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RENCANA ANGGARAN BIAYA
No
Detail Pekerjaaan
Sat
Volume
Material
Labour
Jumlah
A
Prelimineries
1
Mobilization and Demobilization
Is
1,00
27.000.000
27.000.000
2
Setting Out & Surveying
Is
1,00
17.000.000
17.000.000
3
Documentation & Administrasion
Is
1,00
2.000.000
2.000.000
4
Perlengkapan EHS
Is
1,00
15.000.000
15.000.000
5
Kebersihan & Keamanan
Is
1,00
12.000.000
12.000.000
6
Health Ansurance
Is
1,00
2.984.200
2.984.200
7
Electrical & Water temporary
Is
1,00
5.000.000
5.000.000
8
Is
1,00
30.500.000
30.500.000 111.484.200
B
Direction kit & Warehouse SUB TOTAL . A . PRELIMINERIES JALAN RIGID BETON ROW 20.1 P = 179m & L = 7 m
1
Penambahan base course kelas A tebal ± 100 mm
m3
128,88
275.000
185.000
59.284.800
2
Perataan + Pemadatan base course kelas A
m2
1.288,80
-
3
Tost CBR lapangan
4
Plastik cor untuk lantai kerja
m2
1.288,80
5
Bekesting Besi untuk rigid beton
m2
27,55
6
Lantai kerja K100 tebal 50mm
m3
64,44
7
Bekisting besi untuk Rigid beton
m2
137,75
8
Pkastik cor untuk Rigid beton Besi dudukkan tiebar ( 40Ø 10mm, Ø10-300)-0,62 kg/m
m2
1.253,00
kg
895,77
By Owner
kg
1.544,95
By Owner
1.122
1.733.434
kg
532,23
1.122
5.618.752
9
Is
10 Besi dudukkan Dowel (4Ø 10mm, Ø10-300)-0,62 kg/m 11 Besi Tiebar D 19mm, jarak 60cm, Panjang 80cm (Ulir) 2,23 kh/m 12 Besi Dowel Ø25mm, Jarak 30cm, Panjang 45cm (polos) 3,85 kg/m
27.500
35.442.000
5.000.000
5.000.000
4.000
500
5.799.600
216.150
59.800
7.602.423
652.760
140.900
51.143.450
216.150
59.800
38.012.113
500
5.638.500
1.122
1.005.054
1,00
4.000
9.435
kg
1.315,65
By Owner
1.122
1.476.159
13 Besi Decking Ø10mm (segmen 5.5 x 3.5m isi 45 bhl
kg
1.354,34
By Owner
1.122
1.519.569
14 Wiremesh BRC M8-150 2 lapis
m2
1.253,00
By Owner
70.000
87.710.000
15 Selang air 1/2 inch (dibungkus plastik)
m1
170,86
2.500
854.300
16 Pengecoran beton mutu Fs 45
m3
313,25
140.900
44.136.925
17 Finishing Tohrowel
m2
1.253,00
15.000
28.192.500
18 Curing Beton dengan Curing Compound
m2
1.253,00
2.500
3.132.500
19 Joint sealent Ex. Comproband dan pemotonmgan Section jalan
m1
585,82
2.500
2.929.100
20 Bongkar Paving Block
lot
1,00
7.500.000
7.500.000 393.731.179
185.000
50.673.600
1
2.500 By Owner 7.500 2.500
JUMLAH B C
JALAN RIGID BETON ROW 20.2 P = 153 m & L = 7 m
1
Penambahan base Course kelas A tebal ± 100mm
m3
110,16
275.000
2
Perataan + Pemadatan base course kelas A
m2
1.101,60
-
27.500
30.294.000
3
Test CBR lapangan
1,00
-
5.000.000
5.000.000
4
Plastik Cor untuk lantai kerja
m2
