analis bow gedung &bangunan

ANALISA HARGA SATUAN PERPIPAAN 2009

1 M3 Urugan Tanah Kembali0.192 Org/hr Pekerja Rp 32,500.00 = Rp 6,240.000.019 Org/hr Mandor Rp 50,000.00 = Rp 950.00

Total = Rp 7,190.00

1 M3 Urugan Pasir0.300 Org/hr Pekerja Rp 32,500.00 = Rp 9,750.000.010 Org/hr Mandor Rp 50,000.00 = Rp 500.001.200 m3 Pasir Urug Rp 75,000.00 = Rp 90,000.00

Total = Rp 100,250.00

1 M3 Urugan Sirtu/Tanah0.250 Org/hr Pekerja Rp 32,500.00 = Rp 8,125.000.025 Org/hr Mandor Rp 50,000.00 = Rp 1,250.001.200 m3 Pasir Urug Rp 75,000.00 = Rp 90,000.00

Total = Rp 99,375.00

1 M3 Pasang Batu Kosong/ Aanstampeng1.200 Batu belah 15/20 Rp 105,000.00 = Rp 126,000.000.300 Pasir urug Rp 75,000.00 = Rp 22,500.000.780 Org/hr Pekerja Rp 32,500.00 = Rp 25,350.000.390 Org/hr Tukang batu Rp 35,000.00 = Rp 13,650.000.039 Org/hr Kepala Tukang Rp 42,500.00 = Rp 1,657.500.039 Org/hr Mandor Rp 50,000.00 = Rp 1,950.00

Total = Rp 191,107.50

Beton Cor 1:3:6/M30.94 m3 Kerikil Rp 187,000.00 = Rp 175,780.00

0.470 m3 Pasir Cor Rp 90,000.00 = Rp 42,300.00197.000 kg PC Rp 1,380.00 = Rp 271,860.00

1.650 Org/hr Pekerja Rp 32,500.00 = Rp 53,625.000.250 Org/hr Tukang Batu Rp 35,000.00 = Rp 8,750.000.025 Org/hr Kepala Tukang Batu Rp 42,500.00 = Rp 1,062.500.080 Org/hr Mandor Rp 50,000.00 = Rp 4,000.00

Total = Rp 557,377.50

1 M3 Membuat Dinding Beton Bertulang (150 Besi Kg + Begesting)0.2400 m3 Kayu Terentang Rp. 3,000,000.00 = Rp. 720,000.00 3.2000 Kg Paku Rp. 13,000.00 = Rp. 41,600.00 1.6000 ltr Minyak Begesting Rp. 5,160.00 = Rp. 8,256.00

150.0000 Kg Besi Beton Polos Rp. 12,000.00 = Rp. 1,800,000.00 2.2500 Kg Kawat Beton Rp. 13,000.00 = Rp. 29,250.00

323.0000 Kg PC Rp. 1,380.00 = Rp. 445,740.00 0.5200 m3 Pasir cor Rp. 75,000.00 = Rp. 39,000.00 0.7800 m3 Koral Beton Rp. 187,000.00 = Rp. 145,860.00 0.1600 m3 Balok Kayu untuk Perancah Rp. 4,200,000.00 = Rp. 672,000.00 2.8000 lbr Plywood Tebal 9 mm Rp. 165,600.00 = Rp. 463,680.00

24.0000 btg Dolken Ky galam 8-10 mm/4 m Rp. 8,400.00 = Rp. 201,600.00 5.6000 org/hr Pekerja Rp. 32,500.00 = Rp. 182,000.00 0.3500 org/hr Tukang Batu Rp. 35,000.00 = Rp. 12,250.00 2.6400 org/hr Tukang Kayu Rp. 33,750.00 = Rp. 89,100.00 1.0500 org/hr Tukang Besi Rp. 33,750.00 = Rp. 35,437.50 0.4000 org/hr Kepala Tukang Rp. 37,500.00 = Rp. 15,000.00 0.1930 org/hr Mandor Rp. 50,000.00 = Rp. 9,650.00

Total = Rp 4,910,423.50

m3

m3

1 M3 Membuat Pondasi Plat Beton Bertulang (150 Besi Kg + Begesting)0.2000 m3 Kayu Terentang Rp. 3,000,000.00 = Rp. 600,000.00 1.5000 Kg Paku Rp. 13,000.00 = Rp. 19,500.00 0.4000 ltr Minyak Begesting Rp. 5,160.00 = Rp. 2,064.00


323.0000 Kg PC Rp. 1,380.00 = Rp. 445,740.00 0.5200 m3 Pasir cor Rp. 75,000.00 = Rp. 39,000.00 0.7800 m3 Koral Beton Rp. 187,000.00 = Rp. 145,860.00 3.9000 org/hr Pekerja Rp. 32,500.00 = Rp. 126,750.00 0.3500 org/hr Tukang Batu Rp. 35,000.00 = Rp. 12,250.00 1.0400 org/hr Tukang Kayu Rp. 33,750.00 = Rp. 35,100.00 1.0500 org/hr Tukang Besi Rp. 33,750.00 = Rp. 35,437.50 0.2450 org/hr Kepala Tukang Rp. 37,500.00 = Rp. 9,187.50 0.1650 org/hr Mandor Rp. 50,000.00 = Rp. 8,250.00

Total = Rp 3,308,389.00

1 M3 Membuat Balok Beton Bertulang (150 Besi Kg + Begesting)0.3200 m3 Kayu Terentang Rp. 3,000,000.00 = Rp. 960,000.00 3.2000 Kg Paku Rp. 13,000.00 = Rp. 41,600.00 1.6000 ltr Minyak Begesting Rp. 5,160.00 = Rp. 8,256.00


323.0000 Kg PC Rp. 1,380.00 = Rp. 445,740.00 0.5200 m3 Pasir cor Rp. 75,000.00 = Rp. 39,000.00 0.7800 m3 Koral Beton Rp. 187,000.00 = Rp. 145,860.00 0.1200 m3 Balok Kayu Borneo Rp. 4,200,000.00 = Rp. 504,000.00 2.8000 lbr Plywood Tebal 9 mm Rp. 165,600.00 = Rp. 463,680.00

32.0000 btg Dolken Ky galam 8-10 mm/4 m Rp. 8,400.00 = Rp. 268,800.00 5.8000 org/hr Pekerja Rp. 32,500.00 = Rp. 188,500.00 0.3500 org/hr Tukang Batu Rp. 35,000.00 = Rp. 12,250.00 2.8000 org/hr Tukang Kayu Rp. 33,750.00 = Rp. 94,500.00 1.0500 org/hr Tukang Besi Rp. 33,750.00 = Rp. 35,437.50 0.4200 org/hr Kepala Tukang Rp. 37,500.00 = Rp. 15,750.00 0.1850 org/hr Mandor Rp. 50,000.00 = Rp. 9,250.00

Total = Rp 5,061,873.50

1 M3 MEMBUAT SLOOF BETON BERTULANG (200 KG BESI+BEKISTING)0.270 Kayu terentang Rp 3,000,000.00 = Rp 810,000.00 2.000 kg Paku biasa 2" - 5 " Rp 13,000.00 = Rp 26,000.00 0.600 lt Minyak bekisting Rp 5,160.00 = Rp 3,096.00

200.000 kg Besi beton polos Rp 12,000.00 = Rp 2,400,000.00 3.000 kg Kawat beton Rp 13,000.00 = Rp 39,000.00

323.000 kg PC Rp 1,380.00 = Rp 445,740.00 0.520 Pasir beton Rp 75,000.00 = Rp 39,000.00 0.780 Koral beton Rp 135,000.00 = Rp 105,300.00 4.850 org/hr Pekerja Rp 32,500.00 = Rp 157,625.00 0.350 org/hr Tukang batu Rp 35,000.00 = Rp 12,250.00 1.560 org/hr Tukang kayu Rp 33,750.00 = Rp 52,650.00 1.400 org/hr Tukang besi Rp 33,750.00 = Rp 47,250.00 0.331 org/hr Kepala tukang Rp 37,500.00 = Rp 12,412.50 0.170 org/hr Mandor Rp 50,000.00 = Rp 8,500.00

Total = Rp 4,158,823.50

1 M3 MEMBUAT KOLOM BETON BERTULANG PRAKTIS(150 KG BESI+BEKISTING)0.400 Kayu terentang Rp 3,000,000.00 = Rp 1,200,000.00 4.000 kg Paku biasa 2" - 5 " Rp 13,000.00 = Rp 52,000.00 2.000 lt Minyak bekisting Rp 5,160.00 = Rp 10,320.00


323.000 kg PC Rp 1,380.00 = Rp 445,740.00 0.520 Pasir beton Rp 75,000.00 = Rp 39,000.00 0.780 Koral beton Rp 135,000.00 = Rp 105,300.00

20.000 btg Bambu 8 - 10/4 m Rp 10,000.00 = Rp 200,000.00 7.300 org/hr Pekerja Rp 32,500.00 = Rp 237,250.00 0.350 org/hr Tukang batu Rp 35,000.00 = Rp 12,250.00 3.300 org/hr Tukang kayu Rp 33,750.00 = Rp 111,375.00 2.100 org/hr Tukang besi Rp 33,750.00 = Rp 70,875.00 0.570 org/hr Kepala tukang Rp 37,500.00 = Rp 21,375.00 0.250 org/hr Mandor Rp 50,000.00 = Rp 12,500.00

Total = Rp 4,376,485.00

m3

m3

m3

m3

m3

m3

1 M1 MEMBUAT RING BALOK BETON BERTULANG (10 X 15) CM0.003 Kayu terentang Rp 3,000,000.00 = Rp 9,000.00 0.020 kg Paku biasa 2" - 5 " Rp 13,000.00 = Rp 260.00 3.600 kg Besi beton polos Rp 12,000.00 = Rp 43,200.00 0.050 kg Kawat beton Rp 13,000.00 = Rp 650.00 5.500 kg PC Rp 1,380.00 = Rp 7,590.00 0.009 Pasir beton Rp 75,000.00 = Rp 675.00 0.015 Koral beton Rp 135,000.00 = Rp 2,025.00 0.100 org/hr Pekerja Rp 32,500.00 = Rp 3,250.00 0.033 org/hr Tukang batu Rp 35,000.00 = Rp 1,155.00 0.033 org/hr Tukang kayu Rp 33,750.00 = Rp 1,113.75 0.033 org/hr Tukang besi Rp 33,750.00 = Rp 1,113.75 0.010 org/hr Kepala tukang Rp 37,500.00 = Rp 375.00 0.005 org/hr Mandor Rp 50,000.00 = Rp 250.00

Total = Rp 70,657.50 1 M2 Pasangan Batu Merah Tebal 1/2 BATA 1PC : 4 PSR

70.000 bh Batu Merah Rp 250.00 = Rp 17,500.00 11.500 kg PC Rp 1,380.00 = Rp 15,870.00 0.043 m3 Pasir Pasang Rp 75,000.00 = Rp 3,225.00 0.320 org/hr Pekerja Rp 32,500.00 = Rp 10,400.00 0.100 org/hr Tukang Batu Rp 35,000.00 = Rp 3,500.00 0.010 org/hr Kepala Tukang Rp 37,500.00 = Rp 375.00 0.015 org/hr Mandor Rp 50,000.00 = Rp 750.00

Total = Rp 51,620.00

1 M2 PASANGAN BATU MERAH TEBAL 1/2 BATA 1PC : 6 PSR 70.000 bh Batu Merah Rp 250.00 = Rp 17,500.00 8.320 kg PC Rp 1,380.00 = Rp 11,481.60 0.049 m3 Pasir Pasang Rp 75,000.00 = Rp 3,675.00 0.320 org/hr Pekerja Rp 32,500.00 = Rp 10,400.00 0.100 org/hr Tukang Batu Rp 35,000.00 = Rp 3,500.00 0.010 org/hr Kepala Tukang Rp 37,500.00 = Rp 375.00 0.015 org/hr Mandor Rp 50,000.00 = Rp 750.00

Total = Rp 47,681.60

1 M2 PASANGAN BATU MERAH TEBAL 1/2 BATA 1PC : 3KP : 10 PSR70.000 bh Batu merah 5 x 11 x 22 cm Rp 250.00 = Rp 17,500.00

4.500 kg PC Rp 1,380.00 = Rp 6,210.00 0.050 Pasir pasang Rp 75,000.00 = Rp 3,750.00 0.015 Kapur pasang Rp 600,000.00 = Rp 9,000.00 0.320 org/hr Pekerja Rp 32,500.00 = Rp 10,400.00 0.100 org/hr Tukang batu Rp 35,000.00 = Rp 3,500.00 0.015 org/hr Mandor Rp 50,000.00 = Rp 750.00

Total = Rp 51,110.00

1 M3 Pasangan Batu kali 1:4

1.1000 m3 Batu Kali Rp 78,000.00 = Rp 85,800.00163.000 kg PC Rp 1,380.00 = Rp 224,940.00

0.5200 m3 Pasir Pasang Rp 75,000.00 = Rp 39,000.001.5000 org/hr Pekerja Rp 32,500.00 = Rp 48,750.000.6000 org/hr Tukang Batu Rp 35,000.00 = Rp 21,000.000.0600 org/hr Kepala Tukang Rp 37,500.00 = Rp 2,250.000.0750 org/hr Mandor Rp 50,000.00 = Rp 3,750.00

Total = Rp 425,490.00

1 M3 Pasangan Batu Kali 1 : 81.1000 m3 Batu Kali Rp 78,000.00 = Rp 85,800.0091.000 kg PC Rp 1,380.00 = Rp 125,580.000.5610 m3 Pasir Pasang Rp 75,000.00 = Rp 42,075.001.5000 org/hr Pekerja Rp 32,500.00 = Rp 48,750.000.6000 org/hr Tukang Batu Rp 35,000.00 = Rp 21,000.000.0600 org/hr Kepala Tukang Rp 37,500.00 = Rp 2,250.000.0750 org/hr Mandor Rp 50,000.00 = Rp 3,750.00

Total = Rp 329,205.00

m3

m3

m3

m3

m3

1 M3 Pasangan Batu kali 1:3:101.100 m3 Batu Belah 15/20 Rp 68,750.00 = Rp 75,625.000.492 m3 Pasir pasang Rp 62,500.00 = Rp 30,750.00

61.000 Kg PC Rp 1,380.00 = Rp 84,180.000.147 m3 Kapur Pasang Rp 600,000.00 = Rp 88,200.001.500 Org/hr Pekerja Rp 29,000.00 = Rp 43,500.000.600 Org/hr Tukang Batu Rp 33,750.00 = Rp 20,250.000.060 Org/hr Kepala Tukang Batu Rp 50,000.00 = Rp 3,000.000.075 Org/hr Mandor Rp 50,000.00 3,750.00

Total = Rp 349,255.00

1 M2 Pesteran 1 PC : 2 PSR TEBAL 15 mm

8.5200 kg PC Rp 1,380.00 = Rp 11,757.600.0170 m3 Pasir Pasang Rp 78,000.00 = Rp 1,326.000.2000 org/hr Pekerja Rp 32,500.00 = Rp 6,500.000.1500 org/hr Tukang Batu Rp 35,000.00 = Rp 5,250.000.0150 org/hr Kepala Tukang Rp 37,500.00 = Rp 562.500.0100 org/hr Mandor Rp 50,000.00 = Rp 500.00

Total = Rp 25,896.10



Total = Rp 22,242.40



Total = Rp 20,538.50

1 M2 Plesteran 1 PC : 8 PSR TEBAL 15 mm


Total = Rp 17,586.90

1 M2 Plesteran 1:3:100.014 m3 Pasir pasang Rp 62,500.00 = Rp 875.001.840 Kg PC Rp 1,380.00 = Rp 2,539.200.200 Org/hr Pekerja Rp 29,000.00 = Rp 5,800.000.150 Org/hr Tukang Batu Rp 33,750.00 = Rp 5,062.500.015 Org/hr Kepala Tukang Batu Rp 50,000.00 = Rp 750.000.010 Org/hr Mandor Rp 50,000.00 = Rp 500.00

Total Rp 15,526.70

1 M1 Pasang Waterstop lebar 300 mm1.050 m1 Waterstop lebar 300 cm Rp 100,000.00 Rp 105,000.000.550 Org/hr Pekerja Rp 29,000.00 Rp 15,950.000.030 Org/hr Tukang Batu Rp 33,750.00 Rp 1,012.500.003 Org/hr Mandor Rp 50,000.00 Rp 150.00

Total Rp 122,112.50

Benangan/col-colan/skoning 1 pc : 2 psr/M'0.500 kg PC Rp 1,380.00 = Rp 690.000.002 m3 Pasir Pasang Rp 62,500.00 = Rp 125.000.057 Org/hr Pekerja Rp 29,000.00 = Rp 1,653.000.038 Org/hr Tukang Batu Rp 33,750.00 = Rp 1,282.500.038 Org/hr Kepala Tukang Batu Rp 50,000.00 = Rp 1,900.000.002 Org/hr Mandor Rp 50,000.00 = Rp 100.00

Total = Rp 5,750.50

Setrikan/Siaran 1:2/m20.016 m3 Pasir Pasang Rp 62,500.00 = Rp 1,000.004.320 kg PC Rp 1,380.00 = Rp 5,961.600.150 Org/hr Pekerja Rp 29,000.00 = Rp 4,350.000.070 Org/hr Tukang Batu Rp 33,750.00 = Rp 2,362.500.007 Org/hr Kepala Tukang Batu Rp 50,000.00 = Rp 350.000.008 Org/hr Mandor Rp 50,000.00 = Rp 400.00

Total = Rp 14,424.10

1 M2 Pasang Lantai Ubin PC Abu - abu Ukuran 20 X 20 CM26.500 Bh Ubin Abu-abu 20x20 cm Rp 1,080.00 = Rp 28,620.00 10.400 Kg PC Rp 1,380.00 = Rp 14,352.00

0.014 Pasir Pasang Rp 62,500.00 = Rp 843.75 0.270 Org/Hari Pekerja Rp 29,000.00 = Rp 7,830.00 0.130 Org/Hari Tukang Batu Rp 33,750.00 = Rp 4,387.50 0.014 Org/Hari Mandor Rp 50,000.00 = Rp 675.00

Total = Rp 56,708.25

1 M3 Pasang Gording, Nok, Blk Dinding Kayu Kruing1.100 Kayu Kruing, balok Rp 5,375,000.00 = Rp 5,912,500.00 0.800 kg Rp 13,000.00 = Rp 10,400.00 4.000 org/hr Pekerja Rp 29,000.00 = Rp 116,000.00

12.000 org/hr Tukang kayu Rp 33,750.00 = Rp 405,000.00 1.200 org/hr Keala Tukang Rp 50,000.00 = Rp 60,000.00 0.200 org/hr Mandor Rp 50,000.00 = Rp 10,000.00

= Rp 6,513,900.00

1 M2 LISPLANG 3/25 Ky. Meranti0.008 Kayu Meranti,Papan Rp 5,000,000.00 = Rp 37,500.00 0.050 kg Rp 13,000.00 = Rp 650.00 0.100 org/hr Pekerja Rp 29,000.00 = Rp 2,900.00 0.200 org/hr Tukang kayu Rp 33,750.00 = Rp 6,750.00 0.020 org/hr Kepala tukang Rp 50,000.00 = Rp 1,000.00 0.005 org/hr Mandor Rp 50,000.00 = Rp 250.00

1 M' Papan Kompres 3/15 Ky. Kamper0.005 Kayu kamper, Papan Rp 7,000,000.00 = Rp 31,500.00 0.050 kg Rp 13,000.00 = Rp 650.00 0.100 org/hr Pekerja Rp 29,000.00 = Rp 2,900.00 0.100 org/hr Tukang kayu Rp 33,750.00 = Rp 3,375.00 0.010 org/hr Kepala tukang Rp 50,000.00 = Rp 500.00 0.050 org/hr Mandor Rp 50,000.00 = Rp 2,500.00

Total = Rp 41,425.00

1 M' Papan Reuter Ky. MERANTI 3/200.006 Kayu meranti, Papan Rp 5,000,000.00 = Rp 30,000.000.050 kg Rp 13,000.00 = Rp 650.000.100 org/hr Pekerja Rp 29,000.00 = Rp 2,900.000.100 org/hr Tukang kayu Rp 33,750.00 = Rp 3,375.000.010 org/hr Kepala tukang Rp 50,000.00 = Rp 500.000.050 org/hr Mandor Rp 50,000.00 = Rp 2,500.00

Total = Rp 39,925.001 M2 USUK 5/7 DAN RENG 2/3 GENTENG PRES BIASA KY. MERANTI

0.012 Kayu Meranti, balok Rp 4,250,000.00 = Rp 51,000.00 0.150 kg Rp 13,000.00 = Rp 1,950.00 0.100 org/hr Pekerja Rp 29,000.00 = Rp 2,900.00 0.100 org/hr Tukang kayu Rp 33,750.00 = Rp 3,375.00 0.010 org/hr Kepala tukang Rp 50,000.00 = Rp 500.00 0.005 org/hr Mandor Rp 50,000.00 = Rp 250.00

Total = Rp 59,975.00

M3

m3

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

1 M2 GENTENG PRESS BIASA25.000 Bh Genteng Press Biasa Rp 800.00 = Rp 20,000.00

0.150 org/hr Pekerja Rp 29,000.00 = Rp 4,350.000.075 org/hr Tukang batu Rp 33,750.00 = Rp 2,531.250.008 org/hr Kepala Tukang Rp 50,000.00 = Rp 400.000.008 org/hr Mandor Rp 50,000.00 = Rp 400.00

Total = Rp 27,681.25

1 M' BUBUNGAN SEJENIS 5.000 bh Genteng bubung press biasa Rp 3,500.00 = Rp 17,500.008.000 kg PC Rp 1,380.00 = Rp 11,040.000.032 Pasir pasang Rp 62,500.00 = Rp 2,000.000.400 org/hr Pekerja Rp 29,000.00 = Rp 928.000.200 org/hr Tukang batu Rp 33,750.00 = Rp 13,500.000.020 org/hr Kepala tukang Rp 50,000.00 = Rp 10,000.000.002 org/hr Mandor Rp 50,000.00 = Rp 1,000.00

Total = Rp 55,968.00

1 M2 DAUN PINTU PANIL ISIAN PLAYWOOD 8 mm RANGKA Ky. KAMPER0.020 m3 Kayu Kamper,papan Rp 7,000,000.00 = Rp 137,200.00 1.000 m2 Playwood 4' x 3' x 8 mm Rp 165,600.00 = Rp 165,600.00 0.300 Kg Lem Rp 8,000.00 = Rp 2,400.00 0.030 Kg Paku biasa 1/2" - 1" Rp 13,000.00 = Rp 390.00 0.600 org/hr Pekerja Rp 29,000.00 = Rp 17,400.00 2.000 org/hr Tukang Kayu Rp 33,750.00 = Rp 67,500.00 0.200 org/hr Kepala Tukang Rp 50,000.00 = Rp 10,000.00 0.030 org/hr Mandor Rp 50,000.00 = Rp 1,500.00

Total = Rp 401,990.00

1 M2 PASANG PINTU DAN JENDELA KACA KAYU KAMPER0.035 Kayu kamper, papan Rp 7,000,000.00 = Rp 245,000.00 0.800 org/hr Pekerja Rp 29,000.00 = Rp 23,200.00 2.000 org/hr Tukang kayu Rp 33,750.00 = Rp 67,500.00 0.200 org/hr Kepala tukang Rp 50,000.00 = Rp 10,000.00 0.040 org/hr Mandor Rp 50,000.00 = Rp 2,000.00

Total = Rp 347,700.00

PASANG KUNCI TANAM 2X PUTAR1.000 BH Kunci Tanam Biasa Rp 65,000.00 = Rp 65,000.00 0.010 Org/Hari Pekerja Rp 29,000.00 = Rp 290.00 0.500 Org/Hari Tukang Kayu Rp 33,750.00 = Rp 16,875.00 0.005 Org/Hari Mandor Rp 50,000.00 = Rp 250.00

Total = Rp 82,415.00

PASANG GRENDEL BIASA1.000 BH Grendel Biasa Rp 20,000.00 = Rp 20,000.00 0.020 Org/Hari Pekerja Rp 29,000.00 = Rp 580.00 0.200 Org/Hari Tukang Kayu Rp 33,750.00 = Rp 6,750.00 0.001 Org/Hari Mandor Rp 50,000.00 = Rp 50.00

Total = Rp 27,380.00

PASANG ENGSEL PINTU1.000 BH Engsel Pintu Rp 10,000.00 = Rp 10,000.00 0.015 Org/Hari Pekerja Rp 29,000.00 = Rp 435.00 0.150 Org/Hari Tukang Kayu Rp 33,750.00 = Rp 5,062.50 0.001 Org/Hari Mandor Rp 50,000.00 = Rp 40.00

Total = Rp 15,537.50

PASANG ENGSEL JENDELA1.000 BH Engsel Jendela Rp = Rp - 0.010 Org/Hari Pekerja Rp 29,000.00 = Rp 290.00 0.100 Org/Hari Tukang Kayu Rp 33,750.00 = Rp 3,375.00

0.0005 Org/Hari Mandor Rp 50,000.00 = Rp 25.00 Total = Rp 3,690.00

Pasang Hak Angin/ Pasang1.000 Psg Hak Angin Rp 8,500.00 = Rp 8,500.00 0.010 Org/Hari Pekerja Rp 29,000.00 = Rp 290.00 0.100 Org/Hari Tukang Kayu Rp 33,750.00 = Rp 3,375.00


m3

m3

1 M2 PASANG RANGKA PLAFOND (1,00 x 1,00) m, KAYU MERANTI 4/60.012 Kayu Meranti, balok Rp 4,250,000.00 = Rp 51,000.00 0.100 kg Rp 13,000.00 = Rp 1,300.00 0.150 org/hr Pekerja Rp 29,000.00 = Rp 4,350.00 0.250 org/hr Tukang kayu Rp 33,750.00 = Rp 8,437.50 0.075 org/hr Mandor Rp 50,000.00 = Rp 3,750.00

Total = Rp 68,837.50

1 M2 LANGIT-LANGIT ASBES (1,00 x 1,00) m, Tebal 3,5 mm1.100 lbr Pelat asbes tebal 3,5 mm Rp 8,400.00 = Rp 9,240.00 0.010 kg Paku Rp 13,000.00 = Rp 130.00 0.030 org/hr Pekerja Rp 29,000.00 = Rp 870.00 0.070 org/hr Tukang kayu Rp 33,750.00 = Rp 2,362.50 0.002 org/hr Mandor Rp 50,000.00 = Rp 75.00

Total = Rp 12,677.50

1 M' PASANG LIST ETERNIT 1/5 KY. MERANTI0.001 m3 Ky. Meranti,Papan Rp 4,250,000.00 = Rp 2,125.00 0.010 kg Rp 8,400.00 = Rp 84.00 0.050 org/hr Pekerja Rp 29,000.00 = Rp 1,450.00 0.050 org/hr Tukang kayu Rp 33,750.00 = Rp 1,687.50 0.003 org/hr Mandor Rp 50,000.00 = Rp 150.00

Total = Rp 5,496.50

1 Bh Pasang Titik Lampu + Bolam1.000 bh Bolam Lampu Rp 45,000.00 = Rp 45,000.00 1.000 bh Titik Lampu Rp 40,000.00 = Rp 40,000.00 0.125 org/hr Tukang listrik Rp 33,750.00 = Rp 4,218.75 0.020 org/hr Pekerja Rp 29,000.00 = Rp 580.00

Total = Rp 89,798.75

1 Bh Pasang Saklar Ganda1.000 bh Saklar Ganda Rp 33,750.00 = Rp 33,750.00 0.125 org/hr Tukang listrik Rp 33,750.00 = Rp 4,218.75 0.020 org/hr Pekerja Rp 29,000.00 = Rp 580.00

Total = Rp 38,548.75

1 M2 PENGECATAN TEMBOK BARU ( 1 LAPIS PLAMIR, 1 LAPIS CAT-DASAR, 2 LAPIS CAT PENUTUP ) DENGAN CAT MUTU BAIK SETARA CATILAC

0.100 Lbr Ampelas Rp 4,200.00 = Rp 420.00 0.100 Kg Plamir Rp 16,650.00 = Rp 1,665.00 0.100 Kg Cat Dasar Rp 25,000.00 = Rp 2,500.00 0.260 Kg Cat Penutup 2X Rp 25,000.00 = Rp 6,500.00 0.020 Org/Hari Pekerja Rp 29,000.00 = Rp 580.00 0.063 Org/Hari Tukang Cat Rp 33,750.00 = Rp 2,126.25


1 M2 MENGECAT ETERNIT/PLAFOND BARU 0.060 Kg Cat Tembok Rp 25,000.00 = Rp 1,500.00 0.010 Bh Kuas Rp 10,500.00 = Rp 105.00 0.002 M3 Perancah Kayu Rp 3,000,000.00 = Rp 6,000.00 0.020 Org/Hari Pekerja Rp 29,000.00 = Rp 580.00 0.200 Org/Hari Tukang Cat Rp 33,750.00 = Rp 6,750.00 0.010 Org/Hari Mandor Rp 50,000.00 = Rp 500.00

Total = Rp 15,435.00

m3

Paku biasa 2" - 5"

Paku biasa 2" - 5"

1 M2 PENGECATAN PERMUKAAN BESI DENGAN MENIE BESI,CAT BESI0.100 Kg Meni Besi Rp 18,000.00 = Rp 1,800.00 0.800 Kg Cat besi Rp 48,500.00 = Rp 38,800.00 0.010 Ltr Minyak Cat Rp 23,125.00 = Rp 231.25 0.010 Kg Kuas Rp 10,500.00 = Rp 105.00 0.020 Org/Hari Pekerja Rp 29,000.00 = Rp 580.00 0.200 Org/Hari Tukang Cat Rp 33,750.00 = Rp 6,750.00


1 m' Pasang Kawat Berduri1.100 M' Kawat Berduri Rp 3,500.00 = Rp 3,850.00 0.060 Org/Hari Pekerja Rp 29,000.00 = Rp 1,740.00 0.006 Org/Hari Tukang Besi Rp 33,750.00 = Rp 202.50


1 bh Pasang Engsel Besi1.000 bh Engsel Rp 43,750.00 = Rp 43,750.00 0.060 Org/Hari Tukang Besi Konstruksi Rp 33,750.00 = Rp 2,025.00 0.006 Org/Hari Pekerja Rp 29,000.00 = Rp 174.00


Pemasangan buis beton U 20 cm : 1 m'1.1000 m' Buis Beton U 20 cm Rp. 20,625.00 = Rp. 22,687.50 4.0000 bh Bata Merah Rp. 250.00 = Rp. 1,000.00 0.9200 kg Semen/PC Rp. 1,000.00 = Rp. 920.00 0.0240 m3 Pasir urug Rp. 65,000.00 = Rp. 1,560.00 0.0560 m3 Pasir pasang Rp. 75,000.00 = Rp. 4,200.00 0.1400 org/hr Pekerja Rp. #REF! = Rp. #REF!0.0700 org/hr Tukang Batu Rp. #REF! = Rp. #REF!0.0070 org/hr Kepala Tukang Rp. #REF! = Rp. #REF!0.0070 org/hr Mandor Rp. #REF! = Rp. #REF!

Total = Rp. #REF!

Pengadaan/ Penurunan dan Pemasangan Tangki Fiberglas 3 M3/buah0.010 org/hr Mandor Rp. #REF! = Rp #REF!0.030 org/hr tukang Pipa Rp. #REF! = Rp #REF!0.080 org/hr Pekerja Rp. #REF! = Rp #REF!1.000 Bh Tangki Fiber Glas 3 M3 Rp. 3,850,000.00 = Rp 3,850,000.00

1 Bh Ongkos Angkut Rp. 50,000.00 = Rp 50,000.00 Total = Rp. #REF!

Pengadaan Pemasangan Kapasitor 15 KVAR/415 VoltManual0.010 Org Mandor Rp. #REF! = Rp. #REF!0.030 Org Tukang Listrik Rp. #REF! = Rp. #REF!0.080 Org Pekerja Rp. #REF! = Rp. #REF!1.000 Bh Kapasitor 15 KVAR/415 VOLT Rp. 7,000,000.00 = Rp. 7,000,000.00

Total = Rp. #REF!

Pengadaan Pemasangan Soft Start PST23000 VA0.010 Org Mandor Rp. #REF! = Rp. #REF!0.030 Org Tukang Listrik Rp. #REF! = Rp. #REF!0.080 Org Pekerja Rp. #REF! = Rp. #REF!1.000 Bh Soft Start,PST 23000 VA Rp. 9,350,000.00 = Rp. 9,350,000.00

Total = Rp. #REF!Pasang Angker Besi : 1 Bh

1.000 bh Angker Besi Rp 8,500.00 = Rp 8,500.00 0.060 Org/Hari Tukang Besi Konstruksi Rp #REF! = Rp #REF!0.006 Org/Hari Pekerja Rp #REF! = Rp #REF!

0.0003 Org/Hari Mandor Rp #REF! = Rp #REF!Total = Rp #REF!

BondowosoKEPALA DINAS PERMUKIMAN

KABUPATEN BONDOWOSO

EDDY PRAMONONIP. 510 117 191

Pasang Dinabol : 1 Bh1.000 bh Dinabol Rp 4,500.00 = Rp 4,500.00 0.060 Org/Hari Tukang Batu Rp #REF! = Rp #REF!0.006 Org/Hari Pekerja Rp #REF! = Rp #REF!


Pasang Well Head : 1 Bh0.010 Org/hr Mandor Rp #REF! = Rp #REF!0.030 Org/hr Tukang Pipa Rp #REF! = Rp #REF!0.080 Org/hr Pekerja Rp #REF! = Rp #REF!1.000 Bh Well Head Rp 397,000.00 = Rp 397,000.00

Total = Rp #REF!

Pemasangan Douple Naple : 1Bh0.0800 org/hr Pekerja Rp. #REF! = Rp. #REF!0.0300 org/hr Tukang pipa Rp. #REF! = Rp. #REF!0.0100 org/hr Mandor Rp. #REF! = Rp. #REF!1.0000 bh Double Naple 3/4 Rp. 3,000.00 = Rp. 3,000.00

Total = Rp. #REF!

Tiang Beton 7/1000 dAN:1 bh1.000 bh Tiang Beton 7/1000 dAN Rp 950,000.00 = Rp 950,000.00 0.060 Org/Hari Pekerja Rp #REF! = Rp #REF!0.006 Org/Hari Tukang Besi Rp #REF! = Rp #REF!


1 bh BD. Conductor 3x35 + 1x25 mm21.000 bh BD. Conductor 3x35 + 1x25 mm2 Rp 24,000.00 = Rp 24,000.00 0.060 Org/Hari Pekerja Rp #REF! = Rp #REF!0.006 Org/Hari Tukang Besi Rp #REF! = Rp #REF!


1 bh OA KAST Type VI Pakai Kaca1.000 bh OA KAST Type VI Pakai Kaca Rp 160,000.00 = Rp 160,000.00 0.060 Org/Hari Pekerja Rp #REF! = Rp #REF!0.006 Org/Hari Tukang Besi Rp #REF! = Rp #REF!


1 bh OA KAST Type III Lengkap1.000 bh OA KAST Type III Lengkap Rp 250,000.00 = Rp 250,000.00 0.060 Org/Hari Pekerja Rp #REF! = Rp #REF!0.006 Org/Hari Tukang Besi Rp #REF! = Rp #REF!


1 bh Kanal NP 1- - 1000 mm2 1.000 bh Kanal NP 1- - 1000 mm2 Rp 170,000.00 = Rp 170,000.00 0.060 Org/Hari Pekerja Rp #REF! = Rp #REF!0.006 Org/Hari Tukang Besi Rp #REF! = Rp #REF!


1 bh Beugle U 6'1.000 bh Beugle U 6' Rp 50,000.00 = Rp 50,000.00 0.060 Org/Hari Pekerja Rp #REF! = Rp #REF!0.006 Org/Hari Tukang Besi Rp #REF! = Rp #REF!


1 bh Ground Rood 2.75 mm21.000 bh Ground Rood 2.75 mm2 Rp 125,000.00 = Rp 125,000.00 0.060 Org/Hari Pekerja Rp #REF! = Rp #REF!0.006 Org/Hari Tukang Besi Rp #REF! = Rp #REF!


1 bh BC Cond 50 mm2 1.000 bh BC Cond 50 mm2 Rp 125,000.00 = Rp 125,000.00 0.060 Org/Hari Pekerja Rp #REF! = Rp #REF!0.006 Org/Hari Tukang Besi Rp #REF! = Rp #REF!


1 M Pasang tangga Besi2.000 M' Pipa GI 1 Rp. 25,000.00 = Rp. 50,000.00

0.0600 Org/Hari Tukang besi Rp #REF! = Rp #REF!0.0060 Org/Hari Pekerja Rp #REF! = Rp #REF!0.0003 Org/Hari Mandor Rp #REF! = Rp #REF!3.0000 Titik Ongkos Las Rp 2,000.00 = Rp 6,000.00

Total = Rp #REF!

Pengadaan dan pemasangan Elektroda1.000 bh Elektroda Rp 23,500.00 = Rp 23,500.00 0.006 Org/Hari Tukang Listrik Rp #REF! = Rp #REF!

0.0003 Org/Hari Mandor Rp 2,000.00 = Rp 0.60 Total = Rp #REF!

Pengadaan dan Pemasangan Kabel Power NYYHY 4 x 251.000 M Kabel Power NYYHY 4 x 25 Rp 124,000.00 = Rp 124,000.00 0.006 Org/Hari Tukang Listrik Rp #REF! = Rp #REF!


Pengadaan dan Pemasangan Kabel Power NYYHY 4 x 101.000 M Kabel Power NYYHY 4 x 10 Rp 50,000.00 = Rp 50,000.00 0.006 Org/Hari Tukang Listrik Rp #REF! = Rp #REF!


50000

1 Kg Pasang Rangka Baja1.1000 kg Besi profil baja/WF Rp. 13,000.00 = Rp. 14,300.00 0.0800 kg Meni besi Rp. 18,000.00 = Rp. 1,440.00 0.0600 org/hr Pekerja Rp. #REF! = Rp. #REF!0.0060 org/hr Tukang besi Rp. #REF! = Rp. #REF!0.0060 org/hr Kepala Tukang Rp. #REF! = Rp. #REF!0.0003 org/hr Mandor Rp. #REF! = Rp. #REF!

Total = Rp. #REF!

1 Kg Pasang Besi Siku 1.100 kg Besi Siku Rp 13,000.00 = Rp 14,300.00 0.060 Org/Hari Pekerja Rp #REF! = Rp #REF!0.006 Org/Hari Tukang Besi Rp #REF! = Rp #REF!


Pengadaan Pemasangan Klem Pengapit / Buah0.010 Org Mandor Rp. #REF! = Rp. #REF!0.030 Org tukang Pipa Rp. #REF! = Rp. #REF!0.080 Org Pekerja Rp. #REF! = Rp. #REF!1.000 Bh Klem Pengapit Rp. 25,000.00 = Rp. 25,000.00

Total = Rp. #REF!

Pasang Batu Tepi 15/20 : 1 M'0.0300 m3 Batu Belah 15/20 Rp #REF! = Rp #REF!0.0250 org/hr Pekerja Tak Terampil Rp 25,000.00 = Rp 625.00 0.0008 org/hr Kepala Tukang Rp 37,500.00 = Rp 30.00 0.0500 org/hr Pekerja Terampil Rp 25,000.00 = Rp 1,250.00 0.0025 org/hr Mandor Rp #REF! = Rp #REF!

Total = Rp #REF!

Biaya mesin Gilas 1 Bulan150.0000 jam Sewa Mesin Gilas 3 Roda, 6 - 8 tonRp 91,623.00 = Rp 13,743,450.00

5.0000 kg Stampet Rp 25,230.00 = Rp 126,150.00 20.0000 ltr Minyak Pelumas Rp 23,160.00 = Rp 463,200.00

1,000.0000 ltr Solar Rp 4,300.00 = Rp 4,300,000.00 30.0000 org/hr Pekerja Terampil Rp 25,000.00 = Rp 750,000.00 30.0000 org/hr Penjaga Rp 22,500.00 = Rp 675,000.00 30.0000 org/hr Operator Terampil Rp 37,500.00 = Rp 1,125,000.00 30.0000 org/hr Pembantu Operator Rp 33,750.00 = Rp 1,012,500.00

Total = Rp 22,195,300.00 Dibulatkan = Rp 22,195,300.00

* Di asumsikan setiap hari 5 jam kerjaJadi Perhitungan Biaya Mesin Gilas untuk 1 jam =

Rp 11,925,000,00 x 1 jam = Rp 147,968.67 30 x 5 jam

Lapisan Penetrasi 5 CM : 1 M20.0400 m3 Batu Pecah 3/5 ( Manual ) Rp 100,000.00 = Rp 4,000.00 0.0220 m3 Batu Pecah 2/3 ( Manual ) Rp 135,000.00 = Rp 2,970.00 0.0110 m3 Batu Pecah 1/2 ( Manual ) Rp 165,000.00 = Rp 1,815.00 0.0025 m3 Pasir Ayak Rp 75,000.00 = Rp 187.50 4.4780 kg Aspal Rp 6,600.00 = Rp 29,554.80 0.3210 lt Minyak Bakar Rp 3,500.00 = Rp 1,123.50 0.0060 set Alat Bantu ( set @ 3 Alat ) Rp 80,000.00 = Rp 480.00 0.0100 jam Mesin Gilas 3 Roda 6 - 8 Ton Rp 147,968.67 = Rp 1,479.69

( Lengkap dengan Operator dll )0.0100 jam Mesin Penyemprot Aspal 1000 Lt Rp 26,491.00 = Rp 264.91 0.0100 jam Truk Bak Terbuka 3,5 Ton / 115 HRp 141,997.00 = Rp 1,419.97 0.0040 org/hr Mandor Rp #REF! = Rp #REF!0.0020 org/hr Operator Terampil Rp 37,500.00 = Rp 75.00 0.0020 org/hr Pembantu Operator Rp 33,750.00 = Rp 67.50 0.0020 org/hr Sopir Terlatih Rp 37,500.00 = Rp 75.00 0.0020 org/hr Pembantu Sopir Rp 33,750.00 = Rp 67.50 0.0040 org/hr Pekerja Terlatih Rp 25,000.00 = Rp 100.00 0.1410 org/hr Pekerja Tak Terlatih Rp 22,500.00 = Rp 3,172.50

Total = Rp #REF!

Pasang Batu Onderlaag 10/15 Dipadatkan : 1 M20.1500 m3 Batu Belah 10/15 cm Rp 90,000.00 = Rp 13,500.00 0.0500 m3 Pasir Urug Rp 65,000.00 = Rp 3,250.00 0.0190 org/hr Mandor Rp #REF! = Rp #REF!0.3750 org/hr Pekerja Tak Terlatih Rp 22,500.00 = Rp 8,437.50

Penggilasan0.00013 Biaya Gilas Rp 22,195,300.00 = Rp 2,885.39

Total = Rp #REF!Dibulatkan = Rp #REF!

Pasang Stenslaag Dipadatkan : 1 M20.0800 m3 Batu Pecah 4/7 Rp 92,500.00 = Rp 7,400.00 0.0200 m3 Pasir Urug Rp 65,000.00 = Rp 1,300.00 0.0038 org/hr Mandor Rp #REF! = Rp #REF!0.0750 org/hr Pekerja Tak Terlatih Rp 22,500.00 = Rp 1,687.50

Penggilasan0.0003 Biaya Gilas Rp 22,195,300.00 = Rp 6,658.59

Total = Rp #REF!

Upah Bongkar Pasangan/ M30.075 Org/hr Mandor Rp #REF! = Rp #REF!1.500 Org/hr Pekerja Rp 22,500.00 = Rp 33,750.00

Total = Rp #REF!

Upah Bongkar Galian Aspal/ M30.050 Org/hr Mandor Rp #REF! = Rp #REF!1.500 Org/hr Pekerja Rp 22,500.00 = Rp 33,750.00

Total = Rp #REF!

Bongkar Aspal + Lapisan Penetrasi / 100 M21 100.000 M2 Bongkar Aspal Rp #REF! = Rp #REF!2 100.000 M2 Pasang Onderlaag 10/15 Rp #REF! = Rp #REF!3 100.000 M2 Pasang Stensllag 4/7 Rp #REF! = Rp #REF!4 100.000 M2 Lapen. 5 cm Rp #REF! = Rp #REF!

Total = Rp #REF!1 M2 Bongkar Aspal + Lapen 5 cm = Rp #REF!

14

DAFTAR ANALISA HARGA SATUAN TAHUN 2010

BIDANG KECIPTAKARYAAN

A. PEKERJAAN PERSIAPAN

1 M' PENGUKURAN (menggunakan theodolite/waterpass) DAN PEMASANGAN BOUWPLANK0.012 Kayu 5/7 Kayu Tahun/bekisting Rp 3,696,000.00 = Rp 44,352.00 0.020 kg Paku biasa 2" - 5" Rp 15,600.00 = Rp 312.00 0.007 Kayu begisting papan 3/20 Rp 3,696,000.00 = Rp 25,872.00 0.100 org/hr Tukang Kayu Rp 40,000.00 = Rp 4,000.00 0.100 org/hr Pekerja Rp 32,000.00 = Rp 3,200.00 0.010 org/hr Kepala tukang Rp 45,000.00 = Rp 450.00 0.005 org/hr Mandor Rp 47,500.00 = Rp 237.50

Total = Rp 78,423.50 Dibulatkan = Rp 78,400.00

1 M2 PEMBUATAN GUDANG SEMEN DAN ALAT-ALAT0.024 M3 Kayu tahun Rp 3,696,000.00 = Rp 88,704.00 0.210 M3 Kayu Rp 3,696,000.00 = Rp 776,160.00 0.300 Kg Paku Biasa Rp 15,600.00 = Rp 4,680.00

10.500 Kg Semen Portland Rp 1,495.00 = Rp 15,697.50 0.030 M3 Pasir Beton Rp 100,000.00 = Rp 3,000.00 0.050 M3 Koral Beton Rp 225,000.00 = Rp 11,250.00 1.500 Lbr Seng gelombang BJLS 32 Rp 78,000.00 = Rp 117,000.00 2.000 org/hr Tukang Kayu Rp 40,000.00 = Rp 80,000.00 1.000 org/hr Pekerja Rp 32,000.00 = Rp 32,000.00 0.200 org/hr Kepala Tukang Rp 45,000.00 = Rp 9,000.00 0.050 org/hr Mandor Rp 47,500.00 = Rp 2,375.00


1 M2 PEMBUATAN RUMAH JAGA/KONSTRUKSI KAYU0.042 M3 Kayu tahun /dolken kayu Rp 3,696,000.00 = Rp 155,232.00 0.276 M3 Kayu tahun /dolken kayu Rp 3,696,000.00 = Rp 1,020,096.00 0.700 Kg Paku Biasa Rp 15,600.00 = Rp 10,920.00 1.500 Lbr Seng gelombang BJLS 30 Rp 78,000.00 = Rp 117,000.00 1.500 org/hr Tukang Kayu Rp 40,000.00 = Rp 60,000.00 1.000 org/hr Pekerja Rp 32,000.00 = Rp 32,000.00 0.150 org/hr Kepala Tukang Rp 45,000.00 = Rp 6,750.00 0.050 org/hr Mandor Rp 47,500.00 = Rp 2,375.00


1 M2 MEMBERSIHKAN LAPANGAN DAN PERATAAN ( CUT & FIIL)0.100 org/hr Pekerja Rp 32,000.00 = Rp 3,200.00 0.050 org/hr Mandor Rp 47,500.00 = Rp 2,375.00


1 M2 PEMBUATAN JALAN SEMENTARA0.150 M3 Batu Belah 15/20 Rp 115,000.00 = Rp 17,250.00 0.090 M3 Batu Pecah 4/7 Rp 125,000.00 = Rp 11,250.00 0.010 M3 Pasir Pasang Rp 95,000.00 = Rp 950.00 1.000 org/hr Pekerja Rp 32,000.00 = Rp 32,000.00 0.050 org/hr Mandor Rp 47,500.00 = Rp 2,375.00


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15

1 M3 BONGKARAN DINDING TEMBOK BATU BATA MERAH0.667 org/hr Pekerja Rp 32,000.00 = Rp 21,344.00 0.333 org/hr Mandor Rp 47,500.00 = Rp 15,817.50


B. PEKERJAAN TANAH1 M3 Galian Tanah Biasa

0.400 Org/hr Pekerja Rp 32,000.00 = Rp 12,800.000.040 Org/hr Mandor Rp 47,500.00 = Rp 1,900.00

Total = Rp 14,700.00

1 M3 GALIAN TANAH BIASA SEDALAM 1 METER0.400 org/hr Pekerja Rp 32,000.00 = Rp 12,800.00 0.040 org/hr Mandor Rp 47,500.00 = Rp 1,900.00


1 M3 GALIAN TANAH BIASA SEDALAM 2 METER0.526 org/hr Pekerja Rp 32,000.00 = Rp 16,832.00

org/hr Tukang gali Rp 40,000.00 = Rp - org/hr Kepala Tukang Rp 45,000.00 = Rp -

0.052 org/hr Mandor Rp 47,500.00 = Rp 2,470.00 Total = Rp 19,302.00

Dibulatkan = Rp 19,300.00





1 M3 GALIAN TANAH KERAS SEDALAM 1 METER0.625 org/hr Pekerja Rp 32,000.00 = Rp 20,000.00




1 M3 GALIAN TANAH CADAS SEDALAM 1 METER1.250 org/hr Pekerja Rp 32,000.00 = Rp 40,000.00




1 M3 GALIAN TANAH LUMPUR SEDALAM 1 METER0.823 org/hr Pekerja Rp 32,000.00 = Rp 26,336.00




1 M3 PEMBUANGAN TANAH SEJAUH 150 METER0.516 org/hr Pekerja Rp 32,000.00 = Rp 16,512.00 0.050 org/hr Mandor Rp 47,500.00 = Rp 2,375.00


16

1 M3 URUGAN TANAH KEMBALI0.192 org/hr Pekerja Rp 32,000.00 = Rp 6,144.00 0.019 org/hr Mandor Rp 47,500.00 = Rp 902.50


1 M3 PEMADATAN TANAH0.500 org/hr Pekerja Rp 32,000.00 = Rp 16,000.00 0.050 org/hr Mandor Rp 47,500.00 = Rp 2,375.00


1 M3 URUGAN PASIR1.200 Pasir urug Rp 80,000.00 = Rp 96,000.00 0.300 org/hr Pekerja Rp 32,000.00 = Rp 9,600.00 0.010 org/hr Mandor Rp 47,500.00 = Rp 475.00


1 M3 URUGAN SIRTU / TANAH1.200 Sirtu Rp 92,000.00 = Rp 110,400.00 0.250 org/hr Pekerja Rp 32,000.00 = Rp 8,000.00 0.025 org/hr Mandor Rp 47,500.00 = Rp 1,187.50


1 M3 URUGAN TANAH PILIHAN1.200 Tanah urug Rp 65,000.00 = Rp 78,000.00 0.250 org/hr Pekerja Rp 32,000.00 = Rp 8,000.00 0.025 org/hr Mandor Rp 47,500.00 = Rp 1,187.50


1 M2 PEMBUATAN JALAN SEMENTARA, TEBAL 25 CM0.275 Batu belah 15/20 Rp 115,000.00 = Rp 31,625.00 0.030 Kerikil Rp 225,000.00 = Rp 6,750.00 0.050 Pasir urug Rp 80,000.00 = Rp 4,000.00 1.000 org/hr Pekerja Rp 32,000.00 = Rp 32,000.00 0.100 org/hr Mandor Rp 47,500.00 = Rp 4,750.00


C. PEKERJAAN PONDASI

1 M3 AANSTAMPENG (BATU KOSONG) BATU KALI1.200 Batu belah 15/20 Rp 115,000.00 = Rp 138,000.00 0.300 Pasir urug Rp 80,000.00 = Rp 24,000.00 0.780 org/hr Pekerja Rp 32,000.00 = Rp 24,960.00 0.390 org/hr Tukang batu Rp 40,000.00 = Rp 15,600.00 0.039 org/hr Kepala Tukang Rp 45,000.00 = Rp 1,755.00 0.039 org/hr Mandor Rp 47,500.00 = Rp 1,852.50


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m3

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17

1 M3 PASANG PONDASI BATU KALI 1 PC : 2 PS1.100 Batu belah 15/20 Rp 115,000.00 = Rp 126,500.00

267.000 kg PC Rp 1,495.00 = Rp 399,165.00 0.427 Pasir pasang Rp 95,000.00 = Rp 40,565.00 1.500 org/hr Pekerja Rp 32,000.00 = Rp 48,000.00 0.600 org/hr Tukang batu Rp 40,000.00 = Rp 24,000.00 0.060 org/hr Kepala Tukang Rp 45,000.00 = Rp 2,700.00 0.075 org/hr Mandor Rp 47,500.00 = Rp 3,562.50





1 M3 PASANGAN BATU KALI 1PC : 4PSR1.100 Batu belah 15/20 Rp 115,000.00 = Rp 126,500.00






1 M3 PASANGAN BATU KALI 1 PC : 3 KP : 10 PSR1.100 Batu belah 15/20 Rp 115,000.00 = Rp 126,500.00

61.000 kg PC Rp 1,495.00 = Rp 91,195.00 0.147 Kapur pasang Rp 715,000.00 = Rp 105,105.00 0.492 Pasir pasang Rp 95,000.00 = Rp 46,740.00 1.500 org/hr Pekerja Rp 32,000.00 = Rp 48,000.00 0.600 org/hr Tukang batu Rp 40,000.00 = Rp 24,000.00 0.060 org/hr Kepala Tukang Rp 45,000.00 = Rp 2,700.00 0.075 org/hr Mandor Rp 47,500.00 = Rp 3,562.50


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m3

m3

m3

m3

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1 M3 PASANG PONDASI SUMURAN, DIAMETER 100 CM0.450 Batu belah 15/20 Rp 115,000.00 = Rp 51,750.00

280.000 kg PC Rp 1,495.00 = Rp 418,600.00 0.450 Pasir beton Rp 100,000.00 = Rp 45,000.00 0.670 Koral beton Rp 225,000.00 = Rp 150,750.00 2.380 org/hr Pekerja Rp 32,000.00 = Rp 76,160.00 0.300 org/hr Tukang batu Rp 40,000.00 = Rp 12,000.00 0.030 org/hr Kepala Tukang Rp 45,000.00 = Rp 1,350.00 0.080 org/hr Mandor Rp 47,500.00 = Rp 3,800.00


1 M1 PEMBUATAN TIANG PANCANG (40 X 40) CM BETON BERTULANG0.019 Pasir urug darat Rp 80,000.00 = Rp 1,520.00 0.094 Pasir beton Rp 100,000.00 = Rp 9,400.00 0.150 Koral beton Rp 225,000.00 = Rp 33,750.00

60.500 kg PC Rp 1,495.00 = Rp 90,447.50 45.000 kg Besi beton Rp 13,000.00 = Rp 585,000.00 0.900 kg Kawat beton Rp 16,900.00 = Rp 15,210.00 0.032 Kayu kaso 5/7 Rp 3,696,000.00 = Rp 118,272.00 0.120 kg Paku Rp 15,600.00 = Rp 1,872.00 0.090 ltr Residu Rp 11,700.00 = Rp 1,053.00 0.240 kg Plamir tembok Rp 26,000.00 = Rp 6,240.00 1.000 org/hr Pekerja Rp 32,000.00 = Rp 32,000.00 0.670 org/hr Tukang batu Rp 40,000.00 = Rp 26,800.00 0.067 org/hr Kepala Tukang Rp 45,000.00 = Rp 3,015.00 0.050 org/hr Mandor Rp 47,500.00 = Rp 2,375.00



49.000 kg PC Rp 1,495.00 = Rp 73,255.00 34.500 kg Besi beton Rp 13,000.00 = Rp 448,500.00 0.700 kg Kawat beton Rp 16,900.00 = Rp 11,830.00 0.027 Kayu kaso 5/7 Rp 3,696,000.00 = Rp 99,792.00 0.120 kg Paku Rp 15,600.00 = Rp 1,872.00 0.090 ltr Residu Rp 11,700.00 = Rp 1,053.00 0.200 kg Plamir tembok Rp 26,000.00 = Rp 5,200.00 0.800 org/hr Pekerja Rp 32,000.00 = Rp 25,600.00 0.500 org/hr Tukang batu Rp 40,000.00 = Rp 20,000.00 0.050 org/hr Kepala Tukang Rp 45,000.00 = Rp 2,250.00 0.040 org/hr Mandor Rp 47,500.00 = Rp 1,900.00


D. PEKERJAAN DINDING

1 M2 PASANG BATU MERAH TEBAL 1 BATA 1 PC : 2 PS140.000 bh Batu merah 5 x 11 x 22 cm Rp 500.00 = Rp 70,000.00 43.500 kg PC Rp 1,495.00 = Rp 65,032.50 0.080 Pasir pasang Rp 95,000.00 = Rp 7,600.00 0.650 org/hr Pekerja Rp 32,000.00 = Rp 20,800.00 0.200 org/hr Tukang batu Rp 40,000.00 = Rp 8,000.00 0.020 org/hr Kepala tukang Rp 45,000.00 = Rp 900.00 0.030 org/hr Mandor Rp 47,500.00 = Rp 1,425.00


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1 M2 PASANGAN BATU MERAH TEBAL 1 BATA 1PC : 3KP : 10 PSR140.000 bh Batu merah 5 x 11 x 22 cm Rp 500.00 = Rp 70,000.00 10.080 kg PC Rp 1,495.00 = Rp 15,069.60 0.093 Pasir pasang Rp 95,000.00 = Rp 8,787.50 0.028 Kapur pasang Rp 715,000.00 = Rp 19,662.50 0.650 org/hr Pekerja Rp 32,000.00 = Rp 20,800.00 0.200 org/hr Tukang batu Rp 40,000.00 = Rp 8,000.00 0.020 org/hr Kepala tukang Rp 45,000.00 = Rp 900.00 0.030 org/hr Mandor Rp 47,500.00 = Rp 1,425.00


1 M2 PASANGAN BATU MERAH TEBAL 1/2 BATA 1 PC : 2 PSR70.000 bh Batu merah 5 x 11 x 22 cm Rp 500.00 = Rp 35,000.00 18.950 kg PC Rp 1,495.00 = Rp 28,330.25 0.038 Pasir pasang Rp 95,000.00 = Rp 3,610.00 0.320 org/hr Pekerja Rp 32,000.00 = Rp 10,240.00 0.100 org/hr Tukang batu Rp 40,000.00 = Rp 4,000.00 0.010 org/hr Kepala tukang Rp 45,000.00 = Rp 450.00 0.015 org/hr Mandor Rp 47,500.00 = Rp 712.50




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1 M2 PASANGAN BATU MERAH TEBAL 1/2 BATA 1 PC : 3KP : 10 PSR70.000 bh Batu merah 5 x 11 x 22 cm Rp 500.00 = Rp 35,000.00 4.500 kg PC Rp 1,495.00 = Rp 6,727.50 0.050 Pasir pasang Rp 95,000.00 = Rp 4,750.00 0.015 Kapur padam Rp 715,000.00 = Rp 10,725.00 0.320 org/hr Pekerja Rp 32,000.00 = Rp 10,240.00 0.100 org/hr Tukang batu Rp 40,000.00 = Rp 4,000.00 0.010 org/hr Kepala tukang Rp 45,000.00 = Rp 450.00 0.015 org/hr Mandor Rp 47,500.00 = Rp 712.50


1 M2 PASANGAN BATU MERAH TEBAL 1/2 BATA 1 KP : 1 SM : 1 PSR70.000 bh Batu merah 5 x 11 x 22 cm Rp 500.00 = Rp 35,000.00 0.018 Semen merah Rp 11,050.00 = Rp 198.90 0.018 Pasir pasang Rp 95,000.00 = Rp 1,710.00 0.018 Kapur padam Rp 715,000.00 = Rp 12,870.00 0.320 org/hr Pekerja Rp 32,000.00 = Rp 10,240.00 0.100 org/hr Tukang batu Rp 40,000.00 = Rp 4,000.00 0.010 org/hr Kepala tukang Rp 45,000.00 = Rp 450.00 0.015 org/hr Mandor Rp 47,500.00 = Rp 712.50




1 M2 PASANG BATU MERAH KOSONG70.000 bh Batu Merah Rp 500.00 = Rp 35,000.00 0.320 org/hr Pekerja Rp 32,000.00 = Rp 10,240.00 0.100 org/hr Tukang Batu Rp 40,000.00 = Rp 4,000.00 0.010 org/hr Kepala Tukang Rp 45,000.00 = Rp 450.00 0.015 org/hr Mandor Rp 47,500.00 = Rp 712.50


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1 M2 PASANG ROSTER / TERAWANG (12 X 11 X 24)36.000 bh Roster / terawang Rp 7,800.00 = Rp 280,800.0012.800 kg PC Rp 1,495.00 = Rp 19,136.000.035 Pasir pasang Rp 95,000.00 = Rp 3,325.000.300 org/hr Pekerja Rp 32,000.00 = Rp 9,600.000.100 org/hr Tukang batu Rp 40,000.00 = Rp 4,000.000.010 org/hr Kepala tukang Rp 45,000.00 = Rp 450.000.015 org/hr Mandor Rp 47,500.00 = Rp 712.50

Total = Rp 318,023.50Dibulatkan = Rp 318,000.00

1 M2 PASANGAN DINDING HOLLOWBLOCK (HB) 2012.500 bh Hollowblock ( HB 20 ) Rp 3,600.00 = Rp 45,000.00 13.500 kg PC Rp 1,495.00 = Rp 20,182.50 0.048 Pasir pasang Rp 95,000.00 = Rp 4,560.00 1.950 kg Besi beton polos Rp 13,000.00 = Rp 25,350.00 0.350 org/hr Pekerja Rp 32,000.00 = Rp 11,200.00 0.150 org/hr Tukang batu Rp 40,000.00 = Rp 6,000.00 0.015 org/hr Kepala tukang Rp 45,000.00 = Rp 675.00 0.017 org/hr Mandor Rp 47,500.00 = Rp 807.50






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1 M2 PASANG DINDING ANYAMAN BAMBU, RANGKA KAYU KRUING1.500 Bilik bambu Rp 7,200.00 = Rp 10,800.00 0.014 Kayu 5/7 Kruing Rp 6,000,000.00 = Rp 84,000.00 0.012 kg Paku Rp 14,400.00 = Rp 172.80 0.003 List kayu 2/4 Meranti Rp 6,000,000.00 = Rp 18,000.00 0.100 org/hr Pekerja Rp 32,000.00 = Rp 3,200.00 0.050 org/hr Tukang batu Rp 40,000.00 = Rp 2,000.00 0.005 org/hr Kepala tukang Rp 45,000.00 = Rp 225.00 0.002 org/hr Mandor Rp 47,500.00 = Rp 95.00


