rab 3 kelas bantaeng

ANALISA HARGA SATUANKEGIATAN PEKERJAAN LOKASI TAHUN ANGGARAN PEKERJAAN PERSIAPAN 1Analisa SNI 2007

: REHABILITASI SARANA & PRASARANA GEDUNG PLN RAPPANG : PEMBANGUNAN RUMAH DINAS PLN BARRU : KABUPATEN BARRU : 2010

1 m' Pengukuran dan pemasangan bowplank BAHAN 0.012 m3 Kayu 5/7 Klas III 0.020 Kg Paku biasa 2"-5" TENAGA 0.100 OH Tukang kayu 0.100 OH Pekerja 0.010 OH Kepala Tukang 0.005 OH Mandor @ @ @ @ Rp Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp 100,000.00 Rp Total Rp 6,500.00 4,500.00 750.00 500.00 70,790.00 0.007 m3 Kayu Papan 3/20 Klas III @ @ @ Rp Rp Rp 2,700,000.00 Rp 12,000.00 Rp 3,700,000.00 Rp 32,400.00 240.00 25,900.00

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Analisa SNI 2007

1 m' Pagar sementara dari seng gelombang tinggi 2 m BAHAN 1.250 Btg Dolken kayu dia 8-10 /400 cm 2.500 1.200 Kg lbr Sement portland Seng gelombang 3" - 5" @ @ @ @ @ @ @ @ @ @ @ @ Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp 12,500.00 Rp 1,125.00 Rp 6,550.00 Rp 115,800.00 Rp 219,170.00 Rp 2,700,000.00 Rp 20,700.00 Rp 18,900.00 Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp 100,000.00 Rp Total Rp 15,625.00 2,812.50 7,860.00 579.00 1,972.53 194,400.00 1,242.00 8,505.00 13,000.00 18,000.00 1,500.00 2,000.00 267,496.03

0.005 m3 Pasir beton 0.009 m3 Koral beton 0.072 m3 Kayu balok 5/7 0.060 0.450 Kg Kg Paku biasa 2"-5" Meni besi TENAGA 0.200 OH Tukang Kayu 0.400 OH Pekerja 0.020 OH Kepala Tukang 0.020 OH Mandor

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Analisa SNI 2007

1 m2 Membersihkan lapangan dan perataan TENAGA 0.100 OH Pekerja 0.050 OH Mandor @ @ Rp Rp 45,000.00 Rp 100,000.00 Rp Total Rp 4,500.00 5,000.00 9,500.00

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Analisa SNI 2007

1 m2 Pembuatan kantor sementara, dengan lantai plesteran BAHAN 1.250 btg Dolken kayu dia 8 - 10/400cm 0.180 m3 kayu 0.850 1.100 35.000 kg kg kg Paku biasa Besi strip Semen portland @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp 12,500.00 Rp 2,700,000.00 Rp 20,700.00 Rp 12,000.00 Rp 1,125.00 Rp 110,500.00 Rp 115,800.00 Rp 219,170.00 Rp 750.00 Rp 45,850.00 Rp Rp 90,600.00 Rp 90,000.00 Rp 52,500.00 Rp 65,000.00 Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp 100,000.00 Rp Total Rp 15,625.00 486,000.00 17,595.00 13,200.00 39,375.00 16,575.00 11,580.00 32,875.50 22,500.00 11,462.50 7,248.00 13,500.00 3,150.00 130,000.00 65,000.00 90,000.00 22,500.00 5,000.00 1,003,186.00

0.150 m3 Pasir pasang 0.100 m3 Pasir beton 0.150 m3 Koral beton 30.000 0.250 2.000 0.150 0.060 bh lbr bh bh lbr Bata merah Seng plat Jendela Nako Kunci tanam Plywood 4 mm TENAGA 2.000 OH Tukang kayu 1.000 OH Tukang batu 2.000 OH Pekerja 0.300 OH Kepala tukang 0.050 OH Mandor

0.080 m2 Kaca polos

PEKERJAAN TANAH 5Analisa SNI 2007

1 m3 Galian tanah biasa sedalam 1 m TENAGA 0.750 OH Pekerja 0.025 OH Mandor @ @ Rp Rp 45,000.00 Rp 100,000.00 Rp Total Rp 33,750.00 2,500.00 36,250.00

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Analisa SNI 2007

1 m3 Galian tanah biasa sedalam 2 m

TENAGA 0.900 OH Pekerja 0.045 OH Mandor @ @ Rp Rp 45,000.00 Rp 100,000.00 Rp Total Rp 7Analisa SNI 2007

40,500.00 4,500.00 45,000.00

1 m3 Galian tanah biasa sedalam 3 m TENAGA 1.050 OH Pekerja 0.067 OH Mandor @ @ Rp Rp 45,000.00 Rp 100,000.00 Rp Total Rp 47,250.00 6,700.00 53,950.00

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Analisa SNI 2007

1 m3 Urugan kembali galian TENAGA 1/3 x Indeks pekerjaan galian 1 m3 Urugan Pasir BAHAN 1.200 m3 Pasir urug TENAGA 0.300 OH Pekerja 0.010 OH Mandor @ @ Rp Rp 45,000.00 Rp 100,000.00 Rp Total Rp 13,500.00 1,000.00 138,100.00 @ Rp 103,000.00 Rp 123,600.00 @ Rp 45,000.00 Rp 15,000.00

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Analisa SNI 2007

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Analisa SNI 2007

1 m3 Pemadatan tanah (per 20 cm) TENAGA 0.500 OH Pekerja 0.050 OH Mandor @ @ Rp Rp 45,000.00 Rp 100,000.00 Rp Total Rp 22,500.00 5,000.00 27,500.00

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Analisa SNI 2007

1 m3 Urugan tanah lantai /pemadatan tanah BAHAN 1.200 m3 Tanah urug TENAGA 0.500 OH Pekerja 0.050 OH Mandor @ @ Rp Rp 45,000.00 Rp 100,000.00 Rp Total Rp 22,500.00 5,000.00 173,900.00 @ Rp 122,000.00 Rp 146,400.00

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Analisa SNI 2007

1 m2 lapisan ijuk tebal 10 cm BAHAN 6.000 kg Ijuk TENAGA 0.150 OH Pekerja 0.015 OH Mandor @ @ Rp Rp 45,000.00 Rp 100,000.00 Rp Total Rp 6,750.00 1,500.00 728,250.00 @ Rp 120,000.00 Rp 720,000.00

PEKERJAAN PONDASI 1Analisa SNI 2007

1 m3 Pasang pondasi batu belah, campuran 1 PC : 3 PP BAHAN 1.200 m3 Batu belah 15/20 cm 202.000 Kg Sement portland TENAGA 0.600 OH Tukang batu 1.500 OH Pekerja 0.060 OH Kepala Tukang 0.075 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 39,000.00 67,500.00 4,500.00 496,842.50 0.485 m3 Pasir pasang @ @ @ Rp Rp Rp 87,500.00 Rp 1,125.00 Rp 110,500.00 Rp 105,000.00 227,250.00 53,592.50

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Analisa SNI 2007

1 m3 Pasang pondasi batu belah, campuran 1 PC : 4 PP BAHAN 1.200 M3 Batu belah 15/20 cm 163.000 Kg Sement portland 0.520 M3 Pasir pasang TENAGA 0.600 OH Tukang batu 1.500 OH Pekerja 0.060 OH Kepala Tukang 0.075 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Rp Total Rp 39,000.00 67,500.00 4,500.00 111,000.00 456,835.00 @ @ @ Rp Rp Rp 87,500.00 Rp 1,125.00 Rp 110,500.00 Rp Rp 105,000.00 183,375.00 57,460.00 345,835.00

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Analisa SNI 2007

1 m3 Pasang pondasi batu kosong (aanstamping) BAHAN 1.200 m3 Batu belah 15/20 cm 0.432 m3 Pasir urug @ @ Rp Rp 87,500.00 Rp 103,000.00 Rp Rp 105,000.00 44,496.00 149,496.00

TENAGA 0.390 OH Tukang batu 0.780 OH Pekerja 0.039 OH Kepala Tukang 0.039 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Rp Total Rp 4Analisa SNI 2007

25,350.00 35,100.00 2,925.00 63,375.00 212,871.00

1 m3 pondasi siklop, 60% beton campuran 1 PC : 2 PB : 3 KR dan 40% batu belah BAHAN 0.480 m3 Batu belah 15/20 cm 194.000 kg Semen portland 0.312 m3 Pasir beton 0.468 m3 Kerikil 126.000 1.800 kg kg Besi beton Kawat beton TENAGA 0.850 OH Tukang batu 3.000 OH Pekerja 0.085 OH Kepala Tukang 0.150 OH Mandor @ @ @ @ Rp Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp 100,000.00 Rp Rp Total Rp 55,250.00 135,000.00 6,375.00 15,000.00 211,625.00 2,148,676.16 @ @ @ @ @ @ Rp Rp Rp Rp Rp Rp 87,500.00 Rp 1,125.00 Rp 115,800.00 Rp 219,170.00 Rp 12,000.00 Rp 14,500.00 Rp Rp 42,000.00 218,250.00 36,129.60 102,571.56 1,512,000.00 26,100.00 1,937,051.16

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Analisa SNI 2007

1 m3 pondasi pondasi sumuran, diameter 100 cm BAHAN 0.450 m3 Batu belah 15/20 cm 194.000 kg Semen portland 0.312 m3 Pasir beton 0.468 m3 Kerikil TENAGA 0.300 OH Tukang batu 2.380 OH Pekerja 0.030 OH Kepala Tukang 0.080 OH Mandor @ @ @ @ Rp Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp 100,000.00 Rp Total Rp 19,500.00 107,100.00 2,250.00 8,000.00 533,176.16 @ @ @ @ Rp Rp Rp Rp 87,500.00 Rp 1,125.00 Rp 115,800.00 Rp 219,170.00 Rp 39,375.00 218,250.00 36,129.60 102,571.56

PEKERJAAN BETON 1Analisa SNI 2007

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 Semen portland @ @ @ @ @ @ @ @ Rp Rp Rp Rp Rp Rp 1,125.00 Rp 115,800.00 Rp 219,170.00 Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 258,750.00 73,863.86 166,731.55 13,000.00 54,000.00 1,500.00 567,845.41 0.638 m3 Pasir beton 0.761 m3 Kerikil (maksimum 30 mm) 200.000 liter Air TENAGA 0.200 OH Tukang batu 1.200 OH Pekerja 0.020 OH Kepala Tukang 0.060 OH Mandor

2

Analisa SNI 2007

Pembesian 10 kg dengan besi polos atau besi ulir BAHAN 10.500 0.150 kg kg Besi beton (polos/ulir) Kawat beton TENAGA 0.070 OH Tukang besi 0.070 OH Pekerja 0.007 OH Kepala Tukang 0.004 OH Mandor @ @ @ @ Rp Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Untuk 10 kg Total Rp Untuk 1 kg Total Rp 4,550.00 3,150.00 525.00 136,400.00 13,640.00 @ @ Rp Rp 12,000.00 Rp 14,500.00 Rp 126,000.00 2,175.00

3

Analisa SNI 2007

1 m3 beton mutu f'c = 7,4 Mpa (K 100), slump (12 2) cm. w/c = 0,87 BAHAN 247.000 kg Semen portland @ @ @ @ @ @ @ @ Rp Rp Rp Rp Rp Rp Rp 1,125.00 Rp 115,800.00 Rp 219,170.00 Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 277,875.00 71,878.71 162,185.80 17,875.00 74,250.00 2,100.00 606,164.51 0.621 m3 Pasir beton 0.740 m3 Kerikil (maksimum 30 mm) 215.000 liter Air TENAGA 0.275 OH Tukang batu 1.650 OH Pekerja 0.028 OH Kepala Tukang 0.083 OH Mandor

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Analisa SNI 2007


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Analisa SNI 2007


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Analisa SNI 2007


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Analisa SNI 2007


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Analisa SNI 2007


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Analisa SNI 2007


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Analisa SNI 2007


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Analisa SNI 2007


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Analisa SNI 2007


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Analisa SNI 2007


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Analisa SNI 2007

1 m2 bekisting untuk pondasi BAHAN 0.040 m3 Kayu kelas III 0.300 kg Paku 5 cm - 10 cm TENAGA 0.260 OH Tukang Kayu 0.520 OH Pekerja 0.026 OH Kepala Tukang 0.026 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 16,900.00 23,400.00 1,950.00 197,190.00 0.100 liter Minyak bekisting @ @ @ Rp Rp Rp 3,700,000.00 Rp 20,700.00 Rp 7,300.00 Rp 148,000.00 6,210.00 730.00

15

Analisa SNI 2007

1 m2 bekisting untuk sloof BAHAN 0.300 kg Paku 5 cm - 10 cm TENAGA 0.260 OH Tukang Kayu 0.520 OH Pekerja 0.026 OH Kepala Tukang 0.026 OH Mandor @ @ @ @ Rp Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 16,900.00 23,400.00 1,950.00 215,690.00 @ @ Rp Rp 20,700.00 Rp 7,300.00 Rp 6,210.00 730.00 0.100 liter Minyak bekisting

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Analisa SNI 2007

1 m2 bekisting untuk kolom BAHAN 0.040 m3 Kayu kelas III @ Rp 3,700,000.00 Rp 148,000.00

0.400

kg

Paku 5 cm - 12 cm

@ @ @ @ @ @ @ @ @

Rp Rp Rp Rp Rp Rp Rp Rp Rp

20,700.00 Rp 7,300.00 Rp 5,400,000.00 Rp 125,550.00 Rp 12,500.00 Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp

8,280.00 1,460.00 81,000.00 43,942.50 25,000.00 21,450.00 29,700.00 2,475.00 361,307.50

0.200 liter Minyak bekisting 0.015 m3 Balok kayu kelas II 0.350 lbr Plywood tebal 9 mm TENAGA 0.330 OH Tukang Kayu 0.660 OH Pekerja 0.033 OH Kepala Tukang 0.033 OH Mandor 2.000 btg Dolken kayu dia 8 - 10 cm, panjang 4 m

