kerja sivil:tangki 3000mt

LOKASI : PT. WBI

No. DIMENSI UNIT VOLUME SATUAN

PONDASI TANK 3.000 MT

1 Concrete Foundation 111.81 M3 268.34 Ton

2 Aspal bitument 215.71 M2 22.65 Ton

3 Sand compacted 135.74 M3 217.19 Ton

4 Steel structure tank 124.57 Ton

5 Isi Tank 3,000.00 MT 2,373.90 Ton

Total Beban Pondasi Tank 3.000 T 3,006.65 Ton

Daya dukung tiang pancang 55 Ttk 54.67 Ton/ttk

1 POINT OF PILING 60 TON

PERHITUNGAN BEBAN PONDASI TANK 3.000 MT

BEBAN PONDASI

REBAR FOUNDATION

REBAR WORK ( Dia. 16 MM ) PLATE FOUNDATION

No. R Jarak Panjang Tekuk Kait Total Sambungan

mtr mtr mtr mtr mtr mtr

1 8.31 - 16.62 0.80 0.30 34.34 2.50

2 8.31 0.20 16.62 0.80 0.30 34.33 2.50

3 8.31 0.40 16.60 0.80 0.30 34.30 2.49

4 8.31 0.60 16.58 0.80 0.30 34.25 2.49

5 8.31 0.80 16.54 0.80 0.30 34.19 2.49

6 8.31 1.00 16.50 0.80 0.30 34.10 2.48

7 8.31 1.20 16.45 0.80 0.30 33.99 2.47

8 8.31 1.40 16.38 0.80 0.30 33.86 2.46

9 8.31 1.60 16.31 0.80 0.30 33.72 2.45

10 8.31 1.80 16.23 0.80 0.30 33.55 2.44

11 8.31 2.00 16.13 0.80 0.30 33.36 2.43

12 8.31 2.20 16.03 0.80 0.30 33.15 2.41

13 8.31 2.40 15.91 0.80 0.30 32.92 2.39

14 8.31 2.60 15.79 0.80 0.30 32.67 2.38

15 8.31 2.80 15.65 0.80 0.30 32.40 2.36

16 8.31 3.00 15.50 0.80 0.30 32.10 2.33

17 8.31 3.20 15.34 0.80 0.30 31.78 2.31

18 8.31 3.40 15.17 0.80 0.30 31.43 2.29

19 8.31 3.60 14.98 0.80 0.30 31.06 2.26

20 8.31 3.80 14.78 0.80 0.30 30.66 2.23

21 8.31 4.00 14.57 0.80 0.30 30.24 2.20

22 8.31 4.20 14.34 0.80 0.30 29.78 2.17

23 8.31 4.40 14.10 0.80 0.30 29.30 2.13

24 8.31 4.60 13.84 0.80 0.30 28.78 2.09

25 8.31 4.80 13.57 0.80 0.30 28.23 2.05

26 8.31 5.00 13.27 0.80 0.30 27.65 2.01

27 8.31 5.20 12.96 0.80 0.30 27.03 1.97

28 8.31 5.40 12.63 0.80 0.30 26.37 1.92

29 8.31 5.60 12.28 0.80 0.30 25.66 1.87

30 8.31 5.80 11.90 0.80 0.30 24.90 1.81

31 8.31 6.00 11.50 0.80 0.30 24.10 1.75

32 8.31 6.20 11.07 0.80 0.30 23.23 1.69

