𝑝𝑝𝑝𝑝𝑝

𝑇𝑇𝑇𝑇𝑇𝑇𝑇𝑇𝑙𝑙 𝑙𝑙𝑙𝑙𝑙𝑙𝑙𝑙𝑙𝑙ℎ 𝑜𝑜𝑜𝑜 𝑓𝑓𝑓𝑓𝑓𝑓𝑓𝑓ℎ𝑖𝑖𝑖𝑖𝑖𝑖 = 52.75 𝑐𝑐𝑐𝑐

0.9
= 1.40 ≈ 2 𝑝𝑝𝑝𝑝
0.6425

11 𝑝𝑝𝑝𝑝𝑝𝑝
𝑃𝑃𝑙𝑙𝑙𝑙𝑙𝑙𝑙𝑙 𝐺𝐺𝐺𝐺 𝑠𝑠ℎ𝑒𝑒𝑒𝑒𝑒𝑒𝑒𝑒 = 2 𝑝𝑝𝑝𝑝𝑝𝑝

𝑃𝑃𝑙𝑙𝑙𝑙𝑙𝑙𝑙𝑙 𝐺𝐺𝐺𝐺 𝑠𝑠ℎ𝑒𝑒𝑒𝑒𝑒𝑒𝑒𝑒 = 5.5 𝑝𝑝𝑝𝑝𝑠𝑠

 Electrical Works
1st floor

Legend Quantity
Switches 3
Penlights 17
Water Heater 1
Weatherproof convenience outlet 2
Panelboard 1
Convenience outlet 10

2nd floor

Legend Quantity
Switches 3
Penlights 19
Water Heater 4
Weatherproof convenience outlet 1
Convenience outlet 10

Item to be Estimated Total

Conduit PVC 20 mm diameter 24 pcs
 Mechanical Works

Legend Quantity
Airconditioning Unit 4
No items to be calculated.

PLUMBING WORKS

1st floor

Legend Quantity
Lavatory 2
Water Closet 2
Shower 2
Kitchen Sink 2
Faucets 4
Catch basin 9
2nd floor
Legend Quantity
Lavatory 4
Water Closet 4
Shower 4
Downspout 10
Area drains 4

Item to be Estimated Computation Total

100 mm Neltex PVC pipe 79/6=13.17 13pcs
 DOORS AND WINDOWS

LEGEND LOCATION QUANTITY

70X210 TWIN WOODEN PORCH/ LIVING AREA 1 SET
PANEL SWING DOOR
80X210 WOODEN BEDROOMS, BALCONY DECK 6 SETS
PANEL SWING DOOR
70X210 WOODEN MAID'S RM., LAUNDR 2 SETS
PANEL SWING DOOR
0X210 WOODEN ALL TOILET & BATH 6 SETS
PANEL SWING DOOR
260X120 ALUMINUM LIVING AREA 1 SET
SLIDING WINDOW
220X120 ALUMINUM LIVING, DINING AREA 5 SETS
SLIDING WINDOW
180X120 ALUMINUM GUEST RM., BEDROOMS 3 SETS
SLIDING WINDOW
140X120 ALUMINUM FAMILY AREA 2 SETS
SLIDING WINDOW
80X120 ALUMINUM BEDROOM 2 SETS
SLIDING WINDOW
60X120 ALUMINUM MASTER'S BEDRM., STAIR, LAUNDRY 4 SETS
SLIDING WINDOW
70X80 ALUMINUM KITCHEN 1 SET
SLIDING WINDOW
60X60 ALUMINUM ALL TOILET & BATH 6 SETS
SLIDING WINDOW
TOTAL 39 SETS
 REBAR WORKS

FOOTING Rebars Report

DIMENSIONS CONCRETE FORMS

MARK NO. OF SETS
L W T DEPTH cu.m sq.m

f1 1.50 1.50 0.30 0.90 11.00 7.43 19.80

f2 1.20 1.20 0.30 0.90 4.00 1.73 5.76

9.15 25.56

TOP BARS
ALONG 'L' ALONG 'W'
COMMERCIAL # OF BAR COMMERCIAL # OF
BAR DIAM PCS LT TOTAL LT FACTOR WT PCS LT TOTAL LT FACTOR WT
LT. COMM. LT. DIAM LT. COMM. LT.

16.00 1.78 1.58 16.00 11.29 1.58

3.00 1.90 6.00 0.33 2.81 3.00 1.90 6.00 0.33 17.82
16.00 1.51 1.58 16.00 8.06 1.58
3.00 1.60 12.00 0.14 2.39 3.00 1.60 12.00 0.14 12.73

BOTTOM BARS
ALONG 'L' ALONG 'W'

# OF # OF
BAR BAR
PCS LT COMMERCIAL LT. COMM. TOTAL LT FACTOR WT PCS LT COMMERCIAL LT. COMM. TOTAL LT FACTOR WT
DIAM LT.
DIAM
LT.

11.29 17.82 16.00 11.29

16.00 3.00 1.90 6.00 0.33 1.58 3.00 1.90 6.00 0.33 1.58 17.82

12.73 16.00
16.00 3.00 1.60 12.00 0.14 8.06 1.58 3.00 1.60 12.00 0.14 8.06 1.58 12.73
 TOTAL WEIGHT
10 mm 12 mm 16 mm 20 mm 25 mm 28 mm 32 mm 36 mm
56.28 - - 56.28 - - - - -

S LAB Rebars Report

Dimension
No. Of Item Marked thk
Longspan Short span
1.00
2.00
3.00 S-1 1.8 1.2 0.1
4.00 S-2 1.8 1.2 0.1

CONTINUOUS BOTTOM
CONTINUOUS SUPPORT DISCONTINUOUS SUPPORT TEMP. BAR EXTRA BAR
BARS

SPACING
Along Longspan
Top Bar 1 Top Bar 2 Temp. Bar Cont. Bot 1 Xtra. Bot 2
0.3 0.3 0.3 0.3 0.3
0.3 0.3 0.3 0.3 0.3
 CONTINUOUS BOTTOM
CONTINUOUS SUPPORT DISCONTINUOUS SUPPORT TEMP. BAR EXTRA BAR
BARS

SPACING
Along Short span
Top Bar 1 Top Bar 2 Temp. Bar Cont. Bot 1 Xtra. Bot 2
0.3 0.3 0.3 0.3 0.3
0.3 0.3 0.3 0.3 0.3

Diameter Diameter
Along Longspan Along Shortspan
Top Bar 1 Top Bar 2 Temp. Bar Cont. Bot 1 Xtra. Bot 2 Top Bar 1 Top Bar 2 Temp. Bar Cont. Bot 1 Xtra. Bot 2
10 10 10 10 10 10 10 10 10 10
10 10 10 10 10 10 10 10 10 10

Total Concrete Total Formworks 10mm 12mm 16mm Total Rebars TALLY

0.22 2.76 60.21 - - 60.21 TRUE

0.22 2.76 60.21 - - 60.21 TRUE

TOTAL: 120.43 - - 120.43

120.43 -
S LAB Rebars Report
Dimension
No. Of Item Marked thk
Longspan Shortspan
1.00
2.00
3.00 S-1 1.8 1.2 0.1
4.00 S-2 1.8 1.2 0.1

CONTINUOUS BOTTOM
CONTINUOUS SUPPORT DISCONTINUOUS SUPPORT TEMP. BAR EXTRA BAR
BARS

SPACING
Along long span
Top Bar 1 Top Bar 2 Temp. Bar Cont. Bot 1 Xtra. Bot 2
0.3 0.3 0.3 0.3 0.3
0.3 0.3 0.3 0.3 0.3

CONTINUOUS SUPPORT DISCONTINUOUS SUPPORT TEMP. BAR CONTINUOUS BOTTOM BARS EXTRA BAR

SPACING
Along short span
Top Bar 1 Top Bar 2 Temp. Bar Cont. Bot 1 Xtra. Bot 2
0.3 0.3 0.3 0.3 0.3
0.3 0.3 0.3 0.3 0.3
 Diameter Diameter
Along Longspan Along Shortspan
Top Bar 1 Top Bar 2 Temp. Bar Cont. Bot 1 Xtra. Bot 2 Top Bar 1 Top Bar 2 Temp. Bar Cont. Bot 1 Xtra. Bot 2
10 10 10 10 10 10 10 10 10 10
10 10 10 10 10 10 10 10 10 10

Total Concrete Total Formworks 10mm 12mm 16mm Total Rebars TALLY

0.22 2.76 60.21 - - 60.21 TRUE

0.22 2.76 60.21 - - 60.21 TRUE

TOTAL: 120.43 - - 120.43

120.43 -
CO LUMN Rebars Report

LOCATION DIMENSIONS
MARK TYPE SET/S
LOWER UPPER RECTANGULAR CIRCLE
DIAMETER HT (M3) HT (KGS)
B H
(LENGTH)
GF 2ND C1 0.20 0.40 2.70 3.90 2.00
2ND ROOF C1 0.20 0.40 2.60 2.60 1.00
GF 2ND C2 0.20 0.40 2.70 3.90 14.00
2ND ROOF C2 0.20 0.40 2.60 2.60 10.00

13.00 m.

CONCRETE FORMWORKS
cu.m sq.m

RECTANGULAR CIRCULAR RECTANGULAR CIRCULAR

0.43 - 6.48 -
0.21 - 3.12 -
3.02 - 45.36 -
2.08 - 31.20 -
5.74 0.00 86.16 0.00
5.74 86.16
 MAIN (VERTICAL BARS) CONFINEMENT
BAR COMMERCIAL # OF COMM.
PCS LT TOTAL LT FACTOR WT
DIAM LT. LT.

16.00 8.00 3.90 12.00 0.33 63.36 1.58 100.05 0.65 - - 0.65
16.00 8.00 2.60 10.50 0.25 21.00 1.58 33.16 - - 0.45 0.45
16.00 6.00 3.90 12.00 0.33 332.64 1.58 525.24 0.65 - - 0.65
16.00 6.00 2.60 10.50 0.25 157.50 1.58 248.69 - - 0.45 0.45

907.14 kgs.

SPACING (m) LATERAL TIES

BAR COMMERCIAL # OF COMM.
JOINT CONF. TIES PCS LT (LENGTH) TOTAL LT FACTOR WT
DIAM LT. LT.