17

Analisa SNI 2007

1 m2 bekisting untuk balok BAHAN 0.040 m3 Kayu kelas III 0.400 kg Paku 5 cm - 12 cm 0.200 liter Minyak bekisting 0.018 m3 Balok kayu kelas II 0.350 lbr Plywood tebal 9 mm TENAGA 0.330 OH Tukang Kayu 0.660 OH Pekerja 0.033 OH Kepala Tukang 0.033 OH Mandor @ @ @ @ Rp Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 21,450.00 29,700.00 2,475.00 377,507.50 2.000 btg Dolken kayu dia 8 - 10 cm, panjang 4 m @ @ @ @ @ @ Rp Rp Rp Rp Rp Rp 3,700,000.00 Rp 20,700.00 Rp 7,300.00 Rp 5,400,000.00 Rp 125,550.00 Rp 12,500.00 Rp 148,000.00 8,280.00 1,460.00 97,200.00 43,942.50 25,000.00

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Analisa SNI 2007

1 m2 bekisting untuk lantai BAHAN 0.040 m3 Kayu kelas III 0.400 kg Paku 5 cm - 12 cm 0.200 liter Minyak bekisting 0.015 m3 Balok kayu kelas II 0.350 lbr Plywood tebal 9 mm TENAGA 0.330 OH Tukang Kayu 0.660 OH Pekerja 0.033 OH Kepala Tukang 0.033 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 21,450.00 29,700.00 2,475.00 411,307.50 6.000 btg Dolken kayu dia 8 - 10 cm, panjang 4 m @ @ @ @ @ @ Rp Rp Rp Rp Rp Rp 3,700,000.00 Rp 20,700.00 Rp 7,300.00 Rp 5,400,000.00 Rp 125,550.00 Rp 12,500.00 Rp 148,000.00 8,280.00 1,460.00 81,000.00 43,942.50 75,000.00

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Analisa SNI 2007

1 m2 bekisting untuk tangga BAHAN 0.030 m3 Kayu kelas III 0.400 kg Paku 5 cm - 12 cm 0.150 liter Minyak bekisting 0.015 m3 Balok kayu kelas II 0.350 lbr Plywood tebal 9 mm TENAGA 0.330 OH Tukang Kayu 0.660 OH Pekerja 0.033 OH Kepala Tukang 0.033 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 21,450.00 29,700.00 2,475.00 323,942.50 2.000 btg Dolken kayu dia 8 - 10 cm, panjang 4 m @ @ @ @ @ @ Rp Rp Rp Rp Rp Rp 3,700,000.00 Rp 20,700.00 Rp 7,300.00 Rp 5,400,000.00 Rp 125,550.00 Rp 12,500.00 Rp 111,000.00 8,280.00 1,095.00 81,000.00 43,942.50 25,000.00

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Analisa SNI 2007

1 m' kolom praktis beton bertulang (11 x 11) cm BAHAN 0.002 m3 Kayu kelas III 0.010 3.000 0.450 4.000 kg kg kg kg Paku 5 cm - 12 cm Besi beton polos Kawat beton Semen portland @ @ @ 0.150 liter Minyak bekisting @ @ @ Rp Rp Rp Rp Rp Rp Rp Rp 3,700,000.00 Rp 20,700.00 Rp 7,300.00 Rp 12,000.00 Rp 14,500.00 Rp 1,125.00 Rp 115,800.00 Rp 219,170.00 Rp Rp TENAGA 0.180 OH Pekerja 0.020 OH Tukang Batu 0.020 OH Tukang Kayu 0.020 OH Tukang Besi 0.006 OH Kepala Tukang 0.009 OH Mandor @ @ @ @ Rp Rp Rp Rp Rp 45,000.00 Rp 65,000.00 Rp 65,000.00 Rp 65,000.00 Rp 75,000.00 Rp Rp Rp Total Rp 8,100.00 1,300.00 1,300.00 1,300.00 450.00 12,450.00 70,844.33 7,400.00 207.00 1,095.00 36,000.00 6,525.00 4,500.00 694.80 1,972.53 58,394.33

0.006 m3 Pasir beton 0.009 m3 Kerikil

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Analisa SNI 2007

1 m' ring balok beton bertulang (10 x 15) cm BAHAN 0.003 m3 Kayu kelas III 0.020 3.600 0.050 5.500 kg kg kg kg Paku 5 cm - 12 cm Besi beton polos Kawat beton Semen portland 0.150 liter Minyak bekisting @ @ @ @ @ @ @ @ Rp Rp Rp Rp Rp Rp Rp Rp 3,700,000.00 Rp 20,700.00 Rp 7,300.00 Rp 12,000.00 Rp 14,500.00 Rp 1,125.00 Rp 115,800.00 Rp 219,170.00 Rp Rp TENAGA 0.297 OH Pekerja 0.033 OH Tukang Batu 0.033 OH Tukang Kayu 0.033 OH Tukang Besi 0.010 OH Kepala Tukang 0.015 OH Mandor @ @ @ @ Rp Rp Rp Rp Rp 45,000.00 Rp 65,000.00 Rp 65,000.00 Rp 65,000.00 Rp 75,000.00 Rp Rp Rp Total Rp 13,365.00 2,145.00 2,145.00 2,145.00 750.00 20,550.00 87,601.25 11,100.00 414.00 1,095.00 43,200.00 725.00 6,187.50 1,042.20 3,287.55 67,051.25

0.009 m3 Pasir beton 0.015 m3 Kerikil

PEKERJAAN DINDING DAN PLESTERAN 1Analisa SNI 2007

1 m2 pasang bata merah ukuran (5x11x22) cm tebal 1/2 bata campuran 1 PC : 3 PP BAHAN 70.000 14.370 Bh Kg Batu merah Sement portland TENAGA 0.100 OH Tukang batu 0.300 OH Pekerja 0.010 OH Kepala tukang 0.015 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 6,500.00 13,500.00 750.00 93,836.25 @ @ @ Rp Rp Rp 750.00 Rp 1,125.00 Rp 110,500.00 Rp 52,500.00 16,166.25 4,420.00

0.040 m3 Pasir pasang

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Analisa SNI 2007

1 m2 pasang bata merah ukuran (5x11x22) cm tebal 1/2 bata campuran 1 PC : 4 PP BAHAN 70.000 11.500 Bh Kg Batu merah Sement portland @ @ @ Rp Rp Rp 750.00 Rp 1,125.00 Rp 110,500.00 Rp Rp TENAGA 0.100 OH Tukang batu 0.300 OH Pekerja 0.010 OH Kepala tukang 0.015 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Rp Total Rp 6,500.00 13,500.00 750.00 20,750.00 90,939.00 52,500.00 12,937.50 4,751.50 70,189.00


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Analisa SNI 2007

1 m2 pasang bata merah ukuran (5x11x22) cm tebal 1 bata campuran 1 PC : 4 PP BAHAN 140.000 26.550 Bh Kg Batu merah Sement portland TENAGA 0.200 OH Tukang Batu 0.600 OH Pekerja 0.020 OH Kepala Tukang 0.030 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 13,000.00 27,000.00 1,500.00 186,645.25 @ @ @ Rp Rp Rp 750.00 Rp 1,125.00 Rp 110,500.00 Rp 105,000.00 29,868.75 10,276.50


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Analisa SNI 2007

1 m2 plesteran 1 PC : 2 PP, tebal 15 mm BAHAN 10.240 Kg Sement portland TENAGA 0.150 OH Tukang Batu 0.200 OH Pekerja 0.015 OH Kepala Tukang 0.010 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 9,750.00 9,000.00 1,125.00 33,605.00 @ @ Rp Rp 1,125.00 Rp 110,500.00 Rp 11,520.00 2,210.00 0.020 M3 Pasir pasang

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Analisa SNI 2007

1 m2 plesteran 1 PC : 3 PP, tebal 15 mm BAHAN 7.776 Kg Sement portland TENAGA 0.150 OH Tukang Batu @ Rp 65,000.00 Rp 9,750.00 @ @ Rp Rp 1,125.00 Rp 110,500.00 Rp 8,748.00 2,541.50 0.023 M3 Pasir pasang

0.200 OH Pekerja 0.015 OH Kepala Tukang 0.010 OH Mandor

@ @ @

Rp Rp

45,000.00 Rp 75,000.00 Rp Rp Total Rp

9,000.00 1,125.00 31,164.50

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Analisa SNI 2007

1 m2 plesteran 1 PC : 4 PP, tebal 15 mm BAHAN 6.240 Kg Sement portland @ @ Rp Rp 1,125.00 Rp 110,500.00 Rp Rp TENAGA 0.150 OH Tukang Batu 0.200 OH Pekerja 0.015 OH Kepala Tukang 0.010 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Rp Total Rp 9,750.00 9,000.00 1,125.00 19,875.00 29,547.00 7,020.00 2,652.00 9,672.00 0.024 M3 Pasir pasang

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Analisa SNI 2007

1 m' plesteran skoning 1 PC : 2 PP, tebal 10 mm BAHAN 0.500 Kg Sement portland TENAGA 0.380 OH Tukang Batu 0.057 OH Pekerja 0.038 OH Kepala Tukang 0.003 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 24,700.00 2,565.00 2,850.00 32,114.00 @ @ Rp Rp 1,125.00 Rp 110,500.00 Rp 562.50 1,436.50 0.013 M3 Pasir pasang

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Analisa SNI 2007

1 m2 plesteran ciprat 1 PC : 2 PP BAHAN 4.320 Kg Sement portland TENAGA 0.100 OH Tukang Batu 0.250 OH Pekerja 0.010 OH Kepala Tukang 0.013 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 6,500.00 11,250.00 750.00 24,023.00 @ @ Rp Rp 1,125.00 Rp 110,500.00 Rp 4,860.00 663.00 0.006 M3 Pasir pasang

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Analisa SNI 2007

1 m2 Acian BAHAN 3.250 kg Semen TENAGA 0.100 OH Tukang Batu 0.150 OH Pekerja 0.010 OH Kepala Tukang 0.008 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 6,500.00 6,750.00 750.00 17,656.25 @ Rp 1,125.00 Rp 3,656.25

PEKERJAAN KAYU 1Analisa SNI 2007

1 m3 kusen pintu dan kusen jendela, kayu Bayam BAHAN 1.100 m3 Balok kayu Bayam 1.250 1.000 kg kg Paku 10 cm Lem kayu TENAGA 20.000 OH Tukang Kayu 6.000 OH Pekerja 2.000 OH Kepala Tukang 0.300 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 1,300,000.00 270,000.00 150,000.00 17,065,875.00 @ @ @ Rp Rp Rp 13,900,000.00 Rp 20,700.00 Rp 30,000.00 Rp 15,290,000.00 25,875.00 30,000.00

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Analisa SNI 2007

1 m3 kusen pintu dan kusen jendela, kayu kelas II BAHAN 1.200 m3 Balok kayu kelas II 1.250 1.000 kg kg Paku 10 cm Lem kayu TENAGA 18.000 OH Tukang Kayu 6.000 OH Pekerja 2.000 OH Kepala Tukang 0.300 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 1,170,000.00 270,000.00 150,000.00 8,125,875.00 @ @ @ Rp Rp Rp 5,400,000.00 Rp 20,700.00 Rp 30,000.00 Rp 6,480,000.00 25,875.00 30,000.00

3

Analisa SNI 2007

1 m2 daun pintu panel, kayu kelas I BAHAN

0.040 m3 Papan kayu Klas I 0.500 kg Lem kayu TENAGA 2.500 OH Tukang Kayu 1.000 OH Pekerja 0.250 OH Kepala Tukang 0.050 OH Mandor

@ @ @ @ @ @

Rp Rp Rp Rp Rp

14,500,000.00 Rp 30,000.00 Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp

580,000.00 15,000.00 162,500.00 45,000.00 18,750.00 821,250.00

4

Analisa SNI 2007

1 m2 pintu dan jendela kaca, kayu kelas I BAHAN 0.024 m3 Papan kayu Klas I 0.300 kg Lem kayu TENAGA 2.000 OH Tukang Kayu 0.800 OH Pekerja 0.200 OH Kepala Tukang 0.040 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 130,000.00 36,000.00 15,000.00 538,000.00 @ @ Rp Rp 14,500,000.00 Rp 30,000.00 Rp 348,000.00 9,000.00

5

Analisa SNI 2007

1 m2 pintu dan jendela jalusi kayu kelas I atau II BAHAN 0.064 m3 Papan kayu 0.500 kg Lem kayu TENAGA 3.000 OH Tukang Kayu 1.000 OH Pekerja 0.300 OH Kepala Tukang 0.050 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 195,000.00 45,000.00 22,500.00 1,205,500.00 @ @ Rp Rp 14,500,000.00 Rp 30,000.00 Rp 928,000.00 15,000.00

6

Analisa SNI 2007

1 m2 jalusi kusen kayu kelas I atau II BAHAN 0.060 m3 Papan kayu 0.150 kg Paku 1 cm - 2,5 cm TENAGA 2.000 OH Tukang Kayu 0.500 OH Pekerja 0.200 OH Kepala Tukang 0.025 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 130,000.00 22,500.00 15,000.00 1,040,605.00 @ @ Rp Rp 14,500,000.00 Rp 20,700.00 Rp 870,000.00 3,105.00

7

Analisa SNI 2007

1 m2 daun pintu kayu lapis (plywood) rangkap, rangka tertutup kayu kelas II (lebar sampai 90 cm) BAHAN 0.025 m3 Papan kayu Klas II 0.030 0.500 1.000 kg kg lbr Paku 1 cm - 2,5 cm Lem kayu Plywood tebal 4 mm ukuran 90 x 220 cm TENAGA 2.000 OH Tukang Kayu 0.600 OH Pekerja 0.200 OH Kepala Tukang 0.030 OH Mandor @ @ @ @ Rp Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp 100,000.00 Rp Total Rp 130,000.00 27,000.00 15,000.00 3,000.00 439,721.00 @ @ @ @ Rp Rp Rp Rp 5,700,000.00 Rp 20,700.00 Rp 30,000.00 Rp 106,600.00 Rp 142,500.00 621.00 15,000.00 106,600.00