1.101,60
4.000
500
4.957.200
5
Bekesting besi untuk lantai kerja
m2
23,65
216.150
59.800
6.526.218
6
Lantai kerja K100 tebal 50mm
m3
55,08
652.760
140.900
43.714.793
7
Bekesting besi untuk Rigid beton
m2
118,25
216.150
59.800
32.631.088
8
Plastik cor untuk Rigid beton
m2
1.071,00
4.000
500
4.819.500
Is
Besi dudukan tiebar (4Ø 10mm, Ø 10-300) - 0,62 kg/m 10 Besi dudukkan dowel (4Ø 10mm, Ø10-300) - 0,62 kg/m 9
11 Besi Tiebar D 19mm, Jarak 60 cm, Panjang 80cm (Ulir) 2,23kg/m 12 Besi Dowel Ø25mm, Jarak 30cm, Panjang 45cm (polos) 3,85kg/m
kg
767,54
By Owner
1.122
861.180
kg
1.320,54
By Owner
1.122
1.481.646
kg
454,92
1.122
4.802.590
9.435
kg
1.124,55
By Owner
1.122
1.261.745
13 Besi Decking Ø10mm (segmen 5.5 x 3.5m isi 45 bh)
kg
1.157,62
By Owner
1.122
1.298.850
14 Wiremesh BRC M8-150 2 lapis
m2
1.071,00
By Owner
70.000
74.970.000
15 Selang Air 1 1/2 inch (dinungkus plastik) 1 16 Pengecoran beton mutu Fs 45
m1
146,05
2.500
730.250
m3
267,75
17 Finishing Towel
m2
1.071,00
18 Curing Beton dengan Curing Compound
m2
19 Join sealent Ex.Compriband dan Pemotongan section jalan JUMLAH C D JALAN RIGID BETON ROW 20.3 P= 220 m & L= 6m
m1
2.500 By Owner
140.900
37.725.975
7.500
15.000
24.097.500
1.071,00
-
2.500
2.677.500
500,73
2.500
2.500
2.503.650 331.027.284
1
Penambahan base course kelas A tebal ± 100mm
m3
136,40
275.000
185.000
62.744.000
2
Perataan + Pemadatan base course kelas A
m2
1.364,00
-
27.500
37.510.000
3
Test CBR lapangan
1,00
-
5.000.000
5.000.000
4
Plastik cor untuk lantai kerja
m2
1.364,00
4.000
500
6.138.000
5
Bekasting besi untuk lantai keja
m2
33,60
216.150
59.800
9.271.920
6
Lantai kerja K100 tebal 50mm
m3
68,20
652.760
140.900
54.127.612
7
Bekasting besi untuk Rigid Beton
m2
168,00
216.150
59.800
46.359.600
8
Plastik cor untuk rigid beton Besi dudukkan tiebar (4 Ø 10mm, Ø10-300) - 0,62 kg/m
m2
1.320,00
500
5.940.000
kg
1.096,14
By Owner
1.122
1.229.869
kg
1.627,56
By Owner
1.122
1.826.122
kg
1.308,27
1.122
13.811.406
9
10 Besi dudukkan dowel (4Ø 10mm Ø10-300) - 0.62 kg/m 11 Besi tiebar D 19mm, Jarak 60cm, Panjang 80cm (Ulir) 2.23kg/m 12 Besi Dowel Ø25mm, Jarak 30cm Panjang 45cm (polos) 3.85kg/m
Is
4.000
9.435
kg
1.386,00
By Owner
1.122
1.555.092
13 Besi decking Ø 10mm (segmen 5.5x3.5m isi 36bh)
kg
1.331,64
By Owner
1.122
1.494.100
14 Wiremesh BRC M8-150 2 lapis
m2
1.320,00
By Owner
65.000
85.800.000
15 Selang Air 1 1/2 inch (dibungkus plastik) 1 16 Pengecoran beton mutu Fs 45
m1
180,00
2.500
900.000
m3
330,00
17 Finishing Throwel
m2
1.320,00
