SK BUILDING

Part A. EARTHWORKS
Structure Excavation
Thickness (m) length (m) width (m) Quantity volume (m3)
F1 1 0.8 0.8 6 3.84
total volume: 3.84

Gravel Fill
Thickness (m) length (m) width (m) Quantity volume (m3)
Slab 1 0.1 7.475 6.5 1 4.86
wall footing 0.1 29.15 0.2 1 0.58
F1 0.1 0.8 0.8 6 0.38
total volume: 5.83

PART B. PLAIN AND REINFORCED CONCRETE WORKS

Structural Concrete
Thickness (m) length (m) width (m) Quantity volume (m3)
Slab 1 0.1 7.475 6.5 1 4.86
F1 0.25 0.8 0.8 6 0.96
C1 1.05 0.3 0.3 6 0.57
total volume: 6.39 m3
Total no. of cement bags: 57.47 bags
Total volume of sand: 3.19 m3
Total Volume of Gravel: 6.39 m3
Reinforcing Steel, Grade 40

Diameter Number of pcs length (m) unit weight kgs

Slab 1
rebars along x 10mm 13 6.5 0.617 52.14
rebars along y 10mm 11 7.475 0.617 50.73
F1
rebars along x 12mm 30 0.8 0.89 21.36
rebars along y 12mm 30 0.8 0.89 21.36
C1
VERTICAL 12mm 36 1.05 0.89 33.64
Strirrups 10mm 1.06 0.617 #VALUE!
C2
VERTICAL 20mm 24 9 2.458 530.93
Strirrups 10mm 252 1.58 0.617 245.66
1G1-1
rebars along x 16mm 7 29.25 1.578 323.10
Strirrups 10mm 289.33333333 0.91 0.617 162.45
rebars along y 16mm 4 19.5 1.578 123.08
Strirrups 10mm 125.33333333 0.91 0.617 70.37
rebars along y CR 16mm 4 13.5 1.578 85.21
Strirrups 10mm 32 0.91 0.617 17.97
1G1-2 16mm 2 15 1.578 47.34
Strirrups 10mm 102.66666667 1.01 0.617 63.98
2G-1
X 16mm 7 38.25 1.578 422.51
Strirrups 10mm 303.33333333 0.91 0.617 170.31
Y 16mm 4 25.5 1.578 160.96
Strirrups 10mm 133.33333333 0.91 0.617 74.86
CR 16mm 2 17 1.578 53.65
Strirrups 10mm 53.333333333 0.91 0.617 29.95
2G-2 20mm 2 48 2.458 235.97
Strirrups 10mm 102.66666667 1.21 0.617 76.65
2B-1
X 16mm 4 31.5 1.578 198.83
Strirrups 10mm 173.33333333 0.91 0.617 97.32
Y 16mm 2 21 1.578 66.28
Strirrups 10mm 66.666666667 0.91 0.617 37.43
2B-2
X 16mm 1 9.1 1.578 14.36
Strirrups 10mm 12.666666667 0.91 0.617 7.11
y 16mm 2 14 1.578 44.18
Strirrups 10mm 34.666666667 0.91 0.617 19.46
2CB1 16mm 2 9.66 1.578 30.49
Strirrups 10mm 39.333333333 1.01 0.617 24.51
2S1
1 10mm 1 54 0.617 33.32
2 10mm 1 78 0.617 48.13
2S2
1 10mm 3 48 0.617 88.85
2 10mm 2 30 0.617 37.02
2S3
1 10mm 4 204 0.617 503.47
2 10mm 1 144 0.617 88.85
RG-1
rebars along x 16mm 7 29.25 1.578 323.10
Strirrups 10mm 289.33333333 0.91 0.617 162.45
rebars along Y 16mm 4 28.25 1.578 178.31
Strirrups 10mm 125.33333333 0.91 0.617 70.37
rebars along y CR 16mm 2 13 1.578 41.03
Strirrups 10mm 32 0.91 0.617 17.97
RG-2 16mm 2 37.5 1.578 118.35
Strirrups 10mm 39.333333333 1.01 0.617 24.51

RB-1 0.35 13.5 0.25 1 1.18

 total weight #VALUE!

Formworks and Falseworks

Thickness (m) length (m) Area (m2)
Slab 0.1 43.2 4.32
Footing 0.25 35.2 8.8
Concrete Column 4.3 9.6 41.28
RG1 43.2 9.6 414.72
total area: 469.12 m2
3 Uses 156.37
PART C. FINISHING

CHB Non-Load Bearing

150mm thk. length (m) height (m) area (m2) doors (m2) Windows net area (m2)
Wall Footing
wall footing(1) 34.3 0.4 13.72 13.72
Total 13.72
Exterior Walls
100m thk.
Power House 40 3.45 138 138.00
Total Area: 138.00
area of one chb: 0.08
total number of CHB: 1,725.00
total bags of cement: 48.00
total volume of sand: 6.30

Finishing Hardware

No. of Doors 75

Alumninum Framed Glass Door (Swing Type)

Sched length (m) height (m) area (m2) Quantity total area (m2)
D1 1.6 2.1 3.36 5 16.8
D2 0.9 2.1 1.89 4 7.56
D6 1.3 2.1 2.73 2 5.46
total area: 29.82

Alumninum Glass Window (Awning Type)

Sched length (m) height (m) area (m2) Quantity total area (m2)
W1 1.4 1.25 1.75 40 70
W2 0.7 1.25 0.875 4 3.5
W3 1 1.25 1.25 6 7.5
W4 1.3 0.65 0.845 4 3.38
W5 0.6 0.65 0.39 22 8.58
total area: 92.96

Alumninum Glass Window (Sliding Type)

Sched length (m) height (m) area (m2) Quantity total area (m2)
W9 2.4 0.9 2.16 2 4.32

Alumninum Glass Window (Fixed Type)

Sched length (m) height (m) area (m2) Quantity total area (m2)
W6 2.75 1 2.75 2 5.5
W11 0.3 2.1 0.63 14 8.82
W12 3.69 2.5 9.225 2 18.45
total area: 32.77
Jalousie Windows, Glass
N/A
Frames (Jambs, Still, Head, Transoms and Mullions)

sets
doors and windows 171

Door, Flush

Sched length (m) height (m) area (m2) Quantity total area (m2)
D8 0.6 2.1 1.26 8 10.08
D10 0.6 2.1 1.26 21 26.46
D11 0.7 2.1 1.47 3 4.41
total area: 40.95
Door, Wood Panel

Sched length (m) height (m) area (m2) Quantity total area (m2)
D3 0.9 2.1 1.89 6 11.34
D4 0.9 2.1 1.89 14 26.46
D5 0.9 2.1 1.89 2 3.78
D7 1.6 2.1 3.36 2 6.72
D9 1 2.1 2.1 2 4.2
D12 1.6 2.1 3.36 2 6.72
D13 1 2.1 2.1 4 8.4
total area: 67.62

