Rab Pos Jaga Edit 2

(1)

Kegiatan :

Pekerjaan : Pembuatan Pos Jaga

Lokasi :

Tahun Anggaran : APBN-P 2012

Jumlah Harga (Rp.)

1 3

A PEKERJAAN PERSIAPAN 1,500,000 B PEKERJAAN TANAH DAN PASIR 2,063,280 C PEKERJAAN PONDASI 4,141,955 D PEKERJAAN BETON 10,141,900 E PEKERJAAN LANTAI DAN PASANGAN 15,399,160 F PEKERJAAN PINTU, JENDELA & VENTILASI 4,409,261 G PEKERJAAN PLAFOND 1,418,725 H PEKERJAAN PENGECATAN 3,695,349 I PEKERJAAN PENGGANTUNG 1,432,605 J PEKERJAAN INSTALASI LISTRIK 1,310,000 K PEKERJAAN SANITASI 5,315,613 L PEKERJAAN AKHIR DAN LAIN-LAIN 1,500,000 52,327,848 5,232,785 57,560,632 57,500,000

Palu, September 2012

Mengetahui/Menyetujui

Dibuat Oleh,

Pejabat Pembuat Komitmen

Konsultan Perencana

PT. ADITAMA KARYA

ICHSAN FIRMANSYAH M. AMIN, SE

ABDUL RAHMAN, ST., IAI

NIP. 19830303 200901 1 026

Direktur

PPN 10%

JUMLAH HARGA

DIBULATKAN

TERBILANG : LIMA PULUH TUJUH JUTA ENAM RATUS RIBU RUPIAH

R E K A P I T U L A S I A N G G A R A N

No

HARGA FISIK

Uraian Pekerjaan

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Kegiatan :

Lokasi :

Harga Satuan Jumlah Harga

(Rp.) (Rp.)

1 3 4.00 5 6

A PEKERJAAN PERSIAPAN

1 Pek Pembersihaan Lokasi Ls 1.00 500,000 500,000

2 Pek. Papan Nama Proyek Ls 1.00 500,000 500,000

3 Pengukuran dan Pemasangan Bowplank Ls 1.00 500,000 500,000 Jumlah A 1,500,000 B PEKERJAAN TANAH DAN PASIR

1 Pek. Galian Tanah M3 7.38 52,650 388,557

2 Pek. Urugan Kembali Bekas Galian M3 1.85 17,550 32,380 3 Pek. Urugan Tanah Bawah Lantai (dipadatkan) M3 5.77 5,850 33,755 4 Pek. Urugan Pasir Bawah Pondasi M3 5.42 107,200 581,024 5 Pek. Urugan sirtu Bawah lantai (dipadatkan) M3 10.99 93,500 1,027,565 Jumlah B 2,063,280 C PEKERJAAN PONDASI

1 Pek. Pas. Pondasi Batu Kali M3 7.09 507,395 3,597,431

2 Pek. Pas. Batu Kosong M3 2.45 222,255 544,525

Jumlah C 4,141,955 D PEKERJAAN BETON

1 Pek. Beton Bertulang M3 1.57 2,789,357 4,379,290

2 Pek. Plat Beton Bertulang Beton M3 1.44 3,426,420 4,934,045

3 Pek. Pondsi Batu Bata M2 8.45 98,055 828,565

Jumlah D 10,141,900 E PEKERJAAN LANTAI DAN PASANGAN

1 Pek Cor Lantai Rabat Beton M3 2.50 550,192 1,375,479

2 Pek. Pas. Dinding Batu Bata M2 55.20 91,020 5,024,304 3 Pek. Plesteran Dinding 1 : 3 M2 119.20 42,679 5,087,337

4 Pek. Acian Dinding M2 119.20 24,325 2,899,540

5 Pek. Pas. Dinding Batu Alam M2 4.05 250,000 1,012,500 Jumlah E 15,399,160 F PEKERJAAN PINTU, JENDELA & VENTILASI

1 Pek. Kusen Ventilasi M3 0.09 3,901,000 351,090

2 Pek. Pintu Panel M2 2.82 373500 1,053,270

3 Pek. Pas. Kaca Mati 5mm M2 6.66 153,760 1,024,042

4 Pek. Kusen Aluminium Jendela dan Pintu M2 34.22 57,886 1,980,859 Jumlah F 4,409,261 G PEKERJAAN PLAFOND

1 Pek. Rangka Plafond M2 11.00 83,200 915,200

2 Pek. Penutup Plafond Gypsum Board M2 11.00 45,775 503,525 Jumlah I 1,418,725 H PEKERJAAN PENGECATAN

1 Pek. Pengecatan Tembok + Plafond M2 135.00 23,605 3,186,675

2 Pek. Pengecatan Kayu M2 17.00 29,922 508,674

Jumlah I 3,695,349 2

No Satuan Volume

RENCANA ANGGARAN BIAYA (RAB)

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I PEKERJAAN PENGGANTUNG

1 Pek. Sunscreen Besi Hollow 2/4 M2 2.40 400,000 960,000

Pek. Engsel Pintu Psg 3.00 40,285 120,855

Pek. Kunci Pintu 2 Slaag Set 2.00 164,500 329,000

2 Pek. Grendel Pintu Bh 1.00 22,750 22,750

Jumlah I 1,432,605 J PEKERJAAN INSTALASI LISTRIK

1 Pek. Instalasi Titik Lampu Ttk 8.00 100,000 800,000

2 Pas. Down light Bh 4.00 55,000 220,000

3 Lampu Sl Bh 4.00 20,000 80,000 4 Stop Kontak Bh 2.00 55,000 110,000 5 Saklar Seri Bh 1.00 50,000 50,000 6 Saklar Tunggal Bh 2.00 25,000 50,000 Jumlah K 1,310,000 K PEKERJAAN SANITASI 1 Kran Air Bh 1.00 40,363 40,363 2 Floor Drain Bh 1.00 25,250 25,250 3 Klosed Duduk Bh 1.00 1,150,000 1,150,000

4 Sumur Dangkal Pipa Gip 1 1/2" Kedalaman 8m LS 1.00 1,500,000 1,500,000

5 Mesin Pompa 125 Watt LS 1.00 600,000 600,000

6 Pipa dan Aksesoris LS 1.00 500,000 500,000

7 Pek. Saptick Tank Buis Beton Bulat 2 susun LS 1.00 1,500,000 1,500,000 Jumlah K 5,315,613 L PEKERJAAN AKHIR DAN LAIN-LAIN

