07 analisa

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PROGRAM : PENGEMBANGAN DESTINASI PARIWISATA KEGIATAN : PENGEMBANGAN SARANA DAN PRASARANA PARIWISATA PEKERJAAN : PEMBANGUNAN KONSTRUKSI KOLAM RENANG DAN TERAPI AIR PANAS LOKASI : KOMPL. HWB PINANG AWAN, KEC. PAUH DUO KAB. SOLOK SELATAN 1 1 M' Pengukuran dan pemasangan bowplank Bahan 0.0120 M3 Kayu 5 x 7 cm 1,300,000.00 Rp 15,600.00 Rp 0.0200 Kg Besi paku 13,955.00 Rp 279.10 Rp 0.0070 M3 Kayu papan Kls. III 1,300,000.00 Rp 9,100.00 Rp Upah 0.1000 Oh Tukang kayu 60,000.00 Rp 6,000.00 Rp 0.1000 Oh Pekerja 54,000.00 Rp 5,400.00 Rp 0.0100 Oh Kepala tukang 62,500.00 Rp 625.00 Rp 0.0050 Oh Mandor 62,500.00 Rp 312.50 Rp Jumlah Upah + Bahan 24,979.10 Rp 12,337.50 Rp 37,316.60 Rp Over Head 5% 1,865.83 Rp Jumlah 39,182.43 Rp 1 M2 Membersihkan lapangan dan perataan ( SNI 03-2835-2002) Upah 0.1000 Oh Pekerja 54,000.00 Rp 5,400.00 Rp 0.0500 Oh Mandor 62,500.00 Rp 3,125.00 Rp Jumlah Upah + Bahan - Rp 8,525.00 Rp 8,525.00 Rp Over Head 5% 426.25 Rp Jumlah 8,951.25 Rp 3 Mengali 1 m³ Tanah Biasa sedalam 2 meter ( SNI - DT - 91 - 006 - 2007 ) Upah 0.9000 Oh Pekerja 54,000.00 Rp 48,600.00 Rp 0.0450 Oh Mandor 62,500.00 Rp 2,812.50 Rp Jumlah Upah + Bahan - Rp 51,412.50 Rp 51,412.50 Rp Over Head 5% 2,570.63 Rp Jumlah 53,983.13 Rp 3 Mengali 1 m³ Tanah Keras sedalam 1 meter ( SNI - DT - 91 - 006 - 2007 ) Upah 1.0000 Oh Pekerja 54,000.00 Rp 54,000.00 Rp 0.0320 Oh Mandor 62,500.00 Rp 2,000.00 Rp Jumlah Upah + Bahan - Rp 56,000.00 Rp 56,000.00 Rp Over Head 5% 2,800.00 Rp Jumlah 58,800.00 Rp 4 Mengurug kembali 1 m³ galian ( SNI - DT - 91 - 0006 - 2007 ) Upah 0.2500 Oh Pekerja 54,000.00 Rp 13,500.00 Rp 0.0083 Oh Mandor 62,500.00 Rp 518.75 Rp Jumlah Upah + Bahan - Rp 14,018.75 Rp 14,018.75 Rp Over Head 5% 700.94 Rp Jumlah 14,719.69 Rp 5 Mengurug 1 m³ Pasir Urug ( SNI - DT - 91 - 0006 - 2007 ) Upah 0.3000 Oh Pekerja 54,000.00 Rp 16,200.00 Rp 0.0100 Oh Mandor 62,500.00 Rp 625.00 Rp Bahan 1.2000 M3 Pasir urug 25,000.00 Rp 30,000.00 Rp Jumlah Upah + Bahan 30,000.00 Rp 16,825.00 Rp 46,825.00 Rp Over Head 10% 2,341.25 Rp Jumlah 49,166.25 Rp 6 Mengurug 1 m³ Tanah Upah 0.3000 Oh Pekerja 54,000.00 Rp 16,200.00 Rp 0.0100 Oh Mandor 62,500.00 Rp 625.00 Rp Bahan 1.2000 M3 Tanah Gunung 25,000.00 Rp 30,000.00 Rp Jumlah Upah + Bahan 30,000.00 Rp 16,825.00 Rp 46,825.00 Rp Over Head 10% 2,341.25 Rp Jumlah 49,166.25 Rp ANALISA ANGGARAN BIAYA