# SPACING # SPACING REST

5.00 0.05 3.00 0.10 0.20 10.00 31 1.19 6.00 0.20 74.40 0.62 45.83
5.00 0.05 3.00 0.10 0.20 10.00 25 1.19 6.00 0.20 30.00 0.62 18.48
5.00 0.05 3.00 0.10 0.20 10.00 30.00 1.19 6.00 0.20 504.00 0.62 310.46
5.00 0.05 3.00 0.10 0.20 10.00 22.00 1.19 6.00 0.20 264.00 0.62 162.62
10 mm 12 mm 16 mm 20 mm 25 mm 28 mm 32 mm 36 mm

45.83 - 100.05 - - - - -
18.48 - 33.16 - - - - -
310.46 - 525.24 - - - - -
162.62 - 248.69 - - - - -

10 mm 12 mm 16 mm 20 mm 25 mm 28 mm 32 mm 36 mm

537.40 0.00 907.14 0.00 0.00 0.00 0.00 0.00

1,444.53 kgs
BEAM Rebars Report

(See attached excel file)

 BILLS OF MATERIALS
ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL PRICE
MOBILIZATION
I CLEARING AND GRUBBING 1.00 LOT 20,000.00 20,000.00
CONSTRUCTION OF TEMPORARY FACILITIES 1.00 LOT 50,000.00 50,000.00

Subtotal: 70,000.00

EARTHWORKS
II EXCAVATION 50.40 Cu.m 420.14 21,175.06
BACKFILL 36.16 Cu.m 340.39 12,307.14
GRAVEL BED 3.34 Cu.m 581.94 1,946.01
SOIL POISONING 164.34 Sq.m 116.00 19,063.44

Subtotal: 54,491.64

CONCRETE WORKS
III PORTLAND CEMENT 513.00 Bags 279.00 143,127.00
WHITE SAND 20.46 Cu.m 1,150.00 23,529.00
GRAVEL(3/4”) 40.86 Cu.m 1,925.00 78,661.28

Subtotal: 245,317.28

MASONRY WORKS
IV Concrete Hollow Blocks - 4" 3019.00 pcs 18.00 54,342.00
Mortar Cement 297.00 bags 279.00 82,863.00
Mortar Sand 15.99 Cu.m 1,150.00 18,388.50
Plaster Cement 63.00 bags 279.00 17,577.00
Plaster Sand 3.48 Cu.m 1,150.00 4,005.34
Masontry rebars 684.40 kg 44.00 30,113.60

Subtotal: 207,289.44

STEEL WORKS
V FOOTING
Footing rebars 16mm Ø 900.48 kg 43.60 39,260.93

SLAB
Slab rebars 10mm Ø 240.86 kg 44.00 10,597.84

BEAM
Beam rebars 10mm Ø 438.44 kg 44.00 19,291.36
Beam rebars 12mm Ø 170.36 kg 44.00 7,495.84
Beam rebars 16mm Ø 352.27 kg 43.60 15,358.97

COLUMN
Column rebars 16mm Ø 907.14 kg 43.60 39,551.30
Column rebars 10mm Ø 547.40 kg 44.00 24,085.60

Subtotal: 155,641.84

FORMWORKS
VI Phenolic Board (1/2 by 4'x 8') 396.00 boards 765.00 302,940.00
Common Nails (10d) 428.86 kg 69.00 29,591.34
2" x 2" x 8' Kiln Dried * for horizontal 264.00 studs 115.00 30,360.00
2" x 2" x 8' Kiln Dried * for vertical 176.00 studs 115.00 20,240.00

Subtotal: 383,131.34

CEILINGWORKS
VII 1st floor Ceiling (gypsum board) 97.37 m² 528.00 51,411.36
2nd floor Ceiling (gypsum board) 84.31 m² 528.00 44,515.68

Subtotal: 95,927.04

ELECTRICAL WORKS
VIII Electrical Conduits 181.68 m²
Electrical Rough-ins 181.68 m²
Panelboard 1.00 pcs 3,291.00 3,291.00

LIGHT FIXTURES:
 Penlights (9 watts) 31.00 pcs 175.00 5,425.00

DEVICE:
Water Heater 5.00 pcs 2,300.00 11,500.00

OUTLETS:
Weatherproof convenience outlet 3.00 pcs 600.00 1,800.00
Convenience outlet 20.00 pcs 168.00 3,360.00
Switches 6.00 pcs 170.06 1,020.36

Subtotal: 26,396.36

PLUMBING WORKS
IX Plumbing Rough-ins 181.68 m²

Toilet Floor Drain 3.00 pcs 340.00 1,020.00

Gate Valve 1.00 pcs 455.00 455.00
Check Valve 1.00 pcs 315.00 315.00
Conduit PVC 150 mm diameter @ 3m 5.00 pcs 975.40 4,877.00
Conduit PVC 100 mm diameter @ 3m 8.00 pcs 758.88 6,071.04
Conduit PVC 75 mm diameter @ 3m 6.00 pcs 487.70 2,926.20
Moldex Blue 20 mm diameter 6.00 pcs 34.00 204.00

1st floor:
Lavatory 2.00 Set/s 3999.75 7,999.50
Water Closet 2.00 Set/s 7,600.00 15,200.00
Shower 2.00 Set/s 7399.75 14,799.50
Kitchen Sink 2.00 Set/s 2,300.00 4,600.00
Faucets 4.00 Set/s 460.00 1,840.00
Catch basin 9.00 Set/s 5,839.00 52,551.00

2nd floor:
Lavatory 4.00 Set/s 3999.75 15,999.00
Water Closet 4.00 Set/s 7,660.00 30,640.00
Shower 4.00 Set/s 7399.75 29,599.00
10.00 Set/s 500.00 5,000.00
4.00 Set/s 249.00 996.00

Subtotal: 195,092.24

TILE WORKS
X 1st floor Tile 400x400 398.00 pcs 325.00 129,350.00
2st floor Tile 400x400 427.00 pcs 423.00 180,621.00
1nd floor Tile 200x200 *for T&B's only 126.00 pcs 165.00 20,790.00
2nd floor Tile 200x200 * for T&B's only 252.00 pcs 165.00 41,580.00
ABC Tile Grout (2 kgs) 10.00 bags 62.00 620.00

Subtotal: 372,961.00

PAINTING WORKS
XI 1st floor Primer Coat 8.00 4 Liters/can 761.65 6,093.20
1st floor Top Coat 6.00 4 Liters/can 789.05 4,734.30
2nd floor Primer Coat 12.00 4 Liters/can 761.65 9,139.80
2nd floor Top Coat 9.00 4 Liters/can 789.05 7,101.45

Subtotal: 27,068.75

ROOFING WORKS
XII Rivets 3.00 box 285.00 855.00
GI rivets 9.68 kg 115.00 1,113.20
GI washer 13.68 kg 115.00 1,573.20
6mm thk. x 50mm x 50mm x 6.0 Angle bar (Web Member) 13.00 pcs 1,750.00 22,750.00
6mm thk.x 65mm x 65mm x 6.0 Angle bar (T & B Chord) 9.00 pcs 2,278.00 20,502.00
Ga#24 Corrugated G.I. Longspan 36.00 sheet 598.00 21,528.00

Subtotal: 68,321.40

GLASS, GLAZING AND FABRICATION WORKS

XIII DOORS:
70X210 HDF Laminated Door 1.00 Set/s 2,800.00 2,800.00
80X210 TERRAWOOD Solid Panel Door 6.00 Set/s 7,176.00 43,056.00
90X210 HDF Laminated Door 2.00 Set/s 8,485.00 16,970.00
 60X210 SEMI SOLID DOOR 6.00 Set/s 3,800.00 22,800.00

WINDOWS:
260X120 Aluminum sliding window 1.00 Set/s 20,149.00 20,149.00
220X120 Aluminum sliding window 5.00 Set/s 15,700.00 78,500.00
180X120 Aluminum sliding window 3.00 Set/s 12,500.00 37,500.00
140X120 P.Tech Aluminum sliding window 2.00 Set/s 7,070.00 14,140.00
80X120 Aluminum Casement Window 2.00 Set/s 4,680.00 9,360.00
60X120 Aluminum sliding window 4.00 Set/s 3,600.00 14,400.00
70X80 Aluminum Casement Window 1.00 Set/s 2,060.00 2,060.00
60X60 Aluminum sliding window 6.00 Set/s 1,500.00 9,000.00

Subtotal: 270,735.00

HARDWARE
XIV N/A

Subtotal:

MISCELLANEOUS
XV Panasonic 2 HP Airconditioner 4.00 pcs 35,795.00 143,180.00

Subtotal: 143,180.00

SUMMARY
I MOBILIZATION 70,000.00
II EARTHWORKS 54,491.64
III CONCRETE WORKS 245,317.28
IV MASONRY 207,289.44
V STEEL WORKS 155,641.84
VI FORMWORKS 383,131.34
VII CEILING WORKS 95,927.04
VIII ELECTRICAL WORKS 26,396.36
IX PLUMBING WORKS 195,092.24
X TILEWORK 372,961.00
XI PAINTING WORKS 27,068.75
XII ROOFING WORKS 68,321.40
XIII GLASS, GLAZING AND FABRICATION WORKS 270,735.00
XIV HARDWARE
XV MISCELLANEOUS 143,180.00

MATERIAL COST 2,315,553.33

 LABOR PRODUCTION TABLE
MANHOURS PER QUANTITY (M.H/UNIT)
ITEM NO. WORK DESCRIPTION M.H/ UNIT
LOW AVERAGE HIGH
A FORM WORKS INSTALLATION
WALL ON THE GROUND SQ.M. 4.00 2.00 1.60
WALL ABOVER GROUND SQ.M. 4.70 2.35 1.88
BEAMS SQ.M. 6.16 3.08 2.46
COLUMN SUSPENDED SLAB SQ.M. 4.70 2.35 1.88
0 TO 18' SQ.M. 3.34 1.67 1.34
18' TO 36' UP SQ.M. 6.66 3.33 2.66
ELEVATED AND SHORED SLAB FORMING
FORMING ONLY SQ.M. 17.20 9.00 6.88
FORMING AND SHORING SQ.M. 22.00 11.00 8.80
WOOD WALL AND PARTITION SQ.M. 1.00 0.60 0.40

B FORMWORKS FABRICATION
FORMWORKS FABRICATION SQ.M. 2.15 1.08 0.86

C STRIPPING OF FORMS
WALL ON GROUND SQ.M. 0.50 0.25 0.20
WALL ABOVE 10' SQ.M. 2.58 1.29 1.03
BEAMS SQ.M. 2.06 1.03 0.82
COLUMNS SUSPENDED SLAB SQ.M. 1.70 0.85 0.68
0 TO 18' SQ.M. 1.67 0.83 0.67
18' TO 36' UP SQ.M. 2.16 1.08 0.86
ELEVATED AND SHORED SLAB FORMING
STRIP OF FORMS SQ.M. 7.00 3.50 2.80
FLOOR SLAB AT GRADE STRIP OF FORMS SQ.M. 5.60 2.80 2.24

D INSTALLION OF CARPENTRY WORKS

PLYWOOD PARTITION B.F. 2.00 1.00 0.80
T & G FLOORING AND SHORING B.F. 0.29 0.14 0.11
CEILING FRAME B.F. 0.30 0.36 0.29
SIDING FRAME B.F. 0.53 0.27 0.21
FLOORING FRAME B.F. 1.94 0.97 0.77
WOODEN POSS ERECTION B.F. 0.85 0.97 0.34
TRUSS FABRICATION B.F. 0.70 0.35 0.28
TRUSS INSTALLATION B.F. 1.60 0.80 0.64
GIRTS INSTALLTION B.F. 0.43 0.21 0.17
PLATES INSTALLATION B.F. 0.27 0.13 0.11
PURLINS INSTALLATION B.F. 0.53 0.27 0.10
FASCIA BOARD INSTALLATION B.F. 0.91 0.46 0.36
1/4" or 3/4" thk PLYWOOD CUTTING BY
MANUAL PC 2.00 1.00 0.80
ASSEMBLY B.F. 0.83 0.42 0.33
FRAME INSTALLATION SQ.M. 2.66 1.33 1.06
PLYWOOD INSTALLLATION SQ.M. 2.00 1.00 0.90
CABINET BOARDING B.F. 0.26 0.13 0.10
CABINET FRAMING B.F. 0.36 0.18 0.14
WOOD WALL PARTITION SQ.M. 1.00 0.50 0.40
PANEL WALL SQ.M. 14.00 7.00 5.60
FORMING WEIGHT ANCHOR BOLT SQ.M. 9.00 4.50 3.60
WET FORMING SQ.M. 7.00 3.50 2.80

