progres pekerjaan tower rev 5.xls

PROGRESS PEKERJAAN TOWER FEED MILL VABRIKASI : 01-OKT – DES -2013

ERECTION : 28 – OKT-DES – 2013

BAGIAN : KOLOM C1.10.000 (Lvl.+0,000,+3,000,+4.000,+6.500) ACTUAL PROGRESS : % KOLOM C2. 12.000 (Lvl.+13.000,+16.000,+21.000)

LINGKUP KERJA : I. FABRIKASI II. ERECTION

NO. Uraian Pekerjaan SatuanJumlah Berat Berat Berat Bobot %

K E T E R A N G A NSatuan Satuan Total Fabrikasi Erection FABRIKASI ERECTION

I Column C1 ;10.000 (WF,588x300)

Pekerjaan Pasang Anker Column.

I.0 Level.+0.000

1 360 Anker {(Ø 25x800)+(3mur,2Ring)} kg 360.0 3.90 1,404.0 1,404.0 1,404.0100% 100%

2 kg 30.0 39.00 1,170.0 1,170.0 1,170.0

Berat Coloum C1

Pekerjaan Column Lvl +0,000

I.1 Beam Lvl.+. 3.00

I.1.1 1 30 Coulomn Base Plate 25 (800x400) kg 30.0 64.80 1,944.0 1,944.0 1,944.0 100% 100%

2 120 Rib Base Plate 20 (300x150) kg 120.0 7.30 876.0 876.0 876.0

3 120.Rib Base Plate 16 (200x50) kg 120.0 1.30 156.0 156.0 156.0

4 90 Rib Coulomn PL,20 (70 x 548) kg 90.0 6.25 562.6 562.6 562.6

5 30 Coulom 10,000 -(WF.588x300x12x20) kg 30.0 1,510.00 45,300.0 45,300.0 45,300.0

I.2 Beam Lvl.+. 3.00

I.2.1 1 4 SB.5 (6000) (WF.450 dari WF.300x150x6,5x9) kg 4.0 220.25 881.0 881.0 881.0 100% 100%

1.a 8 Hounce (600) WF.300x150x6,5x9 kg 8.0 11.01 88.1 88.1 88.1

1.b 8 End Plate. Pl.12 (760x150) kg 8.0 11.10 88.8 88.8 88.8

1.c 16 Stifner Pl.6 (450x150) kg 16.0 3.30 52.8 52.8 52.8

1.d 16 Tutup Honey comb Pl.6 (300x162) kg 16.0 2.40 38.4 38.4 38.4

1.e 8 {(14M16x70) + 2(Ring Plate M16)}. kg 112.0 0.20 21.8 21.8 21.8

I.2.2 2 6 SB.5a (6000) (WF.450 dari WF.300x150x6,5x9) kg 6.0 220.50 1,323.0 1,323.0 1,323.0 100% 100%

2.a 12 Pin Joint PL.12 (600x300) kg 12.0 17.50 210.0 210.0 210.0

2.b 12 Rib Joint PL.6 (300x150) kg 12.0 2.19 26.3 26.3 26.3

2.c 24 Stifner Pl.6 (450x150) kg 24.0 3.28 78.7 78.7 78.7

30 Braching Anker Ø16 x 12mtr

ROBON


2.e 12 {(4M20x60)+2(Ring Plate M20)} kg 48.0 0.30 14.4 14.4 14.4

I.2.3 3 2 SB. 6 (6900) (WF.525 dari WF.350x175x7x11 ) kg 2.0 342.30 684.6 684.6 684.6 100% 100%

3.a 4 Hounce (700 ) WF.350x175x7x11 kg 4.0 17.50 70.0 70.0 70.0

3.b 4. End Plate PL.16 (885x175) kg 4.0 20.10 80.4 80.4 80.4

3.c 8 Stifner PL.8 (525x175) kg 8.0 5.97 47.8 47.8 47.8

3.d 8 Tutup Hone Comb PL.6 (350x190) kg 8.0 3.24 25.9 25.9 25.9


I.2.4 4 3 SB.6a (6900) (WF.525 dari WF.350x175x7x11) kg 3.0 342.20 1,026.6 1,026.6 1,026.6 100% 100%

4.a 6 Pin Joint PL.16.(788x262) kg 6.0 26.74 160.4 160.4 160.4

4.b 6 Rib Joint PL,6 (350x175) kg 6.0 2.98 17.9 17.9 17.9

4.c 12 Stifner PL.8 (525x175) kg 12.0 5.97 71.6 71.6 71.6

4.d 12 tutup Honey Comb Pl.6 (350x175) kg 12.0 2.98 35.8 35.8 35.8

4.e 6 {(5M22x70)+2 Ring Plate M22)} kg 30.0 0.38 11.4 11.4 11.4

I.2.5 5 2 SB.11 (6000)J (WF.600 dari WF.400x200x8x13) kg 2.0 396.00 792.0 792.0 792.0 100% 100%

5.a 4 Hounce (800 ) WF.400x200x8x13 kg 4.0 26.40 105.6 105.6 105.6

5.b 4 Jointer (1000) WF.400x200x8x13 kg 4.0 33.00 132.0 132.0 132.0

5.c 32 Rib Jointer PL.12 (50x 200) kg 32.0 0.97 31.0 31.0 31.0

5.d 16 Stifner Pl.8 (600x200) kg 16.0 7.80 124.8 124.8 124.8

5.f 16 Tutup Honey comb Pl.8 (400x216) kg 16.0 5.61 89.8 89.8 89.8

5.g 8 {(16M22x70)+2(Ring Plate M22)} kg 128.0 0.38 48.6 48.6 48.6

I.2.6 6 2 SB.16 (6000) 2J (WF.750 dari WF.500x200x10x16) kg 2.0 538.00 1,076.0 1,076.0 1,076.0 100% 100%

6.a 4 Hounce (1000 ) WF.500x200x10x16 kg 4.0 44.85 179.4 179.4 179.4


6.c 32 Rib Jointer PL.12 (50x 200) kg 32.0 0.97 31.1 31.1 31.1

6.d 10 Stifner Pl.10(750x200) kg 10.0 9.74 97.4 97.4 97.4

6.e 10 Tutup Honey comb Pl.8 (500x300) kg 10.0 6.50 65.0 65.0 65.0

6.f 4 {(20M22x80)+2(Ring Plate M22)} kg 80.0 0.41 32.8 32.8 32.8

I.2.8 Pekerjaan Lantai Tower ( Lvl. +3.00)

1 40 Bordes Plaat 5 x4'x8' kg 40.0 110.00 4,400.0

2 16 UNP.150x75x6,5 kg 16.0 112.00 1,792.0

3 20 L.60x60x6 kg 20.0 32.52 650.4

Berat Lvl.+0.000 – 3.000 kg

I.3 Pekerjaan Column Lvl +3,00

Beam Lvl.+. 4.000

I.3.1 1 5 SB.3 (6000) ( WF.300x150x6,5x9) kg 5.0 220.25 1,101.3 1,101.3 1,101.3 100% 100%

1.a 10 End Plate PL.12 (610x150) kg 10.0 8.90 89.0 89.0 89.0

1.b 10 Hounce (600) WF,300x150x6,5x9 kg 10.0 11.00 110.0 110.0 110.0

1.c 20 Stifner PL.6 (300x150) kg 20.0 2.19 43.8 43.8 43.8

1.d 10{(12M16x70)+Ring Plate M16} kg 120.0 0.20 23.4 23.4 23.4

I.3.2 2 9 SB.3a (6000) ( WF.300x150x6,5x9) kg 9.0 220.25 1,982.3 1,982.3 1,982.3 100% 100%

2.a 18 Pin Joint PL,12 (450x225 ) kg 18.0 9.84 177.2 177.2 177.2

2.b 36 Stifner PL6 ( 300x150) kg 36.0 2.19 78.8 78.8 78.8

2.c 18 {(3M20x60)+Ring Plate M20} kg 54.0 0.30 16.2 16.2 16.2

I.3.3 3 4 SB.5 (6450)2J, 2E (WF.450 dari WF.300x150x6,5x9) kg 4.0 236.77 947.1 947.1 947.1 100% 100%

3.a 8 End Plate. Pl.12 (760x150) kg 8.0 11.00 88.0 88.0 88.0

3.b 4 Jointer (760) WF.300x150x6,5x9 kg 4.0 13.95 55.8 55.8 55.8

3.c 8 Hounce (600) WF,300x150x6,5x9 kg 8.0 11.00 88.0 88.0 88.0

3.d 24 Rib Jointer PL.12 (50 x200) kg 24.0 0.97 23.4 23.4 23.4

3.e 16 Stifner Pl.6 (450x150) kg 16.0 3.28 52.5 52.5 52.5


3.g 8 {(14M16x70) + 2(Ring Plate M16)}. kg 112.0 0.20 21.8 21.8 21.8

I.3.4 4 4 SB.5a (6700) (WF.450 dari WF.300x150x6,5x9) kg 4.0 246.00 984.0 984.0 984.0 100% 100%