8

Analisa SNI 2007

1 m3 konstruksi kuda-kuda konvensional, kayu kelas I, II dan III bentang 6 meter BAHAN 1.100 m3 Balok kayu 15.000 5.600 kg kg Besi strip tebal 5 mm Paku 12 cm TENAGA 12.000 OH Tukang Kayu 4.000 OH Pekerja 1.200 OH Kepala Tukang 0.200 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 780,000.00 180,000.00 90,000.00 16,658,420.00 @ @ @ Rp Rp Rp 13,900,000.00 Rp 13,500.00 Rp 20,700.00 Rp 15,290,000.00 202,500.00 115,920.00

9

Analisa SNI 2007

1 m3 konstruksi kuda-kuda expose, kayu kelas I BAHAN 1.200 m3 Balok kayu 15.000 5.600 kg kg Besi strip tebal 5 mm Paku 12 cm TENAGA 20.000 OH Tukang Kayu 6.000 OH Pekerja 2.000 OH Kepala Tukang 0.300 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 1,300,000.00 270,000.00 150,000.00 18,718,420.00 @ @ @ Rp Rp Rp 13,900,000.00 Rp 13,500.00 Rp 20,700.00 Rp 16,680,000.00 202,500.00 115,920.00

10

Analisa SNI 2007

1 m3 konstruksi gording, kayu kelas II BAHAN 1.100 m3 Balok kayu klas II 15.000 3.000 kg kg Besi strip tebal 5 mm Paku 12 cm TENAGA 7.200 OH Tukang Kayu 2.400 OH Pekerja 0.720 OH Kepala Tukang 0.120 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 468,000.00 108,000.00 54,000.00 6,834,600.00 @ @ @ Rp Rp Rp 5,400,000.00 Rp 13,500.00 Rp 20,700.00 Rp 5,940,000.00 202,500.00 62,100.00

11

Analisa SNI 2007

1 m2 rangka atap genteng keramik, kayu kelas II BAHAN 0.014 m3 Kaso-kaso (5 x 7) cm kayu klas II 0.036 m3 Reng (2 x 3) cm kayu klas II 0.250 kg Paku 5 cm dan 10 cm TENAGA 0.100 OH Tukang Kayu 0.100 OH Pekerja 0.010 OH Kepala Tukang 0.005 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 6,500.00 4,500.00 750.00 286,925.00 @ @ @ Rp Rp Rp 5,400,000.00 Rp 5,400,000.00 Rp 20,700.00 Rp 75,600.00 194,400.00 5,175.00

12

Analisa SNI 2007

1 m1 lisplank 2 x (2 x 20) cm, kayu kelas I BAHAN 0.0088 m3 Papan kayu 0.600 kg Paku Campur TENAGA 0.100 OH Tukang Kayu 0.100 OH Pekerja 0.010 OH Kepala Tukang 0.050 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 6,500.00 4,500.00 750.00 151,770.00 @ @ Rp Rp 14,500,000.00 Rp 20,700.00 Rp 127,600.00 12,420.00

13

Analisa SNI 2007

1 m1 lisplank (3 x 30) cm, kayu kelas I atau kelas II BAHAN 0.011 m3 Papan kayu 0.050 kg Paku 5 cm dan 7 cm TENAGA 0.200 OH Tukang Kayu 0.100 OH Pekerja 0.020 OH Kepala Tukang 0.005 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 13,000.00 4,500.00 1,500.00 179,535.00 @ @ Rp Rp 14,500,000.00 Rp 20,700.00 Rp 159,500.00 1,035.00

14

Analisa SNI 2007

1 m2 rangka langit-langit (50 x 100) cm, kayu kelas II atau III BAHAN 0.0154 m3 Kaso-kaso (5 x 7) cm 0.200 kg Paku 7 cm - 10 cm TENAGA 0.250 OH Tukang Kayu 0.150 OH Pekerja 0.025 OH Kepala Tukang 0.075 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 16,250.00 6,750.00 1,875.00 112,175.00 @ @ Rp Rp 5,400,000.00 Rp 20,700.00 Rp 83,160.00 4,140.00

15

Analisa SNI 2007

1 m2 rangka langit-langit (60 x 60) cm, kayu kelas II atau III BAHAN 0.0163 m3 Kaso-kaso (5 x 7) cm 0.250 kg Paku 7 cm - 10 cm TENAGA 0.300 OH Tukang Kayu 0.200 OH Pekerja 0.030 OH Kepala Tukang 0.010 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 19,500.00 9,000.00 2,250.00 123,945.00 @ @ Rp Rp 5,400,000.00 Rp 20,700.00 Rp 88,020.00 5,175.00

16

Analisa SNI 2007

1 m2 dinding pemisah teakwood rangkap, rangka kayu kelas III BAHAN 0.028 m3 Balok kayu 6x12 cm kayu klas III 0.150 0.860 0.560 kg lbr kg Paku 7 cm - 10 cm Teakwood t=4 mm, ukuran 120 cm x 240 cm lem kayu TENAGA 0.450 OH Tukang Kayu 0.150 OH Pekerja @ @ Rp Rp 65,000.00 Rp 45,000.00 Rp 29,250.00 6,750.00 @ @ @ @ Rp Rp Rp Rp 2,700,000.00 Rp 20,700.00 Rp 52,500.00 Rp 30,000.00 Rp 75,600.00 3,105.00 45,150.00 16,800.00

0.045 OH Kepala Tukang 0.008 OH Mandor

@ @

Rp

75,000.00 Rp Rp Total Rp

3,375.00 180,030.00

18

Analisa SNI 2007

1 m2 dinding pemisah plywood rangkap, rangka kayu kelas III BAHAN 0.028 m3 Balok kayu 6x12 cm kayu klas III 0.150 0.860 0.560 kg lbr kg Paku 7 cm - 10 cm Plywood t=4 mm, ukuran 120 cm x 240 cm lem kayu TENAGA 0.600 OH Tukang Kayu 0.200 OH Pekerja 0.060 OH Kepala Tukang 0.010 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 39,000.00 9,000.00 4,500.00 239,681.00 @ @ @ @ Rp Rp Rp Rp 2,700,000.00 Rp 20,700.00 Rp 106,600.00 Rp 30,000.00 Rp 75,600.00 3,105.00 91,676.00 16,800.00

1 m2 pasang atap gelombang 3" x 6 " BJLS 28 Bahan 0.700 Lbr Seng Gelombang 0.020 Kg Paku biasa 1/2" - 1" Tenaga 1.200 0.060 0.006 0.006OH Pekerja OH Tukang kayu OH Kepala Tukang OH Mandor

x Rp x Rp Sub Jml

11,500.00 20,700.00

Rp 8,050.000 Rp 414.000 Rp 8,464.000 Rp 54,000.000 Rp 3,900.000 Rp 450.000 Rp Rp 58,350.000 Rp 66,814.000

x Rp 45,000.00 x Rp 65,000.00 x Rp 75,000.00 x Sub Jml JUMLAH (a) + (b)

1 m2 pasang atap nok seng Bahan 0.300 Lbr Seng plat 3" x 6" BJLS 28 0.040 Kg Paku biasa 1/2" - 1" Tenaga 0.150 0.070 0.008 0.006

x Rp x Rp Sub Jml

11,500.00 20,700.00

Rp 3,450.000 Rp 828.000 Rp 4,278.000 Rp 6,750.000 Rp 4,550.000 Rp 600.000 Rp Rp 11,900.000 Rp 16,178.000

OH Pekerja OH Tukang kayu OH Kepala Tukang OH Mandor

x Rp 45,000.00 x Rp 65,000.00 x Rp 75,000.00 x Rp Sub Jml JUMLAH (a) + (b)

PEKERJAAN LANGIT-LANGIT / PLAFOND 1Analisa SNI 2007

1 m2 langit-langit asbes semen, tebal 4 mm, 5 mm dan 6 mm BAHAN 1.100 m2 Asbes semen 0.010 kg Paku tripleks TENAGA 0.070 OH Tukang Kayu 0.030 OH Pekerja 0.007 OH Kepala Tukang 0.002 OH Mandor @ @ @ @ Rp Rp Rp Rp Total Rp @ @ Rp Rp -

2

Analisa SNI 2007

1 m2 langit-langit lambarziring kayu, tebal 9 mm BAHAN 0.015 m3 Kayu papan 0.010 kg Paku tripleks TENAGA 0.800 OH Tukang Kayu 0.600 OH Pekerja 0.080 OH Kepala Tukang 0.030 OH Mandor @ @ @ @ Rp Rp Rp Rp Total Rp @ @ Rp Rp -

3

Analisa SNI 2007

1 m2 langit-langit gypsum board ukuran 120x240x9 mm BAHAN 0.364 0.110 lbr kg Gypsum board Paku skrup TENAGA 0.050 OH Tukang Kayu 0.100 OH Pekerja 0.005 OH Kepala Tukang 0.005 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 3,250.00 4,500.00 375.00 32,504.85 @ @ Rp Rp 64,900.00 Rp 6,875.00 Rp 23,623.60 756.25

4

Analisa SNI 2007

1 m2 langit-langit tripleks ukuran 120x240 cm, tebal 3 mm, 4 mm dan 6 mm BAHAN 0.375 0.030 lbr kg Tripleks 4 mm Paku tripleks TENAGA 0.100 OH Tukang Kayu 0.070 OH Pekerja 0.010 OH Kepala Tukang 0.004 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 6,500.00 3,150.00 750.00 30,813.50 @ @ Rp Rp 52,500.00 Rp 24,200.00 Rp 19,687.50 726.00

65

Analisa SNI 2007

1 m' list langit-langit kayu profil BAHAN 1.050 0.010 m' kg List kayu profil Paku TENAGA 0.050 OH Tukang Kayu 0.050 OH Pekerja 0.005 OH Kepala Tukang 0.003 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 3,250.00 2,250.00 375.00 16,057.00 @ @ Rp Rp 9,500.00 Rp 20,700.00 Rp 9,975.00 207.00

PEKERJAAN PENUTUP LANTAI DAN DINDING 65Analisa SNI 2007

1 m2 lantai keramik ukuran (40 x 40) cm BAHAN 6.630 8.190 1.620 bh kg kg Keramik 40 x 40 cm Semen portland Semen warna TENAGA 0.350 OH Tukang Batu 0.620 OH Pekerja 0.035 OH Kepala Tukang 0.030 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 22,750.00 27,900.00 2,625.00 126,231.25 @ @ @ @ Rp Rp Rp Rp 8,400.00 Rp 1,125.00 Rp 110,500.00 Rp 1,900.00 Rp 55,692.00 9,213.75 4,972.50 3,078.00


65

Analisa SNI 2007



65

Analisa SNI 2007



65

Analisa SNI 2007

1 m2 lantai marmer ukuran (100 x 100) cm BAHAN 1.060 m2 Marmer 100 x 100 cm 8.190 0.650 kg kg Semen portland Semen warna TENAGA 0.350 OH Tukang Batu 0.620 OH Pekerja 0.035 OH Kepala Tukang 0.030 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 22,750.00 27,900.00 2,625.00 333,696.25 0.045 m3 Pasir pasang @ @ @ @ Rp Rp Rp Rp 250,000.00 Rp 1,125.00 Rp 110,500.00 Rp 1,900.00 Rp 265,000.00 9,213.75 4,972.50 1,235.00

65

Analisa SNI 2007

1 m2 lantai ubin teralux marmer ukuran (60 x 60) cm BAHAN

3.100 9.600 1.500

bh kg kg

Ubin teralux marmer Semen portland Semen warna TENAGA

@ @ @ @ @ @ @ @

Rp Rp Rp Rp Rp Rp Rp

54,166.67 Rp 1,125.00 Rp 110,500.00 Rp 1,900.00 Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp

167,916.67 10,800.00 4,972.50 2,850.00 7,800.00 11,250.00 900.00 206,489.17


0.120 OH Tukang Batu 0.250 OH Pekerja 0.012 OH Kepala Tukang 0.013 OH Mandor

65

Analisa SNI 2007

1 m2 lantai ubin teralux marmer ukuran (40 x 40) cm BAHAN 6.630 9.800 1.300 bh kg kg Ubin teralux marmer Semen portland Semen warna TENAGA 0.120 OH Tukang Batu 0.250 OH Pekerja 0.012 OH Kepala Tukang 0.013 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 7,800.00 11,250.00 900.00 210,797.50 @ @ @ @ Rp Rp Rp Rp 26,000.00 Rp 1,125.00 Rp 110,500.00 Rp 1,900.00 Rp 172,380.00 11,025.00 4,972.50 2,470.00


65

Analisa SNI 2007

1 m2 lantai ubin teralux marmer ukuran (30 x 30) cm BAHAN 11.870 10.000 1.500 bh kg kg Ubin teralux marmer Semen portland Semen warna TENAGA 0.125 OH Tukang Batu 0.260 OH Pekerja 0.013 OH Kepala Tukang 0.013 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 8,125.00 11,700.00 975.00 215,224.77 @ @ @ @ Rp Rp Rp Rp 14,772.73 Rp 1,125.00 Rp 110,500.00 Rp 1,900.00 Rp 175,352.27 11,250.00 4,972.50 2,850.00


65

Analisa SNI 2007

1 m2 lantai ubin granit ukuran (40 x 40) cm BAHAN 6.630 9.800 1.300 bh kg kg Ubin granit Semen portland Semen warna TENAGA 0.120 OH Tukang Batu 0.250 OH Pekerja 0.012 OH Kepala Tukang 0.013 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 7,800.00 11,250.00 900.00 133,889.50 @ @ @ @ Rp Rp Rp Rp 14,400.00 Rp 1,125.00 Rp 110,500.00 Rp 1,900.00 Rp 95,472.00 11,025.00 4,972.50 2,470.00