33 8.31 6.40 10.60 0.80 0.30 22.30 1.62

34 8.31 6.60 10.10 0.80 0.30 21.30 1.55

35 8.31 6.80 9.55 0.80 0.30 20.21 1.47

36 8.31 7.00 8.96 0.80 0.30 19.01 1.38

37 8.31 7.20 8.30 0.80 0.30 17.70 1.29

38 8.31 7.40 7.56 0.80 0.30 16.22 1.18

39 8.31 7.60 6.72 0.80 0.30 14.54 1.06

40 8.31 7.80 5.73 0.80 0.30 12.57 0.91

41 8.31 8.00 4.50 0.80 0.30 10.09 0.73

42 8.31 8.20 2.70 0.80 0.30 6.49 0.47

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

70

71

72

73

74

75

76

REBAR WORK ( Dia. 16 MM ) OUTSIDE RING BEAM

No. Vertikal 1 Vertikal 1 Panjang Tekuk Kait Total Sambungan

mtr mtr mtr mtr mtr mtr mtr

1 1.025 0.935 1.96 1.20 0.30 3.46

2 52.19 30.00 821.87 59.77

REBAR WORK ( Dia. 16 MM ) INSIDE RING BEAM

No. Vertikal 1 Vertikal 1 Panjang Tekuk Kait Total Sambungan

mtr mtr mtr mtr mtr mtr mtr

1 0.802 0.802 1.60 0.79 0.30 2.70

2 5.65 30.00 285.22 20.74

REBAR WORK ( Dia. 16 & 10 MM ) CASING FOR PIPE DRAIN

No. Utama dia. 16 Sengkang dia. 10 Jumlah Panjang Kait Total Sambungan

mtr mtr btg mtr mtr mtr mtr

1 7.36 6.000 44.16 1.20 45.36

2 1.10 47.33 52.07 9.47 61.53

Jumlah Total P

mtr mtr

1.00 73.67

2.00 147.31

2.00 147.18

2.00 146.98

2.00 146.69

2.00 146.31

2.00 145.85

2.00 145.31

2.00 144.68

2.00 143.96

2.00 143.16

2.00 142.26

2.00 141.27

2.00 140.19

2.00 139.01

2.00 137.73

2.00 136.35

2.00 134.87

2.00 133.27

2.00 131.56

2.00 129.74

2.00 127.79

2.00 125.72

2.00 123.50

2.00 121.15

2.00 118.64

2.00 115.97

2.00 113.13

2.00 110.10

2.00 106.86

2.00 103.40

2.00 99.69

2.00 95.70

2.00 91.39

2.00 86.70

2.00 81.59

2.00 75.94

2.00 69.62

2.00 62.41

2.00 53.92

2.00 43.31

2.00 27.85

Total M' 4,851.74 M'

Total Kg 7,656.05 Kg

Jumlah Total P

mtr mtr

350.00 1,212.40

881.64 881.64

Total M' 2,094.04 M'

Total Kg 3,304.40 Kg

Jumlah Total P

mtr mtr

40.00 107.92

305.96 305.96

Total M' 413.88 M'