1 Pekerjaan Pembersihan Lokasi Ls 1.00 500,000 500,000

2 Dokumentasi LS 1.00 500,000 500,000

3 As Build Drawing Ls 1.00 500,000 500,000

Jumlah K 1,500,000

Palu, September 2012

Mengetahui/Menyetujui

Dibuat Oleh,

Pejabat Pembuat Komitmen

Konsultan Perencana

PT. ADITAMA KARYA

ICHSAN FIRMANSYAH M. AMIN, SE

ABDUL RAHMAN, ST., IAI

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Kegiatan :

Lokasi :

Tahun Anggaran : APBN-P 2012 PEKERJAAN PERSIAPAN

1 M' Pagar Sementara dari Seng Gelombang, Tinggi 2 meter Bahan :

1.250 Btg Dolken kayu diameter 8-10/400 cm @ -2.500 Kg Semen portland @ -1.200 Lbr Seng gelombang 3 inci – 5 inci @ -0.005 M3 Pasir beton @ -0.009 M3 Koral beton @ -0.072 M3 Kayu 5/7 @ -0.060 Kg Paku biasa 2 inci – 5 inci @ -0.450 Ltr Meni besi @ -Tenaga : 0.200 OH Tukang kayu @ -0.400 OH Pekerja @ -0.020 OH Kepala tukang @ -0.020 OH Mandor @ -Jumlah

-1 M' Pengukuran dan Pemasangan Bowplank Bahan :

0.012 M³ Kayu 5/7 @ 1,200,000.00 14,400.00 0.020 Kg Paku biasa 2 inci – 5 inci @ 24,000.00 480.00 0.007 M³ Kayu papan 3/20 @ 1,200,000.00 8,400.00 Tenaga : 0.200 OH Tukang kayu @ 70,000.00 14,000.00 0.400 OH Pekerja @ 55,000.00 22,000.00 0.020 OH Kepala tukang @ 75,000.00 1,500.00 0.020 OH Mandor @ 70,000.00 1,400.00 Jumlah 62,180.00

1 M2 Pembuatan Kantor Sementara Bahan :

1.250 Btg Dolken kayu diameter 8-10/400 cm @ 10,000.00 12,500.00 0.180 M³ Kayu @ 1,750,000.00 315,000.00 0.850 Kg Kayu biasa @ 1,200,000.00 1,020,000.00 1.100 Kg Besi strip @ 16,400.00 18,040.00 35.000 Kg Semen Portland @ 1,500.00 52,500.00 0.150 M³ Pasir pasang @ 80,000.00 12,000.00 0.100 M³ Pasir beton @ 80,000.00 8,000.00 0.150 M³ Koral beton @ 197,000.00 29,550.00 30.000 Bh Bata merah @ 680.00 20,400.00 1.500 Lbr Seng Gelombang @ 56,000.00 84,000.00 0.200 Bh Jendela nako @ -0.080 M2 Kaca polos @ 120,000.00 9,600.00 0.150 Bh Kunci tanam @ 40,000.00 6,000.00 0.060 Lbr Plywood 4 mm @ -Tenaga : 2.000 OH Tukang kayu @ 70,000.00 140,000.00 1.000 OH Pekerja @ 55,000.00 55,000.00 0.300 OH Kepala tukang @ 75,000.00 22,500.00 0.050 OH Mandor @ 70,000.00 3,500.00 Jumlah 1,808,590.00

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1 M2 Pembuatan Gudang Semen dan Alat-alat Bahan :

17.000

Btg Dolken Kayu diameter 8-10/400 cm @ 10,000.00 170,000.00 0.210 M³ Kayu @ 1,750,000.00 367,500.00 0.300 Kg Paku biasa @ 24,000.00 7,200.00 10.500 Kg Semen Portland @ 1,500.00 15,750.00 0.030 M³ Pasir beton @ 80,000.00 2,400.00 0.050 M³ Koral beton @ 197,000.00 9,850.00 1.500 Lbr Seng gelombang bwg 32 @ 56,000.00 84,000.00 Tenaga : 2.000 OH Tukang kayu @ 70,000.00 140,000.00 1.000 OH Pekerja @ 55,000.00 55,000.00 0.200 OH Kepala tukang @ 75,000.00 15,000.00 0.050 OH Mandor @ 70,000.00 3,500.00 Jumlah 870,200.00

1 M2 Membersihkan Lapangan dan Peralatan Tenaga :

0.100 OH Pekerja @ 55,000.00 5,500.00 0.005 OH Mandor @ 70,000.00 350.00 Jumlah 5,850.00

1 M2 Pembuatan Bedeng Buruh Bahan :

1.250 batang Dolken kayu diameter 8-10/400 cm @ 10,000.00 12,500.00 0.186 M³ Kayu @ 1,750,000.00 325,500.00 0.300 Kg Kayu biasa @ 1,200,000.00 360,000.00 18.000 Kg Semen Portland @ 1,500.00 27,000.00 0.030 M³ Pasir beton @ 80,000.00 2,400.00 0.050 M³ Koral beton @ 197,000.00 9,850.00 1.500 Lbr Seng gelombang bwg 32 @ 56,000.00 84,000.00 1.500 Lbr Plywood 4 mm @ -Tenaga : 2.000 OH Tukang kayu @ 70,000.00 140,000.00 1.000 OH Pekerja @ 55,000.00 55,000.00 0.200 OH Kepala tukang @ 75,000.00 15,000.00 0.050 OH Mandor @ 70,000.00 3,500.00 Jumlah 1,034,750.00 PEKERJAAN TANAH

Menggali 1 M³ Tanah Biasa Sedalam 2 Meter Tenaga :

0.900 OH Pekerja @ 55,000.00 49,500.00 0.045 OH Mandor @ 70,000.00 3,150.00 Jumlah 52,650.00

Mengurug Kembali 1 M³ Galian Tenaga :

0.300 OH Pekerja @ 55,000.00 16,500.00 0.015 OH Mandor @ 70,000.00 1,050.00 Jumlah 17,550.00

Memadatkan 1 M³ Tanah (per 20cm) Tenaga : 0.100 OH Pekerja @ 55,000.00 5,500.00 0.005 OH Mandor @ 70,000.00 350.00 Jumlah 5,850.00 Mengurug 1 M³ Pasir Bahan : 1.200 M³ Pasir Urug @ 75,000.00 90,000.00 Tenaga : 0.300 OH Pekerja @ 55,000.00 16,500.00 0.010 OH Mandor @ 70,000.00 700.00 Jumlah 107,200.00