Patient Bed Station

Female ward Male ward
number of beds 20 20
total number 40 sets

Cement Plaster Finish

length (m) height (m) area (m2) doors (m2) Windows net area (m2)
Interior
Common walls
Toilet
(Male/Female Ward) 178 3.2 569.6 31.2 538.40
Doctor Station Toilet 23.2 3.2 74.24 2.52 71.72
Nurse Station Toilet 51.6 3.2 165.12 7.98 157.14
Reception Area Toilet 39 3.2 124.8 6.09 118.71
Exterior
Common Walls
Toilet
(Male/Female Ward) 52 3.2 166.4 8.06 158.34
Nurse Station Toilet 10.8 3.2 34.56 1.56 33.00
Reception Area Toilet 9.6 3.2 30.72 1.56 29.16
Total Area: 1,106.47

Ceiling (4.5mm Fiber Cement Board on Metal Frame)

length (m) width (m) area (m2)

Male Ward 51.65 9.5 490.675
Female Ward 51.65 9.5 490.675
Doctor Station 9.1 11.6 105.56
Reception Area 9.1 8.95 81.445
Total Area: 1168.355
Wall (6mm , Metal Frame, Fiber Cement Board)

Male Ward
Elevation length (m) height (m) area (m2) windows (m2) doors (m2) net area (m2)
right 38.65 3.2 123.68 22.32 3.36 98.00
Left 50.65 4.2 212.73 21.25 3.78 187.70
Front 9.45 4.02 37.989 37.99
Rear 7.5 4.02 30.15 2.1 28.05
Interior Wall Male
Ward
Patient Bed Partition 40 2.4 96 96.00
Doffing 14 3.2 44.8 7.56 37.24
Donning 21.7 3.2 69.44 7.56 61.88
Nurse Station 15.85 3.2 50.72 2.75 7.14 40.83
Total Area 587.69

Female Ward
Elevation length (m) height (m) area (m2) windows (m2) doors (m2) net area (m2)
Left 38.65 3.2 123.68 22.32 3.36 98
Right 50.65 4.2 212.73 21.25 3.78 187.7
Front 9.45 4.02 37.989 37.989
Rear 7.5 4.02 30.15 2.1 28.05
Interior Wall
Female Ward
Patient Bed Partition 42.5 2.6 110.5 110.50
Doffing 14 3.2 44.8 7.56 37.24
Donning 21.7 3.2 69.44 7.56 61.88
Nurse Station 15.85 3.2 50.72 2.75 7.14 40.83
Total Area 602.19

Reception Area
Elevation length (m) height (m) area (m2) windows (m2) doors (m2) net area (m2)
Front 9.1 4.02 36.58 6.72 29.862
Rear 9.1 3.2 29.12 18.4 3.36 25.76
Total Area 55.622

Doctor Station
Elevation length (m) height (m) area (m2) windows (m2) doors (m2) net area (m2)
Front 9.1 4.02 36.58 3.36 33.222
Rear 6.2 3.2 19.84 3.36 16.48
Interior Wall Doctor
Station 32.6 3.2 104.32 7.56 96.76
Total Area 146.462

total area (in and out): 1,391.96

Area of 1 ficem board: 2.97
Number of Cement Boards: 467.98
≈
Cabinets
Width(m) Length(m) Height(m) Quantity Area
Male Ward 0.4 2 1.2 20 147.2
Nurse Station 0.4 1.2 3.2 1 11.2
Donning/Doffing 0.4 1.2 3.2 2 22.4
Donning 0.4 0.8 3.2 4 33.28
Female Ward 0.4 2 1.2 20 147.2
Donning/Doffing 0.4 1.2 3.2 2 22.4
Donning 0.4 0.8 3.2 4 33.28
Nurse Station 0.4 1.2 3.2 1 11.2
Doctor Station 0.4 2 1.2 2 14.72
Nurse Station 0.4 3.3 3.2 2 52.64
Total Area 58 495.52

Glazed, Tiles and Trims

length (m) height(m) area (m2) Doors (m2) Windows (m2) Net Area (m2)
Female Toilet (1) 64 3.2 204.8 4.2 4.03 196.57
Female Toilet (2) 19.8 3.2 63.36 3.99 0.78 58.59
Female Toilet (3) 5.8 3.2 18.56 1.26 17.3
PWD Toilet 10.2 3.2 32.64 2.1 0.78 29.76
Male Toilet (1) 64 3.2 204.8 4.2 4.03 196.57
Male Toilet (2) 19.8 3.2 63.36 3.99 0.78 58.59
Male Toilet (3) 5.8 3.2 18.56 1.26 17.3
Toilet 18 3.2 57.6 3.99 0.78 52.83
Total Area: 627.51

length Width area (m2) Area of CR Net Area

Male Ward 7.5 51.65 387.375 40.6 346.775
Female Ward 7.5 51.65 387.375 40.6 346.775
Doctor/Nurse Station 9.1 9.7 88.27 4.21 84.07
Reception Area 9.1 7.95 72.345 12.96 59.385
Total Area 837

TOTAL AREA 1464.51

Unglazed Tiles
length (m) width(m) area (m2)
Female Toilet (1) 13 2.5 32.5
Female Toilet (2) 3 2.7 8.1
Female Toilet (3) 1.45 1.45 2.1025
PWD Toilet 2.4 2.7 6.48
Male Toilet (1) 13 2.5 32.5
Male Toilet (2) 3 2.7 8.1
Male Toilet (3) 1.45 1.45 2.1025
Toilet 2.4 2.7 6.48
total area: 98.365
Reflective Insulation (Greenwall EIFS - Exterior Insulation Finishing System for Exterior Wall)

Male Ward
Elevation length (m) height (m) area (m2) windows (m2) doors (m2) net area (m2)
right 38.65 3.2 123.68 22.32 3.36 98.00
Left 50.65 4.2 212.73 21.25 3.78 187.70
Front 9.45 4.02 37.989 37.99
Rear 7.5 4.02 30.15 2.1 28.05
Total Area 351.74

Female Ward
Elevation length (m) height (m) area (m2) windows (m2) doors (m2) net area (m2)
Left 38.65 3.2 123.68 22.32 3.36 98
Right 50.65 4.2 212.73 21.25 3.78 187.7
Front 9.45 4.02 37.989 37.989
Rear 7.5 4.02 30.15 2.1 28.05
Total Area 351.739

Reception Area
Elevation length (m) height (m) area (m2) windows (m2) doors (m2) net area (m2)
Front 9.1 4.02 36.58 6.72 29.862
Rear 9.1 3.2 29.12 18.4 3.36 25.76
Total Area 55.622

Doctor Station
Elevation length (m) height (m) area (m2) windows (m2) doors (m2) net area (m2)
Front 9.1 4.02 36.58 3.36 33.222
Rear 6.2 3.2 19.84 3.36 16.48
Total Area 49.702
Total Area: 808.80

Painting Works (Masonry/Concrete)