4.a 8 Pin Joint PL.12 (600x300) kg 8.0 17.50 140.0 140.0 140.0

4.b 8 Rib Joint PL.6 (300x150) kg 8.0 2.19 17.5 17.5 17.5

4.c 16 Stifner Pl.6 (450x150) kg 16.0 3.28 52.5 52.5 52.5



I.3.5 5 7 SB.6 (6400) 5J, 2E (WF.525 dari WF.350x175x7x11 ) kg 7.0 317.40 2,221.8 2,221.8 2,221.8 100% 100%

5.a 14 Hounce (700 ) WF.350x175x7x11 kg 14.0 17.36 243.0 243.0 243.0

5.b 14. End Plate PL.16 (885x175) kg 14.0 20.06 280.8 280.8 280.8

5.c 10 Jointer (885 ) WF.350x175x7x11 kg 10.0 21.95 219.5 219.5 219.5

5.d 28 Stifner PL.8 (525x175) kg 28.0 5.97 167.2 167.2 167.2

5.e 28 Tutup Hone Comb PL.6 (350x190) kg 28.0 3.24 90.7 90.7 90.7

5.f 14 {(16M20x70)+2(Ring Plate M20)} bh 224.0 0.32 71.7 71.7 71.7

I.3.6 1 1 SB.1a (3000) WF,200x100x5,5x6 kg 1.0 64.00 64.0

I.3.7 Pekerjaan Lantai Tower ( Lvl. +4.00)

1 53 Bordes Plaat 5x4'x8' kg 53.0 110.00 5,830.0

2 32 UNP.150x75x6,5 kg 32.0 112.00 3,584.0

3 37 L.60x60x6 kg 37.0 32.52 1,203.2

Berat Lvl.+4.000 kg

I.4 Pekerjaan Column Lvl +4,000

Beam Lvl.+. 6.500

I.4.1 1 9 SB.3a (3000) ( WF.300x150x6,5x9) kg 9.0 110.13 991.1 991.1 991.1 100% 100%

1.a 18 Pin Joint PL,12 (450x225 ) kg 18.0 1.83 32.9 32.9 32.9

1.b 36 Stifner PL6 ( 300x150) kg 36.0 2.19 78.8 78.8 78.8


I.4.2 2 2 SB.4a (3450) WF.350x175x7x11 kg 2.0 171.07 342.1 342.1 342.1 100% 100%

2.a 4 Pin Joint PL,16 (525x262 ) kg 4.0 17.82 71.3 71.3 71.3

2.b 8 Stifner PL6 ( 350x175) kg 8.0 2.98 23.8 23.8 23.8


I.4.3 3 3 SB.5 (6000) 3J (WF.450 dari WF.300x150x6,5x9 kg 3.0 220.25 660.8 660.8 660.8 100% 100%

3.a 6 End Plate. Pl.12 (760x150) kg 6.0 11.09 66.5 66.5 66.5

3.b 6 Jointer (760) WF.300x150x6,5x9 kg 6.0 13.95 83.7 83.7 83.7

3.c 6 Hounce (600) WF,300x150x6,5x9 kg 6.0 11.00 66.0 66.0 66.0

3.d 18 Rib Jointer PL.12 (50 x200) kg 18.0 0.97 17.5 17.5 17.5

3.e 12 Stifner Pl.6 (450x150) kg 12.0 3.28 39.4 39.4 39.4


3.g 6 {(14M16x70) + 2(Ring Plate M16)}. kg 84.0 0.20 16.4 16.4 16.4

I.4.4 4 6 SB.5a (6000) (WF.450 dari WF.300x150x6,5x9) kg 6.0 220.25 1,321.5 1,321.5 1,321.5 100% 100%

4.a 12 Pin Joint PL.12 (600x300) kg 12.0 17.50 210.0 210.0 210.0

4.b 12 Rib Joint PL.6 (300x150) kg 12.0 2.19 26.3 26.3 26.3

4.c 24 Stifner Pl.6 (450x150) kg 24.0 3.28 78.7 78.7 78.7



I.4.5 5 9 SB.6 (6000) 7J (WF.525 dari WF.350x175x7x11 ) kg 9.0 297.50 2,677.5 2,677.5 2,677.5 100% 100%

5.a 3 SB.6 (6900) 3J kg 3.0 342.13 1,026.4 1,026.4 1,026.4

5.b 4 SB.6 (6400) 1J+3E kg 4.0 317.40 1,269.6 1,269.6 1,269.6

5.c 32 Hounce (700 ) WF.350x175x7x11 kg 32.0 17.40 556.8 556.8 556.8

5.d 32 End Plate PL.16 (885x175) kg 32.0 20.06 641.9 641.9 641.9

5.e 22 Jointer (885 ) WF.350x175x7x11 kg 32.0 21.94 702.1 702.1 702.1

5.f 64 Stifner PL.8 (525x175) kg 64.0 5.97 382.1 382.1 382.1

5.g 64 Tutup Hone Comb PL.6 (350x190) kg 64.0 3.24 207.4 207.4 207.4

5.h 32 {(16M20x70)+2(Ring Plate M20)} kg 512.0 0.32 163.8 163.8 163.8

I.4.6 6 19 SB.6a (6000) (WF.525 dari WF.350x175x7x11 ) kg 19.0 297.50 5,652.5 5,652.5 5,652.5 100% 100%

7 SB.6a (6900) kg 7.0 342.13 2,394.9 2,394.9 2,394.9 100% 100%

6.a 52 Pin Joint PL.16.(788x262) kg 52.0 26.74 1,390.5 1,390.5 1,390.5

6.b 52 Rib Joint PL,6 (350x175) kg 52.0 2.98 155.0 155.0 155.0

6.c 104 Stifner PL.8 (525x175) kg 104.0 5.97 620.9 620.9 620.9



I.4.7 7 3 SB.9 (6900) 3 (WF.675 dari WF.450x200x9x14) kg 3.0 524.40 1,573.2 1,573.2 1,573.2 100% 100%

3 SB.9 (6500) 3J kg 3.0 494.00 1,482.0 1,482.0 1,482.0 100% 100%

8 SB.9 (6225) 8 kg 8.0 473.10 3,784.8 3,784.8 3,784.8 100% 100%

7.a 28 Hounce (900 ) WF.450x200x9x14 kg 28.0 34.20 957.6 957.6 957.6

7.b 6 Jointer (1100 ) WF.450x200x9x14 kg 6.0 41.80 250.8 250.8 250.8

7.c 48 Rib Jointer PL.12 (50 x200) kg 48.0 0.97 46.7 46.7 46.7

7.d 28 End Plate PL.16 (1100x200) kg 28.0 28.50 798.0 798.0 798.0

7.e 56 Stifner PL.8 (675x200) kg 56.0 8.77 491.1 491.1 491.1

7.f 56 Tutup Hone Comb PL.8 (450x243) kg 56.0 7.10 397.6 397.6 397.6

7.6 28 {(16M22x70)+2(Ring Plate M22)} kg 448.0 0.38 170.2 170.2 170.2


8.a 8 Pin Joint PL.16.(1012x200) kg 8.0 26.21 209.7 209.7 209.7

8.b 8 Rib Joint PL,8 (450x200) kg 8.0 5.85 46.8 46.8 46.8

8.c 16 Stifner PL.8 (675x200) kg 16.0 8.77 140.3 140.3 140.3



I.4.9 9 4 SB.11 (6000) (WF.600 dari WF.400x200x8x13) kg 4.0 396.00 1,584.0 1,584.0 1,584.0 100% 100%

4 SB.11 (6225) kg 4.0 411.00 1,644.0 1,644.0 1,644.0 100% 100%

9.a 16 Hounce (800 ) WF.400x200x8x13 kg 16.0 26.40 422.4 422.4 422.4

9.b 16 End Plate PL.16 (1000x200) kg 16.0 26.00 416.0 416.0 416.0

9.c 32 Stifner Pl.8 (600x200) kg 32.0 7.80 249.6 249.6 249.6




3 SB.11a (7100) kg 3.0 468.60 1,405.8 1,405.8 1,405.8 100% 100%

10.a 22 Pin Joint PL.16.(800x300) kg 22.0 31.08 683.8 683.8 683.8

10.b 22 Rib Joint PL,8 (400x200) kg 22.0 5.20 114.4 114.4 114.4

10.c 44 Stifner PL.8 (600x200) kg 44.0 7.80 343.2 343.2 343.2



I.4.11 11 2 SB.12 (6900) 2J (WF.600x200x11x17) kg 2.0 731.50 1,463.0 1,463.0 1,463.0 100% 100%

11.a 4 SB.12 (7500) 2J kg 4.0 795.00 3,180.0 3,180.0 3,180.0

11.b 12 Jointer (1200 ) WF.600x200x11x17 kg 12.0 63.60 763.2 763.2 763.2

11.c 12 End Plate PL.20 (1200x200) kg 12.0 38.84 466.1 466.1 466.1

11.d 12 Hounce (900 ) WF.600x200x11x17 kg 12.0 47.70 572.4 572.4 572.4

11.e 60 Rib Jointer PL.16 (50 x300) kg 60.0 1.95 117.0 117.0 117.0

11.f 24 Stifner PL.10 (600x200) kg 24.0 9.70 232.8 232.8 232.8


I.4.12 12 1 SB.12a (6000) (WF.600x200x11x17) kg 1.0 636.00 636.0 636.0 636.0 100% 100%

