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    PERHITUNGAN QUANTITY

    PEKERJAAN : PEMBANGUNAN MESJID DAN FASILITAS PENDUKUNG

    LOKASI :

    No. Uraian Pekerjaan

    A BANGUNAN MESJID

    I PEKERJAAN PERSIAPAN

    1 Mobilisasi dan Demobilisasi

    2 Papan Nama Proyek

    3 Direksi Keet

    4 Pembersihan HASI

    UKURAN BANGUNAN : P1 = 18 m L1 = 15.000 m JLH = 1 Unit = 270

    P1 = 2.5 m L1 = 2.625 m JLH = 2 Unit = 13.12

    P1 = 2 m L1 = 2.750 m JLH = 1 Unit = 5.5

    288.62

    5 Pengukuran Lapangan HASI

    UKURAN BANGUNAN : P1 = 18 m L1 = 15.000 m JLH = 1 Unit = 270P1 = 2.5 m L1 = 2.625 m JLH = 2 Unit = 13.12

    P1 = 2 m L1 = 2.750 m JLH = 1 Unit = 5.5

    288.62

    6 Foto Dokumentasi

    II PEKERJAAN TANAH

    1 Pembersihan Site HASI

    UKURAN BANGUNAN : P1 = 18 m L1 = 15.000 m JLH = 1 Unit = 270

    P2 = 2.5 m L2 = 2.625 m JLH = 2 Unit = 13.12

    P3 = 2 m L3 = 2.750 m JLH = 1 Unit = 5.5

    288.62

    2 Pembuatan Bouplank HASI

    UKURAN BANGUNAN : P1 = 18 m L1 = 15.000 m JLH = 1 Unit = 66

    P2 = 2.5 m L2 = 2.625 m JLH = 2 Unit = 6P3 = 2 m L3 = 2.750 m JLH = 1 Unit = 0.000

    72

    3 Galian Tanah Pondasi dan Selasar/Teras

    a Pondasi Menerus P1 = 17 m L1 = 13.000 m JLH = 1 Unit = 60

    Uk. Pondasi lebar = 1 m H = 1.050 m +lebar = 0.8 m

    P2 = 2.5 m L2 = 2.625 m JLH = 2 Unit = 15.25

    P3 = 2 m L3 = 2.750 m JLH = 1 Unit = 2.750

    18

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    Uk. Pondasi lebar = 0.8 m H = 1.050 m +lebar = 0.8 m

