|
| A.2.2.1.1.a. Pembuatan 1 M2 pagar sementara dari kayu tinggi 2 meter |
| No |
Uraian |
Kode |
Satuan |
Koefisien |
Harga Satuan |
Jumlah Harga (Rp) |
| A |
TENAGA |
|
|
|
|
|
| |
Pekerja |
L.01 |
OH |
0,4000 |
81.500,00 |
32.600,00 |
| |
Tukang Kayu |
L.02 |
OH |
0,2000 |
96.500,00 |
19.300,00 |
| |
Kepala Tukang |
L.03 |
OH |
0,0200 |
107.000,00 |
2.140,00 |
| |
Mandor |
L.04 |
OH |
0,0200 |
107.000,00 |
2.140,00 |
| |
|
|
|
JUMLAH TENAGA KERJA |
56.180,00 |
| B |
BAHAN |
|
|
|
|
|
| |
Dolken bambu |
|
Batang |
1,2500 |
25.000,00 |
31.250,00 |
| |
Semen portland |
|
Kg |
5,0000 |
1.250,00 |
6.250,00 |
| |
Pasir beton |
|
m |
0,0050 |
350.000,00 |
1.750,00 |
| |
Koral beton |
|
m |
0,0090 |
215.000,00 |
1.935,00 |
| |
Kayu 5/7 |
|
m |
0,0720 |
7.500.000,00 |
540.000,00 |
| |
Paku biasa 2” – 5” |
|
Kg |
0,0600 |
23.000,00 |
1.380,00 |
| |
Residu |
|
Liter |
0,4000 |
270.000,00 |
108.000,00 |
| |
|
|
|
JUMLAH HARGA BAHAN |
690.565,00 |
| C |
PERALATAN |
|
|
|
|
|
| |
|
|
|
JUMLAH HARGA ALAT |
|
| D |
Jumlah (A+B+C) |
|
|
|
|
746.745,00 |
| E |
Overhead & Profit |
|
|
10% x D |
|
74.674,50 |
| F |
Harga Satuan Pekerjaan (D+E) |
|
|
|
A.2.2.1.1.a |
821.419,50 |
|
| A.2.2.1.4. Pengukuran dan pemasangan 1 M’ Bouwplank |
| No |
Uraian |
Kode |
Satuan |
Koefisien |
Harga Satuan (Rp) |
Jumlah Harga (Rp) |
| A |
TENAGA |
|
|
|
|
|
| |
Pekerja |
L.01 |
OH |
0,1000 |
81.500,00 |
8.150,00 |
| |
Tukang Kayu |
L.02 |
OH |
0,1000 |
96.500,00 |
9.650,00 |
| |
Kepala Tukang |
L.03 |
OH |
0,0100 |
107.000,00 |
1.070,00 |
| |
Mandor |
L.04 |
OH |
0,0050 |
107.000,00 |
535,00 |
| |
|
|
|
JUMLAH TENAGA KERJA |
19.405,00 |
| B |
BAHAN |
|
|
|
|
|
| |
Kayu balok 5/7 |
|
m³ |
0,1200 |
7.500.000,00 |
900.000,00 |
| |
Paku 2”-3” |
|
Kg |
0,0200 |
23.000,00 |
460,00 |
| |
Kayu papan 3/20 |
|
m³ |
0,0070 |
7.800.000,00 |
54.600,00 |
| |
|
|
|
JUMLAH HARGA BAHAN |
955.060,00 |
| C |
PERALATAN |
|
|
|
|
|
| |
|
|
|
JUMLAH HARGA ALAT |
|
| D |
Jumlah (A+B+C) |
|
|
|
|
974.465,00 |
| E |
Overhead & Profit |
|
|
10% x D |
|
97.446,50 |
| F |
Harga Satuan Pekerjaan (D+E) |
|
|
|
A.2.2.1.4 |
1.071.911,50 |
|
| A.2.2.1.5.a. Pembuatan 1 M' kantor sementara lantai plesteran |
| No |
Uraian |
Kode |
Satuan |
Koefisien |
Harga Satuan (Rp) |
Jumlah Harga (Rp) |
| A |
TENAGA |
|
|
|
|
|
| |
Pekerja |
L.01 |
OH |
2,0000 |
81.500,00 |
163.000,00 |
| |
Tukang Kayu |
L.02 |
OH |
2,0000 |
96.500,00 |
193.000,00 |
| |
Tukang batu |
L.02 |
OH |
1,0000 |
96.500,00 |
96.500,00 |
| |
Kepala Tukang |
L.03 |
OH |
0,3000 |
107.000,00 |
32.100,00 |
| |
Mandor |
L.04 |
OH |
0,0500 |
107.000,00 |
