analisis

2
3 4 5 7 1.000 M' Pengukuran & pemasangan bouwplank 0.012 M3 Kayu usuk 5/7 ( kruwing ) 3,500,000.00 42,000.00 42,000.00 0.020 Kg Paku reng 16,000.00 320 320 0.007 M3 Kayu papan 3/20 ( meranti ) 3,000,000.00 21,000.00 21,000.00 0.100 Oh Tukang kayu 85,000.00 8,500.00 0.100 Oh Pekerja 65,000.00 6,500.00 0.010 Oh Kepala tukang kayu 90,000.00 900 0.005 Oh Mandor 95,000.00 475 0.005 Oh Mandor Total : 63,320.00 79,695.00 PEKERJAAN TANAH 1.000 M3 Galian tanah biasa sedalam 1 meter 0.400 Oh Pekerja 65,000.00 26,000.00 0.040 Oh Mandor 95,000.00 3,800.00 0.040 Oh Mandor Total : 29,800.00 1.000 M3 Urugan kembali 0.192 Oh Pekerja 65,000.00 12,480.00 0.019 Oh Mandor 95,000.00 1,805.00 0.019 Oh Mandor Total : 14,285.00 1.000 M3 Pemadatan tanah 0.500 Oh Pekerja 65,000.00 32,500.00 0.050 Oh Mandor 95,000.00 4,750.00 0.050 Oh Mandor Total : 37,250.00 1.000 M3 Urugan pasir 1.200 M3 Pasir urug 50,000.00 60,000.00 60,000.00 0.300 Oh Pekerja 65,000.00 19,500.00 0.010 Oh Mandor 95,000.00 950 0.010 Oh Mandor Total : 60,000.00 80,450.00 1.000 M3 Urugan sirtu 1.200 M3 Sirtu di bawah lantai 70,728.00 84,873.60 84,873.60 0.250 Oh Pekerja 65,000.00 16,250.00 0.025 Oh Mandor 95,000.00 2,375.00 0.025 Oh Mandor Total : 84,873.60 103,498.60 1.000 M3 Urugan tanah 1.200 M3 Tanah urug 40,000.00 48,000.00 48,000.00 0.300 Oh Pekerja 65,000.00 19,500.00 0.010 Oh Mandor 95,000.00 950 0.010 Oh Mandor Total : 48,000.00 68,450.00 ANALISA HARGA SATUAN 950 20,450.00 19,500.00 6 2,375.00 18,625.00 16,250.00 5 950 20,450.00 19,500.00 4 37,250.00 4,750.00 32,500.00 3 14,285.00 1,805.00 12,480.00 2 3,800.00 29,800.00 26,000.00 1 II 16,375.00 475 900 6,500.00 8,500.00 NO URAIAN HARGA SATUAN ( Rp.) HARGA UPAH (Rp.) HARGA BAHAN (Rp.) JUMLAH HARGA (Rp.) 1 1 6

Upload: igung-asta

Post on 06-Sep-2015

221 views

Category:

