Brick Down 10 %

No

TYPE KOLOM Dimensi Tinggi 1 K 1 ,K2,K3,K6 800x800 3.85 3.1 1.6

Besi Ver 28

Besi sgk 10

Besi 25 3.85

Besi 10 Besi 8 Jumlah 0.62 0.395 415.03 0.62 48.05 0.395 6.32 469.40 3.85 0.62 277.20 51.15 0.395 5.0691667 333.42 355.74 44.675 2.37 402.78 355.74 26.257 3.95 385.947 177.87 23.25 201.12 281.6275 71.3 352.9275 266.805 71.3 338.105 163.0475 46.5 209.5475 148.225 35.65 183.875

A

2 K4,,K5

500x1200 3.3 1

3.85

24.000

3 K7

300x1200 2.900 0.6

3.85

24.000

3.85 0.62 0.395

B C K1 469.4 K2 469.4 K3 490.4 K4 333.42 K5 333.42 K6 469.4 K7 402.78 K8 385.947 K9 201.12 K10 352.93 K11 338.11 K12 209.55 K15 183.875 Total kolom tinngi kolom 3.85 meter

4 K8

500x1200 3.3 1

3.85

24

3.85 0.62 0.395

5 K9

400x400 1.5

3.85

12

3.85 0.62

6 K10

300x900 4.6

3.85

19

3.85 0.62

7 K11

300x900 4.6

3.85

18

3.85 0.62

8 K12

200x600 3

3.85

11

3.85 0.62

9 K15

200x1000 2.3

3.85

10

3.85 0.62

21.40 6.42 8.30 10.90

11.00 10.90 6.90 8.00 Plat Lantai D19 2.225 D13 1.042 D10

619.89 184.28 150.81 229.63 1,184.60 4,738.40

1569.33 466.52 381.80 581.33 2998.99 11995.95

0.62 745.82 87.3196 394.8656 1,228.01

1 AS 1

41.9 1.9

1,228.01

1,228.01

2 As 2

7.3

2.225

1.042

0.62

3 AS 3

0.8 1.7

2.225

1.042

0.62

0.62 2.6

3.25

2.6

129.94 15.2132 68.7952 213.95 3.3344 4.7616 30.26 3.54 16.02 49.82 57.85 5.4184 24.5024 87.7708 72.3125 6.773 30.628 57.85 5.4184

213.95 4.76

213.95

49.82

87.77

30.628

1.6

0.9

24.5024 87.7708 28.48 3.3344 25.34144 57.15584 3.7512 6.696 10.4472

87.77

57.16

10.44

328.35

4 AS 4,5 0.8 2.225 1.042 0.62 7.12 5.56 12.6752 30.26 3.5428 16.0208 49.8236 57.85 5.4184 24.5024 87.7708 72.3125 6.773 30.628 109.7135 57.85 5.4184 24.5024 87.7708 30.26 3.54 16.02 49.82 7.12 5.56 12.6752

12.68

1.7

49.82

2.6

87.77

3.25

109.71

2.6

87.77

1.7

49.82

0.8

2.225

1.042

0.62

12.68 410.25 410.25

410.25

410.25

5 AS K6

0.8

2.225

1.042

0.62

1.7

2.1

1.5

2.15

1.2

1.5

1.7 6 AS 7 1.55

2.00

7.12 5.95 13.072 30.26 3.5428 16.0208 49.8236 46.725 4.3764 51.1014 26.7 3.126 14.136 43.962 47.8375 4.4806 20.2616 72.5797 21.36 2.5008 11.3088 35.1696 26.7 3.126 14.136 43.962 7.0856 12.648 34.4875 3.2302 14.6072 72.0585 35.6 4.168 39.768

13.07

49.82

51.1

43.96

72.58

35.2

43.96 12.65 322.31

72.058

39.768

1.25

1.3

27.8125 2.605 11.78 42.1975 23.14 2.7092 12.2512 38.1004 34.71 4.0638 18.3768 57.1506 42.0525 4.3764 19.7904 66.2193 235.85 27.613 124.868 388.331 222.5 20.84 94.24 337.58 40.94 4.7932 45.7332

42.197

38.1

192.123 3.015.24

1 AS A&H

1.95

57.15

2.1

66.22

13.25

338.331

10

337.58

2.3

45.73 1690.022

845.01

2 AS B,G 3 53.4 6.252 28.272 87.924 41.6075 16.0208 57.6283 66.752 5.8352 26.3872 98.9744 72.116 113.92 13.3376 60.3136 259.6872 7.12 5.952 13.072 98.34

87.92

1.7

57.63

2.8

2.2 6.4

98.97 71.12

259.69

0.8

13.07

588.400

3 AS C',G'

3.3

2.1

1.4

1.6

2.7

98.34 37.38 4.3764 19.7904 61.5468 24.92 2.9176 13.1936 41.0312 32.04 3.3344 15.0784 50.4528 80.46 25.4448 105.9048

98.34

61.55

41.03

50.45

105.9 714.54

357.27

4 AS C,F

2.8

2.1

83.44 26.3872 109.8272 51.3975 4.3764

109.83

6.4

0.8

19.7904 75.5643 113.92 13.3376 60.3136 187.5712 3.3344 5.952 9.2864 3.3344 5.952 9.2864 30.26 3.5428 16.0208 49.8236 55.625 5.21 23.56 84.395 71.2 6.6688 30.1568 108.0256 150x600 52.5 150x600 200x600 200x600 200x600 95.61 200x600 150x600 150x600 150x600 150x600 150x600 109.61 150x600 200x600 48.465 200x6000 1.4 345.8

75.56

187.57

9.29 764.50

382.25

5 AS D,E

0.8

9.28

1.7

49.83

2.5

84.4

3.2

108.03 294.828 503.08 640.648

251.54 7,365.58

1 BL 1 BL2 Ba 1 Ba 2 Ba 5 Ba 6 Ba 7 Ba 9 Ba 10 Ba 15 Ba16 Ba 18 BT 3 BT4

31.1 21.4 31.77 26.07 21.07 16.6 4.65 8.88 62.33 29.73 2.14 1.9 22.765 25.7

1.5

1 2 3 4

Hasil perhitungan besi beton hari rabu Tgl 3/11/2011 Kolom 18,361.54 Balok Utama 7,365.58 Balok Anak 16,914.18 Plat lantai Tebal 10 Cm 4,738.40 47,379.70

Total balok anak

9548.6 16,914.18

No 1 2 3 4 5

Uraian pekerjaan Basement 3 Basement 2 Basement 1 Lantai Dasar lantai 2

volume 1,608.97 2,519.91 1,864.39 2,665.31 1,156.96

satuan

( Hasil perhitungan hari jumat dinding dalam ) 2242.686 2961.078 2105.166 3256.944 1271.351

8,658.58 87,928.66 96,587.23

10,565.87 96,622.68 107,188.55

2 8 2 4 8 2 2 2 6 8 4 2 2 Total

938.80 3,755.20 980.80 1,333.68 2,667.36 938.80 805.56 771.89 1,206.72 2,823.44 1,352.44 419.10 367.75 18,361.54

Besi 10 Besi 8 418.132 17.709 4,756.11

Tgl 12/11/11

Kode Fc1

Fasade lebar tinggi 0.495 2.78 0.365 1.4 0.365 1.4 0.9 2.53 0.13 0.25 0.495 0.365 0.365 0.9 0.13 2.78 1.4 1.4 2.53 0.25

Fc1A

1.38 0.51 0.51 2.28 4.68 4.64 1.38 0.51 0.51 2.28 4.68 4.64 1.23 0.29 0.29 2.05 3.87 3.84 1.23 0.29 0.29 2.05 3.87 3.84 1.47 0.65 0.65 2.51 5.28 5.26 1.47 0.65 0.65 2.51 5.28 5.26 1.04 0.28 0.28 0.89 2.49 2.49 1.26 0.52 0.52 2.34 4.63 4.58 1.58 0.31 0.31 2.06 4.26 4.23 1.58 0.31 0.31 2.06 4.26 4.23 1.48 0.66 0.66 2.52

0.03

0.03

Fc2

0.485 0.21 0.21 0.92 0.13

2.53 1.4 1.4 2.23 0.2

0.03

Fc2A

0.485 0.21 0.21 0.92 0.13

2.53 1.4 1.4 2.23 0.2

0.03

Fc3

0.485 0.465 0.465 0.92 0.13

3.03 1.4 1.4 2.73 0.2

0.03

Fc3A

0.485 0.465 0.465 0.92 0.13

3.03 1.4 1.4 2.73 0.2

0.03

Fc7

0.485 0.2 0.2 0.92

2.14 1.4 1.4 0.97

Fc6

0.495 0.37 0.37 0.92 0.13

2.54 1.4 1.4 2.54 0.35

0.05

FC6 A FC1 FC1A FC2 FC2A FC 3 FC3A FC6 FC7 A FC8 FC8A FC 9 FC9A FC10 FC10A FC11 FC11-2 FC12 FC 12A FC12-1 FC12-2 FC13 FC13A FC14 FC14A FC15 FC15A FC16 FC 16A FC17 FC17 A FC 18 FC 18A FC19 FC20 FC 22 FC 22A FC23 FC23 A FC24 FC24A FC25 FC26 FC26A FC27 FC 27A FC28 FC 28A FC 29 FC 30 FC30A FC 31 FC 30 A