Total Kg 653.10 Kg

Total P Berat

mtr kg

45.36 71.58

61.53 37.97

Total Kg 109.54 Kg

WILMAR

MATERIAL UPAH MATERIAL UPAH

METHANOL TANK FOUNDATION 3.000 MT 1.00 unit

I PILING WORK

1 Spun pile Ø 400 1,980.00 m' 200,000.00Rp 75,000.00Rp 396,000,000.00Rp 148,500,000.00Rp

2 Cut of top spun pile Ø 400 55.00 nos 45,000.00Rp -Rp 2,475,000.00Rp

396,000,000.00Rp 150,975,000.00Rp

II CONCRETE

A Fill into Top Spunpile

1 Concretting K300 2.70 m3 850,000.00Rp 75,000.00Rp 2,293,671.88Rp 202,382.81Rp

2 Reinforcing U32 deformed bar dia. 10 mm 144.79 kg 10,500.00Rp 1,800.00Rp 1,520,288.00Rp 260,620.80Rp

3 Reinforcing U32 deformed bar dia.19 mm 1,322.24 kg 10,500.00Rp 1,800.00Rp 13,883,562.00Rp 2,380,039.20Rp

B Foundation Slab

1 Soil Excavation 121.13 m3 35,000.00Rp -Rp 4,239,650.08Rp

2 Refill with soil 18.17 m3 25,000.00Rp -Rp 454,248.22Rp

3 Disposal soil 102.96 m3 20,000.00Rp -Rp 2,059,258.61Rp

4 Soil Caompaction 220.24 m2 7,500.00Rp -Rp 1,651,811.72Rp

5 Sand fill 10cm thk 22.02 m3 125,000.00Rp 35,000.00Rp 2,753,019.53Rp 770,845.47Rp

6 Lean concrete 1:3:5 (5 cm thk) 11.01 m3 620,000.00Rp 45,000.00Rp 6,827,488.44Rp 495,543.52Rp

7 Formwork plywood 118.87 m2 65,000.00Rp 25,000.00Rp 7,726,284.28Rp 2,971,647.80Rp

8 Concretting K300 109.11 m3 850,000.00Rp 75,000.00Rp 92,741,863.05Rp 8,183,105.56Rp

9 Reinforcing U32 deformed bar 11,723.09 kg 10,500.00Rp 1,800.00Rp 123,092,469.22Rp 21,101,566.15Rp

C Other Work

1 Sand fill compacted 135.74 m3 187,500.00Rp 35,000.00Rp 25,452,056.96Rp 4,751,050.63Rp

2 Asphalt pavement t=5 cm 215.71 m2 150,000.00Rp 25,000.00Rp 32,355,863.10Rp 5,392,643.85Rp

3 Pipa PVC Ø 2" + ijuk 17.40 m' 25,000.00Rp 10,000.00Rp 434,890.00Rp 173,956.00Rp

4 Pipa PVC Ø 6" 8.00 m' 100,000.00Rp 20,000.00Rp 800,000.00Rp 160,000.00Rp

5 Finishing cement 102.45 m2 25,000.00Rp 7,500.00Rp 2,561,298.00Rp 768,389.40Rp

312,442,754.46Rp 56,016,759.83Rp

708,442,754.46Rp 206,991,759.83Rp

915,434,514.29Rp

Dihitung oleh : Diketahui oleh : Disetujui oleh :

Boy Hidayat Teguh D H Tanmin

RENCANA ANGGARAN BIAYA

METHANOL TANK FOUNDATION 3.000 MT - PT. WBI

SUB TOTAL

HARGA SATUANVOLUME SATUANU R A I A NNO

TOTAL

TOTAL MATERIAL & UPAH


MATRIAL UPAH MATRIAL UPAH

STEEL STRUCTURE WORK

1 Bottom Plate (ASTM A283 Grade C)

a. Plate m/s 10 mm thk, 5' x 20', Annular Plate 7,875.90 kg 10,300.00 3,500.00 81,121,770.00 27,565,650.00

b. Plate m/s 8 mm thk, 5' x 20' 13,301.90 kg 10,300.00 3,500.00 137,009,570.00 46,556,650.00

c. Flat bar 3 mm thk, 50 mm width 11.41 kg 10,300.00 3,500.00 117,480.56 39,920.58

2 Shell Plate (ASTM A283 Grade C)

a. Plate m/s 10 mm thk, 5' x 20' (shell # 1 & # 2) 19,600.00 kg 10,300.00 5,500.00 201,880,000.00 107,800,000.00

b. Plate m/s 8 mm thk, 5' x 20' (shell # 3 & # 4) 16,800.00 kg 10,300.00 5,500.00 173,040,000.00 92,400,000.00

c. Plate m/s 6 mm thk, 5' x 20' (shell # 5, # 6 & # 7) 21,002.40 kg 10,300.00 5,500.00 216,324,720.00 115,513,200.00

d. Plate m/s 4.5 mm thk, 5' x 20' (shell # 8,# 9,# 10, # 11) 22,403.20 kg 10,300.00 5,500.00 230,752,960.00 123,217,600.00

f. UNP 120 x 55 x 6 x 6000mm (Ring top) 675.00 kg 11,650.00 5,500.00 7,863,750.00 3,712,500.00

g. Besi siku 80 x 80 x 8 mm (Bottom Ring) 521.64 kg 11,650.00 5,500.00 6,077,106.00 2,869,020.00

3 Truss

Main Rafter & Crown Ring

a. Main rafter UNP 200x80x7.5 2,583.00 kg 11,650.00 3,500.00 30,091,950.00 9,040,500.00

b. Rafter UNP 75x40x5 816.70 kg 11,650.00 3,500.00 9,514,536.36 2,858,444.40

b. Plate m/s 8 mm thk,6' x 20' (Stiffener & Cleat Plate truss) 160.69 kg 10,300.00 3,500.00 1,655,076.84 562,404.75

c. Plate m/s 10 mm thk, 4' x 8' (Gusset) 248.31 kg 10,300.00 3,500.00 2,557,639.35 869,100.75

d. Plate m/s 10 mm thk, 6' x 20' (Gusset & Crown ring) 175.73 kg 10,300.00 5,500.00 1,810,008.08 966,509.17

e. Flange 1020 OD x 900 ID, plate 12 mm thk. 154.52 kg 10,300.00 5,500.00 1,591,512.28 849,836.65

