Analisa Harga Satuan Pekerjaan Persiapan
Analisa Harga Satuan Pekerjaan Persiapan
| No. | URAIAN |
SATUAN
|
VOLUME
|
HARGA SATUAN
|
HARGA
|
|
(Rp)
|
(Rp)
|
|||||
| A-01 | 1 M' Pagar Sementara Dari Kayu Tinggi 2 m | |||||
| - | Dolken Kayu Ø 8-10 / 400 cm |
Btg
|
1.2500
|
28,000.00
|
35,000.00
|
|
| - | Semen Portland |
Kg
|
2.5000
|
1,406.00
|
3,515.00
|
|
| - | Pasir beton |
M3
|
0.0050
|
255,400.00
|
1,277.00
|
|
| - | Koral Beton 2/3 |
M3
|
0.0090
|
211,100.00
|
1,899.90
|
|
| - | Kayu balok terentang |
M3
|
0.0720
|
2,640,000.00
|
190,080.00
|
|
| - | Paku Biasa 2" - 5" |
Kg
|
0.0600
|
23,400.00
|
1,404.00
|
|
| - | Residu |
Kg
|
0.4000
|
8,100.00
|
3,240.00
|
|
| - | Pekerja |
Oh
|
0.4000
|
42,000.00
|
16,800.00
|
|
| - | Tukang Kayu |
Oh
|
0.2000
|
65,000.00
|
13,000.00
|
|
| - | Kepala Tukang |
Oh
|
0.0200
|
75,000.00
|
1,500.00
|
|
| - | Mandor |
Oh
|
0.0200
|
80,000.00
|
1,600.00
|
|
| Jumlah |
269,315.90
|
|||||
| Dibulatkan |
269,316.00
|
|||||
| A-02 | 1 M' Pagar Sementara Seng Gelombang Tinggi 2 m | |||||
| - | Dolken Kayu Ø 8-10 / 400 cm |
Btg
|
1.2500
|
28,000.00
|
35,000.00
|
|
| - | Semen Portland |
Kg
|
2.5000
|
1,406.00
|
3,515.00
|
|
| - | Seng Gelombang BJLS-30 |
Lbr
|
1.2000
|
62,900.00
|
75,480.00
|
|
| - | Pasir beton |
M3
|
0.0050
|
255,400.00
|
1,277.00
|
|
| - | Koral Beton 2/3 |
M3
|
0.0090
|
211,100.00
|
1,899.90
|
|
| - | Kayu balok terentang |
M3
|
0.0720
|
2,640,000.00
|
190,080.00
|
|
| - | Paku Biasa 2" - 5" |
Kg
|
0.0600
|
23,400.00
|
1,404.00
|
|
| - | Meni Besi |
Kg
|
0.4500
|
30,400.00
|
13,680.00
|
|
| - | Pekerja |
Oh
|
0.4000
|
42,000.00
|
16,800.00
|
|
| - | Tukang Kayu |
Oh
|
0.2000
|
65,000.00
|
13,000.00
|
|
| - | Kepala Tukang |
Oh
|
0.0200
|
75,000.00
|
1,500.00
|
|
| - | Mandor |
Oh
|
0.0200
|
80,000.00
|
1,600.00
|
|
| Jumlah |
355,235.90
|
|||||
| Dibulatkan |
355,236.00
|
|||||
| A-03 | 1 M' Pagar SementaraKawat Duri Tinggi 1,80 m | |||||
| - | Dolken Kayu Ø 8-10 / 400 cm |
Btg
|
1.0000
|
28,000.00
|
28,000.00
|
|
| - | Semen Portland |
Kg
|
2.0000
|
1,406.00
|
2,812.00
|
|
| - | Kawat Duri |
Kg
|
2.5000
|
63,500.00
|
158,750.00
|
|
| - | Pasir beton |
M3
|
0.0050
|
255,400.00
|
1,277.00
|
|
| - | Koral Beton 2/3 |
M3
|
0.0090
|
211,100.00
|
1,899.90
|
|
| - | Paku Biasa 2" - 5" |
Kg
|
0.0600
|
23,400.00
|
1,404.00
|
|
| - | Pekerja |
Oh
|
0.3000
|
42,000.00
|
12,600.00
|
|
| - | Tukang Kayu |
Oh
|
0.2000
|
65,000.00
|
13,000.00
|
|
| - | Kepala Tukang |
Oh
|
0.0200
|
75,000.00
|
1,500.00
|
|
| - | Mandor |
Oh
|
0.0200
|
80,000.00
|
1,600.00
|
|