65

Analisa SNI 2007

1 m2 lantai ubin granit ukuran (30 x 30) cm BAHAN 11.870 10.000 1.500 bh kg kg Ubin granit Semen portland Semen warna TENAGA 0.125 OH Tukang Batu 0.260 OH Pekerja 0.013 OH Kepala Tukang 0.013 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 8,125.00 11,700.00 975.00 215,224.77 @ @ @ @ Rp Rp Rp Rp 14,772.73 Rp 1,125.00 Rp 110,500.00 Rp 1,900.00 Rp 175,352.27 11,250.00 4,972.50 2,850.00


65

Analisa SNI 2007

1 m plint granit ukuran (10 x 40) cm BAHAN 2.650 1.140 0.100 bh kg kg Plint ubin granit Semen portland Semen warna TENAGA 0.090 OH Tukang Batu 0.090 OH Pekerja 0.009 OH Kepala Tukang 0.005 OH Mandor @ @ @ @ Rp Rp Rp Rp Total Rp @ @ @ @ Rp Rp Rp Rp -


65

Analisa SNI 2007

1 m plint granit ukuran (10 x 30) cm BAHAN

3.530 1.140 0.100

bh kg kg

Plint ubin granit Semen portland Semen warna TENAGA

@ @ @ @ @ @ @ @

Rp Rp Rp Rp Rp Rp Rp Rp Total Rp

-



65

Analisa SNI 2007

1 m plint ubin teralux marmer ukuran (10 x 60) cm BAHAN 1.700 1.140 0.100 bh kg kg Plint ubin teralux marmer Semen portland Semen warna TENAGA 0.090 OH Tukang Batu 0.090 OH Pekerja 0.009 OH Kepala Tukang 0.005 OH Mandor @ @ @ @ Rp Rp Rp Rp Total Rp @ @ @ @ Rp Rp Rp Rp -


65

Analisa SNI 2007



65

Analisa SNI 2007



65

Analisa SNI 2007

1 m plint keramik ukuran (10 x 20) cm BAHAN 5.300 1.140 0.025 bh kg kg Plint keramik Semen portland Semen warna TENAGA 0.090 OH Tukang Batu 0.090 OH Pekerja 0.009 OH Kepala Tukang 0.005 OH Mandor @ @ @ @ Rp Rp Rp Rp Total Rp @ @ @ @ Rp Rp Rp Rp -


65

Analisa SNI 2007

1 m2 dinding keramik ukuran (10 x 20) cm BAHAN 53.000 9.300 2.750 bh kg kg Keramik Semen portland Semen warna TENAGA 0.450 OH Tukang Batu 0.600 OH Pekerja 0.045 OH Kepala Tukang 0.030 OH Mandor @ @ @ @ Rp Rp Rp Rp Total Rp @ @ @ @ Rp Rp Rp Rp -


65

Analisa SNI 2007

1 m2 dinding keramik ukuran (20 x 20) cm BAHAN

26.500 9.300 1.940

bh kg kg

Keramik Semen portland Semen warna TENAGA

@ @ @ @ @ @ @ @

Rp Rp Rp Rp Rp Rp Rp

1,800.00 Rp 1,125.00 Rp 110,500.00 Rp 1,900.00 Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp

47,700.00 10,462.50 1,989.00 3,686.00 29,250.00 27,000.00 3,375.00 123,462.50



65

Analisa SNI 2007

1 m2 dinding marmer ukuran (100 x 100) cm BAHAN 1.020 m2 Marmer 2.000 0.025 kg kg Semen portland Semen warna TENAGA 0.650 OH Tukang Batu 0.720 OH Pekerja 0.065 OH Kepala Tukang 0.035 OH Mandor @ @ @ @ Rp Rp Rp Rp Total Rp 12.440 m3 Pasir pasang @ @ @ @ Rp Rp Rp Rp -

65

Analisa SNI 2007

1 m2 dinding batu tempel hitam BAHAN 1.100 m2 Batu tempel hitam 11.750 kg Semen portland TENAGA 0.350 OH Tukang Batu 0.620 OH Pekerja 0.035 OH Kepala Tukang 0.030 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 22,750.00 27,900.00 2,625.00 267,591.25 0.035 m3 Pasir pasang @ @ @ Rp Rp Rp 179,300.00 Rp 1,125.00 Rp 110,500.00 Rp 197,230.00 13,218.75 3,867.50

65

Analisa SNI 2007

1 m2 wallpaper, lebar 50 cm BAHAN 2.200 0.250 m' kg Wall paper Lem TENAGA 0.170 OH Tukang 0.750 OH Pekerja 0.017 OH Kepala Tukang 0.004 OH Mandor @ @ @ @ Rp Rp Rp Rp Total Rp @ @ Rp Rp -

65

Analisa SNI 2007

1 m2 dinding terawang (roster) ukuran (12 x 11 x 24) cm, campuran spesi 1 PC : 4 PP BAHAN 30.000 11.000 bh kg Terawang (roster) Semen portland TENAGA 0.100 OH Tukang Batu 0.300 OH Pekerja 0.010 OH Kepala Tukang 0.015 OH Mandor @ @ @ @ Rp Rp Rp Rp Total Rp @ @ @ Rp Rp Rp -


PEKERJAAN KUNCI DAN KACA 65Analisa SNI 2007

Pasang 1 buah kunci tanam biasa BAHAN 1.000 bh Kunci tanam biasa TENAGA 0.500 OH Tukang Kayu 0.010 OH Pekerja 0.010 OH Kepala Tukang 0.005 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 32,500.00 450.00 750.00 123,700.00 @ Rp 90,000.00 Rp 90,000.00

65

Analisa SNI 2007

Pasang 1 buah kunci tanam kamar mandi BAHAN 1.000 bh Kunci tanam kamar mandi TENAGA 0.500 OH Tukang Kayu 0.005 OH Pekerja 0.005 OH Kepala Tukang @ @ @ Rp Rp Rp @ Rp -

0.0025 OH Mandor

@

Rp Total Rp

-

65

Analisa SNI 2007

Pasang 1 buah kunci silinder BAHAN 1.000 bh Kunci silinder TENAGA 0.500 OH Tukang Kayu 0.005 OH Pekerja 0.005 OH Kepala Tukang 0.00025 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 32,500.00 225.00 375.00 173,600.00 @ Rp 140,500.00 Rp 140,500.00

65

Analisa SNI 2007

Pasang 1 buah engsel pintu BAHAN 1.000 bh Engsel pintu TENAGA 0.150 OH Tukang Kayu 0.015 OH Pekerja 0.015 OH Kepala Tukang 0.00075 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 9,750.00 675.00 1,125.00 30,950.00 @ Rp 19,400.00 Rp 19,400.00

65

Analisa SNI 2007

Pasang 1 buah engsel jendela kupu-kupu BAHAN 1.000 bh Engsel jendela TENAGA 0.100 OH Tukang Kayu 0.010 OH Pekerja 0.010 OH Kepala Tukang 0.0005 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 6,500.00 450.00 750.00 15,000.00 @ Rp 7,300.00 Rp 7,300.00

65

Analisa SNI 2007

Pasang 1 buah engsel angin BAHAN 1.000 bh Engsel angin TENAGA 0.200 OH Tukang Kayu 0.020 OH Pekerja 0.020 OH Kepala Tukang 0.010 OH Mandor @ @ @ @ Rp Rp Rp Rp Total Rp @ Rp -

65

Analisa SNI 2007

Pasang 1 buah spring knip BAHAN 1.000 bh Spring knip TENAGA 0.150 OH Tukang Kayu 0.015 OH Pekerja 0.015 OH Kepala Tukang 0.00075 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 9,750.00 675.00 1,125.00 22,850.00 @ Rp 11,300.00 Rp 11,300.00

65

Analisa SNI 2007

Pasang 1 buah kait angin BAHAN 1.000 bh Kait angin TENAGA 0.150 OH Tukang Kayu 0.015 OH Pekerja 0.015 OH Kepala Tukang 0.00075 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 9,750.00 675.00 1,125.00 21,250.00 @ Rp 9,700.00 Rp 9,700.00

65

Analisa SNI 2007

Pasang 1 buah door closer BAHAN 1.000 bh Door closer TENAGA 0.500 OH Tukang Kayu 0.050 OH Pekerja 0.050 OH Kepala Tukang 0.0025 OH Mandor @ @ @ @ Rp Rp Rp Rp Total Rp @ Rp -

65

Analisa SNI 2007

Pasang 1 buah kunci selot BAHAN 1.000 bh Kunci selot TENAGA 0.200 OH Tukang Kayu @ Rp 65,000.00 Rp 13,000.00 @ Rp 140,500.00 Rp 140,500.00

0.020 OH Pekerja 0.020 OH Kepala Tukang 0.001 OH Mandor

@ @ @

Rp Rp

45,000.00 Rp 75,000.00 Rp Rp Total Rp

900.00 1,500.00 155,900.00

65

Analisa SNI 2007

Pasang 1 buah pegangan pintu / door holder BAHAN 1.000 bh Door holder TENAGA 0.500 OH Tukang Kayu 0.050 OH Pekerja 0.050 OH Kepala Tukang 0.0025 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 32,500.00 2,250.00 3,750.00 213,000.00 @ Rp 174,500.00 Rp 174,500.00

65

Analisa SNI 2007

Pasang 1 buah door stop BAHAN 1.000 bh Door stop TENAGA 0.100 OH Tukang Kayu 0.010 OH Pekerja 0.010 OH Kepala Tukang 0.0005 OH Mandor @ @ @ @ Rp Rp Rp Rp Total Rp @ Rp -

65

Analisa SNI 2007

Pasang 1 m2 kaca, tebal 3 mm BAHAN 1.100 m2 Kaca tebal 3 mm TENAGA 0.150 OH Tukang Kayu 0.015 OH Pekerja 0.015 OH Kepala Tukang 0.00075 OH Mandor @ @ @ @ Rp Rp Rp Rp Total Rp @ Rp -

65

Analisa SNI 2007

Pasang 1 m2 kaca Panasap, tebal 5 mm BAHAN 1.100 m2 Kaca Panasap tebal 5 mm TENAGA 0.150 OH Tukang Kayu 0.015 OH Pekerja 0.015 OH Kepala Tukang 0.00075 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 9,750.00 675.00 1,125.00 210,870.00 @ Rp 181,200.00 Rp 199,320.00

65

Analisa SNI 2007

Pasang 1 m2 kaca, tebal 8 mm BAHAN 1.100 m2 Kaca tebal 8 mm TENAGA 0.165 OH Tukang Kayu 0.0165 OH Pekerja 0.0165 OH Kepala Tukang 0.0008 OH Mandor @ @ @ @ Rp Rp Rp Rp Total Rp @ Rp -

65

Analisa SNI 2007

Pasang 1 m2 kaca buram, tebal 12 mm BAHAN 1.100 m2 Kaca buram tebal 12 mm 0.050 kg Sealent TENAGA 0.250 OH Tukang Kayu 0.025 OH Pekerja 0.025 OH Kepala Tukang 0.00125 OH Mandor @ @ @ @ Rp Rp Rp Rp Total Rp @ @ Rp Rp -

65

Analisa SNI 2007

Pasang 1 m2 kaca cermin, tebal 5 mm BAHAN 1.100 m2 Kaca cermin tebal 5 mm TENAGA 0.150 OH Tukang Kayu 0.015 OH Pekerja 0.015 OH Kepala Tukang 0.00075 OH Mandor @ @ @ @ Rp Rp Rp Rp Total Rp @ Rp -

65

Analisa SNI 2007

Pasang 1 m2 kaca patri, tebal 5 mm BAHAN

1.100 m2 Kaca patri tebal 5 mm TENAGA 0.150 OH Tukang Kayu 0.015 OH Pekerja 0.015 OH Kepala Tukang 0.00075 OH Mandor

@ @ @ @ @

Rp Rp Rp Rp Rp Total Rp

-

PEKERJAAN BESI DAN ALUMINIUM 65Analisa SNI 2007

Memasang 1 kg besi profil BAHAN 1.150 kg Besi profil TENAGA 0.060 OH Tukang Las 0.060 OH Pekerja 0.006 OH Kepala Tukang 0.003 OH Mandor @ @ @ @ Rp Rp Rp Rp Total Rp @ Rp -

65

Analisa SNI 2007

Mengerjakan 100 kg pekerjaan perakitan BAHAN 1.000 0.100 ltr ltr Solar Minyak pelumas TENAGA 0.100 OH Tukang Besi 0.100 OH Pekerja 0.001 OH Kepala Tukang 0.005 OH Mandor 0.008 jam Sewa Alat @ @ @ @ @ Rp Rp Rp Rp Rp Total Rp @ @ Rp Rp -

65

Analisa SNI 2007

Membuat 1 m2 pintu besi plat baja tebal 2 mm rangkap, rangka besi siku BAHAN 15.000 32.800 0.050 kg kg kg Besi siku L 30.30.3 Besi plat baja Kawat las TENAGA 1.050 OH Tukang Besi 1.050 OH Pekerja 0.105 OH Kepala Tukang 0.052 OH Mandor @ @ @ @ Rp Rp Rp Rp Total Rp @ @ @ Rp Rp Rp -

65

Analisa SNI 2007

Membuat 1 m2 pintu rolling door besi BAHAN 1.000 m2 Pintu gulung besi TENAGA 1.200 OH Tukang Besi 1.200 OH Pekerja 0.120 OH Kepala Tukang 0.006 OH Mandor @ @ @ @ Rp Rp Rp Rp Total Rp @ Rp -

65

Analisa SNI 2007

Memasang 1 m2 pintu lipat (Folding door) BAHAN 1.000 m2 Pintu lipat TENAGA 0.440 OH Tukang Besi 0.440 OH Pekerja 0.044 OH Kepala Tukang 0.022 OH Mandor @ @ @ @ Rp Rp Rp Rp Total Rp @ Rp -

