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Pek. Dinding - RAB
Project Management (Universitas Tarumanagara)
Studocu is not sponsored or endorsed by any college or university
Pek. Dinding - RAB
Project Management (Universitas Tarumanagara)
Downloaded by Priangga Ma’ri ([email protected])
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TABEL ANALISA HARGA SATUAN PEKERJAAN DINDING
A.4.4.1.26. Pemasangan 1 m2 dinding bata ringan tebal 10 cm dengan mortar siap pakai
Harga Satuan Jumlah Harga
Rp Rp
A TENAGA
Pekerja L.01 OH 0.671 135,500.00 90,920.50
Tukang batu L.06 OH 1.300 155,800.00 202,540.00
Kepala tukang L.07 OH 0.130 164,052.00 21,326.76
Mandor L.14 OH 0.003 183,200.00 549.60
315,336.86
B BAHAN
Bata ringan tebal 10 cm 1D1 Bh 8.400 10,500.00 88,200.00
Mortar siap pakai 1G2 Kg 0.063 1,512.50 95.29
88,295.29 C PERALATAN
Peralatan 0.00
0.00 0.00
D (A + B + C) 403,632.15
E 15 % x D 60,544.82
F (D + E) 464,176.97
A.4.4.1.22. Pemasangan 1 m2 dinding terawang (rooster) 12 x 11 x 24 campuran 1SP : 3PP
Harga Satuan Jumlah Harga
Rp Rp
A TENAGA
Pekerja L.01 OH 0.300 135,500.00 40,650.00
Tukang batu L.06 OH 0.100 155,800.00 15,580.00
Kepala tukang L.07 OH 0.010 164,052.00 1,640.52
Mandor L.14 OH 0.015 183,200.00 2,748.00
60,618.52
B BAHAN
Bata rooster 1E1 Bh 30.000 18,900.00 567,000.00
Semen portland 1G1 Kg 11.000 1,360.00 14,960.00
Pasir pasang 1C1 m3 0.035 226,000.00 7,910.00
589,870.00 C PERALATAN
0.00 0.00 0.00
D (A + B + C) 650,488.52
E 15 % x D 97,573.28
F (D + E) 748,061.80
A.4.4.2.27. Pemasangan 1 m2 acian
Harga Satuan Jumlah Harga
Rp Rp
A TENAGA
Pekerja L.01 OH 0.200 135,500.00 27,100.00
Tukang batu L.06 OH 0.100 155,800.00 15,580.00
TOTAL UPAH TENAGA
TOTAL BIAYA BAHAN
TOTAL BIAYA PERALATAN Total upah tenaga, biaya material dan peralatan
Overhead + profit Harga satuan pekerjaan
No Uraian Kode Satuan Koef.
No Uraian Kode Satuan Koef.
TOTAL UPAH TENAGA
No Uraian Kode Satuan Koef.
TOTAL BIAYA BAHAN
TOTAL BIAYA PERALATAN Total upah tenaga, biaya material dan peralatan
Overhead + profit Harga satuan pekerjaan
Downloaded by Priangga Ma’ri ([email protected])
lOMoARcPSD|29692397
Kepala tukang L.07 OH 0.010 164,052.00 1,640.52
Mandor L.14 OH 0.010 183,200.00 1,832.00
46,152.52
B BAHAN
PC (Portland cemen) 1G1 Kg 3.250 1,360.00 4,420.00
4,420.00 C PERALATAN
0.00 0.00 0.00
D (A + B + C) 50,572.52
E 15 % x D 7,585.88
F (D + E) 58,158.40
A.4.4.2.4. Pemasangan 1 m2 plesteran 1SP : 4PP tebal 15 mm
Harga Satuan Jumlah Harga
Rp Rp
A TENAGA
Pekerja L.01 OH 0.300 135,500.00 40,650.00
Tukang batu L.06 OH 0.150 155,800.00 23,370.00
Kepala tukang L.07 OH 0.015 164,052.00 2,460.78
Mandor L.14 OH 0.015 183,200.00 2,748.00
69,228.78
B BAHAN
PC (Portland cemen) 1G1 Kg 6.240 1,360.00 8,486.40
PP (Pasir pasang) 1C1 m3 0.024 226,000.00 5,424.00
13,910.40 C PERALATAN
0.00 0.00 0.00
D (A + B + C) 83,139.18
E 15 % x D 12,470.88
F (D + E) 95,610.06
TOTAL BIAYA BAHAN
TOTAL BIAYA PERALATAN Total upah tenaga, biaya material dan peralatan
Overhead + profit Harga satuan pekerjaan
TOTAL UPAH TENAGA
No Uraian Kode Satuan Koef.
Harga satuan pekerjaan
TOTAL UPAH TENAGA
TOTAL BIAYA BAHAN
TOTAL BIAYA PERALATAN Total upah tenaga, biaya material dan peralatan
Overhead + profit
Downloaded by Priangga Ma’ri ([email protected])
lOMoARcPSD|29692397
