rab sni

174
ANALISA BIAYA KONSTRUKSI (ABK) BANGUNAN GEDUNG DAN PERUMAHAN PEKERJAAN PERSIAPAN A 1 1.1 Bahan 1.250 Btg @ #REF! 2.500 Kg Semen Portland @ #REF! 0.005 Pasir Beton @ #REF! 0.009 Koral Beton @ #REF! 0.072 Kayu 5/7 @ #REF! 0.060 Kg Paku biasa 2" - 5" @ #REF! 0.400 Lt Residu @ #REF! 1.2 Tenaga 0.200 Oh Tukang Kayu @ #REF! 0.400 Oh Pekerja @ #REF! 0.020 Oh Kepala Tukang @ #REF! 0.020 Oh Mandor @ #REF! B 2 2.1 Bahan 1.250 Btg @ #REF! 2.500 Kg Semen Portland @ #REF! 1.200 Lbr Seng Gelombang 3" - 5" @ #REF! 0.005 Pasir Beton @ #REF! 0.009 Koral Beton @ #REF! 0.072 Kayu 5/7 @ #REF! 0.060 Kg Paku biasa 2" - 5" @ #REF! 0.450 Kg Meni Besi @ #REF! 2.2 Tenaga 0.200 Oh Tukang Kayu @ #REF! 0.400 Oh Pekerja @ #REF! 0.020 Oh Kepala Tukang @ #REF! 0.020 Oh Mandor @ #REF! C 3 3.1 Bahan 1.000 Btg @ #REF! 2.000 Kg Semen Portland @ #REF! 25.000 Kg Kawat duri @ #REF! 0.005 Pasir Beton @ #REF! 0.009 Koral Beton @ #REF! 0.060 Kg Paku biasa 2" - 5" @ #REF! 3.2 Tenaga 0.200 Oh Tukang Kayu @ #REF! 0.300 Oh Pekerja @ #REF! 0.020 Oh Kepala Tukang @ #REF! 0.020 Oh Mandor @ #REF! D 4 4.1 Bahan 0.012 Kayu 5/7 @ #REF! 0.020 Kg Paku biasa 2" - 5" @ #REF! 0.007 Papan 3/20 @ #REF! 4.2 Tenaga 0.100 Oh Tukang Kayu @ #REF! 0.100 Oh Pekerja @ #REF! 0.010 Oh Kepala Tukang @ #REF! 0.005 Oh Mandor @ #REF! E 5 5.1 Bahan 1.250 Btg @ #REF! 0.180 Kayu @ #REF! 1 M 1 Pagar Sementara Dari Kayu Tinggi 2 m Dolken Kayu F 8-10/400cm M 3 M 3 M 3 1 M 1 Pagar Sementara Dari Seng Gelombang Tinggi 2 m Dolken Kayu F 8-10/400cm M 3 M 3 M 3 1 M 1 Pagar Sementara Dari Kawat Duri Tinggi 1.8 m Dolken Kayu F 8-10/400cm M 3 M 3 1 M 1 Pengukuran dan Pemasangan Bouwplank M 3 M 3 1 M 2 Pemb. Kantor Sementara, dengan Lantai Plesteran Dolken Kayu F 8-10/400cm M 3

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Page 1: RAB SNI

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

Page 2: RAB SNI

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

Page 3: RAB SNI

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

Page 4: RAB SNI

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

Page 5: RAB SNI

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

Page 6: RAB SNI

Oh Kepala Tukang @ Rp - 0.100 Oh Mandor @ #REF! #REF!

#REF!

Page 7: RAB SNI

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

Page 8: RAB SNI

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

Page 9: RAB SNI

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

Page 10: RAB SNI

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

Page 11: RAB SNI

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

Page 12: RAB SNI

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

Page 13: RAB SNI

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)

Page 14: RAB SNI

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

Page 15: RAB SNI

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

Page 16: RAB SNI

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!

Page 17: RAB SNI

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

Page 18: RAB SNI

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

Page 19: RAB SNI

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

Page 20: RAB SNI

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

Page 21: RAB SNI

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

Page 22: RAB SNI

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

Page 23: RAB SNI

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

Page 24: RAB SNI

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

Page 25: RAB SNI

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

Page 26: RAB SNI

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

Page 27: RAB SNI

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

Page 28: RAB SNI

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

Page 29: RAB SNI

#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

Page 30: RAB SNI

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

Page 31: RAB SNI

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

Page 32: RAB SNI

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

Page 33: RAB SNI

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

Page 34: RAB SNI

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

Page 35: RAB SNI

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

Page 36: RAB SNI

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

Page 37: RAB SNI

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

Page 38: RAB SNI

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

Page 39: RAB SNI

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

Page 40: RAB SNI

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

Page 41: RAB SNI

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

Page 42: RAB SNI

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

Page 43: RAB SNI

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

Page 44: RAB SNI

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

Page 45: RAB SNI

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

Page 46: RAB SNI

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

Page 47: RAB SNI

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

Page 48: RAB SNI

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

Page 49: RAB SNI

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

Page 50: RAB SNI

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

Page 51: RAB SNI

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

Page 52: RAB SNI

#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

Page 53: RAB SNI

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

H8
U D I N: 6 % dari harga Kloset
H41
U D I N: 30% dari harga Urinoir
H53
U D I N: 12% dari harga Wastafel
Page 54: RAB SNI

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

H76
U D I N: 18% dari harga Bak
H99
U D I N: 12% dari harga Badkip
H112
U D I N: 10% dari harga total bahan
H122
U D I N: 12 % dari harga Bak
Page 55: RAB SNI

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

Page 56: RAB SNI

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"

H225
U D I N: 35% dari harga Pipa
H235
U D I N: 35% dari harga Pipa
H245
U D I N: 35% dari harga Pipa
H255
U D I N: 35% dari harga Pipa
Page 57: RAB SNI

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

H265
U D I N: 35% dari harga Pipa
H275
U D I N: 35% dari harga Pipa
H285
U D I N: 35% dari harga Pipa
H295
U D I N: 35% dari harga Pipa
H305
U D I N: 35% dari harga Pipa
H315
U D I N: 35% dari harga Pipa
H325
U D I N: 35% dari harga Pipa
Page 58: RAB SNI

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

H335
U D I N: 35% dari harga Pipa
H345
U D I N: 35% dari harga Pipa
H355
U D I N: 35% dari harga Pipa
Page 59: RAB SNI

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!

Page 60: RAB SNI

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

Page 61: RAB SNI

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

Page 62: RAB SNI

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

Page 63: RAB SNI

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

Page 64: RAB SNI

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!

Page 65: RAB SNI

#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!

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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

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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

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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

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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

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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

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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

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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

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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

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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

Page 75: RAB SNI

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

Page 76: RAB SNI

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

Page 77: RAB SNI

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

Page 78: RAB SNI

#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

Page 79: RAB SNI

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

Page 80: RAB SNI

#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

Page 81: RAB SNI

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

Page 82: RAB SNI

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

Page 83: RAB SNI

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

Page 84: RAB SNI

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

Page 85: RAB SNI

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

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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

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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!