4.58 4.64 4.64 3.84 3.84 5.26 5.26 4.58 2.49 4.23 4.23 9.29 9.29 2.74 2.74 4.52 4.52 5.37 5.37 5.37 5.37 3.72 3.72 3.72 3.72 5.36 5.36 3.70 3.70 5.46 5.46 4.27 4.27 3.23 3.39 2.13 2.13 6.59 6.59 3.39 3.39 4.69 4.81 4.81 7.83 7.83 3.54 3.54 2.98 12.37 5.81 4.90 4.93

Perhitungan 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

41 0.495 0.22 0.22 0.92 0.13 3.19 1.4 1.4 2.24 0.2 57

Fc8

0.03

Fc8A

0.495 0.22 0.22 0.92 0.13

3.19 1.4 1.4 2.24 0.2

0.03

Fc9

0.495 0.47 0.47 0.92

2.98 1.4 1.4 2.74

0.13

0.15

5.31 5.29 1.48 0.66 0.66 2.52 5.31 5.29 2.76 2.76 2.74 2.76 2.76 2.74 7.04 2.52 4.52 1.51 0.85 0.49 2.54 5.40 5.37 1.51 0.85 0.49 2.54 5.40 5.37 1.23 0.27 0.27 2.00 3.76 3.72 1.23 0.27 0.27 2.00 3.76 3.72 1.39 0.56 0.85 2.59 5.39 5.36 1.39 0.56 0.85 2.59 5.39 5.36 1.22 0.25 0.27 1.99 3.73 3.70 1.22 0.25 0.27 1.99 3.73

0.02

Fc9A

0.495 0.47 0.47 0.92 0.13 2.12 0.13

2.98 1.4 1.4 2.74 0.15 1.3 0.39

0.02

Fc10

0.05

Fc10A

2.12 0.13

1.3 0.39

0.05

Fc11 A

Fc11

2.5 1.8

2.815 1.4

0.495 0.225 0.225 0.92 0.13

2.5 1.4 1.4 2.25 0.25

Fc12

0.495 0.61 0.35 0.92 0.13

3.06 1.4 1.4 2.76 0.2

Fc12-1

0.03

0.495 0.35 0.6 0.92 0.13

3.05 1.4 1.4 2.75 0.2

1.24 0.32 0.32 2.07 0.0325 3.94 3.91 1.51 0.49 0.84 2.53 5.37

0.03

Fc12A

0.495 0.61 0.35 0.92 0.13

3.06 1.4 1.4 2.76 0.2

Fc12-2

0.03

0.495 0.35 0.6 0.92 0.13

3.05 1.4 1.4 2.75 0.2

1.51 0.49 0.84 2.53 5.37

0.03

Fc13

0.495 0.19 0.19 0.92 0.13

2.48 1.4 1.4 2.17 0.25

Fc14

0.03

0.495 0.4 0.58 0.92 0.13

3.08 1.4 1.4 2.78 0.2

1.52 0.56 0.81 2.56 5.45 5.43 1.52 0.56 0.81 2.56 5.45 5.43

0.03

Fc13A

0.495 0.19 0.19 0.92 0.13

2.48 1.4 1.4 2.17 0.25

Fc14 A

0.03

0.495 0.4 0.58 0.92 0.13

3.08 1.4 1.4 2.78 0.2

0.03

Fc15

0.495 0.4 0.61 0.92 0.13

2.81 1.4 1.4 2.81 0.23

0.03

Fc15A

0.495 0.4 0.61 0.92 0.13

2.81 1.4 1.4 2.81 0.23

0.03

Fc16

0.495 0.18 0.19 0.92 0.13

2.47 1.4 1.4 2.16 0.25

0.03

Fc16A

0.495 0.18 0.19 0.92 0.13

2.47 1.4 1.4 2.16 0.25

0.03

3.70 0.495 0.59 0.4 0.92 0.13 3.09 1.4 1.4 2.79 0.2 1.53 0.83 0.56 2.57 5.48 5.46 1.32 0.40 0.40 2.18 4.30 4.27 1.32 0.40 0.40 2.18 4.30 4.27 1.23 2.05 0.02 0.02

Fc17

0.03

Fc18

0.495 0.285 0.285 0.92 0.13

2.67 1.4 1.4 2.37 0.2

0.03

Fc18A

0.495 0.285 0.285 0.92 0.13

2.67 1.4 1.4 2.37 0.2

0.03

Fc19

0.495 0.88 0.15 0.15

2.48 2.33 0.15 0.15

3.28 0.05 3.23 1.52 1.87 0.02 0.02 3.39

Fc20

0.495 0.148 0.15 0.15

3.08 2.33 0.13 0.13

1.52 0.34 0.02 0.02

0.04

Fc22

0.495 0.62 0.15

1.42 2.33 0.15

0.70 1.44 0.02

2.15 0.02 2.13

Fc23

0.495 0.2 0.8 0.2 0.92 0.15 0.15

3.5 1.4 1.4 1.4 3.5 0.13 0.13

1.73 0.28 1.12 0.28 3.22 0.02 0.02 6.63 6.59 0.91 2.49 0.02

0.02 0.02

0.04

Fc24

0.488 1.07 0.13

1.87 2.33 0.15

Fc24 A 3.41 0.02 3.39

0.488 1.07 0.13

1.87 2.33 0.15

0.91 2.49 0.02

3.41 0.02 3.39

Fc25

2.56 1.4

2.815 1.8

7.21 2.52

4.69 4.69 Fc26 A 0.495 0.37 0.37 0.92 0.15 3.06 1.4 1.4 2.54 0.5 1.51 0.52 0.52 2.34 0.08

Fc26

0.495 0.37 0.37 0.92 0.15 2.78 2.78 0.495 0.200 0.545 0.92

3.06 1.4 1.4 2.54 0.5 2.815 2.815 1.795 1.400 1.4 1.795

1.51 0.52 0.52 2.34 0.08 7.83 7.83 0.89 0.28 0.763 1.65

4.89 4.81

4.89 4.81

FC 27

FC 27A

FC 28

0.13

0.365

0.05 3.58 3.54 5.05 1.47 0.186 3.40 2.98 9.09 0.70 0.036 0.03 2.52 12.37 1.60 0.49 1.092 2.6956 0.0364 0.026 5.88 5.81 7.09 1.47 0.699 0.03 4.90 1.25 0.52 1.120 2.04 0.026 4.93

FC 28 A

1.795 1.050 0.13

2.815 1.400 1.43

1.656

FC 29

2.815 3.23 0.30 0.13 0.13 1.8

1.06 2.815 2.330 0.28 0.2 1.4

FC 30

FC 30A

0.495 0.35 0.78 0.92 0.13 0.13

3.23 1.400 1.4 2.93 0.28 0.2

0.0624

FC 31

2.52 1.05 0.3 0.13

2.815 1.400 2.33 0.2

2.20

FC 31A

0.495 0.37 0.8 0.92 0.13

2.52 1.400 1.4 2.22 0.2

1 1 1 1

1 1 1

1 1 1

1 1

1

4.58 4.64 4.64 19.20 7.68 26.30 15.78 2.49 4.23 4.23 9.29 9.29 2.74 2.74 9.04 13.56 10.74 5.37 5.37 3.72 7.44 5.36 3.72 5.36 7.40 10.92

1

1

1 1

1

10.92 4.27 4.27 9.69 6.78 2.13 6.59 3.39 4.69 7.83 7.83 3.54 3.54 2.98 2.98

9

4

3

2

Total

287.26

NO A

Bedeng Pekerja URAIAN PEKERJAAN BALOK 6/12 KASO 5/7 BALOK 6/12 KASO 5/7 triplek 5mm Paku 10,7,5 BALOK 6/12 KASO 5/7 BALOK 6/12 KASO 5/7 triplek 5mm Paku 10,7,5 1 BALOK 6/12 KASO 5/7 BALOK 6/12 KASO 5/7 Triplek 5mm PAKU 10,7,5 2 BALOK 6/12 KASO 5/7 BALOK 6/12 KASO 5/7 Triplek 5mm

Ukuran

LEBAR 2.400 2.400 17.400 17.400 1.220

PANJANG 15.000 15.000 3.000 2.000 17.400

Batang 9.000 9.000 13.050 8.700 14.262

Balok 6/12 Kaso 5/7 9.00 9.00 13.05 8.70

triplek 5mm

triplek 12 mm

14.262

B

2.400 2.400 17.400 17.400 1.220

15.000 15.000 3.000 2.000 17.400

9.000 9.000 13.050 8.700 14.262

9.00 9.00 13.05 8.70 14.262

2.400 2.400 11.750 11.750 11.750

11.000 10.000 3.000 2.000 1.220

6.60 6.00 8.81 5.88 9.63

6.6 6 8.81 5.88 9.63

2.400 2.400 11.750 11.750 11.750

11.000 10.000 3.000 2.000 1.220

6.60 6.00 8.81 5.88 9.63

6.6 6 8.81 5.88 59.51 53.16 9.63 47.784

A1

BALOK 6/12 KASO 5/7 BALOK 6/12 KASO 5/7 Triplek 12mm BALOK 6/12 KASO 5/7 BALOK 6/12 KASO 5/7 Triplek 12mm BALOK 6/12 KASO 5/7 BALOK 6/12 KASO 5/7 Triplek 12mm BALOK 6/12 KASO 5/7 BALOK 6/12 KASO 5/7 Triplek 12mm BALOK 6/12 KASO 5/7 BALOK 6/12 KASO 5/7 Triplek 12mm BALOK 6/12 KASO 5/7 BALOK 6/12 KASO 5/7 Triplek 12mm