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  • PROGRAM : PENGEMBANGAN DESTINASI PARIWISATA

    KEGIATAN : PENGEMBANGAN SARANA DAN PRASARANA PARIWISATA

    PEKERJAAN : PEMBANGUNAN KONSTRUKSI KOLAM RENANG DAN TERAPI AIR PANAS

    LOKASI : KOMPL. HWB PINANG AWAN, KEC. PAUH DUO KAB. SOLOK SELATAN

    1 1 M' Pengukuran dan pemasangan bowplank

    Bahan

    0.0120 M3 Kayu 5 x 7 cm 1,300,000.00Rp 15,600.00Rp

    0.0200 Kg Besi paku 13,955.00Rp 279.10Rp

    0.0070 M3 Kayu papan Kls. III 1,300,000.00Rp 9,100.00Rp

    Upah

    0.1000 Oh Tukang kayu 60,000.00Rp 6,000.00Rp

    0.1000 Oh Pekerja 54,000.00Rp 5,400.00Rp

    0.0100 Oh Kepala tukang 62,500.00Rp 625.00Rp

    0.0050 Oh Mandor 62,500.00Rp 312.50Rp

    Jumlah Upah + Bahan 24,979.10Rp 12,337.50Rp 37,316.60Rp

    Over Head 5% 1,865.83Rp

    Jumlah 39,182.43Rp

    1 M2 Membersihkan lapangan dan perataan ( SNI 03-2835-2002)

    Upah

    0.1000 Oh Pekerja 54,000.00Rp 5,400.00Rp

    0.0500 Oh Mandor 62,500.00Rp 3,125.00Rp

    Jumlah Upah + Bahan -Rp 8,525.00Rp 8,525.00Rp

    Over Head 5% 426.25Rp

    Jumlah 8,951.25Rp

    3 Mengali 1 m Tanah Biasa sedalam 2 meter ( SNI - DT - 91 - 006 - 2007 )

    Upah

    0.9000 Oh Pekerja 54,000.00Rp 48,600.00Rp

    0.0450 Oh Mandor 62,500.00Rp 2,812.50Rp

    Jumlah Upah + Bahan -Rp 51,412.50Rp 51,412.50Rp

    Over Head 5% 2,570.63Rp

    Jumlah 53,983.13Rp

    3 Mengali 1 m Tanah Keras sedalam 1 meter ( SNI - DT - 91 - 006 - 2007 )

    Upah

    1.0000 Oh Pekerja 54,000.00Rp 54,000.00Rp

    0.0320 Oh Mandor 62,500.00Rp 2,000.00Rp

    Jumlah Upah + Bahan -Rp 56,000.00Rp 56,000.00Rp

    Over Head 5% 2,800.00Rp

    Jumlah 58,800.00Rp

    4 Mengurug kembali 1 m galian ( SNI - DT - 91 - 0006 - 2007 )

    Upah

    0.2500 Oh Pekerja 54,000.00Rp 13,500.00Rp

    0.0083 Oh Mandor 62,500.00Rp 518.75Rp

    Jumlah Upah + Bahan -Rp 14,018.75Rp 14,018.75Rp

    Over Head 5% 700.94Rp

    Jumlah 14,719.69Rp

    5 Mengurug 1 m Pasir Urug ( SNI - DT - 91 - 0006 - 2007 )

    Upah

    0.3000 Oh Pekerja 54,000.00Rp 16,200.00Rp

    0.0100 Oh Mandor 62,500.00Rp 625.00Rp

    Bahan

    1.2000 M3 Pasir urug 25,000.00Rp 30,000.00Rp

    Jumlah Upah + Bahan 30,000.00Rp 16,825.00Rp 46,825.00Rp

    Over Head 10% 2,341.25Rp

    Jumlah 49,166.25Rp

    6 Mengurug 1 m Tanah

    Upah

    0.3000 Oh Pekerja 54,000.00Rp 16,200.00Rp

    0.0100 Oh Mandor 62,500.00Rp 625.00Rp

    Bahan

    1.2000 M3 Tanah Gunung 25,000.00Rp 30,000.00Rp

    Jumlah Upah + Bahan 30,000.00Rp 16,825.00Rp 46,825.00Rp

    Over Head 10% 2,341.25Rp

    Jumlah 49,166.25Rp

    ANALISA ANGGARAN BIAYA

  • 8 1 M3 Urugan Pasir

    Bahan

    1.2000 M3 Pasir Urug 25,000.00Rp 30,000.00Rp

    Upah

    0.3000 Oh Pekerja 54,000.00Rp 16,200.00Rp

    0.0100 Oh Tukang batu 60,000.00Rp 600.00Rp

    Jumlah Upah + Bahan 30,000.00Rp 16,800.00Rp 46,800.00Rp

    Over Head 10% 2,340.00Rp

    Jumlah 49,140.00Rp

    9 Memasang 1 M2 dinding bata merah tebal 1/2 bata, Camp. 1 Pc : 2 Ps ( SNI-DT-0009-2007

    Bahan

    70.0000 Bh Bata merah 5 x 11 x 22 cm 740.00Rp 51,800.00Rp

    18.9500 Kg Semen portland ( 50 Kg) 1,080.00Rp 20,466.00Rp

    0.0380 M3 Pasir pasangan 38,000.00Rp 1,444.00Rp

    Upah

    0.3000 Oh Pekerja 54,000.00Rp 16,200.00Rp

    0.1000 Oh Tukang batu 60,000.00Rp 6,000.00Rp

    0.0100 Oh Kepala tukang 62,500.00Rp 625.00Rp

    0.0150 Oh Mandor 62,500.00Rp 937.50Rp

    Jumlah Upah + Bahan 73,710.00Rp 23,762.50Rp 97,472.50Rp

    Over Head 10% 4,873.63Rp

    Jumlah 102,346.13Rp

    10 Memasang 1 M2 dinding bata merah tebal 1/2 bata, Camp. 1 Pc : 4 Ps ( SNI-DT-0009-2006

    Bahan

    70.0000 Bh Bata merah 5 x 11 x 22 cm 740.00Rp 51,800.00Rp

    11.5000 Kg Semen portland ( 50 Kg) 1,080.00Rp 12,420.00Rp

    0.0430 M3 Pasir pasangan 38,000.00Rp 1,634.00Rp

    Upah

    0.3000 Oh Pekerja 54,000.00Rp 16,200.00Rp

    0.1000 Oh Tukang batu 60,000.00Rp 6,000.00Rp

    0.0100 Oh Kepala tukang 62,500.00Rp 625.00Rp

    0.0150 Oh Mandor 62,500.00Rp 937.50Rp

    Jumlah Upah + Bahan 65,854.00Rp 23,762.50Rp 89,616.50Rp

    Over Head 10% 4,480.83Rp

    Jumlah 94,097.33Rp

    11 Memasang 1 M2 Plesteran 1 Pc : 2 Ps, tebal 15 mm ( SNI-DT-00010-2007)

    Bahan

    10.2240 Kg Semen portland ( 50 Kg) 1,080.00Rp 11,041.92Rp

    0.0200 M3 Pasir pasangan 38,000.00Rp 760.00Rp

    Upah

    0.3000 Oh Pekerja 54,000.00Rp 16,200.00Rp

    0.1500 Oh Tukang batu 60,000.00Rp 9,000.00Rp

    0.0150 Oh Kepala tukang 62,500.00Rp 937.50Rp

    0.0100 Oh Mandor 62,500.00Rp 625.00Rp

    Jumlah Upah + Bahan 11,801.92Rp 26,762.50Rp 38,564.42Rp

    Over Head 10% 1,928.22Rp

    Jumlah 40,492.64Rp

    12 Memasang 1 M2 Plesteran 1 Pc : 4 Ps, tebal 15 mm ( SNI-DT-00010-2007)

    Bahan

    6.2400 Kg Semen portland ( 50 Kg) 1,080.00Rp 6,739.20Rp

    0.0240 M3 Pasir pasangan 38,000.00Rp 912.00Rp

    Upah

    0.3000 Oh Pekerja 54,000.00Rp 16,200.00Rp

    0.1500 Oh Tukang batu 60,000.00Rp 9,000.00Rp

    0.0150 Oh Kepala tukang 62,500.00Rp 937.50Rp

    0.0100 Oh Mandor 62,500.00Rp 625.00Rp

    Jumlah Upah + Bahan 7,651.20Rp 26,762.50Rp 34,413.70Rp

    Over Head 10% 1,720.69Rp

    Jumlah 36,134.39Rp

    13 Memasang 1 M2 Acian ( SNI-DT-00010-2007)

    Bahan

    3.2500 Kg Semen portland ( 50 Kg) 1,080.00Rp 3,510.00Rp

    Upah

    0.2000 Oh Pekerja 54,000.00Rp 10,800.00Rp

    0.1000 Oh Tukang batu 60,000.00Rp 6,000.00Rp

    0.0100 Oh Kepala tukang 62,500.00Rp 625.00Rp

    0.0080 Oh Mandor 62,500.00Rp 500.00Rp

    Jumlah Upah + Bahan 3,510.00Rp 17,925.00Rp 21,435.00Rp

    Over Head 10% 1,071.75Rp

    Jumlah 22,506.75Rp

  • 15 Membuat 1 m lantai kerja beton mutu fc' = 7,4 Mpa ( K 100 ) Slump (12+2) cm, w/c=0,87

