rab sni
TRANSCRIPT
ANALISA BIAYA KONSTRUKSI (ABK)BANGUNAN GEDUNG DAN PERUMAHAN
PEKERJAAN PERSIAPAN
A 11.1 Bahan
1.250 Btg @ #REF! #REF!2.500 Kg Semen Portland @ #REF! #REF!
0.005 Pasir Beton @ #REF! #REF!
0.009 Koral Beton @ #REF! #REF!
0.072 Kayu 5/7 @ #REF! #REF!0.060 Kg Paku biasa 2" - 5" @ #REF! #REF!0.400 Lt Residu @ #REF! #REF!
1.2 Tenaga0.200 Oh Tukang Kayu @ #REF! #REF!0.400 Oh Pekerja @ #REF! #REF!0.020 Oh Kepala Tukang @ #REF! #REF!0.020 Oh Mandor @ #REF! #REF!
#REF!
B 22.1 Bahan
1.250 Btg @ #REF! #REF!2.500 Kg Semen Portland @ #REF! #REF!1.200 Lbr Seng Gelombang 3" - 5" @ #REF! #REF!
0.005 Pasir Beton @ #REF! #REF!
0.009 Koral Beton @ #REF! #REF!
0.072 Kayu 5/7 @ #REF! #REF!0.060 Kg Paku biasa 2" - 5" @ #REF! #REF!0.450 Kg Meni Besi @ #REF! #REF!
2.2 Tenaga0.200 Oh Tukang Kayu @ #REF! #REF!0.400 Oh Pekerja @ #REF! #REF!0.020 Oh Kepala Tukang @ #REF! #REF!0.020 Oh Mandor @ #REF! #REF!
#REF!
C 33.1 Bahan
1.000 Btg @ #REF! #REF!2.000 Kg Semen Portland @ #REF! #REF!
25.000 Kg Kawat duri @ #REF! #REF!
0.005 Pasir Beton @ #REF! #REF!
0.009 Koral Beton @ #REF! #REF!0.060 Kg Paku biasa 2" - 5" @ #REF! #REF!
3.2 Tenaga0.200 Oh Tukang Kayu @ #REF! #REF!0.300 Oh Pekerja @ #REF! #REF!0.020 Oh Kepala Tukang @ #REF! #REF!0.020 Oh Mandor @ #REF! #REF!
#REF!
D 44.1 Bahan
0.012 Kayu 5/7 @ #REF! #REF!0.020 Kg Paku biasa 2" - 5" @ #REF! #REF!
0.007 Papan 3/20 @ #REF! #REF!4.2 Tenaga
0.100 Oh Tukang Kayu @ #REF! #REF!0.100 Oh Pekerja @ #REF! #REF!0.010 Oh Kepala Tukang @ #REF! #REF!0.005 Oh Mandor @ #REF! #REF!
#REF!
E 55.1 Bahan
1.250 Btg @ #REF! #REF!
0.180 Kayu @ #REF! #REF!
1 M1 Pagar Sementara Dari Kayu Tinggi 2 m
Dolken Kayu F 8-10/400cm
M3
M3
M3
1 M1 Pagar Sementara Dari Seng Gelombang Tinggi 2 m
Dolken Kayu F 8-10/400cm
M3
M3
M3
1 M1 Pagar Sementara Dari Kawat Duri Tinggi 1.8 m
Dolken Kayu F 8-10/400cm
M3
M3
1 M1 Pengukuran dan Pemasangan Bouwplank
M3
M3
1 M2 Pemb. Kantor Sementara, dengan Lantai Plesteran
Dolken Kayu F 8-10/400cmM3
0.850 Kg Kayu Biasa @ #REF! #REF!1.100 Kg Besi strip @ #REF! #REF!
35.000 Kg Semen portland @ #REF! #REF!
0.150 Pasir pasang @ #REF! #REF!
0.100 Pasir beton @ #REF! #REF!
0.150 Koral beton @ #REF! #REF!30.000 Bh Bata merah @ #REF! #REF!0.250 Lbr Seng plat @ #REF! #REF!2.000 Bh Jendela nako @ #REF! #REF!
0.080 Kaca polos @ #REF! #REF!0.150 Bh Kunci tanam @ #REF! #REF!0.060 Lmb Plywood 4 mm @ #REF! #REF!
5.2 Tenaga2.000 Oh Tukang Kayu @ #REF! #REF!1.000 Oh Tukang Batu @ #REF! #REF!2.000 Oh Pekerja @ #REF! #REF!0.300 Oh Kepala Tukang @ #REF! #REF!0.050 Oh Mandor @ #REF! #REF!
#REF!
F 66.1 Bahan
1.700 Btg @ #REF! #REF!
0.210 Kayu @ #REF! #REF!0.300 Kg Paku biasa @ #REF! #REF!
10.500 Kg Semen Portland @ #REF! #REF!
0.030 Pasir beton @ #REF! #REF!
0.050 Koral beton @ #REF! #REF!1.500 Lbr Seng gelombang bljs 32 @ #REF! #REF!
6.2 Tenaga2.000 Oh Tukang Kayu @ #REF! #REF!1.000 Oh Pekerja @ #REF! #REF!0.200 Oh Kepala Tukang @ #REF! #REF!0.050 Oh Mandor @ #REF! #REF!
#REF!
G 77.1 Bahan
3.000 Btg @ #REF! #REF!
0.276 Kayu @ #REF! #REF!0.700 Kg Paku biasa @ #REF! #REF!1.500 Lbr Seng gelombang bljs 32 @ #REF! #REF!
7.2 Tenaga1.500 Oh Tukang Kayu @ #REF! #REF!1.000 Oh Pekerja @ #REF! #REF!0.150 Oh Kepala Tukang @ #REF! #REF!0.050 Oh Mandor @ #REF! #REF!
#REF!
H 88.1 Tenaga
0.100 Oh Pekerja @ #REF! #REF!0.050 OH Mandor @ #REF! #REF!
#REF!
I 99.1 Bahan
1.250 Btg @ #REF! #REF!
0.186 Kayu @ #REF! #REF!0.300 Kg Paku biasa @ #REF! #REF!
18.000 Kg Semen Portland @ #REF! #REF!
0.030 Pasir beton @ #REF! #REF!
0.050 Koral beton @ #REF! #REF!1.500 Lbr Seng gelombang bljs 32 @ #REF! #REF!1.350 Lbr Plywood 4 mm #REF! #REF!
9.2 Tenaga2.000 Oh Tukang Kayu @ #REF! #REF!1.000 Oh Pekerja @ #REF! #REF!0.200 Oh Kepala Tukang @ #REF! #REF!
M3
M3
M3
M2
1 M2 Pemb. Gudang Semen dan Alat-alat
Dolken Kayu F 8-10/400cmM3
M3
M3
1 M2 Pemb. Rumah Jaga/Konstruksi Kayu
Dolken Kayu F 8-10/400cmM3
1 M2 Membersihkan Lapangan dan Perataan
1 M2 Pemb. Bedeng Buruh
Dolken Kayu F 8-10/400cmM3
M3
M3
0.050 Oh Mandor @ #REF! #REF!#REF!
J 1010.1 Bahan
0.036 Kayu terentang @ #REF! #REF!0.080 Kg Paku biasa @ #REF! #REF!1.000 Btg Kaso 5/7 @ #REF! #REF!
10.2 Tenaga0.300 Oh Tukang Kayu @ #REF! #REF!0.002 Oh Mandor @ #REF! #REF!
#REF!
K 1111.1 Bahan
1.000 Btg @ #REF! #REF!0.250 Kg Tali ijuk @ #REF! #REF!
11.2 Tenaga0.017 Oh Tukang Kayu @ #REF! #REF!0.250 Oh Pekerja @ #REF! #REF!0.002 Oh Kepala Tukang @ #REF! #REF!0.013 Oh Mandor @ #REF! #REF!
#REF!
L 1212.1 Bahan
0.150 Batu belah 15/20 @ #REF! #REF!
0.090 Batu pecah 5/7 @ #REF! #REF!
0.010 Pasi pasang @ #REF! #REF!12.2 Tenaga
1.000 Oh Pekerja @ #REF! #REF!0.050 Oh Mandor @ #REF! #REF!
#REF!
M 1313.1 Tenaga
6.667 Oh Pekerja @ #REF! #REF!0.333 Oh Mandor @ #REF! #REF!
#REF!
N 1414.1 Tenaga
6.667 Oh Pekerja @ #REF! #REF!0.033 Oh Mandor @ #REF! #REF!
#REF!
O 1515.1 Bahan
0.434 Lbr Pagar kawat jaring @ #REF! #REF!15.2 Tenaga
0.042 Oh Tukang Kayu @ #REF! #REF!0.042 Oh Pekerja @ #REF! #REF!0.004 Oh Kepala Tukang @ #REF! #REF!0.002 Oh Mandor @ #REF! #REF!
#REF!
P 1616.1 Bahan
0.986 Lbr Panel beton pracetak @ #REF! #REF!0.525 Btg Kolom beton pracetak @ #REF! #REF!
0.074 Pasir Beton @ #REF! #REF!
0.146 Koral 2/3 @ #REF! #REF!45.000 Kg Semen abu-abu @ #REF! #REF!
16.2 Tenaga0.125 Oh Tukang Kayu @ #REF! #REF!0.375 Oh Pekerja @ #REF! #REF!0.012 Oh Kepala Tukang @ #REF! #REF!0.019 Oh Mandor @ #REF! #REF!
#REF!
1 M2 Pemb. Bak Adukan Ukuran (40 x 50 x 20) cm
M3
1 M2 Pemb. Stegger dari Bambu, Ukuran (40 x 50 x 20) cm
Bambu F 6 - 8 /600cm
1 M2 Pembuatan Jalan Sementara
M3
M3
M3
1 M3 Bongkaran Beton Bertulang
1 M3 Bongkaran Dinding Tembok Batu Merah
1 M1 Pasang Pagar Kawat Jaring Galvanis, Tinggi 1.00 m
1 M1 Pasang Pagar Beton Pracetak (5 x 50 x 213) cm
M3
M3
ANALISA BIAYA KONSTRUKSI (ABK)BANGUNAN GEDUNG DAN PERUMAHAN
PEKERJAAN TANAH
A 11.1 Tenaga
0.400 Oh Pekerja @ #REF! #REF!Oh Tukang Gali @ Rp - Oh Kepala Tukang @ Rp -
0.040 Oh Mandor @ #REF! #REF!#REF!
B 22.1 Tenaga
0.526 Oh Pekerja @ #REF! #REF!Oh Tukang Gali @ Rp - Oh Kepala Tukang @ Rp -
0.052 Oh Mandor @ #REF! #REF!#REF!
C 33.1 Tenaga
0.735 Oh Pekerja @ #REF! #REF!Oh Tukang Gali @ Rp - Oh Kepala Tukang @ Rp -
0.073 Oh Mandor @ #REF! #REF!#REF!
D 44.1 Tenaga
0.625 Oh Pekerja @ #REF! #REF!Oh Tukang Gali @ Rp - Oh Kepala Tukang @ Rp -
0.062 Oh Mandor @ #REF! #REF!#REF!
E 55.1 Tenaga
1.250 Oh Pekerja @ #REF! #REF!Oh Tukang Gali @ Rp - Oh Kepala Tukang @ Rp -
0.125 Oh Mandor @ #REF! #REF!#REF!
F 66.1 Tenaga
0.823 Oh Pekerja @ #REF! #REF!Oh Tukang Kayu @ Rp - Oh Kepala Tukang @ Rp -
0.083 Oh Mandor @ #REF! #REF!#REF!
G 77.1 Tenaga
0.050 Oh Pekerja @ #REF! #REF!Oh Tukang Kayu @ Rp - Oh Kepala Tukang @ Rp -
0.005 Oh Mandor @ #REF! #REF!#REF!
H 88.1 Tenaga
0.516 Oh Pekerja @ #REF! #REF!Oh Tukang Kayu @ Rp - Oh Kepala Tukang @ Rp -
0.050 Oh Mandor @ #REF! #REF!#REF!
I 99.1 Tenaga
0.192 Oh Pekerja @ #REF! #REF!Oh Tukang Kayu @ Rp - Oh Kepala Tukang @ Rp -
1 M3 Galian Tanah Biasa Sedalam 1 Meter
1 M3 Galian Tanah Biasa Sedalam 2 Meter
1 M3 Galian Tanah Biasa Sedalam 3 Meter
1 M3 Galian Tanah Keras Sedalam 1 Meter
1 M3 Galian Tanah Cadas Sedalam 1 Meter
1 M3 Galian Tanah Lumpur Sedalam 1 Meter
1 M2 Pekerjaan Stripping Setinggi 1 Meter
1 M3 Pembuangan Tanah Sejauh 150 Meter
1 M3 Urugan Kembali
0.019 Oh Mandor @ #REF! #REF!#REF!
J 1010.1 Tenaga
0.500 Oh Pekerja @ #REF! #REF!Oh Tukang Kayu @ Rp - Oh Kepala Tukang @ Rp -
0.050 Oh Mandor @ #REF! #REF!#REF!
K 1111.1 Bahan
1.200 Pasir Urug @ #REF! #REF!11.2 Tenaga
0.300 Oh Pekerja @ #REF! #REF!Oh Tukang Kayu @ Rp - Oh Kepala Tukang @ Rp -
0.010 Oh Mandor @ #REF! #REF!#REF!
L 1212.1 Bahan
0.330 Pasir Urug @ #REF! #REF!
0.109 Kapur Padam @ #REF! #REF!
0.763 Tanah Liat @ #REF! #REF!12.2 Tenaga
0.833 Oh Pekerja @ #REF! #REF!0.416 Oh Tukang Batu @ #REF! #REF!0.040 Oh Kepala Tukang @ #REF! #REF!0.083 Oh Mandor @ #REF! #REF!
#REF!
M 1313.1 Bahan
0.200 Kapur Padam @ #REF! #REF!
1.000 Tanah Liat @ #REF! #REF!13.2 Tenaga
0.833 Oh Pekerja @ #REF! #REF!0.416 Oh Tukang Batu @ #REF! #REF!0.041 Oh Kepala Tukang @ #REF! #REF!0.081 Oh Mandor @ #REF! #REF!
#REF!
N 1414.1 Bahan
1.200 Ijuk @ #REF! #REF!14.2 Tenaga
0.150 Oh Pekerja @ #REF! #REF!Oh Tukang Gali @ Rp - Oh Kepala Tukang @ Rp -
0.015 Oh Mandor @ #REF! #REF!#REF!
O 1515.1 Bahan
1.200 Sirtu @ #REF! #REF!15.2 Tenaga
0.250 Oh Pekerja @ #REF! #REF!Oh Tukang Gali @ Rp - Oh Kepala Tukang @ Rp -
0.025 Oh Mandor @ #REF! #REF!#REF!
P 1616.1 Bahan
0.275 Batu belah @ #REF! #REF!
0.030 Kerikil @ #REF! #REF!
0.050 Pasir @ #REF! #REF!16.2 Tenaga
1.000 Oh Pekerja @ #REF! #REF!Oh Tukang Gali @ Rp -
1 M3 Pemadatan Tanah
1 M3 Urugan Pasir
M3
1 M3 Lapisan Pudel Campuran 1 Kp : 3Ps : 7 Tl
M3
M3
M3
1 M3 Lapisan Pudel Campuran 1 Kp : 5 Tl
M3
M3
1 M3 Pemasangan Lapisan Ijuk
M3
1 M1 Pasang Pagar Kawat Jaring Galvanis, Tinggi 1.00 m
M3
1 M2 Pembuatan Jalan Sementara, Tebal 25 cm
M3
M3
M3
Oh Kepala Tukang @ Rp - 0.100 Oh Mandor @ #REF! #REF!
#REF!
ANALISA BIAYA KONSTRUKSI (ABK)BANGUNAN GEDUNG DAN PERUMAHAN
PEKERJAAN PONDASI
A 11.1 Bahan
1.100 Batu Belah 15/20 cm @ #REF! #REF!392.000 Kg Semen Portland @ #REF! #REF!
0.314 Pasir Pasang @ #REF! #REF!1.2 Tenaga
1.500 Oh Pekerja @ #REF! #REF!0.600 Oh Tukang Batu @ #REF! #REF!0.060 Oh Kepala Tukang @ #REF! #REF!0.075 Oh Mandor @ #REF! #REF!
#REF!
B 22.1 Bahan
1.100 Batu Belah 15/20 cm @ #REF! #REF!267.000 Kg Semen Portland @ #REF! #REF!
0.427 Pasir Pasang @ #REF! #REF!2.2 Tenaga
1.500 Oh Pekerja @ #REF! #REF!0.600 Oh Tukang Batu @ #REF! #REF!0.060 Oh Kepala Tukang @ #REF! #REF!0.075 Oh Mandor @ #REF! #REF!
#REF!
C 33.1 Bahan
1.100 Batu Belah 15/20 cm @ #REF! #REF!392.000 Kg Semen Portland @ #REF! #REF!
0.314 Pasir Pasang @ #REF! #REF!3.2 Tenaga
1.500 Oh Pekerja @ #REF! #REF!0.600 Oh Tukang Batu @ #REF! #REF!0.060 Oh Kepala Tukang @ #REF! #REF!0.075 Oh Mandor @ #REF! #REF!
#REF!
D 44.1 Bahan
1.100 Batu Belah 15/20 cm @ #REF! #REF!202.000 Kg Semen Portland @ #REF! #REF!
0.485 Pasir Pasang @ #REF! #REF!4.2 Tenaga
1.500 Oh Pekerja @ #REF! #REF!0.600 Oh Tukang Batu @ #REF! #REF!0.060 Oh Kepala Tukang @ #REF! #REF!0.075 Oh Mandor @ #REF! #REF!
#REF!
E 55.1 Bahan
1.100 Batu Belah 15/20 cm @ #REF! #REF!163.000 Kg Semen Portland @ #REF! #REF!
0.520 Pasir Pasang @ #REF! #REF!5.2 Tenaga
1.500 Oh Pekerja @ #REF! #REF!0.600 Oh Tukang Batu @ #REF! #REF!0.060 Oh Kepala Tukang @ #REF! #REF!0.075 Oh Mandor @ #REF! #REF!
#REF!
F 66.1 Bahan
1.100 Batu Belah 15/20 cm @ #REF! #REF!136.000 Kg Semen Portland @ #REF! #REF!
0.544 Pasir Pasang @ #REF! #REF!
1 M3 Pasang Pondasi Batu Kali 1 Pc : 1 Ps
M3
M3
1 M3 Pasang Pondasi Batu Kali 1 Pc : 2 Ps
M3
M3
1 M3 Pasang Pondasi Batu Kali 1 Pc : 2.5 Ps
M3
M3
1 M3 Pasang Pondasi Batu Kali 1 Pc : 3 Ps
M3
M3
1 M3 Pasang Pondasi Batu Kali 1 Pc : 4 Ps
M3
M3
1 M3 Pasang Pondasi Batu Kali 1 Pc : 5 Ps
M3
M3
6.2 Tenaga1.500 Oh Pekerja @ #REF! #REF!0.600 Oh Tukang Batu @ #REF! #REF!0.060 Oh Kepala Tukang @ #REF! #REF!0.075 Oh Mandor @ #REF! #REF!
#REF!
G 77.1 Bahan
1.100 Batu Belah 15/20 cm @ #REF! #REF!117.000 Kg Semen Portland @ #REF! #REF!
0.561 Pasir Pasang @ #REF! #REF!7.2 Tenaga
1.500 Oh Pekerja @ #REF! #REF!0.600 Oh Tukang Batu @ #REF! #REF!0.060 Oh Kepala Tukang @ #REF! #REF!0.075 Oh Mandor @ #REF! #REF!
#REF!
H 88.1 Bahan
1.100 Batu Belah 15/20 cm @ #REF! #REF!91.000 Kg Semen Portland @ #REF! #REF!
0.561 Pasir Pasang @ #REF! #REF!8.2 Tenaga
1.500 Oh Pekerja @ #REF! #REF!0.600 Oh Tukang Batu @ #REF! #REF!0.060 Oh Kepala Tukang @ #REF! #REF!0.075 Oh Mandor @ #REF! #REF!
#REF!
I 99.1 Bahan
1.100 Batu Belah 15/20 cm @ #REF! #REF!0.229 Kg Kapur pasang @ #REF! #REF!0.229 Kg Semen Merah @ #REF! #REF!
0.544 Pasir Pasang @ #REF! #REF!9.2 Tenaga
1.500 Oh Pekerja @ #REF! #REF!0.600 Oh Tukang Batu @ #REF! #REF!0.060 Oh Kepala Tukang @ #REF! #REF!0.075 Oh Mandor @ #REF! #REF!
#REF!
J 1010.1 Bahan
1.100 Batu Belah 15/20 cm @ #REF! #REF!0.170 Kg Kapur pasang @ #REF! #REF!0.170 Kg Semen Merah @ #REF! #REF!
0.340 Pasir Pasang @ #REF! #REF!10.2 Tenaga
1.500 Oh Pekerja @ #REF! #REF!0.600 Oh Tukang Batu @ #REF! #REF!0.060 Oh Kepala Tukang @ #REF! #REF!0.075 Oh Mandor @ #REF! #REF!
#REF!
K 1111.1 Bahan
1.100 Batu Belah 15/20 cm @ #REF! #REF!156.000 Kg Semen Portland @ #REF! #REF!
0.032 Kg Kapur pasang @ #REF! #REF!
0.584 Pasir Pasang @ #REF! #REF!11.2 Tenaga
1.500 Oh Pekerja @ #REF! #REF!0.600 Oh Tukang Batu @ #REF! #REF!0.060 Oh Kepala Tukang @ #REF! #REF!0.075 Oh Mandor @ #REF! #REF!
#REF!
L 12
1 M3 Pasang Pondasi Batu Kali 1 Pc : 6 Ps
M3
M3
1 M3 Pasang Pondasi Batu Kali 1 Pc : 8 Ps
M3
M3
1 M3 Pasang Pondasi Batu Kali 1 Kp : 1 SM : 1 Ps
M3
M3
1 M3 Pasang Pondasi Batu Kali 1 Kp : 1 SM : 2 Ps
M3
M3
1 M3 Pasang Pondasi Batu Kali 1 Cp : 1/4 Kp : 4 Ps
M3
M3
1 M3 Pasang Pondasi Batu Kali 1 Cp : 3 Kp : 10 Ps
12.1 Bahan
1.100 Batu Belah 15/20 cm @ #REF! #REF!61.000 Kg Semen Portland @ #REF! #REF!0.147 Kg Kapur pasang @ #REF! #REF!
0.492 Pasir Pasang @ #REF! #REF!12.2 Tenaga
1.500 Oh Pekerja @ #REF! #REF!0.600 Oh Tukang Batu @ #REF! #REF!0.060 Oh Kepala Tukang @ #REF! #REF!0.075 Oh Mandor @ #REF! #REF!
#REF!
M 1313.1 Bahan
1.100 Batu Belah 15/20 cm @ #REF! #REF!41.000 Kg Semen Portland @ #REF! #REF!0.131 Kg Kapur pasang @ #REF! #REF!
0.523 Pasir Pasang @ #REF! #REF!13.2 Tenaga
1.500 Oh Pekerja @ #REF! #REF!0.600 Oh Tukang Batu @ #REF! #REF!0.060 Oh Kepala Tukang @ #REF! #REF!0.075 Oh Mandor @ #REF! #REF!
#REF!
N 1414.1 Bahan
1.200 Batu Belah 15/20 cm @ #REF! #REF!
0.300 Pasir Urug @ #REF! #REF!14.2 Tenaga
0.780 Oh Pekerja @ #REF! #REF!0.390 Oh Tukang Batu @ #REF! #REF!0.039 Oh Kepala Tukang @ #REF! #REF!0.039 Oh Mandor @ #REF! #REF!
#REF!
O 1515.1 Bahan
75.000 Kg Besi Beton @ #REF! #REF!202.000 Kg Semen Portland @ #REF! #REF!
0.320 Pasir Beton @ #REF! #REF!
0.490 Koral Beton @ #REF! #REF!0.800 Kg Kawat Beton @ #REF! #REF!
15.2 Tenaga3.000 Oh Pekerja @ #REF! #REF!0.850 Oh Tukang Batu @ #REF! #REF!0.085 Oh Kepala Tukang @ #REF! #REF!0.150 Oh Mandor @ #REF! #REF!
#REF!
P 1616.1 Bahan
0.450 Batu Belah 15/20 cm @ #REF! #REF!280.000 Kg Semen Portland @ #REF! #REF!
0.450 Pasir Beton @ #REF! #REF!
0.670 Koral Beton @ #REF! #REF!16.2 Tenaga
2.380 Oh Pekerja @ #REF! #REF!0.300 Oh Tukang Batu @ #REF! #REF!0.030 Oh Kepala Tukang @ #REF! #REF!0.080 Oh Mandor @ #REF! #REF!
#REF!
Q 1717.1 Bahan
0.019 Pasir Urug Darat @ #REF! #REF!
0.094 Pasir Beton @ #REF! #REF!
0.150 Koral Beton @ #REF! #REF!60.500 Kg Semen Portland @ #REF! #REF!45.000 Kg Besi Beton @ #REF! #REF!
M3
M3
1 M3 Pasang Pondasi Batu Kali 1/4 Cp : 1 Kp : 4 Ps
M3
M3
1 M3 Pasang Pondasi Batu Kosong
M3
M3
1 M3 Pasang Pondasi Siklop 40% Batu Kali
M3
M3
1 M3 Pasang Pondasi Sumuran Diameter 100 cm
M3
M3
M3
1 M3 Pembuatan Tiang Pancang (40 x 40) Cm, Beton Bertulang
M3
M3
M3
0.900 Kg Kawat Beton @ #REF! #REF!
0.032 Kayu Kaso 5/7 @ #REF! #REF!0.120 Kg Paku @ #REF! #REF!0.090 Lt Minyak Bekisting @ #REF! #REF!0.240 Kg Plamur Tembok @ #REF! #REF!
17.2 Tenaga1.000 Oh Pekerja @ #REF! #REF!0.670 Oh Tukang Batu @ #REF! #REF!0.067 Oh Kepala Tukang @ #REF! #REF!0.050 Oh Mandor @ #REF! #REF!
#REF!
R 1818.1 Bahan
0.016 Pasir Urug Darat @ #REF! #REF!
0.080 Pasir Beton @ #REF! #REF!
0.125 Koral Beton @ #REF! #REF!49.000 Kg Semen Portland @ #REF! #REF!34.500 Kg Besi Beton @ #REF! #REF!0.700 Kg Kawat Beton @ #REF! #REF!
0.027 Kayu Kaso 5/7 @ #REF! #REF!0.120 Kg Paku @ #REF! #REF!0.090 Lt Minyak Bekisting @ #REF! #REF!0.200 Kg Plamur Tembok @ #REF! #REF!
18.2 Tenaga0.800 Oh Pekerja @ #REF! #REF!0.500 Oh Tukang Batu @ #REF! #REF!0.050 Oh Kepala Tukang @ #REF! #REF!0.040 Oh Mandor @ #REF! #REF!
#REF!
M3
1 M3 Pembuatan Tiang Pancang (35 x 35) Cm, Beton Bertulang
M3
M3
M3
M3
ANALISA BIAYA KONSTRUKSI (ABK)BANGUNAN GEDUNG DAN PERUMAHAN
PEKERJAAN DINDING
A 11.1 Bahan
140.000 Bh Batu Merah 5 x 11 x 22 cm @ #REF! #REF!64.030 Kg Semen Portland @ #REF! #REF!
0.059 Pasir Pasang @ #REF! #REF!1.2 Tenaga
0.650 Oh Pekerja @ #REF! #REF!0.200 Oh Tukang Batu @ #REF! #REF!0.020 Oh Kepala Tukang @ #REF! #REF!0.030 Oh Mandor @ #REF! #REF!
#REF!
B 22.1 Bahan
140.000 Bh Batu Merah 5 x 11 x 22 cm @ #REF! #REF!43.500 Kg Semen Portland @ #REF! #REF!
0.080 Pasir Pasang @ #REF! #REF!2.2 Tenaga
0.650 Oh Pekerja @ #REF! #REF!0.200 Oh Tukang Batu @ #REF! #REF!0.020 Oh Kepala Tukang @ #REF! #REF!0.030 Oh Mandor @ #REF! #REF!
#REF!
C 33.1 Bahan
140.000 Bh Batu Merah 5 x 11 x 22 cm @ #REF! #REF!32.950 Kg Semen Portland @ #REF! #REF!
0.091 Pasir Pasang @ #REF! #REF!3.2 Tenaga
0.650 Oh Pekerja @ #REF! #REF!0.200 Oh Tukang Batu @ #REF! #REF!0.020 Oh Kepala Tukang @ #REF! #REF!0.030 Oh Mandor @ #REF! #REF!
#REF!
D 44.1 Bahan
140.000 Bh Batu Merah 5 x 11 x 22 cm @ #REF! #REF!26.550 Kg Semen Portland @ #REF! #REF!
0.093 Pasir Pasang @ #REF! #REF!4.2 Tenaga
0.650 Oh Pekerja @ #REF! #REF!0.200 Oh Tukang Batu @ #REF! #REF!0.020 Oh Kepala Tukang @ #REF! #REF!0.030 Oh Mandor @ #REF! #REF!
#REF!
E 55.1 Bahan
140.000 Bh Batu Merah 5 x 11 x 22 cm @ #REF! #REF!22.200 Kg Semen Portland @ #REF! #REF!
0.102 Pasir Pasang @ #REF! #REF!5.2 Tenaga
0.650 Oh Pekerja @ #REF! #REF!0.200 Oh Tukang Batu @ #REF! #REF!0.020 Oh Kepala Tukang @ #REF! #REF!0.030 Oh Mandor @ #REF! #REF!
#REF!
F 66.1 Bahan
140.000 Bh Batu Merah 5 x 11 x 22 cm @ #REF! #REF!22.200 Kg Semen Portland @ #REF! #REF!
0.102 Pasir Pasang @ #REF! #REF!6.2 Tenaga
1 M2 Pasangan Bata Merah Tebal 1 Bata, 1 Pc : 1 Ps
M3
1 M2 Pasangan Bata Merah Tebal 1 Bata, 1 Pc : 2 Ps
M3
1 M2 Pasangan Bata Merah Tebal 1 Bata, 1 Pc : 3 Ps
M3
1 M2 Pasangan Bata Merah Tebal 1 Bata, 1 Pc : 4 Ps
M3
1 M2 Pasangan Bata Merah Tebal 1 Bata, 1 Pc : 5 Ps
M3
1 M2 Pasangan Bata Merah Tebal 1 Bata, 1 Pc : 6 Ps
M3
0.650 Oh Pekerja @ #REF! #REF!0.200 Oh Tukang Batu @ #REF! #REF!0.020 Oh Kepala Tukang @ #REF! #REF!0.030 Oh Mandor @ #REF! #REF!
#REF!
G 77.1 Bahan
140.000 Bh Batu Merah 5 x 11 x 22 cm @ #REF! #REF!10.080 Kg Semen Portland @ #REF! #REF!
0.093 Pasir Pasang @ #REF! #REF!
0.028 Kapur Pasang @ #REF! #REF!7.2 Tenaga
0.650 Oh Pekerja @ #REF! #REF!0.200 Oh Tukang Batu @ #REF! #REF!0.020 Oh Kepala Tukang @ #REF! #REF!0.030 Oh Mandor @ #REF! #REF!
#REF!
H 88.1 Bahan
70.000 Bh Batu Merah 5 x 11 x 22 cm @ #REF! #REF!27.800 Kg Semen Portland @ #REF! #REF!
0.028 Pasir Pasang @ #REF! #REF!8.2 Tenaga
0.320 Oh Pekerja @ #REF! #REF!0.100 Oh Tukang Batu @ #REF! #REF!0.010 Oh Kepala Tukang @ #REF! #REF!0.015 Oh Mandor @ #REF! #REF!
#REF!
I 99.1 Bahan
70.000 Bh Batu Merah 5 x 11 x 22 cm @ #REF! #REF!18.950 Kg Semen Portland @ #REF! #REF!
0.038 Pasir Pasang @ #REF! #REF!9.2 Tenaga
0.320 Oh Pekerja @ #REF! #REF!0.100 Oh Tukang Batu @ #REF! #REF!0.010 Oh Kepala Tukang @ #REF! #REF!0.015 Oh Mandor @ #REF! #REF!
#REF!
J 1010.1 Bahan
70.000 Bh Batu Merah 5 x 11 x 22 cm @ #REF! #REF!14.370 Kg Semen Portland @ #REF! #REF!
0.040 Pasir Pasang @ #REF! #REF!10.2 Tenaga
0.320 Oh Pekerja @ #REF! #REF!0.100 Oh Tukang Batu @ #REF! #REF!0.010 Oh Kepala Tukang @ #REF! #REF!0.015 Oh Mandor @ #REF! #REF!
#REF!