E. PEKERJAAN PENUTUP LANTAI DAN DINDING1 M2 PASANG LANTAI UBIN PC ABU-ABU UKURAN 30 X 30 CM

11.870 Bh Ubin Abu-abu 30x30 cm Rp 2,760.00 = Rp 32,761.20 10.000 Kg PC Rp 1,495.00 = Rp 14,950.00 0.022 Pasir Pasang Rp 95,000.00 = Rp 2,042.50 0.260 Org/Hari Pekerja Rp 32,000.00 = Rp 8,320.00 0.125 Org/Hari Tukang Batu Rp 40,000.00 = Rp 5,000.00 0.013 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 562.50 0.013 Org/Hari Mandor Rp 47,500.00 = Rp 617.50


1 M2 PASANG LANTAI UBIN PC ABU-ABU UKURAN 20 X 20 CM26.500 Bh Ubin Abu-abu 20x20 cm Rp 840.00 = Rp 22,260.00 10.400 Kg PC Rp 1,495.00 = Rp 15,548.00 0.014 Pasir Pasang Rp 95,000.00 = Rp 1,282.50 0.270 Org/Hari Pekerja Rp 32,000.00 = Rp 8,640.00 0.130 Org/Hari Tukang Batu Rp 40,000.00 = Rp 5,200.00 0.013 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 585.00 0.014 Org/Hari Mandor Rp 47,500.00 = Rp 641.25


1 M2 PASANG LANTAI UBIN GRANITO UKURAN 40 X 40 CM6.930 Bh Ubin Granito uk. 40x40 cm Rp 40,020.00 = Rp 277,338.60 9.800 Kg PC Rp 1,495.00 = Rp 14,651.00 0.022 Pasir Pasang Rp 95,000.00 = Rp 2,042.50 1.300 Kg Semen Warna Rp 11,050.00 = Rp 14,365.00 0.250 Org/Hari Pekerja Rp 32,000.00 = Rp 8,000.00 0.120 Org/Hari Tukang Batu Rp 40,000.00 = Rp 4,800.00 0.012 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 540.00 0.013 Org/Hari Mandor Rp 47,500.00 = Rp 593.75


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1 M2 PASANG LANTAI MARMER 40/601.052 m2 Marmer Rp 420,000.00 = Rp 441,840.00

14.150 Kg PC Rp 1,495.00 = Rp 21,154.25 0.039 M3 Pasir Pasang Rp 95,000.00 = Rp 3,705.00 2.000 Kg Semen Warna Rp 11,050.00 = Rp 22,100.00 0.620 Org/Hari Pekerja Rp 32,000.00 = Rp 19,840.00 0.350 Org/Hari Tukang Batu Rp 40,000.00 = Rp 14,000.00 0.035 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 1,575.00 0.030 Org/Hari Mandor Rp 47,500.00 = Rp 1,425.00


1 M2 PASANG LANTAI KERAMIK 20/2025.000 bh Keramik Roman / Asia 20x20 cm Rp 2,080.00 = Rp 52,000.00 11.380 Kg PC Rp 1,495.00 = Rp 17,013.10 0.042 M3 Pasir Pasang Rp 95,000.00 = Rp 3,990.00 1.500 Kg Semen Warna Rp 11,050.00 = Rp 16,575.00 0.620 Org/Hari Pekerja Rp 32,000.00 = Rp 19,840.00 0.350 Org/Hari Tukang Batu Rp 40,000.00 = Rp 14,000.00 0.035 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 1,575.00 0.030 Org/Hari Mandor Rp 47,500.00 = Rp 1,425.00


1 M2 PASANG DINDING KERAMIK 20/2520.000 bh Keramik Str.Mt Roman / Asia 20x25Rp 2,925.00 = Rp 58,500.00 11.380 Kg PC Rp 1,495.00 = Rp 17,013.10 0.042 M3 Pasir Pasang Rp 95,000.00 = Rp 3,990.00 1.500 Kg Semen Warna Rp 11,050.00 = Rp 16,575.00 0.620 Org/Hari Pekerja Rp 32,000.00 = Rp 19,840.00 0.350 Org/Hari Tukang Batu Rp 40,000.00 = Rp 14,000.00 0.035 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 1,575.00 0.030 Org/Hari Mandor Rp 47,500.00 = Rp 1,425.00


1 M2 PASANG LANTAI KERAMIK 30/3012.000 bh Keramik Str/Mt Roman / Asia 30 x Rp 3,575.00 = Rp 42,900.00 11.380 Kg PC Rp 1,495.00 = Rp 17,013.10 0.042 M3 Pasir Pasang Rp 95,000.00 = Rp 3,990.00 1.500 Kg Semen Warna Rp 11,050.00 = Rp 16,575.00 0.620 Org/Hari Pekerja Rp 32,000.00 = Rp 19,840.00 0.350 Org/Hari Tukang Batu Rp 40,000.00 = Rp 14,000.00 0.035 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 1,575.00 0.030 Org/Hari Mandor Rp 47,500.00 = Rp 1,425.00


1 M2 PASANG LANTAI KERAMIK 30/3012.000 bh Keramik Str/Mt Hercules 30 x 30 c Rp 4,745.00 = Rp 56,940.00 11.380 Kg PC Rp 1,495.00 = Rp 17,013.10 0.042 M3 Pasir Pasang Rp 95,000.00 = Rp 3,990.00 1.500 Kg Semen Warna Rp 11,050.00 = Rp 16,575.00 0.620 Org/Hari Pekerja Rp 32,000.00 = Rp 19,840.00 0.350 Org/Hari Tukang Batu Rp 40,000.00 = Rp 14,000.00 0.035 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 1,575.00 0.030 Org/Hari Mandor Rp 47,500.00 = Rp 1,425.00


1 M2 PASANGLANTAI KERAMIK 40/406.250 m2 Keramik 40 x 40 cm Rp 7,605.00 = Rp 47,531.25


Total = Rp 121,949.35

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1 M2 PASANG TEGEL PORSELIN 11 x 11,PUTIH

83.000 bh Porselen 11x11 cm Rp 438.00 = Rp 36,354.00

9.300 Kg Semen PC Rp 1,495.00 = Rp 13,903.50

0.018 M3 Pasir pasang Rp 95,000.00 = Rp 1,710.00

1.500 Kg Semen warna Rp 11,050.00 = Rp 16,575.00

0.620 Org/Hari Pekerja Rp 32,000.00 = Rp 19,840.00

0.500 Org/Hari Tukang Batu Rp 40,000.00 = Rp 20,000.00

0.050 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 2,250.00

0.030 Org/Hari Mandor Rp 47,500.00 = Rp 1,425.00

Total = Rp 112,057.50


1 M2 PASANG TEGEL PORSELIN 11 x 11,WARNA

83.000 bh Porselen 11x11 cm Rp 516.00 = Rp 42,828.00

9.300 Kg Semen PC Rp 1,495.00 = Rp 13,903.50







Total = Rp 118,531.50


1 bh PASANG MOZAIK TEMPEL 30 X30

1.000 Bh Mozaik relief 30 x 30 Rp 96,000.00 = Rp 96,000.00

1.250 Kg PC Rp 1,495.00 = Rp 1,868.75

0.005 M3 Pasir Pasang Rp 95,000.00 = Rp 475.00



0.004 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 175.00

0.003 Org/Hari Mandor Rp 47,500.00 = Rp 158.33

Total = Rp 102,453.08


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1 M2 PASANG LANTAI KARPET

1.050 m2 Carpet Rp 60,000.00 = Rp 63,000.00

0.350 Kg Lem Vinyl Rp 11,400.00 = Rp 3,990.00





Total = Rp 80,398.75


1 M2 PASANG DINDING KERAMIK 20 X 20 CM

25.000 Bh Keramik 20x20 cm Rp 2,080.00 = Rp 52,000.00

9.300 Kg Semen abu-abu Rp 1,495.00 = Rp 13,903.50







Total = Rp 110,838.50


1 M2 PASANG DINDING MARMER

1.020 M2 Marmer Rp 420,000.00 = Rp 428,400.00

2.000 Bh Paku Pancing 60x230 Rp 1,300.00 = Rp 2,600.00








Total = Rp 522,175.30


1 M2 PASANG DINDING BATA PELAPIS 7 X 3 X 24

60.000 Bh Bata Pelapis dinding Rp 500.00 = Rp 30,000.00







Total = Rp 95,447.80


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1 M2 PASANG DINDING BATU TEMPEL PALIMANAN

1.050 m2 Batu Palimanan Rp 120,000.00 = Rp 126,000.00

11.750 Kg Semen Abu-abu Rp 1,495.00 = Rp 17,566.25






Total = Rp 183,731.25


1 M2 PASANG DINDING BATU TEMPEL GILANG ( PARQUET )

1.050 m2 Batu Gilang/Batu Giring Rp 150,000.00 = Rp 157,500.00







Total = Rp 215,231.25


1 M2 PASANG DINDING BATU TEMPEL GILANG ( PECAH ACAK )

1.050 m2 Batu Gilang/Batu Pecah acak Rp 30,000.00 = Rp 31,500.00







Total = Rp 89,231.25


1 M2 PASANG PEDESTRIAN PAVING STONE NATURAL

1.000 m2 Paving Stone ABU-ABU 6 cm Rp 30,000.00 = Rp 30,000.00

0.001 M3 Pasir Urug Rp 80,000.00 = Rp 80.00





Total = Rp 40,977.50


1 M2 PASANG PEDESTRIAN PAVING STONE WARNA1.000 m2 Paving Stone 6 cm Rp 35,000.00 = Rp 35,000.000.001 M3 Pasir Urug Rp 80,000.00 = Rp 80.000.200 Org/Hari Pekerja Rp 32,000.00 = Rp 6,400.000.100 Org/Hari Tukang Batu Rp 40,000.00 = Rp 4,000.000.010 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 450.000.001 Org/Hari Mandor Rp 47,500.00 = Rp 47.50


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1 M2 PASANG JALAN / PARKIR KENDARAAN PAVING STONE (WARNA/NATURAL)1.000 m2 Paving Stone 8/10 cm Rp 70,850.00 = Rp 70,850.000.001 M3 Pasir Urug Rp 80,000.00 = Rp 80.000.200 Org/Hari Pekerja Rp 32,000.00 = Rp 6,400.000.100 Org/Hari Tukang Batu Rp 40,000.00 = Rp 4,000.000.010 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 450.000.001 Org/Hari Mandor Rp 47,500.00 = Rp 47.50


1 M2 PASANG JALAN / PARKIR KENDARAAN GRASS BLOCK 1.000 m2 Grassblock 7 cm Rp 54,000.00 = Rp 54,000.000.001 M3 Pasir Urug Rp 80,000.00 = Rp 80.000.200 Org/Hari Pekerja Rp 32,000.00 = Rp 6,400.000.100 Org/Hari Tukang Batu Rp 40,000.00 = Rp 4,000.000.010 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 450.000.001 Org/Hari Mandor Rp 47,500.00 = Rp 47.50


1 M' PASANG KANSTIN1.000 Bh Kanstin Rp 42,000.00 = Rp 42,000.001.000 kg Semen abu-abu Rp 1,495.00 = Rp 1,495.000.001 m3 Pasir Rp 95,000.00 = Rp 95.000.200 org/hr Pekerja Rp 32,000.00 = Rp 6,400.000.100 org/hr Tukang Batu Rp 40,000.00 = Rp 4,000.000.010 org/hr Kepala Tukang batu Rp 45,000.00 = Rp 450.000.001 org/hr Mandor Rp 47,500.00 = Rp 47.50


F. PEKERJAAN PLESTERAN1 M2 PLESTERAN 1 PC : 2 PSR, Tebal 15 mm

8.520 kg PC Rp 1,495.00 = Rp 12,737.40 0.017 Pasir pasang Rp 95,000.00 = Rp 1,615.00 0.200 org/hr Pekerja Rp 32,000.00 = Rp 6,400.00 0.150 org/hr Tukang batu Rp 40,000.00 = Rp 6,000.00 0.015 org/hr Kepala tukang Rp 45,000.00 = Rp 675.00 0.010 org/hr Mandor Rp 47,500.00 = Rp 475.00


1 M2 PLESTERAN 1 PC : 3 PSR, Tebal 15 mm6.480 kg PC Rp 1,495.00 = Rp 9,687.60 0.019 Pasir pasang Rp 95,000.00 = Rp 1,805.00 0.200 org/hr Pekerja Rp 32,000.00 = Rp 6,400.00 0.150 org/hr Tukang batu Rp 40,000.00 = Rp 6,000.00 0.015 org/hr Kepala tukang Rp 45,000.00 = Rp 675.00 0.010 org/hr Mandor Rp 47,500.00 = Rp 475.00


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1 M2 PLESTERAN 1 PC : 4 PSR, Tebal 15 mm5.200 kg PC Rp 1,495.00 = Rp 7,774.000.020 Pasir pasang Rp 95,000.00 = Rp 1,900.000.200 org/hr Pekerja Rp 32,000.00 = Rp 6,400.000.150 org/hr Tukang batu Rp 40,000.00 = Rp 6,000.000.015 org/hr Kepala tukang Rp 45,000.00 = Rp 675.000.010 org/hr Mandor Rp 47,500.00 = Rp 475.00




1 M2 PLESTERAN BETON 1 PC : 3 PSR, Tebal 15 mm7.070 kg PC Rp 1,495.00 = Rp 10,569.65 0.021 Pasir pasang Rp 95,000.00 = Rp 1,995.00 0.260 org/hr Pekerja Rp 32,000.00 = Rp 8,320.00 0.200 org/hr Tukang batu Rp 40,000.00 = Rp 8,000.00 0.200 org/hr Kepala tukang Rp 45,000.00 = Rp 9,000.00 0.013 org/hr Mandor Rp 47,500.00 = Rp 617.50


1 M2 PLESTERAN 1 PC : 3 KPR : 10 PSR, Tebal 15 mm1.840 kg PC Rp 1,495.00 = Rp 2,750.80 0.006 Kapur padam Rp 715,000.00 = Rp 4,290.00 0.014 Pasir pasang Rp 95,000.00 = Rp 1,330.00 0.200 org/hr Pekerja Rp 32,000.00 = Rp 6,400.00 0.150 org/hr Tukang batu Rp 40,000.00 = Rp 6,000.00 0.015 org/hr Kepala tukang Rp 45,000.00 = Rp 675.00 0.010 org/hr Mandor Rp 47,500.00 = Rp 475.00


1 M1 BENANGAN/COL-COLAN / SKONING 1 PC : 2 PSR 0.500 kg PC Rp 1,495.00 = Rp 747.50 0.002 Pasir pasang Rp 95,000.00 = Rp 190.00 0.057 org/hr Pekerja Rp 32,000.00 = Rp 1,824.00 0.038 org/hr Tukang batu Rp 40,000.00 = Rp 1,520.00 0.038 org/hr Kepala tukang Rp 45,000.00 = Rp 1,710.00 0.002 org/hr Mandor Rp 47,500.00 = Rp 95.00


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1 M2 PLESTERAN CIPRAT 1 PC : 2 PSR

4.320 kg PC Rp 1,495.00 = Rp 6,458.40

0.016 Pasir pasang Rp 95,000.00 = Rp 1,520.00

0.250 org/hr Pekerja Rp 32,000.00 = Rp 8,000.00

0.100 org/hr Tukang batu Rp 40,000.00 = Rp 4,000.00

0.010 org/hr Kepala tukang Rp 45,000.00 = Rp 450.00

0.015 org/hr Mandor Rp 47,500.00 = Rp 712.50

Total = Rp 21,140.90


1 M2 PLESTERAN SETRIKAN / SIAR ADUKAN 1 PC : 2 PSR

4.320 kg PC Rp 1,495.00 = Rp 6,458.40






Total = Rp 16,273.40


1 M2 PLESTERAN WATERPROOF BATACOTE 3 LAPIS

0.500 kg PC Rp 1,495.00 = Rp 747.50

2.900 kg Batacote Rp 1,950.00 = Rp 5,655.00

0.006 Pasir pasang Rp 95,000.00 = Rp 570.00





Total = Rp 19,387.50


G. PEKERJAAN BETON

197.000 kg PC Rp 1,495.00 = Rp 294,515.00

0.470 Pasir beton Rp 100,000.00 = Rp 47,000.00

0.940 Koral beton Rp 225,000.00 = Rp 211,500.00



0.025 org/hr Kepala tukang Rp 45,000.00 = Rp 1,125.00

0.080 org/hr Mandor Rp 47,500.00 = Rp 3,800.00

Total = Rp 620,740.00


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1 M 3 BETON TUMBUK 1PC : 3PSR : 6 KRK

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10.000 kg PC Rp 1,495.00 = Rp 14,950.00

0.026 Pasir beton Rp 100,000.00 = Rp 2,600.00

0.044 Koral beton Rp 225,000.00 = Rp 9,900.00


0.020 org/hr Tukang batu Rp 40,000.00 = Rp 800.00



Total = Rp 65,425.00


10.000 kg PC Warna Rp 11,050.00 = Rp 110,500.00

0.026 Pasir beton Rp 100,000.00 = Rp 2,600.00

0.044 Koral sikat/warna permukaan halusRp 200,000.00 = Rp 8,800.00


0.020 org/hr Tukang batu Rp 40,000.00 = Rp 800.00



Total = Rp 159,875.00


232.000 kg PC/Pordland Cement. Rp 1,495.00 Rp 346,840.00 0.520 Pasir beton Rp 100,000.00 Rp 52,000.00 0.780 Koral beton Rp 225,000.00 Rp 175,500.00 1.650 org/hr Pekerja Rp 32,000.00 Rp 52,800.00 0.250 org/hr Tukang batu Rp 40,000.00 Rp 10,000.00 0.025 org/hr Kepala tukang Rp 45,000.00 Rp 1,125.00 0.080 org/hr Mandor Rp 47,500.00 Rp 3,800.00


1 KG PEMBESIAN DENGAN BESI POLOS 1.050 kg Besi beton polos Rp 13,000.00 = Rp 13,650.00 0.015 kg Kawat beton Rp 16,900.00 = Rp 253.50 0.007 org/hr Pekerja Rp 32,000.00 = Rp 224.00 0.007 org/hr Tukang besi Rp 40,000.00 = Rp 280.00 0.001 org/hr Kepala tukang Rp 45,000.00 = Rp 31.50 0.000 org/hr Mandor Rp 47,500.00 = Rp 14.25


1 KG PEMBESIAN DENGAN BESI ULIR1.050 kg Besi beton ulir Rp 21,600.00 = Rp 22,680.00 0.015 kg Kawat beton Rp 16,900.00 = Rp 253.50 0.007 org/hr Pekerja Rp 32,000.00 = Rp 224.00 0.007 org/hr Tukang besi Rp 40,000.00 = Rp 280.00 0.001 org/hr Kepala tukang Rp 45,000.00 = Rp 31.50 0.000 org/hr Mandor Rp 47,500.00 = Rp 14.25


1 M 2 LANTAI KERJA BETON TUMBUK 1PC : 3PSR : 5 KRK, TEBAL 5 CM

m3

m3

1 M 2 RABAT BETON KORAL BERMOTIF CAMP. 1PC : 3PSR : 5 KRK, TEBAL 5 CM

m3

m3

1 M 3 BETON BERTULANG 1PC : 2PSR : 3 KRK

m3

m3

31

1 KG JARING KAWAT BAJA (BRONJONG)1.020 kg Jaring kawat baja Rp 14,400.00 = Rp 14,688.00 0.805 kg Kawat beton Rp 16,900.00 = Rp 13,604.50 0.025 org/hr Pekerja Rp 32,000.00 = Rp 800.00 0.025 org/hr Tukang besi Rp 40,000.00 = Rp 1,000.00 0.003 org/hr Kepala tukang Rp 45,000.00 = Rp 112.50 0.002 org/hr Mandor Rp 47,500.00 = Rp 71.25


1 M2 PASANG BEKISTING UNTUK PONDASI0.040 Kayu terentang Rp 3,696,000.00 = Rp 147,840.00 0.300 kg Paku biasa 2" - 5 " Rp 15,600.00 = Rp 4,680.00 0.100 lt Minyak bekisting Rp 6,500.00 = Rp 650.00 0.300 org/hr Pekerja Rp 32,000.00 = Rp 9,600.00 0.260 org/hr Tukang kayu Rp 40,000.00 = Rp 10,400.00 0.026 org/hr Kepala tukang Rp 45,000.00 = Rp 1,170.00 0.005 org/hr Mandor Rp 47,500.00 = Rp 237.50


1 M2 PASANG BEKISTING UNTUK SLOOF0.045 Kayu terentang Rp 3,696,000.00 = Rp 166,320.00 0.300 kg Paku biasa 2" - 5 " Rp 15,600.00 = Rp 4,680.00 0.100 lt Minyak bekisting Rp 6,500.00 = Rp 650.00 0.300 org/hr Pekerja Rp 32,000.00 = Rp 9,600.00 0.260 org/hr Tukang kayu Rp 40,000.00 = Rp 10,400.00 0.026 org/hr Kepala tukang Rp 45,000.00 = Rp 1,170.00 0.005 org/hr Mandor Rp 47,500.00 = Rp 237.50


1 M2 PASANG BEKISTING UNTUK KOLOM0.040 Kayu terentang Rp 3,696,000.00 = Rp 147,840.00 0.400 kg Paku biasa 2" - 5 " Rp 15,600.00 = Rp 6,240.00 0.200 lt Minyak bekisting Rp 6,500.00 = Rp 1,300.00 2.000 btg Dolken kayu galam dia 8 - 10 mm/ Rp 18,000.00 = Rp 36,000.00 0.015 m3 Balok kayu tahun/kayu borneo Rp 3,080,000.00 = Rp 46,200.00 0.300 org/hr Pekerja Rp 32,000.00 = Rp 9,600.00 0.330 org/hr Tukang kayu Rp 40,000.00 = Rp 13,200.00 0.033 org/hr Kepala tukang Rp 45,000.00 = Rp 1,485.00 0.006 org/hr Mandor Rp 47,500.00 = Rp 285.00


1 M2 PASANG BEKISTING UNTUK BALOK0.040 Kayu terentang Rp 3,696,000.00 = Rp 147,840.00 0.400 kg Paku biasa 2" - 5 " Rp 15,600.00 = Rp 6,240.00 0.200 lt Minyak bekisting Rp 6,500.00 = Rp 1,300.00 0.018 Balok kayu borneo Rp 3,080,000.00 = Rp 55,440.00 0.350 lbr Plywood tebal 9 mm Rp 123,500.00 = Rp 43,225.00 2.000 btg Dolken kayu galam dia 8 - 10 mm/ Rp 18,000.00 = Rp 36,000.00 0.320 org/hr Pekerja Rp 32,000.00 = Rp 10,240.00 0.330 org/hr Tukang kayu Rp 40,000.00 = Rp 13,200.00 0.033 org/hr Kepala tukang Rp 45,000.00 = Rp 1,485.00 0.006 org/hr Mandor Rp 47,500.00 = Rp 285.00


m3

m3

m3

m3

m3

32

1 M2 PASANG BEKISTING UNTUK LANTAI0.040 Kayu terentang Rp 3,696,000.00 = Rp 147,840.00 0.400 kg Paku biasa 2" - 5 " Rp 15,600.00 = Rp 6,240.00 0.200 lt Minyak bekisting Rp 6,500.00 = Rp 1,300.00 0.015 Balok kayu borneo Rp 3,080,000.00 = Rp 46,200.00 0.350 lbr Plywood tebal 9 mm Rp 123,500.00 = Rp 43,225.00 6.000 btg Dolken kayu galam dia 8 - 10 mm/ Rp 18,000.00 = Rp 108,000.00 0.320 org/hr Pekerja Rp 32,000.00 = Rp 10,240.00 0.330 org/hr Tukang kayu Rp 40,000.00 = Rp 13,200.00 0.033 org/hr Kepala tukang Rp 45,000.00 = Rp 1,485.00 0.006 org/hr Mandor Rp 47,500.00 = Rp 285.00


1 M2 PASANG BEKISTING UNTUK DINDING0.030 Kayu terentang Rp 3,696,000.00 = Rp 110,880.00 0.400 kg Paku biasa 2" - 5 " Rp 15,600.00 = Rp 6,240.00 0.200 lt Minyak bekisting Rp 6,500.00 = Rp 1,300.00 0.020 Balok kayu borneo Rp 3,080,000.00 = Rp 61,600.00 0.350 lbr Plywood tebal 9 mm Rp 123,500.00 = Rp 43,225.00 3.000 btg Dolken kayu galam dia 8 - 10 mm/ Rp 18,000.00 = Rp 54,000.00 0.320 org/hr Pekerja Rp 32,000.00 = Rp 10,240.00 0.330 org/hr Tukang kayu Rp 40,000.00 = Rp 13,200.00 0.033 org/hr Kepala tukang Rp 45,000.00 = Rp 1,485.00 0.006 org/hr Mandor Rp 47,500.00 = Rp 285.00


1 M2 PASANG BEKISTING UNTUK TANGGA 0.030 Kayu terentang Rp 3,696,000.00 = Rp 110,880.00 0.400 kg Paku biasa 2" - 5 " Rp 15,600.00 = Rp 6,240.00 0.150 lt Minyak bekisting Rp 6,500.00 = Rp 975.00 0.015 Balok kayu borneo Rp 3,080,000.00 = Rp 46,200.00 0.350 lbr Plywood tebal 9 mm Rp 123,500.00 = Rp 43,225.00 2.000 btg Dolken kayu galam dia 8 - 10 mm/ Rp 18,000.00 = Rp 36,000.00 0.320 org/hr Pekerja Rp 32,000.00 = Rp 10,240.00 0.330 org/hr Tukang kayu Rp 40,000.00 = Rp 13,200.00 0.033 org/hr Kepala tukang Rp 45,000.00 = Rp 1,485.00 0.006 org/hr Mandor Rp 47,500.00 = Rp 285.00


1 M3 MEMBUAT BETON DENGAN MUTU K 225388.000 kg PC Rp 1,495.00 = Rp 580,060.00

0.650 Pasir beton Rp 100,000.00 = Rp 65,000.00 0.650 Koral beton Rp 225,000.00 = Rp 146,250.00 6.000 org/hr Pekerja Rp 32,000.00 = Rp 192,000.00 1.000 org/hr Tukang batu Rp 40,000.00 = Rp 40,000.00 0.100 org/hr Kepala tukang Rp 45,000.00 = Rp 4,500.00 0.300 org/hr Mandor Rp 47,500.00 = Rp 14,250.00





1 M2 PASANG BEKISTING JEMBATAN COR0.026 Kayu terentang Rp 3,696,000.00 = Rp 97,574.40 0.600 kg Paku biasa 2" - 5 " Rp 15,600.00 = Rp 9,360.00 0.500 bh Dolken kayu galam dia 8 - 10 mm/ Rp 18,000.00 = Rp 9,000.00 0.150 org/hr Pekerja Rp 32,000.00 = Rp 4,800.00 0.050 org/hr Tukang kayu Rp 40,000.00 = Rp 2,000.00 0.005 org/hr Kepala tukang Rp 45,000.00 = Rp 225.00 0.007 org/hr Mandor Rp 47,500.00 = Rp 332.50


m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

33

1 M3 MEMBUAT PONDASI BETON BERTULANG (150 KG BESI+BEKISTING)0.200 Kayu terentang Rp 3,696,000.00 = Rp 739,200.00 1.500 kg Paku biasa 2" - 5 " Rp 15,600.00 = Rp 23,400.00 0.400 lt Minyak bekisting Rp 6,500.00 = Rp 2,600.00




1 M3 MEMBUAT SLOOF BETON BERTULANG (200 KG BESI+BEKISTING)

0.270 Kayu terentang Rp 3,696,000.00 = Rp 997,920.00

2.000 kg Paku biasa 2" - 5 " Rp 15,600.00 = Rp 31,200.00

0.600 lt Minyak bekisting Rp 6,500.00 = Rp 3,900.00

200.000 kg Besi beton polos Rp 13,000.00 = Rp 2,600,000.00

3.000 kg Kawat beton Rp 16,900.00 = Rp 50,700.00

323.000 kg PC Rp 1,495.00 = Rp 482,885.00

0.520 Pasir beton Rp 100,000.00 = Rp 52,000.00

0.780 Koral beton Rp 225,000.00 = Rp 175,500.00



1.560 org/hr Tukang kayu Rp 40,000.00 = Rp 62,400.00

1.400 org/hr Tukang besi Rp 40,000.00 = Rp 56,000.00



Total = Rp 4,704,675.00

Dibulatkan = Rp 4,704,600.00

m3

m3

m3

m3

m3

m3

34

1 M3 MEMBUAT KOLOM BETON BERTULANG PRAKTIS(150 KG BESI+BEKISTING)

0.400 Kayu terentang Rp 3,696,000.00 = Rp 1,478,400.00





323.000 kg PC Rp 1,495.00 = Rp 482,885.00

0.520 Pasir beton Rp 100,000.00 = Rp 52,000.00

0.780 Koral beton Rp 225,000.00 = Rp 175,500.00

20.000 btg Dolken kayu galam dia 8 - 10 mm/ Rp 18,000.00 = Rp 360,000.00







Total = Rp 5,151,360.00


1 M3 MEMBUAT KOLOM BETON BERTULANG (300 KG BESI+BEKISTING)






323.000 kg PC Rp 1,495.00 = Rp 482,885.00

0.520 Pasir beton Rp 100,000.00 = Rp 52,000.00

0.780 Koral beton Rp 225,000.00 = Rp 175,500.00








Total = Rp 7,101,360.00


m3

m3

m3

m3

m3

m3

35

1 M3 MEMBUAT BALOK BETON BERTULANG (200 KG BESI+BEKISTING)0.320 Kayu terentang Rp 3,696,000.00 = Rp 1,182,720.00 3.200 kg Paku biasa 2" - 5 " Rp 15,600.00 = Rp 49,920.00 1.600 lt Minyak bekisting Rp 6,500.00 = Rp 10,400.00


323.000 kg PC Rp 1,495.00 = Rp 482,885.00 0.520 Pasir beton Rp 100,000.00 = Rp 52,000.00 0.780 Koral beton Rp 225,000.00 = Rp 175,500.00 0.140 Balok kayu borneo Rp 3,080,000.00 = Rp 431,200.00 2.800 lbr Plywood tebal 9 mm Rp 123,500.00 = Rp 345,800.00

16.000 btg Dolken kayu galam dia 8 - 10 mm/ Rp 18,000.00 = Rp 288,000.00 5.960 org/hr Pekerja Rp 32,000.00 = Rp 190,720.00 0.350 org/hr Tukang batu Rp 40,000.00 = Rp 14,000.00 2.800 org/hr Tukang kayu Rp 40,000.00 = Rp 112,000.00 1.400 org/hr Tukang besi Rp 40,000.00 = Rp 56,000.00 0.455 org/hr Kepala tukang Rp 45,000.00 = Rp 20,475.00 0.208 org/hr Mandor Rp 47,500.00 = Rp 9,880.00


1 M3 MEMBUAT BALOK BETON BERTULANG PRAKTIS (150 KG BESI+BEKISTING)0.320 Kayu terentang Rp 3,696,000.00 = Rp 1,182,720.00 3.200 kg Paku biasa 2" - 5 " Rp 15,600.00 = Rp 49,920.00 1.600 lt Minyak bekisting Rp 6,500.00 = Rp 10,400.00





m3

m3

m3

m3

m3

m3

m3

m3

36

1 M3 MEMBUAT DINDING BETON BERTULANG (150 KG BESI+BEKISTING)0.240 Kayu terentang Rp 3,696,000.00 = Rp 887,040.00 3.200 kg Paku biasa 2" - 5 " Rp 15,600.00 = Rp 49,920.00 1.600 lt Minyak bekisting Rp 6,500.00 = Rp 10,400.00





1 M3 MEMBUAT TANGGA BETON BERTULANG (200 KG BESI+BEKISTING)






323.000 kg PC Rp 1,495.00 = Rp 482,885.00

0.520 Pasir beton Rp 100,000.00 = Rp 52,000.00

0.780 Koral beton Rp 225,000.00 = Rp 175,500.00

0.105 Balok kayu borneo Rp 3,080,000.00 = Rp 323,400.00

2.500 lbr Plywood tebal 9 mm Rp 123,500.00 = Rp 308,750.00








Total = Rp 5,592,855.00


1 M1 MEMBUAT RING BALOK BETON BERTULANG (10 X 15) CM


0.020 kg Paku biasa 2" - 5 " Rp 15,600.00 = Rp 312.00

3.600 kg Besi beton polos Rp 13,000.00 = Rp 46,800.00

0.050 kg Kawat beton Rp 16,900.00 = Rp 845.00

5.500 kg PC Rp 1,495.00 = Rp 8,222.50

0.009 Pasir beton Rp 100,000.00 = Rp 900.00

0.015 Koral beton Rp 225,000.00 = Rp 3,375.00







Total = Rp 79,390.00


1 M3 MEMBUAT PLAT BETON BERTULANG (150 KG BESI+BEKISTING)

0.240 Kayu Begisting Rp 3,696,000.00 = Rp 887,040.00





323.000 kg PC Rp 1,495.00 = Rp 482,885.00

0.520 Pasir beton Rp 100,000.00 = Rp 52,000.00

0.780 Koral beton Rp 225,000.00 = Rp 175,500.00

0.160 Balok kayu borneo Rp 3,080,000.00 = Rp 492,800.00

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

37

2.800 lbr Plywood tebal 9 mm Rp 123,500.00 = Rp 345,800.00








Total = Rp 5,284,337.50


1M3 KOLOM BETON COMPUSIT (BAJA 300 KG PROFIL / WF+ BEKISTING)




300.000 kg Baja profil / WF Rp 14,400.00 = Rp 4,320,000.00

323.000 kg PC Rp 1,495.00 = Rp 482,885.00

0.520 Pasir beton Rp 100,000.00 = Rp 52,000.00

0.780 Koral beton Rp 225,000.00 = Rp 175,500.00







Total = Rp 7,085,310.00


1M3 BALOK BETON COMPUSIT (BAJA 200 KG PROFIL / WF + BEKISTING)




300.000 kg Baja profil / WF Rp 14,400.00 = Rp 4,320,000.00

323.000 kg PC Rp 1,495.00 = Rp 482,885.00

0.520 Pasir beton Rp 100,000.00 = Rp 52,000.00

0.780 Koral beton Rp 225,000.00 = Rp 175,500.00








Total = Rp 7,445,310.00


H.PEKERJAAN BESI DAN ALUMUNIUM

1 BUAH DAUN JENDELA RANGKA ALUMUNIUM

1.000 bh Jendela rangka Aluminium Rp 195,000.00 = Rp 195,000.00

1.000 ls Alat Bantu Rp 120,000.00 = Rp 120,000.00

1.000 ls Upah Kerja Rp 32,000.00 = Rp 32,000.00

Total = Rp 347,000.00


1 M' KUSEN PINTU DAN RANGKA JENDELA ALUMUNIUM

1.100 m' Allumunium Rp 195,000.00 = Rp 214,500.00

1.000 ls Alat Bantu Rp 120,000.00 = Rp 120,000.00

1.000 ls Upah Kerja Rp 32,000.00 = Rp 32,000.00

Total = Rp 366,500.00


1 BH PASANG RODA BESI

1.000 bh Roda Besi Rp. 60,000.00 = Rp. 60,000.00

0.0600 Org/Hari Tukang besi Konstruksi Rp 40,000.00 = Rp 2,400.00

0.0060 Org/Hari Pekerja Rp 32,000.00 = Rp 192.00


m3

m3

m3

m3

m3

m3

38


Total = Rp 62,876.25


1 BH ENGSEL BESI

1.000 bh Engsel Rp. 60,000.00 = Rp. 60,000.00





Total = Rp 62,876.25


1 M2 PASANG KAWAT BERDURI

7.0000 m' Kawat Berduri Rp - = Rp -

2.9500 kg Besi Siku Rp 32,400.00 = Rp 95,580.00


0.0060 org/hr Tukang Besi Rp 40,000.00 = Rp 240.00



Total = Rp 97,740.00


1 KG PAS. RANGKA DAN KUDA-KUDA BAJA

1.1000 Kg Besi Profil Baja/WF Rp 14,400.00 = Rp 15,840.00

0.0800 kg Meni Besi Rp 22,100.00 = Rp 1,768.00





Total = Rp 20,052.25


1 M2 PASANG PINTU BESI BAJA

1.000 Pintu Besi Baja Rp 960,000.00 = Rp 960,000.00





Total = Rp 1,011,245.00


1 M2 PASANG JENDELA BESI

1.000 Jendela Besi Rp 960,000.00 = Rp 960,000.00





Total = Rp 1,040,574.38


1 M2 PASANG PINTU LIPAT (HARMONIKA ENGKEL)

1.000 Pintu Lipat Rp 1,040,000.00 = Rp 1,040,000.00





Total = Rp 1,120,572.00


1 M2 PASANG PINTU LIPAT (HARMONIKA DOUBLE BAJA STRIP 2 X 3)

1.000 Pintu Lipat Rp 1,040,000.00 = Rp 1,040,000.00

1.000 Pintu Lipat Baja Strip 2 x 3 Rp 1,300,000.00 = Rp 1,300,000.00

M2

M2

M2

M2

M2

39





Total = Rp 2,420,572.00


1 M2 PASANG ROLLING DOOR ALUMUNIUM 3 MM

1.000 Rolling Door Al.t 3 mm Rp 726,000.00 = Rp 726,000.00





Total = Rp 824,572.00


M2

40

1 M2 PASANG PINTU ALUMUNIUM

1.000 Pintu dan Rangka Aluminium Rp 585,000.00 = Rp 585,000.00





Total = Rp 665,572.00


1 M2 PASANG TERALI BESI

11.500 Besi Strip 2 x 3 Rp 6,000.00 = Rp 69,000.00

1.200 Org/Hari Tukang Las Rp 40,000.00 = Rp 48,000.00




Total = Rp 155,968.50


1 M2 PASANG TERALI BESI (VIRKAN 2 X 2 CM)

11.500 Besi Virkan 2 x 2 cm Rp 21,000.00 = Rp 241,500.00

1.200 Org/Hari Tukang Las Rp 40,000.00 = Rp 48,000.00




Total = Rp 328,468.50


1 M2 PASANG KAWAT HARMONIKA

1.100 Kawat Harmonika Rp 18,000.00 = Rp 19,800.00

0.020 Kg Paku Biasa 1/2" - 1" Rp 14,400.00 = Rp 288.00

0.002 Kayu Kamper,papan Rp 9,600,000.00 = Rp 17,280.00

0.100 Org/Hari Tukang Kayu Rp 40,000.00 = Rp 4,000.00




Total = Rp 45,041.75


1 M2 PASANG KAWAT NYAMUK

1.100 Kawat Nyamuk Rp 18,000.00 = Rp 19,800.00







Total = Rp 45,065.75


M2

M1

M1

M2

M3

M2

M3

41

1 M2 PASANG KAWAT KASSA

1.100 Kawat Kassa Rp 18,000.00 = Rp 19,800.00







Total = Rp 45,065.75


1 M2 PASANG KAWAT BURUNG

1.100 Kawat Burung Rp 18,000.00 = Rp 19,800.00







Total = Rp 45,065.75


1 M2 PASANG JENDELA NAKO DAN TRALIS

1.100 Jendela Nako Rp - = Rp -

0.020 Kg Paku Biasa 1/2" - 1" atau skrup Rp 15,600.00 = Rp 312.00

0.025 Kg Besi Strip Rp 10,800.00 = Rp 270.00





Total = Rp 15,929.50


1 KG TANDON RANGKA BESI SIKU

1.100 Kg Besi Siku Rp 32,400.00 = Rp 35,640.00





Total = Rp 38,084.25


M2

M3

M2

M3

M2

42

1 M2 PASANG TALANG DATAR SENG BJLS 28

0.500 Lbr Seng Plat 3' x 6' BJLs 28 Rp 72,000.00 = Rp 36,000.00

0.010 M3 Kayu Meranti,papan Rp 6,000,000.00 = Rp 57,600.00


0.250 Kg Flincote/Meni Besi Rp 20,400.00 = Rp 5,100.00





Total = Rp 120,918.38


1 M2 PASANG TALANG MIRING SENG BJLS 28




0.300 Kg Flincote/Meni Besi Rp 20,400.00 = Rp 6,120.00





Total = Rp 75,218.38


1 M2 PASANG TALANG 1/2 LINGKARAN D-10 cm BJLS 28



0.100 Kg Paku Biasa 1/2" - 1" Rp 15,600.00 = Rp 1,560.00

0.500 Kg Besi Strip Rp 20,400.00 = Rp 10,200.00





Total = Rp 165,144.38


1 M2 PASANG TALANG 1/2 LINGKARAN D-10 cm BJLS 24



0.100 Kg Paku Biasa 1/2" - 1" Rp 15,600.00 = Rp 1,560.00

0.500 Kg Besi Strip Rp 20,400.00 = Rp 10,200.00





Total = Rp 165,144.38


43

1 BH PASANG MUUR BAUT

1.000 bh Muur Baut dia.12 mm Rp. 17,000.00 = Rp. 17,000.00



Total = Rp 17,206.25


1 M' PASANG PIPA GI MONEL dia 0.5 "

0.167 m' Pipa GI Monel dia 0.5 " Rp. 132,000.00 = Rp. 22,004.40





Total = Rp 24,880.65


1 M' PASANG PIPA GI MONEL dia 1 "

0.167 m' Pipa GI Monel dia 1 " Rp. 150,000.00 = Rp. 25,005.00





Total = Rp 27,881.25


1 M' PASANG PIPA GI MONEL dia 1 1/4 "

0.167 m' Pipa GI Monel dia 1 1/4 " Rp. 160,000.00 = Rp 26,672.00





Total = Rp 29,548.25


1 M' PASANG PIPA GI MONEL dia 2. "

0.167 m' Pasang Pipa GI Monel dia 2 " Rp. 200,000.00 = Rp. 33,333.33





Total = Rp 36,209.58


1 M' PASANG PIPA GI MONEL dia 2.5. "

0.167 m' Pasang Pipa GI Monel dia 2.5 " Rp. 225,000.00 = Rp. 37,500.00





Total = Rp 40,376.25


1 M2 PASANG PLAT EZER MONEL 6 mm

0.347 Lbr Plat Ezeer Monel 6 mm Rp. 720,000.00 = Rp. 250,000.00





Total = Rp 252,876.25


44

I. PEKERJAAN KAYU

1 M3 PASANG KUSEN PINTU DAN JENDELA KY. Jati

1.100 Kayu jati, balok Rp 24,000,000.00 = Rp 26,400,000.00





Total = Rp 27,496,250.00


1 M3 KUSEN PINTU DAN JENDELA KY. Kamper

1.200 Kayu kamper, balok Rp 8,400,000.00 = Rp 10,080,000.00





Total = Rp 11,096,250.00


1 M3 PASANG KUSEN PINTU DAN JENDELA KY. Kruing

1.200 Kayu Kruing Rp 6,000,000.00 = Rp 7,200,000.00





Total = Rp 8,216,250.00


1 M3 PASANG KUSEN PINTU DAN JENDELA KY. Meranti

1.200 Kayu Meranti, balok Rp 5,100,000.00 = Rp 6,120,000.00





Total = Rp 7,136,250.00


m3

m3

m3

m3

45

1 M3 PASANG KUSEN PINTU DAN JENDELA KY. TAHUN Lokal Kelas I

1.200 Kayu Lokal Kelas I (str.ky.Sapen), bRp 4,200,000.00 = Rp 5,040,000.00





Total = Rp 6,056,250.00


1 M2 PASANG DAUN PINTU PANIL Kayu Jati

0.040 Kayu jati, papan Rp 26,400,000.00 = Rp 1,056,000.00





Total = Rp 1,201,625.00


1 M2 PASANG DAUN PINTU PANIL Kayu Kamper

0.040 Kayu kamper, papan Rp 9,600,000.00 = Rp 384,000.00





Total = Rp 529,625.00


1 M2 PASANG DAUN PINTU PANIL Kayu Meranti

0.040 Kayu Meranti, papan Rp 6,000,000.00 = Rp 240,000.00





Total = Rp 385,625.00


1 M2 PASANG DAUN PINTU PANIL Kayu Tahun Lokal Kelas I

0.040 Kayu Lokal Kelas I (str.ky.Sapen), bRp 4,200,000.00 = Rp 168,000.00





Total = Rp 313,625.00


1 M2 PASANG PINTU DAN JENDELA KACA KAYU JATI

0.035 Kayu jati, papan Rp 26,400,000.00 = Rp 924,000.00





Total = Rp 1,040,500.00


1 M2 PASANG PINTU DAN JENDELA KACA KAYU KAMPER






Total = Rp 452,500.00


m3

m3

m3

m3

m3

m3

m3

46

1 M2 PASANG PINTU DAN JENDELA KACA KAYU MERANTI

0.035 Kayu meranti, papan Rp 6,000,000.00 = Rp 210,000.00





Total = Rp 326,500.00


1 M2 PASANG PINTU DAN JENDELA KACA KAYU TAHUN LOKAL KLAS I

0.035 Kayu Lokal Kelas I (str.ky.Sapen), Rp 4,200,000.00 = Rp 147,000.00





Total = Rp 263,500.00


1 M2 PASANG PINTU DAN JENDELA JALUSI KAYU JATI






Total = Rp 1,869,350.00


1 M2 PASANG PINTU DAN JENDELA JALUSI KAYU KAMPER






Total = Rp 803,650.00


1 M2 PASANG PINTU DAN JENDELA JALUSI KAYU MERANTI

0.064 Kayu meranti, papan Rp 6,000,000.00 = Rp 384,000.00





Total = Rp 563,750.00


1 M2 PASANG PINTU DAN JENDELA JALUSI KAYU Lokal Kelas I

0.064 Kayu Lokal Kelas I Str Ky. Sapen, p Rp 4,200,000.00 = Rp 268,800.00





Total = Rp 458,050.00


1 M2 PASANG PINTU PLYWOOD RANGKAP, RANGKA KAYU JATI

0.020 Kayu jati, papan Rp 26,400,000.00 = Rp 517,440.00

0.030 kg Rp 15,600.00 = Rp 468.00

0.300 lt Lem kayu Rp 11,400.00 = Rp 3,420.00

1.000 lbr Plywood 4' x 3' x 6 mm Rp 84,500.00 = Rp 84,500.00




m3

m3

m3

m3

m3

m3

m3

Paku biasa 1/2" - 1"

47


Total = Rp 715,453.00


1 M2 PASANG PINTU PLYWOOD RANGKAP, RANGKA KAYU KAMPER


0.030 kg Rp 15,600.00 = Rp 468.00

0.300 lt Lem kayu Rp 11,400.00 = Rp 3,420.00






Total = Rp 386,173.00


1 M2 PASANG PINTU PLYWOOD RANGKAP, RANGKA KAYU MERANTI


0.030 kg Rp 15,600.00 = Rp 468.00

0.300 kg Lem kayu Rp 11,400.00 = Rp 3,420.00






Total = Rp 315,613.00


m3


m3


48

1 M2 PASANG PINTU PLYWOOD RANGKAP, RANGKA KAYU TAHUN LOKAL KLAS I

0.020 Kayu Lokal Kelas I Str Ky. Sapen, p Rp 4,200,000.00 = Rp 82,320.00

0.030 kg Rp 15,600.00 = Rp 468.00

0.300 kg Lem kayu Rp 11,400.00 = Rp 3,420.00






Total = Rp 280,333.00


1 M2 PASANG JALUSI MATI KUSEN KAYU JATI


0.150 kg Rp 15,600.00 = Rp 2,340.00





Total = Rp 1,692,527.50


1 M2 PASANG JALUSI MATI KUSEN KAYU KAMPER


0.150 kg Rp 15,600.00 = Rp 2,340.00





Total = Rp 684,527.50


1 M2 PASANG JALUSI MATI KUSEN KAYU MERANTI0.060 Kayu Meranti, papan Rp 6,000,000.00 = Rp 360,000.00 0.150 kg Rp 15,600.00 = Rp 2,340.00 0.500 org/hr Pekerja Rp 32,000.00 = Rp 16,000.00 2.000 org/hr Tukang kayu Rp 40,000.00 = Rp 80,000.00 0.200 org/hr Kepala tukang Rp 45,000.00 = Rp 9,000.00 0.025 org/hr Mandor Rp 47,500.00 = Rp 1,187.50


1 M2 PASANG JALUSI MATI KUSEN KAYU TAHUN LOKAL KELAS I0.060 Kayu Lokal Kelas I Str Ky. Sapen, p Rp 4,200,000.00 = Rp 252,000.00 0.150 kg Rp 15,600.00 = Rp 2,340.00 0.500 org/hr Pekerja Rp 32,000.00 = Rp 16,000.00 2.000 org/hr Tukang kayu Rp 40,000.00 = Rp 80,000.00 0.200 org/hr Kepala tukang Rp 45,000.00 = Rp 9,000.00 0.025 org/hr Mandor Rp 47,500.00 = Rp 1,187.50


m3


m3


m3


m3


m3


49

1 M3 PASANG KUDA-KUDA KAYU JATI1.100 Kayu jati, balok Rp 24,000,000.00 = Rp 26,400,000.00

15.000 kg Besi plat strip Rp 10,800.00 = Rp 162,000.00 0.800 kg Rp 15,600.00 = Rp 12,480.00 4.000 org/hr Pekerja Rp 32,000.00 = Rp 128,000.00

12.000 org/hr Tukang kayu Rp 40,000.00 = Rp 480,000.00 1.200 org/hr Kepala tukang Rp 45,000.00 = Rp 54,000.00 0.200 org/hr Mandor Rp 47,500.00 = Rp 9,500.00


1 M3 PASANG KUDA-KUDA KAYU BENGKIRAI1.100 Kayu Bengkirai, balok Rp 7,200,000.00 = Rp 7,920,000.00

15.000 kg Besi strip Rp 10,800.00 = Rp 162,000.00 0.800 kg Rp 15,600.00 = Rp 12,480.00 4.000 org/hr Pekerja Rp 32,000.00 = Rp 128,000.00



1 M3 PASANG KUDA-KUDA KAYU KRUING1.100 Kayu Kruing, balok Rp 6,000,000.00 = Rp 6,600,000.00




1 M3 PASANG KUDA-KUDA KAYU MERANTI1.100 Kayu Meranti, balok Rp 5,100,000.00 = Rp 5,610,000.00




1 M3 PASANG KUDA-KUDA KAYU TAHUN LOKAL KELAS I1.100 Ky.Tahun Lokal Kelas I Str Sapen,baRp 4,200,000.00 = Rp 4,620,000.00




m3

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

50

1 M2 USUK 5/7 DAN RENG 2/3 GENTENG KODOK KY. KAMPER0.012 Kayu Kamper, balok Rp 8,400,000.00 = Rp 100,800.00 0.150 kg Rp 15,600.00 = Rp 2,340.00 0.100 org/hr Pekerja Rp 32,000.00 = Rp 3,200.00 0.100 org/hr Tukang kayu Rp 40,000.00 = Rp 4,000.00 0.010 org/hr Kepala tukang Rp 45,000.00 = Rp 450.00 0.005 org/hr Mandor Rp 47,500.00 = Rp 237.50


1 M2 USUK 5/7 DAN RENG 2/3 GENTENG KODOK KY. BENGKIRAI0.012 Kayu Bengkirai, balok Rp 7,200,000.00 = Rp 86,400.00 0.150 kg Rp 15,600.00 = Rp 2,340.00 0.100 org/hr Pekerja Rp 32,000.00 = Rp 3,200.00 0.100 org/hr Tukang kayu Rp 40,000.00 = Rp 4,000.00 0.010 org/hr Kepala tukang Rp 45,000.00 = Rp 450.00 0.005 org/hr Mandor Rp 47,500.00 = Rp 237.50


1 M2 USUK 5/7 DAN RENG 2/3 GENTENG KODOK KY. KRUING0.012 Kayu Kruing, balok Rp 6,000,000.00 = Rp 72,000.00 0.150 kg Rp 15,600.00 = Rp 2,340.00 0.100 org/hr Pekerja Rp 32,000.00 = Rp 3,200.00 0.100 org/hr Tukang kayu Rp 40,000.00 = Rp 4,000.00 0.010 org/hr Kepala tukang Rp 45,000.00 = Rp 450.00 0.005 org/hr Mandor Rp 47,500.00 = Rp 237.50


1 M2 USUK 5/7 DAN RENG 2/3 GENTENG KODOK KY. MERANTI0.012 Kayu Meranti, balok Rp 5,100,000.00 = Rp 61,200.00 0.150 kg Rp 15,600.00 = Rp 2,340.00 0.100 org/hr Pekerja Rp 32,000.00 = Rp 3,200.00 0.100 org/hr Tukang kayu Rp 40,000.00 = Rp 4,000.00 0.010 org/hr Kepala tukang Rp 45,000.00 = Rp 450.00 0.005 org/hr Mandor Rp 47,500.00 = Rp 237.50


1 M2 USUK 5/7 DAN RENG 2/3 GENTENG KODOK KY. TAHUN LOKAL KLAS I0.012 Kayu Tahun klas I Str Sapen, balok Rp 4,200,000.00 = Rp 50,400.00 0.150 kg Rp 15,600.00 = Rp 2,340.00 0.100 org/hr Pekerja Rp 32,000.00 = Rp 3,200.00 0.100 org/hr Tukang kayu Rp 40,000.00 = Rp 4,000.00 0.010 org/hr Kepala tukang Rp 45,000.00 = Rp 450.00 0.005 org/hr Mandor Rp 47,500.00 = Rp 237.50


m3

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

51

1 M2 USUK 5/7 MERANTI DAN RENG 2/3 KY. KRUING0.007 m3 Usuk Kayu Meranti, balok Rp 4,200,000.00 = Rp 30,660.00 0.005 m3 Reng Kayu Kruing Rp 6,000,000.00 = Rp 28,200.00 0.150 kg Rp 15,600.00 = Rp 2,340.00 0.100 org/hr Pekerja Rp 32,000.00 = Rp 3,200.00 0.010 org/hr Tukang kayu Rp 40,000.00 = Rp 400.00 0.010 org/hr Kepala tukang Rp 45,000.00 = Rp 450.00 0.005 org/hr Mandor Rp 47,500.00 = Rp 237.50


1 M2 USUK 5/7 DAN RENG 3/5 GENTENG BETON KY. BENGKIRAI0.014 Kayu Bengkirai, balok Rp 7,200,000.00 = Rp 100,800.00 0.150 kg Rp 15,600.00 = Rp 2,340.00 0.100 org/hr Pekerja Rp 32,000.00 = Rp 3,200.00 0.100 org/hr Tukang kayu Rp 40,000.00 = Rp 4,000.00 0.010 org/hr Kepala tukang Rp 45,000.00 = Rp 450.00 0.005 org/hr Mandor Rp 47,500.00 = Rp 237.50


1 M2 USUK 5/7 DAN RENG 3/5 GENTENG BETON KY.KRUING0.014 m3 Kayu Kruing, Balok Rp 6,000,000.00 = Rp 84,000.00 0.150 Kg Paku Rp 15,600.00 = Rp 2,340.00 0.100 org/hr Pekerja Rp 32,000.00 = Rp 3,200.00 0.010 org/hr Tukang Kayu Rp 40,000.00 = Rp 400.00 0.010 org/hr Kepala Tukang Rp 45,000.00 = Rp 450.00 0.005 org/hr Mandor Rp 47,500.00 = Rp 237.50


1 M2 USUK 5/7 Ky. Kruing (untuk penutup atap Seng / Asbes)0.007 m3 Usuk Kayu Kruing, balok Rp 5,400,000.00 = Rp 39,420.00 0.250 Kg Paku Rp 15,600.00 = Rp 3,900.00 0.100 org/hr Pekerja Rp 32,000.00 = Rp 3,200.00 0.010 org/hr Tukang Kayu Rp 40,000.00 = Rp 400.00 0.010 org/hr Kepala Tukang Rp 45,000.00 = Rp 450.00 0.005 org/hr Mandor Rp 47,500.00 = Rp 237.50


1 M2 USUK 5/7 Ky. Meranti (untuk penutup atap Seng / Asbes)0.007 m3 Usuk Kayu Meranti, balok Rp 4,200,000.00 = Rp 30,660.00 0.250 Kg Paku Rp 15,600.00 = Rp 3,900.00 0.100 org/hr Pekerja Rp 32,000.00 = Rp 3,200.00 0.010 org/hr Tukang Kayu Rp 40,000.00 = Rp 400.00 0.010 org/hr Kepala Tukang Rp 45,000.00 = Rp 450.00 0.005 org/hr Mandor Rp 47,500.00 = Rp 237.50


Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

52

1 M2 USUK 5/7 Ky. Tahun Lokal Kelas I (untuk penutup atap Seng / Asbes)0.007 m3 Usuk Kayu Lokal Str Sapen, balok Rp 4,200,000.00 = Rp 30,660.00 0.250 Kg Paku Rp 15,600.00 = Rp 3,900.00 0.100 org/hr Pekerja Rp 32,000.00 = Rp 3,200.00 0.010 org/hr Tukang Kayu Rp 40,000.00 = Rp 400.00 0.010 org/hr Kepala Tukang Rp 45,000.00 = Rp 450.00 0.005 org/hr Mandor Rp 47,500.00 = Rp 237.50


1 M2 PASANG RANGKA PLAFOND (1,00 x 1,00) m KAYU KAMPER 4/6

0.012 Kayu Kamper, balok Rp 8,400,000.00 = Rp 100,800.00

0.100 kg Rp 15,600.00 = Rp 1,560.00





Total = Rp 121,847.50


1 M2 PASANG RANGKA PLAFOND (1,00 x 1,00) m KAYU KRUING 4/6

0.012 Kayu Kruing, balok Rp 6,000,000.00 = Rp 72,000.00

0.100 kg Rp 15,600.00 = Rp 1,560.00





Total = Rp 93,047.50


1 M2 PASANG RANGKA PLAFOND (1,00 x 1,00) m, KAYU MERANTI 4/6

0.012 Kayu Meranti, balok Rp 5,100,000.00 = Rp 61,200.00

0.100 kg Rp 15,600.00 = Rp 1,560.00





Total = Rp 82,247.50

= Rp 82,200.00

1 M2 PASANG RANGKA PLAFOND (1,00 x 1,00) m, KAYU TAHUN LOKAL KELAS I 4/6

0.012 Ky.Thn.Lokal Kelas I str ky.sapen,baRp 4,200,000.00 = Rp 50,400.00

0.100 kg Rp 15,600.00 = Rp 1,560.00





Total = Rp 71,447.50


m3

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

53

1 M1 PASANG LIST PLAFOND, KAYU PROFIL

1.050 m' Kayu profil Rp 12,000.00 = Rp 12,600.00

0.010 kg Rp 15,600.00 = Rp 156.00





Total = Rp 16,723.50


1 M' PASANG LIST ETERNIT 1/5 KY. Kamper

0.001 m3 Ky. Kamper, Papan Rp 8,400,000.00 = Rp 4,200.00

0.010 kg Rp 15,600.00 = Rp 156.00





Total = Rp 8,323.50


1 M' PASANG LIST ETERNIT 1/5 KY. MERANTI

0.001 m3 Ky. Meranti,Papan Rp 6,000,000.00 = Rp 3,000.00

0.010 kg Rp 15,600.00 = Rp 156.00





Total = Rp 7,123.50


1 M' LISPLANG 3/20 Ky. Jati

0.007 Kayu jati,Papan Rp 26,400,000.00 = Rp 190,080.00

0.050 kg Rp 15,600.00 = Rp 780.00





Total = Rp 203,197.50


1 M' LISPLANG 3/20 Ky. Kamper

0.007 Kayu kamper,Papan Rp 9,600,000.00 = Rp 69,120.00

0.050 kg Rp 15,600.00 = Rp 780.00





Total = Rp 82,237.50


Paku biasa 2" - 5"

Paku biasa 2" - 5"

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

54

1 M' LISPLANG 3/20 Ky. Meranti

0.007 Kayu Meranti,Papan Rp 6,000,000.00 = Rp 43,200.00

0.050 kg Rp 15,600.00 = Rp 780.00





Total = Rp 56,317.50


1 M' LISPLANG 3/20 Ky. Tahun klas I

0.007 Kayu Tahun klas 1str.sapen,PapanRp 4,800,000.00 = Rp 34,560.00

0.050 kg Rp 15,600.00 = Rp 780.00





Total = Rp 47,677.50



0.008 Kayu jati, balok Rp 24,000,000.00 = Rp 180,000.00

0.050 kg Rp 15,600.00 = Rp 780.00





Total = Rp 194,327.50



0.008 Kayu kamper,Papan Rp 9,600,000.00 = Rp 72,000.00

0.060 kg Rp 15,600.00 = Rp 936.00





Total = Rp 82,961.00



0.008 Kayu Meranti,Papan Rp 6,000,000.00 = Rp 45,000.00

0.050 kg Rp 15,600.00 = Rp 780.00





Total = Rp 58,117.50


m3

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

55

1 M' LISPLANG 3/25 Ky. Tahun Lokal Klas I

0.008 Kayu Th Lokal Klas I str Sapen,PapaRp 4,800,000.00 = Rp 36,000.00

0.050 kg Rp 15,600.00 = Rp 780.00





Total = Rp 49,117.50



0.011 Kayu jati,papan Rp 26,400,000.00 = Rp 290,400.00

0.050 kg Rp 15,600.00 = Rp 780.00





Total = Rp 304,727.50




0.050 kg Rp 15,600.00 = Rp 780.00





Total = Rp 119,927.50



0.011 Kayu Meranti, Papan Rp 6,000,000.00 = Rp 66,000.00

0.050 kg Rp 15,600.00 = Rp 780.00





Total = Rp 80,327.50


1 M' LISPLANG 3/30 Ky.Tahun lokal klas 10.011 Kayu tahun lokal klas 1,papan Rp 4,800,000.00 = Rp 52,800.00 0.050 kg Rp 15,600.00 = Rp 780.00 0.110 org/hr Pekerja Rp 32,000.00 = Rp 3,520.00 0.220 org/hr Tukang kayu Rp 40,000.00 = Rp 8,800.00 0.022 org/hr Kepala tukang Rp 45,000.00 = Rp 990.00 0.005 org/hr Mandor Rp 47,500.00 = Rp 237.50


m3

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

56

1 M' LISPLANG 2 X (3X20) Ky. Kamper0.015 Kayu kamper, papan Rp 9,600,000.00 = Rp 139,200.00 0.060 kg Rp 15,600.00 = Rp 936.00 0.150 org/hr Pekerja Rp 32,000.00 = Rp 4,800.00 0.250 org/hr Tukang kayu Rp 40,000.00 = Rp 10,000.00 0.025 org/hr Kepala tukang Rp 45,000.00 = Rp 1,125.00 0.075 org/hr Mandor Rp 47,500.00 = Rp 3,562.50


1 M' LISPLANG 2 X (2X20) Ky. Kamper0.009 Kayu kamper, papan Rp 9,600,000.00 = Rp 82,560.00 0.060 kg Rp 15,600.00 = Rp 936.00 0.100 org/hr Pekerja Rp 32,000.00 = Rp 3,200.00 0.100 org/hr Tukang kayu Rp 40,000.00 = Rp 4,000.00 0.010 org/hr Kepala tukang Rp 45,000.00 = Rp 450.00 0.050 org/hr Mandor Rp 47,500.00 = Rp 2,375.00


1 M' PAPAN REUTER Ky. MERANTI 3/200.006 Kayu meranti, Papan Rp 6,000,000.00 = Rp 36,000.000.050 kg Rp 15,600.00 = Rp 780.000.100 org/hr Pekerja Rp 32,000.00 = Rp 3,200.000.100 org/hr Tukang kayu Rp 40,000.00 = Rp 4,000.000.010 org/hr Kepala tukang Rp 45,000.00 = Rp 450.000.050 org/hr Mandor Rp 47,500.00 = Rp 2,375.00