    Upah

    1.2000 Oh Pekerja 54,000.00Rp 64,800.00Rp

    0.2000 Oh Tukang Batu 60,000.00Rp 12,000.00Rp

    0.0200 Oh Kep. tukang batu 62,500.00Rp 1,250.00Rp

    0.0600 Oh Mandor 62,500.00Rp 3,750.00Rp

    Bahan

    230.0000 Kg S e m e n ( 50 Kg ) 1,080.00Rp 248,400.00Rp

    0.6300 M3 Pasir Beton 36,500.00Rp 22,995.00Rp

    0.7600 M3 Kerikil Saring 50,000.00Rp 38,000.00Rp

    Jumlah Upah + Bahan 309,395.00Rp 81,800.00Rp 391,195.00Rp

    Over Head 10% 19,559.75Rp

    Jumlah 410,754.75Rp

    16 Membuat 1 m beton mutu fc' = 9,8 Mpa ( K 125 ) Slump (12+2) cm, w/c=0,78

    Upah

    1.6500 Oh Pekerja 54,000.00Rp 89,100.00Rp

    0.2750 Oh Tukang Batu 60,000.00Rp 16,500.00Rp

    0.0280 Oh Kep. tukang batu 62,500.00Rp 1,750.00Rp

    0.0830 Oh Mandor 62,500.00Rp 5,187.50Rp

    Bahan

    276.0000 Kg S e m e n ( 50 Kg ) 1,080.00Rp 298,080.00Rp

    0.5900 M3 Pasir Beton 36,500.00Rp 21,535.00Rp

    0.7500 M3 Kerikil Saring 50,000.00Rp 37,500.00Rp

    Jumlah Upah + Bahan 357,115.00Rp 112,537.50Rp 469,652.50Rp

    Over Head 10% 23,482.63Rp

    Jumlah 493,135.13Rp

    16 Membuat 1 m beton mutu fc' = 14,5 Mpa ( K 175 ) Slump (12+2) cm, w/c=0,66

    Upah

    1.6500 Oh Pekerja 54,000.00Rp 89,100.00Rp

    0.2750 Oh Tukang Batu 60,000.00Rp 16,500.00Rp

    0.0280 Oh Kep. tukang batu 62,500.00Rp 1,750.00Rp

    0.0830 Oh Mandor 62,500.00Rp 5,187.50Rp

    Bahan

    326.0000 Kg S e m e n ( 50 Kg ) 1,080.00Rp 352,080.00Rp

    0.5400 M3 Pasir Beton 36,500.00Rp 19,710.00Rp

    0.7600 M3 Kerikil Saring 50,000.00Rp 38,000.00Rp

    Jumlah Upah + Bahan 409,790.00Rp 112,537.50Rp 522,327.50Rp

    Over Head 10% 26,116.38Rp

    Jumlah 548,443.88Rp

    17 Membuat 1 m beton mutu fc' = 21.73 Mpa /K 250 Slump (12+2) cm, w/c=0,56

    Upah

    1.6500 Oh Pekerja 54,000.00Rp 89,100.00Rp

    0.2750 Oh Tukang Batu 60,000.00Rp 16,500.00Rp

    0.0280 Oh Kep. tukang batu 62,500.00Rp 1,750.00Rp

    0.0830 Oh Mandor 62,500.00Rp 5,187.50Rp

    Bahan

    384.0000 Kg S e m e n ( 50 Kg ) 1,080.00Rp 414,720.00Rp

    0.4900 M3 Pasir Beton 36,500.00Rp 17,885.00Rp

    0.7600 M3 Split 190,000.00Rp 144,400.00Rp

    Jumlah Upah + Bahan 577,005.00Rp 112,537.50Rp 689,542.50Rp

    Over Head 10% 34,477.13Rp

    Jumlah 724,019.63Rp

    17 Membuat 1 m beton mutu fc' = 19,3 Mpa /K 225 Slump (12+2) cm, w/c=0,58

    Upah

    1.6500 Oh Pekerja 54,000.00Rp 89,100.00Rp

    0.2750 Oh Tukang Batu 60,000.00Rp 16,500.00Rp

    0.0280 Oh Kep. tukang batu 62,500.00Rp 1,750.00Rp

    0.0830 Oh Mandor 62,500.00Rp 5,187.50Rp

    Bahan

    371.0000 Kg S e m e n ( 50 Kg ) 1,080.00Rp 400,680.00Rp

    0.4900 M3 Pasir Beton 36,500.00Rp 17,885.00Rp

    0.7700 M3 Split 190,000.00Rp 146,300.00Rp

    Jumlah Upah + Bahan 564,865.00Rp 112,537.50Rp 677,402.50Rp

    Over Head 10% 33,870.13Rp

    Jumlah 711,272.63Rp

  • 18 Memasang 1 m Bekisting untuk Dinding

    Upah

    0.5200 Oh Pekerja 54,000.00Rp 28,080.00Rp

    0.0260 Oh Tukang Kayu 60,000.00Rp 1,560.00Rp

    0.0260 Oh Kepala Tukang 62,500.00Rp 1,625.00Rp

    0.0260 Oh Mandor 62,500.00Rp 1,625.00Rp

    Bahan

    0.0450 M3 Kayu Kelas III 1,300,000.00Rp 58,500.00Rp

    1.0000 Kg Paku 5 cm - 10 cm 13,955.00Rp 13,955.00Rp

    1.0000 M2 Multiplek 9 mm 96,000.00Rp 96,000.00Rp

    Jumlah Upah + Bahan 168,455.00Rp 32,890.00Rp 201,345.00Rp

    Untuk 2 x Pemakaian Bahan 100,672.50Rp

    Over Head 10% 5,033.63Rp

    Jumlah 105,706.13Rp

    18 Memasang 1 m Bekisting untuk Balok

    Upah

    0.5200 Oh Pekerja 54,000.00Rp 28,080.00Rp

    0.0260 Oh Tukang Kayu 60,000.00Rp 1,560.00Rp

    0.0260 Oh Kepala Tukang 62,500.00Rp 1,625.00Rp

    0.0260 Oh Mandor 62,500.00Rp 1,625.00Rp

    Bahan

    0.0400 M3 Kayu Kelas III 1,300,000.00Rp 52,000.00Rp

    0.4000 Kg Paku 5 cm - 10 cm 13,955.00Rp 5,582.00Rp

    0.0180 M3 Balok Kayu Kelas III 1,300,000.00Rp 23,400.00Rp

    Jumlah Upah + Bahan 80,982.00Rp 32,890.00Rp 113,872.00Rp

    Untuk 2 x Pemakaian Bahan 56,936.00Rp

    Over Head 10% 2,846.80Rp

    Jumlah 59,782.80Rp

    18 Memasang 1 m Bekisting untuk Pondasi

    Upah

    0.5200 Oh Pekerja 54,000.00Rp 28,080.00Rp

    0.0260 Oh Tukang Kayu 60,000.00Rp 1,560.00Rp

    0.0260 Oh Kepala Tukang 62,500.00Rp 1,625.00Rp

    0.0260 Oh Mandor 62,500.00Rp 1,625.00Rp

    Bahan

    0.0400 M3 Kayu Kelas III 1,300,000.00Rp 52,000.00Rp

    0.3000 Kg Paku 5 cm - 10 cm 13,955.00Rp 4,186.50Rp

    Jumlah Upah + Bahan 56,186.50Rp 32,890.00Rp 89,076.50Rp

    Untuk 2 x Pemakaian Bahan 44,538.25Rp

    Over Head 10% 2,226.91Rp

    Jumlah 46,765.16Rp

    18 Memasang 1 m Bekisting untuk Sloof

    Upah

    0.5200 Oh Pekerja 54,000.00Rp 28,080.00Rp

    0.0260 Oh Tukang Kayu 60,000.00Rp 1,560.00Rp

    0.0260 Oh Kepala Tukang 62,500.00Rp 1,625.00Rp

    0.0260 Oh Mandor 62,500.00Rp 1,625.00Rp

    Bahan

    0.0450 M3 Kayu Kelas III 1,300,000.00Rp 58,500.00Rp

    0.3000 Kg Paku 5 cm - 10 cm 13,955.00Rp 4,186.50Rp

    Jumlah Upah + Bahan 62,686.50Rp 32,890.00Rp 95,576.50Rp

    Untuk 2 x Pemakaian Bahan 47,788.25Rp

    Over Head 10% 2,389.41Rp

    Jumlah 50,177.66Rp

    18 Memasang 1 m Bekisting untuk Kolom

    Upah

    0.6600 Oh Pekerja 54,000.00Rp 35,640.00Rp

    0.3300 Oh Tukang Kayu 60,000.00Rp 19,800.00Rp

    0.0330 Oh Kepala Tukang 62,500.00Rp 2,062.50Rp

    0.0330 Oh Mandor 62,500.00Rp 2,062.50Rp

    Bahan

    0.0400 M3 Kayu Kelas III 1,300,000.00Rp 52,000.00Rp

    0.4000 Kg Paku 5 cm - 10 cm 13,955.00Rp 5,582.00Rp

    0.0150 M3 Balok Kayu Kelas III 1,300,000.00Rp 19,500.00Rp

    Jumlah Upah + Bahan 77,082.00Rp 59,565.00Rp 136,647.00Rp

    Untuk 2 x Pemakaian Bahan 68,323.50Rp

    Over Head 10% 3,416.18Rp

    Jumlah 71,739.68Rp

  • 18 Memasang 1 m Bekisting untuk Balok

    Upah

    0.6600 Oh Pekerja 54,000.00Rp 35,640.00Rp

    0.3300 Oh Tukang Kayu 60,000.00Rp 19,800.00Rp

    0.0330 Oh Kepala Tukang 62,500.00Rp 2,062.50Rp

    0.0330 Oh Mandor 62,500.00Rp 2,062.50Rp

    Bahan

    0.0400 M3 Kayu Kelas III 1,300,000.00Rp 52,000.00Rp

    0.4000 Kg Paku 5 cm - 10 cm 13,955.00Rp 5,582.00Rp

    0.0180 M3 Balok Kayu Kelas III 1,300,000.00Rp 23,400.00Rp

    Jumlah Upah + Bahan 80,982.00Rp 59,565.00Rp 140,547.00Rp

    Untuk 2 x Pemakaian Bahan 70,273.50Rp

    Over Head 10% 3,513.68Rp

    Jumlah 73,787.18Rp

    18 Memasang 1 m Bekisting untuk Lantai

    Upah

    0.6600 Oh Pekerja 54,000.00Rp 35,640.00Rp

    0.3300 Oh Tukang Kayu 60,000.00Rp 19,800.00Rp

    0.0330 Oh Kepala Tukang 62,500.00Rp 2,062.50Rp

    0.0330 Oh Mandor 62,500.00Rp 2,062.50Rp

    Bahan

    0.0400 M3 Kayu Kelas III 1,300,000.00Rp 52,000.00Rp

    0.4000 Kg Paku 5 cm - 10 cm 13,955.00Rp 5,582.00Rp

    0.0150 M3 Balok Kayu Kelas III 1,300,000.00Rp 19,500.00Rp

    6.0000 Bt Dolken Kayu Galam dia. 8-10 cm pjg 4m 10,000.00Rp 60,000.00Rp

    Jumlah Upah + Bahan 137,082.00Rp 59,565.00Rp 196,647.00Rp

    Untuk 2 x Pemakaian Bahan 98,323.50Rp

    Over Head 10% 4,916.18Rp

    Jumlah 103,239.68Rp

    23 Pembesian 1 Kg dengan besi ulir/polos

    Upah

    0.0070 Oh Tukang Besi 60,000.00Rp 420.00Rp

    0.0007 Oh Kep. Tukang Besi 62,500.00Rp 43.75Rp

    0.0004 Oh Mandor 62,500.00Rp 25.00Rp

    0.0070 Oh Pekerja 54,000.00Rp 378.00Rp

    Bahan

    1.0500 Kg Besi Beton 9,300.00Rp 9,765.00Rp

    0.0150 Kg Kawat Beton 15,000.00Rp 225.00Rp

    Jumlah Upah + Bahan 9,990.00Rp 866.75Rp 10,856.75Rp

    Over Head 10% 542.84Rp

    Jumlah 11,399.59Rp

    25 1 M3 Pondasi Plat Beton Bertulang (Tul. Pokok diz.12, Begol dia.8-15

    Beton Mutu fc'=14,5MPa (K 175), Slump (12+2) cm, w/c=0,66

    1.0000 M3Membuat 1 m beton mutu fc' = 14,5 Mpa ( K

    175 ) Slump (12+2) cm, w/c=0,66548,443.88Rp 548,443.88Rp

    6.2500 M2 Memasang 1 m Bekisting untuk Pondasi 46,765.16Rp 292,282.27Rp

    121.6500 Kg Pembesian Besi Polos/Ulir 11,399.59Rp 1,386,759.82Rp

    Jumlah 2,227,485.96Rp -Rp 2,227,485.96Rp

    25 1 M3 Sloof Beton Bertulang 15/20 (4 Tul. Pokok dia.12, Begol dia.8-15

    Beton Mutu fc'=14,5MPa (K 175), Slump (12+2) cm, w/c=0,66

    1.0000 M3Membuat 1 m beton mutu fc' = 14,5 Mpa ( K

    175 ) Slump (12+2) cm, w/c=0,66548,443.88Rp 548,443.88Rp

    13.3333 M2 Memasang 1 m Bekisting untuk Sloof 50,177.66Rp 669,033.83Rp

    144.4832 Kg Pembesian Besi Polos/Ulir 11,399.59Rp 1,647,048.88Rp

    Jumlah 2,864,526.58Rp -Rp 2,864,526.58Rp

    25 1 M3 Sloof Beton Bertulang 15/25 (4 Tul. Pokok dia.12, Begol dia.8-15

    Beton Mutu fc'=14,5MPa (K 175), Slump (12+2) cm, w/c=0,66

    1.0000 M3Membuat 1 m beton mutu fc' = 14,5 Mpa ( K

    175 ) Slump (12+2) cm, w/c=0,66548,443.88Rp 548,443.88Rp

    13.3333 M2 Memasang 1 m Bekisting untuk Sloof 50,177.66Rp 669,033.83Rp

    136.6010 Kg Pembesian Besi Polos/Ulir 11,399.59Rp 1,557,195.05Rp

    Jumlah 2,774,672.75Rp -Rp 2,774,672.75Rp

    25 1 M3 Kolom Praktis Beton Bertulang 15/20 (4 Tul. Pokok dia.12, Begol dia.8-15

    Beton Mutu fc'=14,5MPa (K 175), Slump (12+2) cm, w/c=0,66

    1.0000 M3Membuat 1 m beton mutu fc' = 14,5 Mpa ( K

    175 ) Slump (12+2) cm, w/c=0,66548,443.88Rp 548,443.88Rp

    13.3330 M2 Memasang 1 m Bekisting untuk Kolom 71,739.68Rp 956,505.09Rp

    147.6200 Kg Pembesian Besi Polos/Ulir 11,399.59Rp 1,682,807.11Rp

    Jumlah 3,187,756.07Rp -Rp 3,187,756.07Rp

  • 25 1 M3 Kolom Beton Bertulang 30/30 (8 Tul. Pokok dia.12, Begol dia.8-15

    Beton Mutu fc'=14,5MPa (K 175), Slump (12+2) cm, w/c=0,66

    1.0000 M3Membuat 1 m beton mutu fc' = 14,5 Mpa ( K

    175 ) Slump (12+2) cm, w/c=0,66548,443.88Rp 548,443.88Rp

    13.3330 M2 Memasang 1 m Bekisting untuk Kolom 71,739.68Rp 956,505.09Rp

    112.2304 Kg Pembesian Besi Polos/Ulir 11,399.59Rp 1,279,380.26Rp

    Jumlah 2,784,329.23Rp -Rp 2,784,329.23Rp

    25 1 M3 Kolom Praktis Beton Bertulang 15/15 (4 Tul. Pokok dia.12, Begol dia.8-15

    Beton Mutu fc'=14,5MPa (K 175), Slump (12+2) cm, w/c=0,66

    1.0000 M3Membuat 1 m beton mutu fc' = 14,5 Mpa ( K

    175 ) Slump (12+2) cm, w/c=0,66548,443.88Rp 548,443.88Rp

    13.3330 M2 Memasang 1 m Bekisting untuk Kolom 71,739.68Rp 956,505.09Rp

    149.9200 Kg Pembesian Besi Polos/Ulir 11,399.59Rp 1,709,026.16Rp

    Jumlah 3,213,975.12Rp -Rp 3,213,975.12Rp

    25 1 M3 Kolom Struktur Beton Bertulang 20/45 (6 Tul. Pokok dia.12, Begol dia.8-15