(Cement Plaster Finish) length (m) height (m) area (m2) doors (m2) Windows net area (m2)
Interior walls
Common Toilet
178 3.2 569.6 31.2 538.40
(Male/Female Ward)
Doctor Station Toilet 23.2 3.2 74.24 2.52 71.72
Nurse Station Toilet 51.6 3.2 165.12 7.98 157.14
Reception Area Toilet 39 3.2 124.8 6.09 118.71
Exterior Walls
Common Toilet
(Male/Female Ward) 52 3.2 166.4 8.06 158.34
Nurse Station Toilet 10.8 3.2 34.56 1.56 33.00
Reception Area Toilet 9.6 3.2 30.72 1.56 29.16
Total Area: 1,106.47
(Fiber Cement Wall)
Male Ward
Elevation length (m) height (m) area (m2) windows (m2) doors (m2) net area (m2)
Interior Wall Male
Ward
Patient Bed Partition 85 2.4 204 204.00
Doffing 28 3.2 89.6 7.56 82.04
Donning 43.4 3.2 138.88 7.56 131.32
Nurse Station 31.7 3.2 101.44 2.75 7.14 91.55
Total Area 508.91

Female Ward
Elevation length (m) height (m) area (m2) windows (m2) doors (m2) net area (m2)
Interior Wall
Female Ward
Patient Bed Partition 85 2.6 221 221.00
Doffing 28 3.2 89.6 7.56 82.04
Donning 43.4 3.2 138.88 7.56 131.32
Nurse Station 31.7 3.2 101.44 2.75 7.14 91.55
Total Area 525.91
 Doctor Station
Elevation length (m) height (m) area (m2) windows (m2) doors (m2) net area (m2)
Interior Wall Doctor
Station 65.2 3.2 208.64 7.56 201.08
Total Area 201.08

Ceiling length (m) width (m) area (m2) windows (m2) doors (m2) net area (m2)
Male Ward 51.65 9.35 482.9275 0 0 482.9275
Female Ward 51.65 9.35 482.9275 0 0 482.9275
Doctor Station 9.1 11.60 105.56 0 0 105.56
Reception Area 9.1 8.95 81.445 0 0 81.445
Total Area: 1152.86

Hardiflex Wall
Male Ward
Elevation length (m) height (m) area (m2) windows (m2) doors (m2) net area (m2)
right 38.65 3.2 123.68 22.32 3.36 98.00
Left 50.65 4.2 212.73 21.25 3.78 187.70
Front 9.45 4.02 37.989 37.99
Rear 7.5 4.02 30.15 2.1 28.05
Total Area 351.74

Female Ward
Elevation length (m) height (m) area (m2) windows (m2) doors (m2) net area (m2)
Left 38.65 3.2 123.68 22.32 3.36 98
Right 50.65 4.2 212.73 21.25 3.78 187.7
Front 9.45 4.02 37.989 37.989
Rear 7.5 4.02 30.15 2.1 28.05
Total Area 351.739

Reception Area
Elevation length (m) height (m) area (m2) windows (m2) doors (m2) net area (m2)
Front 9.1 4.02 36.58 6.72 29.862
Rear 9.1 3.2 29.12 18.4 3.36 25.76
Total Area 55.622

Doctor Station
Elevation length (m) height (m) area (m2) windows (m2) doors (m2) net area (m2)
Front 9.1 4.02 36.58 3.36 33.222
Rear 6.2 3.2 19.84 3.36 16.48
Total Area 49.702

Column length (m) height (m) area (m2) windows (m2) doors (m2) net area (m2)
90 Columns 1 3.7 333 333.0

Total Area: 4,637.03

Painting Works (Wood)

CABINETS Width(m) Length(m) Height(m) Quantity Area

Male Ward 0.4 1.9 1.2 20 147.2
Nurse Station 0.4 1.2 3.2 1 11.2
Donning/Doffing 0.4 1.2 3.2 2 22.4
Donning 0.4 0.8 3.2 4 33.28
Female Ward 0.4 1.9 1.2 20 147.2
Donning/Doffing 0.4 1.2 3.2 2 22.4
Donning 0.4 0.8 3.2 4 33.28
Nurse Station 0.4 1.2 3.2 1 11.2
Doctor Station 0.4 1.9 1.2 2 14.72
Nurse Station 0.4 3.3 3.2 2 52.64
Total Area 58 495.52

Painting Works (Steel)

Angle Bar (2L - 2"x2"x1/4"
B to B) Top & Bottom PCS LENGTH TOTAL LENGTH Sectional
Total Area
Chord Area mm2/m
G1 8 101.6 812.8 0.0059 4.80
G2 4 108.8 435.2 0.0059 2.57
G3 48 15 720 0.0059 4.25
G4 12 18.5 222 0.0059 1.31
G5 4 19.2 76.8 0.0059 0.45
G6 4 15.9 63.6 0.0059 0.38
Total 13.75
Angle Bar (2L - 1 1/2"x1 Sectional Area
1/2"x3/16" B to B) Web PCS LENGTH TOTAL LENGTH Total Area
mm2/m
Members
G7 1172 1 1172 0.0039 4.57
68 1172 1.42 1664.24 0.0039 6.49
Total 11.06
ROOF TRUSS
G.I. Tubular 6" X 2 " x PCS LENGTH TOTAL LENGTH Perimeter Area (m2)
2mm
T1 40 9.35 374 0.5 187.00
T2 40 7.35 294 0.5 147.00
T3 2 11.6 23.2 0.5 11.60
T4 2 9.6 19.2 0.5 9.60
T5 2 9.95 19.9 0.5 9.95
T6 2 7.95 15.9 0.5 7.95
T7 6 5.35 32.1 0.5 16.05
T8 6 4.35 26.1 0.5 13.05
T9 2 8.95 17.9 0.5 8.95
T10 2 7.95 15.9 0.5 7.95
T11 40 12.76 510.4 0.5 255.20
T12 2 17.04 34.08 0.5 17.04
T13 2 13.81 27.62 0.5 13.81
T14 6 5.99 35.94 0.5 17.97
T15 2 13.86 27.72 0.5 13.86
TOTAL LENGTH 1473.96 736.98

Structural Steel Purlins

No. of Purlins
Width(m) Length(m)
(pcs) Total Length Perimeter Area
Female Ward 9.5 14 48.55 679.7 0.175 118.95
Male Ward 9.5 14 48.55 679.7 0.175 118.95
Doctor Station 12 17 9.1 154.7 0.175 27.07
Reception Area 6.1 8 26.1 208.8 0.175 36.54
Reception Area 2.85 5 9.1 45.5 0.175 7.96
Total 1768.4 309.47

Total Area 1,071.26

Prepainted Metal Sheets (Corrugated, Long Span, 0.427mm thk)
Width(m) Length(m) Area
Female Ward 9.5 48.55 461.225
Male Ward 9.5 48.55 461.225
Doctor Station 12 9.1 109.2
Reception Area 6.1 26.1 159.21
Reception Area 2.85 9.1 25.935
Total Area 1,216.79

Fabricated Metal Roofing Accessory (Gutters, Gauge 24)

Length(m)
Female Ward 48.55
Male Ward 48.55
Doctor Station 9.1
Reception Area 26.1
Total 132.3

Fabricated Metal Roofing Accessory (Flashing, Gauge 26)

Length(m)
Female Ward 115.3
Male Ward 115.3
Doctor Station 42.2
Reception Area 70.1
Total 342.9