5.350,00 |
| |
|
|
|
JUMLAH TENAGA KERJA |
489.950,00 |
| B |
BAHAN |
|
|
|
|
|
| |
Dolken bambu |
|
Batang |
1,2500 |
25.000,00 |
31.250,00 |
| |
Kayu |
|
m |
0,1800 |
7.500.000,00 |
1.350.000,00 |
| |
Paku biasa |
|
Kg |
0,0800 |
23.000,00 |
1.840,00 |
| |
Besi strip |
|
Kg |
1,1000 |
15.200,00 |
16.720,00 |
| |
Semen Portland |
|
Kg |
35,0000 |
1.250,00 |
43.750,00 |
| |
Pasir pasang |
|
m³ |
0,1500 |
350.000,00 |
52.500,00 |
| |
Pasir beton |
|
m³ |
0,1000 |
350.000,00 |
35.000,00 |
| |
Koral beton |
|
m³ |
0,1500 |
215.000,00 |
32.250,00 |
| |
Bata merah |
|
Bh |
30,0000 |
600,00 |
18.000,00 |
| |
Seng plat |
|
Lbr |
0,2500 |
28.000,00 |
7.000,00 |
| |
Jendela naco |
|
Bh |
0,2000 |
16.000,00 |
3.200,00 |
| |
Kaca polos |
|
m² |
0,0800 |
115.000,00 |
9.200,00 |
| |
Kunci tanam |
|
Bh |
0,1500 |
160.000,00 |
24.000,00 |
| |
Plywood 4mm |
|
Lbr |
0,0600 |
56.000,00 |
3.360,00 |
| |
|
|
|
JUMLAH HARGA BAHAN |
1.628.070,00 |
| C |
PERALATAN |
|
|
|
|
|
| |
|
|
|
JUMLAH HARGA ALAT |
|
| D |
Jumlah (A+B+C) |
|
|
|
|
2.118.020,00 |
| E |
Overhead & Profit |
|
|
10% x D |
|
211.802,00 |
| F |
Harga Satuan Pekerjaan (D+E) |
|
|
|
A.2.2.1.5.a |
2.329.822,00 |
|
| A.2.2.1.7.a. Pembuatan 1 M2 gudang semen dan peralatan |
|
|
| No |
Uraian |
Kode |
Satuan |
Koefisien |
Harga Satuan (Rp) |
Jumlah Harga (Rp) |
| A |
TENAGA |
|
|
|
|
|
| |
Pekerja |
L.01 |
OH |
1,000 |
81.500,00 |
81.500,00 |
| |
Tukang Kayu |
L.02 |
OH |
2,000 |
96.500,00 |
193.000,00 |
| |
Kepala Tukang |
L.03 |
OH |
0,200 |
107.000,00 |
21.400,00 |
| |
Mandor |
L.04 |
OH |
0,050 |
107.000,00 |
5.350,00 |
| |
|
|
|
JUMLAH TENAGA KERJA |
301.250,00 |
| B |
BAHAN |
|
|
|
|
|
| |
Dolken bambu |
|
Batang |
1,700 |
25.000,00 |
42.500,00 |
| |
Kayu |
|
m |
0,210 |
7.500.000,00 |
1.575.000,00 |
| |
Paku biasa |
|
Kg |
0,300 |
23.000,00 |
6.900,00 |
| |
Semen Portland |
|
Kg |
10,500 |
1.250,00 |
13.125,00 |
| |
Pasir beton |
|
m³ |
0,030 |
350.000,00 |
10.500,00 |
| |
Koral beton |
|
m³ |
0,050 |
215.000,00 |
10.750,00 |
| |
Seng gelombang |
|
Lbr |
1,500 |
54.000,00 |
81.000,00 |
| |
Seng plat |
|
Lbr |
0,250 |
28.000,00 |
7.000,00 |
| |
|
|
|
JUMLAH HARGA BAHAN |
1.746.775,00 |
| C |
PERALATAN |
|
|
|
|
|
| |
|
|
|
JUMLAH HARGA ALAT |
|
| D |
Jumlah (A+B+C) |
|
|
|
|
2.048.025,00 |
| E |
Overhead & Profit |
|
|
10% x D |
|
204.802,50 |
| F |
Harga Satuan Pekerjaan (D+E) |
|
|
|
A.2.2.1.7.a |
2.252.827,50 |
|
| A.2.2.1.9. Pembersihan 1 M2 lapangan dan peralatan |
| No |
Uraian |
Kode |
Satuan |
Koefisien |
Harga Satuan (Rp) |
Jumlah Harga (Rp) |
| A |
TENAGA |
|
|
|
|
|
| |
Pekerja |
L.01 |