65

Analisa SNI 2007

Memasang 1 m2 sunscreen aluminium BAHAN 1.000 m2 Sunscreen aluminium TENAGA 0.800 OH Tukang Besi 0.080 OH Pekerja 0.080 OH Kepala Tukang 0.004 OH Mandor @ @ @ @ Rp Rp Rp Rp Total Rp @ Rp -

65

Analisa SNI 2007

Memasang 1 m2 rolling door aluminium BAHAN 1.000 m2 Rolling door aluminium TENAGA @ Rp -

1.000 OH Tukang Besi 1.000 OH Pekerja 0.100 OH Kepala Tukang 0.050 OH Mandor

@ @ @ @

Rp Rp Rp Rp Total Rp

-

65

Analisa SNI 2007

Memasang 1 m' kusen alluminium BAHAN 1.100 2.000 m' bh Profil alluminium Sekrup fixer TENAGA 0.043 OH Tukang Besi Konstruksi 0.043 OH Pekerja 0.0043 OH Kepala Tukang 0.0021 OH Mandor @ @ @ @ Rp Rp Rp Rp Total Rp @ @ @ Rp Rp Rp -

0.060 tube Sealent

65

Analisa SNI 2007

Memasang 1 m2 pintu allumnium strip lebar 8 cm BAHAN 4.400 14.600 m' m' Profil alluminium Alluminium strip TENAGA 0.085 OH Tukang Besi 0.085 OH Pekerja 0.0085 OH Kepala Tukang 0.0042 OH Mandor @ @ @ @ Rp Rp Rp Rp Total Rp @ @ Rp Rp -

65

Analisa SNI 2007

Memasang 1 m2 pintu kaca rangka alluminium BAHAN 4.400 4.500 m' m' Pintu alluminium Profil kaca TENAGA 0.085 OH Tukang Besi 0.085 OH Pekerja 0.0080 OH Kepala Tukang 0.0040 OH Mandor @ @ @ @ Rp Rp Rp Rp Total Rp @ @ @ Rp Rp Rp -

0.270 tube Sealent

65

Analisa SNI 2007

Memasang 1 m2 terali besi strip (2 x 3) mm BAHAN 6.177 27.080 kg Besi strip TENAGA 1.670 OH Tukang Besi 1.670 OH Pekerja 0.167 OH Kepala Tukang 0.083 OH Mandor @ @ @ @ Rp Rp Rp Rp Total Rp @ @ Rp Rp cm Pengelasan

65

Analisa SNI 2007

Memasang 1 m2 kawat nyamuk BAHAN 1.100 m2 Kawat nyamuk 11.110 1.716 cm Pengelasan kg Baja strip (0,2 x 2) cm TENAGA 0.100 OH Tukang Besi 0.100 OH Pekerja 0.010 OH Kepala Tukang 0.005 OH Mandor @ @ @ @ Rp Rp Rp Rp Total Rp @ @ @ Rp Rp Rp -

65

Analisa SNI 2007

Memasang 1 m2 jendela nako & tralis BAHAN 1.100 m2 Jendela nako (rangka + kaca 5 mm) 10.000 7.000 bh kg Paku skrup 1 cm - 2,5 cm Besi strip TENAGA 0.200 OH Tukang Besi 0.200 OH Pekerja 0.020 OH Kepala Tukang 0.001 OH Mandor @ @ @ @ Rp Rp Rp Rp Total Rp @ @ @ Rp Rp Rp -

61 Analisa SNI

1 m2 Luas Atap Genteng Keramik Pasang Konstruksi Kuda-Kuda Baja Ringan BAHAN

1.270 2.840 4.080 0.200 3.000

m' m'

Top/Bottom Chord 0,8 mm Web 0,75 mm Profil Reng 0,60 mm Screw Truss/Reng Dinabolt TENAGA

@ @ @ @ @ @ @ @ @

Rp Rp Rp Rp Rp Rp Rp Rp Rp

36,750.00 Rp 27,725.00 Rp 23,000.00 Rp 37,250.00 Rp 2,100.00 Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp

46,672.50 78,739.00 93,840.00 7,450.00 6,300.00 36,400.00 9,000.00 7,500.00 285,901.50

m'kg bh

0.560 OH Tukang 0.200 OH Pekerja 0.100 OH Kepala Tukang 0.060 OH Mandor

62 Analisa SNI 3.600 1.000 1.000 0.120 1.000 m' ls ls kg ls

1 m2 Rangka Plafond Hollow 2/4 BAHAN Hollow 2/4 Paku Scop Kawat Penggantung Scrup Alat Batu Stager TENAGA 0.250 OH Tukang 0.150 OH Pekerja 0.025 OH Kepala Tukang 0.075 OH Mandor @ @ @ @ Rp Rp Rp Rp 45,000.00 Rp 75,000.00 Rp Rp 45,000.00 Rp Total Rp 11,250.00 11,250.00 3,375.00 112,885.00 @ @ @ @ @ @ Rp Rp Rp Rp Rp Rp 18,500.00 Rp 10,500.00 Rp 4,250.00 Rp 12,500.00 Rp 58,000.00 Rp 3,000.00 Rp 66,600.00 10,500.00 4,250.00 1,500.00 1,160.00 3,000.00

0.020 roll Roll Paper Tape

PEKERJAAN PENGECATAN 65Analisa SNI 2007

Mendempul dan menggosok 1 m2 kayu BAHAN 0.080 m2 Dempul jadi 0.020 0.010 bh kg Minyak cat Batu apung TENAGA 0.040 OH Tukang Cat 0.040 OH Pekerja 0.004 OH Kepala Tukang 0.0025 OH Mandor @ @ @ @ Rp Rp Rp Rp Total Rp @ @ @ Rp Rp Rp -

65

Analisa SNI 2007

Pengecatan 1 m2 bidang kayu baru (1 lapis plamir), 1 lapis cat dasar. 2 lapis cat penutup BAHAN 0.200 0.150 0.170 0.260 kg kg kg kg Cat meni Plamir Cat dasar Cat penutup 2 kali TENAGA 0.009 OH Tukang Cat 0.070 OH Pekerja 0.006 OH Kepala Tukang 0.0025 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 585.00 3,150.00 450.00 22,067.50 @ @ @ @ Rp Rp Rp Rp 11,300.00 Rp 6,700.00 Rp 21,750.00 Rp 42,000.00 Rp 2,260.00 1,005.00 3,697.50 10,920.00

65

Analisa SNI 2007

Pengecatan 1 m2 bidang kayu baru (1 lapis plamir), 1 lapis cat dasar. 3 lapis cat penutup BAHAN 0.200 0.150 0.170 0.350 kg kg kg kg Cat meni Plamir Cat dasar Cat penutup 2 kali TENAGA 0.105 OH Tukang Cat 0.070 OH Pekerja 0.004 OH Kepala Tukang 0.0025 OH Mandor @ @ @ @ Rp Rp Rp Rp Total Rp @ @ @ @ Rp Rp Rp Rp -

65

Analisa SNI 2007

Pelaburan 1 m2 bidang kayu dengan teak oil BAHAN 0.360 ltr Teak oil TENAGA 0.063 OH Tukang Cat 0.040 OH Pekerja 0.063 OH Kepala Tukang 0.0025 OH Mandor @ @ @ @ Rp Rp Rp Rp Total Rp @ Rp -

65

Analisa SNI 2007

Pelaburan 1 m2 bidang kayu dengan politur

BAHAN 0.150 0.372 2.000 ltr ltr lbr Politur Politur jadi Amplas TENAGA 0.060 OH Tukang Cat 0.000 OH Pekerja 0.016 OH Kepala Tukang 0.0025 OH Mandor @ @ @ @ Rp Rp Rp Rp Total Rp 65Analisa SNI 2007

@ @ @

Rp Rp Rp

-

Pelaburan 1 m2 bidang kayu dengan cat residu dan ter BAHAN 0.350 ltr Residu atau ter TENAGA 0.000 OH Tukang Cat 0.100 OH Pekerja 0.000 OH Kepala Tukang 0.0060 OH Mandor @ @ @ @ Rp Rp Rp Rp Total Rp @ Rp -

65

Analisa SNI 2007

Pelaburan 1 m2 bidang kayu dengan vernis BAHAN 0.150 0.050 0.100 0.010 ltr kg lbr bh Vernis Dempul Amplas Kuas TENAGA 0.160 OH Tukang Cat 0.160 OH Pekerja 0.016 OH Kepala Tukang 0.0025 OH Mandor @ @ @ @ Rp Rp Rp Rp Total Rp @ @ @ @ Rp Rp Rp Rp -

65

Analisa SNI 2007

Pengecatan 1 m2 tembok luar baru (1 lapis plamir, 1 lapis cat dasar, 2 lapis cat penutup) BAHAN 0.100 0.100 0.250 kg kg kg Plamir Cat dasar Cat tembok luar 2 kali TENAGA 0.063 OH Tukang Cat 0.020 OH Pekerja 0.0063 OH Kepala Tukang 0.0025 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 4,095.00 900.00 472.50 19,727.50 @ @ @ Rp Rp Rp 6,500.00 Rp 17,350.00 Rp 47,500.00 Rp 650.00 1,735.00 11,875.00

65

Analisa SNI 2007

Pengecatan 1 m2 tembok dalam baru (1 lapis plamir, 1 lapis cat dasar, 2 lapis cat penutup) BAHAN 0.100 0.100 0.250 kg kg kg Plamir Cat dasar Cat tembok dalam 2 kali TENAGA 0.063 OH Tukang Cat 0.020 OH Pekerja 0.0063 OH Kepala Tukang 0.0025 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 4,095.00 900.00 472.50 17,302.50 @ @ @ Rp Rp Rp 6,500.00 Rp 17,350.00 Rp 37,800.00 Rp 650.00 1,735.00 9,450.00

65

Analisa SNI 2007

Pengecatan 1 m2 tembok lama (1 lapis cat dasar, 2 lapis cat penutup) BAHAN 0.120 0.180 kg kg Cat dasar Cat penutup 2 kali TENAGA 0.042 OH Tukang Cat 0.028 OH Pekerja 0.0042 OH Kepala Tukang 0.0025 OH Mandor @ @ @ @ Rp Rp Rp Rp Total Rp @ @ Rp Rp -

65

Analisa SNI 2007

Pemasangan 1 m2 wall paper BAHAN 1.200 m2 Wall paper 0.200 kg Perekat TENAGA 0.200 OH Tukang Cat 0.020 OH Pekerja 0.0020 OH Kepala Tukang 0.0025 OH Mandor @ @ @ @ Rp Rp Rp Rp @ @ Rp Rp -

Total Rp 65Analisa SNI 2007

-

Pengecatan 1 m2 permukaan baja dengan meni besi BAHAN 0.100 0.010 kg bh Meni besi Kuas TENAGA 0.200 OH Tukang Cat 0.020 OH Pekerja 0.020 OH Kepala Tukang 0.010 OH Mandor @ @ @ @ Rp Rp Rp Rp Total Rp @ @ Rp Rp -

PEKERJAAN PIPA DAN SANITER 65Analisa SNI 2007

Memasang 1 buah kloset duduk/monoblok BAHAN 1.000 bh Kloset duduk/monoblok Perlengkapan TENAGA 1.100 OH Tukang Batu 3.300 OH Pekerja 0.001 OH Kepala Tukang 0.160 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 71,500.00 148,500.00 75.00 2,076,735.00 @ @ Rp Rp 1,850,000.00 Rp 111,000.00 Rp 1,850,000.00 6,660.00

6% Harga Kloset

65

Analisa SNI 2007

Memasang 1 buah kloset jongkok porselen BAHAN 1.000 6.000 bh kg Kloset jongkok porselen Semen portland TENAGA 1.500 OH Tukang Batu 1.000 OH Pekerja 1.500 OH Kepala Tukang 0.160 OH Mandor @ @ @ @ Rp Rp Rp Rp Total Rp @ @ @ Rp Rp Rp -


65

Analisa SNI 2007

Memasang 1 buah urinoir BAHAN 1.000 bh kg Urinoir Perlengkapan Semen portland TENAGA 1.000 OH Tukang Batu 1.000 OH Pekerja 0.100 OH Kepala Tukang 0.100 OH Mandor @ @ @ @ Rp Rp Rp Rp Total Rp @ @ @ @ Rp Rp Rp Rp Rp -

30% Harga Urinoir 6.000


65

Analisa SNI 2007

Memasang 1 buah wastafel BAHAN 1.000 bh kg Wastafel Perlengkapan Semen portland TENAGA 1.450 OH Tukang Batu 1.200 OH Pekerja 0.150 OH Kepala Tukang 0.100 OH Mandor @ @ @ @ Rp Rp Rp Rp Total Rp @ @ @ @ Rp Rp Rp Rp Rp -

12% Harga Wastafel 6.000


65

Analisa SNI 2007

Memasang 1 buah bak cuci piring stainless steel BAHAN 1.000 bh Bak cuci piring stainless steel TENAGA 0.300 OH Tukang Batu 0.030 OH Pekerja 0.030 OH Kepala Tukang 0.0015 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 19,500.00 1,350.00 2,250.00 423,100.00 @ Rp 400,000.00 Rp 400,000.00

65

Analisa SNI 2007

Memasang 1 buah kran diameter 1/2" BAHAN 1.000 0.025 bh bh Kran air Seal tape @ @ Rp Rp 36,750.00 Rp 2,500.00 Rp 36,750.00 62.50

TENAGA 0.100 OH Tukang Batu 0.010 OH Pekerja 0.010 OH Kepala Tukang 0.005 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 65Analisa SNI 2007

6,500.00 450.00 750.00 44,512.50

Memasang 1 buah floor drain BAHAN 1.000 bh Floor drain TENAGA 0.100 OH Tukang Batu 0.010 OH Pekerja 0.010 OH Kepala Tukang 0.005 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 6,500.00 450.00 750.00 182,200.00 @ Rp 174,500.00 Rp 174,500.00

65

Analisa SNI 2007

Memasang 1 buah bak mandi fiberglass volume 0,30 m3 BAHAN 1.000 18% Harga Bak bh Bak fiberglass Perlengkapan TENAGA 2.700 OH Tukang Batu 1.800 OH Pekerja 0.540 OH Kepala Tukang 0.110 OH Mandor @ @ @ @ Rp Rp Rp Rp Total Rp @ @ Rp Rp Rp -