Purlin

a. Purlin No.1 UNP 75x40x5 258.38 kg 11,650.00 3,500.00 3,010,114.88 904,326.36

b. Purlin No.2 UNP 75x40x5 139.89 kg 11,650.00 3,500.00 1,629,773.49 489,631.52

c. Purlin No.3 UNP 75x40x5 36.52 kg 11,650.00 3,500.00 425,501.80 127,833.16

4 Roof plate

a. Plate m/s 4.5 mm thk, 5' x 20' 11,026.40 kg 10,300.00 3,500.00 113,571,920.00 38,592,400.00

b. Flat bar 3 mm thk, 50 mm width 11.41 kg 10,300.00 3,500.00 117,480.56 39,920.58

c. Vent. Pipe dia. 6" Sch.40 22.50 kg 15,000.00 3,500.00 337,500.00 78,750.00

d. Elbow Sch. 40 dia. 6" 2.00 nos 610,000.00 70,000.00 1,220,000.00 140,000.00

5 Shell Manhole 24" (M1)

a. Plate Mild Steel 1255 x 1255 x 14 mm 173.10 kg 10,300.00 5,500.00 1,782,881.05 952,023.86

b. Plate Mild Steel 190 x 1936 x 12 mm 34.65 kg 10,300.00 5,500.00 356,900.44 190,577.90

c. Plate Mild Steel 820 x 820 x 12 mm 63.34 kg 10,300.00 3,500.00 652,402.82 221,690.28

d. Flange ANSI 150 lbs dia. 24" (820 OD x 626 ID) 1.00 set 1,100,000.00 150,000.00 1,100,000.00 150,000.00

e. Bolt & Nut m/s M22 x 2 1/2" 20.00 set 18,500.00 1,000.00 370,000.00 20,000.00

f. Support ( engsel ) u/ penutup Man Hole 1.00 set 120,000.00 50,000.00 120,000.00 50,000.00

g. Gasket Tombo 1100 ukuran 1270 x 1270 x 3 mm thk 1.00 lbr 220,000.00 25,000.00 220,000.00 25,000.00

h. Handle RB dia. 16 x 450 1.42 kg 11,500.00 5,500.00 16,332.30 7,811.10

6 Roof Manhole 20" (M2)

a. Plate Mild Steel 1050 x 1050 x 6 mm 51.93 kg 10,300.00 3,500.00 534,855.83 181,747.13

b. Plate Mild Steel 200 x 1596 x 6 mm 15.03 kg 10,300.00 5,500.00 154,853.50 82,688.76

c. Flange ANSI 150 lbs dia. 20" (650 OD) 1.00 set 950,000.00 135,000.00 950,000.00 135,000.00

d. Bolt & Nut m/s M20 x 2 1/2" 16.00 set 17,000.00 1,000.00 272,000.00 16,000.00

e. Handle RB dia. 16 x 450 1.42 kg 11,500.00 5,500.00 16,332.30 7,811.10

f. Support ( engsel ) u/ penutup Man Hole 1.00 set 120,000.00 50,000.00 120,000.00 50,000.00

g. Gasket Tombo 1100 ukuran 1270 x 1270 x 3 mm thk 1.00 lbr 220,000.00 25,000.00 220,000.00 25,000.00

7 Shell Inlet Nozzle 6"

a. Plate Mild Steel 400 x 400 x 6 mm, Pad Plate & Cleat Plate 12.83 kg 10,300.00 3,500.00 132,197.93 44,921.63

b. Pipe NPS 12" Sch.40 dia. 6" 498.60 kg 15,000.00 3,500.00 7,479,000.00 1,745,100.00

c. Flange ANSI 150 lbs dia. 6" 1.00 set 610,000.00 60,000.00 610,000.00 60,000.00


e. Elbow NPS 6" Sch.40 3.00 set 610,000.00 70,000.00 1,830,000.00 210,000.00

f. Gasket Tombo 1100 ukuran 1270 x 1270 x 3 mm thk 1.00 lbr 220,000.00 25,000.00 220,000.00 25,000.00