K 1111.1 Bahan
70.000 Bh Batu Merah 5 x 11 x 22 cm @ #REF! #REF!11.500 Kg Semen Portland @ #REF! #REF!
0.043 Pasir Pasang @ #REF! #REF!11.2 Tenaga
0.320 Oh Pekerja @ #REF! #REF!0.100 Oh Tukang Batu @ #REF! #REF!0.010 Oh Kepala Tukang @ #REF! #REF!0.015 Oh Mandor @ #REF! #REF!
#REF!
L 1212.1 Bahan
70.000 Bh Batu Merah 5 x 11 x 22 cm @ #REF! #REF!9.680 Kg Semen Portland @ #REF! #REF!
0.045 Pasir Pasang @ #REF! #REF!
1 M2 Pasangan Bata Merah Tebal 1 Bata, 1 Pc : 3 Kp : 10 Ps
M3
M3
1 M2 Pasangan Bata Merah Tebal 1/2 Bata, 1 Pc : 1 Ps
M3
1 M2 Pasangan Bata Merah Tebal 1/2 Bata, 1 Pc : 2 Ps
M3
1 M2 Pasangan Bata Merah Tebal 1/2 Bata, 1 Pc : 3 Ps
M3
1 M2 Pasangan Bata Merah Tebal 1/2 Bata, 1 Pc : 4 Ps
M3
1 M2 Pasangan Bata Merah Tebal 1/2 Bata, 1 Pc : 5 Ps
M3
12.2 Tenaga0.320 Oh Pekerja @ #REF! #REF!0.100 Oh Tukang Batu @ #REF! #REF!0.010 Oh Kepala Tukang @ #REF! #REF!0.015 Oh Mandor @ #REF! #REF!
#REF!
M 1313.1 Bahan
70.000 Bh Batu Merah 5 x 11 x 22 cm @ #REF! #REF!8.320 Kg Semen Portland @ #REF! #REF!
0.049 Pasir Pasang @ #REF! #REF!13.2 Tenaga
0.320 Oh Pekerja @ #REF! #REF!0.100 Oh Tukang Batu @ #REF! #REF!0.010 Oh Kepala Tukang @ #REF! #REF!0.015 Oh Mandor @ #REF! #REF!
#REF!
N 1414.1 Bahan
70.000 Bh Batu Merah 5 x 11 x 22 cm @ #REF! #REF!6.500 Kg Semen Portland @ #REF! #REF!
0.050 Pasir Pasang @ #REF! #REF!14.2 Tenaga
0.320 Oh Pekerja @ #REF! #REF!0.100 Oh Tukang Batu @ #REF! #REF!0.010 Oh Kepala Tukang @ #REF! #REF!0.015 Oh Mandor @ #REF! #REF!
#REF!
O 1515.1 Bahan
70.000 Bh Batu Merah 5 x 11 x 22 cm @ #REF! #REF!4.500 Kg Semen Portland @ #REF! #REF!
0.050 Pasir Pasang @ #REF! #REF!
0.015 Kapur Padam @ #REF! #REF!15.2 Tenaga
0.320 Oh Pekerja @ #REF! #REF!0.100 Oh Tukang Batu @ #REF! #REF!0.010 Oh Kepala Tukang @ #REF! #REF!0.015 Oh Mandor @ #REF! #REF!
#REF!
P 1616.1 Bahan
70.000 Bh Batu Merah 5 x 11 x 22 cm @ #REF! #REF!
0.018 Semen Merah/Batu Merah Tumbuk @ #REF! #REF!
0.018 Pasir Pasang @ #REF! #REF!
0.018 Kapur Padam @ #REF! #REF!16.2 Tenaga
0.320 Oh Pekerja @ #REF! #REF!0.100 Oh Tukang Batu @ #REF! #REF!0.010 Oh Kepala Tukang @ #REF! #REF!0.015 Oh Mandor @ #REF! #REF!
#REF!
Q 1717.1 Bahan
70.000 Bh Batu Merah 5 x 11 x 22 cm @ #REF! #REF!
0.014 Semen Merah/Batu Merah Tumbuk @ #REF! #REF!
0.028 Pasir Pasang @ #REF! #REF!
0.014 Kapur Padam @ #REF! #REF!17.2 Tenaga
0.320 Oh Pekerja @ #REF! #REF!0.100 Oh Tukang Batu @ #REF! #REF!0.010 Oh Kepala Tukang @ #REF! #REF!0.015 Oh Mandor @ #REF! #REF!
#REF!
R 18
1 M2 Pasangan Bata Merah Tebal 1/2 Bata, 1 Pc : 6 Ps
M3
1 M2 Pasangan Bata Merah Tebal 1/2 Bata, 1 Pc : 8 Ps
M3
1 M2 Pasangan Bata Merah Tebal 1/2 Bata, 1 Pc : 3 Kp : 10 Ps
M3
M3
1 M2 Pasangan Bata Merah Tebal 1/2 Bata, 1 Kp : 1 Sm : 1 Ps
M3
M3
M3
1 M2 Pasangan Bata Merah Tebal 1/2 Bata, 1 Kp : 1 Sm : 2 Ps
M3
M3
M3
1 M2 Pasangan Dinding Hollowblock (HB : 20)
18.1 Bahan12.500 Bh Hollow Block (HB : 20) @ #REF! #REF!13.500 Kg Semen Portland @ #REF! #REF!
0.048 Pasir Pasang @ #REF! #REF!1.950 Kg Besi Beton Polos @ #REF! #REF!
18.2 Tenaga0.350 Oh Pekerja @ #REF! #REF!0.150 Oh Tukang Batu @ #REF! #REF!0.015 Oh Kepala Tukang @ #REF! #REF!0.017 Oh Mandor @ #REF! #REF!
#REF!
S 1919.1 Bahan
12.500 Bh Hollow Block (HB : 15) @ #REF! #REF!10.450 Kg Semen Portland @ #REF! #REF!
0.038 Pasir Pasang @ #REF! #REF!1.950 Kg Besi Beton Polos @ #REF! #REF!
19.2 Tenaga0.320 Oh Pekerja @ #REF! #REF!0.120 Oh Tukang Batu @ #REF! #REF!0.012 Oh Kepala Tukang @ #REF! #REF!0.015 Oh Mandor @ #REF! #REF!
#REF!
T 2020.1 Bahan
12.500 Bh Hollow Block (HB : 10) @ #REF! #REF!7.500 Kg Semen Portland @ #REF! #REF!
0.027 Pasir Pasang @ #REF! #REF!1.950 Kg Besi Beton Polos @ #REF! #REF!
20.2 Tenaga0.320 Oh Pekerja @ #REF! #REF!0.100 Oh Tukang Batu @ #REF! #REF!0.010 Oh Kepala Tukang @ #REF! #REF!0.015 Oh Mandor @ #REF! #REF!
#REF!
U 2121.1 Bahan
12.500 Bh Concrete Block (CB : 20) @ #REF! #REF!14.050 Kg Semen Portland @ #REF! #REF!
0.004 Pasir Beton @ #REF! #REF!
0.042 Pasir Pasang @ #REF! #REF!3.870 Kg Besi Beton Polos @ #REF! #REF!0.006 Kg Paku Biasa 2" - 5" @ #REF! #REF!0.001 Kg Kayu Terentang @ #REF! #REF!0.030 Kg Kawat Beton @ #REF! #REF!0.005 Kg Koral Beton @ #REF! #REF!
21.2 Tenaga0.370 Oh Pekerja @ #REF! #REF!0.157 Oh Tukang Batu @ #REF! #REF!0.007 Oh Tukang Besi @ #REF! #REF!0.016 Oh Kepala Tukang @ #REF! #REF!0.019 Oh Mandor @ #REF! #REF!
#REF!
V 2222.1 Bahan
12.500 Bh Concrete Block (CB : 15) @ #REF! #REF!10.460 Kg Semen Portland @ #REF! #REF!
0.003 Pasir Beton @ #REF! #REF!
0.032 Pasir Pasang @ #REF! #REF!0.870 Kg Besi Beton Polos @ #REF! #REF!0.004 Kg Paku Biasa 2" - 5" @ #REF! #REF!0.001 Kg Kayu Terentang @ #REF! #REF!0.020 Kg Kawat Beton @ #REF! #REF!0.004 Kg Koral Beton @ #REF! #REF!
22.2 Tenaga0.340 Oh Pekerja @ #REF! #REF!
M3
1 M2 Pasangan Dinding Hollowblock (HB : 15)
M3
1 M2 Pasangan Dinding Hollowblock (HB : 10)
M3
1 M2 Pasangan Dinding Conblock (HB : 20)
M3
M3
1 M2 Pasangan Dinding Conblock (HB : 15)
M3
M3
0.130 Oh Tukang Batu @ #REF! #REF!0.007 Oh Tukang Besi @ #REF! #REF!0.014 Oh Kepala Tukang @ #REF! #REF!0.017 Oh Mandor @ #REF! #REF!
#REF!
W 2323.1 Bahan
12.500 Bh Concrete Block (CB : 10) @ #REF! #REF!7.200 Kg Semen Portland @ #REF! #REF!
0.002 Pasir Beton @ #REF! #REF!
0.021 Pasir Pasang @ #REF! #REF!2.540 Kg Besi Beton Polos @ #REF! #REF!0.003 Kg Paku Biasa 2" - 5" @ #REF! #REF!0.001 Kg Kayu Terentang @ #REF! #REF!0.015 Kg Kawat Beton @ #REF! #REF!0.003 Kg Koral Beton @ #REF! #REF!
23.2 Tenaga0.340 Oh Pekerja @ #REF! #REF!0.107 Oh Tukang Batu @ #REF! #REF!0.007 Oh Tukang Besi @ #REF! #REF!0.011 Oh Kepala Tukang @ #REF! #REF!0.017 Oh Mandor @ #REF! #REF!
#REF!
X 2424.1 Bahan
2.500 Bh Bondbeam 40 x 20 x 20 cm @ #REF! #REF!5.100 Kg Semen Portland @ #REF! #REF!
0.080 Pasir Beton @ #REF! #REF!1.500 Kg Besi Beton Polos @ #REF! #REF!
0.150 Koral Beton @ #REF! #REF!24.2 Tenaga
0.100 Oh Pekerja @ #REF! #REF!0.030 Oh Tukang Batu @ #REF! #REF!0.030 Oh Tukang Besi @ #REF! #REF!0.006 Oh Kepala Tukang @ #REF! #REF!0.005 Oh Mandor @ #REF! #REF!
#REF!
Y 2525.1 Bahan
36.000 Bh Rosster/Terawang @ #REF! #REF!12.800 Kg Semen Portland @ #REF! #REF!
0.035 Pasir Pasang @ #REF! #REF!25.2 Tenaga
0.300 Oh Pekerja @ #REF! #REF!0.100 Oh Tukang Batu @ #REF! #REF!0.010 Oh Kepala Tukang @ #REF! #REF!0.015 Oh Mandor @ #REF! #REF!
#REF!
Z 2626.1 Bahan
80.000 Bh Bata Berongga @ #REF! #REF!23.650 Kg Semen Portland @ #REF! #REF!
0.570 Pasir Pasang @ #REF! #REF!26.2 Tenaga
0.320 Oh Pekerja @ #REF! #REF!0.150 Oh Tukang Batu @ #REF! #REF!0.015 Oh Kepala Tukang @ #REF! #REF!0.015 Oh Mandor @ #REF! #REF!
#REF!
AB 2727.1 Bahan
1.500 Bilik Bambu @ #REF! #REF!
0.014 Kayu 5/7 @ #REF! #REF!0.012 Kg Paku @ #REF! #REF!
0.003 List Kayu 2/4 @ #REF! #REF!27.2 Tenaga
1 M2 Pasangan Dinding Conblock (HB : 10)
M3
M3
1 M2 Pasangan Dinding Latai
M3
M3
1 M2 Pasang Dinding Rooster/Terawang (12 x 11 x 24) cm
M3
1 M2 Pasang Bata Berongga (5 x 11 x 24) cm
M3
1 M2 Pasang Dinding Anyaman Bambu, Rangka Kayu
M2
M3
M3
0.100 Oh Pekerja @ #REF! #REF!0.050 Oh Tukang Batu @ #REF! #REF!0.005 Oh Kepala Tukang @ #REF! #REF!0.002 Oh Mandor @ #REF! #REF!
#REF!
ANALISA BIAYA KONSTRUKSI (ABK)BANGUNAN GEDUNG DAN PERUMAHAN
PEKERJAAN PLESTERAN
A 11.1 Bahan
12.920 Kg Semen Portland @ #REF! #REF!
0.013 Pasir Pasang @ #REF! #REF!1.2 Tenaga
0.200 Oh Pekerja @ #REF! #REF!0.150 Oh Tukang Batu @ #REF! #REF!0.015 Oh Kepala Tukang @ #REF! #REF!0.010 Oh Mandor @ #REF! #REF!
#REF!
B 22.1 Bahan
8.520 Kg Semen Portland @ #REF! #REF!
0.017 Pasir Pasang @ #REF! #REF!2.2 Tenaga
0.200 Oh Pekerja @ #REF! #REF!0.150 Oh Tukang Batu @ #REF! #REF!0.015 Oh Kepala Tukang @ #REF! #REF!0.010 Oh Mandor @ #REF! #REF!
#REF!
C 33.1 Bahan
6.480 Kg Semen Portland @ #REF! #REF!
0.019 Pasir Pasang @ #REF! #REF!3.2 Tenaga
0.200 Oh Pekerja @ #REF! #REF!0.150 Oh Tukang Batu @ #REF! #REF!0.015 Oh Kepala Tukang @ #REF! #REF!0.010 Oh Mandor @ #REF! #REF!
#REF!
D 44.1 Bahan
5.200 Kg Semen Portland @ #REF! #REF!
0.020 Pasir Pasang @ #REF! #REF!4.2 Tenaga
0.200 Oh Pekerja @ #REF! #REF!0.150 Oh Tukang Batu @ #REF! #REF!0.015 Oh Kepala Tukang @ #REF! #REF!0.010 Oh Mandor @ #REF! #REF!
#REF!
E 55.1 Bahan
4.320 Kg Semen Portland @ #REF! #REF!
0.022 Pasir Pasang @ #REF! #REF!5.2 Tenaga
0.200 Oh Pekerja @ #REF! #REF!0.150 Oh Tukang Batu @ #REF! #REF!0.015 Oh Kepala Tukang @ #REF! #REF!0.010 Oh Mandor @ #REF! #REF!
#REF!
F 66.1 Bahan
3.680 Kg Semen Portland @ #REF! #REF!
0.023 Pasir Pasang @ #REF! #REF!6.2 Tenaga
0.200 Oh Pekerja @ #REF! #REF!0.150 Oh Tukang Batu @ #REF! #REF!0.015 Oh Kepala Tukang @ #REF! #REF!0.010 Oh Mandor @ #REF! #REF!
#REF!
G 7
1 M2 Plesteran 1 Pc : 1 Ps Tebal 15 mm
M3
1 M2 Plesteran 1 Pc : 2 Ps Tebal 15 mm
M3
1 M2 Plesteran 1 Pc : 3 Ps Tebal 15 mm
M3
1 M2 Plesteran 1 Pc : 4 Ps Tebal 15 mm
M3
1 M2 Plesteran 1 Pc : 5 Ps Tebal 15 mm
M3
1 M2 Plesteran 1 Pc : 6 Ps Tebal 15 mm
M3
1 M2 Plesteran 1 Pc : 8 Ps Tebal 15 mm
7.1 Bahan2.880 Kg Semen Portland @ #REF! #REF!
0.024 Pasir Pasang @ #REF! #REF!7.2 Tenaga
0.200 Oh Pekerja @ #REF! #REF!0.150 Oh Tukang Batu @ #REF! #REF!0.015 Oh Kepala Tukang @ #REF! #REF!0.010 Oh Mandor @ #REF! #REF!
#REF!
H 88.1 Bahan
5.760 Kg Semen Portland @ #REF! #REF!
0.003 Kapur Padam @ #REF! #REF!
0.013 Pasir Pasang @ #REF! #REF!8.2 Tenaga
0.200 Oh Pekerja @ #REF! #REF!0.150 Oh Tukang Batu @ #REF! #REF!0.015 Oh Kepala Tukang @ #REF! #REF!0.010 Oh Mandor @ #REF! #REF!
#REF!
I 99.1 Bahan
1.840 Kg Semen Portland @ #REF! #REF!
0.006 Kapur Padam @ #REF! #REF!
0.014 Pasir Pasang @ #REF! #REF!9.2 Tenaga
0.200 Oh Pekerja @ #REF! #REF!0.150 Oh Tukang Batu @ #REF! #REF!0.015 Oh Kepala Tukang @ #REF! #REF!0.010 Oh Mandor @ #REF! #REF!
#REF!
J 1010.1 Bahan
3.000 Kg Semen Portland @ #REF! #REF!
0.005 Kapur Padam @ #REF! #REF!
0.019 Pasir Pasang @ #REF! #REF!10.2 Tenaga
0.200 Oh Pekerja @ #REF! #REF!0.150 Oh Tukang Batu @ #REF! #REF!0.015 Oh Kepala Tukang @ #REF! #REF!0.010 Oh Mandor @ #REF! #REF!
#REF!
K 1111.1 Bahan
0.009 Semen Merah @ #REF! #REF!
0.009 Kapur Padam @ #REF! #REF!
0.009 Pasir Pasang @ #REF! #REF!11.2 Tenaga
0.200 Oh Pekerja @ #REF! #REF!0.150 Oh Tukang Batu @ #REF! #REF!0.015 Oh Kepala Tukang @ #REF! #REF!0.010 Oh Mandor @ #REF! #REF!
#REF!
L 1212.1 Bahan
0.007 Semen Merah @ #REF! #REF!
0.007 Kapur Padam @ #REF! #REF!
0.015 Pasir Pasang @ #REF! #REF!12.2 Tenaga
0.200 Oh Pekerja @ #REF! #REF!0.150 Oh Tukang Batu @ #REF! #REF!0.015 Oh Kepala Tukang @ #REF! #REF!0.010 Oh Mandor @ #REF! #REF!
#REF!
M 13
M3
1 M2 Plesteran 1 Pc : 0.5 Kp : 3 Ps Tebal 15 mm
M3
M3
1 M2 Plesteran 1 Pc : 3Kp : 10 Ps Tebal 15 mm
M3
M3
1 M2 Plesteran 0.5 Pc : 1 Kp : 4 Ps, Tebal 15 mm
M3
M3
1 M2 Plesteran 1 Kp : 1 Sm : 1 Ps, Tebal 15 mm
M3
M3
M3
1 M2 Plesteran 1 Kp : 1 Sm : 2 Ps, Tebal 15 mm
M3
M3
M3
1 M2 Plesteran 1 Pc : 2 Ps, Tebal 20 mm
13.1 Bahan14.280 Kg Semen Portland @ #REF! #REF!
0.023 Pasir Pasang @ #REF! #REF!13.2 Tenaga
0.250 Oh Pekerja @ #REF! #REF!0.200 Oh Tukang Batu @ #REF! #REF!0.020 Oh Kepala Tukang @ #REF! #REF!0.013 Oh Mandor @ #REF! #REF!
#REF!
N 1414.1 Bahan
10.800 Kg Semen Portland @ #REF! #REF!
0.026 Pasir Pasang @ #REF! #REF!14.2 Tenaga
0.250 Oh Pekerja @ #REF! #REF!0.200 Oh Tukang Batu @ #REF! #REF!0.020 Oh Kepala Tukang @ #REF! #REF!0.013 Oh Mandor @ #REF! #REF!
#REF!
O 1515.1 Bahan
8.680 Kg Semen Portland @ #REF! #REF!
0.028 Pasir Pasang @ #REF! #REF!15.2 Tenaga
0.250 Oh Pekerja @ #REF! #REF!0.200 Oh Tukang Batu @ #REF! #REF!0.020 Oh Kepala Tukang @ #REF! #REF!0.013 Oh Mandor @ #REF! #REF!
#REF!
P 1616.1 Bahan
7.290 Kg Semen Portland @ #REF! #REF!
0.028 Pasir Pasang @ #REF! #REF!16.2 Tenaga
0.250 Oh Pekerja @ #REF! #REF!0.200 Oh Tukang Batu @ #REF! #REF!0.020 Oh Kepala Tukang @ #REF! #REF!0.013 Oh Mandor @ #REF! #REF!
#REF!
Q 1717.1 Bahan
6.240 Kg Semen Portland @ #REF! #REF!
0.030 Pasir Pasang @ #REF! #REF!17.2 Tenaga
0.250 Oh Pekerja @ #REF! #REF!0.200 Oh Tukang Batu @ #REF! #REF!0.020 Oh Kepala Tukang @ #REF! #REF!0.013 Oh Mandor @ #REF! #REF!
#REF!
R 1818.1 Bahan
0.009 Semen Merah @ #REF! #REF!
0.009 Kapur Padam @ #REF! #REF!
0.018 Pasir Pasang @ #REF! #REF!18.2 Tenaga
0.250 Oh Pekerja @ #REF! #REF!0.200 Oh Tukang Batu @ #REF! #REF!0.020 Oh Kepala Tukang @ #REF! #REF!0.013 Oh Mandor @ #REF! #REF!
#REF!
S 1919.1 Bahan
15.500 Kg Semen Portland @ #REF! #REF!
0.013 Pasir Pasang @ #REF! #REF!19.2 Tenaga
M3
1 M2 Plesteran 1 Pc : 3 Ps Tebal 20 mm
M3
1 M2 Plesteran 1 Pc : 4 Ps Tebal 20 mm
M3
1 M2 Plesteran 1 Pc : 5 Ps Tebal 20 mm
M3
1 M2 Plesteran 1 Pc : 6 Ps Tebal 20 mm
M3
1 M2 Plesteran 1 Kp : 1 Sm : 2 Ps, Tebal 20 mm
M3
M3
M3
1 M2 Plesteran 1 Pc : 2 Ps, Tebal 25 mm
M3
0.300 Oh Pekerja @ #REF! #REF!0.200 Oh Tukang Batu @ #REF! #REF!0.020 Oh Kepala Tukang @ #REF! #REF!0.013 Oh Mandor @ #REF! #REF!
#REF!
T 2020.1 Bahan
11.750 Kg Semen Portland @ #REF! #REF!
0.035 Pasir Pasang @ #REF! #REF!20.2 Tenaga
0.300 Oh Pekerja @ #REF! #REF!0.200 Oh Tukang Batu @ #REF! #REF!0.020 Oh Kepala Tukang @ #REF! #REF!0.013 Oh Mandor @ #REF! #REF!
#REF!
U 2121.1 Bahan
9.480 Kg Semen Portland @ #REF! #REF!
0.038 Pasir Pasang @ #REF! #REF!21.2 Tenaga
0.300 Oh Pekerja @ #REF! #REF!0.200 Oh Tukang Batu @ #REF! #REF!0.020 Oh Kepala Tukang @ #REF! #REF!0.013 Oh Mandor @ #REF! #REF!
#REF!
V 2222.1 Bahan
7.940 Kg Semen Portland @ #REF! #REF!
0.039 Pasir Pasang @ #REF! #REF!22.2 Tenaga
0.300 Oh Pekerja @ #REF! #REF!0.200 Oh Tukang Batu @ #REF! #REF!0.020 Oh Kepala Tukang @ #REF! #REF!0.013 Oh Mandor @ #REF! #REF!
#REF!
W 2323.1 Bahan
18.650 Kg Semen Portland @ #REF! #REF!
0.035 Pasir Pasang @ #REF! #REF!23.2 Tenaga
0.320 Oh Pekerja @ #REF! #REF!0.250 Oh Tukang Batu @ #REF! #REF!0.025 Oh Kepala Tukang @ #REF! #REF!0.015 Oh Mandor @ #REF! #REF!
#REF!
X 2424.1 Bahan
14.150 Kg Semen Portland @ #REF! #REF!
0.039 Pasir Pasang @ #REF! #REF!24.2 Tenaga
0.320 Oh Pekerja @ #REF! #REF!0.250 Oh Tukang Batu @ #REF! #REF!0.025 Oh Kepala Tukang @ #REF! #REF!0.015 Oh Mandor @ #REF! #REF!
#REF!
Y 2525.1 Bahan
11.380 Kg Semen Portland @ #REF! #REF!
0.042 Pasir Pasang @ #REF! #REF!25.2 Tenaga
0.320 Oh Pekerja @ #REF! #REF!0.250 Oh Tukang Batu @ #REF! #REF!0.025 Oh Kepala Tukang @ #REF! #REF!0.015 Oh Mandor @ #REF! #REF!
#REF!
Z 26
1 M2 Plesteran 1 Pc : 3 Ps, Tebal 25 mm
M3
1 M2 Plesteran 1 Pc : 4 Ps, Tebal 25 mm
M3
1 M2 Plesteran 1 Pc : 5 Ps, Tebal 25 mm
M3
1 M2 Plesteran 1 Pc : 2 Ps, Tebal 30 mm
M3
1 M2 Plesteran 1 Pc : 3 Ps, Tebal 30 mm
M3
1 M2 Plesteran 1 Pc : 4 Ps, Tebal 30 mm
M3
1 M2 Plesteran 1 Pc : 5 Ps, Tebal 30 mm
26.1 Bahan8.190 Kg Semen Portland @ #REF! #REF!
0.045 Pasir Pasang @ #REF! #REF!26.2 Tenaga
0.320 Oh Pekerja @ #REF! #REF!0.250 Oh Tukang Batu @ #REF! #REF!0.025 Oh Kepala Tukang @ #REF! #REF!0.015 Oh Mandor @ #REF! #REF!
#REF!
AA 2727.1 Bahan
7.070 Kg Semen Portland @ #REF! #REF!
0.021 Pasir Pasang @ #REF! #REF!27.2 Tenaga
0.150 Oh Pekerja @ #REF! #REF!0.070 Oh Tukang Batu @ #REF! #REF!0.007 Oh Kepala Tukang @ #REF! #REF!0.008 Oh Mandor @ #REF! #REF!
#REF!
AB 2828.1 Bahan
5.670 Kg Semen Portland @ #REF! #REF!
0.023 Pasir Pasang @ #REF! #REF!28.2 Tenaga
0.150 Oh Pekerja @ #REF! #REF!0.070 Oh Tukang Batu @ #REF! #REF!0.007 Oh Kepala Tukang @ #REF! #REF!0.008 Oh Mandor @ #REF! #REF!
#REF!
AC 2929.1 Bahan
9.300 Kg Semen Portland @ #REF! #REF!
0.018 Pasir Pasang @ #REF! #REF!29.2 Tenaga
0.260 Oh Pekerja @ #REF! #REF!0.200 Oh Tukang Batu @ #REF! #REF!0.020 Oh Kepala Tukang @ #REF! #REF!0.013 Oh Mandor @ #REF! #REF!
#REF!
AD 3030.1 Bahan
7.070 Kg Semen Portland @ #REF! #REF!
0.021 Pasir Pasang @ #REF! #REF!30.2 Tenaga
0.260 Oh Pekerja @ #REF! #REF!0.200 Oh Tukang Batu @ #REF! #REF!0.020 Oh Kepala Tukang @ #REF! #REF!0.013 Oh Mandor @ #REF! #REF!
#REF!
AE 3131.1 Bahan
0.500 Kg Semen Portland @ #REF! #REF!
0.002 Pasir Pasang @ #REF! #REF!31.2 Tenaga
0.057 Oh Pekerja @ #REF! #REF!0.038 Oh Tukang Batu @ #REF! #REF!0.038 Oh Kepala Tukang @ #REF! #REF!0.002 Oh Mandor @ #REF! #REF!
#REF!
AF 3232.1 Bahan
0.144 Kg PC Warna @ #REF! #REF!15.000 Kg Batu Granito @ #REF! #REF!
32.2 Tenaga0.050 Oh Pekerja @ #REF! #REF!0.020 Oh Tukang Batu @ #REF! #REF!
M3
1 M2 Berapen 1 Pc : 3 Ps, Tebal 30 mm
M3
1 M2 Berapen 1 Pc : 5 Ps, Tebal 15 mm
M3
1 M2 Plesteran Beton 1 Pc : 2 Ps, Tebal 15 mm
M3
1 M2 Plesteran Beton 1 Pc : 3 Ps, Tebal 15 mm
M3
1 M2 Plesteran Skoning 1 Pc : 2 Ps
M3
1 M2 Plesteran Granito 1 Pc Warna : 2 Granito, Tebal 10 mm
0.002 Oh Kepala Tukang @ #REF! #REF!0.005 Oh Mandor @ #REF! #REF!
#REF!
AG 3333.1 Bahan
0.440 Kg PC Warna @ #REF! #REF!11.500 Kg Batu Teraso @ #REF! #REF!
33.2 Tenaga0.450 Oh Pekerja @ #REF! #REF!0.200 Oh Tukang Batu @ #REF! #REF!0.020 Oh Kepala Tukang @ #REF! #REF!0.025 Oh Mandor @ #REF! #REF!
#REF!
AH 3434.1 Bahan
4.320 Kg Semen Portland @ #REF! #REF!
0.016 Pasir Pasang @ #REF! #REF!34.2 Tenaga
0.250 Oh Pekerja @ #REF! #REF!0.100 Oh Tukang Batu @ #REF! #REF!0.010 Oh Kepala Tukang @ #REF! #REF!0.015 Oh Mandor @ #REF! #REF!
#REF!
AI 3535.1 Bahan
4.320 Kg Semen Portland @ #REF! #REF!
0.016 Pasir Pasang @ #REF! #REF!35.2 Tenaga
0.150 Oh Pekerja @ #REF! #REF!0.070 Oh Tukang Batu @ #REF! #REF!0.007 Oh Kepala Tukang @ #REF! #REF!0.008 Oh Mandor @ #REF! #REF!
#REF!
AJ 3636.1 Bahan
0.500 Kg Semen Portland @ #REF! #REF!2.900 Kg Batacote @ #REF! #REF!
0.006 Pasir Pasang @ #REF! #REF!36.2 Tenaga
0.300 Oh Pekerja @ #REF! #REF!0.200 Oh Tukang Batu @ #REF! #REF!0.020 Oh Kepala Tukang @ #REF! #REF!0.015 Oh Mandor @ #REF! #REF!
#REF!
1 M2 Plesteran Teraso, 1 Pc Warna : 2 Batu Teraso, Tebal 10 mm
1 M2 Plesteran Ciprat 1 Pc : 2 Ps
M3
1 M2 Plesteran Siar Adukan 1 Pc : 2 Ps
M3
1 M2 Plesteran Waterproof Batacote 3 Lapis
M3
ANALISA BIAYA KONSTRUKSI (ABK)BANGUNAN GEDUNG DAN PERUMAHAN
PEKERJAAN KAYU
A 11.1 Bahan
1.100 Kayu Jati, Balok @ #REF! #REF!1.2 Tenaga
6.000 Oh Pekerja @ #REF! #REF!20.000 Oh Tukang Kayu @ #REF! #REF!2.000 Oh Kepala Tukang @ #REF! #REF!0.300 Oh Mandor @ #REF! #REF!
#REF!
B 22.1 Bahan
1.200 Kayu Kamper, Balok @ #REF! #REF!2.2 Tenaga
6.000 Oh Pekerja @ #REF! #REF!18.000 Oh Tukang Kayu @ #REF! #REF!2.000 Oh Kepala Tukang @ #REF! #REF!0.300 Oh Mandor @ #REF! #REF!
#REF!
C 33.1 Bahan
1.200 Kayu Kamper, Balok @ #REF! #REF!3.2 Tenaga
6.000 Oh Pekerja @ #REF! #REF!18.000 Oh Tukang Kayu @ #REF! #REF!2.000 Oh Kepala Tukang @ #REF! #REF!0.300 Oh Mandor @ #REF! #REF!
#REF!
D 44.1 Bahan
1.200 Kayu Damar Laut, Balok @ #REF! #REF!4.2 Tenaga
6.000 Oh Pekerja @ #REF! #REF!18.000 Oh Tukang Kayu @ #REF! #REF!2.000 Oh Kepala Tukang @ #REF! #REF!0.300 Oh Mandor @ #REF! #REF!
#REF!
E 55.1 Bahan
0.036 Kayu Kamper, Papan @ #REF! #REF!0.050 Kg Paku Biasa 2" - 5" @ #REF! #REF!
5.2 Tenaga0.350 Oh Pekerja @ #REF! #REF!1.050 Oh Tukang Kayu @ #REF! #REF!0.105 Oh Kepala Tukang @ #REF! #REF!0.018 Oh Mandor @ #REF! #REF!
#REF!
F 66.1 Bahan
0.036 Kayu Borneo, Papan @ #REF! #REF!0.050 Kg Paku Biasa 2" - 5" @ #REF! #REF!
6.2 Tenaga0.350 Oh Pekerja @ #REF! #REF!1.050 Oh Tukang Kayu @ #REF! #REF!0.105 Oh Kepala Tukang @ #REF! #REF!0.018 Oh Mandor @ #REF! #REF!
#REF!