Structural Steel Purlins

No. of Purlins
Width(m) Length(m)
(pcs) Total Length Unit Weight Total Weight
Female Ward 9.5 14 48.45 678.3 2.24 1519.39
Male Ward 9.5 14 48.45 678.3 2.24 1519.39
Doctor Station 12 17 9.1 154.7 2.24 346.53
Reception Area 6.1 8 26.1 208.8 2.24 467.71
Reception Area 2.85 5 9.1 45.5 2.24 101.92
Total 1765.6 3,954.94

Metal Structure Accessories

Roof Girt/Roof
Beam
Angle Bar (2L - 2"x2"x1/4"
PCS LENGTH TOTAL LENGTH Unit Weight Total Weight
B to B) Top & Bottom
Chord 2.24
G1 8 101.6 812.8 4.47 3633.216
G2 4 108.8 435.2 4.47 1945.344
G3 48 15 720 4.47 3218.4
G4 12 18.5 222 4.47 992.34
G5 4 19.2 76.8 4.47 343.296
G6 4 15.9 63.6 4.47 284.292
Total 2330.4 10,416.89
Angle Bar (2L - 1 1/2"x1
1/2"x3/16" B to B) Web PCS LENGTH TOTAL LENGTH Unit Weight Total Weight
Members
G7 1172 1 1172 2.56 3000.32
68 1172 1.42 1664.24 2.56 4260.4544
Total 7,260.77
 ROOF TRUSS
G.I. Tubular 6" X 2 " x PCS LENGTH TOTAL LENGTH
2mm
T1 40 9.35 374 m
T2 40 7.35 294 m
T3 2 11.6 23.2 m
T4 2 9.6 19.2 m
T5 2 9.95 19.9 m
T6 2 7.95 15.9 m
T7 6 5.35 32.1 m
T8 6 4.35 26.1 m
T9 2 8.95 17.9 m
T10 2 7.95 15.9 m
T11 40 12.76 510.4 m
T12 2 17.04 34.08 m
T13 2 13.81 27.62 m
T14 6 5.99 35.94 m
T15 2 13.86 27.72 m
TOTAL LENGTH 1473.96 m
NO. OF TUBULAR (6m LENGTH) 245.7 PCS
5% Waste 257.9
258 PCS

Metal Structure Accessories (Sagrods)

PCS LENGTH TOTAL LENGTH UNIT WEIGHT TOTAL WEIGHT
10mm dia. Plain round bar (kgs)
Sagrods 584 0.69 402.96 0.617 248.63

Metal Structure Accessories (Cross Brace)

12mm dia. Plain round bar PCS LENGTH TOTAL LENGTH UNIT WEIGHT TOTAL WEIGHT
cross bracing (kgs)
CB1 152 4.43 673.36 0.89 599.29
CB2 4 5.13 20.52 0.89 18.26
CB3 12 5.62 67.44 0.89 60.02
CB4 8 5.71 45.68 0.89 40.66
CB5 4 4.73 18.92 0.89 16.84
Total 735.07

Metal Structures Accessories (Steel Plates)

250mm x 250mm x 10mm PCS Length Width Thickness Unit Weight Total Weight
A36 BASE PLATE 52 0.25 0.25 0.01 7850 255.125
 SK BUILDING

Part A. EARTHWORKS
Structure Excavation
Thickness (m) length (m) width (m) Quantity volume (m3)
F1 1.2 2 2 5 24.00
F2 1.2 2.7 2.7 3 26.24
F3 1.2 2 4 2 19.20
1G1-1 0.35 47.5 0.25 1 4.16
1G1-2 0.4 12 0.25 1 1.20
total volume: 74.80

Gravel Fill
Thickness (m) length (m) width (m) Quantity volume (m3)
Slab 1 0.1 13.5 6 1 8.10
Slab 2 0.1 4.5 2 1 0.90
wall footing 0.1 59.5 0.25 1 1.49
F1 0.1 2 2 5 2.00
F2 0.1 2.7 2.7 3 2.19
F3 0.1 2 4 2 1.60
total volume: 16.27

PART B. PLAIN AND REINFORCED CONCRETE WORKS

Structural Concrete
Thickness (m) length (m) width (m) Quantity volume (m3)
Slab 1 0.1 13.5 6 1 8.10
Slab 2 0.1 4.5 2 1 0.90
F1 0.25 2 2 5 5.00
F2 0.3 2.7 2.7 3 6.56
F3 0.3 2 4 2 4.80
C1 0.35 0.35 8.6 9 9.48
C2 0.4 0.4 8.6 3 4.13
1G1-1 0.35 47.5 0.25 1 4.16
1G1-2 0.4 12 0.25 1 1.20
2G-1 0.35 47.5 0.25 1 4.16
2G-2 0.45 12 0.3 1 1.62
2B-1 0.35 16.5 0.25 1 1.44
2B-2 0.3 5.3 0.2 1 0.32
2CB1 0.4 2.76 0.25 1 0.28
2S1
1 0.11 3 1.5 1 0.50
2 0.11 1.38 4.5 1 0.68
2S2
1 0.11 2 4.5 1 0.99
2 0.11 3 1.3 1 0.43
2S3
1 0.11 3 12.2 1 4.03
2 0.11 3 13.5 1 14.17
RG-1 0.35 47.5 0.25 1 4.75
RG-2 0.4 12 0.25 1 1.05
RB-1 0.35 13.5 0.25 1 1.18
total volume: 79.92 m3
Total no. of cement bags: 719.28 bags
Total volume of sand: 39.96 m3
Total Volume of Gravel: 79.92 m3
Reinforcing Steel, Grade 40

Diameter Number of pcs length (m) unit weight kgs

Slab 1
rebars along x 10mm 34 6 0.617 125.87
rebars along y 10mm 16 13.5 0.617 133.27
Slab 2
rebars along x 10mm 12 2 0.617 14.81
rebars along y 10mm 5 4.5 0.617 13.88
F1 16mm 20 2.05 1.578 64.70
F2 16mm 28 0.75 1.578 33.14
F3
rebars along x 16mm 40 4.05 1.578 255.64
rebars along y 16mm 40 2.05 1.578 129.40
C1
VERTICAL 16mm 72 9.28 1.578 1,054.36
Strirrups 10mm 630 1.28 0.617 497.55
C2
VERTICAL 20mm 24 9.44 2.458 556.88
Strirrups 10mm 219 1.58 0.617 213.49
1G1-1
rebars along x 16mm 2 87.59 1.578 276.43
Strirrups 10mm 252 1.08 0.617 167.92
rebars along y 16mm 12 6.89 1.578 130.47
Strirrups 10mm 104 1.08 0.617 69.30
rebars along y CR 16mm 4 13.5 1.578 85.21
Strirrups 10mm 32 0.91 0.617 17.97
1G1-2 16mm 2 15 1.578 47.34
Strirrups 10mm 102.66666667 1.01 0.617 63.98
2G-1
X 16mm 7 38.25 1.578 422.51
Strirrups 10mm 303.33333333 0.91 0.617 170.31
Y 16mm 4 25.5 1.578 160.96
Strirrups 10mm 133.33333333 0.91 0.617 74.86
CR 16mm 2 17 1.578 53.65
Strirrups 10mm 53.333333333 0.91 0.617 29.95
2G-2 20mm 2 48 2.458 235.97
Strirrups 10mm 102.66666667 1.21 0.617 76.65
2B-1
X 16mm 4 31.5 1.578 198.83
Strirrups 10mm 173.33333333 0.91 0.617 97.32
Y 16mm 2 21 1.578 66.28
Strirrups 10mm 66.666666667 0.91 0.617 37.43
2B-2
X 16mm 1 9.1 1.578 14.36
Strirrups 10mm 12.666666667 0.91 0.617 7.11
y 16mm 2 14 1.578 44.18
Strirrups 10mm 34.666666667 0.91 0.617 19.46
2CB1 16mm 2 9.66 1.578 30.49
Strirrups 10mm 39.333333333 1.01 0.617 24.51
2S1
1 10mm 1 54 0.617 33.32
2 10mm 1 78 0.617 48.13
2S2
1 10mm 3 48 0.617 88.85
2 10mm 2 30 0.617 37.02
2S3
1 10mm 4 204 0.617 503.47
2 10mm 1 144 0.617 88.85
RG-1
rebars along x 16mm 7 29.25 1.578 323.10
Strirrups 10mm 289.33333333 0.91 0.617 162.45
rebars along Y 16mm 4 28.25 1.578 178.31
Strirrups 10mm 125.33333333 0.91 0.617 70.37
rebars along y CR 16mm 2 13 1.578 41.03
Strirrups 10mm 32 0.91 0.617 17.97
RG-2 16mm 2 37.5 1.578 118.35
Strirrups 10mm 39.333333333 1.01 0.617 24.51
 RB-1 0.35 13.5 0.25 1 1.18