E DOORS AND WINDOWS

W-PANEL INSTALLATION PC. 0.80 0.40 0.32
STEEL WINDOWS INSTALLATION LOUVER
PC. 4.00 2.00 1.60
WINDOWS INSTALLATION:
FIXED ASBESTOS SQ.M. 9.26 4.63 3.70
FIXED METAL LOUVERS SQ.M. 6.24 3.12 2.50
FIXED GI SHEETS SQ.M. 9.26 4.63 3.70
FIXED GLASS SQ.M. 6.34 3.12 2.50
FIXED WOODEN SQ.M. 6.76 3.38 2.70
ALUMINUM FRAME WINDOWS EACH 20.00 10.00 8.00
SLIDING GLASS DOOR EACH 24.00 12.00 9.60
HOLLOW METAL DOOR EACH 20.00 10.00 8.00
ROLLING DOORS EACH 50.00 25.00 20.00
FIXED WINDOW S.F. 0.63 0.31 0.25
DOOR LOCKSET SET 3.20 1.60 1.28
DOOR JAMB FABRICATION B.F. 0.44 0.22 0.18
DOOR JAMB INSTALLATION B.F. 0.66 0.33 0.26
CYCLONE WIRE INSTALLATION SQ.M. 6.24 3.12 2.50

F TRADE MASONRY WORKS

GROUTING and TOL PLASTERING SQ.M. 3.34 1.67 1.34
PEBBLE FINISHED SQ.M. 2.86 1.43 1.34
 MABLE INSTALLATION SQ.M. 4.00 2.00 1.60
1/4" x 2' x 8" RED BRICKS SQ.M. 10.00 5.00 4.00
GLAZED TILES SQ.M. 21.06 10.53 8.42
UNGLAZED TILES SQ.M. 8.70 4.35 3.48
GLAZED TILE WALL SQ.M. 6.00 3.00 2.40
CONC. BLOCK INT. WALL SQ.M. 9.00 4.50 3.60
CONC. BLOCK EXT. WALL SQ.M. 8.00 4.00 3.20
BRICKWORK SQ.M. 1.00 0.50 0.40
PLASTER WALL AND CEILING SQ.M. 6.00 3.00 3.40
HOLLOW TILE WALL SQ.M. 4.00 2.00 1.60
ACOUSTICAL TILE WALL SQ.M. 2.40 1.20 0.96
VINYL FLOOR TILE SQ.M. 3.60 1.80 1.44
UNGLAZED OR MOSAIC FLOOR TILE SQ.M. 17.00 9.50 6.80
LAYING OF CHB & ADOBE SQ.M. 2.28 1.14 0.91
CEMENT FINISH SQ.M. 1.43 0.72 0.57
CONC. HOLLOW BLOCK LAYING:
6" CHB SQ.M. 3.20 1.60 1.28
4" CHB SQ.M. 2.66 1.33 1.06
8" CHB SQ.M. 4.00 2.00 1.60
VIT. TILES FLOOR SQ.M. 10.66 5.33 4.26
VIT. TILES WALL SQ.M. 11.94 5.97 4.78

G TINSMITHING WORK
CORR GI SHEETS:
LIFTING SQ.M. 2.16 1.08 0.86
INSTALLATION SQ.M. 6.12 3.06 2.45
INSTALLATION OF ASBESTOS ROOFING SHT. 2.00 1.00 0.80
INSTALLATION OF ALUMINUM GI SHEET SHT. 1.60 9.80 0.64
COPPER CLADDING ROOF DECK L.M. 1.01 0.51 0.40
FAB, GI GUTTER SHT. 6.94 3.47 2.78
GI SHEET ROOFING SHT. 1.64 0.82 0.66
FAB OF GI GUTTER L.M. 1.05 0.53 0.42
FAB. GI DOWNSPOUT L.M. 1.94 0.97 1.78
GUTTER CUT & SHAPE L.M. 0.32 0.16 0.13
INST. OF GUTTER L.M. 1.78 9.00 0.71
DOWNSPOUT CUT AND SHAPE L.M. 0.59 0.30 0.24
DOWNSPOUT INSTALLATION L.M. 0.27 0.13 0.11
CORR. GI ROOFING SQ.M. 3.60 1.80 1.44
CORR ALUMINUM ROOFING SQ.M. 3.60 1.80 1.44
BUILT UP ROOFING 4 PLY SQ.M. 17.00 8.50 6.80
PROTECTED METAL SQ.M. 4.00 2.00 1.60
CORR. ASBESTOS INST., LIFTING &
SQ.M. 3.40 1.70 1.36
HAULING
LEADERS & GUTTERS SQ.M. 1.20 0.60 0.48

H TINSMITHING WORK
CONCRETE AND REBAR WORKS
PLACING CONCRETE:
SLAB ON FILL CU.M. 10.00 5.00 4.00
SLIP FORM CU.M. 50.00 25.00 20.00
FLR FINISH UNHARDENED SQ.M. 2.00 1.00 0.80
CONC. FINISH HARDENED SQ.M. 2.86 1.43 1.14
REBAR WORKS:
GROUND FLR. INSTALLATION KGS 0.14 0.07 0.06
UPPER FLR. INSTALLATION KGS 0.16 0.08 0.06
FABRICATION KGS 0.20 0.10 0.08
MIXING MANUAL CU.M. 32.00 16.00 12.80
MIXING MACHINE CU.M. 3.60 1.80 1.44
MORE THAN 1.80 CU.M. POUR:
CHUTE FROM TRUCK CU.M. 14.00 7.00 5.60
CRANE AND BUCKET CU.M. 28.00 14.00 11.20
WHEELING CU.M. 54.00 27.00 21.60
FINISHING SQ.M. 5.60 2.80 2.24
CONCRETE POUR ON ELEVATED AND SHORED
SLAB FORMING CHUTE & BUCKET CU.M. 42.00 21.00 16.80
PLACEMENT OF REBARS ON FOOTING KGS 1.06 0.53 0.42
FIELD FABRICATION OF REBARS KGS 0.66 0.33 0.26

I EARTH WORKS
MACHINE EXCAVATION:
SAND CU.M. 1.20 0.60 0.48
SAND AND MARL CU.M. 1.60 0.80 0.64
MARL CU.M. 2.20 1.10 0.88
GRANULAR BACKFILL CU.M. 2.40 1.20 0.96
GRANULAR SOIL BACKFILL CU.M. 3.00 1.50 1.20
MANUAL FOUNDATION EXCAVATION & BACKFILL:
 SAND CU.M. 8.00 4.00 3.20
EXCAVATION OF SAND &MARL CU.M. 13.00 6.50 5.20
EXCAVATION OF MARL CU.M. 21.00 10.50 8.40
BACKFILL OF SAND CU.M. 11.00 5.50 4.40
BACKFILL OF SAND &MARL CU.M. 16.00 8.00 6.40
BACKFILL OF MARL CU.M. 24.00 12.00 9.60
FLOOR SLAB & GRADE:
GRADING MANUAL SQ.M. 2.60 1.30 1.04
EXCAVATION AND BACKFILL FINE
CU.M. 36.00 18.00 14.40
GRADING & FINISHING
GRADING MANUAL SQ.M. 0.90 0.45 0.36
FINISHING SOIL SURFACE SQ.M. 1.10 0.55 0.44
DIKES CU.M. 2.40 1.20 0.96

J ROAD WORKS
BASE COURSE SQ.M. 0.24 0.12 0.10
CURBS & GUTTER CU.M. 3.60 1.80 1.44
4" THK ROAD SQ.M. 2.60 1.30 1.04
6" THK ROAD SQ.M. 2.80 1.40 1.12
8" THK ROAD SQ.M. 3.00 1.50 1.20
TROWEL FINISH SQ.M. 0.64 0.32 0.26
SPECIAL TOPPING SQ.M. 2.40 1.20 0.96
4" STONE OR SHELL ROAD SQ.M. 0.64 0.32 0.26
6" STONE OR SHELL ROAD SQ.M. 0.84 0.42 0.34
8" STONE OR SHELL ROAD SQ.M. 1.04 0.52 0.42
ACID PROOFING ASPHALT CU.M. 1.20 0.60 0.48
PAVING:
FINE GRADING & FINISHING SQ.M. 0.84 0.42 0.34
PLACE BASE COURSE SQ.M. 0.40 0.20 0.16
ASPHALT SQ.M. 0.40 0.20 0.16
ACID BLOCK OR PAVING BLOCK:
FIND GRADING SQ.M. 0.84 0.42 0.34
INSTALL BRICK SQ.M. 8.40 4.20 3.36
CRUSH STONE OR SHELL SURFACING
FINE GRADING SQ.M. 0.64 0.32 0.26
PLACE SPREAD AND COMPACT STONE
SQ.M. 0.84 0.42 0.34
TO 4"
OVER 9" THK TANK CUSHION SQ.M. 1.04 0.52 0.42
SAND CUSHION CU.M. 1.40 0.70 0.56
APHALT RETAINER RING SQ.M. 0.40 0.20 0.16
NON GRANULAR BACKFILL CU.M. 4.00 2.00 1.60
EXCAVATION MANUAL:
COMMON EARTH CU.M. 16.00 8.00 6.40
LOAN OF SAND CU.M. 2.62 1.31 1.05
CLAY OR HEAVY SOIL ROCK CU.M. 3.28 1.64 1.31
ROCK CU.M. 5.26 2.63 2.10
MECHANICAL EXCAVATION
COMMON EARTH CU.M. 13.34 6.67 5.34
ROCK W/ JACKHAMMER CU.M. 33.34 16.67 13.34
BACKFILLING
COMMON MANUAL CU.M. 1.64 0.82 0.66
GRAVEL FILL MANUAL CU.M. 10.00 5.00 4.00
TRENCHING AND BACKFILLING OF UNDERGROUND
PIPING USING EXCAVATION MATERIALS MANUAL
FROM 0 TO 2 MTRS. DEPTH L.M. 2.50 1.25 1.00
2 TO 3 L.M. 3.34 1.67 2.34
3 TO 4 L.M. 5.00 2.50 2.00
4 TO 5 L.M. 6.66 3.33 2.66
PLACING BINDER GRAVEL CU.M. 0.21 0.11 0.08
ESCOMBRO BACKFILLING CU.M. 0.42 0.21 0.17
SPREADING, TAMPING AND GRADING SQ.M. 0.96 0.48 0.38
MECHANICAL COMPACTION, PLATE
CU.M. 0.11 0.06 0.04
COMPACTION
MANUAL CLEARING AND GRUBBING
CLEARING UNDERGROWTH AND TREES
SQ.M. 0.10 0.05 0.04
12"
CLEARING UNDERGROWTH AND SHRUBS SQ.M. 0.06 0.03 0.02
DISPOSAL OF SOIL CU.M. 3.38 1.69 1.35
MAULING OF SOIL CU.M. 2.00 1.00 0.80
GRAVEL FILL CU.M. 4.14 2.07 1.66
EXCAVATION CRANE AND CLAMPSHELL
WITH 8-MEN AND 2 CARPENTERS CU.M. 2.14 1.07 0.86