2.000 2.000 17.400 17.400 17.400 2.000 2.000 17.400 17.400 17.400 4.000 4.000 17.400 17.400 34.800 4.000 4.000 17.400 17.400 34.800 2.000 2.000 17.400 17.400 17.400 2.000 2.000 17.400 17.400 17.400

16.000 16.000 3.000 2.000 1.220 16.000 16.000 3.000 2.000 1.220 15.000 15.000 5.000 4.000 1.220 15.000 15.000 5.000 4.000 1.220 16.000 16.000 3.000 2.000 1.220 16.000 16.000 3.000 2.000 1.220

8.00 8.00 13.05 8.70 14.26 8.00 8.00 13.05 8.70 14.26 15.00 15.00 21.75 17.40 28.52 15.00 15.00 21.75 17.40 28.52 8.00 8.00 13.05 8.70 14.26 8.00 8.00 13.05 8.70 14.26

8.00 8.00 13.05 8.70 14.26 8.00 8.00 13.05 8.70 14.26 15.00 15.00 21.75 17.40 28.52 15.00 15.00 21.75 17.40 28.52 8.00 8.00 13.05 8.70 14.26 8.00 8.00 13.05 8.70 157.70 131.60 14.26 114.08 14.26 114.08 14.26 28.52 28.52 14.26 14.26

A2

B1

B2

C1

C2

217.21 6.26

184.76 2.59

161.86 Jenis balok 6/12 Kaso 5/7 Triplek 5mm Triplek 12mm paku 10,7,5 M3 6.26 M3 2.59 47.79 lembar

wc sementara 1 pasang bata merah bata merah pasir pasang semen 2 pleteran &acian pasair pasang semen 3 kaso 5/7 M2 44.639 Bh 3347.925 3.57 7.14 86.278 6.90 13.80 3.00 8.00 0.80 0.80 2.40 6.40 M3 Zak Batang

2.00 2.00 2.00 2.00 2.00 2.00 2.00 triplek 5mm 3.60 2.75 6.30

3.60 3.60 2.75 2.73 6.30 0.80 0.80 2.00 2.00 1.00

7.20 7.20 5.50 5.45 12.60 1.60 1.60 49.95 7.20 5.50 6.30 19.00

12.49

7.79

closet jongkok pipa 3" Tee lem Pasir urug pintu engsel kunci

10.00 2.00 10.00 1.00 6.30 1.00 1.00 1.00

3.6

0.35

7.94

7.94 M3

SCHEDULE MATRIAL PEKERJAAN BEKISTING Tower zone 1 SCAPOLDING KAYU BALOK 6/12 KAYU KASO 5/7 TRIPLEK 12mm TRIPLEK 18mm Paku 10,7 PEKERJAAN BESI PEK KOLOM BESI ULIR 25 BESI ULIR 10 BESI POLOS 8 PEK BALOK BESI ULIR 22 BESI ULIR 19 BESI ULIR 13 BESI ULIR 10 BESI POLOS 8 PEK BALOK BESI POLOS 8 WEREMASH PEKERJAAN BETON K 350 Bh 593 5.9 4.6 248 55 10

1 2 3 4 5

1 M 2 PEKERJAAN BEDENG PEKERJA Kayu Borneo 0.10 M3 ######## ######## ######## Paku 5, 7 0.25 Kg 15,000.00 3,750.00 3,750.00 Triplek 12 m 0.50 Lbr ######## 90,000.00 90,000.00 Peralatan 1.00 Ls 10,000.00 10,000.00 10,000.00 Ongkos Kerja 1.00 Ls ######## ######## ######## Jumlah ######## ######## ######## Dibulatkan ########

lembar

kilogram

114.08 10

KOLOM

Jmh kolom 2 6 2 4 4 8 2 2 2 6 8 8 4 4 2 2 66

jenis kolom lebar K1 K2 K2" K3 k4 K5 K6" K7 K8 K9 K10 K11 K12

panjang 0.8 0.8 0.8 0.8 0.5 0.5 0.7 0.3 0.5 0.4 0.9 0.3 0.9 0.6 0.4 0.6 0.8 0.8 0.8 0.8 1.2 1.2 0.7 1.2 1.2 0.4 0.3 0.6 0.3 0.3 0.2 0.2

tinggi 2.8 2.8 2.8 2.8 2.8 2.8 2.8 2.8 2.8 2.8 2.8 2.8 2.8 2.8 2.8 2.8

Jumlah 1.79 1.79 1.79 1.79 1.68 1.68 1.37 1.01 1.68 0.45 0.76 0.50 0.76 0.50 0.22 0.34 18.12 2.200 2.320 2.200 2.174 1.454 1.740 5.350 2.200 2.18 4.9898 2.62 6.54 1.100 1.100 1.100 1.100 2.110 1.652

Besi 25 3.584 2.8 10.752 28 3.584 28 7.168 28 6.720 24 13.440 24 2.744 24 2.016 24 3.360 24 2.688 12 6.048 12 4.032 7 3.024 10 2.016 8 0.448 7 0.672 4 72.296 M3

Besi 10 sengkang 22.4 2.9 23 2.9 23 2.9 23 2.9 23 3.1 23 3.1 23 2.5 23 2.7 23 3.1 23 1.3 23 2.3 23 1.5 23 2.3 23 2.3 23 1.3 23 1.3 D10 1.9 1.9 1.9 1.9 1.9 1.9 1.9 1.9 1.9 1.9 1.9 1.9 1.5 1.5 1.5 1.5 1.5 1.5

tinggi 2.8 2.8 2.8 2.8 2.8 2.8 2.8 2.8 2.8 2.8 2.8 2.8 2.8 2.8 2.8 2.8 D19 10 10 10 10 10 10 10 10 10 10 10 10 D16 9 9 9 9 9 9 D16 9 9 9 9 9

Balok

6 5 4 3 2 2 1 D C C" B A Ba8 Ba8 Ba8 Ba8 ba 5 ba 6

0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.2 0.2 0.2 0.2 0.2 0.2

0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5

11 11.6 11 10.87 7.27 8.7 26.75 11 10.9 24.949 13.1 32.7 11 11 11 11 21.1 16.52

17.438

87.19 M1

18.530

92.649 M1

8.162 81.62 Ba4 ba 4 ba 3 ba 2 ba 1 0.2 0.2 0.2 0.2 0.2 0.5 0.5 0.5 0.5 0.5 11 5.5 7.9 26.05 32.1 1.100 0.55 0.79 2.605 3.21

M1 1.5 1.5 1.5 1.5 1.5

8.255 82.55 M1 52.385 M3 2 32.17 10.725 10.745 10.225 0.1 0.1 2 0.1 0.1 0.1 34.566665 10.9663125 45.5329775 91.06596 M3 45,998,000.00 23,540,000.00 23,540,000.00 93,078,000.00

104.7696

PLAT LANTAI

10,900.00 21,400.00 21,400.00

42,200.00 11,000.00 11,000.00

273.98 M3 456.6346 1%

41.381.38

berat jenis jumlah berat jenis jumlah besi 8 sengkang berat jenis jumlah jumlah jumlah total jumlah 3.853 30.20752 0.617 40.048 9.30 1.60 0.394 5.863 76.118 2 152.23616 3.853 302.0752 0.617 41.154 9.30 1.60 0.394 5.863 349.092 6 2094.55092 3.853 302.0752 0.617 41.154 9.30 1.60 0.394 5.863 349.092 2 698.18364 3.853 302.0752 0.617 41.154 9.30 1.60 0.394 5.863 349.092 4 1396.36728 3.853 258.9216 0.617 43.992 9.30 1.00 0.394 3.664 306.578 4 1226.3116 3.853 258.9216 0.617 43.992 9.30 1.00 0.394 3.664 306.578 8 2452.6232 3.853 258.9216 0.617 35.478 9.30 1.40 0.394 5.130 299.529 2 599.05796 3.853 258.9216 0.617 38.316 9.30 0.60 0.394 2.199 299.436 2 598.87164 3.853 258.9216 0.617 43.992 9.30 1.00 0.394 3.664 306.578 2 613.1558 3.853 129.4608 0.617 18.448 41.772 147.909 6 887.4546 3.853 129.4608 0.617 32.639 162.100 8 1296.8008 3.853 75.5188 0.617 21.287 96.805 8 774.4424 3.853 107.884 0.617 32.639 140.523 4 562.0932 3.853 86.3072 0.617 32.639 118.947 4 475.786 3.853 75.5188 0.617 18.448 93.967 2 187.9342 3.853 43.1536 0.617 18.448 61.602 2 123.2038 2878.3451 543.828 3422.173 kolom 14,139.07 kg D 13 D10 D19 D 13 Balok 19,502.22 kg 2 103.664 244.75 22.924 371.338 Lantai 7194.210 kg 2 109.318 258.10 24.1512 391.570 Total 40,835.50 kg 2 103.664 244.75 22.902 371.316 2 101.943 241.8575 22.65308 366.454 2 68.181 161.7575 15.15068 245.089 D 19 D 13 D10 2 81.592 193.575 18.1308 293.298 6332.96009 718.2358 2699.916 2 250.872 595.1875 55.747 901.807 819.235 1939.978 181.6588 2940.871 2 5881.742 2 103.162 244.75 22.924 370.836 2 102.225 242.525 22.7156 2 233.982 555.1153 51.99372 2 122.857 291.475 27.3004 2 306.674 727.575 68.1468 868.899 2061.44 193.0805 3123.420 2 6246.84 2 81.444 156.222 23.584 2 81.444 156.222 23.034 2 81.444 156.222 23.034 2 81.444 156.222 23.034 2 156.224 299.6622 44.1834 2 122.314 234.617 34.59288 604.314 1159.167 171.4623 1934.944 2 3869.888 2 2 2 2 2 54.296 27.148 38.9944 128.5828 158.4456 407.4668 156.222 22.924 78.111 11.462 112.1958 16.4636 369.9621 54.2882 455.8842 66.8964 1172.375 172.0342 1751.876 9751.111 3503.752