Mengurug 1 M3 Sirtu Padat untuk Peninggian Lantai Bangunan Bahan : 1.200 M³ Sirtu @ 65,000.00 78,000.00 Tenaga : 0.250 OH Pekerja @ 55,000.00 13,750.00 0.025 OH Mandor @ 70,000.00 1,750.00 Jumlah 93,500.00

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PEKERJAAN PONDASI

Memasang 1 M3 Pondasi Batu Belah, Campuran 1 PC : 5 PP Bahan : 1.200 M³ Batu belah 15 cm/20 cm @ 95,000.00 114,000.00 136.000 Kg Portland Cement @ 1,500.00 204,000.00 0.544 M³ Pasir Pasang @ 80,000.00 43,520.00 Tenaga : 1.500 OH Pekerja @ 55,000.00 82,500.00 0.750 OH Tukang batu @ 70,000.00 52,500.00 0.075 OH Kepala tukang @ 75,000.00 5,625.00 0.075 OH Mandor @ 70,000.00 5,250.00 Jumlah 507,395.00

Memasang 1 M3 Batu kosong (anstamping) Bahan : 1.200 M³ Batu belah 15 cm/20 cm @ 95,000.00 114,000.00 0.432 M³ Pasir Urug @ 75,000.00 32,400.00 Tenaga : 0.780 OH Pekerja @ 55,000.00 42,900.00 0.390 OH Tukang batu @ 70,000.00 27,300.00 0.039 OH Kepala tukang @ 75,000.00 2,925.00 0.039 OH Mandor @ 70,000.00 2,730.00 Jumlah 222,255.00 PEKERJAAN BETON

Membuat 1 M2Bekisting Untuk Sloof Beton Bahan :

0.045 M³ Kayu kelas III @ 1,200,000.00 54,000.00 0.300 Kg Paku 5 cm-12cm @ 24,000.00 7,200.00 0.100 Ltr Minyak bekisting @ - -Tenaga : 0.520 OH Pekerja @ 55,000.00 28,600.00 0.260 OH Tukang kayu @ 70,000.00 18,200.00 0.026 OH Kepala tukang @ 75,000.00 1,950.00 0.026 OH Mandor @ 70,000.00 1,820.00 Jumlah 111,770.00

Membuat 1 M2Bekisting Kolom Beton Bahan :

0.040 M³ Kayu kelas III @ 1,200,000.00 48,000.00 0.400 Kg Paku 5 cm-12cm @ 24,000.00 9,600.00 0.200 Ltr Minyak bekisting @ - -0.015 M³ Kayu kelas II balok @ 1,200,000.00 18,000.00 0.350 Lbr Plywood 9 mm @ 90,000.00 31,500.00 2.000 Btg Dolken kayu galam, @ 15,000.00 30,000.00

φ (8-10) cm, panjang 4 m Tenaga : 0.660 OH Pekerja @ 55,000.00 36,300.00 0.330 OH Tukang kayu @ 70,000.00 23,100.00 0.030 OH Kepala tukang @ 75,000.00 2,250.00 0.033 OH Mandor @ 70,000.00 2,310.00 Jumlah 201,060.00

Membuat 1 M2 Bekisting Balok Beton Bahan :

0.040 M³ Kayu kelas III @ 1,200,000.00 48,000.00 0.400 Kg Paku 5 cm-12cm @ 24,000.00 9,600.00 0.200 Ltr Minyak bekisting @ 10,000.00 2,000.00 0.018 M³ Kayu kelas II balok @ 1,200,000.00 21,600.00 0.350 Lbr Plywood 9 mm @ 90,000.00 31,500.00 2.000 Btg Dolken kayu galam, @ 10,000.00 20,000.00

Membuat 1 M2 Bekisting Plat Beton Bahan :

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0.400 Kg Paku 5 cm-12cm @ 24,000.00 9,600.00 0.200 Ltr Minyak bekisting @ - -0.015 M³ Kayu kelas II balok @ 1,200,000.00 18,000.00 0.350 Lbr Plywood 9 mm @ 90,000.00 31,500.00 6.000 Btg Dolken kayu galam, @ 10,000.00 60,000.00

Membuat 1 M3 Lantai Kerja Beton Mutu f’c = 7.4 MPa (K 100), Slump (3-6) cm, w/c = 0,87 Bahan : 230.000 Kg Portland Cement @ 1,500.00 345,000.00 0.638 M³ Pasir Beton @ 80,000.00 51,028.88 0.761 M³ Kerikil @ 90,000.00 68,462.90 Tenaga : 1.200 OH Pekerja @ 55,000.00 66,000.00 0.200 OH Tukang batu @ 70,000.00 14,000.00 0.020 OH Kepala tukang @ 75,000.00 1,500.00 0.060 OH Mandor @ 70,000.00 4,200.00 Jumlah 550,191.78

Membuat 1 M3 Beton Mutu f’c = 14,5 MPa (K 175), Slump (12 ± 2) cm, w/c = 0,66 Bahan : 326.000 Kg Portland Cement @ 1,500.00 489,000.00 0.543 M³ Pasir Beton @ 80,000.00 43,428.83 0.762 M³ Kerikil @ 90,000.00 68,596.23 Tenaga : 1.650 OH Pekerja @ 55,000.00 90,750.00 0.275 OH Tukang batu @ 70,000.00 19,250.00 0.028 OH Kepala tukang @ 75,000.00 2,100.00 0.083 OH Mandor @ 70,000.00 5,810.00 Jumlah 718,935.06

Pembesian 10 Kg dengan Besi Polos atau Ulir Bahan :

10.500 Kg Besi beton (polos/ulir) @ 11,200.00 117,600.00 0.150 Kg Kawat beton @ 14,000.00 2,100.00 Tenaga : 0.070 OH Pekerja @ 55,000.00 3,850.00 0.070 OH Tukang Besi @ 70,000.00 4,900.00 0.007 OH Kepala tukang @ 75,000.00 525.00 0.004 OH Mandor @ 70,000.00 280.00 Jumlah 129,255.00 Untuk 1 Kg Pembesian Polos/ulir @ 12,925.50

Memasang 1M2 Bekisting untuk Tangga Bahan :