65

Analisa SNI 2007

Memasang 1 buah bak mandi fiberglass volume 1 m3 BAHAN 1.000 12% Harga Bak bh Bak fiberglass Perlengkapan TENAGA 4.500 OH Tukang Batu 3.000 OH Pekerja 0.900 OH Kepala Tukang 0.900 OH Mandor @ @ @ @ Rp Rp Rp Rp Total Rp @ @ Rp Rp Rp -

65

Analisa SNI 2007

Memasang 1 m' pipa beton, diameter 15 cm - 20 cm BAHAN 1.100 3.920 bh kg Pipa beton Semen portland @ @ @ @ Rp Rp Rp Rp 0.270 m3 Batu bata 0.056 m3 Pasir pasang 0.024 m3 Pasir urug TENAGA 0.070 OH Tukang Batu 0.140 OH Pekerja 0.007 OH Kepala Tukang 0.007 OH Mandor @ @ @ @ Rp Rp Rp Rp Total Rp -

65

Analisa SNI 2007

Memasang 1 m' pipa beton, diameter 30 cm -100 cm BAHAN 1.100 10.300 bh kg Pipa beton Semen portland @ @ @ @ Rp Rp Rp Rp 0.550 m3 Batu bata 0.061 m3 Pasir pasang 0.069 m3 Pasir urug TENAGA 0.190 OH Tukang Batu 0.380 OH Pekerja 0.019 OH Kepala Tukang 0.019 OH Mandor @ @ @ @ Rp Rp Rp Rp Total Rp -

65

Analisa SNI 2007

Memasang 1 buah bak kontrol pasangan batu bata ukuran (30 x 30) cm, tinggi 35 cm BAHAN 0.145 m3 Batu bata 44.000 kg Semen portland 0.070 m3 Pasir pasang 0.070 m3 Batu kerikil 1.600 kg Besi beton TENAGA 1.015 OH Tukang Batu 3.200 OH Pekerja @ @ Rp Rp 0.060 m3 Pasir beton @ @ @ @ @ @ Rp Rp Rp Rp Rp Rp -

0.0015 OH Kepala Tukang 0.016 OH Mandor

@ @

Rp Rp Total Rp

-

65

Analisa SNI 2007

Memasang 1 buah bak kontrol pasangan batu bata ukuran (45 x 45) cm, tinggi 50 cm BAHAN 0.250 m3 Batu bata 77.000 kg Semen portland 0.130 m3 Pasir pasang 0.020 m3 Batu kerikil 2.600 kg Besi beton TENAGA 0.473 OH Tukang Batu 1.420 OH Pekerja 0.0470 OH Kepala Tukang 0.071 OH Mandor @ @ @ @ Rp Rp Rp Rp Total Rp 0.090 m3 Pasir beton @ @ @ @ @ @ Rp Rp Rp Rp Rp Rp -

65

Analisa SNI 2007

Memasang 1 buah bak kontrol pasangan batu bata ukuran (60 x 60) cm, tinggi 65 cm BAHAN 0.371 m3 Batu bata 114.000 kg Semen portland 0.184 m3 Pasir pasang 0.033 m3 Batu kerikil 4.850 kg Besi beton TENAGA 0.720 OH Tukang Batu 2.160 OH Pekerja 0.0720 OH Kepala Tukang 0.108 OH Mandor 0.100 OH Tukang Gali @ @ @ @ @ Rp Rp Rp Rp Rp Total Rp 0.120 m3 Pasir beton @ @ @ @ @ @ Rp Rp Rp Rp Rp Rp -

65

Analisa SNI 2007

Memasang 1 m' pipa galvanis diameter 1/2" BAHAN 1.200 m' Pipa galvanis Perlengkapan TENAGA 0.090 OH Tukang Batu 0.054 OH Pekerja 0.009 OH Kepala Tukang 0.027 OH Mandor @ @ @ @ Rp Rp Rp Rp Total Rp @ @ Rp Rp Rp -

35% harga pipa

65

Analisa SNI 2007


35% harga pipa

65

Analisa SNI 2007

Memasang 1 m' pipa galvanis diameter 1" BAHAN 1.200 m' Pipa galvanis Perlengkapan TENAGA 0.090 OH Tukang Batu 0.054 OH Pekerja 0.009 OH Kepala Tukang 0.027 OH Mandor @ @ @ @ Rp Rp Rp Rp Total Rp @ @ Rp Rp Rp -

35% harga pipa

65

Analisa SNI 2007


35% harga pipa

65

Analisa SNI 2007


35% harga pipa

65

Analisa SNI 2007


35% harga pipa

65

Analisa SNI 2007

Memasang 1 m' pipa PVC type AW diameter 1/2" BAHAN 1.200 m' Pipa PVC Perlengkapan TENAGA 0.060 OH Tukang Batu 0.036 OH Pekerja 0.0060 OH Kepala Tukang 0.0018 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 3,900.00 1,620.00 450.00 15,359.75 @ @ Rp Rp 7,100.00 Rp 2,485.00 Rp 8,520.00 869.75

35% harga pipa

65

Analisa SNI 2007

Memasang 1 m' pipa PVC type AW diameter 3/4" BAHAN 1.200 m' Pipa PVC Perlengkapan TENAGA 0.060 OH Tukang Batu 0.036 OH Pekerja 0.0060 OH Kepala Tukang 0.0018 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 3,900.00 1,620.00 450.00 16,880.63 @ @ Rp Rp 8,250.00 Rp 2,887.50 Rp 9,900.00 1,010.63

35% harga pipa

65

Analisa SNI 2007

Memasang 1 m' pipa PVC type AW diameter 1" BAHAN 1.200 m' Pipa PVC Perlengkapan TENAGA 0.060 OH Tukang Batu 0.036 OH Pekerja 0.0060 OH Kepala Tukang 0.0018 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 3,900.00 1,620.00 450.00 18,990.00 @ @ Rp Rp 8,400.00 Rp 2,940.00 Rp 10,080.00 2,940.00

35% harga pipa

65

Analisa SNI 2007

Memasang 1 m' pipa PVC type AW diameter 1 1/2" BAHAN 1.200 m' Pipa PVC Perlengkapan TENAGA 0.060 OH Tukang Batu 0.036 OH Pekerja 0.0060 OH Kepala Tukang 0.0018 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 3,900.00 1,620.00 450.00 18,798.25 @ @ Rp Rp 9,700.00 Rp 3,395.00 Rp 11,640.00 1,188.25

35% harga pipa

65

Analisa SNI 2007

Memasang 1 m' pipa PVC type AW diameter 2" BAHAN 1.200 m' Pipa PVC Perlengkapan TENAGA 0.090 OH Tukang Batu 0.054 OH Pekerja 0.0090 OH Kepala Tukang 0.0027 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 5,850.00 2,430.00 675.00 32,360.00 @ @ Rp Rp 15,100.00 Rp 5,285.00 Rp 18,120.00 5,285.00

35% harga pipa

65

Analisa SNI 2007

Memasang 1 m' pipa PVC type AW diameter 2 1/2" BAHAN 1.200 m' Pipa PVC Perlengkapan TENAGA 0.060 OH Tukang Batu 0.036 OH Pekerja 0.0060 OH Kepala Tukang 0.0018 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 3,900.00 1,620.00 450.00 32,155.50 @ @ Rp Rp 19,800.00 Rp 6,930.00 Rp 23,760.00 2,425.50

35% harga pipa

65

Analisa SNI 2007

Memasang 1 m' pipa PVC type AW diameter 3 " BAHAN 1.200 m' Pipa PVC Perlengkapan TENAGA 0.135 OH Tukang Batu 0.081 OH Pekerja 0.0135 OH Kepala Tukang 0.0041 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 8,775.00 3,645.00 1,012.50 44,643.50 @ @ Rp Rp 23,600.00 Rp 8,260.00 Rp 28,320.00 2,891.00

35% harga pipa

65

Analisa SNI 2007

Memasang 1 m' pipa PVC type AW diameter 4 " BAHAN 1.200 m' Pipa PVC Perlengkapan TENAGA 0.135 OH Tukang Batu 0.081 OH Pekerja 0.0135 OH Kepala Tukang 0.0041 OH Mandor @ @ @ @ Rp Rp Rp 65,000.00 Rp 45,000.00 Rp 75,000.00 Rp Rp Total Rp 8,775.00 3,645.00 1,012.50 65,671.25 @ @ Rp Rp 39,500.00 Rp 13,825.00 Rp 47,400.00 4,838.75

35% harga pipa

1 m2 Langit-langit plywood (60x120) cm, tebal 4 mm. Bahan 0.375 Lbr Plywood 4" x 8" x 4 mm 0.030 Kg Paku Sub Jml Tenaga 0.070 OH Pekerja 0.100 OH Tukang kayu 0.010 OH Kepala Tukang 0.004 OH Mandor Sub Jml JUMLAH (a) + (b)

Rp Rp

52,500.00 24,200.00

Rp Rp Rp

19,687.50 726.00 20,413.50 3,150.00 6,500.00 750.00 10,400.00 30,813.50

Rp Rp Rp

45,000.00

Rp 65,000.00 Rp 75,000.00 Rp Rp Rp Rp

NI-H-36

1 m' pasang nok genteng metal Bahan 1.100 Bh Genteng decra bond 0.050 Kg Paku biasa 1/2" - 1" Tenaga Pekerja Tukang kayu Kepala Tukang Mandor

@ @

Rp Rp

39,750.00

Sub Jml 0.250 0.150 0.015 0.013 OH OH OH OH@ @ @ @ Rp Rp Rp

Rp 20,700.00 Rp Rp

43,725.00 1,035.00 44,760.00 11,250.00 9,750.00 1,125.00 22,125.00 66,885.00

45,000.00

Rp Rp 75,000.00 Rp Rp65,000.00

Sub Jml JUMLAH (a) + (b) 1 m2 pasang atap genteng metal (roof) a. Bahan 1.020 Lbr Genteng metal roof 0.200 Kg Paku seng 2" - 5" b. Tenaga 0.200 0.100 0.010 0.001

NI-H-32

@ @

Rp Rp

72,850.00

Sub Jml OH OH OH OH Pekerja Tukang kayu Kepala Tukang Mandor@ @ @ @ Rp Rp Rp Rp

Rp 29,500.00 Rp Rp

74,307.000 5,900.000 80,207.000 9,000.000 6,500.000 750.000 16,250.00 96,457.00

45,000.00

Rp 65,000.00 Rp 75,000.00 Rp Rp -

Sub Jml JUMLAH (a) + (b) 1 buah pasang kunci tanam biasa Bahan 1.000 Bh kunci tanam biasa

NI-L-2 a.

@

Rp

90,000.00

Rp

90,000.00

Sub Jml b. Tenaga 0.010 0.500 0.010 0.005 Oh Oh Oh Oh Pekerja Tukang Kayu Kepala Tukang Mandor Rp 45,000.00 Rp 65,000.00 @ Rp 75,000.00 @ Rp Sub Jml JUMLAH (a) + (b)@ @

Rp Rp Rp Rp Rp

90,000.00 450.00 32,500.00 750.00 33,700.00 123,700.00

NI-L-5 a.

1 buah pasang engsel pintu Bahan 1.000 Bh Engsel pintu

Rp Sub Jml@ @

19,400.00

Rp Rp Rp Rp Rp Rp

19,400.00 19,400.00 675.00 9,750.00 1,125.00 11,550.00 30,950.00

b. 0.015 0.150 0.015 0.00075 Oh Oh Oh Oh Pekerja Tukang Kayu Kepala Tukang Mandor Rp 45,000.00 @ Rp 65,000.00 @ Rp 75,000.00 @ Rp Sub Jml JUMLAH (a) + (b)

NI-L-6 a.

1 buah pasang engsel jendela kupu-kupu Bahan 1.000 Bh Engsel jendela Tenaga 0.010 0.100 0.010 0.0005

Rp Sub Jml@ @

7,300.00

Rp Rp Rp Rp Rp Rp

7,300.000 7,300.000 450.000 6,500.000 750.000 7,700.00 15,000.00

b.

Oh Oh Oh Oh

Pekerja Tukang Kayu Kepala Tukang Mandor

Rp 45,000.00 @ Rp 65,000.00 @ Rp 75,000.00 @ Rp Sub Jml JUMLAH (a) + (b)

NI-L-9 a.