    Beton Mutu fc'=14,5MPa (K 175), Slump (12+2) cm, w/c=0,66

    1.0000 M3Membuat 1 m beton mutu fc' = 14,5 Mpa ( K

    175 ) Slump (12+2) cm, w/c=0,66548,443.88Rp 548,443.88Rp

    26.0000 M2 Memasang 1 m Bekisting untuk Kolom 71,739.68Rp 1,865,231.55Rp

    93.3800 Kg Pembesian Besi Polos/Ulir 11,399.59Rp 1,064,493.48Rp

    Jumlah 3,478,168.91Rp -Rp 3,478,168.91Rp

    25 1 M3 Balok Beton Bertulang 15/20 (4 Tul. Pokok dia.12, Begol dia.8-15

    Beton Mutu fc'=14,5MPa (K 175), Slump (12+2) cm, w/c=0,66

    1.0000 M3Membuat 1 m beton mutu fc' = 14,5 Mpa ( K

    175 ) Slump (12+2) cm, w/c=0,66548,443.88Rp 548,443.88Rp

    13.3333 M2 Memasang 1 m Bekisting untuk Balok 59,782.80Rp 797,102.01Rp

    124.4832 Kg Pembesian Besi Polos/Ulir 11,399.59Rp 1,419,057.13Rp

    Jumlah 2,764,603.01Rp -Rp 2,764,603.01Rp

    25 1 M3 Balok Praktis Beton Bertulang 13/13 (4 Tul. Pokok dia.10, Begol dia.8-15

    Beton Mutu fc'=14,5MPa (K 175), Slump (12+2) cm, w/c=0,66

    1.0000 M3Membuat 1 m beton mutu fc' = 14,5 Mpa ( K

    175 ) Slump (12+2) cm, w/c=0,66548,443.88Rp 548,443.88Rp

    15.3846 M2 Memasang 1 m Bekisting untuk Balok 59,782.80Rp 919,734.46Rp

    117.5138 Kg Pembesian Besi Polos/Ulir 11,399.59Rp 1,339,608.85Rp

    Jumlah 2,807,787.19Rp -Rp 2,807,787.19Rp

    25 1 M3 Plat Beton Bertulang teb 10cm Tul. Pokok dia.8-12

    Beton Mutu fc'=14,5MPa (K 175), Slump (12+2) cm, w/c=0,66

    1.0000 M3Membuat 1 m beton mutu fc' = 14,5 Mpa ( K

    175 ) Slump (12+2) cm, w/c=0,66548,443.88Rp 548,443.88Rp

    10.0000 M2 Memasang 1 m Bekisting untuk Lantai 103,239.68Rp 1,032,396.75Rp

    78.1200 Kg Pembesian Besi Polos/Ulir 11,399.59Rp 890,535.78Rp

    Jumlah 2,471,376.40Rp -Rp 2,471,376.40Rp

    25 1 M3 Plat Lantai beton Bertulang Tul. Pokok dia.12

    Beton mutu fc' = 19,3 Mpa /K 225, Slump (12+2) cm, w/c=0,58

    1.0000 M3Membuat 1 m beton mutu fc' = 19,3 Mpa /K

    225 Slump (12+2) cm, w/c=0,58711,272.63Rp 711,272.63Rp

    88.7800 Kg Pembesian Besi Ulir 11,399.59Rp 1,012,055.38Rp

    Jumlah 1,723,328.00Rp -Rp 1,723,328.00Rp

    25 1 M3 Dinding Beton Bertulang t 20cm Tul. Pokok dia.12 dan 10

    Beton mutu fc' = 19,3 Mpa /K 225, Slump (12+2) cm, w/c=0,58

    1.0000 M3Membuat 1 m beton mutu fc' = 19,3 Mpa /K

    225 Slump (12+2) cm, w/c=0,58711,272.63Rp 711,272.63Rp

    5.0000 M2 Memasang 1 m Bekisting untuk Dinding 105,706.13Rp 528,530.63Rp

    75.2100 Kg Pembesian Besi Polos/Ulir 11,399.59Rp 857,362.98Rp

    Jumlah 2,097,166.23Rp -Rp 2,097,166.23Rp

    25 1 M3 Balok Beton Bertulang uk 20/40, 6 Tul. Pokok dia.16 begol 10-15

    Beton mutu fc' = 19,3 Mpa /K 225, Slump (12+2) cm, w/c=0,58

    1.0000 M3Membuat 1 m beton mutu fc' = 19,3 Mpa /K

    225 Slump (12+2) cm, w/c=0,58711,272.63Rp 711,272.63Rp

    5.0000 M2 Memasang 1 m Bekisting untuk Balok 59,782.80Rp 298,914.00Rp

    110.0000 Kg Pembesian Besi Polos/Ulir 11,399.59Rp 1,253,954.63Rp

    Jumlah 2,264,141.25Rp -Rp 2,264,141.25Rp

  • 17 Memasang 1 M1 Pipa Galvanis dia. 2"