1 M' PAPAN REUTER Ky. TAHUN LOKAL KAS I 3/200.006 Kayu lokal klas I, Papan Rp 4,800,000.00 = Rp 28,800.000.050 kg Rp 15,600.00 = Rp 780.000.100 org/hr Pekerja Rp 32,000.00 = Rp 3,200.000.100 org/hr Tukang kayu Rp 40,000.00 = Rp 4,000.000.010 org/hr Kepala tukang Rp 45,000.00 = Rp 450.000.050 org/hr Mandor Rp 47,500.00 = Rp 2,375.00


1 M2 PASANG RANGKA DINDING PEMISAH KAYU KAMPER0.020 Kayu kamper, balok Rp 8,400,000.00 = Rp 163,800.00 0.007 Kayu kamper, papan Rp 9,600,000.00 = Rp 67,200.00 0.100 kg Rp 15,600.00 = Rp 1,560.00 0.150 org/hr Pekerja Rp 32,000.00 = Rp 4,800.00 0.450 org/hr Tukang kayu Rp 40,000.00 = Rp 18,000.00 0.045 org/hr Kepala tukang Rp 45,000.00 = Rp 2,025.00 0.075 org/hr Mandor Rp 47,500.00 = Rp 3,562.50


m3

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

m3

m3

Paku biasa 2" - 5"

57

1 M2 PASANG RANGKA DINDING PEMISAH KAYU MERANTI



0.100 kg Rp 15,600.00 = Rp 1,560.00





Total = Rp 171,397.50


1 M2 PASANG DINDING PEMISAH PLAYWOOD RANGKAP, RANGKA KAYU KAMPER

0.020 Kayu kamper, balok Rp 8,400,000.00 = Rp 163,800.00


0.100 kg Rp 15,600.00 = Rp 1,560.00

0.560 lt Lem Kayu Rp 11,400.00 = Rp 6,384.00






Total = Rp 357,019.00


1 M2 PASANG DINDING PEMISAH PLAYWOOD RANGKAP, RANGKA KAYU MERANTI



0.100 kg Rp 15,600.00 = Rp 1,560.00

0.560 lt Lem Kayu Rp 11,400.00 = Rp 6,384.00






Total = Rp 267,469.00


1 M' PAPAN KOMPRES 3/15 Ky. Kamper

0.005 Kayu kamper, Papan Rp 9,600,000.00 = Rp 43,200.00

0.050 kg Rp 15,600.00 = Rp 780.00





Total = Rp 54,005.00


m3

m3

Paku biasa 2" - 5"

m3

m3

Paku biasa 2" - 5"

m3

m3

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

58

1 M2 PASANG PLYWOOD, Tebal 4 mm untuk dinding

0.400 lbr Plywood 4' x 8 ' x 6 mm Rp 84,500.00 = Rp 33,800.00

0.050 kg Rp 15,600.00 = Rp 780.00

0.025 org/hr Pekerja Rp 32,000.00 = Rp 800.00




Total = Rp 38,779.25


1 M2 PASANG DAUN PINTU PLYWOOD RANGKAP LAPIS ALUMUNIUM RANGKA Ky. Kamper0.040 m3 Kayu Kamper,Papan Rp 9,600,000.00 = Rp 384,000.00 1.000 m2 Playwood 4' x 3' x 6mm Rp 84,500.00 = Rp 84,500.00 1.000 lbr Alumunium Rp 180,000.00 = Rp 180,000.00 0.300 Kg Lem Rp 11,400.00 = Rp 3,420.00 0.030 Kg Paku biasa 1/2" - 1" Rp 15,600.00 = Rp 468.00 0.025 org/hr Pekerja Rp 32,000.00 = Rp 800.00 0.075 org/hr Tukang Kayu Rp 40,000.00 = Rp 3,000.00 0.008 org/hr Kepala Tukang Rp 45,000.00 = Rp 360.00 0.001 org/hr Mandor Rp 47,500.00 = Rp 47.50


1 M2 PASANG DAUN PINTU PLYWOOD RANGKAP LAPIS ALUMUNIUM RANGKA Ky. MERANTI0.020 m3 Kayu Meranti,Papan Rp 6,000,000.00 = Rp 120,000.00 1.000 m2 Playwood 4' x 3' x 6mm Rp 84,500.00 = Rp 84,500.00 1.000 lbr Alumunium Rp 195,000.00 = Rp 195,000.00 0.300 Kg Lem Rp 11,400.00 = Rp 3,420.00 0.030 Kg Paku biasa 1/2" - 1" Rp 15,600.00 = Rp 468.00 0.025 org/hr Pekerja Rp 32,000.00 = Rp 800.00 0.075 org/hr Tukang Kayu Rp 40,000.00 = Rp 3,000.00 0.008 org/hr Kepala Tukang Rp 45,000.00 = Rp 360.00 0.001 org/hr Mandor Rp 47,500.00 = Rp 47.50





59

1 M2 DAUN PINTU PANIL ISIAN PLAYWOOD 8 mm RANGKA Ky. MERANTI0.020 m3 Kayu Meranti,papan Rp 6,000,000.00 = Rp 117,600.00 1.000 m2 Playwood 4' x 3' x 8 mm Rp 117,000.00 = Rp 117,000.00 0.300 Kg Lem Rp 11,400.00 = Rp 3,420.00 0.030 Kg Paku biasa 1/2" - 1" Rp 15,600.00 = Rp 468.00 0.600 m2 Pekerja Rp 32,000.00 = Rp 19,200.00 2.000 org/hr Tukang Kayu Rp 40,000.00 = Rp 80,000.00 0.200 org/hr Kepala Tukang Rp 45,000.00 = Rp 9,000.00 0.030 org/hr Mandor Rp 47,500.00 = Rp 1,425.00


1 M2 DAUN PINTU PANIL ISIAN PLAYWOOD 8 mm RANGKA Ky. Tahun Lokal Kelas I0.020 m3 Kayu Lokal Klas I str Sapen,papan Rp 4,200,000.00 = Rp 82,320.00 1.000 m2 Playwood 4' x 3' x 8 mm Rp 117,000.00 = Rp 117,000.00 0.300 Kg Lem Rp 11,400.00 = Rp 3,420.00 0.030 Kg Paku biasa 1/2" - 1" Rp 15,600.00 = Rp 468.00 0.600 m2 Pekerja Rp 32,000.00 = Rp 19,200.00 2.000 org/hr Tukang Kayu Rp 40,000.00 = Rp 80,000.00 0.200 org/hr Kepala Tukang Rp 45,000.00 = Rp 9,000.00 0.030 org/hr Mandor Rp 47,500.00 = Rp 1,425.00


1 M2 PASANG DAUN PINTU TRIPLEK Rangka Kayu Kamper


0.030 kg Rp 15,600.00 = Rp 468.00

0.300 lt Lem kayu Rp 11,400.00 = Rp 3,420.00

1.000 lbr Triplek Rp 52,000.00 = Rp 52,000.00





Total = Rp 353,673.00


1 M2 PASANG DAUN PINTU TRIPLEK Rangka Kayu Meranti


0.030 kg Rp 15,600.00 = Rp 468.00

0.300 lt Lem kayu Rp 11,400.00 = Rp 3,420.00

1.000 lbr Triplek Rp 52,000.00 = Rp 52,000.00


1.500 org/hr Tukang Kayu Rp 40,000.00 = Rp 60,000.00

0.800 org/hr Kepala Tukang Rp 45,000.00 = Rp 36,000.00


Total = Rp 292,138.00


m3


m3


60

1 M2 BEDAK Ky. MERANTI 3/20

0.007 m3 Kayu meranti, Papan Rp 6,000,000.00 = Rp 43,200.00

0.060 Kg Rp 15,600.00 = Rp 936.00





Total = Rp 54,161.00


J. PEKERJAAN LANGIT - LANGIT

1 M2 LANGIT-LANGIT ASBES (1,00 x 1,00) m, Tebal 3,5 mm

1.100 lbr Pelat asbes tebal 3,5 mm Rp 10,400.00 = Rp 11,440.00

0.010 kg Paku Rp 15,600.00 = Rp 156.00





Total = Rp 15,742.25


1 M2 LANGIT-LANGIT ASBES (1,00 x 1,00) m, Tebal 3,5 mm, rangka Meranti

1.100 lbr Pelat asbes tebal 3.5 mm Rp 10,400.00 = Rp 11,440.00

0.012 m3 Kayu Meranti, balok Rp 5,100,000.00 = Rp 61,200.00

0.060 kg Paku Rp 15,600.00 = Rp 936.00





Total = Rp 82,103.50


1 M2 LANGIT-LANGIT GYPSUM BOARD, Tebal 9 mm

0.364 lbr Gypsum board (122x240x9 ) mm Rp 66,000.00 = Rp 24,024.00

0.110 kg Paku sekrup Rp 15,600.00 = Rp 1,716.00





Total = Rp 31,402.50


1 M1 LIST GYPSUM

1.000 m1 List Gypsum Rp 7,500.00 = Rp 7,500.00

0.110 kg Paku sekrup Rp 15,600.00 = Rp 1,716.00





Total = Rp 14,878.50


Paku biasa 2" - 5"

61

K. PEKERJAAN PENUTUP ATAP

1 M2 PASANG ATAP GENTENG KODOK /GLAZUUR

25.000 bh Genteng kecil kodok / glazzur Rp 6,500.00 = Rp 162,500.00





Total = Rp 171,040.00


1 M1 PASANG BUBUNG GENTENG KODOK GLAZUUR

5.000 bh Genteng bubung kodok glazuur Rp 11,880.00 = Rp 59,400.00

8.000 kg PC Rp 1,495.00 = Rp 11,960.00






Total = Rp 96,195.00


1 M2 PASANG ATAP GENTENG PALENTONG BESAR

12.000 bh Genteng palentong Rp 3,900.00 = Rp 46,800.00





Total = Rp 54,650.00


1 M1 PASANG GENTENG BUBUNG PALENTONG

5.000 bh Genteng bubung palentong Rp 7,920.00 = Rp 39,600.00

8.000 kg PC Rp 1,495.00 = Rp 11,960.00






Total = Rp 76,395.00


1 M2 PASANG GENTENG MODEL KARANG PILANG / MODEL KODOK BIMA AMBULU

25.000 Bh Genteng Model K. Pilang Rp 3,900.00 = Rp 97,500.00



0.008 org/hr Kepala Tukang Rp 45,000.00 = Rp 360.00


Total = Rp 106,040.00


m3

m3

62

1 M' BUBUNGAN SEJENIS 5.000 bh Genteng bubung sejenis Rp 7,500.00 = Rp 37,500.008.000 kg PC Rp 1,495.00 = Rp 11,960.000.032 Pasir pasang Rp 95,000.00 = Rp 3,040.000.400 org/hr Pekerja Rp 32,000.00 = Rp 1,024.000.200 org/hr Tukang batu Rp 40,000.00 = Rp 16,000.000.020 org/hr Kepala tukang Rp 45,000.00 = Rp 9,000.000.002 org/hr Mandor Rp 47,500.00 = Rp 950.00


1 M2 PASANG GENTENG MODEL KARANG PILANG / MODEL KODOK MEIRIL NGLAYUR25.000 Bh Genteng Model K. Pilang Rp 3,500.00 = Rp 87,500.000.150 org/hr Pekerja Rp 32,000.00 = Rp 4,800.000.075 org/hr Tukang batu Rp 40,000.00 = Rp 3,000.000.008 org/hr Kepala Tukang Rp 45,000.00 = Rp 360.000.008 org/hr Mandor Rp 47,500.00 = Rp 380.00




1 M2 PAS.GENTENG BETON 11.000 Bh Genteng Beton Rp 3,900.00 = Rp 42,900.000.030 Kg Paku Biasa 2"- 5" Rp 15,600.00 = Rp 468.000.150 org/hr Pekerja Rp 32,000.00 = Rp 4,800.000.075 org/hr Tukang batu Rp 40,000.00 = Rp 3,000.000.008 org/hr Kepala Tukang Rp 45,000.00 = Rp 360.000.008 org/hr Mandor Rp 47,500.00 = Rp 380.00


1 M' PAS. BUBUNGAN SEJENIS 3.500 Bh Bubungan Rp 7,920.00 = Rp 27,720.000.050 Kg Paku Biasa 2" x 5" Rp 15,600.00 = Rp 780.00

10.800 Kg Semen Abu-abu Rp 1,495.00 = Rp 16,146.000.032 Pasir Pasang Rp 95,000.00 = Rp 3,040.001.000 Kg Semen Warna Rp 11,050.00 = Rp 11,050.000.400 org/hr Pekerja Rp 32,000.00 = Rp 12,800.000.200 org/hr Tukang kayu Rp 40,000.00 = Rp 8,000.000.020 org/hr Kepala Tukang Rp 45,000.00 = Rp 900.000.020 org/hr Mandor Rp 47,500.00 = Rp 950.00


m3

m3

m3

63

1 M2 GENTENG PRESS BIASA25.000 Bh Genteng Press Biasa Rp 500.00 = Rp 12,500.000.150 org/hr Pekerja Rp 32,000.00 = Rp 4,800.000.075 org/hr Tukang batu Rp 40,000.00 = Rp 3,000.000.008 org/hr Kepala Tukang Rp 45,000.00 = Rp 360.000.008 org/hr Mandor Rp 47,500.00 = Rp 380.00


1 M' BUBUNGAN SEJENIS 5.000 bh Genteng bubung press biasa Rp 5,000.00 = Rp 25,000.008.000 kg PC Rp 1,495.00 = Rp 11,960.000.032 Pasir pasang Rp 95,000.00 = Rp 3,040.000.400 org/hr Pekerja Rp 32,000.00 = Rp 1,024.000.200 org/hr Tukang batu Rp 40,000.00 = Rp 16,000.000.020 org/hr Kepala tukang Rp 45,000.00 = Rp 9,000.000.002 org/hr Mandor Rp 47,500.00 = Rp 950.00


1 M2 PASANG ROOF LIGHT FIBERGLASS ( 180 x 90 ) cm0.600 lbr Roof light fibreglass ( 180 x 90 ) cmRp 30,000.00 = Rp 18,000.00 0.050 kg Rp 15,600.00 = Rp 780.00 0.140 org/hr Pekerja Rp 32,000.00 = Rp 4,480.00 0.067 org/hr Tukang kayu Rp 40,000.00 = Rp 2,680.00 0.007 org/hr Kepala tukang Rp 45,000.00 = Rp 315.00 0.007 org/hr Mandor Rp 47,500.00 = Rp 332.50


1 M2 PASANG ROOF LASER LIGHT1.000 m2 Laser Light Rp 72,000.00 = Rp 72,000.00 0.050 kg Rp 15,600.00 = Rp 780.00 0.140 org/hr Pekerja Rp 32,000.00 = Rp 4,480.00 0.067 org/hr Tukang kayu Rp 40,000.00 = Rp 2,680.00 0.007 org/hr Kepala tukang Rp 45,000.00 = Rp 315.00 0.007 org/hr Mandor Rp 47,500.00 = Rp 332.50


1M2 PASANG ATAP ASBES GELOMBANG KECIL0.800 lbr Asbes gelombang Rp 26,400.00 = Rp 21,120.00 0.120 kg Paku pancing 60 x 230 Rp 1,300.00 = Rp 156.00 0.140 org/hr Pekerja Rp 32,000.00 = Rp 4,480.00 0.067 org/hr Tukang kayu Rp 40,000.00 = Rp 2,680.00 0.007 org/hr Kepala tukang Rp 45,000.00 = Rp 315.00 0.007 org/hr Mandor Rp 47,500.00 = Rp 332.50


1M2 PASANG ATAP ASBES GELOMBANG BESAR0.370 lbr Asbes gelombang Rp 57,600.00 = Rp 21,312.00 0.120 kg Paku pancing 60 x 230 Rp 1,300.00 = Rp 156.00 0.140 org/hr Pekerja Rp 32,000.00 = Rp 4,480.00 0.067 org/hr Tukang kayu Rp 40,000.00 = Rp 2,680.00 0.007 org/hr Kepala tukang Rp 45,000.00 = Rp 315.00 0.007 org/hr Mandor Rp 47,500.00 = Rp 332.50


1M2 PASANG ATAP ASBES GELOMBANG (1,80 x 0,92) m x 5 mm0.750 lbr Asbes gelombang Rp 27,600.00 = Rp 20,700.00 0.120 kg Paku pancing 60 x 230 Rp 1,300.00 = Rp 156.00 0.140 org/hr Pekerja Rp 32,000.00 = Rp 4,480.00 0.070 org/hr Tukang kayu Rp 40,000.00 = Rp 2,800.00 0.007 org/hr Kepala tukang Rp 45,000.00 = Rp 315.00 0.007 org/hr Mandor Rp 47,500.00 = Rp 332.50


m3

Paku biasa 1/2 " - 1 "


64

1M2 PASANG ATAP ASBES GELOMBANG (2,00 x 0,92) m x 5 mm

0.600 lbr Asbes gelombang Rp 27,600.00 = Rp 16,560.00

0.120 kg Paku pancing 60 x 230 Rp 1,300.00 = Rp 156.00





Total = Rp 24,643.50









Total = Rp 97,656.00









Total = Rp 82,776.00









Total = Rp 28,243.50


65








Total = Rp 32,275.50









Total = Rp 73,435.50









Total = Rp 22,039.50









Total = Rp 29,083.50









Total = Rp 29,275.50


66








Total = Rp 29,851.50









Total = Rp 76,411.50









Total = Rp 21,487.50









Total = Rp 23,011.50


1M1 PASANG BUBUNG STEL GELOMBANG 0,92 m

2.400 lbr Bubung stel gelombang 0.92 m Rp 21,600.00 = Rp 51,840.00

6.000 bh Paku sekrup 3.5" Rp 15,600.00 = Rp 93,600.00





Total = Rp 153,903.00


67

1M1 PASANG NOK STEL GELOMBANG 1,05 m

2.100 lbr Nok stel gelombang Rp 48,000.00 = Rp 100,800.00






Total = Rp 202,863.00


1M1 PASANG NOK STEL GELOMBANG 1,08 m

2.050 lbr Nok stel gelombang Rp 48,000.00 = Rp 98,400.00






Total = Rp 200,463.00


1M2 PASANG ATAP ALUMINIUM

1.050 Atap alluminium gelombang tebal 0Rp 120,000.00 = Rp 126,000.00

0.020 kg Paku hak panjang 15 cm Rp 15,600.00 = Rp 312.00





Total = Rp 161,757.00


1M2 PASANG NOK ALUMINIUM

1.200 Nok standar 40 cm 18, swg 22 Rp 108,000.00 = Rp 129,600.00

0.040 kg Paku hak panjang 15 cm Rp 15,600.00 = Rp 624.00





Total = Rp 174,349.00


1M2 PASANG LAPISAN ALUMINIUM FOIL / SISALATION

1.050 Allumunium foil / sisalation Rp 180,000.00 = Rp 189,000.00





Total = Rp 196,405.00


m2

m2

m2

68

1M2 PASANG ATAP SENG GELOMBANG BJLS.25 PANJANG = 1.80 M

0.617 lbr Seng Gel. Panjang = 1.80m Rp 60,000.00 = Rp 37,037.04

0.020 kg Paku pancing 1/2"-1" Rp 15,600.00 = Rp 312.00





Total = Rp 44,144.04









Total = Rp 45,202.24




0.020 kg Paku pancing 1/2"-1" Rp 15,600.00 = Rp 1,872.00





Total = Rp 46,887.00


1M2 PASANG ATAP SENG GELOMBANG BJLS.25 PANJANG =3.00 M







Total = Rp 44,440.33


1M2 PASANG ATAP NOK SENG

0.300 lbr Seng Plat 3"x6" bjls 25 Rp 65,000.00 = Rp 19,500.00

0.040 kg Paku biasa 1/2" - 1" Rp 15,600.00 = Rp 624.00





Total = Rp 28,464.00


69

L. PEKERJAAN SANITASI

1 BH PEMASANGAN KLOSED JONGKOK PORSELEN

1.000 bh Kloset jongkok teraso Rp 72,000.00 = Rp 72,000.00

6.000 kg PC Rp 1,495.00 = Rp 8,970.00






Total = Rp 249,020.00


1 BH PEMASANGAN KLOSED DUDUK / MONOBLOK

1.000 bh Kloset duduk / monoblok Rp 1,080,000.00 = Rp 1,080,000.00

1.000 ls Perlengkapan 6% harga kloset Rp 64,800.00 = Rp 64,800.00





Total = Rp 1,302,045.00


1 BH PEMASANGAN URINOIR

1.000 bh Urinoir Rp 900,000.00 = Rp 900,000.00

1.000 ls Perlengkapan 30 % harga Urinoir Rp 270,000.00 = Rp 270,000.00

6.000 kg PC Rp 1,495.00 = Rp 8,970.00






Total = Rp 1,261,170.00


1 SET PEMASANGAN WASTAFEL

1.000 set Wastafel merk american/TOTTO Rp 300,000.00 = Rp 300,000.00

1.000 ls Perlengkapan 12 % harga WastafelRp 36,000.00= Rp 36,000.00

6.000 kg PC Rp 1,495.00 = Rp 8,970.00






Total = Rp 453,820.00


m3

m3

m3

70

1 BH PEMASANGAN BAK MANDI FIBER GLASS, VOLUME 0,30 M3

1.000 bh Bak fiberglass Rp 180,000.00 = Rp 180,000.00

1.000 ls Perlengkapan 18 % harga Bak Rp 32,400.00 = Rp 32,400.00





Total = Rp 407,525.00


1 BH PEMASANGAN BAK MANDI BATU BATA, VOLUME 0,30 M3220.000 bh Batu merah Rp 500.00 = Rp 110,000.00120.000 kg Semen portland Rp 1,495.00 = Rp 179,400.00

0.300 Pasir pasang Rp 95,000.00 = Rp 28,500.0045.000 bh Keramik ( 20 x 20 ) cm Rp 1,920.00 = Rp 86,400.006.000 kg PC Rp 1,495.00 = Rp 8,970.006.000 org/hr Pekerja Rp 32,000.00 = Rp 192,000.003.000 org/hr Tukang batu Rp 40,000.00 = Rp 120,000.000.300 org/hr Kepala tukang Rp 45,000.00 = Rp 13,500.000.300 org/hr Mandor Rp 47,500.00 = Rp 14,250.00


1 BH PEMASANGAN BAK BETON, VOLUME 1 M30.900 Beton K225 Rp 1,042,000.00 = Rp 937,800.00

180.000 kg Besi beton Rp 13,000.00 = Rp 2,340,000.001.000 Kayu cetakan / Begisting Rp 3,696,000.00 = Rp 3,696,000.005.000 Ubin Keramik (20 x 20) cm Rp 48,000.00 = Rp 240,000.001.000 ls Perlengkapan (10 % harga bahan toRp 479,900.00 = Rp 479,900.003.500 org/hr Pekerja Rp 32,000.00 = Rp 112,000.004.500 org/hr Tukang batu Rp 40,000.00 = Rp 180,000.000.900 org/hr Kepala tukang Rp 45,000.00 = Rp 40,500.000.900 org/hr Mandor Rp 47,500.00 = Rp 42,750.00

Total = Rp 8,068,950.00Dibulatkan = Rp 8,068,900.00

1 BH PEMASANGAN BAK FIBER GLASS, VOLUME 1 M30.900 bak fiberglass Rp 1,140,000.00 = Rp 1,026,000.001.000 ls Perlengkapan (12 % harga bahan toRp 136,800.00 = Rp 136,800.003.000 org/hr Pekerja Rp 32,000.00 = Rp 96,000.004.500 org/hr Tukang batu Rp 40,000.00 = Rp 180,000.000.900 org/hr Kepala tukang Rp 45,000.00 = Rp 40,500.000.900 org/hr Mandor Rp 47,500.00 = Rp 42,750.00


1 M1PASANG PIPA BETON (GORONG) - Diameter 15 cm - 20 cm1.100 m' Gorong-gorong dia 15 cm-20 cm. Rp 42,000.00 = Rp 46,200.00

20.000 bh Batu Bata Rp 500.00 = Rp 10,000.003.920 kg PC Rp 1,495.00 = Rp 5,860.400.056 Pasir pasang Rp 95,000.00 = Rp 5,320.000.024 Pasir urug Rp 80,000.00 = Rp 1,920.000.140 org/hr Pekerja Rp 32,000.00 = Rp 4,480.000.070 org/hr Tukang batu Rp 40,000.00 = Rp 2,800.000.007 org/hr Kepala tukang Rp 45,000.00 = Rp 315.000.007 org/hr Mandor Rp 47,500.00 = Rp 332.50




Total = Rp 277,431.00

m3

m3

m3

m2

m3

m3

m3

m3

m3

71


1 M' PASANG BUIS BETON U diameter 15 cm - 20 cm

1.100 bh Buis beton U dia 20 cm Rp 22,800.00 = Rp 25,080.00

20.000 bh Batu merah Rp 500.00 = Rp 10,000.00

3.920 kg PC Rp 1,495.00 = Rp 5,860.40


0.024 Pasir urug Rp 80,000.00 = Rp 1,920.00





Total = Rp 56,107.90



1.100 bh Buis beton U dia 30cm Rp 38,400.00 = Rp 42,240.00


10.300 kg PC Rp 1,495.00 = Rp 15,398.50


0.069 Pasir urug Rp 80,000.00 = Rp 5,520.00





Total = Rp 165,471.00


1 BH PASANG BAK KONTROL PAS.BATU BATA, Uk - 30 x 30 cm, Tinggi 35 cm


44.000 kg PC Rp 1,495.00 = Rp 65,780.00


0.070 Batu kerikil Rp 225,000.00 = Rp 15,750.00

1.600 kg Besi beton Rp 13,000.00 = Rp 20,800.00

0.060 Pasir beton Rp 100,000.00 = Rp 6,000.00





Total = Rp 301,307.50




77.000 kg PC Rp 1,495.00 = Rp 115,115.00




0.090 Pasir beton Rp 100,000.00 = Rp 9,000.00





Total = Rp 314,612.50




114.000 kg PC Rp 1,495.00 = Rp 170,430.00




m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

72

0.120 Pasir beton Rp 100,000.00 = Rp 12,000.00





0.100 org/hr Tukang gali Rp 40,000.00 = Rp 4,000.00

Total = Rp 485,675.00


1M' PASANG TALANG PVC U 20

1.000 m' Talang PVC U20 Rp 90,000.00 = Rp 90,000.00

1.000 ls Perlengkapan (35 % harga Talang) Rp 31,500.00 = Rp 31,500.00





Total = Rp 125,407.50


1M' PASANG PIPA PVC TIPE AW DIA. 1/2"

1.200 m' Pipa PVC Rp 23,400.00 = Rp 28,080.00

1.000 ls Perlengkapan (35 % harga pipa) Rp 8,190.00 = Rp 8,190.00





Total = Rp 40,177.50


m3

73


1.200 m' Pipa PVC Rp 28,800.00 = Rp 34,560.00






Total = Rp 48,547.50


1M' PASANG PIPA PVC TIPE AW DIA. 1"

1.200 m' Pipa PVC Rp 36,000.00 = Rp 43,200.00






Total = Rp 59,707.50


1M' PASANG PIPA PVC TIPE AW DIA. 1 1/2"

1.200 m' Pipa PVC Rp 66,000.00 = Rp 79,200.00






Total = Rp 95,707.50



1.200 m' Pipa PVC Rp 97,800.00 = Rp 117,360.00






Total = Rp 155,497.50


1M' PASANG PIPA PVC TIPE AW DIA. 2 1/2"

1.200 m' Pipa PVC Rp 126,000.00 = Rp 151,200.00






Total = Rp 204,094.25


74


1.200 m' Pipa PVC Rp 178,800.00 = Rp 214,560.00






Total = Rp 285,934.25



1.200 m' Pipa PVC Rp 260,400.00 = Rp 312,480.00






Total = Rp 412,414.25


1bh PASANG CORONG PIPA PVC TIPE AW DIA. 3"

1.000 bh Corong Pipa PVC dia 3" Rp 7,200.00 = Rp 7,200.00






Total = Rp 13,627.50


1bh PASANG KENI PIPA PVC TIPE AW DIA. 3"

1.000 bh Keni Pipa PVC dia 3" Rp 7,800.00 = Rp 7,800.00






Total = Rp 14,437.50


PASANG 1 BH KRAN AIR DIAMETER 3/4" ATAU 1/2"

1.000 Bh Kran Air Rp 18,000.00 = Rp 18,000.00

0.025 Bh Seal tape Rp 2,400.00 = Rp 60.00





Total = Rp 23,067.50


75

1 M' PASANG PIPA GALVANIS DIAMETER 1/2"

1.200 m' Pipa galvanis Rp 132,000.00 = Rp 158,400.00






Total = Rp 211,615.50


1 M' PASANG PIPA GALVANIS DIAMETER 3/4"







Total = Rp 258,115.50


1 M' PASANG PIPA GALVANIS DIAMETER 1"







Total = Rp 62,815.50


1 M' PASANG PIPA GALVANIS DIAMETER 2"







Total = Rp 132,622.50

Dibulatkan = Rp 132,600.00 1 M' PASANG PIPA GALVANIS DIAMETER 2 ,5"

1.200 m' Pipa galvanis Rp 110,400.00 = Rp 132,480.001.000 ls Perlengkapan (35 % harga pipa) Rp 38,640.00 = Rp 38,640.000.108 org/hr Pekerja Rp 32,000.00 = Rp 3,456.000.180 org/hr Tukang batu Rp 40,000.00 = Rp 7,200.000.018 org/hr Kepala tukang Rp 45,000.00 = Rp 810.000.005 org/hr Mandor Rp 47,500.00 = Rp 256.50


76

1 BH BAK CUCI PIRING STAINLESS STEEL1.000 bh Bak cuci piring stanless steel Rp 300,000.00 = Rp 300,000.001.000 set Water drain + asesories Rp 35,000.00 = Rp 35,000.000.030 org/hr Pekerja Rp 32,000.00 = Rp 960.000.300 org/hr Tukang batu Rp 40,000.00 = Rp 12,000.000.030 org/hr Kepala tukang Rp 45,000.00 = Rp 1,350.000.002 org/hr Mandor Rp 47,500.00 = Rp 71.25


PASANG 1 BH FLOOR DRAIN / AVAOUR1.000 bh Floor drain Rp 26,000.00 = Rp 26,000.000.010 org/hr Pekerja Rp 32,000.00 = Rp 320.000.100 org/hr Tukang batu Rp 40,000.00 = Rp 4,000.000.010 org/hr Kepala tukang Rp 45,000.00 = Rp 450.000.005 org/hr Mandor Rp 47,500.00 = Rp 237.50


M. PEKERJAAN PENGECATAN1 M2 PENGECATAN BIDANG KAYU LAMA

0.150 Kg Plamir Rp 16,000.00 = Rp 2,400.00 0.170 Kg Cat Dasar Rp 55,000.00 = Rp 9,350.00 0.170 Kg Cat Penutup Rp 55,000.00 = Rp 9,350.00 0.070 Org/Hari Pekerja Rp 32,000.00 = Rp 2,240.00 0.075 Org/Hari Tukang Cat Rp 40,000.00 = Rp 3,000.00

0.0075 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 337.50 0.0025 Org/Hari Mandor Rp 47,500.00 = Rp 118.75


1 M2 PENGECATAN BIDANG KAYU BARU ( 1 LAPIS PLAMIR ), 1 LAPIS CAT DASAR,2 LAPIS CAT PENUTUP

0.200 Kg Cat Meni Rp 22,100.00 = Rp 4,420.00 0.150 Kg Plamir Rp 16,000.00 = Rp 2,400.00 0.170 Kg Cat Dasar Rp 55,000.00 = Rp 9,350.00 0.260 Kg Cat Penutup 2 kali Rp 55,000.00 = Rp 14,300.00 0.070 Org/Hari Pekerja Rp 32,000.00 = Rp 2,240.00 0.009 Org/Hari Tukang Cat Rp 40,000.00 = Rp 360.00 0.006 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 270.00



1 M2 PELABURAN BIDANG KAYU DENGAN TEAK OIL0.360 Ltr Teak Oil Rp 7,200.00 = Rp 2,592.00 0.040 Org/Hari Pekerja Rp 32,000.00 = Rp 1,280.00 0.063 Org/Hari Tukang Cat Rp 40,000.00 = Rp 2,520.00 0.063 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 2,835.00



77

1 M2 PELABURAN BIDANG KAYU DENGAN POLITUR

0.150 Ltr Politur Rp 39,000.00 = Rp 5,850.00

0.372 Ltr Politur jadi Rp 39,000.00 = Rp 14,508.00

2.000 Lbr Ampelas Rp 9,100.00 = Rp 18,200.00

Org/Hari Pekerja Rp 32,000.00 = Rp -

0.060 Org/Hari Tukang Cat Rp 40,000.00 = Rp 2,400.00



Total = Rp 41,796.75


1 M2 PELABURAN BIDANG KAYU DENGAN CAT RESIDU DAN TER

0.350 Ltr Residu atau ter Rp 11,700.00 = Rp 4,095.00


Org/Hari Tukang Cat Rp 40,000.00 = Rp -

Org/Hari Kepala Tukang Rp 45,000.00 = Rp -


Total = Rp 7,580.00


1 M2 PELABURAN BIDANG KAYU DENGAN VERNIS

0.150 Ltr Vernis Rp 39,000.00 = Rp 5,850.00

0.050 Kg Dempul Rp 30,000.00 = Rp 1,500.00

0.100 Lbr Ampelas Rp 9,100.00 = Rp 910.00

0.010 Bh Kuas Rp 17,500.00 = Rp 175.00





Total = Rp 20,793.75


1 M2 PENGECATAN TEMBOK BARU ( 1 LAPIS PLAMIR, 1 LAPIS CAT-DASAR,

2 LAPIS CAT PENUTUP ) DENGAN CAT MUTU BAIK SETARA AVITEC

0.100 Lbr Ampelas Rp 9,100.00 = Rp 910.00

0.100 Kg Plamir Rp 26,000.00 = Rp 2,600.00

0.100 Kg Cat Dasar Rp 17,000.00 = Rp 1,700.00

0.260 Kg Cat Penutup 2X Rp 17,000.00 = Rp 4,420.00





Total = Rp 13,192.25


78


2 LAPIS CAT PENUTUP ) DENGAN CAT MUTU BAIK SETARA CATILAC

0.100 Lbr Ampelas Rp 9,100.00 = Rp 910.00

0.100 Kg Plamir Rp 26,000.00 = Rp 2,600.00

0.100 Kg Cat Dasar Rp 19,500.00 = Rp 1,950.00






Total = Rp 14,092.25



2 LAPIS CAT PENUTUP ) DENGAN CAT MUTU BAIK SETARA MOVILEC

0.100 Lbr Ampelas Rp 9,100.00 = Rp 910.00

0.100 Kg Plamir Rp 26,000.00 = Rp 2,600.00

0.100 Kg Cat Dasar Rp 58,500.00 = Rp 5,850.00






Total = Rp 28,132.25


1 M2 PENGECATAN TEMBOK LAMA ( 1 LAPIS CAT DASAR, 2 LAPIS CAT PENUTUP

DENGAN CAT MUTU BAIK SETARA AVITEC

0.120 Kg Cat Dasar Rp 17,000.00 = Rp 2,040.00






Total = Rp 7,983.75



DENGAN CAT MUTU BAIK SETARA CATILAC

0.120 Kg Cat Dasar Rp 19,500.00 = Rp 2,340.00






Total = Rp 8,733.75


79


DENGAN CAT MUTU BAIK SETARA MOVILEC

0.120 Kg Cat Dasar Rp 58,500.00 = Rp 7,020.00






Total = Rp 20,433.75


1 M2 MELABUR TEMBOK DENGAN KAPUR SIRIH

0.1000 Lbr Ampelas Rp 9,100.00 = Rp 910.00

0.2500 Ikat Alang-alang Rp 6,000.00 = Rp 1,500.00

0.0020 M3 Perancah kayu Rp 3,696,000.00 = Rp 7,392.00

0.0002 M3 Kapur sirih Rp 780,000.00 = Rp 117.00


0.0010 Org/Hari Tukang Cat Rp 40,000.00 = Rp 40.00



Total = Rp 14,882.25


1 M2 MELABUR TEMBOK LAMA DENGAN KAPUR SIRIH ( PEMELIHARAAN )

0.0020 M3 Perancah kayu Rp 3,696,000.00 = Rp 7,392.00

0.0003 M3 Kapur sirih Rp 780,000.00 = Rp 234.00





Total = Rp 9,247.25


1 M2 PENGECATAN PERMUKAAN BAJA DENGAN MENI BESI

0.100 Kg Meni besi Rp 22,100.00 = Rp 2,210.00

0.010 Bh Kuas Rp 17,500.00 = Rp 175.00





Total = Rp 12,400.00


1 M2 PENGECATAN PERMUKAAN BAJA DENGAN MENI BESI, CAT BESI, DAN PERANCAH

0.100 Kg Meni besi Rp 22,100.00 = Rp 2,210.00

0.800 Kg Cat Besi Rp 55,000.00 = Rp 44,000.00

0.010 Ltr Minyak cat Rp 30,000.00 = Rp 300.00

0.010 Bh Kuas Rp 17,500.00 = Rp 175.00

0.002 M3 Perancah Kayu Rp 3,696,000.00 = Rp 7,392.00





Total = Rp 64,092.00


1 M2 PENGECATAN PERMUKAAN BAJA LAPIS SENG (GALBANI) SECARA

MANUAL SISTEM 1 LAPIS CAT MUTAKHIR DENGAN TEBAL 200 um

0.300 Kg Cat Rp 55,000.00 = Rp 16,500.00





Total = Rp 18,300.75

80


1 M2 MENGECAT ETERNIT/PLAFOND BARU

0.060 Kg Cat Tembok Rp 17,000.00 = Rp 1,020.00

0.010 Bh Kuas Rp 17,500.00 = Rp 175.00






Total = Rp 18,602.00


1 M2 MENGECAT ETERNIT/PLAFOND LAMA

0.040 Kg Cat Tembok Rp 17,000.00 = Rp 680.00

0.010 Bh Kuas Rp 17,500.00 = Rp 175.00






Total = Rp 18,262.00


N. PEKERJAAN KUNCI DAN KACA

1 BH PASANG KUNCI TANAM 2 X PUTAR BIASA

1.000 Bh Kunci Tanam biasa Rp 71,500.00 = Rp 71,500.00





Total = Rp 92,507.50


1 BH PASANG KUNCI TANAM 2 X PUTAR ANTIK

1.000 Bh Kunci Tanam Antik Rp 195,000.00 = Rp 195,000.00





Total = Rp 223,762.50


1 BH PASANG KUNCI TANAM KAMAR MANDI

1.000 Bh Kunci Tanam Kamar Mandi Rp 58,500.00 = Rp 58,500.00





Total = Rp 79,003.75


1 BH PASANG KUNCI SILINDER

1.000 Bh Kunci silinder Rp 65,000.00 = Rp 65,000.00





Total = Rp 85,503.75


1 BH PASANG ENGSEL PINTU

1.0000 Bh Engsel Pintu Rp 13,000.00 = Rp 13,000.00

81





Total = Rp 20,190.63


1 BH PASANG ENGSEL JENDELA1.0000 Bh Engsel Jendela Rp 10,400.00 = Rp 10,400.00 0.0100 Org/Hari Pekerja Rp 32,000.00 = Rp 320.00 0.1000 Org/Hari Tukang Kayu Rp 40,000.00 = Rp 4,000.00 0.0100 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 450.00 0.0005 Org/Hari Mandor Rp 47,500.00 = Rp 23.75


1 BH PASANG ENGSEL ANGIN/HAK ANGIN 1.000 Bh Hak Angin Rp 1,300.00 = Rp 1,300.00 0.020 Org/Hari Pekerja Rp 32,000.00 = Rp 640.00 0.200 Org/Hari Tukang Kayu Rp 40,000.00 = Rp 8,000.00 0.020 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 900.00 0.010 org/hr Mandor Rp 47,500.00 = Rp 475.00


1 BH PASANG GRENDEL PINTU TANAM1.000 Bh Grendel tanam Rp 45,500.00 = Rp 45,500.00 0.020 Org/Hari Pekerja Rp 32,000.00 = Rp 640.00 0.200 Org/Hari Tukang Kayu Rp 40,000.00 = Rp 8,000.00 0.020 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 900.00 0.001 org/hr Mandor Rp 47,500.00 = Rp 47.50


82

1 BH PASANG GRENDEL BIASA1.000 Bh Grendel biasa Rp 5,000.00 = Rp 5,000.00 0.020 Org/Hari Pekerja Rp 32,000.00 = Rp 640.00 0.200 Org/Hari Tukang Kayu Rp 40,000.00 = Rp 8,000.00 0.020 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 900.00 0.001 org/hr Mandor Rp 47,500.00 = Rp 47.50


1 BH PASANG REL PINTU DORONG1.000 Bh Rel Pintu Dorong L.50.50.5 P.8 MeteRp - = Rp - 0.060 Org/Hari Pekerja Rp 32,000.00 = Rp 1,920.00 0.600 Org/Hari Tukang Besi Rp 40,000.00 = Rp 24,000.00 0.060 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 2,700.00 0.003 Org/Hari Mandor Rp 47,500.00 = Rp 142.50


1 BH PASANG KUNCI LEMARI1.000 Bh Kunci Lemari Rp 9,750.00 = Rp 9,750.00 0.025 Org/Hari Pekerja Rp 32,000.00 = Rp 800.00 0.250 Org/Hari Tukang Kayu Rp 40,000.00 = Rp 10,000.00 0.025 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 1,125.00 0.001 Org/Hari Mandor Rp 47,500.00 = Rp 59.38


1 M2 PASANG KACA BENING, Tebal 5 mm1.100 Kaca Rp 71,500.00 = Rp 78,650.000.015 Org/Hari Pekerja Rp 32,000.00 = Rp 480.000.150 Org/Hari Tukang Kayu Rp 40,000.00 = Rp 6,000.000.015 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 675.000.001 Org/Hari Mandor Rp 47,500.00 = Rp 35.63


1 M2 PASANG KACA "WIREGLASS", Tebal 5 mm1.100 Kaca Wireglass Rp 1,040,000.00 = Rp 1,144,000.000.015 Org/Hari Pekerja Rp 32,000.00 = Rp 480.000.150 Org/Hari Tukang Kayu Rp 40,000.00 = Rp 6,000.000.015 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 675.000.001 Org/Hari Mandor Rp 47,500.00 = Rp 35.63


O. PEKERJAAN INSTALASI 1 BH PASANG LAMPU BARET

1.000 bh Baret Rp 92,000.00 = Rp 92,000.00 0.250 org/hr Tukang Listrik Rp 40,000.00 = Rp 10,000.00 0.020 org/hr Mandor Rp 47,500.00 = Rp 950.00


1 BH PASANG LAMPU TL 2 x 20 Watt1.000 bh Lampu TL 2 x 20 Watt Rp 180,000.00 = Rp 180,000.00 0.250 org/hr Tukang Listrik Rp 40,000.00 = Rp 10,000.00 0.020 org/hr Mandor Rp 47,500.00 = Rp 950.00


1 BH PASANG LAMPU TL 20 Watt1.000 bh Lampu TL 20 Watt Rp 121,000.00 = Rp 121,000.00 0.250 org/hr Tukang Listrik Rp 40,000.00 = Rp 10,000.00 0.020 org/hr Mandor Rp 47,500.00 = Rp 950.00


1 BH PASANG LAMPU Pijar 20 Watt1.000 bh Lampu Pijar 20 Watt Rp 30,000.00 = Rp 30,000.00 0.250 org/hr Tukang Listrik Rp 40,000.00 = Rp 10,000.00 0.020 org/hr Mandor Rp 47,500.00 = Rp 950.00

M2

M2

83


1 BH PASANG LAMPU HIAS/TEMPEL1.000 bh Lampu Hias 20 Watt Rp 260,000.00 = Rp 260,000.00 0.250 org/hr Tukang Listrik Rp 40,000.00 = Rp 10,000.00 0.020 org/hr Mandor Rp 47,500.00 = Rp 950.00


1 SET PASANG LAMPU HIAS LANSEKAP DOUBLE BOLA LAMPU2.000 bh Lampu Hias 20 Watt model GLOBERp 260,000.00 = Rp 520,000.00 0.250 Ljr Pipa GI Monel 2.5 " Rp 660,000.00 = Rp 165,000.00 0.300 Ljr Pipa GI monel 2." Rp 462,000.00 = Rp 138,600.00 0.250 org/hr Tukang Listrik Rp 40,000.00 = Rp 10,000.00 0.020 org/hr Mandor Rp 47,500.00 = Rp 950.00


1 SET PASANG LAMPU HIAS LANSEKAP BOLA LAMPU TUNGGAL1.000 bh Lampu Hias 20 Watt Rp 260,000.00 = Rp 260,000.00 0.250 Ljr Pipa GI Monel 2.5 " Rp 660,000.00 = Rp 165,000.00 0.167 Ljr Pipa GI monel 2." Rp 462,000.00 = Rp 77,000.00 0.250 org/hr Tukang Listrik Rp 40,000.00 = Rp 10,000.00 0.020 org/hr Mandor Rp 47,500.00 = Rp 950.00


1 BH PASANG SAKELAR TUNGGAL

1.000 bh Sakelar Tunggal Rp 31,000.00 = Rp 31,000.00

0.250 org/hr Tukang Listrik Rp 40,000.00 = Rp 10,000.00


Total = Rp 41,950.00


1 BH PASANG SAKELAR GANDA

1.000 bh Sakelar Ganda Rp 52,000.00 = Rp 52,000.00



Total = Rp 62,950.00


84

1 BH PASANG STOP KONTAK

1.000 bh Stop Kontak Rp 32,500.00 = Rp 32,500.00



Total = Rp 43,450.00


1 BH PASANG INSTALASI LISTRIK

1.000 bh Instalasi Listrik Rp 165,000.00 = Rp 165,000.00



Total = Rp 175,950.00


1 BH PASANG PANEL MCB

1.000 bh Panel MCB Rp 325,000.00 = Rp 325,000.00



Total = Rp 335,950.00


DAFTAR SATUAN BAHAN DAN UPAH TAHUN 2011KABUPATEN BONDOWOSO

I. SATUAN UPAH

NO URAIAN/UPAH/BAHAN SATUAN HARGA (Rp)

1 Mandor Lapangan Org/Hari 47,500.002 Kepala Tukang Kayu Org/Hari 45,000.003 Kepala Tukang Batu Org/Hari 45,000.004 Kepala Tukang Besi Org/Hari 45,000.005 Kepala Tukang Pipa Org/Hari 45,000.006 Tukang Kayu Org/Hari 40,000.007 Tukang Pipa Org/Hari 40,000.008 Tukang Batu Org/Hari 40,000.009 Tukang Besi Org/Hari 40,000.00

10 Tukang Listrik Org/Hari 40,000.0011 Tukang Cat Org/Hari 40,000.0012 Pekerja Terlatih Org/Hari 33,000.0013 Pekerja Semi Terlatih Org/Hari 32,000.0014 Pekerja Tak Terlatih Org/Hari 31,000.0015 Penjaga Org/Hari 40,000.0016 Mekanik Org/Hari 40,000.0017 Pembantu Mekanik Org/Hari 35,000.0018 Sopir Terampil Org/Hari 50,000.0019 Pembantu Sopir Org/Hari 35,000.0020 Operator Terampil Org/Hari 75,000.0021 Operator Semi Terampil Org/Hari 60,000.0022 Pembantu Operator Org/Hari 40,000.0023 Tukang Aspal Org/Hari 40,000.00


BAHAN GALIAN 1 Pasir Urug M3 80,000.002 Pasir Pasang M3 95,000.003 Sirtu M3 92,000.004 Pasir Cor M3 100,000.005 Tanah Urug M3 65,000.006 Timbunan Pilihan M3 92,000.007 Batu Kali M3 110,000.008 Batu Belah 15/20 M3 115,000.009 Batu Belah 10/15 M3 120,000.00

10 Batu Pecah 4/7, 5/7 ( Manual ) M3 125,000.0011 Batu Pecah 3/5 ( Manual ) M3 175,000.0012 Batu Pecah 2/3 ( Manual ) M3 225,000.0013 Batu Pecah 1/2 ( Manual ) M3 240,000.0014 Batu Pecah 0,5/1 ( Manual ) M3 250,000.0015 Batu Gunung/Quarry M3 110,000.0016 Krikil Sungai Tersaring M3 198,000.0017 Koral sikat/krikil warna permukaan halus M3 200,000.0018 Batu Pecah 15/30 M3 110,000.0019 Kerikil Urug ( Grosok ) M3 125,000.0020 Batu Pecah 5/7 ( Mesin ) M3 140,000.0021 Batu Pecah 3/5 ( Mesin ) M3 200,000.0022 Batu Pecah 2/3 ( Mesin ) M3 250,000.0023 Batu Pecah 1/2 ( Mesin ) M3 275,000.0024 Batu Pecah 0,5/1 ( Mesin ) M3 325,000.0025 Grosok Pilihan M3 198,000.00

BAHAN BUATAN / OLAHAN 26 Batu Merah Bh 500.0027 Batu berongga Bh 2,000.0028 Batako Bh 5,000.0029 Abu Batu Kg 3,000.0027 Paving stone Abu-abu 6 - 7 cm M2 35,000.0028 Paving stone Tiga berlian (merah) 6 - 7 cm M2 40,000.0029 Paving stone Sudut Enam (merah) 6 - 7 cm M2 41,000.0030 Paving stone Abu-abu 8 - 10 cm M2 70,850.0031 Paving stone Tiga berlian (merah) 8 cm M2 78,650.0032 Paving stone Sudut Enam (merah) 8 cm M2 78,650.0033 Grass Block M2 58,500.0034 Mozaik Realif 30/3 Bh 104,000.0035 Roster Karawang Merah / beton Bh 7,800.0036 Kapur Sirih M3 780,000.0037 Kapur Pasang M3 715,000.0038 PC Tiga Roda 40 kg Kg 1,365.0039 PC Gresik 40 Kg Kg 1,495.00


40 Semen PC Warna Kg 11,050.0041 Batacote Kg 1,950.0042 Perekat M3 171,600.0043 Genteng Press Biasa bh 500.0044 Bubungan Sejenis bh 5,000.0045 Genteng Model K Pilang Bima Ambulu bh 3,900.0046 Bubungan Sejenis bh 7,500.0047 Genteng Beton Besar bh 3,900.0048 Bubung Sejenis bh 7,920.0049 Genteng Beton Kecil bh 2,600.0050 Bubung Sejenis bh 6,600.0051 Genteng Model K Pilang Ngayur bh 3,500.0052 Bubungan Sejenis bh 12,500.0053 Genteng Model K Pilang Ngayur Glazzur bh 6,500.0054 Bubungan Sejenis bh 11,880.0055 Genteng Palentong BIMA AMBULU bh 3,900.0056 Bubungan Sejenis bh 7,920.0057 Genteng Model K Pilang Lokal bh 1,690.0058 Bubungan Sejenis bh 7,500.0059 Genteng Palentong NGELAYUR bh 3,900.0060 Bubungan Sejenis bh 7,920.0061 Asbes Gelombang Kecil P=1,8M M2 23,400.0062 Asbes Gelombang Panjang =2,10m M2 29,900.0063 Asbes Gelombang Panjang = 2,45m M2 161,200.0064 Asbes Gelombang besar P=1,8M M2 62,400.0065 Bubungan Asbes Kecil bh 23,400.0066 Bubungan Asbes Besar bh 52,000.0067 Kertas gosok / Ampelas Lbr 9,100.0068 Teakwood Besar 9 cm Lbr 123,500.0069 Mamer Tulungagung 40/60 M2 455,000.00

bh 113,750.0070 Tegel Warna 20/20 M2 26,000.00

bh 1,040.0071 Tegel Traso 30/30 M2 33,000.00

bh 2,760.0072 Tegel Wafel 20/20 M2 26,400.00

bh 1,040.0073 Tegel Abu Abu ACC 20/20 (KW I) M2 22,800.00

bh 950.0074 Tegel Abu Abu ACC 30/30 (KW I) M2 32,500.00

bh 2,990.0075 Plint Tegel Abu Abu 15/20 Bh 3,900.0076 Plint Tegel Warna 15/20 Bh 5,200.0077 Genteng Kaca Bh 6,500.00


78 Fiber Glass 80/100 (1,80 M) Lbr 35,000.0079 Tandon Fiber Glass 1000 L Bh 600,000.0080 Bak Mandi Traso Bh 130,000.0081 Bak Mandi Bathtub (Totto) set. 2,500,000.0082 Bak Mandi Fiber bh 130,000.0083 Closet Mono Traso Set 70,000.0084 Water Heater Set 7,200,000.0085 Wastafel Warna Muda Set 300,000.0086 Urinoir Porselin (Totto) Bh 900,000.0087 Beton Roaster Bh 17,500.0088 Bak Cuci Porselain Bh 180,000.0089 Bak Cuci Traso Bh 125,000.0090 Bak Cuci Stainlees Bh 130,000.0091 Canstien Bh 42,000.0092 Multiplek 6 mm Lbr 84,500.0093 Multiplek 8 mm Lbr 117,000.0094 Multiplek 9 mm Lbr 123,500.0095 Multiplek 12 mm Lbr 175,500.0096 Multiplek 18 mm Lbr 253,000.0097 Alumunium Lbr 195,000.0098 Atap Alumunium Gelombang t 0,55 cm m2 130,000.0099 Nok Alumunium Standart 40 cm 18, swg 22 m2 117,000.00

100 Daun Jendela Rangka Alumunium Bh 520,000.00101 Kusen / Rangka Alumunium M' 162,500.00102 Triplek 3 mm Besar Lbr 52,000.00103 Triplek 4 mm Besar Lbr 71,500.00104 Triplek Melamint Lbr 71,500.00105 Kawat Ram M2 19,500.00106 Kawat Bronjong Kg 15,600.00107 Kawat Berduri Kg 18,000.00108 Bendrat Kg 16,900.00109 Keramik 20 /20 Setara Roman M2 52,000.00

Bh 2,080.00110 Keramik 20 /25 Setara Roman M2 58,500.00


Bh 3,575.00112 Keramik 40/40 Setara Roman M2 45,500.00

Bh 7,605.00113 Keramik 20 /20 Setara Asia M2 52,000.00




Bh 3,575.00116 Keramik 40/40 Setara Asia M2 45,500.00

Bh 7,605.00117 Keramik 30 /30 Setara Hercules M2 52,000.00

Bh 4,745.00118 Tegel Porselin 11 x 11 Putih M2 36,000.00

Bh 438.00119 Tegel Porselin 11 x 11 Warna M2 42,000.00

Bh 516.00120 Tegel Granit 40x40 M2 260,000.00

Bh 43,355.00121 Calciboard 4,5 mm M2 39,000.00122 Harflex 5 mm M2 30,000.00123 Harflex 3 mm M 24,000.00124 Batu Piring/Gilang Parquet M2 150,000.00125 Batu piring/Gilang pecah acak M2 30,000.00126 Batu Palimanan M2 130,000.00127 Hollowblock (HB 20) Bh 3,600.00128 Hollowblock (HB 15) Bh 3,300.00129 Hollowblock (HB 10) Bh 3,000.00130 Concreteblock (CB 20) Bh 0.00131 Concreteblock (CB 20) Bh 0.00132 Concreteblock (CB 20) Bh 0.00133 Kran Air Bh 25,500.00134 Seal tape Bh 2,600.00135 Glass Block Bh 23,400.00136 Laser Light (6 ft = 1,80 m) l=0,80 M2 78,000.00137 Avour/Floor Drain Bh 26,000.00138 Talang Pipa PVC U 20 Cm M' 90,000.00139 Buis Beton U. 20 cm panjang 1 m Bh 35,000.00140 Buis Beton U. 30 cm panjang 1 m Bh 41,600.00141 Buis Beton U. 40 cm panjang 1 m Bh 52,650.00142 Buis Beton U .50 cm panjang 1 m Bh 80,600.00143 Buis Beton U. 60 cm panjang 1 m (P=0,5M) Bh 59,150.00144 Buis Beton U.80 cm panjang 1 m (P=0,5M) Bh 67,600.00145 Buis Beton U.100 cm panjang 1 m (P=0,5M) Bh 70,200.00146 Gorong - gorong dia. 15 cm (P=1M) M' 42,000.00147 Gorong - gorong dia. 20 cm (P=1M) M' 43,800.00148 Gorong - gorong dia. 30 cm (P=1M) M' 72,000.00149 Gorong - gorong dia. 40 cm (P=1M) M' 90,600.00150 Gorong - gorong dia. 50 cm (P=1M) M' 106,200.00151 Gorong - gorong dia. 60 cm (P=0,5M) M' 146,400.00152 Gorong - gorong dia. 80 cm (P=0,5M) M' 212,400.00153 Gorong - gorong dia. 100 cm (P=0,5M) M' 276,000.00


154 Klosed Jongkok INA Bh 120,000.00155 Klosed Jongkok Teraso Bh 72,000.00156 Klosed Duduk TOTTO (Monoblock) Unit 1,080,000.00157 Asbes Datar 1 X 1 m setara kerang Lbr 10,400.00158 Gypsum tebal 9 mm (1,22 m x 2,40 m) Lbr 71,500.00159 List Gypsum KW 2 M' 13,000.00160 List Gypsum KW 1 M' 26,000.00161 Akustik 30 x 60 cm, t. 9 mm lbr 0.00162 Pompa Air DAB 12 M Bh 375,000.00163 Pipa PVC dia. 4"AW (P=4M) M1 260,400.00164 Pipa PVC dia. 3"AW M1 178,800.00165 Pipa PVC dia. 2 1/2"AW M1 126,000.00166 Pipa PVC dia. 2"AW M1 97,800.00167 Pipa PVC dia. 1 1/2"AW M1 66,000.00168 Pipa PVC dia. 1 1/4"AW M1 50,400.00169 Pipa PVC dia. 1"AW M1 24,000.00170 Pipa PVC dia. 3/4"AW M1 17,500.00171 Pipa PVC dia. 1/2"AW (P=4M) M1 12,500.00172 Keni Pipa PVC dia. 3" bh 4,000.00173 Corong Pipa PVC dia. 3" bh 7,200.00174 Pipa GI Monel dia. 2.5" (P=6M) Btg 660,000.00175 Pipa GI Monel dia. 2" Btg 462,000.00176 Pipa GI Monel dia. 1/2" Btg 282,000.00177 Pipa GI Monel dia. 3/4" Btg 240,000.00178 Pipa GI Monel dia.1" Btg 216,000.00179 Pipa GI Monel dia.1 1/4" Btg 282,000.00180 Pipa GI Monel dia. 2.5" m1 110,400.00181 Pipa GI Monel dia. 2" m1 78,000.00182 Pipa GI Monel dia. 1/2" M1 132,000.00183 Pipa GI Monel dia. 3/4" M1 162,000.00184 Pipa GI Monel dia.1" m1 36,000.00185 Pipa GI Monel dia.1 1/4" m1 47,040.00186 Bend socket RRJ 11.25 2" bh 52,000.00187 Bend socket RRJ 11.25 3" bh 77,000.00188 Bend socket RRJ 11.25 4" bh 108,000.00189 Bend socket RRJ 11.25 6" bh 231,000.00190 Bend socket RRJ 22.5' 2" bh 178,000.00191 Bend socket RRJ 22.5' 3" bh 224,000.00192 Bend socket RRJ 22.5' 4" bh 253,000.00193 Bend socket RRJ 22.5' 6" bh 316,000.00194 Bend socket RRJ 45 2" bh 56,000.00195 Bend socket RRJ 45 3" bh 80,000.00196 Bend socket RRJ 45 4" bh 117,000.00197 Bend socket RRJ 45 6" bh 172,000.00


198 Bend socket RRJ 90 2" bh 60,000.00199 Bend socket RRJ 90 3" bh 93,000.00200 Bend socket RRJ 90 4" bh 128,000.00201 Bend All Flange 45' 2" bh 189,000.00202 Bend All Flange 45' 3" bh 235,000.00203 Bend All Flange 45' 4" bh 345,000.00204 Bend All Flange 45' 6" bh 402,000.00205 Bend All Flange 90' 1,5" bh 114,000.00206 Bend All Flange 90' 2" bh 201,000.00207 Bend All Flange 90' 3" bh 253,000.00208 Bend All Flange 90' 4" bh 299,000.00209 Bend All Flange 90' 6" bh 609,000.00210 Bend All Flange 22.5' 2" bh 178,000.00211 Bend All Flange 22.5' 2,5" bh 201,000.00212 Bend All Flange 22.5' 3" bh 224,000.00213 Bend All Flange 22.5' 4" bh 253,000.00214 Bend All Flange 22.5' 6" bh 404,000.00215 Bend All Flange 11.25' 2" bh 178,000.00216 Bend All Flange 11.25' 3" bh 201,000.00217 Bend All Flange 11.25' 4" bh 253,000.00218 Bend Socket Spigot 11.25' 2" bh 44,500.00219 Bend Socket Spigot 11.25' 3" bh 70,750.00220 Bend Socket Spigot 11.25' 4" bh 103,375.00221 Bend Socket Spigot 22.5' 2" bh 46,600.00222 Bend Socket Spigot 22.5' 3" bh 76,250.00223 Bend Socket Spigot 22.5' 4" bh 110,000.00224 Bend Socket Spigot 45' 2" bh 53,000.00225 Bend Socket Spigot 45' 3" bh 86,500.00226 Bend Socket Spigot 45' 4" bh 122,875.00227 Bend Socket Spigot 90' 2" bh 58,000.00228 Bend Socket Spigot 90' 3" bh 98,000.00229 Bend Socket Spigot 90' 4" bh 141,000.00230 Box Meter bh 30,000.00231 BD Condensator 3x35 + 1x25 mm bh 27,000.00232 BC Cond 50 mm bh 46,000.00233 Beugle U 6" bh 175,000.00234 Baut Mur 5/8"x2 bh 3,200.00235 Baut Mur 5/8 x2.5" bh 3,600.00236 Baut Mur 5/8 x 3"" bh 3,900.00237 Baut Mur 5/8 x4" bh 4,400.00238 Baut Mur 3/4 x2.5" bh 7,000.00239 Baut Mur 3/4 x3" bh 8,900.00240 Ceek Valve 2" bh 1,050,000.00241 Ceek Valve 2.5" bh 1,250,000.00