Documents


2 download

DESCRIPTION

tugas

TRANSCRIPT

  • 3 4 5 7

    1.000 M' Pengukuran & pemasangan bouwplank

    0.012 M3 Kayu usuk 5/7 ( kruwing ) 3,500,000.00 42,000.00 42,000.00

    0.020 Kg Paku reng 16,000.00 320 320

    0.007 M3 Kayu papan 3/20 ( meranti ) 3,000,000.00 21,000.00 21,000.00

    0.100 Oh Tukang kayu 85,000.00 8,500.00

    0.100 Oh Pekerja 65,000.00 6,500.00

    0.010 Oh Kepala tukang kayu 90,000.00 900

    0.005 Oh Mandor 95,000.00 475

    0.005 Oh Mandor Total : 63,320.00 79,695.00

    PEKERJAAN TANAH

    1.000 M3 Galian tanah biasa sedalam 1 meter

    0.400 Oh Pekerja 65,000.00 26,000.00

    0.040 Oh Mandor 95,000.00 3,800.00

    0.040 Oh Mandor Total : 29,800.00

    1.000 M3 Urugan kembali

    0.192 Oh Pekerja 65,000.00 12,480.00

    0.019 Oh Mandor 95,000.00 1,805.00

    0.019 Oh Mandor Total : 14,285.00

    1.000 M3 Pemadatan tanah

    0.500 Oh Pekerja 65,000.00 32,500.00

    0.050 Oh Mandor 95,000.00 4,750.00

    0.050 Oh Mandor Total : 37,250.00

    1.000 M3 Urugan pasir

    1.200 M3 Pasir urug 50,000.00 60,000.00 60,000.00

    0.300 Oh Pekerja 65,000.00 19,500.00

    0.010 Oh Mandor 95,000.00 950

    0.010 Oh Mandor Total : 60,000.00 80,450.00

    1.000 M3 Urugan sirtu

    1.200 M3 Sirtu di bawah lantai 70,728.00 84,873.60 84,873.60

    0.250 Oh Pekerja 65,000.00 16,250.00

    0.025 Oh Mandor 95,000.00 2,375.00

    0.025 Oh Mandor Total : 84,873.60 103,498.60

    1.000 M3 Urugan tanah

    1.200 M3 Tanah urug 40,000.00 48,000.00 48,000.00

    0.300 Oh Pekerja 65,000.00 19,500.00

    0.010 Oh Mandor 95,000.00 950

    0.010 Oh Mandor Total : 48,000.00 68,450.00

    ANALISA HARGA SATUAN

    950

    20,450.00

    19,500.00

    6

    2,375.00

    18,625.00

    16,250.00

    5

    950

    20,450.00

    19,500.00

    4

    37,250.00

    4,750.00

    32,500.00

    3

    14,285.00

    1,805.00

    12,480.00

    2

    3,800.00

    29,800.00

    26,000.00

    1

    II

    16,375.00

    475

    900

    6,500.00

    8,500.00

    NO URAIAN HARGA SATUAN (

    Rp.)

    HARGA UPAH

    (Rp.)

    HARGA BAHAN

    (Rp.)

    JUMLAH HARGA

    (Rp.)

    1

    1 6

  • URAIAN HARGA SATUAN

    ( Rp.)

    HARGA BAHAN

    (Rp.)

    JUMLAH

    HARGA (Rp.)3 4 5 7

    PEKERJAAN PONDASI

    1.000 M3 Pasang pondasi batu kali 1 Pc : 5 Ps

    1.100 M3 Batu kali 110,000.00 121,000.00 121,000.00

    136.000 Kg Semen portland 1,020.00 138,720.00 138,720.00

    0.544 M3 Pasir pasangan 135,000.00 73,440.00 73,440.00

    1.500 Oh Pekerja 65,000.00 97,500.00

    0.600 Oh Tukang batu 85,000.00 51,000.00

    0.060 Oh Kepala Tukang 90,000.00 5,400.00

    0.075 Oh Mandor 95,000.00 7,125.00

    0.075 Oh Mandor Total : 333,160.00 494,185.00

    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 15,000.00

    0.780 Oh Pekerja 65,000.00 50,700.00

    0.390 Oh Tukang batu 85,000.00 33,150.00

    0.039 Oh Kepala Tukang 90,000.00 3,510.00

    0.039 Oh Mandor 95,000.00 3,705.00

    0.039 Oh Mandor Total : 147,000.00 238,065.00

    1.000 M2 Pasang bekisting untuk pondasi

    0.040 M3 Kayu terentang (Albesia) 1,112,500.00 44,500.00 44,500.00

    0.300 Kg Paku usuk 16,000.00 4,800.00 4,800.00

    0.100 Ltr Minyak bekisting 23,287.50 2,328.75 2,328.75

    0.300 Oh Pekerja 65,000.00 19,500.00

    0.260 Oh Tukang kayu 85,000.00 22,100.00

    0.026 Oh Kepala Tukang 90,000.00 2,340.00

    0.005 Oh Mandor 95,000.00 475

    Total : 51,628.75 96,043.7544,415.00

    475

    2,340.00

    22,100.00

    19,500.00

    3

    91,065.00

    3,705.00

    3,510.00

    33,150.00

    50,700.00

    2

    161,025.00

    7,125.00

    5,400.00

    51,000.00

    97,500.00

    1

    III

    1 6

    NO HARGA UPAH