OH |
0,1000 |
81.500,00 |
8.150,00 |
| |
Mandor |
L.04 |
OH |
0,0500 |
107.000,00 |
5.350,00 |
| |
|
|
|
JUMLAH TENAGA KERJA |
13.500,00 |
| B |
BAHAN |
|
|
|
|
|
| |
|
|
|
JUMLAH HARGA BAHAN |
|
| C |
PERALATAN |
|
|
|
|
|
| |
|
|
|
JUMLAH HARGA ALAT |
|
| D |
Jumlah (A+B+C) |
|
|
|
|
13.500,00 |
| E |
Overhead & Profit |
|
|
10% x D |
|
1.350,00 |
| F |
Harga Satuan Pekerjaan (D+E) |
|
|
|
A.2.2.1.9 |
14.850,00 |
|
| A.2.2.1.10. Pembuatan 1 M2 steger/ perancah dari bambu |
| No |
Uraian |
Kode |
Satuan |
Koefisien |
Harga Satuan (Rp) |
Jumlah Harga (Rp) |
| A |
TENAGA |
|
|
|
|
|
| |
Pekerja |
L.01 |
OH |
1,0000 |
81.500,00 |
81.500,00 |
| |
Tukang Kayu |
L.02 |
OH |
2,0000 |
96.500,00 |
193.000,00 |
| |
Kepala Tukang |
L.03 |
OH |
0,2000 |
107.000,00 |
21.400,00 |
| |
Mandor |
L.04 |
OH |
0,0500 |
107.000,00 |
5.350,00 |
| |
|
|
|
JUMLAH TENAGA KERJA |
301.250,00 |
| B |
BAHAN |
|
|
|
|
|
| |
Bambu diameter 6-8/600 cm |
|
Batang |
1,2500 |
25.000,00 |
31.250,00 |
| |
Tali ijuk |
|
kg |
0,1860 |
16.000,00 |
2.976,00 |
| |
|
|
|
JUMLAH HARGA BAHAN |
34.226,00 |
| C |
PERALATAN |
|
|
|
|
|
| |
|
|
|
JUMLAH HARGA ALAT |
|
| D |
Jumlah (A+B+C) |
|
|
|
|
335.476,00 |
| E |
Overhead & Profit |
|
|
10% x D |
|
33.547,60 |
| F |
Harga Satuan Pekerjaan (D+E) |
|
|
|
A.2.2.1.10 |
369.023,60 |
|
| A.2.2.1.13. Pembongkaran 1 M3 beton bertulang |
| No |
Uraian |
Kode |
Satuan |
Koefisien |
Harga Satuan (Rp) |
Jumlah Harga (Rp) |
| A |
TENAGA |
|
|
|
|
|
| |
Pekerja |
L.01 |
OH |
13,3340 |
81.500,00 |
1.086.721,00 |
| |
Mandor |
L.04 |
OH |
0,6660 |
107.000,00 |
71.262,00 |
| |
|
|
|
JUMLAH TENAGA KERJA |
1.157.983,00 |
| B |
BAHAN |
|
|
|
|
|
| |
|
|
|
JUMLAH HARGA BAHAN |
|
| C |
PERALATAN |
|
|
|
|
|
| |
|
|
|
JUMLAH HARGA ALAT |
|
| D |
Jumlah (A+B+C) |
|
|
|
|
1.157.983,00 |
| E |
Overhead & Profit |
|
|
10% x D |
|
115.798,30 |
| F |
Harga Satuan Pekerjaan (D+E) |
|
|
|
A.2.2.1.13 |
1.273.781,30 |
|
| A.2.2.1.14. Pembongkaran 1 M3 dinding tembok bata |
| No |
Uraian |
Kode |
Satuan |
Koefisien |
Harga Satuan (Rp) |
Jumlah Harga (Rp) |
| A |
TENAGA |
|
|
|
|
|
| |
Pekerja |
L.01 |
OH |
6,6670 |
81.500,00 |
543.360,50 |
| |
Mandor |
L.04 |
OH |
0,3330 |
107.000,00 |
35.631,00 |
| |
|
|
|
JUMLAH TENAGA KERJA |
578.991,50 |
| B |
BAHAN |
|
|
|
|
|
| |
|
|
|
JUMLAH HARGA BAHAN |
|
| C |
PERALATAN |
|
|
|
|
|
| |
|
|
|
JUMLAH HARGA ALAT |
|
| D |
Jumlah (A+B+C) |
|
|
|
|
578.991,50 |
| E |
Overhead & Profit |
|
|
10% x D |
|
57.899,15 |
| F |
Harga Satuan Pekerjaan (D+E) |
|
|
|
A.2.2.1.14 |
636.890,65 |
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