G 77.1 Bahan
0.040 Kayu Jati, Papan @ #REF! #REF!7.2 Tenaga
1.000 Oh Pekerja @ #REF! #REF!
1 M3 Pasang Kusen Pintu dan Jendela Kayu Jati
M3
1 M3 Pasang Kusen Pintu dan Jendela Kayu Kamper
M3
1 M3 Pasang Kusen Pintu dan Jendela Kayu Borneo
M3
1 M3 Pasang Kusen Pintu dan Jendela Kayu Damar Laut
M3
1 M2 Pasang Pintu Klamp Kayu Kamper
M3
1 M2 Pasang Pintu Klamp Kayu Borneo
M3
1 M2 Pasang Pintu Panel Kayu Jati
M3
2.500 Oh Tukang Kayu @ #REF! #REF!0.250 Oh Kepala Tukang @ #REF! #REF!0.050 Oh Mandor @ #REF! #REF!
#REF!
H 88.1 Bahan
0.040 Kayu Kamper, Papan @ #REF! #REF!8.2 Tenaga
1.000 Oh Pekerja @ #REF! #REF!2.500 Oh Tukang Kayu @ #REF! #REF!0.250 Oh Kepala Tukang @ #REF! #REF!0.050 Oh Mandor @ #REF! #REF!
#REF!
I 99.1 Bahan
0.035 Kayu Jati, Papan @ #REF! #REF!9.2 Tenaga
0.800 Oh Pekerja @ #REF! #REF!2.000 Oh Tukang Kayu @ #REF! #REF!0.200 Oh Kepala Tukang @ #REF! #REF!0.040 Oh Mandor @ #REF! #REF!
#REF!
J 1010.1 Bahan
0.035 Kayu Kamper, Papan @ #REF! #REF!10.2 Tenaga
0.800 Oh Pekerja @ #REF! #REF!2.000 Oh Tukang Kayu @ #REF! #REF!0.200 Oh Kepala Tukang @ #REF! #REF!0.040 Oh Mandor @ #REF! #REF!
#REF!
K 1111.1 Bahan
0.035 Kayu Borneo, Papan @ #REF! #REF!11.2 Tenaga
0.800 Oh Pekerja @ #REF! #REF!2.000 Oh Tukang Kayu @ #REF! #REF!0.200 Oh Kepala Tukang @ #REF! #REF!0.040 Oh Mandor @ #REF! #REF!
#REF!
L 1212.1 Bahan
0.064 Kayu Jati, Papan @ #REF! #REF!12.2 Tenaga
1.000 Oh Pekerja @ #REF! #REF!3.000 Oh Tukang Kayu @ #REF! #REF!0.300 Oh Kepala Tukang @ #REF! #REF!0.300 Oh Mandor @ #REF! #REF!
#REF!
M 1313.1 Bahan
0.064 Kayu Kamper, Papan @ #REF! #REF!13.2 Tenaga
1.000 Oh Pekerja @ #REF! #REF!3.000 Oh Tukang Kayu @ #REF! #REF!0.300 Oh Kepala Tukang @ #REF! #REF!0.300 Oh Mandor @ #REF! #REF!
#REF!
N 1414.1 Bahan
0.020 Kayu Jati, Papan @ #REF! #REF!0.030 Kg Paku Biasa 1/2" - 1" @ #REF! #REF!0.300 Lt Lem Kayu @ #REF! #REF!1.000 Lbr Plywood 4' x 3' x 4 mm @ #REF! #REF!
14.2 Tenaga0.600 Oh Pekerja @ #REF! #REF!
1 M2 Pasang Pintu Panel Kayu Kamper
M3
1 M2 Pasang Pintu dan Jendela Kaca Kayu Jati
M3
1 M2 Pasang Pintu dan Jendela Kaca Kayu Kamper
M3
1 M2 Pasang Pintu dan Jendela Kaca Kayu Borneo
M3
1 M2 Pasang Pintu dan Jendela Jalusi Kayu Jati
M3
1 M2 Pasang Pintu dan Jendela Jalusi Kayu Kamper
M3
1 M2 Pasang Pintu Plywood Rangkap, Rangka Kayu Jati
M3
2.000 Oh Tukang Kayu @ #REF! #REF!0.200 Oh Kepala Tukang @ #REF! #REF!0.030 Oh Mandor @ #REF! #REF!
#REF!
O 1515.1 Bahan
0.020 Kayu Kamper, Papan @ #REF! #REF!0.030 Kg Paku Biasa 1/2" - 1" @ #REF! #REF!0.300 Lt Lem Kayu @ #REF! #REF!1.000 Lbr Plywood 4' x 3' x 4 mm @ #REF! #REF!
15.2 Tenaga0.600 Oh Pekerja @ #REF! #REF!2.000 Oh Tukang Kayu @ #REF! #REF!0.200 Oh Kepala Tukang @ #REF! #REF!0.030 Oh Mandor @ #REF! #REF!
#REF!
P 1616.1 Bahan
0.060 Kayu Jati, Papan @ #REF! #REF!0.150 Kg Paku Biasa 1/2" - 1" @ #REF! #REF!
16.2 Tenaga0.500 Oh Pekerja @ #REF! #REF!2.000 Oh Tukang Kayu @ #REF! #REF!0.200 Oh Kepala Tukang @ #REF! #REF!0.025 Oh Mandor @ #REF! #REF!
#REF!
Q 1717.1 Bahan
0.060 Kayu Kamper, Papan @ #REF! #REF!0.150 Kg Paku Biasa 1/2" - 1" @ #REF! #REF!
17.2 Tenaga0.500 Oh Pekerja @ #REF! #REF!2.000 Oh Tukang Kayu @ #REF! #REF!0.200 Oh Kepala Tukang @ #REF! #REF!0.025 Oh Mandor @ #REF! #REF!
#REF!
R 1818.1 Bahan
0.020 Kayu Borneo, Papan @ #REF! #REF!0.030 Kg Paku Biasa 1/2" - 1" @ #REF! #REF!0.300 Lt Lem Kayu @ #REF! #REF!1.000 Lbr Plywood 4' x 3' x 4 mm @ #REF! #REF!
18.2 Tenaga0.600 Oh Pekerja @ #REF! #REF!2.000 Oh Tukang Kayu @ #REF! #REF!0.200 Oh Kepala Tukang @ #REF! #REF!0.030 Oh Mandor @ #REF! #REF!
#REF!
S 1919.1 Bahan
0.020 Kayu Jati, Papan @ #REF! #REF!0.300 Kg Paku Biasa 1/2" - 1" @ #REF! #REF!0.300 Lt Lem Kayu @ #REF! #REF!1.000 Lbr Teakwood 4' x 8' x 4 mm @ #REF! #REF!
19.2 Tenaga0.600 Oh Pekerja @ #REF! #REF!2.000 Oh Tukang Kayu @ #REF! #REF!0.200 Oh Kepala Tukang @ #REF! #REF!0.030 Oh Mandor @ #REF! #REF!
#REF!
T 2020.1 Bahan
0.020 Kayu Kamper, Papan @ #REF! #REF!0.300 Kg Paku Biasa 1/2" - 1" @ #REF! #REF!0.300 Lt Lem Kayu @ #REF! #REF!1.000 Lbr Teakwood 4' x 8' x 4 mm @ #REF! #REF!
1 M2 Pasang Pintu Plywood Rangkap, Rangka Kayu Kamper
M3
1 M2 Pasang Jalusi Mati Kusen Kayu Jati
M3
1 M2 Pasang Jalusi Mati Kusen Kayu Kamper
M3
1 M2 Pasang Pintu Plywood Rangkap, Rangka Kayu Borneo
M3
1 M2 Pasang Pintu Teakwood Rangkap, Rangka Kayu Jati
M3
1 M2 Pasang Pintu Teakwood Rangkap, Rangka Kayu Kamper
M3
20.2 Tenaga0.600 Oh Pekerja @ #REF! #REF!2.000 Oh Tukang Kayu @ #REF! #REF!0.200 Oh Kepala Tukang @ #REF! #REF!0.030 Oh Mandor @ #REF! #REF!
#REF!
U 2121.1 Bahan
0.020 Kayu Jati, Papan @ #REF! #REF!0.300 Kg Paku Biasa 1/2" - 1" @ #REF! #REF!0.800 Lt Lem Kayu @ #REF! #REF!1.000 Lbr Plywood 4' x 8' x 4 mm @ #REF! #REF!0.500 Lbr Formika @ #REF! #REF!
21.2 Tenaga0.800 Oh Pekerja @ #REF! #REF!2.500 Oh Tukang Kayu @ #REF! #REF!0.250 Oh Kepala Tukang @ #REF! #REF!0.040 Oh Mandor @ #REF! #REF!
#REF!
V 2222.1 Bahan
0.020 Kayu Kamper, Papan @ #REF! #REF!0.300 Kg Paku Biasa 1/2" - 1" @ #REF! #REF!0.800 Lt Lem Kayu @ #REF! #REF!1.000 Lbr Plywood 4' x 8' x 4 mm @ #REF! #REF!0.500 Lbr Formika 4' x 3' @ #REF! #REF!
22.2 Tenaga0.800 Oh Pekerja @ #REF! #REF!2.500 Oh Tukang Kayu @ #REF! #REF!0.250 Oh Kepala Tukang @ #REF! #REF!0.040 Oh Mandor @ #REF! #REF!
#REF!
W 2323.1 Bahan
0.020 Kayu Jati, Papan @ #REF! #REF!0.300 Kg Paku Biasa 1/2" - 1" @ #REF! #REF!0.800 Lt Lem Kayu @ #REF! #REF!0.500 Lbr Teakwood 4' x 8' x 4 mm @ #REF! #REF!0.500 Lbr Formika 4' x 3' @ #REF! #REF!
23.2 Tenaga0.800 Oh Pekerja @ #REF! #REF!2.500 Oh Tukang Kayu @ #REF! #REF!0.250 Oh Kepala Tukang @ #REF! #REF!0.040 Oh Mandor @ #REF! #REF!
#REF!
X 2424.1 Bahan
0.020 Kayu Kamper, Papan @ #REF! #REF!0.300 Kg Paku Biasa 1/2" - 1" @ #REF! #REF!0.800 Lt Lem Kayu @ #REF! #REF!0.500 Lbr Teakwood 4' x 8' x 4 mm @ #REF! #REF!0.500 Lt Vernis @ #REF! #REF!0.500 Lbr Formika 4' x 3' @ #REF! #REF!
24.2 Tenaga0.800 Oh Pekerja @ #REF! #REF!2.500 Oh Tukang Kayu @ #REF! #REF!0.250 Oh Kepala Tukang @ #REF! #REF!0.040 Oh Mandor @ #REF! #REF!
#REF!
Y 2525.1 Bahan
0.020 Kayu Jati, Papan @ #REF! #REF!0.300 Kg Paku Biasa 1/2" - 1" @ #REF! #REF!1.200 Lt Lem Kayu @ #REF! #REF!1.000 Lbr Plywood 4' x 8' x 4 mm @ #REF! #REF!1.000 Lbr Formika 4' x 3' @ #REF! #REF!
1 M2 Pasang Pintu Plywood dan Formika, Rangka Kayu Jati
M3
1 M2 Pasang Pintu Plywood dan Formika, Rangka Kayu Kamper
M3
1 M2 Pasang Pintu Teakwood dan Formika, Rangka Kayu Jati
M3
1 M2 Pasang Pintu Teakwood dan Formika, Rangka Kayu Kamper
M3
1 M2 Pasang Pintu Formika Double, Rangka Kayu Jati
M3
25.2 Tenaga1.000 Oh Pekerja @ #REF! #REF!2.600 Oh Tukang Kayu @ #REF! #REF!0.260 Oh Kepala Tukang @ #REF! #REF!0.050 Oh Mandor @ #REF! #REF!
#REF!
Z 2626.1 Bahan
0.020 Kayu Kamper, Papan @ #REF! #REF!0.300 Kg Paku Biasa 1/2" - 1" @ #REF! #REF!1.200 Lt Lem Kayu @ #REF! #REF!1.000 Lbr Plywood 4' x 8' x 4 mm @ #REF! #REF!1.000 Lbr Formika 4' x 3' @ #REF! #REF!
26.2 Tenaga1.000 Oh Pekerja @ #REF! #REF!2.600 Oh Tukang Kayu @ #REF! #REF!0.260 Oh Kepala Tukang @ #REF! #REF!0.050 Oh Mandor @ #REF! #REF!
#REF!
AA 2727.1 Bahan
1.100 Kayu Jati, Balok @ #REF! #REF!15.000 Kg Besi Strip @ #REF! #REF!0.800 Kg Paku Biasa 2" - 5" @ #REF! #REF!
27.2 Tenaga4.000 Oh Pekerja @ #REF! #REF!
12.000 Oh Tukang Kayu @ #REF! #REF!1.200 Oh Kepala Tukang @ #REF! #REF!0.200 Oh Mandor @ #REF! #REF!
#REF!
AB 2828.1 Bahan
1.100 Kayu Kamper, Balok @ #REF! #REF!15.000 Kg Besi Strip @ #REF! #REF!0.800 Kg Paku Biasa 2" - 5" @ #REF! #REF!
28.2 Tenaga4.000 Oh Pekerja @ #REF! #REF!
12.000 Oh Tukang Kayu @ #REF! #REF!1.200 Oh Kepala Tukang @ #REF! #REF!0.200 Oh Mandor @ #REF! #REF!
#REF!
AC 2929.1 Bahan
1.100 Kayu Borneo, Balok @ #REF! #REF!15.000 Kg Besi Strip @ #REF! #REF!0.800 Kg Paku Biasa 2" - 5" @ #REF! #REF!
29.2 Tenaga4.000 Oh Pekerja @ #REF! #REF!
12.000 Oh Tukang Kayu @ #REF! #REF!1.200 Oh Kepala Tukang @ #REF! #REF!0.200 Oh Mandor @ #REF! #REF!
#REF!
AD 3030.1 Bahan
1.100 Kayu Kruing, Balok @ #REF! #REF!15.000 Kg Besi Strip @ #REF! #REF!0.800 Kg Paku Biasa 2" - 5" @ #REF! #REF!
30.2 Tenaga4.000 Oh Pekerja @ #REF! #REF!
12.000 Oh Tukang Kayu @ #REF! #REF!1.200 Oh Kepala Tukang @ #REF! #REF!0.200 Oh Mandor @ #REF! #REF!
#REF!
AE 3131.1 Bahan
0.012 Kayu Kamper, Balok @ #REF! #REF!
1 M2 Pasang Pintu Formika Double, Rangka Kayu Kamper
M3
1 M3 Pasang Konstruksi Kuda-kuda Kayu Jati
M3
1 M3 Pasang Konstruksi Kuda-kuda Kayu Kamper
M3
1 M3 Pasang Konstruksi Kuda-kuda Kayu Borneo
M3
1 M3 Pasang Konstruksi Kuda-kuda Kayu Kruing
M3
1 M2 Pasang Kaso + Reng Kodok Kayu Kamper
M3
0.150 Kg Paku Biasa 2" - 5" @ #REF! #REF!31.2 Tenaga
0.100 Oh Pekerja @ #REF! #REF!0.100 Oh Tukang Kayu @ #REF! #REF!0.010 Oh Kepala Tukang @ #REF! #REF!0.005 Oh Mandor @ #REF! #REF!
#REF!
AF 3232.1 Bahan
0.012 Kayu Borneo, Balok @ #REF! #REF!0.150 Kg Paku Biasa 2" - 5" @ #REF! #REF!
32.2 Tenaga0.100 Oh Pekerja @ #REF! #REF!0.100 Oh Tukang Kayu @ #REF! #REF!0.010 Oh Kepala Tukang @ #REF! #REF!0.005 Oh Mandor @ #REF! #REF!
#REF!
AG 3333.1 Bahan
0.014 Kayu Jati, Balok @ #REF! #REF!0.150 Kg Paku Biasa 2" - 5" @ #REF! #REF!
33.2 Tenaga0.100 Oh Pekerja @ #REF! #REF!0.100 Oh Tukang Kayu @ #REF! #REF!0.010 Oh Kepala Tukang @ #REF! #REF!0.005 Oh Mandor @ #REF! #REF!
#REF!
AH 3434.1 Bahan
0.014 Kayu Kamper, Balok @ #REF! #REF!0.150 Kg Paku Biasa 2" - 5" @ #REF! #REF!
34.2 Tenaga0.100 Oh Pekerja @ #REF! #REF!0.100 Oh Tukang Kayu @ #REF! #REF!0.010 Oh Kepala Tukang @ #REF! #REF!0.005 Oh Mandor @ #REF! #REF!
#REF!
AI 3535.1 Bahan
0.014 Kayu Borneo, Balok @ #REF! #REF!0.150 Kg Paku Biasa 2" - 5" @ #REF! #REF!
35.2 Tenaga0.100 Oh Pekerja @ #REF! #REF!0.100 Oh Tukang Kayu @ #REF! #REF!0.010 Oh Kepala Tukang @ #REF! #REF!0.005 Oh Mandor @ #REF! #REF!
#REF!
AJ 3636.1 Bahan
0.165 Kayu Kamper, Balok @ #REF! #REF!0.200 Kg Paku Biasa 2" - 5" @ #REF! #REF!
36.2 Tenaga0.120 Oh Pekerja @ #REF! #REF!0.120 Oh Tukang Kayu @ #REF! #REF!0.012 Oh Kepala Tukang @ #REF! #REF!0.006 Oh Mandor @ #REF! #REF!
#REF!
AK 3737.1 Bahan
0.165 Kayu Borneo, Balok @ #REF! #REF!0.200 Kg Paku Biasa 2" - 5" @ #REF! #REF!
37.2 Tenaga0.120 Oh Pekerja @ #REF! #REF!0.120 Oh Tukang Kayu @ #REF! #REF!0.012 Oh Kepala Tukang @ #REF! #REF!0.006 Oh Mandor @ #REF! #REF!
1 M2 Pasang Kaso + Reng Kodok Kayu Borneo
M3
1 M2 Pasang Kaso + Reng Kodok Kayu Jati
M3
1 M2 Pasang Kaso + Reng Genteng Monier Kayu Kamper
M3
1 M2 Pasang Kaso + Reng Genteng BetonKayu Borneo
M3
1 M2 Pasang Kaso + Reng Atap Sirap Kayu Kamper
M3
1 M2 Pasang Kaso + Reng Atap Sirap Kayu Borneo
M3
#REF!
AL 3838.1 Bahan
0.012 Kayu Jati, Balok @ #REF! #REF!0.100 Kg Paku Biasa 2" - 5" @ #REF! #REF!
38.2 Tenaga0.150 Oh Pekerja @ #REF! #REF!0.250 Oh Tukang Kayu @ #REF! #REF!0.025 Oh Kepala Tukang @ #REF! #REF!0.075 Oh Mandor @ #REF! #REF!
#REF!
A M 3939.1 Bahan
0.012 Kayu Kamper, Balok @ #REF! #REF!0.100 Kg Paku Biasa 2" - 5" @ #REF! #REF!
39.2 Tenaga0.150 Oh Pekerja @ #REF! #REF!0.250 Oh Tukang Kayu @ #REF! #REF!0.025 Oh Kepala Tukang @ #REF! #REF!0.075 Oh Mandor @ #REF! #REF!
#REF!
AN 4040.1 Bahan
0.012 Kayu Borneo, Balok @ #REF! #REF!0.100 Kg Paku Biasa 2" - 5" @ #REF! #REF!
40.2 Tenaga0.150 Oh Pekerja @ #REF! #REF!0.250 Oh Tukang Kayu @ #REF! #REF!0.025 Oh Kepala Tukang @ #REF! #REF!0.075 Oh Mandor @ #REF! #REF!
#REF!
AO 4141.1 Bahan
0.023 Kayu Jati, Balok @ #REF! #REF!0.150 Kg Paku Biasa 2" - 5" @ #REF! #REF!
41.2 Tenaga0.200 Oh Pekerja @ #REF! #REF!0.300 Oh Tukang Kayu @ #REF! #REF!0.030 Oh Kepala Tukang @ #REF! #REF!0.010 Oh Mandor @ #REF! #REF!
#REF!
AP 4242.1 Bahan
0.023 Kayu Kamper, Balok @ #REF! #REF!0.150 Kg Paku Biasa 2" - 5" @ #REF! #REF!
42.2 Tenaga0.200 Oh Pekerja @ #REF! #REF!0.300 Oh Tukang Kayu @ #REF! #REF!0.030 Oh Kepala Tukang @ #REF! #REF!0.010 Oh Mandor @ #REF! #REF!
#REF!
AQ 4343.1 Bahan
0.023 Kayu Borneo, Balok @ #REF! #REF!0.150 Kg Paku Biasa 2" - 5" @ #REF! #REF!
43.2 Tenaga0.200 Oh Pekerja @ #REF! #REF!0.300 Oh Tukang Kayu @ #REF! #REF!0.030 Oh Kepala Tukang @ #REF! #REF!0.010 Oh Mandor @ #REF! #REF!
#REF!
AR 4444.1 Bahan
0.027 Kayu Jati, Balok @ #REF! #REF!0.200 Kg Paku Biasa 2" - 5" @ #REF! #REF!
44.2 Tenaga
1 M2 Pasang Rangka Langit-langit (1 x 1) m, Kayu Jati
M3
1 M2 Pasang Rangka Langit-langit (1 x 1) m, Kayu Kamper
M3
1 M2 Pasang Rangka Langit-langit (1 x 1) m, Kayu Borneo
M3
1 M2 Pasang Rangka Langit-langit (30 x 60) cm, Kayu Jati
M3
1 M2 Pasang Rangka Langit-langit (30 x 60) cm, Kayu Kamper
M3
1 M2 Pasang Rangka Langit-langit (30 x 60) cm, Kayu Borneo
M3
1 M2 Pasang Rangka Langit-langit (30 x 30) cm, Kayu Jati
M3
0.250 Oh Pekerja @ #REF! #REF!0.350 Oh Tukang Kayu @ #REF! #REF!0.035 Oh Kepala Tukang @ #REF! #REF!0.013 Oh Mandor @ #REF! #REF!
#REF!
AS 4545.1 Bahan
0.027 Kayu Kamper, Balok @ #REF! #REF!0.200 Kg Paku Biasa 2" - 5" @ #REF! #REF!
45.2 Tenaga0.250 Oh Pekerja @ #REF! #REF!0.350 Oh Tukang Kayu @ #REF! #REF!0.035 Oh Kepala Tukang @ #REF! #REF!0.013 Oh Mandor @ #REF! #REF!
#REF!
AT 4646.1 Bahan
0.027 Kayu Borneo, Balok @ #REF! #REF!0.200 Kg Paku Biasa 2" - 5" @ #REF! #REF!
46.2 Tenaga0.250 Oh Pekerja @ #REF! #REF!0.350 Oh Tukang Kayu @ #REF! #REF!0.035 Oh Kepala Tukang @ #REF! #REF!0.013 Oh Mandor @ #REF! #REF!
#REF!
AU 4747.1 Bahan
0.007 Kayu Jati, Papan @ #REF! #REF!0.050 Kg Paku Biasa 2" - 5" @ #REF! #REF!
47.2 Tenaga0.100 Oh Pekerja @ #REF! #REF!0.200 Oh Tukang Kayu @ #REF! #REF!0.025 Oh Kepala Tukang @ #REF! #REF!0.005 Oh Mandor @ #REF! #REF!
#REF!
AV 4848.1 Bahan
0.007 Kayu Kamper, Papan @ #REF! #REF!0.050 Kg Paku Biasa 2" - 5" @ #REF! #REF!
48.2 Tenaga0.100 Oh Pekerja @ #REF! #REF!0.200 Oh Tukang Kayu @ #REF! #REF!0.025 Oh Kepala Tukang @ #REF! #REF!0.005 Oh Mandor @ #REF! #REF!
#REF!
AW 4949.1 Bahan
0.011 Kayu Jati, Papan @ #REF! #REF!0.050 Kg Paku Biasa 2" - 5" @ #REF! #REF!
49.2 Tenaga0.110 Oh Pekerja @ #REF! #REF!0.220 Oh Tukang Kayu @ #REF! #REF!0.022 Oh Kepala Tukang @ #REF! #REF!0.005 Oh Mandor @ #REF! #REF!
#REF!
AX 5050.1 Bahan
0.011 Kayu Kamper, Papan @ #REF! #REF!0.050 Kg Paku Biasa 2" - 5" @ #REF! #REF!
50.2 Tenaga0.110 Oh Pekerja @ #REF! #REF!0.220 Oh Tukang Kayu @ #REF! #REF!0.022 Oh Kepala Tukang @ #REF! #REF!0.005 Oh Mandor @ #REF! #REF!
#REF!
AY 51
1 M2 Pasang Rangka Langit-langit (30 x 30) cm, Kayu Kamper
M3
1 M2 Pasang Rangka Langit-langit (30 x 30) cm, Kayu Borneo
M3
1 M1 Pasang Lisplang Ukuran (3 x 20) cm, Kayu Jati
M3
1 M1 Pasang Lisplang Ukuran (3 x 20) cm, Kayu Kamper
M3
1 M1 Pasang Lisplang Ukuran (3 x 30) cm, Kayu Jati
M3
1 M1 Pasang Lisplang Ukuran (3 x 30) cm, Kayu Kamper
M3
1 M1 Pasang Lisplang Ukuran 2 x (3 x 20) cm, Kayu Kamper
51.1 Bahan
0.015 Kayu Kamper, Papan @ #REF! #REF!0.060 Kg Paku Biasa 2" - 5" @ #REF! #REF!
51.2 Tenaga0.150 Oh Pekerja @ #REF! #REF!0.250 Oh Tukang Kayu @ #REF! #REF!0.025 Oh Kepala Tukang @ #REF! #REF!0.075 Oh Mandor @ #REF! #REF!
#REF!
AZ 5252.1 Bahan
0.009 Kayu Kamper, Papan @ #REF! #REF!0.060 Kg Paku Biasa 2" - 5" @ #REF! #REF!
52.2 Tenaga0.100 Oh Pekerja @ #REF! #REF!0.100 Oh Tukang Kayu @ #REF! #REF!0.010 Oh Kepala Tukang @ #REF! #REF!0.050 Oh Mandor @ #REF! #REF!
#REF!
BA 5353.1 Bahan
0.009 Kayu Borneo, Papan @ #REF! #REF!0.060 Kg Paku Biasa 2" - 5" @ #REF! #REF!
53.2 Tenaga0.100 Oh Pekerja @ #REF! #REF!0.100 Oh Tukang Kayu @ #REF! #REF!0.010 Oh Kepala Tukang @ #REF! #REF!0.050 Oh Mandor @ #REF! #REF!
#REF!
BB 5454.1 Bahan
0.020 Kayu Kamper, Balok @ #REF! #REF!
0.007 Kayu Kamper, Papan @ #REF! #REF!0.100 Kg Paku Biasa 2" - 5" @ #REF! #REF!
54.2 Tenaga0.150 Oh Pekerja @ #REF! #REF!0.450 Oh Tukang Kayu @ #REF! #REF!0.045 Oh Kepala Tukang @ #REF! #REF!0.075 Oh Mandor @ #REF! #REF!
#REF!
BC 5555.1 Bahan
0.020 Kayu Borneo, Balok @ #REF! #REF!
0.007 Kayu Borneo, Papan @ #REF! #REF!0.100 Kg Paku Biasa 2" - 5" @ #REF! #REF!
55.2 Tenaga0.150 Oh Pekerja @ #REF! #REF!0.450 Oh Tukang Kayu @ #REF! #REF!0.045 Oh Kepala Tukang @ #REF! #REF!0.075 Oh Mandor @ #REF! #REF!
#REF!
BD 5656.1 Bahan
0.020 Kayu Kamper, Balok @ #REF! #REF!
0.007 Kayu Kamper, Papan @ #REF! #REF!0.100 Kg Paku Biasa 2" - 5" @ #REF! #REF!
56.2 Tenaga0.150 Oh Pekerja @ #REF! #REF!0.450 Oh Tukang Kayu @ #REF! #REF!0.045 Oh Kepala Tukang @ #REF! #REF!0.075 Oh Mandor @ #REF! #REF!
#REF!
BE 5757.1 Bahan
0.020 Kayu Kamper, Balok @ #REF! #REF!
M3
1 M1 Pasang Lisplang Ukuran 2 x (2 x 20) cm, Kayu Kamper
M3
1 M1 Pasang Lisplang Ukuran 2 x (2 x 20) cm, Kayu Borneo
M3
1 M2 Pasang Rangka Dinding Pemisah Kayu Kamper
M3
M3
1 M2 Pasang Rangka Dinding Pemisah Kayu Borneo
M3
M3
1 M2 Pasang Rangka Dinding Pemisah Teakwood Rangkap, Rangka Kayu Kamper
M3
M3
1 M2 Pasang Rangka Dinding Pemisah Plywood Rangkap, Rangka Kayu Kamper
M3
0.007 Kayu Kamper, Papan @ #REF! #REF!0.100 Kg Paku Biasa 2" - 5" @ #REF! #REF!0.560 Lt Lem Kayu @ #REF! #REF!1.000 Lbr Plywood 4' x 8' x 4mm @ #REF! #REF!
57.2 Tenaga0.200 Oh Pekerja @ #REF! #REF!0.600 Oh Tukang Kayu @ #REF! #REF!0.060 Oh Kepala Tukang @ #REF! #REF!0.010 Oh Mandor @ #REF! #REF!
#REF!
BF 5858.1 Bahan
0.007 Kayu Jati, Balok @ #REF! #REF!0.100 Kg Paku Biasa 2" - 5" @ #REF! #REF!0.150 Kg Paku Skrup 3,5" @ #REF! #REF!
58.2 Tenaga0.600 Oh Pekerja @ #REF! #REF!1.800 Oh Tukang Kayu @ #REF! #REF!0.180 Oh Kepala Tukang @ #REF! #REF!0.030 Oh Mandor @ #REF! #REF!
#REF!
BG 5959.1 Bahan
0.400 Lbr Plywood 4' x 8' x 4mm @ #REF! #REF!0.050 Kg Paku Biasa 1/2" - 1" @ #REF! #REF!
59.2 Tenaga0.025 Oh Pekerja @ #REF! #REF!0.075 Oh Tukang Kayu @ #REF! #REF!0.008 Oh Kepala Tukang @ #REF! #REF!0.001 Oh Mandor @ #REF! #REF!
#REF!
BH 6060.1 Bahan
1.050 Kayu Profil @ #REF! #REF!60.2 Tenaga
0.021 Oh Pekerja @ #REF! #REF!0.021 Oh Tukang Kayu @ #REF! #REF!0.002 Oh Kepala Tukang @ #REF! #REF!0.001 Oh Mandor @ #REF! #REF!
#REF!
M3
1 M2 Pasang Dinding Lambriziring dari Papan Jati
M3
1 M2 Pasang Plywood Tebal 4 mm, Untuk Dinding
1 M1 Pasang List Palfon Kayu Profil
M1
ANALISA BIAYA KONSTRUKSI (ABK)BANGUNAN GEDUNG DAN PERUMAHAN
PEKERJAAN BETON
A 11.1 Bahan
218.000 Kg Semen Portland @ #REF! #REF!
0.520 Pasir Beton @ #REF! #REF!
0.870 Koral Beton @ #REF! #REF!1.2 Tenaga
1.650 Oh Pekerja @ #REF! #REF!0.250 Oh Tukang Batu @ #REF! #REF!0.025 Oh Kepala Tukang @ #REF! #REF!0.080 Oh Mandor @ #REF! #REF!
#REF!
B 22.1 Bahan
197.000 Kg Semen Portland @ #REF! #REF!
0.470 Pasir Beton @ #REF! #REF!
0.940 Koral Beton @ #REF! #REF!2.2 Tenaga
1.650 Oh Pekerja @ #REF! #REF!0.250 Oh Tukang Batu @ #REF! #REF!0.025 Oh Kepala Tukang @ #REF! #REF!0.080 Oh Mandor @ #REF! #REF!
#REF!
C 33.1 Bahan
173.000 Kg Semen Portland @ #REF! #REF!
0.570 Pasir Beton @ #REF! #REF!
0.870 Koral Beton @ #REF! #REF!3.2 Tenaga
1.650 Oh Pekerja @ #REF! #REF!0.250 Oh Tukang Batu @ #REF! #REF!0.025 Oh Kepala Tukang @ #REF! #REF!0.080 Oh Mandor @ #REF! #REF!
#REF!
D 44.1 Bahan
10.000 Kg Semen Portland @ #REF! #REF!
0.026 Pasir Beton @ #REF! #REF!
0.044 Koral Beton @ #REF! #REF!4.2 Tenaga
1.150 Oh Pekerja @ #REF! #REF!0.020 Oh Tukang Batu @ #REF! #REF!0.002 Oh Kepala Tukang @ #REF! #REF!0.006 Oh Mandor @ #REF! #REF!
#REF!