D 25 60.42 1812.45 604.15 1208.30 1035.69 2071.37 517.84 517.84 517.84 776.76 1035.69 604.15 431.54 345.23 151.04 86.31 11776.62

19,502.22

682.69163 682.6916 216.58467 216.5847 899.27631 899.2763 1798.553 lift fit 1.00 1.00 1.50 1.00 1.90 2.50 2.50 2.50 0.73 0.78 0.5 0.5 0.75 1.75 20 6

7194.21

balkon

2.00 1.46 0.8892

3.50

2.3492

D 10 80.09568 246.9234 82.3078 164.6156 175.9684 351.9368 70.955 76.6314 87.9842 110.6898 261.1144 170.292 130.5572 130.5572 36.8966 36.8966 2214.422

D8 11.72544 35.17632 11.72544 23.45088 14.6568 29.3136 10.25976 4.39704 7.3284 148.0337

No I

II

URAIAN PEKERJAAN ZONE 1 KEBUTUHAN BESI DIAMETER 25 MM ULIR DIAMETER 22 MM ULIR DIAMETER 19 MM ULIR DIAMETER 16 MM ULIR DIAMETER 13 MM ULIR DIAMETER 10 MM ULIR DIAMETER 10 MM POLOS DIAMETER 8 MM POLOS WERE MASCH KAWAT BENDRAT Total = MATERIAL BEKISTING SCAPOLDING 170 CM CROSS BRACE U.HEAD BALOK 8/12 BALOK 6/12 KASO 5/7 POLYFILM 12 MM HORRY BEAM PAKU 5,7,& 10

VOL

SATUAN

VOLUME

SATUAN 1 LT2 44.05485 6,332,960 718,236 2,699,916 2,214,420 7,343 43 60 2 LT 3 3 LT 4 4 LT 5 44.0549 1 LT 6

2,100 Batang 900 Batang 3,600 Batang 5,100 Batang 2,500 Batang 12,000 Batang 4,000 Batang 7,343 Batang 172 lembar 1,190,690 Kilogram

12,320,350 2,685,474 8,012,034 8,049,024 2,604,712 7,398,000 4,914.336 7,343,294 60.0 48,417,802

Kg Kg Kg Kg Kg Kg Kg Kg Lbr Roll

8000 8000 2,604,712 2,699,916 2,214,420 7,343 170 60

1,920 BUAH 1,920 BUAH 3,840 BUAH 18 M3 48 M3 14 M3 900 LEMBAR 200 BUAH 669 KILOGRAM 273.98 M3

Bh Bh Bh Btg Btg btg Lbr Bh kg

1,920 1,920 3,840 18 48 14 900 200 670 273.98

III BETON K350 (kolom,balok,&Plat lantai) Tower III DINDING FAADE Tower IV DINDING DALAM BATA RINGAN MOTAR

57

Buah

133.826

M3 Zak

1271.351

M2

No I

URAIAN PEKERJAAN ZONE 2 BEBUTUHAN BESI DIAMETER 25 MM ULIR DIAMETER 22 MM ULIR DIAMETER 19 MM ULIR DIAMETER 16 MM ULIR DIAMETER 13 MM ULIR DIAMETER 10 MM ULIR DIAMETER 10 MM POLOS DIAMETER 8 MM POLOS WERE MASCH KAWAT BENDRAT MATERIAL BEKISTING SCAPOLDING 170 CM CROSS BRACE U.HEAD BALOK 8/12 BALOK 6/12 KASO 5/7 POLYFILM 12 MM HORRY BEAM PAKU 5,7,& 10

VOL

SATUAN

VOLUME

SATUAN

NOVEMBER

DESEMBER JANUARY FEBRUARY MARET

Batang Batang Batang Batang Batang Batang Batang Batang lembar Kilogram

Btg Btg Btg Btg Btg Btg Btg Btg Roll

II

BUAH BUAH BUAH M3 M3 M3 LEMBAR BUAH KILOGRAM Buah

Bh Bh Bh Btg Btg btg Lbr Bh kg Bh

III DINDING FAADE

IV

DINDING DALAM BATA RINGAN MOTAR

M3 Zak

M2 Zak

No

URAIAN PEKERJAAN ZONE 3

VOL

SATUAN

VOLUME

SATUAN

NOVEMBER

DESEMBER JANUARYFEBRUARY MARET

I

II

BEBUTUHAN BESI DIAMETER 25 MM ULIR DIAMETER 22 MM ULIR DIAMETER 19 MM ULIR DIAMETER 16 MM ULIR DIAMETER 13 MM ULIR DIAMETER 10 MM ULIR DIAMETER 10 MM POLOS DIAMETER 8 MM POLOS WERE MASCH KAWAT BENDRAT Total = MATERIAL BEKISTING SCAPOLDING 170 CM CROSS BRACE U.HEAD BALOK 8/12 BALOK 6/12 KASO 5/7 POLYFILM 12 MM HORRY BEAM PAKU 5,7,& 10

Batang Batang Batang Batang Batang Batang Batang Batang Batang lembar Kilogram

Btg Btg Btg Btg Btg Btg Btg Btg Btg Roll


Bh Bh Bh Btg Btg btg Lbr Bh kg

III DINDING FAADE

IV


M3 Zak

No I

URAIAN PEKERJAAN ZONE 4 BEBUTUHAN BESI DIAMETER 25 MM ULIR DIAMETER 22 MM ULIR DIAMETER 19 MM ULIR DIAMETER 16 MM ULIR DIAMETER 13 MM ULIR DIAMETER 10 MM ULIR DIAMETER 10 MM POLOS DIAMETER 8 MM POLOS WERE MASCH KAWAT BENDRAT MATERIAL BEKISTING SCAPOLDING 170 CM CROSS BRACE U.HEAD BALOK 8/12 BALOK 6/12 KASO 5/7 POLYFILM 12 MM HORRY BEAM PAKU 5,7,& 10

VOL

SATUAN Batang Batang Batang Batang Batang Batang Batang Batang Batang lembar Kilogram

VOLUME

SATUAN Btg Btg Btg Btg Btg Btg Btg Btg Btg Roll

NOVEMBER

DESEMBER JANUARY FEBRUARY MARET

II


Bh Bh Bh Btg Btg btg Lbr Bh kg Bh

III DINDING FAADE

IV


M3 Zak

M3 Zak

2 LT 7

3 LT 8 44.05485

4 LT 9

1 LT 10

FEBUARY 2 3 LT 11 LT 12 44.05485

4 LT 13

1 LT 14 44.05485

2 LT 15

MARET 3 LT 16

APRIL 4 LT 17 44.05485 1 LT 18 2 LT 19 3 LT 20 44.05485

APRIL

MEI

APRIL

APRIL

4 ATAP

URAIAN PEKERJAAN No.MG-1 MG-2 MG-37-Jan-2011 ####### ###### S/D S/D S/D

NOVEMBER 2

####### ######

1

2

3

-

Pekerjaan Pekerjaan Pekerjaan Pekerjaan Pekerjaan Pekerjaan Pekerjaan Pekerjaan Pekerjaan Pekerjaan Pekerjaan Pekerjaan Pekerjaan Pekerjaan Pekerjaan Pekerjaan Pekerjaan

Beton Beton Beton Beton Beton Beton Beton Beton Beton Beton Beton Beton Beton Beton Beton Beton Beton

Lantai Lantai Lantai Lantai Lantai Lantai Lantai Lantai Lantai Lantai Lantai Lantai Lantai Lantai Lantai Lantai Lantai

Basement 3 Basement 2 Basement 1 1 Elv. -0.05 2, Elv. + 3.95 3 4 5 6 7 8 9 10 11 12 13 14

-

Pekerjaan Pekerjaan Pekerjaan Pekerjaan Pekerjaan Pekerjaan Pekerjaan

Beton Beton Beton Beton Beton Beton Beton

Lantai Lantai Lantai Lantai Lantai Lantai Lantai

15 16 17 18 19 20 Atap

4

PEKERJAAN DINDING Lantai Basement 3 Lantai Basement 2 Lantai Basement 1 Lantai Dasar Lantai Tingkat 1 Lantai Tingkat 2 Lantai Tingkat 3 Lantai Tingkat 4 Lantai Tingkat 5 Lantai Tingkat 6 Lantai Tingkat 7 Lantai Tingkat 8 Lantai Tingkat 9 Lantai Tingkat 10 Lantai Tingkat 11 Lantai Tingkat 12 Lantai Tingkat 13 Lantai Tingkat 14 Lantai Tingkat 15 Lantai Tingkat 16 Lantai Tingkat 17 Lantai Tingkat 18 Lantai Tingkat 19 Lantai Tingkat 20