| Jumlah |
222,842.90
|
|||||
| Dibulatkan |
222,843.00
|
|||||
| A-04 | 1 M2 Pengukuran Dan Pasang Bouwplank | |||||
| - | Kayu kaso 5/7 |
M3
|
0.0120
|
1,870,500.00
|
22,446.00
|
|
| - | Paku Biasa 2" - 5" |
Kg
|
0.0200
|
23,400.00
|
468.00
|
|
| - | Kayu papan albasia |
M3
|
0.0070
|
2,071,700.00
|
14,501.90
|
|
| - | Pekerja |
Oh
|
0.1000
|
42,000.00
|
4,200.00
|
|
| - | Tukang Kayu |
Oh
|
0.1000
|
65,000.00
|
6,500.00
|
|
| - | Kepala Tukang |
Oh
|
0.0100
|
75,000.00
|
750.00
|
|
| - | Mandor |
Oh
|
0.0050
|
80,000.00
|
400.00
|
|
| Jumlah |
49,265.90
|
|||||
| Dibulatkan |
49,266.00
|
|||||
| A-05 | 1 M2 Pembuatan Kantor Sementara dgn Lantai Diplester | |||||
| - | Dolken Kayu Ø 8-10 / 400 cm |
Btg
|
1.2500
|
28,000.00
|
35,000.00
|
|
| - | Kayu Balok terentang |
M3
|
0.1800
|
2,640,000.00
|
475,200.00
|
|
| - | Paku Biasa |
Kg
|
0.8500
|
23,400.00
|
19,890.00
|
|
| - | Besi Strip |
Kg
|
1.1000
|
26,800.00
|
29,480.00
|
|
| - | Semen Portland |
Kg
|
35.0000
|
1,406.00
|
49,210.00
|
|
| - | Pasir Pasang |
M3
|
0.1500
|
233,400.00
|
35,010.00
|
|
| - | Pasir beton |
M3
|
0.1000
|
255,400.00
|
25,540.00
|
|
| - | Koral Beton2/3 |
M3
|
0.1500
|
211,100.00
|
31,665.00
|
|
| - | Bata Merah |
Bh
|
30.0000
|
775.00
|
23,250.00
|
|
| - | Seng Plat |
m'
|
0.2500
|
15,815.00
|
3,953.75
|
|
| - | Kawat harmonika |
M2
|
2.0000
|
35,900.00
|
71,800.00
|
|
| - | Kaca Polos 3mm |
M2
|
0.0800
|
87,400.00
|
6,992.00
|
|
| - | Kunci Tanam |
Bh
|
0.1500
|
94,500.00
|
14,175.00
|
|
| - | Plywood 120 x 240 x 0,4 cm |
Lbr
|
0.0600
|
140,000.00
|
8,400.00
|
|
| - | Pekerja |
Oh
|
2.0000
|
42,000.00
|
84,000.00
|
|
| - | Tukang Kayu |
Oh
|
2.0000
|
65,000.00
|
130,000.00
|
|
| - | Tukang Batu |
Oh
|
1.0000
|
65,000.00
|
65,000.00
|
|
| - | Kepala Tukang |
Oh
|
0.3000
|
75,000.00
|
22,500.00
|
|
| - | Mandor |
Oh
|
0.0500
|
80,000.00
|
4,000.00
|
|
| Jumlah |
1,135,065.75
|
|||||
| Dibulatkan |
1,135,066.00
|
|||||
| A-06 | 1 M2 Pembuatan Gudang Semen dan Alat-alat | |||||
| - | Dolken Kayu Ø 8-10 / 400 cm |
Btg
|
1.7000
|
28,000.00
|
47,600.00
|
|
| - | Kayu balok terentang |
M3
|
0.2100
|
2,640,000.00
|
554,400.00
|
|
| - | Paku Biasa |
Kg
|
0.3000
|
23,400.00
|
7,020.00
|
|
| - | Semen Portland |
Kg
|
10.5000
|
1,406.00
|
14,763.00
|
|
| - | Pasir Beton |
M3
|
0.0300
|
255,400.00
|
7,662.00
|
|
| - | Koral Beton 2/3 |
M3
|
0.0500
|
211,100.00
|
10,555.00
|
|
| - | Seng Gelombang BJLS 30 |
Lbr
|
1.5000
|
62,900.00
|
94,350.00
|
|
| - | Pekerja |
Oh
|
1.0000
|
42,000.00
|
42,000.00
|
|
| - | Tukang Kayu |
Oh
|
