DAFTAR ANALISA PEKERJAAN |
SNI.DT
91-0012-2007 |
PEKERJAAN PENUTUP
LANTAI DAN DINDING |
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SNI.DT 91-0012-2007.6.13 |
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Memasang 1 m2 lantai keramik ukuran
(60x60) cm |
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Kebutuhan |
Satuan |
Indeks |
Harga satuan |
Harga satuan |
Jumlah harga bahan |
Jumlah harga upah |
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Bahan |
Lantai keramik 60x60 |
Bh |
3.100 |
Rp. |
45,000.00 |
Rp. |
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Rp. |
139,500.00 |
Rp. |
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Portland cement |
kg |
9.600 |
Rp. |
1,100.00 |
Rp. |
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Rp. |
10,560.00 |
Rp. |
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Pasir pasang |
m3 |
0.045 |
Rp. |
90,000.00 |
Rp. |
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Rp. |
4,050.00 |
Rp. |
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Semen warna |
kg |
1.500 |
Rp. |
3,075.00 |
Rp. |
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Rp. |
4,612.50 |
Rp. |
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Tenaga |
Pekerja |
Oh |
0.240 |
Rp. |
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Rp. |
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Rp. |
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Rp. |
0.00 |
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Tukang Batu |
Oh |
0.120 |
Rp. |
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Rp. |
72,000.00 |
Rp. |
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Rp. |
8,640.00 |
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Kepala Tukang |
Oh |
0.012 |
Rp. |
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Rp. |
80,000.00 |
Rp. |
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Rp. |
960.00 |
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Mandor |
Oh |
0.012 |
Rp. |
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Rp. |
72,000.00 |
Rp. |
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Rp. |
864.00 |
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158,722.50 |
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10,464.00 |
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Jumlah harga = |
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Rp. |
169,186.50 |
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Pembulatan
= |
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Rp. |
169,190.00 |
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SNI.DT 91-0012-2007.6.34 |
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Memasang 1 m2 lantai keramik ukuran
(40x40) cm |
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Kebutuhan |
Satuan |
Indeks |
Harga satuan |
Harga satuan |
Jumlah harga bahan |
Jumlah harga upah |
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Bahan |
Lantai keramik |
Bh |
6.500 |
Rp. |
8,833.33 |
Rp. |
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Rp. |
57,416.65 |
Rp. |
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Portland cement |
kg |
8.190 |
Rp. |
1,100.00 |
Rp. |
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Rp. |
9,009.00 |
Rp. |
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Pasir pasang |
m3 |
0.045 |
Rp. |
90,000.00 |
Rp. |
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Rp. |
4,050.00 |
Rp. |
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Semen warna |
kg |
1.620 |
Rp. |
3,075.00 |
Rp. |
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Rp. |
4,981.50 |
Rp. |
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Tenaga |
Pekerja |
Oh |
0.700 |
Rp. |
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Rp. |
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Rp. |
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Rp. |
0.00 |
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Tukang Kayu |
Oh |
0.350 |
Rp. |
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Rp. |
72,000.00 |
Rp. |
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Rp. |
25,200.00 |
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Kepala Tukang |
Oh |
0.035 |
Rp. |
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Rp. |
80,000.00 |
Rp. |
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Rp. |
2,800.00 |
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Mandor |
Oh |
0.035 |
Rp. |
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Rp. |
72,000.00 |
Rp. |
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Rp. |
2,520.00 |
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75,457.15 |