E 55.1 Bahan
232.000 Kg Semen Portland @ #REF! #REF!
0.520 Pasir Beton @ #REF! #REF!
0.780 Koral Beton @ #REF! #REF!5.2 Tenaga
1.650 Oh Pekerja @ #REF! #REF!0.250 Oh Tukang Batu @ #REF! #REF!0.025 Oh Kepala Tukang @ #REF! #REF!0.080 Oh Mandor @ #REF! #REF!
#REF!
F 66.1 Bahan
280.000 Kg Semen Portland @ #REF! #REF!
0.450 Pasir Beton @ #REF! #REF!
0.900 Koral Beton @ #REF! #REF!
1 M3 Membuat Beton Tumbuk, 1 Pc : 3 Ps : 5 Kr
M3
M3
1 M3 Membuat Beton Tumbuk, 1 Pc : 3 Ps : 6 Kr
M3
M3
1 M3 Membuat Beton Tumbuk, 1 Pc : 4 Ps : 6 Kr
M3
M3
1 M3 Membuat Beton Tumbuk, 1 Pc : 3 Ps : 5 Kr, Tebal 5 cm
M3
M3
1 M3 Membuat Beton Bertulang, 1 Pc : 2 Ps : 3Kr
M3
M3
1 M3 Membuat Beton Bertulang, 1 Pc : 2 Ps : 4 Kr
M3
M3
6.2 Tenaga1.650 Oh Pekerja @ #REF! #REF!0.250 Oh Tukang Batu @ #REF! #REF!0.025 Oh Kepala Tukang @ #REF! #REF!0.080 Oh Mandor @ #REF! #REF!
#REF!
G 77.1 Bahan
352.000 Kg Semen Portland @ #REF! #REF!
0.560 Pasir Beton @ #REF! #REF!
0.700 Koral Beton @ #REF! #REF!7.2 Tenaga
1.650 Oh Pekerja @ #REF! #REF!0.250 Oh Tukang Batu @ #REF! #REF!0.025 Oh Kepala Tukang @ #REF! #REF!0.080 Oh Mandor @ #REF! #REF!
#REF!
H 88.1 Bahan
357.000 Kg Semen Portland @ #REF! #REF!
0.420 Pasir Beton @ #REF! #REF!
0.540 Koral Beton @ #REF! #REF!8.2 Tenaga
1.650 Oh Pekerja @ #REF! #REF!0.250 Oh Tukang Batu @ #REF! #REF!0.025 Oh Kepala Tukang @ #REF! #REF!0.080 Oh Mandor @ #REF! #REF!
#REF!
I 99.1 Bahan
386.000 Kg Semen Portland @ #REF! #REF!
0.470 Pasir Beton @ #REF! #REF!
0.780 Koral Beton @ #REF! #REF!9.2 Tenaga
1.650 Oh Pekerja @ #REF! #REF!0.250 Oh Tukang Batu @ #REF! #REF!0.025 Oh Kepala Tukang @ #REF! #REF!0.080 Oh Mandor @ #REF! #REF!
#REF!
J 1010.1 Bahan
479.000 Kg Semen Portland @ #REF! #REF!
0.370 Pasir Beton @ #REF! #REF!
0.740 Koral Beton @ #REF! #REF!10.2 Tenaga
1.650 Oh Pekerja @ #REF! #REF!0.250 Oh Tukang Batu @ #REF! #REF!0.025 Oh Kepala Tukang @ #REF! #REF!0.080 Oh Mandor @ #REF! #REF!
#REF!
K 1111.1 Bahan
440.000 Kg Semen Portland @ #REF! #REF!
0.500 Pasir Beton @ #REF! #REF!
0.800 Koral Beton @ #REF! #REF!2.460 Gln Rapidrant @ #REF! #REF!
11.2 Tenaga1.650 Oh Pekerja @ #REF! #REF!0.250 Oh Tukang Batu @ #REF! #REF!0.025 Oh Kepala Tukang @ #REF! #REF!0.080 Oh Mandor @ #REF! #REF!
#REF!
L 1212.1 Bahan
336.000 Kg Semen Portland @ #REF! #REF!
1 M3 Membuat Beton Bertulang, 1 Pc : 2 Ps : 2.5 Kr
M3
M3
1 M3 Membuat Beton Bertulang, 1 Pc : 1.5 Ps : 3 Kr
M3
M3
1 M3 Membuat Beton Bertulang, 1 Pc : 1.5 Ps : 2.5 Kr
M3
M3
1 M3 Membuat Beton Bertulang, 1 Pc : 1 Ps : 2 Kr
M3
M3
1 M3 Membuat Tiang Pancang Prestressed Beton
M3
M3
1 M3 Membuat Beton dengan Puzzdith-100 XR
0.540 Pasir Beton @ #REF! #REF!
0.810 Koral Beton @ #REF! #REF!1.000 Ltr Puzzdith - 100 XR @ #REF! #REF!
12.2 Tenaga1.650 Oh Pekerja @ #REF! #REF!0.250 Oh Tukang Batu @ #REF! #REF!0.025 Oh Kepala Tukang @ #REF! #REF!0.080 Oh Mandor @ #REF! #REF!
#REF!
M 1313.1 Bahan
336.000 Kg Semen Portland @ #REF! #REF!
0.540 Pasir Beton @ #REF! #REF!
0.810 Koral Beton @ #REF! #REF!13.2 Tenaga
2.000 Oh Pekerja @ #REF! #REF!0.350 Oh Tukang Batu @ #REF! #REF!0.035 Oh Kepala Tukang @ #REF! #REF!1.000 Oh Mandor @ #REF! #REF!
#REF!
N 1414.1 Bahan
291.000 Kg Semen Portland @ #REF! #REF!
0.470 Pasir Beton @ #REF! #REF!
0.930 Koral Beton @ #REF! #REF!14.2 Tenaga
2.000 Oh Pekerja @ #REF! #REF!0.350 Oh Tukang Batu @ #REF! #REF!0.035 Oh Kepala Tukang @ #REF! #REF!1.000 Oh Mandor @ #REF! #REF!
#REF!
O 1515.1 Bahan
367.000 Kg Semen Portland @ #REF! #REF!
0.440 Pasir Beton @ #REF! #REF!
0.880 Koral Beton @ #REF! #REF!15.2 Tenaga
2.000 Oh Pekerja @ #REF! #REF!0.350 Oh Tukang Batu @ #REF! #REF!0.035 Oh Kepala Tukang @ #REF! #REF!1.000 Oh Mandor @ #REF! #REF!
#REF!
P 1616.1 Bahan
400.000 Kg Semen Portland @ #REF! #REF!
0.480 Pasir Beton @ #REF! #REF!
0.800 Koral Beton @ #REF! #REF!16.2 Tenaga
2.000 Oh Pekerja @ #REF! #REF!0.350 Oh Tukang Batu @ #REF! #REF!0.035 Oh Kepala Tukang @ #REF! #REF!1.000 Oh Mandor @ #REF! #REF!
#REF!
Q 1717.1 Bahan
615.000 Kg Semen Portland @ #REF! #REF!
0.520 Pasir Beton @ #REF! #REF!
0.520 Koral Beton @ #REF! #REF!17.2 Tenaga
2.000 Oh Pekerja @ #REF! #REF!0.350 Oh Tukang Batu @ #REF! #REF!0.035 Oh Kepala Tukang @ #REF! #REF!1.000 Oh Mandor @ #REF! #REF!
#REF!
R 18
M3
M3
1 M3 Membuat Beton Bertulang, 1 Pc : 2 Ps : 3Kr
M3
M3
1 M3 Membuat Beton Bertulang, 1 Pc : 2 Ps : 4 Kr
M3
M3
1 M3 Membuat Beton Bertulang, 1 Pc : 1.5 Ps : 3 Kr
M3
M3
1 M3 Membuat Beton Bertulang, 1 Pc : 1.5 Ps : 2.5 Kr
M3
M3
1 M3 Membuat Beton Bertulang, 1 Pc : 1 Ps : 1 Kr
M3
M3
1 M3 Membuat Beton Kedap Air dengan Strotox - 100
18.1 Bahan400.000 Kg Semen Portland @ #REF! #REF!
0.480 Pasir Beton @ #REF! #REF!
0.800 Koral Beton @ #REF! #REF!1.200 Ltr Puzzdith - 100 XR @ #REF! #REF!
18.2 Tenaga2.000 Oh Pekerja @ #REF! #REF!0.350 Oh Tukang Batu @ #REF! #REF!0.035 Oh Kepala Tukang @ #REF! #REF!1.000 Oh Mandor @ #REF! #REF!
#REF!
S 1919.1 Bahan
1.050 Waterstop Lebar 150 mm @ #REF! #REF!19.2 Tenaga
0.050 Oh Pekerja @ #REF! #REF!0.030 Oh Tukang Batu @ #REF! #REF!0.003 Oh Kepala Tukang @ #REF! #REF!0.002 Oh Mandor @ #REF! #REF!
#REF!
T 2020.1 Bahan
1.050 Waterstop Lebar 200 mm @ #REF! #REF!20.2 Tenaga
0.050 Oh Pekerja @ #REF! #REF!0.030 Oh Tukang Batu @ #REF! #REF!0.003 Oh Kepala Tukang @ #REF! #REF!0.002 Oh Mandor @ #REF! #REF!
#REF!
U 2121.1 Bahan
1.050 Waterstop Lebar 230 mm @ #REF! #REF!21.2 Tenaga
0.550 Oh Pekerja @ #REF! #REF!0.035 Oh Tukang Batu @ #REF! #REF!0.003 Oh Mandor @ #REF! #REF!
#REF!
V 2222.1 Bahan
1.050 Waterstop Lebar 250 mm @ #REF! #REF!22.2 Tenaga
0.550 Oh Pekerja @ #REF! #REF!0.035 Oh Tukang Batu @ #REF! #REF!0.003 Oh Mandor @ #REF! #REF!
#REF!
W 2323.1 Bahan
1.050 Waterstop Lebar 300 mm @ #REF! #REF!23.2 Tenaga
0.550 Oh Pekerja @ #REF! #REF!0.035 Oh Tukang Batu @ #REF! #REF!0.003 Oh Mandor @ #REF! #REF!
#REF!
X 2424.1 Bahan
1.050 Waterstop Lebar 320 mm @ #REF! #REF!24.2 Tenaga
0.550 Oh Pekerja @ #REF! #REF!0.035 Oh Tukang Batu @ #REF! #REF!0.003 Oh Mandor @ #REF! #REF!
#REF!Y 25 1 Kg Pembesian dengan Besi Polos atau Besi Ulir
25.1 Bahan1.050 Kg Besi Beton (Polos/ulir) @ #REF! #REF!0.015 Kg Kawat Beton @ #REF! #REF!
25.2 Tenaga
M3
M3
1 M1 Memasang PVC Waterstop Lebar 150 mm
M1
1 M1 Memasang PVC Waterstop Lebar 200 mm
M1
1 M1 Memasang PVC Waterstop Lebar 230 mm
M1
1 M1 Memasang PVC Waterstop Lebar 250 mm
M1
1 M1 Memasang PVC Waterstop Lebar 300 mm
M1
1 M1 Memasang PVC Waterstop Lebar 320 mm
M1
0.007 Oh Pekerja @ #REF! #REF!0.007 Oh Tukang Besi @ #REF! #REF!0.001 Oh Kepala Tukang @ #REF! #REF!0.000 Oh Mandor @ #REF! #REF!
#REF!Z 26 1 Kg Kabel Presstressed Polos/strands
26.1 Bahan1.050 Kg Besi Presstressed Polos @ #REF! #REF!0.010 Kg Kawat Beton @ #REF! #REF!
26.2 Tenaga0.005 Oh Pekerja @ #REF! #REF!0.005 Oh Tukang Besi @ #REF! #REF!0.001 Oh Kepala Tukang @ #REF! #REF!0.000 Oh Mandor @ #REF! #REF!
#REF!AA 27 1 Kg Jaring Kawat Baja
27.1 Bahan1.020 Kg Besi Jaring Kawat Baja @ #REF! #REF!0.805 Kg Kawat Beton @ #REF! #REF!
27.2 Tenaga0.025 Oh Pekerja @ #REF! #REF!0.025 Oh Tukang Besi @ #REF! #REF!0.003 Oh Kepala Tukang @ #REF! #REF!0.002 Oh Mandor @ #REF! #REF!
#REF!
AB 2828.1 Bahan
0.040 Kayu Terentang @ #REF! #REF!0.300 Kg Paku Biasa 2' - 5' @ #REF! #REF!0.100 Lt Minyak Bekisting @ #REF! #REF!
28.2 Tenaga0.300 Oh Pekerja @ #REF! #REF!0.260 Oh Tukang Kayu @ #REF! #REF!0.026 Oh Kepala Tukang @ #REF! #REF!0.005 Oh Mandor @ #REF! #REF!
#REF!
AC 2929.1 Bahan
0.045 Kayu Terentang @ #REF! #REF!0.300 Kg Paku Biasa 2' - 5' @ #REF! #REF!0.100 Lt Minyak Bekisting @ #REF! #REF!
29.2 Tenaga0.300 Oh Pekerja @ #REF! #REF!0.260 Oh Tukang Kayu @ #REF! #REF!0.026 Oh Kepala Tukang @ #REF! #REF!0.005 Oh Mandor @ #REF! #REF!
#REF!
AD 3030.1 Bahan
0.040 Kayu Terentang @ #REF! #REF!0.400 Kg Paku Biasa 2' - 5' @ #REF! #REF!0.200 Lt Minyak Bekisting @ #REF! #REF!
0.015 Balok Kayu Borneo @ #REF! #REF!0.350 Lbr Plywood Tebal 9 mm @ #REF! #REF!2.000 Btg @ #REF! #REF!
30.2 Tenaga0.300 Oh Pekerja @ #REF! #REF!0.330 Oh Tukang Kayu @ #REF! #REF!0.033 Oh Kepala Tukang @ #REF! #REF!0.006 Oh Mandor @ #REF! #REF!
#REF!
AE 3131.1 Bahan
0.040 Kayu Terentang @ #REF! #REF!0.400 Kg Paku Biasa 2' - 5' @ #REF! #REF!0.200 Lt Minyak Bekisting @ #REF! #REF!
1 M2 Pasang Bekisting untuk Pondasi
M3
1 M2 Pasang Bekisting untuk Sloof
M3
1 M2 Pasang Bekisting untuk Kolom
M3
M3
Dolken Kayu Galam F-8-10/4 m
1 M2 Pasang Bekisting untuk Balok
M3
0.018 Balok Kayu Borneo @ #REF! #REF!0.350 Lbr Plywood Tebal 9 mm @ #REF! #REF!2.000 Btg @ #REF! #REF!
31.2 Tenaga0.320 Oh Pekerja @ #REF! #REF!0.330 Oh Tukang Kayu @ #REF! #REF!0.033 Oh Kepala Tukang @ #REF! #REF!0.006 Oh Mandor @ #REF! #REF!
#REF!
AF 3232.1 Bahan
0.040 Kayu Terentang @ #REF! #REF!0.400 Kg Paku Biasa 2' - 5' @ #REF! #REF!0.200 Lt Minyak Bekisting @ #REF! #REF!
0.015 Balok Kayu Borneo @ #REF! #REF!0.350 Lbr Plywood Tebal 9 mm @ #REF! #REF!6.000 Btg @ #REF! #REF!
32.2 Tenaga0.320 Oh Pekerja @ #REF! #REF!0.330 Oh Tukang Kayu @ #REF! #REF!0.033 Oh Kepala Tukang @ #REF! #REF!0.006 Oh Mandor @ #REF! #REF!
#REF!
AG 3333.1 Bahan
0.030 Kayu Terentang @ #REF! #REF!0.400 Kg Paku Biasa 2' - 5' @ #REF! #REF!0.200 Lt Minyak Bekisting @ #REF! #REF!
0.020 Balok Kayu Borneo @ #REF! #REF!0.350 Lbr Plywood Tebal 9 mm @ #REF! #REF!3.000 Btg @ #REF! #REF!4.000 Bh Formite/Penjaga Jarak Bekisting/Spa @ #REF! #REF!
33.2 Tenaga0.320 Oh Pekerja @ #REF! #REF!0.330 Oh Tukang Kayu @ #REF! #REF!0.033 Oh Kepala Tukang @ #REF! #REF!0.006 Oh Mandor @ #REF! #REF!
#REF!
AH 3434.1 Bahan
0.030 Kayu Terentang @ #REF! #REF!0.400 Kg Paku Biasa 2' - 5' @ #REF! #REF!0.150 Lt Minyak Bekisting @ #REF! #REF!
0.015 Balok Kayu Borneo @ #REF! #REF!0.350 Lbr Plywood Tebal 9 mm @ #REF! #REF!2.000 Btg @ #REF! #REF!
34.2 Tenaga0.320 Oh Pekerja @ #REF! #REF!0.330 Oh Tukang Kayu @ #REF! #REF!0.033 Oh Kepala Tukang @ #REF! #REF!0.006 Oh Mandor @ #REF! #REF!
#REF!
AI 3535.1 Bahan
388.000 Kg Semen Portland @ #REF! #REF!
0.650 Pasir Beton @ #REF! #REF!
0.650 Korol Beton @ #REF! #REF!35.2 Tenaga
6.000 Oh Pekerja @ #REF! #REF!1.000 Oh Tukang Batu @ #REF! #REF!0.100 Oh Kepala Tukang @ #REF! #REF!0.300 Oh Mandor @ #REF! #REF!
#REF!
AJ 3636.1 Bahan
400.000 Kg Semen Portland @ #REF! #REF!
M3
Dolken Kayu Galam F-8-10/4 m
1 M2 Pasang Bekisting untuk Lantai
M3
M3
Dolken Kayu Galam F-8-10/4 m
1 M2 Pasang Bekisting untuk Dinding
M3
M3
Dolken Kayu Galam F-8-10/4 m
1 M2 Pasang Bekisting untuk Tangga
M3
M3
Dolken Kayu Galam F-8-10/4 m
1 M3 Membuat Beton dengan Mutu K 225
M3
M3
1 M3 Membuat Beton dengan Mutu K 275
0.400 Pasir Beton @ #REF! #REF!
0.820 Korol Beton @ #REF! #REF!36.2 Tenaga
6.000 Oh Pekerja @ #REF! #REF!1.000 Oh Tukang Batu @ #REF! #REF!0.100 Oh Kepala Tukang @ #REF! #REF!0.300 Oh Mandor @ #REF! #REF!
#REF!
AK 3737.1 Bahan
0.026 Kayu Terentang @ #REF! #REF!0.600 Kg Paku Biasa 2' - 5' @ #REF! #REF!0.500 Btg @ #REF! #REF!
37.2 Tenaga0.150 Oh Pekerja @ #REF! #REF!0.050 Oh Tukang Kayu @ #REF! #REF!0.005 Oh Kepala Tukang @ #REF! #REF!0.007 Oh Mandor @ #REF! #REF!
#REF!
AL 3838.1 Bahan
0.200 Kayu Terentang @ #REF! #REF!1.500 Kg Paku Biasa 2' - 5' @ #REF! #REF!0.400 Lt Minyak Bekisting @ #REF! #REF!
150.000 Kg Besi Beton Polos @ #REF! #REF!2.250 Kg Kawat Beton @ #REF! #REF!
323.000 Kg Semen Portland @ #REF! #REF!
0.520 Pasir Beton @ #REF! #REF!
0.780 Koral Beton @ #REF! #REF!38.2 Tenaga
3.900 Oh Pekerja @ #REF! #REF!0.350 Oh Tukang Batu @ #REF! #REF!1.040 Oh Tukang Kayu @ #REF! #REF!1.050 Oh Tukang Besi @ #REF! #REF!0.245 Oh Kepala Tukang @ #REF! #REF!0.165 Oh Mandor @ #REF! #REF!
#REF!
A M 3939.1 Bahan
0.270 Kayu Terentang @ #REF! #REF!2.000 Kg Paku Biasa 2' - 5' @ #REF! #REF!0.600 Lt Minyak Bekisting @ #REF! #REF!
200.000 Kg Besi Beton Polos @ #REF! #REF!3.000 Kg Kawat Beton @ #REF! #REF!
323.000 Kg Semen Portland @ #REF! #REF!
0.520 Pasir Beton @ #REF! #REF!
0.780 Koral Beton @ #REF! #REF!39.2 Tenaga
4.850 Oh Pekerja @ #REF! #REF!0.350 Oh Tukang Batu @ #REF! #REF!1.560 Oh Tukang Kayu @ #REF! #REF!1.400 Oh Tukang Besi @ #REF! #REF!0.331 Oh Kepala Tukang @ #REF! #REF!0.170 Oh Mandor @ #REF! #REF!
#REF!
AN 4040.1 Bahan
0.400 Kayu Terentang @ #REF! #REF!4.000 Kg Paku Biasa 2' - 5' @ #REF! #REF!2.000 Lt Minyak Bekisting @ #REF! #REF!
300.000 Kg Besi Beton Polos @ #REF! #REF!4.500 Kg Kawat Beton @ #REF! #REF!
323.000 Kg Semen Portland @ #REF! #REF!
0.520 Pasir Beton @ #REF! #REF!
0.780 Koral Beton @ #REF! #REF!
M3
M3
1 M2 Pasang Jembatan Cor
M3
Dolken Kayu Galam F-8-10/4 m
1 M3 Membuat Pondasi Beton Bertulang (150 kg Besi + Bekisting)
M3
M3
M3
1 M3 Membuat Sloof Beton Bertulang (200 kg Besi + Bekisting)
M3
M3
M3
1 M3 Membuat Kolom Beton Bertulang (300 kg Besi + Bekisting)
M3
M3
M3
0.150 Kayu Borneo Balok @ #REF! #REF!3.500 Lbr Plywood 9 mm @ #REF! #REF!
20.000 Btg @ #REF! #REF!40.2 Tenaga
7.300 Oh Pekerja @ #REF! #REF!0.350 Oh Tukang Batu @ #REF! #REF!3.300 Oh Tukang Kayu @ #REF! #REF!2.100 Oh Tukang Besi @ #REF! #REF!0.570 Oh Kepala Tukang @ #REF! #REF!0.250 Oh Mandor @ #REF! #REF!
#REF!
AO 4141.1 Bahan
0.320 Kayu Terentang @ #REF! #REF!3.200 Kg Paku Biasa 2' - 5' @ #REF! #REF!1.600 Lt Minyak Bekisting @ #REF! #REF!
200.000 Kg Besi Beton Polos @ #REF! #REF!3.000 Kg Kawat Beton @ #REF! #REF!
323.000 Kg Semen Portland @ #REF! #REF!
0.520 Pasir Beton @ #REF! #REF!
0.780 Koral Beton @ #REF! #REF!
0.140 Kayu Borneo Balok @ #REF! #REF!2.800 Lbr Plywood 9 mm @ #REF! #REF!
16.000 Btg @ #REF! #REF!41.2 Tenaga
5.960 Oh Pekerja @ #REF! #REF!0.350 Oh Tukang Batu @ #REF! #REF!2.800 Oh Tukang Kayu @ #REF! #REF!1.400 Oh Tukang Besi @ #REF! #REF!0.455 Oh Kepala Tukang @ #REF! #REF!0.208 Oh Mandor @ #REF! #REF!
#REF!
AP 4242.1 Bahan
0.320 Kayu Terentang @ #REF! #REF!3.200 Kg Paku Biasa 2' - 5' @ #REF! #REF!1.600 Lt Minyak Bekisting @ #REF! #REF!
150.000 Kg Besi Beton Polos @ #REF! #REF!2.250 Kg Kawat Beton @ #REF! #REF!
323.000 Kg Semen Portland @ #REF! #REF!
0.520 Pasir Beton @ #REF! #REF!
0.780 Koral Beton @ #REF! #REF!
0.120 Kayu Borneo Balok @ #REF! #REF!2.800 Lbr Plywood 9 mm @ #REF! #REF!
32.000 Btg @ #REF! #REF!42.2 Tenaga
5.800 Oh Pekerja @ #REF! #REF!0.350 Oh Tukang Batu @ #REF! #REF!2.800 Oh Tukang Kayu @ #REF! #REF!1.050 Oh Tukang Besi @ #REF! #REF!0.420 Oh Kepala Tukang @ #REF! #REF!0.185 Oh Mandor @ #REF! #REF!
#REF!
AQ 4343.1 Bahan
0.240 Kayu Terentang @ #REF! #REF!3.200 Kg Paku Biasa 2' - 5' @ #REF! #REF!1.600 Lt Minyak Bekisting @ #REF! #REF!
150.000 Kg Besi Beton Polos @ #REF! #REF!2.250 Kg Kawat Beton @ #REF! #REF!
323.000 Kg Semen Portland @ #REF! #REF!
0.520 Pasir Beton @ #REF! #REF!
0.780 Koral Beton @ #REF! #REF!
0.160 Kayu Borneo Balok @ #REF! #REF!2.800 Lbr Plywood 9 mm @ #REF! #REF!
M3
Dolken F-8 cm/4 m
1 M3 Membuat Balok Beton Bertulang (200 kg Besi + Bekisting)
M3
M3
M3
M3
Dolken F-8 cm/4 m
1 M3 Membuat Balok Beton Bertulang (150 kg Besi + Bekisting)
M3
M3
M3
M3
Dolken F-8 cm/4 m
1 M3 Membuat Dinding Beton Bertulang (150 kg Besi + Bekisting)
M3
M3
M3
M3
24.000 Btg @ #REF! #REF!43.2 Tenaga
5.600 Oh Pekerja @ #REF! #REF!0.350 Oh Tukang Batu @ #REF! #REF!2.640 Oh Tukang Kayu @ #REF! #REF!1.050 Oh Tukang Besi @ #REF! #REF!0.400 Oh Kepala Tukang @ #REF! #REF!0.193 Oh Mandor @ #REF! #REF!
#REF!
AR 4444.1 Bahan
0.250 Kayu Terentang @ #REF! #REF!3.000 Kg Paku Biasa 2' - 5' @ #REF! #REF!1.200 Lt Minyak Bekisting @ #REF! #REF!
200.000 Kg Besi Beton Polos @ #REF! #REF!3.000 Kg Kawat Beton @ #REF! #REF!
323.000 Kg Semen Portland @ #REF! #REF!
0.520 Pasir Beton @ #REF! #REF!
0.780 Koral Beton @ #REF! #REF!
0.105 Kayu Borneo Balok @ #REF! #REF!2.500 Lbr Plywood 9 mm @ #REF! #REF!
14.000 Btg @ #REF! #REF!44.2 Tenaga
5.600 Oh Pekerja @ #REF! #REF!0.350 Oh Tukang Batu @ #REF! #REF!2.300 Oh Tukang Kayu @ #REF! #REF!1.400 Oh Tukang Besi @ #REF! #REF!0.405 Oh Kepala Tukang @ #REF! #REF!0.202 Oh Mandor @ #REF! #REF!
#REF!
AS 4545.1 Bahan
0.002 Kayu Terentang @ #REF! #REF!0.010 Kg Paku Biasa 2' - 5' @ #REF! #REF!3.000 Kg Besi Beton Polos @ #REF! #REF!0.450 Kg Kawat Beton @ #REF! #REF!0.400 Kg Semen Portland @ #REF! #REF!
0.006 Pasir Beton @ #REF! #REF!
0.009 Koral Beton @ #REF! #REF!45.2 Tenaga
0.060 Oh Pekerja @ #REF! #REF!0.020 Oh Tukang Batu @ #REF! #REF!0.020 Oh Tukang Kayu @ #REF! #REF!0.020 Oh Tukang Besi @ #REF! #REF!0.006 Oh Kepala Tukang @ #REF! #REF!0.003 Oh Mandor @ #REF! #REF!
#REF!
AT 4646.1 Bahan
0.003 Kayu Albasiah @ #REF! #REF!0.020 Kg Paku Biasa 2' - 5' @ #REF! #REF!3.600 Kg Besi Beton Polos @ #REF! #REF!0.050 Kg Kawat Beton @ #REF! #REF!5.500 Kg Semen Portland @ #REF! #REF!
0.009 Pasir Beton @ #REF! #REF!
0.015 Koral Beton @ #REF! #REF!46.2 Tenaga
0.100 Oh Pekerja @ #REF! #REF!0.033 Oh Tukang Batu @ #REF! #REF!0.033 Oh Tukang Kayu @ #REF! #REF!0.033 Oh Tukang Besi @ #REF! #REF!0.010 Oh Kepala Tukang @ #REF! #REF!0.005 Oh Mandor @ #REF! #REF!
#REF!
Dolken F-8 cm/4 m
1 M3 Membuat Tangga Beton Bertulang (200 kg Besi + Bekisting)
M3
M3
M3
M3
Dolken F-8 cm/4 m
1 M1 Membuat Kolom Penguat Beton Bertulang (11 x 11) cm
M3
M3
M3
1 M1 Membuat Kolom Penguat Beton Bertulang (10 x 15) cm
M3
M3
M3
ANALISA BIAYA KONSTRUKSI (ABK)BANGUNAN GEDUNG DAN PERUMAHAN
PEKERJAAN PENUTUP ATAP
A 11.1 Bahan
25.000 Bh Genteng Palentong @ #REF! #REF!1.2 Tenaga
0.150 Oh Pekerja @ #REF! #REF!0.075 Oh Tukang Kayu @ #REF! #REF!0.008 Oh Kepala Tukang @ #REF! #REF!0.008 Oh Mandor @ #REF! #REF!
#REF!
B 22.1 Bahan
25.000 Bh Genteng Kodok @ #REF! #REF!2.2 Tenaga
0.150 Oh Pekerja @ #REF! #REF!0.075 Oh Tukang Kayu @ #REF! #REF!0.008 Oh Kepala Tukang @ #REF! #REF!0.008 Oh Mandor @ #REF! #REF!
#REF!
C 33.1 Bahan
12.000 Bh Genteng Palentong Super @ #REF! #REF!3.2 Tenaga
0.150 Oh Pekerja @ #REF! #REF!0.060 Oh Tukang Kayu @ #REF! #REF!0.006 Oh Kepala Tukang @ #REF! #REF!0.008 Oh Mandor @ #REF! #REF!
#REF!
D 44.1 Bahan
5.000 Bh Genteng Bubung Palentong @ #REF! #REF!8.000 Kg Semen Portland @ #REF! #REF!
0.032 Pasir Pasang @ #REF! #REF!4.2 Tenaga
0.400 Oh Pekerja @ #REF! #REF!0.200 Oh Tukang Kayu @ #REF! #REF!0.020 Oh Kepala Tukang @ #REF! #REF!0.002 Oh Mandor @ #REF! #REF!
#REF!
E 55.1 Bahan
5.000 Bh Genteng Bubung Kodok @ #REF! #REF!8.000 Kg Semen Portland @ #REF! #REF!
0.032 Pasir Pasang @ #REF! #REF!5.2 Tenaga
0.400 Oh Pekerja @ #REF! #REF!0.200 Oh Tukang Kayu @ #REF! #REF!0.020 Oh Kepala Tukang @ #REF! #REF!0.002 Oh Mandor @ #REF! #REF!
#REF!F 6
6.1 Bahan4.000 Bh Genteng Bubung Palentong @ #REF! #REF!8.000 Kg Semen Portland @ #REF! #REF!
0.032 Pasir Pasang @ #REF! #REF!6.2 Tenaga
0.400 Oh Pekerja @ #REF! #REF!0.200 Oh Tukang Kayu @ #REF! #REF!0.020 Oh Kepala Tukang @ #REF! #REF!0.002 Oh Mandor @ #REF! #REF!
#REF!G 7
1 M2 Pasang Atap Genteng Palentong Kecil
1 M2 Pasang Atap Genteng Kodok / Glazzur
1 M2 Pasang Atap Genteng Palentong Super/ Besar
1 M2 Pasang Atap Genteng Bubung Palentong
M3
1 M2 Pasang Bubung Genteng Kodok Glazzur
M3
1 M2 Pasang Bubung Genteng Palentong Besar
M3
1 M2 Pasang Roof light fiberglass (180 x 90) cm
7.1 Bahan0.600 Lbr Roof Light Fiberglass @ #REF! #REF!0.050 Kg Paku Biasa 1/2' - 1' @ #REF! #REF!
7.2 Tenaga0.140 Oh Pekerja @ #REF! #REF!0.067 Oh Tukang Kayu @ #REF! #REF!0.007 Oh Kepala Tukang @ #REF! #REF!0.007 Oh Mandor @ #REF! #REF!
#REF!H 8
8.1 Bahan0.500 Lbr Asbes Gelombang @ #REF! #REF!0.120 Kg Paku Pancing 60 x 230 @ #REF! #REF!
8.2 Tenaga0.140 Oh Pekerja @ #REF! #REF!0.075 Oh Tukang Kayu @ #REF! #REF!0.008 Oh Kepala Tukang @ #REF! #REF!0.008 Oh Mandor @ #REF! #REF!
#REF!I 9
9.1 Bahan0.600 Lbr Asbes Gelombang @ #REF! #REF!0.120 Kg Paku Pancing 60 x 230 @ #REF! #REF!
9.2 Tenaga0.140 Oh Pekerja @ #REF! #REF!0.075 Oh Tukang Kayu @ #REF! #REF!0.008 Oh Kepala Tukang @ #REF! #REF!0.008 Oh Mandor @ #REF! #REF!