2.0000
|
65,000.00
|
130,000.00
|
|
| - | Kepala Tukang |
Oh
|
0.2000
|
75,000.00
|
15,000.00
|
|
| - | Mandor |
Oh
|
0.0500
|
80,000.00
|
4,000.00
|
|
| Jumlah |
927,350.00
|
|||||
| Dibulatkan |
927,350.00
|
|||||
| A-07 | 1 M2 Pembuatan Bedeng Buruh | |||||
| - | Dolken Kayu Ø 8-10 / 400 cm |
Btg
|
1.2500
|
28,000.00
|
35,000.00
|
|
| - | Kayu balok terentang |
M3
|
0.1860
|
2,640,000.00
|
491,040.00
|
|
| - | Paku Biasa |
Kg
|
0.3000
|
23,400.00
|
7,020.00
|
|
| - | Semen Portland |
Kg
|
18.0000
|
1,406.00
|
25,308.00
|
|
| - | Pasir Beton |
M3
|
0.0300
|
255,400.00
|
7,662.00
|
|
| - | Koral Beton 2/3 |
M3
|
0.0500
|
211,100.00
|
10,555.00
|
|
| - | Seng Gelombang BJLS 30 |
Lbr
|
1.5000
|
62,900.00
|
94,350.00
|
|
| - | Pekerja |
Oh
|
1.0000
|
42,000.00
|
42,000.00
|
|
| - | Tukang Kayu |
Oh
|
2.0000
|
65,000.00
|
130,000.00
|
|
| - | Kepala Tukang |
Oh
|
0.2000
|
75,000.00
|
15,000.00
|
|
| - | Mandor |
Oh
|
0.0500
|
80,000.00
|
4,000.00
|
|
| Jumlah |
861,935.00
|
|||||
| Dibulatkan |
861,935.00
|
|||||
| A-08 | 1 M2 Membersihkan Lapangan dan Perataan | |||||
| - | Pekerja |
Oh
|
0.1000
|
42,000.00
|
4,200.00
|
|
| - | Mandor |
Oh
|
0.0500
|
80,000.00
|
4,000.00
|
|
| Jumlah |
8,200.00
|
|||||
| Dibulatkan |
8,200.00
|
|||||
| A-09 | 1M2 Pembuatan Jalan Sementara | |||||
| - | Batu Belah 15/20 |
M3
|
0.1500
|
205,500.00
|
30,825.00
|
|
| - | Batu Pecah 5/7 |
M3
|
0.0900
|
196,000.00
|
17,640.00
|
|
| - | Pasir Pasang |
M3
|
0.0100
|
233,400.00
|
2,334.00
|
|
| - | Pekerja |
Oh
|
1.0000
|
42,000.00
|
42,000.00
|
|
| - | Mandor |
Oh
|
0.0500
|
80,000.00
|
4,000.00
|
|
| Jumlah |
96,799.00
|
|||||
| Dibulatkan |
96,799.00
|
|||||
| A-10 | 1 M3 Bongkaran Beton Bertulang | |||||
| - | Pekerja |
Oh
|
6.6670
|
42,000.00
|
280,014.00
|
|
| - | Mandor |
Oh
|
0.3330
|
80,000.00
|
26,640.00
|
|
| Jumlah |
306,654.00
|
|||||
| Dibulatkan |
306,654.00
|
|||||
| A-11 | 1 M3 Bongkaran Dinding Tembok Bata Merah | |||||
| - | Pekerja |
Oh
|
6.6670
|
42,000.00
|
280,014.00
|
|
| - | Mandor |
Oh
|
0.0330
|
80,000.00
|
2,640.00
|
|
| Jumlah |
282,654.00
|
|||||
| Dibulatkan |
282,654.00
|
|||||
| A-12 | 1 M¹ Pagar beton Pracetak ( 5 x 50 x 213 ) cm | |||||
| - | Panel Beton Pracetak |
Lbr
|
0.9860
|
199,200.00
|
196,411.20
|
|
| - | Kolom Beton Pracetak |
Btg
|
0.5250
|
264,000.00
|
138,600.00
|
|
| - | Pasir Beton |
M3
|
0.0740
|
255,400.00
|
18,899.60
|
|
| - | Koral 2/3 |
M3
|
0.1460
|
211,100.00
|
30,820.60
|
|
| - | Semen abu - abu |
Kg
|
45.0000
|
1,406.00
|
63,270.00
|
|
| - | Pekerja |
Oh
|
0.3750
|