## TOTAL

2011

DESEMBER 2011

JANUARI 2012

FEBRURI 2012

### MG-5 MG-6 MG-7 MG-8 MG-9 ######## ###### ###### ###### ###### ###### ###### S/D S/D S/D S/D S/D S/D S/D

##### ######

###### ###### ###### ######

4

-

-

-

-

-

-

-

-

-

-

-

-

-

DISETUJUI OLEH : MANAGEMEN KONSULTAN

PT. KENDALI

-

-

-

-

-

-

-

-

-

-

-

-

-

-

SCHEDUL

PROYEK : THE JAR

JL .CIHAMPELAS

MARET 2012

### ### ###

### ### ### ###

### ### ### ###

### ### ### ###

### ### ### ###

### ### ### ### ###

###

###

###

###

###

-

-

-

-

-

-

-

-

## ##

## ##

## ##

## ##

## ##

## ##

APRIL 2012

MEI 2012MG-6 MG-7 MG-8 MG-9 ### ### ######### ###### ###### ###### ###### ###### ###### S/D S/D S/D S/D S/D S/D S/D

###### ###### ###### ###### ###### ###### ######

### ### ### ### ### ###

### ### ### ### ### ### ###

### ### ### ### ### ### ### ###

### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ###

###

### ###

###

###

###

###

###

###

###

###

### ###

### ###

### ###

### ###

### ###

### ###

0.006 0.011 0.005

0.006 0.011 0.005

0.006 0.011 0.005 0.024

0.006 0.011 0.005 0.024 0.057 0.026

0.013 0.022 0.011 0.024 0.057 0.061 0.026 0.021

0.013 0.022 0.01 0.024 0.026 0.061 0.057 0.021 0.026

0.006 0.022 0.01 0.019 0.051 0.026 0.057 0.053 0.026 0.021

0.014 0.024 0.011 0.019 0.057 0.051 0.051 0.053 0.057 0.056 0.026 0.021

0.014 0.024 0.011 0.019 0.057 0.061 0.026 0.021 0.057 0.056 0.057 0.021 0.026

0.032 0.036

0.032 0.035 0.032 0.032 0.032

0.026

0.026 0.032 0.032 0.032 0.035

0.035 0.032 0.034

0.021 0.032 0.034 0.033

0.033 0.032 0.032 0.032

0.032 0.035

## ##

## ##

## ##

## ##

## ##

## ##

## ##

## ##

## ##

## ##

## ##

## ##

## ##

## ##

DIBUAT OLEH : KONTRAKTOR

PT. JHS PRECAST CONCRETE INDONESIA

Ir. ITO PAMINTO JATIPROJECT MANAGER

### ### ### ### ### ### ### ### ### ### ### ### ### ######### ###### ###### ###### ###### ###### ###### ###### ###### ###### ###### ###### ###### ###### S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D

###### ###### ###### ###### ###### ###### ###### ###### ###### ###### ###### ###### ###### ######

### ### ### ### ### ### ### ### ### ### ### ### ### ###

### ### ###

### ### ### ### ###

### ### ### ### ### ###

### ### ### ### ### ### ###

### ### ### ### ### ### ### ###

### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ###

### -

### -

### -

### -

### -

0.014 0.024 0.011 0.042 0.051 0.061 0.057 0.047 0.025 0.021 0.057 0.055 0.026 0.021

0.014 0.035 0.017 0.042 0.083 0.051 0.083 0.057 0.026 0.047 0.026 0.055 0.058 0.021 0.026

0.014 0.024 0.011 0.024 0.057 0.086 0.051 0.083 0.057 0.025 0.047 0.021 0.058 0.053 0.026 0.021

0.006 0.024 0.011 0.042 0.051 0.061 0.057 0.083 0.083 0.086 0.021 0.047 0.047 0.053 0.057 0.056 0.026

0.006 0.011 0.005 0.019 0.051 0.051 0.083 0.083 0.083 0.085 0.053 0.059 0.021 0.021 0.057 0.056 0.057 0.021 0.026

0.006 0.011 0.005 0.019 0.025 0.051 0.051 0.025 0.083 0.085 0.079 0.085 0.054 0.047 0.047 0.021 0.057 0.053 0.026

0.006 0.011 0.005 0.019 0.026 0.026 0.025 0.051 0.025 0.06 0.079 0.051 0.079 0.057 0.053 0.047 0.025 0.053 0.06 0.026 0.011 0.005 0.019 0.025 0.025 0.026 0.026 0.057 0.051 0.079 0.085 0.047 0.079 0.053 0.06 0.047 0.021 0.06 0.057 0.026 0.025 0.035 0.035 0.035 0.025 0.025 0.025 0.032 0.026 0.051 0.059 0.079 0.047 0.047 0.081 0.053 0.047 0.025 0.057 0.057 0.06 0.03 0.026 0.032 0.025 0.051 0.051 0.083 0.079 0.047 0.047 0.053 0.057 0.026 0.025 0.057 0.06 0.065 0.025 0.025 0.032 0.025 0.025 0.025 0.051 0.053 0.079 0.081 0.047 0.079 0.06 0.051 0.047 0.025 0.065 0.06 0.025 0.026 0.025 0.025 0.047 0.083 0.056 0.079 0.047 0.085 0.057 0.021 0.05 0.03 0.06 0.025 0.025 0.025 0.047 0.051 0.047 0.079 0.079 0.051 0.079 0.053 0.025 0.03 0.025 0.025 0.025 0.025 0.025 0.047 0.047 0.053 0.085 0.047 0.079 0.06 0.066 0.05

0.035 0.032

0.021 0.032 0.032

0.032 0.035 0.032

0.021 0.035 0.032 0.032

0.032 0.035 0.035 0.035

0.026

## ##

## ##

## ##

## ##

## ##

## ##

## ##

## ##

## ##

## ##

## ##

## ##

## ##

## ##

JUNI 2012

JULI 2012

AGUS 201

### ### ### ### ### ### ### ### ### ### ### ### ### ######### ###### ###### ###### ###### ###### ###### ###### ###### ###### ###### ###### ###### ###### S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D

###### ###### ###### ###### ###### ###### ###### ###### ###### ###### ###### ###### ###### ######

0.026 0.026 0.025 0.047 0.047 0.081 0.079 0.047 0.085 0.071 0.025

0.025 0.025 0.025 0.021 0.047 0.047 0.053 0.079 0.085 0.107 0.06 0.025 0.021 0.025 0.021 0.047 0.079 0.06 0.107 0.085 0.021 0.026 0.021 0.047 0.047 0.05 0.107 0.085 0.021 0.025 0.021 0.025 0.021 0.05 0.036 0.06 0.021 0.026 0.021 0.025 0.066 0.046 0.025 0.021 0.025 0.03 0.045 0.021 0.025 0.03 0.021 0.03 0.021 0.03 0.021 0.03 0.021

## ##

## ##

## ##

## ##

## ##

## ##

## ##

## ##

## ##

## ##

## ##

STUS 012######### S/D ######

100

90

80

70

60

50

40

30

20

10

0

NO I

ZONE 1 BASEMENT 3 DIAMETER 25 MM DIAMETER 19 MM DIAMETER 16 MM DIAMETER 13 MM DIAMETER 10 MM DIAMETER 10 POLOS DIAMETER 8 P0LOS WIRE MASH KAWAT BENDRAT BEKISTING SCAFOLDING 170 CM CROSS BRACE U- HEAD BALOK 8/12 BALOK 6/12 KASO 5/7 POLYFILM 12 MM HORRY BEAM PAKU 5,7& 10

TOTAL KEBUTUHAN VOLUME SATUAN BESI Kg/ M3

1

NOVEMBER 2 3

4

6

DESEMBER 7 8

9

10

JANUARY 11 12

II

III BETON K 350 IV DINDING FAADE V NO I DINDING DALAM ZONE 2 BASEMENT 3 DIAMETER 25 MM DIAMETER 19 MM DIAMETER 16 MM DIAMETER 13 MM DIAMETER 10 MM DIAMETER 10 POLOS DIAMETER 8 P0LOS WIRE MASH KAWAT BENDRAT BEKISTING SCAFOLDING 170 CM CROSS BRACE U- HEAD BALOK 8/12 BALOK 6/12 KASO 5/7 POLYFILM 12 MM HORRY BEAM PAKU 5,7& 10 TOTAL KEBUTUHAN VOLUME SATUAN BESI Kg/ M3 NOVEMBER 2 3 DESEMBER 7 8 JANUARY 11 12

1

4

6

9

10

II

III BETON K 350 IV DINDING FAADE V DINDING DALAM

NO I

ZONE 3 BASEMENT 3 DIAMETER 25 MM DIAMETER 19 MM DIAMETER 16 MM DIAMETER 13 MM DIAMETER 10 MM DIAMETER 10 POLOS DIAMETER 8 P0LOS WIRE MASH KAWAT BENDRAT BEKISTING SCAFOLDING 170 CM CROSS BRACE


1

NOVEMBER 2 3

4

6

DESEMBER 7 8

9

10

JANUARY 11 12

II

U- HEAD BALOK 8/12 BALOK 6/12 KASO 5/7 POLYFILM 12 MM HORRY BEAM PAKU 5,7& 10 III BETON K 350 IV DINDING FAADE V DINDING DALAM

NO I



1

NOVEMBER 2 3

4

6

DESEMBER 7 8

9

10

JANUARY 11 12

II


NO I



1

NOVEMBER 2 3

4

6

DESEMBER 7 8

9

10

JANUARY 11 12

II


NO I



1

NOVEMBER 2 3

4

6

DESEMBER 7 8

9

10

JANUARY 11 12

II


NO I



1

NOVEMBER 2 3

4

6

DESEMBER 7 8

9

10

JANUARY 11 12

II


NO I

ZONE 4 BASEMENT 2 DIAMETER 25 MM DIAMETER 19 MM DIAMETER 16 MM DIAMETER 13 MM DIAMETER 10 MM DIAMETER 10 POLOS DIAMETER 8 P0LOS WIRE MASH KAWAT BENDRAT BEKISTING SCAFOLDING 170 CM