0.030 M³ Kayu kelas III @ 1,200,000.00 36,000.00 0.400 Kg Paku 5 cm – 12 cm @ 24,000.00 9,600.00 0.150 Ltr Minyak bekisting @ 10,000.00 1,500.00 0.015 M³ Balok kayu kelas II @ 1,750,000.00 26,250.00 0.350 Lbr Plywood tebal 9 mm @ -2.000 Btg Dolken kayu galam, @ 10,000.00 20,000.00 φ (8-10) cm, panjang 4 m -Tenaga : 0.660 OH Pekerja @ 55,000.00 36,300.00 0.330 OH Tukang Kayu @ 70,000.00 23,100.00 0.033 OH Kepala tukang @ 75,000.00 2,475.00 0.033 OH Mandor @ 70,000.00 2,310.00 Jumlah 157,535.00

Membuat 1 M3 Beton Berutulang (120 Kg Besi + Bekisting)

1.000 M³ Cor Beton 550,191.78 550,191.78 130.000 Kg Besi Beton 12,925.50 1,680,315.00 5.000 M2 Bekisting 111,770.00 558,850.00 Jumlah 2,789,356.78

Membuat 1 M3 Kolom Beton Berutulang 15/15 (197 Kg Besi + Bekisting)

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197.000 Kg Besi Beton 12,925.50 2,546,323.50 13.332 M2 Bekisting 201,060.00 2,680,531.92 Jumlah 5,945,790.48

Membuat 1 M3 Balok Beton Berutulang 15/20 (161 Kg Besi + Bekisting)

1.000 M³ Cor Beton K 175 718,935.06 718,935.06 161.000 Kg Besi Beton 12,925.50 2,081,005.50 13.332 M2 Bekisting 196,885.00 2,624,870.82 Jumlah 5,424,811.38

Membuat 1 M3 Balok Beton Berutulang 15/30 (161 Kg Besi + Bekisting)

1.000 M³ Cor Beton K 175 718,935.06 718,935.06 161.000 Kg Besi Beton 12,925.50 2,081,005.50 11.400 M2 Bekisting 196,885.00 2,244,489.00 Jumlah 5,044,429.56

Membuat 1 Dak Beton Berutulang T=10cm (120 Kg Besi + Bekisting)

1.000 M³ Cor Beton K 175 718,935.06 718,935.06 120.000 Kg Besi Beton 12,925.50 1,551,060.00 5.000 M2 Bekisting 231,285.00 1,156,425.00 Jumlah 3,426,420.06 PEKERJAAN DINDING

Memasang 1 M2 Dinding Bata Merah Ukuran (5 x 11 x 22) cm Tebal 1/2 bata, campuran spesi 1 PC : 5 PP Bahan : 70.000 Bh Bata Merah @ 680.00 47,600.00 9.680 Kg Portland Cement @ 1,500.00 14,520.00 0.045 M³ Pasir Pasang @ 80,000.00 3,600.00 Tenaga : 0.300 OH Pekerja @ 55,000.00 16,500.00 0.100 OH Tukang Batu @ 70,000.00 7,000.00 0.010 OH Kepala tukang @ 75,000.00 750.00 0.015 OH Mandor @ 70,000.00 1,050.00 Jumlah 91,020.00

Memasang 1 M2 Dinding Bata Merah Ukuran (5 x 11 x 22) cm Tebal 1/2 bata, campuran spesi 1 PC : 3 PP Bahan : 70.000 Bh Bata Merah @ 680.00 47,600.00 14.370 Kg Portland Cement @ 1,500.00 21,555.00 0.045 M³ Pasir Pasang @ 80,000.00 3,600.00 Tenaga : 0.300 OH Pekerja @ 55,000.00 16,500.00 0.100 OH Tukang Batu @ 70,000.00 7,000.00 0.010 OH Kepala tukang @ 75,000.00 750.00 0.015 OH Mandor @ 70,000.00 1,050.00 Jumlah 98,055.00 PEKERJAAN PLESTERAN

Membuat 1M2 Plesteran 1 PC : 2 PP, tebal 15 mm Bahan : 10.224 Kg Portland Cement @ 1,500.00 15,336.00 0.020 M³ Pasir Pasang @ 80,000.00 1,600.00 Tenaga : 0.300 OH Pekerja @ 55,000.00 16,500.00 0.150 OH Tukang Batu @ 70,000.00 10,500.00 0.015 OH Kepala tukang @ 75,000.00 1,125.00 0.015 OH Mandor @ 70,000.00 1,050.00 Jumlah 46,111.00

Membuat 1M2 Plesteran 1 PC : 3 PP, tebal 15 mm Bahan : 7.776 Kg Portland Cement @ 1,500.00 11,664.00 0.023 M³ Pasir Pasang @ 80,000.00 1,840.00 Tenaga : 0.300 OH Pekerja @ 55,000.00 16,500.00 0.150 OH Tukang Batu @ 70,000.00 10,500.00 0.015 OH Kepala tukang @ 75,000.00 1,125.00 0.015 OH Mandor @ 70,000.00 1,050.00 Jumlah 42,679.00

Membuat 1M2 Plesteran 1 PC : 5 PP, tebal 15 mm Bahan :

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5.184 Kg Portland Cement @ 1,500.00 7,776.00 0.026 M³ Pasir Pasang @ 80,000.00 2,080.00 Tenaga : 0.300 OH Pekerja @ 55,000.00 16,500.00 0.150 OH Tukang Batu @ 70,000.00 10,500.00 0.015 OH Kepala tukang @ 75,000.00 1,125.00 0.015 OH Mandor @ 70,000.00 1,050.00 Jumlah 39,031.00

Membuat 1M2 Plesteran 1 PC : 2 KP : 8 PP 5 PP, tebal 15 mm Bahan : 5.184 Kg Portland Cement @ 1,500.00 7,776.00 0.005 M³ Kapur @ 175,000.00 875.00 0.026 M³ Pasir Pasang @ 80,000.00 2,080.00 Tenaga : 0.300 OH Pekerja @ 55,000.00 16,500.00 0.150 OH Tukang Batu @ 70,000.00 10,500.00 0.015 OH Kepala tukang @ 75,000.00 1,125.00 0.015 OH Mandor @ 70,000.00 1,050.00 Jumlah 39,906.00 Membuat 1M2 Acian Bahan : 3.250 Kg Portland Cement @ 1,500.00 4,875.00 Tenaga : 0.200 OH Pekerja @ 55,000.00 11,000.00 0.100 OH Tukang Batu @ 70,000.00 7,000.00 0.010 OH Kepala tukang @ 75,000.00 750.00 0.010 OH Mandor @ 70,000.00 700.00 Jumlah 24,325.00 PEKERJAAN KAYU

