100% found this document useful (3 votes) 4K views 16 pages analisa harga satuan pekerjaan tiang pancang. analisa
pancang © Attribution Non-Commercial (BY-NC) PDF, TXT or read online from ScribdDescription:
Original Title
Copyright
Available Formats
Share this document
Did you find this document useful?
100% found this document useful (3 votes)
4K views16 pages
Analisa Pancang
Original Title:
analisa pancang
Jump to Page
You are on page 1of 16
You're Reading a Free Preview
Pages 6 to 14 are not shown in this preview.
Reward Your Curiosity
Everything you want to read.
Anytime. Anywhere. Any device.
No Commitment. Cancel anytime.
DAFTAR ANALISA HARGA SATUAN PEKERJAAN untuk dowload klik link berikut
//www.4shared.com/office/8HnY2EZv/RAB_perluasan_workshop_br.html
No.
Anl
Koef
Uraian
H. Satuan
Upah
Bahan
Peralatan
Total
1
A 2
Untuk tanah keras :
1.000
pekerja
52,500.00
52,500.00
0.033
mandor
65,600.00
2,164.80
54,664.80
0.00
0.00
54,664.80
2
1/4 A2
1 m3 Timbunan Kembali
0.250
54,664.8000
13,666.20
0.00
0.00
13,666.20
3
A 18
1 M3 pasir timbun dibawah lantai :
1.200
M3 Pasir Timbun
70,000.00
84,000.00
0.300
Pekerja
52,500.00
15,750.00
0.010
Mandor
65,600.00
656.00
16,406.00
84,000.00
0.00
100,406.00
4
G 43 a
1 M3 beton camp. 1 : 3 : 5
1.000
m3 kerikil
156,000.00
156,000.00
6.252
zak semen
48,000.00
300,096.00
0.500
m3 pasir beton
85,000.00
42,500.00
6.000
pekerja
52,500.00
315,000.00
0.300
mandor
65,600.00
19,680.00
0.500
tukang batu
78,800.00
39,400.00
0.050
kepala tukang
91,900.00
4,595.00
378,675.00
498,596.00
0.00
877,271.00
5
1 M3 beton K - 300
1.200
ready mix K 300
635,000.00
762,000.00
0.00
762,000.00
0.00
762,000.00
6
I. 2
100 Kg pembesian untuk beton bertulang :
110.000
kg besi
9,375.00
1,031,250.00
2.000
kg kawat beton
14,500.00
29,000.00
6.750
tukang besi
78,800.00
531,900.00
2.250
kepala tukang
91,900.00
206,775.00
6.750
pekerja
52,500.00
354,375.00
1,093,050.00
1,060,250.00
0.00
2,153,300.00
Untuk pekerjaan memasang dan menempatkan tiap 100 kg besi diperlukan :
0.500
tukang besi
78,800.00
39,400.00
2.000
pekerja
52,500.00
105,000.00
144,400.00
0.00
0.00
144,400.00
Biaya yang diperlukan untuk pek. 100 kg besi :
1,237,450.00
1,060,250.00
0.00
2,297,700.00
Biaya yang diperlukan untuk pek. 1 kg besi :
12,374.50
10,602.50
0.00
22,977.00
Untuk file cap
195.5
2,419,214.75
2,072,788.75
0.00
4,492,003.50
Untuk Sloof
93.64
1,158,748.18
992,818.10
0.00
2,151,566.28
Untuk Lantai
63.3
783,305.85
671,138.25
0.00
1,454,444.10
Untuk Drainase
93.64
1,158,748.18
992,818.10
0.00
2,151,566.28
No.
