GRAN RUBINA OFFICE TOWERTAKING OF MEASUREMENT

TANGGAL : 04 SEPTEMBER 2012

Pile Cap Pile Cap Pile Cap Lebar Panjang Tinggi Luas Slab

No. tType Size Nr. ( m ) ( m ) ( m ) ( m2 ) ( m )

1 PC1 1600 X 1600 26 1.60 1.60 1.20 2.56 0.25

1 PC1 1600 X 1600 5 1.60 1.60 1.20 2.56 0.20

2 PC1A 2400 X 1600 1 2.40 1.60 1.20 3.84 0.25

3 PC2 4000 X 1600 24 4.00 1.60 2.00 6.40 -

4 PC3 4000,3678,924 4 4.00 3.68 2.00 10.62 - 2000,1839,599 1.02 0.92

5 PC5 5757 X 4000 2 5.76 4.00 2.00 23.03 -

6 PC5A 5798 X 4000 1 5.98 4.00 2.00 23.91 -

7 PC6 6400 X 4000 5 6.40 4.00 2.00 25.60 -

8 PC6A 6300 X 4000 2 6.30 4.00 2.00 25.20 -

9 PC7 6648,5757,3324 7 6.65 5.76 2.00 28.70 - 3.32 3.32

Total 77

Total Volume Rebar = 144,488.57 kg

Total Volume Formwork = 1,527.71 m2

Total Volume Concrete = 1,370.41 m3

Rasio = 105.43 kg/m3

10 PC Tower 45860 x 16000 1 45.86 16.00 2.00 733.76 -

pengurangan beton akibat berpotongan dengan sloef

3.85 2.98 5.19 6.31

Form Vol. Vol. Rebar ( kg )

work Conrete Horizontal Vertikal ( m2 ) ( m3 ) Dia atas Dia bawah Dia atas

158.08 63.23 - 2,443.11 -

32.00 12.80 - 469.83 -

7.60 3.65 - 114.19 -

537.60 307.20 16.00 2,679.88 16,073.67 1,337.60

104.85 84.93 125.63 857.01 116.24 207.67 1,777.41 232.17

78.06 92.11 780.39 4,982.72 529.54 414.27 2,610.85 278.47

39.91 47.82 16 414.14 32 2,612.95 278.47

208.00 256.00 2,154.17 16,054.50 1,116.62

82.40 100.80 849.03 6,360.20 446.65

279.22 401.86 2,351.67 18,859.13 1,821.28 1,018.03 4,067.60 961.71

1,527.71 1,370.41 10,994.88 77,283.17 7,118.73

105.43

5.49

247.44 1,467.52 166,931.37

Vol. Rebar Lean Compacted

Excavating ( kg ) Vertikal Pgg extra Concrete Sand

Dia bawah Dia ( m2 ) ( m3 ) ( m3 ) ( m3 )

1,785.83 347.43 66.56 6.66 101.09

343.43 66.81 12.80 1.28 19.44

103.03 16.70 3.84 0.38 5.62

14,033.25 1,121.56 153.60 15.36 362.88

1,174.71 160.20 42.47 4.25 97.67 2,036.29

2,761.64 162.77 46.06 4.61 100.08 1,452.24 83.23 23.91 2.39 51.90 1,452.24 83.23 23.91 2.39 51.90

9,886.80 433.72 128.00 12.80 277.20

3,954.72 171.82 50.40 5.04 109.20

4,048.12 573.31 200.93 20.09 462.14 2,838.72

45,871.02 3,220.77 - 752.48 75.25 1,639.10 -

669.28

733.76 73.38 1,492.34

urug kembali

Bore Vol. Rebar Pile ( kg )

D13 D16 D19 D22 D25 D29 D32

26.00 347.43 4,228.94

5.00 66.81 813.26

1.00 16.70 217.22

48.00 2,459.16 2,679.88 14,033.25 16,073.67

12.00 841.90 5,845.42

10.00 692.31 780.39 2,761.64 4,982.72 5.00 361.69 414.27 1,452.24 2,610.85

5.00 361.69 414.14 1,452.24 2,612.95

30.00 433.72 3,270.79 25,941.30

12.00 171.82 1,295.68 10,314.92

49.00 573.31 6,152.68 6,886.84 22,926.73

203.00 6,326.55 20,267.25 6,886.84 5,666.12 56,134.89 16,073.67 33,133.26 2842

144,488.57

122 7,376.62 6,853.73 93,671.79 1,751.28 57,277.95

35,245.96 1,468.58

6,687.32 1,671.83

9,217.06 4,608.53

4,841.02 4,841.02 4865.4

29,645.81 5,929.16

11,782.42 5,891.21

36,539.56 5,219.94

PlatD

TipeDimensi jml

ℓx (m) ℓy (m) T btg

PC lapis bwah 45.86 16.00 2.00

menerus lapis 1 HORIZONTAL 25 0.200 80 48.86 menerus lapis 2 VERTIKAL 25 0.200 229 17.00