1 buah pasang kait angin Bahan 1.000 Bh Kait angin Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor

@ Rp Sub Jml @

9,700.00

Rp Rp Rp Rp Rp Rp

9,700.00 9,700.00 675.00 9,750.00 1,125.00 11,550.00 21,250.00

b. 0.015 0.150 0.015 0.00075 Oh Oh Oh Oh

Rp 45,000.00 @ Rp 65,000.00 @ Rp 75,000.00 @ Rp Sub Jml JUMLAH (a) + (b)

DAFTAR HARGA BARANG DAN UPAH KERJAPROYEK PEKERJAAN LOKASI TAHUN ANGGARAN NO 1 1 2 3 4 5 6 7 8 9 A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 B 1 2 3 4 5 6 7 8 C 1 2 3 4 5 6 7 : REHABILITASI SARANA & PRASARANA GEDUNG PLN RAPPANG : PEMBANGUNAN RUMAH DINAS PLN BARRU : KABUPATEN BARRU : 2010 U R A I A N 2 Mandor Kepala Tukang Tukang Listrik Tukang Kayu Tukang Batu Tukang Besi Tukang Cat Tukang Gypsum Pekerja BAHAN DASAR Tanah urug Pasir Urug Pasir pasang Pasir beton Batu belah gunung Batu bata Terwang/loster Koral Beton/Batu Pecah 1 - 2 cm Batu Kerikil Bulat 1 - 2 cm Paving Blok Biasa Paving Blok Warna Sirtu Semen Portland Tonasa @40 kg Semen Portland Tonasa Semen Warna Pohon Palm Ijuk BAHAN LANTAI Keramik Warna 40 x 40 cm Keramik Warna 30 x 30 cm Keramik Warna 20 x 20 cm Marmer Granite Tile 40 x 40 cm Granite Tile 60 x 60 cm ex. BELLA GRESS Plint Keramik 10 x 30 cm Batu Alam Andesit BAHAN KAYU Dolken Papan kayu Bayam Balok kayu Bayam Papan kayu klas II Balok kayu klas II Papan kayu Klas III Balok kayu Klas III SAT 3 mH mH mH mH mH mH mH mH mH m3 m3 m3 m3 m3 Bh Bh m3 m3 bh bh m3 Zak kg Kg bh kg m2 m2 m2 m2 m2 m2 bh m2 Btg m3 m3 m3 m3 m3 m3 Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp UPAH / HARGA 4 100,000.00 75,000.00 65,000.00 65,000.00 65,000.00 65,000.00 65,000.00 65,000.00 45,000.00 122,000.00 103,000.00 110,500.00 115,800.00 87,500.00 750.00 5,000.00 219,170.00 200,000.00 1,700.00 2,300.00 149,000.00 45,000.00 1,125.00 1,900.00 300,000.00 120,000.00 52,500.00 48,500.00 45,000.00 250,000.00 90,000.00 162,500.00 2,000.00 179,300.00 12,500.00 14,500,000.00 13,900,000.00 5,700,000.00 5,400,000.00 3,700,000.00 2,700,000.00

NO 1 D 1 2 3 4 5 6 7 8 9 10 11 12 E 1 2 3 4 5 6 7 8 9 F 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 G 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

U R A I A N 2 BAHAN LANGIT-LANGIT Gypsum Board 9 mm Calciboard 4 mm Pladond Gypsum Board+Rangka Hollow Terpasang Tripleks 1220 x 2440 x 3 mm Tripleks 1220 x 2440 x 4 mm Tripleks 1220 x 2440 x 6 mm Multipleks 1220 x 2440x 9 mm Multipleks 1220 x 2440x 15 mm Plywood 1220 x 2440 x 3 mm List profil 1x4 List profil List profil gipsum lebar 15 cm BAHAN ATAP Atap Spandek Seng BJLS 0,20 Seng BJLS 0,28 Genteng Keramik Nok Genteng Keramik Karet Alas Atap Genteng metal 2 x 5 Nok Genteng metal Rangka baja ringan BAHAN BESI Kawat beton Besi beton polos Kusen Aluminium 4" Frame Aluminium 4" Besi Hollow 2x4 medium B panjang 6 m Besi Hollow 5x5 medium B panjang 6 m Paku biasa Paku seng paku tripleks Paku sekrup 3 1/2" Paku sekrup 4" Besi Strip Railing Stainless Stell Pintu Stainless Stell Aluminium Kotak Pintu PVC BAHAN CAT Plamir tembok Plamir Kayu Cat dasar kayu Cat dasar Cat tembok dalam MOWILEX Cat tembok luar MOWILEX Dempul Cat kayu Avian Meni Cat besi Cat atas seng Ex Aga Pelapis Anti Bocor No Drops Minyak cat Kalsium Soda api Lem fox/ lem kayu Kuas biasa 3 cm Kuas biasa 4" Kuas biasa 5 cm Kuas Roll

SAT 3

UPAH / HARGA 4

Lbr Lbr m2 Lbr Lbr Lbr Lbr Lbr Lbr m' m' m' m2 Kk Kk bh bh m2 Lbr Lbr m2 Kg Kg m' m' batang batang Kg Kg Kg Kg Kg Kg m1 Bh m1 m2 Kg Kg Kg Kg Liter Liter Liter Kg Kg Kg Kg Kg liter Kg Kg Kg Bh Bh Bh Bh

Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

64,900.00 63,000.00 135,000.00 48,050.00 52,500.00 80,550.00 125,550.00 180,000.00 106,600.00 9,500.00 14,500.00 21,800.00 31,250.00 6,550.00 11,500.00 9,250.00 20,750.00 6,300.00 72,850.00 39,750.00 203,500.00 14,500.00 12,000.00 90,000.00 95,000.00 155,000.00 265,000.00 20,700.00 29,500.00 24,200.00 6,875.00 7,260.00 13,500.00 290,800.00 726,900.00 63,700.00 450,000.00 6,500.00 6,700.00 21,750.00 17,350.00 37,800.00 47,500.00 18,900.00 42,000.00 11,300.00 26,700.00 19,400.00 37,800.00 10,800.00 4,800.00 4,800.00 33,900.00 10,200.00 12,600.00 15,500.00 17,000.00

NO 1 21 22 23 24 25 26 27 28 H 1 2 3 4 5 6 7 8 9 10 11 12 13

U R A I A N 2 Amplas halus Amplas kasar Meni besi Meni kayu Minyak bekisting Water Proofing ex. Lemkra Lem Kayu Residu BAHAN PENGGANTUNG Kunci Pintu Kunci tanam kamar mandi 1x slag Kunci pintu tanam standard Kunci pintu tanam ada kaca stainless stell Door Holder Engsel pintu Engsel Jendela Engsel pintu kaca Aluminium Engsel jendela kaca Aluminium Handle Tarik Pintu 2 Daun Door Closer Door stop Rel pintu dorong

SAT 3 Lbr Lbr Kg Kg Ltr m2 Kg Kg Bh Bh Bh Bh Bh Bh Bh Bh Bh ps Bh Bh m1 Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

UPAH / HARGA 4 6,300.00 6,300.00 18,900.00 18,900.00 7,300.00 25,000.00 30,000.00 63,000.00 140,500.00 52,300.00 90,000.00 290,800.00 174,500.00 19,400.00 7,300.00 145,400.00 63,000.00 266,500.00 232,600.00 58,200.00 19,400.00

NO 1 14 15 I 1 2 3 4 5 6 J 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 K 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27

U R A I A N 2 Hak Angin Kunci Jendela BAHAN KACA Kaca bening 5 mm Kaca Panasap 5 mm Kaca Rayben 5 mm Kaca Buram 5 mm Kaca naco Lengkap teralis Lem sealent BAHAN INSTALASI LISTRIK Pekerjaan Instalasi Listrik Lengkap Kabel, Conduit + Acc. Lampu Kotak Lampu Dinding Lampu PLC 18 Watt Lampu TL 2x40 watt + philips light Lampu PLC 23 Watt Lampu TL 20 watt Lampu TL 1 x 20 Watt Lampu TL 2 x 20 Watt Lampu TL 1 x 40 Watt Lampu TL 2 x 40 Watt Lampu XL Downlight 10 watt Lampu Ref oirror Tl 2x20 watt Lampu DL 40 watt Philips Lampu DL 20 watt Philips Lampu RN 2x18 Watt Lampu RN 4x18 Watt Spotlighting Sont. 40 Watt Uplighting Sont. 40 Watt Lampu Halogen 150 whatt Philips Saklar Ganda ex. Broco Saklar Engkel ex. Broco Stop kontak ex. Broco Sekring Box MCB 63A3o Merling Gering MCB 50 A3o Merling Gering MCB 20 A3o Merling Gering MCB 6 A 1 o Merling Gering MCB 4 A 1 o Merling Gering Kabel NYK 1,5 mm2 Eterna Kabel NYK 2,5 mm2 Kabel NYK 2 x 1,5 mm2 Kabel NYK 2 x 2,5 mm2 Kabel NYY 2x 4 mm2 NBF 250 A 3 o Ex. Merylin Gering NBF 160 A 3 o Ex. Merylin Gering NBF 75 A 3 o Ex. Merling Gering Panel Lantai 30x40 cm2 standar Panel Lantai 40x50 cm2 standar Panel Lantai 40x60 cm2 standar Kawat BC 50 mm2 Kawat BC 25 mm2 Arde Ex teobaga asli Stik Klem Pompa air suour 1 PK Pedrolioc Pompa air Taoan 1 PK Pedrolioc Elektroda Ex. Tembaga Asli KWH meter BAHAN SANITER Kloset duduk monoblok KIA Kloset duduk monoblok TOTO Kloset jongkok porselin Bak fibreglass (Reservoir 600 Ltr) Wastafel dinding (keramik) Wastafel Keramik Bak Cuci Piring (Stainless) Bathub TOTO Reservoir Fiber Floor Drain Stainless Kran Dia 1/2" Jet Washer Shower Set Kran Dia3/4" AW Seal Tape Stop kran 1/2" Stop kran 3/4" Stop kran 1" Pipa PVC 1/2" AW Pipa PVC 3/4" AW Pipa PVC 1" AW Pipa PVC 1 1/2" AW Pipa PVC 2" AW Pipa PVC 2,5" AW Pipa PVC 3" AW Pipa PVC 3,5" AW Pipa PVC 4" AW

SAT 3 Bh Bh m2 m2 m2 m2 m2 Bh titik bh Set Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh set set Set Set Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh rmll rmll rmll rmll rmll Bh Bh Bh Bh Bh Bh m1 m1 Btg Bh Bh Bh Bh Btg Bh Bh Set Bh Bh Bh Bh Bh Set Bh Bh Bh Set Bh Bh Bh Bh Bh Bh m1 m1 m1 m1 m1 m1 m1 m1 m1 Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

UPAH / HARGA 4 9,700.00 11,300.00 90,600.00 181,200.00 97,500.00 111,500.00 111,500.00 77,500.00 146,000.00 325,000.00 387,700.00 43,600.00 169,600.00 48,500.00 63,000.00 60,500.00 158,125.00 89,650.00 206,250.00 48,500.00 242,300.00 94,750.00 71,750.00 145,400.00 290,800.00 678,500.00 678,500.00 74,600.00 53,300.00 40,700.00 43,600.00 53,300.00 479,800.00 460,600.00 159,900.00 37,300.00 37,300.00 189,000.00 213,200.00 436,200.00 545,200.00 266,500.00 1,172,800.00 1,172,800.00 799,600.00 319,800.00 373,200.00 426,500.00 53,300.00 26,700.00 80,000.00 1,500.00 2,400.00 3,198,500.00 3,198,500.00 319,800.00 484,600.00 630,000.00 1,850,000.00 176,750.00 823,800.00 726,900.00 436,200.00 400,000.00 4,361,500.00 867,500.00 174,500.00 36,750.00 116,300.00 436,200.00 19,400.00 2,500.00 29,300.00 42,600.00 69,300.00 7,100.00 8,250.00 8,400.00 9,700.00 15,100.00 19,800.00 23,600.00 31,800.00 39,500.00

RENCANA ANGGARAN BIAYA (RAB) PEKERJAAN LOKASI TAHUN ANGGARAN NO. I. 1 2 II. 1 2 3 4 5 6 7 III 1 2 3 IV 1 2 V 1 2 3 4 NO. VI 1 2 3 4 5 VII 1 2 3 VIII 1 VIII 1 2 3 4 : : : RUANG KELAS BANTAENG 2012 VOL. 1.00 1.00 SAT. Ls Ls HARGA SATUAN 100,000.00 200,000.00 JUMLAH 100,000.00 200,000.00 300,000.00 2,399,025.00 248,100.00 459,873.00 2,237,220.00 9,860,130.00 2,128,710.00 20,109,876.70 37,442,934.70 6,920,498.75 8,059,315.00 5,058,285.16 20,038,098.91 18,269,645.10 11,871,984.60 30,141,629.70 1,706,433.75 7,800,840.00 3,340,980.00 18,980,500.00 31,828,753.75 JUMLAH 18,718,420.00 10,935,360.00 3,628,402.35 26,390,635.20 1,337,700.00 61,010,517.55 6,926,806.25 1,902,733.63 899,192.00 9,728,731.88 20,198,712.27 20,198,712.27 247,400.00 371,400.00 1,320,000.00 935,000.00 2,873,800.00

URAIAN PEKERJAAN PEKERJAAN PERSIAPAN Pembersihan awal Pemasangan Bowplank PEKERJAAN TANAH & PONDASI Galian tanah untuk pondasi Urugan kembali galian pondasi Urugan pasir dibawah pondasi Urugan pasir dibawah lantai Urugan tanah dibawah lantai Pasangan batu kosong Pasangan batu kali 1 : 5 PEKERJAAN BETON Sloof 10/15 Ring balok 10/15 Kolom praktis 15x15 PEKERJAAN PASANGAN DINDING DAN Pasangan dinding bata 1 : 5 Plesteran dinding 1 : 5 PEKERJAAN KOSEN PINTU / JENDELA Kosen pintu Kosen jendela Daun pintu Daun jendela URAIAN PEKERJAAN PEKERJAAN ATAP Kuda-kuda kayu klas I Gording kayu klas II ukuran 5/10 Listplank papan kayu klas I ukuran 2/30 Pasang atap genteng metal Pek. bubungan genteng metal PEKERJAAN PLAFOND Rangka plafond 60x120 cm Plafond tripleks List profil kayu 5/5 PEKERJAAN KERAMIK Lantai keramik uk. 30 x 30 cm (kw. I) PEKERJAAN PENGGANTUNG Kunci Tanam Engsel Pintu Engsel jendela Hak Angin

66.18 16.54 3.33 16.20 56.70 10.00 44.02

M3 M3 M3 M3 M3 M3 M3

36,250.00 15,000.00 138,100.00 138,100.00 173,900.00 212,871.00 456,835.00

79.00 92.00 71.40

M1 M1 M1

87,601.25 87,601.25 70,844.33

200.90 401.80

M2 M2

90,939.00 29,547.00

0.21 0.96 6.21 34.51 VOL. 1.00 1.60 20.21 273.60 20.00

M3 M3 M2 M2 SAT. M3 M3 M2 M2 M1

8,125,875.00 8,125,875.00 538,000.00 550,000.00 HARGA SATUAN 18,718,420.00 6,834,600.00 179,535.00 96,457.00 66,885.00

61.75 61.75 56.00

M2 M2 M1

112,175.00 30,813.50 16,057.00

162.00

M2

124,683.41

2.00 12.00 88.00 44.00

Bh Bh Bh Bh

123,700.00 30,950.00 15,000.00 21,250.00

IX 1 2 3 4 5 X 1 2 3 4 5 XI 1 2 3

PEKERJAAN SANITASI Spetiktank Kloset Jongkok Piapa PVC 3" Piapa PVC 3/4" Kran 1/2" PEKERJAAN INSTALASI LISTRIK Instalasi titik lampu penerangan Lampu TL Jarum Phillip 20 Watt Stop kontak Saklar ganda Box MCB PEKERJAAN PENGECATAN / FINISHING Pengecatan tembok Pengecatan plafond tripleks Pengecatan kayu kosen, daun pintu, daun jendela, dan listplank