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30,520.00 |
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Jumlah harga = |
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Rp. |
105,977.15 |
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Pembulatan
= |
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Rp. |
105,980.00 |
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SNI.DT 91-0012-2007.6.35 |
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Memasang 1 m2 lantai keramik ukuran
(30x30) cm |
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Kebutuhan |
Satuan |
Indeks |
Harga satuan |
Harga satuan |
Jumlah harga bahan |
Jumlah harga upah |
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Bahan |
Lantai keramik |
Bh |
11.500 |
Rp. |
4,909.09 |
Rp. |
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Rp. |
56,454.54 |
Rp. |
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Portland cement |
kg |
10.000 |
Rp. |
1,100.00 |
Rp. |
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Rp. |
11,000.00 |
Rp. |
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Pasir pasang |
m3 |
0.045 |
Rp. |
90,000.00 |
Rp. |
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Rp. |
4,050.00 |
Rp. |
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Semen warna |
kg |
1.500 |
Rp. |
3,075.00 |
Rp. |
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Rp. |
4,612.50 |
Rp. |
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Tenaga |
Pekerja |
Oh |
0.700 |
Rp. |
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Rp. |
50,000.00 |
Rp. |
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Rp. |
35,000.00 |
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Tukang Kayu |
Oh |
0.350 |
Rp. |
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Rp. |
72,000.00 |
Rp. |
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Rp. |
25,200.00 |
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Kepala Tukang |
Oh |
0.035 |
Rp. |
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Rp. |
80,000.00 |
Rp. |
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Rp. |
2,800.00 |
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Mandor |
Oh |
0.035 |
Rp. |
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Rp. |
72,000.00 |
Rp. |
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Rp. |
2,520.00 |
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76,117.04 |
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65,520.00 |
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Jumlah harga = |
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Rp. |
141,637.04 |
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Pembulatan
= |
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Rp. |
141,640.00 |
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SNI.DT 91-0012-2007.6.36 |
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Memasang 1 m2 lantai keramik ukuran
(20x20) cm |
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Kebutuhan |
Satuan |
Indeks |
Harga satuan |
Harga satuan |
Jumlah harga bahan |
Jumlah harga upah |
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Bahan |
Lantai keramik |
Bh |
25.000 |
Rp. |
1,960.00 |
Rp. |
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Rp. |
49,000.00 |
Rp. |
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Portland cement |
kg |
10.400 |
Rp. |
1,100.00 |
Rp. |
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Rp. |
11,440.00 |
Rp. |
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Pasir pasang |
m3 |
0.045 |
Rp. |
90,000.00 |
Rp. |
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Rp. |
4,050.00 |
Rp. |
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Semen warna |
kg |
1.620 |
Rp. |
3,075.00 |
Rp. |
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Rp. |
4,981.50 |
Rp. |
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Tenaga |
Pekerja |
Oh |
0.700 |
Rp. |
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Rp. |
50,000.00 |
Rp. |
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Rp. |
35,000.00 |
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Tukang Kayu |
Oh |
0.350 |
Rp. |
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Rp. |
72,000.00 |
Rp. |
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Rp. |
25,200.00 |
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Kepala Tukang |
Oh |
0.035 |
Rp. |
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Rp. |
80,000.00 |
Rp. |
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Rp. |
2,800.00 |
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Mandor |
Oh |
0.035 |
Rp. |