1

NOVEMBER 2 3

4

6

DESEMBER 7 8

9

10

JANUARY 11 12

II

CROSS BRACE U- HEAD BALOK 8/12 BALOK 6/12 KASO 5/7 POLYFILM 12 MM HORRY BEAM PAKU 5,7& 10 III BETON K 350 IV DINDING FAADE V DINDING DALAM

NO I



1

NOVEMBER 2 3

4

6

DESEMBER 7 8

9

10

JANUARY 11 12

II


NO I



1

NOVEMBER 2 3

4

6

DESEMBER 7 8

9

10

JANUARY 11 12

II


NO I



1

NOVEMBER 2 3

4

6

DESEMBER 7 8

9

10

JANUARY 11 12

II


NO I



1

NOVEMBER 2 3

4

6

DESEMBER 7 8

9

10

JANUARY 11 12

II


NO I

ZONE 1 LANTAI DASAR DIAMETER 25 MM DIAMETER 19 MM DIAMETER 16 MM DIAMETER 13 MM DIAMETER 10 MM DIAMETER 10 POLOS DIAMETER 8 P0LOS WIRE MASH KAWAT BENDRAT BEKISTING SCAFOLDING 170 CM


1

NOVEMBER 2 3

4

6

DESEMBER 7 8

9

10

JANUARY 11 12

II

CROSS BRACE U- HEAD BALOK 8/12 BALOK 6/12 KASO 5/7 POLYFILM 12 MM HORRY BEAM PAKU 5,7& 10 III BETON K 350 IV DINDING FAADE V DINDING DALAM

NO I

ZONE 2 LANTAI DASAR DIAMETER 25 MM DIAMETER 19 MM DIAMETER 16 MM DIAMETER 13 MM DIAMETER 10 MM DIAMETER 10 POLOS DIAMETER 8 P0LOS WIRE MASH KAWAT BENDRAT BEKISTING SCAFOLDING 170 CM CROSS BRACE U- HEAD BALOK 8/12 BALOK 6/12 KASO 5/7 POLYFILM 12 MM HORRY BEAM PAKU 5,7& 10


1

NOVEMBER 2 3

4

6

DESEMBER 7 8

9

10

JANUARY 11 12

II


NO I



1

NOVEMBER 2 3

4

6

DESEMBER 7 8

9

10

JANUARY 11 12

II


NO I



1

NOVEMBER 2 3

4

6

DESEMBER 7 8

9

10

JANUARY 11 12

II


NO I

ZONE 1 LANTAI DUA DIAMETER 25 MM DIAMETER 19 MM DIAMETER 16 MM DIAMETER 13 MM DIAMETER 10 MM DIAMETER 10 POLOS DIAMETER 8 P0LOS WIRE MASH KAWAT BENDRAT BEKISTING SCAFOLDING 170 CM CROSS BRACE U- HEAD BALOK 8/12 BALOK 6/12 KASO 5/7 POLYFILM 12 MM HORRY BEAM PAKU 5,7& 10

TOTAL KEBUTUHAN VOLUME SATUAN BESI Kg/ M3 12320.4 kg 6332.96 kg 718.236 4914.34 7343.29 68 kg kg kg Roll

1

NOVEMBER 2 3 12320 2533 287 2215 150 3 2877 8

4

5

DESEMBER 6 7 1900 215

8 2199 216

9

JANUARY 10 12

2202

2114 5

II

1,920 1,920 3,840 18.0 48.0 14.0 900.0 200.0 669.0 274.0 287.3 1156.96

Bh Bh Bh M3 M3 M3 Lbr Bh Kg M3 M2 M2

768 768 1536 7 19 6 360 80 267 109.6

5 270 60 200 82.2

3 270 60 202 82.2 287 1156


NO I

ZONE 2 LANTAI DUA DIAMETER 25 MM DIAMETER 19 MM DIAMETER 16 MM DIAMETER 13 MM DIAMETER 10 MM DIAMETER 10 POLOS DIAMETER 8 P0LOS WIRE MASH KAWAT BENDRAT BEKISTING


1

NOVEMBER 2 3

4

6

DESEMBER 7 8

9 7392 3799 430 2948 4405 40

10

JANUARY 11 12

II

SCAFOLDING 170 CM CROSS BRACE U- HEAD BALOK 8/12 BALOK 6/12 KASO 5/7 POLYFILM 12 MM HORRY BEAM PAKU 5,7& 10 III BETON K 350 IV DINDING FAADE V DINDING DALAM

1,920 1,920 3,840 18.0 48.0 14.0 900.0 200.0 669.0 274.0 287.3 1156.96


1152 1152 2304 10 28 8 540 120 401 164 287.3 1156

NO I



1

NOVEMBER 2 3

4

6

DESEMBER 7 8 7392 2199 216

9

10

JANUARY 11 12

2114 17

II

1,920 1,920 3,840 18.0 48.0 14.0 900.0 200.0 669.0 274.0 287.3 1156.96


3 270 60 202 82.2 287 1156


NO I



1

NOVEMBER 2 3

4

6

DESEMBER 7 8

9

10

JANUARY 11 12

II

1,920 1,920 3,840 18.0 48.0 14.0 900.0 200.0 669.0 274.0 287.3 1156.96



NO I

ZONE 1 LANTAI TIGA DIAMETER 25 MM DIAMETER 19 MM DIAMETER 16 MM DIAMETER 13 MM DIAMETER 10 MM DIAMETER 10 POLOS DIAMETER 8 P0LOS WIRE MASH KAWAT BENDRAT BEKISTING SCAFOLDING 170 CM CROSS BRACE U- HEAD BALOK 8/12 BALOK 6/12 KASO 5/7 POLYFILM 12 MM HORRY BEAM PAKU 5,7& 10


1

NOVEMBER 2 3

4

6

DESEMBER 7 8

9

10

JANUARY 11 12

II


NO I



1

NOVEMBER 2 3

4

6

DESEMBER 7 8

9

10

JANUARY 11 12

II


NO I

ZONE 3 LANTAI TIGA DIAMETER 25 MM DIAMETER 19 MM DIAMETER 16 MM DIAMETER 13 MM DIAMETER 10 MM DIAMETER 10 POLOS DIAMETER 8 P0LOS WIRE MASH KAWAT BENDRAT BEKISTING


1

NOVEMBER 2 3

4

6

DESEMBER 7 8

9

10

JANUARY 11 12

II


NO I



1

NOVEMBER 2 3

4

6

DESEMBER 7 8

9

10

JANUARY 11 12

II


NO I

ZONE 1 LANTAI EMPAT DIAMETER 25 MM DIAMETER 19 MM DIAMETER 16 MM DIAMETER 13 MM DIAMETER 10 MM DIAMETER 10 POLOS DIAMETER 8 P0LOS WIRE MASH KAWAT BENDRAT BEKISTING SCAFOLDING 170 CM CROSS BRACE U- HEAD BALOK 8/12 BALOK 6/12 KASO 5/7 POLYFILM 12 MM HORRY BEAM PAKU 5,7& 10


1

NOVEMBER 2 3

4

6

DESEMBER 7 8

9

10

JANUARY 11 12

II


NO I



1

NOVEMBER 2 3

4

6

DESEMBER 7 8

9

10

JANUARY 11 12

II


NO I



1

NOVEMBER 2 3

4

6

DESEMBER 7 8

9

10

JANUARY 11 12

II


NO I

ZONE 4 LANTAI EMPAT DIAMETER 25 MM DIAMETER 19 MM DIAMETER 16 MM DIAMETER 13 MM DIAMETER 10 MM DIAMETER 10 POLOS DIAMETER 8 P0LOS WIRE MASH KAWAT BENDRAT BEKISTING


1

NOVEMBER 2 3

4

6

DESEMBER 7 8

9

10

JANUARY 11 12

II


NO I

ZONE 1 LANTAI LIMA DIAMETER 25 MM DIAMETER 19 MM DIAMETER 16 MM DIAMETER 13 MM DIAMETER 10 MM DIAMETER 10 POLOS DIAMETER 8 P0LOS WIRE MASH KAWAT BENDRAT BEKISTING SCAFOLDING 170 CM CROSS BRACE U- HEAD BALOK 8/12 BALOK 6/12 KASO 5/7 POLYFILM 12 MM HORRY BEAM PAKU 5,7& 10


1

NOVEMBER 2 3

4

6

DESEMBER 7 8

9

10

JANUARY 11 12

II


NO I



1

NOVEMBER 2 3

4

6

DESEMBER 7 8

9

10

JANUARY 11 12

II


NO I



1

NOVEMBER 2 3

4

6

DESEMBER 7 8

9

10

JANUARY 11 12

II


NO I



1

NOVEMBER 2 3

4

6

DESEMBER 7 8

9

10

JANUARY 11 12

II


NO I

ZONE 1 LANTAI ENAM DIAMETER 25 MM DIAMETER 19 MM DIAMETER 16 MM DIAMETER 13 MM DIAMETER 10 MM DIAMETER 10 POLOS DIAMETER 8 P0LOS WIRE MASH KAWAT BENDRAT BEKISTING


1

NOVEMBER 2 3

4

6

DESEMBER 7 8

9

10

JANUARY 11 12

II


NO I

ZONE 2 LANTAI ENAM DIAMETER 25 MM DIAMETER 19 MM DIAMETER 16 MM DIAMETER 13 MM DIAMETER 10 MM DIAMETER 10 POLOS DIAMETER 8 P0LOS WIRE MASH KAWAT BENDRAT BEKISTING SCAFOLDING 170 CM CROSS BRACE U- HEAD BALOK 8/12 BALOK 6/12 KASO 5/7 POLYFILM 12 MM HORRY BEAM PAKU 5,7& 10