242 Ceek Valve 3" bh 1,650,000.00243 Ceek Valve 4" bh 2,475,000.00244 Ceek Valve 6" bh 3,225,000.00245 Clamp Sadle 2"x1/2" bh 21,000.00246 Clamp Sadle 3"x1/2" bh 36,000.00247 Clamp Sadle 4"x1/2" bh 40,000.00248 Clamp Sadle 2"x3/4" bh 24,000.00249 Clamp Sadle 3"x3/4" bh 36,000.00250 Clamp Sadle 4"x3/4" bh 56,000.00251 Clamp Sadle 2"x1" bh 25,000.00252 Clamp Sadle 3"x1" bh 38,000.00253 Clamp Sadle 4"x1" bh 62,000.00254 Dop Drat GI 1/2" bh 3,200.00255 Dop Drat GI 3/4" bh 3,900.00256 Dop Drat GI 1" bh 5,000.00257 Dop Drat GI 1 1/2" bh 10,000.00258 Dop Drat GI 2" bh 14,900.00259 Dop Drat GI 2.5" bh 30,000.00260 Dop Drat GI 3" bh 41,000.00261 Dop Drat GI 4" bh 69,000.00262 Dop Drat GI 6" bh 233,000.00263 Dop PVC Lem/ Moof 0.5 " bh 750.00264 Dop PVC Lem/ Moof 1 " bh 4,500.00265 Dop PVC Lem/ Moof 2 " bh 11,000.00266 Dop PVC Lem/ Moof 3 " bh 21,000.00267 Dop PVC Lem/ Moof 4 " bh 35,000.00268 Dop PVC RRJ 2 " bh 10,000.00269 Dop PVC RRJ 2.5 " bh 13,000.00270 Dop PVC RRJ 3 " bh 20,000.00271 Dop PVC RRJ 4 " bh 31,000.00272 DOP Polos PVC 1/2 " bh 1,625.00273 DOP Polos PVC 3/4 " bh 1,700.00274 DOP Polos PVC 1 " bh 1,875.00275 DOP Polos PVC 1 1/4 " bh 2,000.00276 DOP Polos PVC 1 1/2 " bh 2,500.00277 DOP Drat PVC 1/2 " bh 2,000.00278 DOP Drat PVC 3/4 " bh 2,000.00279 DOP Drat PVC 1 " bh 3,000.00280 Double Naple 1/2 " bh 3,000.00281 Double Naple 3/4" bh 4,000.00282 Double Naple 1" bh 5,000.00283 Flange Spigot PVC 2" bh 65,000.00284 Flange Spigot PVC 2.5" bh 65,000.00285 Flange Spigot PVC 3" bh 117,000.00286 Flange Spigot PVC 4" bh 148,000.00


287 Flange Spigot PVC 6" bh 322,000.00288 Flange Socked PVC RRJ 2" bh 105,000.00289 Flange Socked PVC RRJ 2.5" bh 117,500.00290 Flange Socked PVC RRJ 3" bh 139,000.00291 Flange Socked PVC RRJ 4" bh 187,000.00292 Flange Socked PVC RRJ 6" bh 377,000.00293 Flange Las 2" bh 54,000.00294 Flange Las 2.5" bh 56,000.00295 Flange Las 3" bh 69,000.00296 Flange Las 4" bh 85,000.00297 Flange Las 6" bh 156,000.00298 Flange Drat 2" bh 63,000.00299 Flange Drat 3" bh 74,000.00300 Flange Drat 4" bh 92,000.00301 Flange Drat 6" bh 143,000.00302 Float valve bh 51,000.00303 Gibout Joint 2" bh 62,000.00304 Gibout Joint 3" bh 90,000.00305 Gibout Joint 4" bh 114,000.00306 Gate Valve 2" bh 460,000.00307 Gate Valve 2.5" bh 557,000.00308 Gate Valve 3" bh 661,000.00309 Gate Valve 4" bh 833,000.00310 Gate Valve 6" bh 1,138,000.00311 Gerobak Dorong bh 2,875,000.00312 Hidran Umum Fibber 1000 L unit 1,300,000.00313 Hidran Umum Fibber 2000 L unit 2,000,000.00314 Hidran Umum Fibber 3000 L unit 2,700,000.00315 Keni PVC 1/2" bh 1,500.00316 Keni PVC 3/4" bh 2,000.00317 Keni PVC 1" bh 2,500.00318 Keni PVC 1 1/4" bh 2,500.00319 Keni PVC 1 1/2" bh 2,500.00320 Keni PVC 2" bh 13,000.00321 Keni PVC 3" bh 34,000.00322 Keni PVC 4" bh 79,000.00323 Klem GI 1/2 " bh 500.00324 Klem GI 3/4 " bh 500.00325 Klem GI 1 " bh 1,500.00326 Klem GI 1 1/4 " bh 1,500.00327 Klem GI 1 1/2 " bh 1,500.00328 Klem GI 2 " bh 2,000.00329 Klem GI 3 " bh 2,500.00330 Klem GI 4 " bh 11,000.00


331 Karet Packing 4 mm bh 6,000.00332 Karet Packing 5 mm bh 8,000.00333 Kran Air 0.5" bh 22,000.00334 Kran Air 3/4" bh 32,000.00335 Kennie Drat GI 0.5" bh 2,500.00336 Kennie Drat GI 3/4" bh 2,500.00337 Kennie Drat GI 1" bh 2,500.00338 Kennie Drat GI 1.5" bh 2,500.00339 Kennie Drat GI 2" bh 3,000.00340 Kennie Drat GI 3" bh 3,000.00341 Kennie Drat GI 4" bh 4,000.00342 Keni Drat PVC 1/2" bh 1,000.00343 Keni Drat PVC 3/4" bh 2,000.00344 Keni Drat PVC 1" bh 3,000.00345 Keni Drat PVC 1 1/4" bh 3,000.00346 Kabel Power NYYHY 4 x 10 m' 57,000.00 347 Kabel Power NYYHY 4 x 25 m' 142,000.00 348 Klem Pengapit bh 8,000.00349 kapasitor 15 KV AR/415 Volt bh 8,050,000.00350 Manholle 60x60 ( Plat Baja ) unit 402,000.00351 Manometer 10 ATM bh 158,000.00352 OA KAST Type VI Pakai Kaca bh 201,000.00353 OA KAST Type III Lengkap bh 345,000.00354 Pipa GI Medium B 16 " m' 1,435,000.00355 Pipa GI Medium B 12 " m' 1,280,000.00356 Pipa GI Medium B 10 " m' 950,000.00357 Pipa GI Medium B 8 " m' 700,000.00358 Pipa GI Medium B 6 " m' 213,000.00359 Pipa GI Medium B 4 " m' 163,750.00360 Pipa GI Medium B 3 " m' 125,000.00361 Pipa GI Medium B 2 " m' 86,250.00362 Pipa GI Medium B 1 1/2 " m' 68,750.00363 Pipa GI Medium B 1 1/4 " m' 52,500.00364 Pipa GI Medium B 1 " m' 46,250.00365 Pipa GI Medium B 3/4 " m' 30,000.00366 Pipa GI Medium B 1/2 " m' 23,750.00367 Pipa PVC RRJ S-12.5 2" m' 27,000.00368 Pipa PVC RRJ S-12.5 3" m' 38,000.00369 Pipa PVC RRJ S-12.5 4" m' 56,000.00370 Pipa PVC RRJ S-12.5 6" m' 111,000.00371 Pipa PVC RRJ S-12.5 8" m' 188,000.00372 Pipa PVC RRJ S-12.5 10" m' 293,000.00373 Pipa PVC Moof S-12.5 1/2" m' 2,000.00374 Pipa PVC Moof S-12.5 3/4" m' 4,000.00


375 Pipa PVC Moof S-12.5 1" m' 7,000.00376 Pipa PVC Moof S-12.5 1 1/4" m' 9,000.00377 Pipa PVC Moof S-12.5 1 1/2" m' 17,000.00378 Pipa PVC Moof S-12.5 2" m' 16,000.00379 Pipa PVC Moof S-12.5 2 1/2" m' 19,000.00380 Pipa PVC Moof S-12.5 3" m' 34,000.00381 Pipa PVC Moof S-12.5 4" m' 51,000.00382 Pipa PVC Moof S-12.5 6" m' 109,000.00383 Pipa PVC Moof S-12.5 8" m' 180,000.00384 Pressure Filter bh 60,000,000.00385 Reduser PVC Moof 1 1/2" x 1 " 1 1/2" bh 5,000.00386 Reduser PVC Moof 2" x 1 1/2" x 2" bh 15,000.00387 Reduser PVC Moof 2" x 1 " x 2" bh 19,000.00388 Reduser PVC Moof 3" x 2" x 3" bh 41,000.00389 Reduser PVC Moof 4" x 2" x 4" bh 68,000.00390 Reduser PVC Moof 4" x 3" x 4" bh 78,000.00391 Reduser All Socket 3" x 2" bh 82,000.00392 Reduser All Socket 4 x 2" bh 119,000.00393 Reduser All Socket 4" x 3" bh 131,000.00394 Reduser All Socket 6" x 2" bh 145,000.00395 Reduser All Socket 6" x 3" bh 150,000.00396 Reduser All Flange 3" x 2" bh 113,500.00397 Reduser All Flange 4" x 2" bh 149,000.00398 Reduser All Flange 4" x 3" bh 215,000.00399 Reduser All Flange 6" x 2" bh 275,000.00400 Reduser All Flange 6" x 3" bh 336,000.00401 Reduser All Flange 3" x 2" x 3" bh 120,000.00402 Reduser All Flange 4" x 2"x 4" bh 186,000.00403 Reduser All Flange 4" x 3" x 4" bh 207,000.00404 Reduser All Flange 6" x 2" x 6" bh 302,000.00405 Reduser All Flange 6" x 3" x 6" bh 230,000.00406 Reduser All Flange 6" x 4" x 6" bh 250,000.00407 Reducer Tee All Socket 2"x 1" x 2" bh 138,000.00408 Reducer Tee All Socket 3"x 2" x 3" bh 184,000.00409 Reducer Tee All Socket 4"x 2" x 4" bh 218,000.00410 Reducer Tee All Socket 4"x 3" x 4" bh 253,000.00411 Reducer Tee All Socket 6"x 2" x 6" bh 316,000.00412 Reducer Tee All Socket 6"x 3" x 6" bh 402,000.00413 Reduser Tee All Flange 2" x 1" x 2" bh 138,000.00414 Reduser Tee All Flange 3" x 2" x 3" bh 184,000.00415 Reduser Tee All Flange 4" x 2" x 4" bh 218,000.00416 Reduser Tee All Flange 4" x 3" x 4" bh 253,000.00417 Reduser Tee All Flange 6" x 2" x 6" bh 316,000.00418 Reduser Tee All Flange 6" x 3" x 6" bh 402,000.00


419 Single Air Valve 1/2 " bh 140,000.00420 Single Air Valve 3/4 " bh 140,000.00421 Single Air Valve 1 " bh 151,000.00422 Single Air Valve 2 " bh 175,000.00423 Single Air Valve 3 " bh 200,000.00424 Sock PVC 1/2" bh 1,000.00425 Sock PVC 3/4" bh 1,000.00426 Sock PVC 1" bh 1,000.00427 Sock PVC 1 1/4" bh 1,000.00428 Sock PVC 1 1/2" bh 2,000.00429 Sock PVC 2" bh 3,000.00430 Sock PVC 2 1/2" bh 3,000.00431 Sock Drat Dalam PVC 1/2" bh 1,500.00432 Sock Drat Dalam PVC 3/4" bh 2,000.00433 Sock Drat Dalam PVC 1" bh 2,500.00434 Sock Drat Dalam PVC 1 1/4" bh 5,500.00435 Sock Drat Dalam PVC 1 1/2" bh 7,300.00436 Sock Drat Dalam PVC 2" bh 13,000.00437 Sock Drat Dalam PVC 2 1/2" bh 19,000.00438 Sock Drat Dalam PVC 3" bh 11,000.00439 Sock Drat Dalam PVC 4" bh 12,000.00440 Sock Drat Luar PVC 1/2" bh 1,750.00441 Sock Drat Luar PVC 3/4" bh 1,600.00442 Sock Drat Luar PVC 1" bh 2,500.00443 Sock Drat Luar PVC 2" bh 12,000.00444 Sock Drat Luar PVC 3" bh 11,500.00445 Sock Drat Luar PVC 4" bh 12,000.00446 Stop Kran 1/2" bh 30,000.00447 Stop Kran 3/4" bh 42,000.00448 Stop Kran 1" bh 55,000.00449 Stop Kran 1,5 bh 65,000.00450 Straatpot 2" bh 51,000.00451 Straatpot 3" bh 62,000.00452 Straatpot 4" bh 91,000.00453 Sock Drat GI 1/2" bh 2,000.00454 Sock Drat GI 3/4" bh 3,000.00455 Sock Drat GI 1" bh 7,000.00456 Sock Drat GI 1 1/4" bh 8,000.00457 Sock Drat GI 1 1/2" bh 10,000.00458 Sock Drat GI 2" bh 16,000.00459 Sock Drat GI 3" bh 43,000.00460 Sock Drat GI 4" bh 74,000.00461 Sock Drat GI 6" bh 105,000.00462 Screnner CI 2" bh 202,500.00463 Screnner CI 3" bh 283,000.00


464 Screnner CI 4" bh 385,000.00465 Screnner CI 4" bh 385,000.00466 Screnner CI 6" bh 385,000.00467 Soft Start, Pst 23000 VA bh 17,000,000.00468 Tee Polos PVC 1/2" bh 2,000.00469 Tee Polos PVC 3/4" bh 2,000.00470 Tee Polos PVC 1" bh 3,000.00471 Tee Polos PVC 1 1/4" bh 3,000.00472 Tee Dreat PVC 1/2 " bh 2,000.00473 Tee Dreat PVC 3/4 " bh 2,000.00474 Tee Dreat PVC 1 " bh 3,000.00475 Tee Dreat PVC 1 1/4 " bh 3,000.00476 Tee Dreat PVC 1 1/2 " bh 5,000.00477 Tee Dreat PVC 2 " bh 6,000.00478 Tee Dreat PVC 3 " bh 9,000.00479 Tee Dreat PVC 4 " bh 1,200.00480 Tee All Socket RRJ 2" x 2" x 2" bh 95,000.00481 Tee All Socket RRJ 3" x 3" x 3" bh 157,000.00482 Tee All Socket RRJ 4" x 4" x 4" bh 260,000.00483 Tee All Socket RRJ 6" x 6" x 6" bh 481,000.00484 Tee All Flange 2" x 2" x 2" bh 230,000.00485 Tee All Flange 3" x 3" x 3" bh 368,000.00486 Tee All Flange 4" x 4" x 4" bh 494,000.00487 Tee All Flange 6" x 6" x 6" bh 575,000.00488 Tee Y All Flange 2" x 2" x 2" bh 230,000.00489 Tee All Flange 3" x 2" x 3" bh 575,000.00490 Tee Y All Flange 3" x 3" x 3" bh 575,000.00491 Tee Y All Flange 4" x 2" x 4" bh 575,000.00492 Tee Y All Flange 4" x 3" x 4" bh 575,000.00493 Tee Y All Flange 4" x 4" x 4" bh 575,000.00494 Tee Y All Flange 6" x 2" x 6" bh 575,000.00495 Tee Y All Flange 6" x 3" x 6" bh 575,000.00496 Tee Y All Flange 6" x 3" x 6" bh 575,000.00497 Tee Y All Flange 6" x 3" x 6" bh 575,000.00498 Tee GI 0.5" bh 40,000.00499 Tee GI 3/4" bh 51,000.00500 Tee GI 1" bh 57,000.00501 Tee GI 1 1/4" bh 63,000.00502 Tee GI 1 1/2." bh 69,000.00503 Tee GI 2" bh 74,000.00504 Tee GI 3" bh 80,000.00505 Tee GI 4" bh 86,000.00506 Tiang Beton 7/1000dAM bh 2,000,000.00507 Water Meter 0.5" bh 140,000.00


508 Water Meter 3/4" bh 155,000.00509 Water Meter 1" bh 287,000.00510 Water Meter 2" bh 1,610,000.00511 Waterstop m' 143,000.00512 Well Head bh 517,000.00 513 Lem PVC SG bh 6,000.00514 Angker Besi bh 5,000.00515 Kanal NP 1 - 1000 mm bh 287,000.00516 Ground Rood 2,75 mm bh 402,000.00517 Pintu Besi bh 350,000.00 518 Dinabol bh 6,000.00 519 Elektroda Bh 28,000.00

BAHAN KAYU 520 Kayu Kamper Balok M3 8,400,000.00521 Kayu Kamper Papan M3 9,600,000.00522 Kayu Kruing Balok M3 6,000,000.00523 Kayu Kruing Papan M3 7,200,000.00524 Kayu Tahun Lokal Balok Klas III M3 3,000,000.00525 Kayu Tahun Lokal Papan Klas III M3 4,200,000.00526 Kayu Tahun Lokal Balok Klas II M3 4,200,000.00527 Kayu Tahun Lokal Papan Klas II M3 4,800,000.00528 Kayu Begisiting/tahun M3 3,696,000.00529 Kayu Meranti Papan M3 6,000,000.00530 Kayu Meranti Balok M3 5,100,000.00531 Kayu Jati Balok (Perhutani) M3 24,000,000.00532 Kayu Jati Papan (Perhutani) M3 26,400,000.00533 Kayu reng jati 2/3 (Perhutani) M3 24,000,000.00534 Kayu Bakar M3 420,000.00535 Kayu Kelapa (P=6M x 8/12) M3 2,400,000.00536 Deck Plang 10/20 Ky bengkirai (Jembatan) M3 7,800,000.00537 Kayu Untuk Perancah M3 3,080,000.00538 Kayu Usuk 5/7 Kamper M3 7,200,000.00539 Kayu Usuk 5/7 Kruing M3 5,400,000.00540 Kayu Usuk 5/7 Meranti M3 4,200,000.00541 Kayu profil m' 12,000.00542 Dempul Kayu Kg 30,000.00543 Kayu Bengkirai Balok M3 7,200,000.00544 Kayu Bengkirai Papan M3 8,400,000.00545 Bilik Bambu Kulit Luar/Tebal M2 7,200.00546 Bilik Bambu Kulit Dalam/Tipis M2 6,000.00547 Kayu Galam dia 8 - 10 mm / 4m bh 18,000.00548 Bambu dia 8 - 10 cm / 6 m bh 18,000.00

BAHAN BESI DAN KACA


549 Besi C Kg 15,000.00550 Paku Kg 15,600.00551 Paku Sumbat Bh 15,600.00552 Paku Pancing Bh 1,300.00553 Seng BJLS 20 (1,80 M = 6ft) Lbr 52,000.00554 Seng BJLS 25 Lbr 65,000.00555 Seng BJLS 30 Lbr 78,000.00556 Seng Gelombang 0.2/180 Lbr 52,000.00557 Seng Gelombang 0.25/180 Lbr 78,000.00558 Seng Gelombang 0.3/180 Lbr 91,000.00559 Seng Gelombang BJLS - 25 P=3.00 M Lbr 109,000.00560 Seng Gelombang BJLS - 25 P=1.80 M Lbr 65,000.00561 Seng Gelombang BJLS - 25 P=2.10 M Lbr 78,000.00562 Seng Gelombang BJLS - 25 P=2.45 M Lbr 91,000.00563 Seng Plat BJLS - 25 L=55 Cm M' 20,800.00564 Seng Plat BJLS - 25 L=50 Cm M' 18,200.00565 Seng Plat BJLS - 25 L=40 Cm M' 13,600.00566 Talang PVC U 15 M' 32,500.00567 Besi Strip Kg 13,200.00568 Besi Canal Kg 14,850.00569 Besi Plat Kg 13,200.00570 Besi Muur Kg 17,000.00571 Besi Bulat Kg 23,650.00572 Besi Beton Polos Kg 13,000.00573 Besi I WF 150.150.4.8 Kg 14,400.00574 Besi IWF 500.200.10.17 Kg 14,400.00575 Besi L 50.50.5 (P=6M) Kg 32,400.00576 Besi L 100.100.8 (P=6M) Kg 32,400.00577 Besi Plat ezer 6 mm Lbr 720,000.00578 Besi Plat Strip 2 x 3 (P=6M) m1 6,000.00579 Besi virkan 2 x 2 cm (P=6M) m1 21,000.00580 Besi Beton Ulir Kg 21,600.00581 Baut dia 12 mm bh 3,000.00582 Baut Angker dia 12 mm bh 3,000.00583 Besi Beton Polos 6mm Kg 13,000.00584 Besi Beton Polos 8 mm Kg 13,000.00585 Besi Beton Polos 10 mm Kg 13,000.00586 Besi Beton Polos 12 mm Kg 13,000.00587 Besi Beton Polos 14 mm Kg 13,000.00588 Besi Beton Polos 16 mm Kg 13,000.00589 Besi Beton Polos 18mm Kg 13,000.00590 Erection Kg 3,960.00591 Ongkos Poles M2 132,000.00592 Potong Dan las/Melubangi Kg 7,800.00


593 Pipa Besi BSA dia 2,5" (P=6M) Lonjor 808,600.00594 Pipa Besi BSA dia 3" (P=6M) Lonjor 1,025,000.00595 Pipa besi Galfanis 2 1/2" (P=6M) Lonjor 808,600.00596 Doop 3" Bh 48,000.00597 Doop 2,5" Bh 36,000.00598 Angker Mur baut Bh 6,000.00599 Filler Kg 960.00600 Seng Plat M2 65,000.00601 Kuku Macan Bh 2,600.00602 Kunci Tanam ( Kuda Terbang ) Bh 71,500.00603 Kunci Tanam ( Nylon / Yale / Marcena ) Bh 195,000.00604 Kunci Tanam Kamar Mandi Bh 58,500.00605 Kunci Silinder Bh 65,000.00606 Kunci Laci/Lemari Bh 9,750.00607 Engsel Nylon ( ARCH ) Bh 58,500.00608 Engsel Pintu Bh 13,000.00609 Engsel Jendela Bh 10,400.00610 Grendel Tanam Bh 45,500.00611 Grendel biasa Bh 9,750.00612 Hak Angin Bh 1,300.00613 Kaca Bening 3 mm M2 58,500.00614 Kaca Bening 5 mm M2 71,500.00615 Kaca Naco 5 mm Lbr 39,000.00616 Kaca Wireglass/Grafir 6 mm M2 1,040,000.00617 Kaca Stained Glass M3 1,950,000.00618 Besi BRC M2 600,000.00619 Roda Besi bh 2,250.00620 Engsel Besi bh 60,000.00621 Pintu Lipat / Harmonika M2 1,040,000.00622 Pintu Lipat / Harmonika Baja strip 2 x 3 M2 1,300,000.00623 Pintu dan Rangka Alumunium M2 585,000.00624 Rolling door Aluminium t. 3 mm M2 726,000.00625 Alat Bantu ( set @ 3 Alat ) Set 120,000.00626 Mesin Gilas 3 Roda 6 - 8 Ton Jam 94,748.00627 Mesin Penyemprot Aspal 1000 Lt Jam 27,003.00628 Truk Bak Terbuka 3,5 Ton / 115 HP Jam 149,739.00629 Alat Penggetar Beton 4 HP 18,181.00630 Pengadukan Beton 125 Ltr / 6 HP 28,696.00631 Pompa Air (0,50 mm) 30 m3 / jam 15,059.00632 Bulldozer Jam 308,636.00 633 Motor Grader Jam 344,000.00 634 Excavator Jam 299,636.00 635 Pemecah Batu 30T/J Jam 467,941.00 636 Wheel Loader Jam 376,795.00


637 Three Wheel Roller 6 - 8 Ton Jam 94,748.00 638 Tandem Roller 6 - 8 Ton Jam 128,811.00 639 Pneumatic Roller 8 - 15 Ton Jam 202,736.00 640 Vibrator Roller 1 Ton Jam 46,738.00 641 Plate Vibrator Tamper Jam 23,010.00 642 Concrete Vibrator Jam 18,181.00 643 Asphalt Sprayer Towed 350 L Jam 27,003.00 644 Asphalt Mixing Plant (AMP) Jam 3,043,428.00 645 Asphalt Finisher Jam 299,521.00 646 Water Tank Truck Jam 135,851.00 647 Dump Truck, 3,5 ton Jam 149,739.00 648 Dump Truck, 5 ton Jam 188,731.00 649 Flat bed Truck 4,0 ton Jam 126,349.00 650 Concrete Mixer 250 liter Jam 28,696.00 651 Air Compresor Jam 71,083.00 652 Water Pump Jam 15,059.00 653 Breaker Jam 375,000.00

BAHAN ASPAL, CAT DLL 654 Aspal Bitumen Kg 11,310.00655 Aspal Curah Kg 10,400.00656 Minyak Aspal Ltr 3,250.00657 Minyak Bakar Ltr 6,000.00658 Minyak Cutback/Emulsi Ltr 1,950.00659 Tir - Tiran kg 11,700.00660 Minyak Begisting Ltr 6,500.00661 Minyak Diesel / Solar Ltr 4,500.00662 Premium Ltr 4,500.00663 Stempet Kg 39,000.00664 Minyak Pelumas Ltr 32,500.00665 Spirtus kg 14,000.00666 Serlaag kg 65,000.00667 Cat kayu setara EMCO Kg 55,000.00668 Cat besi setara EMCO Kg 55,000.00669 Cat meni merk Pedang Kg 22,100.00670 Cat Meni Besi Kg 22,100.00671 Plamir kayu Kg 16,000.00672 Politur Ltr 39,000.00673 Vernis Ltr 39,000.00674 Kuas (Eterna 5") bh 17,500.00675 Alang - alang ikat 6,000.00676 Teak Oil Ltr 15,000.00677 Lem merk Rajawali Kg 10,000.00678 Carpet m2 12,500.00


679 Cat dinding Avitec Kg 17,000.00680 Cat dinding Catilac (ICI) Kg 19,500.00681 Cat dinding Movilec Kg 58,500.00682 Plamir tembok merk weber Kg 26,000.00683 Cat Besi Kg 54,000.00684 Minyak Bron Kg 50,000.00685 Minyak Cat ltr 30,000.00686 Lampu TL 20 Watt (Philips) bh 121,000.00687 Lampu TL 2 x 20 Watt bh 180,000.00688 Lampu Baret + Dop 20 Watt bh 92,000.00689 Lampu Pijar 20 Watt bh 30,000.00690 Lampu Gantung bh 2,600,000.00691 Celling Lamp lokal bh 325,000.00692 Lampu Down Light bh 195,000.00693 Lampu Hias type GLOBE bh 260,000.00694 Sakelar Tunggal bh 31,000.00695 Sakelar Ganda bh 52,000.00696 Stop Kontak bh 32,500.00697 Instalasi Listrik titik 165,000.00698 Panel MCB bh 325,000.00699 Sambung PLN 1300 VA ls 3,900,000.00700 Sambung PLN 2200 VA ls 6,240,000.00

Bondowoso, Januari 2011

KEPALA DINASBINA MARGA DAN CIPTA KARYA

KABUPATEN BONDOWOSO

Ir. MUDJIANTO, MMNIP. 19581127 199703 1 002


I. SATUAN UPAH

NO URAIAN/UPAH/BAHAN SATUAN HARGA SURVEY I HARGA SURVEY II HARGA SURVEY III(Rp) (Rp) (Rp)

1 Mandor Lapangan Org/Hari 50,000.00 50,000.00 50,000.002 Kepala Tukang Kayu Org/Hari 45,000.00 45,000.00 45,000.003 Kepala Tukang Batu Org/Hari 45,000.00 45,000.00 45,000.004 Kepala Tukang Besi Org/Hari 45,000.00 45,000.00 45,000.005 Kepala Tukang Pipa Org/Hari 45,000.00 45,000.00 45,000.006 Tukang Kayu Org/Hari 42,500.00 42,500.00 42,500.007 Tukang Pipa Org/Hari 42,500.00 42,500.00 42,500.008 Tukang Batu Org/Hari 42,500.00 42,500.00 42,500.009 Tukang Besi Org/Hari 42,500.00 42,500.00 42,500.00

10 Tukang Listrik Org/Hari 42,500.00 42,500.00 42,500.0011 Tukang Cat Org/Hari 42,500.00 42,500.00 42,500.0012 Pekerja Terlatih Org/Hari 35,000.00 35,000.00 35,000.0013 Pekerja Semi Terlatih Org/Hari 32,500.00 32,500.00 32,500.0014 Pekerja Tak Terlatih Org/Hari 30,000.00 30,000.00 30,000.0015 Penjaga Org/Hari 30,000.00 30,000.00 30,000.0016 Mekanik Org/Hari 50,000.00 50,000.00 50,000.0017 Pembantu Mekanik Org/Hari 35,000.00 35,000.00 35,000.0018 Sopir Terampil Org/Hari 45,000.00 45,000.00 45,000.0019 Pembantu Sopir Org/Hari 35,000.00 35,000.00 35,000.0020 Operator Terampil Org/Hari 60,000.00 60,000.00 60,000.0021 Operator Semi Terampil Org/Hari 40,000.00 40,000.00 40,000.0022 Pembantu Operator Org/Hari 35,000.00 35,000.00 35,000.0023 Tukang Aspal Org/Hari 42,500.00 42,500.00 42,500.00



KABUPATEN BONDOWOSO



I. SATUAN BAHAN


BAHAN GALIAN 1 Pasir Urug M3 50,000.00 52,500.00 55,000.002 Pasir Pasang M3 60,000.00 62,500.00 65,000.003 Sirtu M3 65,000.00 65,000.00 65,000.004 Pasir Cor M3 65,000.00 70,000.00 67,500.005 Tanah Urug M3 40,000.00 45,000.00 50,000.006 Timbunan Pilihan M3 45,000.00 45,000.00 45,000.007 Batu Kali M3 75,000.00 80,000.00 82,500.008 Batu Belah 15/20 M3 80,000.00 85,000.00 87,500.009 Batu Belah 10/15 M3 80,000.00 85,000.00 87,500.00

10 Batu Pecah 4/7, 5/7 ( Manual ) M3 100,000.00 105,000.00 110,000.0011 Batu Pecah 3/5 ( Manual ) M3 110,000.00 115,000.00 120,000.0012 Batu Pecah 2/3 ( Manual ) M3 125,000.00 130,000.00 135,000.0013 Batu Pecah 1/2 ( Manual ) M3 140,000.00 150,000.00 160,000.0014 Batu Pecah 0,5/1 ( Manual ) M3 150,000.00 155,000.00 160,000.0015 Batu Gunung/Quarry M3 100,000.00 100,000.00 100,000.0016 Krikil Sungai Tersaring M3 100,000.00 100,000.00 100,000.0017 Koral sikat/krikil warna permukaan halus M3 160,000.00 160,000.00 160,000.0018 Batu Pecah 15/30 M3 100,000.00 100,000.00 100,000.0019 Kerikil Urug ( Grosok ) M3 85,000.00 85,000.00 85,000.0020 Batu Pecah 5/7 ( Mesin ) M3 123,000.00 123,000.00 123,000.0021 Batu Pecah 3/5 ( Mesin ) M3 170,000.00 170,000.00 170,000.0022 Batu Pecah 2/3 ( Mesin ) M3 195,000.00 195,000.00 195,000.0023 Batu Pecah 1/2 ( Mesin ) M3 250,000.00 250,000.00 250,000.0024 Batu Pecah 0,5/1 ( Mesin ) M3 309,000.00 309,000.00 309,000.0025 Grosok Pilihan M3 100,000.00 100,000.00 100,000.00

BAHAN BUATAN / OLAHAN 26 Batu Merah Bh 350.00 400.00 375.0027 Batu berongga Bh 2,000.00 2,000.00 2,000.0028 Batako Bh 2,500.00 2,750.00 3,600.0029 Abu Batu Kg 1,800.00 1,800.00 1,800.0027 Paving stone Abu-abu 6 - 7 cm M2 35,000.00 32,500.00 37,500.0028 Paving stone Tiga berlian (merah) 6 - 7 cm M2 40,000.00 45,000.00 42,500.0029 Paving stone Sudut Enam (merah) 6 - 7 cm M2 41,000.00 40,000.00 42,500.0030 Paving stone Abu-abu 8 cm M2 40,000.00 45,000.00 60,000.0031 Paving stone Tiga berlian (merah) 8 cm M2 45,000.00 45,000.00 60,000.0032 Paving stone Sudut Enam (merah) 8 cm M2 45,000.00 45,000.00 60,000.0033 Grass Block M2 54,000.00 54,000.00 54,000.0034 Mozaik Realif 30/3 Bh 96,000.00 96,000.00 96,000.0035 Roster Karawang Merah / beton Bh 2,500.0036 Kapur Sirih M3 6,500.00 6,000.0037 Kapur Pasang M3 850,000.00 850,000.00 750,000.0038 PC Tiga Roda 40 kg Kg 1,100.00 1,100.00 1,100.0039 PC Gresik 40 Kg Kg 1,125.00 1,125.00 1,125.0040 Semen PC Warna Kg 10,200.00 10,200.00 10,200.0041 Batacote Kg 1,800.00 1,800.00 1,800.0042 Perekat M3 156,000.00 156,000.00 156,000.0043 Genteng Press Biasa bh 475.00 550.00 575.0044 Bubungan Sejenis bh 2,550.00 2,750.00 3,000.0045 Genteng Model K Pilang Bima Ambulu bh 3,250.00 3,200.00 3,000.0046 Bubungan Sejenis bh 6,000.00 5,750.00 4,750.0047 Genteng Beton Besar bh 3,500.00 4,600.00 5,700.0048 Bubung Sejenis bh 7,200.00 7,750.00 8,000.0049 Genteng Beton Kecil bh 2,400.00 2,400.00 2,400.0050 Bubung Sejenis bh 6,000.00 6,000.00 6,000.0051 Genteng Model K Pilang Ngayur bh 3,000.00 2,750.00 2,550.00


52 Bubungan Sejenis bh 5,750.00 6,000.00 4,750.0053 Genteng Model K Pilang Ngayur Glazzur bh 6,000.00 5,750.00 4,500.0054 Bubungan Sejenis bh 9,750.00 10,800.00 9,000.0055 Genteng Palentong BIMA AMBULU bh 3,000.00 3,200.00 3,250.0056 Bubungan Sejenis bh 6,000.00 4,600.00 4,750.0057 Genteng Model K Pilang Lokal bh 1,500.00 1,750.00 2,500.0058 Bubungan Sejenis bh 3,500.00 2,500.00 2,000.00


59 Genteng Palentong NGELAYUR bh 3,000.00 3,250.00 3,300.0060 Bubungan Sejenis bh 7,200.00 7,300.00 7,500.0061 Asbes Gelombang Kecil P=1,8M M2 22,500.00 22,500.00 22,500.0062 Asbes Gelombang Panjang =2,10m M2 27,000.00 27,000.00 27,000.0063 Asbes Gelombang Panjang = 2,45m M2 30,000.00 29,000.00 29,000.0064 Asbes Gelombang besar P=1,8M M2 23,000.00 23,000.00 23,500.0065 Bubungan Asbes Kecil bh 21,600.00 21,600.00 21,600.0066 Bubungan Asbes Besar bh 48,000.00 48,000.00 48,000.0067 Kertas gosok Lbr 2,500.00 2,500.00 2,500.0068 Teakwood Besar 9 cm Lbr 114,000.00 114,000.00 114,000.0069 Mamer Tulungagung 40/60 M2 420,000.00 420,000.00 420,000.00

bh 105,000.00 105,000.00 105,000.0070 Tegel Warna 20/20 M2 24,000.00 24,000.00 24,000.00

bh 960.00 960.00 960.0071 Tegel Traso 30/30 M2 30,000.00 30,000.00 30,000.00

bh 2,760.00 2,760.00 2,760.0072 Tegel Wafel 20/20 M2 24,000.00 24,000.00 24,000.00

bh 960.00 960.00 960.0073 Tegel Abu Abu ACC 20/20 (KW I) M2 21,000.00 21,000.00 21,000.00

bh 840.00 840.00 840.0074 Tegel Abu Abu ACC 30/30 (KW I) M2 30,000.00 30,000.00 30,000.00

bh 2,760.00 2,760.00 2,760.0075 Plint Tegel Abu Abu 15/20 Bh 3,600.00 3,600.00 3,600.0076 Plint Tegel Warna 15/20 Bh 4,800.00 4,800.00 4,800.0077 Genteng Kaca Bh 6,500.00 5,600.00 5,700.0078 Fiber Glass 80/100 (1,80 M) Lbr 35,000.00 38,000.00 32,000.0079 Tandon Fiber Glass 1000 L Bh 600,000.00 650,000.00 620,000.0080 Bak Mandi Traso Bh 130,000.00 130,000.00 135,000.0081 Bak Mandi Bathtub (Totto) set. 2,500,000.00 2,750,000.00 2,600,000.0082 Bak Mandi Fiber bh 130,000.00 130,000.00 130,000.0083 Closet Mono Traso Set 70,000.00 75,000.00 95,000.0084 Water Heater Set 7,200,000.00 7,200,000.00 7,200,000.0085 Wastafel Warna Muda Set 300,000.00 300,000.00 300,000.0086 Urinoir Porselin (Totto) Bh 900,000.00 900,000.00 900,000.0087 Beton Roaster Bh 17,500.00 18,500.00 17,500.0088 Bak Cuci Porselain Bh 180,000.00 180,000.00 180,000.0089 Bak Cuci Traso Bh 125,000.00 130,000.00 125,000.0090 Bak Cuci Stainlees Bh 130,000.00 132,000.00 132,000.0091 Canstien Bh 42,000.00 42,000.00 42,000.0092 Multiplek 6 mm Lbr 65,000.00 62,500.00 66,000.0093 Multiplek 8 mm Lbr 85,000.00 85,000.00 85,000.0094 Multiplek 9 mm Lbr 115,000.00 117,500.00 117,000.0095 Multiplek 12 mm Lbr 135,000.00 135,000.00 130,000.0096 Multiplek 18 mm Lbr 230,000.00 230,000.00 230,000.0097 Alumunium Lbr 180,000.00 180,000.00 180,000.0098 Atap Alumunium Gelombang t 0,55 cm m2 120,000.00 120,000.00 120,000.0099 Nok Alumunium Standart 40 cm 18, swg 22 m2 108,000.00 108,000.00 108,000.00

100 Daun Jendela Rangka Alumunium Bh 480,000.00 480,000.00 480,000.00101 Kusen / Rangka Alumunium M' 150,000.00 150,000.00 150,000.00102 Triplek 3 mm Besar Lbr 37,500.00 37,500.00 36,500.00103 Triplek 4 mm Besar Lbr 52,500.00 52,000.00 55,000.00104 Triplek Melamint Lbr 70,000.00 70,000.00 72,000.00105 Kawat Ram M2 12,500.00 12,500.00 12,700.00106 Kawat Bronjong Kg 14,400.00 14,400.00 14,400.00107 Kawat Berduri Kg 55,000.00 55,000.00 55,000.00108 Bendrat Kg 12,000.00 12,000.00 12,500.00109 Keramik 20 /20 Setara Roman M2 35,000.00 35,000.00 35,000.00

Bh 1,400.00 1,400.00 1,400.00


110 Keramik 20 /25 Setara Roman M2 35,000.00 35,000.00 35,000.00Bh 1,400.00 1,400.00 1,400.00


111 Keramik 30 /30 Setara Roman M2 30,000.00 30,000.00 30,000.00Bh 2,750.00 2,750.00 2,750.00

112 Keramik 40/40 Setara Roman M2 35,000.00 35,000.00 35,000.00Bh 1,400.00 1,400.00 1,400.00

113 Keramik 20 /20 Setara Asia M2 33,000.00 33,000.00 33,000.00Bh 1,350.00 1,350.00 1,350.00



116 Keramik 40/40 Setara Asia M2 34,500.00 34,000.00 34,000.00Bh 6,900.00 6,800.00 6,800.00

117 Keramik 30 /30 Setara Hercules M2 32,500.00 32,000.00 32,000.00Bh 3,650.00 3,600.00 3,600.00

118 Tegel Porselin 11 x 11 Putih M2 36,000.00 36,000.00 36,000.00Bh 438.00 438.00 438.00

119 Tegel Porselin 11 x 11 Warna M2 42,000.00 42,000.00 42,000.00Bh 516.00 516.00 516.00

120 Tegel Granit 40x40 M2 240,000.00 240,000.00 240,000.00Bh 40,020.00 40,020.00 40,020.00

121 Calciboard 4,5 mm M2 36,000.00 36,000.00 36,000.00122 Harflex 5 mm M2 30,000.00 30,000.00 30,000.00123 Harflex 3 mm M 24,000.00 24,000.00 24,000.00124 Batu Piring/Gilang Parquet M2 150,000.00 150,000.00 150,000.00125 Batu piring/Gilang pecah acak M2 30,000.00 30,000.00 30,000.00126 Batu Palimanan M2 120,000.00 120,000.00 120,000.00127 Hollowblock (HB 20) Bh 3,600.00 3,600.00 3,600.00128 Hollowblock (HB 15) Bh 3,300.00 3,300.00 3,300.00129 Hollowblock (HB 10) Bh 3,000.00 3,000.00 3,000.00130 Concreteblock (CB 20) Bh 0.00 0.00 0.00131 Concreteblock (CB 20) Bh 0.00 0.00 0.00132 Concreteblock (CB 20) Bh 0.00 0.00 0.00133 Kran Air Bh 10,000.00 10,000.00 10,000.00134 Seal tape Bh 2,000.00 2,000.00 2,000.00135 Glass Block Bh 21,600.00 21,600.00 21,600.00136 Laser Light (6 ft = 1,80 m) l=0,80 M2 72,000.00 72,000.00 72,000.00137 Avour/Floor Drain Bh 24,000.00 24,000.00 24,000.00138 Talang Pipa PVC U 20 Cm M' 90,000.00 90,000.00 90,000.00139 Buis Beton U. 20 cm panjang 1 m Bh 35,000.00 40,000.00 35,000.00140 Buis Beton U. 30 cm panjang 1 m Bh 38,400.00 38,400.00 38,400.00141 Buis Beton U. 40 cm panjang 1 m Bh 48,600.00 48,600.00 48,600.00142 Buis Beton U .50 cm panjang 1 m Bh 74,400.00 74,400.00 74,400.00143 Buis Beton U. 60 cm panjang 1 m (P=0,5M) Bh 54,600.00 54,600.00 54,600.00144 Buis Beton U.80 cm panjang 1 m (P=0,5M) Bh 62,400.00 62,400.00 62,400.00145 Buis Beton U.100 cm panjang 1 m (P=0,5M) Bh 64,800.00 64,800.00 64,800.00146 Gorong - gorong dia. 15 cm (P=1M) M' 42,000.00 42,000.00 42,000.00147 Gorong - gorong dia. 20 cm (P=1M) M' 43,800.00 43,800.00 43,800.00148 Gorong - gorong dia. 30 cm (P=1M) M' 72,000.00 72,000.00 72,000.00149 Gorong - gorong dia. 40 cm (P=1M) M' 90,600.00 90,600.00 90,600.00150 Gorong - gorong dia. 50 cm (P=1M) M' 106,200.00 106,200.00 106,200.00151 Gorong - gorong dia. 60 cm (P=0,5M) M' 146,400.00 146,400.00 146,400.00152 Gorong - gorong dia. 80 cm (P=0,5M) M' 212,400.00 212,400.00 212,400.00153 Gorong - gorong dia. 100 cm (P=0,5M) M' 276,000.00 276,000.00 276,000.00154 Klosed Jongkok INA Bh 120,000.00 120,000.00 120,000.00155 Klosed Jongkok Teraso Bh 72,000.00 72,000.00 72,000.00156 Klosed Duduk TOTTO (Monoblock) Unit 1,080,000.00 1,080,000.00 1,080,000.00157 Asbes Datar 1 X 1 m setara kerang Lbr 9,600.00 9,600.00 9,600.00158 Gypsum tebal 9 mm (1,22 m x 2,40 m) Lbr 66,000.00 66,000.00 66,000.00


159 List Gypsum KW 2 M' 12,000.00 12,000.00 12,000.00160 List Gypsum KW 1 M' 24,000.00 24,000.00 24,000.00


161 Akustik 30 x 60 cm, t. 9 mm lbr 0.00 0.00 0.00162 Pompa Air DAB 12 M Bh 375,000.00 375,000.00 375,000.00163 Pipa PVC dia. 4"AW (P=4M) M1 260,400.00 260,400.00 260,400.00164 Pipa PVC dia. 3"AW M1 178,800.00 178,800.00 178,800.00165 Pipa PVC dia. 2 1/2"AW M1 126,000.00 126,000.00 126,000.00166 Pipa PVC dia. 2"AW M1 97,800.00 97,800.00 97,800.00167 Pipa PVC dia. 1 1/2"AW M1 66,000.00 66,000.00 66,000.00168 Pipa PVC dia. 1 1/4"AW M1 50,400.00 50,400.00 50,400.00169 Pipa PVC dia. 1"AW M1 24,000.00 24,000.00 24,000.00170 Pipa PVC dia. 3/4"AW M1 17,500.00 17,500.00 17,500.00171 Pipa PVC dia. 1/2"AW (P=4M) M1 12,500.00 12,500.00 12,500.00172 Keni Pipa PVC dia. 3" bh 4,000.00 4,000.00 4,000.00173 Corong Pipa PVC dia. 3" bh 7,200.00 7,200.00 7,200.00174 Pipa GI Monel dia. 2.5" (P=6M) Btg 660,000.00 660,000.00 660,000.00175 Pipa GI Monel dia. 2" Btg 462,000.00 462,000.00 462,000.00176 Pipa GI Monel dia. 1/2" Btg 282,000.00 282,000.00 282,000.00177 Pipa GI Monel dia. 3/4" Btg 240,000.00 240,000.00 240,000.00178 Pipa GI Monel dia.1" Btg 216,000.00 216,000.00 216,000.00179 Pipa GI Monel dia.1 1/4" Btg 282,000.00 282,000.00 282,000.00180 Pipa GI Monel dia. 2.5" m1 110,400.00 110,400.00 110,400.00181 Pipa GI Monel dia. 2" m1 78,000.00 78,000.00 78,000.00182 Pipa GI Monel dia. 1/2" M1 132,000.00 132,000.00 132,000.00183 Pipa GI Monel dia. 3/4" M1 162,000.00 162,000.00 162,000.00184 Pipa GI Monel dia.1" m1 36,000.00 36,000.00 36,000.00185 Pipa GI Monel dia.1 1/4" m1 47,040.00 47,040.00 47,040.00186 Bend socket RRJ 11.25 2" bh 52,000.00 52,000.00 52,000.00187 Bend socket RRJ 11.25 3" bh 77,000.00 77,000.00 77,000.00188 Bend socket RRJ 11.25 4" bh 108,000.00 108,000.00 108,000.00189 Bend socket RRJ 11.25 6" bh 231,000.00 231,000.00 231,000.00190 Bend socket RRJ 22.5' 2" bh 178,000.00 178,000.00 178,000.00191 Bend socket RRJ 22.5' 3" bh 224,000.00 224,000.00 224,000.00192 Bend socket RRJ 22.5' 4" bh 253,000.00 253,000.00 253,000.00193 Bend socket RRJ 22.5' 6" bh 316,000.00 316,000.00 316,000.00194 Bend socket RRJ 45 2" bh 56,000.00 56,000.00 56,000.00195 Bend socket RRJ 45 3" bh 80,000.00 80,000.00 80,000.00196 Bend socket RRJ 45 4" bh 117,000.00 117,000.00 117,000.00197 Bend socket RRJ 45 6" bh 172,000.00 172,000.00 172,000.00198 Bend socket RRJ 90 2" bh 60,000.00 60,000.00 60,000.00199 Bend socket RRJ 90 3" bh 93,000.00 93,000.00 93,000.00200 Bend socket RRJ 90 4" bh 128,000.00 128,000.00 128,000.00201 Bend All Flange 45' 2" bh 189,000.00 189,000.00 189,000.00202 Bend All Flange 45' 3" bh 235,000.00 235,000.00 235,000.00203 Bend All Flange 45' 4" bh 345,000.00 345,000.00 345,000.00204 Bend All Flange 45' 6" bh 402,000.00 402,000.00 402,000.00205 Bend All Flange 90' 1,5" bh 114,000.00 114,000.00 114,000.00206 Bend All Flange 90' 2" bh 201,000.00 201,000.00 201,000.00207 Bend All Flange 90' 3" bh 253,000.00 253,000.00 253,000.00208 Bend All Flange 90' 4" bh 299,000.00 299,000.00 299,000.00209 Bend All Flange 90' 6" bh 609,000.00 609,000.00 609,000.00210 Bend All Flange 22.5' 2" bh 178,000.00 178,000.00 178,000.00211 Bend All Flange 22.5' 2,5" bh 201,000.00 201,000.00 201,000.00212 Bend All Flange 22.5' 3" bh 224,000.00 224,000.00 224,000.00213 Bend All Flange 22.5' 4" bh 253,000.00 253,000.00 253,000.00214 Bend All Flange 22.5' 6" bh 404,000.00 404,000.00 404,000.00215 Bend All Flange 11.25' 2" bh 178,000.00 178,000.00 178,000.00216 Bend All Flange 11.25' 3" bh 201,000.00 201,000.00 201,000.00217 Bend All Flange 11.25' 4" bh 253,000.00 253,000.00 253,000.00218 Bend Socket Spigot 11.25' 2" bh 44,500.00 44,500.00 44,500.00


219 Bend Socket Spigot 11.25' 3" bh 70,750.00 70,750.00 70,750.00220 Bend Socket Spigot 11.25' 4" bh 103,375.00 103,375.00 103,375.00


221 Bend Socket Spigot 22.5' 2" bh 46,600.00 46,600.00 46,600.00222 Bend Socket Spigot 22.5' 3" bh 76,250.00 76,250.00 76,250.00223 Bend Socket Spigot 22.5' 4" bh 110,000.00 110,000.00 110,000.00224 Bend Socket Spigot 45' 2" bh 53,000.00 53,000.00 53,000.00225 Bend Socket Spigot 45' 3" bh 86,500.00 86,500.00 86,500.00226 Bend Socket Spigot 45' 4" bh 122,875.00 122,875.00 122,875.00227 Bend Socket Spigot 90' 2" bh 58,000.00 58,000.00 58,000.00228 Bend Socket Spigot 90' 3" bh 98,000.00 98,000.00 98,000.00229 Bend Socket Spigot 90' 4" bh 141,000.00 141,000.00 141,000.00230 Box Meter bh 30,000.00 30,000.00 30,000.00231 BD Condensator 3x35 + 1x25 mm bh 27,000.00 27,000.00 27,000.00232 BC Cond 50 mm bh 46,000.00 46,000.00 46,000.00233 Beugle U 6" bh 175,000.00 175,000.00 175,000.00234 Baut Mur 5/8"x2 bh 3,200.00 3,200.00 3,200.00235 Baut Mur 5/8 x2.5" bh 3,600.00 3,600.00 3,600.00236 Baut Mur 5/8 x 3"" bh 3,900.00 3,900.00 3,900.00237 Baut Mur 5/8 x4" bh 4,400.00 4,400.00 4,400.00238 Baut Mur 3/4 x2.5" bh 7,000.00 7,000.00 7,000.00239 Baut Mur 3/4 x3" bh 8,900.00 8,900.00 8,900.00240 Ceek Valve 2" bh 1,050,000.00 1,050,000.00 1,050,000.00241 Ceek Valve 2.5" bh 1,250,000.00 1,250,000.00 1,250,000.00242 Ceek Valve 3" bh 1,650,000.00 1,650,000.00 1,650,000.00243 Ceek Valve 4" bh 2,475,000.00 2,475,000.00 2,475,000.00244 Ceek Valve 6" bh 3,225,000.00 3,225,000.00 3,225,000.00245 Clamp Sadle 2"x1/2" bh 21,000.00 21,000.00 21,000.00246 Clamp Sadle 3"x1/2" bh 36,000.00 36,000.00 36,000.00247 Clamp Sadle 4"x1/2" bh 40,000.00 40,000.00 40,000.00248 Clamp Sadle 2"x3/4" bh 24,000.00 24,000.00 24,000.00249 Clamp Sadle 3"x3/4" bh 36,000.00 36,000.00 36,000.00250 Clamp Sadle 4"x3/4" bh 56,000.00 56,000.00 56,000.00251 Clamp Sadle 2"x1" bh 25,000.00 25,000.00 25,000.00252 Clamp Sadle 3"x1" bh 38,000.00 38,000.00 38,000.00253 Clamp Sadle 4"x1" bh 62,000.00 62,000.00 62,000.00254 Dop Drat GI 1/2" bh 3,200.00 3,200.00 3,200.00255 Dop Drat GI 3/4" bh 3,900.00 3,900.00 3,900.00256 Dop Drat GI 1" bh 5,000.00 5,000.00 5,000.00257 Dop Drat GI 1 1/2" bh 10,000.00 10,000.00 10,000.00258 Dop Drat GI 2" bh 14,900.00 14,900.00 14,900.00259 Dop Drat GI 2.5" bh 30,000.00 30,000.00 30,000.00260 Dop Drat GI 3" bh 41,000.00 41,000.00 41,000.00261 Dop Drat GI 4" bh 69,000.00 69,000.00 69,000.00262 Dop Drat GI 6" bh 233,000.00 233,000.00 233,000.00263 Dop PVC Lem/ Moof 0.5 " bh 750.00 750.00 750.00264 Dop PVC Lem/ Moof 1 " bh 4,500.00 4,500.00 4,500.00265 Dop PVC Lem/ Moof 2 " bh 11,000.00 11,000.00 11,000.00266 Dop PVC Lem/ Moof 3 " bh 21,000.00 21,000.00 21,000.00267 Dop PVC Lem/ Moof 4 " bh 35,000.00 35,000.00 35,000.00268 Dop PVC RRJ 2 " bh 10,000.00 10,000.00 10,000.00269 Dop PVC RRJ 2.5 " bh 13,000.00 13,000.00 13,000.00270 Dop PVC RRJ 3 " bh 20,000.00 20,000.00 20,000.00271 Dop PVC RRJ 4 " bh 31,000.00 31,000.00 31,000.00272 DOP Polos PVC 1/2 " bh 1,625.00 1,625.00 1,625.00273 DOP Polos PVC 3/4 " bh 1,700.00 1,700.00 1,700.00274 DOP Polos PVC 1 " bh 1,875.00 1,875.00 1,875.00275 DOP Polos PVC 1 1/4 " bh 2,000.00 2,000.00 2,000.00276 DOP Polos PVC 1 1/2 " bh 2,500.00 2,500.00 2,500.00277 DOP Drat PVC 1/2 " bh 2,000.00 2,000.00 2,000.00278 DOP Drat PVC 3/4 " bh 2,000.00 2,000.00 2,000.00


279 DOP Drat PVC 1 " bh 3,000.00 3,000.00 3,000.00280 Double Naple 1/2 " bh 3,000.00 3,000.00 3,000.00281 Double Naple 3/4" bh 4,000.00 4,000.00 4,000.00


282 Double Naple 1" bh 5,000.00 5,000.00 5,000.00283 Flange Spigot PVC 2" bh 65,000.00 65,000.00 65,000.00284 Flange Spigot PVC 2.5" bh 65,000.00 65,000.00 65,000.00285 Flange Spigot PVC 3" bh 117,000.00 117,000.00 117,000.00286 Flange Spigot PVC 4" bh 148,000.00 148,000.00 148,000.00287 Flange Spigot PVC 6" bh 322,000.00 322,000.00 322,000.00288 Flange Socked PVC RRJ 2" bh 105,000.00 105,000.00 105,000.00289 Flange Socked PVC RRJ 2.5" bh 117,500.00 117,500.00 117,500.00290 Flange Socked PVC RRJ 3" bh 139,000.00 139,000.00 139,000.00291 Flange Socked PVC RRJ 4" bh 187,000.00 187,000.00 187,000.00292 Flange Socked PVC RRJ 6" bh 377,000.00 377,000.00 377,000.00293 Flange Las 2" bh 54,000.00 54,000.00 54,000.00294 Flange Las 2.5" bh 56,000.00 56,000.00 56,000.00295 Flange Las 3" bh 69,000.00 69,000.00 69,000.00296 Flange Las 4" bh 85,000.00 85,000.00 85,000.00297 Flange Las 6" bh 156,000.00 156,000.00 156,000.00298 Flange Drat 2" bh 63,000.00 63,000.00 63,000.00299 Flange Drat 3" bh 74,000.00 74,000.00 74,000.00300 Flange Drat 4" bh 92,000.00 92,000.00 92,000.00301 Flange Drat 6" bh 143,000.00 143,000.00 143,000.00302 Float valve bh 51,000.00 51,000.00 51,000.00303 Gibout Joint 2" bh 62,000.00 62,000.00 62,000.00304 Gibout Joint 3" bh 90,000.00 90,000.00 90,000.00305 Gibout Joint 4" bh 114,000.00 114,000.00 114,000.00306 Gate Valve 2" bh 460,000.00 460,000.00 460,000.00307 Gate Valve 2.5" bh 557,000.00 557,000.00 557,000.00308 Gate Valve 3" bh 661,000.00 661,000.00 661,000.00309 Gate Valve 4" bh 833,000.00 833,000.00 833,000.00310 Gate Valve 6" bh 1,138,000.00 1,138,000.00 1,138,000.00311 Gerobak Dorong bh 2,875,000.00 2,875,000.00 2,875,000.00312 Hidran Umum Fibber 1000 L unit 1,300,000.00 1,300,000.00 1,300,000.00313 Hidran Umum Fibber 2000 L unit 2,000,000.00 2,000,000.00 2,000,000.00314 Hidran Umum Fibber 3000 L unit 2,700,000.00 2,700,000.00 2,700,000.00315 Keni PVC 1/2" bh 1,500.00 1,500.00 1,500.00316 Keni PVC 3/4" bh 2,000.00 2,000.00 2,000.00317 Keni PVC 1" bh 2,500.00 2,500.00 2,500.00318 Keni PVC 1 1/4" bh 2,500.00 2,500.00 2,500.00319 Keni PVC 1 1/2" bh 2,500.00 2,500.00 2,500.00320 Keni PVC 2" bh 13,000.00 13,000.00 13,000.00321 Keni PVC 3" bh 34,000.00 34,000.00 34,000.00322 Keni PVC 4" bh 79,000.00 79,000.00 79,000.00323 Klem GI 1/2 " bh 500.00 500.00 500.00324 Klem GI 3/4 " bh 500.00 500.00 500.00325 Klem GI 1 " bh 1,500.00 1,500.00 1,500.00326 Klem GI 1 1/4 " bh 1,500.00 1,500.00 1,500.00327 Klem GI 1 1/2 " bh 1,500.00 1,500.00 1,500.00328 Klem GI 2 " bh 2,000.00 2,000.00 2,000.00329 Klem GI 3 " bh 2,500.00 2,500.00 2,500.00330 Klem GI 4 " bh 11,000.00 11,000.00 11,000.00331 Karet Packing 4 mm bh 6,000.00 6,000.00 6,000.00332 Karet Packing 5 mm bh 8,000.00 8,000.00 8,000.00333 Kran Air 0.5" bh 22,000.00 22,000.00 22,000.00334 Kran Air 3/4" bh 32,000.00 32,000.00 32,000.00335 Kennie Drat GI 0.5" bh 2,500.00 2,500.00 2,500.00336 Kennie Drat GI 3/4" bh 2,500.00 2,500.00 2,500.00337 Kennie Drat GI 1" bh 2,500.00 2,500.00 2,500.00338 Kennie Drat GI 1.5" bh 2,500.00 2,500.00 2,500.00339 Kennie Drat GI 2" bh 3,000.00 3,000.00 3,000.00


340 Kennie Drat GI 3" bh 3,000.00 3,000.00 3,000.00341 Kennie Drat GI 4" bh 4,000.00 4,000.00 4,000.00


342 Keni Drat PVC 1/2" bh 1,000.00 1,000.00 1,000.00343 Keni Drat PVC 3/4" bh 2,000.00 2,000.00 2,000.00344 Keni Drat PVC 1" bh 3,000.00 3,000.00 3,000.00345 Keni Drat PVC 1 1/4" bh 3,000.00 3,000.00 3,000.00346 Kabel Power NYYHY 4 x 10 m' 57,000.00 57,000.00 57,000.00 347 Kabel Power NYYHY 4 x 25 m' 142,000.00 142,000.00 142,000.00 348 Klem Pengapit bh 8,000.00 8,000.00 8,000.00349 kapasitor 15 KV AR/415 Volt bh 8,050,000.00 8,050,000.00 8,050,000.00350 Manholle 60x60 ( Plat Baja ) unit 402,000.00 402,000.00 402,000.00351 Manometer 10 ATM bh 158,000.00 158,000.00 158,000.00352 OA KAST Type VI Pakai Kaca bh 201,000.00 201,000.00 201,000.00353 OA KAST Type III Lengkap bh 345,000.00 345,000.00 345,000.00354 Pipa GI Medium B 16 " m' 1,435,000.00 1,435,000.00 1,435,000.00355 Pipa GI Medium B 12 " m' 1,280,000.00 1,280,000.00 1,280,000.00356 Pipa GI Medium B 10 " m' 950,000.00 950,000.00 950,000.00357 Pipa GI Medium B 8 " m' 700,000.00 700,000.00 700,000.00358 Pipa GI Medium B 6 " m' 213,000.00 213,000.00 213,000.00359 Pipa GI Medium B 4 " m' 163,750.00 163,750.00 163,750.00360 Pipa GI Medium B 3 " m' 125,000.00 125,000.00 125,000.00361 Pipa GI Medium B 2 " m' 86,250.00 86,250.00 86,250.00362 Pipa GI Medium B 1 1/2 " m' 68,750.00 68,750.00 68,750.00363 Pipa GI Medium B 1 1/4 " m' 52,500.00 52,500.00 52,500.00364 Pipa GI Medium B 1 " m' 46,250.00 46,250.00 46,250.00365 Pipa GI Medium B 3/4 " m' 30,000.00 30,000.00 30,000.00366 Pipa GI Medium B 1/2 " m' 23,750.00 23,750.00 23,750.00367 Pipa PVC RRJ S-12.5 2" m' 27,000.00 27,000.00 27,000.00368 Pipa PVC RRJ S-12.5 3" m' 38,000.00 38,000.00 38,000.00369 Pipa PVC RRJ S-12.5 4" m' 56,000.00 56,000.00 56,000.00370 Pipa PVC RRJ S-12.5 6" m' 111,000.00 111,000.00 111,000.00371 Pipa PVC RRJ S-12.5 8" m' 188,000.00 188,000.00 188,000.00372 Pipa PVC RRJ S-12.5 10" m' 293,000.00 293,000.00 293,000.00373 Pipa PVC Moof S-12.5 1/2" m' 2,000.00 2,000.00 2,000.00374 Pipa PVC Moof S-12.5 3/4" m' 4,000.00 4,000.00 4,000.00375 Pipa PVC Moof S-12.5 1" m' 7,000.00 7,000.00 7,000.00376 Pipa PVC Moof S-12.5 1 1/4" m' 9,000.00 9,000.00 9,000.00377 Pipa PVC Moof S-12.5 1 1/2" m' 17,000.00 17,000.00 17,000.00378 Pipa PVC Moof S-12.5 2" m' 16,000.00 16,000.00 16,000.00379 Pipa PVC Moof S-12.5 2 1/2" m' 19,000.00 19,000.00 19,000.00380 Pipa PVC Moof S-12.5 3" m' 34,000.00 34,000.00 34,000.00381 Pipa PVC Moof S-12.5 4" m' 51,000.00 51,000.00 51,000.00382 Pipa PVC Moof S-12.5 6" m' 109,000.00 109,000.00 109,000.00383 Pipa PVC Moof S-12.5 8" m' 180,000.00 180,000.00 180,000.00384 Pressure Filter bh 60,000,000.00 60,000,000.00 60,000,000.00385 Reduser PVC Moof 1 1/2" x 1 " 1 1/2" bh 5,000.00 5,000.00 5,000.00386 Reduser PVC Moof 2" x 1 1/2" x 2" bh 15,000.00 15,000.00 15,000.00387 Reduser PVC Moof 2" x 1 " x 2" bh 19,000.00 19,000.00 19,000.00388 Reduser PVC Moof 3" x 2" x 3" bh 41,000.00 41,000.00 41,000.00389 Reduser PVC Moof 4" x 2" x 4" bh 68,000.00 68,000.00 68,000.00390 Reduser PVC Moof 4" x 3" x 4" bh 78,000.00 78,000.00 78,000.00391 Reduser All Socket 3" x 2" bh 82,000.00 82,000.00 82,000.00392 Reduser All Socket 4 x 2" bh 119,000.00 119,000.00 119,000.00393 Reduser All Socket 4" x 3" bh 131,000.00 131,000.00 131,000.00394 Reduser All Socket 6" x 2" bh 145,000.00 145,000.00 145,000.00395 Reduser All Socket 6" x 3" bh 150,000.00 150,000.00 150,000.00396 Reduser All Flange 3" x 2" bh 113,500.00 113,500.00 113,500.00397 Reduser All Flange 4" x 2" bh 149,000.00 149,000.00 149,000.00398 Reduser All Flange 4" x 3" bh 215,000.00 215,000.00 215,000.00399 Reduser All Flange 6" x 2" bh 275,000.00 275,000.00 275,000.00


