Quantities-Farin

8/18/2019 Quantities-Farin

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COLUMN FOOTINGS

GRID COL FTG N

DIMENSION EXCAVATION

t L S DEPTH vol

A/1-15 F3 11.00 0.35 1.60 1.60 2.00 56.32

F4 4.00 0.50 2.50 2.50 2.20 55.00

B/1-15 F5 1.00 0.30 1.40 1.40 2.00 3.92

F6 3.00 0.30 1.20 1.20 2.00 8.64

F7 3.00 0.30 1.20 1.20 2.00 8.64

C/1-15 F2 15.00 0.50 3.00 3.00 2.20 297.00

F4 1.00 0.50 2.50 2.50 2.20 13.75

D/1-15 F4 1.00 0.50 2.50 2.50 2.20 13.75F5 1.00 0.30 1.40 1.40 2.00 3.92

E/1-15 F5 1.00 0.30 1.40 1.40 2.00 3.92

F/1-15 F5 1.00 0.30 1.40 1.40 2.00 3.92

G/1-15 F4 1.00 0.50 2.50 2.50 2.20 13.75

F5 1.00 0.30 1.40 1.40 2.00 3.92

H/1-15 F5 2.00 0.30 1.40 1.40 2.00 7.84

I/1-15 F1 14.00 0.50 2.90 2.90 2.20 259.03

60.00 753.32

COLUMNS

GRID COL N H

DIMENSION FORMS

A B P A

A/1-15 C2 5.00 6.30 0.40 0.40 1.60 50.40

B/1-15 C4 3.00 9.10 0.20 0.40 1.20 32.76

C3 1.00 6.30 0.25 0.50 1.50 9.45


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C/1-15 C1 15.00 2.30 0.65 0.45 2.20 75.90

C2 16.00 9.10 0.40 0.40 1.60 232.96

D/1-15 C2 1.00 9.10 0.40 0.40 1.60 14.56

C3 1.00 9.10 0.25 0.50 1.50 13.65

E/1-15 C3 1.00 9.10 0.25 0.50 1.50 13.65

F/1-15 C3 1.00 9.10 0.25 0.50 1.50 13.65

G/1-15 C2 1.00 9.10 0.40 0.40 1.60 14.56

H/1-15 C3 2.00 7.10 0.25 0.50 1.50 21.30

I/1-15 C1 14.00 2.30 0.65 0.45 2.20 70.84

C5 14.00 7.10 0.15 0.40 1.10 109.34

75.00 673.02


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GRAVEL BED ALONG L

d vol

Lb 6.00 7.50 .00

0.10 2.82 9.86 8.00 1.60 22.00

0.10 2.50 12.50 12.00 2.50 16.00

0.10 0.20 0.59 7.00 1.40 2.00

0.10 0.43 1.30 6.00 1.20 5.00

0.10 0.43 1.30 6.00 1.20 5.00

0.10 13.50 67.50 11.00 3.00 42.00

- 8.00 3.00 30.00

0.10 0.63 3.13 12.00 2.50 4.00

0.10 0.63 3.13 12.00 2.50 4.000.10 0.20 0.59 7.00 1.40 2.00

-

0.10 0.20 0.59 7.00 1.40 2.00

0.10 0.20 0.59 7.00 1.40 2.00

0.10 0.63 3.13 12.00 2.50 4.00

0.10 0.20 0.59 7.00 1.40 2.00

0.10 0.39 1.18 7.00 1.40 4.00

0.10 11.77 58.87 10.00 2.90 35.00

7.00 2.90 25.00

34.70 164.85 178.00 28.00

R

TIES

LEVEL

Lb

N

ORDER

A B C D 6

5.04 FND-GB 1.40 0.96 - - 205.00 81.00

-

2.18 FND-RB 1.00 0.56 195.00 52.00

0.79 FND-2F 1.30 0.73 65.00 25.00

CONCRETE

!"#.$.%

N&'

CONCRETE

!"#.$.%


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10.09 FND-B 2.00 1.00 1.60 285.00 214.00