1

NOVEMBER 2 3

4

6

DESEMBER 7 8

9

10

JANUARY 11 12

II


NO I



1

NOVEMBER 2 3

4

6

DESEMBER 7 8

9

10

JANUARY 11 12

II


NO I



1

NOVEMBER 2 3

4

6

DESEMBER 7 8

9

10

JANUARY 11 12

II


13

14

FEBRUARY 15 16

17

19

MARET 20 21

22

23

24

APRIL 25

26

13

14

FEBRUARY 15 16

17

MARET 19 20

APRIL 21 22 23

13

14

FEBRUARY 15 16

17

MARET 19 20

APRIL 21 22 23

13

14

FEBRUARY 15 16

17

MARET 19 20

APRIL 21 22 23

13

14

FEBRUARY 15 16

17

MARET 19 20

21

22

23

APRIL 24

13

14

FEBRUARY 15 16

17

MARET 19 20

APRIL 21 22 23

13

14

FEBRUARY 15 16

17

MARET 19 20

APRIL 21 22 23

13

14

FEBRUARY 15 16

17

MARET 19 20

APRIL 21 22 23

13

14

FEBRUARY 15 16

17

MARET 19 20

21

22

23

APRIL 24

13

14

FEBRUARY 15 16

17

MARET 19 20

APRIL 21 22 23

13

14

FEBRUARY 15 16

17

MARET 19 20

APRIL 21 22 23

13

14

FEBRUARY 15 16

17

MARET 19 20

APRIL 21 22 23

13

14

FEBRUARY 15 16

17

MARET 19 20

21

22

23

APRIL 24

13

14

FEBRUARY 15 16

17

MARET 19 20

APRIL 21 22 23

13

14

FEBRUARY 15 16

17

MARET 19 20

APRIL 21 22 23

13

14

FEBRUARY 15 16

17

MARET 19 20

APRIL 21 22 23

13

14

FEBRUARY 15 16

17

MARET 19 20

21

22

23

APRIL 24

13

14

FEBRUARY 15 16

17

MARET 19 20

APRIL 21 22 23

13

14

FEBRUARY 15 16

17

MARET 19 20

APRIL 21 22 23

13

14

FEBRUARY 15 16

17 12320 6332 718 4914 7343 68

MARET 19 20

APRIL 21 22 23

274 287.3 1156

13

14

FEBRUARY 15 16

17

MARET 19 20

21

22

23

APRIL 24

13

14

FEBRUARY 15 16

17

MARET 19 20

APRIL 21 22 23

13

14

FEBRUARY 15 16

17

MARET 19 20

APRIL 21 22 23

13

14

FEBRUARY 15 16

17

MARET 19 20

APRIL 21 22 23

13

14

FEBRUARY 15 16

17

MARET 19 20

21

22

23

APRIL 24

13

14

FEBRUARY 15 16

17

MARET 19 20

APRIL 21 22 23

13

14

FEBRUARY 15 16

17

MARET 19 20

APRIL 21 22 23

13

14

FEBRUARY 15 16

17

MARET 19 20

APRIL 21 22 23

13

14

FEBRUARY 15 16

17

MARET 19 20

21

22

23

APRIL 24

13

14

FEBRUARY 15 16

17

MARET 19 20

APRIL 21 22 23

13

14

FEBRUARY 15 16

17

MARET 19 20

APRIL 21 22 23

13

14

FEBRUARY 15 16

17

MARET 19 20

APRIL 21 22 23

13

14

FEBRUARY 15 16

17

MARET 19 20

21

22

23

APRIL 24

13

14

FEBRUARY 15 16

17

MARET 19 20

APRIL 21 22 23

13

14

FEBRUARY 15 16

17

MARET 19 20

APRIL 21 22 23

13

14

FEBRUARY 15 16

17

MARET 19 20

APRIL 21 22 23

SCHEDULENO I JENIS PEKERJAAN DIAMETER 25 MM DIAMETER 22 MM DIAMETER 19 MM DIAMETER 16 MM DIAMETER 13 MM DIAMETER 10 MM DIAMETER 10 POLOS DIAMETER 8 P0LOS WIRE MASH KAWAT BENDRAT BEKISTING SCAFOLDING 170 CM CROSS BRACE U- HEAD BALOK 8/12 BALOK 6/12 KASO 5/7 POLYFILM 12 MM HORRY BEAM PAKU 5,7& 10 BETON K 350 DINDING FAADE DINDING DALAM TOTAL KEBUTUHAN BESI 314,160.00 859,344.00 2,563,776.00 2,563,776.00 208,366.60 2,367,360.00 1,578,240.00 1,515,100.00 3,200.00 11,200.00 VOLUME 14,525,815.92 30,769,671.26 68,468,201.86 48,552,789.89 2,604,999.23 17,513,729.28 11,675,819.52 7,172,483.40 19,200.00 67,200.00 SATUAN Kg/ M3 Kg Kg Kg Kg Kg Kg Kg Kg Lbr Roll MG 1 15,708.0 42,967.2 128,188.8 128,778.4 10,418.3 118,368.0 78,912.0 75,755.0 160.0 560.0 NOVEMBER MG 2 15,708.0 42,967.2 128,188.8 128,778.4 10,418.3 118,368.0 78,912.0 75,755.0 160.0 560.0 MG 3 15,708.0 42,967.2 128,188.8 128,778.4 10,418.3 118,368.0 78,912.0 75,755.0 160.0 560.0 MG 4 15,708.0 42,967.2 128,188.8 128,778.4 10,418.3 118,368.0 78,912.0 75,755.0 160.0 560.0 6 15,708.0 42,967.2 128,188.8 128,778.4 10,418.3 118,368.0 78,912.0 75,755.0 160.0 560.0 7 15,708.0 42,967.2 128,188.8 128,778.4 10,418.3 118,368.0 78,912.0 75,755.0 160.0 560.0 DESEMBER 8 9 15,708.0 15,708.0 42,967.2 42,967.2 128,188.8 128,188.8 128,778.4 128,778.4 10,418.3 10,418.3 118,368.0 118,368.0 78,912.0 78,912.0 75,755.0 75,755.0 160.0 160.0 560.0 560.0

MATERIAL10 15,708.0 42,967.2 128,188.8 128,778.4 10,418.3 118,368.0 78,912.0 75,755.0 160.0 560.0 11 15,708.0 42,967.2 128,188.8 128,778.4 10,418.3 118,368.0 78,912.0 75,755.0 160.0 560.0

II

10,240.00 10,240.00 20,480.00 96.00 256.00 72.00 4,800.00 1,056.00 128.00 4,384.00 4,608.00 18,511.36

10,240.00 10,240.00 20,480.00 96.00 256.00 72.00 4,800.00 1,066.67 768.00

Bh Bh Bh M3 M3 M3 Lbr Bh Kg M3

640.00 640.00 1,280.00 6.00 16.00 4.50 300.00 66.00 8.00 274.00 288.00 1156.96

640.00 640.00 1,280.00 6.00 16.00 4.50 300.00 66.00 8.00 274.00 288.00 1156.96

640.00 640.00 1,280.00 6.00 16.00 4.50 300.00 66.00 8.00 274.00 288.00 1156.96

640.00 640.00 1,280.00 6.00 16.00 4.50 300.00 66.00 8.00 274.00 288.00 1156.96

640.00 640.00 1,280.00 6.00 16.00 4.50 300.00 66.00 8.00 274.00 288.00 1156.96

640.00 640.00 1,280.00 6.00 16.00 4.50 300.00 66.00 8.00 274.00 288.00 1156.96

640.00 640.00 1,280.00 6.00 16.00 4.50 300.00 66.00 8.00 274.00 288.00 1156.96

640.00 640.00 1,280.00 6.00 16.00 4.50 300.00 66.00 8.00 274.00 288.00 1156.96

640.00 640.00 1,280.00 6.00 16.00 4.50 300.00 66.00 8.00 274.00 288.00 1156.96

640.00 640.00 1,280.00 6.00 16.00 4.50 300.00 66.00 8.00 274.00 288.00 1156.96

III IV V

1,152.00 4,627.84

M2 M2

12 15,708.0 42,967.2 128,188.8 128,778.4 10,418.3 118,368.0 78,912.0 75,755.0 160.0 560.0

13 15,708.0 42,967.2 128,188.8 128,778.4 10,418.3 118,368.0 78,912.0 75,755.0 160.0 560.0

14 15,708.0 42,967.2 128,188.8 128,778.4 10,418.3 118,368.0 78,912.0 75,755.0 160.0 560.0

15 15,708.0 42,967.2 128,188.8 128,778.4 10,418.3 118,368.0 78,912.0 75,755.0 160.0 560.0

FEB 16 17 15,708.0 15,708.0 42,967.2 42,967.2 128,188.8 128,188.8 128,778.4 128,778.4 10,418.3 10,418.3 118,368.0 118,368.0 78,912.0 78,912.0 75,755.0 75,755.0 160.0 160.0 560.0 560.0

18 15,708.0 42,967.2 128,188.8 128,778.4 10,418.3 118,368.0 78,912.0 75,755.0 160.0 560.0