K TRADE: UNDERGROUND PIPING AND PLUMBING WORKS

1.00 LAYING ASBESTOS PIPES:
1//2Ø L.M. 1.32 0.66 0.53
3/4" Ø L.M. 1.32 0.66 0.53
1 1/4" L.M. 1.48 0.74 0.59
 1 1/2 TO 2" Ø L.M. 1.64 0.82 0.66
2 1/2" Ø L.M. 1.97 0.98 0.70
3" Ø L.M. 2.16 1.08 0.86
3 1/2" Ø L.M. 2.30 1.15 0.92
4" Ø L.M. 2.64 1.32 1.06
2.00 CAST IRON PIPE
2" Ø L.M. 4.38 2.19 1.75
4" Ø L.M. 6.58 3.29 2.63
6" Ø L.M. 9.84 4.92 3.94
8" Ø L.M. 13.14 6.57 5.26
10" Ø L.M. 19.70 9.85 7.98
12" Ø L.M. 20.62 10.31 8.25
14" Ø L.M. 24.10 12.05 9.64
16" Ø L.M. 27.38 13.69 10.95
18" Ø L.M. 30.68 15.34 12.27
20" Ø L.M. 32.86 16.43 13.14
24" Ø L.M. 36.14 18.07 14.46
30" Ø L.M. 41.08 20.54 16.43
3.00 LAYING PVC PIPE
1/2 TO 3/4" Ø L.M. 0.38 0.19 0.15
1 TO 1 1/4" Ø L.M. 1.48 0.74 0.59
1 1/2 TO 2" Ø L.M. 1.64 0.82 0.66
2 1/2" Ø L.M. 1.96 0.98 0.78
3" Ø L.M. 2.16 1.08 0.86
4" Ø L.M. 2.62 1.31 1.05
5" Ø L.M. 3.28 1.64 1.31
6" Ø L.M. 4.92 2.46 1.97
4.00 LAYING RCP 8 MEN (1 TEAM)
24"Ø L.M. 9.00 4.00 3.20
36"Ø L.M. 12.80 6.40 5.12
48"Ø L.M. 21.34 10.67 8.54
6-18"Ø L.M. 2.66 1.33 1.06
LAVATORY EACH 16.00 8.00 6.40
WATER CLOSET EACH 24.00 12.00 9.60
URINAL UTILITY STALL EACH 48.00 24.00 19.20
URINAL PEDESTRAL TYPE EACH 32.00 16.00 12.80
SHOWER AND INSTALL EACH 20.00 10.00 8.00
5 MAN GROUP SHOWER EACH 72.00 36.00 28.80
BAH TUBS EACH 48.00 24.00 19.20
SLOPE SINK EACH 28.00 14.00 11.20
HOT WATER HEATER EACH 28.00 14.00 11.20
16 PERSON WASH SINK EACH 52.00 26.00 20.80
DRINKING FOUNTAIN EACH 26.00 13.00 10.40
EYE WASH EACH 16.00 9.00 6.40
MISC. FIXTURES EACH 4.00 2.00 1.60
PARTITIONS EACH 16.00 8.00 6.40
LAYING OF 24"Ø RCP PIPE 8.00 4.00 3.20
LAYING OF 36"Ø RCP PIPE 12.80 6.40 5.12
LAYING OF 48"Ø RCP PIPE 21.32 10.66 8.53

L TRADE INSULATION
EQUIPMENT INSTALLATION VESSEL, EXCHANGE & TANKS
FIELD FABRICATION INSULATION S.M. 5.00 2.50 2.00
FIELD FABRICATION SHEET METAL
S.M. 24.00 12.00 9.60
COVER
APPLY INSULATION S.M. 10.00 5.00 4.00
APPLY SHEET METAL COVER S.M. 10.00 5.00 4.00
PUMPS, COMPRESSORS & TURBINES
FABRICATE S.M. 34.00 17.00 13.60
APPLY S.M. 60.00 30.00 24.00
PIPINGS AND COMPONENT INSULATION
FIELD FABRICATE FLG. 8.00 4.00 3.20
FIELD FABRICATESHEET METAL COVER S.M. 1.60 0.80 0.64
APPLY INSULATION L.M. 5.40 2.70 2.16
APPLY SHEET METAL COVER OR METAL
EACH 3.00 1.50 1.20
COVER
FABRICATE INSTRUMENT COVER EACH 16.00 8.00 6.40
INSTALL INSTRUMENT COVER EACH 12.00 6.00 4.80
INSULATE PIPE HANGERS EACH 8.00 4.00 3.20
FOR STREAM TRACED LINES L.M. 7.40 3.70 2.96
REMOVAL OF OLD OR EXISTING
L.M. 3.00 1.50 1.20
INSTALLATION

M TRADE: FIRE PROOFING

INSTALL STUDS EACH 1.00 0.50 0.40
INSTALL MESH S.M. 2.40 1.20 0.96
 POURED
FORMING S.M. 28.00 14.00 11.20
STRIP FORMS S.M. 12.00 6.00 4.80
POUR CONCRETE S.M. 140.00 70.00 56.00
CURING/PATCHING S.M. 1.20 0.60 0.48
FINISHING S.M. 1.40 0.70 0.56
TROWEL, PLASTERED S.M. 5.40 2.70 2.16
PNEUMATIC APPLICATION
GUNITE S.M. 2.40 1.20 0.96
APPLY FINEBRICK OR BLOCK PC. 1.60 0.80 0.64
REMOVAL OF EXISTING OR OLD
S.M. 5.00 2.50 2.00
FIREPROOFING
APPLY FIREPROOFING PAINT FIRE
S.M. 6.00 3.00 2.40
PROTERCTION:
FIRE PROTECTION EQUIPMENT INSTALLATION:
MONITOR EACH 10.00 5.00 4.00
HOSE REELS AND CARTS EACH 30.00 15.00 12.00
FIRE EXTINGUISHERS PERSONAL
EACH 10.00 5.00 4.00
EQUIPMENT:
EYE WASH EACH 20.00 10.00 8.00
SAFETY SHOWERS EACH 20.00 10.00 8.00
BREATHING APPARATUS SPRINKLER
EACH 10.00 5.00 4.00
SYSTEM
SPRAY NOZZLES EACH 2.00 1.00 0.80
WATER CANNONS EACH 10.00 5.00 4.00

N TRADE: PERMANENT FENCING

INSTALL FENCE L.M. 2.40 1.20 0.96
INSTALL GATES L.M. 6.00 3.00 2.40
TO RAIL L.M. 0.60 0.30 0.24
BARBE WIRE, 3 STRANDS L.M. 0.60 0.30 0.24

O TRADE: PAINTING WORKS

NEW STRUCTURAL STEEL TON 20.00 10.00 9.00
OLD STRUCTURAL STEEL S.M. 1.10 0.55 0.44
NEW FLAT PLATES S.M. 0.64 0.32 0.26
SURFACE PREPARATION:
IN TERMS OF WEIGHT TON 16.00 8.00 6.40
IN TERMS OF AREA S.M. 0.86 0.68 0.34
SAND PREPARATION TON 60.00 30.00 24.00

P TRADE: HEATING VENTILATING AND CONDITIONING

HEAVY PIPING L.M. 7.00 3.50 2.80
DUCT WORK INSTALL S.M. 12.00 6.00 4.80
DUCT WORK FAB. S.M. 36.00 18.00 14.40
PACKAGE UNIT AIR CONDITIONER EACH 48.00 24.00 19.20
UNIT HEATER EACH 24.00 12.00 9.60
FINNED CONVERTER EACH 10.00 5.00 4.00
EXHAUST FAN PROPELLER EACH 16.00 8.00 6.40
GRAVITY ROOF PAINT L.M. 14.00 7.30 5.84
POWER ROOF VENT EACH 48.00 24.00 19.20
ROUND ROOF VENT EACH 16.00 8.00 6.40
PLUMBING PIPING L.M. 7.00 3.50 2.80

Q MISCELLANEOUS
WATER STOP INSTALLATION L.M. 1.34 0.67 0.54
CAULKING SLAB JOINT L.M. 0.40 0.20 0.16
ASPHALTING S.M. 1.60 0.80 0.64
GROUTNG AND TOOL PLASTERING S.M. 3.34 1.67 0.84
WATER PROOFING RUBBERIZED S.M. 1.10 0.55 0.28
COPPER CLADDING ROOF DECK L.M. 1.00 0.50 0.25
WATER PROOFING FLINKOTE S.M. 0.54 x` 0.14
DEMOLITION OF ADOBE WALL CU.M. 3.20 1.60 0.80
PAINTING S.M. 0.68 0.34 0.17
COPPER WATER STOP CUT AND SHAPE L.M. 11.00 6.00 3.00
COPPER WATER STOP CUT AND
L.M. 22.00 11.00 6.00
INSTALLATION
SETTING ANCHOR BOLT KG 97.00 49.00 24.00
SETTING ANCHOR BOXES CU.M. 3.64 1.82 0.91
 MANPOWER ESTIMATE AND SCHEDULE
ITEM QUANTITY MAN-HOURS PER UNIT TOTAL MAN-DAYS NUMBER OF WORKERS DURATION (days)
DESCRIPTION UNIT
NO. (A) (B) (C) = (AxB)/8 (D) = C/D
1 MOBILIZATION

Clearing and Grubbing 165.63 sq.m. 0.03 0.62 5.00 1.00

Construction of temfacil 50.00 sq.m. 0.50 3.125 5.00 1.00

2 FOUNDATION

2.1 Layout
Installation of batterboards 160.00 bd.ft 0.14 2.80 3.00 1.00

2.2 Earthworks
Excavation of column footing and wall footings 50.40 cu.m. 6.50 40.95 10.00 4.00
Back filling 36.16 cu.m. 8.00 36.16 7.00 6.00
Gravel bedding 3.34 cu.m. 2.07 0.86 7.00 1.00
Soil poisoning 164.34 sq.m 0.12 2.47 5.00 1.00

Steel Works
Fabrication of reinforcing bars (CF, WF) 900.48 kg 0.10 11.26 4.00 3.00
Installation of reinforcing bars (CF, WF) 900.48 kg 0.07 7.88 4.00 2.00
Fabrication of reinforcing bars (Beam) 370.6 kg 0.10 4.63 4.00 2.00
Installation of reinforcing bars (Beam) 370.6 kg 0.07 3.24 4.00 1.00

2.4 Formworks
Fabrication of forms (CF, WF) 86.40 sq.m 1.08 11.66 4.00 3.00
Installation of forms (CF, WF) 86.40 sq.m 0.27 2.92 7.00 2.00

Fabrication of beam forms 46.61 sq.m 1.08 6.29 4.00 2.00

Erection of beam forms 46.61 sq.m 0.85 4.95 4.00 2.00
Stripping of beam forms 46.61 sq.m 1.03 6.00 4.00 2.00

Installation of scaffoldings 108.00 bd.ft 0.14 1.89 4.00 1.00

Application of formoil 4.00 lit 0.12 0.06 2.00 1.00
Stripping of forms 108.00 bd.ft 2.80 37.80 4.00 2.00
Dismantling of scaffoldings 108.00 bd.ft 0.85 11.48 4.00 2.00

2.5 Concrete works

Pouring of column footing 19.36 cu.m 1.10 2.66 10.00 1.00
Curing of column footing 19.36 cu.m 0 0.00 0.00 7.00

Pouring of beam footing 18.05 cu.m 1.10 2.48 10.00 4.00

Curing of beam footing 18.05 cu.m 0 0.00 0.00 7.00
2.6 Electrical Works
Rough-in (Installation of Conduits) 97.37 sq. m 0.93 11.32 3.00 4.00

