analisis

HARGA SATUAN HARGA BAHAN HARGA UPAH JUMLAH( Rp.) (Rp.) (Rp.) HARGA (Rp.)

1 4 5 6 7

1 1.000 M' Pengukuran & pemasangan bouwplank

0.012 M3

Kayu usuk 5/7 ( kruwing ) 3,500,000.00 42,000.00 42,000.000.020 Kg Paku reng 16,000.00 320.00 320.00

0.007 M3

Kayu papan 3/20 ( meranti ) 3,000,000.00 21,000.00 21,000.000.100 Oh Tukang kayu 85,000.00 8,500.00 8,500.000.100 Oh Pekerja 65,000.00 6,500.00 6,500.000.010 Oh Kepala tukang kayu 90,000.00 900.00 900.000.005 Oh Mandor 95,000.00 475.00 475.00

Total : 63,320.00 16,375.00 79,695.00II PEKERJAAN TANAH1 1.000 M

3Galian tanah biasa sedalam 1 meter

0.400 Oh Pekerja 65,000.00 26,000.00 26,000.000.040 Oh Mandor 95,000.00 3,800.00 3,800.00

Total : 29,800.00 29,800.00

2 1.000 M3

Urugan kembali0.192 Oh Pekerja 65,000.00 12,480.00 12,480.000.019 Oh Mandor 95,000.00 1,805.00 1,805.00

Total : 14,285.00 14,285.00

3 1.000 M3

Pemadatan tanah0.500 Oh Pekerja 65,000.00 32,500.00 32,500.000.050 Oh Mandor 95,000.00 4,750.00 4,750.00

Total : 37,250.00 37,250.00

4 1.000 M3

Urugan pasir

3

ANALISA HARGA SATUAN

NO URAIAN

4 1.000 M3

Urugan pasir

1.200 M3

Pasir urug 50,000.00 60,000.00 60,000.000.300 Oh Pekerja 65,000.00 19,500.00 19,500.000.010 Oh Mandor 95,000.00 950.00 950.00

Total : 60,000.00 20,450.00 80,450.005 1.000 M

3Urugan sirtu

1.200 M3

Sirtu di bawah lantai 70,728.00 84,873.60 84,873.600.250 Oh Pekerja 65,000.00 16,250.00 16,250.000.025 Oh Mandor 95,000.00 2,375.00 2,375.00

Total : 84,873.60 18,625.00 103,498.60

6 1.000 M3

Urugan tanah

1.200 M3

Tanah urug 40,000.00 48,000.00 48,000.000.300 Oh Pekerja 65,000.00 19,500.00 19,500.000.010 Oh Mandor 95,000.00 950.00 950.00

Total : 48,000.00 20,450.00 68,450.00


1 4 5 6 73

NO URAIAN

III PEKERJAAN PONDASI

1 1.000 M3

Pasang pondasi batu kali 1 Pc : 5 Ps

1.100 M3

Batu kali 110,000.00 121,000.00 121,000.00136.000 Kg Semen portland 1,020.00 138,720.00 138,720.00

0.544 M3

Pasir pasangan 135,000.00 73,440.00 73,440.001.500 Oh Pekerja 65,000.00 97,500.00 97,500.000.600 Oh Tukang batu 85,000.00 51,000.00 51,000.000.060 Oh Kepala Tukang 90,000.00 5,400.00 5,400.000.075 Oh Mandor 95,000.00 7,125.00 7,125.00

Total : 333,160.00 161,025.00 494,185.00

2 1.000 M3

Pasangan pondasi batu kosong

1.200 M3

Batu kali 110,000.00 132,000.00 132,000.00

0.300 M3

Pasir urug 50,000.00 15,000.00 15,000.000.780 Oh Pekerja 65,000.00 50,700.00 50,700.000.390 Oh Tukang batu 85,000.00 33,150.00 33,150.000.039 Oh Kepala Tukang 90,000.00 3,510.00 3,510.000.039 Oh Mandor 95,000.00 3,705.00 3,705.00

Total : 147,000.00 91,065.00 238,065.00

3 1.000 M2

Pasang bekisting untuk pondasi

0.040 M3

Kayu terentang (Albesia) 1,112,500.00 44,500.00 44,500.000.300 Kg Paku usuk 16,000.00 4,800.00 4,800.000.100 Ltr Minyak bekisting 23,287.50 2,328.75 2,328.750.300 Oh Pekerja 65,000.00 19,500.00 19,500.000.260 Oh Tukang kayu 85,000.00 22,100.00 22,100.000.026 Oh Kepala Tukang 90,000.00 2,340.00 2,340.000.005 Oh Mandor 95,000.00 475.00 475.00

Total : 51,628.75 44,415.00 96,043.750.005 Oh Mandor 95,000.00 475.00 475.00

Total : 51,628.75 44,415.00 96,043.75

Denpasar, 9 Maret 2015Dibuat oleh,

SETIAWAN ZEBUADONI


1 4 5 6 73

NO URAIAN


SETIAWAN ZEBUADONI


SETIAWAN ZEBUADONI


SETIAWAN ZEBUADONI


SETIAWAN ZEBUADONI


SETIAWAN ZEBUADONI


SETIAWAN ZEBUADONI


SETIAWAN ZEBUADONI


SETIAWAN ZEBUADONI


SETIAWAN ZEBUADONI


SETIAWAN ZEBUADONI

analisis

Documents