g. Besi siku 50 x 50 x 5 mm 5.67 kg 10,300.00 3,500.00 58,401.00 19,845.00

h. U bolts Ø 6 mm & nuts dia. 6" 5.00 set 12,000.00 1,000.00 60,000.00 5,000.00

8 Shell Outlet Nozzle 8" (N2)

a. Plate Mild Steel 585 x 585 x 6 mm 16.12 kg 10,300.00 3,500.00 166,023.61 56,415.79

b. Pipe NPS 8" Sch.40 374.69 kg 15,000.00 3,500.00 5,620,350.00 1,311,415.00

c. Elbow NPS 8" Sch.40 1.00 set 700,000.00 70,000.00 700,000.00 70,000.00

d. Flange ANSI 150 lbs dia. 8" 1.00 set 700,000.00 60,000.00 700,000.00 60,000.00

e. Bolt & Nut m/s M19 x 2 1/2" 10.00 set 16,000.00 1,000.00 160,000.00 10,000.00

f. Besi siku 50 x 50 x 5 mm 34.97 kg 11,650.00 3,500.00 407,342.25 122,377.50

g. U bolts Ø 6 mm & nuts (dia. 8") 5.00 set 15,000.00 1,250.00 75,000.00 6,250.00

f. Gasket Tombo 1100 ukuran 1270 x 1270 x 3 mm thk 1.00 lbr 220,000.00 25,000.00 220,000.00 25,000.00

9 Drain Pipe 4"

a. Pipe NPS 4" Sch.40 dia. 4" 128.00 kg 15,000.00 3,500.00 1,920,000.00 448,000.00

b. Flange ANSI 150 lbs dia. 4" 2.00 set 500,000.00 36,000.00 1,000,000.00 72,000.00

c. Bolt & Nut m/s M19 x 2 1/2" 6.00 set 16,000.00 1,000.00 96,000.00 6,000.00

10 Steam Coil Nozzle 2"

a. SS 304 SUS Sch.10 Seamless Pipe dia. 2" 437.48 m' 109,791.15 25,000.00 48,031,432.30 10,937,000.00

b. SS Pipa Bend 400 mm c/c SUS 304 Sch 10 dia 2 " 34.80 m' 109,791.15 25,000.00 3,820,732.02 870,000.00

c. Flange ANSI 150 lbs dia. 2" 5.00 pcs 250,000.00 30,000.00 1,250,000.00 150,000.00

d. Bolt & Nut m/s M13 x 2 " 30.00 set 14,000.00 1,000.00 420,000.00 30,000.00

SUB TOTAL HARGA (Rp)DESCRITION

PROJECT : PT. WBI

SUBJECT : STORAGE TANK Cap : 3.000 T, 1 Unit

NO VOL SATHARGA SATUAN (Rp)




PROJECT : PT. WBI



e. Besi siku 50 x 50 x 5 mm 531.45 kg 11,650.00 3,500.00 6,191,426.05 1,860,085.08

f. U bolts M10 & nuts dia. 2" 272.00 pcs 11,000.00 1,000.00 2,992,000.00 272,000.00

11 Shell Over Flow Drain 6"

a. Plate Mild Steel 400 x 400 x 6 mm, Cleat Plate 12.72 kg 10,300.00 3,500.00 130,985.10 44,509.50

b. Pipe NPS 12" Sch.40 dia. 6" 387.80 kg 15,000.00 3,500.00 5,817,000.00 1,357,300.00

c. Flange ANSI 150 lbs dia. 6" 1.00 set 610,000.00 60,000.00 610,000.00 60,000.00


e. Elbow NPS 6" Sch.40 2.00 set 610,000.00 70,000.00 1,220,000.00 140,000.00

f. Besi siku 50 x 50 x 5 mm 7.56 kg 11,650.00 3,500.00 88,074.00 26,460.00

g. U bolts Ø 6 mm & nuts dia. 6" 4.00 set 12,000.00 1,000.00 48,000.00 4,000.00

12 Handrail at roof

a. Pipa SGP dia. 1 1/2" (middle rail & post) 558.48 kg 15,000.00 5,500.00 8,377,200.00 3,071,640.00

b. Pipa SGP dia. 1 1/2" (top rail) 193.32 kg 15,000.00 5,500.00 2,899,800.00 1,063,260.00

c. Flat Bar Mild Steel 75 mm x 6 mm x 6 m 402.42 kg 10,850.00 3,500.00 4,366,257.00 1,408,470.00