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Rp. |
72,000.00 |
Rp. |
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Rp. |
2,520.00 |
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69,471.50 |
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65,520.00 |
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Jumlah harga = |
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Rp. |
134,991.50 |
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Pembulatan
= |
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Rp. |
134,990.00 |
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SNI.DT 91-0012-2007.6.36.1 |
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Memasang 1 m2 dinding keramik ukuran
(20x25) cm |
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Kebutuhan |
Satuan |
Indeks |
Harga satuan |
Harga satuan |
Jumlah harga bahan |
Jumlah harga upah |
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Bahan |
Lantai keramik |
Bh |
20.000 |
Rp. |
2,250.00 |
Rp. |
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Rp. |
45,000.00 |
Rp. |
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Portland cement |
kg |
10.400 |
Rp. |
1,100.00 |
Rp. |
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Rp. |
11,440.00 |
Rp. |
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Pasir pasang |
m3 |
0.045 |
Rp. |
90,000.00 |
Rp. |
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Rp. |
4,050.00 |
Rp. |
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Semen warna |
kg |
1.620 |
Rp. |
3,075.00 |
Rp. |
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Rp. |
4,981.50 |
Rp. |
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Tenaga |
Pekerja |
Oh |
0.700 |
Rp. |
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Rp. |
50,000.00 |
Rp. |
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Rp. |
35,000.00 |
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Tukang Kayu |
Oh |
0.350 |
Rp. |
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Rp. |
72,000.00 |
Rp. |
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Rp. |
25,200.00 |
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Kepala Tukang |
Oh |
0.035 |
Rp. |
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Rp. |
80,000.00 |
Rp. |
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Rp. |
2,800.00 |
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Mandor |
Oh |
0.035 |
Rp. |
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Rp. |
72,000.00 |
Rp. |
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Rp. |
2,520.00 |
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65,471.50 |
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65,520.00 |
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Jumlah harga = |
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Rp. |
130,991.50 |
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Pembulatan
= |
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Rp. |
130,990.00 |
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SNI.DT 91-0012-2007.6.44 |
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Memasang 1 m2 lantai karpet |
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Kebutuhan |
Satuan |
Indeks |
Harga satuan |
Harga satuan |
Jumlah harga bahan |
Jumlah harga upah |
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Bahan |
Karpet |
m2 |
1.050 |
Rp. |
36,000.00 |
Rp. |
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Rp. |
37,800.00 |
Rp. |
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Lem |
kg |
0.350 |
Rp. |
45,000.00 |
Rp. |
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Rp. |
15,750.00 |
Rp. |
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Tenaga |
Pekerja |
Oh |
0.170 |
Rp. |
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Rp. |
50,000.00 |
Rp. |
|
Rp. |
8,500.00 |
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Tukang Kayu |
Oh |
0.170 |
Rp. |
|
Rp. |
72,000.00 |
Rp. |
|
Rp. |
12,240.00 |
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Kepala Tukang |
Oh |
0.017 |
Rp. |
|
Rp. |
80,000.00 |
Rp. |
|
Rp. |
1,360.00 |
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Mandor |
Oh |
0.009 |
Rp. |
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Rp. |
72,000.00 |
Rp. |
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Rp. |
648.00 |
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53,550.00 |
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22,748.00 |
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Jumlah harga = |
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Rp. |
76,298.00 |
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Pembulatan