8.67 16.00 B HORIZONTAL 22 0.200 80 8.67

18.00 16.00 C HORIZONTAL 25 0.200 80 18.00 E VERTIKAL 32 0.200 90 16.00

18.00 16.00 C HORIZONTAL 25 0.200 80 23.12 E VERTIKAL 32 0.200 90 16.00

7.67 16.00 C VERTIKAL 25 0.200 38 16.00

6.40 2.00 A HORIZONTAL 19 0.400 5 11.52

6.40 5.60 E HORIZONTAL 32 0.200 28 11.52

6.40 12.00 E HORIZONTAL 32 0.200 60 11.52

2.50 10.40 A HORIZONTAL 19 0.400 26 7.62

6.40 5.60 E HORIZONTAL 32 0.200 28 11.52

6.40 2.00 A HORIZONTAL 19 0.400 5 11.52

4.20 16.00 A HORIZONTAL 19 0.400 40 9.32

4.80 2.00 A HORIZONTAL 19 0.400 5 9.92

4.80 5.60 E HORIZONTAL 32 0.200 28 9.92

4.80 12.00 C HORIZONTAL 25 0.200 60 9.92

4.80 5.60 E HORIZONTAL 32 0.200 28 9.92

4.80 2.00 A HORIZONTAL 19 0.400 5 9.92

4.80 2.00

Posisi Tulangan

space (m) Bentang

pendek

A HORIZONTAL 19 0.400 5 9.92 4.80 5.60

A HORIZONTAL 19 0.400 14 9.92 4.80 12.00

C HORIZONTAL 25 0.200 60 9.92 4.80 5.60

D HORIZONTAL 29 0.400 14 9.92 4.80 2.00

A HORIZONTAL 19 0.400 5 9.92 4.20 16.00

A HORIZONTAL 19 0.400 40 9.32 5.45 3.20

D HORIZONTAL 29 0.400 8 10.57 5.45 3.20

D HORIZONTAL 29 0.400 8 10.57 6.40 2.00

A HORIZONTAL 19 0.400 5 11.52 7.90 5.60

E HORIZONTAL 32 0.200 28 13.02 7.90 12.00

E HORIZONTAL 32 0.200 60 13.02 7.90 5.60

E HORIZONTAL 32 0.200 28 13.02 7.90 2.00

A HORIZONTAL 19 0.400 5 13.02 2.54 12.00

A HORIZONTAL 19 0.400 30 7.66 1.90 10.40

C VERTIKAL 25 0.200 10 10.40 6.50 13.60

E VERTIKAL 32 0.200 33 13.60 5.60 2.00

A VERTIKAL 19 0.400 14 2.00 5.60 2.00

A VERTIKAL 19 0.400 14 2.00 3.20 12.00

C VERTIKAL 25 0.200 16 12.00 4.80 2.00

A VERTIKAL 19 0.400 12 2.00 4.80 4.00

E VERTIKAL 32 0.200 24 4.00 4.80 4.00

E VERTIKAL 32 0.200 24 4.00 4.80 2.00

A VERTIKAL 19 0.400 12 2.00

4.80 13.60 E VERTIKAL 32 0.200 24 13.60

4.80 2.00 A VERTIKAL 19 0.400 12 2.00

4.80 4.00 E VERTIKAL 32 0.200 24 4.00

4.80 4.00 E VERTIKAL 32 0.200 24 4.00

4.80 2.00 A VERTIKAL 19 0.400 12 2.00

5.45 4.20 E VERTIKAL 32 0.200 27 4.20

5.45 4.20 E VERTIKAL 32 0.200 27 4.20

5.60 2.00 A VERTIKAL 19 0.400 14 2.00

7.78 13.60 E VERTIKAL 32 0.200 39 13.60

5.60 2.00 A VERTIKAL 19 0.400 14 2.00

1.90 10.40 C VERTIKAL 25 0.200 10 10.40

45.86 16.00 2.00 menerus lapis 1 HORIZONTAL 25 0.200 80 48.86 menerus lapis 2 VERTIKAL 25 0.200 229 17.00