PROJECT : PT. WBI



13 Staircase c/w Handrail & Terminal

a. Expanded Metal Type 50080 uk 1200x2400 (300 x 700 x 6 mm) 286.99 kg 10,850.00 3,500.00 3,113,829.93 1,004,461.27

b. Plate Mild Steel 150 x 700 x 4.5 mm 329.31 kg 10,850.00 3,500.00 3,573,064.39 1,152,601.41

c. Pipa SGP dia. 1 1/2" (middle rail & post) 145.63 kg 15,000.00 3,500.00 2,184,516.00 509,720.40

d. Pipa SGP dia. 1 1/2" (top rail) 69.81 kg 15,000.00 3,500.00 1,047,150.00 244,335.00

e. Flat Bar 25x4.5x6000 mm 154.38 kg 10,850.00 3,500.00 1,675,043.83 540,336.72

14 Internal Ladder

a. Round Bar dia. 19 x 600mm 74.93 kg 11,500.00 3,500.00 861,672.00 262,248.00

15 Pemasangan pipa untuk level switch

a. Pipa Sch 40 dia. 2" 91.20 kg 15,000.00 4,600.00 1,367,942.40 419,502.34

b. Flange ANSI 150 lbs dia. 2" 1.00 pcs 96,000.00 50,000.00 96,000.00 50,000.00

16 Level Indicator c/w float

a. Besi siku 50 x 50 x 5 x 6 m 691.29 kg 11,650.00 3,500.00 8,053,486.56 2,419,502.40

b. Float m/s plate 1 mm thk 1.00 pcs 350,000.00 150,000.00 350,000.00 150,000.00

c. Roller 2.00 pcs 50,000.00 25,000.00 100,000.00 50,000.00

d. Wire rope s/s dia. 3 mm 36.00 m 3,000.00 3,500.00 108,000.00 126,000.00

e. Wire rope s/s dia. 6 mm 36.00 m 8,000.00 3,500.00 288,000.00 126,000.00

f. Wire rope clip dia. 3 mm 4.00 pcs 3,000.00 2,500.00 12,000.00 10,000.00

g. Wire rope clip dia. 6 mm 8.00 pcs 5,000.00 2,500.00 40,000.00 20,000.00

1,359,470,854.81 610,002,305.09

FINISHING WORK

1 Sandblasting & Painting 3 times (Inner Shell) 1,314.64 m2 80,000.00 15,000.00 105,170,840.47 19,719,532.59

2 Sandblasting & Painting 3 times (Outer Shell) 1,156.95 m2 80,000.00 15,000.00 92,555,672.93 17,354,188.68

3 Water Test 3,000.00 m3 4,000.00 12,000,000.00 -

4 Calibration 1.00 nos 10,000,000.00 - 10,000,000.00

5 Piping connected to existing system 1.00 lot 150,000,000.00 15,000,000.00 150,000,000.00 15,000,000.00

6 Splinker System 1.00 lot 15,000,000.00 2,000,000.00 15,000,000.00 2,000,000.00

Sub Total Finishing Work 374,726,513.41 64,073,721.26

GRAND TOTAL

Dihitung oleh : Diketahui oleh : Disetujui oleh :

Boy Hidayat Teguh D H Tanmin

2,408,273,394.57

Sub Total 1 s/d 16

RENCANA KEBUTUHAN MATERIAL

STEEL STRUCTURE WORK

1 Bottom Plate (ASTM A283 Grade C)

a. Plate m/s 10 mm thk, 5' x 20', Annular Plate 7,875.90 kg 9.00 sht

b. Plate m/s 8 mm thk, 5' x 20' 13,301.90 kg 19.00 sht

c. Flat bar 3 mm thk, 50 mm width 11.41 kg 2.00 sht

21,189.21

2 Shell Plate (ASTM A283 Grade C)

a. Plate m/s 10 mm thk, 5' x 20' (shell # 1 & # 2) 19,600.00 kg 16.00 sht

b. Plate m/s 8 mm thk, 5' x 20' (shell # 3 & # 4) 16,800.00 kg 16.00 sht

c. Plate m/s 6 mm thk, 5' x 20' (shell # 5, # 6 & # 7) 21,002.40 kg 24.00 sht

d. Plate m/s 4.5 mm thk, 5' x 20' (shell # 8,# 9,# 10, # 11) 22,403.20 kg 32.00 sht

f. UNP 120 x 55 x 6 x 6000mm (Ring top) 675.00 kg 9.00 btgg. Besi siku 80 x 80 x 8 mm (Ring bottom) 521.64 kg 9.00 btg