= |
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Rp. |
76,300.00 |
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SNI.DT 91-0012-2007.6.46 |
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Memasang 1 m2 lantai parquet |
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Kebutuhan |
Satuan |
Indeks |
Harga satuan |
Harga satuan |
Jumlah harga bahan |
Jumlah harga upah |
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Bahan |
Parquet |
m2 |
1.050 |
Rp. |
270,000.00 |
Rp. |
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Rp. |
283,500.00 |
Rp. |
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Lem |
kg |
0.600 |
Rp. |
45,000.00 |
Rp. |
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Rp. |
27,000.00 |
Rp. |
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Tenaga |
Pekerja |
Oh |
0.700 |
Rp. |
|
Rp. |
50,000.00 |
Rp. |
|
Rp. |
35,000.00 |
|
Tukang Kayu |
Oh |
0.350 |
Rp. |
|
Rp. |
72,000.00 |
Rp. |
|
Rp. |
25,200.00 |
|
Kepala Tukang |
Oh |
0.035 |
Rp. |
|
Rp. |
80,000.00 |
Rp. |
|
Rp. |
2,800.00 |
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Mandor |
Oh |
0.035 |
Rp. |
|
Rp. |
72,000.00 |
Rp. |
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Rp. |
2,520.00 |
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|
310,500.00 |
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65,520.00 |
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Jumlah harga = |
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Rp. |
376,020.00 |
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Pembulatan
= |
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Rp. |
376,020.00 |
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SNI.DT 91-0012-2007.6.47 |
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Memasang 1 m2 lantai kayu (gym
floor) |
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Kebutuhan |
Satuan |
Indeks |
Harga satuan |
Harga satuan |
Jumlah harga bahan |
Jumlah harga upah |
|
Bahan |
Gymfloor |
m2 |
1.050 |
Rp. |
180,000.00 |
Rp. |
|
Rp. |
189,000.00 |
Rp. |
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Lem |
kg |
0.600 |
Rp. |
45,000.00 |
Rp. |
|
Rp. |
27,000.00 |
Rp. |
|
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Tenaga |
Pekerja |
Oh |
0.700 |
Rp. |
|
Rp. |
50,000.00 |
Rp. |
|
Rp. |
35,000.00 |
|
Tukang Kayu |
Oh |
0.350 |
Rp. |
|
Rp. |
72,000.00 |
Rp. |
|
Rp. |
25,200.00 |
|
Kepala Tukang |
Oh |
0.035 |
Rp. |
|
Rp. |
80,000.00 |
Rp. |
|
Rp. |
2,800.00 |
|
Mandor |
Oh |
0.035 |
Rp. |
|
Rp. |
72,000.00 |
Rp. |
|
Rp. |
2,520.00 |
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|
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|
|
|
|
|
|
|
216,000.00 |
|
65,520.00 |
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Jumlah harga = |
|
Rp. |
281,520.00 |
|
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|
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|
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Pembulatan
= |
|
Rp. |
281,520.00 |
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|
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SNI.DT 91-0012-2007.6.57 |
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Memasang 1 m2 dinding batu paras |
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Kebutuhan |
Satuan |
Indeks |
Harga satuan |
Harga satuan |
Jumlah harga bahan |
Jumlah harga upah |
|
Bahan |
Batu paras |
m2 |
1.100 |
Rp. |
180,000.00 |
Rp. |
|
Rp. |
198,000.00 |
Rp. |
|
|
Potrland cement |
kg |
11.750 |
Rp. |
1,100.00 |
Rp. |
|
Rp. |
12,925.00 |
Rp. |
|
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Pasir pasang |
m3 |
0.035 |
Rp. |
90,000.00 |
Rp. |
|
Rp. |
3,150.00 |
Rp. |
|
|
Tenaga |
Pekerja |
Oh |
0.700 |
Rp. |
|
Rp. |
50,000.00 |
Rp. |
|
Rp. |
35,000.00 |
|
Tukang batu |
Oh |
0.350 |
Rp. |
|
Rp. |
72,000.00 |
Rp. |
|
Rp. |
25,200.00 |
|
Kepala Tukang |
Oh |
0.035 |
Rp. |
|
Rp. |
80,000.00 |
Rp. |
|
Rp. |
2,800.00 |
|
Mandor |
Oh |
0.035 |
Rp. |
|
Rp. |
72,000.00 |
Rp. |
|
Rp. |
2,520.00 |
|
|
|
|
|
|
|
|
|
|
214,075.00 |
|
65,520.00 |
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|
|
|
|
|
|
|
Jumlah harga = |
|
Rp. |
279,595.00 |
|
|
|
|
|
|
|
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Pembulatan
= |
|
Rp. |
279,600.00 |
|
|
|
|
|
|
|
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SNI.DT 91-0012-2007.6.58 |
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Memasang 1 m2 dinding batu tempel
hitam |
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Kebutuhan |
Satuan |
Indeks |
Harga satuan |
Harga satuan |
Jumlah harga bahan |
Jumlah harga upah |
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Bahan |