18 Curing beton dengan curring compound
m2
19 Joint sealent Ex.Compriband dan pemotongan Section jalan JUMLAH D E RAMP JALAN MASUK PARKIR KARYAWAN
m1
2.500 By Owner
140.900
46.497.000
7.500
15.000
29.700.000
1.320,00
-
2.500
3.300.000
680,00
2.500
2.500
3.400.000 416.604.722
1
Penambahan base course kelas A tebal ± 100mm
m3
93,00
275.000
155.000
39.990.000
2
Perataan + Pemdatan base course kelas A
m2
93,00
-
27.500
2.557.500
3
Test CBR lapangan
Is
1,00
-
5.000.000
5.000.000
4
Plastik Cor untuk lantai kerja
m2
93,00
4.000
500
418.500
5
Bakesting besi untuk lantai kerja
m2
2,41
216.150
59.800
665.040
6
Lantai kerja k100 tebal 50mm
m3
4,65
652.760
140.900
3.690.519
7
Bekisting besi untuk rigid beton
m2
12,05
216.150
59.800
3.325.198
8
Plastik cor untuk Rigid beton Plastik dudukkan tiebar (4Ø 10mm, Ø 10-300) - 0,62kg/m
m2
91,00
4.000
500
409.500
kg
132,30
By Owner
1.122
148.441
10 Besi dudukkan Dowel (4Ø 10mm, Ø 10-300) - 0,62kg/m
kg
112,20
By Owner
1.122
125.888
11 Besi tiebar D 19mm, Jarak 60cm, Panjang 80cm (ulir) 2,23kg/m 12 Besi Dowel Ø25mm, Jarak 30cm, Panjang 45cm (polos) 3,85 kg/m
kg
29,73
1.122
313.860
kg
95,55
By Owner
1.122
107.207
kg
75,66
By Owner
1.122
84.891
9
13 Besi Decking Ø 10mm
9.435
14 Wiremesh BRC M*-150 2 lapis
m2
91,00
15 Selang Air 1 1/2 inch (dibungkus plastik) 1 16 Pengecoran beton mutus F 45
m1
12,41
m3
22,75
17 Finishing Towel
m2
91,00
18 Curing Beton dengan Curing Compoud
m2
91,00
19 Joint sealent Ex. Compriband dan Pemotongan section jalan JUMLAH E F PEKERJAAN DRAINASE DAN MINOR
m1
36,55
By Owner
65.000
2.500
5.915.000
2.500
62.050
140.900
3.205.475
7.500
15.000
2.047.500
-
2.500
227.500
2.500
2.500
182.750 68.476.817
By Owner
A. PEMINDAHAN PJU 1
Bongkar Tiang PJU
pcs
4,00
125.000
500.000
2
Bongkar & Pindah pondasi PJU
m3
5,60
200.000
1.120.000
3
Galian Pondasi baru
m3
5,60
51.500
288.400
4
Buang Tanah
m3
3,96
25.000
99.000
5
Lantai kerja tebal 50mm
m3
0,20
652.760
140.900
158.732
6
Pasir Urug + Pemadatan
m3
0,04
120.000
20.600
5.624
7
Bekesting Multiplek 12mm
m2
6,40
104.750
45.500
961.600
8
Besi beton dia. 10mm-0,62 kg/m
kg
15,87
9.435
1.122
167.540
9
Besi beton dia.13 mm-1.04 kg/m
kg
208,00
9.435
1.122
2.195.856
10 Pengecoran K225
m3
1,64
586.000
140.900
1.192.116
11 Anchor bolt M19 x 450 lg
pcs
16,00
60.000
5.000
1.040.000
12 Pipa PVC dia.1 1/2 inch
m1
1,20
6.500
5.000
13.800
13 Pemasangan kembali tiang PJU
pcs
4,00
250.000
50.000
1.200.000 8.942.668
JUMLAH F B. PEMASANGAN U-DITCH
-
1
Galian
m3
437,73
51.500
22.543.095