81,002.24

3 Truss

Main Rafter & Crown Ring

a. Main rafter UNP 200x80x7.5 2,583.00 kg 18.00 btg

b. Rafter UNP 75x40x5 816.70 kg 20.00 btg

b. Plate m/s 8 mm thk,6' x 20' (Stiffener & Cleat Plate truss) 160.69 kg 1.00 sht

c. Plate m/s 10 mm thk, 4' x 8' (Gusset) 248.31 kg 1.00 sht

d. Plate m/s 10 mm thk, 6' x 20' (Gusset & Crown ring) 175.73 kg - sht

e. Flange 1020 OD x 900 ID, plate 12 mm thk 5' x 20'. 154.52 kg 1.00 sht

Purlin

a. Purlin No.1 UNP 75x40x5 258.38 kg 7.00 btg

b. Purlin No.2 UNP 75x40x5 139.89 kg 4.00 btg

c. Purlin No.3 UNP 75x40x5 36.52 kg 1.00 btg

4,573.74

4 Roof plate

a. Plate m/s 4.5 mm thk, 5' x 20' 11,026.40 kg 28.00 sht

b. Flat bar 3 mm thk, 50 mm width 11.41 kg 2.00 sht

c. Vent. Pipe dia. 6" Sch.40 22.50 kg

d. Elbow Sch. 40 dia. 6" 2.00 nos 2.00 nos

11,037.81

5 Shell Manhole 24" (M1)

a. Plate Mild Steel 1255 x 1255 x 14 mm 173.10 kg 1.00 sht

b. Plate Mild Steel 190 x 1936 x 12 mm 34.65 kg 1.00 sht

c. Plate Mild Steel 820 x 820 x 12 mm 63.34 kg sht

d. Flange ANSI 150 lbs dia. 24" (820 OD x 626 ID) 1.00 set 1.00 set

e. Bolt & Nut m/s M20 x 2 1/2" 20.00 set 20.00 set

f. Support ( engsel ) u/ penutup Man Hole 1.00 set 1.00 set

g. Gasket Tombo 1100 ukuran 1270 x 1270 x 3 mm thk 1.00 lbr 1.00 lbr

h. Handle RB dia. 16 x 450 1.42 kg m'