Batu tempel hitam |
m2 |
1.100 |
Rp. |
135,000.00 |
Rp. |
|
Rp. |
148,500.00 |
Rp. |
|
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Potrland cement |
kg |
11.750 |
Rp. |
1,100.00 |
Rp. |
|
Rp. |
12,925.00 |
Rp. |
|
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Pasir pasang |
m3 |
0.035 |
Rp. |
90,000.00 |
Rp. |
|
Rp. |
3,150.00 |
Rp. |
|
|
Tenaga |
Pekerja |
Oh |
0.700 |
Rp. |
|
Rp. |
50,000.00 |
Rp. |
|
Rp. |
35,000.00 |
|
Tukang batu |
Oh |
0.350 |
Rp. |
|
Rp. |
72,000.00 |
Rp. |
|
Rp. |
25,200.00 |
|
Kepala Tukang |
Oh |
0.035 |
Rp. |
|
Rp. |
80,000.00 |
Rp. |
|
Rp. |
2,800.00 |
|
Mandor |
Oh |
0.035 |
Rp. |
|
Rp. |
72,000.00 |
Rp. |
|
Rp. |
2,520.00 |
|
|
|
|
|
|
|
|
|
|
164,575.00 |
|
65,520.00 |
|
|
|
|
|
|
|
|
Jumlah harga = |
|
Rp. |
230,095.00 |
|
|
|
|
|
|
|
|
Pembulatan
= |
|
Rp. |
230,100.00 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
SNI.DT 91-0012-2007.6.60 |
|
|
|
|
|
|
|
|
|
|
|
Memasang 1 m2 wall paper |
|
|
|
|
|
|
|
|
|
|
|
Kebutuhan |
Satuan |
Indeks |
Harga satuan |
Harga satuan |
Jumlah harga bahan |
Jumlah harga upah |
|
Bahan |
Wallpaper |
m2 |
2.200 |
Rp. |
94,000.00 |
Rp. |
|
Rp. |
206,800.00 |
Rp. |
|
|
Lem |
kg |
0.250 |
Rp. |
45,000.00 |
Rp. |
|
Rp. |
11,250.00 |
Rp. |
|
|
Tenaga |
Pekerja |
Oh |
0.350 |
Rp. |
|
Rp. |
50,000.00 |
Rp. |
|
Rp. |
17,500.00 |
|
Tukang |
Oh |
0.175 |
Rp. |
|
Rp. |
72,000.00 |
Rp. |
|
Rp. |
12,600.00 |
|
Kepala Tukang |
Oh |
0.017 |
Rp. |
|
Rp. |
80,000.00 |
Rp. |
|
Rp. |
1,360.00 |
|
Mandor |
Oh |
0.002 |
Rp. |
|
Rp. |
72,000.00 |
Rp. |
|
Rp. |
144.00 |
|
|
|
|
|
|
|
|
|
|
218,050.00 |
|
31,604.00 |
|
|
|
|
|
|
|
|
Jumlah harga = |
|
Rp. |
249,654.00 |
|
|
|
|
|
|
|
|
Pembulatan
= |
|
Rp. |
249,650.00 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
SNI.DT 91-0012-2007.6.61 |
|
|
|
|
|
|
|
|
|
|
|
Memasang 1 m2 floor hardener |
|
|
|
|
|
|
|
|
|
|
|
Kebutuhan |
Satuan |
Indeks |
Harga satuan |
Harga satuan |
Jumlah harga bahan |
Jumlah harga upah |
|
Bahan |
Floor Hardener |
kg |
5.000 |
Rp. |
3,500.00 |
Rp. |
|
Rp. |
17,500.00 |
Rp. |
|
|
Tenaga |
Pekerja |
Oh |
0.120 |
Rp. |
|
Rp. |
50,000.00 |
Rp. |
|
Rp. |
6,000.00 |
|
Tukang |
Oh |
0.120 |
Rp. |
|
Rp. |
72,000.00 |
Rp. |
|
Rp. |
8,640.00 |
|
Kepala Tukang |
Oh |
0.012 |
Rp. |
|
Rp. |
80,000.00 |
Rp. |
|
Rp. |
960.00 |
|
Mandor |
Oh |
0.006 |
Rp. |
|
Rp. |
72,000.00 |
Rp. |
|
Rp. |
432.00 |
|
|
|
|
|
|
|
|
|
|
17,500.00 |
|
16,032.00 |
|
|
|
|
|
|
|
|
Jumlah harga = |
|
Rp. |
33,532.00 |
|
|
|
|
|
|
|
|
Pembulatan
= |
|
Rp. |
33,530.00 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
SNI.DT 91-0012-2007.6.7 |
|
|
|
|
|
|
|
|
|
|
|
Memasang 1 m2 conblok #6 cm |
|
|
|
|
|
|
|
|
|
|
|
Kebutuhan |
Satuan |
Indeks |
Harga satuan |
Harga satuan |
Jumlah harga bahan |
Jumlah harga upah |
|
Bahan |
Conblok #6cm |
bh |
44.000 |
Rp. |
1,800.00 |
Rp. |
|
Rp. |
79,200.00 |
Rp. |
|
|
Pasir urug |
m3 |
0.055 |
Rp. |
73,000.00 |
Rp. |
|
Rp. |
4,015.00 |
Rp. |
|
|
Tenaga |
Pekerja |
Oh |
0.300 |
Rp. |
|
Rp. |
50,000.00 |
Rp. |
|
Rp. |
15,000.00 |
|
Tukang |
Oh |
0.200 |
Rp. |
|
Rp. |
72,000.00 |
Rp. |
|
Rp. |
14,400.00 |
|
Kepala Tukang |
Oh |
0.010 |
Rp. |
|
Rp. |
80,000.00 |
Rp. |
|
Rp. |
800.00 |
|
Mandor |
Oh |
0.010 |
Rp. |
|
Rp. |
72,000.00 |
Rp. |
|
Rp. |
720.00 |
|
|
|
|
|
|
|
|
|
|
83,215.00 |
|
30,920.00 |
|
|
|
|
|
|
|
|
Jumlah harga = |
|
Rp. |
114,135.00 |
|
|
|
|
|
|
|
|
Pembulatan
= |
|
Rp. |
114,140.00 |
|
|
|
|
|
|
|
|
|
|
|
|
|
Gan,....analisa conblock 6 cm untuk 1 M2 nya masa 44 gan??/bukannya 25-29??
ReplyDeleteAsumsi ukuran conblock 15x15 pak, jadi untuk 1 m2 perlu 44 bh conblock uk.15x15x6 cm
DeleteKalo untuk 25 conblock pake ukuran 20x20 cm
Terima kasih infonya gan.
ReplyDeleteLumayan buat nambah elmu.
Finishing Floor Hardener
Harga Hardener.
----------
Analisanya terlalu tinggi, dan cenderung tidak masuk akal untuk koefisien upah di pekerjaan "SNI.DT 91-0012-2007.6.13,Memasang 1 m2 lantai keramik ukuran (60x60)cm"
ReplyDeleteAsumsi produktifitas pekerjaan pasang keramik adalah 83.33m2/hari per 1 tukang Batu, dengan 10 tukang maka koef Tukang Batu diasumsikan 10/83.33 = 0.12
Padahal, dengan Tukang Batu 6 orang bisa mendapat produktifitas yang sama yaitu 83.33 perhari dengan koef 0.072, dan tentunya biaya ini lebih murah dibanding standar SNI
thanks infonya gan, kunjungi juga http://www.ahlibeton.co.id/2015/09/floor-hardener.html untuk pembuatan floorhardener
ReplyDeleteKalau pekerja sampai lerbur, koefisien masih bisa dipakai tidak..?
ReplyDeletethanks bang sangat bermaanfaat
ReplyDeletePasang keramik pakai tukang kayu?
ReplyDeleteThis comment has been removed by the author.
ReplyDelete