42,000.00
|
15,750.00
|
|
| - | Tukang Batu |
Oh
|
0.1250
|
65,000.00
|
8,125.00
|
|
| - | Kepala Tukang |
Oh
|
0.0120
|
75,000.00
|
900.00
|
|
| - | Mandor |
Oh
|
0.0190
|
80,000.00
|
1,520.00
|
|
| Jumlah |
474,296.40
|
|||||
| Dibulatkan |
474,296.00
|
|||||
| A-13 | 1 M¹ Pagar kawat ayam tiang besi L50.50.5, tinggi 1 m' | |||||
| - | Kawat ram ayam |
Lbr
|
0.4340
|
14,900.00
|
6,466.60
|
|
| - | Besi siku L 50.50.5 |
Kg
|
6.7860
|
18,300.00
|
124,183.80
|
|
| - | Besi pelat (1,2 x 3) mm |
Kg
|
0.0424
|
18,300.00
|
775.92
|
|
| - | Baut |
bh
|
4.0000
|
600.00
|
2,400.00
|
|
| - | Semen Portland |
Kg
|
2.5000
|
1,406.00
|
3,515.00
|
|
| - | Pasir beton |
M3
|
0.0050
|
255,400.00
|
1,277.00
|
|
| - | Koral Beton 2/3 |
M3
|
0.0090
|
211,100.00
|
1,899.90
|
|
| - | Pekerja |
Oh
|
0.3750
|
42,000.00
|
15,750.00
|
|
| - | Tukang Batu |
Oh
|
0.1250
|
65,000.00
|
8,125.00
|
|
| - | Kepala Tukang |
Oh
|
0.0120
|
75,000.00
|
900.00
|
|
| - | Mandor |
Oh
|
0.0190
|
80,000.00
|
1,520.00
|
|
| Jumlah |
166,813.22
|
|||||
| Dibulatkan |
166,813.00
|
|||||
| A-14 | 1 M2 Pagar BRC lengkap dengan tiang | |||||
| - | BRC lengkap dengan tiang |
Lbr
|
0.4340
|
171,300.00
|
74,344.20
|
|
| - | Semen Portland |
Kg
|
2.0000
|
1,406.00
|
2,812.00
|
|
| - | Kawat Duri |
Kg
|
2.5000
|
63,500.00
|
158,750.00
|
|
| - | Pasir beton |
M3
|
0.0050
|
255,400.00
|
1,277.00
|
|
| - | Koral Beton 2/3 |
M3
|
0.0090
|
211,100.00
|
1,899.90
|
|
| - | Pekerja |
Oh
|
0.3750
|
42,000.00
|
15,750.00
|
|
| - | Tukang Batu |
Oh
|
0.1250
|
65,000.00
|
8,125.00
|
|
| - | Kepala Tukang |
Oh
|
0.0120
|
75,000.00
|
900.00
|
|
| - | Mandor |
Oh
|
0.0190
|
80,000.00
|
1,520.00
|
|
| Jumlah |
265,378.10
|
|||||
| Dibulatkan |
265,378.00
|
|||||
| A-15 | 1 M2 Steiger Werk / perancah dari Bambu | |||||
| - | Bambu Ø 6 - 10 (600) cm |
btng
|
1.0000
|
25,000.00
|
25,000.00
|
|
| - | Tali ijuk |
kg
|
0.2500
|
23,400.00
|
5,850.00
|
|
| - | Pekerja |
org
|
0.2500
|
42,000.00
|
10,500.00
|
|
| - | Tukang kayu |
org
|
0.0170
|
65,000.00
|
1,105.00
|
|
| - | Kepala tukang |
org
|
0.0020
|
75,000.00
|
150.00
|
|
| - | Mandor |
org
|
0.0130
|
80,000.00
|
1,040.00
|
|
| Jumlah |
43,645.00
|
|||||
| Dibulatkan |
43,645.00
|
|||||
| A-16 | 1 M' Cerucuk Bambu | |||||
| - | Bambu Ø 7 -10 (400) cm |
btng
|
1.2500
|
25,000.00
|
31,250.00
|
|
| - | Pekerja |
org
|
0.5000
|
42,000.00
|
21,000.00
|
|
| - | Mandor |
org
|
0.0250
|
80,000.00
|
2,000.00
|
|
| Jumlah |
54,250.00
|
|||||
| Dibulatkan |
54,250.00
|
|||||
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