PERHITUNGAN BEBAN PONDASI TANK 3.000 MT LOKASI N o.
1 2 3 4 5
: PT. WBI BEBAN PONDASI
PONDASI TANK 3.000 MT Concrete Foundation Aspal bitument Sand compacted Steel structure tank Isi Tank
DIMENSI
111.81 215.71 135.74
M3 M3 M2 M2 M3 M3
3,000.00
Total Beban Pondasi Tank 3.000 T Daya dukung tiang pancang
1 POINT OF PILING
U N IT
55
6 0 T ON
VOLUME
SATUAN
MT MT
268.34 22.65 217.19 124.57 2,373.90
Ton Ton Ton Ton Ton
Ttk
3,006.65 54.67
Ton Ton/ttk
REBAR FOUNDATION REBAR WORK ( Dia. 16 MM ) PLATE FOUNDATION No.
R
Jarak
mtr
Panjang
Tekuk
Kait
Total
Sambungan
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 31
8.31 8.31
5.80 6.00
11.90 11.50
0.80 0.80
0.30 0.30
24.90 24.10
1.81 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. 1
Vertikal 1
Vertikal 1
Panjang
Tekuk
Kait
Total
Sambungan
mtr
mtr
mtr
mtr
mtr
mtr
mtr
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. 1 2
Vertikal 1
Vertikal 1
mtr
mtr
0.802
Panjang
Tekuk
mtr 0.802
mtr 1.60 5.65
0.79
Kait
Total
Sambungan
mtr
mtr
mtr
0.30 30.00
2.70 285.22
20.74
REBAR WORK ( Dia. 16 & 10 MM ) CASING FOR PIPE DRAIN No. Utama dia. 16
Sengkang dia. 10
mtr 1 2
Jumlah
mtr 7.36
1.10
Panjang
Kait
Total
btg 6.000
mtr 44.16
mtr 1.20
mtr 45.36
47.33
52.07
9.47
61.53
Sambungan mtr
Jumlah mtr
Total P 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 2.00
106.86 103.40
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 mtr
350.00
Total P mtr 1,212.40
881.64
881.64
Total M'
2,094.04 M'
Total Kg
3,304.40 Kg
Jumlah mtr
40.00 305.96
Total P mtr 107.92 305.96
Total M'
413.88 M'
Total Kg
653.10 Kg
Total P
mtr 45.36
61.53
Total Kg
Berat kg 71.58 37.97
109.54 Kg
RENCANA ANGGARAN BIAYA METHANOL TANK FOUNDATION 3.000 MT - PT. WBI WILMAR
NO
URAIAN
VOLUME
METHANOL TANK FOUNDATION 3.000 I
2 Cut of top spun pile Ø 400
A
UPAH
u n it
1,980.00
m'
55.00
nos
Rp
200,000.00
Rp
75,000.00
Rp
Rp
45,000.00
Rp
396,000,000.00 -
Rp
148,500,000.00
Rp
2,475,000.00
Rp
396,000,000.00
Rp
150,975,000.00
2,293,671.88
Rp
202,382.81
Fill into Top Spunpile
2.70
m3
Rp
850,000.00
Rp
75,000.00
Rp
2 Reinforcing U32 deformed bar dia. 10 mm
144.79
kg
Rp
10,500.00
Rp
1,800.00
Rp
1,520,288.00
Rp
260,620.80
3 Reinforcing U32 deformed bar dia.19 mm
1,322.24
kg
Rp
10,500.00
Rp
1,800.00
Rp
13,883,562.00
Rp
2,380,039.20
Foundation Slab
1 Soil Excavation
121.13
m3
Rp
35,000.00
Rp
-
Rp
4,239,650.08
2 Refill with soil
18.17
m3
Rp
25,000.00
Rp
-
Rp
454,248.22
3 Disposal soil
102.96
m3
Rp
20,000.00
Rp
-
Rp
2,059,258.61
4 Soil Caompaction
220.24
m2
Rp
7,500.00
Rp
-
Rp
1,651,811.72
5 Sand fill 10cm thk
22.02
m3
Rp
125,000.00
Rp
35,000.00
Rp
2,753,019.53
Rp