1.00 2.00 2.00 2.00 2.00

Bh Bh Btg Btg Bh

200,000.00 176,750.00 23,600.00 8,250.00 36,750.00

200,000.00 353,500.00 47,200.00 16,500.00 73,500.00 690,700.00 2,400,000.00 504,000.00 87,200.00 106,600.00 159,900.00 3,257,700.00 7,926,509.50 1,362,668.13 1,685,074.30 10,974,251.93

8.00 8.00 2.00 2.00 1.00

Titik Bh Bh Bh Bh

300,000.00 63,000.00 43,600.00 53,300.00 159,900.00

401.80 61.75 76.36

M2 M2 M2

19,727.50 22,067.50 22,067.50

REKAPITULASI RAB PEKERJAAN LOKASI TAHUN ANGGARAN NO. I II III IV V VI VII VIII IX X XI : : : RUANG KELAS BANTAENG 2012 JUMLAH HARGA Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. 300,000.00 37,442,934.70 20,038,098.91 30,141,629.70 31,828,753.75 61,010,517.55 9,728,731.88 20,198,712.27 2,873,800.00 3,257,700.00 10,974,251.93

URAIAN PEKERJAAN PEKERJAAN PERSIAPAN PEKERJAAN TANAH & PONDASI PEKERJAAN BETONPEKERJAAN PASANGAN DINDING DAN PLESTERA

PEKERJAAN KOSEN PINTU / JENDELA PEKERJAAN ATAP PEKERJAAN PLAFOND PEKERJAAN KERAMIK PEKERJAAN PENGGANTUNG PEKERJAAN INSTALASI LISTRIK PEKERJAAN PENGECATAN / FINISHING

J U M L A H ( I s/d XI ) DIBULATKAN

= Rp. Rp.

227,795,130.68

TERBILANG:

SERATUS DUA PULUH JUTA SERATUS SEPULUH RIBU RUPIAH

Enrekang , 30 Desember 2011 DIBUAT OLEH,

RAMLI SAKARIA , S.Pd

RENCANA ANGGARAN BIAYA (RAB) PEKERJAAN LOKASI TAHUN ANGGARAN NO. I. 1 II. 1 2 3 3 4 1 2 III 1 2 3 IV 1 2 V 1 2 3 NO. VI 1 2 3 4 VII 1 2 3 VIII 1 : : : . . . VOL. 1.00 SAT. Ls Upah HARGA SATUAN 100,000.00 Bahan JUMLAH 100,000.00 100,000.00 43,875.00 125,671.00 718,120.00 1,808,560.00 173,013.75 505,050.00 3,374,289.75 16,029.00 26,550.60 15,313.50 57,893.10 1,502,715.00 2,877,900.00 4,380,615.00 1,000,000.00 2,500,000.00 3,300,000.00 6,800,000.00 JUMLAH 3,007,224.00 44,883.75 2,068,680.86 5,120,788.61 6,926,806.25 1,902,733.63 899,192.00 9,728,731.88 6,483,537.27 6,483,537.27 36,250.00 Rp 424,125.000 Rp Rp Rp Rp Rp 408,124.080 Rp 1,573,549.250 Rp 2,405,798.330 Rp Rp Rp Rp 52,299.975 86,630.215 71,825.026 210,755.216

URAIAN PEKERJAAN PEKERJAAN PERSIAPAN Pembersihan awal PEKERJAAN TANAH & PONDASI Galian tanah untuk pondasi Urugan kembali galian pondasi Urugan pasir dibawah pondasi Urugan pasir dibawah lantai Urugan tanah dibawah lantai Pasangan batu kosong Pasangan batu kali 1 : 5 PEKERJAAN BETON Sloof 10/15 Ring balok 10/15 Kolom praktis 12/12 (225 Kg besi) PEKERJAAN PASANGAN DINDING DAN Pasangan dinding bata 1 : 5 Plesteran dinding + Penebalan + Profil 1 : 5 PEKERJAAN KOSEN PINTU / JENDELA Kosen + daun pintu Kosen + daun jendela 70x80 Kosen + daun jendela 70x100

11.700 2.925

0.91 5.20 10.40 2.73 4.55

M3 3 M M3 M3 M3 M3 3 M

15,000.00 138,100.00 138,100.00 173,900.00 63,375.00 111,000.00

Rp Rp

149,496.00 345,835.00

0.78 1.29 1.23

M3 M3 3 M

20,550.00 20,550.00 12,450.00

Rp Rp Rp

67,051.25 67,051.25 58,394.33

72.42 144.80

M2 M2

20,750.00 19,875.00

Rp Rp

70,189.00 9,672.00

Rp 5,083,087.380 Rp 1,400,505.600 Rp 6,483,592.980 Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp #VALUE! -

1.00 5.00 6.00

Bh Bh Bh SAT. M M2 M2 M13

1,000,000.00 500,000.00 550,000.00 HARGA SATUAN 6,834,600.00 179,535.00 16,178.00

URAIAN PEKERJAAN VOL. PEKERJAAN ATAP Gording + Ikatan angin kayu klas II ukuran 5/10 0.44 Listplank papan kayu klas I ukuran 2/30 0.25 Pasang atap seng gelombang BJLS 0,30 127.87 Pek. bubungan + Jurai seng plat BJLS 0.30 9.50 PEKERJAAN PLAFOND Rangka plafond 60x120 cm Plafond tripleks List profil kayu 5/5 PEKERJAAN KERAMIK Lantai keramik uk. 30 x 30 cm (kw. I)

61.75 61.75 56.00

M2 M2 M1

112,175.00 30,813.50 16,057.00

52.00

M2

124,683.41

IX 2 3 6 7 9 X 1 2 3

PEKERJAAN INSTALASI LISTRIK Instalasi titik lampu penerangan Lampu TL Jarum Phillip 18 Watt Stop kontak Saklar ganda Box MCB

4.00 4.00 1.00 3.00 1.00

Titik Bh Bh Bh Bh

300,000.00 63,000.00 43,600.00 53,300.00 159,900.00

1,200,000.00 252,000.00 43,600.00 159,900.00 159,900.00 1,815,400.00 2,856,542.00 1,362,668.13 196,135.94 4,415,346.07

PEKERJAAN PENGECATAN / FINISHING Pengecatan tembok + kolom + Profil 144.80 Pengecatan plafond tripleks 61.75 Pengecatan kayu kosen, daun pintu, daun jendel 8.89 jalusi dan listplank

M M2 M2

2

19,727.50 22,067.50 22,067.50

Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

-

REKAPITULASI RAB PEKERJAAN LOKASI TAHUN ANGGARAN NO. I II III IV V VI VII VIII IX X : : : . . . JUMLAH HARGA Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. 100,000.00 3,374,289.75 57,893.10 4,380,615.00 6,800,000.00 5,120,788.61 9,728,731.88 6,483,537.27 1,815,400.00 4,415,346.07

URAIAN PEKERJAAN PEKERJAAN PERSIAPAN PEKERJAAN TANAH & PONDASI PEKERJAAN BETON PEKERJAAN PASANGAN DINDING DAN PLES PEKERJAAN KOSEN PINTU / JENDELA PEKERJAAN ATAP PEKERJAAN PLAFOND PEKERJAAN KERAMIK PEKERJAAN INSTALASI LISTRIK PEKERJAAN PENGECATAN / FINISHING

J U M L A H ( I s/d XII ) PPN 10 % TOTAL PEMBULATAN

= Rp. = Rp. = Rp. = Rp.

42,276,601.67 4,227,660.17 46,504,261.84 46,504,000.00

TERBILANG:

#REF!

MAKASSAR , 5 OKTOBER 2011 DIBUAT OLEH, KONSULTAN PERENCANA CV. YASA INTI CONSULTAN

Ir. SUHARBI DS

RENCANA ANGGARAN BIAYA (RAB) PEKERJAAN LOKASI TAHUN ANGGARAN NO. I. 1 II. 1 2 3 3 4 1 2 III 1 2 3 IV 1 2 V 1 2 3 4 NO. VI 1 2 3 4 5 VII 1 2 3 VIII 1 VIII 1 2 3 5 6 : : : . . . VOL. 1.00 SAT. Ls HARGA SATUAN 100,000.00 JUMLAH 100,000.00 100,000.00 2,399,025.00 248,100.00 459,873.00 2,237,220.00 9,860,130.00 2,128,710.00 20,109,876.70 37,442,934.70 420,486.00 241,779.45 130,353.57 792,619.02 18,269,645.10 11,871,984.60 30,141,629.70 1,706,433.75 8,775,945.00 3,340,980.00 18,980,500.00 32,803,858.75 JUMLAH 18,718,420.00 10,935,360.00 3,628,402.35 26,390,635.20 1,337,700.00 61,010,517.55 6,926,806.25 1,902,733.63 899,192.00 9,728,731.88 20,198,712.27 20,198,712.27 247,400.00 371,400.00 1,320,000.00 935,000.00 2,873,800.00

URAIAN PEKERJAAN PEKERJAAN PERSIAPAN Pembersihan awal PEKERJAAN TANAH & PONDASI Galian tanah untuk pondasi Urugan kembali galian pondasi Urugan pasir dibawah pondasi Urugan pasir dibawah lantai Urugan tanah dibawah lantai Pasangan batu kosong Pasangan batu kali 1 : 5 PEKERJAAN BETON Sloof 10/15 Ring balok 10/15 Kolom praktis 25x25 PEKERJAAN PASANGAN DINDING DAN Pasangan dinding bata 1 : 5 Plesteran dinding 1 : 5 PEKERJAAN KOSEN PINTU / JENDELA Kosen pintu Kosen jendela Daun pintu Daun jendela URAIAN PEKERJAAN PEKERJAAN ATAP Kuda-kuda kayu klas I Gording,Ikatan angin kayu klas II ukuran 5/10 Listplank papan kayu klas I ukuran 2/30 Pasang atap genteng metal Pek. bubungan genteng metal PEKERJAAN PLAFOND Rangka plafond 60x120 cm Plafond tripleks List profil kayu 5/5 PEKERJAAN KERAMIK Lantai keramik uk. 30 x 30 cm (kw. I) PEKERJAAN PENGGANTUNG Kunci Tanam Engsel Pintu Engsel jendela Hak Angin

66.18 16.54 3.33 16.20 56.70 10.00 44.02

M3 M3 M3 M3 3 M M3 M3

36,250.00 15,000.00 138,100.00 138,100.00 173,900.00 212,871.00 456,835.00

4.80 2.76 1.84

M M3 M3

3

87,601.25 87,601.25 70,844.33

200.90 401.80

M M2

2

90,939.00 29,547.00

0.21 1.08 6.21 34.51 VOL. 1.00 1.60 20.21 273.60 20.00

M3 3 M M2 M2 SAT. M M3 M2 M2 M13

8,125,875.00 8,125,875.00 538,000.00 550,000.00 HARGA SATUAN 18,718,420.00 6,834,600.00 179,535.00 96,457.00 66,885.00

61.75 61.75 56.00

M2 M2 M1

112,175.00 30,813.50 16,057.00

162.00

M2

124,683.41

2.00 12.00 88.00 44.00

Bh Bh Bh Bh

123,700.00 30,950.00 15,000.00 21,250.00

IX 1 2 3 4 5 X 1 2 3

PEKERJAAN INSTALASI LISTRIK Instalasi titik lampu penerangan Lampu TL Jarum Phillip 18 Watt Stop kontak Saklar ganda Box MCB PEKERJAAN PENGECATAN / FINISHING Pengecatan tembok Pengecatan plafond tripleks Pengecatan kayu kosen, daun pintu, daun jendela, dan listplank

8.00 8.00 2.00 2.00 1.00

Titik Bh Bh Bh Bh

300,000.00 63,000.00 43,600.00 53,300.00 159,900.00

2,400,000.00 504,000.00 87,200.00 106,600.00 159,900.00 3,257,700.00 7,926,509.50 1,362,668.13 1,685,074.30 10,974,251.93

401.80 61.75 76.36

M2 2 M M2

19,727.50 22,067.50 22,067.50

REKAPITULASI RAB PEKERJAAN LOKASI TAHUN ANGGARAN NO. I II III IV V VI VII VIII IX X XI : : : . . . JUMLAH HARGA Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. 100,000.00 37,442,934.70 792,619.02 30,141,629.70 32,803,858.75 61,010,517.55 9,728,731.88 20,198,712.27 2,873,800.00 3,257,700.00 10,974,251.93

URAIAN PEKERJAAN PEKERJAAN PERSIAPAN PEKERJAAN TANAH & PONDASI PEKERJAAN BETON PEKERJAAN PASANGAN DINDING DAN PLES PEKERJAAN KOSEN PINTU / JENDELA PEKERJAAN ATAP PEKERJAAN PLAFOND PEKERJAAN KERAMIK PEKERJAAN PENGGANTUNG PEKERJAAN INSTALASI LISTRIK PEKERJAAN PENGECATAN / FINISHING

J U M L A H ( I s/d XI ) PPN 10 % TOTAL PEMBULATAN

= Rp. = Rp. = Rp. = Rp.

209,324,755.79 20,932,475.58 230,257,231.37 230,257,000.00

120005000

TERBILANG:

#REF!

Enrekang , 29 Desember 2011 DIBUAT OLEH,

RAMLI RAZAK , S.Pd

rab 3 kelas bantaeng

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