2.7 Plumbing Works

Plumbing Roughing-ins 97.37 sq. m 0.45 5.48 3.00 2.00

3
3 GROUND FLOOR

3.1 Steel Works

Fabrication of rebars (Column, Slab, Beam) 2228.07 kg 0.10 27.85 7.00 4.00
Installation of column rebars 981.58 kg 0.08 9.82 7.00 2.00
Installation of beam rebars 1126.08 kg 0.10 14.08 7.00 2.00
Installation of slab rebars 120.43 kg 0.08 1.20 7.00 1.00

3.2 Formworks
Fabrication of column forms 51.84 sq.m. 1.08 7.00 10.00 1.00
Erection of column forms 51.84 sq.m. 0.85 5.51 10.00 2.00
Stripping of column forms 51.84 sq.m. 1.03 6.67 10.00 1.00

Fabrication of beam forms 76.72 sq.m. 1.08 10.36 10.00 1.00

Erection of beam forms 76.72 sq.m. 0.85 8.15 10.00 3.00
Stripping of beam forms 76.72 sq.m. 1.03 9.88 10.00 1.00

Fabrication of slab forms 97.37 sq.m. 1.08 13.14 10.00 2.00

Erection of slab forms 97.37 sq.m. 0.85 10.35 10.00 5.00
Stripping of slab forms 97.37 sq.m. 2.80 34.08 10.00 4.00

3.3 Concrete Works

Pouring of column 39.84 cu.m 56.00 278.88 10.00 2.00
Curing of column 39.84 cu.m 0 0.00 0.00 7.00

Pouring of Beams 17.23 cu.m 56.00 120.61 10.00 3.00

Curing of Beams 17.23 cu.m 0 0.00 0.00 7.00

Pouring of Slab 11.08 cu.m. 56.00 77.56 10.00 7.00

Curing of Slab 11.08 cu.m. 0 0.00 0.00 7.00

3.4 Electrical Works

Rough-in (Installation of Conduits) 97.37 sq. m 0.93 11.32 3.00 4.00

3.5 Plumbing Works

Plumbing Roughing-ins 97.37 sq. m 0.45 5.48 3.00 2.00

3.6 Tile Works

Installation of tiles 97.37 sq.m. 5.33 64.87 5.00 10.00
 Application of tile adhesive 97.37 sq.m. 1.67 20.33 5.00 4.00

3.7 Masonry Works

Interior and Exterior Wall (4")
Laying of CHB 118.64 sq.m. 1.60 23.73 10.00 3.00
Plastering of CHB 118.64 sq.m. 1.67 24.77 10.00 3.00

4 SECOND FLOOR

4.1 Steel Works

Fabrication of rebars (Column, Slab, Beam) 1370.04 kg 0.10 17.13 7.00 3.00
Installation of column rebars 462.95 kg 0.08 4.63 7.00 1.00
Installation of beam rebars 786.66 kg 0.10 9.83 7.00 2.00
Installation of slab rebars 120.43 kg 0.08 1.20 7.00 1.00

4.2 Formworks
Fabrication of column forms 49.92 sq.m. 1.08 6.74 10.00 1.00
Erection of column forms 49.92 sq.m. 0.85 5.30 10.00 2.00
Stripping of column forms 49.92 sq.m. 1.03 6.43 10.00 1.00

Fabrication of beam forms 79.85 sq.m. 1.08 10.78 10.00 12.00

Erection of beam forms 79.85 sq.m. 0.85 8.48 10.00 1.00
Stripping of beam forms 79.85 sq.m. 1.03 10.28 10.00 2.00

Fabrication of slab forms 84.31 sq.m. 1.08 11.38 10.00 2.00

Erection of slab forms 84.31 sq.m. 0.85 8.96 10.00 4.00
Stripping of slab forms 84.31 sq.m. 2.80 29.51 10.00 3.00

4.3 Concrete Works

Pouring of column 3.49 cu.m 56.00 24.43 10.00 2.00
Curing of column 3.49 cu.m 0 0.00 0.00 7.00

Pouring of Beams 5.59 cu.m 56.00 39.13 10.00 4.00

Curing of Beams 5.59 cu.m 0 0.00 0.00 7.00

Pouring of Slab 10.20 cu.m 56.00 71.42 10.00 7.00

Curing of Slab 10.20 cu.m 0 0 0.00 7.00

4.4 Electrical Works

Rough-in (Installation of Conduits) 84.31 sq.m 0.93 9.8010375 2.00 1.00

4.5 Tile Works

Installation of tiles 84.31 sq.m. 5.33 56.17 4.00 10.00
Application of tile adhesive 84.31 sq.m. 0.40 4.22 4.00 2.00

4.6 Masonry Works

 Interior and Interior Wall (4")
Laying of CHB 168.836 sq.m. 1.60 33.77 10.00 2.00
Plastering of CHB 168.836 sq.m. 1.67 35.24 10.00 2.00

5 FINISHING WORKS

5.1 Plumbing Works

Installation of Fixtures
Lavatory 6.00 set/s 5.60 4.20 1.00 1.00
Water Closet 6.00 set/s 6.40 4.80 1.00 1.00
Shower 6.00 set/s 6.40 4.80 1.00 1.00
Kitchen Sink 2.00 set/s 4.00 1.00 1.00 1.00
Faucets 4.00 set/s 1.00 0.50 1.00 1.00
Catch basin 9.00 set/s 2.40 2.70 1.00 1.00
Downspout 10.00 set/s 0.97 1.21 1.00 1.00
Area drains 4.00 set/s 2.40 1.20 1.00 1.00

5.2 Electrical Works

Installation of Wire and Cables 165.63 m 0.171 3.54 2.00 2.00

Installation of switches 6.00 pcs 0.504 0.38 2.00 1.00
Installation of Lighting Fixtures & Acc. 31.00 pcs 1.667 6.46 2.00 1.00
Installation of outlets 23.00 pcs 0.504 0.5 3.00 1.00
Installation of Panel Board/Junction Box 1.00 pcs 16 0.03 2.00 1.00

5.3 Roofing Works

Truss Fabrication 21.00 pcs 0.7 1.84 2.00 1.00
Truss Installation 21.00 pcs 1.60 4.20 2.00 2.00
Frame installation 130.99 sq.m 3.06 50.10 10.00 5.00
Installation of G.I. Sheets 36.00 pcs 0.82 3.69 3.00 2.00

5.4 Painting Works

Primer Coating 287.47 sq.m. 0.34 12.22 4.00 1.00
Top Coating 287.47 sq.m. 0.34 12.22 4.00 3.00

5.5 Architectural Specialities Works

Installation of Doors 15.00 set/s 3.38 6.34 2.00 3.00
Installation of Windows 24.00 set/s 3.12 9.36 2.00 5.00

5.6 Mechanical Works

Install of Airconditioner 4.00 pcs 19.20 9.6 1.00 1.00
Water Heater 5.00 pcs 9.60 0.13 2.00 1.00

TOTAL NUMBER OF DAYS = 277.00

 BILL OF QUANTITIES
ITEM NO. DESCRIPTION QUANTITY UNIT UNIT COST TOTAL COST
I MOBILIZATION
A Clearing and Grubbing
Labor
1 Foreman 1.00 days 815.00 815.00
5 Unskilled Worker 1.00 days 520.00 2,600.00

Subtotal 3,415.00

B Construction of temporary facilities

Materials
Temporary facilities 1.00 lot 50,000.00 50,000.00

Labor
1 Foreman 1.00 days 815.00 815.00
4 Unskilled Worker 1.00 days 520.00 2,080.00

Subtotal 52,895.00

II FOUNDATION
LAYOUT
C Installation of batterboards
Materials
Batterboards 1.00 lot 10,000.00 10,000.00

Labor
1 Foreman 1.00 days 815.00 815.00
3 Unskilled Worker 1.00 days 520.00 1,560.00

Subtotal 12,375.00

Earthworks
D Excavation of column footing and wall footings
Labor
1 Foreman 6.00 days 815.00 4,890.00
7 Unskilled 6.00 days 520.00 21,840.00
3 Skilled 6.00 days 540.00 9,720.00

Subtotal 36450.00

E Back filling
Labor
1 Foreman 4.00 days 815.00 3,260.00
5 Unskilled 4.00 days 520.00 10,400.00
2 Skilled 4.00 days 540.00 4,320.00

Subtotal 17980.00

F Gravel bedding
Labor
1 Foreman 1.00 days 815.00 815.00
7 Unskilled 1.00 days 520.00 3,640.00

Subtotal 4455.00

G Soil poisoning
Labor
1 Foreman 1.00 days 815.00 815.00
5 Unskilled 1.00 days 520.00 2,600.00

Subtotal 3415.00

Steel works
H Fabrication of Reinforce bars(Column, Slab, Beam)
Materials
Slab Rebars 10 mm Ø 120.43 kgs 40.00 4,817.20
Column Rebars 16 mm Ø 625.29 kgs 40.00 25,011.60
Column Rebars 10 mm Ø 356.29 kgs 40.00 14,251.60
Beam Rebars 16 mm Ø 1126.08 kgs 40.00 45,043.20

Labor
1 Foreman 7.00 days 815.00 5,705.00
2 Unskilled Worker 7.00 days 520.00 7,280.00
1 Skilled Worker 7.00 days 540.00 3,780.00
 Subtotal 105,888.60

I Installation of Reinforce bars(Column)

Labor
1 Foreman 2.00 days 815.00 1,630.00
5 Unskilled Worker 2.00 days 520.00 5,200.00
1 Skilled Worker 2.00 days 540.00 1,080.00

Subtotal 7,910.00

J Installation of Reinforce bars(Beam)

Labor
1 Foreman 3.00 days 815.00 2,445.00
5 Unskilled Worker 3.00 days 520.00 7,800.00
2 Skilled Worker 3.00 days 540.00 3,240.00

Subtotal 13,485.00

Formworks
K Fabrication of forms (CW,WF)
Materials
Phenolic Board (1/2 by 4' x 8') 85.00 boards 765.00 65025.00
Common Nails (10d) 102.67 kg 69.00 7084.23
2'' x 2'' x 8'' Kiln Dried * for horizontal 360.00 studs 115.00 41400.00
2'' x 2'' x 8'' Kiln Dried * for vertical 512.00 studs 115.00 58880.00

Labor
1 Foreman 3.00 days 815.00 2445.00
2 Skilled 3.00 days 540.00 3240.00
2 Unskilled 3.00 days 520.00 3120.00

Subtotal 181194.23
L Installation of forms (Cf,WF)
Labor
1 Foreman 2.00 days 815.00 1630.00
4 Skilled 2.00 days 540.00 4320.00
3 Unskilled 2.00 days 520.00 4680.00

Subtotal 10630.00
M Fabrication of form beams
Materials
Phenolic Board (1/2 by 4' x 8') 138.00 boards 765.00 105570.00
Common Nails (10d) 65.18 kg 69.00 4497.42
2'' x 2'' x 8'' Kiln Dried * for horizontal 16.00 studs 115.00 1840.00
2'' x 2'' x 8'' Kiln Dried * for vertical 166.00 studs 115.00 19090.00

Labor
1 Foreman 2.00 days 815.00 1630.00
2 Skilled 2.00 days 540.00 2160.00
2 Unskilled 2.00 days 520.00 2080.00

Subtotal 136867.42
N Erection of beam forms
Labor
1 Foreman 2.00 days 815.00 1630.00
2 Skilled 2.00 days 540.00 2160.00
2 Unskilled 2.00 days 520.00 2080.00