5.60 5.90 1 HORIZONTAL 19 0.400 15 5.60

5.60 5.90 1 HORIZONTAL 19 0.400 15 5.60

4.80 5.90 2 HORIZONTAL 22 0.200 30 4.80

4.80 5.90 2 HORIZONTAL 22 0.200 30 4.80

8.67 4.40 3 HORIZONTAL 25 0.200 22 8.67

8.67 7.20 1 HORIZONTAL 19 0.400 18 8.67

8.67 4.40 3 HORIZONTAL 25 0.200 22 8.67

4.80 5.90 2 HORIZONTAL 22 0.200 30 4.80

4.80 5.90 2 HORIZONTAL 22 0.200 30 4.80

8.43 7.50 1 HORIZONTAL 19 0.400 19 8.43

5.60 5.90 1 HORIZONTAL 19 0.400 15 5.60

5.60 5.90 1 HORIZONTAL 19 0.400 15 5.60

5.60 13.60 1 VERTIKAL 19 0.400 14 13.60

6.40 13.60 2 VERTIKAL 22 0.200 32 13.60

6.40 13.60 2 VERTIKAL 22 0.200 32 13.60

6.83 7.50 1 VERTIKAL 19 0.400 17 7.50

5.60 13.60 1 VERTIKAL 19 0.400 14 13.60

JUMLAHBeton 1,467.52 m3 Rasio/m3 113.8 5.12Besi 166,931.37 kgAcuan 247.44 m2

Length (m) Weight (Kg)

D19 D22 D25 D29

3,908.80 304.00 3.853 16,232.45 - - 16,232.45 - 3,893.00 870.20 3.853 18,353.21 - - 18,353.21 -

- 693.60 50.86 2.984 2,221.38 - 2,221.38 - -

- 1,440.00 120.00 3.853 6,010.88 - - 6,010.88 - 1,440.00 153.60 6.313 10,060.33 - - - -

- 1,849.60 154.13 3.853 7,720.64 - - 7,720.64 - 1,440.00 153.60 6.313 10,060.33 - - - -

- 608.00 50.67 3.853 2,537.93 - - 2,537.93 -

- 57.60 3.65 2.226 136.31 136.31 - - -

- 322.56 34.41 6.313 2,253.51 - - - -

- 691.20 73.73 6.313 4,828.96 - - - -

- 198.12 12.55 2.226 468.85 468.85 - - -

- 322.56 34.41 6.313 2,253.51 - - - -

- 57.60 3.65 2.226 136.31 136.31 - - -

- 372.80 23.61 2.226 882.24 882.24 - - -

- 49.60 3.14 2.226 117.38 117.38 - - -

- 277.76 29.63 6.313 1,940.53 - - - -

- 595.20 49.60 3.853 2,484.50 - - 2,484.50 -

- 277.76 29.63 6.313 1,940.53 - - - -

- 49.60 3.14 2.226 117.38 117.38 - - -

-

Unit Weight (Kg/m')