total weight 7,453.34

Formworks and Falseworks

Thickness (m) length (m) Area (m2)
Slab 0.1 43.2 4.32
Footing 0.25 35.2 8.8
Concrete Column 4.3 9.6 41.28
RG1 43.2 9.6 414.72
total area: 469.12 m2
3 Uses 156.37
PART C. FINISHING

CHB Non-Load Bearing

150mm thk. length (m) height (m) area (m2) doors (m2) Windows net area (m2)
Wall Footing
wall footing(1) 34.3 0.4 13.72 13.72
Total 13.72
Exterior Walls
100m thk.
Power House 40 3.45 138 138.00
Total Area: 138.00
area of one chb: 0.08
total number of CHB: 1,725.00
total bags of cement: 48.00
total volume of sand: 6.30

Finishing Hardware

No. of Doors 75

Alumninum Framed Glass Door (Swing Type)

Sched length (m) height (m) area (m2) Quantity total area (m2)
D1 1.6 2.1 3.36 5 16.8
D2 0.9 2.1 1.89 4 7.56
D6 1.3 2.1 2.73 2 5.46
total area: 29.82

Alumninum Glass Window (Awning Type)

Sched length (m) height (m) area (m2) Quantity total area (m2)
W1 1.4 1.25 1.75 40 70
W2 0.7 1.25 0.875 4 3.5
W3 1 1.25 1.25 6 7.5
W4 1.3 0.65 0.845 4 3.38
W5 0.6 0.65 0.39 22 8.58
total area: 92.96

Alumninum Glass Window (Sliding Type)

Sched length (m) height (m) area (m2) Quantity total area (m2)
W9 2.4 0.9 2.16 2 4.32

Alumninum Glass Window (Fixed Type)

Sched length (m) height (m) area (m2) Quantity total area (m2)
W6 2.75 1 2.75 2 5.5
W11 0.3 2.1 0.63 14 8.82
W12 3.69 2.5 9.225 2 18.45
total area: 32.77
Jalousie Windows, Glass
N/A
Frames (Jambs, Still, Head, Transoms and Mullions)

sets
doors and windows 171

Door, Flush

Sched length (m) height (m) area (m2) Quantity total area (m2)
D8 0.6 2.1 1.26 8 10.08
D10 0.6 2.1 1.26 21 26.46
D11 0.7 2.1 1.47 3 4.41
total area: 40.95
Door, Wood Panel

Sched length (m) height (m) area (m2) Quantity total area (m2)
D3 0.9 2.1 1.89 6 11.34
D4 0.9 2.1 1.89 14 26.46
D5 0.9 2.1 1.89 2 3.78
D7 1.6 2.1 3.36 2 6.72
D9 1 2.1 2.1 2 4.2
D12 1.6 2.1 3.36 2 6.72
D13 1 2.1 2.1 4 8.4
total area: 67.62

Patient Bed Station

Female ward Male ward
number of beds 20 20
total number 40 sets

Cement Plaster Finish

length (m) height (m) area (m2) doors (m2) Windows net area (m2)
Interior
Common walls
Toilet
(Male/Female Ward) 178 3.2 569.6 31.2 538.40
Doctor Station Toilet 23.2 3.2 74.24 2.52 71.72
Nurse Station Toilet 51.6 3.2 165.12 7.98 157.14
Reception Area Toilet 39 3.2 124.8 6.09 118.71
Exterior
Common Walls
Toilet
(Male/Female Ward) 52 3.2 166.4 8.06 158.34
Nurse Station Toilet 10.8 3.2 34.56 1.56 33.00
Reception Area Toilet 9.6 3.2 30.72 1.56 29.16
Total Area: 1,106.47

Ceiling (4.5mm Fiber Cement Board on Metal Frame)

length (m) width (m) area (m2)

Male Ward 51.65 9.5 490.675
Female Ward 51.65 9.5 490.675
Doctor Station 9.1 11.6 105.56
Reception Area 9.1 8.95 81.445
Total Area: 1168.355
Wall (6mm , Metal Frame, Fiber Cement Board)

Male Ward
Elevation length (m) height (m) area (m2) windows (m2) doors (m2) net area (m2)
right 38.65 3.2 123.68 22.32 3.36 98.00
Left 50.65 4.2 212.73 21.25 3.78 187.70
Front 9.45 4.02 37.989 37.99
Rear 7.5 4.02 30.15 2.1 28.05
Interior Wall Male
Ward
Patient Bed Partition 40 2.4 96 96.00
Doffing 14 3.2 44.8 7.56 37.24
Donning 21.7 3.2 69.44 7.56 61.88
Nurse Station 15.85 3.2 50.72 2.75 7.14 40.83
Total Area 587.69

Female Ward
Elevation length (m) height (m) area (m2) windows (m2) doors (m2) net area (m2)
Left 38.65 3.2 123.68 22.32 3.36 98
Right 50.65 4.2 212.73 21.25 3.78 187.7
Front 9.45 4.02 37.989 37.989
Rear 7.5 4.02 30.15 2.1 28.05
Interior Wall
Female Ward
Patient Bed Partition 42.5 2.6 110.5 110.50
Doffing 14 3.2 44.8 7.56 37.24
Donning 21.7 3.2 69.44 7.56 61.88
Nurse Station 15.85 3.2 50.72 2.75 7.14 40.83
Total Area 602.19

Reception Area
Elevation length (m) height (m) area (m2) windows (m2) doors (m2) net area (m2)
Front 9.1 4.02 36.58 6.72 29.862
Rear 9.1 3.2 29.12 18.4 3.36 25.76
Total Area 55.622