    Upah

    0.1080 Oh Pekerja 54,000.00Rp 5,832.00Rp

    0.1800 Oh Tukang Batu 60,000.00Rp 10,800.00Rp

    0.0180 Oh Kep. tukang batu 62,500.00Rp 1,125.00Rp

    0.0054 Oh Mandor 62,500.00Rp 337.50Rp

    Bahan

    1.2000 M1 Pipa Galvanis 75,000.00Rp 90,000.00Rp

    0.3500 Perlengkapan (35% harga pipa) 75,000.00Rp 26,250.00Rp

    Jumlah Upah + Bahan 116,250.00Rp 18,094.50Rp 134,344.50Rp

    Over Head 10% 6,717.23Rp

    Jumlah 141,061.73Rp

    17 Memasang 1 M1 Pipa Galvanis dia. 4"

    Upah

    0.1080 Oh Pekerja 54,000.00Rp 5,832.00Rp

    0.1800 Oh Tukang Batu 60,000.00Rp 10,800.00Rp

    0.0180 Oh Kep. tukang batu 62,500.00Rp 1,125.00Rp

    0.0054 Oh Mandor 62,500.00Rp 337.50Rp

    Bahan

    1.2000 M1 Pipa Galvanis 37,500.00Rp 45,000.00Rp

    0.3500 Perlengkapan (35% harga pipa) 37,500.00Rp 13,125.00Rp

    Jumlah Upah + Bahan 58,125.00Rp 18,094.50Rp 76,219.50Rp

    Over Head 10% 3,810.98Rp

    Jumlah 80,030.48Rp

    17 Memasang 1 M1 Pipa PVC Type AW dia. 2"

    Upah

    0.0360 Oh Pekerja 54,000.00Rp 1,944.00Rp

    0.0600 Oh Tukang Batu 60,000.00Rp 3,600.00Rp

    0.0060 Oh Kep. tukang batu 62,500.00Rp 375.00Rp

    0.0018 Oh Mandor 62,500.00Rp 112.50Rp

    Bahan

    1.2000 M1 Pipa PVC 8,333.33Rp 10,000.00Rp

    0.3500 Perlengkapan (35% harga pipa) 8,333.33Rp 2,916.67Rp

    Jumlah Upah + Bahan 12,916.67Rp 6,031.50Rp 18,948.17Rp

    Over Head 10% 947.41Rp

    Jumlah 19,895.58Rp

    17 Memasang 1 M1 Pipa PVC Type AW dia. 6"

    Upah

    0.0540 Oh Pekerja 54,000.00Rp 2,916.00Rp

    0.0900 Oh Tukang Batu 60,000.00Rp 5,400.00Rp

    0.0090 Oh Kep. tukang batu 62,500.00Rp 562.50Rp

    0.0027 Oh Mandor 62,500.00Rp 168.75Rp

    Bahan

    1.2000 M1 Pipa PVC 67,333.33Rp 80,800.00Rp

    0.3500 Perlengkapan (35% harga pipa) 67,333.33Rp 23,566.67Rp

    Jumlah Upah + Bahan 104,366.67Rp 9,047.25Rp 113,413.92Rp

    Over Head 10% 5,670.70Rp

    Jumlah 119,084.61Rp

    17 Memasang 1 M1 Pipa PVC Type AW dia. 3"

    Upah

    0.0810 Oh Pekerja 54,000.00Rp 4,374.00Rp

    0.1350 Oh Tukang Batu 60,000.00Rp 8,100.00Rp

    0.0135 Oh Kep. tukang batu 62,500.00Rp 843.75Rp

    0.0041 Oh Mandor 62,500.00Rp 256.25Rp

    Bahan

    1.2000 M1 Pipa PVC 21,744.00Rp 26,092.80Rp

    0.3500 Perlengkapan (35% harga pipa) 21,744.00Rp 7,610.40Rp

    Jumlah Upah + Bahan 33,703.20Rp 13,574.00Rp 47,277.20Rp

    Over Head 10% 2,363.86Rp

    Jumlah 49,641.06Rp

    17 1 M3 Pasang Kuzen Pintu dan Jendela, Kayu Klas II

    Upah

    6.0000 Oh Pekerja 54,000.00Rp 324,000.00Rp

    18.0000 Oh Tukang Kayu 60,000.00Rp 1,080,000.00Rp

    1.8000 Oh Kep. tukang 62,500.00Rp 112,500.00Rp

    0.3000 Oh Mandor 62,500.00Rp 18,750.00Rp

    Bahan

    1.1000 M3 Balok Kayu Klas II 1,800,000.00Rp 1,980,000.00Rp

    1.2500 Kg Paku 10 cm 13,955.00Rp 17,443.75Rp

    1.0000 Kg Lem Kayu 8,500.00Rp 8,500.00Rp

    Jumlah Upah + Bahan 2,005,943.75Rp 1,535,250.00Rp 3,541,193.75Rp

    Over Head 10% 177,059.69Rp

    Jumlah 3,718,253.44Rp

  • 17 1 M1 Pasang Kuzen Pintu dan Jendela allumunium

    Upah

    0.0430 Oh Pekerja 54,000.00Rp 2,322.00Rp

    0.0430 Oh Tukang Allumunium 60,000.00Rp 2,580.00Rp

    0.0043 Oh Kep. tukang 62,500.00Rp 268.75Rp

    0.0021 Oh Mandor 62,500.00Rp 131.25Rp

    Bahan

    1.1000 M1 Profil Allumunium 45,000.00Rp 49,500.00Rp

    2.0000 Bh Skrup Fixer 2,500.00Rp 5,000.00Rp

    0.0600 Tbe Sealant 20,000.00Rp 1,200.00Rp

    Jumlah Upah + Bahan 55,700.00Rp 5,302.00Rp 61,002.00Rp

    Over Head 10% 3,050.10Rp

    Jumlah 64,052.10Rp

    17 1 M2 Pasang Daun Pintu Panel Kayu Klas II

    Upah

    1.0000 Oh Pekerja 54,000.00Rp 54,000.00Rp

    3.0000 Oh Tukang Kayu 60,000.00Rp 180,000.00Rp

    0.3000 Oh Kep. tukang 62,500.00Rp 18,750.00Rp

    0.0500 Oh Mandor 62,500.00Rp 3,125.00Rp

    Bahan

    0.0400 M3 Balok Kayu Klas II 1,800,000.00Rp 72,000.00Rp

    0.5000 Kg Lem Kayu 8,500.00Rp 4,250.00Rp

    Jumlah Upah + Bahan 76,250.00Rp 255,875.00Rp 332,125.00Rp

    Over Head 10% 16,606.25Rp

    Jumlah 348,731.25Rp

    17 1 M2 Pasang Daun Pintu Panel Kayu Klas II Lapis Seng

    Upah

    1.0000 Oh Pekerja 54,000.00Rp 54,000.00Rp

    3.0000 Oh Tukang Kayu 60,000.00Rp 180,000.00Rp

    0.3000 Oh Kep. tukang 62,500.00Rp 18,750.00Rp

    0.0500 Oh Mandor 62,500.00Rp 3,125.00Rp

    Bahan

    0.0400 M3 Balok Kayu Klas II 1,800,000.00Rp 72,000.00Rp

    0.3086 Hl Seng Plat 40,000.00Rp 12,344.00Rp

    0.0500 Kg paku 13,955.00Rp 697.75Rp

    0.5000 Kg Lem Kayu 8,500.00Rp 4,250.00Rp

    Jumlah Upah + Bahan 89,291.75Rp 255,875.00Rp 345,166.75Rp

    Over Head 10% 17,258.34Rp

    Jumlah 362,425.09Rp

    17 1 M2 Pasang Pintu Alumunium

    Upah

    0.0850 Oh Pekerja 54,000.00Rp 4,590.00Rp

    0.0850 Oh Tukang Allumunium 60,000.00Rp 5,100.00Rp

    0.0085 Oh Kep. tukang 62,500.00Rp 531.25Rp

    0.0042 Oh Mandor 62,500.00Rp 262.50Rp

    Bahan

    1.9400 M1 Profil Allumunium 45,000.00Rp 87,300.00Rp

    12.6000 M1 Allumunium Strip 25,000.00Rp 315,000.00Rp

    Jumlah Upah + Bahan 402,300.00Rp 10,483.75Rp 412,783.75Rp

    Over Head 10% 20,639.19Rp

    Jumlah 433,422.94Rp

    17 1 M2 Pasang Pintu Rangka Kaca Alumunium

    Upah

    0.0850 Oh Pekerja 54,000.00Rp 4,590.00Rp

    0.0850 Oh Tukang Allumunium 60,000.00Rp 5,100.00Rp

    0.0090 Oh Kep. tukang 62,500.00Rp 562.50Rp

    0.0050 Oh Mandor 62,500.00Rp 312.50Rp

    Bahan

    2.4000 M1 Profil Allumunium 45,000.00Rp 108,000.00Rp

    1.1000 M2 Kaca 5mm 70,000.00Rp 77,000.00Rp

    0.2700 Tbe Sealant 20,000.00Rp 5,400.00Rp

    Jumlah Upah + Bahan 190,400.00Rp 10,565.00Rp 200,965.00Rp

    Over Head 10% 10,048.25Rp

    Jumlah 211,013.25Rp

    17 1 M2 Pasang Pintu dan Jendela Kaca Kayu Klas II

    Upah

    0.8000 Oh Pekerja 54,000.00Rp 43,200.00Rp

    2.4000 Oh Tukang Kayu 60,000.00Rp 144,000.00Rp

    0.2400 Oh Kep. tukang 62,500.00Rp 15,000.00Rp

    0.0400 Oh Mandor 62,500.00Rp 2,500.00Rp

    Bahan

    0.0240 M3 Papan Kayu Klas II 1,800,000.00Rp 43,200.00Rp

    0.3000 Kg Lem Kayu 8,500.00Rp 2,550.00Rp

    Jumlah Upah + Bahan 45,750.00Rp 204,700.00Rp 250,450.00Rp

    Over Head 10% 12,522.50Rp

    Jumlah 262,972.50Rp

  • 17 1 M2 Pasang Jalusi Kuzen Kayu Klas II

    Upah

    0.6700 Oh Pekerja 54,000.00Rp 36,180.00Rp

    2.0000 Oh Tukang Kayu 60,000.00Rp 120,000.00Rp

    0.2000 Oh Kep. tukang 62,500.00Rp 12,500.00Rp

    0.3350 Oh Mandor 62,500.00Rp 20,937.50Rp

    Bahan

    0.0600 M3 Papan Kayu Klas II 1,800,000.00Rp 108,000.00Rp

    0.1500 Kg Paku 13,955.00Rp 2,093.25Rp

    Jumlah Upah + Bahan 110,093.25Rp 189,617.50Rp 299,710.75Rp

    Over Head 10% 14,985.54Rp

    Jumlah 314,696.29Rp

    17 1 M3 Pasang Konstruksi Kuda-kuda Konvensional

    Upah

    4.0000 Oh Pekerja 54,000.00Rp 216,000.00Rp