23.30 FND-RB 1.40 0.96 0.42 1!040.00 520.00

1.46 FND-RB 1.40 0.96 0.42 65.00 33.00

1.14 FND-2F 1.30 0.73 65.00 25.00

1.14 FND-2F 1.30 0.73 65.00 25.00

1.14 FND-2F 1.30 0.73 65.00 25.00

1.46 FND-RB 1.40 0.96 0.42 65.00 33.00

1.78 FND-2F 1.30 0.73 130.00 49.00

9.42 FND-B 2.00 1.00 1.60 266.00 200.00

5.96 FND-GB 0.90 910.00 152.00

64.88 1,434.00


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RSB

ALONG S

Lb (0.50 6 7.5 (0.5

8.00 1.60 22.00

12.00 2.50 16.00

7.00 1.40 2.00

6.00 1.20 5.00

6.00 1.20 5.00

11.00 3.00 42.00

8.00 3.00 30.00

12.00 2.50 4.00

12.00 2.50 4.007.00 1.40 2.00

7.00 1.40 2.00

7.00 1.40 2.00

12.00 2.50 4.00

7.00 1.40 2.00

7.00 1.40 4.00

10.00 2.90 35.00

7.00 2.90 25.00

178.00 28.00

B

MAIN BARS

N Lb

ORDER

6 7.5 (0.5 ()

4.00 7.00 20.00

4.00 7.00 20.00

-

6.00 9.65 18.00

8.00 7.00 4.00

N&'