2
Buang Tanah
m3
355,52
35.000
12.443.200
3
Urug kembali dan Pemadatan
m3
82,21
35.000
2.877.350
4
Uruggan pasir tebal 10 cm
m3
35,44
20.600
4.982.864
5
Bongkar U-DITCH
m1
220,00
150.000
33.000.000
6
Pasang U-DITCH Ex.Dusaspun Uk.100 x 100 x 120
m1
290,00
1.888.058
63.525
565.959.167
7
Pasang U-DITCH Ex.Dusaspun Uk.80 x 80 x 120
m1
143,00
1.124.292
63.525
169.857.783
8
Pasang U-DITCH Ex.Dusaspun Uk. 60 x 80 x 120
m1
50,00
945.725
63.525
50.462.500
9
Tutup U-DITCH HD Uk.100
m1
290,00
410.000
39.525
130.362.250
m1
143,00
390.000
39.525
61.422.075
11 Tutup U-DITCH HD uk.60
m1
50,00
220.000
39.525
12.976.250
12 Mainhole Drainase
unit
7,00
500.000
250.000
5.250.000 1.072.136.534
10 Tutup U-DITCH HD uk.80
120.000
JUMLAH G C. PEMASANGAN BOX CULVERT
-
1
Galian Box Culvert
m3
155,68
51.500
8.017.520
2
Buang Tanah galian
m3
121,84
35.000
4.264.400
3
Urug kembali dan Pemadatan
m3
33,84
35.000
1.184.400
4
Uruggan pasir tbl. 10cm
m3
11,32
120.000
20.600
1.591.592
5
Box Culvert 1200 Ex.Dusaspun
m1
42,00
4.800.000
68.370
204.471.540
6
Box Culvert 1000 Ex.Dusaspun
m1
70,00
3.950.000
68.370
281.285.900
7
Bongkar & Pasang Box Culvert 140 x 140
m1
16,00
4.800.000
68.370
77.893.920
8
Bongkar & Pasang Box Culvert 100 x 100
m1
14,00
3.950.000
68.370
56.257.180
9
Bongkar Pasang Paving Block
lot
1,00
25.000
25.000
10 Bongkar Pasang Pagar 11 Bongkar Portal
lot
1,00
lot
1,00
500.000
500.000
1.000.000
150.000
150.000 636.141.452
275.000
185.000
43.718.400
JUMLAH H D. PAVING BLOCK
-
1
Penambahan Base Course A tebal ± 150 mm
m3
95,04
2
Perataan dan Pemadatan base course kelas A
m2
864,00
-
27.500
23.760.000
3
Paving Block K-350 Uk. 210x 105 x 80 warna
m2
864,00
363.000
26.770
336.761.280
4
Uruggan Abu Batu
m3
19,60
120.000
20.600
2.755.760
5
Concrete K300
m3
7,65
868.560
140.900
7.722.369
6
Bekesting Multiplek 12mm
m2
45,90
104.750
45.500
6.896.475
7
Besi Beton dia.10mm - 0,62 kg/m
kg
841,50
9.435
1.122
8.883.716
8
Finishing & Painting Sloof
m2
81,60
25.000
13.500
3.141.600
9
Galian Sloof dan Konstein
m3
19,75
51.500
1.017.125
10 Lantai Kerja tbl. 10cm
m3
2,80
652.760
140.900
2.222.248
11 Kanstein UK. 600 x 155 x 400
m1
112,00
91.500
26.770
13.246.240
12 Plester Ex. MU 301
m2
26,04
38.000
28.000
1.718.640
13 Pembuatan Walkway 1.5 x 1.8 m
unit
1,00
1.750.000
500.000
2.250.000
14 Pembuatan DPT 1.6 x 8 x 0.1 m
unit
1,00
4.500.000
1.500.000
6.000.000 460.093.853
JUMLAH I SUB TOTAL A+B+C+D+E+F+G+H+I
3.498.638.708
TOTAL
3.498.638.708
PPN 10 %
349.863.871
GRAND TOTAL
3.848.502.579