    12.0000 Oh Tukang Kayu 60,000.00Rp 720,000.00Rp

    1.2000 Oh Kep. tukang 62,500.00Rp 75,000.00Rp

    0.2000 Oh Mandor 62,500.00Rp 12,500.00Rp

    Bahan

    1.1000 M3 Balok Kayu Klas II 1,800,000.00Rp 1,980,000.00Rp

    15.0000 Kg Besi Strip Teb. 5mm 9,300.00Rp

    5.6000 Kg Paku 13,955.00Rp 78,148.00Rp

    Jumlah Upah + Bahan 2,058,148.00Rp 1,023,500.00Rp 3,081,648.00Rp

    Over Head 10% 154,082.40Rp

    Jumlah 3,235,730.40Rp

    17 1 M3 Pasang Konstruksi Kuda-kuda Expose Kayu Klas II

    Upah

    6.7000 Oh Pekerja 54,000.00Rp 361,800.00Rp

    20.1000 Oh Tukang Kayu 60,000.00Rp 1,206,000.00Rp

    2.0100 Oh Kep. tukang 62,500.00Rp 125,625.00Rp

    0.3350 Oh Mandor 62,500.00Rp 20,937.50Rp

    Bahan

    1.2000 M3 Balok Kayu Klas II 1,800,000.00Rp 2,160,000.00Rp

    15.0000 Kg Besi Strip Teb. 5mm 9,300.00Rp 139,500.00Rp

    5.6000 Kg Paku 13,955.00Rp 78,148.00Rp

    Jumlah Upah + Bahan 2,377,648.00Rp 1,714,362.50Rp 4,092,010.50Rp

    Over Head 10% 204,600.53Rp

    Jumlah 4,296,611.03Rp

    17 1 M3 Pasang Konstruksi Gordeng Kayu Klas II

    Upah

    2.4000 Oh Pekerja 54,000.00Rp 129,600.00Rp

    7.2000 Oh Tukang Kayu 60,000.00Rp 432,000.00Rp

    0.7200 Oh Kep. tukang 62,500.00Rp 45,000.00Rp

    0.1200 Oh Mandor 62,500.00Rp 7,500.00Rp

    Bahan

    1.1000 M3 Balok Kayu Klas II 1,800,000.00Rp 1,980,000.00Rp

    15.0000 Kg Besi Strip Teb. 5mm 9,300.00Rp 139,500.00Rp

    3.0000 Kg Paku 13,955.00Rp 41,865.00Rp

    Jumlah Upah + Bahan 2,161,365.00Rp 614,100.00Rp 2,775,465.00Rp

    Over Head 10% 138,773.25Rp

    Jumlah 2,914,238.25Rp

    17 1 M2 Pasang Rangka Langit-langit 60x120 Kayu Klas II

    Upah

    0.1500 Oh Pekerja 54,000.00Rp 8,100.00Rp

    0.3000 Oh Tukang Kayu 60,000.00Rp 18,000.00Rp

    0.0300 Oh Kep. tukang 62,500.00Rp 1,875.00Rp

    0.0750 Oh Mandor 62,500.00Rp 4,687.50Rp

    Bahan

    0.0131 M3 Balok Kayu Klas II 1,800,000.00Rp 23,580.00Rp

    0.1750 Kg Paku 13,955.00Rp 2,442.13Rp

    Jumlah Upah + Bahan 26,022.13Rp 32,662.50Rp 58,684.63Rp

    Over Head 10% 2,934.23Rp

    Jumlah 61,618.86Rp

    17 1 M1 Pasang Listplank Kayu Klas II

    Upah

    0.1000 Oh Pekerja 54,000.00Rp 5,400.00Rp

    0.2000 Oh Tukang Kayu 60,000.00Rp 12,000.00Rp

    0.0200 Oh Kep. tukang 62,500.00Rp 1,250.00Rp

    0.0050 Oh Mandor 62,500.00Rp 312.50Rp

    Bahan

    0.0108 M3 Papan Kayu Klas II 1,800,000.00Rp 19,440.00Rp

    0.1000 Kg Paku 13,955.00Rp 1,395.50Rp

    Jumlah Upah + Bahan 20,835.50Rp 18,962.50Rp 39,798.00Rp

    Over Head 10% 1,989.90Rp

    Jumlah 41,787.90Rp

  • 17 1 M2 Pasang Partisi Kayu Klas II

    Upah

    0.1500 Oh Pekerja 54,000.00Rp 8,100.00Rp

    0.4500 Oh Tukang Kayu 60,000.00Rp 27,000.00Rp

    0.0450 Oh Kep. tukang 62,500.00Rp 2,812.50Rp

    0.0080 Oh Mandor 62,500.00Rp 500.00Rp

    Bahan

    0.0280 M3 Balok Kayu Klas II 1,800,000.00Rp 50,400.00Rp

    0.1500 Kg Paku 13,955.00Rp 2,093.25Rp

    Jumlah Upah + Bahan 52,493.25Rp 38,412.50Rp 90,905.75Rp

    Over Head 10% 4,545.29Rp

    Jumlah 95,451.04Rp

    17 1 Kg Pasang Besi Pipa

    Upah

    0.1500 Oh Pekerja 54,000.00Rp 8,100.00Rp

    0.4500 Oh Tukang Las 60,000.00Rp 27,000.00Rp

    0.0450 Oh Kep. tukang 62,500.00Rp 2,812.50Rp

    0.0080 Oh Mandor 62,500.00Rp 500.00Rp

    Bahan

    1.1500 M1 Besi Pipa Baja Hitam 24,800.00Rp 28,520.00Rp

    Jumlah Upah + Bahan 28,520.00Rp 38,412.50Rp 66,932.50Rp

    Over Head 10% 3,346.63Rp

    Jumlah 70,279.13Rp

    17 1 M2 Pasang Atap Seng Warna Gelombang

    Upah

    0.1200 Oh Pekerja 54,000.00Rp 6,480.00Rp

    0.0600 Oh Tukang Kayu 60,000.00Rp 3,600.00Rp

    0.0060 Oh Kep. tukang 62,500.00Rp 375.00Rp

    0.0060 Oh Mandor 62,500.00Rp 375.00Rp

    Bahan

    0.7000 Lbr Seng Gelombang BJLS 20 Bdr 11 36,000.00Rp 25,200.00Rp

    0.0200 Kg Paku Atap 13,955.00Rp 279.10Rp

    Jumlah Upah + Bahan 25,479.10Rp 10,830.00Rp 36,309.10Rp

    Over Head 10% 1,815.46Rp

    Jumlah 38,124.56Rp

    17 1 M1 Pasang Nok Seng Warna

    Upah

    0.1500 Oh Pekerja 54,000.00Rp 8,100.00Rp

    0.0700 Oh Tukang Kayu 60,000.00Rp 4,200.00Rp

    0.0080 Oh Kep. tukang 62,500.00Rp 500.00Rp

    0.0060 Oh Mandor 62,500.00Rp 375.00Rp

    Bahan

    0.3000 Lbr Seng Plat 40,000.00Rp 12,000.00Rp

    0.0400 Kg Paku Atap 13,955.00Rp 558.20Rp

    Jumlah Upah + Bahan 12,558.20Rp 13,175.00Rp 25,733.20Rp

    Over Head 10% 1,286.66Rp

    Jumlah 27,019.86Rp

    17 1 M2 Pasang Keil Got

    Upah

    0.2000 Oh Pekerja 54,000.00Rp 10,800.00Rp

    0.4000 Oh Tukang Kayu 60,000.00Rp 24,000.00Rp

    0.0250 Oh Kep. tukang 62,500.00Rp 1,562.50Rp

    0.0100 Oh Mandor 62,500.00Rp 625.00Rp

    Bahan

    1.0500 Lbr Seng Plat 40,000.00Rp 42,000.00Rp

    0.0150 Kg Paku Atap 13,955.00Rp 209.33Rp

    Jumlah Upah + Bahan 42,209.33Rp 36,987.50Rp 79,196.83Rp

    Over Head 10% 3,959.84Rp

    Jumlah 83,156.67Rp

    17 1 M1 Pasang Bola-bola Atap

    Upah

    0.1500 Oh Pekerja 54,000.00Rp 8,100.00Rp

    0.0700 Oh Tukang Kayu 60,000.00Rp 4,200.00Rp

    0.0080 Oh Kep. tukang 62,500.00Rp 500.00Rp

    0.0060 Oh Mandor 62,500.00Rp 375.00Rp

    Bahan

    0.1852 Lbr Seng Plat 40,000.00Rp 7,408.00Rp

    0.0400 Kg Paku Atap 13,955.00Rp 558.20Rp

    Jumlah Upah + Bahan 7,966.20Rp 13,175.00Rp 21,141.20Rp

    Over Head 10% 1,057.06Rp

    Jumlah 22,198.26Rp

  • 17 1 M2 Pasang Plafond Triplek tebal 4mm

    Upah

    0.1000 Oh Pekerja 54,000.00Rp 5,400.00Rp

    0.1000 Oh Tukang Kayu 60,000.00Rp 6,000.00Rp

    0.0100 Oh Kep. tukang 62,500.00Rp 625.00Rp

    0.0050 Oh Mandor 62,500.00Rp 312.50Rp

    Bahan

    0.3750 Lbr Triplek teb 4mm 51,000.00Rp 19,125.00Rp

    0.0300 Kg Paku Triplek 13,955.00Rp 418.65Rp

    Jumlah Upah + Bahan 19,543.65Rp 12,337.50Rp 31,881.15Rp

    Over Head 10% 1,594.06Rp

    Jumlah 33,475.21Rp

    17 1 M2 Pasang Plafond Lumber sharing

    Upah

    0.8000 Oh Pekerja 54,000.00Rp 43,200.00Rp

    0.8000 Oh Tukang Kayu 60,000.00Rp 48,000.00Rp

    0.0800 Oh Kep. tukang 62,500.00Rp 5,000.00Rp

    0.0400 Oh Mandor 62,500.00Rp 2,500.00Rp

    Bahan

    3.1250 Btg Kayu Papan Lumber sharing 14,000.00Rp 43,750.00Rp

    0.0100 Kg Paku Triplek 13,955.00Rp 139.55Rp

    Jumlah Upah + Bahan 43,889.55Rp 98,700.00Rp 142,589.55Rp

    Over Head 10% 7,129.48Rp

    Jumlah 149,719.03Rp

    17 1 M1 Pasang Plafond Kayu Profil

    Upah

    0.0500 Oh Pekerja 54,000.00Rp 2,700.00Rp

    0.0500 Oh Tukang Kayu 60,000.00Rp 3,000.00Rp

    0.0050 Oh Kep. tukang 62,500.00Rp 312.50Rp

    0.0030 Oh Mandor 62,500.00Rp 187.50Rp

    Bahan

    0.3000 Btg List Kayu Profil 4x4 21,000.00Rp 6,300.00Rp

    0.0100 Kg Paku 13,955.00Rp 139.55Rp

    Jumlah Upah + Bahan 6,439.55Rp 6,200.00Rp 12,639.55Rp

    Over Head 10% 631.98Rp

    Jumlah 13,271.53Rp

    17 1 M2 Pasang Plafond Gypsum

    Upah