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12.00 3.00 90.00

8.00 9.65 128.00

-

8.00 9.65 8.00

8.00 9.65 6.00

8.00 9.65 6.00

8.00 9.65 6.00

8.00 9.65 6.00

8.00 7.50 8.00

12.00 3.00 84.00

6.00 7.50 56.00

174.00 108.00 E 178.00 -

- -


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GRID LENGTH " #$ % T&E

E'CA(ATION CONCRETE

DETH )#* + )#*

AT GROUND FLOOR

,A 13.02 0.20 FTB 1.05 2.73 0.40 1.04

13.02 0.20 GB 0.40 1.04

,B 7.70 0.40 ,F 0.85 2.62 0.20 0.62

,B 3.70 0.40 ,F 0.85 1.26 0.20 0.30,C 3.00 0.40 ,F 0.85 1.02 0.20 0.24

,D 1.60 0.40 ,F 0.85 0.54 0.20 0.13

,E 2.50 0.40 ,F 0.85 0.85 0.20 0.20

,F 8.25 0.20 FTB 1.05 1.73 0.40 0.66

,F 2.00 0.40 ,F 0.85 0.68 0.20 0.16

,F 1.80 0.40 ,F 0.85 0.61 0.20 0.14

,G 8.30 0.20 FTB 1.05 1.74 0.40 0.66

8.30 0.20 GB 1.05 1.74 0.40 0.66

,1 23.90 0.20 FTB 1.05 5.02 0.40 1.9123.90 0.20 GB 0.40 1.91

,1 1.85 0.40 ,F 0.85 0.63 0.20 0.15

,2 3.85 0.20 FTB 1.05 0.81 0.40 0.31

,2-6 14.30 0.40 ,F 0.85 4.86 0.20 1.14

,4-5 3.70 0.40 ,F 0.85 1.26 0.20 0.30

,4 2.80 0.40 ,F 0.85 0.95 0.20 0.22

,5 3.85 0.40 ,F 0.85 1.31 0.20 0.31

,7-9 3.70 0.40 ,F 0.85 1.26 0.20 0.30

,7 3.85 0.20 FTB 1.05 0.81 0.40 0.31

,10/A-B 7.50 0.20 FTB 1.05 1.58 0.40 0.60

7.50 0.20 GB 0.40 0.60

FALSE COL 2.50 0.40 ,F 0.85 0.85 0.20 0.20

FALSE COL 2.50 0.40 ,F 0.85 0.85 0.20 0.20

35.71 14.31

9.71


E'CA(ATION CONCRETE

DETH )#* + )#*

O/E-F 4.00 - -

1/A-B 2.55 - -

1/B-D 10.90 - -

1/D-E 2.60 - -

1/E-F 4.00 - -

1/F-G 4.00 - -

1/D-D 1.80 - -

2/F-G 3.85 - -

3/A-B 2.85 - -


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3/B-B 2.40 - -

3-6/A-D 15.00 - -

4/D-E 1.60 - -

7/F-G 3.85 - -

10/A-C 7.50 - -

A/1-10 13.65

,(1 9.25,(2 2.40

,(2 2.00

,(3 4.00

E/0-4 5.30

F/1-7 8.85

G/1-7 8.85


E'CA(ATION CONCRETE

DETH )#* + )#*

0/A-G 23.90

10/A-G 23.90

A/1-10 13.75

G/1-10 13.75


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FORMS CHB T&

A HT GROSS OENING AREA 4

- - 4.50 58.59 8.70 49.89

0.80 10.42 4.50 - - -

- - 4.50 34.65 1.68 32.97

- - 4.50 16.65 3.57 13.08- - 2.20 6.60 - 6.60 83.00

- - 4.50 7.20 1.47 5.73 72.00

- - 4.50 11.25 - 11.25

- - 4.50 37.13 11.25 25.88

- - 4.50 9.00 1.47 7.53 95.00

- - 4.50 8.10 1.89 6.21 78.00

- - 4.50 37.35 1.89 35.46

0.80 6.64 4.50 37.35 1.89 35.46

- - 4.50 107.55 34.97 72.580.80 19.12 4.50 - - -

- - 4.50 8.33 - 8.33 105.00

- - 4.50 17.33 8.55 8.78 110.00

- - 4.50 64.35 10.29 54.06

- - 2.20 8.14 - 8.14

- - 4.50 12.60 - 12.60 158.00

- - 4.50 17.33 1.68 15.65 196.00

- - 4.50 16.65 - 16.65

- - 5.50 21.18 - 21.18

- - 4.50 33.75 - 33.75

0.80 6.00 4.50 - - -

- - 5.50 13.75 - 13.75

- - 5.50 13.75 1.00 12.75

42.18 897.00

AT SECOND FLOOR

FORMS CHB T&


3.10 12.40 - 12.40

3.10 7.91 5.81 2.09

3.10 33.79 27.84 5.95

3.10 8.06 0.36 7.70

- - - -

3.10 12.40 9.43 2.98

3.10 5.58 - 5.58 70.00

3.10 11.94 - 11.94 -

3.10 8.84 - 8.84 111.00


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3.10 7.44 - 7.44 93.00

3.10 46.50 7.44 39.06 -

3.10 4.96 - 4.96 -

3.10 11.94 - 11.94 -

3.10 23.25 - 23.25 -

3.10 42.32 8.70 33.62 421.00

3.10 28.68 3.78 24.90 -3.10 7.44 - 7.44 93.00

3.10 6.20 - 6.20 -

3.10 12.40 - 12.40 155.00

3.10 16.43 1.68 14.75 -

3.10 27.44 9.43 18.01 -

3.10 27.44 14.94 12.50 -

943.00

ARAET

FORMS CHB T&


1.20 28.68 - 28.68

1.20 28.68 - 28.68

1.20 16.50 - 16.50

1.20 16.50 - 16.50

1!840.00

148.00

1!924.00