770,845.47
6 Lean concrete 1:3:5 (5 cm thk)
11.01
m3
Rp
620,000.00
Rp
45,000.00
Rp
6,827,488.44
Rp
495,543.52
118.87
m2
Rp
65,000.00
Rp
25,000.00
Rp
7,726,284.28
Rp
2,971,647.80
7 Formwork plywood 8 Concretting K300
109.11
m3
Rp
850,000.00
Rp
75,000.00
Rp
92,741,863.05
Rp
8,183,105.56
11,723.09
kg
Rp
10,500.00
Rp
1,800.00
Rp
123,092,469.22
Rp
21,101,566.15
1 Sand fill compacted
135.74
m3
Rp
187,500.00
Rp
35,000.00
Rp
25,452,056.96
Rp
4,751,050.63
2 Asphalt pavement t=5 cm
215.71
m2
Rp
150,000.00
Rp
25,000.00
Rp
32,355,863.10
Rp
5,392,643.85
17.40
m'
Rp
25,000.00 Rp
10,000.00
Rp
434,890.00
Rp
173,956.00
8.00
m'
Rp
100,000.00 Rp
20,000.00
Rp
800,000.00
Rp
160,000.00
102.45
m2
Rp
7,500.00
Rp
2,561,298.00
Rp
768,389.40
Rp
312,442,754.46
Rp
56,016,759.83
708,442,754.46 Rp
206,991,759.83
Rp
915,434,514.29
9 Reinforcing U32 deformed bar C
MATERIAL
CONCRETE
1 Concretting K300
B
SATUAN
TOTAL
PILING WORK
1 Spun pile Ø 400
II
1.00
HARGA SATUAN MATERIAL UPAH
Other Work
3 Pipa PVC Ø 2" + ijuk 4 Pipa PVC Ø 6" 5 Finishing cement
SUB TOTAL
25,000.00
Rp
Rp
TOTAL MATERIAL & UPAH
Dihitung oleh :
Diketahui oleh :
Boy Hidayat
Teguh D H
Disetujui oleh :
Tanmin
RENCANA ANGGARAN BIAYA PROJECT : PT. WBI SUBJECT : STORAGE TANK Cap : 3.000 T, 1 Unit NO
VOL
DESCRITION
STEEL STRUCTURE WORK 1 Bottom Bottom Plate Plate (ASTM (ASTM A283 Grade C) a. Plate m/s 10 mm thk, 5' x 20', Annular Plate b. Plate m/s 8 mm thk, 5' x 20' c. Flat bar 3 mm thk, 50 mm width 2 Shell Shell Plate Plate (ASTM (ASTM A283 Grade C) C) a. Plate m/s 10 mm thk, 5' x 20' (shell # 1 & # 2) b. Plate m/s 8 mm thk, 5' x 20' (shell # 3 & # 4) c. Plate m/s 6 mm thk, 5' x 20' (shell # 5, # 6 & # 7) d. Plate m/s 4.5 mm thk, 5' x 20' (shell # 8,# 9,# 10, # 11) f. UNP 120 x 55 x 6 x 6000mm (Ring top) g. Besi siku 80 x 80 x 8 mm (Bottom Ring) 3 Truss Main Rafter & Crown Ring a. Main rafter UNP 200x80x7.5 b. Rafter UNP 75x40x5 b. Plate m/s 8 mm thk,6' x 20' (Stiffener & Cleat Plate truss) c. Plate m/s 10 mm thk, 4' x 8' (Gusset) d. Plate m/s 10 mm thk, 6' x 20' (Gusset & Crown ring) e. Flange 1020 OD x 900 ID, plate 12 mm thk. Purlin a. Purlin No.1 UNP 75x40x5 b. Purlin No.2 UNP 75x40x5 c. Purlin No.3 UNP 75x40x5 4 Roof Roof pla plate te a. Plate m/s 4.5 mm thk, 5' x 20' b. Flat bar 3 mm thk, 50 mm width c. Vent. Pipe dia. 6" Sch.40 d. El Elbow Sch. 40 dia. 6" 5 Shell Shell Manhole Manhole 24" (M1) a. Plate Mild Steel 1255 x 1255 x 14 mm b. Plate Mild Steel 190 x 1936 x 12 mm c. Plate Mild Steel 820 x 820 x 12 mm d. Flange ANSI 150 lbs dia. 24" (820 OD x 626 ID) e. Bolt & Nut m/s M22 x 2 1/2" f. Support ( engsel ) u/ penutup Man Hole g. Gasket Tombo 1100 ukuran 1270 x 1270 x 3 mm thk h. Handle RB dia. 16 x 450 6 Roof Roof Manhole Manhole 20" 20" (M2) (M2) a. Plate Mild Steel 1050 x 1050 x 6 mm b. Plate Mild Steel 200 x 1596 x 6 mm c. Flange ANSI 150 lbs dia. 20" (650 OD) d. Bolt & Nut m/s M20 x 2 1/2" e. Handle RB dia. 16 x 450 f. Support ( engsel ) u/ penutup Man Hole g. Gasket Tombo 1100 ukuran 1270 x 1270 x 3 mm thk 7 Shell Shell Inlet Inlet Nozzle Nozzle 6" a. Plate Mild Steel 400 x 400 x 6 mm, Pad Plate & Cleat Plate b. Pipe NPS 12" Sch.40 dia. 6" c. Flange ANSI 150 lbs dia. 6" d. Bolt & Nut m/s M19 x 2 1/2" e. Elbow Elbow NPS 6" Sch.4 Sch.400 f. Gasket Tombo 1100 ukuran 1270 x 1270 x 3 mm thk g. Be B esi siku 50 x 50 x 5 mm h. U bolts Ø 6 mm & nuts dia. 6" 8 Shell Shell Outlet Outlet Nozzle Nozzle 8" (N2) (N2) a. Plate Mild Steel 585 x 585 x 6 mm b. Pipe Pipe NPS 8" Sch.4 Sch.400 c. Elbo Elbow w NPS NPS 8" Sch. Sch.40 40 d. Flange ANSI 150 lbs dia. 8" e. Bolt & Nut m/s M19 x 2 1/2" f. Besi siku 50 x 50 x 5 mm g. U bolts Ø 6 mm & nuts (dia. 8") f. Gasket Tombo 1100 ukuran 1270 x 1270 x 3 mm thk 9 Drai Drain n Pipe Pipe 4" 4" a. Pipe NPS 4" Sch.40 dia. 4" b. Flange ANSI 150 lbs dia. 4" c. Bolt & Nut m/s M19 x 2 1/2" 10 Steam Steam Coil Coil Nozzle Nozzle 2" a. SS 304 SUS Sch.10 Seamless Pipe dia. 2" b. SS Pipa Bend 400 mm c/c SUS 304 Sch 10 dia 2 " c. Flange ANSI 150 lbs dia. 2" d. Bolt & Nut m/s M13 x 2 "
HARGA SATUAN (Rp) MATRIAL UPAH
SAT
SUB TOTAL HARGA (Rp) MATRIAL UPAH
7,875.90 13,301.90 11.41
kg kg kg kg kg kg
10,300.00 10,300.00 10,300.00
3,500.00 3,500.00 3,500.00
81,121,770.00 137,009,570.00 117,480.56
27,565,650.00 46,556,650.00 39,920.58
19,600.00 16,800.00 21,002.40 22,403.20 675.00 521.64
kg kg kg kg kg kg kg kg kg kg kg kg
10,300.00 10,300.00 10,300.00 10,300.00 11,650.00 11,650.00
5,500.00 5,500.00 5,500.00 5,500.00 5,500.00 5,500.00
201,880,000.00 173,040,000.00 216,324,720.00 230,752,960.00 7,863,750.00 6,077,106.00
107,800,000.00 92,400,000.00 115,513,200.00 123,217,600.00 3,712,500.00 2,869,020.00
2,583.00 816.70 160.69 248.31 175.73 154.52
kg kg kg kg kg kg kg kg kg kg kg kg
11,650.00 11,650.00 10,300.00 10,300.00 10,300.00 10,300.00
3,500.00 3,500.00 3,500.00 3,500.00 5,500.00 5,500.00
30,091,950.00 9,514,536.36 1,655,076.84 2,557,639.35 1,810,008.08 1,591,512.28
9,040,500.00 2,858,444.40 562,404.75 869,100.75 966,509.17 849,836.65
258.38 139.89 36.52
kg kg kg kg kg kg
11,650.00 11,650.00 11,650.00
3,500.00 3,500.00 3,500.00
3,010,114.88 1,629,773.49 425,501.80
904,326.36 489,631.52 127,833.16
11,026.40 11.41 22.50 2.00
kg kg kg kg kg kg no nos