12.a 2 Pin Joint PL.20.(900x200) kg 2.0 29.20 58.4 58.4 58.4

12.b 2 Rib Joint PL,10 (600x200) kg 2.0 9.70 19.4 19.4 19.4

12.c 4 Stifner PL.10 (600x200) kg 4.0 9.70 38.8 38.8 38.8

12.d 2 {(6M22x70)+2 Ring Plate M22)} kg 12.0 0.38 4.6 4.6 4.6

I.4.13 13 2 SB.16 (6500) 2J (WF.750 dari WF.500x200x10x16) kg 2.0 582.84 1,165.7 1,165.7 1,165.7 100% 100%

13.a 4 Hounce (1000 ) WF.500x200x10x16 kg 4.0 44.84 179.4 179.4 179.4


13.c 4 End Plate PL.20 (1200x200) kg 4.0 38.84 155.4 155.4 155.4

13.d 32 Rib Jointer PL.16 (50x 350) kg 32.0 2.27 72.6 72.6 72.6

13.e 16 Stifner Pl.10(750x200) kg 16.0 12.14 194.2 194.2 194.2



I.4.14 21 SB.1a (2350) ( WF.200x100x5,5x6 ) kg 21.0 50.20 1,054.2

I.4.15 31 SB.2a (2080) ( WF,250x125x6x9 ) kg 31.0 61.54 1,907.7

I.4.16 Pekerjaan Lantai Tower ( Lvl. 6.50)


2 40 UNP.150x75x6,5 kg 40.0 112.00 4,480.0

3 68 L.60x60x6 kg 68.0 32.52 2,211.4

Berat Lvl.+6.500 kg

Sub Total : Lvl. 0,000 – 6,500 kg

II Column C2 ;12.000 ( WF,588x300)

II.1 Pekerjaan Joint Couple Column C1 -C2

Column +6.500

Beam Lvl.+13.000

1 30 Column (12000) WF,588x300x12x30 kg 30.0 1,812.00 54,360.0 54,360.0 30,804.0 100% 57%

2 60 Couple Plate PL,20 (780x300) kg 60.0 37.86 2,271.6 2,271.6 0.0

3 120 Couple Plate PL.20 (780x120) kg 120.0 15.15 1,818.0 1,818.0 0.0

4 60 Couple Plate PL,20 (875x448) kg 60.0 63.43 3,805.8 3,805.8 0.0

5 60 Joint Plate Column C2-C3 PL.20 (800x400) kg 60.0 51.80 3,108.0 3,108.0 0.0

6 120 Rib Coulomn (70x 548) kg 120.0 6.20 744.0 744.0 0.0

7 120 Rib Pl,20 (250x150) kg 120.0 6.10 732.0 732.0 0.0

8 60 Rib PL.20 (250x100) kg 60.0 4.10 246.0 246.0 0.0

9 30 (32M22x70) kg 960.0 0.38 364.8 364.8 0.0

10 30x2(20M22x100) kg 1,200.0 0.48 576.0 576.0 0.0

11 30(8M22x90) kg 240.0 0.44 105.6 105.6 0.0

II.2.1 Beam Lvl.+ 13.000

1 13 SB.5 (6000)9J. 4E (WF.450 dari WF.300x150x6,5x9) kg 13.0 220.25 2,863.3 2,863.3 1,101.3 100% 38%

1.a 26 End Plate. Pl.12 (760x150) kg 26.0 11.10 288.6

1.b 18 Jointer (760) WF.300x150x6,5x9 kg 18.0 14.00 252.0

1.c 26 Hounce (600) WF,300x150x6,5x9 kg 26.0 11.00 286.0

1.d 108 Rib Jointer PL.12 (50 x200) kg 108.0 0.97 105.1

1.e 52 Stifner Pl.6 (450x150) kg 52.0 3.30 171.6

1.f 52 Tutup Honey comb Pl.6 (300x162) kg 52.0 2.36 122.7

1.g 26 {(14M16x70) + 2(Ring Plate M16)}. kg 364.0 0.20 71.0

II.2.2 2 16 SB.5a(6000) (WF.450 dari WF.300x150x6,5x9) kg 16.0 220.25 3,524.0 3,524.0 100% 0%

2.a 32 Pin Joint PL.12 (600x300) kg 32.0 17.50 560.0

2.b 32 Rib Joint PL.6 (300x150) kg 32.0 2.20 70.4

2.c 64 Stifner Pl.6 (450x150) kg 64.0 3.30 211.2

2.d 64 Tutup Honey comb Pl.6 (300x162) kg 64.0 2.36 151.0

2.e 32 {(4M20x60)+2(Ring Plate M20)} kg 128.0 0.30 38.4

II.2.3 3 6 SB.6 (6000),1J (WF.525 dari WF.350x175x7x11 ) kg 6.0 297.50 1,785.0 1,785.0 892.5 100% 50%

5 SB.6 (6900),3J kg 5.0 342.13 1,710.6 1,710.6 684.3 100% 40%

1 SB.6 (7500)1J kg 1.0 372.00 372.0 372.0 100%

3.a 24 Hounce (700 ) WF.350x175x7x11 kg 24.0 17.40 417.6

3.b 24 End Plate PL.16 (885x175) kg 24.0 20.00 480.0

3.c 10 Jointer (885 ) WF.350x175x7x11 kg 10.0 21.94 219.4


3.e 54 Stifner PL.8 (525x175) kg 54.0 5.97 322.4

3.f 54 Tutup Hone Comb PL.6 (350x190) kg 54.0 3.25 175.5

3.g 24 {(16M20x70)+2(Ring Plate M20)} kg 384.0 0.32 122.9

II.2.4 4 12 SB.6a(6000), (WF.525 dari WF.350x175x7x11 ) kg 12.0 297.50 3,570.0 3,570.0 100%

8 SB.6a,(6900) kg 8.0 342.13 2,737.0 2,737.0 100%

1 SB.6a,(7500) kg 1.0 372.00 372.0 372.0 100%

4.a 42 Pin Joint PL.16.(788x262) kg 42.0 26.74 1,123.1

4.b 42 Rib Joint PL,16 (350x175) kg 42.0 7.93 333.1

4.c 93 Stifner PL.8 (525x175) kg 93.0 5.97 555.2

4.d 93 tutup Honey Comb Pl.6 (350x175) kg 93.0 2.98 277.1

4.e 42 {(5M22x70)+2 Ring Plate M22)} kg 210.0 0.38 79.8

II.2.5 5 2 SB.9, 2E(6000), (WF.675 dari WF.450x200x9x14) kg 2.0 456.00 912.0 912.0 912.0 100% 100%

5 SB.9, 5J(6500), kg 5.0 494.00 2,470.0 2,470.0 1,976.0 100% 80%

3 SB 9. 3E (6900) kg 3.0 524.40 1,573.2

3 SB 9. 3J (7500) kg 3.0 570.00 1,710.0

5.a 26 Hounce (900 ) WF.450x200x9x14 kg 26.0 34.20 889.2

5.b 16 Jointer (1100 ) WF.450x200x9x14 kg 16.0 41.80 668.8

5.c 128 Rib Jointer PL.16 (50 x200) kg 128.0 1.30 166.4

5.d 26 End Plate PL.16 (1100x200) kg 26.0 28.50 741.0

5.e 60 Stifner PL.8 (675x200) kg 60.0 8.77 526.2



II.2.6 6.a 8 SB.9a(6000)4,(6900)3,(2000)1 (WF.675 dari WF.450x200x9x14) kg 8.0 443.70 3,549.6 3,549.6 100%

6.b 16 Pin Joint PL.16.(1012x200) kg 16.0 26.22 419.5

6.c 16 Rib Joint PL,8 (450x200) kg 16.0 5.84 93.4

6.d 32 Stifner PL.8 (675x200) kg 32.0 8.77 280.6

6.e 32 tutup Honey Comb Pl.8 (450x243) kg 32.0 7.10 227.2

6.f 16 {(6M22x70)+2 Ring Plate M22)} kg 96.0 0.38 36.5

II.2.7 7 7 SB.11, (6000), (WF.600 dari WF.400x200x8x13) kg 7.0 413.82 2,896.7 2,896.7 1,655.3 100% 57%

3 SB 11. (6900)2J kg 3.0 455.40 1,366.2 1,366.2 910.8 100% 67%

7.a 20 Hounce (800 ) WF.400x200x8x13 kg 20.0 26.40 528.0

7.b 20 End Plate PL.16 (1000x200) kg 20.0 25.90 518.0

7.c 4 Jointer (1000) WF.400x200x8x13 kg 4.0 33.00 132.0

7.d 32 Rib Jointer PL.12 (50x 200) kg 32.0 0.97 31.1

7.e 40 Stifner Pl.8 (600x200) kg 40.0 7.79 311.6



II.2.8 8 3 SB.11a (6900) (WF.600 dari WF.400x200x8x13) kg 3.0 455.40 1,366.2 1,366.2 100%