    0.1000 Oh Pekerja 54,000.00Rp 5,400.00Rp

    0.0500 Oh Tukang Kayu 60,000.00Rp 3,000.00Rp

    0.0050 Oh Kep. tukang 62,500.00Rp 312.50Rp

    0.0050 Oh Mandor 62,500.00Rp 312.50Rp

    Bahan

    0.3641 Lbr Gypsum Board 58,000.00Rp 21,117.80Rp

    0.1100 Kg Sekrup 24,000.00Rp 2,640.00Rp

    Jumlah Upah + Bahan 23,757.80Rp 9,025.00Rp 32,782.80Rp

    Over Head 10% 1,639.14Rp

    Jumlah 34,421.94Rp

    17 1 M1 Pasang List Gypsum 10x10 cm

    Upah

    0.1000 Oh Pekerja 54,000.00Rp 5,400.00Rp

    0.0500 Oh Tukang Kayu 60,000.00Rp 3,000.00Rp

    0.0050 Oh Kep. tukang 62,500.00Rp 312.50Rp

    0.0050 Oh Mandor 62,500.00Rp 312.50Rp

    Bahan

    1.2000 M1 List Gypsum board 12,000.00Rp 14,400.00Rp

    0.8000 Kg Semen Compound 6,500.00Rp 5,200.00Rp

    Jumlah Upah + Bahan 19,600.00Rp 9,025.00Rp 28,625.00Rp

    Over Head 10% 1,431.25Rp

    Jumlah 30,056.25Rp

    17 1 M2 Pasang Plafond Calsiboard / GRC 4mm

    Upah

    0.1000 Oh Pekerja 54,000.00Rp 5,400.00Rp

    0.1000 Oh Tukang Kayu 60,000.00Rp 6,000.00Rp

    0.0100 Oh Kep. tukang 62,500.00Rp 625.00Rp

    0.0050 Oh Mandor 62,500.00Rp 312.50Rp

    Bahan

    0.3750 Lbr GRC 4mm 165,000.00Rp 61,875.00Rp

    0.0300 Kg Sekrup 24,000.00Rp 720.00Rp

    Jumlah Upah + Bahan 62,595.00Rp 12,337.50Rp 74,932.50Rp

    Over Head 10% 3,746.63Rp

    Jumlah 78,679.13Rp

  • 17 Memasang 1 buah Kloset Jongkok Porselen

    Upah

    1.0000 Oh Pekerja 54,000.00Rp 54,000.00Rp

    1.5000 Oh Tukang Batu 60,000.00Rp 90,000.00Rp

    1.5000 Oh Kep. tukang 62,500.00Rp 93,750.00Rp

    0.1600 Oh Mandor 62,500.00Rp 10,000.00Rp

    Bahan

    1.0000 Bh Kloset Jongkok KIA Standart 180,000.00Rp 180,000.00Rp

    6.0000 Kg Semen Portland 1,080.00Rp 6,480.00Rp

    0.1000 M3 Pasir Pasang 38,000.00Rp 3,800.00Rp

    Jumlah Upah + Bahan 190,280.00Rp 247,750.00Rp 438,030.00Rp

    Over Head 10% 21,901.50Rp

    Jumlah 459,931.50Rp

    17 Memasang 1 buah Kloset Duduk

    Upah

    3.3000 Oh Pekerja 54,000.00Rp 178,200.00Rp

    1.1000 Oh Tukang Batu 60,000.00Rp 66,000.00Rp

    0.0010 Oh Kep. tukang 62,500.00Rp 62.50Rp

    0.1600 Oh Mandor 62,500.00Rp 10,000.00Rp

    Bahan

    1.0000 Bh Kloset Duduk Monoblok 400,000.00Rp 400,000.00Rp

    0.0600 Perlengkapan (6% harga closet) 400,000.00Rp 24,000.00Rp

    Jumlah Upah + Bahan 424,000.00Rp 254,262.50Rp 678,262.50Rp

    Over Head 10% 33,913.13Rp

    Jumlah 712,175.63Rp

    17 1 Bh Pasang Kunci Silinder

    Upah

    0.0600 Oh Pekerja 54,000.00Rp 3,240.00Rp

    0.6000 Oh Tukang Kayu 60,000.00Rp 36,000.00Rp

    0.0600 Oh Kep. tukang 62,500.00Rp 3,750.00Rp

    0.0030 Oh Mandor 62,500.00Rp 187.50Rp

    Bahan

    1.0000 Bh Kunci Silinder 75,000.00Rp 75,000.00Rp

    Jumlah Upah + Bahan 75,000.00Rp 43,177.50Rp 118,177.50Rp

    Over Head 10% 5,908.88Rp

    Jumlah 124,086.38Rp

    17 1 Bh Pasang Kunci Tanam Antik

    Upah

    0.0600 Oh Pekerja 54,000.00Rp 3,240.00Rp

    0.6000 Oh Tukang Kayu 60,000.00Rp 36,000.00Rp

    0.0600 Oh Kep. tukang 62,500.00Rp 3,750.00Rp

    0.0030 Oh Mandor 62,500.00Rp 187.50Rp

    Bahan

    1.0000 Bh Kunci Tanam Antik 100,000.00Rp 100,000.00Rp

    Jumlah Upah + Bahan 100,000.00Rp 43,177.50Rp 143,177.50Rp

    Over Head 10% 7,158.88Rp

    Jumlah 150,336.38Rp

    17 1 Bh Pasang Kunci Tanam SES

    Upah

    0.0100 Oh Pekerja 54,000.00Rp 540.00Rp

    0.5000 Oh Tukang Kayu 60,000.00Rp 30,000.00Rp

    0.0100 Oh Kep. tukang 62,500.00Rp 625.00Rp

    0.0050 Oh Mandor 62,500.00Rp 312.50Rp

    Bahan

    1.0000 Bh Kunci Tanam SES 95,000.00Rp 95,000.00Rp

    Jumlah Upah + Bahan 95,000.00Rp 31,477.50Rp 126,477.50Rp

    Over Head 10% 6,323.88Rp

    Jumlah 132,801.38Rp

    17 1 Bh Pasang Engsel Pintu

    Upah

    0.0075 Oh Pekerja 54,000.00Rp 405.00Rp

    0.0750 Oh Tukang Kayu 60,000.00Rp 4,500.00Rp

    0.0075 Oh Kep. tukang 62,500.00Rp 468.75Rp

    0.0004 Oh Mandor 62,500.00Rp 23.75Rp

    Bahan

    1.0000 Bh Engsel Pintu 11,500.00Rp 11,500.00Rp

    Jumlah Upah + Bahan 11,500.00Rp 5,397.50Rp 16,897.50Rp

    Over Head 10% 844.88Rp

    Jumlah 17,742.38Rp

  • 17 1 Bh Pasang Engsel Jendela

    Upah

    0.0050 Oh Pekerja 54,000.00Rp 270.00Rp

    0.0500 Oh Tukang Kayu 60,000.00Rp 3,000.00Rp

    0.0050 Oh Kep. tukang 62,500.00Rp 312.50Rp

    0.0003 Oh Mandor 62,500.00Rp 15.63Rp

    Bahan

    1.0000 Bh Engsel Jendela 10,000.00Rp 10,000.00Rp

    Jumlah Upah + Bahan 10,000.00Rp 3,598.13Rp 13,598.13Rp

    Over Head 10% 679.91Rp

    Jumlah 14,278.03Rp

    17 1 M2 Pasang kaca tebal 5mm

    Upah

    0.0075 Oh Pekerja 54,000.00Rp 405.00Rp

    0.0750 Oh Tukang Kayu 60,000.00Rp 4,500.00Rp

    0.0075 Oh Kep. tukang 62,500.00Rp 468.75Rp

    0.0004 Oh Mandor 62,500.00Rp 23.75Rp

    Bahan

    1.1000 M2 kaca tebal 5mm 70,000.00Rp 77,000.00Rp

    Jumlah Upah + Bahan 77,000.00Rp 5,397.50Rp 82,397.50Rp

    Over Head 10% 4,119.88Rp

    Jumlah 86,517.38Rp

    17 1 M2 Pasang kaca tebal 3mm

    Upah

    0.0075 Oh Pekerja 54,000.00Rp 405.00Rp

    0.0750 Oh Tukang Kayu 60,000.00Rp 4,500.00Rp

    0.0075 Oh Kep. tukang 62,500.00Rp 468.75Rp

    0.0004 Oh Mandor 62,500.00Rp 23.75Rp

    Bahan

    1.1000 M2 kaca tebal 3mm 50,000.00Rp 55,000.00Rp

    Jumlah Upah + Bahan 55,000.00Rp 5,397.50Rp 60,397.50Rp

    Over Head 10% 3,019.88Rp

    Jumlah 63,417.38Rp

    17 1 Bh Pasang Kaca Rayban teb 5mm

    Upah

    0.0075 Oh Pekerja 54,000.00Rp 405.00Rp

    0.0750 Oh Tukang Kayu 60,000.00Rp 4,500.00Rp

    0.0075 Oh Kep. tukang 62,500.00Rp 468.75Rp

    0.0004 Oh Mandor 62,500.00Rp 23.75Rp

    Bahan

    1.1000 M2 Kaca Rayban teb 5mm 80,000.00Rp 88,000.00Rp

    Jumlah Upah + Bahan 88,000.00Rp 5,397.50Rp 93,397.50Rp

    Over Head 10% 4,669.88Rp

    Jumlah 98,067.38Rp

    17 1 M2 Pasang Lantai Keramik Polos 20x20

    Upah

    0.3500 Oh Pekerja 54,000.00Rp 18,900.00Rp

    0.1750 Oh Tukang Batu 60,000.00Rp 10,500.00Rp

    0.0175 Oh Kep. tukang 62,500.00Rp 1,093.75Rp

    0.0175 Oh Mandor 62,500.00Rp 1,093.75Rp

    Bahan

    25.0000 Bh Keramik Polos 2,000.00Rp 50,000.00Rp

    8.1900 Kg Semen Portland 1,080.00Rp 8,845.20Rp

    0.0450 M3 Pasir Pasang 38,000.00Rp 1,710.00Rp

    2.7500 Kg Semen Warna 4,000.00Rp 11,000.00Rp

    Jumlah Upah + Bahan 71,555.20Rp 31,587.50Rp 103,142.70Rp

    Over Head 10% 5,157.14Rp

    Jumlah 108,299.84Rp

    17 1 M2 Pasang Lantai Keramik Mozaik 20x20

    Upah

    0.3500 Oh Pekerja 54,000.00Rp 18,900.00Rp

    0.1750 Oh Tukang Batu 60,000.00Rp 10,500.00Rp

    0.0175 Oh Kep. tukang 62,500.00Rp 1,093.75Rp

    0.0175 Oh Mandor 62,500.00Rp 1,093.75Rp

    Bahan

    25.0000 Bh Keramik Mozaik 2,000.00Rp 50,000.00Rp

    10.4000 Kg Semen Portland 1,080.00Rp 11,232.00Rp

    0.0450 M3 Pasir Pasang 38,000.00Rp 1,710.00Rp