#REF!J 10
10.1 Bahan0.600 Lbr Asbes Gelombang @ #REF! #REF!0.120 Kg Paku Pancing 60 x 230 @ #REF! #REF!
10.2 Tenaga0.140 Oh Pekerja @ #REF! #REF!0.070 Oh Tukang Kayu @ #REF! #REF!0.007 Oh Kepala Tukang @ #REF! #REF!0.007 Oh Mandor @ #REF! #REF!
#REF!K 11
11.1 Bahan0.750 Lbr Asbes Gelombang @ #REF! #REF!0.120 Kg Paku Pancing 60 x 230 @ #REF! #REF!
11.2 Tenaga0.140 Oh Pekerja @ #REF! #REF!0.070 Oh Tukang Kayu @ #REF! #REF!0.007 Oh Kepala Tukang @ #REF! #REF!0.007 Oh Mandor @ #REF! #REF!
#REF!L 12
12.1 Bahan0.350 Lbr Asbes Gelombang @ #REF! #REF!0.120 Kg Paku Pancing @ #REF! #REF!
12.2 Tenaga0.140 Oh Pekerja @ #REF! #REF!0.070 Oh Tukang Kayu @ #REF! #REF!0.007 Oh Kepala Tukang @ #REF! #REF!0.007 Oh Mandor @ #REF! #REF!
#REF!M 13
13.1 Bahan0.420 Lbr Asbes Gelombang @ #REF! #REF!0.120 Kg Paku Pancing @ #REF! #REF!
13.2 Tenaga0.140 Oh Pekerja @ #REF! #REF!0.070 Oh Tukang Kayu @ #REF! #REF!0.007 Oh Kepala Tukang @ #REF! #REF!
1 M2 Pasang Atap Asbes Gelombang (2.50 x 0.92 m) x 5 mm
1 M2 Pasang Atap Asbes Gelombang (2.25 x 0.92 m) x 5 mm
1 M2 Pasang Atap Asbes Gelombang (2.00 x 0.92 m) x 5 mm
1 M2 Pasang Atap Asbes Gelombang (1.80 x 0.92 m) x 5 mm
1 M2 Pasang Atap Asbes Gelombang (3.00 x 1.05 m) x 4 mm
1 M2 Pasang Atap Asbes Gelombang (2.70 x 1.05 m) x 4 mm
0.007 Oh Mandor @ #REF! #REF!#REF!
N 1414.1 Bahan
0.440 Lbr Asbes Gelombang @ #REF! #REF!0.120 Kg Paku Pancing @ #REF! #REF!
14.2 Tenaga0.140 Oh Pekerja @ #REF! #REF!0.067 Oh Tukang Kayu @ #REF! #REF!0.007 Oh Kepala Tukang @ #REF! #REF!0.007 Oh Mandor @ #REF! #REF!
#REF!O 15
15.1 Bahan0.510 Lbr Asbes Gelombang @ #REF! #REF!0.120 Kg Paku Pancing @ #REF! #REF!
15.2 Tenaga0.140 Oh Pekerja @ #REF! #REF!0.067 Oh Tukang Kayu @ #REF! #REF!0.007 Oh Kepala Tukang @ #REF! #REF!0.007 Oh Mandor @ #REF! #REF!
#REF!P 16
16.1 Bahan0.800 Lbr Asbes Gelombang @ #REF! #REF!0.120 Kg Paku Pancing @ #REF! #REF!
16.2 Tenaga0.140 Oh Pekerja @ #REF! #REF!0.067 Oh Tukang Kayu @ #REF! #REF!0.007 Oh Kepala Tukang @ #REF! #REF!0.007 Oh Mandor @ #REF! #REF!
#REF!Q 17
17.1 Bahan0.370 Lbr Asbes Gelombang @ #REF! #REF!0.120 Kg Paku Pancing @ #REF! #REF!
17.2 Tenaga0.140 Oh Pekerja @ #REF! #REF!0.067 Oh Tukang Kayu @ #REF! #REF!0.007 Oh Kepala Tukang @ #REF! #REF!0.007 Oh Mandor @ #REF! #REF!
#REF!R 18
18.1 Bahan0.380 Lbr Asbes Gelombang @ #REF! #REF!0.120 Kg Paku Pancing @ #REF! #REF!
18.2 Tenaga0.140 Oh Pekerja @ #REF! #REF!0.067 Oh Tukang Kayu @ #REF! #REF!0.007 Oh Kepala Tukang @ #REF! #REF!0.007 Oh Mandor @ #REF! #REF!
#REF!S 19
19.1 Bahan0.460 Lbr Asbes Gelombang @ #REF! #REF!0.120 Kg Paku Pancing @ #REF! #REF!
19.2 Tenaga0.140 Oh Pekerja @ #REF! #REF!0.067 Oh Tukang Kayu @ #REF! #REF!0.007 Oh Kepala Tukang @ #REF! #REF!0.007 Oh Mandor @ #REF! #REF!
#REF!T 20
20.1 Bahan0.490 Lbr Asbes Gelombang @ #REF! #REF!0.120 Kg Paku Pancing @ #REF! #REF!
20.2 Tenaga
1 M2 Pasang Atap Asbes Gelombang (2.40 x 1.05 m) x 4 mm
1 M2 Pasang Atap Asbes Gelombang (2.10 x 1.05 m) x 4 mm
1 M2 Pasang Atap Asbes Gelombang (1.50 x 1.05 m) x 4 mm
1 M2 Pasang Atap Asbes Gelombang (3.00 x 1.08 m) x 6 mm
1 M2 Pasang Atap Asbes Gelombang (2.70 x 1.08 m) x 6 mm
1 M2 Pasang Atap Asbes Gelombang (2.40 x 1.08 m) x 6 mm
1 M2 Pasang Atap Asbes Gelombang (2.10 x 1.08 m) x 6 mm
0.140 Oh Pekerja @ #REF! #REF!0.067 Oh Tukang Kayu @ #REF! #REF!0.007 Oh Kepala Tukang @ #REF! #REF!0.007 Oh Mandor @ #REF! #REF!
#REF!U 21
21.1 Bahan0.570 Lbr Asbes Gelombang @ #REF! #REF!0.120 Kg Paku Pancing @ #REF! #REF!
21.2 Tenaga0.140 Oh Pekerja @ #REF! #REF!0.067 Oh Tukang Kayu @ #REF! #REF!0.007 Oh Kepala Tukang @ #REF! #REF!0.007 Oh Mandor @ #REF! #REF!
#REF!V 22
22.1 Bahan2.400 Lbr Bubung Steel Gelombang @ #REF! #REF!6.000 Bh Paku Sekrup 3,5" @ #REF! #REF!
22.2 Tenaga0.084 Oh Pekerja @ #REF! #REF!0.125 Oh Tukang Kayu @ #REF! #REF!0.013 Oh Kepala Tukang @ #REF! #REF!0.004 Oh Mandor @ #REF! #REF!
#REF!W 23
23.1 Bahan2.100 Lbr Nok Steel Gelombang @ #REF! #REF!6.000 Bh Paku Sekrup 3,5" @ #REF! #REF!
23.2 Tenaga0.084 Oh Pekerja @ #REF! #REF!0.125 Oh Tukang Kayu @ #REF! #REF!0.013 Oh Kepala Tukang @ #REF! #REF!0.004 Oh Mandor @ #REF! #REF!
#REF!X 24
24.1 Bahan2.050 Lbr Nok Steel Gelombang @ #REF! #REF!6.000 Bh Paku Sekrup 3,5" @ #REF! #REF!
24.2 Tenaga0.084 Oh Pekerja @ #REF! #REF!0.125 Oh Tukang Kayu @ #REF! #REF!0.013 Oh Kepala Tukang @ #REF! #REF!0.004 Oh Mandor @ #REF! #REF!
#REF!Y 25
25.1 Bahan1.200 Lbr Nok Paten @ #REF! #REF!6.000 Bh Paku Sekrup 3,5" @ #REF! #REF!
25.2 Tenaga0.084 Oh Pekerja @ #REF! #REF!0.125 Oh Tukang Kayu @ #REF! #REF!0.013 Oh Kepala Tukang @ #REF! #REF!0.004 Oh Mandor @ #REF! #REF!
#REF!Z 26
26.1 Bahan1.200 Lbr Nok Paten @ #REF! #REF!6.000 Bh Paku Sekrup 3,5" @ #REF! #REF!
26.2 Tenaga0.084 Oh Pekerja @ #REF! #REF!0.125 Oh Tukang Kayu @ #REF! #REF!0.013 Oh Kepala Tukang @ #REF! #REF!0.004 Oh Mandor @ #REF! #REF!
#REF!AA 27
27.1 Bahan
1 M2 Pasang Atap Asbes Gelombang (1.08 x 1.08 m) x 6 mm
1 M1 Pasang Bubung Seng Gelombang 0.92 m
1 M1 Pasang Bubung Seng Gelombang 1.05 m
1 M1 Pasang Nok Stel Gelombang 1.08 m
1 M1 Pasang Nok Paten 0.92 m
1 M1 Pasang Nok Paten 1.05 m
1 M1 Pasang Nok Paten 1.08 m
1.200 Lbr Nok Paten @ #REF! #REF!6.000 Bh Paku Sekrup 3,5" @ #REF! #REF!
27.2 Tenaga0.084 Oh Pekerja @ #REF! #REF!0.125 Oh Tukang Kayu @ #REF! #REF!0.013 Oh Kepala Tukang @ #REF! #REF!0.004 Oh Mandor @ #REF! #REF!
#REF!AB 28
28.1 Bahan1.100 Lbr Nok Stel Rata @ #REF! #REF!6.000 Bh Paku Sekrup 3,5" @ #REF! #REF!
28.2 Tenaga0.100 Oh Pekerja @ #REF! #REF!0.150 Oh Tukang Kayu @ #REF! #REF!0.013 Oh Kepala Tukang @ #REF! #REF!0.004 Oh Mandor @ #REF! #REF!
#REF!AC 29
29.1 Bahan1.100 Lbr Nok Stel Rata @ #REF! #REF!6.000 Bh Paku Sekrup 3,5" @ #REF! #REF!
29.2 Tenaga0.084 Oh Pekerja @ #REF! #REF!0.125 Oh Tukang Kayu @ #REF! #REF!0.013 Oh Kepala Tukang @ #REF! #REF!0.004 Oh Mandor @ #REF! #REF!
#REF!AD 30
30.1 Bahan11.000 Bh Genteng Beton @ #REF! #REF!0.030 Kg Paku Biasa 2' - 5' @ #REF! #REF!
30.2 Tenaga0.200 Oh Pekerja @ #REF! #REF!0.100 Oh Tukang Kayu @ #REF! #REF!0.010 Oh Kepala Tukang @ #REF! #REF!0.010 Oh Mandor @ #REF! #REF!
#REF!AE 31
31.1 Bahan6.900 Lbr Genteng Aspal @ #REF! #REF!0.350 Lbr Plywood 4' x 8' x 6 mm @ #REF! #REF!0.030 Kg Paku Biasa 1/2' x 1' @ #REF! #REF!0.500 Bh Plastic Aerator @ #REF! #REF!
31.2 Tenaga0.200 Oh Pekerja @ #REF! #REF!0.300 Oh Tukang Kayu @ #REF! #REF!0.003 Oh Kepala Tukang @ #REF! #REF!0.010 Oh Mandor @ #REF! #REF!
#REF!AF 32
32.1 Bahan1.020 Lbr Genteng Metal @ #REF! #REF!0.200 Kg Paku Biasa 2' - 5' @ #REF! #REF!
32.2 Tenaga0.200 Oh Pekerja @ #REF! #REF!0.100 Oh Tukang Kayu @ #REF! #REF!0.010 Oh Kepala Tukang @ #REF! #REF!0.001 Oh Mandor @ #REF! #REF!
#REF!AG 33
33.1 Bahan60.000 Bh Genteng Sirap @ #REF! #REF!0.200 Kg Paku Biasa 1/2' x 1' @ #REF! #REF!
33.2 Tenaga0.166 Oh Pekerja @ #REF! #REF!0.250 Oh Tukang Kayu @ #REF! #REF!
1 M1 Pasang Nok Stel Rata 0.92 m
1 M1 Pasang Nok Stel Rata 1.05 m
1 M2 Pasang Atap Genteng Beton
1 M2 Pasang Atap Genteng Aspal
1 M2 Pasang Atap Genteng Metal
1 M2 Pasang Atap Sirap
0.025 Oh Kepala Tukang @ #REF! #REF!0.008 Oh Mandor @ #REF! #REF!
#REF!AH 34
34.1 Bahan3.500 Bh Nok Genteng Beton @ #REF! #REF!0.050 Kg Paku Biasa 2' - 5' @ #REF! #REF!
10.800 Kg Semen Abu-abu @ #REF! #REF!
0.032 Pasir Pasang @ #REF! #REF!1.000 Kg Semen Warna @ #REF! #REF!
34.2 Tenaga0.400 Oh Pekerja @ #REF! #REF!0.200 Oh Tukang Kayu @ #REF! #REF!0.020 Oh Kepala Tukang @ #REF! #REF!0.020 Oh Mandor @ #REF! #REF!
#REF!AI 35
35.1 Bahan2.000 Bh Genteng Aspal @ #REF! #REF!0.050 Kg Paku Biasa 1/2' x 1' @ #REF! #REF!
0.004 Kayu Borneo Balok @ Rp - 35.2 Tenaga
0.125 Oh Pekerja @ #REF! #REF!0.250 Oh Tukang Kayu @ #REF! #REF!0.025 Oh Kepala Tukang @ #REF! #REF!0.006 Oh Mandor @ #REF! #REF!
#REF!AJ 36
36.1 Bahan1.100 Bh Genteng Decra Bond @ #REF! #REF!0.050 Kg Paku Biasa 1/2' x 1' @ #REF! #REF!
36.2 Tenaga0.250 Oh Pekerja @ #REF! #REF!0.150 Oh Tukang Kayu @ #REF! #REF!0.015 Oh Kepala Tukang @ #REF! #REF!0.013 Oh Mandor @ #REF! #REF!
#REF!AK 37
37.1 Bahan0.400 Lbr Seng Plat 3' x 6' bjls 28 @ #REF! #REF!0.060 Kg Paku Biasa 1/2' x 1' @ #REF! #REF!0.050 Kg Paku Biasa 2' - 5' @ #REF! #REF!
0.004 Kayu Borneo, Papan tebal 3 cm @ Rp - 37.2 Tenaga
0.125 Oh Pekerja @ #REF! #REF!0.250 Oh Tukang Kayu @ #REF! #REF!0.025 Oh Kepala Tukang @ #REF! #REF!0.006 Oh Mandor @ #REF! #REF!
#REF!AL 38
38.1 Bahan0.700 Lbr Seng Gelombang 3' x 6' bkls 28 @ #REF! #REF!0.020 Kg Paku Biasa 1/2' x 1' @ #REF! #REF!
38.2 Tenaga0.120 Oh Pekerja @ #REF! #REF!0.060 Oh Tukang Kayu @ #REF! #REF!0.006 Oh Kepala Tukang @ #REF! #REF!0.006 Oh Mandor @ #REF! #REF!
#REF!A M 39
39.1 Bahan0.300 Lbr Seng Plat 3' x 6' bkls 28 @ #REF! #REF!0.040 Kg Paku Biasa 1/2' x 1' @ #REF! #REF!
39.2 Tenaga0.150 Oh Pekerja @ #REF! #REF!0.070 Oh Tukang Kayu @ #REF! #REF!0.008 Oh Kepala Tukang @ #REF! #REF!
1 M1 Pasang Nok Genteng Beton
M3
1 M1 Pasang Nok Genteng Aspal
M3
1 M1 Pasang Nok Genteng Metal
1 M1 Pasang Nok Sirap
M3
1 M2 Pasang Atap Seng Gelombang
1 M2 Pasang Atap Nok Seng
0.006 Oh Mandor @ #REF! #REF!#REF!
AN 4040.1 Bahan
1.050 Atap Aluminium Gelombang Tebal 0. @ #REF! #REF!0.020 Kg Paku Hak Panjang 15 cm @ #REF! #REF!
40.2 Tenaga0.150 Oh Pekerja @ #REF! #REF!0.750 Oh Tukang Kayu @ #REF! #REF!0.008 Oh Kepala Tukang @ #REF! #REF!0.006 Oh Mandor @ #REF! #REF!
#REF!AO 41
41.1 Bahan
1.200 Nok Standar 40 cm 18, swg 22 @ #REF! #REF!0.040 Kg Paku Hak Panjang 15 cm @ #REF! #REF!
41.2 Tenaga0.100 Oh Pekerja @ #REF! #REF!1.000 Oh Tukang Kayu @ #REF! #REF!0.010 Oh Kepala Tukang @ #REF! #REF!0.010 Oh Mandor @ #REF! #REF!
#REF!AP 42
42.1 Bahan
1.050 Sisalaton/Aluminium Foil @ #REF! #REF!42.2 Tenaga
0.150 Oh Pekerja @ #REF! #REF!0.050 Oh Tukang Kayu @ #REF! #REF!0.005 Oh Kepala Tukang @ #REF! #REF!0.008 Oh Mandor @ #REF! #REF!
#REF!
1 M2 Pasang Atap Aluminium
M2
1 M2 Pasang Nok Aluminium
M2
1 M2 Pasang Aluminium Foil/Sisalation
M2
ANALISA BIAYA KONSTRUKSI (ABK)BANGUNAN GEDUNG DAN PERUMAHAN
PEKERJAAN LANGIT-LANGIT
A 11.1 Bahan
1.100 Lbr Pelat Asbes tebal 6 mm @ #REF! #REF!0.010 Kg Paku @ #REF! #REF!
1.2 Tenaga0.030 Oh Pekerja @ #REF! #REF!0.070 Oh Tukang Kayu @ #REF! #REF!0.007 Oh Kepala Tukang @ #REF! #REF!0.002 Oh Mandor @ #REF! #REF!
#REF!
B 22.1 Bahan
1.100 Lbr Pelat Asbes tebal 5 mm @ #REF! #REF!0.010 Kg Paku @ #REF! #REF!
2.2 Tenaga0.030 Oh Pekerja @ #REF! #REF!0.070 Oh Tukang Kayu @ #REF! #REF!0.007 Oh Kepala Tukang @ #REF! #REF!0.002 Oh Mandor @ #REF! #REF!
#REF!
C 33.1 Bahan
1.100 Lbr Pelat Asbes tebal 4 mm @ #REF! #REF!0.010 Kg Paku @ #REF! #REF!
3.2 Tenaga0.030 Oh Pekerja @ #REF! #REF!0.070 Oh Tukang Kayu @ #REF! #REF!0.007 Oh Kepala Tukang @ #REF! #REF!0.002 Oh Mandor @ #REF! #REF!
#REF!
D 44.1 Bahan
1.100 Lbr Pelat Asbes tebal 3.5 mm @ #REF! #REF!0.010 Kg Paku @ #REF! #REF!
4.2 Tenaga0.030 Oh Pekerja @ #REF! #REF!0.070 Oh Tukang Kayu @ #REF! #REF!0.007 Oh Kepala Tukang @ #REF! #REF!0.002 Oh Mandor @ #REF! #REF!
#REF!
E 55.1 Bahan
11.500 Lbr Akustik Ukuran 30 x 30 cm @ #REF! #REF!0.050 Kg Paku @ #REF! #REF!
5.2 Tenaga0.060 Oh Pekerja @ #REF! #REF!0.120 Oh Tukang Kayu @ #REF! #REF!0.012 Oh Kepala Tukang @ #REF! #REF!0.003 Oh Mandor @ #REF! #REF!
#REF!
F 66.1 Bahan
5.800 Lbr Akustik Ukuran 30 x 60 cm @ #REF! #REF!0.050 Kg Paku @ #REF! #REF!
6.2 Tenaga0.060 Oh Pekerja @ #REF! #REF!0.100 Oh Tukang Kayu @ #REF! #REF!0.010 Oh Kepala Tukang @ #REF! #REF!0.003 Oh Mandor @ #REF! #REF!
#REF!
G 7
1 M2 Langit-langit asbes (1.00 x 1.00) m, tebal 6 mm
1 M2 Langit-langit asbes (1.00 x 1.00) m, tebal 5 mm
1 M2 Langit-langit asbes (1.00 x 1.00) m, tebal 4 mm
1 M2 Langit-langit asbes (1.00 x 1.00) m, tebal 3.5 mm
1 M2 Langit-langit Akustk (30 x 30) cm
1 M2 Langit-langit Akustk (30 x 60) cm
1 M2 Langit-langit Akustk (60 x 120) cm
7.1 Bahan1.500 Lbr Akustik Ukuran 60 x 120 cm @ #REF! #REF!0.050 Kg Paku @ #REF! #REF!
7.2 Tenaga0.060 Oh Pekerja @ #REF! #REF!0.100 Oh Tukang Kayu @ #REF! #REF!0.010 Oh Kepala Tukang @ #REF! #REF!0.003 Oh Mandor @ #REF! #REF!
#REF!
H 88.1 Bahan
0.360 Lbr Plywood 4' x 8' x 6 mm @ #REF! #REF!0.030 Kg Paku @ #REF! #REF!
8.2 Tenaga0.070 Oh Pekerja @ #REF! #REF!0.100 Oh Tukang Kayu @ #REF! #REF!0.010 Oh Kepala Tukang @ #REF! #REF!0.004 Oh Mandor @ #REF! #REF!
#REF!
I 99.1 Bahan
0.360 Lbr Plywood 4' x 8' x 6 mm @ #REF! #REF!0.030 Kg Paku @ #REF! #REF!
9.2 Tenaga0.070 Oh Pekerja @ #REF! #REF!0.100 Oh Tukang Kayu @ #REF! #REF!0.010 Oh Kepala Tukang @ #REF! #REF!0.004 Oh Mandor @ #REF! #REF!
#REF!
J 1010.1 Bahan
0.375 Lbr Plywood 4' x 8' x 6 mm @ #REF! #REF!0.030 Kg Paku @ #REF! #REF!
10.2 Tenaga0.070 Oh Pekerja @ #REF! #REF!0.100 Oh Tukang Kayu @ #REF! #REF!0.010 Oh Kepala Tukang @ #REF! #REF!0.004 Oh Mandor @ #REF! #REF!
#REF!
K 1111.1 Bahan
0.375 Lbr Plywood 4' x 8' x 6 mm @ #REF! #REF!0.030 Kg Paku @ #REF! #REF!
11.2 Tenaga0.070 Oh Pekerja @ #REF! #REF!0.100 Oh Tukang Kayu @ #REF! #REF!0.010 Oh Kepala Tukang @ #REF! #REF!0.004 Oh Mandor @ #REF! #REF!
#REF!
L 1212.1 Bahan
0.360 Lbr Teakwood 4' x 8' x 4 mm @ #REF! #REF!0.030 Kg Paku @ #REF! #REF!
12.2 Tenaga0.070 Oh Pekerja @ #REF! #REF!0.100 Oh Tukang Kayu @ #REF! #REF!0.010 Oh Kepala Tukang @ #REF! #REF!0.004 Oh Mandor @ #REF! #REF!
#REF!
M 1313.1 Bahan
0.375 Lbr Teakwood 4' x 8' x 4 mm @ #REF! #REF!0.030 Kg Paku @ #REF! #REF!
13.2 Tenaga0.070 Oh Pekerja @ #REF! #REF!0.100 Oh Tukang Kayu @ #REF! #REF!0.010 Oh Kepala Tukang @ #REF! #REF!
1 M2 Langit-langit Plywood (30 x 60) cm, tebal 4 mm
1 M2 Langit-langit Plywood (30 x 60) cm, tebal 6 mm
1 M2 Langit-langit Plywood (60 x 120) cm, tebal 4 mm
1 M2 Langit-langit Plywood (60 x 120) cm, tebal 6 mm
1 M2 Langit-langit Teakwood (30 x 60) cm, tebal 4 mm
1 M2 Langit-langit Teakwood (60 x 120) cm, tebal 4 mm
0.004 Oh Mandor @ #REF! #REF!#REF!
N 1414.1 Bahan
0.024 Kayu Jati, Papan @ #REF! #REF!0.010 Kg Paku @ #REF! #REF!0.050 Kg Paku Sekrup @ #REF! #REF!
14.2 Tenaga0.200 Oh Pekerja @ #REF! #REF!0.600 Oh Tukang Kayu @ #REF! #REF!0.060 Oh Kepala Tukang @ #REF! #REF!0.010 Oh Mandor @ #REF! #REF!
#REF!
O 1515.1 Bahan
0.024 Kayu Ramin @ #REF! #REF!0.010 Kg Paku @ #REF! #REF!0.050 Kg Paku Sekrup @ #REF! #REF!
15.2 Tenaga0.200 Oh Pekerja @ #REF! #REF!0.600 Oh Tukang Kayu @ #REF! #REF!0.060 Oh Kepala Tukang @ #REF! #REF!0.010 Oh Mandor @ #REF! #REF!
#REF!
P 1616.1 Bahan
0.024 Kayu Kamper, Papan @ #REF! #REF!0.010 Kg Paku @ #REF! #REF!0.050 Kg Paku Sekrup @ #REF! #REF!
16.2 Tenaga0.200 Oh Pekerja @ #REF! #REF!0.600 Oh Tukang Kayu @ #REF! #REF!0.060 Oh Kepala Tukang @ #REF! #REF!0.010 Oh Mandor @ #REF! #REF!
#REF!
Q 1717.1 Bahan
0.350 Lbr Soft board 4' x 8' x 4 mm @ #REF! #REF!0.030 Kg Paku Biasa @ #REF! #REF!
17.2 Tenaga0.600 Oh Pekerja @ #REF! #REF!0.100 Oh Tukang Kayu @ #REF! #REF!0.010 Oh Kepala Tukang @ #REF! #REF!0.003 Oh Mandor @ #REF! #REF!
#REF!
R 1818.1 Bahan
3.600 Profil Aluminium 'T' @ #REF! #REF!0.150 Kg Kawat Seng Polos @ #REF! #REF!1.000 Bh Ramset/Dina Bolt @ #REF! #REF!1.500 Lbr Akustik Arm Strong 60 x 120 cm @ #REF! #REF!
18.2 Tenaga0.150 Oh Pekerja @ #REF! #REF!0.500 Oh Tukang Kayu @ #REF! #REF!0.050 Oh Kepala Tukang @ #REF! #REF!0.008 Oh Mandor @ #REF! #REF!
#REF!
S 1919.1 Bahan
1.100 M List Kayu Profil @ Rp - 0.010 Kg Paku @ #REF! #REF!
19.2 Tenaga0.050 Oh Pekerja @ #REF! #REF!0.050 Oh Tukang Kayu @ #REF! #REF!0.005 Oh Kepala Tukang @ #REF! #REF!0.003 Oh Mandor @ #REF! #REF!
1 M2 Langit-langit Lat Kayu Jati
M3
1 M2 Langit-langit Lat Kayu Ramin
M3
1 M2 Langit-langit Lat Kayu Kamper
M3
1 M2 Langit-langit Soft Board
1 M2 Langit-langit Akustik 60 x 120 cm + Rangka Aluminium
M1
1 M2 List Langit-langit Kayu Profil
#REF!
T 2020.1 Bahan
0.012 M Kayu Borneo, Balok @ #REF! #REF!0.060 Kg Paku Biasa @ #REF! #REF!1.100 Lbr Asbes 1 x 1 m @ #REF! #REF!
20.2 Tenaga0.180 Oh Pekerja @ #REF! #REF!0.320 Oh Tukang Kayu @ #REF! #REF!0.032 Oh Kepala Tukang @ #REF! #REF!0.009 Oh Mandor @ #REF! #REF!
#REF!
U 2121.1 Bahan
0.023 Kayu Borneo @ #REF! #REF!0.060 Kg Paku Biasa 2" - 5" @ #REF! #REF!0.390 Lbr Plywood 4' x 8' x 4 mm @ #REF! #REF!
21.2 Tenaga0.270 Oh Pekerja @ #REF! #REF!0.400 Oh Tukang Kayu @ #REF! #REF!0.040 Oh Kepala Tukang @ #REF! #REF!0.014 Oh Mandor @ #REF! #REF!
#REF!
V 2222.1 Bahan
0.023 Kayu Borneo @ #REF! #REF!0.060 Kg Paku @ #REF! #REF!5.800 Lbr Akustik 30 x 60 cm @ #REF! #REF!
22.2 Tenaga0.260 Oh Pekerja @ #REF! #REF!0.400 Oh Tukang Kayu @ #REF! #REF!0.040 Oh Kepala Tukang @ #REF! #REF!0.013 Oh Mandor @ #REF! #REF!
#REF!
W 2323.1 Bahan
0.027 Kayu Borneo @ #REF! #REF!0.060 Kg Paku @ #REF! #REF!
11.500 Lbr Akustik 30 x 60 cm @ #REF! #REF!23.2 Tenaga
0.310 Oh Pekerja @ #REF! #REF!0.470 Oh Tukang Kayu @ #REF! #REF!0.047 Oh Kepala Tukang @ #REF! #REF!0.016 Oh Mandor @ #REF! #REF!
#REF!
X 2423.1 Bahan
0.364 Lbr Gypsum Board (120x240x9) mm @ #REF! #REF!0.110 Kg Paku Sekrup @ #REF! #REF!
23.2 Tenaga0.100 Oh Pekerja @ #REF! #REF!0.050 Oh Tukang Kayu @ #REF! #REF!0.005 Oh Kepala Tukang @ #REF! #REF!0.005 Oh Mandor @ #REF! #REF!
#REF!
1 M2 Langit-langit Asbes (1 x 1) m, Tebal 3.4 mm, rangka Borneo
1 M2 Langit-langit Plywood 4 mm + Rangka Kayu Borneo
M3
1 M2 Langit-langit Akustik (30 x 60) cm + Rangka Kayu Borneo
M3
1 M2 Langit-langit Akustik (30 x 30) cm + Rangka Kayu Borneo
M3
1 M2 Langit-langit Gypsum Board, Tebal 9 mm
ANALISA BIAYA KONSTRUKSI (ABK)BANGUNAN GEDUNG DAN PERUMAHAN
PEKERJAAN SANITASI
A 1 1 Bh Kloset Duduk/Monoblok1.1 Bahan
1.000 Bh Kloset Duduk/Monoblok @ #REF! #REF!1.000 Ls Perlengkapan @ #REF! #REF!
1.2 Tenaga3.300 Oh Pekerja @ #REF! #REF!1.100 Oh Tukang Batu @ #REF! #REF!0.001 Oh Kepala Tukang @ #REF! #REF!0.160 Oh Mandor @ #REF! #REF!
#REF!B 2 1 Bh Kloset Jongkok Porselen
1.1 Bahan1.000 Bh Kloset Jongkok Porselen @ #REF! #REF!6.000 Kg Semen Portland @ #REF! #REF!
0.010 Pasir Pasang @ #REF! #REF!1.2 Tenaga
1.000 Oh Pekerja @ #REF! #REF!1.500 Oh Tukang Batu @ #REF! #REF!1.500 Oh Kepala Tukang @ #REF! #REF!0.160 Oh Mandor @ #REF! #REF!
#REF!C 3 1 Bh Kloset Jongkok Teraso
1.1 Bahan1.000 Bh Kloset Jongkok Teraso @ #REF! #REF!7.000 Bh Bata Merah @ #REF! #REF!6.000 Kg Semen Portland @ #REF! #REF!
0.010 Pasir Pasang @ #REF! #REF!1.2 Tenaga
1.000 Oh Pekerja @ #REF! #REF!1.500 Oh Tukang Batu @ #REF! #REF!0.300 Oh Kepala Tukang @ #REF! #REF!0.110 Oh Mandor @ #REF! #REF!
#REF!D 4 1 Bh Urinoir
1.1 Bahan1.000 Bh Urinoir @ #REF! #REF!1.000 Ls Perlengkapan @ #REF! #REF!6.000 Kg Semen Portland @ #REF! #REF!
0.010 Pasir Pasang @ #REF! #REF!1.2 Tenaga
1.000 Oh Pekerja @ #REF! #REF!1.000 Oh Tukang Batu @ #REF! #REF!0.100 Oh Kepala Tukang @ #REF! #REF!0.100 Oh Mandor @ #REF! #REF!
#REF!E 5 1 Bh Wastafel
1.1 Bahan1.000 Bh Wastafel @ #REF! #REF!1.000 Ls Perlengkapan @ #REF! #REF!6.000 Kg Semen Abu-abu @ #REF! #REF!
0.010 Pasir Pasang @ #REF! #REF!1.2 Tenaga
1.200 Oh Pekerja @ #REF! #REF!1.450 Oh Tukang Batu @ #REF! #REF!0.150 Oh Kepala Tukang @ #REF! #REF!0.100 Oh Mandor @ #REF! #REF!
#REF!