400 Reduser All Flange 6" x 3" bh 336,000.00 336,000.00 336,000.00401 Reduser All Flange 3" x 2" x 3" bh 120,000.00 120,000.00 120,000.00


402 Reduser All Flange 4" x 2"x 4" bh 186,000.00 186,000.00 186,000.00403 Reduser All Flange 4" x 3" x 4" bh 207,000.00 207,000.00 207,000.00404 Reduser All Flange 6" x 2" x 6" bh 302,000.00 302,000.00 302,000.00405 Reduser All Flange 6" x 3" x 6" bh 230,000.00 230,000.00 230,000.00406 Reduser All Flange 6" x 4" x 6" bh 250,000.00 250,000.00 250,000.00407 Reducer Tee All Socket 2"x 1" x 2" bh 138,000.00 138,000.00 138,000.00408 Reducer Tee All Socket 3"x 2" x 3" bh 184,000.00 184,000.00 184,000.00409 Reducer Tee All Socket 4"x 2" x 4" bh 218,000.00 218,000.00 218,000.00410 Reducer Tee All Socket 4"x 3" x 4" bh 253,000.00 253,000.00 253,000.00411 Reducer Tee All Socket 6"x 2" x 6" bh 316,000.00 316,000.00 316,000.00412 Reducer Tee All Socket 6"x 3" x 6" bh 402,000.00 402,000.00 402,000.00413 Reduser Tee All Flange 2" x 1" x 2" bh 138,000.00 138,000.00 138,000.00414 Reduser Tee All Flange 3" x 2" x 3" bh 184,000.00 184,000.00 184,000.00415 Reduser Tee All Flange 4" x 2" x 4" bh 218,000.00 218,000.00 218,000.00416 Reduser Tee All Flange 4" x 3" x 4" bh 253,000.00 253,000.00 253,000.00417 Reduser Tee All Flange 6" x 2" x 6" bh 316,000.00 316,000.00 316,000.00418 Reduser Tee All Flange 6" x 3" x 6" bh 402,000.00 402,000.00 402,000.00419 Single Air Valve 1/2 " bh 140,000.00 140,000.00 140,000.00420 Single Air Valve 3/4 " bh 140,000.00 140,000.00 140,000.00421 Single Air Valve 1 " bh 151,000.00 151,000.00 151,000.00422 Single Air Valve 2 " bh 175,000.00 175,000.00 175,000.00423 Single Air Valve 3 " bh 200,000.00 200,000.00 200,000.00424 Sock PVC 1/2" bh 1,000.00 1,000.00 1,000.00425 Sock PVC 3/4" bh 1,000.00 1,000.00 1,000.00426 Sock PVC 1" bh 1,000.00 1,000.00 1,000.00427 Sock PVC 1 1/4" bh 1,000.00 1,000.00 1,000.00428 Sock PVC 1 1/2" bh 2,000.00 2,000.00 2,000.00429 Sock PVC 2" bh 3,000.00 3,000.00 3,000.00430 Sock PVC 2 1/2" bh 3,000.00 3,000.00 3,000.00431 Sock Drat Dalam PVC 1/2" bh 1,500.00 1,500.00 1,500.00432 Sock Drat Dalam PVC 3/4" bh 2,000.00 2,000.00 2,000.00433 Sock Drat Dalam PVC 1" bh 2,500.00 2,500.00 2,500.00434 Sock Drat Dalam PVC 1 1/4" bh 5,500.00 5,500.00 5,500.00435 Sock Drat Dalam PVC 1 1/2" bh 7,300.00 7,300.00 7,300.00436 Sock Drat Dalam PVC 2" bh 13,000.00 13,000.00 13,000.00437 Sock Drat Dalam PVC 2 1/2" bh 19,000.00 19,000.00 19,000.00438 Sock Drat Dalam PVC 3" bh 11,000.00 11,500.00 12,000.00439 Sock Drat Dalam PVC 4" bh 12,000.00 11,500.00 12,000.00440 Sock Drat Luar PVC 1/2" bh 1,750.00 2,000.00 2,000.00441 Sock Drat Luar PVC 3/4" bh 1,600.00 1,750.00 1,500.00442 Sock Drat Luar PVC 1" bh 2,500.00 2,750.00 2,600.00443 Sock Drat Luar PVC 2" bh 12,000.00 12,000.00 12,000.00444 Sock Drat Luar PVC 3" bh 11,500.00 11,600.00 11,500.00445 Sock Drat Luar PVC 4" bh 12,000.00 12,000.00 12,500.00446 Stop Kran 1/2" bh 30,000.00 30,000.00 30,000.00447 Stop Kran 3/4" bh 42,000.00 42,000.00 42,000.00448 Stop Kran 1" bh 55,000.00 55,000.00 55,000.00449 Stop Kran 1,5 bh 65,000.00 65,000.00 65,000.00450 Straatpot 2" bh 51,000.00 51,000.00 51,000.00451 Straatpot 3" bh 62,000.00 62,000.00 62,000.00452 Straatpot 4" bh 91,000.00 91,000.00 91,000.00453 Sock Drat GI 1/2" bh 2,000.00 2,000.00 2,000.00454 Sock Drat GI 3/4" bh 3,000.00 3,000.00 3,000.00455 Sock Drat GI 1" bh 7,000.00 7,000.00 7,000.00456 Sock Drat GI 1 1/4" bh 8,000.00 8,000.00 8,000.00457 Sock Drat GI 1 1/2" bh 10,000.00 10,000.00 10,000.00458 Sock Drat GI 2" bh 16,000.00 16,000.00 16,000.00459 Sock Drat GI 3" bh 43,000.00 43,000.00 43,000.00460 Sock Drat GI 4" bh 74,000.00 74,000.00 74,000.00


461 Sock Drat GI 6" bh 105,000.00 105,000.00 105,000.00


462 Screnner CI 2" bh 202,500.00 202,500.00 202,500.00463 Screnner CI 3" bh 283,000.00 283,000.00 283,000.00464 Screnner CI 4" bh 385,000.00 385,000.00 385,000.00465 Screnner CI 4" bh 385,000.00 385,000.00 385,000.00466 Screnner CI 6" bh 385,000.00 385,000.00 385,000.00467 Soft Start, Pst 23000 VA bh 17,000,000.00 17,000,000.00 17,000,000.00468 Tee Polos PVC 1/2" bh 2,000.00 2,000.00 2,000.00469 Tee Polos PVC 3/4" bh 2,000.00 2,000.00 2,000.00470 Tee Polos PVC 1" bh 3,000.00 3,000.00 3,000.00471 Tee Polos PVC 1 1/4" bh 3,000.00 3,000.00 3,000.00472 Tee Dreat PVC 1/2 " bh 2,000.00 2,000.00 2,000.00473 Tee Dreat PVC 3/4 " bh 2,000.00 2,000.00 2,000.00474 Tee Dreat PVC 1 " bh 3,000.00 3,000.00 3,000.00475 Tee Dreat PVC 1 1/4 " bh 3,000.00 3,000.00 3,000.00476 Tee Dreat PVC 1 1/2 " bh 5,000.00 5,000.00 5,000.00477 Tee Dreat PVC 2 " bh 6,000.00 6,000.00 6,000.00478 Tee Dreat PVC 3 " bh 9,000.00 9,000.00 9,000.00479 Tee Dreat PVC 4 " bh 1,200.00 1,200.00 1,200.00480 Tee All Socket RRJ 2" x 2" x 2" bh 95,000.00 95,000.00 95,000.00481 Tee All Socket RRJ 3" x 3" x 3" bh 157,000.00 157,000.00 157,000.00482 Tee All Socket RRJ 4" x 4" x 4" bh 260,000.00 260,000.00 260,000.00483 Tee All Socket RRJ 6" x 6" x 6" bh 481,000.00 481,000.00 481,000.00484 Tee All Flange 2" x 2" x 2" bh 230,000.00 230,000.00 230,000.00485 Tee All Flange 3" x 3" x 3" bh 368,000.00 368,000.00 368,000.00486 Tee All Flange 4" x 4" x 4" bh 494,000.00 494,000.00 494,000.00487 Tee All Flange 6" x 6" x 6" bh 575,000.00 575,000.00 575,000.00488 Tee Y All Flange 2" x 2" x 2" bh 230,000.00 230,000.00 230,000.00489 Tee All Flange 3" x 2" x 3" bh 575,000.00 575,000.00 575,000.00490 Tee Y All Flange 3" x 3" x 3" bh 575,000.00 575,000.00 575,000.00491 Tee Y All Flange 4" x 2" x 4" bh 575,000.00 575,000.00 575,000.00492 Tee Y All Flange 4" x 3" x 4" bh 575,000.00 575,000.00 575,000.00493 Tee Y All Flange 4" x 4" x 4" bh 575,000.00 575,000.00 575,000.00494 Tee Y All Flange 6" x 2" x 6" bh 575,000.00 575,000.00 575,000.00495 Tee Y All Flange 6" x 3" x 6" bh 575,000.00 575,000.00 575,000.00496 Tee Y All Flange 6" x 3" x 6" bh 575,000.00 575,000.00 575,000.00497 Tee Y All Flange 6" x 3" x 6" bh 575,000.00 575,000.00 575,000.00498 Tee GI 0.5" bh 40,000.00 40,000.00 40,000.00499 Tee GI 3/4" bh 51,000.00 51,000.00 51,000.00500 Tee GI 1" bh 57,000.00 57,000.00 57,000.00501 Tee GI 1 1/4" bh 63,000.00 63,000.00 63,000.00502 Tee GI 1 1/2." bh 69,000.00 69,000.00 69,000.00503 Tee GI 2" bh 74,000.00 74,000.00 74,000.00504 Tee GI 3" bh 80,000.00 80,000.00 80,000.00505 Tee GI 4" bh 86,000.00 86,000.00 86,000.00506 Tiang Beton 7/1000dAM bh 2,000,000.00 2,000,000.00 2,000,000.00507 Water Meter 0.5" bh 140,000.00 140,000.00 140,000.00508 Water Meter 3/4" bh 155,000.00 155,000.00 155,000.00509 Water Meter 1" bh 287,000.00 287,000.00 287,000.00510 Water Meter 2" bh 1,610,000.00 1,610,000.00 1,610,000.00511 Waterstop m' 143,000.00 143,000.00 143,000.00512 Well Head bh 517,000.00 517,000.00 517,000.00 513 Lem PVC SG bh 6,000.00 6,000.00 6,000.00514 Angker Besi bh 5,000.00 5,000.00 5,000.00515 Kanal NP 1 - 1000 mm bh 287,000.00 287,000.00 287,000.00516 Ground Rood 2,75 mm bh 402,000.00 402,000.00 402,000.00517 Pintu Besi bh 350,000.00 350,000.00 350,000.00 518 Dinabol bh 6,000.00 6,000.00 6,000.00 519 Elektroda Bh 28,000.00 28,000.00 28,000.00


BAHAN KAYU 520 Kayu Kamper Balok M3 8,400,000.00 8,400,000.00 8,400,000.00


521 Kayu Kamper Papan M3 9,600,000.00 9,600,000.00 9,600,000.00522 Kayu Kruing Balok M3 6,000,000.00 6,000,000.00 6,000,000.00523 Kayu Kruing Papan M3 7,200,000.00 7,200,000.00 7,200,000.00524 Kayu Tahun Lokal Balok Klas III M3 3,000,000.00 3,000,000.00 3,000,000.00525 Kayu Tahun Lokal Papan Klas III M3 4,200,000.00 4,200,000.00 4,200,000.00526 Kayu Tahun Lokal Balok Klas II M3 4,200,000.00 4,200,000.00 4,200,000.00527 Kayu Tahun Lokal Papan Klas II M3 4,800,000.00 4,800,000.00 4,800,000.00528 Kayu Begisiting/tahun M3 3,000,000.00 3,000,000.00 3,000,000.00529 Kayu Meranti Papan M3 6,000,000.00 6,000,000.00 6,000,000.00530 Kayu Meranti Balok M3 5,100,000.00 5,100,000.00 5,100,000.00531 Kayu Jati Balok (Perhutani) M3 24,000,000.00 24,000,000.00 24,000,000.00532 Kayu Jati Papan (Perhutani) M3 26,400,000.00 26,400,000.00 26,400,000.00533 Kayu reng jati 2/3 (Perhutani) M3 24,000,000.00 24,000,000.00 24,000,000.00534 Kayu Bakar M3 420,000.00 420,000.00 420,000.00535 Kayu Kelapa (P=6M x 8/12) M3 2,400,000.00 2,400,000.00 2,400,000.00536 Deck Plang 10/20 Ky bengkirai (Jembatan) M3 7,800,000.00 7,800,000.00 7,800,000.00537 Kayu Untuk Perancah M3 4,200,000.00 4,200,000.00 4,200,000.00538 Kayu Usuk 5/7 Kamper M3 7,200,000.00 7,200,000.00 7,200,000.00539 Kayu Usuk 5/7 Kruing M3 5,400,000.00 5,400,000.00 5,400,000.00540 Kayu Usuk 5/7 Meranti M3 4,200,000.00 4,200,000.00 4,200,000.00541 Kayu profil m' 12,000.00 12,000.00 12,000.00542 Dempul Kayu Kg 30,000.00 30,000.00 30,000.00543 Kayu Bengkirai Balok M3 7,200,000.00 7,200,000.00 7,200,000.00544 Kayu Bengkirai Papan M3 8,400,000.00 8,400,000.00 8,400,000.00545 Bilik Bambu Kulit Luar/Tebal M2 7,200.00 7,200.00 7,200.00546 Bilik Bambu Kulit Dalam/Tipis M2 6,000.00 6,000.00 6,000.00547 Kayu Galam dia 8 - 10 mm / 4m bh 18,000.00 18,000.00 18,000.00548 Bambu dia 8 - 10 cm / 6 m bh 18,000.00 18,000.00 18,000.00

BAHAN BESI DAN KACA 549 Besi C Kg 15,000.00 15,000.00 15,000.00550 Paku Kg 12,000.00 12,000.00 12,000.00551 Paku Sumbat Bh 12,000.00 12,000.00 12,000.00552 Paku Pancing Bh 1,200.00 1,200.00 1,200.00553 Seng BJLS 20 (1,80 M = 6ft) Lbr 48,000.00 48,000.00 48,000.00554 Seng BJLS 25 Lbr 60,000.00 60,000.00 60,000.00555 Seng BJLS 30 Lbr 72,000.00 72,000.00 72,000.00556 Seng Gelombang 0.2/180 Lbr 32,000.00 32,500.00 33,000.00557 Seng Gelombang 0.25/180 Lbr 48,000.00 48,000.00 48,000.00558 Seng Gelombang 0.3/180 Lbr 58,000.00 58,000.00 58,000.00559 Seng Gelombang BJLS - 25 P=3.00 M Lbr 81,000.00 81,000.00 81,000.00560 Seng Gelombang BJLS - 25 P=1.80 M Lbr 60,000.00 60,000.00 60,000.00561 Seng Gelombang BJLS - 25 P=2.10 M Lbr 72,000.00 72,000.00 72,000.00562 Seng Gelombang BJLS - 25 P=2.45 M Lbr 84,000.00 84,000.00 84,000.00563 Seng Plat BJLS - 25 L=55 Cm M' 19,200.00 19,200.00 19,200.00564 Seng Plat BJLS - 25 L=50 Cm M' 16,800.00 16,800.00 16,800.00565 Seng Plat BJLS - 25 L=40 Cm M' 14,400.00 14,400.00 14,400.00566 Talang PVC U 15 M' 30,000.00 30,000.00 30,000.00567 Besi Strip Kg 10,800.00 10,800.00 10,800.00568 Besi Canal Kg 10,800.00 10,800.00 10,800.00569 Besi Plat Kg 12,000.00 12,000.00 12,000.00570 Besi Muur Kg 17,000.00 17,500.00 18,000.00571 Besi Bulat Kg 15,000.00 17,500.00 17,500.00572 Besi Beton Polos Kg 15,000.00 17,500.00 17,500.00573 Besi I WF 150.150.4.8 Kg 14,400.00 14,400.00 14,400.00574 Besi IWF 500.200.10.17 Kg 14,400.00 14,400.00 14,400.00575 Besi L 50.50.5 (P=6M) Kg 32,400.00 32,400.00 32,400.00576 Besi L 100.100.8 (P=6M) Kg 32,400.00 32,400.00 32,400.00


577 Besi Plat ezer 6 mm Lbr 720,000.00 720,000.00 720,000.00578 Besi Plat Strip 2 x 3 (P=6M) m1 6,000.00 6,000.00 6,000.00


579 Besi virkan 2 x 2 cm (P=6M) m1 21,000.00 21,000.00 21,000.00580 Besi Beton Ulir Kg 21,600.00 21,600.00 21,600.00581 Baut dia 12 mm bh 3,000.00 3,200.00 3,250.00582 Baut Angker dia 12 mm bh 3,000.00 3,200.00 3,250.00583 Besi Beton Polos 6mm Kg 12,000.00 12,000.00 12,000.00584 Besi Beton Polos 8 mm Kg 12,000.00 12,000.00 12,000.00585 Besi Beton Polos 10 mm Kg 12,000.00 12,000.00 12,000.00586 Besi Beton Polos 12 mm Kg 12,000.00 12,000.00 12,000.00587 Besi Beton Polos 14 mm Kg 12,000.00 12,000.00 12,000.00588 Besi Beton Polos 16 mm Kg 12,000.00 12,000.00 12,000.00589 Besi Beton Polos 18mm Kg 12,000.00 12,000.00 12,000.00590 Erection Kg 3,600.00 3,600.00 3,600.00591 Ongkos Poles M2 120,000.00 120,000.00 120,000.00592 Potong Dan las/Melubangi Kg 7,200.00 7,200.00 7,200.00593 Pipa Besi BSA dia 2,5" (P=6M) Lonjor 746,400.00 746,400.00 746,400.00594 Pipa Besi BSA dia 3" (P=6M) Lonjor 946,800.00 946,800.00 946,800.00595 Pipa besi Galfanis 2 1/2" (P=6M) Lonjor 746,400.00 746,400.00 746,400.00596 Doop 3" Bh 48,000.00 48,000.00 48,000.00597 Doop 2,5" Bh 36,000.00 36,000.00 36,000.00598 Angker Mur baut Bh 6,000.00 6,250.00 6,750.00599 Filler Kg 960.00 960.00 960.00600 Seng Plat M2 60,000.00 60,000.00 60,000.00601 Kuku Macan Bh 500.00 600.00 650.00602 Kunci Tanam ( Kuda Terbang ) Bh 35,000.00 35,000.00 35,000.00603 Kunci Tanam ( Nylon / Yale / Marcena ) Bh 180,000.00 180,000.00 180,000.00604 Kunci Tanam Kamar Mandi Bh 35,000.00 37,500.00 36,000.00605 Kunci Silinder Bh 60,000.00 60,000.00 60,000.00606 Kunci Laci/Lemari Bh 4,000.00 4,000.00 4,000.00607 Engsel Nylon ( ARCH ) Bh 6,000.00 6,000.00 6,000.00608 Engsel Pintu Bh 6,000.00 7,500.00 5,000.00609 Engsel Jendela Bh 6,000.00 6,000.00 6,000.00610 Grendel Tanam Bh 7,000.00 7,000.00 7,500.00611 Grendel biasa Bh 2,000.00 2,500.00 3,000.00612 Hak Angin Bh 4,000.00 4,000.00 4,000.00613 Kaca Bening 3 mm M2 30,000.00 35,000.00 37,500.00614 Kaca Bening 5 mm M2 45,000.00 47,500.00 42,000.00615 Kaca Naco 5 mm Lbr 5,000.00 4,750.00 4,000.00616 Kaca Wireglass/Grafir 6 mm M2 960,000.00 960,000.00 960,000.00617 Kaca Stained Glass M3 1,800,000.00 1,800,000.00 1,800,000.00618 Besi BRC M2 600,000.00 600,000.00 600,000.00619 Roda Besi bh 2,250.00 2,500.00 2,750.00620 Engsel Besi bh 60,000.00 60,000.00 60,000.00621 Pintu Lipat / Harmonika M2 960,000.00 960,000.00 960,000.00622 Pintu Lipat / Harmonika Baja strip 2 x 3 M2 1,200,000.00 1,200,000.00 1,200,000.00623 Pintu dan Rangka Alumunium M2 540,000.00 540,000.00 540,000.00624 Rolling door Aluminium t. 3 mm M2 660,000.00 660,000.00 660,000.00625 Alat Bantu ( set @ 3 Alat ) Set 120,000.00 120,000.00 120,000.00626 Mesin Gilas 3 Roda 6 - 8 Ton Jam 94,748.00 94,748.00 94,748.00627 Mesin Penyemprot Aspal 1000 Lt Jam 27,003.00 27,003.00 27,003.00628 Truk Bak Terbuka 3,5 Ton / 115 HP Jam 149,739.00 149,739.00 149,739.00629 Alat Penggetar Beton 4 HP 18,181.00 18,181.00 18,181.00630 Pengadukan Beton 125 Ltr / 6 HP 28,696.00 28,696.00 28,696.00631 Pompa Air (0,50 mm) 30 m3 / jam 15,059.00 15,059.00 15,059.00632 Bulldozer Jam 308,636.00 308,636.00 308,636.00 633 Motor Grader Jam 344,000.00 344,000.00 344,000.00 634 Excavator Jam 299,636.00 299,636.00 299,636.00 635 Pemecah Batu 30T/J Jam 467,941.00 467,941.00 467,941.00 636 Wheel Loader Jam 376,795.00 376,795.00 376,795.00


637 Three Wheel Roller 6 - 8 Ton Jam 94,748.00 94,748.00 94,748.00 638 Tandem Roller 6 - 8 Ton Jam 128,811.00 128,811.00 128,811.00


639 Pneumatic Roller 8 - 15 Ton Jam 202,736.00 202,736.00 202,736.00 640 Vibrator Roller 1 Ton Jam 46,738.00 46,738.00 46,738.00 641 Plate Vibrator Tamper Jam 23,010.00 23,010.00 23,010.00 642 Concrete Vibrator Jam 18,181.00 18,181.00 18,181.00 643 Asphalt Sprayer Towed 350 L Jam 27,003.00 27,003.00 27,003.00 644 Asphalt Mixing Plant (AMP) Jam 3,043,428.00 3,043,428.00 3,043,428.00 645 Asphalt Finisher Jam 299,521.00 299,521.00 299,521.00 646 Water Tank Truck Jam 135,851.00 135,851.00 135,851.00 647 Dump Truck, 3,5 ton Jam 149,739.00 149,739.00 149,739.00 648 Dump Truck, 5 ton Jam 188,731.00 188,731.00 188,731.00 649 Flat bed Truck 4,0 ton Jam 126,349.00 126,349.00 126,349.00 650 Concrete Mixer 250 liter Jam 28,696.00 28,696.00 28,696.00 651 Air Compresor Jam 71,083.00 71,083.00 71,083.00 652 Water Pump Jam 15,059.00 15,059.00 15,059.00 653 Breaker Jam 375,000.00 375,000.00 375,000.00

BAHAN ASPAL, CAT DLL 654 Aspal Bitumen Kg 10,440.00 10,440.00 10,440.00655 Aspal Curah Kg 9,600.00 9,600.00 9,600.00656 Minyak Aspal Ltr 3,000.00 3,000.00 3,000.00657 Minyak Bakar Ltr 4,000.00 4,000.00 4,000.00658 Minyak Cutback/Emulsi Ltr 1,800.00 1,800.00 1,800.00659 Tir - Tiran kg 10,800.00 10,800.00 10,800.00660 Minyak Begisting Ltr 6,000.00 6,000.00 6,000.00661 Minyak Diesel / Solar Ltr 4,500.00 4,500.00 4,500.00662 Premium Ltr 4,500.00 4,500.00 4,500.00663 Stempet Kg 36,000.00 36,000.00 36,000.00664 Minyak Pelumas Ltr 30,000.00 30,000.00 30,000.00665 Spirtus kg 12,000.00 12,000.00 12,000.00666 Serlaag kg 12,000.00 12,000.00 12,000.00667 Cat kayu setara EMCO Kg 38,000.00 40,000.00 42,500.00668 Cat besi setara EMCO Kg 50,000.00 52,500.00 52,500.00669 Cat meni merk Pedang Kg 16,000.00 17,500.00 20,000.00670 Cat Meni Besi Kg 16,000.00 16,000.00 16,000.00671 Plamir kayu Kg 15,000.00 15,000.00 15,500.00672 Politur Ltr 52,000.00 52,000.00 52,500.00673 Vernis Ltr 30,000.00 32,500.00 32,500.00674 Kuas (Eterna 5") bh 17,500.00 17,500.00 17,500.00675 Alang - alang ikat 6,000.00 6,000.00 6,000.00676 Teak Oil Ltr 15,000.00 15,000.00 15,000.00677 Lem merk Rajawali Kg 10,000.00 9,500.00 10,000.00678 Carpet m2 12,500.00 12,500.00 12,500.00679 Cat dinding Avitec Kg 15,000.00 15,000.00 15,000.00680 Cat dinding Catilac (ICI) Kg 18,000.00 18,000.00 18,000.00681 Cat dinding Movilec Kg 54,000.00 54,000.00 54,000.00682 Plamir tembok merk weber Kg 24,000.00 24,000.00 24,000.00683 Cat Besi Kg 54,000.00 54,000.00 54,000.00684 Minyak Bron Kg 48,000.00 48,000.00 48,000.00685 Minyak Cat ltr 21,000.00 21,000.00 21,000.00686 Lampu TL 20 Watt (Philips) bh 120,000.00 120,000.00 120,000.00687 Lampu TL 2 x 20 Watt bh 180,000.00 180,000.00 180,000.00688 Lampu Baret + Dop 20 Watt bh 90,000.00 90,000.00 90,000.00689 Lampu Pijar 20 Watt bh 30,000.00 30,000.00 30,000.00690 Lampu Gantung bh 2,400,000.00 2,400,000.00 2,400,000.00691 Celling Lamp lokal bh 300,000.00 300,000.00 300,000.00692 Lampu Down Light bh 180,000.00 180,000.00 180,000.00693 Lampu Hias type GLOBE bh 240,000.00 240,000.00 240,000.00694 Sakelar Tunggal bh 30,000.00 30,000.00 30,000.00


695 Sakelar Ganda bh 48,000.00 48,000.00 48,000.00696 Stop Kontak bh 30,000.00 30,000.00 30,000.00697 Instalasi Listrik titik 150,000.00 150,000.00 150,000.00


698 Panel MCB bh 300,000.00 300,000.00 300,000.00699 Sambung PLN 1300 VA ls 3,600,000.00 3,600,000.00 3,600,000.00700 Sambung PLN 2200 VA ls 5,760,000.00 5,760,000.00 5,760,000.00

JENIS TANAMAN LAND SKAPE 701 Sadeng tinggi 2 Meter Phn 648,000.00 648,000.00 648,000.00702 Palm raja tinggi 2 Meter Phn 360,000.00 360,000.00 360,000.00703 Palm ekor tupai tinggi 2 Meter Phn 300,000.00 300,000.00 300,000.00704 Molina tinggi 1.5 Meter Phn 720,000.00 720,000.00 720,000.00705 Pandan Bali tinggi batang 1.5 meter. Phn 864,000.00 864,000.00 864,000.00706 Palm Phonix Phn 792,000.00 792,000.00 792,000.00707 Palm Merah sedang Phn 1,368,000.00 1,368,000.00 1,368,000.00708 Palm Botol Phn 720,000.00 720,000.00 720,000.00709 Palm Sikat Botol tinggi 2 Meter Phn 360,000.00 360,000.00 360,000.00710 Cemara udang setengah jadi Phn 2,520,000.00 2,520,000.00 2,520,000.00711 Cemara udang Phn 4,536,000.00 4,536,000.00 4,536,000.00712 Kamboja kuning Phn 720,000.00 720,000.00 720,000.00713 Kamboja Merah Phn 360,000.00 360,000.00 360,000.00714 Tombak Raja Set 216,000.00 216,000.00 216,000.00715 Mawar Jambe Phn 1,224,000.00 1,224,000.00 1,224,000.00716 Serut setengah jadi Phn 2,160,000.00 2,160,000.00 2,160,000.00717 Cemara pua-pua( sudah jadi) Phn 288,000.00 288,000.00 288,000.00718 M2 10,080.00 10,080.00 10,080.00719 M2 9,360.00 9,360.00 9,360.00720 M2 8,640.00 8,640.00 8,640.00721 M2 10,080.00 10,080.00 10,080.00722 M2 8,400.00 8,400.00 8,400.00723 M2 7,200.00 7,200.00 7,200.00724 M2 10,080.00 10,080.00 10,080.00725 Kucai Mini Polybag 2,160.00 2,160.00 2,160.00726 Soka Polybag 2,160.00 2,160.00 2,160.00727 Duranta/ Bunga te-tean Polybag 2,160.00 2,160.00 2,160.00728 Spatubello Polybag 3,600.00 3,600.00 3,600.00729 Melati Air Set 21,600.00 21,600.00 21,600.00730 Cypirus Air Set 21,600.00 21,600.00 21,600.00731 Pot Bunga tanaman Air dia.60 - 80 cm. Bh. 360,000.00 360,000.00 360,000.00



KABUPATEN BONDOWOSO


Rumput Jepang ( Andropogon aciculatus )Rumput Gajah ( Axonopus compressus )Rumput Peking ( Agrostis stolonifera )Rumput Manila ( Zoysia matrella )Rumput Golf ( Eragrotis tenella )Rumput Grinting ( Cynodon dactylon )Rumput Kentucky ( Poa pratensis )


I. SATUAN UPAH

NO URAIAN/UPAH/BAHAN SATUAN HARGA(Rp)

1 Mandor Lapangan Org/Hari 46,000.002 Kepala Tukang Kayu Org/Hari 42,500.003 Kepala Tukang Batu Org/Hari 42,500.004 Kepala Tukang Besi Org/Hari 42,500.005 Kepala Tukang Pipa Org/Hari 42,500.006 Tukang Kayu Org/Hari 35,000.007 Tukang Pipa Org/Hari 35,000.008 Tukang Batu Org/Hari 35,000.009 Tukang Besi Org/Hari 35,000.00

10 Tukang Listrik Org/Hari 35,000.0011 Tukang Cat Org/Hari 35,000.0012 Pekerja Terlatih Org/Hari 29,000.0013 Pekerja Semi Terlatih Org/Hari 27,000.0014 Pekerja Tak Terlatih Org/Hari 26,000.0015 Penjaga Org/Hari 30,000.0016 Mekanik Org/Hari 50,000.0017 Pembantu Mekanik Org/Hari 35,000.0018 Sopir Terampil Org/Hari 45,000.0019 Pembantu Sopir Org/Hari 35,000.0020 Operator Terampil Org/Hari 60,000.0021 Operator Semi Terampil Org/Hari 40,000.0022 Pembantu Operator Org/Hari 35,000.0023 Tukang Aspal Org/Hari 35,000.00


II. SATUAN BAHAN

BAHAN GALIAN 1 Pasir Urug M3 75,000.002 Pasir Pasang M3 90,000.003 Sirtu M3 86,000.004 Pasir Cor M3 90,000.005 Tanah Urug M3 60,000.006 Timbunan Pilihan M3 65,000.007 Batu Kali M3 100,000.008 Batu Belah 15/20 M3 105,000.009 Batu Belah 10/15 M3 105,000.00

10 Batu Pecah 4/7, 5/7 ( Manual ) M3 112,000.0011 Batu Pecah 3/5 ( Manual ) M3 140,000.0012 Batu Pecah 2/3 ( Manual ) M3 187,000.0013 Batu Pecah 1/2 ( Manual ) M3 200,000.0014 Batu Pecah 0,5/1 ( Manual ) M3 225,000.0015 Batu Gunung/Quarry M3 100,000.0016 Krikil Sungai Tersaring M3 100,000.0017 Koral sikat/krikil warna permukaan halus M3 160,000.0018 Batu Pecah 15/30 M3 100,000.0019 Kerikil Urug ( Grosok ) M3 85,000.0020 Batu Pecah 5/7 ( Mesin ) M3 123,000.0021 Batu Pecah 3/5 ( Mesin ) M3 170,000.0022 Batu Pecah 2/3 ( Mesin ) M3 195,000.0023 Batu Pecah 1/2 ( Mesin ) M3 250,000.0024 Batu Pecah 0,5/1 ( Mesin ) M3 309,000.0025 Grosok Pilihan M3 100,000.00

BAHAN BUATAN / OLAHAN 26 Batu Merah Bh 450.0027 Batu berongga Bh 2,000.0028 Batako Bh 3,600.0029 Abu Batu Kg 1,800.0030 Paving stone Abu-abu 8/10 M2 65,400.0031 Paving stone Tiga berlian (merah) M2 72,600.0032 Paving stone Sudut Enam (merah) M2 72,600.0033 Grass Block M2 54,000.0034 Mozaik Realif 30/3 Bh 96,000.0035 Roster Karawang Merah / beton Bh 7,200.0036 Kapur Sirih M3 720,000.0037 Kapur Pasang M3 660,000.0038 PC Tiga Roda 40 kg Kg 1,260.0039 PC Gresik 40 Kg Kg 1,380.0040 Semen PC Warna Kg 10,200.0041 Batacote Kg 1,800.0042 Perekat M3 156,000.0043 Genteng Press Biasa bh 840.0044 Bubungan Sejenis bh 3,000.0045 Genteng Model K Pilang Bima Ambulu bh 3,000.0046 Bubungan Sejenis bh 6,000.0047 Genteng Beton Besar bh 3,600.0048 Bubung Sejenis bh 7,200.0049 Genteng Beton Kecil bh 2,400.0050 Bubung Sejenis bh 6,000.0051 Genteng Model K Pilang Ngayur bh 3,000.0052 Bubungan Sejenis bh 6,000.0053 Genteng Model K Pilang Ngayur Glazzur bh 6,000.0054 Bubungan Sejenis bh 10,800.0055 Genteng Palentong BIMA AMBULU bh 3,600.0056 Bubungan Sejenis bh 7,200.0057 Genteng Model K Pilang Lokal bh 1,560.0058 Bubungan Sejenis bh 3,600.00


59 Genteng Palentong NGELAYUR bh 3,600.0060 Bubungan Sejenis bh 7,200.0061 Asbes Gelombang Kecil P=1,8M M2 26,400.0062 Asbes Gelombang Panjang =2,10m M2 27,600.0063 Asbes Gelombang Panjang = 2,45m M2 148,800.0064 Asbes Gelombang besar P=1,8M M2 57,600.0065 Bubungan Asbes Kecil bh 21,600.0066 Bubungan Asbes Besar bh 48,000.0067 Kertas gosok Lbr 8,400.0068 Teakwood Besar 9 cm Lbr 114,000.0069 Mamer Tulungagung 40/60 M2 420,000.00

bh 105,000.0070 Tegel Warna 20/20 M2 24,000.00

bh 960.0071 Tegel Traso 30/30 M2 30,000.00

bh 2,760.0072 Tegel Wafel 20/20 M2 24,000.00



bh 2,760.0075 Plint Tegel Abu Abu 15/20 Bh 3,600.0076 Plint Tegel Warna 15/20 Bh 4,800.0077 Genteng Kaca Bh 6,000.0078 Fiber Glass 80/100 (1,80 M) Lbr 30,000.0079 Tandon Fiber Glass 1000 L Bh 1,140,000.0080 Bak Mandi Traso Bh 9,000.0081 Bak Mandi Bathtub (Totto) set. 2,400,000.0082 Bak Mandi Fiber bh 180,000.0083 Closet Mono Traso Set 960,000.0084 Water Heater Set 7,200,000.0085 Wastafel Warna Muda Set 300,000.0086 Urinoir Porselin (Totto) Bh 900,000.0087 Beton Roaster Bh 7,200.0088 Bak Cuci Porselain Bh 180,000.0089 Bak Cuci Traso Bh 102,000.0090 Bak Cuci Stainlees Bh 300,000.0091 Canstien Bh 42,000.0092 Multiplek 6 mm Lbr 78,000.0093 Multiplek 8 mm Lbr 108,000.0094 Multiplek 9 mm Lbr 114,000.0095 Multiplek 12 mm Lbr 162,000.0096 Multiplek 18 mm Lbr 234,000.0097 Alumunium Lbr 180,000.0098 Atap Alumunium Gelombang t 0,55 cm m2 120,000.0099 Nok Alumunium Standart 40 cm 18, swg 22 m2 108,000.00

100 Daun Jendela Rangka Alumunium Bh 480,000.00101 Kusen / Rangka Alumunium M' 150,000.00102 Triplek 3 mm Besar Lbr 48,000.00103 Triplek 4 mm Besar Lbr 66,000.00104 Triplek Melamint Lbr 60,000.00105 Kawat Ram M2 18,000.00106 Kawat Bronjong Kg 14,400.00107 Kawat Berduri Kg 0.00108 Bendrat Kg 15,600.00109 Keramik 20 /20 Setara Roman M2 48,000.00


Bh 2,700.00


111 Keramik 30 /30 Setara Roman M2 36,000.00Bh 3,300.00

112 Keramik 40/40 Setara Roman M2 42,000.00Bh 7,020.00

113 Keramik 20 /20 Setara Asia M2 48,000.00Bh 1,920.00



116 Keramik 40/40 Setara Asia M2 42,000.00Bh 7,020.00

117 Keramik 30 /30 Setara Hercules M2 48,000.00Bh 4,380.00

118 Tegel Porselin 11 x 11 Putih M2 36,000.00Bh 438.00

119 Tegel Porselin 11 x 11 Warna M2 42,000.00Bh 516.00

120 Tegel Granit 40x40 M2 240,000.00Bh 40,020.00

121 Calciboard 4,5 mm M2 36,000.00122 Harflex 5 mm M2 30,000.00123 Harflex 3 mm M 24,000.00124 Batu Piring/Gilang Parquet M2 150,000.00125 Batu piring/Gilang pecah acak M2 30,000.00126 Batu Palimanan M2 120,000.00127 Hollowblock (HB 20) Bh 3,600.00128 Hollowblock (HB 15) Bh 3,300.00129 Hollowblock (HB 10) Bh 3,000.00130 Concreteblock (CB 20) Bh 0.00131 Concreteblock (CB 20) Bh 0.00132 Concreteblock (CB 20) Bh 0.00133 Kran Air Bh 18,000.00134 Seal tape Bh 2,400.00135 Glass Block Bh 21,600.00136 Laser Light (6 ft = 1,80 m) l=0,80 M2 72,000.00137 Avour/Floor Drain Bh 24,000.00138 Talang Pipa PVC U 20 Cm M' 90,000.00139 Buis Beton U. 20 cm panjang 1 m Bh 22,800.00140 Buis Beton U. 30 cm panjang 1 m Bh 38,400.00141 Buis Beton U. 40 cm panjang 1 m Bh 48,600.00142 Buis Beton U .50 cm panjang 1 m Bh 74,400.00143 Buis Beton U. 60 cm panjang 1 m (P=0,5M) Bh 54,600.00144 Buis Beton U.80 cm panjang 1 m (P=0,5M) Bh 62,400.00145 Buis Beton U.100 cm panjang 1 m (P=0,5M) Bh 64,800.00146 Gorong - gorong dia. 15 cm (P=1M) M' 42,000.00147 Gorong - gorong dia. 20 cm (P=1M) M' 43,800.00148 Gorong - gorong dia. 30 cm (P=1M) M' 72,000.00149 Gorong - gorong dia. 40 cm (P=1M) M' 90,600.00150 Gorong - gorong dia. 50 cm (P=1M) M' 106,200.00151 Gorong - gorong dia. 60 cm (P=0,5M) M' 146,400.00152 Gorong - gorong dia. 80 cm (P=0,5M) M' 212,400.00153 Gorong - gorong dia. 100 cm (P=0,5M) M' 276,000.00154 Klosed Jongkok INA Bh 120,000.00155 Klosed Jongkok Teraso Bh 72,000.00156 Klosed Duduk TOTTO (Monoblock) Unit 1,080,000.00157 Asbes Datar 1 X 1 m setara kerang Lbr 9,600.00158 Gypsum tebal 9 mm (1,22 m x 2,40 m) Lbr 66,000.00159 List Gypsum KW 2 M' 12,000.00160 List Gypsum KW 1 M' 24,000.00


161 Akustik 30 x 60 cm, t. 9 mm lbr 0.00162 Pompa Air DAB 12 M Bh 720,000.00163 Pipa PVC dia. 4"AW (P=4M) M1 260,400.00164 Pipa PVC dia. 3"AW M1 178,800.00165 Pipa PVC dia. 2 1/2"AW M1 126,000.00166 Pipa PVC dia. 2"AW M1 97,800.00167 Pipa PVC dia. 1 1/2"AW M1 66,000.00168 Pipa PVC dia. 1 1/4"AW M1 50,400.00169 Pipa PVC dia. 1"AW M1 36,000.00170 Pipa PVC dia. 3/4"AW M1 28,800.00171 Pipa PVC dia. 1/2"AW (P=4M) M1 23,400.00172 Keni Pipa PVC dia. 3" bh 7,800.00173 Corong Pipa PVC dia. 3" bh 7,200.00174 Pipa GI Monel dia. 2.5" (P=6M) Btg 660,000.00175 Pipa GI Monel dia. 2" Btg 462,000.00176 Pipa GI Monel dia. 1/2" Btg 282,000.00177 Pipa GI Monel dia. 3/4" Btg 240,000.00178 Pipa GI Monel dia.1" Btg 216,000.00179 Pipa GI Monel dia.1 1/4" Btg 282,000.00180 Pipa GI Monel dia. 2.5" m1 110,400.00181 Pipa GI Monel dia. 2" m1 78,000.00182 Pipa GI Monel dia. 1/2" M1 132,000.00183 Pipa GI Monel dia. 3/4" M1 162,000.00184 Pipa GI Monel dia.1" m1 36,000.00185 Pipa GI Monel dia.1 1/4" m1 47,040.00186 Bend socket RRJ 11.25 2" bh 52,000.00187 Bend socket RRJ 11.25 3" bh 77,000.00188 Bend socket RRJ 11.25 4" bh 108,000.00189 Bend socket RRJ 11.25 6" bh 231,000.00190 Bend socket RRJ 22.5' 2" bh 178,000.00191 Bend socket RRJ 22.5' 3" bh 224,000.00192 Bend socket RRJ 22.5' 4" bh 253,000.00193 Bend socket RRJ 22.5' 6" bh 316,000.00194 Bend socket RRJ 45 2" bh 56,000.00195 Bend socket RRJ 45 3" bh 80,000.00196 Bend socket RRJ 45 4" bh 117,000.00197 Bend socket RRJ 45 6" bh 172,000.00198 Bend socket RRJ 90 2" bh 60,000.00199 Bend socket RRJ 90 3" bh 93,000.00200 Bend socket RRJ 90 4" bh 128,000.00201 Bend All Flange 45' 2" bh 189,000.00202 Bend All Flange 45' 3" bh 235,000.00203 Bend All Flange 45' 4" bh 345,000.00204 Bend All Flange 45' 6" bh 402,000.00205 Bend All Flange 90' 1,5" bh 114,000.00206 Bend All Flange 90' 2" bh 201,000.00207 Bend All Flange 90' 3" bh 253,000.00208 Bend All Flange 90' 4" bh 299,000.00209 Bend All Flange 90' 6" bh 609,000.00210 Bend All Flange 22.5' 2" bh 178,000.00211 Bend All Flange 22.5' 2,5" bh 201,000.00212 Bend All Flange 22.5' 3" bh 224,000.00213 Bend All Flange 22.5' 4" bh 253,000.00214 Bend All Flange 22.5' 6" bh 404,000.00215 Bend All Flange 11.25' 2" bh 178,000.00216 Bend All Flange 11.25' 3" bh 201,000.00217 Bend All Flange 11.25' 4" bh 253,000.00218 Bend Socket Spigot 11.25' 2" bh 44,500.00219 Bend Socket Spigot 11.25' 3" bh 70,750.00220 Bend Socket Spigot 11.25' 4" bh 103,375.00


221 Bend Socket Spigot 22.5' 2" bh 46,600.00222 Bend Socket Spigot 22.5' 3" bh 76,250.00223 Bend Socket Spigot 22.5' 4" bh 110,000.00224 Bend Socket Spigot 45' 2" bh 53,000.00225 Bend Socket Spigot 45' 3" bh 86,500.00226 Bend Socket Spigot 45' 4" bh 122,875.00227 Bend Socket Spigot 90' 2" bh 58,000.00228 Bend Socket Spigot 90' 3" bh 98,000.00229 Bend Socket Spigot 90' 4" bh 141,000.00230 Box Meter bh 30,000.00231 BD Condensator 3x35 + 1x25 mm bh 27,000.00232 BC Cond 50 mm bh 46,000.00233 Beugle U 6" bh 57,000.00234 Baut Mur 5/8"x2 bh 3,200.00235 Baut Mur 5/8 x2.5" bh 3,600.00236 Baut Mur 5/8 x 3"" bh 3,900.00237 Baut Mur 5/8 x4" bh 4,400.00238 Baut Mur 3/4 x2.5" bh 7,000.00239 Baut Mur 3/4 x3" bh 8,900.00240 Ceek Valve 2" bh 1,050,000.00241 Ceek Valve 2.5" bh 1,250,000.00242 Ceek Valve 3" bh 1,650,000.00243 Ceek Valve 4" bh 2,475,000.00244 Ceek Valve 6" bh 3,225,000.00245 Clamp Sadle 2"x1/2" bh 21,000.00246 Clamp Sadle 3"x1/2" bh 36,000.00247 Clamp Sadle 4"x1/2" bh 40,000.00248 Clamp Sadle 2"x3/4" bh 24,000.00249 Clamp Sadle 3"x3/4" bh 36,000.00250 Clamp Sadle 4"x3/4" bh 56,000.00251 Clamp Sadle 2"x1" bh 25,000.00252 Clamp Sadle 3"x1" bh 38,000.00253 Clamp Sadle 4"x1" bh 62,000.00254 Dop Drat GI 1/2" bh 3,200.00255 Dop Drat GI 3/4" bh 3,900.00256 Dop Drat GI 1" bh 5,000.00257 Dop Drat GI 1 1/2" bh 10,000.00258 Dop Drat GI 2" bh 14,900.00259 Dop Drat GI 2.5" bh 30,000.00260 Dop Drat GI 3" bh 41,000.00261 Dop Drat GI 4" bh 69,000.00262 Dop Drat GI 6" bh 233,000.00263 Dop PVC Lem/ Moof 0.5 " bh 750.00264 Dop PVC Lem/ Moof 1 " bh 4,500.00265 Dop PVC Lem/ Moof 2 " bh 11,000.00266 Dop PVC Lem/ Moof 3 " bh 21,000.00267 Dop PVC Lem/ Moof 4 " bh 35,000.00268 Dop PVC RRJ 2 " bh 10,000.00269 Dop PVC RRJ 2.5 " bh 13,000.00270 Dop PVC RRJ 3 " bh 20,000.00271 Dop PVC RRJ 4 " bh 31,000.00272 DOP Polos PVC 1/2 " bh 1,625.00273 DOP Polos PVC 3/4 " bh 1,700.00274 DOP Polos PVC 1 " bh 1,875.00275 DOP Polos PVC 1 1/4 " bh 2,000.00276 DOP Polos PVC 1 1/2 " bh 2,500.00277 DOP Drat PVC 1/2 " bh 2,000.00278 DOP Drat PVC 3/4 " bh 2,000.00279 DOP Drat PVC 1 " bh 3,000.00280 Double Naple 1/2 " bh 3,000.00281 Double Naple 3/4" bh 4,000.00


282 Double Naple 1" bh 5,000.00283 Flange Spigot PVC 2" bh 65,000.00284 Flange Spigot PVC 2.5" bh 65,000.00285 Flange Spigot PVC 3" bh 117,000.00286 Flange Spigot PVC 4" bh 148,000.00287 Flange Spigot PVC 6" bh 322,000.00288 Flange Socked PVC RRJ 2" bh 105,000.00289 Flange Socked PVC RRJ 2.5" bh 117,500.00290 Flange Socked PVC RRJ 3" bh 139,000.00291 Flange Socked PVC RRJ 4" bh 187,000.00292 Flange Socked PVC RRJ 6" bh 377,000.00293 Flange Las 2" bh 54,000.00294 Flange Las 2.5" bh 56,000.00295 Flange Las 3" bh 69,000.00296 Flange Las 4" bh 85,000.00297 Flange Las 6" bh 156,000.00298 Flange Drat 2" bh 63,000.00299 Flange Drat 3" bh 74,000.00300 Flange Drat 4" bh 92,000.00301 Flange Drat 6" bh 143,000.00302 Float valve bh 51,000.00303 Gibout Joint 2" bh 62,000.00304 Gibout Joint 3" bh 90,000.00305 Gibout Joint 4" bh 114,000.00306 Gate Valve 2" bh 460,000.00307 Gate Valve 2.5" bh 557,000.00308 Gate Valve 3" bh 661,000.00309 Gate Valve 4" bh 833,000.00310 Gate Valve 6" bh 1,138,000.00311 Gerobak Dorong bh 2,875,000.00312 Hidran Umum Fibber 1000 L unit 1,300,000.00313 Hidran Umum Fibber 2000 L unit 2,000,000.00314 Hidran Umum Fibber 3000 L unit 2,700,000.00315 Keni PVC 1/2" bh 1,000.00316 Keni PVC 3/4" bh 2,200.00317 Keni PVC 1" bh 3,600.00318 Keni PVC 1 1/4" bh 4,900.00319 Keni PVC 1 1/2" bh 7,800.00320 Keni PVC 2" bh 13,000.00321 Keni PVC 3" bh 34,000.00322 Keni PVC 4" bh 79,000.00323 Klem GI 1/2 " bh 1,000.00324 Klem GI 3/4 " bh 1,000.00325 Klem GI 1 " bh 1,000.00326 Klem GI 1 1/4 " bh 1,000.00327 Klem GI 1 1/2 " bh 2,000.00328 Klem GI 2 " bh 5,000.00329 Klem GI 3 " bh 8,000.00330 Klem GI 4 " bh 11,000.00331 Karet Packing 4 mm bh 6,000.00332 Karet Packing 5 mm bh 8,000.00333 Kran Air 0.5" bh 22,000.00334 Kran Air 3/4" bh 32,000.00335 Kennie Drat GI 0.5" bh 4,000.00336 Kennie Drat GI 3/4" bh 6,000.00337 Kennie Drat GI 1" bh 8,200.00338 Kennie Drat GI 1.5" bh 16,000.00339 Kennie Drat GI 2" bh 26,000.00340 Kennie Drat GI 3" bh 75,000.00341 Kennie Drat GI 4" bh 137,000.00


342 Keni Drat PVC 1/2" bh 1,000.00343 Keni Drat PVC 3/4" bh 2,000.00344 Keni Drat PVC 1" bh 3,000.00345 Keni Drat PVC 1 1/4" bh 3,000.00346 Kabel Power NYYHY 4 x 10 m' 57,000.00 347 Kabel Power NYYHY 4 x 25 m' 142,000.00 348 Klem Pengapit bh 8,000.00349 kapasitor 15 KV AR/415 Volt bh 8,050,000.00350 Manholle 60x60 ( Plat Baja ) unit 402,000.00351 Manometer 10 ATM bh 158,000.00352 OA KAST Type VI Pakai Kaca bh 201,000.00353 OA KAST Type III Lengkap bh 345,000.00354 Pipa GI Medium B 16 " m' 1,435,000.00355 Pipa GI Medium B 12 " m' 1,280,000.00356 Pipa GI Medium B 10 " m' 950,000.00357 Pipa GI Medium B 8 " m' 700,000.00358 Pipa GI Medium B 6 " m' 213,000.00359 Pipa GI Medium B 4 " m' 163,750.00360 Pipa GI Medium B 3 " m' 125,000.00361 Pipa GI Medium B 2 " m' 86,250.00362 Pipa GI Medium B 1 1/2 " m' 68,750.00363 Pipa GI Medium B 1 1/4 " m' 52,500.00364 Pipa GI Medium B 1 " m' 46,250.00365 Pipa GI Medium B 3/4 " m' 30,000.00366 Pipa GI Medium B 1/2 " m' 23,750.00367 Pipa PVC RRJ S-12.5 2" m' 27,000.00368 Pipa PVC RRJ S-12.5 3" m' 38,000.00369 Pipa PVC RRJ S-12.5 4" m' 56,000.00370 Pipa PVC RRJ S-12.5 6" m' 111,000.00371 Pipa PVC RRJ S-12.5 8" m' 188,000.00372 Pipa PVC RRJ S-12.5 10" m' 293,000.00373 Pipa PVC Moof S-12.5 1/2" m' 2,000.00374 Pipa PVC Moof S-12.5 3/4" m' 4,000.00375 Pipa PVC Moof S-12.5 1" m' 7,000.00376 Pipa PVC Moof S-12.5 1 1/4" m' 9,000.00377 Pipa PVC Moof S-12.5 1 1/2" m' 17,000.00378 Pipa PVC Moof S-12.5 2" m' 16,000.00379 Pipa PVC Moof S-12.5 2 1/2" m' 19,000.00380 Pipa PVC Moof S-12.5 3" m' 34,000.00381 Pipa PVC Moof S-12.5 4" m' 51,000.00382 Pipa PVC Moof S-12.5 6" m' 109,000.00383 Pipa PVC Moof S-12.5 8" m' 180,000.00384 Pressure Filter bh 60,000,000.00385 Reduser PVC Moof 1 1/2" x 1 " 1 1/2" bh 5,000.00386 Reduser PVC Moof 2" x 1 1/2" x 2" bh 15,000.00387 Reduser PVC Moof 2" x 1 " x 2" bh 19,000.00388 Reduser PVC Moof 3" x 2" x 3" bh 41,000.00389 Reduser PVC Moof 4" x 2" x 4" bh 68,000.00390 Reduser PVC Moof 4" x 3" x 4" bh 78,000.00391 Reduser All Socket 3" x 2" bh 82,000.00392 Reduser All Socket 4 x 2" bh 119,000.00393 Reduser All Socket 4" x 3" bh 131,000.00394 Reduser All Socket 6" x 2" bh 145,000.00395 Reduser All Socket 6" x 3" bh 150,000.00396 Reduser All Flange 3" x 2" bh 113,500.00397 Reduser All Flange 4" x 2" bh 149,000.00398 Reduser All Flange 4" x 3" bh 215,000.00399 Reduser All Flange 6" x 2" bh 275,000.00400 Reduser All Flange 6" x 3" bh 336,000.00401 Reduser All Flange 3" x 2" x 3" bh 120,000.00


402 Reduser All Flange 4" x 2"x 4" bh 186,000.00403 Reduser All Flange 4" x 3" x 4" bh 207,000.00404 Reduser All Flange 6" x 2" x 6" bh 302,000.00405 Reduser All Flange 6" x 3" x 6" bh 230,000.00406 Reduser All Flange 6" x 4" x 6" bh 250,000.00407 Reducer Tee All Socket 2"x 1" x 2" bh 138,000.00408 Reducer Tee All Socket 3"x 2" x 3" bh 184,000.00409 Reducer Tee All Socket 4"x 2" x 4" bh 218,000.00410 Reducer Tee All Socket 4"x 3" x 4" bh 253,000.00411 Reducer Tee All Socket 6"x 2" x 6" bh 316,000.00412 Reducer Tee All Socket 6"x 3" x 6" bh 402,000.00413 Reduser Tee All Flange 2" x 1" x 2" bh 138,000.00414 Reduser Tee All Flange 3" x 2" x 3" bh 184,000.00415 Reduser Tee All Flange 4" x 2" x 4" bh 218,000.00416 Reduser Tee All Flange 4" x 3" x 4" bh 253,000.00417 Reduser Tee All Flange 6" x 2" x 6" bh 316,000.00418 Reduser Tee All Flange 6" x 3" x 6" bh 402,000.00419 Single Air Valve 1/2 " bh 140,000.00420 Single Air Valve 3/4 " bh 140,000.00421 Single Air Valve 1 " bh 151,000.00422 Single Air Valve 2 " bh 175,000.00423 Single Air Valve 3 " bh 200,000.00424 Sock PVC 1/2" bh 1,000.00425 Sock PVC 3/4" bh 1,000.00426 Sock PVC 1" bh 1,000.00427 Sock PVC 1 1/4" bh 1,000.00428 Sock PVC 1 1/2" bh 2,000.00429 Sock PVC 2" bh 3,000.00430 Sock PVC 2 1/2" bh 3,000.00431 Sock Drat Dalam PVC 1/2" bh 2,200.00432 Sock Drat Dalam PVC 3/4" bh 2,600.00433 Sock Drat Dalam PVC 1" bh 4,100.00434 Sock Drat Dalam PVC 1 1/4" bh 5,500.00435 Sock Drat Dalam PVC 1 1/2" bh 7,300.00436 Sock Drat Dalam PVC 2" bh 13,000.00437 Sock Drat Dalam PVC 2 1/2" bh 19,000.00438 Sock Drat Dalam PVC 3" bh 27,000.00439 Sock Drat Dalam PVC 4" bh 53,300.00440 Sock Drat Luar PVC 1/2" bh 1,400.00441 Sock Drat Luar PVC 3/4" bh 1,900.00442 Sock Drat Luar PVC 1" bh 2,900.00443 Sock Drat Luar PVC 2" bh 12,000.00444 Sock Drat Luar PVC 3" bh 27,000.00445 Sock Drat Luar PVC 4" bh 53,000.00446 Stop Kran 1/2" bh 30,000.00447 Stop Kran 3/4" bh 42,000.00448 Stop Kran 1" bh 55,000.00449 Stop Kran 1,5 bh 65,000.00450 Straatpot 2" bh 51,000.00451 Straatpot 3" bh 62,000.00452 Straatpot 4" bh 91,000.00453 Sock Drat GI 1/2" bh 2,000.00454 Sock Drat GI 3/4" bh 3,000.00455 Sock Drat GI 1" bh 7,000.00456 Sock Drat GI 1 1/4" bh 8,000.00457 Sock Drat GI 1 1/2" bh 10,000.00458 Sock Drat GI 2" bh 16,000.00459 Sock Drat GI 3" bh 43,000.00460 Sock Drat GI 4" bh 74,000.00461 Sock Drat GI 6" bh 105,000.00


462 Screnner CI 2" bh 202,500.00463 Screnner CI 3" bh 283,000.00464 Screnner CI 4" bh 385,000.00465 Screnner CI 4" bh 385,000.00466 Screnner CI 6" bh 385,000.00467 Soft Start, Pst 23000 VA bh 17,000,000.00468 Tee Polos PVC 1/2" bh 2,000.00469 Tee Polos PVC 3/4" bh 2,000.00470 Tee Polos PVC 1" bh 3,000.00471 Tee Polos PVC 1 1/4" bh 3,000.00472 Tee Dreat PVC 1/2 " bh 2,000.00473 Tee Dreat PVC 3/4 " bh 2,000.00474 Tee Dreat PVC 1 " bh 3,000.00475 Tee Dreat PVC 1 1/4 " bh 3,000.00476 Tee Dreat PVC 1 1/2 " bh 5,000.00477 Tee Dreat PVC 2 " bh 6,000.00478 Tee Dreat PVC 3 " bh 9,000.00479 Tee Dreat PVC 4 " bh 1,200.00480 Tee All Socket RRJ 2" x 2" x 2" bh 95,000.00481 Tee All Socket RRJ 3" x 3" x 3" bh 157,000.00482 Tee All Socket RRJ 4" x 4" x 4" bh 260,000.00483 Tee All Socket RRJ 6" x 6" x 6" bh 481,000.00484 Tee All Flange 2" x 2" x 2" bh 230,000.00485 Tee All Flange 3" x 3" x 3" bh 368,000.00486 Tee All Flange 4" x 4" x 4" bh 494,000.00487 Tee All Flange 6" x 6" x 6" bh 575,000.00488 Tee Y All Flange 2" x 2" x 2" bh 230,000.00489 Tee All Flange 3" x 2" x 3" bh 575,000.00490 Tee Y All Flange 3" x 3" x 3" bh 575,000.00491 Tee Y All Flange 4" x 2" x 4" bh 575,000.00492 Tee Y All Flange 4" x 3" x 4" bh 575,000.00493 Tee Y All Flange 4" x 4" x 4" bh 575,000.00494 Tee Y All Flange 6" x 2" x 6" bh 575,000.00495 Tee Y All Flange 6" x 3" x 6" bh 575,000.00496 Tee Y All Flange 6" x 3" x 6" bh 575,000.00497 Tee Y All Flange 6" x 3" x 6" bh 575,000.00498 Tee GI 0.5" bh 40,000.00499 Tee GI 3/4" bh 51,000.00500 Tee GI 1" bh 57,000.00501 Tee GI 1 1/4" bh 63,000.00502 Tee GI 1 1/2." bh 69,000.00503 Tee GI 2" bh 74,000.00504 Tee GI 3" bh 80,000.00505 Tee GI 4" bh 86,000.00506 Tiang Beton 7/1000dAM bh 2,000,000.00507 Water Meter 0.5" bh 140,000.00508 Water Meter 3/4" bh 155,000.00509 Water Meter 1" bh 287,000.00510 Water Meter 2" bh 1,610,000.00511 Waterstop m' 143,000.00512 Well Head bh 517,000.00 513 Lem PVC SG bh 21,000.00514 Angker Besi bh 5,000.00515 Kanal NP 1 - 1000 mm bh 287,000.00516 Ground Rood 2,75 mm bh 402,000.00517 Pintu Besi bh 350,000.00 518 Dinabol bh 6,000.00 519 Elektroda Bh 28,000.00