272.51

6 Roof Manhole 20" (M2)


b. Plate Mild Steel 200 x 1596 x 6 mm 15.03 kg sht

c. Flange ANSI 150 lbs dia. 20" (650 OD) 1.00 set 1.00 set

d. Bolt & Nut m/s M20 x 2 1/2" 16.00 set 16.00 set

e. Handle RB dia. 16 x 450 1.42 kg 1.00 btg

f. Support ( engsel ) u/ penutup Man Hole 1.00 set 1.00 set

g. Gasket Tombo 1100 ukuran 1270 x 1270 x 3 mm thk 1.00 lbr 1.00 lbr

68.38

7 Shell Inlet Nozzle 6"

a. Plate Mild Steel 400 x 400 x 6 mm, Pad Plate & Cleat Plate 12.83 kg - sht

b. Pipe NPS 12" Sch.40 dia. 6" 498.60 kg 3.00 btg

c. Flange ANSI 150 lbs dia. 6" 1.00 set 1.00 set


JUMLAH UNIT


PROJECT : PT. WBI

DESCRITIONNO VOL SAT


JUMLAH UNIT


PROJECT : PT. WBI


e. Elbow NPS 6" Sch.40 3.00 set 3.00 set

f. Gasket Tombo 1100 ukuran 1270 x 1270 x 3 mm thk 1.00 lbr - lbr

g. Besi siku 50 x 50 x 5 mm 5.67 kg 0.25 btg

h. U bolts Ø 6 mm & nuts dia. 6" 5.00 set 5.00 set


JUMLAH UNIT


PROJECT : PT. WBI


8 Shell Outlet Nozzle 8" (N2)


b. Pipe NPS 8" Sch.40 374.69 kg 2.00 btg

c. Elbow NPS 8" Sch.40 1.00 set 1.00 set

d. Flange ANSI 150 lbs dia. 8" 1.00 set 1.00 set

e. Bolt & Nut m/s M22 x 2 1/2" 10.00 set 10.00 set

f. Besi siku 50 x 50 x 5 mm 34.97 kg 2.00 btg

g. U bolts Ø 6 mm & nuts (dia. 8") 5.00 set 5.00 set

f. Gasket Tombo 1100 ukuran 1270 x 1270 x 3 mm thk 1.00 lbr - lbr

16.12

9 Drain Pipe 4"

a. Pipe NPS 4" Sch.40 dia. 4" 128.00 kg 2.00 btg

b. Flange ANSI 150 lbs dia. 4" 2.00 set 2.00 set

c. Bolt & Nut m/s M19 x 2" 6.00 set 6.00 set

10 Steam Coil Nozzle 2"

a. SS 304 SUS Sch.10 Seamless Pipe dia. 2" 437.48 m' 73.00 btg

b. SS Pipa Bend 400 mm c/c SUS 304 Sch 10 dia 2 " 34.80 m' 6.00 m'


d. Bolt & Nut s/s M13 x 2 " 30.00 set 30.00 set

e. Besi siku 50 x 50 x 5 mm 531.45 kg 24.00 btg

f. U bolts M6 & nuts dia. 2" 272.00 pcs 272.00 pcs

11 Shell Over Flow Drain 6"

a. Plate Mild Steel 400 x 400 x 6 mm, Cleat Plate 12.72 kg - sht

b. Pipe NPS 12" Sch.40 dia. 6" 387.80 kg 3.00 btg



e. Elbow NPS 6" Sch.40 2.00 set 2.00 set

f. Besi siku 50 x 50 x 5 mm 7.56 kg 1.00 btg

g. U bolts Ø 6 mm & nuts dia. 6" 4.00 set 4.00 set

2,961.37

12 Handrail at roof

a. Pipa SGP dia. 1 1/2" t=3.2 mm (middle rail & post) 558.48 kg 26.00 btg

b. Pipa SGP dia. 1 1/2" (top rail) 193.32 kg 9.00 btg

c. Flat Bar m/s 75 mm x 6 mm x 6 m 402.42 kg 19.00 btg

1,154.22

13 Staircase c/w Handrail & Terminal

a. Expanded Metal Type 50080 uk 1200x2400 (300 x 700 x 6 mm) 286.99 kg 8.00 sht

b. Plate m/s 150 x 700 x 4.5 mm 329.31 kg 2.00 sht

c. Pipa SGP dia. 1 1/2" (middle rail & post) 145.63 kg 7.00 btg

d. Pipa SGP dia. 1 1/2" (top rail) 69.81 kg 4.00 btg

e. Flat Bar 25x4.5x6000 mm 154.38 kg 30.00 btg

986.13

14 Internal Ladder

a. Round Bar dia. 19 x 600mm 74.93 kg 3.00 btg

15 Pemasangan pipa untuk level switch

a. Pipa Sch 40 dia. 2" 91.20 kg 3.00 btg

b. Flange ANSI 150 lbs dia. 2" 1.00 pcs 1.00 pcs

91.20

16 Level Indicator c/w float

a. Besi siku 50 x 50 x 5 x 6 m 760.42 kg 6.00 btg

b. Float m/s plate 1 mm thk 1.00 pcs 1.00 pcs

c. Roller 2.00 pcs 2.00 pcs

d. Wire rope s/s dia. 3 mm 34.00 m 34.00 m'

e. Wire rope s/s dia. 6 mm 34.00 m 34.00 m'

f. Wire rope clip dia. 3 mm 4.00 pcs 4.00 pcs

g. Wire rope clip dia. 6 mm 8.00 pcs 8.00 pcs


JUMLAH UNIT


PROJECT : PT. WBI


760.42

17 Water Test


b. Elbow NPS 4" Sch.40 4.00 pcs 4.00 pcs

18 Splinker system


b. Elbow NPS 4" Sch.40 2.00 pcs 2.00 pcs


Total Berat Steel Structure Tank Methanol 124,573.94 kg

kerja sivil:tangki 3000mt

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