F 61.1 Bahan
1.000 Bh Bak Teraso @ #REF! #REF!6.000 Kg Semen Port land @ #REF! #REF!
0.010 Pasir Pasang @ #REF! #REF!
M3
M3
M3
M3
1 Bh Bak Mandi Terasso Volume 0,30 m3
M3
1.2 Tenaga2.100 Oh Pekerja @ #REF! #REF!0.750 Oh Tukang Batu @ #REF! #REF!0.070 Oh Kepala Tukang @ #REF! #REF!0.110 Oh Mandor @ #REF! #REF!
#REF!
G 71.1 Bahan
1.000 Bh Bak Fiber glass @ #REF! #REF!1.000 Ls Perlengkapan @ #REF! #REF!
1.2 Tenaga1.800 Oh Pekerja @ #REF! #REF!2.700 Oh Tukang Batu @ #REF! #REF!0.540 Oh Kepala Tukang @ #REF! #REF!0.110 Oh Mandor @ #REF! #REF!
#REF!
H 81.1 Bahan
0.400 Batu Bata @ #REF! #REF!120.000 Kg Semen Port Land @ #REF! #REF!
0.300 Pasir Pasang @ #REF! #REF!360.000 Bh Porselen (11 x 11) cm @ #REF! #REF!
6.000 Kg Semen Nat @ #REF! #REF!1.2 Tenaga
6.000 Oh Pekerja @ #REF! #REF!3.000 Oh Tukang Batu @ #REF! #REF!0.300 Oh Kepala Tukang @ #REF! #REF!0.300 Oh Mandor @ #REF! #REF!
#REF!I 9 1 Bh Badkip Porselen
1.1 Bahan1.000 Bh Badkip @ #REF! #REF!1.000 Ls Perlengkapan @ #REF! #REF!
1.2 Tenaga- Oh Pekerja #REF!
0.075 Oh Tukang Batu @ #REF! #REF!0.750 Oh Kepala Tukang @ #REF! #REF!0.250 Oh Mandor @ #REF! #REF!
#REF!
J 101.1 Bahan
0.900 Beton 1 : 1 1/2 : 2 1/2 @ #REF! #REF!180.000 Kg Besi Beton @ #REF! #REF!
8.000 Kayu Cetakan @ Rp -
5.000 Ubin Porselen @ #REF! #REF!1.000 Ls Perlengkapan @ #REF! #REF! #REF!
1.2 Tenaga3.500 Oh Pekerja @ #REF! #REF! #REF!4.500 Oh Tukang Batu @ #REF! #REF!0.900 Oh Kepala Tukang @ #REF! #REF!0.900 Oh Mandor @ #REF! #REF!
#REF!
K 111.1 Bahan
1.000 Bh Bak Fiber Glass @ #REF! #REF!1.000 Ls Perlengkapan @ #REF! #REF!
1.2 Tenaga3.000 Oh Pekerja @ #REF! #REF!4.500 Oh Tukang Batu @ #REF! #REF!0.900 Oh Kepala Tukang @ #REF! #REF!0.900 Oh Mandor @ #REF! #REF!
#REF!
L 121.1 Bahan
1.600 Bh Pipa Tanah @ #REF! #REF!0.680 Kg Semen Portland @ #REF! #REF!
1 Bh Bak Mandi Fiber Glass Volume 0,30 m3
1 Bh Bak Mandi Batu Bata Volume 0,30 m3
M3
M3
1 Bh Bak Beton Volume 1m3 air
M3
M3
M2
1 Bh Bak Fiber Glass Volume 1 m3 air
1 m1 Pipa Penyalur Air Limbah Jenis Pipa Tanah, Diameter 15 cm
0.013 Pasir Pasang @ #REF! #REF!
0.011 Pasir Urug @ #REF! #REF!1.2 Tenaga
0.060 Oh Pekerja @ #REF! #REF!0.030 Oh Tukang Batu @ #REF! #REF!0.003 Oh Kepala Tukang @ #REF! #REF!0.003 Oh Mandor @ #REF! #REF!
#REF!
M 131.1 Bahan
1.600 Bh Pipa Tanah @ #REF! #REF!0.870 Kg Semen Portland @ #REF! #REF!
0.014 Pasir Pasang @ #REF! #REF!
0.014 Pasir Urug @ #REF! #REF!1.2 Tenaga
0.080 Oh Pekerja @ #REF! #REF!0.040 Oh Tukang Batu @ #REF! #REF!0.004 Oh Kepala Tukang @ #REF! #REF!0.007 Oh Mandor @ #REF! #REF!
#REF!
N 141.1 Bahan
1.100 Bh Pipa Beton @ #REF! #REF!
0.027 Batu Bata @ #REF! #REF!3.920 Kg Semen Portland @ #REF! #REF!
0.056 Pasir Pasang @ #REF! #REF!
0.024 Pasir Urug @ #REF! #REF!1.2 Tenaga
0.140 Oh Pekerja @ #REF! #REF!0.070 Oh Tukang Batu @ #REF! #REF!0.007 Oh Kepala Tukang @ #REF! #REF!0.007 Oh Mandor @ #REF! #REF!
#REF!
O 151.1 Bahan
1.100 Bh Pipa Beton @ #REF! #REF!
0.550 Batu Bata @ #REF! #REF!10.300 Kg Semen Portland @ #REF! #REF!
0.061 Pasir Pasang @ #REF! #REF!
0.069 Pasir Urug @ #REF! #REF!1.2 Tenaga
0.380 Oh Pekerja @ #REF! #REF!0.190 Oh Tukang Batu @ #REF! #REF!0.019 Oh Kepala Tukang @ #REF! #REF!0.019 Oh Mandor @ #REF! #REF!
#REF!P 16 1 Bh Bak Kontrol Pasangan Batu Bata Ukuran (30 x 30) cm, Tinggi 35 cm
1.1 Bahan
0.145 Batu Bata @ #REF! #REF!44.000 Kg Semen Portland @ #REF! #REF!
0.070 Pasir Pasang @ #REF! #REF!
0.070 Batu Kerikil @ #REF! #REF!1.600 Kg Besi Beton @ #REF! #REF!
0.060 Pasir Urug @ #REF! #REF!1.2 Tenaga
3.200 Oh Pekerja @ #REF! #REF!1.015 Oh Tukang Batu @ #REF! #REF!0.002 Oh Kepala Tukang @ #REF! #REF!0.016 Oh Mandor @ #REF! #REF!
#REF!Q 17 1 Bh Bak Kontrol Pasangan Batu Bata Ukuran (45 x 45) cm, Tinggi 50 cm
1.1 Bahan
0.250 Batu Bata @ #REF! #REF!77.000 Kg Semen Portland @ #REF! #REF!
0.130 Pasir Pasang @ #REF! #REF!
M3
M3
1 m1 Pipa Penyalur Air Limbah Jenis Pipa Tanah, Diameter 20 cm
M3
M3
1 m1 Pipa Beton, Diameter 15 cm - 20cm
M3
M3
M3
1 m1 Pipa Beton, Diameter 30 cm - 100cm
M3
M3
M3
M3
M3
M3
M3
M3
M3
0.020 Batu Kerikil @ #REF! #REF!2.600 Kg Besi Beton @ #REF! #REF!
0.090 Pasir Urug @ #REF! #REF!1.2 Tenaga
1.420 Oh Pekerja @ #REF! #REF!0.473 Oh Tukang Batu @ #REF! #REF!0.047 Oh Kepala Tukang @ #REF! #REF!0.071 Oh Mandor @ #REF! #REF!
#REF!R 18 1 Bh Bak Kontrol Pasangan Batu Bata Ukuran (60 x 60) cm, Tinggi 65 cm
1.1 Bahan
0.371 Batu Bata @ #REF! #REF!114.000 Kg Semen Portland @ #REF! #REF!
0.184 Pasir Pasang @ #REF! #REF!
0.033 Batu Kerikil @ #REF! #REF!4.850 Kg Besi Beton @ #REF! #REF!
0.120 Pasir Urug @ #REF! #REF!1.2 Tenaga
2.160 Oh Pekerja @ #REF! #REF!0.720 Oh Tukang Batu @ #REF! #REF!0.072 Oh Kepala Tukang @ #REF! #REF!0.108 Oh Mandor @ #REF! #REF!0.100 Oh Tukang Gali @ #REF! #REF!
#REF!
S 191.1 Bahan
1.200 Pipa Galvanis @ #REF! #REF!1.000 Ls Perlengkapan @ #REF! #REF!
1.2 Tenaga0.054 Oh Pekerja @ #REF! #REF!0.090 Oh Tukang Batu @ #REF! #REF!0.009 Oh Kepala Tukang @ #REF! #REF!0.027 Oh Mandor @ #REF! #REF!
#REF!
T 201.1 Bahan
1.200 Pipa Galvanis @ #REF! #REF!1.000 Ls Perlengkapan @ #REF! #REF!
1.2 Tenaga0.054 Oh Pekerja @ #REF! #REF!0.090 Oh Tukang Batu @ #REF! #REF!0.009 Oh Kepala Tukang @ #REF! #REF!0.027 Oh Mandor @ #REF! #REF!
#REF!
U 211.1 Bahan
1.200 Pipa Galvanis @ #REF! #REF!1.000 Ls Perlengkapan @ #REF! #REF!
1.2 Tenaga0.054 Oh Pekerja @ #REF! #REF!0.090 Oh Tukang Batu @ #REF! #REF!0.009 Oh Kepala Tukang @ #REF! #REF!0.027 Oh Mandor @ #REF! #REF!
#REF!
V 221.1 Bahan
1.200 Pipa Galvanis @ #REF! #REF!1.000 Ls Perlengkapan @ #REF! #REF!
1.2 Tenaga0.108 Oh Pekerja @ #REF! #REF!0.180 Oh Tukang Batu @ #REF! #REF!0.018 Oh Kepala Tukang @ #REF! #REF!0.005 Oh Mandor @ #REF! #REF!
#REF!
W 23
M3
M3
M3
M3
M3
M3
1 m1 Pipa Galvanis F 1/2"
M1
1 m1 Pipa Galvanis F 3/4"
M1
1 m1 Pipa Galvanis F 1"
M1
1 m1 Pipa Galvanis F 1 1/2"
M1
1 m1 Pipa Galvanis F 3"
1.1 Bahan
1.200 Pipa Galvanis @ #REF! #REF!1.000 Ls Perlengkapan @ #REF! #REF!
1.2 Tenaga0.108 Oh Pekerja @ #REF! #REF!0.180 Oh Tukang Batu @ #REF! #REF!0.018 Oh Kepala Tukang @ #REF! #REF!0.005 Oh Mandor @ #REF! #REF!
#REF!
X 241.1 Bahan
1.200 Pipa Galvanis @ #REF! #REF!1.000 Ls Perlengkapan @ #REF! #REF!
1.2 Tenaga0.135 Oh Pekerja @ #REF! #REF!0.225 Oh Tukang Batu @ #REF! #REF!0.023 Oh Kepala Tukang @ #REF! #REF!0.007 Oh Mandor @ #REF! #REF!
#REF!
Y 251.1 Bahan
1.200 Pipa PVC @ #REF! #REF!1.000 Ls Perlengkapan @ #REF! #REF!
1.2 Tenaga0.036 Oh Pekerja @ #REF! #REF!0.060 Oh Tukang Batu @ #REF! #REF!0.006 Oh Kepala Tukang @ #REF! #REF!0.002 Oh Mandor @ #REF! #REF!
. #REF!
Z 261.1 Bahan
1.200 Pipa PVC @ #REF! #REF!1.000 Ls Perlengkapan @ #REF! #REF!
1.2 Tenaga0.036 Oh Pekerja @ #REF! #REF!0.060 Oh Tukang Batu @ #REF! #REF!0.006 Oh Kepala Tukang @ #REF! #REF!0.002 Oh Mandor @ #REF! #REF!
. #REF!
AA 271.1 Bahan
1.200 Pipa PVC @ #REF! #REF!1.000 Ls Perlengkapan @ #REF! #REF!
1.2 Tenaga0.036 Oh Pekerja @ #REF! #REF!0.060 Oh Tukang Batu @ #REF! #REF!0.006 Oh Kepala Tukang @ #REF! #REF!0.002 Oh Mandor @ #REF! #REF!
. #REF!
AB 281.1 Bahan
1.200 Pipa PVC @ #REF! #REF!1.000 Ls Perlengkapan @ #REF! #REF!
1.2 Tenaga0.036 Oh Pekerja @ #REF! #REF!0.060 Oh Tukang Batu @ #REF! #REF!0.006 Oh Kepala Tukang @ #REF! #REF!0.002 Oh Mandor @ #REF! #REF!
. #REF!
AC 291.1 Bahan
1.200 Pipa PVC @ #REF! #REF!1.000 Ls Perlengkapan @ #REF! #REF!
1.2 Tenaga0.054 Oh Pekerja @ #REF! #REF!0.090 Oh Tukang Batu @ #REF! #REF!
M1
1 m1 Pipa Galvanis F 4"
M1
1 m1 Pipa PVC tipe AW F 1/2"
M1
1 m1 Pipa PVC tipe AW F 3/4"
M1
1 m1 Pipa PVC tipe AW F 1"
M1
1 m1 Pipa PVC tipe AW F 1 1/2"
M1
1 m1 Pipa PVC tipe AW F 2"
M1
0.009 Oh Kepala Tukang @ #REF! #REF!0.003 Oh Mandor @ #REF! #REF!
. #REF!
AD 301.1 Bahan
1.200 Pipa PVC @ #REF! #REF!1.000 Ls Perlengkapan @ #REF! #REF!
1.2 Tenaga0.036 Oh Pekerja @ #REF! #REF!0.060 Oh Tukang Batu @ #REF! #REF!0.006 Oh Kepala Tukang @ #REF! #REF!0.002 Oh Mandor @ #REF! #REF!
. #REF!
AE 311.1 Bahan
1.200 Pipa PVC @ #REF! #REF!1.000 Ls Perlengkapan @ #REF! #REF!
1.2 Tenaga0.081 Oh Pekerja @ #REF! #REF!0.135 Oh Tukang Batu @ #REF! #REF!0.014 Oh Kepala Tukang @ #REF! #REF!0.004 Oh Mandor @ #REF! #REF!
. #REF!
AF 321.1 Bahan
1.200 Pipa PVC @ #REF! #REF!1.000 Ls Perlengkapan @ #REF! #REF!
1.2 Tenaga0.081 Oh Pekerja @ #REF! #REF!0.135 Oh Tukang Batu @ #REF! #REF!0.014 Oh Kepala Tukang @ #REF! #REF!0.004 Oh Mandor @ #REF! #REF!
. #REF!AG 33 1 Bh Bak Cuci Piring Stainless Steel
1.1 Bahan1.000 Bh Bak Cuci Stainless Steel @ #REF! #REF!1.000 Set Water Drain + Asesories @ #REF! #REF!
1.2 Tenaga0.030 Oh Pekerja @ #REF! #REF!0.300 Oh Tukang Batu @ #REF! #REF!0.030 Oh Kepala Tukang @ #REF! #REF!0.002 Oh Mandor @ #REF! #REF!
. #REF!AH 34 1 Bh Bak Cuci Piring Teraso
1.1 Bahan1.000 Bh Bak Cuci Teraso @ #REF! #REF!1.000 Set Water Drain + Asesories @ #REF! #REF!
20.000 Kg Semen Portland @ #REF! #REF!
0.050 Pasir @ #REF! #REF!1.2 Tenaga
0.050 Oh Pekerja @ #REF! #REF!0.500 Oh Tukang Batu @ #REF! #REF!0.050 Oh Kepala Tukang @ #REF! #REF!0.003 Oh Mandor @ #REF! #REF!
. #REF!AI 35 1 Bh Bak Kran Diameter 3/4" atau 1/2"
1.1 Bahan1.000 Bh Kran Air @ #REF! #REF!0.025 Bh Seal Tape @ #REF! #REF!
1.2 Tenaga0.010 Oh Pekerja @ #REF! #REF!0.100 Oh Tukang Batu @ #REF! #REF!0.010 Oh Kepala Tukang @ #REF! #REF!0.005 Oh Mandor @ #REF! #REF!
. #REF!AJ 36 1 Bh Floor Drain
1 m1 Pipa PVC tipe AW F 2 1/2"
M1
1 m1 Pipa PVC tipe AW F 3"
M1
1 m1 Pipa PVC tipe AW F 4"
M1
M3
1.1 Bahan1.000 Bh Floor Drain @ #REF! #REF!
1.2 Tenaga0.010 Oh Pekerja @ #REF! #REF!0.100 Oh Tukang Batu @ #REF! #REF!0.010 Oh Kepala Tukang @ #REF! #REF!0.005 Oh Mandor @ #REF! #REF!
. #REF!
ANALISA BIAYA KONSTRUKSI (ABK)BANGUNAN GEDUNG DAN PERUMAHAN
PEKERJAAN BESI DAN ALUMINIUM
A 1 1 Kg Pasang Rangka Atap Baja1.1 Bahan
1.000 Kg Besi profil WF @ #REF! #REF!1.000 Kg Meni Besi @ #REF! #REF!
1.2 Tenaga0.006 Oh Tukang Besi @ #REF! #REF!0.060 Oh Pekerja @ #REF! #REF!0.006 Oh Kepala Tukang @ #REF! #REF!0.000 Oh Mandor @ #REF! #REF!
#REF!
B 22.1 Bahan
1.000 Pintu Besi Baja @ #REF! #REF!2.2 Tenaga
0.650 Oh Tukang Besi @ #REF! #REF!0.650 Oh Pekerja @ #REF! #REF!0.065 Oh Kepala Tukang @ #REF! #REF!0.032 Oh Mandor @ #REF! #REF!
#REF!
C 33.1 Bahan
1.000 Jendela Besi @ #REF! #REF!3.2 Tenaga
1.050 Oh Tukang Besi @ #REF! #REF!1.050 Oh Pekerja @ #REF! #REF!0.105 Oh Kepala Tukang @ #REF! #REF!0.005 Oh Mandor @ #REF! #REF!
#REF!
D 44.1 Bahan
1.000 Jendela Besi Tahan Api @ #REF! #REF!4.2 Tenaga
1.200 Oh Tukang Besi @ #REF! #REF!1.022 Oh Pekerja @ #REF! #REF!0.120 Oh Kepala Tukang @ #REF! #REF!0.006 Oh Mandor @ #REF! #REF!
#REF!
E 55.1 Bahan
1.000 Pintu Gulung Besi @ #REF! #REF!5.2 Tenaga
1.200 Oh Tukang Besi @ #REF! #REF!1.200 Oh Pekerja @ #REF! #REF!0.120 Oh Kepala Tukang @ #REF! #REF!0.006 Oh Mandor @ #REF! #REF!
#REF!
F 66.1 Bahan
1.000 Pintu Lipat @ #REF! #REF!6.2 Tenaga
1.050 Oh Tukang Besi @ #REF! #REF!1.050 Oh Pekerja @ #REF! #REF!0.105 Oh Kepala Tukang @ #REF! #REF!0.005 Oh Mandor @ #REF! #REF!
#REF!G 7
7.1 Bahan
1.000 Sunscreem Aluminium @ #REF! #REF!7.2 Tenaga
0.800 Oh Tukang Besi @ #REF! #REF!0.080 Oh Pekerja @ #REF! #REF!
1 M2 Pasang Pintu Besi Baja
M2
1 M2 Pasang Jendela Besi
M2
1 M2 Pasang Jendela Besi Tahan Api
M2
1 M2 Pasang Pintu Gulung Besi
M2
1 M2 Pasang Pintu Lipat
M2
1 M2 Pasang Pintu Sunscreem Aluminium
M2
0.080 Oh Kepala Tukang @ #REF! #REF!0.004 Oh Mandor @ #REF! #REF!
#REF!H 8
8.1 Bahan
1.000 Rool Dor @ #REF! #REF!8.2 Tenaga
1.500 Oh Tukang Besi @ #REF! #REF!1.050 Oh Pekerja @ #REF! #REF!0.105 Oh Kepala Tukang @ #REF! #REF!0.005 Oh Mandor @ #REF! #REF!
#REF!I 9
9.1 Bahan
1.000 Pintu Aluminium @ #REF! #REF!9.2 Tenaga
1.050 Oh Tukang Besi @ #REF! #REF!1.050 Oh Pekerja @ #REF! #REF!0.105 Oh Kepala Tukang @ #REF! #REF!0.005 Oh Mandor @ #REF! #REF!
#REF!J 10
10.1 Bahan
1.000 Venetions Blinds @ #REF! #REF!10.2 Tenaga
0.350 Oh Tukang Besi @ #REF! #REF!0.350 Oh Pekerja @ #REF! #REF!0.035 Oh Kepala Tukang @ #REF! #REF!0.002 Oh Mandor @ #REF! #REF!
#REF!K 11
11.1 Bahan
1.000 Vertikals Blinds @ #REF! #REF!11.2 Tenaga
0.350 Oh Tukang Besi @ #REF! #REF!0.350 Oh Pekerja @ #REF! #REF!0.035 Oh Kepala Tukang @ #REF! #REF!0.002 Oh Mandor @ #REF! #REF!
#REF!L 12
12.1 Bahan
11.500 Besi Strip 2 x 3 @ #REF! #REF!12.2 Tenaga
1.200 Oh Tukang Las @ #REF! #REF!1.200 Oh Pekerja @ #REF! #REF!0.012 Oh Kepala Tukang @ #REF! #REF!0.001 Oh Mandor @ #REF! #REF!
#REF!M 13
13.1 Bahan
1.100 Kawat Harmonika @ #REF! #REF!0.020 Kg Paku Biasa 1/2" - 1" @ #REF! #REF!
0.002 Kayu Kamper, Papan @ #REF! #REF!13.2 Tenaga
0.100 Oh Pekerja @ #REF! #REF!0.100 Oh Tukang Kayu @ #REF! #REF!0.010 Oh Kepala Tukang @ #REF! #REF!0.001 Oh Mandor @ #REF! #REF!
#REF!N 14
14.1 Bahan
1.100 Kawat Nyamuk @ #REF! #REF!0.020 Kg Paku Biassa 1/2" - 1" @ #REF! #REF!
0.002 Kayu Kamper, Papan @ #REF! #REF!14.2 Tenaga
0.100 Oh Pekerja @ #REF! #REF!0.100 Oh Tukang Kayu @ #REF! #REF!
1 M2 Pasang Rolling Door
M2
1 M2 Pasang Pintu Aluminium
M2
1 M2 Pasang Venetions Blinds
M2
1 M2 Pasang Vertikals Blinds
M2
1 M2 Pasang Terali Besi
M1
1 M2 Pasang Kawat Harmonika
M2
M3
1 M2 Pasang Kawat Nyamuk
M2
M3
0.010 Oh Kepala Tukang @ #REF! #REF!0.001 Oh Mandor @ #REF! #REF!
#REF!O 15
15.1 Bahan
1.100 Kawat Kassa @ #REF! #REF!0.020 Kg Paku Biassa 1/2" - 1" @ #REF! #REF!
0.002 Kayu Kamper, Papan @ #REF! #REF!15.2 Tenaga
0.100 Oh Pekerja @ #REF! #REF!0.100 Oh Tukang Kayu @ #REF! #REF!0.010 Oh Kepala Tukang @ #REF! #REF!0.001 Oh Mandor @ #REF! #REF!
#REF!P 16
16.1 Bahan
1.100 Kawat Burung @ #REF! #REF!0.020 Kg Paku Biasa 1/2" - 1" @ #REF! #REF!
0.002 Kayu Kamper, Papan @ #REF! #REF!16.2 Tenaga
0.100 Oh Pekerja @ #REF! #REF!0.100 Oh Tukang Kayu @ #REF! #REF!0.010 Oh Kepala Tukang @ #REF! #REF!0.001 Oh Mandor @ #REF! #REF!
#REF!Q 17
17.1 Bahan
1.100 Jendela Nako @ #REF! #REF!0.020 Kg Paku Biasa 1/2" - 1" atau sekrup @ #REF! #REF!
0.025 Besi Strip @ #REF! #REF!17.2 Tenaga
0.200 Oh Pekerja @ #REF! #REF!0.200 Oh Tukang Kayu @ #REF! #REF!0.020 Oh Kepala Tukang @ #REF! #REF!0.001 Oh Mandor @ #REF! #REF!
#REF!R 18
18.1 Bahan0.500 Lbr Seng Plat 3' x 6' bjls 28 @ #REF! #REF!0.015 Kg Paku Biasa 1/2" - 1" @ #REF! #REF!
0.010 Kayu Borneo, Papan @ #REF! #REF!0.250 Kg Flincote / Meni Besi @ #REF! #REF!
18.2 Tenaga0.150 Oh Pekerja @ #REF! #REF!0.400 Oh Tukang Kayu @ #REF! #REF!0.025 Oh Kepala Tukang @ #REF! #REF!0.001 Oh Mandor @ #REF! #REF!
#REF!S 19
19.1 Bahan0.500 Lbr Seng Plat 3' x 6' bjls 28 @ #REF! #REF!0.015 Kg Paku Biasa 1/2" - 1" @ #REF! #REF!
0.019 Kayu Borneo, Papan @ #REF! #REF!0.300 Kg Flincote / Meni Besi @ #REF! #REF!
19.2 Tenaga0.040 Oh Pekerja @ #REF! #REF!0.400 Oh Tukang Kayu @ #REF! #REF!0.025 Oh Kepala Tukang @ #REF! #REF!0.001 Oh Mandor @ #REF! #REF!
#REF!T 20
20.1 Bahan0.300 Lbr Seng Plat 3' x 6' bjls 28 @ #REF! #REF!0.100 Kg Paku Biasa 1/2" - 1" @ #REF! #REF!
0.019 Kayu Borneo, Papan @ #REF! #REF!0.500 Kg Besi Strip @ #REF! #REF!
20.2 Tenaga
1 M2 Pasang Kawat Kassa
M2
M3
1 M2 Pasang Kawat Burung
M2
M3
1 M2 Pasang Jendela Nako dan Tralis
M2
M2
1 M2 Pasang Talang Datar, Seng BJLS 28
M3
1 M2 Pasang Talang Miring, Seng BJLS 28
M3
1 M2 Pasang Talang Lingkaran D-10 Cm, Seng BJLS 28
M3
0.150 Oh Pekerja @ #REF! #REF!0.250 Oh Tukang Kayu @ #REF! #REF!0.025 Oh Kepala Tukang @ #REF! #REF!0.001 Oh Mandor @ #REF! #REF!
#REF!U 21
21.1 Bahan0.300 Lbr Seng Plat 3' x 6' bjls 24 @ #REF! #REF!0.100 Kg Paku Biasa 1/2" - 1" @ #REF! #REF!
0.019 Kayu Borneo, Papan @ #REF! #REF!0.500 Kg Besi Strip @ #REF! #REF!
21.2 Tenaga0.150 Oh Pekerja @ #REF! #REF!0.250 Oh Tukang Kayu @ #REF! #REF!0.025 Oh Kepala Tukang @ #REF! #REF!0.001 Oh Mandor @ #REF! #REF!
#REF!
1 M2 Pasang Talang Lingkaran D-10 Cm, Seng BJLS 24
M3
ANALISA BIAYA KONSTRUKSI (ABK)BANGUNAN GEDUNG DAN PERUMAHAN
PEKERJAAN KUNCI DAN KACA
A 1 1 Bh Pasang Kunci Tanam Antik1.1 Bahan
1.000 Bh Kunci Tanam Antik @ #REF! #REF!1.2 Tenaga
0.060 Oh Pekerja @ #REF! #REF!0.600 Oh Tukang Kayu @ #REF! #REF!0.060 Oh Kepala Tukang @ #REF! #REF!0.003 Oh Mandor @ #REF! #REF!
#REF!B 2 1 Bh Pasang Kunci Tanam Biasa
2.1 Bahan1.000 Bh Kunci Tanam Biasa @ #REF! #REF!
2.2 Tenaga0.010 Oh Pekerja @ #REF! #REF!0.500 Oh Tukang Kayu @ #REF! #REF!0.010 Oh Kepala Tukang @ #REF! #REF!0.005 Oh Mandor @ #REF! #REF!
#REF!C 3 1 Bh Pasang Kunci Tanam Kamar Mandi
3.1 Bahan1.000 Bh Kunci Tanam Kamar Mandi @ #REF! #REF!
3.2 Tenaga0.005 Oh Pekerja @ #REF! #REF!0.500 Oh Tukang Kayu @ #REF! #REF!0.005 Oh Kepala Tukang @ #REF! #REF!0.003 Oh Mandor @ #REF! #REF!
#REF!D 4 1 Bh Pasang Kunci Silinder
4.1 Bahan1.000 Bh Kunci Silinder @ #REF! #REF!
4.2 Tenaga0.005 Oh Pekerja @ #REF! #REF!0.500 Oh Tukang Kayu @ #REF! #REF!0.005 Oh Kepala Tukang @ #REF! #REF!0.000 Oh Mandor @ #REF! #REF!
#REF!E 5 1 Bh Pasang Engsel Pintu
5.1 Bahan1.000 Bh Engsel Pintu @ #REF! #REF!
5.2 Tenaga0.015 Oh Pekerja @ #REF! #REF!0.150 Oh Tukang Kayu @ #REF! #REF!0.015 Oh Kepala Tukang @ #REF! #REF!0.001 Oh Mandor @ #REF! #REF!
#REF!F 6 1 Bh Pasang Engsel Jendela Kupu-kupu
6.1 Bahan1.000 Bh Engsel Jendela @ #REF! #REF!
6.2 Tenaga0.010 Oh Pekerja @ #REF! #REF!0.100 Oh Tukang Kayu @ #REF! #REF!0.010 Oh Kepala Tukang @ #REF! #REF!0.001 Oh Mandor @ #REF! #REF!
#REF!G 7 1 Bh Pasang Engsel Angin
7.1 Bahan1.000 Bh Engsel Angin @ #REF! #REF!
7.2 Tenaga0.020 Oh Pekerja @ #REF! #REF!0.200 Oh Tukang Kayu @ #REF! #REF!0.020 Oh Kepala Tukang @ #REF! #REF!0.010 Oh Mandor @ #REF! #REF!
#REF!H 8 1 Bh Pasang Spring Knip
8.1 Bahan1.000 Bh Spring Knip @ #REF! #REF!
8.2 Tenaga0.015 Oh Pekerja @ #REF! #REF!0.150 Oh Tukang Kayu @ #REF! #REF!0.015 Oh Kepala Tukang @ #REF! #REF!0.001 Oh Mandor @ #REF! #REF!
#REF!I 9 1 Bh Pasang Kait Angin
9.1 Bahan1.000 Bh Kait Angin @ #REF! #REF!
9.2 Tenaga0.015 Oh Pekerja @ #REF! #REF!0.150 Oh Tukang Kayu @ #REF! #REF!0.015 Oh Kepala Tukang @ #REF! #REF!0.001 Oh Mandor @ #REF! #REF!
#REF!J 10 1 Bh Pasang Door Closer
10.1 Bahan1.000 Bh Door Closer @ #REF! #REF!
10.2 Tenaga0.050 Oh Pekerja @ #REF! #REF!0.500 Oh Tukang Kayu @ #REF! #REF!0.050 Oh Kepala Tukang @ #REF! #REF!0.003 Oh Mandor @ #REF! #REF!
#REF!K 11 1 Bh Pasang Kunci Selot
11.1 Bahan1.000 Bh Kunci Selot @ #REF! #REF!
11.2 Tenaga0.020 Oh Pekerja @ #REF! #REF!0.200 Oh Tukang Kayu @ #REF! #REF!0.020 Oh Kepala Tukang @ #REF! #REF!0.001 Oh Mandor @ #REF! #REF!
#REF!L 12 1 Bh Pasang Pegangan Pintu / Door Holder
12.1 Bahan1.000 Bh Door Holder @ #REF! #REF!
12.2 Tenaga0.050 Oh Pekerja @ #REF! #REF!0.500 Oh Tukang Kayu @ #REF! #REF!0.050 Oh Kepala Tukang @ #REF! #REF!0.003 Oh Mandor @ #REF! #REF!
#REF!M 13 1 Bh Pasang Door Stop
13.1 Bahan1.000 Bh Door Stop @ #REF! #REF!
13.2 Tenaga0.010 Oh Pekerja @ #REF! #REF!0.100 Oh Tukang Kayu @ #REF! #REF!0.010 Oh Kepala Tukang @ #REF! #REF!0.001 Oh Mandor @ #REF! #REF!
#REF!N 14 1 Bh Pasang Rell Pintu Dorong
14.1 Bahan1.000 Bh Rell Pintu dorong @ #REF! #REF!
14.2 Tenaga0.060 Oh Pekerja @ #REF! #REF!0.600 Oh Tukang Kayu @ #REF! #REF!0.060 Oh Kepala Tukang @ #REF! #REF!0.003 Oh Mandor @ #REF! #REF!
#REF!O 15 1 Bh Pasang Kunci Lemari
15.1 Bahan1.000 Bh Kunci Lemari @ #REF! #REF!
15.2 Tenaga0.025 Oh Pekerja @ #REF! #REF!0.250 Oh Tukang Kayu @ #REF! #REF!0.025 Oh Kepala Tukang @ #REF! #REF!0.001 Oh Mandor @ #REF! #REF!