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CS. LASTER

6 INTERIOR E'TERIOR

624.00 3.75 40.12 5.00 56.40

-

413.00 3.75 27.20 3.75 27.20

164.00 3.75 10.31 3.75 10.313.75 11.25 3.75 11.25

3.75 4.53 3.75 4.53

141.00 3.75 9.38 3.75 9.38

324.00 3.75 19.69 3.75 19.69

3.75 6.03 3.75 6.03

3.75 4.86 3.75 4.86

444.00 3.75 29.24 5.00 39.61

908.00 3.75 54.65 5.00 84.53-

3.75 6.94 3.75 6.94

3.75 5.89 3.75 5.89

676.00 3.75 43.34 3.75 43.34

102.00 3.75 13.88 3.75 13.88

3.75 10.50 3.75 10.50

3.75 12.76 3.75 12.76

209.00 3.75 13.88 3.75 13.88

265.00 3.75 14.44 3.75 14.44

422.00 3.75 28.13 5.00 37.50

-

172.00 3.75 9.38 3.75 9.38

160.00 3.75 8.38 3.75 8.38

5!024.00 384.72 450.62 835.34 1!437.00

CS. LASTER

6 INTERIOR E'TERIOR

155.00 3.10 12.40 3.60 14.40

27.00 3.10 2.09 3.60 3.37

75.00 3.10 5.95 3.60 11.40

97.00 3.10 7.70 3.60 9.00

- 3.10 12.40 3.60 14.40

38.00 3.10 2.98 3.60 4.98

- 3.10 5.58 3.10 5.58

150.00 3.10 11.94 3.10 11.94

- 3.10 8.84 3.10 8.84


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- 3.10 7.44 3.10 7.44

489.00 3.10 39.06 3.10 39.06

62.00 3.10 4.96 3.10 4.96

150.00 3.10 11.94 3.10 11.94

291.00 3.10 23.25 3.60 27.00

- 3.10 33.62 3.60 40.44

312.00 3.10 24.90 3.10 24.903.10 7.44 3.10 7.44

78.00 3.10 6.20 3.10 6.20

3.10 12.40 3.10 12.40

185.00 3.10 14.75 3.10 14.75

226.00 3.10 18.01 3.10 18.01

157.00 3.10 12.50 3.60 16.93

2!492.00 286.32 315.34 601.66

CS. LASTER

6 INTERIOR E'TERIOR

359.00 1.20 28.68 1.20 28.68

359.00 1.20 28.68 1.20 28.68

207.00 1.20 16.50 1.20 16.50

207.00 1.20 16.50 1.20 16.50

1!132.00 90.36 90.36 180.72

8!648.00 1!617.72

692.00

8!996.00


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GRID LENGTH ID B D CONCRETE FORMS

0/A-G 24.00 D,1 0.15 0.50 1.80 27.60

1/A-B 2.55 FB1 0.25 0.50 0.32 3.19

1/B-D 10.90 FB1B 0.25 0.60 1.64 15.81

1/D-E 2.60 FB1 0.25 0.50 0.33 3.25

1/E-F 4.00 FB1A 0.25 0.50 0.50 5.001/F-G 4.00 FB1 0.25 0.50 0.50 5.00

2/A-C 11.00 FB2 0.25 0.50 1.38 13.75

2/E-F 4.00 FB2 0.25 0.50 0.50 5.00

2/F-G 3.85 FB2 0.25 0.50 0.48 4.81

2-3/D-E 1.80 FB2 0.25 0.50 0.23 2.25

3-4/C-D 3.10 FB2 0.25 0.50 0.39 3.88

4-5/B-C 4.20 FB1A 0.25 0.60 0.63 6.09

5-6/B-B 3.80 FB1A 0.25 0.60 0.57 5.51

6/A-B 2.50 FB2 0.25 0.60 0.38 3.63

5/F-G 3.85 FB2 0.25 0.50 0.48 4.816/E-F 3.90 FB2 0.25 0.50 0.49 4.88

7/B/C 5.50 FB3 0.15 0.60 0.50 7.43

8/A-B 3.65 FB2 0.25 0.50 0.46 4.56

9/B-B 3.85 FB2 0.25 0.50 0.48 4.81

6-9/B-E 8.80 FB2 0.25 0.50 1.10 11.00

7-9/B-F 13.25 FB3 0.15 0.60 1.19 17.89

7/F-G 3.85 FB2 0.25 0.50 0.48 4.81

10/A-B 7.50 FB1 0.25 0.50 0.94 9.38

10/C-E 6.90 FB4 0.30 1.00 2.07 15.87

A/0-1 0.60 CB1 0.20 0.50 0.06 0.72

A/1-2 2.50 FB1 0.20 0.50 0.25 3.00

A/2-5 3.50 FB1 0.20 0.50 0.35 4.20

A/5-8 3.30 FB1A 0.25 0.60 0.50 4.79

A/8-10 3.73 FB1 0.20 0.50 0.37 4.47

B/0-1 0.60 CB1 0.20 0.50 0.06 0.72

B/1-2 2.50 FB2 0.25 0.50 0.31 3.13

B/2-5 3.50 FB2 0.25 0.50 0.44 4.38

B/6-10 6.35 G1A 0.25 0.60 0.95 9.21

B/1-5 6.00 G1A 0.25 0.60 0.90 8.70

B-B/5-9 3.85 FB2A 0.25 0.60 0.58 5.58

B/9-10 3.00 FB2A 0.25 0.60 0.45 4.35

C/0-1 0.60 CB1 0.20 0.50 0.06 0.72

C/1-4 4.70 FB2 0.25 0.60 0.71 6.82

C-D/7-9 2.00 CB2 0.25 0.50 0.25 2.50

D/0-1 0.60 CB1 0.20 0.50 0.06 0.72

D-D/1-3 3.15 FB2 0.25 0.50 0.39 3.94

D-E/3-6 4.00 FB2 0.25 0.50 0.50 5.00

E/0-1 0.60 CB1 0.20 0.50 0.06 0.72


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E/6-8 2.00 CB2 0.25 0.50 0.25 2.50