49.60 3.14 2.226 117.38 117.38 - - - -

138.88 8.80 2.226 328.66 328.66 - - - -

595.20 49.60 3.853 2,484.50 - - 2,484.50 - -

138.88 13.43 5.185 789.67 - - - 789.67 -

49.60 3.14 2.226 117.38 117.38 - - - -

372.80 23.61 2.226 882.24 882.24 - - - -

84.56 8.17 5.185 480.80 - - - 480.80 -

84.56 8.17 5.185 480.80 - - - 480.80 -

57.60 3.65 2.226 136.31 136.31 - - - -

364.56 38.89 6.313 2,546.94 - - - - -

781.20 83.33 6.313 5,457.73 - - - - -

364.56 38.89 6.313 2,546.94 - - - - -

65.10 4.12 2.226 154.06 154.06 - - - -

229.65 14.54 2.226 543.47 543.47 - - - -

104.00 8.67 3.853 434.12 - - 434.12 - -

448.80 47.87 6.313 3,135.47 - - - - -

28.00 1.77 2.226 66.26 66.26 - - - -

28.00 1.77 2.226 66.26 66.26 - - - -

192.00 16.00 3.853 801.45 - - 801.45 - -

24.00 1.52 2.226 56.80 56.80 - - - -

96.00 10.24 6.313 670.69 - - - - -

96.00 10.24 6.313 670.69 - - - - -

24.00 1.52 2.226 56.80 56.80 - - -

- 326.40 34.82 6.313 2,280.34 - - - -

- 24.00 1.52 2.226 56.80 56.80 - - -

- 96.00 10.24 6.313 670.69 - - - -

- 96.00 10.24 6.313 670.69 - - - -

- 24.00 1.52 2.226 56.80 56.80 - - -

- 113.40 12.10 6.313 792.25 - - - -

- 113.40 12.10 6.313 792.25 - - - -

- 28.00 1.77 2.226 66.26 66.26 - - -

- 530.40 56.58 6.313 3,705.56 - - - -

- 28.00 1.77 2.226 66.26 66.26 - - -

- - - - 104.00 8.67 3.853 434.12 - - 434.12 -

- - -

3,908.80 304.00 3.853 16,232.45 - - 16,232.45 - 3,893.00 870.20 3.853 18,353.21 - - 18,353.21 -

- 84.00 5.32 2.226 198.79 198.79 - - -

- - - - 84.00 5.32 2.226 198.79 198.79 - - -

- - - - 144.00 10.56 2.984 461.19 - 461.19 - -

- - - - 144.00 10.56 2.984 461.19 - 461.19 - -

- - - - 190.74 15.90 3.853 796.19 - - 796.19 -

- - - - 156.06 9.88 2.226 369.32 369.32 - - -

- - - - 190.74 15.90 3.853 796.19 - - 796.19 -

- - - - 144.00 10.56 2.984 461.19 - 461.19 - -

- - - - 144.00 10.56 2.984 461.19 - 461.19 - -

- - - - 160.17 10.14 2.226 379.05 379.05 - - -

- - - - 84.00 5.32 2.226 198.79 198.79 - - -

- - - - 84.00 5.32 2.226 198.79 198.79 - - -

- - - - 190.40 12.06 2.226 450.58 450.58 - - -

- - - - 435.20 31.91 2.984 1,393.80 - 1,393.80 - -

- - - - 435.20 31.91 2.984 1,393.80 - 1,393.80 - -

- - - - 127.50 8.08 2.226 301.73 301.73 - - -

- - - - 190.40 12.06 2.226 450.58 450.58 - - -

JUMLAH 166,931.37 7,376.62 6,853.73 93,671.79 1,751.28

3.8216667

D32

- -

-

- 10,060.33

- 10,060.33

-

-

2,253.51

4,828.96

-

2,253.51

-

-

-

1,940.53

-

1,940.53

-

-

-

-

-

-

-

-

-

-

2,546.94

5,457.73

2,546.94

-

-

-

3,135.47

-

-

-

-

670.69

670.69

-

2,280.34

-

670.69

670.69

-

792.25

792.25

-

3,705.56

- - -

- -

- - - - - - - - - - - - - - - - -

- - - - - - - - - - - - - - - -

57,277.95

PlatD

TipeDimensi jml

ℓx (m) ℓy (m) T btg

PC lapis bwah 55.72 5.80 0.60

menerus B HORIZONTAL 22 0.200 29 59.24 menerus B HORIZONTAL 22 0.200 29 59.24

54.92 6.80 menerus B VERTIKAL 22 0.200 275 6.80 menerus B VERTIKAL 22 0.200 275 6.80

6.46 16.00 B HORIZONTAL 22 0.200 80 6.46

2.54 17.00 A HORIZONTAL 19 0.400 43 2.54

2.54 17.00 A HORIZONTAL 19 0.400 43 2.54

6.46 16.00 B HORIZONTAL 22 0.200 80 6.46

5.87 16.70 B VERTIKAL 22 0.200 29 16.70

14.47 4.13 B VERTIKAL 22 0.200 72 4.13

14.47 4.13 B VERTIKAL 22 0.200 72 4.13

21.00 4.13 C VERTIKAL 25 0.200 105 4.13

21.00 4.13 C VERTIKAL 25 0.200 105 4.13

14.47 4.13 B VERTIKAL 22 0.200 72 4.13

14.47 4.13 B VERTIKAL 22 0.200 72 4.13

5.87 16.70 B VERTIKAL 22 0.200 29 16.70

55.72 5.80 0.60 menerus 1 HORIZONTAL 19 0.400 15 58.76 menerus 1 HORIZONTAL 19 0.400 15 58.76