BAHAN KAYU 520 Kayu Kamper Balok M3 8,400,000.00


521 Kayu Kamper Papan M3 9,600,000.00522 Kayu Kruing Balok M3 6,000,000.00523 Kayu Kruing Papan M3 7,200,000.00524 Kayu Tahun Lokal Balok Klas III M3 3,000,000.00525 Kayu Tahun Lokal Papan Klas III M3 4,200,000.00526 Kayu Tahun Lokal Balok Klas II M3 4,200,000.00527 Kayu Tahun Lokal Papan Klas II M3 4,800,000.00528 Kayu Begisiting/tahun M3 3,000,000.00529 Kayu Meranti Papan M3 6,000,000.00530 Kayu Meranti Balok M3 5,100,000.00531 Kayu Jati Balok (Perhutani) M3 24,000,000.00532 Kayu Jati Papan (Perhutani) M3 26,400,000.00533 Kayu reng jati 2/3 (Perhutani) M3 24,000,000.00534 Kayu Bakar M3 420,000.00535 Kayu Kelapa (P=6M x 8/12) M3 2,400,000.00536 Deck Plang 10/20 Ky bengkirai (Jembatan) M3 7,800,000.00537 Kayu Untuk Perancah M3 4,200,000.00538 Kayu Usuk 5/7 Kamper M3 7,200,000.00539 Kayu Usuk 5/7 Kruing M3 5,400,000.00540 Kayu Usuk 5/7 Meranti M3 4,200,000.00541 Kayu profil m' 12,000.00542 Dempul Kayu Kg 30,000.00543 Kayu Bengkirai Balok M3 7,200,000.00544 Kayu Bengkirai Papan M3 8,400,000.00545 Bilik Bambu Kulit Luar/Tebal M2 7,200.00546 Bilik Bambu Kulit Dalam/Tipis M2 6,000.00547 Kayu Galam dia 8 - 10 mm / 4m bh 18,000.00548 Bambu dia 8 - 10 cm / 6 m bh 18,000.00

BAHAN BESI DAN KACA 549 Besi C Kg 14,400.00550 Paku Kg 14,400.00551 Paku Sumbat Bh 14,400.00552 Paku Pancing Bh 1,200.00553 Seng BJLS 20 (1,80 M = 6ft) Lbr 48,000.00554 Seng BJLS 25 Lbr 60,000.00555 Seng BJLS 30 Lbr 72,000.00556 Seng Gelombang 0.2/180 Lbr 48,000.00557 Seng Gelombang 0.25/180 Lbr 72,000.00558 Seng Gelombang 0.3/180 Lbr 84,000.00559 Seng Gelombang BJLS - 25 P=3.00 M Lbr 100,800.00560 Seng Gelombang BJLS - 25 P=1.80 M Lbr 60,000.00561 Seng Gelombang BJLS - 25 P=2.10 M Lbr 72,000.00562 Seng Gelombang BJLS - 25 P=2.45 M Lbr 84,000.00563 Seng Plat BJLS - 25 L=55 Cm M' 19,200.00564 Seng Plat BJLS - 25 L=50 Cm M' 16,800.00565 Seng Plat BJLS - 25 L=40 Cm M' 14,400.00566 Talang PVC U 15 M' 30,000.00567 Besi Strip Kg 10,800.00568 Besi Canal Kg 10,800.00569 Besi Plat Kg 12,000.00570 Besi Muur Kg 10,800.00571 Besi Bulat Kg 10,800.00572 Besi Beton Polos Kg 10,800.00573 Besi I WF 150.150.4.8 Kg 14,400.00574 Besi IWF 500.200.10.17 Kg 14,400.00575 Besi L 50.50.5 (P=6M) Kg 32,400.00576 Besi L 100.100.8 (P=6M) Kg 32,400.00577 Besi Plat ezer 6 mm Lbr 720,000.00578 Besi Plat Strip 2 x 3 (P=6M) m1 6,000.00


579 Besi virkan 2 x 2 cm (P=6M) m1 21,000.00580 Besi Beton Ulir Kg 21,600.00581 Baut dia 12 mm bh 10,200.00582 Baut Angker dia 12 mm bh 10,200.00583 Besi Beton Polos 6mm Kg 12,000.00584 Besi Beton Polos 8 mm Kg 12,000.00585 Besi Beton Polos 10 mm Kg 12,000.00586 Besi Beton Polos 12 mm Kg 12,000.00587 Besi Beton Polos 14 mm Kg 12,000.00588 Besi Beton Polos 16 mm Kg 12,000.00589 Besi Beton Polos 18mm Kg 12,000.00590 Erection Kg 3,600.00591 Ongkos Poles M2 120,000.00592 Potong Dan las/Melubangi Kg 7,200.00593 Pipa Besi BSA dia 2,5" (P=6M) Lonjor 746,400.00594 Pipa Besi BSA dia 3" (P=6M) Lonjor 946,800.00595 Pipa besi Galfanis 2 1/2" (P=6M) Lonjor 746,400.00596 Doop 3" Bh 48,000.00597 Doop 2,5" Bh 36,000.00598 Angker Mur baut Bh 21,000.00599 Filler Kg 960.00600 Seng Plat M2 60,000.00601 Kuku Macan Bh 2,400.00602 Kunci Tanam ( Kuda Terbang ) Bh 66,000.00603 Kunci Tanam ( Nylon / Yale / Marcena ) Bh 180,000.00604 Kunci Tanam Kamar Mandi Bh 54,000.00605 Kunci Silinder Bh 60,000.00606 Kunci Laci/Lemari Bh 9,000.00607 Engsel Nylon ( ARCH ) Bh 54,000.00608 Engsel Pintu Bh 12,000.00609 Engsel Jendela Bh 9,600.00610 Grendel Tanam Bh 42,000.00611 Grendel biasa Bh 9,000.00612 Hak Angin Bh 12,000.00613 Kaca Bening 3 mm M2 54,000.00614 Kaca Bening 5 mm M2 66,000.00615 Kaca Naco 5 mm Lbr 36,000.00616 Kaca Wireglass/Grafir 6 mm M2 960,000.00617 Kaca Stained Glass M3 1,800,000.00618 Besi BRC M2 600,000.00619 Roda Besi bh 60,000.00620 Engsel Besi bh 60,000.00621 Pintu Lipat / Harmonika M2 960,000.00622 Pintu Lipat / Harmonika Baja strip 2 x 3 M2 1,200,000.00623 Pintu dan Rangka Alumunium M2 540,000.00624 Rolling door Aluminium t. 3 mm M2 660,000.00625 Alat Bantu ( set @ 3 Alat ) Set 120,000.00626 Mesin Gilas 3 Roda 6 - 8 Ton Jam 94,748.00627 Mesin Penyemprot Aspal 1000 Lt Jam 27,003.00628 Truk Bak Terbuka 3,5 Ton / 115 HP Jam 149,739.00629 Alat Penggetar Beton 4 HP 18,181.00630 Pengadukan Beton 125 Ltr / 6 HP 28,696.00631 Pompa Air (0,50 mm) 30 m3 / jam 15,059.00632 Bulldozer Jam 308,636.00 633 Motor Grader Jam 344,000.00 634 Excavator Jam 299,636.00 635 Pemecah Batu 30T/J Jam 467,941.00 636 Wheel Loader Jam 376,795.00 637 Three Wheel Roller 6 - 8 Ton Jam 94,748.00 638 Tandem Roller 6 - 8 Ton Jam 128,811.00


639 Pneumatic Roller 8 - 15 Ton Jam 202,736.00 640 Vibrator Roller 1 Ton Jam 46,738.00 641 Plate Vibrator Tamper Jam 23,010.00 642 Concrete Vibrator Jam 18,181.00 643 Asphalt Sprayer Towed 350 L Jam 27,003.00 644 Asphalt Mixing Plant (AMP) Jam 3,043,428.00 645 Asphalt Finisher Jam 299,521.00 646 Water Tank Truck Jam 135,851.00 647 Dump Truck, 3,5 ton Jam 149,739.00 648 Dump Truck, 5 ton Jam 188,731.00 649 Flat bed Truck 4,0 ton Jam 126,349.00 650 Concrete Mixer 250 liter Jam 28,696.00 651 Air Compresor Jam 71,083.00 652 Water Pump Jam 15,059.00 653 Breaker Jam 375,000.00

BAHAN ASPAL, CAT DLL 654 Aspal Bitumen Kg 10,440.00655 Aspal Curah Kg 9,600.00656 Minyak Aspal Ltr 3,000.00657 Minyak Bakar Ltr 4,000.00658 Minyak Cutback/Emulsi Ltr 1,800.00659 Tir - Tiran kg 10,800.00660 Minyak Begisting Ltr 6,000.00661 Minyak Diesel / Solar Ltr 4,500.00662 Premium Ltr 4,500.00663 Stempet Kg 36,000.00664 Minyak Pelumas Ltr 30,000.00665 Spirtus kg 12,000.00666 Serlaag kg 60,000.00667 Cat kayu setara EMCO Kg 54,000.00668 Cat besi setara EMCO Kg 54,000.00669 Cat meni merk Pedang Kg 20,400.00670 Cat Meni Besi Kg 20,400.00671 Plamir kayu Kg 18,000.00672 Politur Ltr 36,000.00673 Vernis Ltr 30,000.00674 Kuas (Eterna 5") bh 21,000.00675 Alang - alang ikat 6,000.00676 Teak Oil Ltr 7,200.00677 Lem merk Rajawali Kg 11,400.00678 Carpet m2 60,000.00679 Cat dinding Avitec Kg 15,000.00680 Cat dinding Catilac (ICI) Kg 18,000.00681 Cat dinding Movilec Kg 54,000.00682 Plamir tembok merk weber Kg 24,000.00683 Cat Besi Kg 54,000.00684 Minyak Bron Kg 48,000.00685 Minyak Cat ltr 21,000.00686 Lampu TL 20 Watt (Philips) bh 120,000.00687 Lampu TL 2 x 20 Watt bh 180,000.00688 Lampu Baret + Dop 20 Watt bh 90,000.00689 Lampu Pijar 20 Watt bh 30,000.00690 Lampu Gantung bh 2,400,000.00691 Celling Lamp lokal bh 300,000.00692 Lampu Down Light bh 180,000.00693 Lampu Hias type GLOBE bh 240,000.00694 Sakelar Tunggal bh 30,000.00695 Sakelar Ganda bh 48,000.00696 Stop Kontak bh 30,000.00697 Instalasi Listrik titik 150,000.00


698 Panel MCB bh 300,000.00699 Sambung PLN 1300 VA ls 3,600,000.00700 Sambung PLN 2200 VA ls 5,760,000.00

JENIS TANAMAN LAND SKAPE 701 Sadeng tinggi 2 Meter Phn 648,000.00702 Palm raja tinggi 2 Meter Phn 360,000.00703 Palm ekor tupai tinggi 2 Meter Phn 300,000.00704 Molina tinggi 1.5 Meter Phn 720,000.00705 Pandan Bali tinggi batang 1.5 meter. Phn 864,000.00706 Palm Phonix Phn 792,000.00707 Palm Merah sedang Phn 1,368,000.00708 Palm Botol Phn 720,000.00709 Palm Sikat Botol tinggi 2 Meter Phn 360,000.00710 Cemara udang setengah jadi Phn 2,520,000.00711 Cemara udang Phn 4,536,000.00712 Kamboja kuning Phn 720,000.00713 Kamboja Merah Phn 360,000.00714 Tombak Raja Set 216,000.00715 Mawar Jambe Phn 1,224,000.00716 Serut setengah jadi Phn 2,160,000.00717 Cemara pua-pua( sudah jadi) Phn 288,000.00718 M2 10,080.00719 M2 9,360.00720 M2 8,640.00721 M2 10,080.00722 M2 8,400.00723 M2 7,200.00724 M2 10,080.00725 Kucai Mini Polybag 2,160.00726 Soka Polybag 2,160.00727 Duranta/ Bunga te-tean Polybag 2,160.00728 Spatubello Polybag 3,600.00729 Melati Air Set 21,600.00730 Cypirus Air Set 21,600.00731 Pot Bunga tanaman Air dia.60 - 80 cm. Bh. 360,000.00

Bondowoso, Februari 2010


KABUPATEN BONDOWOSO

Ir. R. SOEKARWODINOTO, CESNIP. 19540415 197310 1 001

Rumput Jepang ( Andropogon aciculatus )Rumput Gajah ( Axonopus compressus )Rumput Peking ( Agrostis stolonifera )Rumput Manila ( Zoysia matrella )Rumput Golf ( Eragrotis tenella )Rumput Grinting ( Cynodon dactylon )Rumput Kentucky ( Poa pratensis )

HARGA SATUAN (JALAN) DINAS BINA MARGA DAN CIPA KARYA TAHUN 2009

NO KODE JENIS PEKERJAAN SAT HARGA

MATERIAL PENDUKUNG 1 K - 013 PENGADAAN KERIKIL SUNGAI ( TIDAK DISARING ) (MENGGUNAKAN BURUH) M3 185,426.00 2 K - 017 PRODUKSI BATU PECAH TERSARING MEMPERGUNAKAN BATU SUNGAI (MENGGUNAKAN ALAT) M3 305,514.00 3 K - 018 PRODUKSI BATU PECAH TERSARING MEMPERGUNAKAN BATU QUARRY (MENGGUNAKAN ALAT) M3 309,423.00 4 K - 020 LAPIS TIPIS ASPAL PASIR ( LATASIR ) PRODUKSI DAN SUPLAI (MENGGUNAKAN ALAT) Ton 1,226,382.00 5 K - 026 ASPAL BETON UNTUK LAPIS PONDASI ATAS ( LASTON ATAS ) PRODUKSI DAN SUPLAI (MENGGUNAKAN ALAT) Ton 1,006,147.00 6 K - 035 LAPIS TIPIS ASPAL BETON ( LATASTON ) PRODUKSI DAN SUPLAI (MENGGUNAKAN ALAT) Ton 1,023,285.00 7 K - 040 ASPAL BETON ( LATASTON ) PRODUKSI DAN SUPLAI (MENGGUNAKAN ALAT) Ton 1,006,154.00

PEKERJAAN TANAH8 K - 110 MEMBUAT PARIT (MENGGUNAKAN BURUH) M3 36,455.00 9 K - 110 A MEMBUAT SALURAN TANAH (MENGGUNAKAN BURUH) M3 19,276.00

10 K - 111 MEMBUAT PARIT (MENGGUNAKAN ALAT) M' 164,743.00 11 K - 112 MEMBUAT PASANGAN BATU PADA PARIT (MENGGUNAKAN BURUH) M3 252,955.00 12 K - 113 DENGAN PENUTUP PLAT BETON BERTULANG (MENGGUNAKAN BURUH) M' 806,601.00 13 K - 114 MEMBUAT SALURAN MELINTANG PADA BAHU JALAN (MENGGUNAKAN BURUH) M3 449,712.00 14 K - 121 PASANG PIPA BETON PRACETAK TIDAK BERTULANG DIA.600 MM TANPA DINDING KEPALA (MENGGUNAKAN BURUH) M 827,600.00 15 K - 121 A PASANG PIPA BETON PRACETAK TIDAK BERTULANG DIA.400 MM TANPA DINDING KEPALA (MENGGUNAKAN BURUH) M 606,800.00 16 K - 121 B PASANG PIPA BETON PRACETAK TIDAK BERTULANG DIA.300 MM TANPA DINDING KEPALA (MENGGUNAKAN BURUH) M 625,400.00 17 K - 121 C PASANG PIPA BETON PRACETAK TIDAK BERTULANG DIA.500 MM TANPA DINDING KEPALA (MENGGUNAKAN BURUH) M 641,000.00 18 K - 123 PASANG PIPA BETON PRACETAK TIDAK BERTULANG DIA.800 MM TANPA DINDING KEPALA (MENGGUNAKAN BURUH) M' 1,002,575.00 19 K - 125 PASANG PIPA BETON PRACETAK TIDAK BERTULANG DIA.1000 MM TANPA DINDING KEPALA (MENGGUNAKAN BURUH) M' 1,262,420.00 20 K - 139 DINDING KEPALA GORONG-GORONG PASANGAN BATU (MENGGUNAKAN BURUH) M' 750,822.00 21 K - 210 PENGUPASAN DAN PEMBERSIHAN SEMAK PADA DAMIJA (MENGGUNAKAN BURUH) M2 11,430.00 22 K - 211 PENGUPASAN DAN PEMBERSIHAN SEMAK PADA DAMIJA (MENGGUNAKAN ALAT) M2 7,282.00 23 K - 220 PENGURUGAN TANAH BERBUTIR UNTUK JALAN ( Mendatangkan ) (MENGGUNAKAN BURUH) M3 195,760.00 24 K - 220 A PENGURUGAN TANAH ( Tanah Bekas Galian ) (MENGGUNAKAN BURUH) M3 41,611.00 25 K - 220 B PENGURUGAN TANAH BERBUTIR UNTUK JEMBATAN ( Mendatangkan ) (MENGGUNAKAN BURUH) M3 186,943.00 26 K - 220 C URUGAN PASIR BAWAH ALAS JALAN (MENGGUNAKAN BURUH) M3 101,448.00 27 K - 220 D PENGURUGAN BAHU JALAN (MENGGUNAKAN BURUH) M3 50,427.00 28 K-220 E URUGAN SIRTU DIATAS PERKERASAN (MENGGUNAKAN BURUH) M3 279,102.00 29 K - 221 PENGURUGAN TANAH (MENGGUNAKAN ALAT) M3 102,119.00 30 K - 224 GALIAN TANAH BIASA (MENGGUNAKAN BURUH) M3 21,889.00 31 K - 224 A GALIAN TANAH KERAS (MENGGUNAKAN BURUH) M3 27,361.00 32 K - 224 B GALIAN TANAH BIASA ( MENGGUNAKAN ALAT ) M3 42,959.00 33 K - 224 C GALIAN TANAH KERAS ( MENGGUNAKAN ALAT ) M3 51,548.00 34 K - 224 D GALIAN TANAH PADAS BERBATU DAN PEMBUANGAN ( Galian Tanah Keras ) ( MENGGUNAKAN ALAT ) M3 81,235.00 35 K - 225 PENGURUGAN KEMBALI DAN DIPADATKAN UNTUK JEMBATAN DAN GORONG-GORONG) M3 305,926.00 36 K - 311 PENIMBUNAN BADAN JALAN (MENGGUNAKAN ALAT) M3 110,151.00 37 K - 320 GALIAN TANAH DAN PEMBUANGAN (MENGGUNAKAN BURUH) M3 77,312.00 38 K - 321 GALIAN TANAH DAN PEMBUANGAN ( MENGGUNAKAN ALAT ) M3 48,885.00 39 K - 325 STABILISASI TANAH DASAR / LPB DENGAN SEMEN (MENGGUNAKAN BURUH) M3 147,848.00 40 K - 341 PENYIAPAN TANAH DASAR (MENGGUNAKAN BURUH) M2 704.00 41 K - 341 A PENYIAPAN TANAH DASAR (MENGGUNAKAN BURUH) M2 883.00 42 K - 342 PENYIAPAN TANAH DASAR (MENGGUNAKAN ALAT) M2 7,482.00 43 K - 410 MEMBENTUK BAHU JALAN (MENGGUNAKAN BURUH) M3 125,130.00 44 K - 411 PEMBENTUKAN BAHU JALAN KERAS ( MENGGUNAKAN ALAT ) M3 133,385.00 45 K - 420 MEMOTONG BAHU JALAN TINGGI (MENGGUNAKAN BURUH) M3 84,003.00 46 K - 420 A MEMOTONG BAHU JALAN TINGGI (MENGGUNAKAN BURUH) M3 23,320.00 47 K - 422 PEMBERSIHAN SEMAK DLL PADA BAHU JALAN (MENGGUNAKAN BURUH) M2 737.00 48 K - 423 PEMBERSIHAN PARIT (MENGGUNAKAN ALAT) M' 4,632.00 49 K - 424 PEMBERSIHAN PARIT (MENGGUNAKAN BURUH) M' 4,948.00 50 K - 510 LAPIS PONDASI BAWAH KLAS A AGREGAT PECAH TERSARING (MENGGUNAKAN ALAT) M3 310,730.00 51 K-511 LAPIS PONDASI BAWAH KLAS A AGREGAT PECAH TERSARING (MENGGUNAKAN BURUH) M3 339,351.00 52 K - 512 LAPIS PONDASI BAWAH KLAS B KERIKIL TERSARING (MENGGUNAKAN ALAT) M3 389,105.00 53 K - 513 LAPIS PONDASI BAWAH KLAS B KERIKIL TERSARING (MENGGUNAKAN BURUH) M3 217,093.00 54 K - 514 LAPIS PONDASI BAWAH KLAS C SIRTU (MENGGUNAKAN ALAT) M3 258,597.00 55 K - 515 LAPIS PONDASI BAWAH KLAS C SIRTU (MENGGUNAKAN BURUH) M3 154,693.00

PEKERJAAN JALAN56 K-516 KONSTRUKSI LAPIS PONDASI BAWAH (LPB) - TELFORD (MENGGUNAKAN BURUH) M2 36,630.00 57 K - 516 A PASANGAN ONDERLAAG (MENGGUNAKAN BURUH) M2 47,686.00 58 K - 516 B PASANGAN STENSLAAG (MENGGUNAKAN BURUH) M2 13,364.00

HARGA SATUAN (JALAN) DINAS BINA MARGA DAN CIPA KARYA TAHUN 2009

NO KODE JENIS PEKERJAAN SAT HARGA

59 K - 516 C PASANGAN BATU TEPI (MENGGUNAKAN BURUH) M' 6,810.00 60 K - 516 D PASANGAN STENSLAAG BERASPAL ( Normalisasi ) (MENGGUNAKAN BURUH) M2 19,090.00 61 K - 517 (MENGGUNAKAN ALAT) M3 297,140.00 62 K - 520 LAPIS PONDASI ATAS KLAS A AGREGAT PECAH TERSARING (MENGGUNAKAN ALAT) M3 392,495.00 63 K - 521 LAPIS PONDASI ATAS KLAS A AGREGAT PECAH TERSARING (MENGGUNAKAN BURUH) M3 422,393.00 64 K - 522 LAPIS PONDASI ATAS KLAS B KERIKIL TERSARING (MENGGUNAKAN ALAT) M3 404,381.00 65 K - 523 LAPIS PONDASI ATAS KLAS B KERIKIL TERSARING (MENGGUNAKAN BURUH) M3 213,639.00 66 K - 530 LAPIS PENETRASI / PONDASI ATAS MAKADAM 70 MM L A P E N (MENGGUNAKAN BURUH) M3 1,249,457.00 67 K - 612 A LABURAN ASPAL PASIR ( BURAS ) (MENGGUNAKAN BURUH) M2 15,641.00 68 K - 614 LABURAN ASPAL SATU LAPIS ( BURTU ) (MENGGUNAKAN BURUH) M2 38,883.00 69 K - 616 A LABURAN ASPAL DUA LAPIS ( BURDA ) (MENGGUNAKAN ALAT) M2 51,559.00 70 K - 617 LABURAN ASPAL SATU LAPIS ( OVERPAINTEN ) (MENGGUNAKAN BURUH) M2 23,745.00 71 K - 618 LAPIS PENETRASI PERMUKAAN MAKADAM 50 MM L A P E N (MENGGUNAKAN BURUH) M2 69,686.00 72 K - 636 PENGHAMPARAN LAPIS TIPIS ASPAL BETON LATASTON (MENGGUNAKAN ALAT) M2 75,863.00 73 K - 638 PENGHAMPARAN LAPIS TIPIS ASPAL PASIR LATASIR (MENGGUNAKAN BURUH) M2 52,598.00 74 K - 641 PENGHAMPARAN LAPIS PERMUKAAN ASPAL BETON LASTON (MENGGUNAKAN ALAT) M2 122,223.00

PEKERJAAN PASANGAN DAN BETON75 K - 705 KONSTRUKSI PASANGAN BATU ( Tinggi s/d 1,5 m ) (MENGGUNAKAN BURUH) M3 443,117.00 76 K - 710 ACUAN UNTUK BETON STRUKTUR (MENGGUNAKAN BURUH) M2 152,809.00 77 K - 715 MEMOTONG, MEMBENGKOK, DAN MEMASANG TULANGAN BESI BETON (MENGGUNAKAN BURUH) Kg 13,186.00 78 K - 720 BETON MASSA KLAS K 125 ( MENGGUNAKAN ALAT PENGADUK BETON 125 LITER ) M3 735,929.00 79 K-722 BETON STRUKTUR KLAS K 225 ( MENGGUNAKAN ALAT PENGADUK BETON 125 LITER ) M3 870,453.00 80 K - 705 A KONSTRUKSI PASANGAN BATU ( Tinggi > 1,5 m ) (MENGGUNAKAN BURUH) M3 547,951.00 81 K - 705 B SIARAN / SETRIKAN 1 : 2 (MENGGUNAKAN BURUH) M2 23,550.00 82 K - 705 C PLESTERAN 1 : 3 (MENGGUNAKAN BURUH) M2 29,427.00 83 K - 724 BETON STRUKTUR KLAS K 175 ( MENGGUNAKAN ALAT PENGADUK BETON 250 LITER ) M3 568,329.00 84 K - 725 BETON STRUKTUR KLAS K 225 ( MENGGUNAKAN ALAT PENGADUK BETON 250 LITER ) M3 795,879.00 85 K - 725 A BETON BERTULANG KLAS K 225 ( Untuk Duiker ) ( MENGGUNAKAN ALAT PENGADUK BETON 250 LITER ) M3 3,385,015.00 86 K - 725 B BETON BERTULANG KLAS K 225 ( Untuk Jembatan ) ( MENGGUNAKAN ALAT PENGADUK BETON 250 LITER ) M3 5,362,915.00 87 K - 725 C BETON BERTULANG KLAS K 225 ( Tinggi s/d 4 Meter ) ( MENGGUNAKAN ALAT PENGADUK BETON 125 LITER ) M3 795,879.00 88 K - 726 BETON STRUKTUR KLAS K 250 ( MENGGUNAKAN ALAT PENGADUK BETON 250 LITER ) M3 873,348.00 89 K - 810 C PASANGAN BATU DENGAN SIAR (PAS. BATU BATA) 1 semen : 4 pasir (MENGGUNAKAN BURUH) M3 473,257.00 90 K - 880 PERBAIKAN LUBANG JALAN ASPAL (MENGGUNAKAN BURUH) M2 111,991.00 91 K - 885 PERBAIKAN AMBLES JALAN ASPAL (MENGGUNAKAN BURUH) M2 149,053.00 92 K - 815 BRONJONG / PENAHAN (MENGGUNAKAN BURUH) M3 472,240.00 93 MOD-001 BENANGAN 1 : 2 (MENGGUNAKAN BURUH) M' 5,199.00 94 MOD-002 PASANGAN BATU BATA DENGAN SIAR (PAS. BATU 1 BATA ROLLAG) 1PC : 4PSR (MENGGUNAKAN BURUH) M2 134,139.00 95 MOD-003 PASANGAN PIPA BETON (GORONG-GORONG) DIA. 500 MM (MENGGUNAKAN BURUH) M' 138,430.00 96 MOD-004 PASANGAN BATU BATA DENGAN SIAR (PAS. BATU 1/2 BATA) 1 semen : 4 pasir (MENGGUNAKAN BURUH) M2 64,175.00 97 MOD-005 PAS. JLN./PARKIR KENDARAAN PAVING STONE (WARNA/NATURAL:8/10 cm) (MENGGUNAKAN BURUH) M2 74,646.00 98 MOD-006 PASANGAN BUIS BETON (TIPE U-20) DIA. 200 MM (MENGGUNAKAN BURUH) M' 53,039.00

A N A L I S A H A R G A S A T U A N K O D E

PENGADAAN KERIKIL SUNGAI ( TIDAK DISARING )

(MENGGUNAKAN BURUH) K - 013

PROPINSI : KODE KABUPATEN : KODE DISIAPKAN OLEH :

Jawa Timur Bondowoso Tanggal

PROSES : ANGGAPAN : 1. Menggali kerikil sungai dan memuat ke truck dengan 1. Menggunakan tenaga manusia (60m3/hari) dalam dua kelompok tenaga manusia disungai 2. Sumber material tersedia bebas/dengan ganti rugi royalti yang berlaku

2. Truck mengangkut kerikil sungai ke lokasi pekerjaan/ 3. Jumlah lapis penutup 1m3 per 8m3 kerikil galian penimbunan 4. Waktu muat 12 min/10 orang/truck; waktu bongkar 5 min/5 orang/ truck

3. Membongkar muatan truck dengan tenaga manusia 5. 2 Tim 5 orang membongkar truck ke lokasi pekerjaan/penimbunan 6. Jarak angkut 10 km, 72 min/tip, 5trip/hari/truck.

7. Volume yang diukur berdasarkan 3,5 ton lepas/truck(BJ = 1,6) 8. Umur alat bantu rata-rata 1 bulan/orang/set @ 3 alat)

P E K E R J A JML

HARI KODETOTAL VOL UPAH BIAYA SUB TOTAL

Org (Org-hari) (Rp./org/hari) ( Rp. ) ( Rp. )

P Mandor 2 1 L061 2.00 46,000.00 92,000.00 E Supir terampil 5 1 L091 5.00 45,000.00 225,000.00 K Pembantu supir 5 1 L099 5.00 35,000.00 175,000.00 E Buruh tak terampil 60 1 L101 60.00 26,000.00 1,560,000.00 R J A

PEKERJA 2,052,000.00

M A T E R I A L

SAT KODE TOTAL VOLHARGA BIAYA SUB TOTAL

(Rp./Unit) ( Rp. ) ( Rp. )

M Sirtu - Royalti m3 M042 60.00 86,000.00 5,160,000.00 A Alat Bantu ( set @ 3 alat ) Set M170 2.40 51,300.00 123,120.00 TERIAL

MATERIAL 5,283,120.00

P E R A L A T A N JMLHARI

KODEJAM HARGA BIAYA SUB TOTAL

KERJA KERJA (Rp./JAM) ( Rp. ) ( Rp. )

P Flat bed Truck 4,0 ton 5 1 E221 30.00 126,349.00 3,790,470.00 E R ALATAN

PERALATAN 3,790,470.00 TOTAL (Rp.) 11,125,590.00

VOLUME 60 SATUAN M3 HARGA SATUAN 185,426.50 PER M3

PEMBULATAN 185,426.00 PER M3


PRODUKSI BATU PECAH TERSARING

MEMPERGUNAKAN BATU SUNGAI (MENGGUNAKAN ALAT) K - 017



PROSES : ANGGAPAN : 1. Buldozer membuat timbunan di sungai untuk Loader 1. Menggunakan alat berat (60 m3/hari) material diolah 3 kali 2. Loader memuat ke Dump Truck yang membongkar 2. Batu diambil dari sungai dan diangkut ke saringan I (30 t/j)

ke saringan 1 3. Eks saringan I : Oversize 25 % (7,5 t/j) ke pemecah 1 & 75 % (22,5 t/j) 3. Batu oversize ke pemecah 1 ke saringan - saringan 4. Hasil pecahan batu dicampur ulang dengan hasil 4. Eks saringan 2 : 7,5 t/j ke pemecah 1, 7,5 t/j ke pemecah 2& 7,5 t/j terbuang

untuk pemecah-pemecah 5. Eks pemecah 1 : 7,5 t/j kepemecah 2 & 7,5 t/j untuk dikirim 5. Dump Truck angkut batu pecah tersaring 6. Eks pemecah pemecah 2 : 15 t/j untuk dikirim .

7. Volume yang diukur berdasarkan 5 ton lepas/truck (BJ = 1,6 )8. Jarak kirim dari sumber bahan kelokasi pekerjaan 10 km, 1 trip/jam/truck

9. Umur alat bantu rata-rata 1 bulan/orang/set @ 3 alat

P E K E R J A JML



P Mandor 1 1 L061 1.00 46,000.00 46,000.00 E Operator terampil 4 1 L081 4.00 60,000.00 240,000.00 K Pembantu operator 4 1 L083 4.00 35,000.00 140,000.00 E Supir terampil 4 1 L091 4.00 45,000.00 180,000.00 R Pembantu supir 4 1 L099 4.00 35,000.00 140,000.00 J Buruh terampil 4 1 L106 4.00 29,000.00 116,000.00 A Buruh tak terampil 5 1 L101 5.00 26,000.00 130,000.00

PEKERJA 992,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Kerikil galian - royalti m3 M012 80.00 100,000.00 8,000,000.00 A Alat Bantu ( set @ 3 alat ) Set M170 0.20 297,600.00 59,520.00 TERIAL

MATERIAL 8,059,520.00




P Bulldozer 1 1 E001 2.00 308,636.00 617,272.00 E Pemecah Batu 30T/J 1 1 E031 4.00 467,941.00 1,871,764.00 R Wheel Loader 1 1 E052 6.00 376,795.00 2,260,770.00 A Dump Truck, 5 ton 4 1 E212 24.00 188,731.00 4,529,544.00 LATAN





PRODUKSI BATU PECAH TERSARING

MEMPERGUNAKAN BATU QUARRY (MENGGUNAKAN ALAT) K - 018



PROSES : ANGGAPAN : 1. Buldozer membongkar batu quarry dan 1. Menggunakan alat berat (60 m3/hari) material diolah 3 kali menimbun batu untuk Loader 2. Batu diambil dari quarry & diangkut ke saringan I (25 t/j)

2. Loader memuat ke Dump Truck yang 3. Eks saringan I : 2 t/j ke pemecah 1 , 21 t/j kesaringan 2 & 2 t/j terbuang membongkar ke saringan 1 4. Eks saringan 2 : 19,2 t/j ke pemecah 1 & 1,8 t/j ke pemecah 2

3. Batu oversize ke pemecah 1 5. Eks pemecah 1 : 12,2 t/j kepemecah 2 , 7,2 t/j utk dikirim & 1,8 t/j terbuang 4. Hasil pecahan batu dicampur ulang dengan 6. Eks pemecah pemecah 2 : 14 t/j untuk dikirim .

hasil saringan untuk pemecah-pemecah 7. Volume yang diukur berdasarkan 5 ton lepas/truck (BJ = 1,55 ) 5. Dump Truck angkut batu pecah tersaring 8. Jarak kirim dari sumber bahan kelokasi pekerjaan 10 km, 1 trip/jam/truck


P E K E R J A JML



P Mandor 1 1 L061 1.00 46,000.00 46,000.00 E Operator terampil 4 1 L081 4.00 60,000.00 240,000.00 K Pembantu operator 4 1 L083 4.00 35,000.00 140,000.00 E Supir terampil 4 1 L091 4.00 45,000.00 180,000.00 R Pembantu supir 4 1 L093 4.00 35,000.00 140,000.00 J Buruh terampil 4 1 L106 4.00 29,000.00 116,000.00 A Buruh tak terampil 5 1 L101 5.00 26,000.00 130,000.00

PEKERJA 992,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Batu Quarry - Royalti m3 M010 70.00 100,000.00 7,000,000.00 A Alat Bantu ( set @ 3 alat ) Set M170 0.20 297,600.00 59,520.00 TERI L

MATERIAL 7,059,520.00




P Bulldozer 1 1 E001 6.00 308,636.00 1,851,816.00 E Pemecah Batu 30T/J 1 1 E031 4.00 467,941.00 1,871,764.00 R Wheel Loader 1 1 E052 6.00 376,795.00 2,260,770.00 A Dump Truck, 5 ton 4 1 E212 24.00 188,731.00 4,529,544.00 LATAN





LAPIS TIPIS ASPAL PASIR ( LATASIR )

PRODUKSI DAN SUPLAI (MENGGUNAKAN ALAT) K - 020



PROSES : ANGGAPAN : 1. Semua material dikirim pemasok 1. LATASIR dibuat di AMP Produksi 100 Ton/Hari 2. Loader menjaga bin tetap penuh 2. Aspal dipanaskan lebih dahulu agar aspal sudah siap saat dimulai 3. Produksi AMP 100 ton/Hari 3. Biaya produksi termasuk biaya pengangkutan s/d 10 Km dari AMP 4. Dump Truck dimuati dan ditutup terpal untuk 4. Produksi dimuat ke Dump Truck 5 ton dan dikirim ke tempat pekerjaan

mempertahankan suhu 5. Umur alat bantu rata-rata 1 bulan per orang per set @ 3 alat5 Dump Truck membongkar langsung kedalam

mesin penghampar aspal

P E K E R J A JML



P Mandor 1 1 L061 1.00 46,000.00 46,000.00 E Operator terampil 3 1 L081 3.00 60,000.00 180,000.00 K Pembantu operator 3 1 L083 3.00 35,000.00 105,000.00 E Sopir terampil 4 1 L091 4.00 45,000.00 180,000.00 R Pembantu sopir 4 1 L093 4.00 35,000.00 140,000.00 J Buruh tak terampil 6 1 L101 6.00 26,000.00 156,000.00 A Buruh terampil 3 1 L106 3.00 29,000.00 87,000.00

PEKERJA 894,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Pasir ayak untuk beton m3 M041 45.00 90,000.00 4,050,000.00 A Aspal Curah Kg M061A 10,000.00 9,600.00 96,000,000.00 T F i l l e r m3 M189 10.41 960.00 9,993.60 E Alat bantu (set @ 3 alat) Set M170 0.24 223,500.00 53,640.00 RIAL

MATERIAL 100,113,633.60




P Wheel Loader 115 HP 1 1 E052 5.00 376,795.00 1,883,975.00 E Asphalt Mixing Plant (AMP) 1 1 E155 5.00 3,043,428.00 15,217,140.00 R Dump Truck, 5 ton 4 1 E212 24.00 188,731.00 4,529,544.00 ALATAN


VOLUME 100 SATUAN Ton HARGA SATUAN 1,226,382.93 PER TON

PEMBULATAN 1,226,382.00 PER TON


ASPAL BETON UNTUK LAPIS PONDASI ATAS ( LASTON ATAS )




PROSES : ANGGAPAN : 1. Semua material dikirim pemasok 1. ATB dibuat di AMP produksi 100 ton/hari 2. Loader menjaga bin tetap penuh 2. Agregate pecah tersaring disuplai termurah 3. Produksi AMP 100 ton/hari (5 jam per hari) 3. Aspal dipanaskan lebih dahulu agar aspal sudah siap saat dimulai 4. Dump Truck dimuati dan ditutup terpal untuk 4. Produksi dimuat kedalam Dump Truck 5 ton dan dikirim ke tempat pekerjaan

mempertahankan suhu 5. Biaya produksi termasuk pengangkutan sampai 10 Km dari AMP 5. Dump Truck mengangkut ke tempat pekerjaan 6. Umur alat bantu rata-rata 1 bulan/orang/set @ 3 alat

P E K E R J A JML



P Mandor 1 1 L061 1.00 46,000.00 46,000.00 E Operator terampil 3 1 L081 3.00 60,000.00 180,000.00 K Pembantu operator 3 1 L083 3.00 35,000.00 105,000.00 E Supir terampil 4 1 L091 4.00 45,000.00 180,000.00 R Pembantu supir 4 1 L093 4.00 35,000.00 140,000.00 J Buruh tak terampil 6 1 L101 6.00 26,000.00 156,000.00 A Buruh terampil 3 1 L106 3.00 29,000.00 87,000.00

PEKERJA 894,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Pasir ayak untuk beton m3 M041 27.00 90,000.00 2,430,000.00 A Aspal Curah Kg M061A 7,000.00 9,600.00 67,200,000.00 T F i l l e r m3 M189 5.00 960.00 4,800.00 E Alat Bantu ( set @ 3 alat ) Set M170 0.24 223,500.00 53,640.00 R Batu sungai pecah tersaring m3 K017 27.50 305,514.00 8,401,635.00 IAL

MATERIAL 78,090,075.00




P Wheel Loader 115 HP 1 1 E052 5.00 376,795.00 1,883,975.00

E Asphalt Mixing Plant (AMP) 1 1 E155 5.00 3,043,428.00 15,217,140.00

R Dump Truck, 5 ton 4 1 E212 24.00 188,731.00 4,529,544.00

A LATAN





LAPIS TIPIS ASPAL BETON ( LATASTON )




PROSES : ANGGAPAN : 1. Semua material dikirim pemasok 1. HRS dibuat di AMP produksi 100 Ton/hari 2. Loader menjaga bin agar tetap penuh 2. Agregate pecah tersaring disuplai termurah 3. Produksi AMP 100 ton/hari 3. Aspal dipanaskan lebih dahulu agar aspal sudah siap saat dimulai 4. Dump Truck dimuati dan ditutup terpal untuk 4. Produksi dimuat kedalam Dump Truck 5 ton dan dikirim ke penghampar aspal

mempertahankan suhu 5. Biaya produksi termasuk pengangkutan sejauh 10 Km dari AMP 5. Dump Truck membongkar langsung kedalam 6. Umur alat bantu rata-rata 1 bulan/orang/set @ 3 alat

mesin penghampar aspal

P E K E R J A JML




PEKERJA 894,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Pasir ayak untuk beton m3 M041 31.00 90,000.00 2,790,000.00 A Aspal Curah Kg M061A 7,300.00 9,600.00 70,080,000.00 T F i l l e r m3 M189 6.40 960.00 6,144.00 E Alat Bantu ( set @ 3 alat ) Set M170 0.24 223,500.00 53,640.00 R Batu sungai pecah tersaring m3 K017 22.50 305,514.00 6,874,065.00 IAL

MATERIAL 79,803,849.00




P Wheel Loader 115 HP 1 1 E052 5.00 376,795.00 1,883,975.00

E Asphalt Mixing Plant (AMP) 1 1 E155 5.00 3,043,428.00 15,217,140.00

R Dump Truck, 5 ton 4 1 E212 24.00 188,731.00 4,529,544.00

A LATAN





ASPAL BETON ( LATASTON )




PROSES : ANGGAPAN : 1. Semua material dikirim pemasok 1. Memakai alat berat ( 100 ton/hari) 2. Loader menjaga bin tetap penuh 2. Agregat pecah tersaring disuplai termurah 3. Produksi AMP 100 ton/hari (5 jam per hari) 3. AMP didirikan didekat penimbunan material 4. Dump Truck dimuati dan ditutup terpal untuk 4. Aspal dipanaskan lebih dahulu agar aspal sudah siap saat dimulai

mempertahankan suhu 5. Produksi dimuat kedalam Dump Truck 5 ton dan dikirim ke penghampar aspal 5. Dump Truck membongkar langsung 6. Biaya produksi termasuk pengangkutan sejauh 10 km dari AMP


P E K E R J A JML




PEKERJA 894,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Pasir ayak untuk beton m3 M041 27.00 90,000.00 2,430,000.00 A Aspal curah Kg M061 7,000.00 9,600.00 67,200,000.00 T F i l l e r m3 M189 5.71 960.00 5,485.44 E Alat Bantu ( set @ 3 alat ) Set M170 0.24 223,500.00 53,640.00 R Batu sungai pecah tersaring m3 K017 27.50 305,514.00 8,401,635.00 I AL

MATERIAL 78,090,760.44




P Wheel Loader 115 HP 1 1 E052 5.00 376,795.00 1,883,975.00 E Asphalt Mixing Plant (AMP) 1 1 E155 5.00 3,043,428.00 15,217,140.00 R Dump Truck, 5 ton 4 1 E212 24.00 188,731.00 4,529,544.00 A LATAN





MEMBUAT PARIT




PROSES : ANGGAPAN : 1. Gali parit dengan tenaga manusia 1. Menggunakan tenaga manusia (100m/hari) 2. Membuang sisa galian menggunakan 2. Dibuat parit : lebar bawah = 0,50 m

truck bak terbuka lebar atas = 1,30 m

Kedalaman = 0,60 m (Vol. = 0,54 m3 / m)

3. 25 % hasil galian dibuang setempat4. Sisa galian 5. Menggali dan Membuang dihitung 1,5 M3/orang-hari6. Umur alat bantu rata-rata 1 bulan/orang/set @ 3 alat)

P E K E R J A JML



P Mandor 1 1 L061 1.00 46,000.00 46,000.00 E Sopir terampil 2 1 L091 2.00 45,000.00 90,000.00 K Pembantu sopir 2 1 L093 2.00 35,000.00 70,000.00 E Buruh tak terampil 36 1 L101 36.00 26,000.00 936,000.00 R JA

PEKERJA 1,142,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Alat Bantu ( set 2 3 alat ) Set M170 1.44 47,583.33 68,520.00 A TERIAL

MATERIAL 68,520.00




P Flat bed Truck 4,0 ton 2 1 E221 6.00 126,349.00 758,094.00 ERALATAN

PERALATAN 758,094.00 TOTAL (Rp.) 1,968,614.00




MEMBUAT SALURAN TANAH

(MENGGUNAKAN BURUH) K - 110 A



PROSES : ANGGAPAN : 1. Gali parit dengan tenaga manusia 1. Menggunakan tenaga manusia (100m/hari) 2. Membuang sisa galian menggunakan 2. Menggali dan Membuang dihitung 1,5 M3/orang-hari truck bak terbuka 3. Umur alat bantu rata-rata 1 bulan/orang/set @ 3 alat)

P E K E R J A JML



P Mandor 1 1 L061 1.00 46,000.00 46,000.00 E Buruh tak terampil 36 1 L101 36.00 26,000.00 936,000.00 K E R JA

PEKERJA 982,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )


MATERIAL 58,920.00




PERALATAN

PERALATAN 0.00 TOTAL (Rp.) 1,040,920.00




MEMBUAT PARIT

(MENGGUNAKAN ALAT) K - 111



PROSES : ANGGAPAN : 1. Galian tambahan (0,4 M3/M) 1. Menggunakan peralatan berat (500 m/hari) 2. Buat dasar pasangan batu 2. Volume galian parit 0,8 m3/m

3. Digali dengan grader 4. 1/3 disebar pada bahu jalan/badan jalan 5. 2/3 dibuang sejauh 1 Km. 6. 3 rit PP/jam/truck 7. Pembuatan parit per hari 500 m.

P E K E R J A JML



P Mandor 1 1 L061 1.00 46,000.00 46,000.00 E Operator Terampil 2 1 L081 2.00 60,000.00 120,000.00 K Pembantu Operator 2 1 L083 2.00 35,000.00 70,000.00 E Sopir Terampil 4 1 L091 4.00 45,000.00 180,000.00 R Pembantu Sopir 4 1 L093 4.00 35,000.00 140,000.00 J Buruh Tak Terampil 16 1 L101 16.00 26,000.00 416,000.00 A

PEKERJA 972,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )


MATERIAL 58,320.00




P Motor Grader 1 1 E010 6.00 344,000.00 2,064,000.00 E Wheel Loader 1 1 E052 6.00 376,795.00 2,260,770.00 R Dump Truck, 5 ton 4 1 E212 24.00 188,731.00 4,529,544.00 ALATAN


VOLUME 60 SATUAN M' HARGA SATUAN 164,743.90 PER M'

PEMBULATAN 164,743.00 PER M'


MEMBUAT PASANGAN BATU PADA PARIT




PROSES : ANGGAPAN : 1. Galian tambahan (0,4 M3/M) 1. Parit yang ada vol. 0,54 m3/meter 2. Buat dasar pasangan batu 2. Ukuran parit bagian dalam :Tebal rata-rata dinding = 20 Cm; tebal dasar 3. Buat dinding pasangan batu pada parit = 25 cm lebar dasar = 0,5 m; lebar atas 0,9 M, kedalaman = 0,6 M

berbatasan dengan jalan untuk mendukung 3. 50 % Sisa galian dibuang dengan truck bak terbuka, sejauh 1 Km perkerasan jalan dimana perlu 4. 50 % Sisa galian dibuang disekitar lokasi

4. Urug kembali dan buang sisa galian 5. Bahan - Bahan dikirim ke tempat pekerjaan oleh pemasok6. Hasil produksi 60 M3/hari

P E K E R J A JML



P Mandor 1 1 L061 1.00 46,000.00 46,000.00 E Sopir terampil 1 1 L091 1.00 45,000.00 45,000.00 K Pembantu sopir 1 1 L099 1.00 35,000.00 35,000.00 E Buruh tak terampil 36 1 L101 36.00 26,000.00 936,000.00 R J A

PEKERJA 1,062,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Alat Bantu ( set 2 3 alat ) Set M170 1.44 44,250.00 63,720.00 A Konstruksi pasangan batu m3 K705 30.00 443,117.00 13,293,510.00 TERIAL

MATERIAL 13,357,230.00




P Flat bed Truck 4,0 ton 1 1 E221 6.00 126,349.00 758,094.00 E R ALATAN





DENGAN PENUTUP PLAT BETON BERTULANG




PROSES : ANGGAPAN : 1. Galian tambahan (0,4 M3/M) 1. Parit yang ada vol. 0,54 m3/meter 2. Buat dasar pasangan batu 2. Ukuran parit bagian dalam :Tebal rata-rata dinding = 20 Cm; tebal dasar 3. Buat dinding pasangan batu pada parit = 25 cm lebar dasar = 0,5 m; lebar atas 0,9 M, kedalaman = 0,6 M

berbatasan dengan jalan untuk mendukung 3. Item material termasuk perlengkapan bruh, tukang,penggetar beton dll. perkerasan jalan dimana perlu 4. Plat penutup tebal 15 Cm, pembesian 3%

4. Cor plat penutup 5. 50 % Sisa galian dibuang dengan truck bak terbuka, sejauh 1 Km5. Letakkan plat penututp, timbun kembali dan 6. 50 % Sisa galian dibuang disekitar lokasi buang sisa galian 7. Bahan - Bahan dikirim ke tempat pekerjaan oleh pemasok

8. Hasil produksi 20 M /hari

P E K E R J A JML



P Mandor 1 1 L061 1.00 46,000.00 46,000.00 E Sopir terampil 1 1 L091 1.00 45,000.00 45,000.00 K Pembantu sopir 1 1 L099 1.00 35,000.00 35,000.00 E Buruh tak terampil 12 1 L101 12.00 26,000.00 312,000.00 RJ A

PEKERJA 438,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Alat Bantu ( set @ 3 alat ) Set M170 0.48 54,750.00 26,280.00 A Pembesian Kg K715 300.00 13,186.00 3,955,800.00 T Bekisting m2 K710 17.00 152,809.00 2,597,753.00 E Konstruksi pasangan batu m3 K705 11.00 443,117.00 4,874,287.00 R Beton struktur Kls K225 (125L) m3 K722 4.00 870,453.00 3,481,812.00 IAL

MATERIAL 14,935,932.00




P Flat bed Truck 4,0 ton 1 1 E221 6.00 126,349.00 758,094.00 E R ALATAN




A N A L I S A H A R G A S A T U A N K O D E MEMBUAT SALURAN MELINTANG PADA BAHU JALAN




PROSES : ANGGAPAN : 1. Penimbunan agregat 1. Menggunakan tenaga manusia 40 M3/hari 2. Gali saluran melintang pada bahu jalan dan 2. Penggalian terdalam 30 Cm dibawah permukaan

buang kelebihan galian 3. Lapis saringan 10 Cm dan lapis urug kembali 20 Cm 3. Pasang dan letakkan agregat saringan 4. Hasil daya kerja rata-rata 1,5 M3/orang-hari 4. Urug kembali dalam lapis @ 10 Cm dan 5. Agregat gradasi baik dikirim ketempat pekerjaan oleh pemasok

dipadatkan 6. 50 % Sisa galian dibuang dengan truck bak terbuka, sejauh 1 Km7. 50 % Sisa galian dibuang disekitar lokasi (sekitar pekerjaan) 8. Koefisien Pemadatan = 1,29. Sesuai gambar D 1.2

P E K E R J A JML



P Mandor 2 1 L061 2.00 46,000.00 92,000.00 E Supir terampil 1 1 L091 1.00 45,000.00 45,000.00 K Pembantu supir 1 1 L099 1.00 35,000.00 35,000.00 E Buruh tak terampil 72 1 L101 72.00 26,000.00 1,872,000.00 R Buruh terampil 4 1 L106 4.00 29,000.00 116,000.00 JA

PEKERJA 2,160,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Alat Bantu ( set @ 3 alat ) Set M170 2.88 45,000.00 129,600.00 A Batu sungai pecah tersaring m3 K017 48.00 305,514.00 14,664,672.00 TERIAL

MATERIAL 14,794,272.00




P Plate Vibrator Tamper 4 1 E088 12.00 23,010.00 276,120.00 E Flat bed Truck 4,0 ton 1 1 E221 6.00 126,349.00 758,094.00 RALATAN




A N A L I S A H A R G A S A T U A N K O D E PASANG PIPA BETON PRACETAK TIDAK BERTULANG DIA.600 MM

TANPA DINDING KEPALA (MENGGUNAKAN BURUH) K - 121



PROSES : ANGGAPAN : 1. Gali parit lebar 1,0 M dan dalam 1,0 m 1. Menggunakan tenaga manusia ( tidak termasuk dinding kepala ) m dibawah elevasi subgrade 2. Pipa beton pracetak tdk bertulang beli setempat, 8 M dipasang 4 hari

2. Supplai pipa ke lokasi pekerjaan 3. Beton K125 digunakan untuk alas dan selubung pipa gorong-gorong 3. Letakkan pipa pada alas parit 4. Material diangkut ke lokasi pekerjaan oleh pemasok 4. Urug kembali dgn beton sekeliling 5. Tidak termasuk penggalian dan pemadatan ulang perkerasan yang ada pipa sampai elevasi subgrade

5. Jika ada penambahan/penggantian pipa gorong-2 dibutuhkan pekerjaan extra

P E K E R J A JML



P Mandor 1 4 L061 4.00 46,000.00 184,000.00 E Buruh tak terampil 7 4 L101 28.00 26,000.00 728,000.00 KERJA

PEKERJA 912,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Beton Massa Klas K125 (125 L) m3 K720 4.50 735,929.00 3,311,680.50 A Pipa beton tak bertulang dia.600 mm m' M031 8.00 292,800.00 2,342,400.00 T Alat Bantu ( set @ 3 alat ) Set M170 1.12 48,857.14 54,720.00 E 6 % x upahRIAL

MATERIAL 5,708,800.50




PERALATAN


VOLUME 8 SATUAN M HARGA SATUAN 827,600.06 PER M'



TANPA DINDING KEPALA (MENGGUNAKAN BURUH) K - 121 A






P E K E R J A JML




PEKERJA 912,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Beton Massa Klas K125 (125 L) m3 K720 4.50 735,929.00 3,311,680.50 A Pipa beton tak bertulang dia.300 mm m' M031 8.00 72,000.00 576,000.00 T Alat Bantu ( set @ 3 alat ) Set M170 1.12 48,857.14 54,720.00 ERIAL

MATERIAL 3,942,400.50




PERALATAN





TANPA DINDING KEPALA (MENGGUNAKAN BURUH) K - 121 B






P E K E R J A JML




PEKERJA 912,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )


MATERIAL 4,091,200.50




PERALATAN





TANPA DINDING KEPALA (MENGGUNAKAN BURUH) K - 121 C






P E K E R J A JML




PEKERJA 912,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )


MATERIAL 4,216,000.50




PERALATAN





PASANG PIPA BETON PRACETAK TIDAK BERTULANG DIA.800 MM




PROSES : ANGGAPAN : 1. Gali parit lebar 1,3 M dan dalam 1,3 m 1. Menggunakan tenaga manusia ( tidak termasuk dinding kepala ) dibawah elevasi subgrade 2. Pipa beton pracetak tdk bertulang beli setempat, 9 M dipasang 4 hari

2. Suplai pipa ke lokasi pekerjaan 3. Beton K125 digunakan untuk alas dan selubung pipa gorong-gorong 3. Letakkan pipa pada alas parit 4. Material diangkut ke lokasi pekerjaan oleh pemasok 4. Urug kembali dgn beton sekeliling 5. Tidak termasuk penggalian dan pemadatan ulang perkerasan yang ada pipa sampai elevasi subgrade


6. Dump Truck angkut batu pecah tersaring

P E K E R J A JML




PEKERJA 1,016,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Beton Massa Klas K125 (125 L) m3 K720 8.20 735,929.00 6,034,617.80 A Pipa beton tak bertulang dia.800 mm m' M032 9.00 212,400.00 1,911,600.00 T Alat Bantu ( set @ 3 alat ) Set M170 1.28 47,625.00 60,960.00 E 6 % x upahRIAL

MATERIAL 8,007,177.80




PERALATAN


VOLUME 9 SATUAN M' HARGA SATUAN 1,002,575.31 PER M'

PEMBULATAN 1,002,575.00 PER M'


PASANG PIPA BETON PRACETAK TIDAK BERTULANG DIA.1000 MM




PROSES : ANGGAPAN : 1. Gali parit lebar 1,5 M dan dalam 1,5 m 1. Menggunakan tenaga manusia ( tidak termasuk dinding kepala ) dibawah elevasi subgrade 2. Pipa beton pracetak tdk bertulang beli setempat, 10 M dipasang 5 hari

2. Suplai pipa ke lokasi pekerjaan 3. Beton K125 digunakan untuk alas dan selubung pipa gorong-gorong 3. Letakkan pipa pada alas parit 4. Material diangkut ke lokasi pekerjaan oleh pemasok 4. Urug kembali dgn beton sekeliling 5. Tidak termasuk penggalian dan pemadatan ulang perkerasan yang ada pipa sampai elevasi subgrade


P E K E R J A JML



P Mandor 1 5 L061 5.00 46,000.00 230,000.00 E Buruh tak terampil 10 5 L101 50.00 26,000.00 1,300,000.00 KERJA

PEKERJA 1,530,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Beton Massa Klas K125 (125 L) m3 K720 11.20 735,929.00 8,242,404.80 A Pipa beton tak bertulang dia.1000 mm m' M033 10.00 276,000.00 2,760,000.00 T Alat Bantu ( set @ 3 alat ) Set M170 2.00 45,900.00 91,800.00 E ( 6 % x Upah )RIAL

MATERIAL 11,094,204.80




PERALATAN


VOLUME 10 SATUAN M' HARGA SATUAN 1,262,420.48 PER M'

PEMBULATAN 1,262,420.00 PER M'


DINDING KEPALA GORONG-GORONG PASANGAN BATU




PROSES : ANGGAPAN : 1. Gali tanah untuk dinding dan pondasi 1 Tebal rata-rata dinding 77,5 cm.

pada kedua sisi (28 m3) dari 2 gorong-gorong 2 Dianalisa untuk 2 gorong-gorong ; volume seluruhnya 9 m3 2. Buat 2 pasang dinding kepala pasangan batu 3 Bahan dikirim sampai ke lokasi pekerjaan oleh pemasok

untuk 2 gorong-gorong 4 Dinding berdiri pada pondasi pasangan batu tebal 30 cm. 3. Urug kembali dengan urugan bahan berbutir (4,25 m3) 5 Tidak termasuk gorong-gorong 4. Membuang sisa galian yang tidak terpakai

P E K E R J A JML



P Mandor 1 6 L061 6.00 46,000.00 276,000.00 E Buruh tak terampil 6 6 L101 36.00 26,000.00 936,000.00 K Buruh terampil 1 6 L106 6.00 29,000.00 174,000.00 ERJA

PEKERJA 1,386,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Alat Bantu ( set @ 3 alat ) Set M170 1.44 57,750.00 83,160.00 A Konstruksi pasangan batu m3 K705 9.00 443,117.00 3,988,053.00 T Pengurugan kembali m3 K225 4.25 305,926.00 1,300,185.50 E RIAL

MATERIAL 5,371,398.50




PERALATAN





PENGUPASAN DAN PEMBERSIHAN SEMAK PADA DAMIJA




PROSES : ANGGAPAN : 1. Mengupas dan membuang semak dengan tenaga 1. Menggunakan tenaga manusia (1200 m2/hari) manusia pada DAMIJA (Daerah Milik Jalan) 2. Tidak ada pohon besar pada DAMIJA (hanya semak)

2. Lebar pengupasan & Pembersihan DAMIJA minus 3. DAMIJA 12 M lebar badan jalan 4. Pembersihan DAMIJA 100 m per hari

5. Bakar sampah dilokasi pekerjaan 6. Hasil kerja 25 M2 /orang-hari7. Umur alat bantu rata-rata 1 bulan/orang/ set @ 3 alat

P E K E R J A JML



P Mandor 1 1 L061 1.00 46,000.00 46,000.00 E Buruh tak terampil 48 1 L101 48.00 26,000.00 1,248,000.00 K E R JA

PEKERJA 1,294,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Alat Bantu ( set @ 3 alat ) Set M170 1.92 40,437.50 77,640.00 A ( 6 % x upah ) TERIAL

MATERIAL 77,640.00




P ERALATAN





PENGUPASAN DAN PEMBERSIHAN SEMAK PADA DAMIJA




PROSES : ANGGAPAN : 1. Buldozer mengupas dan membuang semak 1. Menggunakan alat berat (2400 m2/hari) pada DAMIJA (Daerah Milik Jalan) 2. Tidak ada pohon besar pada DAMIJA (hanya semak)

2. Lebar pengupasan & Pembersihan DAMIJA 3. DAMIJA 12 m. minus lebar badan jalan 4. Pembersihan DAMIJA 200 m per hari

5. Bakar sampah dilokasi pekerjaan

P E K E R J A JML



P Mandor 1 1 L061 1.00 46,000.00 46,000.00 E K Operator Terampil 1 1 L081 1.00 60,000.00 60,000.00 E R Pembantu Operator 1 1 L083 1.00 35,000.00 35,000.00 J A Buruh tak terampil 2 1 L101 2.00 26,000.00 52,000.00

PEKERJA 193,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Alat Bantu ( set @ 3 alat ) Set M170 0.08 144,750.00 11,580.00 A TERIAL

MATERIAL 11,580.00




P Bulldozer 1 1 E001 5.00 308,636.00 1,543,180.00 ERALATAN





PENGURUGAN TANAH BERBUTIR UNTUK JALAN ( Mendatangkan )




PROSES : ANGGAPAN :1. Penggalian dan pemuatan ke truck dengan 1. Menggunakan tenaga manusia (60 M3 / hari)

tenaga manusia 2. Dipakai material dari penggalian didaerah Jl. (lokasi lain yg dijinkan)2. Pengiriman ke lokasi pekerjaan dengan Truck. 3. Jarak angkut PP < 4 Km ( 1 trip/jam/truck)3. Membongkar dan meratakan dengan tenaga manusia 4. Lima truck dimuati per jam (3 M3/orang-hari)

manusia 5. Waktu muat 12 menit/10 orang/truck; waktu bongkar 5 menit/5 orang/truck4. Meratakan dan memadatkan lapis demi lapis, 6. Pemadatan menggunakan mesin gilas tandem

tebal tiap lapis 10 Cm 7. Kapasitas pemadatan 60 M3 per hari8. Tidak termasuk penyiapan tanah dasar jalan9. Umur alat bantu rata-rata 1 bulan/orang/ set @ 3 alat

P E K E R J A JML



P Mandor 1 1 L061 1.00 46,000.00 46,000.00 E Operator terampil 1 1 L081 1.00 60,000.00 60,000.00 K Pembantu Operator 1 1 L083 1.00 35,000.00 35,000.00 E Supir terampil 6 1 L091 6.00 45,000.00 270,000.00 R Pembantu supir 6 1 L099 6.00 35,000.00 210,000.00 J Buruh tak terampil 60 1 L101 60.00 26,000.00 1,560,000.00 A

PEKERJA 2,181,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Tanah Urug m3 M040 72.00 60,000.00 4,320,000.00 A Alat Bantu ( set 2 3 alat ) Set M170 2.40 54,525.00 130,860.00 TERIAL

MATERIAL 4,450,860.00




P Tandem Roller 6 - 8 Ton 1 1 E081 5.00 128,811.00 644,055.00 E Water Tank Truck 1 1 E.182 5.00 135,851.00 679,255.00 R Flat bed Truck 4,0 ton 5 1 E221 30.00 126,349.00 3,790,470.00 ALATAN