Membuat dan Memasang 1M³ Kusen Pintu dan Kusen Jendela, Kayu Kelas II atau III Bahan : 1.200 M³ Balok kayu @ 1,750,000.00 2,100,000.00 1.250 Kg Paku 10 cm @ 24,000.00 30,000.00 1.000 Kg Lem kayu @ 25,000.00 25,000.00 Tenaga : 6.000 OH Pekerja @ 55,000.00 330,000.00 18.000 OH Tukang Kayu @ 70,000.00 1,260,000.00 1.800 OH Kepala tukang @ 75,000.00 135,000.00 0.300 OH Mandor @ 70,000.00 21,000.00 Jumlah 3,901,000.00

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Membuat dan Memasang 1M2 Pintu dan Jendela Kaca, Kayu Kelas I atau II Bahan : 0.024 M³ Papan kayu @ 1,750,000.00 42,000.00 0.300 Kg Lem kayu @ 25,000.00 7,500.00 Tenaga : 0.800 OH Pekerja @ 55,000.00 44,000.00 2.400 OH Tukang Kayu @ 70,000.00 168,000.00 0.240 OH Kepala tukang @ 75,000.00 18,000.00 0.040 OH Mandor @ 70,000.00 2,800.00 Jumlah 282,300.00

Membuat dan Memasang 1 M2 Pintu dan Jendela Jalusi Kayu Kelas I atau II Bahan : 0.064 M³ Papan kayu @ 1,750,000.00 112,000.00 0.500 Kg Lem kayu @ 25,000.00 12,500.00 Tenaga : 1.000 OH Pekerja @ 55,000.00 55,000.00 3.000 OH Tukang Kayu @ 70,000.00 210,000.00 0.300 OH Kepala tukang @ 75,000.00 22,500.00 0.050 OH Mandor @ 70,000.00 3,500.00 Jumlah 415,500.00

Membuat dan Memasang 1 M2 Daun Pintu Panel, Kayu Kelas I atau II Bahan : 0.040 M³ Papan kayu @ 1,750,000.00 70,000.00 0.500 Kg Lem kayu @ 25,000.00 12,500.00 Tenaga : 1.000 OH Pekerja @ 55,000.00 55,000.00 3.000 OH Tukang Kayu @ 70,000.00 210,000.00 0.300 OH Kepala tukang @ 75,000.00 22,500.00 0.050 OH Mandor @ 70,000.00 3,500.00 Jumlah 373,500.00

Memasang 1 M2 Konstruksi Kuda-kuda Konvensional, kayu kelas I, II dan III bentang 6 meter Bahan :

1.100 M³ Balok kayu @ 1,750,000.00 1,925,000.00 15.000 Kg Besi strip tebal 5 mm @ 16,400.00 246,000.00 5.600 Kg Paku 12 cm @ 24,000.00 134,400.00 Tenaga : 4.000 OH Pekerja @ 55,000.00 220,000.00 12.000 OH Tukang Kayu @ 70,000.00 840,000.00 1.200 OH Kepala tukang @ 75,000.00 90,000.00 0.200 OH Mandor @ 70,000.00 14,000.00 Jumlah 3,469,400.00

Memasang 1 M3 Konstruksi Gording, kayu kelas II Bahan :

1.100 M³ Balok kayu @ 1,750,000.00 1,925,000.00 15.000 Kg Besi strip tebal 5 mm @ 16,400.00 246,000.00 3.000 Kg Paku 12 cm @ 24,000.00 72,000.00 Tenaga : 4.000 OH Pekerja @ 55,000.00 220,000.00 12.000 OH Tukang Kayu @ 70,000.00 840,000.00 1.200 OH Kepala tukang @ 75,000.00 90,000.00 0.200 OH Mandor @ 70,000.00 14,000.00 Jumlah 3,407,000.00

Memasang 1 M2 Rangka Atap Genteng Keramik kayu kelas II Bahan : 0.014 M³ Kaso-kaso (5 x 7) cm @ 1,750,000.00 24,500.00 0.004 M³ Reng (2 x 3) cm @ 1,750,000.00 6,300.00 0.250 Kg Paku 5 cm dan 10 cm @ 24,000.00 6,000.00 Tenaga : 0.100 OH Pekerja @ 55,000.00 5,500.00 0.100 OH Tukang Kayu @ 70,000.00 7,000.00 0.010 OH Kepala tukang @ 75,000.00 750.00 0.005 OH Mandor @ 70,000.00 350.00 Jumlah 50,400.00

Memasang 1 M2 Rangka Atap Genteng Keramik Baja Ringan Bahan :

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1.200 btg Reng Baja Ringan @ 50,000.00 60,000.00 0.200 Kg Sekrup @ 25,000.00 5,000.00 Tenaga : 0.100 OH Pekerja @ 55,000.00 5,500.00 0.100 OH Tukang Kayu @ 70,000.00 7,000.00 0.010 OH Kepala tukang @ 75,000.00 750.00 0.005 OH Mandor @ 70,000.00 350.00 Jumlah 156,600.00

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Memasang 1 M2 Rangka Langit-langit (60 x 60) cm, Kayu Kelas II atau III Bahan : 0.016 M³ Kaso-kaso (5 x 7) cm @ 1,750,000.00 28,525.00 0.250 Kb Paku 7 cm – 10 cm @ 24,000.00 6,000.00 Tenaga : 0.100 OH Pekerja @ 55,000.00 5,500.00 0.100 OH Tukang Kayu @ 70,000.00 7,000.00 0.010 OH Kepala tukang @ 75,000.00 750.00 0.005 OH Mandor @ 70,000.00 350.00 Jumlah 48,125.00

1 M2 Pekerjaan Rangka Plafond Hollow

Bahan : 1.200 Btg Metal Hollow @ 35,000.00 42,000.00 0.250 Kg Sekrup Hollow @ 25,000.00 6,250.00 Tenaga : 0.200 Oh Pekerja @ 55,000.00 11,000.00 0.300 Oh Tukang @ 70,000.00 21,000.00 0.030 Oh Kepala Tukang @ 75,000.00 2,250.00 0.010 Oh Mandor @ 70,000.00 700.00 Jumlah 83,200.00