8.a 6 Pin Joint PL.16.(800x300) kg 6.0 31.08 186.5

8.b 6 Rib Joint PL,8 (400x200) kg 6.0 5.20 31.2

8.c 15 Stifner PL.8 (600x200) kg 15.0 7.79 116.9



II.2.9 9 1 SB.12 (7500) J (WF.600x200x11x17) kg 1.0 795.00 795.0 795.0 100%

9.a 2 Jointer (1200 ) WF.600x200x11x17 kg 2.0 63.20 126.4

9.b 2 End Plate PL.20 (1200x200) kg 2.0 38.84 77.7

9.c 2 Hounce (900 ) WF.600x200x11x17 kg 2.0 47.70 95.4


9.e 5 Stifner PL.10 (600x200) kg 5.0 9.70 48.5

9.f 2 {(18M22x80)+2(Ring Plate M22)} kg 36.0 0.41 14.8

II.2.10 14 SB.1a 1(3000),7(2000),6(1450) WF.200x100x5,5x8 kg 14.0 39.20 548.8

II.2.11 kg 19.0 58.70 1,115.3

II.2.12 Pekerjaan Lantai Tower ( Lvl.13.00)


2 43 UNP.150x75x6,5 kg 43.0 112.00 4,816.0

3 50 L.60x60x6 kg 50.0 32.52 1,626.0

Berat Lvl.+13.00 kg

II.3.1 Column + 13.000

Beam Lvl.+16.000

1 5 SB.3 (6000 ), ( WF.300x150x6,5x9) kg 5.0 220.25 1,101.3 1,101.3 100%

2 SB.3 (6900 )1J kg 2.0 258.30 516.6 516.6 258.3 100% 50%

5 SB.3 (7500 )5J kg 5.0 275.30 1,376.5 1,376.5 100%

1.a 24 End Plate PL.12 (610x150) kg 24.0 8.90 213.6

1.b 24 Hounce (600) WF,300x150x6,5x9 kg 24.0 11.00 264.0

1.c 12 Jointer (760) WF.300x150x6,5x9 kg 12.0 13.95 167.4


19 SB.2a 3(3000),10(2000),6(1450) WF.250x125x6x9

1.e 48 Stifner PL.6 (300x150) kg 48.0 2.19 105.1

1.f 24{(12M16x70)+Ring Plate M16} kg 288.0 0.20 56.2

II.3.2 2 3 SB. 4a (3000), WF.350x175x7x11 kg 3.0 148.75 446.3

2 (4000 ) kg 2.0 198.40 396.8

2.a 10 Pin Joint PL,16 (525x262 ) kg 10.0 17.82 178.2

2.b 20 Stifner PL.6 (350x175) kg 20.0 3.10 62.0

2.c 10 {(3M22x70)+Ring Plate M22} kg 30.0 0.38 11.4

II.3.3 3 12 SB.5 (6x6000), (6Jx6000) (WF.450 dari WF.300x150x6,5x9) kg 12.0 220.25 2,643.0 2,643.0 1,762.0 100% 67%

3.a 24 End Plate. Pl.12 (760x150) kg 24.0 11.00 264.0


3.c 24 Hounce (600) WF,300x150x6,5x9 kg 24.0 11.00 264.0


3.e 48 Stifner Pl.6 (450x150) kg 48.0 3.28 157.4



II.3.4 4 16 SB.5a ( 6000) (WF.450 dari WF.300x150x6,5x9) kg 16.0 220.25 3,524.0 3,524.0 100%

4.a 32 Pin Joint PL.12 (600x300) kg 32.0 17.50 560.0

4.b 32 Rib Joint PL.6 (300x150) kg 32.0 2.19 70.1

4.c 64 Stifner Pl.6 (450x150) kg 64.0 3.28 209.9



II.3.5 5 5 SB.6 (6000)1J, (WF.525 dari WF.350x175x7x11 ) kg 5.0 297.50 1,487.5 1,487.5 892.5 100% 60%

3 SB.6 (6500)J kg 3.0 322.30 966.9 966.9 644.6 100% 67%

5 SB.6 (6900),2J kg 5.0 342.20 1,711.0 1,711.0 342.2 100% 20%

5.a 26 Hounce (700 ) WF.350x175x7x11 kg 26.0 17.34 450.8

5.b 26 End Plate PL.16 (885x175) kg 26.0 20.05 521.3


5.d 52 Stifner PL.8 (525x175) kg 52.0 5.97 310.4

5.e 96 Rib Jointer PL.12 (50x350) kg 96.0 1.70 163.2



II.3.6 6 10 SB.6a(6x6000) (4x6900) (WF.525 dari WF.350x175x7x11 ) kg 10.0 315.35 3,153.5 3,153.5 100%

6.a 42 Pin Joint PL.16.(788x262) kg 42.0 26.73 1,122.7

6.b 42 Rib Joint PL8 (350x175) kg 42.0 3.98 167.2

6.c 84 Stifner PL.8 (525x175) kg 84.0 5.97 501.5



II.3.7 7 1 SB.10a (6000) ( WF.500x200x10x16 ) kg 1.0 538.00 538.0

7.a 2 Pin Joint PL.20.(800x300) kg 2.0 38.83 77.7

7.b 2 Rib Joint PL,10 (500x200) kg 2.0 8.00 16.0

7.c 4 Stifner PL.10 (500x200) kg 4.0 8.00 32.0

7.d 2 {(6M22x70)+2 Ring Plate M22)} kg 12.0 0.38 4.6

II.3.8 8 2 SB.11 (6500)J, (WF.600 dari WF.400x200x8x13) kg 2.0 429.00 858.0 858.0 429.0 100% 50%

2 SB.11 (6900 ) kg 2.0 455.40 910.8 910.8 100%

8.a 8 Hounce (800 ) WF.400x200x8x13 kg 8.0 52.80 422.4

8.b 8 End Plate PL.16 (1000x200) kg 8.0 25.90 207.2

8.c 4 Jointer (1000) WF.400x200x8x13 kg 4.0 33.00 132.0

8.d 32 Rib Jointer PL.12 (50x350) kg 32.0 1.70 54.4

8.e 16 Stifner Pl.8 (600x200) kg 16.0 7.79 124.6



II.3.9 9 3 SB.11a (6900) (WF.600 dari WF.400x200x8x13) kg 3.0 455.40 1,366.2 1,366.2 100%

9.a 6 Pin Joint PL.16.(800x300) kg 6.0 31.00 186.0

9.b 6 Rib Joint PL,8 (400x200) kg 6.0 5.19 31.1

9.c 12 Stifner PL.8 (600x200) kg 12.0 7.79 93.5



II.3.10 10 2 SB.12a (6000) (WF.600x200x11x17) kg 2.0 636.00 1,272.0

10.a 4 Pin Joint PL.20 (1000x200) kg 4.0 32.36 129.4

10.b 4 Rib Joint PL.10 (600 x200) kg 4.0 9.70 38.8

10.c 8 Stifner PL.10 (600x200) kg 8.0 9.70 77.6

10.d 4 {(6M22x70)+2(Ring Plate M22)} kg 24.0 0.38 9.1

II.3.11 11 2 SB. 13 (6000), (6900J) (WF.588x300x12x20) kg 2.0 974.00 1,948.0 1,948.0 1,948.0 100% 100%