Anl
Koef
Uraian
H. Satuan
Upah
Bahan
Peralatan
Total
7
F 8
10 M2 cetakan untuk 1 m3 beton :
5.000
Tukang kayu
45,000.00
225,000.00
0.500
Kepala Tukang
60,500.00
30,250.00
0.400
M3 kayu sembarang
1,735,200.00
694,080.00
2.000
Pekerja
40,000.00
80,000.00
0.100
Mandor
50,000.00
5,000.00
4.000
Kg paku
10,200.00
40,800.00
1.000
Ls Air bersih
6,000.00
6,000.00
340,250.00
740,880.00
0.00
1,081,130.00
untuk file cap ( 2 x pemakaian)
0.5
170,125.00
370,440.00
0.00
540,565.00
untuk sloof ( 3 x pemakaian)
0.33
113,416.67
246,960.00
0.00
360,376.67
untuk kolom ( 2 x pemakaian)
0.50
170,125.00
370,440.00
0.00
540,565.00
untuklantai (4 x pemakaian)
0.25
85,062.50
185,220.00
0.00
270,282.50
untuk drainase (4x pemakaian)
0.25
85,062.50
185,220.00
0.00
270,282.50
8
Supply 1 M3 beton K - 300 Untuk File Cap
1 M3 beton K - 300
762,000.00
0.00
Pembesian beton bertulang (195,5 kg)
2,419,214.75
2,072,788.75
0.00
Cetakan utk. 1 M3 beton & siram
170,125.00
370,440.00
0.00
total
2,589,339.75
3,205,228.75
0.00
5,794,568.50
9
Supply 1 M3 beton K - 300 Untuk Sloof
1 M3 beton K - 300
762,000.00
0.00
Pembesian beton bertulang (93.64 kg)
1,158,748.18
992,818.10
0.00
Cetakan utk. 1 M3 beton & siram
1,158,748.18
246,960.00
0.00
total
2,317,496.36
2,001,778.10
0.00
4,319,274.46
10
Supply 1 M3 beton K - 300 Untuk Lantai
1 M3 beton K - 300
762,000.00
0.00
Pembesian beton bertulang (60.3 kg)
783,305.85
671,138.25
0.00
Cetakan utk. 1 M3 beton & siram
85,062.50
185,220.00
0.00
total
868,368.35
1,618,358.25
0.00
2,486,726.60
11
Supply 1 M3 beton K - 300 Untuk drainase
1 M3 beton K - 300
762,000.00
0.00
Pembesian beton bertulang (93.64 kg)
1,158,748.18
992,818.10
0.00
Cetakan utk. 1 M3 beton & siram
85,062.50
185,220.00
0.00
total
1,243,810.68
1,940,038.10
0.00
3,183,848.78
12
Supply 1 M3 beton K - 300 Kolom dan Balok
1 M3 beton K - 300
762,000.00
0.00
Cetakan utk. 1 M3 beton & siram
170,125.00
370,440.00
0.00
total
170,125.00
1,132,440.00
0.00
1,302,565.00
13
1 m¹ Pengadaan material,pemancangan dan penyambungan V pile 28.28.28
1.000
m¹ material, pancang, penyambungan
220,000.000
220,000.00
0.00
220,000.00
0.00
220,000.00
14
G 55b.
1 M2 membongkar conblok
0.060
tukang batu
78,800.00
4,728.00
0.200
pekerja
52,500.00
10,500.00
15,228.00
0.00
0.00
15,228.00
11.
1 M3 timbunan base coarse kelas A :
1.200
M3 base coarse kelas A
175,200.00
210,240.00
0.300
Pekerja
52,500.00
15,750.00
0.010
Mandor
65,600.00
656.00
0.000
Biaya gilas
26,760,000.00
7,136.00
23,542.00
210,240.00
0.00
233,782.00
No.
Anl
Koef
Uraian
H. Satuan
Upah
Bahan
Peralatan
Total
12
G 55b.
1 M2 memasang kembali coneblok bekas bongkaran
0.060
tukang batu
45,000.00
2,700.00
0.200
pekerja
40,000.00
8,000.00
10,700.00
0.00
0.00
10,700.00
13
100 Kg Pekerjaan Besi profil WF/gording CNP
110.000
kg besi baja profil
17,400.000
1,914,000.00
1.500
tukang
78,800.000
118,200.00
2.000
kepala tukang
91,900.000
183,800.00
6.000
pekerja
52,500.000
315,000.00
2.000
mandor
65,600.000
131,200.00
748,200.00
1,914,000.00
0.00
2,662,200.00
Untuk 1 Kg
7,482.00
19,140.00
0.00
26,622.00
14
1 Kg Pekerjaan Track stang dan ikatan angin
1.000
kg besi baja bulat
9,375.000
9,375.00
0.050
kg baut
14,900.000
745.00
1.000
ls alat bantu
1,000.000
1,000.00
0.080
tukang
78,800.000
6,304.00
0.006
kepala tukang
91,900.000
551.40
0.040
pekerja
52,500.000
2,100.00
1,000.00
8,955.40
10,120.00
2,000.00
21,075.40
15
1 Kg Pekerjaan besi siku
1.000
kg besi siku
14,800.000
14,800.00
0.067
tukang
78,800.000
5,253.99
0.001
mandor
65,600.000
77.08
0.023
pekerja
52,500.000
1,224.56
0.00
6,555.63
14,800.00
0.00
21,355.63
16
1 Kg Pekerjaan besi Pelat
1.000
kg besi siku
14,900.000
14,900.00
0.080
tukang
78,800.000
6,304.00
0.014
mandor
65,600.000
918.40
0.028
pekerja
52,500.000
1,470.00
0.00
8,692.40
14,900.00
0.00
23,592.40
17
G 28a.