54.92 6.80 menerus 1 VERTIKAL 19 0.400 137 6.80 menerus 1 VERTIKAL 19 0.400 137 6.80

6.37 15.40

Posisi Tulangan

space (m) Bentang

pendek

1 HORIZONTAL 19 0.400 39 6.37 4.47 5.00

2 HORIZONTAL 22 0.200 25 4.47 4.47 5.00

2 HORIZONTAL 22 0.200 25 4.47 4.47 5.00

2 HORIZONTAL 22 0.200 25 4.47 4.47 5.00

2 HORIZONTAL 22 0.200 25 4.47 4.09 15.40

1 HORIZONTAL 19 0.400 39 4.09 5.87 16.70

1 VERTIKAL 19 0.400 15 16.70 14.47 4.82

4 VERTIKAL 29 0.400 36 4.82 14.47 4.82

4 VERTIKAL 29 0.400 36 4.82 21.00 4.82

3 VERTIKAL 25 0.200 105 4.82 21.00 4.82

3 VERTIKAL 25 0.200 105 4.82 14.47 4.82

4 VERTIKAL 29 0.400 36 4.82 14.47 4.82

4 VERTIKAL 29 0.400 36 4.82 5.87 16.70

1 VERTIKAL 19 0.400 15 16.70

JUMLAHBeton 368.15 m3 Rasio/m3 154.2 5.12Besi 56,781.88 kgAcuan 1,347.35 m2

Length (m) Weight (Kg)

D19 D22 D25

1,717.96 14.50 2.984 5,169.42 - 5,169.42 - 1,717.96 14.50 2.984 5,169.42 - 5,169.42 -

- 1,870.00 137.13 2.984 5,989.00 - 5,989.00 - 1,870.00 137.13 2.984 5,989.00 - 5,989.00 -

- 516.40 37.87 2.984 1,653.86 - 1,653.86 -

- 109.01 6.90 2.226 257.96 257.96 - -

- 109.01 6.90 2.226 257.96 257.96 - -

- 516.40 37.87 2.984 1,653.86 - 1,653.86 -

- 484.30 35.52 2.984 1,551.06 - 1,551.06 -

- 297.00 21.78 2.984 951.19 - 951.19 -

- 297.00 21.78 2.984 951.19 - 951.19 -

- 433.13 36.09 3.853 1,807.96 - - 1,807.96

- 433.13 36.09 3.853 1,807.96 - - 1,807.96

- 297.00 21.78 2.984 951.19 - 951.19 -

- 297.00 21.78 2.984 951.19 - 951.19 -

- 484.30 35.52 2.984 1,551.06 - 1,551.06 -

881.40 7.50 2.226 1,978.30 1,978.30 - - 881.40 7.50 2.226 1,978.30 1,978.30 - -

- 931.60 59.00 2.226 2,204.65 2,204.65 - - 931.60 59.00 2.226 2,204.65 2,204.65 - -

-

Unit Weight (Kg/m')

248.43 15.73 2.226 587.91 587.91 - - -

111.63 8.19 2.984 357.50 - 357.50 - -

111.63 8.19 2.984 357.50 - 357.50 - -

111.63 8.19 2.984 357.50 - 357.50 - -

111.63 8.19 2.984 357.50 - 357.50 - -

159.51 10.10 2.226 377.48 377.48 - - -

250.50 15.87 2.226 592.81 592.81 - - -

173.52 16.77 5.185 986.63 - - - -

173.52 16.77 5.185 986.63 - - - -

506.10 42.18 3.853 2,112.57 - - 2,112.57 -

506.10 42.18 3.853 2,112.57 - - 2,112.57 -

173.52 16.77 5.185 986.63 - - - -

173.52 16.77 5.185 986.63 - - - -

250.50 15.87 2.226 592.81 592.81 - -

JUMLAH 56,781.88 11,032.85 33,961.46 7,841.06

3.8216667

D29 D32

- - - -

- - - -

- -

- -

- -

- -

- -

- -

- -

- -

- -

- -

- -

- -

- - - -

- - - -

- -

- -

- -

- -

- -

- -

- -

986.63 -

986.63 -

- -

- -

986.63 -

986.63 -

- -

3,946.51 -

Pit Lift as L/3

beton 2.48 2.4 7.5 44.64 m3 Pit Lift as L/3besi Pit Lift as Q/3

overlap STPhor atas 19 0.4 1.16 3.15 22.90197 HOLLOW BOXhor atas 19 0.4 2.88 3.15 56.86007 HOLLOW BOXhor bawah 32 0.2 0.92 9.98 295.4914hor atas 32 0.2 0.92 9.98 295.4914