11.a 2 Jointer (1200 ) WF.588x300x12x20 kg 2.0 90.60 181.2

11.b 4 End Plate PL.25 (1200x300) kg 4.0 72.88 291.5

11.c 4 Hounce (900 ) WF.588x300x12x20 kg 4.0 67.95 271.8


11.e 8 Stifner PL.12 (588x300) kg 8.0 17.15 137.2


II.3.12 12 1 SB. 13A (6900) (WF.588x300x12x20) kg 1.0 1,042.00 1,042.0

12.a 2 Pin Joint PL.25 (882x300) kg 2.0 53.56 107.1

12.b 2 Rib Joint PL.12 (588 x300) kg 2.0 35.70 71.4

12.c 4 Stifner PL.12 (588x300) kg 4.0 17.15 68.6


II.3.13 13 15 SB.1a (2350) WF.200x100x5,5x8 kg 15.0 50.13

II.3.14 14 kg 1.0 62.00


1 115 Bordes Plaat 5x4'x8' kg 115.0 110.00

2 65 PUNP.150x75x6,5 kg 65.0 112.00

3 80 L.60x60x6 kg 80.0 32.52

Berat Lvl.+16.00 kg 32,804.73

II.4.1 Column + 16.000

Beam Lvl.+21.000

1 3 SB.3a (4000) ( WF.300x150x6,5x9) kg 3.0 146.80 440.4

1.a 6 Pin Joint PL,12 (450x225 ) kg 6.0 9.84 59.0

1.b 6 Rib Joint PL,6 (300x150) kg 6.0 2.19 13.1

1.d 12 Stifner PL6 ( 300x150) kg 12.0 2.19 26.3

1.5 6 {(3M20x60)+Ring Plate M20} kg 18.0 0.30 5.4

II.4.2 2 20 SB.4a (2400) WF.350x175x7x11 kg 20.0 119.00 2,380.0

2.a 40 Pin Joint PL,16 (525x262 ) kg 40.0 17.82 712.8

2.b 40 Rib Joint Pl.6 (350x175) kg 40.0 2.98 119.2

2.c 80 Stifner PL6 ( 350x175) kg 80.0 2.98 238.4

2.d 40 {(3M22x70)+Ring Plate M22} kg 120.0 0.38 45.6

II.4.3 3 2 SB.5 ( J 6000) (WF.450 dari WF.300x150x6,5x9 ) kg 2.0 220.25 440.5

3.a 4 End Plate. Pl.12 (760x150) kg 4.0 11.00 44.0


3.c 4 Hounce (600) WF,300x150x6,5x9 kg 4.0 11.00 44.0


3.e 8 Stifner Pl.6 (450x150) kg 8.0 3.28 26.2


1 SB.2a (2100) WF.250x125x6x9


II.4.4 4 3SB.5a ( 6000 ) (WF.450 dari WF.300x150x6,5x9) kg 2.0 220.25 440.5

4.a 6 Pin Joint PL.12 (600x300) kg 6.0 17.50 105.0

4.b 6 Rib Joint PL.6 (300x150) kg 6.0 2.19 13.1

4.c 12 Stifner Pl.6 (450x150) kg 12.0 3.28 39.4



II.4.5 5 8 SB.6 (6x6000),(J 6900),(J 7500)(WF.525 dari WF.350x175x7x11 ) kg 8.0 312.38 2,499.0

5.a 16 Hounce (700 ) WF.350x175x7x11 kg 16.0 19.83 317.3

5.b 16 End Plate PL.16 (885x175) kg 16.0 15.00 240.0


5.d 32 Rib Jointer PL.12 (50x350) kg 32.0 1.70 54.4

5.e 32 Stifner PL.8 (525x175) kg 32.0 5.97 191.0



II.4.6 6 3 SB.6a(6900x2),(7500x1) (WF.525 dari WF.350x175x7x11 ) kg 2.0 352.00 704.0

6.a 6 Pin Joint PL.16.(788x262) kg 6.0 26.74 160.4

6.b 6 Rib Joint PL,6 (350x175) kg 6.0 3.00 18.0

6.c 12 Stifner PL.8 (525x175) kg 12.0 5.97 71.6



II.4.7 7 26 SB.7a (3000) ( WF.400x200x8x13) kg 26.0 198.00 5,148.0

7.a 52 Pin Joint PL.16.(600x200) kg 52.0 15.55 808.6

7.b 52 Rib Joint PL,6 (400x200) kg 52.0 4.00 208.0

7.c 104 Stifner PL.8 (400x200) kg 104.0 5.20 540.8

7.d 52 {(4M22x70)+2 Ring Plate M22)} kg 208.0 0.38 79.0

II.4.8 8 11 SB.13 10(6000)8J, 1J(7500) (WF.588x300x12x20) kg 4.0 938.40 3,753.6

8.a 18 Jointer (1200 ) WF.588x300x12x20 kg 18.0 91.00 1,638.0

8.b 22 End Plate PL.25 (1200x300) kg 22.0 73.00 1,606.0

8.c 22 Hounce (900 ) WF.588x300x12x20 kg 22.0 68.00 1,496.0


8.e 44 Stifner PL.12 (588x300) kg 44.0 17.50 770.0


II.4.9 9 13 SB13a 12(6000), 1(7500) (WF.588x300x12x20) kg 13.0 931.16 12,105.1

9.a 26 Pin Joint PL.25 (882x300) kg 26.0 53.60 1,393.6

9.b 26 Rib Joint PL.12 (588 x300) kg 26.0 17.15 445.9

9.c 144 Stifner PL.12 (588x300) kg 144.0 17.15 2,469.6


0.0

II.4.10 10 10 SB14 (6000), (WF.882 dari WF.588x300x12x20) kg 10.0 906.00 9,060.0

10 SB14 (6900)4J kg 10.0 1,042.00 10,420.0

2 SB14 (7500)2J kg 2.0 1,132.50 2,265.0

10.a 12 Jointer (1494 ) WF.588x300x12x20 kg 12.0 112.90 1,354.8

10.b 44 End Plate PL.25 (1200x300) kg 44.0 72.90 3,207.6

10.c 44 Hounce (900 ) WF.588x300x12x20 kg 44.0 68.00 2,992.0


10.e 88 Stifner PL.12 (882x300) kg 88.0 25.28 2,224.6

10.f 44 {(24M25x90)+2(Ring Plate M25)} kg 1,056.0 0.65 686.4

0.0

II.4.11 11 6 SB.14a (6000), (WF.882 dari WF.588x300x12x20) kg 6.0 906.00 5,436.0

4 SB.14a (6900) kg 4.0 1,042.00 4,168.0

11.a 20 Pin Joint PL.25 (882x300) kg 20.0 53.60 1,072.0

11.b 20 Rib Joint PL.12 (882 x300) kg 20.0 25.80 516.0

11.c 40 Stifner PL.12 (882x300) kg 40.0 25.80 1,032.0


0.0

II.4.12 12 5 SB15. (6500)J, (2 WF.588x300x12x20) kg 3.0 1,963.00 5,889.0

1 SB15. (7500) J kg 1.0 2,265.00 2,265.0

12.a 12 Jointer (1494 ) ( WF.588x300x12x20) kg 12.0 113.00 1,356.0

12.b 12 End Plate PL.25 (1200x300) kg 12.0 73.00 876.0

12.c 12 Hounce (900 ) WF.588x300x12x20 kg 12.0 68.00 816.0


12.e 30 Stifner PL.12 (882x300) kg 30.0 25.75 772.5


12.g 12 (30M20x80) +2(Ring Palte M20) kg 360.0 0.34 122.4

0.0

II.4.13 1 SB.1a (3000), WF.200x100x5,5x6 kg 1.0 64.00 64.0

20 SB.1a (2000) kg 20.0 42.70 854.0

II.4.14 4 SB.2a (3000) WF.250x125x6x9 kg 4.0 88.75 355.0



2 12 UNP.150x75x6,5 kg 12.0 112.00 1,344.0

3 15 L.60x60x6 kg 15.0 32.52 487.8

Berat Lvl.+21.00 kg

Sub Total : Lvl. 0,000 – 21,000 kg

VABRIKASI : 01-OKT – DES -2013

ERECTION : 28 – OKT-DES – 2013

ACTUAL PROGRESS : %

K E T E R A N G A N

VI WIND BRACING TOWER UNP. 150 X 75 X 6,5 X 10

VI.1 Pekerjaan Pin Joint + Bracing ke Column Komposit.C1-,C2.

a Elevation CL.A - Lvl.+6.50 -21.00 UNP 150

1 40 Pin Joint PL.10. (250x400 ) - Welded kg 40 8.1 324.0 40.00

2 6 (7100) (UNP.150x75x6,5x10) .Lvl. +6.50 – 13.00 kg 6 132.6 795.6 7.11

2 (8000) kg 2 149.4 298.8 2.7

3 6 (6000) Lvl. + 16.00 – 21.00 kg 6 112 672.0 6

2 (7000) kg 2 130.7 261.4 2.4

4 8 (4M16x50)+(2 Ring Plate) kg 32 0.165 5.3

b Elevation CL.F - Lvl.+6.50 -21.00

1 40 Pin Joint PL.10. (250x400 ) - Welded kg 40 8.1 324.0 70.00

2 6 (7100) (UNP.150x75x6,5x10) . Lvl. +6.50 -13.00 kg 6 132.6 795.6 7.1

2 (7800) kg 2 145.6 291.2 2.6

3 6 (6100) Lvl. +16.00 – 21.00 kg 6 113.9 683.4 6.1

2 (7000) kg 2 130.7 261.4 2.4

4 8 (4M16x50)+(2 Ring Plate) kg 32 0.165 5.3

C Elevation CL.1 – Lvl.+0.00 -21.00

1 70 Pin Joint PL.10. (250x400 ) - Welded kg 70 8.1 567.0

2 4 (7500) (UNP.150x75x6,5x10) . Lvl. +6.50 -13.00 kg 4 140 560.0 5

4 (8000) kg 4 149.4 597.6 5.4

2 (8500) kg 2 158.7 317.4 2.84

3 4 (5700) (UNP.150x75x6,5x10) . Lvl. +13.00 -16.00 kg 4 106.4 425.6 3.8 58.00

6 (6600) kg 6 123.2 739.2 6.6

4 4 (6500) (UNP.150x75x6,5x10) Lvl. +16.00 – 21.00 kg 4 121.4 485.6 4.4

4 (7300) kg 4 136.4 545.6 4.9

2 (7800) kg 2 145.6 291.2 2.6

5 20 (4M16x50)+(2 Ring Plate) kg 80 0.165 13.2

d. Elevation CL.5 - Lvl.+6.50 -21.00


2 2 (6800) (UNP.150x75x6,5x10) . Lvl. +6.50 -13.00 kg 2 127 254.0 2.3

2 (8000) kg 2 149.4 298.8 2.7

3 6 (6000) (UNP.150x75x6,5x10) . Lvl. +13.00 -16.00 kg 6 112 672.0 6

4 (7000) kg 4 130.7 522.8 4.7

4 4 (6500) (UNP.150x75x6,5x10) Lvl. +16.00 – 21.00 kg 4 121.7 486.8 4.4

2 (7000) kg 2 130.7 261.4 2.4

4 (7800) kg 4 145.6 582.4 5.2

5 12 (4M16x50)+(2 Ring Plate) kg 48 0.165 7.9 CNP.150

VII Pekerjaan Furring ke Column Komposit.C1-,C2.