E/1-2 2.50 FB2 0.25 0.50 0.31 3.13

E/2-6 4.20 FB2 0.25 0.50 0.53 5.25

F/0-1 0.60 CB1 0.20 0.50 0.06 0.72

F/1-2 2.50 FB2 0.25 0.50 0.31 3.13

F/2-7 5.75 G1A 0.25 0.60 0.86 8.34

G/0-1 0.60 CB1 0.20 0.50 0.06 0.72G/1-2 2.50 FB1 0.20 0.50 0.25 3.00

G/2-7 5.75 G1A 0.25 0.60 0.86 8.34

FLRBMS 28.55 298.95

GRD40 2!140.97

GRD33 713.66

FTB 9.71

GRD40 631.15

GRD33 194.20

RBEAMS 22.84

GRD40 1!484.41GRD33 456.74

SLAB 1!057.50

STAIRS

GR40 483.00

GR33 532.80

SOG 1!423.16

RSB GR40 GR33

FTGS 1!385.00

COL 5!032.77 4!518.35

BEAMS 4!256.52 1!364.60

SLABS 1!057.50

SOG 1!423.20

STAIRS 483.00 532.80

R, 648.00

MISC. 385.00 914.76

11!542.29 10!459.21

CONCRETE 4!000.00 3!000.00

FTGS 67.20

,FTGS 5.00

SOG 30.78

SLAB 21.15

COLS 33.50

BEAMS 61.09

R, 14.40

STAIR 10.00


15/27

MISC 10.00

207.34 45.78


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CHB T& CS. LA

HT GROSS OENING AREA 4 6 INTERIOR


17/27

4!256.52

1!364.60


18/27


19/27

TER

E'TERIOR


20/27


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NO.

DESCRITION ,1LASTER/AINTED

LOCATION LE(EL RM ID HT A

1 $$ FRNT GRD 0.80 20.40 16.32

SCND - 20.40 -

ROOFE 1.20 24.00 28.80

ROOFI 1.20 24.00 28.80CANO& 0.80 18.40 14.72

RIGHT GRD 4.80 8.60 24.55

SCND 4.80 8.60 24.55

ROOFE 1.20 13.60 16.32

ROOFI 1.20 13.60 16.32

LEFT GRD 4.80 10.00 48.00

SCND 4.80 10.00 48.00

ROOFE 1.20 13.60 16.32

ROOFI 1.20 13.60 16.32

REAR GRD 4.80 24.22 67.26SCND 4.80 25.20 76.76

CANO& 0.70 16.50 11.55

ROOFE 1.20 24.00 28.80

ROOFI 1.20 24.00 28.80

INTERIORS LOBB& GRD

LOUNGE/INFO GRD 3.60 5.40 19.44

SCND

0.80 17.00 13.60

3.10 21.00 65.10

ROOF

H,(A GRD

3.60 34.30 116.78HALL,A& L GRD

HALL,A& R GRD

3.60 35.20 120.02RESTROOM GRD

ANTR& GRD 3.60 14.00 43.70

O,DER RM GRD

OFFICE GRD 3.60 28.35 88.16

INFO. GRD

STO. GRD 2.20 6.00 13.20

STAIRS GRD-SCND

4.40 2.00 8.80

-

HALL,A& SCND 3.10 55.70 172.67

STAIRS SCND 3.10 14.20 44.02

GO(S OFC SCND 3.10 63.20 131.22

(I LOUNGE SCND 3.10 21.40 27.84

OFFICE SCND 3.10 18.60 42.76

O,DER RM SCND


23/27

1!419.49


24/27

FINISHES

,2ALUMINUM CLADDING ,3NATURAL STONE CLADDING ,4CURTAIN ,

HT A HT A HT

4.50 12.00 45.30

4.50 12.00 45.30

1.20 24.00 28.80

0.80 25.50 20.40

1.20 5.30 6.36

4.60 12.00 55.20

3.60 8.40 19.74 4.50 18.80

3.10 24.40


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146.16 74.94


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LL ,5GLASS ANEL ,6 300300 TILES

A HT A HT A

23.30

27.50

3.60 3.70 13.32

3.00 28.40 78.57

3.60 7.20 19.22

3.60 4.20 15.12

3.10 3.60 11.16

3.00 3.00 9.00


27/27

50.80 39.60 106.79

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