10,300.00 10,300.00 15,000.00 610,000.00
3,500.00 3,500.00 3,500.00 70,000.00
113,571,920.00 117,480.56 337,500.00 1,220,000.00
38,592,400.00 39,920.58 78,750.00 140,000.00
173.10 34.65 63.34 1.00 20.00 1.00 1.00 1.42
kg kg kg kg kg kg set sseet se s et llbbr kg kg
10,300.00 10,300.00 10,300.00 1,100,000.00 18,500.00 120,000.00 220,000.00 11,500.00
5,500.00 5,500.00 3,500.00 150,000.00 1,000.00 50,000.00 25,000.00 5,500.00
1,782,881.05 356,900.44 652,402.82 1,100,000.00 370,000.00 120,000.00 220,000.00 16,332.30
952,023.86 190,577.90 221,690.28 150,000.00 20,000.00 50,000.00 25,000.00 7,811.10
51.93 15.03 1.00 16.00 1.42 1.00 1.00
kg kg kg kg se s et sseet kg kg se s et llbbr
10,300.00 10,300.00 950,000.00 17,000.00 11,500.00 120,000.00 220,000.00
3,500.00 5,500.00 135,000.00 1,000.00 5,500.00 50,000.00 25,000.00
534,855.83 154,853.50 950,000.00 272,000.00 16,332.30 120,000.00 220,000.00
181,747.13 82,688.76 135,000.00 16,000.00 7,811.10 50,000.00 25,000.00
12.83 498.60 1.00 8.00 3.00 3.00 1.00 5.67 5.00
kg kg kg kg se s et sseet se s et llbbr kg kg sseet
10,300.00 15,000.00 610,000.00 16,000.00 610,000.00 220,000.00 10,300.00 12,000.00
3,500.00 3,500.00 60,000.00 1,000.00 70,000.00 25,000.00 3,500.00 1,000.00
132,197.93 7,479,000.00 610,000.00 128,000.00 1,830,000.00 220,000.00 58,401.00 60,000.00
44,921.63 1,745,100.00 60,000.00 8,000.00 210,000.00 25,000.00 19,845.00 5,000.00
16.12 374. 374.69 69 1.00 1.00 1.00 10.00 34.97 5.00 1.00
kg kg kg kg se s et se s et sseet kg kg sseet llbbr
10,300.00 15,000.00 700,000.00 700,000.00 16,000.00 11,650.00 15,000.00 220,000.00
3,500.00 3,500.00 70,000.00 60,000.00 1,000.00 3,500.00 1,250.00 25,000.00
166,023.61 5,620,350.00 700,000.00 700,000.00 160,000.00 407,342.25 75,000.00 220,000.00
56,415.79 1,311,415.00 70,000.00 60,000.00 10,000.00 122,377.50 6,250.00 25,000.00
128.00 2.00 6.00
kg kg se s et sseet
15,000.00 500,000.00 16,000.00
3,500.00 36,000.00 1,000.00
1,920,000.00 1,000,000.00 96,000.00
448,000.00 72,000.00 6,000.00
437.48 34.80 34.80 5.00 30.00
m' m' m' m' pc pcs sseet
109,791.15 109,791.15 250,000.00 14,000.00
25,000.00 25,000.00 30,000.00 1,000.00
48,031,432.30 3,820,732.02 1,250,000.00 420,000.00
10,937,000.00 870,000.00 150,000.00 30,000.00
RENCANA ANGGARAN BIAYA PROJECT : PT. WBI SUBJECT : STORAGE TANK Cap : 3.000 T, 1 Unit NO
VOL
DESCRITION