    a Pondasi Pas.Batu kali La = 0.25 m Lb = 0.700 m Ltot = 52.00 M

    H = 0.750 +lebar = 0.4 m

    d Pas. Batu Bata Teras L1 = 0.925 m L2 = 2.480 m jlh = 2.00 unit

    H = 0.400 +lebar = 0.2 m

    L1 = 0.900 m L2 = 5.800 m jlh = 1.00 unit

    H = 0.400 +lebar = 0.2 m

    L1 = 0.900 m L2 = 0.850 m jlh = 2.00 unit

    H = 0.400 +lebar = 0.2 m

    TOTA

    4 Timbunan Kembali Tanah Pondasi = 0.25x Vol.galian

    5 Timbunan Tanah dalam Bangunan P1 = 17 m L1 = 13.000 m JLH = 1 Unit = 221

    P1 = 2.5 m L1 = 2.625 m JLH = 2 Unit = 13.12

    P1 = 2 m L1 = 2.750 m JLH = 1 Unit = 5.5

    239.62

    Tinggi Timbunan = 0.600 m HASI

    6 Timbunan Tanah Teras P1 = 19 m L1 = 1.000 m JLH = 2 Unit = 38

    P1 = 13 m L1 = 1.000 m JLH = 2 Unit = 26

    P1 = 2 m L1 = 2.750 m JLH = 1 Unit = 5.5

    69.5

    Tinggi Timbunan = 0.600 m HASI

    L1 = 0.925 m L2 = 2.480 m jlh = 2 unit = 4.588

    L1 = 0.900 m L2 = 5.800 m jlh = 1 unit = 5.22

    L1 = 0.900 m L2 = 0.850 m jlh = 2 unit = 1.53

    11.33

    Tinggi Timbunan = 0.200 m s/d 0.6 m HASI

    TOTA

    7 Timbunan Pasir Urug dalam Banguna T = 0.07 m hasil = 16.774 m38 Timbunan Pasir Urug Teras T = 0.07 m hasil = 5.659 m3

    9 Timbunan Pasir Urug Pondasi Pas.bat T = 0.05 m hasil = 2.080 m3

    III PEKERJAAN PONDASI

    1 Lantai Kerja Pondasi Menerus Beton Cor 1 : 3 : 5

    a Pondasi Menerus P1 = 17 m L1 = 13.000 m Ltot = 60 m'

    Ukuran Pondasi p = 1 m t = 0.050 m + p = 0.1 m' HASI

    b Pondasi Menerus P1 = 17 m L1 = 13.000 m Ltot = 60 m'

    Sub Total II

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    P1 = 2.5 m L1 = 2.625 m JLH = 2 Unit = 13.12

    P1 = 2 m L1 = 2.750 m JLH = 1 Unit = 5.5

    tot 18.62

    Ukuran Pondasi p = 0.8 m t = 0.050 m + p = 0.1 m' HASI

    TOTA

    2 Pondasi Menerus Beton Bertulang 1 : 2 : 3

    a Pondasi Menerus P1 P1 = 17 m L1 = 13.000 m Ltot = 60 m'

    Ukuran Pondasi p = 1 m t = 0.250 m + p = 0 m' HASI

    b Pondasi Menerus P2

    P1 = 2.5 m L1 = 2.625 m JLH = 2 Unit = 13.12

    P1 = 2 m L1 = 2.750 m JLH = 1 Unit = 5.5

    tot 18.62

    Ukuran Pondasi p = 1 m t = 0.200 m + p = 0 m' HASI

    TOTA

    c Pembesian Lbesi = 1.2 m jarak = 0.150 m Jlh = 9 bh = 540

    Lbesi = 60 m jarak = 0.150 m Jlh = 401 bh = 481.2

    Lbesi = 1 m jarak = 0.150 m Jlh = 7 bh = 130.37

    Lbesi = 18.625 m jarak = 0.150 m Jlh = 125 bh = 125

    1276.5

    Tot. Berat = 1133.29

    HASI3 Pondasi Pasangan Batu kali 1 : 4

    a Pondasi Batu Kali La = 0.25 m Lb = 0.700 m H = 0.7 m'

    Panjang Total = 52.00 m' HASI

    4 Cerucuk Kayu Laut dia 4"

    a Pondasi Menerus Ltot = 78.625 m Jarak = 0.600 m JLH = 133 bh

    Baris = 2 bh Panjang Kayu Cerocok = 4 M HASI

    a Pondasi Pas.batu kali Ltot = 52.00 m Jarak = 0.600 m JLH = 88 bh

    Baris = 2 bh Panjang Kayu Cerocok = 4 M HASI

    TOTA

    5 Sloof Beton Bertulang 1 : 2 : 3

    a Sloof b = 0.2 M l = 0.300 M Ltot = 130.63 M HASI

    b Pembesian 4 12 522.5 M Bera

    Beuge= 6 - 0.15 Ls = 0.9 m

    Jumlah sengkang = 871 Bh Bera

    Tot. Berat

    HASI

    IV. PEKERJAAN LANTAI KERAMIK

    1 Lantai Kerja Beton Cor 1 : 3 : 5

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    UKURAN BANGUNAN : P1 = 17 m L1 = 13.000 m JLH = 1 Unit = 221