#REF!
P 1616.1 Bahan
1.100 Kaca @ #REF! #REF!16.2 Tenaga
0.015 Oh Pekerja @ #REF! #REF!0.150 Oh Tukang Kayu @ #REF! #REF!0.015 Oh Kepala Tukang @ #REF! #REF!0.001 Oh Mandor @ #REF! #REF!
#REF!
Q 1717.1 Bahan
1.100 Kaca @ #REF! #REF!17.2 Tenaga
0.015 Oh Pekerja @ #REF! #REF!0.150 Oh Tukang Kayu @ #REF! #REF!0.015 Oh Kepala Tukang @ #REF! #REF!0.001 Oh Mandor @ #REF! #REF!
#REF!
R 1818.1 Bahan
1.100 Kaca @ #REF! #REF!18.2 Tenaga
0.017 Oh Pekerja @ #REF! #REF!0.165 Oh Tukang Kayu @ #REF! #REF!0.017 Oh Kepala Tukang @ #REF! #REF!0.001 Oh Mandor @ #REF! #REF!
#REF!
S 1919.1 Bahan
1.100 Kaca Buram @ #REF! #REF!0.050 Kg Sealent @ #REF! #REF!
19.2 Tenaga0.025 Oh Pekerja @ #REF! #REF!0.250 Oh Tukang Kayu @ #REF! #REF!0.025 Oh Kepala Tukang @ #REF! #REF!0.001 Oh Mandor @ #REF! #REF!
#REF!
S 2020.1 Bahan
1.100 Kaca Cermin @ #REF! #REF!20.2 Tenaga
0.015 Oh Pekerja @ #REF! #REF!0.150 Oh Tukang Kayu @ #REF! #REF!0.015 Oh Kepala Tukang @ #REF! #REF!0.001 Oh Mandor @ #REF! #REF!
#REF!
T 2121.1 Bahan
1.100 Kaca Cermin @ #REF! #REF!21.2 Tenaga
0.015 Oh Pekerja @ #REF! #REF!0.150 Oh Tukang Kayu @ #REF! #REF!0.015 Oh Kepala Tukang @ #REF! #REF!0.001 Oh Mandor @ #REF! #REF!
#REF!
U 2222.1 Bahan
1.100 Kaca Cermin @ #REF! #REF!22.2 Tenaga
0.017 Oh Pekerja @ #REF! #REF!
1 M2 Pasang Kaca, Tebal 3 mm
M2
1 M2 Pasang Kaca, Tebal 5 mm
M2
1 M2 Pasang Kaca, Tebal 8 mm
M2
1 M2 Pasang Kaca Buram, Tebal 12 mm
M2
1 M2 Pasang Kaca Cermin, Tebal 5 mm
M2
1 M2 Pasang Kaca Cermin, Tebal 6 mm
M2
1 M2 Pasang Kaca Cermin, Tebal 8 mm
M2
0.165 Oh Tukang Kayu @ #REF! #REF!0.017 Oh Kepala Tukang @ #REF! #REF!0.001 Oh Mandor @ #REF! #REF!
#REF!
V 2323.1 Bahan
1.100 Kaca Wireglass @ #REF! #REF!23.2 Tenaga
0.015 Oh Pekerja @ #REF! #REF!0.150 Oh Tukang Kayu @ #REF! #REF!0.015 Oh Kepala Tukang @ #REF! #REF!0.001 Oh Mandor @ #REF! #REF!
#REF!
W 2424.1 Bahan
1.100 Kaca Patri @ #REF! #REF!24.2 Tenaga
0.015 Oh Pekerja @ #REF! #REF!0.150 Oh Tukang Kayu @ #REF! #REF!0.015 Oh Kepala Tukang @ #REF! #REF!0.001 Oh Mandor @ #REF! #REF!
#REF!
1 M2 Pasang Kaca "Wireglass", Tebal 5 mm
M2
1 M2 Pasang Kaca Patri, Tebal 5 mm
M2
ANALISA BIAYA KONSTRUKSI (ABK)BANGUNAN GEDUNG DAN PERUMAHAN
PEKERJAAN PENUTUP LANTAI DAN DINDING
A 11.1 Bahan
6.630 Bh Ubin Abu-abu 40 x 40 cm @ #REF! #REF!9.800 Kg Semen Portland @ #REF! #REF!
0.022 Pasir Pasang @ #REF! #REF!1.2 Tenaga
0.250 Oh Pekerja @ #REF! #REF!0.120 Oh Tukang Batu @ #REF! #REF!0.012 Oh Kepala Tukang @ #REF! #REF!0.013 Oh Mandor @ #REF! #REF!
#REF!
B 22.1 Bahan
11.870 Bh Ubin Abu-abu 30 x 30 cm @ #REF! #REF!10.000 Kg Semen Portland @ #REF! #REF!
0.022 Pasir Pasang @ #REF! #REF!2.2 Tenaga
0.260 Oh Pekerja @ #REF! #REF!0.125 Oh Tukang Batu @ #REF! #REF!0.013 Oh Kepala Tukang @ #REF! #REF!0.013 Oh Mandor @ #REF! #REF!
#REF!
C 33.1 Bahan
26.500 Bh Ubin Abu-abu 20 x 20 cm @ #REF! #REF!10.400 Kg Semen Portland @ #REF! #REF!
0.014 Pasir Pasang @ #REF! #REF!3.2 Tenaga
0.270 Oh Pekerja @ #REF! #REF!0.130 Oh Tukang Batu @ #REF! #REF!0.013 Oh Kepala Tukang @ #REF! #REF!0.014 Oh Mandor @ #REF! #REF!
#REF!
D 44.1 Bahan
6.630 Bh Ubin Warna 40 x 40 cm @ #REF! #REF!8.160 Kg Semen Portland @ #REF! #REF!
0.023 Pasir Pasang @ #REF! #REF!0.900 Kg Semen Warna @ #REF! #REF!
4.2 Tenaga0.250 Oh Pekerja @ #REF! #REF!0.120 Oh Tukang Batu @ #REF! #REF!0.012 Oh Kepala Tukang @ #REF! #REF!0.013 Oh Mandor @ #REF! #REF!
#REF!
E 55.1 Bahan
11.870 Bh Ubin Warna 30 x 30 cm @ #REF! #REF!8.360 Kg Semen Portland @ #REF! #REF!
0.023 Pasir Pasang @ #REF! #REF!0.900 Kg Semen Warna @ #REF! #REF!
5.2 Tenaga0.250 Oh Pekerja @ #REF! #REF!0.120 Oh Tukang Batu @ #REF! #REF!0.012 Oh Kepala Tukang @ #REF! #REF!0.013 Oh Mandor @ #REF! #REF!
#REF!
F 66.1 Bahan
26.500 Bh Ubin Warna 20 x 20 cm @ #REF! #REF!8.760 Kg Semen Portland @ #REF! #REF!
1 M2 Pasang Lantai Ubin PC Abu-abu Ukuran 40 x 40 cm
M3
1 M2 Pasang Lantai Ubin PC Abu-abu Ukuran 30 x 30 cm
M3
1 M2 Pasang Lantai Ubin PC Abu-abu Ukuran 20 x 20 cm
M3
1 M2 Pasang Lantai Ubin Warna Ukuran 40 x 40 cm
M3
1 M2 Pasang Lantai Ubin Warna Ukuran 30 x 30 cm
M3
1 M2 Pasang Lantai Ubin Warna Ukuran 20 x 20 cm
0.023 Pasir Pasang @ #REF! #REF!0.900 Kg Semen Warna @ #REF! #REF!
6.2 Tenaga0.270 Oh Pekerja @ #REF! #REF!0.130 Oh Tukang Batu @ #REF! #REF!0.013 Oh Kepala Tukang @ #REF! #REF!0.014 Oh Mandor @ #REF! #REF!
#REF!
G 77.1 Bahan
6.250 Bh Ubin Teraso 40 x 40 cm @ #REF! #REF!8.800 Kg Semen Portland @ #REF! #REF!
0.022 Pasir Pasang @ #REF! #REF!0.900 Kg Semen Warna @ #REF! #REF!
7.2 Tenaga0.250 Oh Pekerja @ #REF! #REF!0.120 Oh Tukang Batu @ #REF! #REF!0.012 Oh Kepala Tukang @ #REF! #REF!0.013 Oh Mandor @ #REF! #REF!
#REF!
H 88.1 Bahan
11.870 Bh Ubin Teraso 30 x 30 cm @ #REF! #REF!10.000 Kg Semen Portland @ #REF! #REF!
0.022 Pasir Pasang @ #REF! #REF!1.540 Kg Semen Warna @ #REF! #REF!
8.2 Tenaga0.260 Oh Pekerja @ #REF! #REF!0.125 Oh Tukang Batu @ #REF! #REF!0.013 Oh Kepala Tukang @ #REF! #REF!0.013 Oh Mandor @ #REF! #REF!
#REF!
I 99.1 Bahan
6.930 Bh Ubin Granito 40 x 40 cm @ #REF! #REF!9.800 Kg Semen Portland @ #REF! #REF!
0.022 Pasir Pasang @ #REF! #REF!1.300 Kg Semen Warna @ #REF! #REF!
9.2 Tenaga0.250 Oh Pekerja @ #REF! #REF!0.120 Oh Tukang Batu @ #REF! #REF!0.012 Oh Kepala Tukang @ #REF! #REF!0.013 Oh Mandor @ #REF! #REF!
#REF!
J 1010.1 Bahan
11.870 Bh Ubin Granito 30 x 30 cm @ #REF! #REF!10.000 Kg Semen Portland @ #REF! #REF!
0.022 Pasir Pasang @ #REF! #REF!1.500 Kg Semen Warna @ #REF! #REF!
10.2 Tenaga0.260 Oh Pekerja @ #REF! #REF!0.125 Oh Tukang Batu @ #REF! #REF!0.013 Oh Kepala Tukang @ #REF! #REF!0.013 Oh Mandor @ #REF! #REF!
#REF!
K 1111.1 Bahan
6.250 Bh Ubin Teralux Kerang 40 x 40 cm @ #REF! #REF!8.800 Kg Semen Portland @ #REF! #REF!
0.022 Pasir Pasang @ #REF! #REF!1.300 Kg Semen Warna @ #REF! #REF!
11.2 Tenaga0.250 Oh Pekerja @ #REF! #REF!0.120 Oh Tukang Batu @ #REF! #REF!0.012 Oh Kepala Tukang @ #REF! #REF!
M3
1 M2 Pasang Lantai Ubin Teraso Ukuran 40 x 40 cm
M3
1 M2 Pasang Lantai Ubin Teraso Ukuran 30 x 30 cm
M3
1 M2 Pasang Lantai Ubin Granito Ukuran 40 x 40 cm
M3
1 M2 Pasang Lantai Ubin Granito Ukuran 30 x 30 cm
M3
1 M2 Pasang Lantai Ubin Teralux Kerang Ukuran 40 x 40 cm
M3
0.013 Oh Mandor @ #REF! #REF!#REF!
L 1212.1 Bahan
11.807 Bh Ubin Teralux Kerang 30 x 30 cm @ #REF! #REF!10.000 Kg Semen Portland @ #REF! #REF!
0.022 Pasir Pasang @ #REF! #REF!1.125 Kg Semen Warna @ #REF! #REF!
12.2 Tenaga0.250 Oh Pekerja @ #REF! #REF!0.120 Oh Tukang Batu @ #REF! #REF!0.012 Oh Kepala Tukang @ #REF! #REF!0.013 Oh Mandor @ #REF! #REF!
#REF!
M 1313.1 Bahan
5.600 Bh Ubin Teralux Marmer 60 x 60 cm @ #REF! #REF!8.190 Kg Semen Portland @ #REF! #REF!
0.045 Pasir Pasang @ #REF! #REF!1.000 Kg Semen Warna @ #REF! #REF!
13.2 Tenaga0.250 Oh Pekerja @ #REF! #REF!0.120 Oh Tukang Batu @ #REF! #REF!0.012 Oh Kepala Tukang @ #REF! #REF!0.013 Oh Mandor @ #REF! #REF!
#REF!
N 1414.1 Bahan
6.250 Bh Ubin Teralux Marmer 40 x 40 cm @ #REF! #REF!8.800 Kg Semen Portland @ #REF! #REF!
0.022 Pasir Pasang @ #REF! #REF!1.300 Kg Semen Warna @ #REF! #REF!
14.2 Tenaga0.672 Oh Pekerja @ #REF! #REF!0.224 Oh Tukang Batu @ #REF! #REF!0.022 Oh Kepala Tukang @ #REF! #REF!0.034 Oh Mandor @ #REF! #REF!
#REF!
O 1515.1 Bahan
11.870 Bh Ubin Teralux Marmer 30 x 30 cm @ #REF! #REF!10.000 Kg Semen Portland @ #REF! #REF!
0.022 Pasir Pasang @ #REF! #REF!1.500 Kg Semen Warna @ #REF! #REF!
15.2 Tenaga0.700 Oh Pekerja @ #REF! #REF!0.340 Oh Tukang Batu @ #REF! #REF!0.034 Oh Kepala Tukang @ #REF! #REF!0.035 Oh Mandor @ #REF! #REF!
#REF!
P 1616.1 Bahan
5.300 Bh Plint Ubin 15 x 20 cm @ #REF! #REF!1.560 Kg Semen Portland @ #REF! #REF!
0.004 Pasir Pasang @ #REF! #REF!16.2 Tenaga
0.060 Oh Pekerja @ #REF! #REF!0.030 Oh Tukang Batu @ #REF! #REF!0.003 Oh Kepala Tukang @ #REF! #REF!0.003 Oh Mandor @ #REF! #REF!
#REF!
Q 1717.1 Bahan
3.530 Bh Plint Ubin 10 x 30 cm @ #REF! #REF!1.560 Kg Semen Portland @ #REF! #REF!
0.003 Pasir Pasang @ #REF! #REF!
1 M2 Pasang Lantai Ubin Teralux Kerang Ukuran 30 x 30 cm
M3
1 M2 Pasang Lantai Ubin Teralux Marmer Ukuran 60 x 60 cm
M3
1 M2 Pasang Lantai Ubin Teralux Marmer Ukuran 40 x 40 cm
M3
1 M2 Pasang Lantai Ubin Teralux Marmer Ukuran 30 x 30 cm
M3
1 M1 Pasang Plint Ubin PC Abu-abu Ukuran 15 x 20 cm
M3
1 M1 Pasang Plint Ubin PC Abu-abu Ukuran 10 x 30 cm
M3
17.2 Tenaga0.060 Oh Pekerja @ #REF! #REF!0.030 Oh Tukang Batu @ #REF! #REF!0.003 Oh Kepala Tukang @ #REF! #REF!0.003 Oh Mandor @ #REF! #REF!
#REF!
R 1818.1 Bahan
2.650 Bh Plint Ubin 10 x 40 cm @ #REF! #REF!1.560 Kg Semen Portland @ #REF! #REF!
0.003 Pasir Pasang @ #REF! #REF!18.2 Tenaga
0.060 Oh Pekerja @ #REF! #REF!0.030 Oh Tukang Batu @ #REF! #REF!0.003 Oh Kepala Tukang @ #REF! #REF!0.003 Oh Mandor @ #REF! #REF!
#REF!
S 1919.1 Bahan
5.300 Bh Plint Ubin PC Warna 10 x 20 cm @ #REF! #REF!1.200 Kg Semen Portland @ #REF! #REF!
0.003 Pasir Pasang @ #REF! #REF!0.190 Kg Semen Warna @ #REF! #REF!
19.2 Tenaga0.060 Oh Pekerja @ #REF! #REF!0.030 Oh Tukang Batu @ #REF! #REF!0.003 Oh Kepala Tukang @ #REF! #REF!0.003 Oh Mandor @ #REF! #REF!
#REF!
T 2020.1 Bahan
3.330 Bh Plint Ubin PC Warna 10 x 30 cm @ #REF! #REF!1.650 Kg Semen Portland @ #REF! #REF!
0.003 Pasir Pasang @ #REF! #REF!0.100 Kg Semen Warna @ #REF! #REF!
20.2 Tenaga0.060 Oh Pekerja @ #REF! #REF!0.030 Oh Tukang Batu @ #REF! #REF!0.003 Oh Kepala Tukang @ #REF! #REF!0.003 Oh Mandor @ #REF! #REF!
#REF!
U 2121.1 Bahan
2.650 Bh Plint Ubin PC Warna 10 x 40 cm @ #REF! #REF!1.200 Kg Semen Portland @ #REF! #REF!
0.003 Pasir Pasang @ #REF! #REF!0.100 Kg Semen Warna @ #REF! #REF!
21.2 Tenaga0.080 Oh Pekerja @ #REF! #REF!0.040 Oh Tukang Batu @ #REF! #REF!0.004 Oh Kepala Tukang @ #REF! #REF!0.004 Oh Mandor @ #REF! #REF!
#REF!
V 2222.1 Bahan
3.530 Bh Plint Ubin Teraso 10 x 30 cm @ #REF! #REF!1.560 Kg Semen Portland @ #REF! #REF!
0.003 Pasir Pasang @ #REF! #REF!0.190 Kg Semen Warna @ #REF! #REF!
22.2 Tenaga0.080 Oh Pekerja @ #REF! #REF!0.040 Oh Tukang Batu @ #REF! #REF!0.004 Oh Kepala Tukang @ #REF! #REF!0.004 Oh Mandor @ #REF! #REF!
#REF!
W 23
1 M1 Pasang Plint Ubin PC Abu-abu Ukuran 10 x 40 cm
M3
1 M1 Pasang Plint Ubin PC Warna Ukuran 10 x 20 cm
M3
1 M1 Pasang Plint Ubin PC Warna Ukuran 10 x 30 cm
M3
1 M1 Pasang Plint Ubin PC Warna Ukuran 10 x 40 cm
M3
1 M1 Pasang Plint Ubin Teraso Ukuran 10 x 30 cm
M3
1 M1 Pasang Plint Ubin Teraso Ukuran 10 x 40 cm
23.1 Bahan2.650 Bh Plint Ubin Teraso 10 x 40 cm @ #REF! #REF!1.200 Kg Semen Portland @ #REF! #REF!
0.003 Pasir Pasang @ #REF! #REF!0.100 Kg Semen Warna @ #REF! #REF!
23.2 Tenaga0.080 Oh Pekerja @ #REF! #REF!0.040 Oh Tukang Batu @ #REF! #REF!0.004 Oh Kepala Tukang @ #REF! #REF!0.004 Oh Mandor @ #REF! #REF!
#REF!
X 2424.1 Bahan
2.650 Bh Plint Ubin Granito 10 x 40 cm @ #REF! #REF!1.200 Kg Semen Portland @ #REF! #REF!
0.003 Pasir Pasang @ #REF! #REF!0.100 Kg Semen Warna @ #REF! #REF!
24.2 Tenaga0.060 Oh Pekerja @ #REF! #REF!0.030 Oh Tukang Batu @ #REF! #REF!0.003 Oh Kepala Tukang @ #REF! #REF!0.003 Oh Mandor @ #REF! #REF!
#REF!
Y 2525.1 Bahan
3.330 Bh Plint Ubin Granito 10 x 30 cm @ #REF! #REF!1.650 Kg Semen Portland @ #REF! #REF!
0.003 Pasir Pasang @ #REF! #REF!0.100 Kg Semen Warna @ #REF! #REF!
25.2 Tenaga0.900 Oh Pekerja @ #REF! #REF!0.090 Oh Tukang Batu @ #REF! #REF!0.009 Oh Kepala Tukang @ #REF! #REF!0.005 Oh Mandor @ #REF! #REF!
#REF!
Z 2626.1 Bahan
2.500 Bh Plint Ubin Teralux Kerang 10x 40cm @ #REF! #REF!1.650 Kg Semen Portland @ #REF! #REF!
0.003 Pasir Pasang @ #REF! #REF!0.100 Kg Semen Warna @ #REF! #REF!
26.2 Tenaga0.900 Oh Pekerja @ #REF! #REF!0.090 Oh Tukang Batu @ #REF! #REF!0.009 Oh Kepala Tukang @ #REF! #REF!0.005 Oh Mandor @ #REF! #REF!
#REF!
AA 2727.1 Bahan
3.330 Bh Plint Ubin Teralux Kerang 10x 30cm @ #REF! #REF!1.650 Kg Semen Portland @ #REF! #REF!
0.003 Pasir Pasang @ #REF! #REF!0.100 Kg Semen Warna @ #REF! #REF!
27.2 Tenaga0.900 Oh Pekerja @ #REF! #REF!0.090 Oh Tukang Batu @ #REF! #REF!0.009 Oh Kepala Tukang @ #REF! #REF!0.005 Oh Mandor @ #REF! #REF!
#REF!
AB 2828.1 Bahan
1.700 Bh Plint Ubin TeraluxMarmer 10x 60cm @ #REF! #REF!1.650 Kg Semen Portland @ #REF! #REF!
0.003 Pasir Pasang @ #REF! #REF!0.100 Kg Semen Warna @ #REF! #REF!
28.2 Tenaga
M3
1 M1 Pasang Plint Ubin Granito Ukuran 10 x 40 cm
M3
1 M1 Pasang Plint Ubin Granito Ukuran 10 x 30 cm
M3
1 M1 Pasang Plint Ubin Teralux Kerang Ukuran 10 x 40 cm
M3
1 M1 Pasang Plint Ubin Teralux Kerang Ukuran 10 x 30 cm
M3
1 M1 Pasang Plint Ubin Teralux Marmer Ukuran 10 x 60 cm
M3
0.900 Oh Pekerja @ #REF! #REF!0.090 Oh Tukang Batu @ #REF! #REF!0.009 Oh Kepala Tukang @ #REF! #REF!0.005 Oh Mandor @ #REF! #REF!
#REF!
AC 2929.1 Bahan
2.500 Bh Plint Ubin TeraluxMarmer 10x 40cm @ #REF! #REF!1.650 Kg Semen Portland @ #REF! #REF!
0.003 Pasir Pasang @ #REF! #REF!0.100 Kg Semen Warna @ #REF! #REF!
29.2 Tenaga0.900 Oh Pekerja @ #REF! #REF!0.090 Oh Tukang Batu @ #REF! #REF!0.009 Oh Kepala Tukang @ #REF! #REF!0.005 Oh Mandor @ #REF! #REF!
#REF!
AD 3030.1 Bahan
3.330 Bh Plint Ubin TeraluxMarmer 10x 30cm @ #REF! #REF!1.650 Kg Semen Portland @ #REF! #REF!
0.003 Pasir Pasang @ #REF! #REF!0.100 Kg Semen Warna @ #REF! #REF!
30.2 Tenaga0.900 Oh Pekerja @ #REF! #REF!0.090 Oh Tukang Batu @ #REF! #REF!0.009 Oh Kepala Tukang @ #REF! #REF!0.005 Oh Mandor @ #REF! #REF!
#REF!
AE 3131.1 Bahan
0.004 Bahan Teraso Cor @ #REF! #REF!31.2 Tenaga
0.900 Oh Pekerja @ #REF! #REF!0.090 Oh Tukang Batu @ #REF! #REF!0.009 Oh Kepala Tukang @ #REF! #REF!0.005 Oh Mandor @ #REF! #REF!
#REF!
AF 3232.1 Bahan
0.004 Bahan Teralux Cor @ #REF! #REF!32.2 Tenaga
0.900 Oh Pekerja @ #REF! #REF!0.090 Oh Tukang Batu @ #REF! #REF!0.009 Oh Kepala Tukang @ #REF! #REF!0.005 Oh Mandor @ #REF! #REF!
#REF!
AG 3333.1 Bahan
1.050 Ubin Tahan Asam @ #REF! #REF!14.140 Kg Semen Tahan Asam @ #REF! #REF!
0.040 Pasir Pasang @ #REF! #REF!33.2 Tenaga
0.270 Oh Pekerja @ #REF! #REF!0.150 Oh Tukang Batu @ #REF! #REF!0.015 Oh Kepala Tukang @ #REF! #REF!0.014 Oh Mandor @ #REF! #REF!
#REF!
AH 3434.1 Bahan
50.000 Bh Lantai Keramik Artistik 10 x 20 cm @ #REF! #REF!11.380 Kg Semen Pertland @ #REF! #REF!
0.042 Pasir Pasang @ #REF! #REF!1.500 Kg Semen Warna @ #REF! #REF!
34.2 Tenaga0.620 Oh Pekerja @ #REF! #REF!
1 M1 Pasang Plint Ubin Teralux Marmer Ukuran 10 x 40 cm
M3
1 M1 Pasang Plint Ubin Teralux Marmer Ukuran 10 x 30 cm
M3
1 M2 Pasang Teraso Cor ditempat
M3
1 M2 Pasang Teralux Cor ditempat, Tebal 3 cm
M3
1 M2 Ubin Tahan Asam
M2
M3
1 M2 Ubin Lantai Keramik Artistik 10 x 20 cm
M3
0.350 Oh Tukang Batu @ #REF! #REF!0.035 Oh Kepala Tukang @ #REF! #REF!0.030 Oh Mandor @ #REF! #REF!
#REF!
AI 3535.1 Bahan
50.000 Bh Lantai Keramik Artistik 10 x 10 cm @ #REF! #REF!11.380 Kg Semen Pertland @ #REF! #REF!
0.042 Pasir Pasang @ #REF! #REF!2.000 Kg Semen Warna @ #REF! #REF!
35.2 Tenaga0.620 Oh Pekerja @ #REF! #REF!0.350 Oh Tukang Batu @ #REF! #REF!0.035 Oh Kepala Tukang @ #REF! #REF!0.030 Oh Mandor @ #REF! #REF!
#REF!
AJ 3636.1 Bahan
100.000 Bh Lantai Keramik Artistik 5 x 20 cm @ #REF! #REF!11.380 Kg Semen Pertland @ #REF! #REF!
0.042 Pasir Pasang @ #REF! #REF!1.500 Kg Semen Warna @ #REF! #REF!
36.2 Tenaga0.620 Oh Pekerja @ #REF! #REF!0.350 Oh Tukang Batu @ #REF! #REF!0.035 Oh Kepala Tukang @ #REF! #REF!0.030 Oh Mandor @ #REF! #REF!
#REF!
AK 3737.1 Bahan
5.000 Bh Plint Keramik Artistik 10 x 20 cm @ #REF! #REF!1.650 Kg Semen Pertland @ #REF! #REF!
0.003 Pasir Pasang @ #REF! #REF!0.100 Kg Semen Warna @ #REF! #REF!
37.2 Tenaga0.090 Oh Pekerja @ #REF! #REF!0.090 Oh Tukang Batu @ #REF! #REF!0.009 Oh Kepala Tukang @ #REF! #REF!0.005 Oh Mandor @ #REF! #REF!
#REF!
AL 3838.1 Bahan
10.000 Bh Plint Keramik Artistik 10 x 10 cm @ #REF! #REF!1.650 Kg Semen Pertland @ #REF! #REF!
0.003 Pasir Pasang @ #REF! #REF!0.120 Kg Semen Warna @ #REF! #REF!
38.2 Tenaga0.090 Oh Pekerja @ #REF! #REF!0.090 Oh Tukang Batu @ #REF! #REF!0.009 Oh Kepala Tukang @ #REF! #REF!0.005 Oh Mandor @ #REF! #REF!
#REF!
A M 3939.1 Bahan
5.000 Bh Plint Keramik Artistik 5 x 20 cm @ #REF! #REF!0.850 Kg Semen Pertland @ #REF! #REF!
0.002 Pasir Pasang @ #REF! #REF!0.080 Kg Semen Warna @ #REF! #REF!
39.2 Tenaga0.090 Oh Pekerja @ #REF! #REF!0.090 Oh Tukang Batu @ #REF! #REF!0.009 Oh Kepala Tukang @ #REF! #REF!0.005 Oh Mandor @ #REF! #REF!
#REF!
AN 4040.1 Bahan
1 M2 Ubin Lantai Keramik Artistik 10 x 10 cm
M3
1 M2 Ubin Lantai Keramik Artistik 5 x 20 cm
M3
1 M2 Plint Keramik Artistik 10 x 20 cm
M3
1 M2 Plint Keramik Artistik 10 x 10 cm
M3
1 M2 Plint Keramik Artistik 5 x 20 cm
M3
1 M2 Internal Cove Artistik (5 x 5 x 20) cm
10.000 Bh Internal Cove (5 x 5 x 20) cm @ #REF! #REF!1.415 Kg Semen Pertland @ #REF! #REF!
0.039 Pasir Pasang @ #REF! #REF!1.200 Kg Semen Warna @ #REF! #REF!
40.2 Tenaga0.750 Oh Pekerja @ #REF! #REF!0.450 Oh Tukang Batu @ #REF! #REF!0.045 Oh Kepala Tukang @ #REF! #REF!0.038 Oh Mandor @ #REF! #REF!
#REF!
AO 4141.1 Bahan
3.500 Bh Lt Vinyl Karet 30 x 30 kwl I @ #REF! #REF!0.080 Kg Lem Vinyl @ #REF! #REF!
41.2 Tenaga0.080 Oh Pekerja @ #REF! #REF!0.080 Oh Tukang Batu @ #REF! #REF!0.008 Oh Kepala Tukang @ #REF! #REF!0.004 Oh Mandor @ #REF! #REF!
#REF!
AP 4242.1 Bahan
50.000 Bh Ubin Keramik Artistik 10 x 20 cm @ #REF! #REF!11.380 Kg Semen Portland @ #REF! #REF!
0.042 Pasir Pasang @ #REF! #REF!1.500 Kg Semen Warna @ #REF! #REF!
42.2 Tenaga0.620 Oh Pekerja @ #REF! #REF!0.350 Oh Tukang Batu @ #REF! #REF!0.035 Oh Kepala Tukang @ #REF! #REF!0.030 Oh Mandor @ #REF! #REF!
#REF!
AQ 4343.1 Bahan
44.000 Bh Ubin Keramik 15 x 15 cm @ #REF! #REF!11.380 Kg Semen Portland @ #REF! #REF!
0.042 Pasir Pasang @ #REF! #REF!1.500 Kg Semen Warna @ #REF! #REF!
43.2 Tenaga0.620 Oh Pekerja @ #REF! #REF!0.350 Oh Tukang Batu @ #REF! #REF!0.035 Oh Kepala Tukang @ #REF! #REF!0.030 Oh Mandor @ #REF! #REF!
#REF!
AR 4444.1 Bahan
25.000 Bh Ubin Keramik 20 x 20 cm @ #REF! #REF!11.380 Kg Semen Portland @ #REF! #REF!
0.042 Pasir Pasang @ #REF! #REF!1.500 Kg Semen Warna @ #REF! #REF!
44.2 Tenaga0.620 Oh Pekerja @ #REF! #REF!0.350 Oh Tukang Batu @ #REF! #REF!0.035 Oh Kepala Tukang @ #REF! #REF!0.030 Oh Mandor @ #REF! #REF!
#REF!
AS 4545.1 Bahan
16.000 Bh Ubin Keramik 25 x 25 cm @ #REF! #REF!11.380 Kg Semen Portland @ #REF! #REF!
0.042 Pasir Pasang @ #REF! #REF!1.500 Kg Semen Warna @ #REF! #REF!
45.2 Tenaga0.620 Oh Pekerja @ #REF! #REF!0.350 Oh Tukang Batu @ #REF! #REF!0.035 Oh Kepala Tukang @ #REF! #REF!
M3
1 M2 Pasang Plint Vinyl Tanpa Adukan
1 M2 Pasang Lantai Keramik 10 x 20 cm
M3
1 M2 Pasang Lantai Keramik 15 x 15 cm
M3
1 M2 Pasang Lantai Keramik 20 x 20 cm
M3
1 M2 Pasang Lantai Keramik 25 x 25 cm
M3
0.030 Oh Mandor @ #REF! #REF!#REF!
AT 4646.1 Bahan
35.000 Bh Ubin Keramik 15 x 20 cm @ #REF! #REF!11.380 Kg Semen Portland @ #REF! #REF!
0.042 Pasir Pasang @ #REF! #REF!1.500 Kg Semen Warna @ #REF! #REF!
46.2 Tenaga0.620 Oh Pekerja @ #REF! #REF!0.350 Oh Tukang Batu @ #REF! #REF!0.035 Oh Kepala Tukang @ #REF! #REF!0.030 Oh Mandor @ #REF! #REF!
#REF!
AU 4747.1 Bahan
10.000 Bh Ubin Keramik 33 x 33 cm @ #REF! #REF!11.380 Kg Semen Portland @ #REF! #REF!
0.042 Pasir Pasang @ #REF! #REF!1.500 Kg Semen Warna @ #REF! #REF!
47.2 Tenaga0.620 Oh Pekerja @ #REF! #REF!0.350 Oh Tukang Batu @ #REF! #REF!0.035 Oh Kepala Tukang @ #REF! #REF!0.030 Oh Mandor @ #REF! #REF!