VII.1 a Elevation CL.A - Lvl.+6.50 -21.00

1 65 EMBD. PL.10. (150x150 ) kg 65 1.83 119.0 6.30

2 65 Support Furring PL.10. (150x150 ) kg 65 1.83 119.0 5.44

3 65 Rib PL.6. (150x150 ) kg 65 1.1 71.5

4 65 (4 x 300 Ø 16 Anchorage) kg 65 1.9 123.5

5 65 (4M12x50)+ (2 Ring Plate) kg 260 0 0.0

6 6 (24900) Furring ( C.150x50x20x2,3 ) Lvl. 6.50 – 13.00 kg 6 123.7 742.2 24.9


8 13 (2x1450) Gording (C.100x50x20x2,3) kg 13 11.8 153.4

13 (2x1250) Gording (C.100x50x20x2,3) kg 13 10.2 132.6

9 9 (6800 ) ZAG ROD Ø 10 kg 9 4.2 37.8

9 (4800 ) kg 9 2.97 26.7

9 ( 3800 ) kg 9 2.4 21.6

10 9 {3(13x2)} Nut M.10 + Ring Plate kg 27 0 0.0

VII.2 b Elevation CL.F.- Lvl.+6.50 -21.00

1 65 EMBD. PL.10. (150x150 ) kg 65 1.83 119.0 8.90


3 65 Rib PL.6. (150x150 ) kg 65 1.1 71.5

4 65 (4 x 300 Ø 16 Anchorage) kg 65 1.9 123.5

5 65(4M12x50)+ (2 Ring Plate) kg 260 0 0.0



8 16 (2x1400) Gording (C.100x50x20x2,3) kg 19 11.4 216.6

16 (2x1200) Gording (C.100x50x20x2,3) kg 16 9.76 156.2

9 9 (6800 ) ZAG ROD Ø 10 kg 9 2.97 26.7

9 (4800 ) kg 9 2.97 26.7

9 ( 3800 ) kg 9 2.4 21.6

10 9 {3(13x2)} Nut M.10 + Ring Plate kg 9 0 0.0

VII.3 c. Elevation CL.1 - Lvl.+0.00 – 21.00 7.50

1 90 EMBD. PL.10. (150x150) kg 90 1.83 164.7


3 90 Rib PL.6. (150x150 ) kg 90 1.1 99.0

4 90 (4 x 300 Ø 16 Anchorage) kg 90 1.9 171.0

5 90(4M12x50)+ (2 Ring Plate) kg 360 0 0.0


16 (2x1400) Gording (C.100x50x20x2,3) kg 16 11.4 182.4

8 7 (32900) Furring ( C.150x50x20x2,3 ) Lvl. 13.00 – 21.00 kg 7 163.5 1,144.5 38.4

16 (2x1400) Gording (C.100x50x20x2,3) kg 16 11.4 182.4

9 11 ((3x5000) ZAG ROD Ø 10 kg 11 9.25 101.8

11 (4800 ) kg 11 2.97 32.7

10 11 {4 (4x2)} Nut M.10 + Ring kg 11 0 0.0

VII.4 d. Elevation CL.5 - Lvl.+6.50 – 21.00

1 70 EMBD. PL.10. (150x150) kg 70 1.83 128.1 4.70

2 70 Support Furring PL.10. (150x150 ) kg 70 1.83 128.1

3 70 Rib PL.6. (150x150 ) kg 70 1.1 77.0 7.50

4 70 (4 x 300 Ø 16 Anchorage) kg 70 1.9 133.0

5 70(4M12x50)+ (2 Ring Plate) kg 70 0 0.0

6 4 (6000) Furring ( C.150x50x20x2,3 ) Lvl. 6.50 – 13.00 kg 4 29.8 119.2 4

4 (7500) kg 4 37.25 149.0 5

10 (2x1400) Gording (C.100x50x20x2,3) kg 10 11.4 114.0

7 7 (32900) Furring ( C.150x50x20x2,3 ) Lvl. 13.00 – 21.00 kg 7 163.5 1,144.5 38.4

16 (2x1400) Gording (C.100x50x20x2,3) kg 16 11.4 182.4

8 5 ((3000) ZAG ROD Ø 10 kg 5 1.85 9.3

11 (2x 5000) kg 11 6.2 68.2

9 11 { 2 (2x4)} + 5(4) Nut M10 + Ring kg 11 0 0.0

VIII Pekerjaan Joint Plate + Bracing ke Column .C3.(HB.400x13x21)

VIII.1 a Elevation CL.A - Lvl.+21.00 – 35.00


2 6 (8000) (UNP.150x75x6,5x10) .Lvl. +21.00 – 28.00 kg 6 149.4 896.4 8

2 (8700) kg 2 162.4 324.8 2.9

3 6 (8100) (UNP.150x75x6,5x10) .Lvl. +28.00 – 35.00 kg 6 151.2 907.2 8.1

2 (8700) kg 2 162.4 324.8 2.9

4 8 (4M16x50)+(2 Ring Plate) kg 32 0.165 5.3

VIII.2 b Elevation CL.F – Lvl.+21.00 -35.00


2 6 (8000) (UNP.150x75x6,5x10) . Lvl. +21.00 -28.00 kg 6 149.4 896.4 8

2 (8750) kg 2 163.4 326.8 2.92

3 6 (8100) (UNP.150x75x6,5x10) .Lvl. +28.00 – 35.00 kg 6 151.2 907.2 8.1

2 (8750) kg 2 163.4 326.8 2.92

4 8 (4M16x50)+(2 Ring Plate) kg 32 0.165 5.3

VIII.3 c. Elevation CL.1 - Lvl.+21.00 – 35.00


2 2 (7000) (UNP.150x75x6,5x10) . Lvl. +21.00 -26.00 kg 2 130.7 261.4 2.4

3 4 (8000) (UNP.150x75x6,5x10) . Lvl. +21.00 -28.00 kg 4 149.4 597.6 5.4

4 (9200) kg 4 171.74 687.0 6.2

4 2 (6000) (UNP.150x75x6,5x10) . Lvl. +28.00 -30.70 kg 2 112 224.0 2

5 4 (8500) (UNP.150x75x6,5x10) .Lvl. +28.00 – 35.00 kg 4 158.7 634.8 5.7

4 (9300) kg 4 173.6 694.4 6.2

6 10 (4M16x50)+(2 Ring Plate) kg 40 0.165 6.6

VIII.4 d. Elevation CL.5 – Lvl.+21.00 – 35.00 0.0


2 6 (8300) (UNP.150x75x6,5x10) . Lvl. +21.00 -28.00 kg 6 154.94 929.6 8.3

4 (9300) kg 4 173.6 694.4 6.2

3 6 (8200) (UNP.150x75x6,5x10) . Lvl. +28.00 -35.00 kg 6 153.1 918.6 8.2

4 (9300) kg 4 173.6 694.4 6.2 6.30

5 10 (4M16x50)+(2 Ring Plate) kg 40 0.165 6.6

IX Pekerjaan Furring Column. C3

IX.1 a Elevation CL.A – Lvl.+21.00 -35.00

1 65 (2x654) Support Furring (UNP.150x75x6,5x10) kg 65 24.416 1,587.0 14.17

2 65 (4M12x50)+ (2 Ring Plate) kg 260 0.165 42.9

3 13 (24900) Furring ( C.150x50x20x2,3 ) Lvl. +21.00 – 35.00 kg 13 123.67 1,607.7 54

4 13 (2x1450) Gording (C.100x50x20x2,3) kg 13 11.8 153.4 6.30

5 18 (4800 ) ZAG ROD Ø 10 kg 18 2.96 53.3

6 18 (4x2) Nut M.10 + Ring Plate kg 18 0 0.0

IX.2 b Elevation CL.F.-– Lvl.+21.00 -35.00


2 65(4M12x50)+ (2 Ring Plate) kg 260 0.165 42.9

3 13 (24900) Furring ( C.150x50x20x2,3 ) Lvl. +21.00 – 35.00 kg 13 123.67 1,607.7 54

4 13 (2x1450) Gording (C.100x50x20x2,3) kg 13 11.8 153.4 7.50

5 18 (4800 ) ZAG ROD Ø 10 kg 18 2.96 53.3


IX.3 c. Elevation CL.1 - Lvl.+ 21.00 – 35.00


2 72 (4M12x50)+ (2 Ring Plate) kg 288 0.165 47.5

3 12 (32900) Furring ( C.150x50x20x2,3 ) Lvl. +21.00 – 35.00 kg 12 163.4 1,960.8 65.8