    P1 = 2.5 m L1 = 2.625 m JLH = 2 Unit = 13.12

    P1 = 2 m L1 = 2.750 m JLH = 1 Unit = 5.5

    239.62

    Tebal lt.kerja = 0.070 m HASI

    P1 = 19 m L1 = 1.000 m JLH = 2 Unit = 38

    P1 = 13 m L1 = 1.000 m JLH = 2 Unit = 26

    P1 = 2 m L1 = 2.750 m JLH = 1 Unit = 5.5

    69.5

    Tebal lt.kerja = 0.070 m HASI

    L1 = 0.925 m L2 = 2.480 m jlh = 2 unit = 4.588L1 = 0.900 m L2 = 5.800 m jlh = 1 unit = 5.22

    L1 = 0.900 m L2 = 0.850 m jlh = 2 unit = 1.53

    11.33

    Tebal lt.kerja = 0.070 m HASI

    TOTA

    2 Keramik Lantai Dalam Bangunan 30 x 30 cm

    UKURAN BANGUNAN : P1 = 17 m L1 = 13.000 m JLH = 1 Unit = 221

    P1 = 2.5 m L1 = 2.625 m JLH = 2 Unit = 13.12

    P1 = 2 m L1 = 2.750 m JLH = 1 Unit = 5.5

    239.62

    3 Keramik Lantai Teras 30 x 30 cmUKURAN TERAS P1 = 19 m L1 = 1.000 m JLH = 2 Unit = 38

    P1 = 13 m L1 = 1.000 m JLH = 2 Unit = 26

    P1 = 2 m L1 = 2.750 m JLH = 1 Unit = 5.5

    69.5

    UKURAN LT. TANGGA L1 = 0.925 m L2 = 2.480 m jlh = 2 unit = 4.588

    L1 = 0.900 m L2 = 5.800 m jlh = 1 unit = 5.22

    L1 = 0.900 m L2 = 0.850 m jlh = 2 unit = 1.53

    11.33

    UKURAN KAKI TANGG L1 = 0.925 m L2 = 2.480 m jlh = 2 unit = 4.33

    L1 = 0.900 m L2 = 5.800 m jlh = 1 unit = 7.6

    L1 = 0.900 m L2 = 0.850 m jlh = 2 unit = 2.65

    14.58

    Tebal Kaki tangga = 0.150 m HASI

    L1 = 0.625 m L2 = 2.480 m jlh = 2 unit = 3.73

    L1 = 0.600 m L2 = 5.200 m jlh = 1 unit = 6.4

    L1 = 0.600 m L2 = 0.850 m jlh = 2 unit = 2.05

    12.18

    Tebal Kaki tangga = 0.200 m HASI

    L1 = 0.325 m L2 = 2.480 m jlh = 2 unit = 3.13

    L1 = 0.300 m L2 = 4.600 m jlh = 1 unit = 5.2

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    L1 = 0.300 m L2 = 0.850 m jlh = 2 unit = 1.45

    L1 = m L2 = 4.600 m jlh = 2 unit = 4.6

    14.38

    Tebal Kaki tangga = 0.200 m HASI

    TOTA

    4 Plin dinding keramik10 x 30 cm Dinding dalam = 63.7 m'

    Dinding luar = 49.1 m'

    Pengurangan = -4.4 m'hasil = 108.4 m'

    V. PEKERJAAN PASANGAN DAN PLESTERAN

    1 Pasangan Bata 1: 2

    Panjang #### m' H = 1.37 M' Luas = 175.189 M2

    Panjang #### m' H = 0.65 M' Luas = 33.800 M2

    Panjang 7.6 m' H = 0.25 M' Luas = 1.900 M2

    Panjang 6.4 m' H = 0.45 M' Luas = 2.880 M2

    Panjang 5.2 m' H = 0.65 M' Luas = 3.380 M2

    Panjang #### m' H = 0.25 M' Luas = 2.165 M2

    Panjang 7.46 m' H = 0.2 M' Luas = 1.492 M2Panjang 6.26 m' H = 0.2 M' Luas = 1.252 M2