e. Besi siku 50 x 50 x 5 mm f. U bolts M10 & nuts dia. 2" 11 Shell Shell Over Over Flow Drain Drain 6" a. Plate Mild Steel 400 x 400 x 6 mm, Cleat Plate b. Pipe NPS 12" Sch.40 dia. 6" c. Flange ANSI 150 lbs dia. 6" d. Bolt & Nut m/s M22 x 2 1/2" e. Elbow Elbow NPS 6" Sch.4 Sch.400 f. Besi siku 50 x 50 x 5 mm g. U bolts Ø 6 mm & nuts dia. 6" 12 Handra Handrail il at at roof roof a. Pipa SGP dia. 1 1/2" (middle rail & post) b. Pipa SGP dia. 1 1/2" (top rail) c. Flat Bar Mild Steel 75 mm x 6 mm x 6 m
HARGA SATUAN (Rp) MATRIAL UPAH
SAT
SUB TOTAL HARGA (Rp) MATRIAL UPAH
531.45 272.00
kg kg pc pcs
11,650.00 11,000.00
3,500.00 1,000.00
6,191,426.05 2,992,000.00
1,860,085.08 272,000.00
12.72 387.80 1.00 8.00 2.00 2.00 7.56 4.00
kg kg kg kg se s et sseet se s et kg kg sseet
10,300.00 15,000.00 610,000.00 18,500.00 610,000.00 11,650.00 12,000.00
3,500.00 3,500.00 60,000.00 1,000.00 70,000.00 3,500.00 1,000.00
130,985.10 5,817,000.00 610,000.00 148,000.00 1,220,000.00 88,074.00 48,000.00
44,509.50 1,357,300.00 60,000.00 8,000.00 140,000.00 26,460.00 4,000.00
558.48 193.32 402.42
kg kg kg kg kg kg
15,000.00 15,000.00 10,850.00
5,500.00 5,500.00 3,500.00
8,377,200.00 2,899,800.00 4,366,257.00
3,071,640.00 1,063,260.00 1,408,470.00
RENCANA ANGGARAN BIAYA PROJECT : PT. WBI SUBJECT : STORAGE TANK Cap : 3.000 T, 1 Unit NO
VOL
DESCRITION
13 Staircas Staircasee c/w Handrail Handrail & Terminal Terminal a. Expanded Metal Type 50080 uk 1200x2400 ( 30 300 x 700 x 6 mm) b. Plate Mild Steel 150 x 700 x 4.5 mm c. Pipa SGP dia. 1 1/2" (middle rail & post) d. Pipa SGP dia. 1 1/2" (top rail) e. Fl Flat Bar 25x4.5x6000 mm 14 Intern Internal al Ladde Ladder r a. Round Bar dia. 19 x 600mm 15 Pemasang Pemasangan an pipa untuk level level switch switch a. Pi Pipa Sch 40 dia. 2" b. Flange ANSI 150 lbs dia. 2" 16 Level Level Indicato Indicatorr c/w float float a. Besi siku 50 x 50 x 5 x 6 m b. Float m/s plate 1 mm thk c. Roller d. Wire rope s/s dia. 3 mm e. Wire rope s/s dia. 6 mm f. Wire rope clip dia. 3 mm g. Wire rope clip dia. 6 mm
HARGA SATUAN (Rp) MATRIAL UPAH
SAT
286.99 329.31 145.63 69.81 154.38
kg kg kg kg kg kg kg kg kg kg
10,850.00 10,850.00 15,000.00 15,000.00 10,850.00
3,500.00 3,500.00 3,500.00 3,500.00 3,500.00
3,113,829.93 3,573,064.39 2,184,516.00 1,047,150.00 1,675,043.83
1,004,461.27 1,152,601.41 509,720.40 244,335.00 540,336.72
74.93
kg kg
11,500.00
3,500.00
861,672.00
262,248.00
91.20 1.00
kg kg pc pcs
15,000.00 96,000.00
4,600.00 50,000.00
1,367,942.40 96,000.00
419,502.34 50,000.00
691.29 1.00 2.00 36.00 36.00 4.00 8.00
kg kg pcs pc pcs m m pc pcs pc pcs
11,650.00 350,000.00 50,000.00 3,000.00 8,000.00 3,000.00 5,000.00
3,500.00 3, 150,000.00 25,000.00 25 3,500.00 3, 3,500.00 3, 2,500.00 2, 2,500.00 2,
8,053,486.56 350,000.00 100,000.00 108,000.00 288,000.00 12,000.00 40,000.00