Doctor Station
Elevation length (m) height (m) area (m2) windows (m2) doors (m2) net area (m2)
Front 9.1 4.02 36.58 3.36 33.222
Rear 6.2 3.2 19.84 3.36 16.48
Interior Wall Doctor
Station 32.6 3.2 104.32 7.56 96.76
Total Area 146.462

total area (in and out): 1,391.96

Area of 1 ficem board: 2.97
Number of Cement Boards: 467.98
≈
Cabinets
Width(m) Length(m) Height(m) Quantity Area
Male Ward 0.4 2 1.2 20 147.2
Nurse Station 0.4 1.2 3.2 1 11.2
Donning/Doffing 0.4 1.2 3.2 2 22.4
Donning 0.4 0.8 3.2 4 33.28
Female Ward 0.4 2 1.2 20 147.2
Donning/Doffing 0.4 1.2 3.2 2 22.4
Donning 0.4 0.8 3.2 4 33.28
Nurse Station 0.4 1.2 3.2 1 11.2
Doctor Station 0.4 2 1.2 2 14.72
Nurse Station 0.4 3.3 3.2 2 52.64
Total Area 58 495.52

Glazed, Tiles and Trims

length (m) height(m) area (m2) Doors (m2) Windows (m2) Net Area (m2)
Female Toilet (1) 64 3.2 204.8 4.2 4.03 196.57
Female Toilet (2) 19.8 3.2 63.36 3.99 0.78 58.59
Female Toilet (3) 5.8 3.2 18.56 1.26 17.3
PWD Toilet 10.2 3.2 32.64 2.1 0.78 29.76
Male Toilet (1) 64 3.2 204.8 4.2 4.03 196.57
Male Toilet (2) 19.8 3.2 63.36 3.99 0.78 58.59
Male Toilet (3) 5.8 3.2 18.56 1.26 17.3
Toilet 18 3.2 57.6 3.99 0.78 52.83
Total Area: 627.51

length Width area (m2) Area of CR Net Area

Male Ward 7.5 51.65 387.375 40.6 346.775
Female Ward 7.5 51.65 387.375 40.6 346.775
Doctor/Nurse Station 9.1 9.7 88.27 4.21 84.07
Reception Area 9.1 7.95 72.345 12.96 59.385
Total Area 837

TOTAL AREA 1464.51

Unglazed Tiles
length (m) width(m) area (m2)
Female Toilet (1) 13 2.5 32.5
Female Toilet (2) 3 2.7 8.1
Female Toilet (3) 1.45 1.45 2.1025
PWD Toilet 2.4 2.7 6.48
Male Toilet (1) 13 2.5 32.5
Male Toilet (2) 3 2.7 8.1
Male Toilet (3) 1.45 1.45 2.1025
Toilet 2.4 2.7 6.48
total area: 98.365
Reflective Insulation (Greenwall EIFS - Exterior Insulation Finishing System for Exterior Wall)

Male Ward
Elevation length (m) height (m) area (m2) windows (m2) doors (m2) net area (m2)
right 38.65 3.2 123.68 22.32 3.36 98.00
Left 50.65 4.2 212.73 21.25 3.78 187.70
Front 9.45 4.02 37.989 37.99
Rear 7.5 4.02 30.15 2.1 28.05
Total Area 351.74

Female Ward
Elevation length (m) height (m) area (m2) windows (m2) doors (m2) net area (m2)
Left 38.65 3.2 123.68 22.32 3.36 98
Right 50.65 4.2 212.73 21.25 3.78 187.7
Front 9.45 4.02 37.989 37.989
Rear 7.5 4.02 30.15 2.1 28.05
Total Area 351.739

Reception Area
Elevation length (m) height (m) area (m2) windows (m2) doors (m2) net area (m2)
Front 9.1 4.02 36.58 6.72 29.862
Rear 9.1 3.2 29.12 18.4 3.36 25.76
Total Area 55.622

Doctor Station
Elevation length (m) height (m) area (m2) windows (m2) doors (m2) net area (m2)
Front 9.1 4.02 36.58 3.36 33.222
Rear 6.2 3.2 19.84 3.36 16.48
Total Area 49.702
Total Area: 808.80

Painting Works (Masonry/Concrete)

(Cement Plaster Finish) length (m) height (m) area (m2) doors (m2) Windows net area (m2)
Interior walls
Common Toilet
178 3.2 569.6 31.2 538.40
(Male/Female Ward)
Doctor Station Toilet 23.2 3.2 74.24 2.52 71.72
Nurse Station Toilet 51.6 3.2 165.12 7.98 157.14
Reception Area Toilet 39 3.2 124.8 6.09 118.71
Exterior Walls
Common Toilet
(Male/Female Ward) 52 3.2 166.4 8.06 158.34
Nurse Station Toilet 10.8 3.2 34.56 1.56 33.00
Reception Area Toilet 9.6 3.2 30.72 1.56 29.16
Total Area: 1,106.47
(Fiber Cement Wall)
Male Ward
Elevation length (m) height (m) area (m2) windows (m2) doors (m2) net area (m2)
Interior Wall Male
Ward
Patient Bed Partition 85 2.4 204 204.00
Doffing 28 3.2 89.6 7.56 82.04
Donning 43.4 3.2 138.88 7.56 131.32
Nurse Station 31.7 3.2 101.44 2.75 7.14 91.55
Total Area 508.91

Female Ward
Elevation length (m) height (m) area (m2) windows (m2) doors (m2) net area (m2)
Interior Wall
Female Ward
Patient Bed Partition 85 2.6 221 221.00
Doffing 28 3.2 89.6 7.56 82.04
Donning 43.4 3.2 138.88 7.56 131.32
Nurse Station 31.7 3.2 101.44 2.75 7.14 91.55
Total Area 525.91
 Doctor Station
Elevation length (m) height (m) area (m2) windows (m2) doors (m2) net area (m2)
Interior Wall Doctor
Station 65.2 3.2 208.64 7.56 201.08
Total Area 201.08

Ceiling length (m) width (m) area (m2) windows (m2) doors (m2) net area (m2)
Male Ward 51.65 9.35 482.9275 0 0 482.9275
Female Ward 51.65 9.35 482.9275 0 0 482.9275
Doctor Station 9.1 11.60 105.56 0 0 105.56
Reception Area 9.1 8.95 81.445 0 0 81.445
Total Area: 1152.86

Hardiflex Wall
Male Ward
Elevation length (m) height (m) area (m2) windows (m2) doors (m2) net area (m2)
right 38.65 3.2 123.68 22.32 3.36 98.00
Left 50.65 4.2 212.73 21.25 3.78 187.70
Front 9.45 4.02 37.989 37.99
Rear 7.5 4.02 30.15 2.1 28.05
Total Area 351.74

Female Ward
Elevation length (m) height (m) area (m2) windows (m2) doors (m2) net area (m2)
Left 38.65 3.2 123.68 22.32 3.36 98
Right 50.65 4.2 212.73 21.25 3.78 187.7
Front 9.45 4.02 37.989 37.989
Rear 7.5 4.02 30.15 2.1 28.05
Total Area 351.739

Reception Area
Elevation length (m) height (m) area (m2) windows (m2) doors (m2) net area (m2)
Front 9.1 4.02 36.58 6.72 29.862
Rear 9.1 3.2 29.12 18.4 3.36 25.76
Total Area 55.622