1 M² pemasangan tembok bata 1:2
0.323
Pekerja
52,500.00
16,957.50
0.250
Tukang batu
78,800.00
19,700.00
0.123
Kepala tukang
91,900.00
11,303.70
0.115
Mandor
65,600.00
7,544.00
0.180
Pasir pasang
85,000.00
15,300.00
0.360
Semen portland
48,000.00
17,280.00
65.000
Batu bata jumbo
650.00
42,250.00
55,505.20
74,830.00
0.00
130,335.20
18
1 m² Pekerjaan lobang angin
27.000
bh lobang angin
2,500.000
67,500.00
0.038
tukang
78,800.000
2,955.00
0.013
mandor
65,600.000
820.00
0.100
pekerja
52,500.000
5,250.00
0.00
9,025.00
67,500.00
0.00
76,525.00
No.
Anl
Koef
Uraian
H. Satuan
Upah
Bahan
Peralatan
Total
19
1 m2 atap zinkalum
1.050
m² atap zinkalum
120,000.00
126,000.00
6.000
bh baut
2,000.00
12,000.00
0.200
tukang besi
78,800.00
15,760.00
0.100
pekerja
52,500.00
5,250.00
0.005
mandor
65,600.00
328.00
21,338.00
138,000.00
0.00
159,338.00
20
H 10
10 M' rabung atap seng:
6.000
lbr. rabung seng
39,400.00
236,400.00
0.100
Kg Paku seng
500.00
50.00
0.250
tukang besi
78,800.00
19,700.00
0.025
kepala tukang
91,900.00
2,297.50
0.250
pekerja
52,500.00
13,125.00
35,122.50
236,450.00
0.00
271,572.50
1 M'
3,512.25
23,645.00
0.00
27,157.25
21
1 m² lisplank zingnalum
1.050
m² atap zinkalum
120,000.00
126,000.00
6.000
bh baut
2,000.00
12,000.00
0.200
tukang besi
78,800.00
15,760.00
0.100
pekerja
52,500.00
5,250.00
0.005
mandor
65,600.00
328.00
21,338.00
138,000.00
0.00
159,338.00
22
1 m² plafond triplek 4 mm
1.050
m² triplek 4 mm
47,000.00
49,350.00
0.020
kg paku biasa
10,906.00
218.12
0.500
pekerja
52,500.00
26,250.00
0.025
mandor
65,600.00
1,640.00
27,890.00
49,568.12
0.00
77,458.12
23
K 9
10 m2 (mengecat dasar 1x dan mengecat warna 2x)
4.250
kg cat
41,000.00
174,250.00
0.567
ltr minyak cat
18,000.00
10,200.00
0.750
tukang cat
78,800.00
59,100.00
0.075
kep. tukang
91,900.00
6,892.50
0.500
pekerja
52,500.00
26,250.00
0.050
mandor
65,600.00
3,280.00
95,522.50
184,450.00
0.00
279,972.50
1 m²
9,552.25
18,445.00
0.00
27,997.25
24
G 50i.
1 M2 plesteran dengan perekat PC tbl 15 mm camp. 1:3
0.204
zak semen
48,000.00
9,792.00
0.019
M3 Pasir
85,000.00
1,649.00
0.200
Tukang batu
78,800.00
15,760.00
0.020
Kepala tukang
91,900.00
1,838.00
0.400
Pekerja
52,500.00
21,000.00
0.020
Mandor
65,600.00
1,312.00
39,910.00
11,441.00
0.00
51,351.00