2,419,502.40 150,000.00 50,000.00 126,000.00 126,000.00 10,000.00 20,000.00
1,359,470,854.81
610,002,305.09
15,000.00 15,000.00
10,000,000.00 15,000,000.00 2,000,000.00
105,170,840.47 92,555,672.93 12,000,000.00 150,000,000.00 15,000,000.00
19,719,532.59 17,354,188.68 10,000,000.00 15,000,000.00 2,000,000.00
374,726,513.41
64,073,721.26
Sub Total 1 s/d 16 1 2 3 4 5 6
FINISHING WORK Sandblasting & Painting 3 times (Inner Shell) Sandblasting & Painting Painting 3 times (Outer Shell) Shell) Wate Waterr Tes Test t Cali Calibra brati tion on Piping Piping connected connected to existing existing system system Splink Splinker er Syst System em
SUB TOTAL HARGA (Rp) MATRIAL UPAH
1,314.64 1,156.95 3,000.00 1.00 1.00 1.00
m2 m2 m2 m2 m3 m3 nos lot lo lot
80,000.00 80,000.00 4,000.00
150,000,000.00 15,000,000.00
Sub Total Finishing Work GRAND TOTAL
2,408,273,394.57
Dihitung oleh :
Diketahui oleh :
Boy Hidayat
Teguh D H
Disetujui oleh :
Tanmin
RENCANA KEBUTUHAN MATERIAL PROJECT : PT. WBI SUBJECT : STORAGE TANK Cap : 3.000 T, 1 Unit NO
DESCRITION
VOL
SAT
7,875.90 13,301.90 11.41 21,189.21
kg kg kg kg kg kg
9.00 19.00 2.00
sht sht sht
19,600.00 16,800.00 21,002.40 22,403.20 675.00 521.64 81,002.24
kg kg kg kg kg kg kg kg kg kg kg kg
16.00 16.00 24.00 32.00 9.00 9.00
sht sht sht sht btg btg
2,583.00 816.70 160.69 248.31 175.73 154.52
kg kg kg kg kg kg kg kg kg kg kg
18.00 20.00 1.00 1.00 1.00
btg btg sht sht sht sht
258.38 139.89 36.52
kg kg kg kg kg kg
7.00 4.00 1.00
btg btg btg
11,026.40 11.41 22.50 2.00 11,037.81
kg kg kg kg kg no nos
28.00 2.00
sht sht
2.00
nos
5 Shell Shell Manhole Manhole 24" (M1) a. Plate Mild Steel 1255 x 1255 x 14 mm b. Plate Mild Steel 190 x 1936 x 12 mm c. Plate Mild Steel 820 x 820 x 12 mm d. Flange ANSI 150 lbs dia. 24" (820 OD x 626 ID) e. Bolt & Nut m/s M20 x 2 1/2" f. Support ( engsel ) u/ penutup Man Hole g. Gasket Tombo 1100 ukuran 1270 x 1270 x 3 mm thk h. Handle RB dia. 16 x 450
173.10 34.65 63.34 1.00 20.00 1.00 1.00 1.42 272.51
kg kg kg kg kg kg se set se set se set lb lbr kg kg
1.00 1.00
sht sht sht set set set lbr m'
6 Roof Manhole Manhole 20" (M2) a. Plate Mild Steel 1050 x 1050 x 6 mm b. Plate Mild Steel 200 x 1596 x 6 mm c. Flange ANSI 150 lbs dia. 20" (650 OD) d. Bolt & Nut m/s M20 x 2 1/2" e. Handle RB dia. 16 x 450 f. Support ( engsel ) u/ penutup Man Hole g. Gasket Tombo 1100 ukuran 1270 x 1270 x 3 mm thk
51.93 15.03 1.00 16.00 1.42 1.00 1.00 68.38
kg kg kg kg se set se set kg kg se set lb lbr
1.00 16.00 1.00 1.00 1.00
sht sht set set btg set lbr