MARET 19 15,708.0 42,967.2 128,188.8 128,778.4 10,418.3 118,368.0 78,912.0 75,755.0 160.0 560.0

20 15,708.0 42,967.2 128,188.8 128,778.4 10,418.3 118,368.0 78,912.0 75,755.0 160.0 560.0

21 15,708.0 42,967.2 128,188.8 128,778.4 10,418.3 118,368.0 78,912.0 75,755.0 160.0 560.0

640.00 640.00 1,280.00 6.00 16.00 4.50 300.00 66.00 8.00 274.00 288.00 1156.96

640.00 640.00 1,280.00 6.00 16.00 4.50 300.00 66.00 8.00 274.00 288.00 1156.96

640.00 640.00 1,280.00 6.00 16.00 4.50 300.00 66.00 8.00 274.00 288.00 1156.96

640.00 640.00 1,280.00 6.00 16.00 4.50 300.00 66.00 8.00 274.00 288.00 1156.96

640.00 640.00 1,280.00 6.00 16.00 4.50 300.00 66.00 8.00 274.00 288.00 1156.96

640.00 640.00 1,280.00 6.00 16.00 4.50 300.00 66.00 8.00 274.00 288.00 1156.96

SCHEDULE MATERIALSATU TOWER NO I JENIS PEKERJAAN DIAMETER 25 MM DIAMETER 22 MM DIAMETER 19 MM DIAMETER 16 MM DIAMETER 13 MM DIAMETER 10 MM DIAMETER 10 MM DIAMETER 8 P0LOS WIRE MASH KAWAT BENDRAT BEKISTING SCAFOLDING 170 CM CROSS BRACE U- HEAD BALOK 8/12 BALOK 6/12 KASO 5/7 POLYFILM 12 MM HORRY BEAM PAKU 5,7& 10 BETON K 350 Btg 225.00 50.00 240.00 60.00 300.00 365.00 792.00 80.00 37.00 Kg 10,423.00 1,814.17 6,409.00 750.00 2,219.00 365.00 3,749.00 750.00 SATUAN M3 Bh M2 Btg 900.00 200.00 960.00 240.00 1,200.00 1,460.00 3,168.00 320.00 148.00 SATU LANTAI PENUH SATUAN Kg M3 Bh 41,613.30 7,161.20 25,637.76 3,000.48 8,877.60 10,801.08 14,997.31

M2

II

640.00 640.00 1,280.00 6.00 16.00 5.00 300.00 67.00 220.00 274.00 288.00 1,156.00 1,096.00 24.00 64.00 20.00

2,560.00 2,560.00 5,120.00

1,200.00 268.00

III

IV DINDING FAADE V DINDING DALAM

1,152.00 4,624.00

Kebutuhan Bahan Untuk Pemasangan dinding dalam1 2 3 4 5 URAIAN PEKERJAAN Pasangan Bata Ringan Basement 3 Pasangan Bata Ringan Basement 2 Pasangan Bata Ringan Basement 1 Pasangan Bata Ringan Lantai Dasar Pasangan bata Ringan Tower VOLUME Bata Ringan 1,608.97 2,519.91 1,864.39 2,665.31 1,156.96 Total 1 Mortar untuk pemasangan Bata ringan 8,658.58 87,928.96 146.27 229.08 169.49 242.30 105.18 787.14 8,780.69 M3 757.53 7,692.82 8,450.35 Kg 211.26 Zak 76 7,993.54 7,993.54

No

2 Mortar untuk Plesteran tebal 10 mm dua muka Plesteran satu muka Plesteran Dua muka 3 Mortar Utama (Type 380) 4 mortar untuk Acian tebal 1.5 mm (type Bond & Plester )

8,658.58 87,928.96 96,587.54 M2 193,175.08 M2 11,588.19 Kg 289.70 Zak 193,175.08 M2 96,587.54 Kg 2,414.69 Zak

1 2 3 4

Bata Ringan Mortar Utama untuk Pasangan ( Type MU 380 ) Mortar Utama untuk Plesteran ( Type MU 380 ) Mortar Untuk Acian Untuk 1 zak = 40 Kg

8,780.79 211.16 289.70 2,414.69

M3 Zak Zak Zak

KEBUTUHAN MATERIAL PEMBUATAN KANTOR DINDING SATU TRIPLEK 6 MM NO PANJANG TINGGI KASO 5/7 TRIPLEK 6 MM PINTU 1 5.00 2.40 5.00 3.00 8.00 4.167 2 8.20 2.40 8.20 4.20 12.40 6.20 2.40 8.60 6.00 3.00 9.00 6.20 4.20 10.40 1.50 3.60 5.10 4.00 3.00 7.00 3.35 2.40 5.75 3.87 2.40 6.27

JENDELA

KASO 5/7

1.0

16.0

6.833

3.0

12.4

3

6.20

2.40

5.167

8.6

4

6.00

2.40

5.000

3.0

9.0

5

6.20

2.40

5.167

3.0

10.4

6

1.50

2.40

1.250

2.0

5.1

7

4.00

2.40

3.333

2.0

7.0

8

3.35

2.40

2.792

2.0

5.8

9

3.87

2.40

3.228 36.937

2.0

6.3 80.5

1

7.05

2.40

7.05 3.60 10.65 5.50 3.60 9.10 18.2 4.60 3.00 7.60 6.10 5.40 11.50 3.75 2.40 6.15 1.40 1.20 2.60 2.50 1.80 4.30 4.40 3.00 7.40 5.00 4.20 9.20

5.875

11.750

10.7

2

5.50

2.40

4.583

9.167 18.33

2.0

9.1

3

4.60

2.40

3.833

7.667

7.6

4

6.10

2.40

5.083

10.167

11.5

5

3.75

2.40

3.125

6.250

6.2

6

1.40

2.40

1.167

2.333

2.6

7

2.50

2.40

2.083

4.167

4.3

8

4.40

2.40

3.667

7.333

7.4

9

5.00

2.40

4.167

8.333

9.2

76.333

59.4

1 bata merah 2 bata merah

825 1660 2485 1 2 3 4 pintu PVC 2 closet jongk 2 full drain 2 luas lantai 11.00 M2 jendela besar jendela kecil Pintu pintu 1 10 3 8 1

1 2 3 4

pintu PVC 1 closet duduk 1 full drain 1 luas lantai 2.19 M2

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43

PERHITUNGAN DINDING FAADE KODE FAADE M1 JUMLAH FC 1 13.2 7 FC 1A 13.2 7 FC 2 12.62 3 FC 2A 12.62 2 FC 3 13.02 3 FC 3A 13.02 2 FC2-1 12.42 2 FC3-1 13.32 2 FC 5 10.84 1 FC5 10.84 1 FC6 14.43 1 FC6 A 14.43 1 FC6 -1 14.43 1 FC6- 1A 14.43 1 FC7 13.38 1 FC 7A-1 13.38 1 FC8 9.55 1 FC8A 9.55 1 FC 9 12.12 1 FC9A 12.12 1 FC 11 12.12 1 FC11A 12.12 1 FC12 12.9 1 FC 12 A 12.9 1 FC 13 13.91 1 FC 13-1 13.91 1 FC 14 14.37 1 FC14-1 14.37 1 FC 15 15.6 1 FC-15-1 15.6 1 FC 16 13.54 1 FC 16 A 13.54 1 FC 17 12.2 FC 17A 12.2 1 FC 17-1 12.2 1 FC 18 12.08 1 FC 18A 12.08 FC19 11.68 FC 19-1 11.68 1 FC 20 18.74 FC 20 -A 18.74 1 FC 21 12.21 FC 21A 12.21 1 JUMLAH

M1 92.4 92.4 37.86 25.24 39.06 26.04 24.84 26.64 10.84 10.84 14.43 14.43 14.43 14.43 13.38 13.38 9.55 9.55 12.12 12.12 12.12 12.12 12.9 12.9 13.91 13.91 14.37 14.37 15.6 15.6 13.54 13.54 12.2 12.2 12.08

11.68 18.74 12.21 757.97

M1

4

20

60637.6

NO 1 2 3 4 5 6 7

RENCANA PEMASANGAN EMBEDATE PADA LANTAI DAN BALOK 1200X800X80 TYPE FAADE UNIT NO TYPE FAADE UNIT F6 4 1 F6A 4 F3A 4 2 F3 4 F2A 4 3 F2 4 F3A 4 4 F3 4 F2A 4 5 F2 4 F7 4 6 F7A 4 F8 4 7 F8 A 4 DALAM SLT 28 DALAM SISI UTR 28

NO 1 2 3 4

TYPE FAADE F12 F20 F21 F12 TENGGAH

UNIT 4 4 4 4 16

NO TYPE FAADE UNIT 1 F6A 4 2 F3 4 3 F2 4 4 F3 4 5 F2 4 6 F3 4 7 F2 4 8 F1 4 9 F1A 4 10 F5 4 SISI LUAR UTR 40

NO 1 2 3 4 5 6 7 8 9 10 11

TYPE FAADE UNIT F6 4 F9 4 F17 4 F13 4 F15 4 F13 4 F14 4 F13 4 F16 4 F18 4 F5A 4 SISI LUAR SLT 44

NO TYPE FAADE UNIT 1 F11A 4 2 F1 4 3 F1A 4 4 F1 4 5 F1A 4 6 F9A 4 7 F9 4 8 F1 4 9 F1A 4 10 F1 4 11 F1A 4 12 F1 4 13 F1A 4 14 F11 4 SISI LUAR BRT 56

JUMLAH

53 X4X12

2544 10176

TOWER 4 TOWER

Brick Down 10 %

Documents

Transcript of Brick Down 10 %