PENGURUGAN TANAH ( Tanah Bekas Galian )




PROSES : ANGGAPAN :1. Meratakan dengan tenaga manusia 1. Menggunakan tenaga manusia (60 M3 / hari)2. Meratakan dan memadatkan lapis demi lapis, 2. Dipakai tanah bekas galian yang telah dibersihkan.

tebal tiap lapis 10 Cm 3. Pemadatan menggunakan mesin gilas roda baja.4. Kapasitas pemadatan 60 M3 per hari5. Tidak termasuk penyiapan tanah dasar jalan6. Umur alat bantu rata-rata 1 bulan/orang/ set @ 3 alat

P E K E R J A JML



P Mandor 1 1 L061 1.00 46,000.00 46,000.00 E Buruh tak terampil 60 1 L101 60.00 26,000.00 1,560,000.00 K E R J A

PEKERJA 1,606,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Alat Bantu ( set 2 3 alat ) Set M170 2.40 40,150.00 96,360.00 A ( 6 % x upah )TERIAL

MATERIAL 96,360.00




P Plate Vibrator Tamper 1 1 E088 5.00 23,010.00 115,050.00 E Water Tank Truck 1 1 E182 5.00 135,851.00 679,255.00 RALATAN





PENGURUGAN TANAH BERBUTIR UNTUK JEMBATAN ( Mendatangkan )

(MENGGUNAKAN BURUH) K - 220 B



PROSES : ANGGAPAN :1. Penggalian dan pemuatan ke truck dengan 1. Menggunakan tenaga manusia (60 M3 / hari)

tenaga manusia 2. Dipakai material dari penggalian didaerah Jl. (Lokasi lain yg dijinkan)2. Pengiriman ke lokasi pekerjaan dengan Truck. 3. Jarak angkut PP < 4 Km ( 1 trip/jam/truck)3. Membongkar dan meratakan dengan tenaga 4. Lima truck dimuati per jam (3 M3/orang-hari)

manusia 5. Waktu muat 12 menit/10 orang/truck; waktu bongkar 5 menit/5 orang/truck4. Meratakan dan memadatkan lapis demi lapis, 6. Pemadatan menggunakan mesin gilas tandem

tebal tiap lapis 10 Cm 7. Kapasitas pemadatan 60 M3 per hari8. Tidak termasuk penyiapan tanah dasar jalan9. Umur alat bantu rata-rata 1 bulan/orang/ set @ 3 alat

P E K E R J A JML




PEKERJA 2,181,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Tanah Urug m3 M040 72.00 60,000.00 4,320,000.00 A Alat Bantu ( set 2 3 alat ) Set M170 2.40 54,525.00 130,860.00 TERIAL

MATERIAL 4,450,860.00




P Plate Vibrator Tamper 1 1 E088 5.00 23,010.00 115,050.00 E Water Tank Truck 1 1 E182 5.00 135,851.00 679,255.00 R Flat bed Truck 4,0 ton 5 1 E221 30.00 126,349.00 3,790,470.00 ALATAN





URUGAN PASIR BAWAH ALAS JALAN

(MENGGUNAKAN BURUH) K - 220 C



PROSES : ANGGAPAN :1. Dihampar pasir urug pada bidang rencana 1. Material pasir didatangkan pemasok ke lokasi proyek proyek secara merata tebal 5-10 cm 2. Menggunakan tenaga manusia

2. Bidang rencana proyek dibersihkan dari 3. Menggunakan peralatan bantu : cangkul & sekrop humus

P E K E R J A JML



P Mandor 1 1 L061 1.00 46,000.00 46,000.00 E Buruh tak terampil 19 1 L101 19.00 26,000.00 494,000.00 K E R J A

PEKERJA 540,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Pasir Urug m3 M040 60.00 75,000.00 4,500,000.00 A Alat Bantu ( set 2 3 alat ) Set M170 1.00 32,400.00 32,400.00 TERIAL

MATERIAL 4,532,400.00




PERALATAN





PENGURUGAN BAHU JALAN

(MENGGUNAKAN BURUH) K - 220 D



PROSES : ANGGAPAN : 1. Meratakan dengan tenaga manusia 1 Menggunakan tenaga manusia(60 M3 / hari) 2. Meratakan dan memadatkan lapis demi lapis tebal 2 Dipakai tanah bekas galian

tiap lapis 10 Cm 3 Pemadatan Menggunakan mesin gilas roda baja4 Kapasitas pemadatan 60 M3 per hari5 Tidak termasuk penyiapan tanah dasar jalan6 Umur alat bantu rata-rata 1 bulan/orang/ set @ 3 alat

P E K E R J A JML



P Mandor 1 1 L061 1.00 46,000.00 46,000.00 E Buruh tak terampil 60 1 L101 60.00 26,000.00 1,560,000.00 K E R J A

PEKERJA 1,606,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Alat Bantu ( set 2 3 alat ) Set M170 2.40 40,150.00 96,360.00 ATERIAL

MATERIAL 96,360.00




P Tandem Roller 6 - 8 Ton 1 1 E081 5.00 128,811.00 644,055.00 E Water Tank Truck 1 1 E182 5.00 135,851.00 679,255.00 RALATAN





URUGAN SIRTU DIATAS PERKERASAN

(MENGGUNAKAN BURUH) K-220 E



PROSES : ANGGAPAN :1 Celah-celah batu diisi tanah sirtu diatas lapis perkerasan 1 Material Sirtu didatangkan pemasok ke lokasi proyek2 Dihampar secara merata tebal padat 2 cm 2 Menggunakan tenaga manusia3 Dipadatkan dengan mesin gilas 3 Menggunakan peralatan bantu : cangkul & sekrop

P E K E R J A JML HARI KODE TOTAL VOL UPAH BIAYA SUB TOTALOrg (Org-hari) (Rp./org/hari) ( Rp. ) ( Rp. )

P Mandor 1 1 L.061 1.00 46,000.00 46,000.00 E Buruh tak terampil 40 1 L.101 40.00 26,000.00 1,040,000.00 K Operator terampil 1 1 L.081 1.00 60,000.00 60,000.00 E Pembantu operator 1 1 L.083 1.00 35,000.00 35,000.00 R Supir terampil 11 1 L.091 11.00 45,000.00 495,000.00 J Pembantu supir 11 1 L.093 11.00 35,000.00 385,000.00 A

PEKERJA 2,061,000.00 M A T E R I A L SAT KODE TOTAL VOL HARGA BIAYA SUB TOTAL

(Rp./Unit) ( Rp. ) ( Rp. )

M S i r t u m3 M.042 50.00 86,000.00 4,300,000.00 A Alat Bantu ( set 2 3 alat ) Set M170 2.40 51,525.00 123,660.00 TERIAL

MATERIAL 4,423,660.00

P E R A L A T A N JML HARI KODE JAM HARGA BIAYA SUB TOTALKERJA KERJA (Rp./JAM) ( Rp. ) ( Rp. )

P Flat bed Truck 4,0 ton 10 1 E221 50.00 126,349.00 6,317,450.00 E Water Tank Truck 1 1 E182 5.00 135,851.00 679,255.00 R Three Wheel Roller 6 - 8 Ton 1 1 E180 5.00 94,748.00 473,740.00 ALATAN


VOLUME 50 SATUAN M3 A HARGA SATUAN 279,102.10 PER M3

B PEMBULATAN 279,102.00 PER M3


PENGURUGAN TANAH




PROSES : ANGGAPAN : 1. Penggalian dengan Buldozer 1. Menggunakan alat berat (120 m3/hari) 2. Pemuatan ke dump truck dengan Loader 2. Dipakai material dari penggalian di daerah jalan atau tempat lain 3. Pengangkutan dengan Dump Truck yang diperbolehkan. 4. Meratakan dengan Grader 3. Jarak angkut pulang pergi < 4 Km. (2 rit PP/jam/truck) 5. Meratakan dan memadatkan lapis demi lapis, 4. Dipadatkan dengan mesin gilas bergetar

tebal tiap lapis 15 cm. 5. Kapasitas pemadatan 120 m3 per hari6. Tidak termasuk penyiapan tanah dasar jalan

P E K E R J A JML



P Mandor 1 1 L061 1.00 46,000.00 46,000.00 E Operator terampil 4 1 L081 4.00 60,000.00 240,000.00 K Pembantu Operator 4 1 L083 4.00 35,000.00 140,000.00 E Sopir terampil 6 1 L091 6.00 45,000.00 270,000.00 R Pembantu Sopir 6 1 L099 6.00 35,000.00 210,000.00 J Buruh Tak Terampil 10 1 L101 10.00 26,000.00 260,000.00 A

PEKERJA 1,166,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Alat Bantu ( set @ 3 alat ) Set M170 0.40 174,900.00 69,960.00 ATERIAL

MATERIAL 69,960.00




P Bulldozer 110 HP 1 1 E001 5.00 308,636.00 1,543,180.00 E Motor Grader 100 HP 1 1 E010 5.00 344,000.00 1,720,000.00 R Wheel Loader 115 HP 1 1 E052 5.00 376,795.00 1,883,975.00 A Three Wheel Roller 6 - 8 Ton 1 1 E080 5.00 94,748.00 473,740.00 L Water Tank Truck 1 1 E182 5.00 135,851.00 679,255.00 A Dump Truck, 5 ton 5 1 E212 25.00 188,731.00 4,718,275.00 TAN





GALIAN TANAH BIASA




PROSES : ANGGAPAN : 1. Digali dengan tenaga manusia 1. Menggunakan tenaga manusia ( 40 M3 / hari ) 2. Membuang tanah galian sejauh 30 M dari 2. Kapasitas kerja per orang 1,3 M3/hari

lubang galian 3. Umur alat bantu rata-rata 1 bulan/orang/ set @ 3 alat

P E K E R J A JML



P Mandor 1 1 L061 1.00 46,000.00 46,000.00 E Buruh tak terampil 30 1 L101 30.00 26,000.00 780,000.00 KE RJ A

PEKERJA 826,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )


MATERIAL 49,560.00




P E R ALATAN

PERALATAN 0.00 TOTAL (Rp.) 875,560.00




GALIAN TANAH KERAS




PROSES : ANGGAPAN : 1. Digali dengan tenaga manusia 1. Menggunakan tenaga manusia ( 32 M3 / hari ) 2. Membuang tanah galian sejauh 30 M dari 2. Kapasitas kerja per orang 0,9 M3/hari

lubang galian 3. Umur alat bantu rata-rata 1 bulan/orang/ set @ 3 alat

P E K E R J A JML



P Mandor 1 1 L061 1.00 46,000.00 46,000.00 E Buruh tak terampil 30 1 L101 30.00 26,000.00 780,000.00 KE RJ A

PEKERJA 826,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )


MATERIAL 49,560.00




P E R ALATAN





GALIAN TANAH BIASA

( MENGGUNAKAN ALAT ) K - 224 B



PROSES : ANGGAPAN : 1. Digali dengan Excavator 1 Menggunakan alat berat ( 240 m3/Hari ) 2. Permukaan tanah dibentuk dan diratakan 2 20 % dibuang kelokasi tanpa diangkut dengan Truck dengan Buldoser 3 80 % dibuang dan diangkut diangkut dengan Truck3 Dimuat ke truck dengan loader 4 Jarak 1 rit PP < dari 2 Km4 Membuang tanah menggunakan Dump Truck 5 2,50 rit PP /jam/truck.

P E K E R J A JML



P Mandor 1 1 L061 1.00 46,000.00 46,000.00 E Operator terampil 3 1 L081 3.00 60,000.00 180,000.00 K Pembantu Operator 3 1 L083 3.00 35,000.00 105,000.00 E Supir terampil 4 1 L091 4.00 45,000.00 180,000.00 R Pembantu supir 4 1 L099 4.00 35,000.00 140,000.00 J Buruh tak terampil 6 1 L101 6.00 26,000.00 156,000.00 A

PEKERJA 807,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )


MATERIAL 48,420.00




P Bulldozer 1 1 E001 5.00 308,636.00 1,543,180.00 E Excavator 1 1 E020 5.00 299,636.00 1,498,180.00 R Wheel Loader 1 1 E052 5.00 376,795.00 1,883,975.00 A Dump Truck, 5 ton 4 1 E212 24.00 188,731.00 4,529,544.00 LATAN





GALIAN TANAH KERAS

( MENGGUNAKAN ALAT ) K - 224 C



PROSES : ANGGAPAN : 1. Digali dengan Excavator 1 Menggunakan alat berat ( 200 m3/Hari ) 2. Permukaan tanah dibentuk dan diratakan 2 20 % dibuang kelokasi tanpa diangkut dengan Truck dengan Buldoser 3 80 % dibuang dan diangkut diangkut dengan Truck3 Dimuat ke truck dengan loader 4 Jarak 1 rit PP < dari 2 Km4 Membuang tanah menggunakan Dump Truck 5 2,50 rit PP /jam/truck.

P E K E R J A JML




PEKERJA 807,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )


MATERIAL 47,820.00




P Bulldozer 1 1 E001 5.00 308,636.00 1,543,180.00 E Excavator 1 1 E020 5.00 299,636.00 1,498,180.00 R Wheel Loader 1 1 E052 5.00 376,795.00 1,883,975.00 A Dump Truck, 5 ton 4 1 E212 24.00 188,731.00 4,529,544.00 LATAN



D PEMBULATAN 51,548.00 PER M3


GALIAN TANAH PADAS BERBATU DAN PEMBUANGAN ( Galian Tanah Keras )

( MENGGUNAKAN ALAT ) K - 224 D



PROSES : ANGGAPAN : 1. Digali dengan Breaker 1 Menggunakan alat berat ( 150 m3/Hari ) 2. Permukaan tanah dibentuk dan diratakan 2 20 % dibuang kelokasi tanpa diangkut dengan Truck dengan Buldoser 3 80 % dibuang dan diangkut diangkut dengan Truck3 Dimuat ke truck dengan loader 4 Jarak 1 rit PP < dari 2 Km4 Membuang tanah menggunakan Dump Truck 5 2,50 rit PP /jam/truck.

P E K E R J A JML




PEKERJA 807,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )


MATERIAL 48,420.00




P Bulldozer 1 1 E001 5.00 308,636.00 1,543,180.00 E Excavator 1 1 E020 5.00 299,636.00 1,498,180.00 R Wheel Loader 1 1 E052 5.00 376,795.00 1,883,975.00 A Dump Truck, 5 ton 4 1 E212 24.00 188,731.00 4,529,544.00 L Breaker 1 1 - 5.00 375,000.00 1,875,000.00 ATAN




A N A L I S A H A R G A S A T U A N K O D E PENGURUGAN KEMBALI DAN DIPADATKAN K - 225 UNTUK JEMBATAN DAN GORONG-GORONG)

(MENGGUNAKAN BURUH)



PROSES : ANGGAPAN : 1. Membersihkan struktur dari bahan-bahan 1. Bahan urugan dikirim ke lokasi pekerjaan oleh pemasok

organik 2. Digunakan kerikil galian / sungai tidak disaring yang termurah 2. Buruh menguruk bagian belakang Struktur 3. Urugan dipadatkan berlapis tebal 10 Cm 3. Memadatkan dengan tamper dan mesin gilas bergetar

P E K E R J A JML



P Mandor 1 1 L061 1.00 46,000.00 46,000.00 E Buruh tak terampil 10 1 L101 10.00 26,000.00 260,000.00 K Buruh terampil 3 1 L106 3.00 29,000.00 87,000.00 E RJA

PEKERJA 393,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Kerikil sungai tidak disaring m3 K013 20.00 185,426.00 3,708,520.00 A Alat Bantu ( set @ 3 alat ) Set M170 0.40 58,950.00 23,580.00 T ERIAL

MATERIAL 3,732,100.00




P Vibrator Roller 1 Ton 1 1 E087 5 46,738.00 233,690.00 E Plate Vibrator Tamper 2 1 E088 10 23,010.00 230,100.00 RALATAN





PENIMBUNAN BADAN JALAN




PROSES : ANGGAPAN : 1. Material dihampar maksimum tebal setiap 1. Menggunakan alat berat (120 m3/hari)

lapis 20 Cm 2. Material pilihan yang termurah untuk timbunan dikirim ke lokasi 2. Setiap lapis dipadatkan minimum 4 kali lintasan pekerjaan sejauh 10 Km. oleh pemasok.

dengan mesin gilas roda karet 3. Harga material timbunan tergantung harga dilokasi pekerjaan.

P E K E R J A JML



P Mandor 1 1 L061 1.00 46,000.00 46,000.00 E Operator terampil 2 1 L081 2.00 60,000.00 120,000.00 K Pembantu Operator 2 1 L083 2.00 35,000.00 70,000.00 E Supir terampil 1 1 L091 1.00 45,000.00 45,000.00 R Pembantu Supir 1 1 L099 1.00 35,000.00 35,000.00 J Buruh Tak Terampil 4 1 L101 4.00 26,000.00 104,000.00 A

PEKERJA 420,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Alat Bantu ( set @ 3 alat ) Set M170 0.16 157,500.00 25,200.00 A Timbunan pilihan m3 M050 144.00 65,000.00 9,360,000.00 TERIAL

MATERIAL 9,385,200.00




P Motor Grader 100 HP 1 1 E010 5.00 344,000.00 1,720,000.00 E Pneumatic Roller 8 - 15 Ton 1 1 E084 5.00 202,736.00 1,013,680.00 R Water Tank Truck 1 1 E182 5.00 135,851.00 679,255.00 ALATAN





GALIAN TANAH DAN PEMBUANGAN




PROSES : ANGGAPAN : 1. Menggunakan tenaga manusia 1. Menggunakan tenaga manusia ( 32 M3/hari ) 2. Permukaan tanah dibentuk dan diratakan dengan 2. 20 % dibuang dilokasi tanpa diangkut dengan truck

tenaga manusia 3. 80 % dibuang dan diangkut dengan truck 3. Dimuat ke truck dengan tenaga manusia 4. Jarak 1 rit pp < 2 Km 5. 1.6 rit PP/jam/truck

6. Umur alat bantu rata-rata 1 bulan/orang/ set @ 3 alat

P E K E R J A JML



P Mandor 1 1 L061 1.00 46,000.00 46,000.00 E Sopir terampil 2 1 L091 2.00 45,000.00 90,000.00 K Pembantu sopir 2 1 L099 2.00 35,000.00 70,000.00 E Buruh tak terampil 36 1 L101 36.00 26,000.00 936,000.00 RJA

PEKERJA 1,142,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )


MATERIAL 68,520.00




P Flat bed Truck 4,0 ton 2 1 E221 10.00 126,349.00 1,263,490.00 ER ALATAN





GALIAN TANAH DAN PEMBUANGAN

( MENGGUNAKAN ALAT ) K - 321



PROSES : ANGGAPAN : 1. Digali dengan Buldozer 1. Menggunakan tenaga manusia ( 5 x 360 m /hari ) 2. Permukaan tanah dibentuk dan diratakan 2. Tanah dasar / LPB telah dibentuk sesuai provilnya 3. Dimuat ke truck dengan Loader 3. Tanah digemburkan setebal 15 Cm dengan tenaga manusia 4. Membuang tanah menggunakan Dump Truck 4. Pengiriman bahan kapur sampai ke lokasi pekerjaan oleh pemasok

5. Kapur dicampur dengan tanah setebal 15 Cm dengan tenaga manusia @ 5% dari volume

P E K E R J A JML




PEKERJA 807,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )


MATERIAL 48,420.00




P Bulldozer 110 HP 1 1 E001 5.00 308,636.00 1,543,180.00 E Motor Grader 100 HP 1 1 E010 5.00 344,000.00 1,720,000.00 R Wheel Loader 115 HP 1 1 E052 5.00 376,795.00 1,883,975.00 A Dump Truck, 5 ton 4 1 E212 20.00 188,731.00 3,774,620.00 LATAN





STABILISASI TANAH DASAR / LPB DENGAN SEMEN




PROSES : ANGGAPAN : 1. Tanah dasar/LPB digemburkan setebal 15 Cm 1. Menggunakan tenaga manusia ( 5 x 360 m /hari ) 2. Tanah diaduk dan dilembutkan sampai tebal 2. Tanah dasar / LPB telah dibentuk sesuai provilnya

yang dikehendaki 3. Tanah digemburkan setebal 15 Cm dengan tenaga manusia 3. Semen disebar dan dicampur kedalam tanah 4. Pengiriman bahan Semen sampai ke lokasi pekerjaan oleh pemasok

gembur ( 6 % ) 5. Semen dicampur dengan tanah setebal 15 Cm dengan tenaga manusia 4. Diberi air sampai kelembaban Optimum dan @ 6% dari volume

dipadatkan

P E K E R J A JML



P Mandor 3 1 L061 3.00 46,000.00 138,000.00 E Operator terampil 1 1 L081 1.00 60,000.00 60,000.00 K Pembantu Operator 1 1 L083 1.00 35,000.00 35,000.00 E Supir terampil 1 1 L091 1.00 45,000.00 45,000.00 R Pembantu supir 1 1 L099 1.00 35,000.00 35,000.00 J Buruh tak terampil 90 1 L101 90.00 26,000.00 2,340,000.00 A Buruh terampil 6 1 L106 6.00 29,000.00 174,000.00

PEKERJA 2,827,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M S e m e n Kg M080 25,920.00 1,380.00 35,769,600.00 A Alat Bantu ( set @ 3 alat ) Set M170 3.60 47,116.67 169,620.00 TERIAL

MATERIAL 35,939,220.00




P Three Wheel Roller 6 - 8 Ton 1 1 E080 5.00 94,748.00 473,740.00 E Water Tank Truck 1 1 E182 5.00 135,851.00 679,255.00 RALATAN





PENYIAPAN TANAH DASAR




PROSES : ANGGAPAN : 1. Pembentukan tanah dasar dengan tenaga manusia 1. Menggunakan tenaga orang ( 8 x 400 M / hari ) 2. Dipadatkan dengan mesin gilas roda baja sampai 2. DAMIJA dibersihkan dari semak dll. 100 % MDD (AASHTO T99) 3. Hasil kerja menyiapkan dasar jalan 400 M / hari 4. Kapasitas kerja 40 M2/orang-hari 5. Umur alat bantu rata-rata 1 bulan/orang/ set @ 3 alat

P E K E R J A JML



P Mandor 1 1 L061 1.00 46,000.00 46,000.00 E Buruh tak terampil 80 1 L101 80.00 26,000.00 2,080,000.00 KER JA

PEKERJA 2,126,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Alat Bantu ( set @ 3 alat ) Set M170 3.20 39,862.50 127,560.00 A ( 6 % x upah )TERIAL

MATERIAL 127,560.00




PE R ALATAN


VOLUME 3200 SATUAN M2 HARGA SATUAN 704.24 PER M2

PEMBULATAN 704.00 PER M2






PROSES : ANGGAPAN : 1. Pembentukan tanah dasar dengan tenaga manusia 1. Menggunakan tenaga orang ( 8 x 400 M / hari ) 2. Dipadatkan dengan mesin gilas roda baja sampai 2. DAMIJA dibersihkan dari semak dll. 100 % MDD (AASHTO T99) 3. Hasil kerja menyiapkan dasar jalan 400 M / hari 4. Kapasitas kerja 40 M2/orang-hari 5. Umur alat bantu rata-rata 1 bulan/orang/ set @ 3 alat

P E K E R J A JML



P Mandor 1 1 L061 1.00 46,000.00 46,000.00 E Operator terampil 1 1 L081 1.00 60,000.00 60,000.00 K Pembantu Operator 1 1 L083 1.00 35,000.00 35,000.00 E Buruh tak terampil 80 1 L101 80.00 26,000.00 2,080,000.00 R JA

PEKERJA 2,221,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )


MATERIAL 133,260.00




P Three Wheel Roller 6 - 8 Ton 1 1 E080 5.00 94,748.00 473,740.00 E R ALATAN









PROSES : ANGGAPAN : 1. Pembentukan tanah dasar dengan Motor Grader 1. Menggunakan alat berat (8 m x 500 m/hari) 2. Dipadatkan dengan mesin gilas roda baja sampai 2. DAMIJA dibersihkan dari semak dll. 100 % MDD (AASHTO T99) 3. Lebar dasar jalan 8 M 4. Hasil kerja menyiapkan dasar jalan 500 M / hari

P E K E R J A JML



P Mandor 1 1 L061 1.00 46,000.00 46,000.00 E Operator terampil 2 1 L081 2.00 60,000.00 120,000.00 K Pembantu Operator 2 1 L083 2.00 35,000.00 70,000.00 E Buruh tak terampil 4 1 L101 4.00 26,000.00 104,000.00 R JA

PEKERJA 340,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )


MATERIAL 20,400.00




P Motor Grader 1 1 E010 6.00 344,000.00 2,064,000.00 E Three Wheel Roller 6 - 8 Ton 1 1 E080 6.00 94,748.00 568,488.00 R ALATAN





MEMBENTUK BAHU JALAN




PROSES : ANGGAPAN : 1. Material timbunan ditebar dengan tenaga manusia 1. Menggunakan tenaga manusia (60 m3/hari) 2. Memadatkan bahu jalan dengan mesin gilas roda baja 2. Material timbunan pilihan dipadatkan setebal 10 cm. per lapis

untuk selebar 1,5 m.3. Supplier menimbun material urugan pada sepanjang bahu jalan.4. Material disebar dengan tenaga manusia.5. Pemadatan dengan mesin gilas roda baja.

P E K E R J A JML



P Mandor 1 2 L061 2.00 46,000.00 92,000.00 E Buruh terlatih 1 2 L081 2.00 60,000.00 120,000.00 K Buruh tak terlatih 30 2 L101 60.00 26,000.00 1,560,000.00 ERJA

PEKERJA 1,772,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Pasir urug m3 M040 150.00 75,000.00 11,250,000.00 A Alat bantu Set M170 6.00 17,720.00 106,320.00 TERIA L

MATERIAL 11,356,320.00




P Dump Truck, 5 ton 1 2 E212 10.00 188,731.00 1,887,310.00 ERALATAN





PEMBENTUKAN BAHU JALAN KERAS

( MENGGUNAKAN ALAT ) K - 411



PROSES : ANGGAPAN : 1. Material LPB yang baik dan sesuai ditimbun 1. Menggunakan alat berat (200 m3/hari, pemadatan 2000 m bahu jalan/hari)

sepanjang bahu jalan oleh pemasok 2. 10 Cm timbunan padat dibutuhkan untuk 1 m lebar bahu jalan 2. Tenaga terampil mengatur penimbunan 3. Material LPB yang termurah dikirim ke lokasi pekerjaan pemasok 3. Material disebar dengan Grader 4. Pemasok menimbun material LPB disepanjang bahu jalan 4. Pemadatan dengan mesin gilas bergetar yang kecil 5. Material disebar dengan Grader

6. 200 m3 dihampar dan dipadatkan perhari7. Koefisien pemadatan = 1,2

P E K E R J A JML



P Mandor 1 1 L061 1.00 60,000.00 60,000.00 E Operator terampil 3 1 L081 3.00 35,000.00 105,000.00 K Pembantu operator 3 1 L083 3.00 45,000.00 135,000.00 E Buruh tak terampil 4 1 L101 4.00 26,000.00 104,000.00 R Buruh terampil 2 1 L106 2.00 29,000.00 58,000.00 JA

PEKERJA 462,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Kerikil sungai tidak disaring m3 M012 240.00 100,000.00 24,000,000.00 AT Alat bantu (set @ 3 alat ) Set M170 0.16 173,250.00 27,720.00 E RIAL

MATERIAL 24,027,720.00




P Motor Grader 100 HP 1 1 E010 5.00 344,000.00 1,720,000.00 E Vibrator Roller 1 Ton 2 1 E087 10.00 46,738.00 467,380.00 R A LATAN





MEMOTONG BAHU JALAN TINGGI




PROSES : ANGGAPAN : 1. Perbaiki bahu jalan yang tingginya melebihi 1. Menggunakan tenaga manusia ( 48 M3/hari ) permukaan badan jalan, antara parit dan 2. Rata-rata bahu jalan yang tingginya 10 Cm dari permukaan jalan

perkerasan jalan dipotong dengan tenaga manusia 2. Muat dan bongkar ke/dari truck dengan 3. Semua sisa galian dibuang sejauh 1 Km, kapasitas 1,6 rit PP/jam/truck

tenaga manusia 4. memuat dan membuang ke/dari truck dengan tenaga manusia 3. Buang semua sisa galian 5. Hasil kerja rata-rata 1,2 M3 / orang-hari


P E K E R J A JML



P Mandor 1 1 L061 1.00 60,000.00 60,000.00 E Supir terampil 4 1 L091 4.00 45,000.00 180,000.00 K Pembantu supir 4 1 L099 4.00 35,000.00 140,000.00 E Buruh tak terampil 40 1 L101 40.00 26,000.00 1,040,000.00 RJA

PEKERJA 1,420,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )


MATERIAL 85,200.00




P Flat bed Truck 4,0 ton 4 1 E221 20.00 126,349.00 2,526,980.00 E RA LATAN





MEMOTONG BAHU JALAN TINGGI




PROSES : ANGGAPAN : 1. Perbaiki bahu jalan yang tingginya melebihi 1. Menggunakan tenaga manusia ( 50 M3/hari ) permukaan badan jalan, antara parit dan 2. Rata-rata bahu jalan yang tingginya 10 Cm dari permukaan jalan

perkerasan jalan dipotong dengan tenaga manusia 2. Buang semua sisa galian 3. Hasil kerja rata-rata 1,25 M3 / orang-hari


P E K E R J A JML



P Mandor 1 1 L061 1.00 60,000.00 60,000.00 E Buruh tak terampil 40 1 L101 40.00 26,000.00 1,040,000.00 KERJA

PEKERJA 1,100,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )


MATERIAL 66,000.00




PE RA LATAN





PEMBERSIHAN SEMAK DLL PADA BAHU JALAN




PROSES : ANGGAPAN : 1. Potong semak belukar yang tumbuh pada bahu jalan 1. Menggunakan tenaga manusia (2 x 1 m x 500 m /hari ) 2. Bersihkan rumput/semak dari bahu jalan dan aspalan 2. dengan lebar 1, m dari tepi jalan, rata-rata luas yang dibersihkan

1.000 M2/Km satu sisi3. Hasil kerja : 40 M2/orang/hari4. Sampah/reruntuhan dibuang sejauh 1 KM5. Umur alat bantu rata-rata 1 bulan/orang/ set @ 3 alat

P E K E R J A JML



P Mandor 1 1 L061 1.00 46,000.00 46,000.00 E Buruh tak terampil 25 1 L101 25.00 26,000.00 650,000.00 K ER JA

PEKERJA 696,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )


MATERIAL 41,760.00




PERALATAN





PEMBERSIHAN PARIT




PROSES : ANGGAPAN : 1. Membersikan & membentuk ulang parit Type V 1. Menggunakan alat berat (200 m/hari) dan menimbun tumpukan puing disepanjang jalan 2. Grader menyingkirkan puing dari parit

dengan Grader. 3. Pekerjaan berikutnya meratakan bahu jalan 2. Membuang puing dengan Dump Truck, dimuat 4. Pembuangan puing sejauh 1 Km (10 m3/100 m)

dengan Wheel Loader 5. Kapasitas 2,5 rit PP/jam/truck

P E K E R J A JML



P Mandor 1 1 L061 1.00 46,000.00 46,000.00 E Operator terampil 2 1 L081 2.00 60,000.00 120,000.00 K Pembantu Operator 2 1 L083 2.00 35,000.00 70,000.00 E Sopir Terampil 4 1 L091 4.00 45,000.00 180,000.00 R Pembantu Sopir 4 1 L099 4.00 35,000.00 140,000.00 J Buruh Tak Terampil 6 1 L101 6.00 26,000.00 156,000.00 A

PEKERJA 712,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Alat Bantu ( set 2 3 alat ) Set M170 0.24 178,000.00 42,720.00 ATERIAL

MATERIAL 42,720.00




P Motor Grader 100 HP 1 1 E010 5.00 344,000.00 1,720,000.00 E Wheel Loader 115 HP 1 1 E052 6.00 376,795.00 2,260,770.00 R Dump Truck, 5 ton 145 HP 4 1 E212 24.00 188,731.00 4,529,544.00 ALATAN





PEMBERSIHAN PARIT




PROSES : ANGGAPAN : 1. Membersihkan dan membentuk ulang parit dan 1. Menggunakan tenaga manusia ( 500 m/hari ) menimbun tumpukan puing disepanjang jalan 2. Membersihkan sampah, kotoran yang menyumbat tumbuh-2an dari

dengan tenaga manusia parit dan gorong-gorng 2. Membuang puing dengan truck bak terbuka, 3. Pembuangan puing sejauh 1 Km ( 10 M3/100 M)

dimuat/dibongkar dengan tenaga manusia 4. Kapasitas 1,6 rit PP/jam/truck5. Umur alat bantu rata-rata 1 bulan/orang/ set @ 3 alat

P E K E R J A JML



P Mandor 1 1 L061 1.00 46,000.00 46,000.00 E Supir terampil 2 1 L091 2.00 45,000.00 90,000.00 K Pembantu supir 2 1 L099 2.00 35,000.00 70,000.00 E Buruh tak terampil 36 1 L101 36.00 26,000.00 936,000.00 R JA

PEKERJA 1,142,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )


MATERIAL 68,520.00




P Flat bed Truck 4,0 ton 2 1 E221 10.00 126,349.00 1,263,490.00 ERALATAN





LAPIS PONDASI BAWAH KLAS A AGREGAT PECAH TERSARING




PROSES : ANGGAPAN :1. Agregat pecah tersaring ditimbun di sepanjang 1. Menggunakan alat berat ( 150 M3/hari ) jalan oleh pemasok 2. Material ditimbun disepanjang jalan oleh pemasok

2. Grader membentuk ulang permukaan jalan lama 3. Dikirim batu Quarry/kerikil sungai pecah tersaring yang termurah3. Grader menghampar Agregat 4. Dihampar dan dipadatkan sampai tebal padat 15 Cm4. Jalan disiram air dengan truck tangki air 5. Dihampar dan dipadatkan 1000 M2/hari 5. Pemadatan dengan mesin gilas 6-8 ton 6. Koefisien pemadatan = 1.2

sampai 100 % MDD

P E K E R J A JML




PEKERJA 472,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Batu Quarry pecah tersaring m3 K018 129.00 305,514.00 39,411,306.00 A Pasir Urug m3 M040 51.00 75,000.00 3,825,000.00 T Alat Bantu ( set @ 3 alat ) Set M170 0.24 118,000.00 28,320.00 ERIAL

MATERIAL 43,264,626.00




P Motor Grader 100 HP 1 1 E010 5.00 344,000.00 1,720,000.00 E Three Wheel Roller 6 - 8 Ton 1 1 E080 5.00 94,748.00 473,740.00 R Water Tank Truck 1 1 E182 5.00 135,851.00 679,255.00 ALATAN





LAPIS PONDASI BAWAH KLAS A AGREGAT PECAH TERSARING

(MENGGUNAKAN BURUH) K-511



PROSES : ANGGAPAN :1. Agregat pecah tersaring ditimbun di sepanjang 1. Menggunakan Tenaga manusia ( 60 M3/hari ) jalan oleh pemasok 2. Material ditimbun di sepanjang jalan oleh pemasok

2. Membentuk ulang permukaan lama jalan dan 3. Dikirim batu Quarry/kerikil sungai pecah tersaring yang termurah menghampar agregat dengan tenaga manusia 4. Dihampar dgn tenaga manusia dlm 2 lapis dan dipadatkan sampai tebal

3. Jalan disiram air dengan truck air padat 10 Cm4. Pemadatan dalam dua lapis dengan mesin gilas 5. Dihampar dan dipadatkan 600 M2/hari . Koefisien = 1.2 roda baja sampai 100 % MDD 6. Umur alat bantu rata-rata 1 bulan/orang/ set @ 3 alat

5. Perapihan jalan dengan tenaga manusia

P E K E R J A JML




PEKERJA 1,827,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Batu Quarry pecah tersaring m3 K018 51.50 305,514.00 15,733,971.00 A Pasir Urug m3 M040 20.50 75,000.00 1,537,500.00 T Alat Bantu ( set @ 3 alat ) Set M170 0.24 456,750.00 109,620.00 E ( 6 % x upah )RIAL

MATERIAL 17,381,091.00









LAPIS PONDASI BAWAH KLAS B KERIKIL TERSARING




PROSES : ANGGAPAN :1. Agregat tersaring ditimbun disepanjang jalan 1. Menggunakan alat berat ( 150 M3/hari ) oleh pemasok 2. Material ditimbun disepanjang jalan oleh pemasok

2. Grader membentuk ulang permukaan lama jalan 3. Dikirim kerikil galian/Sungai tersaring /bergradasi yang termurah3. Grader menghampar Agregat 4. Dihampar dan dipadatkan sampai tebal padat 15 Cm4. Jalan disiram air dengan truck air 5. Dihampar dan dipadatkan 1000 M2/hari 5. Pemadatan dengan mesin gilas 6-8 ton 6. Koefisien pemadatan = 1.2

sampai 100 % MDD 7. Gradasi bahan lapis pondasi bawah Klas B semua harus melalui saringan - 75 mm sesuai Rev.Spek.Umum B.M. Maret 1989- Buku 3

P E K E R J A JML




PEKERJA 472,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Kerikil sungai tersaring m3 K017 180.00 305,514.00 54,992,520.00 A Alat Bantu ( set @ 3 alat ) Set M170 0.24 118,000.00 28,320.00 TERIAL

MATERIAL 55,020,840.00









LAPIS PONDASI BAWAH KLAS B KERIKIL TERSARING




PROSES : ANGGAPAN :1. Agregat tersaring/bergradasi ditimbun di 1. Menggunakan Tenaga manusia ( 60 M3/hari ) sepanjang jalan oleh pemasok 2. Material ditimbun di sepanjang jalan oleh pemasok

2. Bembentuk ulang permukaan lama jalan dan 3 Dikirim kerikil galian/Sungai tersaring /bergradasi yang termurah hampar agregat dengan tenaga manusia 4. Dihampar dgn tenaga manusia dlm 2 lapis dan dipadatkan sampai tebal

3. Jalan disiram air dengan truck air padat 10 Cm4. Pemadatan dalam 2 lapis dengan msin gilas 5 Dihampar dan dipadatkan 600 M2/hari . Koefisien = 1.2 roda baja sampai 100% MDD 6. Umur alat bantu rata-rata 1 bulan/orang/ set @ 3 alat

5. Perapihan jalan dgn tenaga manusia 7. Gradasi bahan lapis pondasi bawah Klas A semua harus melalui saringan - 62,5 mm sesuai Rev.Spek.Umum B.M. Maret 1989 - Buku 3

P E K E R J A JML




PEKERJA 1,827,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Batu pecah 3 -5 m3 M023 25.92 170,000.00 4,406,400.00 A Batu pecah 2 -3 m3 M024 17.28 195,000.00 3,369,600.00 T Pasir urug m3 M040 28.80 75,000.00 2,160,000.00 E Alat Bantu ( set @ 3 alat ) Set M170 0.24 456,750.00 109,620.00 RIAL

MATERIAL 10,045,620.00









LAPIS PONDASI BAWAH KLAS C SIRTU




PROSES : ANGGAPAN :1. Sirtu ditimbun di sepanjang jalan oleh pemasok 1. Menggunakan alat berat ( 150 M3/hari )2. Grader membentuk ulang permukaan lama jalan 2. Material ditimbun di sepanjang jalan oleh pemasok3. Grader menghampar Agregat 3. Dikirim kerikil galian/Sungai tidak disaring yang termurah4. Jalan disiram air dengan truck air 4. Dihampar dan dipadatkan sampai tebal padat 15 Cm5. Pemadatan dengan mesin gilas 6-8 ton 5. Dihampar dan dipadatkan 1000 M2/hari

sampai 100 % MDD 6. Koefisien pemadatan = 1.2 7. Gradasi bahan lapis pondasi bawah Klas B semua harus melalui saringan -

75 mm sesuai Rev.Spek.Umum B.M. Maret 1989- Buku 3

P E K E R J A JML




PEKERJA 472,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Kerikil sungai tidak disaring m3 K013 191.00 185,426.00 35,416,366.00 A Alat Bantu ( set @ 3 alat ) Set M170 0.24 118,000.00 28,320.00 TERIAL

MATERIAL 35,444,686.00









LAPIS PONDASI BAWAH KLAS C SIRTU




PROSES : ANGGAPAN :1. Sirtu ditimbun di sepanjang jalan oleh pemasok 1. Menggunakan tenaga manusia ( 60 M3/hari )2. Membentuk ulang permukaan lama jalan dan 2. Material ditimbun di sepanjang jalan oleh pemasok

menghampar sirtu dgn tenaga manusia 3. Dikirim kerikil galian/Sungai tidak disaring yang termurah3. Jalan disiram air dengan truck air 4. Dihampar dgn tenaga manusia dlm 2 lapis dan dipadatkan sampai tebal 4. Dipadatkan dalam 2 lapis dengan mesin gilas padat 10 Cm

roda baja sampai 100% MDD 5. Dihampar dan dipadatkan 600M2/hari5. Perapihan jalan dengan tenaga manusia 6. Koefisien pemadatan = 1.2


P E K E R J A JML




PEKERJA 1,827,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M S i r t u m3 M042 72.00 86,000.00 6,192,000.00 A Alat Bantu ( set @ 3 alat ) Set M170 2.40 45,675.00 109,620.00 T ( 6 % x upah )ERIAL

MATERIAL 6,301,620.00









KONSTRUKSI LAPIS PONDASI BAWAH (LPB) - TELFORD

(MENGGUNAKAN BURUH) K-516



PROSES : ANGGAPAN : 1. Material disiapkan dilokasi pekerjaan 1 Menggunakan tenaga manusia 400 m2 per hari 2. Menghampar pasir setebal 10 cm 2 Material-material dikirim ke tempat pekerjaan oleh Leveransir 3. Batu pecah berukuran besar (10-15 cm) disusun berdiri 3 Batu sudah dipecah 4. Batu pecah yang lebih kecil mengisi rongga diatasnya 4 Tanah dasar sudah disiapkan

sehingga rata kemudian dipadatkan/digilas dengan 5 Dipadatkan sampai tebal 20 cmmesin gilas 6 Sesuai spesifikasi B.M No.02/PT/B/1983

P E K E R J A JML



P Mandor 3 1 L061 3.00 46,000.00 138,000.00 E Operator Terampil 1 1 L081 1.00 60,000.00 60,000.00 K Buruh tak terampil 99 1 L101 99.00 26,000.00 2,574,000.00 ERJA

PEKERJA 2,772,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Batu belah 10-15 cm m3 K020 50.00 105,000.00 5,250,000.00 A Batu pecah 4-7 cm m3 M022 20.00 112,000.00 2,240,000.00 T Pasir urug m3 M040 50.00 75,000.00 3,750,000.00 E Alat bantu (set @ 3 alat) Set M170 4.00 41,580.00 166,320.00 R IAL

MATERIAL 11,406,320.00




P Three Wheel Roller 6 - 8 Ton 1 1 E080 5.00 94,748.00 473,740.00 ERALATAN





PASANGAN ONDERLAAG




PROSES : ANGGAPAN :1. Dihampar batu belah 15/20 1. Menggunakan tenaga manusia2. Hamparan batu diatur tegak 2. Material dikirim ke lokasi oleh pemasok3. Batu belah diatas alas pasir 3. Kapasitas penghamparan 200 m2/hari4. Hamparan digilas dengan mesin gilas roda baja

P E K E R J A JML



P Mandor 1 1 L061 1.00 46,000.00 46,000.00 E Buruh tak terampil 19 1 L101 19.00 26,000.00 494,000.00 K Operator Terlatih 1 1 L081 1.00 60,000.00 60,000.00 E Pembantu Operator 1 1 L083 1.00 35,000.00 35,000.00 RJA

PEKERJA 635,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Batu belah 15/20 m3 K020 10.00 105,000.00 1,050,000.00 A Pasir urug m3 M040 2.50 75,000.00 187,500.00 T Alat bantu (set @ 3 alat) Set M170 4.00 9,525.00 38,100.00 E R IAL

MATERIAL 1,275,600.00




P Three Wheel Roller 6 - 8 Ton 1 1 E.080 5.00 94,748.00 473,740.00 E RALATAN





PASANGAN STENSLAAG




PROSES : ANGGAPAN :1. Dihampar batu pecah 4/7 merata 1. Menggunakan tenaga manusia2. Ditabur pasir urug sebagai pengancing 2. Bahan batu disuply pemasok ke lokasi proyek3. Hamparan diatas lapisan onderlaag 3. Kapasitas kerja kelompok 100 m2/hari4. Dipadatkan dengan mesin gilas 6-8 ton

P E K E R J A JML



P Mandor 1 3 L061 3.00 46,000.00 138,000.00 E Buruh tak terampil 20 3 L101 60.00 26,000.00 1,560,000.00 K Operator Terlatih 1 3 L081 3.00 60,000.00 180,000.00 E Pembantu Operator 1 3 L083 3.00 35,000.00 105,000.00 RJA

PEKERJA 1,983,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Batu pecah 4/7 m3 M.022 64.00 112,000.00 7,168,000.00 A Alat bantu (set @ 3 alat) Set M170 8.00 14,872.50 118,980.00 T E R IAL

MATERIAL 7,286,980.00




P Three Wheel Roller 6 - 8 Ton 1 3 E.080 15.00 94,748.00 1,421,220.00 ERALATAN





PASANGAN BATU TEPI




PROSES : ANGGAPAN :1. Bahan batu belah menggunakan 15/30 1. Menggunakan tenaga manusia2. Dipasang/ditanam pada tepi batas ukuran perkerasan 2. Kapasitas pasang 30 m' per kelompok/hari 3. Material batu dikirim pemasok ke lokasi proyek

P E K E R J A JML




PEKERJA 436,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Batu pecah 15 - 30 m3 M.020 9.00 100,000.00 900,000.00 AT Alat bantu (set @ 3 alat) Set M170 1.00 26,160.00 26,160.00 E R IAL

MATERIAL 926,160.00




PERALATAN





PASANGAN STENSLAAG BERASPAL ( Normalisasi )

(MENGGUNAKAN BURUH) K - 516 D



PROSES : ANGGAPAN :1 Telford lama diklicir aspal 0,5 Kg/m2 1 Menggunakan tenaga manusia2 Dihampar bt.pecah 4/7 merata 2 Bahan batu disuply pemasok ke lokasi proyek3 Dipadatkan dengan mesin gilas 6-8 ton 3 Kapasitas kerja kelompok 100m2/hari4 Hamparan Tenslaag beraspal ini untuk normalisasi

pasangan telford yang ambles untuk disesuaikan dgpermukaan telford yang lain

P E K E R J A JML



P Mandor 1 3 L061 3.00 46,000.00 138,000.00 E Buruh tak terampil 20 3 L101 60.00 26,000.00 1,560,000.00 K Operator Terlatih 1 3 3.00 60,000.00 180,000.00 E Pembantu Operator 1 3 3.00 35,000.00 105,000.00 RJA

PEKERJA 1,983,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Batu pecah 4/7 m3 M.023 64.00 112,000.00 7,168,000.00 A A s p a l Kg M.061 400.00 10,440.00 4,176,000.00 T Alat bantu (set @ 3 alat) Set M170 8.00 14,872.50 118,980.00 E R IAL

MATERIAL 11,462,980.00




P Three Wheel Roller 6 - 8 Ton 1 3 E.080 15.00 94,748.00 1,421,220.00 E Asphalt Sprayer Towed 350 L 1 3 E.153 15.00 27,003.00 405,045.00 RALATAN





LAPIS PONDASI BAWAH KLAS B AGREGAT PECAH TERSARING




PROSES : ANGGAPAN :1. Agregat pecah tersaring ditimbun di sepanjang 1. Menggunakan alat berat ( 150 M3/hari ) jalan oleh pemasok 2. Material ditimbun di sepanjang jalan oleh pemasok

2. Grader membentuk ulang permukaan lama jalan 3. Dikirim batu Quarry/kerikil Sungai pecah tersaring yang termurah3. Grader menghampar Agregat 4. Dihampar dan dipadatkan sampai tebal padat 15 Cm4. Jalan disiram air dengan truck air 5. Dihampar dan dipadatkan 1000 M2/hari 5. Pemadatan dengan mesin gilas 6 - 8 ton 6. Koefisien pemadatan = 1.2

sampai 100 % MDD

P E K E R J A JML




PEKERJA 472,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Batu Quarry pecah tersaring m3 K017 122.45 305,514.00 37,410,189.30 A Pasir Urug m3 M040 50.50 75,000.00 3,787,500.00 T Alat Bantu ( set @ 3 alat ) Set M170 0.24 118,000.00 28,320.00 ERIAL

MATERIAL 41,226,009.30









LAPIS PONDASI ATAS KLAS A AGREGAT PECAH TERSARING




PROSES : ANGGAPAN :1. Agregat pecah tersaring ditimbun di sepanjang 1. Menggunakan alat berat ( 150 M3/hari ) jalan oleh pemasok 2. Material ditimbun di sepanjang jalan oleh pemasok

2. Grader menghampar Agregat 3. Dikirim batu Quarry/kerikil Sungai pecah tersaring yang termurah3. Jalan disiram air dengan truck air 4. Dihampar dan dipadatkan sampai tebal padat 10 Cm4. Pemadatan dengan mesin gilas 6 - 8 ton 5. Dihampar dan dipadatkan 1000 M2/hari

P E K E R J A JML




PEKERJA 472,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Batu sungai pecah tersaring m3 K017 177.00 305,514.00 54,075,978.00 A Pasir Urug m3 M040 19.00 75,000.00 1,425,000.00 T Alat Bantu ( set @ 3 alat ) Set M170 0.24 118,000.00 28,320.00 ERIAL

MATERIAL 55,529,298.00









LAPIS PONDASI ATAS KLAS A AGREGAT PECAH TERSARING




PROSES : ANGGAPAN :1. Agregat pecah tersaring ditimbun di sepanjang 1. Menggunakan tenaga manusia ( 60 M3/hari ) jalan oleh pemasok 2. Material ditimbun di sepanjang jalan oleh pemasok

2. Grader menghampar Agregat 3. Dikirim batu Quarry/kerikil Sungai pecah tersaring yang termurah3. Jalan disiram air dengan truck air 4. Dihampar dan dipadatkan sampai tebal padat 10 Cm4. Pemadatan dengan mesin gilas 6-8 ton 5. Dihampar dan dipadatkan 600 M2/hari

P E K E R J A JML




PEKERJA 1,827,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Batu sungai pecah tersaring m3 K017 71.00 305,514.00 21,691,494.00 A Pasir Urug m3 M040 7.50 75,000.00 562,500.00 T Alat Bantu ( set @ 3 alat ) Set M170 2.40 45,675.00 109,620.00 ERIAL

MATERIAL 22,363,614.00









LAPIS PONDASI ATAS KLAS B KERIKIL TERSARING




PROSES : ANGGAPAN :1. Kerikil tersaring ditimbun di sepanjang jalan 1. Menggunakan alat berat ( 150 M3/hari ) oleh pemasok 2. Material ditimbun di sepanjang jalan oleh pemasok

2. Grader menghampar Agregat 3. Dikirim kerikil galian/Sungai tersaring yang termurah3. Jalan disiram air dengan truck air 4. Dihampar dan dipadatkan sampai tebal padat 10 Cm4. Pemadatan dengan mesin gilas 6 - 8 ton 5. Dihampar dan dipadatkan 1000 M2/hari. Koefisien Pemadatan = 1.25

P E K E R J A JML




PEKERJA 472,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Kerikil sungai tersaring m3 K017 187.50 305,514.00 57,283,875.00 A Alat Bantu ( set @ 3 alat ) Set M170 0.24 118,000.00 28,320.00 TERIAL

MATERIAL 57,312,195.00









LAPIS PONDASI ATAS KLAS B KERIKIL TERSARING




PROSES : ANGGAPAN :1. Sirtu ditimbun disepanjang jalan oleh pemasok 1. Menggunakan tenaga manusia (60 m3/hari)2. Membentuk ulang permukaan lama jalan dan 2. Agregat pecah tersaring ditimbun di sepanjang jalan oleh pemasok. menghampar sirtu dengan tenaga manusia 3. Dihamparkan dengan tenaga manusia dalam 2 lapis dan dipadatkan

3. Jalan disiram air oleh truk tangki air. sampai tebal padat 10 Cm4. Pemadatan dalam 2 lapis dengan mesin 4. Dihamparkan dan dipadatkan 600m2/hari; koefisien pemadatan 1,25 gilas roda baja sampai 100 % MMD 5. Gradasi agregat lapis pondasi atas Klas B semua harus melalui

5. Perapihan dengan tenaga manusia. 6. Gradasi Makadam ikat basah Klas B semua harus melalui saringan 75 mm dan agregat halus semua harus melalui saringan 9,5 mm sesuai tabel 5.2.2.

Dari buku 3 Dok.Tek.referensi spesifikasi umum Bina Marga Maret 1989 - Buku 3

P E K E R J A JML




PEKERJA 1,827,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Batu pecah 4 - 7 m3 M022 35.63 112,000.00 3,990,560.00 A Batu pecah 3 - 5 m3 M023 39.38 140,000.00 5,513,200.00 T Pasir Urug m3 M040 3.00 75,000.00 225,000.00 E Alat Bantu ( set @ 3 alat ) Set M170 2.40 45,675.00 109,620.00 R ( 6 % x upah )IAL

MATERIAL 9,838,380.00









LAPIS PENETRASI / PONDASI ATAS MAKADAM 70 MM

L A P E N (MENGGUNAKAN BURUH) K - 530



PROSES : ANGGAPAN : 1. Hampar batu pecah 3-5 Cm, 16 M2/M3 1. Menggunakan tenaga manusia 2. Hampar batu pecah 2-3 Cm, 60 M2/M3 2. Material dikirim kelokasi pekerjaan oleh pemasok 3. Setiap lapis batu dipadatkan 3. Tebal total perkerasan 7 Cm 4. Semprotkan aspal, 3,7 L / M2 4. Kapasitas penghamparan 2000 M2 / Minggu ( 6 Hari ) 5. Hampar batu pecah 1-2 Cm, 70 M2/M3 6. Semprotkan aspal, 1,5 L / M2 7. Hampar pasir (Binder), 90 M2/M3

P E K E R J A JML



P Mandor 2 3 L061 6.00 46,000.00 276,000.00 E Operator terampil 2 3 L081 6.00 60,000.00 360,000.00 K Pembantu Operator 2 3 L083 6.00 35,000.00 210,000.00 E Supir terampil 1 3 L091 3.00 45,000.00 135,000.00 R Pembantu supir 1 3 L099 3.00 35,000.00 105,000.00 J Buruh tak terampil 66 3 L101 198.00 26,000.00 5,148,000.00 A Buruh terampil 2 3 L106 6.00 29,000.00 174,000.00

PEKERJA 6,408,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Batu pecah mesin 3-5 Cm m3 M023 62.50 170,000.00 10,625,000.00 A Batu pecah mesin 2-3 Cm m3 M024 16.67 195,000.00 3,250,650.00 T Batu pecah mesin 1-2 Cm m3 M025 14.29 250,000.00 3,572,500.00 E Pasir ayak utk beton m3 M041 11.11 90,000.00 999,900.00 R A s p a l Kg M061 5,500.00 10,440.00 57,420,000.00 I Minyak bakar ltr M065 270.00 4,000.00 1,080,000.00 A Alat Bantu ( set @ 3 alat ) Set M170 7.92 48,545.45 384,480.00 L

MATERIAL 77,332,530.00




P Three Wheel Roller 6 - 8 Ton 1 3 E080 15.00 94,748.00 1,421,220.00 E Asphalt Sprayer Towed 350 L 1 3 E153 15.00 27,003.00 405,045.00 R Flat bed Truck 4,0 ton 1 3 E221 15.00 126,349.00 1,895,235.00 ALATAN


VOLUME 70 SATUAN M3 HARGA SATUAN 1,249,457.57 PER M3

PEMBULATAN 1,249,457.00 PER M3


LABURAN ASPAL PASIR ( BURAS )




PROSES : ANGGAPAN : 1. Permukaan jalan harus dibersihkan dengan Compressor 1. Kapasitas alat 1.800 m2/hari 2. Panaskan dan semprot aspal dengan Sprayer 2. Pasir dikirim kelokasi pekerjaan oleh pemasok 3. Tutup aspal Cutback dengan pasir dan digilas 3. Cutback aspal disemprotkan 1 L/m2 dengan mesin gilas 4. Pasir disebarkan rata-rata 200 m2/m3

4. Cutback aspal dengan kerosin 5 % 5. Penggunaan sprayer dibatasi sampai 3 kali pengisian. ( 25 - 30 derajat Celcius ) 6. Pasir dimuat ulang kedalam Truck dengan tenaga manusia dan

dihampar dengan masin penghampar7. Sesuai dengan spesifikasi BM No.05/PU/8/1983

P E K E R J A JML



P Mandor 1 1 L061 1.00 46,000.00 46,000.00 E Operator terampil 2 1 L081 2.00 60,000.00 120,000.00 K Pembantu Operator 2 1 L083 2.00 35,000.00 70,000.00 E Supir terampil 1 1 L091 1.00 45,000.00 45,000.00 R Pembantu supir 1 1 L099 1.00 35,000.00 35,000.00 J Buruh terampil 2 1 L106 2.00 29,000.00 58,000.00 A Buruh tak terampil 12 1 L101 12.00 26,000.00 312,000.00

PEKERJA 686,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Pasir ayak utk beton m3 M041 12.00 90,000.00 1,080,000.00 A A s p a l Kg M061 2,280.00 10,440.00 23,803,200.00 T Minyak bakar Ltr M065 120.00 4,000.00 480,000.00 E Alat Bantu ( set @ 3 alat ) Set M170 0.40 102,900.00 41,160.00 RIAL

MATERIAL 25,404,360.00




P Pneumatic Roller 8 - 15 Ton 1 1 E084 5.00 202,736.00 1,013,680.00 E Asphalt Sprayer Towed 350 L 1 1 E153 5.00 27,003.00 135,015.00 R Flat bed Truck 4,0 ton 1 1 E221 5.00 126,349.00 631,745.00 A Air Compresor 1 1 E.301 4.00 71,083.00 284,332.00 LATAN





LABURAN ASPAL SATU LAPIS ( BURTU )




PROSES : ANGGAPAN :1. Permukaan harus rata bersih dan kering 1. Menggunakan peralatan berat dan tenaga manusia2. Untuk permukaan jalan yang tak beraspal perlu 2. Penebaran agregat dengan tenaga manusia

Prime Coat 1,2 L/m2 3. Tebal hamparan 2 Cm3. Penyiraman aspal yang telah dipanaskan dengan 4. Kapasitas kerja 2.000 m2/hari

suhu 125 - 178 derajat Celcius pada permukaan 5. Pekerjaan Burtu untuk jalan dengan volume lalu lintas sedang secara merata

4. Penebaran agregat dengan gradasi seragam dan tebal maksimal 2 Cm

5. Pemadatan dengan Peomatik Tire Roller 4-6 lintasan

P E K E R J A JML



P Mandor 1 1 L061 1.00 46,000.00 46,000.00 E Operator terampil 1 1 L081 1.00 60,000.00 60,000.00 K Pembantu Operator 1 1 L083 1.00 35,000.00 35,000.00 E Buruh terampil 5 1 L106 5.00 29,000.00 145,000.00 R Buruh tak terampil 10 1 L101 10.00 26,000.00 260,000.00 JA

PEKERJA 546,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Batu Pecah 1-2 m3 M025 40.00 200,000.00 8,000,000.00 A A s p a l Kg M061 6,100.00 10,440.00 63,684,000.00 T Minyak bakar Ltr M065 1,000.00 4,000.00 4,000,000.00 E Alat Bantu ( set @ 3 alat ) Set M170 0.40 81,900.00 32,760.00 RIAL

MATERIAL 75,716,760.00




P Pneumatic Roller 8 - 15 Ton 1 1 E084 5.00 202,736.00 1,013,680.00 E Asphalt Sprayer Towed 350 L 1 1 E153 5.00 27,003.00 135,015.00 R Air Compresor 1 1 E.301 5.00 71,083.00 355,415.00 ALATAN





LABURAN ASPAL DUA LAPIS ( BURDA )

(MENGGUNAKAN ALAT) K - 616 A



PROSES : ANGGAPAN :1. Bersihkan permukaan tidak beraspal dari oli dan 1. Hasil kerja 600 m2 / hari material lepas 2. Agregat uk. tunggal 19 mm dan 9,5 tersaring produksi unit pemecah batu

2. Permukaan perkerasan dilapisi Prime aspal Cutback diterima di lokasi pekerjaan oleh pemasok3. Bersihkan dan tutup permukaan yang sudah 3. Permukaan yang akan di aspal telah selesai dipadatkan & terlihat dengan binder dilapisi Prime dengan 2 lapis aspal Cutback dan 4. Lapis Prime/resap permukaan menggunakan aspal Cutback @ 11 / m2

serpihan agregat 5. Lapis Seal/penutup menggunakan aspal Cutback @ 1,61/m2 dan @ 1,31/m24. Tiap lapis digilas dengan mesin gilas Pneumatic 6. Agregat uk. tunggal dihampar dari Dump Truck penghampar @ 60 m2/m3 dan

roda besi @ 100 m2/m3 7. Sesuai rev. spek. umum BM. Maret '89 Bukur 3

P E K E R J A JML



P Mandor 1 3 L061 3.00 46,000.00 138,000.00 E Operator terampil 2 3 L081 6.00 60,000.00 360,000.00 K Pembantu operator 2 3 L183 6.00 35,000.00 210,000.00 E Sopir terampil 1 3 L091 3.00 45,000.00 135,000.00 R Pembantu sopir 1 3 L093 3.00 35,000.00 105,000.00 J Buruh terampil 2 3 L106 6.00 29,000.00 174,000.00 A Buruh tak terampil 12 3 L101 36.00 26,000.00 936,000.00

PEKERJA 2,058,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Batu pecah 2-3 m3 M024 54.00 187,000.00 10,098,000.00 A Batu pecah 1-2, 1-1 m3 M025 16.20 200,000.00 3,240,000.00 T Batu pecah 1-0,5 m3 M026 10.50 225,000.00 2,362,500.00 E A s p a l Kg M061 6,300.00 10,440.00 65,772,000.00 R Minyak bakar Ltr M065 1,270.00 4,000.00 5,080,000.00 I Alat Bantu ( set @ 3 alat ) Set M170 1.00 123,480.00 123,480.00 AL

MATERIAL 86,675,980.00




P Three Wheel Roller 6 - 8 Ton 1 3 E080 15.00 94,748.00 1,421,220.00 E Asphalt Sprayer Towed 350 L 1 3 E153 15.00 27,003.00 405,045.00 R Dump Truck, 3,5 ton 1 3 E211 15.00 149,739.00 2,246,085.00 ALATAN





LABURAN ASPAL SATU LAPIS ( OVERPAINTEN )