7 Shell Shell Inlet Inlet Nozzle Nozzle 6" a. Plate Mild Steel 400 x 400 x 6 mm, Pad Plate & Cleat Plate b. Pipe NPS 12" Sch.40 dia. 6" c. Flange ANSI 150 lbs dia. 6" d. Bolt & Nut m/s M22 x 2 1/2"
12.83 498.60 1.00 8.00
kg kg kg se set se set
3.00 1.00 8.00
sht btg set set
STEEL STRUCTURE WORK 1 Bottom Bottom Plate Plate (ASTM (ASTM A283 A283 Grade Grade C) a. Plate m/s 10 mm thk, 5' x 20', Annular Plate b. Plate m/s 8 mm thk, 5' x 20' c. Flat bar 3 mm thk, 50 mm width 2 Shell Shell Plate (ASTM (ASTM A283 A283 Grade Grade C) C) a. Plate m/s 10 mm thk, 5' x 20' (shell # 1 & # 2) b. Plate m/s 8 mm thk, 5' x 20' (shell # 3 & # 4) c. Plate m/s 6 mm thk, 5' x 20' (shell # 5, # 6 & # 7) d. Plate m/s 4.5 mm thk, 5' x 20' (shell # 8,# 9,# 10, # 11) f. UNP 120 x 55 x 6 x 6000mm (Ring top) g. Besi siku 80 x 80 x 8 mm (Ring bottom) 3 Truss Main Rafter & Crown Ring a. Main rafter UNP 200x80x7.5 b. Ra R after UNP 75x40x5 b. Plate m/s 8 mm thk,6' x 20' (Stiffener & Cleat Plate truss) c. Plate m/s 10 mm thk, 4' x 8' (Gusset) d. Plate m/s 10 mm thk, 6' x 20' (Gusset & Crown ring) e. Flange 1020 OD x 900 ID, plate 12 mm thk 5' x 20'. Purlin a. Purlin No.1 UNP 75x40x5 b. Purlin No.2 UNP 75x40x5 c. Purlin No.3 UNP 75x40x5
JUMLAH
UNIT
4,573.74 4 Roof Roof plat platee a. Plate m/s 4.5 mm thk, 5' x 20' b. Flat bar 3 mm thk, 50 mm width c. Vent. Pipe dia. 6" Sch.40 d. El Elbow Sch. 40 dia. 6"
1.00 20.00 1.00 1.00
1.00
RENCANA KEBUTUHAN MATERIAL PROJECT : PT. WBI SUBJECT : STORAGE TANK Cap : 3.000 T, 1 Unit NO
DESCRITION
e. Elbo Elbow w NPS NPS 6" Sch. Sch.40 40 f. Gasket Tombo 1100 ukuran 1270 x 1270 x 3 mm thk g. Be B esi siku 50 x 50 x 5 mm h. U bolts Ø 6 mm & nuts dia. 6"
VOL
3.00 3.00 1.00 5.67 5.00
SAT
JUMLAH
UNIT
se set lb lbr kg kg se set
3.00 0.25 5.00
set lbr btg set
RENCANA KEBUTUHAN MATERIAL PROJECT : PT. WBI SUBJECT : STORAGE TANK Cap : 3.000 T, 1 Unit NO
DESCRITION
8 Shell Shell Outlet Outlet Nozzle Nozzle 8" (N2) (N2) a. Plate Mild Steel 585 x 585 x 6 mm b. Pipe Pipe NPS NPS 8" Sch. Sch.40 40 c. Elbo Elbow w NPS NPS 8" Sch. Sch.40 40 d. Flange ANSI 150 lbs dia. 8" e. Bolt & Nut m/s M22 x 2 1/2" f. Besi siku 50 x 50 x 5 mm g. U bolts Ø 6 mm & nuts (dia. 8") f. Gasket Tombo 1100 ukuran 1270 x 1270 x 3 mm thk
9 Drai Drain n Pipe Pipe 4" 4" a. Pipe NPS 4" Sch.40 dia. 4" b. Flange ANSI 150 lbs dia. 4" c. Bo B olt & Nut m/s M19 x 2" 10 Steam Steam Coil Coil Nozzle Nozzle 2" a. SS 304 SUS Sch.10 Seamless Pipe dia. 2" b. SS Pipa Bend Bend 400 mm c/c SUS 304 Sch 10 dia 2 " c. Flange ANSI 150 lbs dia. 2" d. Bolt & Nut s/s M13 x 2 " e. Besi siku 50 x 50 x 5 mm f. U bolts M6 & nuts dia. 2" 11 Shell Shell Over Over Flow Drain Drain 6" a. Plate Mild Steel 400 x 400 x 6 mm, Cleat Plate b. Pipe NPS 12" Sch.40 dia. 6" c. Flange ANSI 150 lbs dia. 6" d. Bolt & Nut m/s M22 x 2 1/2" e. Elbo Elbow w NPS NPS 6" Sch. Sch.40 40 f. Besi siku 50 x 50 x 5 mm g. U bolts Ø 6 mm & nuts dia. 6"