Memasang 1 M' Lisplank Ukuran (3 x 30) cm, Kayu Kelas I atau Kelas II Bahan : 0.011 M³ Papan kayu @ 1,750,000.00 19,250.00 0.050 Kg Paku 5 cm dan 7 cm @ 24,000.00 1,200.00 Tenaga : 0.100 OH Pekerja @ 55,000.00 5,500.00 0.200 OH Tukang Kayu @ 70,000.00 14,000.00 0.020 OH Kepala tukang @ 75,000.00 1,500.00 0.005 OH Mandor @ 70,000.00 350.00 Jumlah 41,800.00 PEKERJAAAN PENUTUP ATAP

Memasang 1 M2 Atap Genteng Metal Bahan :

1.200 Lbr Genteng Metal @ 55,000.00 66,000.00 0.200 Kg Paku Atap Genteng metal @ 25,000.00 5,000.00

Tenaga : 0.200 OH Pekerja @ 55,000.00 11,000.00 0.100 OH Tukang Kayu @ 70,000.00 7,000.00 0.010 OH Kepala tukang @ 75,000.00 750.00 0.001 OH Mandor @ 70,000.00 70.00 Jumlah 89,820.00

Memasang 1 M' Bubungan Genteng Metal Bahan :

1.100 M' Bubungan Genteng Metal @ 20,000.00 22,000.00 0.050 Kg Paku Atap Genteng metal @ 25,000.00 1,250.00

Tenaga : 0.250 OH Pekerja @ 55,000.00 13,750.00 0.150 OH Tukang Kayu @ 70,000.00 10,500.00 0.015 OH Kepala tukang @ 75,000.00 1,125.00 0.013 OH Mandor @ 70,000.00 910.00 Jumlah 49,535.00 PEKERJAAAN PENUTUP LANGIT-LANGIT

Memasang 1 M2 Langit-langit Gypsum Board (120 x 240) cm, Tebal 9mm Bahan : 0.399 Lbr Gypsum Board @ 75,000.00 29,925.00 0.03 Kg Sekrup Gipsum @ 75,000.00 2,250.00 Tenaga : 0.100 OH Pekerja @ 55,000.00 5,500.00 0.100 OH Tukang Kayu @ 70,000.00 7,000.00 0.010 OH Kepala tukang @ 75,000.00 750.00 0.005 OH Mandor @ 70,000.00 350.00 Jumlah 45,775.00

Memasang 1 M2 Langit-langit Tripleks Ukuran (120 x 240) cm, Tebal 3 mm, 4 mm dan 6 mm Bahan :

0.375 Lbr Tripleks @ 50,000.00 18,750.00 0.03 Kg Paku tripleks @ 20,000.00 600.00

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0.100 OH Pekerja @ 55,000.00 5,500.00 0.100 OH Tukang Kayu @ 70,000.00 7,000.00 0.010 OH Kepala tukang @ 75,000.00 750.00 0.005 OH Mandor @ 70,000.00 350.00 Jumlah 32,950.00 PEKERJAAAN PENUTUP LANTAI/DINDING

Memasang 1 M2 Lantai Keramik Ukuran (30 x 30) cm Bahan :

11.870 Buah Ubin keramik @ 4,275.04 50,744.76 10.000 Kg Portland Cement @ 1,500.00 15,000.00 0.045 M³ Pasir Pasang @ 80,000.00 3,600.00 1.500 Kg Semen Warna @ 11,000.00 16,500.00 Tenaga : 0.700 OH Pekerja @ 55,000.00 38,500.00 0.350 OH Tukang Batu @ 70,000.00 24,500.00 0.035 OH Kepala tukang @ 75,000.00 2,625.00 0.035 OH Mandor @ 70,000.00 2,450.00 Jumlah 153,919.76

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Memasang 1 M2 Lantai Keramik Ukuran (20 x 20) cm Bahan :

26.500 Buah Ubin keramik @ 4,320.04 114,481.14 10.400 Kg Portland Cement @ 1,500.00 15,600.00 0.045 M³ Pasir Pasang @ 80,000.00 3,600.00 1.620 Kg Semen warna @ 11,000.00 17,820.00 Tenaga : 0.700 OH Pekerja @ 55,000.00 38,500.00 0.350 OH Tukang Batu @ 70,000.00 24,500.00 0.035 OH Kepala tukang @ 75,000.00 2,625.00 0.035 OH Mandor @ 70,000.00 2,450.00 Jumlah 219,576.14

Memasang 1 M2 Dinding Porselin Ukuran (20 x 30) cm Bahan : 16.700 Buah Porselin @ 4,320.04 72,144.72 9.300 Kg Portland Cement @ 1,500.00 13,950.00 0.018 M³ Pasir Pasang @ 80,000.00 1,440.00 1.940 Kg Semen warna @ 11,000.00 21,340.00 Tenaga : 0.900 OH Pekerja @ 55,000.00 49,500.00 0.450 OH Tukang Batu @ 70,000.00 31,500.00 0.045 OH Kepala tukang @ 75,000.00 3,375.00 0.045 OH Mandor @ 70,000.00 3,150.00 Jumlah 196,399.72

Memasang 1 M'Plint Keramik Ukuran (10 x 30) cm Bahan : 3.400 Buah Porselin @ 4,320.04 14,688.15 1.140 Kg Portland Cement @ 1,500.00 1,710.00 0.003 M³ Pasir Pasang @ 80,000.00 240.00 0.025 Kg Semen warna @ 11,000.00 275.00 Tenaga : 0.090 OH Pekerja @ 55,000.00 4,950.00 0.090 OH Tukang Batu @ 70,000.00 6,300.00 0.009 OH Kepala tukang @ 75,000.00 675.00 0.005 OH Mandor @ 70,000.00 350.00 Jumlah 29,188.15 PEKERJAAAN PENGECATAN

Mengecat 1 M2 Permukaan Kayu Bahan : 0.192 Kg Minyak Cat @ 16,000.00 3,072.00 0.250 Kg Cat Kayu @ 37,500.00 9,375.00 Tenaga : 0.100 OH Pekerja @ 55,000.00 5,500.00 0.150 OH Tukang Cat @ 70,000.00 10,500.00 0.015 OH Kepala tukang @ 75,000.00 1,125.00 0.005 OH Mandor @ 70,000.00 350.00 Jumlah 29,922.00