ver atas 19 0.4 3.15 2.4 49.05182ver bawah 32 0.2 9.98 2 692.7276

BEKISTING PIT LIFTbekisting 2.4 9.98 23.952 LUAR

DALAM

Pit Lift as Q/3 LUARDALAM

beton 2 2.4 7.7 36.96 m3besi HOLLOW

overlap LUARhor atas 25 0.2 1.16 5.7 131.7951 DALAMhor atas 25 0.2 2.88 5.7 327.2155hor bawah 25 0.2 0.92 9.7 175.393 LUARhor atas 25 0.2 0.92 9.7 175.393 DALAM

ver atas 25 0.2 5.7 2.4 285.3892 STPver bawah 25 0.2 9.7 2 410.945 LUAR

DALAMbekisting 2.4 9.7 23.28

STP

beton 2 2.4 17.5 84 m3beton 2.3 2.4 6.6 36.432 m3besi

overlaphor atas 25 0.2 1.16 16.1 364.1119hor atas 25 0.2 2.88 16.1 904.0021hor bawah 25 0.2 0.92 32.7 582.8718hor atas 25 0.2 0.92 32.7 582.8718

ver atas 25 0.2 16.1 2.4 806.0993ver bawah 25 0.2 32.7 2 1385.351

bekisting 2.4 32.7 78.48

HOLLOW BOX BETON SAMPING PIT LIFT AS LPLATBeton 3.9 6.15 0.6 14.391

2.52 3.65 0.6 5.5188besi

hor bawah 25 0.2 3.9 6.15 476.9004hor atas 25 0.2 3.9 6.15 476.9004ver bawah 25 0.2 6.15 3.9 485.566ver atas 25 0.2 6.15 3.9 485.566

hor bawah 25 0.2 2.52 3.65 186.8317hor atas 25 0.2 2.52 3.65 186.8317ver bawah 25 0.2 3.65 2.52 191.1838ver atas 25 0.2 3.65 2.52 191.1838

bekisting 3.9 6.15 23.9852.52 3.65 9.198

DINDINGbeton 22.72 1.8 0.6 24.5376

besihor sisi luar 25 0.2 25.12 2.4 1257.715hor sisi dlm 25 0.2 20.32 2.4 1017.387ver sisi luar 25 0.2 3.04 25.12 1482.268ver sisi dlm 25 0.2 3.04 20.32 1201.269

HOLLOW BOX BETON SAMPING PIT LIFT AS QPLATBeton 3.9 6.25 0.6 14.625

3.1 3.65 0.6 6.789besi

hor bawah 25 0.2 3.9 6.25 484.4106hor atas 25 0.2 3.9 6.25 484.4106ver bawah 25 0.2 6.25 3.9 493.4614ver atas 25 0.2 6.25 3.9 493.4614

hor bawah 25 0.2 3.1 3.65 229.8327hor atas 25 0.2 3.1 3.65 229.8327ver bawah 25 0.2 3.65 3.1 231.9509ver atas 25 0.2 3.65 3.1 231.9509

bekisting 3.9 6.25 24.3753.1 3.65 11.315

DINDINGbeton 24.1 1.8 0.6 26.028

besihor sisi luar 25 0.2 26.5 2.4 1326.809hor sisi dlm 25 0.2 21.7 2.4 1086.482ver sisi luar 25 0.2 3.04 26.5 1563.055ver sisi dlm 25 0.2 3.04 21.7 1282.056

BETON BESI BEKSITING44.64 1,412.52 23.9536.96 1,506.13 23.28

120.43 4,625.31 78.4844.45 7,639.60 33.1847.44 8,137.71 35.69

293.92 23,321.28 194.59

BEKISTING PIT LIFT84.96

24.096

85.4427.36

22.53636.576

22.53636.576

78.4838.64

REKAP RAFT FOUNDATIONBETON BESI BEKISTING

PC TOWER 1,467.52 166,931.37 541.39 73.152PLAT 368.15 56,781.88 PIT LIFT 293.92 23,321.28 90.096

2,129.60 247,034.53 631.49

PILE CAP 1,370.41 144,488.57 1,527.71