VOL
SAT
JUMLAH
UNIT
16.12 374. 374.69 69 1.00 1.00 1.00 10.00 34.97 5.00 1.00 16.12
kg kg kg kg se set se set se set kg kg se set lb lbr
1.00 2.00 1.00 1.00 10.00 2.00 5.00 -
sht btg set set set btg set lbr
128.00 2.00 6.00
kg kg se set se set
2.00 2.00 6.00
btg set set
437.48 34.80 34.80 5.00 30.00 531.45 272.00
m' m' m' m' se set se set kg kg pc pcs
73.00 6.00 5.00 30.00 24.00 272.00
btg m' set set btg pcs
12.72 387.80 1.00 8.00 2.00 2.00 7.56 4.00 2,961.37
kg kg kg se set se set se set kg kg se set
3.00 1.00 8.00 2.00 1.00 4.00
sht btg set set set btg set
12 Handr Handrail ail at at roof roof a. Pipa SGP dia. 1 1/2" t=3.2 mm (middle rail & post) b. Pipa SGP dia. 1 1/2" (top rail) c. Flat Bar m/s 75 mm x 6 mm x 6 m
558.48 193.32 402.42 1,154.22
kg kg kg kg kg kg
26.00 9.00 19.00
btg btg btg
13 Staircas Staircasee c/w Handrail Handrail & Termina Terminal l a. Expanded Metal Type 50080 uk 1200x2400 ( 30 300 x 700 x 6 mm) b. Plate m/s 150 x 700 x 4.5 mm c. Pipa SGP dia. 1 1/2" (middle rail & post) d. Pipa SGP dia. 1 1/2" (top rail) e. Flat Bar 25x4.5x6000 mm
286.99 329.31 145.63 69.81 154.38 986.13
kg kg kg kg kg kg kg kg kg kg
8.00 2.00 7.00 4.00 30.00
sht sht btg btg btg
74.93
kg kg
3.00
btg
91.20 1.00 91.20
kg kg pc pcs
3.00 1.00
btg pcs
760.42 1.00 2.00 34.00 34.00 4.00 8.00
kg kg pc pcs pc pcs m m pc pcs pc pcs
6.00 1.00 2.00 34.00 34.00 4.00 8.00
btg pcs pcs m' m' pcs pcs
14 Intern Internal al Ladde Ladder r a. Round Bar dia. 19 x 600mm 15 Pemasang Pemasangan an pipa untuk untuk level switch switch a. Pi Pipa Sch 40 dia. 2" b. Flange ANSI 150 lbs dia. 2" 16 Level Level Indicato Indicatorr c/w float float a. Besi siku 50 x 50 x 5 x 6 m b. Float m/s plate 1 mm thk c. Roller d. Wire rope s/s dia. 3 mm e. Wire rope s/s dia. 6 mm f. Wire rope clip dia. 3 mm g. Wire rope clip dia. 6 mm
RENCANA KEBUTUHAN MATERIAL PROJECT : PT. WBI SUBJECT : STORAGE TANK Cap : 3.000 T, 1 Unit NO
DESCRITION
VOL
SAT
JUMLAH
UNIT
760.42 17 Water Water Test Test a. Pipe NPS 4" Sch.40 dia. 4" b. Elbo Elbow w NPS NPS 4" Sch. Sch.40 40 18 Splinker Splinker syste system m a. Pipe NPS 4" Sch.40 dia. 4" b. Elbo Elbow w NPS NPS 4" Sch. Sch.40 40 c. Flange ANSI 150 lbs dia. 4"
Total Berat Steel Structure Tank Methanol
482.10 4.00 4.00
kg kg pc pcs
5.00 4.00
btg pcs
385.68 2.00 2.00 2.00
kg kg pc pcs se set
4.00 2.00 2.00
btg pcs set
124,573.94
kg