#REF!
AV 4848.1 Bahan
10.000 Bh Ubun Keramik 33 x 33 cm Anti Slip @ #REF! #REF!11.380 Kg Semen Portland @ #REF! #REF!
0.042 Pasir Pasang @ #REF! #REF!1.500 Kg Semen Warna @ #REF! #REF!
48.2 Tenaga0.620 Oh Pekerja @ #REF! #REF!0.350 Oh Tukang Batu @ #REF! #REF!0.035 Oh Kepala Tukang @ #REF! #REF!0.030 Oh Mandor @ #REF! #REF!
#REF!
AW 4949.1 Bahan
33.000 Bh Ubin Keramik 10 x 33 cm @ #REF! #REF!11.380 Kg Semen Portland @ #REF! #REF!
0.042 Pasir Pasang @ #REF! #REF!1.500 Kg Semen Warna @ #REF! #REF!
49.2 Tenaga0.620 Oh Pekerja @ #REF! #REF!0.350 Oh Tukang Batu @ #REF! #REF!0.035 Oh Kepala Tukang @ #REF! #REF!0.030 Oh Mandor @ #REF! #REF!
#REF!
AX 5050.1 Bahan
12.000 Bh Mosaik 30 x 30 cm @ #REF! #REF!14.150 Kg Semen Portland @ #REF! #REF!
0.039 Pasir Pasang @ #REF! #REF!2.000 Kg Semen Warna @ #REF! #REF!
50.2 Tenaga0.620 Oh Pekerja @ #REF! #REF!0.350 Oh Tukang Batu @ #REF! #REF!0.035 Oh Kepala Tukang @ #REF! #REF!0.030 Oh Mandor @ #REF! #REF!
#REF!
AY 5151.1 Bahan
1.052 Bh Marmer @ #REF! #REF!14.150 Kg Semen Portland @ #REF! #REF!
1 M2 Pasang Lantai Keramik 15 x 20 cm
M3
1 M2 Pasang Lantai Keramik 33 x 33 cm
M3
1 M2 Pasang Lantai Keramik 33 x 33 cm, Anti Slip
M3
1 M2 Pasang Lantai Keramik 10 x 33 cm
M3
1 M2 Pasang Lantai Mosaik 30 x 33 cm, Ex Lokal
M3
1 M2 Pasang Lantai Marmer
0.039 Pasir Pasang @ #REF! #REF!2.000 Kg Semen Warna @ #REF! #REF!
51.2 Tenaga0.620 Oh Pekerja @ #REF! #REF!0.350 Oh Tukang Batu @ #REF! #REF!0.035 Oh Kepala Tukang @ #REF! #REF!0.030 Oh Mandor @ #REF! #REF!
#REF!
AZ 5252.1 Bahan
1.050 Feltex Carpet 100% Wool-T-21 @ #REF! #REF!0.350 Kg Lem Vinyl @ #REF! #REF!
52.2 Tenaga0.170 Oh Pekerja @ #REF! #REF!0.170 Oh Tukang Batu @ #REF! #REF!0.017 Oh Kepala Tukang @ #REF! #REF!0.009 Oh Mandor @ #REF! #REF!
#REF!
BA 5353.1 Bahan
1.050 Carpet 80% Woll, 20% Nylon @ #REF! #REF!0.350 Kg Lem Vinyl @ #REF! #REF!
53.2 Tenaga0.170 Oh Pekerja @ #REF! #REF!0.170 Oh Tukang Batu @ #REF! #REF!0.017 Oh Kepala Tukang @ #REF! #REF!0.009 Oh Mandor @ #REF! #REF!
#REF!
BB 5454.1 Bahan
1.050 Underlyer Tebal 6 mm/ rubber Corrug @ #REF! #REF!54.2 Tenaga
0.120 Oh Pekerja @ #REF! #REF!0.120 Oh Tukang Batu @ #REF! #REF!0.012 Oh Kepala Tukang @ #REF! #REF!0.006 Oh Mandor @ #REF! #REF!
#REF!
BC 5555.1 Bahan
1.050 Carpet @ #REF! #REF!0.350 Kg Lem Vinyl @ #REF! #REF!
55.2 Tenaga0.170 Oh Pekerja @ #REF! #REF!0.170 Oh Tukang Batu @ #REF! #REF!0.017 Oh Kepala Tukang @ #REF! #REF!0.009 Oh Mandor @ #REF! #REF!
#REF!
BD 5656.1 Bahan
1.050 Parquet Jati @ #REF! #REF!0.600 Kg Lem Vinyl @ #REF! #REF!
56.2 Tenaga0.650 Oh Pekerja @ #REF! #REF!0.350 Oh Tukang Batu @ #REF! #REF!0.035 Oh Kepala Tukang @ #REF! #REF!0.033 Oh Mandor @ #REF! #REF!
#REF!
BE 5757.1 Bahan
1.050 Gymfloor @ #REF! #REF!0.600 Kg Lem Vinyl @ #REF! #REF!
57.2 Tenaga0.650 Oh Pekerja @ #REF! #REF!0.350 Oh Tukang Batu @ #REF! #REF!0.035 Oh Kepala Tukang @ #REF! #REF!0.033 Oh Mandor @ #REF! #REF!
M3
1 M2 Pasang Lantai Karpet 100% Wool
M2
1 M2 Pasang Lantai Karpet 80% Wool, 20% Nylon
M2
1 M2 Pasang Underlyer, Tebal 6 mm
M2
1 M2 Pasang Lantai Karpet
M2
1 M2 Pasang Lantai Parquet Jati
M2
1 M2 Pasang Gymfloor
M2
#REF!
BF 5858.1 Bahan
83.000 Bh Porselin 11 x 11 cm @ #REF! #REF!9.300 Kg Semen Abu-abu @ #REF! #REF!
0.018 Pasir Pasang @ #REF! #REF!1.500 Kg Semen Warna @ #REF! #REF!
58.2 Tenaga0.620 Oh Pekerja @ #REF! #REF!0.500 Oh Tukang Batu @ #REF! #REF!0.050 Oh Kepala Tukang @ #REF! #REF!0.030 Oh Mandor @ #REF! #REF!
#REF!
BG 5959.1 Bahan
83.000 Bh Porselin 11 x 11 cm Warna @ #REF! #REF!9.300 Kg Semen Abu-abu @ #REF! #REF!
0.018 Pasir Pasang @ #REF! #REF!1.500 Kg Semen Warna @ #REF! #REF!
59.2 Tenaga0.620 Oh Pekerja @ #REF! #REF!0.500 Oh Tukang Batu @ #REF! #REF!0.050 Oh Kepala Tukang @ #REF! #REF!0.030 Oh Mandor @ #REF! #REF!
#REF!
BH 6060.1 Bahan
45.000 Bh Porselin 15 x 15 cm @ #REF! #REF!9.300 Kg Semen Abu-abu @ #REF! #REF!
0.018 Pasir Pasang @ #REF! #REF!1.500 Kg Semen Warna @ #REF! #REF!
60.2 Tenaga0.600 Oh Pekerja @ #REF! #REF!0.450 Oh Tukang Batu @ #REF! #REF!0.045 Oh Kepala Tukang @ #REF! #REF!0.030 Oh Mandor @ #REF! #REF!
#REF!
B I 6161.1 Bahan
45.000 Bh Porselin 15 x 15 cm Warna @ #REF! #REF!9.300 Kg Semen Abu-abu @ #REF! #REF!
0.018 Pasir Pasang @ #REF! #REF!1.500 Kg Semen Warna @ #REF! #REF!
61.2 Tenaga0.600 Oh Pekerja @ #REF! #REF!0.450 Oh Tukang Batu @ #REF! #REF!0.045 Oh Kepala Tukang @ #REF! #REF!0.030 Oh Mandor @ #REF! #REF!
#REF!
BJ 6262.1 Bahan
100.000 Bh Porselin 10 x 20 cm Warna @ #REF! #REF!9.300 Kg Semen Abu-abu @ #REF! #REF!
0.018 Pasir Pasang @ #REF! #REF!1.500 Kg Semen Warna @ #REF! #REF!
62.2 Tenaga0.600 Oh Pekerja @ #REF! #REF!0.450 Oh Tukang Batu @ #REF! #REF!0.045 Oh Kepala Tukang @ #REF! #REF!0.030 Oh Mandor @ #REF! #REF!
#REF!
BK 6363.1 Bahan
25.000 Bh Porselin 20 x 20 cm Warna @ #REF! #REF!9.300 Kg Semen Abu-abu @ #REF! #REF!
0.018 Pasir Pasang @ #REF! #REF!
1 M2 Pasang Dinding Porselin 11 x 11 cm, Putih
M3
1 M2 Pasang Dinding Porselin 11 x 11 cm, Warna
M3
1 M2 Pasang Dinding Porselin 15 x 15 cm, Putih
M3
1 M2 Pasang Dinding Porselin 15 x 15 cm, Warna
M3
1 M2 Pasang Dinding Porselin 10 x 20 cm, Warna
M3
1 M2 Pasang Dinding Porselin 20 x 20 cm, Warna
M3
1.500 Kg Semen Warna @ #REF! #REF!63.2 Tenaga
0.600 Oh Pekerja @ #REF! #REF!0.450 Oh Tukang Batu @ #REF! #REF!0.045 Oh Kepala Tukang @ #REF! #REF!0.030 Oh Mandor @ #REF! #REF!
#REF!
BL 6464.1 Bahan
100.000 Bh Keramik Artistik 10 x 20 cm @ #REF! #REF!9.300 Kg Semen Abu-abu @ #REF! #REF!
0.018 Pasir Pasang @ #REF! #REF!1.500 Kg Semen Warna @ #REF! #REF!
64.2 Tenaga0.600 Oh Pekerja @ #REF! #REF!0.450 Oh Tukang Batu @ #REF! #REF!0.045 Oh Kepala Tukang @ #REF! #REF!0.030 Oh Mandor @ #REF! #REF!
#REF!
BM 6565.1 Bahan
100.000 Bh Keramik Artistik 5 x 20 cm @ #REF! #REF!9.300 Kg Semen Abu-abu @ #REF! #REF!
0.018 Pasir Pasang @ #REF! #REF!1.500 Kg Semen Warna @ #REF! #REF!
65.2 Tenaga0.600 Oh Pekerja @ #REF! #REF!0.450 Oh Tukang Batu @ #REF! #REF!0.045 Oh Kepala Tukang @ #REF! #REF!0.030 Oh Mandor @ #REF! #REF!
#REF!
BN 6666.1 Bahan
50.000 Bh Keramik 10 x 20 cm @ #REF! #REF!9.300 Kg Semen Abu-abu @ #REF! #REF!
0.018 Pasir Pasang @ #REF! #REF!1.500 Kg Semen Warna @ #REF! #REF!
66.2 Tenaga0.600 Oh Pekerja @ #REF! #REF!0.450 Oh Tukang Batu @ #REF! #REF!0.045 Oh Kepala Tukang @ #REF! #REF!0.030 Oh Mandor @ #REF! #REF!
#REF!
BO 6767.1 Bahan
45.000 Bh Keramik 15 x 15 cm @ #REF! #REF!9.300 Kg Semen Abu-abu @ #REF! #REF!
0.018 Pasir Pasang @ #REF! #REF!1.500 Kg Semen Warna @ #REF! #REF!
67.2 Tenaga0.600 Oh Pekerja @ #REF! #REF!0.450 Oh Tukang Batu @ #REF! #REF!0.045 Oh Kepala Tukang @ #REF! #REF!0.030 Oh Mandor @ #REF! #REF!
#REF!
BP 6868.1 Bahan
25.000 Bh Keramik 20 x 20 cm @ #REF! #REF!9.300 Kg Semen Abu-abu @ #REF! #REF!
0.018 Pasir Pasang @ #REF! #REF!1.500 Kg Semen Warna @ #REF! #REF!
68.2 Tenaga0.600 Oh Pekerja @ #REF! #REF!0.100 Oh Tukang Batu @ #REF! #REF!0.045 Oh Kepala Tukang @ #REF! #REF!0.030 Oh Mandor @ #REF! #REF!
1 M2 Pasang Dinding Keramik Artistik 10 x 20 cm
M3
1 M2 Pasang Dinding Keramik Artistik 5 x 20 cm
M3
1 M2 Pasang Dinding Keramik 10 x 20 cm
M3
1 M2 Pasang Dinding Keramik 15 x 15 cm
M3
1 M2 Pasang Dinding Keramik 20 x 20 cm
M3
#REF!
BQ 6969.1 Bahan
50.000 Bh Keramik 10 x 20 cm @ #REF! #REF!9.300 Kg Semen Abu-abu @ #REF! #REF!
0.018 Pasir Pasang @ #REF! #REF!1.500 Kg Semen Warna @ #REF! #REF!
69.2 Tenaga0.600 Oh Pekerja @ #REF! #REF!0.125 Oh Tukang Batu @ #REF! #REF!0.013 Oh Kepala Tukang @ #REF! #REF!0.030 Oh Mandor @ #REF! #REF!
#REF!
B R 7070.1 Bahan
1.020 Mamer @ #REF! #REF!2.000 Bh Paku Pancing 60 x 230 @ #REF! #REF!
12.440 Kg Semen Abu-abu @ #REF! #REF!
0.025 Pasir Pasang @ #REF! #REF!1.500 Kg Semen Warna @ #REF! #REF!
70.2 Tenaga0.720 Oh Pekerja @ #REF! #REF!0.650 Oh Tukang Batu @ #REF! #REF!0.065 Oh Kepala Tukang @ #REF! #REF!0.035 Oh Mandor @ #REF! #REF!
#REF!
BS 7171.1 Bahan
60.000 Bh Bata Pelapis Dinding @ #REF! #REF!12.440 Kg Semen Abu-abu @ #REF! #REF!
0.025 Pasir Pasang @ #REF! #REF!71.2 Tenaga
0.650 Oh Pekerja @ #REF! #REF!0.500 Oh Tukang Batu @ #REF! #REF!0.050 Oh Kepala Tukang @ #REF! #REF!0.030 Oh Mandor @ #REF! #REF!
#REF!
BT 7272.1 Bahan
80.000 Bh Bata Pelapis Klinker @ #REF! #REF!12.440 Kg Semen Abu-abu @ #REF! #REF!
0.025 Pasir Pasang @ #REF! #REF!72.2 Tenaga
0.620 Oh Pekerja @ #REF! #REF!0.350 Oh Tukang Batu @ #REF! #REF!0.035 Oh Kepala Tukang @ #REF! #REF!0.030 Oh Mandor @ #REF! #REF!
#REF!
BU 7373.1 Bahan
1.050 Batu Paros @ #REF! #REF!11.750 Kg Semen Abu-abu @ #REF! #REF!
0.035 Pasir Pasang @ #REF! #REF!73.2 Tenaga
0.620 Oh Pekerja @ #REF! #REF!0.350 Oh Tukang Batu @ #REF! #REF!0.035 Oh Kepala Tukang @ #REF! #REF!0.030 Oh Mandor @ #REF! #REF!
#REF!
BV 7474.1 Bahan
1.050 Batu Tempel Hitam @ #REF! #REF!11.750 Kg Semen Abu-abu @ #REF! #REF!
0.035 Pasir Pasang @ #REF! #REF!74.2 Tenaga
1 M2 Pasang Dinding Keramik 10 x 20 cm
M3
1 M2 Pasang Dinding Marmer
M2
M3
1 M2 Pasang Dinding Bata Pelapis 7 x 3 x 24 cm
M3
1 M2 Pasang Dinding Bata Klinker 5 x 5 x 24 cm
M3
1 M2 Pasang Dinding Batu Paros
M2
M3
1 M2 Pasang Dinding Batu Tempel Hitam
M2
M3
0.620 Oh Pekerja @ #REF! #REF!0.350 Oh Tukang Batu @ #REF! #REF!0.035 Oh Kepala Tukang @ #REF! #REF!0.030 Oh Mandor @ #REF! #REF!
#REF!
BW 7575.1 Bahan
11.050 Bh Vinyl Karet 30 x 30 cm KL I @ #REF! #REF!0.350 Kg Lem Vinyl @ #REF! #REF!
75.2 Tenaga0.150 Oh Pekerja @ #REF! #REF!0.150 Oh Tukang Batu @ #REF! #REF!0.015 Oh Kepala Tukang @ #REF! #REF!0.008 Oh Mandor @ #REF! #REF!
#REF!
BX 7676.1 Bahan
11.050 Bh Vinyl Karet 30 x 30 cm KL II @ #REF! #REF!0.350 Kg Lem Vinyl @ #REF! #REF!
76.2 Tenaga0.150 Oh Pekerja @ #REF! #REF!0.150 Oh Tukang Batu @ #REF! #REF!0.015 Oh Kepala Tukang @ #REF! #REF!0.008 Oh Mandor @ #REF! #REF!
#REF!
BY 7777.1 Bahan
11.050 Bh Vinyl Asbes 30 x 30 cm @ #REF! #REF!0.350 Kg Lem Vinyl @ #REF! #REF!
77.2 Tenaga0.150 Oh Pekerja @ #REF! #REF!0.150 Oh Tukang Batu @ #REF! #REF!0.015 Oh Kepala Tukang @ #REF! #REF!0.008 Oh Mandor @ #REF! #REF!
#REF!
BZ 7878.1 Bahan
11.050 Bh Vinyl Motif Kembang 30 x 30 cm Ex @ #REF! #REF!0.350 Kg Lem Vinyl @ #REF! #REF!
78.2 Tenaga0.150 Oh Pekerja @ #REF! #REF!0.150 Oh Tukang Batu @ #REF! #REF!0.015 Oh Kepala Tukang @ #REF! #REF!0.008 Oh Mandor @ #REF! #REF!
#REF!
C A 7979.1 Bahan
1.100 Vinyl Wall Covering, Lebar 50 cm @ #REF! #REF!0.250 Kg Lem @ #REF! #REF!
79.2 Tenaga0.750 Oh Pekerja @ #REF! #REF!0.170 Oh Tukang Batu @ #REF! #REF!0.017 Oh Kepala Tukang @ #REF! #REF!0.009 Oh Mandor @ #REF! #REF!
#REF!
CB 8080.1 Bahan
3.000 Kg Floor Hardener Ferrovax @ #REF! #REF!80.2 Tenaga
0.120 Oh Pekerja @ #REF! #REF!0.120 Oh Tukang Batu @ #REF! #REF!0.012 Oh Kepala Tukang @ #REF! #REF!0.006 Oh Mandor @ #REF! #REF!
#REF!
CC 8181.1 Bahan
1 M2 Pasang Lantai Vinyl Karet 30 x 30 cm KL I
1 M2 Pasang Lantai Vinyl Karet 30 x 30 cm KL II
1 M2 Pasang Lantai Vinyl Asbes 30 x 30 cm
1 M2 Pasang Lantai Vinyl Motif Kembang 30 x 30 cm
1 M2 Pasang Wall Covering Lebar 50 cm
M2
1 M2 Floor Hardener Ferrovax
1 M2 Floor Hardener Mastercron
5.000 Kg Mastercron "S" @ #REF! #REF!81.2 Tenaga
0.120 Oh Pekerja @ #REF! #REF!0.120 Oh Tukang Batu @ #REF! #REF!0.012 Oh Kepala Tukang @ #REF! #REF!0.006 Oh Mandor @ #REF! #REF!
#REF!
CD 8282.1 Bahan
0.002 Kayu Jati Papan @ #REF! #REF!0.050 Kg Paku Skrup 3.5" @ #REF! #REF!
82.2 Tenaga0.120 Oh Pekerja @ #REF! #REF!0.120 Oh Tukang Batu @ #REF! #REF!0.012 Oh Kepala Tukang @ #REF! #REF!0.006 Oh Mandor @ #REF! #REF!
#REF!
1 M2 Plint Kayu 2 x 10 cm
M3
ANALISA BIAYA KONSTRUKSI (ABK)BANGUNAN GEDUNG DAN PERUMAHAN
PEKERJAAN PENGECETAN
A 11.1 Bahan
0.050 Kg Soda Api @ #REF! #REF!1.2 Tenaga
0.150 Oh Pekerja @ #REF! #REF!Oh Tukang Cat @ #REF! #REF!Oh Kepala Tukang @ #REF! #REF!
0.003 Oh Mandor @ #REF! #REF!#REF!
B 22.1 Bahan
0.050 Kg Sabun @ #REF! #REF!2.2 Tenaga
0.150 Oh Pekerja @ #REF! #REF!Oh Tukang Cat @ #REF! #REF!Oh Kepala Tukang @ #REF! #REF!
0.003 Oh Mandor @ #REF! #REF!#REF!
C 33.1 Bahan
0.050 Kg Sabun @ #REF! #REF!3.2 Tenaga
0.150 Oh Pekerja @ #REF! #REF!Oh Tukang Cat @ #REF! #REF!Oh Kepala Tukang @ #REF! #REF!
0.003 Oh Mandor @ #REF! #REF!#REF!
D 44.1 Bahan
0.050 Kg Sabun @ #REF! #REF!4.2 Tenaga
0.150 Oh Pekerja @ #REF! #REF!Oh Tukang Cat @ #REF! #REF!Oh Kepala Tukang @ #REF! #REF!
0.003 Oh Mandor @ #REF! #REF!#REF!
E 5dengan Tingkat kebersihan Sa 2 1/2
5.1 Bahan40.000 Kg Pasir Silika @ #REF! #REF!10.000 Ltr BBM @ #REF! #REF!
5.2 Peralatan1.000 Hr Kompresor, Blasting Pot, Selang @ #REF! #REF!
dan Nozzle5.3 Tenaga
1.600 Oh Pekerja @ #REF! #REF!1.600 Oh Tukang Cat @ #REF! #REF!0.800 Oh Kepala Tukang @ #REF! #REF!0.500 Oh Mandor @ #REF! #REF!
#REF!
F 66.1 Bahan
0.080 Kg Dempul Jadi @ #REF! #REF!0.020 Kg Minyak Cat @ #REF! #REF!0.010 Kg Batu Apung @ #REF! #REF!
6.2 Tenaga0.040 Oh Pekerja @ #REF! #REF!0.040 Oh Tukang Cat @ #REF! #REF!0.004 Oh Kepala Tukang @ #REF! #REF!0.003 Oh Mandor @ #REF! #REF!
#REF!
1 M2 Mengikis / Mengerok Permukaan Cat tembok Lama
1 M2 Mencuci Bidang Permukaan Tembok Yang Pernah Dicat
1 M2 Mengerok Karat Cat Lama Permukaan Baja dengan Cara Manual
1 M2 Menyabun Permukaan Tembok Lama
1 M2 Mengerok Karat atau Cat Lama Permukaan Baja dengan Pancar Pasir (sanblasting)
1 M2 Mendempul dan Menggosok Kayu
G 77.1 Bahan
0.150 Kg Plamir @ #REF! #REF!0.170 Kg Cat Dasar @ #REF! #REF!0.170 Kg Cat Penutup @ #REF! #REF!
7.2 Tenaga0.070 Oh Pekerja @ #REF! #REF!0.075 Oh Tukang Cat @ #REF! #REF!0.008 Oh Kepala Tukang @ #REF! #REF!0.003 Oh Mandor @ #REF! #REF!
#REF!
H 88.1 Bahan
0.200 Kg Cat Meni @ #REF! #REF!0.150 Kg Plamir @ #REF! #REF!0.170 Kg Cat Dasar @ #REF! #REF!0.260 Kg Cat Penutup @ #REF! #REF!
8.2 Tenaga0.070 Oh Pekerja @ #REF! #REF!0.009 Oh Tukang Cat @ #REF! #REF!0.006 Oh Kepala Tukang @ #REF! #REF!0.003 Oh Mandor @ #REF! #REF!
#REF!
I 99.1 Bahan
0.200 Kg Cat Meni @ #REF! #REF!0.150 Kg Plamir @ #REF! #REF!0.170 Kg Cat Dasar @ #REF! #REF!0.350 Kg Cat Penutup @ #REF! #REF!
9.2 Tenaga0.070 Oh Pekerja @ #REF! #REF!0.105 Oh Tukang Cat @ #REF! #REF!0.004 Oh Kepala Tukang @ #REF! #REF!0.003 Oh Mandor @ #REF! #REF!
#REF!
J 1010.1 Bahan
0.360 Ltr Teak Oil @ #REF! #REF!10.2 Tenaga
0.040 Oh Pekerja @ #REF! #REF!0.063 Oh Tukang Cat @ #REF! #REF!0.063 Oh Kepala Tukang @ #REF! #REF!0.003 Oh Mandor @ #REF! #REF!
#REF!
K 1111.1 Bahan
0.150 Ltr Politur @ #REF! #REF!0.372 Ltr Politur Jadi @ #REF! #REF!2.000 Lbr Amplas @ #REF! #REF!
11.2 TenagaOh Pekerja @ #REF! #REF!
0.060 Oh Tukang Cat @ #REF! #REF!0.016 Oh Kepala Tukang @ #REF! #REF!0.003 Oh Mandor @ #REF! #REF!
#REF!
L 1212.1 Bahan
0.350 Ltr Residu atau Ter @ #REF! #REF!12.2 Tenaga
0.100 Oh Pekerja @ #REF! #REF!Oh Tukang Cat @ #REF! #REF!Oh Kepala Tukang @ #REF! #REF!
0.006 Oh Mandor @ #REF! #REF!#REF!
M 1313.1 Bahan
1 M2 Pengecatan Bidang Kayu Lama
1 M2 Pengecatan Bidang Kayu Baru (1 Lapis Plamir), 1 Lapis Cat Dasar, 2 Lapis Cat Pentup
1 M2 Pengecatan Bidang Kayu Baru (1 Lapis Plamir), 1 Lapis Cat Dasar, 3 Lapis Cat Pentup
1 M2 Pelaburan Bidang Kayu dengan Teak Oil
1 M2 Pelaburan Bidang Kayu dengan Politur
1 M2 Pelaburan Bidang Kayu Cat Residu dan Ter
1 M2 Pelaburan Bidang Kayu dengan Vernis
0.150 Ltr Vernis @ #REF! #REF!0.050 Ltr Dempul @ #REF! #REF!0.100 Lbr Amplas @ #REF! #REF!0.010 Bh Kuas @ #REF! #REF!
13.2 Tenaga0.160 Oh Pekerja @ #REF! #REF!0.160 Oh Tukang Cat @ #REF! #REF!0.016 Oh Kepala Tukang @ #REF! #REF!0.003 Oh Mandor @ #REF! #REF!
#REF!
N 1414.1 Bahan
0.100 Kg Plamir @ #REF! #REF!0.100 Kg Cat Dasar @ #REF! #REF!0.260 Kg Cat Penutup 2 x @ #REF! #REF!
14.2 Tenaga0.020 Oh Pekerja @ #REF! #REF!0.063 Oh Tukang Cat @ #REF! #REF!0.006 Oh Kepala Tukang @ #REF! #REF!0.003 Oh Mandor @ #REF! #REF!
#REF!
O 1515.1 Bahan
0.120 Kg Cat Dasar @ #REF! #REF!0.180 Kg Cat Penutup 2 x @ #REF! #REF!
15.2 Tenaga0.028 Oh Pekerja @ #REF! #REF!0.042 Oh Tukang Cat @ #REF! #REF!0.004 Oh Kepala Tukang @ #REF! #REF!0.003 Oh Mandor @ #REF! #REF!
#REF!
P 1616.1 Bahan
0.100 Kg Kalkarium @ #REF! #REF!16.2 Tenaga
0.028 Oh Pekerja @ #REF! #REF!0.042 Oh Tukang Cat @ #REF! #REF!0.004 Oh Kepala Tukang @ #REF! #REF!0.003 Oh Mandor @ #REF! #REF!
#REF!
Q 1717.1 Bahan
0.100 Lbr Ampelas @ #REF! #REF!0.250 Ikat Alang-alang @ #REF! #REF!
0.002 Perancah kayu @ #REF! #REF!0.150 Kg Kapur Sirih @ #REF! #REF!
17.2 Tenaga0.150 Oh Pekerja @ #REF! #REF!0.001 Oh Tukang Cat @ #REF! #REF!0.000 Oh Kepala Tukang @ #REF! #REF!0.003 Oh Mandor @ #REF! #REF!
#REF!
R 1818.1 Bahan
0.002 Perancah kayu @ #REF! #REF!0.300 Kg Kapur Sirih @ #REF! #REF!
18.2 Tenaga0.040 Oh Pekerja @ #REF! #REF!0.005 Oh Tukang Cat @ #REF! #REF!0.001 Oh Kepala Tukang @ #REF! #REF!0.003 Oh Mandor @ #REF! #REF!
#REF!
S 1919.1 Bahan
1.200 Wall Paper @ #REF! #REF!0.200 Kg Perekat @ #REF! #REF!
1 M2 Pengecetan Tembok Baru (1 Lapis Plamir, 1 Lapis Cat Dasar, 2 Lapis Cat Penutup)
1 M2 Pengecetan Tembok Baru (1 Lapis Plamir, 2 Lapis Cat Penutup)
1 M2 Melabur Tembok dengan Kalkarium
1 M2 Melabur Tembok dengan Kapur Sirih
M3
1 M2 Melabur Tembok Lama dengan Kapur Sirih (untuk Pemeliharaan)
M3
1 M2 Pemasangan Wall Paper
M3
19.2 Tenaga0.020 Oh Pekerja @ #REF! #REF!0.200 Oh Tukang Cat @ #REF! #REF!0.002 Oh Kepala Tukang @ #REF! #REF!0.003 Oh Mandor @ #REF! #REF!
#REF!
T 2020.1 Bahan
0.100 Kg Meni Besi @ #REF! #REF!0.010 Bh Kuas @ #REF! #REF!
20.2 Tenaga0.020 Oh Pekerja @ #REF! #REF!0.200 Oh Tukang Cat @ #REF! #REF!0.020 Oh Kepala Tukang @ #REF! #REF!0.010 Oh Mandor @ #REF! #REF!
#REF!
U 2121.1 Bahan
0.100 Kg Meni Besi @ #REF! #REF!0.010 Bh Kuas @ #REF! #REF!
0.002 Perancah Kayu @ #REF! #REF!21.2 Tenaga
0.250 Oh Pekerja @ #REF! #REF!0.225 Oh Tukang Cat @ #REF! #REF!0.023 Oh Kepala Tukang @ #REF! #REF!0.008 Oh Mandor @ #REF! #REF!
#REF!
V 22 Konvensional dengan tebal 20 Um
22.1 Bahan0.100 Kg Meni (read lead) A @ #REF! #REF!0.100 Kg Meni (read lead) B @ #REF! #REF!0.040 Kg Aluminium C @ #REF! #REF!0.040 Kg Aluminium B @ #REF! #REF!0.010 Ltr Pengencer @ #REF! #REF!
0.002 Perancah Kayu @ #REF! #REF!22.2 Tenaga
0.006 Oh Pekerja @ #REF! #REF!0.006 Oh Tukang Cat @ #REF! #REF!0.023 Oh Kepala Tukang @ #REF! #REF!0.008 Oh Mandor @ #REF! #REF!
#REF!
W 23Mutakhir dengan tebal 20 Um
23.1 Bahan0.300 Kg Cat @ #REF! #REF!
23.2 Tenaga0.006 Oh Pekerja @ #REF! #REF!0.006 Oh Tukang Cat @ #REF! #REF!0.012 Oh Kepala Tukang @ #REF! #REF!0.006 Oh Mandor @ #REF! #REF!
#REF!
X 24 Konvensional dengan tebal 20 Um
24.1 Bahan0.110 Kg Cat Dasar @ #REF! #REF!0.170 Kg Cat Antara @ #REF! #REF!0.080 Kg Cat Penutup @ #REF! #REF!
24.2 Tenaga0.500 Oh Pekerja @ #REF! #REF!0.800 Oh Tukang Cat @ #REF! #REF!0.300 Oh Kepala Tukang @ #REF! #REF!0.200 Oh Mandor @ #REF! #REF!
#REF!
W 25Mutakhir dengan tebal 20 Um
1 M2 Pengecetan Permukaan Baja dengan Meni Besi
1 M2 Pengecetan Permukaan Baja dengan Meni Besi dan Perancah
M3
1 M2 Pengecetan Permukaan Baja Lapis Seng (Galbani) secara Manual Sistem 4 Lapis Cat
M3
1 M2 Pengecetan Permukaan Baja Lapis Seng (Galbani) secara Manual Sistem 1 Lapis Cat
1 M2 Pengecetan Permukaan Baja Lapis Seng (Galbani) secara Manual Sistem 3 Lapis Cat
1 M2 Pengecetan Permukaan Baja Lapis Seng (Galbani) secara Semprot Sistem 1 Lapis Cat
25.1 Bahan0.300 Kg Cat Dasar @ #REF! #REF!
25.2 Tenaga0.400 Oh Pekerja @ #REF! #REF!0.700 Oh Tukang Cat @ #REF! #REF!0.200 Oh Kepala Tukang @ #REF! #REF!0.200 Oh Mandor @ #REF! #REF!
#REF!