4 16 (2x1400) Gording (C.100x50x20x2,3) kg 16 11.4 182.4

5 11 (4000 ) ZAG ROD Ø 10 kg 11 2.47 27.2 7.50

11 ( 5000) kg 11 3.1 34.1

6 11 {2 (4x2)} Nut M.10 + Ring Plate kg 11 0 0.0

IX.4 d. Elevation CL.5 – Lvl.+21.00 – 35.00


2 66(4M12x50)+ (2 Ring Plate) kg 264 0.165 43.6


4 16 (2x1400) Gording (C.100x50x20x2,3) kg 16 11.4 182.4

5 22 (5000) ZAG ROD Ø 10 kg 22 3.1 68.2

6 22 (4x2 ) Nut M.10 + Ring Plate kg 22 0 0.0

X Pekerjaan Joint Plate + Bracing ke Column .C4.(HB.350x12x19)

X.1 a Elevation CL.A - Lvl.+35.00 – 47.00


2 3 (2x5800) (UNP.150x75x6,5x10) .Lvl. +35.00 – 38.00 kg 3 216.54 649.6 5.8

2 (6600) kg 2 123.2 246.4 2.2

3 3 (2x6000) (UNP.150x75x6,5x10) .Lvl. +38.00 – 41.50 kg 3 224 672.0 6

2 (6800) kg 2 126.94 253.9 2.3

4 3 (2x7100) (UNP.150x75x6,5x10) .Lvl. +41.50 – 47.00 kg 3 265.1 795.3 7.1

2 (7800 ) kg 2 145.6 291.2 2.6

5 12 (4M16x50)+(2 Ring Plate) kg 48 0.165 7.9

X.2 b Elevation CL.F - Lvl.+35.00 – 47.00


2 3 (2x8000) (UNP.150x75x6,5x10) .Lvl. +35.00 – 41.50 kg 3 298.7 896.1 8

2 (8500) kg 2 158.7 317.4 2.84

4 3 (2x7100) (UNP.150x75x6,5x10) .Lvl. +41.50 – 47.00 kg 3 265.1 795.3 7.1

2 (7800 ) kg 2 145.6 291.2 2.6

5 8 (4M16x50)+(2 Ring Plate) kg 32 0.165 5.3

X.3 c. Elevation CL.1 - Lvl.+ 35.00 – 47.00


2 4 (6000) (UNP.150x75x6,5x10) .Lvl. +35.00 – 41.50 kg 4 112 448.0 4

3 (2x8300) kg 3 309.9 929.7 8.3

2 (9100) kg 2 169.9 339.8 3

3 3 (2x7400) (UNP.150x75x6,5x10) .Lvl. +41.50 – 47.00 kg 3 276.3 828.9 7.4

2 (2x8300 ) kg 2 309.9 619.8 5.6

5 10 (4M16x50)+(2 Ring Plate) kg 40 0.165 6.6

X.4 d. Elevation CL.5 – Lvl.+35.00 – 47.00


2 4 (6000) (UNP.150x75x6,5x10) .Lvl. +35.00 – 41.50 kg 4 112 448.0 4

3 (2x8300) kg 3 309.9 929.7 8.3

2 (9100) kg 2 169.9 339.8 3

3 3 (2x7400) (UNP.150x75x6,5x10) .Lvl. +41.50 – 47.00 kg 3 276.3 828.9 7.4

4 (6800) kg 4 126.94 507.8 4.54

2 (8500 ) kg 2 158.7 317.4 2.84 13.00

5 12 (4M16x50)+(2 Ring Plate) kg 48 0.165 7.9

VIII Pekerjaan Furring Column. C.4

VIII.1 a Elevation CL.A – Lvl.+35.00 – 47.00

1 55 (2x654) Support Furring (UNP.150x75x6,5x10) kg 55 24.416 1,342.9 12

2 55 (4M12x50)+ (2 Ring Plate) kg 220 0.165 36.3

3 11 (24900) Furring ( C.150x50x20x2,3 ) Lvl. +35.00 – 47,00 kg 11 123.7 1,360.7 45.7

4 2 {13(2x1500)} Gording (C.100x50x20x2,3) kg 2 158.6 317.2 13.00

5 9 (8500 ) ZAG ROD Ø 10 kg 9 5.3 47.7


VIII.2 b Elevation CL.F.-– Lvl.+35.00 – 47.00

1 55 (2x654) Support Furring (UNP.150x75x6,5x10) kg 55 24.416 1,342.9 12

2 55(4M12x50)+ (2 Ring Plate) kg 220 0.165 36.3

3 11 (24900) Furring ( C.150x50x20x2,3 ) Lvl. + 35.00 – 47.00 kg 11 123.7 1,360.7 45.7

4 2 { 13(2x1500)} Gording (C.100x50x20x2,3) kg 2 158.6 317.2 8.10

5 9 (8500 ) ZAG ROD Ø 10 kg 9 5.3 47.7


VIII.3 c. Elevation CL.1 - Lvl.+ 35.00 – 47.00


2 60 (4M12x50)+ (2 Ring Plate) kg 240 0.165 39.6


4 16 (2x1500) Gording (C.100x50x20x2,3) kg 16 12.2 195.2 8.10

5 11 (2x5000 ) ZAG ROD Ø 10 kg 11 6.2 68.2

6 11 {2 (4x2)} Nut M.10 + Ring Plate kg 11 0 0.0

VIII.4 d. Elevation CL.5 – Lvl.+ 35.00 – 47.00


2 60(4M12x50)+ (2 Ring Plate) kg 240 0.165 39.6


4 16 (2x1500) Gording (C.100x50x20x2,3) kg 16 12.2 195.2

5 11 (2x5000) ZAG ROD Ø 10 kg 11 6.2 68.2

6 11 {2(4x2 )} Nut M.10 + Ring Plate kg 11 0 0.0

IX Pekerjaan Joint Plate + Bracing ke Column .C5.(HB.350x12x19)

IX.1 a Elevation CL.A - Lvl.+ 47.00 – 58.30


2 3 (2x7450) (UNP.150x75x6,5x10) .Lvl. +47.00 – 52.500 kg 3 278.2 834.6 7.5

2 (8150) kg 2 152.2 304.4 2.72

3 3 (2x7600) (UNP.150x75x6,5x10) .Lvl. +52.50 – 58.30 kg 3 283.74 851.2 7.6

2 (8200) kg 2 153.1 306.2 2.74

5 8 (2M16x50)+(2 Ring Plate) kg 16 0.165 2.6

IX.2 b Elevation CL.F - Lvl.+ 47.00 – 58.30


2 3 (2x8600) (UNP.150x75x6,5x10) .Lvl. +47.00 – 52.500 kg 3 321.1 963.3 8.6

2 (9200) kg 2 171.74 343.5 3.1

3 3 (2x6700) (UNP.150x75x6,5x10) .Lvl. +52.50 – 58.30 kg 3 250.14 750.4 6.7

2 (7500) kg 2 140 280.0 2.5

5 8 (2M16x50)+(2 Ring Plate) kg 16 0.165 2.6

IX.3 c. Elevation CL.1 - Lvl.+ 47.00 – 58.30


2 2 (2x7600) (UNP.150x75x6,5x10) .Lvl. +47.00 – 52.50 kg 2 283.74 567.5 5

2 (2x8200) kg 2 306.14 612.3 5.5

2 (8800) kg 2 164.3 328.6 2.94

3 2 (2x6100) (UNP.150x75x6,5x10) .Lvl. +52.50 – 58.30 kg 2 227.74 455.5 4.1

2 (2x6700 ) kg 2 250.14 500.3 4.5

2 (2x7000 ) kg 2 261.4 522.8 4.7

2 (7800 ) kg 2 145.6 291.2 2.6

5 12 (2M16x50)+(2 Ring Plate) kg 24 0.165 4.0

IX.4 d. Elevation CL.5 – Lvl.+47.00 – 58.30


2 2 (2x7600) (UNP.150x75x6,5x10) .Lvl. +47.00 – 52.50 kg 2 283.74 567.5 5.1

2 (2x8200) kg 2 306.14 612.3 5.5

2 (8800) kg 2 164.3 328.6 2.94

3 2 (2x6000) (UNP.150x75x6,5x10) .Lvl. +52.50 – 58.30 kg 2 224 448.0 4

2 (2x6700) kg 2 250.14 500.3 4.5

2 (2x7000 ) kg 2 261.4 522.8 4.7

2 (7800 ) kg 2 145.6 291.2 2.6 19.50

5 12 (4M16x50)+(2 Ring Plate) kg 48 0.165 7.9

IX Pekerjaan Furring Column. C.5

IX.1 a Elevation CL.A – Lvl.+ 47.00 – 58.30


2 50 (4M12x50)+ (2 Ring Plate) kg 200 0.165 33.0

3 10 (24900) Furring ( C.150x50x20x2,3 ) Lvl. +35.00 – 47,00 kg 10 123.7 1,237.0 41.5