Mengecat 1 M2 Permukaan Tembok Bahan : 0.240 Kg Cat Tembok @ 22,000.00 5,280.00 0.100 Kg Pelamir Tembok @ 8,500.00 850.00 Tenaga : 0.100 OH Pekerja @ 55,000.00 5,500.00 0.150 OH Tukang Cat @ 70,000.00 10,500.00 0.015 OH Kepala tukang @ 75,000.00 1,125.00 0.005 OH Mandor @ 70,000.00 350.00 Jumlah 23,605.00 PEKERJAAAN KUNCI DAN ALAT PENGGANTUNG

Memasang 1 Bh Kunci Tanam Biasa Bahan : 1.000 Bh Kunci @ 160,000.00 160,000.00 Tenaga : 0.600 OH Tukang Batu @ 70,000.00 0.060 OH Kepala tukang @ 75,000.00 4,500.00 Jumlah 164,500.00

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Memasang 1 Bh Engsel Pintu Bahan : 1.000 Bh Engsel @ 30,000.00 30,000.00 Tenaga : 0.125 OH Tukang Batu @ 70,000.00 910.00 0.013 OH Kepala tukang @ 75,000.00 9,375.00 Jumlah 40,285.00

Memasang 1 Bh Engsel Jendela Bahan : 1.000 Bh Engsel @ 22,500.00 22,500.00 Tenaga : 0.100 OH Tukang Batu @ 70,000.00 7,000.00 0.010 OH Kepala tukang @ 75,000.00 750.00 Jumlah 30,250.00

Memasang 1 Bh kait angin Bahan : 1.000 Bh Kait Angin @ 14,000.00 14,000.00 Tenaga : 0.100 OH Tukang Batu @ 70,000.00 7,000.00 0.010 OH Kepala tukang @ 75,000.00 750.00 Jumlah 21,750.00 Memasang 1 Bh Grendel Bahan : 1.000 Bh Grendel @ 15,000.00 15,000.00 Tenaga : 0.100 OH Tukang Batu @ 70,000.00 7,000.00 0.010 OH Kepala tukang @ 75,000.00 750.00 Jumlah 22,750.00 PEKERJAAAN KACA

Memasang 1 M2 Kaca Polos 5mm Bahan : 1.100 Bh Kaca Polos @ 120,000.00 132,000.00 Tenaga : 0.160 OH Pekerja @ 55,000.00 8,800.00 0.160 OH Tukang Kaca @ 70,000.00 11,200.00 0.016 OH Kepala tukang @ 75,000.00 1,200.00 0.008 OH Mandor @ 70,000.00 560.00 Jumlah 153,760.00 PEKERJAAAN PIPA DAN SANITER

Memasang 1 buah Kloset Jongkok Teraso Bahan :

1.000 Bh Kloset Jongkok Teraso @ 157,000.00 157,000.00 0.010 Bh Bata merah @ 680.00 6.80 6.000 Kg Portlan Cement @ 1,500.00 9,000.00 0.010 M3 Pasir pasang @ 80,000.00 800.00 Tenaga : 1.000 OH Pekerja @ 55,000.00 55,000.00 1.500 OH Tukang Batu @ 70,000.00 105,000.00 0.300 OH Kepala tukang @ 75,000.00 22,500.00 0.110 OH Mandor @ 70,000.00 7,700.00 Jumlah 357,006.80

Memasang 1 buah Wastafel Bahan :

1.000 Bh Wastafel @ 250,000.00 250,000.00

12% harga wastafel Perlengkapan @ 30,000.00 30,000.00 6.000 Kg Portlan Cement @ 1,500.00 9,000.00 0.010 M3 Pasir pasang @ 80,000.00 800.00 Tenaga : 1.200 OH Pekerja @ 55,000.00 66,000.00 1.450 OH Tukang Batu @ 70,000.00 101,500.00 0.150 OH Kepala tukang @ 75,000.00 11,250.00 0.100 OH Mandor @ 70,000.00 7,000.00 Jumlah 475,550.00

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Memasang 1 buah Bak Mandi Fiberglass Volume 0.3 M3 Bahan :

1.000 Bh Bak Fiberglass @ 225,000.00 225,000.00

12% harga wastafel Perlengkapan @ 27,000.00 27,000.00

Tenaga : 1.800 OH Pekerja @ 55,000.00 99,000.00 2.700 OH Tukang Batu @ 70,000.00 189,000.00 0.540 OH Kepala tukang @ 75,000.00 40,500.00 0.110 OH Mandor @ 70,000.00 7,700.00 Jumlah 588,200.00

Memasang 1 buah bak kontrol pasangan batu bata ukuran 60 x 60 tinggi Bahan : 0.371 M3 Batu bata @ 680.00 252.28 114.000 Kg Portland Cement @ 1,500.00 171,000.00 0.184 M3 Pasir pasang @ 80,000.00 14,720.00 0.033 M3 Batu kerikil @ 197,000.00 6,501.00 4.850 Kg Besi beton @ 11,200.00 54,320.00 0.120 M3 Pasir beton @ 80,000.00 9,600.00 Tenaga : 2.160 OH Pekerja @ 55,000.00 118,800.00 0.720 OH Tukang Batu @ 70,000.00 50,400.00 0.072 OH Kepala tukang @ 75,000.00 5,400.00 0.108 OH Mandor @ 70,000.00 7,560.00 0.100 OH Tukang Gali @ 55,000.00 5,500.00 Jumlah 438,553.28

Memasang 1 M' Pipa Galvanis diameter 1 ”. Bahan :

1.200 M' Pipa galvanis @ 20,000.00 24,000.00 Perlengkapan 35,0 % harga pipa @ 7,000.00 7,000.00

Tenaga : 0.054 OH Pekerja @ 55,000.00 2,970.00 0.090 OH Tukang Batu @ 70,000.00 6,300.00 0.009 OH Kepala tukang @ 75,000.00 675.00 0.003 OH Mandor @ 70,000.00 189.00 Jumlah 41,134.00

Memasang 1 M' Pipa PVC Tipe AW diameter 3 ” Bahan :

1.200 M' Pipa PVC 3" @ 18,500.00 22,200.00 Perlengkapan 35,0 % harga pipa @ 6,475.00 6,475.00

Tenaga : 0.081 OH Pekerja @ 55,000.00 4,455.00 0.135 OH Tukang Batu @ 70,000.00 9,450.00 0.135 OH Kepala tukang @ 75,000.00 10,125.00 0.004 OH Mandor @ 70,000.00 287.00 Jumlah 52,992.00