    Panjang 5.3 m' H = 0.25 M' Luas = 1.325 M2

    Panjang 4.1 m' H = 0.2 M' Luas = 0.820 M2

    Panjang 2.9 m' H = 0.2 M' Luas = 0.580 M2

    #### Hasil = 224.783 M2

    2 Pasangan Bata 1: 4

    Panjang #### m' H = 4.25 M' 1 unit Luas = 543.469 M2

    Panjang 7.9 m' H = 2.58 M' 1 unit Luas = 20.382 M2

    Panjang 8.1 m' H = 3.082 M' 1 unit Luas = 24.964 M2

    Pengurangan Pintu 2.83 m' H = 2 M' -3 unit Luas = -16.980 M2

    Pengurangan Pintu 0.9 m' H = 2.1 M' -2 unit Luas = -3.780 M2

    Pengurangan Jendela 2.08 m' H = 1.9 M' -4 unit Luas = -15.770 M2

    Pengurangan Jendela 2.08 m' H = 0.7 M' -12 unit Luas = -17.430 M2

    Pengurangan Jendela 0.3 m' H = 0.3 M' -40 unit Luas = -3.600 M2

    Pengurangan Jendela 1.38 m' H = 0.6 M' -2 unit Luas = -1.656 M2

    Pengurangan Jendela 0.3 m' H = 0.15 M' -15 unit Luas = -0.675 M2

    Pengurangan Jendela 1.6 m' H = 0.15 M' -20 unit Luas = -4.800 M2

    Pengurangan Jendela 0.22 m' H = 0.22 M' -96 unit Luas = -4.646 M2

    Hasil = 524.124 M2

    3 Plesteran Trasram 1 : 2 =2 x Luasan Pasangan Batu Bata Luas = 449.566 M2

    4 Plesteran 1 : 4 =2 x Luasan Pasangan Batu Bata Luas = 1,082.123 M2

    1 Pasangan Ventilasi block 1: 4

    Sub Total IV

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    5 Sponengan/tali air lebar = 10 cm,tebal 1.5 cm Panjang = 123.360 M2

    6 Plesteran/Acian Kolom 1 : 4 Luas = 61.700 M2

    7 Plesteran/Acian Balok Luas = 76.050 M2

    8 Plesteran/Acian Dak 1 : 4 Luas = 27.450 M2

    VI. PEKERJAAN KOLOM, BALOK, PELAT DAN LEUVEL

    1 Kolom 20 x 40 cm Beton Bertulang 1 : 2 : 3 l 0.2 m' b = 0.400 m

    Tinggi H= 5.65 m' 20 ttk Vol = 9.04

    2 Kolom 15 x 20 cm Beton Bertulang 1 : 2 : 3 l 0.2 m' b = 0.150 m

    Tinggi H= 3.6 m' 20 ttk Vol = 2.16

    3 Kolom Praktis 15 x 15 cm Beton Bertulang 1l 0.15 m' b = 0.150 m

    Dinding H= 3.97 m' 6 ttk Vol = 0.53595

    Pintu H= 3.8 m' 8 ttk Vol = 0.684

    Pintu H= 5.62 m' 2 ttk Vol = 0.2529

    TOTAL = 1.47285

    4 Balok 15 x 60 cm Beton Bertulang 1 : 2 : 3 l 0.15 m' b = 0.600 m

    Panjang L= 50.7 m' Vol = 4.563

    5 Balok Praktis 15 x 20 cm Beton Bertulang 1 l 0.15 m' b = 0.200 m

    Panjang L= 213.24 m' Vol = 6.3972

    6 Balok 15 x 30 cm Beton Bertulang 1 : 2 : 3 l 0.15 m' b = 0.300 m

    Panjang L= 18 m' Vol = 0.54

    7 Pelat Dak Lantai Beton Bertulang 1 : 2 : 3 T = 0.12 m

    Luasan L= 27.45 m2 Vo