Subtotal 5870.00
O Stripping of beam forms
Labor
1 Foreman 2.00 days 815.00 1630.00
2 Skilled 2.00 days 540.00 2160.00
2 Unskilled 2.00 days 520.00 2080.00

Subtotal 5870.00
P Installation of Scaffolding
Materials
Scaffolding 108.00 bd.ft 300.00 32400.00

Labor
1 Foreman 1.00 days 815.00 815.00
4 Skilled 1.00 days 540.00 2160.00

Subtotal 35375.00
 Q Application of Formoil
Materials
Formoil 4.00 lit 250.00 1000.00

Labor
1 Foreman 1.00 days 815.00 815.00
2 Skilled 1.00 days 540.00 1080.00

Subtotal 2895.00
R Stripping of Forms
Labor
1 Foreman 10.00 days 815.00 8150.00
6 Skilled 10.00 days 540.00 32400.00
4 Unskilled 10.00 days 520.00 20800.00

Subtotal 61350.00
S Dismantling of Scaffolding
Labor
1 Foreman 7.00 days 815.00 5705.00
2 Skilled 7.00 days 540.00 7560.00
2 Unskilled 7.00 days 520.00 7280.00

Subtotal 20545.00
Concrete works
T Pouring of column footing
Materials
Portland cement 85.00 Bags 279.00 23715.00
White sand 5.71 Cu.m 1150.00 6566.50
Gravel(3/4") 11.28 Cu.m 1925.00 21714.00

Labor
1 Foreman 1.00 days 815.00 815.00
3 Skilled worker 1.00 days 540.00 1,620.00
7 Unskilled worker 1.00 days 520.00 3,640.00

U Curing of column footing 7.00 days 0.00 0.00

Subtotal 58,070.50
V Pouring of beam footing
Materials
Portland cement 45.00 bags 279.00 12555.00
White sand 3.01 cu.m 1150.00 3461.50
Gravel(3/4") 5.96 cu.m 1925.00 11473.00

Labor
1 Foreman 1.00 days 815.00 815.00
3 Skilled worker 1.00 days 540.00 1,620.00
7 Unskilled Worker 1.00 days 520.00 3,640.00

W Curing of beam footing 7.00 days 0.00 0.00

Subtotal 33,564.50

Electrical Works
X Installation of Conduits
Materials
Electrical Rough-Ins 97.37 lot 500.00 48,685.00

Labor
1 Foreman 4.00 days 815.00 3,260.00
3 Skilled Worker 4.00 days 520.00 6,240.00

Subtotal 58,185.00

Plumbing Works
Y Intallation of Plumbing Roughing-ins
Materials
Plumbing Roughing-ins 97.37 sq.m 900.00 87,633.00

Labor
3 Skilled 2.00 days 540.00 3,240.00

Subtotal 90,873.00

III GROUND FLOOR

Steel works
Z Fabrication of Reinforce bars(Column, Slab, Beam)
Materials
Slab Rebars DRSB 10 mm Ø 120.43 kgs 40.00 4,817.20
Column Rebars DRSB 16 mm Ø 625.29 kgs 40.00 25,011.60
Column Rebars DRSB 10 mm Ø 356.29 kgs 40.00 14,251.60
Beam Rebars DRSB 16 mm Ø 1126.08 kgs 40.00 45,043.20

Labor
1 Foreman 7.00 days 815.00 5,705.00
2 Unskilled Worker 7.00 days 520.00 7,280.00
1 Skilled Worker 7.00 days 540.00 3,780.00

Subtotal 105,888.60

AA Installation of Reinforce bars(Column)

Labor
1 Foreman 2.00 days 815.00 1,630.00
5 Unskilled Worker 2.00 days 520.00 5,200.00

Subtotal 6,830.00

AB Installation of Reinforce bars(Beam)

Labor
1 Foreman 3.00 days 815.00 2,445.00
5 Unskilled Worker 3.00 days 520.00 7,800.00
2 Skilled Worker 3.00 days 540.00 3,240.00

Subtotal 13,485.00

AC Installation of Reinforce bars(Slab)

Labor
1 Foreman 1.00 days 815.00 815.00
6 Unskilled Worker 1.00 days 520.00 3,120.00
2 Skilled Worker 1.00 days 540.00 1,080.00

Subtotal 5,015.00

Formworks
AD Fabrication of Column Forms
Materials
Phenolic Board (1/2 by 4' x 8') 53.00 boards 765.00 40545.00
Common Nails (10d) 25.92 kg 69.00 1788.48
2'' x 2'' x 8'' Kiln Dried * for horizontal 132.00 studs 115.00 15180.00
2'' x 2'' x 8'' Kiln Dried * for vertical 22.00 studs 115.00 2530.00

Labor
1 Foreman 1.00 days 815.00 815.00
6 Skilled 1.00 days 540.00 3240.00
4 Unskilled 1.00 days 520.00 2080.00

Subtotal 66178.48
AE Erection of Column Forms
Labor
1 Foreman 2.00 days 815.00 1630.00
6 Skilled 2.00 days 540.00 6480.00
4 Unskilled 2.00 days 520.00 4160.00

Subtotal 12270.00
AF Stripping of Column Forms
Labor
1 Foreman 1.00 days 815.00 815.00
6 Skilled 1.00 days 540.00 3240.00
4 Unskilled 1.00 days 520.00 2080.00

Subtotal 6135.00
AG Fabrication of Beam Forms
Materials
Phenolic Board (1/2 by 4' x 8') 119.00 boards 765.00 91035.00
Common Nails (10d) 51.88 kg 69.00 3579.72
2'' x 2'' x 8'' Kiln Dried * for horizontal 14.00 studs 115.00 1610.00
2'' x 2'' x 8'' Kiln Dried * for vertical 151.00 studs 115.00 17365.00

Labor
1 Foreman 1.00 days 815.00 815.00
 6 Skilled 1.00 days 540.00 3240.00
4 Unskilled 1.00 days 520.00 2080.00

Subtotal 119724.72
AH Erection of Beam Forms
Labor
1 Foreman 3.00 days 815.00 2445.00
6 Skilled 3.00 days 540.00 9720.00
4 Unskilled 3.00 days 520.00 6240.00

Subtotal 18405.00
AI Stripping of Beam Forms
Labor
1 Foreman 1.00 days 815.00 815.00
6 Skilled 1.00 days 540.00 3240.00
4 Unskilled 1.00 days 520.00 2080.00

Subtotal 6135.00
AJ Fabrication of Slab Forms
Materials
Phenolic Board (1/2 by 4' x 8') 114.00 boards 765.00 87210.00
Common Nails (10d) 52.22 kg 69.00 3603.18
2'' x 2'' x 8'' Kiln Dried * for horizontal 8.00 studs 115.00 920.00
2'' x 2'' x 8'' Kiln Dried * for vertical 133.00 studs 115.00 15295.00

Labor
1 Foreman 2.00 days 815.00 1630.00
6 Skilled 2.00 days 540.00 6480.00
4 Unskilled 2.00 days 520.00 4160.00

Subtotal 119298.18
AK Erection of Slab Forms
Labor
1 Foreman 5.00 days 815.00 4075.00
6 Skilled 5.00 days 540.00 16200.00
4 Unskilled 5.00 days 520.00 10400.00

Subtotal 30675.00
AL Stripping of Slab Forms
Labor
1 Foreman 4.00 days 815.00 3260.00
6 Skilled 4.00 days 540.00 12960.00
4 Unskilled 4.00 days 520.00 8320.00

Subtotal 24540.00

Concrete works
AM Pouring of Column
Materials
Portland cement 36.00 Bags 279.00 10044.00
White sand 2.42 Cu.m 1150.00 2783.00
Gravel(3/4") 4.78 Cu.m 1925.00 9201.50

Labor
1 Foreman 1.00 days 815.00 815.00
3 Skilled worker 1.00 days 540.00 1,620.00
7 Unskilled Worker 1.00 days 520.00 3,640.00

AN Curing of Column 14.00 days 0.00 0.00

Subtotal 28,103.50

AO Pouring of Beams
Materials
Portland cement 45.00 Bags 279.00 12555.00
White sand 3.01 Cu.m 1150.00 3461.50
Gravel(3/4") 5.96 Cu.m 1925.00 11473.00

Labor
1 Foreman 1.00 days 815.00 815.00
3 Skilled Worker 1.00 days 540.00 1,620.00
7 Unskilled Worker 1.00 days 520.00 3,640.00

AP Curing of Beams 14.00 days 0.00 0.00

 Subtotal 33,564.50

AQ Pouring of Slab
Materials
Portland cement 91.00 Bags 279.00 25389.00
White sand 6.14 Cu.m 1150.00 7061.00
Gravel(3/4") 12.15 Cu.m 1925.00 23388.75

Labor
1 Foreman 1.00 days 815.00 815.00
3 Skilled Worker 1.00 days 540.00 1,620.00
7 Unskilled Worker 1.00 days 520.00 3,640.00

ARA Curing of Slab 14.00 days 0.00 0.00

Subtotal 61,913.75

Electrical Works
AS Installation of Conduits
Materials
Electrical Rough-Ins 97.37 lot 500.00 48,685.00

Labor
1 Foreman 4.00 days 815.00 3,260.00
3 Skilled Worker 4.00 days 520.00 6,240.00

Subtotal 58,185.00

Plumbing Works
AT Intallation of Plumbing Roughing-ins
Materials
Plumbing Roughing-ins 97.37 sq.m 900.00 87,633.00

Labor
3 Skilled 2.00 days 540.00 3,240.00

Subtotal 90,873.00

Tile works
AU Installation of Tile
Materials
1st floor tile 400x400 398.00 pcs 68.00 27,064.00
1st floor tile 200x200 126.00 pcs 30.00 3,780.00

Labor
1 Foreman 10.00 days 815.00 8,150.00
4 Skilled Worker 10.00 days 520.00 20,800.00

Subtotal 59,794.00

AV Application of Tile Adhesive

Materials
ABC Tile Grout (2kgs) 5.00 bags 62.00 310.00

Labor
1 Foreman 2.00 days 815.00 1,630.00
4 Skilled Worker 2.00 days 520.00 4,160.00

Subtotal 6,100.00

Masonry works
AW Laying of CHB
Materials
Concrete Hollow Blocks - 4" 3019.00 pcs 18.00 54,342.00
Mortar Cement 297.00 bags 279.00 82,863.00
Mortar Sand 3.48 cu.m 1,150.00 4,005.34
DSRB 10 mm Ø x 12 m 684.40 kg 44.00 30,113.60

Labor
2 Foreman 3.00 days 815.00 4890.00
3 Skilled Worker 3.00 days 540.00 4860.00
5 Unskilled Worker 3.00 days 520.00 7800.00

Subtotal 188,873.94
AX Plastering of CHB
 Materials
Plaster Cement 63.00 bags 279.00 17,577.00
Plaster Sand 3.48 Cu.m 1,150.00 4,005.34

Labor
2 Foreman 3.00 days 815.00 4890.00
3 Skilled Worker 3.00 days 540.00 4860.00
5 Unskilled Worker 3.00 days 520.00 7800.00

Subtotal 39,132.34

III SECOND FLOOR

Steel works
AY Fabrication of Reinforce bars(Column, Slab, Beam)
Materials
Slab Rebars 10 mm Ø 120.43 kgs 40.00 4,817.20
Column Rebars 16 mm Ø 281.85 kgs 40.00 11,274.00
Column Rebars 10 mm Ø 181.10 kgs 40.00 7,244.00
Beam Rebars 16 mm Ø 786.66 kgs 40.00 31,466.40