Memasang 1 Bh Bak Cuci Piring Stainless Steel Bahan :

1.000 Bh Bak cuci stainless steel @ 300,000.00 300,000.00 1.000 Set Water drain + asesoris @ 50,000.00 50,000.00

Tenaga : OH Pekerja @ 55,000.00 -0.300 OH Tukang Batu @ 70,000.00 21,000.00 0.030 OH Kepala tukang @ 75,000.00 2,250.00 OH Mandor @ 70,000.00 -Jumlah 373,250.00

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Memasang 1 Bh Kran Air Diameter ¾ “ atau ½” 1.000 Bh Kran Air @ 32,500.00 32,500.00 0.025 Bh Seal Tape @ 4,500.00 112.50 Tenaga : OH Pekerja @ 55,000.00 -0.100 OH Tukang Batu @ 70,000.00 7,000.00 0.010 OH Kepala tukang @ 75,000.00 750.00 OH Mandor @ 70,000.00 -Jumlah 40,362.50

Memasang 1 Bh Floor Drain

1.000 Bh Floor Drain @ 17,500.00 17,500.00 Tenaga : OH Pekerja @ 55,000.00 -0.100 OH Tukang Batu @ 70,000.00 7,000.00 0.010 OH Kepala tukang @ 75,000.00 750.00 OH Mandor @ 70,000.00 -Jumlah 25,250.00 Palu, September 2012

Mengetahui/Menyetujui Dibuat Oleh,

Pejabat Pembuat Komitmen Konsultan Perencana

PT. ADITAMA KARYA 0 0 0 0

ICHSAN FIRMANSYAH M. AMIN, SE ABDUL RAHMAN, ST., IAI

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Kegiatan :

Lokasi :

A. U P A H

1 Pekerja hari Rp 55,000

2 Tukang Batu, Kayu, Besi, Cat hari Rp 70,000

3 Kepala Tukang hari Rp 75,000

4 Mandor hari Rp 70,000

5 Tukang Bongkar Cetakan Beton/Siram hari Rp 50,000

B. B A H A N

1 Sirtu m3 Rp 65,000

2 Pasir Urug m3 Rp 75,000

3 Pasir Pasangan/Pasir Cor m3 Rp 80,000 4 Kerikil Sungai hasil saringan m3 Rp 90,000

5 Batu Pecah 1/2 m3 Rp 205,000

6 Batu Pecah 2/3 m3 Rp 197,000

7 Semen zak Rp 75,000

Kg Rp 1,500 8 Batu Kali/Batu Gunung/Batu Belah m3 Rp 95,000

9 Batu Bata bh Rp 680

10 Besi Beton Polos kg Rp 11,200

11 Kawat Beton kg Rp 14,000

12 Kayu Kelas III m3 Rp 1,200,000

13 Kayu Kelas II m3 Rp 1,750,000 14 Dolken Kayu Btg Rp 10,000 15 Minyak Bekisting Ltr Rp 10,000 16 Paku Triplek kg Rp 20,000 17 Paku kg Rp 24,000 18 Paku Seng kg Rp 25,000 19 Paku Skrup Kg Rp 25,000 20 Sekrup Gipsum Kg Rp 75,000 21 Cat Tembok kg Rp 22,000 22 Cat Besi kg Rp 37,500 23 Cat Kayu kg Rp 37,500

24 Minyak Cat / Thinner ltr Rp 16,000

25 Meni Kayu kg Rp 12,500 26 Plamir Tembok kg Rp 8,500 27 Plamir Kayu kg Rp 12,500 28 Seng Gelombang BJLS 0.2 lbr Rp 56,000 29 Seng Talang m' Rp 17,500 30 Besi Strip kg Rp 16,400

31 Atap Genteng Zinczalume 0,25 mm Lbr Rp 55,000 32 Bubungan Genteng Zinczalume 0,25 mm m' Rp 20,000

33 Metal Hollow Btg Rp 35,000

34 Rangka Kuda-kuda Baja Ringan Btg Rp 65,000

35 Reng baja Ringan Btg Rp 50,000

36 Engsel Pintu psg Rp 30,000

37 Handel/Kunci Pintu bh Rp 160,000

38 Engsel Jendela Psg Rp 22,500

39 Gerendel Jendela Bh Rp 15,000

DAFTAR HARGA SATUAN, BAHAN DAN UPAH

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40 Gerendel Pintu (Pintu Depan) Bh Rp 13,750 41 Haak Angin Psg Rp 14,000 42 Gypsum Board 9mm Lbr Rp 75,000 Polywood 9mm Lbr Rp 90,000 43 Teakwood Lbr Rp 78,000 44 Tripleks 3 mm Lbr Rp 50,000

45 Tripleks Lapis Alumunium Lbr Rp 125,000

46 Slot/Gembok lengkap bh Rp 40,000 47 Lem Kayu kg Rp 25,000 48 Keramik 30 x 30 dos Rp 47,500 Bh Rp 4,275 49 Keramik 20 x 20 dos Rp 48,000 Bh Rp 4,320 50 Keramik 20 x 25 dos Rp 48,000

51 Semen Warna (Putih) zak Rp 55,000

Kg Rp 11,000 52 Kloset Jongkok Bh Rp 157,000 53 54 Bak Fibre Psg Rp 225,000 55 Kran Air Psg Rp 32,500 56 Floor Drain Bh Rp 17,500 57 Seal Tape Bh Rp 4,500 58 Kaca Polos 5 mm m2 Rp 120,000 59 Lampu Philips XL Bh Rp 32,000 60 Wastafel Set Rp 250,000

61 Bak Cuci Piring Stainless steel Bh Rp 300,000

62 Pipa Galvanis 1'' M' Rp 20,000

63 PVC type AW 3" M' Rp 18,500

64 Instalasi Titik Lampu Titik Rp 100,000

65 Lampu Down Light Bh Rp 55,000

66 Lampu SL Bh Rp 20,000 67 Saklar Ganda Bh Rp 30,000 68 Saklar Seri Bh Rp 50,000 69 Saklar Tunggal Bh Rp 25,000 70 Panel Listrik Bh Rp 150,000 71 Stop Kontak Bh Rp 55,000