4 3 {13(2x1500)} Gording (C.100x50x20x2,3) kg 3 158.6 475.8 19.50

5 9 (8500 ) ZAG ROD Ø 10 kg 9 5.3 47.7


IX.2 b Elevation CL.F.-– Lvl.+47.00 – 58.30 0 0.0


2 50(4M12x50)+ (2 Ring Plate) kg 200 0.165 33.0

3 10 (24900) Furring ( C.150x50x20x2,3 ) Lvl. + 35.00 – 47.00 kg 10 123.7 1,237.0 41.5

4 3 { 13(2x1500)} Gording (C.100x50x20x2,3) kg 3 158.6 475.8 24.00

5 9 (8500 ) ZAG ROD Ø 10 kg 9 5.3 47.7


IX.3 c. Elevation CL.1 – Lvl.+47.00 – 58.30


2 60 (4M12x50)+ (2 Ring Plate) kg 240 0.165 39.6


4 3{16 (2x1500)} Gording (C.100x50x20x2,3) kg 3 195.2 585.6 24.00

5 11 (11200 ) ZAG ROD Ø 10 kg 11 6.91 76.0

6 11 (9x2) Nut M.10 + Ring Plate kg 11 0 0.0 98,769.31

IX.4 d. Elevation CL.5 – Lvl.+ 47.00 – 58.30 99,148.35


2 60(4M12x50)+ (2 Ring Plate) kg 240 0.165 39.6


4 3{16 (2x1500)} Gording (C.100x50x20x2,3) kg 3 195.2 585.6 Permintaan Baut Tgl;28/10/;13

5 11 (11200) ZAG ROD Ø 10 kg 11 6.91 76.0

6 11 (9x2 ) Nut M.10 + Ring Plate kg 11 0 0.0

98,769.31

Kebutuhan Baut -Mur + Ring Permintaan Baut Tgl; 25/10/'13

1 M25 x 100 Bj 100

2 M25 X 90 Bj 1557

3 M25 x 80 Bj 366

4 M22 X 100 Bj 1200 1250

5 M22 x 90 Bj 240

6 M22 x 80 Bj 1436 414

7 M22 x 70 Bj 7600 2319

8 M22 x 60 Bj 170

9 M20 x 80 Bj 1080

10 M20 x 70 Bj 3968 809

11 M20 x 60 Bj 1384 217

12 M16 x 70 Bj 2418

13 M16 x 60 Bj 0 631

14 M16 x 50 Bj 576 321

15 M12 x 50 0,08 Bj 3623

EMBD PL.10 Bj 290

PIN Joint (250 x 400) Panjang 128 + Pendek 80 Bj 208

VI WIND BRACING TOWER (UNP. 150 X 75 X 6,5 X 10)

UNP 150 WIND BRACING ELEVATION CL.A. (Lvl.6.50 -21.00) Btg 18

UNP 150 WIND BRACING ELEVATION CL.F Btg 18

UNP 150 WIND BRACING ELEVATION CL.1 Btg 36














UNP.150x75x6,5x10 Wind Bracing Total Btg 406

VII Support Furring Clading ke Column C3-C5. (UNP.150x75x6,5x10)

UNP.150 Support Furring Elevation CL.A (Lvl.21,00 -35.00) Btg 14

UNP.150 Support Furring Elevation CL.F Btg 14

UNP.150 Support Furring Elevation CL.1 Btg 11










UNP.150x75x6,5x10 Wind Bracing Total Btg 132 132 – 148 = Datang

Jack Roof Plan ( CNP.150x6,5x20x2,3)

3 RG.4 ( 2C.150x6,5x20x2,3) (Lvl. 58,30) Btg 6

1 RG.4 ( 2C.150x6,5x20x2,3) Btg 3

CNP.150 Furring Claiding Elevation CL.A (Lvl. 6.50 – 21.00) Btg 25

Btg 33

CNP.150 Furring Claiding Elevation CL.F Btg 25

Btg 33

CNP.150 Furring Claiding Elevation CL.1. Btg 27

Btg 37

CNP.150 Furring Claiding Elevation CL.5 Btg 9

Btg 38

CNP.150 Furring Claiding Elevation CL.A (Lvl. +21.00 – 35,00) Btg 54












CNP.150x50x20x2,3 Furring Clading Total Btg 864

Jack Roof Plan ( CNP.100x6,5x20x2,3)

3 RG.4 ( 2C.100x50x20x2,3) Btg 6

1 RG.4 ( 2C.100x50x20x2,3) Btg 3

CNP.100 Gording Furring Claiding Elevation CL.A (Lvl. 6.50 – 21.00) Btg 12

CNP.100 Gording Furring Claiding Elevation CL.F Btg 15

CNP.100 Gording Furring Claiding Elevation CL.1 Btg 15


CNP.100 Gording Furring Claiding Elevation CL.A (Lvl. + 21.00-35.00) Btg 6




CNP.100 Gording Furring Claiding Elevation CL.A (Lvl. +35.00 -47.00) Btg 13




CNP.100 Gording Furring Claiding Elevation CL.A (Lvl. +47.00 -58.30) Btg 20




CNP.100x50x20x2,3 Gording Furring Clading Total Btg 194

Pekerjaan Lantai Tower ( Lvl. +3.00 – +47.00)

1 40 Bordes Plaat 4,5 x4'x8' 40.00

2 53 Bordes Plaat 4,5x4'x8' 53.00

3 105 Bordes Plaat 4,5x4'x8' 106.00

4 100 Bordes Plaat 4,5x4'x8' 100.00

5 115 Bordes Plaat 4,5x4'x8' 115.00

6 35 Bordes Plaat 4,5x4'x8' 36.00

7 16 Bordes Plaat 4,5 x4'x8' 16.00

8 3 Bordes Plaat 4,5x4'x8' 3.00

9 256 Bordes Plaat 4,5x4'x8' 256.00

10 40 Bordes Plaat 4,5 x4'x8' 40.00

11 270 Bordes Plaat 4,5 x4'x8' 270.00

12 16 Bordes Plaat 4,5 x4'x8' 16.00

13 270 Bordes Plaat 4,5x4'x8' 270.00

Bordes Plate 4,5x4'x8' Lantai Tower Total 1,321.00

1 16 UNP.150x75x6,5 16.00

2 32 UNP.150x75x6,5 32.00

3 40 UNP.150x75x6,5 40.00

4 43 UNP.150x75x6,5 43.00

5 65 PUNP.150x75x6,5 65.00

6 12 UNP.150x75x6,5 12.00

7 4 UNP.150x75x6,5 4.00

8 4 UNP.150x75x6,5 - 4.00

9 20 UNP.150x75x6,5 20.00

10 16 UNP.150x75x6,5 16.00

11 80 UNP.150x75x6,5 80.00

12 7 UNP.150x75x6,5 7.00

13 80 UNP.150x75x6,5 80.00

UNP.150x75x6,5x10 Lantai Tower Total 419.00 419 – 140 = 279

1 20 L.60x60x6 20.00

2 37 L.60x60x6 37.00

3 68 L.60x60x6 66.00

4 50 L.60x60x6 50.00

5 80 L.60x60x6 80.00

6 15 L.60x60x6 15.00

7 6 L.60x60x6 6.00

8 6 L.60x60x6 6.00

9 15 L.60x60x6 15.00

10 20 L.60x60x6 20.00 Furring = 148 Btg

11 120 L.60x60x6 120.00 Tower = 140 Btg

12 11 L.60x60x6 11.00

13 120 L.60x60x6 120.00

L.60x60x6 Lantai Tower Total 566.00

N0 Jenis Material sat Qty Qty Total Material yang sudah ada PengajuanTower = 255 Btg

I Material UNP.150x75x6,5 ( Lvl.+3.00 – 58.30) Btg 669 957.00 Pengajuan I U/ Support

U/ Lantai Tower = 322 Btg

II Material CNP.150x50x20x2,3 (Lvl.+6.50 – Roof) Btg 864 864.00

III Material CNP.100x50x20x2,3 (Lvl.+6.50 – Roof) Btg 194 194.00 47

35

IV Material L. 60X60x6 ( Lvl.+3.00 – 47.00) Btg 311 566.00 Pengajuan I U/ Lantai 10

1

V Material Bordes Plate 4,5x4'x8' Sub Total : Lbr 999 1,321.00 Pengajuan I U/ Lantai 4

28

VI Material Tangga II Tower Mesin Pengajuan I U/Tangga I 40

1 Lbr 47 Lbr 68

2 UNP. 200x807,5x11 Btg 35 Btg

3 L. 50x50x5 Btg 10 Btg

4 Lbr 1 Lbr

5 Lbr 4 Lbr

6 Btg 28 Btg

7 Btg 40 Btg

Plate Bordes ♯ 6 m/m x4'x8'

Plate ♯ 6 m/m x4'x8'

Plate ♯ 12m/m x4'x8'

Pipa Besi Hitam SGP/Sch 40.ﾘ2'' = 28 Pcs

Pipa Besi Hitam SGP/Sch 40.ﾘ1.1/2'' = 40 Pcs

8 Btg 68 Btg

Material Pekerjaan Erection Tower Mesin secara Global ≈ ▲

Pipa Besi Hitam SGP/Sch 40.ﾘ 1'' = 68 Pcs

progres pekerjaan tower rev 5.xls

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