Labor
1 Foreman 7.00 days 815.00 4,890.00
2 Unskilled Worker 7.00 days 520.00 7,280.00
1 Skilled Worker 7.00 days 540.00 3,780.00

Subtotal 70,751.60

AZ Installation of Reinforce bars(Column)

Labor
1 Foreman 2.00 days 815.00 1,630.00
5 Unskilled Worker 2.00 days 520.00 5,200.00
1 Skilled Worker 2.00 days 540.00 1,080.00

Subtotal 7,910.00

AAA Installation of Reinforce bars(Beam)

Labor
1 Foreman 3.00 days 815.00 2,445.00
5 Unskilled Worker 3.00 days 520.00 7,800.00
2 Skilled Worker 3.00 days 540.00 3,240.00

Subtotal 13,485.00

AAB Installation of Reinforce bars(Slab)

Labor
1 Foreman 1.00 days 815.00 815.00
6 Unskilled Worker 1.00 days 520.00 3,120.00
2 Skilled Worker 1.00 days 540.00 1,080.00

Subtotal 5,015.00

Formworks
AAC Fabrication of Column Forms
Materials
Phenolic Board (1/2 by 4' x 8') 51.00 boards 765.00 39015.00
Common Nails (10d) 25.92 kg 69.00 1788.48
2'' x 2'' x 8'' Kiln Dried * for horizontal 132.00 studs 115.00 15180.00
2'' x 2'' x 8'' Kiln Dried * for vertical 88.00 studs 115.00 10120.00

Labor
1 Foreman 1.00 days 815.00 815.00
6 Skilled 1.00 days 540.00 3240.00
4 Unskilled 1.00 days 520.00 2080.00

Subtotal 72238.48
AAD Erection of Column Forms
Labor
1 Foreman 2.00 days 815.00 1630.00
6 Skilled 2.00 days 540.00 6480.00
4 Unskilled 2.00 days 520.00 4160.00

Subtotal 12270.00
AAE Stripping of Column Forms
Labor
1 Foreman 1.00 days 815.00 815.00
6 Skilled 1.00 days 540.00 3240.00
 4 Unskilled 1.00 days 520.00 2080.00

Subtotal 6135.00
AAF Fabrication of Beam Forms
Materials
Phenolic Board (1/2 by 4' x 8') 119.00 board 765.00 91035.00
Common Nails (10d) 51.88 kg 69.00 3579.72
2'' x 2'' x 8'' Kiln Dried * for horizontal 14.00 studs 115.00 1610.00
2'' x 2'' x 8'' Kiln Dried * for vertical 151.00 studs 115.00 17365.00

Labor
1 Foreman 12.00 days 815.00 9780.00
6 Skilled 12.00 days 540.00 38880.00
6 Unskilled 12.00 days 520.00 37440.00

Subtotal 199689.72
AAG Erection of Beam Forms
Labor
1 Foreman 1.00 days 815.00 815.00
6 Skilled 1.00 days 540.00 3240.00
4 Unskilled 1.00 days 520.00 2080.00

Subtotal 282144.72
AAH Strpping of Beam Forms
Labor
1 Foreman 2.00 days 815.00 1630.00
6 Skilled 2.00 days 540.00 6480.00
4 Unskilled 2.00 days 520.00 4160.00

Subtotal 12270.00
AAI Fabrication of slab Forms
Materials
Phenolic Board (1/2 by 4' x 8') 114.00 boards 765.00 87210.00
Common Nails (10d) 52.22 kg 69.00 3603.18
2'' x 2'' x 8'' Kiln Dried * for horizontal 8.00 studs 115.00 920.00
2'' x 2'' x 8'' Kiln Dried * for vertical 133.00 studs 115.00 15295.00

Labor
1 Foreman 2.00 days 815.00 1630.00
6 Skilled 2.00 days 540.00 6480.00
4 Unskilled 2.00 days 520.00 4160.00

Subtotal 119298.18
AAJ Erection of Slab Forms
Labor
1 Foreman 4.00 days 815.00 3260.00
6 Skilled 4.00 days 540.00 12960.00
4 Unskilled 4.00 days 520.00 8320.00

Subtotal 24540.00
AAK Stripping of Slab Forms
Labor
1 Foreman 3.00 days 815.00 2445.00
6 Skilled 3.00 days 540.00 9720.00
4 Unskilled 3.00 days 520.00 6240.00

Subtotal 18405.00

Concrete works
AAL Pouring of Column
Materials
Portland cement 36.00 Bags 279.00 10044.00
White sand 2.42 Cu.m 1150.00 2783.00
Gravel(3/4") 4.78 Cu.m 1925.00 9201.50

Labor
1 Foreman 1.00 days 815.00 815.00
3 Skilled worker 1.00 days 540.00 1,620.00
7 Unskilled Worker 1.00 days 520.00 3,640.00

AAM Curing of Column 14.00 days 0.00 0.00

Subtotal 28,103.50
AAN Pouring of Beams
Materials
Portland cement 45.00 Bags 279.00 12555.00
 White sand 3.01 Cu.m 1150.00 3461.50
Gravel(3/4") 5.96 Cu.m 1925.00 11473.00

Labor
1 Foreman 1.00 days 815.00 815.00
3 Skilled Worker 1.00 days 540.00 1,620.00
7 Unskilled Worker 1.00 days 520.00 3,640.00

AAO Curing of Column 14.00 days 0.00 0.00

Subtotal 33,564.50

AAP Pouring of Slab

Materials
Portland cement 91.00 Bags 279.00 25389.00
White sand 6.14 Cu.m 1150.00 7061.00
Gravel(3/4") 12.15 Cu.m 1925.00 23388.75

Labor
1 Foreman 1.00 days 815.00 815.00
3 Skilled Worker 1.00 days 540.00 1,620.00
7 Unskilled Worker 1.00 days 520.00 3,640.00

AAQ Curing of Column 14.00 days 0.00 0.00

Subtotal 61,913.75

Electrical Works
AAR Installation of Conduits
Materials
Electrical Rough-Ins 97.37 lot 500.00 48,685.00

Labor
1 Foreman 4.00 days 815.00 3,260.00
3 Skilled Worker 4.00 days 520.00 6,240.00

Subtotal 58,185.00

Tile works
AAS Installation of Tile
Materials
2nd floor tile 400x400 427.00 pcs 110.00 46,970.00
2nd floor tile 200x200 252.00 pcs 34.00 8,568.00

Labor
1 Foreman 10.00 days 815.00 8,150.00
4 Skilled Worker 10.00 days 520.00 20,800.00

Subtotal 84,488.00

AAT Application of Tile Adhesive

Materials
ABC Tile Grout (2kgs) 5.00 bags 62.00 310.00

Labor
1 Foreman 2.00 days 815.00 1,630.00
4 Skilled Worker 2.00 days 520.00 4,160.00

Subtotal 6,100.00

Masonry works
AAU Laying of CHB
Materials
Concrete Hollow Blocks - 4" 3019.00 pcs 18.00 54,342.00
Mortar Cement 297.00 bags 279.00 82,863.00
Mortar Sand 3.48 cu.m 1,150.00 4,005.34
DSRB 10 mm Ø x 12 m 684.40 kg 44.00 30,113.60

Labor
2 Foreman 3.00 days 815.00 4890.00
3 Skilled Worker 3.00 days 540.00 4860.00
5 Unskilled Worker 3.00 days 520.00 7800.00

Subtotal 188,873.94
AAV Plastering of CHB
Materials
 Plaster Cement 63.00 bags 279.00 17,577.00
Plaster Sand 3.48 Cu.m 1,150.00 4,005.34

Labor
2 Foreman 3.00 days 815.00 4890.00
3 Skilled Worker 3.00 days 540.00 4860.00
5 Unskilled Worker 3.00 days 520.00 7800.00

Subtotal 39,132.34

IV Finishing Works
Plumbing Works
AAW Installation of Fixtures
Materials
Toilet Floor Drain 3.00 pcs 340.00 1,020.00
Gate Valve 1.00 pcs 455.00 455.00
Check Valve 1.00 pcs 315.00 315.00
Conduit PVC 150 mm diameter @ 3m 5.00 pcs 975.40 4,877.00
Conduit PVC 100 mm diameter @ 3m 8.00 pcs 758.88 6,071.04
Conduit PVC 75 mm diameter @ 3m 6.00 pcs 487.70 2,926.20
Moldex Blue 20 mm diameter 6.00 pcs 34.00 204.00
Lavatory 6.00 set/s 3999.75 23,998.50
Water Closet 6.00 set/s 7,600.00 45,600.00
Shower 6.00 set/s 7399.75 44,398.50
Kitchen Sink 2.00 set/s 2,300.00 4,600.00
Faucets 4.00 set/s 460.00 1,840.00
Catch basin 9.00 set/s 5,839.00 52,551.00
Downspout 10.00 set/s 500.00 5,000.00
Area drains 4.00 set/s 249.00 996.00

Labor
2 Skilled Worker 2 Days 540 2,160.00
5 Unskilled Worker

Subtotal 197,012.24

Electrical Works
AAX Installation of Conduits
Materials
Electrical Rough-Ins 97.37 lot 500.00 48,685.00

Labor
1 Foreman 2.00 days 815.00 1,630.00
2 Skilled Worker 2.00 days 520.00 2,080.00

Subtotal 52,395.00
AAY Installation of Switches
Materials
Switches 6.00 pcs 170.06 1,020.36

Labor
1 Foreman 1.00 days 815.00 815.00
2 Skilled Worker 1.00 days 520.00 1,040.00

Subtotal 2,875.36
AAZ Installation of Lighting Fixtures & Acc.
Materials
Penlights (9 watts) 31.00 pcs 175.00 5,425.00

Labor
1 Foreman 1.00 days 815.00 815.00
2 Skilled Worker 1.00 days 520.00 1,040.00

Subtotal 7,280.00
AAAA Installation of Outlets
Materials
Weatherproof convenience outlet 3.00 pcs 600.00 1,800.00
Convenience Outlet 20.00 pcs 168.00 3,360.00

Labor
1 Foreman 1.00 days 815.00 815.00
3 Skilled Worker 1.00 days 520.00 1,560.00

Subtotal 7,535.00
AAAB Installation of Panel Board/Junction Box
 Materials
Panelboard 1.00 pcs 3,291.00 3,291.00

Labor
1 Foreman 1.00 days 815.00 815.00
2 Skilled Worker 1.00 days 520.00 1,040.00

Subtotal 5,146.00

Roofing Works
AAAC Truss Fabrication
Materials
Rivets 3.00 box 285.00 855.00
GI rivets 9.68 kg 115.00 1,113.20
GI washer 13.68 kg 115.00 1,573.20
6mm thk. x 50mm x 50mm x 6.0 Angle bar (Web Member) 13.00 pcs 1,750.00 22,750.00
6mm thk.x 65mm x 65mm x 6.0 Angle bar (T & B Chord) 9.00 pcs 2,278.00 20,502.00
Ga#24 Corrugated G.I. Longspan 36.00 sheet 466.00 16,776.00

Labor
2 Skilled Worker 1.00 days 540.00 1,080.00

Subtotal 64,649.40
AAAD Truss Installation
Labor
2 Skilled Worker 2.00 days 540.00 2,160.00