Doctor Station
Elevation length (m) height (m) area (m2) windows (m2) doors (m2) net area (m2)
Front 9.1 4.02 36.58 3.36 33.222
Rear 6.2 3.2 19.84 3.36 16.48
Total Area 49.702

Column length (m) height (m) area (m2) windows (m2) doors (m2) net area (m2)
90 Columns 1 3.7 333 333.0

Total Area: 4,637.03

Painting Works (Wood)

CABINETS Width(m) Length(m) Height(m) Quantity Area

Male Ward 0.4 1.9 1.2 20 147.2
Nurse Station 0.4 1.2 3.2 1 11.2
Donning/Doffing 0.4 1.2 3.2 2 22.4
Donning 0.4 0.8 3.2 4 33.28
Female Ward 0.4 1.9 1.2 20 147.2
Donning/Doffing 0.4 1.2 3.2 2 22.4
Donning 0.4 0.8 3.2 4 33.28
Nurse Station 0.4 1.2 3.2 1 11.2
Doctor Station 0.4 1.9 1.2 2 14.72
Nurse Station 0.4 3.3 3.2 2 52.64
Total Area 58 495.52

Painting Works (Steel)

Angle Bar (2L - 2"x2"x1/4"
B to B) Top & Bottom PCS LENGTH TOTAL LENGTH Sectional
Total Area
Chord Area mm2/m
G1 8 101.6 812.8 0.0059 4.80
G2 4 108.8 435.2 0.0059 2.57
G3 48 15 720 0.0059 4.25
G4 12 18.5 222 0.0059 1.31
G5 4 19.2 76.8 0.0059 0.45
G6 4 15.9 63.6 0.0059 0.38
Total 13.75
Angle Bar (2L - 1 1/2"x1 Sectional Area
1/2"x3/16" B to B) Web PCS LENGTH TOTAL LENGTH Total Area
mm2/m
Members
G7 1172 1 1172 0.0039 4.57
68 1172 1.42 1664.24 0.0039 6.49
Total 11.06
ROOF TRUSS
G.I. Tubular 6" X 2 " x PCS LENGTH TOTAL LENGTH Perimeter Area (m2)
2mm
T1 40 9.35 374 0.5 187.00
T2 40 7.35 294 0.5 147.00
T3 2 11.6 23.2 0.5 11.60
T4 2 9.6 19.2 0.5 9.60
T5 2 9.95 19.9 0.5 9.95
T6 2 7.95 15.9 0.5 7.95
T7 6 5.35 32.1 0.5 16.05
T8 6 4.35 26.1 0.5 13.05
T9 2 8.95 17.9 0.5 8.95
T10 2 7.95 15.9 0.5 7.95
T11 40 12.76 510.4 0.5 255.20
T12 2 17.04 34.08 0.5 17.04
T13 2 13.81 27.62 0.5 13.81
T14 6 5.99 35.94 0.5 17.97
T15 2 13.86 27.72 0.5 13.86
TOTAL LENGTH 1473.96 736.98

Structural Steel Purlins

No. of Purlins
Width(m) Length(m)
(pcs) Total Length Perimeter Area
Female Ward 9.5 14 48.55 679.7 0.175 118.95
Male Ward 9.5 14 48.55 679.7 0.175 118.95
Doctor Station 12 17 9.1 154.7 0.175 27.07
Reception Area 6.1 8 26.1 208.8 0.175 36.54
Reception Area 2.85 5 9.1 45.5 0.175 7.96
Total 1768.4 309.47

Total Area 1,071.26

Prepainted Metal Sheets (Corrugated, Long Span, 0.427mm thk)
Width(m) Length(m) Area
Female Ward 9.5 48.55 461.225
Male Ward 9.5 48.55 461.225
Doctor Station 12 9.1 109.2
Reception Area 6.1 26.1 159.21
Reception Area 2.85 9.1 25.935
Total Area 1,216.79

Fabricated Metal Roofing Accessory (Gutters, Gauge 24)

Length(m)
Female Ward 48.55
Male Ward 48.55
Doctor Station 9.1
Reception Area 26.1
Total 132.3

Fabricated Metal Roofing Accessory (Flashing, Gauge 26)

Length(m)
Female Ward 115.3
Male Ward 115.3
Doctor Station 42.2
Reception Area 70.1
Total 342.9

Structural Steel Purlins

No. of Purlins
Width(m) Length(m)
(pcs) Total Length Unit Weight Total Weight
Female Ward 9.5 14 48.45 678.3 2.24 1519.39
Male Ward 9.5 14 48.45 678.3 2.24 1519.39
Doctor Station 12 17 9.1 154.7 2.24 346.53
Reception Area 6.1 8 26.1 208.8 2.24 467.71
Reception Area 2.85 5 9.1 45.5 2.24 101.92
Total 1765.6 3,954.94

Metal Structure Accessories

Roof Girt/Roof
Beam
Angle Bar (2L - 2"x2"x1/4"
PCS LENGTH TOTAL LENGTH Unit Weight Total Weight
B to B) Top & Bottom
Chord 2.24
G1 8 101.6 812.8 4.47 3633.216
G2 4 108.8 435.2 4.47 1945.344
G3 48 15 720 4.47 3218.4
G4 12 18.5 222 4.47 992.34
G5 4 19.2 76.8 4.47 343.296
G6 4 15.9 63.6 4.47 284.292
Total 2330.4 10,416.89
Angle Bar (2L - 1 1/2"x1
1/2"x3/16" B to B) Web PCS LENGTH TOTAL LENGTH Unit Weight Total Weight
Members
G7 1172 1 1172 2.56 3000.32
68 1172 1.42 1664.24 2.56 4260.4544
Total 7,260.77
 ROOF TRUSS
G.I. Tubular 6" X 2 " x PCS LENGTH TOTAL LENGTH
2mm
T1 40 9.35 374 m
T2 40 7.35 294 m
T3 2 11.6 23.2 m
T4 2 9.6 19.2 m
T5 2 9.95 19.9 m
T6 2 7.95 15.9 m
T7 6 5.35 32.1 m
T8 6 4.35 26.1 m
T9 2 8.95 17.9 m
T10 2 7.95 15.9 m
T11 40 12.76 510.4 m
T12 2 17.04 34.08 m
T13 2 13.81 27.62 m
T14 6 5.99 35.94 m
T15 2 13.86 27.72 m
TOTAL LENGTH 1473.96 m
NO. OF TUBULAR (6m LENGTH) 245.7 PCS
5% Waste 257.9
258 PCS

Metal Structure Accessories (Sagrods)

PCS LENGTH TOTAL LENGTH UNIT WEIGHT TOTAL WEIGHT
10mm dia. Plain round bar (kgs)
Sagrods 584 0.69 402.96 0.617 248.63

Metal Structure Accessories (Cross Brace)

12mm dia. Plain round bar PCS LENGTH TOTAL LENGTH UNIT WEIGHT TOTAL WEIGHT
cross bracing (kgs)
CB1 152 4.43 673.36 0.89 599.29
CB2 4 5.13 20.52 0.89 18.26
CB3 12 5.62 67.44 0.89 60.02
CB4 8 5.71 45.68 0.89 40.66
CB5 4 4.73 18.92 0.89 16.84
Total 735.07

Metal Structures Accessories (Steel Plates)

250mm x 250mm x 10mm PCS Length Width Thickness Unit Weight Total Weight
A36 BASE PLATE 52 0.25 0.25 0.01 7850 255.125
TOTAL QUANTITY

Structure Excavation

Total Volume = #REF! cu.m.