    1.6200 Kg Semen Warna 4,000.00Rp 6,480.00Rp

    Jumlah Upah + Bahan 69,422.00Rp 31,587.50Rp 101,009.50Rp

    Over Head 10% 5,050.48Rp

    Jumlah 106,059.98Rp

  • 17 1 M2 Pasang Dinding Keramik Mozaik 20x20

    Upah

    0.3500 Oh Pekerja 54,000.00Rp 18,900.00Rp

    0.1750 Oh Tukang Batu 60,000.00Rp 10,500.00Rp

    0.0175 Oh Kep. tukang 62,500.00Rp 1,093.75Rp

    0.0175 Oh Mandor 62,500.00Rp 1,093.75Rp

    Bahan

    25.0000 Bh Keramik Mozaik 2,000.00Rp 50,000.00Rp

    9.3000 Kg Semen Portland 1,080.00Rp 10,044.00Rp

    0.0180 M3 Pasir Pasang 38,000.00Rp 684.00Rp

    1.9400 Kg Semen Warna 4,000.00Rp 7,760.00Rp

    Jumlah Upah + Bahan 68,488.00Rp 31,587.50Rp 100,075.50Rp

    Over Head 10% 5,003.78Rp

    Jumlah 105,079.28Rp

    17 1 M2 Pasang Lantai dengan Paving Slabs 45x45

    Upah

    0.7000 Oh Pekerja 54,000.00Rp 37,800.00Rp

    0.3500 Oh Tukang Batu 60,000.00Rp 21,000.00Rp

    0.0350 Oh Kep. tukang 62,500.00Rp 2,187.50Rp

    0.0350 Oh Mandor 62,500.00Rp 2,187.50Rp

    Bahan

    5.0000 Bh Paving slabs 20,000.00Rp 100,000.00Rp

    10.4000 Kg Semen Portland 1,080.00Rp 11,232.00Rp

    0.4500 M3 Pasir Pasang 38,000.00Rp 17,100.00Rp

    1.6200 Kg Semen Warna 4,000.00Rp 6,480.00Rp

    Jumlah Upah + Bahan 134,812.00Rp 63,175.00Rp 197,987.00Rp

    Over Head 10% 9,899.35Rp

    Jumlah 207,886.35Rp

    17 1 M2 Pasang Keramik Polos 40x40

    Upah

    0.3500 Oh Pekerja 54,000.00Rp 18,900.00Rp

    0.1750 Oh Tukang Batu 60,000.00Rp 10,500.00Rp

    0.0175 Oh Kep. tukang 62,500.00Rp 1,093.75Rp

    0.0175 Oh Mandor 62,500.00Rp 1,093.75Rp

    Bahan

    6.2500 Bh Keramik 40x40 9,166.67Rp 57,291.67Rp

    10.0000 Kg Semen Portland 1,080.00Rp 10,800.00Rp

    0.0450 M3 Pasir Pasang 38,000.00Rp 1,710.00Rp

    1.5000 Kg Semen Warna 4,000.00Rp 6,000.00Rp

    Jumlah Upah + Bahan 75,801.67Rp 31,587.50Rp 107,389.17Rp

    Over Head 10% 5,369.46Rp

    Jumlah 112,758.63Rp

    17 1 M2 Pasang Keramik Kasat 30x30

    Upah

    0.3500 Oh Pekerja 54,000.00Rp 18,900.00Rp

    0.1750 Oh Tukang Batu 60,000.00Rp 10,500.00Rp

    0.0175 Oh Kep. tukang 62,500.00Rp 1,093.75Rp

    0.0175 Oh Mandor 62,500.00Rp 1,093.75Rp

    Bahan

    11.1100 Bh Keramik Kasat 30x30 4,545.45Rp 50,500.00Rp

    10.0000 Kg Semen Portland 1,080.00Rp 10,800.00Rp

    0.0450 M3 Pasir Pasang 38,000.00Rp 1,710.00Rp

    1.5000 Kg Semen Warna 4,000.00Rp 6,000.00Rp

    Jumlah Upah + Bahan 69,010.00Rp 31,587.50Rp 100,597.50Rp

    Over Head 10% 5,029.88Rp

    Jumlah 105,627.38Rp

    17 1 M2 Pengecatan Bidang Kayu Lama

    Upah

    0.0700 Oh Pekerja 54,000.00Rp 3,780.00Rp

    0.0750 Oh Tukang Cat 60,000.00Rp 4,500.00Rp

    0.0075 Oh Kep. tukang 62,500.00Rp 468.75Rp

    0.0025 Oh Mandor 62,500.00Rp 156.25Rp

    Bahan

    0.1500 Kg Plamur Kayu 15,000.00Rp 2,250.00Rp

    0.1700 Kg Cat Dasar 18,000.00Rp 3,060.00Rp

    0.1700 Kg Cat minyak warna 40,000.00Rp 6,800.00Rp

    Jumlah Upah + Bahan 12,110.00Rp 8,905.00Rp 21,015.00Rp

    Over Head 10% 1,050.75Rp

    Jumlah 22,065.75Rp

  • 17 1 M2 Pengecatan Bidang Kayu Baru ( 1 lapis plamir, 1 Lapis cad dasar, 3 Lapis Cat Penutup)

    Upah

    0.0700 Oh Pekerja 54,000.00Rp 3,780.00Rp

    0.1050 Oh Tukang Cat 60,000.00Rp 6,300.00Rp

    0.0040 Oh Kep. tukang 62,500.00Rp 250.00Rp

    0.0025 Oh Mandor 62,500.00Rp 156.25Rp

    Bahan

    0.1500 Kg Plamur Kayu 15,000.00Rp 2,250.00Rp

    0.1700 Kg Cat Dasar 18,000.00Rp 3,060.00Rp

    0.3500 Kg Cat penutup 3x 40,000.00Rp 14,000.00Rp

    Jumlah Upah + Bahan 19,310.00Rp 10,486.25Rp 29,796.25Rp

    Over Head 10% 1,489.81Rp

    Jumlah 31,286.06Rp

    17 1 M2 Pengecatan Tembok Baru ( 1 lapis plamir, 1 Lapis cad dasar, 2 Lapis Cat Penutup)

    Upah

    0.0200 Oh Pekerja 54,000.00Rp 1,080.00Rp

    0.0630 Oh Tukang Cat 60,000.00Rp 3,780.00Rp

    0.0063 Oh Kep. tukang 62,500.00Rp 393.75Rp

    0.0025 Oh Mandor 62,500.00Rp 156.25Rp

    Bahan

    0.1000 Kg Plamur Tembok RJ 16,000.00Rp 1,600.00Rp

    0.1000 Kg Cat Dasar Emulsion 18,000.00Rp 1,800.00Rp

    0.2600 Kg Cat Tembok penutup 16,000.00Rp 4,160.00Rp

    Jumlah Upah + Bahan 7,560.00Rp 5,410.00Rp 12,970.00Rp

    Over Head 10% 648.50Rp

    Jumlah 13,618.50Rp

    17 1 M2 Pengecatan Tembok Lama ( 1 Lapis cad dasar, 2 Lapis Cat Penutup)

    Upah

    0.0280 Oh Pekerja 54,000.00Rp 1,512.00Rp

    0.0420 Oh Tukang Cat 60,000.00Rp 2,520.00Rp

    0.0042 Oh Kep. tukang 62,500.00Rp 262.50Rp

    0.0025 Oh Mandor 62,500.00Rp 156.25Rp

    Bahan

    0.1200 Kg Cat Dasar 18,000.00Rp 2,160.00Rp

    0.1800 Kg Cat Tembok penutup 16,000.00Rp 2,880.00Rp

    Jumlah Upah + Bahan 5,040.00Rp 4,450.75Rp 9,490.75Rp

    Over Head 10% 474.54Rp

    Jumlah 9,965.29Rp

    17 1 M2 Pengecatan Kayu dengan Cat Meni

    Upah

    0.0200 Oh Pekerja 54,000.00Rp 1,080.00Rp

    0.2000 Oh Tukang Cat 60,000.00Rp 12,000.00Rp

    0.0200 Oh Kep. tukang 62,500.00Rp 1,250.00Rp

    0.0100 Oh Mandor 62,500.00Rp 625.00Rp

    Bahan

    0.1000 Kg Meni Kayu 11,000.00Rp 1,100.00Rp

    0.0100 Bh Kuas 4,000.00Rp 40.00Rp

    Jumlah Upah + Bahan 1,140.00Rp 14,955.00Rp 16,095.00Rp

    Over Head 10% 804.75Rp

    Jumlah 16,899.75Rp

    17 1 M2 Residu Permukaan Kayu dengan Residu

    Upah

    0.0200 Oh Pekerja 54,000.00Rp 1,080.00Rp

    0.2000 Oh Tukang Cat 60,000.00Rp 12,000.00Rp

    0.0200 Oh Kep. tukang 62,500.00Rp 1,250.00Rp

    0.0100 Oh Mandor 62,500.00Rp 625.00Rp

    Bahan

    0.1000 Kg Residu 15,000.00Rp 1,500.00Rp

    0.0100 Bh Kuas 4,000.00Rp 40.00Rp

    Jumlah Upah + Bahan 1,540.00Rp 14,955.00Rp 16,495.00Rp

    Over Head 10% 824.75Rp

    Jumlah 17,319.75Rp

    17 1 M2 Pengecatan Permukaan Baja dengan Meni Besi

    Upah

    0.0200 Oh Pekerja 54,000.00Rp 1,080.00Rp

    0.2000 Oh Tukang Cat 60,000.00Rp 12,000.00Rp

    0.0200 Oh Kep. tukang 62,500.00Rp 1,250.00Rp

    0.0100 Oh Mandor 62,500.00Rp 625.00Rp

    Bahan

    0.1000 Kg Meni Besi 15,000.00Rp 1,500.00Rp

    0.0100 Bh Kuas 4,000.00Rp 40.00Rp

    Jumlah Upah + Bahan 1,540.00Rp 14,955.00Rp 16,495.00Rp

    Over Head 10% 824.75Rp

    Jumlah 17,319.75Rp

  • 17 Memasang 1 Bh Washtafel

    Upah

    1.2000 Oh Pekerja 54,000.00Rp 64,800.00Rp

    1.4500 Oh Tukang Cat 60,000.00Rp 87,000.00Rp

    0.1500 Oh Kep. tukang 62,500.00Rp 9,375.00Rp

    0.0100 Oh Mandor 62,500.00Rp 625.00Rp

    Bahan

    1.0000 Bh Washtafel 525,000.00Rp 525,000.00Rp

    0.1200 Perlengkapan (12% harga washtafel) 525,000.00Rp 63,000.00Rp

    6.0000 Kg Semen Warna 4,000.00Rp 24,000.00Rp

    0.0100 M3 Pasir Pasang 38,000.00Rp 380.00Rp

    Jumlah Upah + Bahan 612,380.00Rp 161,800.00Rp 774,180.00Rp

    Over Head 10% 38,709.00Rp

    Jumlah 812,889.00Rp

    Batusangkar, 28 Juni 2013

    Penawar

    CV. INDOMO RAJA SAKTI

    ttd

    Ir. FERRY ERIANDY

    Wakil Direktur