Subtotal 2,160.00
AAAE Frame Installation
Labor
1 Foreman 5.00 days 815.00 4,075.00
3 Skilled Worker 5.00 days 540.00 8,100.00
7 Unskilled 5.00 days 520.00 18,200.00

Subtotal 30,375.00
AAAF Installation of G.I. Sheets
Labor
2 Skilled Worker 2.0 days 540.00 2,160.00
1 Unskilled 2.0 days 520.00 1,040.00

Subtotal 3,200.00

Painting Works
AAAG Primer Coating
Materials
Ground Floor Primer Coat 8.00 4 liters/can 635.00 5,080.00
Second Floor Primer Coat 12.00 4 liters/can 635.00 7,620.00

Labor
1 Foreman 1.00 days 815.00 815.00
3 Skilled Worker 1.00 days 520.00 1,560.00

Subtotal 15,075.00
AAAH Top Coating
Materials
Ground Floor Top Coat 6.00 4 liters/can 639.00 3,834.00
Second Floor Top Coat 9.00 4 liters/can 639.00 5,751.00

Labor
1 Foreman 3.00 days 815.00 2,445.00
3 Skilled Worker 3.00 days 520.00 4,680.00

Subtotal 16,710.00

Architectural Specialities Works

AAAI Installation of Doors
Materials
70x210 Twin wooden panel swing door 1 pcs 2,800.00 2,800.00
80x210 Twin wooden panel swing door 6 pcs 7,176.00 43,056.00
70x210 Wooden panel swing door 2 pcs 8,485.00 16,970.00
0x210 Twin wooden panel swing door 6 pcs 3,800.00 22,800.00

Labor
1 Foreman 3 days 815.00 2,445.00
2 Skilled 3 days 540.00 3,240.00
Subtotal 91,311.00
AAAJ Installation of Windows
Materials
260x120 Aluminum Sliding Window 1 pcs 20,149.00 20,149.00
220x120 Aluminum Sliding Window 5 pcs 15,700.00 78,500.00
180x120 Aluminum Sliding Window 3 pcs 12,500.00 37,500.00
140x120 P. Tech Aluminum Sliding Window 2 pcs 7,070.00 14,140.00
80x120 Aluminum Casement Window 2 pcs 4,680.00 9,360.00
60x120 Aluminum Sliding Window 4 pcs 3,600.00 14,400.00
70x80 Aluminum Casement Window 1 pcs 2,060.00 2,060.00
60x60 Aluminum Sliding Window 6 pcs 1,500.00 9,000.00

Labor
1 Foreman 5 days 815.00 4,075.00
2 Skilled 5 days 540.00 5,400.00

Subtotal 194,584.00

Mechanical Works
AAAK Intallation of Airconditioner
Materials
Condenser 4.00 pcs 35,795.00 143,180.00

Labor
1 Unskilled 1.00 days 520.00 520.00
1 Skilled 1.00 days 540.00 540.00

Subtotal 144,240.00
AAAL Intallation of Water Heater
Materials
Water Heater 5.00 pcs 2,300.00 11,500.00

Labor
1 Unskilled 1.00 days 520.00 520.00
1 Skilled 1.00 days 540.00 540.00

Subtotal 12,560.00

Estimated Direct Cost 4,252,299.97

Mark-up 935,505.99
5,187,805.96
12% VAT 622,536.72

Total Estimated Cost 5,810,342.68

 ACTIVITY - PRECEDENCE TABLE
ACTIVITY DESCRIPTION PRECEDENCE DURATION (DAYS) COST PER DAY SUBTOTAL

MOBILIZATION
A Clearing and Grubbing START 1.00 3,415.00 3,415.00
B Construction of temporary facilities A 1.00 52,895.00 52,895.00

FOUNDATION
C Installation of batterboards A 1.00 12,375.00 12,375.00
D Excavation of column footing and wall footings B,C 6.00 6,075.00 36450.00
E Back filling X,Y 4.00 4,495.00 17980.00
F Gravel bedding G 1.00 4,455.00 4455.00
G Soil poisoning D 1.00 3,415.00 3415.00
H Fabrication of Reinforce bars(Column, Slab, Beam) - Foundation B,C 7.00 15,126.94 105,888.60
I Installation of Reinforce bars(Column) - Foundation H, F 2.00 3,955.00 7,910.00
J Installation of Reinforce bars(Beam) - Foundation H,F 3.00 4,495.00 13,485.00
K Fabrication of forms (CW,WF)- Foundation B,C 3.00 60,398.08 181194.23
L Installation of forms- Foundation N 2.00 5,315.00 10630.00
M Fabrication of form beams - Foundation B,C 2.00 68,433.71 136867.42
N Erection of forms - Foundation I,J,K,M 2.00 2,935.00 5870.00
O Stripping of beam forms - Foundation W 2.00 2,935.00 5870.00
P Installation of Scaffolding - Foundation I,J,K,M 1.00 35,375.00 35375.00
Q Application of Formoil - Foundation R,O 1.00 2,895.00 2895.00
R Stripping of column Forms - Foundation U 1.00 61,350.00 61350.00
S Dismantling of Scaffolding - Foundation AAAH 7.00 2,935.00 20545.00
T Pouring of column footing - Foundation L 1.00 58,070.50 58,070.50
U Curing of column footing - Foundation T 7.00 - 0.00
V Pouring of beam footing - Foundation L 1.00 33,564.50 33,564.50
W Curing of beam footing - Foundation V 7.00 - 0.00
X Installation of Conduits - Foundation Q,S 4.00 14,546.25 58,185.00
Y Intallation of Plumbing Roughing-ins - Foundation Q,S 1.00 90,873.00 90,873.00

GROUND FLOOR
Z Fabrication of Reinforce bars(Column, Slab, Beam) Q,S 7.00 15,126.94 105,888.60
AA Installation of Reinforce bars(Column) E,Z 2.00 3,415.00 6,830.00
AB Installation of Reinforce bars(Beam) E,Z 3.00 4,495.00 13,485.00
AC Installation of Reinforce bars(Slab) E,Z 1.00 5,015.00 5,015.00
AD Fabrication of Column Forms Q,S 1.00 66,178.48 66178.48
AE Erection of Column Forms AA,AD 2.00 6,135.00 12270.00
AF Stripping of Column Forms AN 1.00 6,135.00 6135.00
AG Fabrication of Beam Forms Q,S 1.00 119,724.72 119724.72
AH Erection of Beam Forms AB,AG 3.00 6,135.00 18405.00
AI Stripping of Beam Forms AP 1.00 6,135.00 6135.00
AJ Fabrication of Slab Forms Q,S 2.00 59,649.09 119298.18
AK Erection of Slab Forms AJ ,AC 5.00 6,135.00 30675.00
AL Stripping of Slab Forms AR 4.00 6,135.00 24540.00
AM Pouring of Column AE 1.00 421,861.38 421,861.38
AN Curing of Column AM 14.00 - 0
AO Pouring of Beams AH 1.00 33,564.00 33564
AP Curing of Beams AO 14.00 - 0
AQ Pouring of Slab AK 1.00 61,913.75 61,913.75
AR Curing of Slab AQ 14.00 - 0.00
AS Installation of Conduits AW 4.00 14,546.25 58,185.00
AT Intallation of Plumbing Roughing-ins AW 2.00 45,436.50 90,873.00
AU Installation of Tile S 10.00 5,979.40 59,794.00
AV Application of Tile Adhesive AU 2.00 3,050.00 6,100.00
AW Laying of CHB AL, AI , AF 3.00 62,957.98 188,873.94
AX Plastering of CHB AAU,AAX, AAR 3.00 13,044.11 39,132.34

SECOND FLOOR
AY Fabrication of Reinforce bars(Column, Slab, Beam) - Second Floor AW 7.00 10,107.37 70,751.60
AZ Installation of Reinforce bars(Column) - Second Floor AY,AAC 2.00 3,955.00 7,910.00
AAA Installation of Reinforce bars(Beam) - Second Floor AY,AAF 3.00 4,495.00 13,485.00
AAB Installation of Reinforce bars(Slab) - Second Floor AY,AAI 1.00 5,015.00 5,015.00
AAC Fabrication of Column Forms - Second Floor AW 1.00 72,238.48 72238.48
AAD Erection of Column Forms - Second Floor AAC , AZ 2.00 6,135.00 12270.00
AAE Stripping of Column Forms - Second Floor AAM 1.00 6,135.00 6135.00
AAF Fabrication of Beam Forms - Second Floor AW 2.00 99,844.86 199689.72
AAG Erection of Beam Forms - Second Floor AAF , AAA 1.00 282,144.72 282144.72
AAH Strpping of Beam Forms - Second Floor AAO 2.00 6,135.00 12270.00
AAI Fabrication of slab Forms - Second Floor AW 2.00 59,649.09 119298.18
AAJ Erection of Slab Forms - Second Floor AAI , AAB 4.00 6,135.00 24540.00
AAK Stripping of Slab Forms - Second Floor AAQ 3.00 6,135.00 18405.00
AAL Pouring of Column - Second Floor AAD 1.00 28,103.50 28,103.50
AAM Curing of Column - Second Floor AAL 14.00 -
AAN Pouring of Beams - Second Floor AAG 1.00 33,564.50 33,564.50
AAO Curing of Beam - Second Floor AAN 14.00 -
AAP Pouring of Slab - Second Floor AAJ 1.00 61,913.75 61,913.75
AAQ Curing of Slab - Second Floor AAP 14.00 -
AAR Installation of Conduits - Second Floor AAE , AAH , AAK 4.00 14,546.25 58,185.00
AAS Installation of Tile - Second Floor S 10.00 8,448.80 84,488.00
AAT Application of Tile Adhesive - Second Floor AAS , AAV 2.00 3,050.00 6,100.00
AAU Laying of CHB - Second Floor AAE , AAH , AAK 3.00 62,957.98 188,873.94
AAV Plastering of CHB - Second Floor AAU,AAX, AAR 3.00 13,044.11 39,132.34

FINISHING WORKS
AAW Installation of Fixtures AAZ , AAAA , AAY , AT 2.00 98,506.12 197,012.24
AAX Installation of Conduits - Finishing Work AAI,AAJ 2.00 26,197.50 52,395.00
AAY Installation of Switches AAX 1.00 2,875.36 2,875.36
AAZ Installation of Lighting Fixtures & Acc. AAX 1.00 7,280.00 7,280.00
AAAA Installation of Outlets AAX 1.00 7,535.00 7,535.00
AAAB Installation of Panel Board/Junction Box AAI,AAJ 1.00 5,146.00 5,146.00
AAAC Truss Fabrication AAU,AAX, AAR 1.00 64,649.40 64,649.40
AAAD Truss Installation AAAC,AAAV 2.00 1,080.00 2,160.00
AAAE Frame Installation AAAE 5.00 6,075.00 30,375.00
AAAF Installation of G.I. Sheets AAAD, AAAE 2.00 1,600.00 3,200.00
AAAG Primer Coating AAZ , AAAA , AAY 1.00 15,075.00 15,075.00
AAAH Top Coating AAAG 3.00 5,570.00 16,710.00
AAAI Installation of Doors AAAF 3.00 30,437.00 91,311.00
AAAJ Installation of Windows AAAF 5.00 38,916.80 194,584.00
AAAK Intallation of Airconditioner AAAH 1.00 144,240.00 144,240.00
AAAL Intallation of Water Heater AAAH 1.00 12,560.00 12,560.00

301.00 4,252,299.97