Gravel Fill

Total Volume = Err:509 cu.m.

Structural Concrete

Total Volume = #REF! cu.m.

Reinforcing Steel, Grade 40

Total Weight = #REF! kgs.

Formworks and Falseworks

Total Area = #REF! sq.m.

PART C. FINISHING

CHB Non-Load Bearing

Total Area = #REF! sq.m.

Finishing Hardware

No. of Doors 89

Alumninum Framed Glass Door (Swing Type)

Total Area = #REF! sq.m.

Alumninum Glass Window (Awning Type)

Total Area = #REF! sq.m.

Alumninum Glass Window (Sliding Type)

Total Area = #REF! sq.m.

Alumninum Glass Window (Fixed Type)

Total Area = 32.77 sq.m.

Jalousie Windows, Glass

n/a

Frames (Jambs, Still, Head, Transoms and Mullions)

Total Sets = #REF! sets

Door, Flush

Total Area = #REF! sq.m.

Door, Wood Panel

Total Area = #REF! sq.m.

Cement Plaster Finish

Total Area = #REF! sq.m.

Ceiling (4.5mm Fiber Cement Board on

Metal Frame)

Total Area = #REF! sq.m.

Wall (6mm , Metal Frame, Fiber Cement

Board)
Total Area = #REF! sq.m.

Cabinets

Total Area = #REF! sq.m.

Glazed, Tiles and Trims

Total Area = #REF! sq.m.

Unglazed Tiles

Total Area = #REF! sq.m.

Reflective Insulation (Greenwall EIFS - Exterior Insulation Finishing

System for Exterior Wall)

Total Area = 808.80 sq.m.

Painting Works (Masonry/Concrete)

Total Area = #REF! sq.m.

Painting Works (Wood)

Total Area = #REF! sq.m.

Painting Works (Steel)

Total Area = #REF! sq.m.

Prepainted Metal Sheets (Corrugated, Long Span, 0.427mm thk)

Total Area = #REF! sq.m.

Fabricated Metal Roofing Accessory (Gutters, Gauge 24)

Total Length = #REF! l.m.

Fabricated Metal Roofing Accessory (Flashing, Gauge 26)

Total Length = #REF! l.m.

Structural Steel Purlins

Total Weight = #REF! kg.m.

Metal Structure Accessories

TOTAL LENGTH = Err:509 m

NO. OF TUBULAR (6m LENGTH) = Err:509 PCS
5% Waste = 430.0
430 PCS

PART D. PLUMBING/SANITARY

Sewer Line Works

Septic Vault

Plumbing Fixtures

Cold Water Lines

PART E. ELECTRICAL

Conduits, Boxes & Fittings (Conduit wires/ Conduit

Rough-in)
Wires and Wiring Devices

Panel Board with Main and Branch Breakers

Pole Mounted Transformer (OISC)

Current Transformer

Lighting Fixtures and Lamps

Auxillary System

CCTV System

PART F. MECHANICAL WORKS

Exhaust Fan

Airconditioning (Package/Split type)

FOOTING (STRUCTURAL CONCRETE)
PCS VOLUME TOTAL
F1 5 1 5 cu.m
F2 3 2.187 6.561 cu.m
F3 2 2.4 4.8 cu.m
TOTAL 16.361

FOOTING (STRUCTURE EXCAVATION)

PCS VOLUME TOTAL
F1 5 4.8 24 cu.m
F2 3 8.748 26.244 cu.m
F3 2 9.6 19.2 cu.m
TOTAL 69.444

WALL FOOTING (STRUCTURAL CONCRETE)

PCS VOLUME TOTAL
WF 1 1.085 1.085 cu.m
WF 1 1.080625 1.081 cu.m
WF 2 0.46375 0.927 cu.m
WF 1 0.49 0.490 cu.m
WF 1 0.4921875 0.492 cu.m
WF 2 0.144375 0.289 cu.m
TOTAL 3.093

WALL FOOTING (STRUCTURAL CONCRETE)

PCS VOLUME TOTAL
WF 1 1.085 1.085 cu.m
WF 1 1.080625 1.080625 cu.m
WF 2 0.46375 0.9275 cu.m
WF 1 0.56 0.56 cu.m
WF 1 0.5625 0.5625 cu.m
WF 2 0.144375 0.28875 cu.m
TOTAL 4.504375

FOOTING (REINFORCING STEEL)

PCS KG LENGTH
F1 16mm 20 1.578 2
F2 16mm 28 1.578 2.7
F3 16mm 40 1.578 4
F3 16mm 40 1.578 2
TOTAL
4962.8
EMBANKMENT FROM STRUCTURE EXCAVATION EMBANKMENT FROM BORROW

TOTAL 53.083 FLOOR AREA 108 cu.m

SLAB

1st Floor 10.8

CR 0.9

49.875

WALL FOOTING
TOTAL PCS KG LENGTH
63.12 G1-C 16mm 35 1.578 4.5
119.2968 G1-M 16mm 12 1.578 4.5
252.48 G1-C 16mm 21 1.578 3
126.24 G1-C 16mm 14 1.578 6
G1-C 16mm 14 1.578 2
252.48 G1-M 16mm 6 1.578 3
126.24 TOTAL
813.6168
STIRRUPS
PCS KG LENGTH
G1-C 10mm 273 0.617 0.93
10mm 116 0.617 0.93
10mm 108 0.617 1.03
 10mm 46 0.617 0.93

SLAB
PCS KG LENGTH
H 10mm 34 0.617 13.5
V 10mm 15 0.617 6
H 10mm 5 0.617 2
V 10mm 5 0.617 2

FOOTING
PCS KG LENGTH
C1
VERT 16mm 72 1.578 10
TIE 10mm 648 0.617 1.24
RE 10mm 81 0.617 1.24
C2
VERT 20mm 24 2.458 10
TIE 10mm 648 0.617 1.24
RE 10mm 81 0.617 1.24

BEAM
PCS KG LENGTH
2G1
HOR 16mm 42 1.578 4.15
L/4 16mm 648 0.617 1.24
RE 10mm 81 0.617 1.24
C2
VERT 20mm 24 2.458 10
TIE 10mm 648 0.617 1.24
RE 10mm 81 0.617 1.24
 GRAVEL BED

SLAB 9.9
CR 0.9
FOOTING 5.787
WF 1.49
TOTAL 18.077

TOTAL
248.535
85.212
99.414
132.552
44.184
28.404
638.301

TOTAL
156.6501
66.56196
68.63508
26.39526
318.2424

TOTAL
283.203
55.53
6.17
6.17
351.073

TOTAL

1136.16
495.7718
61.97148

589.92
495.7718
61.97148
2841.567

TOTAL

275.0454
495.7718
61.97148

589.92
495.7718
61.97148
1980.452