PROSES : ANGGAPAN :1. Bersihkan permukaan jalan dari tanah 1. Bahan grosok dipasok sampai ke lokasi proyek2. Kliciran aspal panas 1,5 Kg/m2 2. Menggunakan tenaga manusia3. Bahan grosok pasir hingga mendapat 3. Kapasitas kerja kelompok 250 m2/hari

butiran 0,5/14. Taburkan hasil ayakan butiran 0,5/1 hingga

rata dan rapat5. Dipadatkan dengan mesin gilas roda baja

4 - 6 ton atau roda karet 12 ton Mesin gilas roda karet

P E K E R J A JML



P Mandor 1 1 L061 1.00 46,000.00 46,000.00 E Tukang 1 1 L079 1.00 35,000.00 35,000.00 K Buruh tak terampil 20 1 L101 20.00 26,000.00 520,000.00 E Operator Terlatih 1 1 L.081 1.00 60,000.00 60,000.00 R Pembantu Operator 1 1 L.083 1.00 35,000.00 35,000.00 JA

PEKERJA 696,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M A s p a l Kg M061 375.00 10,440.00 3,915,000.00 A Batu pecah 0,5-1 cm m3 M.026 3.00 225,000.00 675,000.00 T Minyak bakar Ltr M065 60.00 4,000.00 240,000.00 E Alat Bantu ( set @ 3 alat ) Set M170 0.40 104,400.00 41,760.00 RIAL

MATERIAL 4,871,760.00




P Vibrator Roller 1 Ton 1 1 E.087 5.00 46,738.00 233,690.00 ER Asphalt Sprayer Towed 350 L 1 1 E.153 5.00 27,003.00 135,015.00 ALATAN





LAPIS PENETRASI PERMUKAAN MAKADAM 50 MM

L A P E N (MENGGUNAKAN BURUH) K - 618



PROSES : ANGGAPAN : 1. Semprotkan Aspal Tack Coat 0,8 L/M3 1. Menggunakan tenaga buruh 2. Hamparkan Agregat kasar 20 M2/M3 2. Agregat pecah tersaring dikirim ke lokasi pekerjaan oleh pemasok 3. Digilas dan dipadatkan dengan mesin gilas 3. Digunakan agregat pecah tersaring (Agregat kasar < 50 MM, roda baja 8 - 10 ton Agregat pengunci < 25 MM, Agregat penutup < 12,5 MM)

4. Semprotkan aspal Binder 4,4 Kg/m2 4. Agregat dimuat ulang ke truck dengan tenaga manusia dan dihampar 5. Semprotkan Aggr.pengunci 64 M2/M3 dengan mesin penghampar agregat 6. Hamparkan lapis Seal dengan 1,25 L/M2 5. Tebal padat perkerasan 5 Cm

chip 80 M2 dan Cutback 1,25 L/M2

P E K E R J A JML



P Mandor 2 3 L061 6.00 46,000.00 276,000.00 E Operator terampil 2 3 L081 6.00 60,000.00 360,000.00 K Pembantu Operator 2 3 L083 6.00 35,000.00 210,000.00 E Supir terampil 1 3 L091 3.00 45,000.00 135,000.00 R Pembantu supir 1 3 L099 3.00 35,000.00 105,000.00 J Buruh terampil 2 3 L106 6.00 29,000.00 174,000.00 A Buruh tak terampil 66 3 L101 198.00 26,000.00 5,148,000.00

PEKERJA 6,408,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Batu pecah mesin 3-5 Cm m3 M023 56.00 170,000.00 9,520,000.00 A Batu pecah mesin 2-3 Cm m3 M024 31.11 195,000.00 6,066,450.00 T Batu pecah mesin 1-2 Cm m3 M025 15.55 250,000.00 3,887,500.00 E Pasir ayak utk beton m3 M041 3.50 90,000.00 315,000.00 R A s p a l Kg M061 6,270.00 10,440.00 65,458,800.00 I Minyak bakar Ltr M065 450.00 4,000.00 1,800,000.00 A Alat Bantu ( set @ 3 alat ) Set M170 8.16 47,117.65 384,480.00 L

MATERIAL 87,432,230.00




P Three Wheel Roller 6 - 8 Ton 1 3 E080 15.00 94,748.00 1,421,220.00 E Asphalt Sprayer Towed 350 L 1 3 E153 15.00 27,003.00 405,045.00 R Flat bed Truck 4,0 ton 1 3 E221 15.00 126,349.00 1,895,235.00 ALATAN





PENGHAMPARAN LAPIS TIPIS ASPAL BETON

LATASTON (MENGGUNAKAN ALAT) K - 636



PROSES : ANGGAPAN : 1. Pengisian material sampai ke Bin Spreader oleh 1. Menggunakan alat berat 1.500 M2 /hari pemasok 2. Hot Roller Sheet (Lataston) dikirim ke lokasi pekerjaan oleh pemasok dr. AMP

2. Material dihampar dengan mesin Spreader dipadatkan 3. Tebal padat rata-rata 3 Cm dengan mesin gilas roda baja dan mesin gilas 4. BJ. LATASTON padat 2,2 Ton /M3 Pneumatic roda karet

3. Hamparkan lapis Tack/pengikat aspal Cutback @ 0,5 L/M2

P E K E R J A JML



P Mandor 1 1 L061 1.00 46,000.00 46,000.00 E Operator terampil 4 1 L081 4.00 60,000.00 240,000.00 K Pembantu Operator 4 1 L083 4.00 35,000.00 140,000.00 E Buruh tak terampil 12 1 L101 12.00 26,000.00 312,000.00 R Buruh terampil 8 1 L106 8.00 29,000.00 232,000.00 JA

PEKERJA 970,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M H.R.S (LATASTON) Ton K035 100.00 1,023,285.00 102,328,500.00 A Aspal AC Kg M061 600.00 10,440.00 6,264,000.00 T Minyak bakar Ltr M065 150.00 4,000.00 600,000.00 E Alat Bantu ( set @ 3 alat ) Set M170 0.48 121,250.00 58,200.00 RIAL

MATERIAL 109,250,700.00




P Tandem Roller 6 - 8 Ton 1 1 E081 5.00 128,811.00 644,055.00 E Pneumatic Roller 8 - 15 Ton 1 1 E084 5.00 202,736.00 1,013,680.00 R Asphalt Sprayer Towed 350 L 1 1 E153 5.00 27,003.00 135,015.00 A Asphalt Finisher 1 1 E157 5.00 299,521.00 1,497,605.00 L Air Compresor 1 1 E301 4.00 71,083.00 284,332.00 ATAN





PENGHAMPARAN LAPIS TIPIS ASPAL PASIR

LATASIR (MENGGUNAKAN BURUH) K - 638



PROSES : ANGGAPAN : 1. Membersihkan permukaan aspal lama dengan 1. Menggunakan tenaga manusia (1600 m2/hari)

tenaga manusia 2. Pasir aspal dikirim ke lokasi pekerjaan oleh pemasok dari AMP 2. Dilapis dengan lapis Tack/pengikat 3. BJ padat 1,9 ton/m3 3. Hamparkan pasir aspal dengan tenaga manusia 4. Tebal padat rata-rata 2 m 4. Digilas sampai padat 5. Lapis Tack/pengikat aspal Cutback dihampar @ 0,5 ltr/m2

6. Sesuai spesifikasi B.M No.02/PT/B/1983

P E K E R J A JML



P Mandor 1 1 L061 1.00 46,000.00 46,000.00 E Operator Terampil 3 1 L081 3.00 60,000.00 180,000.00 K Pembantu Operator 3 1 L083 3.00 35,000.00 105,000.00 E Buruh Tak Terampil 12 1 L101 12.00 26,000.00 312,000.00 R Buruh terampil 2 1 L106 2.00 29,000.00 58,000.00 J Supir terampil 1 1 L091 1.00 45,000.00 45,000.00 A Pembantu Supir 1 1 L099 1.00 35,000.00 35,000.00

PEKERJA 781,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Campuran panas LATASIR Ton K020 60.00 1,226,382.00 73,582,920.00 A A s p a l Kg M061 640.00 10,440.00 6,681,600.00 T Minyak bakar Ltr M065 160.00 4,000.00 640,000.00 E Alat bantu (set @ 3 alat) Set M170 0.48 97,625.00 46,860.00 R IAL

MATERIAL 80,951,380.00




P Tandem Roller 6 - 8 Ton 1 1 E081 5.00 128,811.00 644,055.00 E Pneumatic Roller 8 - 15 Ton 1 1 E084 5.00 202,736.00 1,013,680.00 R Asphalt Sprayer Towed 350 L 1 1 E153 5.00 27,003.00 135,015.00 A Flat bed Truck 4,0 ton 1 1 E221 5.00 126,349.00 631,745.00 LATAN





PENGHAMPARAN LAPIS PERMUKAAN ASPAL BETON

LASTON (MENGGUNAKAN ALAT) K - 641



PROSES : ANGGAPAN : 1. Pengisian material sampai ke Bin Spreader oleh 1. Menggunakan alat berat 1.500 M2 /hari pemasok 2. Hotmix aspal beton dikirim sampai ke Spreader oleh pemasok dari AMP

2. Material dihampar dengan mesin Spreader, 3. Berat jenis padat 2,25 t/M3, tebal padat 5 Cm dipadatkan dengan mesin gilas roda baja dan 4. Dihampar dan dipadatkan 900 M2/hari mesin gilas Pneumatic roda karet 5. Lapis Tack/pengikat aspal Cutback dihampar @ 0,5 L/M2

P E K E R J A JML



P Mandor 1 1 L061 1.00 46,000.00 46,000.00 E Operator terampil 5 1 L081 5.00 60,000.00 300,000.00 K Pembantu Operator 5 1 L083 5.00 35,000.00 175,000.00 E Buruh tak terampil 15 1 L101 15.00 26,000.00 390,000.00 R Buruh terampil 10 1 L106 10.00 29,000.00 290,000.00 JA

PEKERJA 1,201,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Aspal beton ( LASTON) Ton K040 100.00 1,006,154.00 100,615,400.00 A Aspal AC Kg M061 360.00 10,440.00 3,758,400.00 T Minyak bakar Ltr M065 90.00 4,000.00 360,000.00 E Alat Bantu ( set @ 3 alat ) Set M170 0.48 150,125.00 72,060.00 R IAL

MATERIAL 104,805,860.00




P Three Wheel Roller 6 - 8 Ton 1 1 E080 5.00 94,748.00 473,740.00 E Tandem Roller 6 - 8 Ton 1 1 E081 5.00 128,811.00 644,055.00 R Pneumatic Roller 8 - 15 Ton 1 1 E084 5.00 202,736.00 1,013,680.00 A Asphalt Sprayer Towed 350 L 1 1 E153 3.00 27,003.00 81,009.00 L Asphalt Finisher 1 1 E157 5.00 299,521.00 1,497,605.00 A Air Compresor 1 1 E301 4.00 71,083.00 284,332.00 TAN





KONSTRUKSI PASANGAN BATU ( Tinggi s/d 1,5 m )




PROSES : ANGGAPAN : 1. Material ditimbun di lokasi pekerjaan oleh pemasok 1 Dilakukan untuk pekerjaan gorong-gorong,jembatan, dinding penahan 2. Pekerja membawa batu pecah tanah dan struktur lainnya yang menggunakan konstruksi pasangan batu 3. Tukang batu memasang batu pecah dengan adukan 2 Material -material dikirim ketempat pekerjaan oleh pemasok

pasir semen 3 Tidak termasuk galian / timbunan4 Biaya alat bantu tambahan sudah termasuk biaya kira-2 ekivalen dari bambu untuk lubang drainase

P E K E R J A JML



P Kepala tukang 1 1 L073 1.00 42,500.00 42,500.00 E Tukang 4 1 L079 4.00 35,000.00 140,000.00 K Buruh tak terampil 12 1 L101 12.00 26,000.00 312,000.00 E RJA

PEKERJA 494,500.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Batu Quarry m3 M010 5.00 100,000.00 500,000.00 A Pasir Ayak utk beton m3 M041 1.25 90,000.00 112,500.00 T S e m e n Kg M080 760.00 1,380.00 1,048,800.00 E Ala Bantu (Set @ 3 alat) Set M170 0.75 39,560.00 29,670.00 RIAL

MATERIAL 1,690,970.00




P Water Pump 1 1 E341 2.00 15,059.00 30,118.00 ERALATAN





ACUAN UNTUK BETON STRUKTUR




PROSES : ANGGAPAN :1 Pengadaan bahan oleh pemasok 1 Kelompok tukang kayu memasang 20m2 dalam 1 hari kerja2 Kelompok tukang kayu memotong dan 2 1/3 material dapat dipakai kembali.

membuat acuan 3 Pengadaan bahan oleh pemasok3 Kelompok tukang kayu membongkar acuan 4 Untuk 1 m3 beton dipakai 0,6 m3 kayu

setelah beton cukup kuat 5 Kelompok tukang kayu membongkar acuan4 Kelompok tukang kayu membersihkan acuan

untuk dipakai kembali

P E K E R J A JML



P Kepala tukang 1 1 L073 1.00 42,500.00 42,500.00 E Tukang 4 1 L079 4.00 35,000.00 140,000.00 K Buruh tak terampil 7 1 L101 7.00 26,000.00 182,000.00 E Buruh terampil 3 1 L106 3.00 29,000.00 87,000.00 RJA

PEKERJA 451,500.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Paku Jembatan Kg M166 4.00 14,400.00 57,600.00 A Kayu acuhan m3 M180 0.60 4,200,000.00 2,520,000.00 T Alat Bantu ( set @ 3 alat ) Set M170 0.56 48,375.00 27,090.00 E RIAL

MATERIAL 2,604,690.00




PERALATAN





MEMOTONG, MEMBENGKOK, DAN MEMASANG

TULANGAN BESI BETON (MENGGUNAKAN BURUH) K - 715



PROSES : ANGGAPAN : 1. Batang besi beton dipotong sesuai ukuran panjang 1. 200 Kg tulangan jadi disiapkan dalam 1 hari

yang diperlukan 2. Besi tulangan dikirim ketempat pekerjaan oleh pemasok 2. Batang dan Beugel besi beton di bengkok sesuai 3. Penyusutan akibat pemotongan 10 % dan pakai kawat baja dll dianggap 1 %

yang diperlukan 4. Panjang dan Diameter besi tulangan yang biasa dipakai gorong-2 dll 3. Perakitan tulangan besi beton dan diikat dengan 5. Membengkok dan memasang batang besi beton dilaksanakan dengan tangan kawat baja 6. 0,8 orang-hari memotong 200 Kg batang besi beton

7. 1 orang-hari membengkok 200 Kg batang besi beton8. 1,2 orang-hari memasang dan mengikat 200 Kg tulangan besi beton9. Umur alat bantu rata-rata 1 bulan/orang/set @ 3 alat

P E K E R J A JML



P Mandor 1 1 L061 1.00 46,000.00 46,000.00 E Kepala tukang 1 1 L073 1.00 42,500.00 42,500.00 K Buruh tak terampil 3 1 L101 3.00 26,000.00 78,000.00 E Buruh terampil 1 1 L106 1.00 29,000.00 29,000.00 RJA

PEKERJA 195,500.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Tulangan besi beton Kg M167 225.00 10,800.00 2,430,000.00 A Alat Bantu ( set @ 3 alat ) Set M170 0.12 97,750.00 11,730.00 T ERIAL

MATERIAL 2,441,730.00




PERALATAN


VOLUME 200 SATUAN Kg HARGA SATUAN 13,186.15 PER Kg

PEMBULATAN 13,186.00 PER Kg


BETON MASSA KLAS K 125

( MENGGUNAKAN ALAT PENGADUK BETON 125 LITER ) K - 720



PROSES : ANGGAPAN : 1. Pemasok mengirim material 1. Bahan-2 dasar dikirim ke lokasi pekerjaan oleh pemasok 2. Acuan dan tulangan besi .beton dipasang 2. Dipakai agregat pecah dan tersaring yang termurah 3. Beton diaduk dilokasi pekerjaan 3 Dicor 5,75 M3/hari dengan 48 adukan /6jam/hari 4. Beton dicor dan digetar sampai padat 4. Adukan 1 PC:3Ps:4 Kerikil(yaitu 1:7); semen 250 Kg/M3; air: 130 Kg/M3;

2359 Kg/M' 5. Anggap tiap adukan membutuhkan : 3/4 sap( 20,8 L lepas) semen portal: 62,5 L

pasir ; 83,3 L, kerikil dan 15,6 L air 6. Tidak termasuk acuan dan tulangan besi beton yang sudah dipasang 7. Beton massa dipakai utk kepala jembatan/sturkur beton tidak bertulang 8. Sesuai peraturan beton bertulang Indonesia (PBI 1971 N.I.2)

P E K E R J A JML



P Mandor 1 4 L061 4.00 46,000.00 184,000.00 E Buruh tak terampil 12 4 L101 48.00 26,000.00 1,248,000.00 K Buruh terampil 2 4 L106 8.00 29,000.00 232,000.00 ERJA

PEKERJA 1,664,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Pasir ayak utk beton m3 M041 12.00 90,000.00 1,080,000.00 A S e m e n Kg M080 5,760.00 1,380.00 7,948,800.00 T Alat Bantu ( set @ 3 alat ) Set M170 1.92 52,000.00 99,840.00 E Batu sungai pecah tersaring m3 K017 16.00 305,514.00 4,888,224.00 RIAL

MATERIAL 14,016,864.00




P Concrete Vibrator 1 4 E089 24.00 18,181.00 436,344.00 E Concrete Mixer 250 liter 1 4 E252 24.00 28,696.00 688,704.00 R Water Pump 1 4 E341 8.00 15,059.00 120,472.00 ALATAN





BETON STRUKTUR KLAS K 225

( MENGGUNAKAN ALAT PENGADUK BETON 125 LITER ) K-722



PROSES : ANGGAPAN : 1. Pemasok mengirim material 1. 2. Acuan dan tulangan besi .beton dipasang 2. Dipakai agregat pecah dan tersaring yang termurah 3. Beton diaduk dilokasi pekerjaan 3 Dicor 6,17 M3/hari dengan 54 adukan /6jam/hari 4. Beton dicor dan digetar sampai padat 4. Adukan 1 PC:2Ps:3 Kerikil(yaitu 1:5); semen:350 Kg/M3; air: 160 Kg/M3;

2487 Kg/M3 5. Anggap tiap adukan membutuhkan : 1,0 sap( 27,8 L lepas)

Semen Portland ; 55,6 L pasir ; 83,3 L kerikil dan 18,3 L air 6. Tidak termasuk acuan dan tulangan besi beton yang sudah dipasang 7. Beton bertulang dipakai utk PILAR, GORONG-GORONG,DINDING PENAHAN DLL 8. Sesuai peraturan beton bertulang Indonesia (PBI 1971 N.I.2)

P E K E R J A JML




PEKERJA 2,496,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Pasir ayak utk beton m3 M041 18.00 90,000.00 1,620,000.00 A S e m e n Kg M080 12,960.00 1,380.00 17,884,800.00 T Batu sungai pecah tersaring m3 K017 27.00 305,514.00 8,248,878.00 E Alat Bantu ( set @ 3 alat ) Set M170 2.88 52,000.00 149,760.00 RIAL

MATERIAL 27,903,438.00




P Concrete Vibrator 1 6 E089 36.00 18,181.00 654,516.00 E Asphalt Sprayer Towed 350 L 1 6 E251 36.00 27,003.00 972,108.00 R Water Pump 1 6 E341 12.00 15,059.00 180,708.00 ALATAN





KONSTRUKSI PASANGAN BATU ( Tinggi > 1,5 m )




PROSES : ANGGAPAN : 1. Material ditimbun di lokasi pekerjaan oleh pemasok 1. Digunakan untuk pekerjaan jembatan, dinding penahan tanah 2. Pekerja membawa batu pecah yang menggunakan konstruksi pasangan batu 3. Tukang batu memasang batu pecah dengan adukan 2. Material-material dikirim ke tempat pekerjaan oleh pemasok

pasir semen 3. Tidak termasuk galian / timbunan4. Biaya alat bantu tambahan sudah termasuk biaya kira-2 ekivalen dari bambu untuk lubang drainase

P E K E R J A JML



P Kepala tukang 1 2 L073 2.00 42,500.00 85,000.00 E Tukang 4 2 L079 8.00 35,000.00 280,000.00 K Buruh tak terampil 12 2 L101 24.00 26,000.00 624,000.00 E RJA

PEKERJA 989,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Batu Quarry m3 M010 5.00 100,000.00 500,000.00 A Pasir Ayak utk beton m3 M041 1.25 90,000.00 112,500.00 T S e m e n Kg M080 760.00 1,380.00 1,048,800.00 E Ala Bantu (Set @ 3 alat) Set M170 0.75 79,120.00 59,340.00 RIAL

MATERIAL 1,720,640.00




P Water Pump 1 1 E341 2.00 15,059.00 30,118.00 E ( Ø 5 cm )RALATAN





SIARAN / SETRIKAN 1 : 2




PROSES : ANGGAPAN :1. Material pasir diayak 1. Material pasir didatangkan pemasok ke lokasi proyek2. Campuran / spesi harus homogen 2. Menggunakan tenaga manusia perbandingan : 1PC : 2 pasir ayak 3. Pek. siar dilakukan pada seluruh permukaan pas. batu kali yang tampak

3. Tukang batu melakukan pek. siar pada celah bagian permukaan pas.batu kali

4. Pada cuaca panas dilakukan penyiraman secara periodik

P E K E R J A JML



P Mandor 1 3 L.061 3.00 46,000.00 138,000.00 E Kepala tukang 1 3 L.073 3.00 42,500.00 127,500.00 K Tukang 10 3 L.079 30.00 35,000.00 1,050,000.00 E Buruh tak terampil 30 3 L.101 90.00 26,000.00 2,340,000.00 RJA

PEKERJA 3,655,500.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M S e m e n Kg M080 1,320.00 1,380.00 1,821,600.00 A Pasir Ayak utk beton m3 M041 2.13 90,000.00 191,250.00 T Alat Bantu (Set @ 3 alat) Set M170 1.00 219,330.00 219,330.00 ERIAL

MATERIAL 2,232,180.00




PERALATAN





PLESTERAN 1 : 3




PROSES : ANGGAPAN :1. Material pasir diayak 1. Material pasir didatangkan pemasok ke lokasi proyek2. Campuran / spesi harus homogen 2. Menggunakan tenaga manusia perbandingan : 1PC : 3 pasir ayak 3. Pek. plester dilakukan pada tepi bagian pas. batu sebagai penutup

3. Tebal plester rata 1 cm4. Tukang batu melakukan pek. plester pada

tepi bagian atas pas. batu5. Saat cuaca panas dilakukan penyiraman

secara periodik

P E K E R J A JML



P Mandor 2 2 L.061 4.00 46,000.00 184,000.00 E Kepala tukang 2 2 L.073 4.00 42,500.00 170,000.00 K Tukang 15 2 L.079 30.00 35,000.00 1,050,000.00 E Buruh tak terampil 40 2 L.101 80.00 26,000.00 2,080,000.00 RJA

PEKERJA 3,484,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M S e m e n Kg M080 1,440.00 1,380.00 1,987,200.00 A Pasir Ayak utk beton m3 M041 2.28 90,000.00 205,200.00 T Alat Bantu (Set @ 3 alat) Set M170 1.00 209,040.00 209,040.00 ERIAL

MATERIAL 2,401,440.00




PERALATAN




A N A L I S A H A R G A S A T U A N K O D EBETON STRUKTUR KLAS K 175




URAIAN : ANGGAPAN / ASSUMSI : 1. Pemasok mengirim material 1. Bahan-bahan dasar dikirim ke lokasi pekerjaan oleh pemasok 2. Acuan dan tulangan beton dipasang 2. Dipakai agregat pecah dan tersaring yang termurah 3. Beton diaduk dilokasi pekerjaan 3. Di Cor 11,5 m3/hari dengan 48 adukan/6 jam/hari 4. Beton di Cor dan digetarkan sampai padat 4. Adukan 1 PC : 2 Ps : 3 kr (yaitu 1:7) ; semen 250 Kg/m3 ; air 130 Kg/m3

5. Anggap tiap adukan membutuhkan 1,5 zak (21,7 liter lepas) semen; 125 liter pasir; 166,7 liter kerikil dan 31,2 liter air.

6. Tidak termasuk acuan dan tulangan besi beton yang dipasang.7. Sesuai Peraturan Beton Bertulang Indonesia (PBI 1971 NI 2)

P E K E R J A JML




PEKERJA 3,915,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M S e m e n Kg M080 11,520.00 1,380.00 15,897,600.00 A Pasir ayak utk beton m3 M041 25.00 90,000.00 2,250,000.00 T Batu split 1-2 m3 M025 35.00 200,000.00 7,000,000.00 E Alat bantu (set @ 3 alat) set M170 5.00 46,980.00 234,900.00 RIAL

MATERIAL 25,382,500.00




P Concrete Vibrator 2 5 E089 50.00 18,181.00 909,050.00 E Asphalt Sprayer Towed 350 L 1 5 E252 25.00 27,003.00 675,075.00 R Water Pump ( Ø 5 cm ) 1 5 E341 25.00 15,059.00 376,475.00 ALATAN


VOLUME 55 SATUAN M3 HARGA SATUAN 568,329.09 PER M3PEMBULATAN 568,329.00 PER M3






PROSES : ANGGAPAN : 1. Pemasok mengirim material 1. Bahan-bahan dasar dikirim ke lokasi pekerjaan oleh pemasok 2. Beton diaduk di lokasi pekerjaan 2. Dipakai agregat pecah dan tersaring yang termurah 3. Beton dicor dan digetarkan sampai padat 3. Dicor 11,0 m3/hari dengan 48 adukan/6 jam/hari

4. Tidak termasuk acuan dan tulangan besi beton yang dipasang5. Sesuai Peraturan Beton Bertulang Indonesia (PBI 1971 NI 2)

P E K E R J A JML




PEKERJA 2,349,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )


MATERIAL 22,713,276.00




P Concrete Vibrator 2 3 E089 30.00 18,181.00 545,430.00 E Concrete Mixer 250 liter 1 3 E252 15.00 28,696.00 430,440.00 R Water Pump ( Ø 5 cm ) 1 3 E341 15.00 15,059.00 225,885.00 ALATAN





BETON BERTULANG KLAS K 225 ( Untuk Duiker )

( MENGGUNAKAN ALAT PENGADUK BETON 250 LITER ) K - 725 A



PROSES : ANGGAPAN : 1. Pemasok mengirim material 1. Bahan-bahan dasar dikirim ke lokasi pekerjaan oleh pemasok 2. Acuan dan tulangan beton dipasang 2. Dipakai agregat pecah dan tersaring yang termurah 3. Beton diaduk di lokasi pekerjaan 3. Di Cor 11,0 m3/hari dengan 48 adukan/6 jam/hari 4. Beton di Cor dan digetarkan sampai padat 4. Adukan 1 pc:2 ps:3 kr (yaitu 1:5); semen 350 kg/m3; air 160 kg/m3; 2487 kg/m3

5. Anggap tiap adukan membutuhkan 2 zak (55,6 liter lepas) semen; 111,1 liter pasir; 166,7 liter kerikil dan 36,6 liter air.

6. Termasuk acuan dan tulangan besi beton yang dipasang7. Sesuai Peraturan Beton Bertulang Indonesia (PBI 1971 NI 2)

P E K E R J A JML




PEKERJA 2,349,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Pasir ayak utk beton m3 M041 16.00 90,000.00 1,440,000.00 A S e m e n Kg M080 10,000.00 1,380.00 13,800,000.00 T Batu sungai pecah tersaring m3 K017 24.00 305,514.00 7,332,336.00 E Besi beton & kawat beton kg K-715 4,950.00 13,186.00 65,270,700.00 R Acuan untuk beton m2 K-710 132.00 152,809.00 20,170,788.00 I Alat Bantu ( set @ 3 alat ) Set M170 3.00 46,980.00 140,940.00 AL

MATERIAL 108,154,764.00









BETON BERTULANG KLAS K 225 ( Untuk Jembatan )

( MENGGUNAKAN ALAT PENGADUK BETON 250 LITER ) K - 725 B



PROSES : ANGGAPAN : 1. Pemasok mengirim material 1. Bahan-bahan dasar dikirim ke lokasi pekerjaan oleh pemasok 2. Acuan dan tulangan beton dipasang 2. Dipakai agregat pecah dan tersaring yang termurah 3. Beton diaduk di lokasi pekerjaan 3. Dicor 11,0 m3/hari dengan 48 adukan/6 jam/hari 4. Beton di Cor dan digetarkan sampai padat 4. Adukan 1 pc:2 ps:3 kr (yaitu 1:5); semen 350 kg/m3; air 160 kg/m3; 2487 kg/m3

5. Anggap tiap adukan membutuhkan 1,5 zak (21,7 liter lepas) semen; 125 liter pasir; 166,7 liter kerikil dan 31,2 liter air.

6. Termasuk acuan dan tulangan besi beton yang dipasang7. Sesuai Peraturan Beton Bertulang Indonesia (PBI 1971 NI 2)

P E K E R J A JML




PEKERJA 2,349,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Pasir ayak utk beton m3 M041 16.00 90,000.00 1,440,000.00 A S e m e n Kg M080 10,000.00 1,380.00 13,800,000.00 T Batu sungai pecah tersaring m3 K017 24.00 305,514.00 7,332,336.00 E Besi beton & kawat beton kg K-715 9,900.00 13,186.00 130,541,400.00 R Acuan untuk beton m2 K-710 132.00 152,809.00 20,170,788.00 I Alat Bantu ( set @ 3 alat ) Set M170 2.88 48,937.50 140,940.00 AL

MATERIAL 173,425,464.00









BETON BERTULANG KLAS K 225 ( Tinggi s/d 4 Meter )

( MENGGUNAKAN ALAT PENGADUK BETON 125 LITER ) K - 725 C



PROSES : ANGGAPAN : 1. Pemasok mengirim material 1. Bahan-bahan dasar dikirim ke lokasi pekerjaan oleh pemasok 2. Beton diaduk di lokasi pekerjaan 2. Dipakai agregat pecah dan tersaring yang termurah 3. Beton di Cor dan digetarkan sampai padat 3. Dicor 11,0 m3/hari dengan 48 adukan/6 jam/hari


P E K E R J A JML




PEKERJA 2,349,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )


MATERIAL 22,713,276.00













PROSES : ANGGAPAN : 1. Pemasok mengirim material 1. Bahan-bahan dasar dikirim ke lokasi pekerjaan oleh pemasok 2. Beton diaduk di lokasi pekerjaan 2. Dipakai agregat pecah dan tersaring yang termurah 3. Beton di Cor dan digetarkan sampai padat 3. Di Cor 11,0 m3/hari dengan 48 adukan/6 jam/hari


P E K E R J A JML




PEKERJA 2,349,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )


MATERIAL 25,269,734.70









PASANGAN BATU DENGAN SIAR (PAS. BATU BATA) 1 semen : 4 pasir




PROSES : ANGGAPAN :1. Material ditimbun di lokasi pekerjaan oleh pemasok 1. Dilakukan untuk pekerjaan drainase, bak kontrol2. Pekerja membawa batu bata ke tempat 2. Material-material dikirim ke tempat pekerjaan oleh pemasok

tukang batu 3. Tidak termasuk galian / timbunan.3. Tukang batu memasang batu bata dengan 4. Biaya alat bantu tambahan sudah termasuk biaya kira-kira ekivalen adukan pasir semen dari bambu atau pipa pvc untuk lubang drainase.

4. Penyelesaian dan perapian dengan plesteran 5. Perbandingan volume adonan mortar adalah satu bagian semen atau siaran setelah pemasangan terhadap empat bagian pasir

6. Perbandingan volume pasangan batu dengan siar adalah dua bagian batu bata terhadap satu bagian adonan mortar.

P E K E R J A JML HARI KODE

TOTAL VOL UPAH BIAYA SUB TOTALOrg (Org-hari) (Rp./org/hari) ( Rp. ) ( Rp. )

P Kepala tukang 1 1 L073 1.00 42,500.00 42,500.00 E Tukang 4 1 L079 4.00 35,000.00 140,000.00 K Buruh tak terampil 12 1 L101 12.00 26,000.00 312,000.00 ERJA

PEKERJA 494,500.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Batu bata bj M188 2,500.00 450.00 1,125,000.00 A Agregat halus / pasir bersih m3 M041 1.50 90,000.00 135,000.00 T Semen Kg M080 400.00 1,380.00 552,000.00 E Alat bantu (set @ 3 alat) set M170 0.75 39,560.00 29,670.00 RIAL

MATERIAL 1,841,670.00




P Water Pump ( Ø 5 cm ) 1 1 E341 2.00 15,059.00 30,118.00 ERALATAN





PERBAIKAN LUBANG JALAN ASPAL




PROSES : ANGGAPAN :1. Digali persegi sampai dasar yang mantap 1. Kedalaman rata-rata 10 cm2. Mengganti bahan LPA dan padatkan 2. Material dikirim ke lokasi oleh pemasok3. Sapu bersih permukaan 3. Rata-rata hasil kerja kelompok 35 m2/Minggu4. Dilapis Prime/resap dan ditutup lapis 4. Umur alat bantu rata-rata 1 bulan/orang/set @ 3 alat permukaan baru

P E K E R J A JML



P Mandor 1 1 L061 1.00 46,000.00 46,000.00 E Sopir terampil 1 1 L091 1.00 45,000.00 45,000.00 K Pembantu sopir 1 1 L093 1.00 35,000.00 35,000.00 E Buruh tak terampil 8 1 L101 8.00 26,000.00 208,000.00 R Buruh terampil 2 1 L106 2.00 29,000.00 58,000.00 JA

PEKERJA 392,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Kerikil pecah tersaring m3 K017 4.00 305,514.00 1,222,056.00 A Pasir ayak utk beton m3 M041 0.50 90,000.00 45,000.00 T Aspal kg M061 105.00 10,440.00 1,096,200.00 E Minyak bakar ltr M065 10.00 4,000.00 23,520.00 R Alat bantu (set @ 3 alat) set M170 0.32 73,500.00 23,520.00 IAL

MATERIAL 2,410,296.00




P Vibrator Roller 1 Ton 1 1 E087 5.00 46,738.00 233,690.00 E Asphalt Sprayer Towed 350 L 1 1 E153 5.00 27,003.00 135,015.00 R Dump Truck, 3,5 ton 1 1 E211 5.00 149,739.00 748,695.00 ALATAN





PERBAIKAN AMBLES JALAN ASPAL




PROSES : ANGGAPAN :1. Digali persegi sampai dasar yang mantap 1. Kedalaman rata-rata 10 cm2. Mengganti bahan LPA dan padatkan 2. Material dikirim kelokasi oleh pemasok3. Sapu bersih permukaan 3. Rata-rata hasil kerja kelompok 35 m2/Hari4. Dilapis Prime/resap dan ditutup lapis 4. Umur alat bantu rata-rata 1 bulan/orang/set @ 3 alat

permukaan baru

P E K E R J A JML



P Mandor 1 1 L061 1.00 46,000.00 46,000.00 E Sopir terampil 1 1 L091 1.00 45,000.00 45,000.00 K Pembantu sopir 1 1 L093 1.00 35,000.00 35,000.00 E Buruh tak terampil 8 1 L101 8.00 26,000.00 208,000.00 R Buruh terampil 2 1 L106 2.00 29,000.00 58,000.00 JA

PEKERJA 392,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Kerikil pecah tersaring m3 K017 7.20 305,514.00 2,199,700.80 A Pasir ayak utk beton m3 M041 0.80 90,000.00 72,000.00 T Aspal kg M061 122.00 10,440.00 1,273,680.00 E Minyak bakar ltr M065 15.00 4,000.00 23,520.00 R Alat bantu (set @ 3 alat) set M170 0.32 73,500.00 23,520.00 IAL

MATERIAL 3,592,420.80




P Vibrator Roller 1 Ton 1 1 E087 5.00 46,738.00 233,690.00 E Asphalt Sprayer Towed 350 L 1 1 E153 5.00 27,003.00 135,015.00 R Dump Truck, 3,5 ton 1 1 E211 5.00 149,739.00 748,695.00 A Plate Vibrator Tamper 1 1 E088 5.00 23,010.00 115,050.00 LATAN





BRONJONG / PENAHAN




PROSES : ANGGAPAN :1. Gali sampai pada permukaan yang akan ditimbun. 1. Batu dikirim ke lokasi oleh pemasok2. Pasang anyaman kawat bronjong 2. Volume per Unit Bronjong 1 m3 uk. 0,5 x 1 x 23. Isi dengan batu belah4. Ikat keranjang anyaman dengan kawat pengikat5. Susun, Timbun dan padatkan.

P E K E R J A JML




PEKERJA 1,914,000.00

M A T E R I A L


(Rp./Unit) ( Rp. ) ( Rp. )

M Batu Gunung / Quarry m3 M.010 25.00 100,000.00 2,500,000.00 A Kawat Beronjong kg M.168.A 375.00 14,400.00 5,400,000.00 T Kawat Pengikat kg M.A68 5.00 15,600.00 78,000.00 E Alat Bantu ( set @ 3 alat ) set M180 3.00 638,000.00 1,914,000.00 RIAL

MATERIAL 9,892,000.00




PERALATAN


VOLUME 25 SATUAN M3 HARGA SATUAN 472,240.00 PER M3PEMBULATAN 472,240.00 PER M3


BENANGAN 1 : 2 (MENGGUNAKAN BURUH) MOD-001



PROSES : ANGGAPAN :1 Material pasir diayak 1 Material pasir didatangkan pemasok ke lokasi proyek2 Campuran / spesi harus homogen 2 Menggunakan tenaga manusia perbandingan : 1PC : 2 pasir ayak 3 Pek. benangan dilakukan pada tepi sudut dari pas. batu 3 Tebal plester rata 1 cm4 Tukang batu melakukan pek. benangan pada

sudut dari bagian pas. batu5 Saat cuaca panas dilakukan penyiraman

secara periodik

P E K E R J A JML



P Mandor 0.002 1 L.061 0.00 46,000.00 92.00 E Kepala tukang 0.03352941 1 L.073 0.03 42,500.00 1,425.00 K Tukang 0.038 1 L.079 0.04 35,000.00 1,330.00 E Buruh tak terampil 0.057 1 L.101 0.06 26,000.00 1,482.00 RJA

PEKERJA 4,329.00

M A T E R I A L JML


Material (Rp./Unit) ( Rp. ) ( Rp. )

M S e m e n 0.500 Kg M080 0.500 1,380.00 690.00 A Pasir Ayak 0.002 m3 M041 0.002 90,000.00 180.00 TERIAL

MATERIAL 870.00




PERALATAN


VOLUME 1 SATUAN M' A HARGA SATUAN 5,199.00 PER M'

B PEMBULATAN 5,199.00 PER M'


PASANGAN BATU BATA DENGAN SIAR (PAS. BATU 1 BATA ROLLAG) 1PC : 4PSR

(MENGGUNAKAN BURUH) MOD-002



PROSES : ANGGAPAN :1 Material ditimbun di lokasi pekerjaan oleh 1 Dilakukan untuk pekerjaan cincing dari pasangan gorong-gorong

pemasok 2 Material-material dikirim ke tempat pekerjaan oleh pemasok 2 Pekerja membawa batu bata ke tempat 3 Tidak termasuk galian/timbunan.

tukang batu 4 Biaya alat bantu tambahan sudah termasuk biaya kira-kira ekivalen 3 Tukang batu memasang batu bata dengan dari bambu atau pipa pvc untuk lubang drainase. adukan pasir semen 5 Perbandingan volume adonan mortar adalah satu bagian semen 4 Penyelesaian dan perapian dengan terhadap empat bagian pasir

plesteran setelah pemasangan 6 Perbandingan volume pasangan batu dengan siar adalah dua bagian batu bata terhadap satu bagian adonan mortar.

P E K E R J A JML HARI KODE TOTAL VOL UPAH BIAYA SUB TOTALOrg (/Sat. Unit) (Org-hari) (Rp./org/hari) ( Rp. ) ( Rp. )

P Mandor 0.030 1 L.061 0.030 46,000.00 1,380.00 E Kepala tukang 0.020 1 L.073 0.020 42,500.00 850.00 K Tukang 0.200 1 L.079 0.200 35,000.00 7,000.00 E Buruh tak terampil 0.650 1 L.101 0.650 26,000.00 16,900.00

R

J

A

PEKERJA 26,130.00

M A T E R I A L JML



M Semen 26.55 Kg M080 26.550 1,380.00 36,639.00 A Pasir pasang 0.093 m3 M.041 0.093 90,000.00 8,370.00 T Batu merah 140.000 bh M188 140.000 450.00 63,000.00 ERIAL

MATERIAL 108,009.00




PERALATAN





PASANGAN PIPA BETON (GORONG-GORONG) DIA. 500 MM




PROSES : ANGGAPAN : 1. Gali parit lebar 0.8 M dan dalam 0,8 m 1 Menggunakan tenaga manusia ( tidak termasuk dinding kepala ) m dibawah elevasi subgrade 2 Pipa beton pracetak tdk bertulang beli setempat, 8 M dipasang 4 hari

2. Supplai pipa ke lokasi pekerjaan 3 Beton K125 digunakan untuk alas dan selubung pipa gorong-gorong 3. Letakkan pipa pada alas parit 4 Material diangkut ke lokasi pekerjaan oleh pemasok 4. Urug kembali dgn beton sekeliling 5 Tidak termasuk penggalian dan pemadatan ulang perkerasan yang ada pipa sampai elevasi subgrade



P Mandor 0.019 1 L.061 0.019 46,000.00 874.00 E Kepala tukang 0.019 1 L.073 0.019 42,500.00 807.50 K Tukang 0.190 1 L.079 0.190 35,000.00 6,650.00 E Buruh tak terampil 0.380 1 L.101 0.380 26,000.00 9,880.00

R

J

A

PEKERJA 18,211.50

M A T E R I A L JML



M Semen 10.3 Kg M080 10.300 1,380.00 14,214.00 A Pasir pasang 0.061 m3 M.041 0.061 90,000.00 5,490.00 T Batu merah 30.000 bh M188 30.000 450.00 13,500.00 E Pasir Urug 0.069 m3 M.040 0.069 75,000.00 5,175.00 R Buis Beton/Gorong2 dia. 50 cm 1.100 m' M188 1.100 74,400.00 81,840.00 IAL

MATERIAL 120,219.00




PERALATAN


VOLUME 1 SATUAN M' A HARGA SATUAN 138,430.50 PER M'

B PEMBULATAN 138,430.00 PER M'


PASANGAN BATU BATA DENGAN SIAR (PAS. BATU 1/2 BATA) 1 semen : 4 pasir





pemasok 2 Material-material dikirim ke tempat pekerjaan oleh pemasok 2 Pekerja membawa batu bata ke tempat 3 Tidak termasuk galian/timbunan.

tukang batu 4 Biaya alat bantu tambahan sudah termasuk biaya kira-kira ekivalen 3 Tukang batu memasang batu bata dengan dari bambu atau pipa pvc untuk lubang drainase. adukan pasir semen 5 Perbandingan volume adonan mortar adalah satu bagian semen 4 Penyelesaian dan perapian dengan terhadap empat bagian pasir

plesteran setelah pemasangan 6 Perbandingan volume pasangan batu dengan siar adalah dua bagian batu bata terhadap satu bagian adonan mortar.



R

J

A

PEKERJA 12,935.00

M A T E R I A L JML



M Semen 11.5 Kg M080 11.500 1,380.00 15,870.00 A Pasir pasang 0.043 m3 M.041 0.043 90,000.00 3,870.00 T Batu merah 70.000 bh M188 70.000 450.00 31,500.00 ERIAL

MATERIAL 51,240.00




PERALATAN





PAS. JLN./PARKIR KENDARAAN PAVING STONE (WARNA/NATURAL:8/10 cm)





pemasok 2 Material-material dikirim ke tempat pekerjaan oleh pemasok 2 Pekerja membawa paving stone ke tempat 3 Tidak termasuk galian/timbunan.

tukang batu 3 Tukang batu memasang paving stone dengan adukan pasir semen 4 Penyelesaian dan perapian dengan

plesteran setelah pemasangan



R

J

A

PEKERJA 9,171.00

M A T E R I A L JML



M Paving Stone 8/10 cm 1 m2 - 1.000 65,400.00 65,400.00 A Pasir Urug 0.001 m3 M.040 0.001 75,000.00 75.00 TERIAL

MATERIAL 65,475.00




PERALATAN





PASANGAN BUIS BETON (TIPE U-20) DIA. 200 MM




PROSES : ANGGAPAN : 1. Gali parit lebar 0.8 M dan dalam 0,8 m 1 Menggunakan tenaga manusia ( tidak termasuk dinding kepala ) m dibawah elevasi subgrade 2 Pipa beton pracetak tdk bertulang beli setempat, 8 M dipasang 4 hari

2. Supplai pipa ke lokasi pekerjaan 3 Beton K125 digunakan untuk alas dan selubung pipa gorong-gorong 3. Letakkan pipa pada alas parit 4 Material diangkut ke lokasi pekerjaan oleh pemasok 4. Urug kembali dgn beton sekeliling 5 Tidak termasuk penggalian dan pemadatan ulang perkerasan yang ada pipa sampai elevasi subgrade




R

J

A

PEKERJA 6,709.50

M A T E R I A L JML



M Semen 3.92 40 Kg M080 3.920 1,380.00 5,409.60 A Pasir pasang 0.056 m3 M.041 0.056 90,000.00 5,040.00 T Batu merah 20.000 bh M188 20.000 450.00 9,000.00 E Pasir Urug 0.024 m3 M.040 0.024 75,000.00 1,800.00 R Buis Beton U-20 cm 1.100 m' M188 1.100 22,800.00 25,080.00 IAL

MATERIAL 46,329.60




PERALATAN


VOLUME 1 SATUAN M' A HARGA SATUAN 53,039.10 PER M2


1 DINAS BINA MARGA & CIPTA KARYA BIAYA ALAT UNTUK PERHITUNGAN K O D E

KABUPATEN BONDOWOSO ANALISA BIAYA PEKERJAAN E 001

'PROPINSI KODE KABUPATEN KODE DISIAPKAN TANGGAL

Jawa Timur Bondowoso Pebruari 2009

JENIS ALAT : BULLDOZER TENAGA : 100 HP

H A R G A : Rp 800,000,000.00

UMUR KERJA : 2 Tahun : 2,400.00 Jam

1 Tahun : 300.00 Hari Kerja

atau 1 Hari : 4.00 Jam Kerja FAKTOR (CRF) = 0.20483

A. BIAYA PEMILIKAN ( OWNERSHIP COST) : ( Rp. / Jam )

1. Depresi : 0.9 x 800,000,000.00 x 0.20483 = Rp. 122,898.00

1,200.00 Rp. 122,898.00 (*)

2. Lain-lain :

Asuransi 3 % / Thn + PPN 10 % : 800,000,000.00 x 0.033 = Rp. 22,000.00

1,200.00 Rp. 22,000.00 (*)

SUB. TOTAL = Rp. 144,898.00 (**)

B. BIAYA OPERASI ( OPERATING COST ) : ( Rp. / Jam )

Kebutuhan Bahan bakar dan Pelumas tiap HP :

Diesel = 0.160 liter/HP/Jam

Bensin = 0.170 liter/HP/Jam

Pelumas = 0.006 liter/HP/Jam

Harga : Solar / Minyak Diesel = Rp 4,500.00 / liter

Bensin = Rp 4,500.00 / liter

Pelumas = Rp 30,000.00 / liter

Bahan bakar = 0.16 x 100 x Rp. 4,500.00 = Rp. 72,000.00

Pelumas = 0.006 x 100 x Rp. 30,000.00 = Rp. 18,000.00

Perbaikan & Spareparts = 0.6 x 122,898.00 = Rp. 73,738.80

( 60 % x Depresiasi ) =

= Rp. 163,738.80

Bulat = Rp. 163,738.00

C TOTAL BIAYA PEMILIKAN DAN BIAYA OPERASI ALAT :

A + B = Rp 144,898.00 + 163,738.00 = Rp. 308,636.00 / Jam

Atau = 4.00 x 308,636.00 = Rp. 1,234,544.00 / Hari





JENIS ALAT : MOTOR GRADER TENAGA : 115 HP

H A R G A : Rp 1,100,000,000.00





1. Depresi : 0.9 x 1,100,000,000.00 x 0.20483 = Rp. 135,187.80

1,500.00 Rp. 135,187.00 (*)

2. Lain-lain :

Asuransi 3 % / Thn + PPN 10 % : 1,100,000,000.00 x 0.033 = Rp. 24,200.00

1,500.00 Rp. 24,200.00 (*)

SUB. TOTAL = Rp. 159,387.00 (**)






Harga : Solar / Minyak Die Diesel = Rp 4,500.00 / liter




Pelumas = 0.006 x 115 x Rp. 30,000.00 = Rp. 20,700.00



= Rp. 184,613.20

Bulat = Rp. 184,613.00


A + B = Rp 159,387.00 + 184,613.00 = Rp. 344,000.00 / Jam

Atau = 5.00 x 344,000.00 = Rp. 1,720,000.00 / Hari





JENIS ALAT : HYDRAULIC ECAVATOR 1,3 M3 TENAGA : 90 HP

H A R G A : Rp 1,000,000,000.00





1. Depresi : 0.9 x 1,000,000,000.00 x 0.20483 = Rp. 122,898.00

1,500.00 Rp. 122,898.00 (*)

2. Lain-lain :


1,500.00 Rp. 22,000.00 (*)

SUB. TOTAL = Rp. 144,898.00 (**)










Pelumas = 0.006 x 90 x Rp. 30,000.00 = Rp. 16,200.00



= Rp. 154,738.80

Bulat = Rp. 154,738.00


A + B = Rp 144,898.00 + 154,738.00 = Rp. 299,636.00 / Jam

Atau = 5.00 x 299,636.00 = Rp. 1,498,180.00 / Hari





JENIS ALAT : CRUSHER 30 TON / JAM TENAGA : 140 HP

H A R G A : Rp 1,750,000,000.00





1. Depresi : 0.9 x 1,750,000,000.00 x 0.18062 = Rp. 189,651.00

1,500.00 Rp. 189,651.00 (*)

2. Lain-lain :


1,500.00 Rp. 38,500.00 (*)

SUB. TOTAL = Rp. 228,151.00 (**)










Pelumas = 0.006 x 140 x Rp. 30,000.00 = Rp. 25,200.00



= Rp. 239,790.60

Bulat = Rp. 239,790.00


A + B = Rp 228,151.00 + 239,790.00 = Rp. 467,941.00 / Jam

Atau = 5.00 x 467,941.00 = Rp. 2,339,705.00 / Hari





JENIS ALAT : WHEEL LOADER TENAGA : 115 HP

H A R G A : Rp 1,250,000,000.00





1. Depresi : 0.9 x 1,250,000,000.00 x 0.20483 = Rp. 153,622.50

1,500.00 Rp. 153,622.00 (*)

2. Lain-lain :


1,500.00 Rp. 27,500.00 (*)

SUB. TOTAL = Rp. 181,122.00 (**)










Pelumas = 0.006 x 115 x Rp. 30,000.00 = Rp. 20,700.00



= Rp. 195,673.20

Bulat = Rp. 195,673.00


A + B = Rp 181,122.00 + 195,673.00 = Rp. 376,795.00 / Jam

Atau = 5.00 x 376,795.00 = Rp. 1,883,975.00 / Hari





JENIS ALAT : THREE WHELL ROLLER 8-10 TON TENAGA : 51 HP

H A R G A : Rp 250,000,000.00





1. Depresi : 0.9 x 250,000,000.00 x 0.18062 = Rp. 27,093.00

1,500.00 Rp. 27,093.00 (*)

2. Lain-lain :


1,500.00 Rp. 5,500.00 (*)

SUB. TOTAL = Rp. 32,593.00 (**)










Pelumas = 0.006 x 51 x Rp. 30,000.00 = Rp. 9,180.00



= Rp. 62,155.80

Bulat = Rp. 62,155.00


A + B = Rp 32,593.00 + 62,155.00 = Rp. 94,748.00 / Jam

Atau = 5.00 x 94,748.00 = Rp. 473,740.00 / Hari





JENIS ALAT : TANDEM ROLLER 6-10 TON TENAGA : 40 HP

H A R G A : Rp 475,000,000.00





1. Depresi : 0.9 x 475,000,000.00 x 0.18062 = Rp. 51,476.70

1,500.00 Rp. 51,476.00 (*)

2. Lain-lain :


1,500.00 Rp. 10,450.00 (*)

SUB. TOTAL = Rp. 61,926.00 (**)










Pelumas = 0.006 x 40 x Rp. 30,000.00 = Rp. 7,200.00



= Rp. 66,885.60

Bulat = Rp. 66,885.00


A + B = Rp 61,926.00 + 66,885.00 = Rp. 128,811.00 / Jam

Atau = 5.00 x 128,811.00 = Rp. 644,055.00 / Hari





JENIS ALAT : PNEUMATIC ROLLER 8-15 TON TENAGA : 95 HP

H A R G A : Rp 600,000,000.00





1. Depresi : 0.9 x 600,000,000.00 x 0.18062 = Rp. 65,023.20

1,500.00 Rp. 65,023.00 (*)

2. Lain-lain :


1,500.00 Rp. 13,200.00 (*)

SUB. TOTAL = Rp. 78,223.00 (**)










Pelumas = 0.006 x 95 x Rp. 30,000.00 = Rp. 17,100.00



= Rp. 124,513.80

Bulat = Rp. 124,513.00


A + B = Rp 78,223.00 + 124,513.00 = Rp. 202,736.00 / Jam

Atau = 5.00 x 202,736.00 = Rp. 1,013,680.00 / Hari





JENIS ALAT : VIBRATOR ROLLER 1 TON TENAGA : 7 HP

H A R G A : Rp 125,000,000.00





1. Depresi : 0.9 x 125,000,000.00 x 0.24668 = Rp. 23,126.25

1,200.00 Rp. 23,126.00 (*)

2. Lain-lain :


1,200.00 Rp. 3,437.00 (*)

SUB. TOTAL = Rp. 26,563.00 (**)










Pelumas = 0.006 x 7 x Rp. 30,000.00 = Rp. 1,260.00



= Rp. 20,175.60

Bulat = Rp. 20,175.00


A + B = Rp 26,563.00 + 20,175.00 = Rp. 46,738.00 / Jam

Atau = 4.00 x 46,738.00 = Rp. 186,952.00 / Hari





JENIS ALAT : PLATE VIBRATOR TAMPER TENAGA : 4 HP

H A R G A : Rp 60,000,000.00





1. Depresi : 0.9 x 60,000,000.00 x 0.24668 = Rp. 11,100.60

1,200.00 Rp. 11,100.00 (*)

2. Lain-lain :


1,200.00 Rp. 1,650.00 (*)

SUB. TOTAL = Rp. 12,750.00 (**)










Pelumas = 0.006 x 4 x Rp. 30,000.00 = Rp. 720.00



= Rp. 10,260.00

Bulat = Rp. 10,260.00


A + B = Rp 12,750.00 + 10,260.00 = Rp. 23,010.00 / Jam

Atau = 4.00 x 23,010.00 = Rp. 92,040.00 / Hari





JENIS ALAT : CONCRETE VIBRATOR TENAGA : 4 HP

H A R G A : Rp 20,000,000.00





1. Depresi : 0.9 x 20,000,000.00 x 0.28085 = Rp. 8,425.50

600.00 Rp. 8,425.00 (*)

2. Lain-lain :


600.00 Rp. 1,100.00 (*)

SUB. TOTAL = Rp. 9,525.00 (**)










Pelumas = 0.006 x 4 x Rp. 30,000.00 = Rp. 720.00



= Rp. 8,656.00

Bulat = Rp. 8,656.00


A + B = Rp 9,525.00 + 8,656.00 = Rp. 18,181.00 / Jam

Atau = 2.00 x 18,181.00 = Rp. 36,362.00 / Hari





JENIS ALAT : ASPHALT SPRAYER TOWED 350 L TENAGA : 7 HP

H A R G A : Rp 40,000,000.00





1. Depresi : 0.9 x 40,000,000.00 x 0.24668 = Rp. 11,840.64

750.00 Rp. 11,840.00 (*)

2. Lain-lain :


750.00 Rp. 1,760.00 (*)

SUB. TOTAL = Rp. 13,600.00 (**)










Pelumas = 0.006 x 7 x Rp. 30,000.00 = Rp. 1,260.00



= Rp. 13,403.00

Bulat = Rp. 13,403.00


A + B = Rp 13,600.00 + 13,403.00 = Rp. 27,003.00 / Jam

Atau = 2.50 x 27,003.00 = Rp. 67,507.50 / Hari





JENIS ALAT : ASPHALT MIXING PLANT 30 T/H TENAGA : 125 HP

H A R G A : Rp 12,000,000,000.00





1. Depresi : 0.9 x 12,000,000,000.00 x 0.18062 = Rp. 1,625,580.00

1,200.00 Rp. 1,625,580.00 (*)

2. Lain-lain :


1,200.00 Rp. 330,000.00 (*)

SUB. TOTAL = Rp. 1,955,580.00 (**)










Pelumas = 0.006 x 125 x Rp. 30,000.00 = Rp. 22,500.00

Perbaikan & Spareparts = 0.6 x 1,625,580.00 = Rp. 975,348.00


= Rp. 1,087,848.00

Bulat = Rp. 1,087,848.00


A + B = Rp 1,955,580.00 + 1,087,848.00 = Rp. 3,043,428.00 / Jam

Atau = 4.00 x 3,043,428.00 = Rp. 12,173,712.00 / Hari





JENIS ALAT : ASPHALT FINISHER TENAGA : 30 HP

H A R G A : Rp 925,000,000.00





1. Depresi : 0.9 x 925,000,000.00 x 0.2226 = Rp. 154,428.75

1,200.00 Rp. 154,428.00 (*)

2. Lain-lain :


1,200.00 Rp. 25,437.00 (*)

SUB. TOTAL = Rp. 179,865.00 (**)










Pelumas = 0.006 x 30 x Rp. 30,000.00 = Rp. 5,400.00



= Rp. 119,656.80

Bulat = Rp. 119,656.00


A + B = Rp 179,865.00 + 119,656.00 = Rp. 299,521.00 / Jam

Atau = 4.00 x 299,521.00 = Rp. 1,198,084.00 / Hari





JENIS ALAT : WATER TANK TRUCK TENAGA : 115 HP

H A R G A : Rp 125,000,000.00





1. Depresi : 0.9 x 125,000,000.00 x 0.24668 = Rp. 18,501.00

1,500.00 Rp. 18,501.00 (*)

2. Lain-lain :


1,500.00 Rp. 2,750.00 (*)

SUB. TOTAL = Rp. 21,251.00 (**)










Pelumas = 0.006 x 115 x Rp. 30,000.00 = Rp. 20,700.00



= Rp. 114,600.60

Bulat = Rp. 114,600.00


A + B = Rp 21,251.00 + 114,600.00 = Rp. 135,851.00 / Jam

Atau = 5.00 x 135,851.00 = Rp. 679,255.00 / Hari





JENIS ALAT : DUMP TRUCK 3,5 TON TENAGA : 106 HP

H A R G A : Rp 210,000,000.00





1. Depresi : 0.9 x 210,000,000.00 x 0.24668 = Rp. 31,081.68

1,500.00 Rp. 31,081.00 (*)

2. Lain-lain :


1,500.00 Rp. 4,620.00 (*)

SUB. TOTAL = Rp. 35,701.00 (**)










Pelumas = 0.006 x 106 x Rp. 30,000.00 = Rp. 19,080.00



= Rp. 114,038.60

Bulat = Rp. 114,038.00


A + B = Rp 35,701.00 + 114,038.00 = Rp. 149,739.00 / Jam

Atau = 5.00 x 149,739.00 = Rp. 748,695.00 / Hari





JENIS ALAT : DUMP TRUCK 5,0 TON TENAGA : 145 HP

H A R G A : Rp 225,000,000.00





1. Depresi : 0.9 x 225,000,000.00 x 0.24668 = Rp. 33,301.80

1,500.00 Rp. 33,301.00 (*)

2. Lain-lain :


1,500.00 Rp. 4,950.00 (*)

SUB. TOTAL = Rp. 38,251.00 (**)










Pelumas = 0.006 x 145 x Rp. 30,000.00 = Rp. 26,100.00



= Rp. 150,480.60

Bulat = Rp. 150,480.00


A + B = Rp 38,251.00 + 150,480.00 = Rp. 188,731.00 / Jam

Atau = 5.00 x 188,731.00 = Rp. 943,655.00 / Hari





JENIS ALAT : FLAT BED TRUCK 4,0 TON TENAGA : 80 HP

H A R G A : Rp 210,000,000.00





1. Depresi : 0.9 x 210,000,000.00 x 0.24668 = Rp. 31,081.68

1,500.00 Rp. 31,081.00 (*)

2. Lain-lain :


1,500.00 Rp. 4,620.00 (*)

SUB. TOTAL = Rp. 35,701.00 (**)










Pelumas = 0.006 x 80 x Rp. 30,000.00 = Rp. 14,400.00



= Rp. 90,648.60

Bulat = Rp. 90,648.00


A + B = Rp 35,701.00 + 90,648.00 = Rp. 126,349.00 / Jam

Atau = 5.00 x 126,349.00 = Rp. 631,745.00 / Hari





JENIS ALAT : CONCRETE MIXER 250 L TENAGA : 10 HP

H A R G A : Rp 67,550,000.00





1. Depresi : 0.9 x 67,550,000.00 x 0.28085 = Rp. 11,382.85

1,500.00 Rp. 11,382.00 (*)

2. Lain-lain :


1,500.00 Rp. 1,486.00 (*)

SUB. TOTAL = Rp. 12,868.00 (**)










Pelumas = 0.006 x 10 x Rp. 30,000.00 = Rp. 1,800.00



= Rp. 15,828.20

Bulat = Rp. 15,828.00


A + B = Rp 12,868.00 + 15,828.00 = Rp. 28,696.00 / Jam

Atau = 5.00 x 28,696.00 = Rp. 143,480.00 / Hari





JENIS ALAT : AIR COMPRESSOR TENAGA : 20 HP

H A R G A : Rp 121,400,000.00





1. Depresi : 0.9 x 121,400,000.00 x 0.20483 = Rp. 29,839.63

750.00 Rp. 29,839.00 (*)

2. Lain-lain :


750.00 Rp. 5,341.00 (*)

SUB. TOTAL = Rp. 35,180.00 (**)










Pelumas = 0.006 x 20 x Rp. 30,000.00 = Rp. 3,600.00



= Rp. 35,903.40

Bulat = Rp. 35,903.00


A + B = Rp 35,180.00 + 35,903.00 = Rp. 71,083.00 / Jam

Atau = 2.50 x 71,083.00 = Rp. 177,707.50 / Hari





JENIS ALAT : WATER PUMP DIA. 5 CM. TENAGA : 8 HP

H A R G A : Rp 11,512,000.00





1. Depresi : 0.9 x 11,512,000.00 x 0.33271 = Rp. 4,596.19

750.00 Rp. 4,596.00 (*)

2. Lain-lain :

Asuransi 3 % / Thn + PPN 10 % : 11,512,000.00 x 0.033 = Rp. 506.53

750.00 Rp. 506.00 (*)

SUB. TOTAL = Rp. 5,102.00 (**)










Pelumas = 0.006 x 8 x Rp. 30,000.00 = Rp. 1,440.00



= Rp. 9,957.60

Bulat = Rp. 9,957.00


A + B = Rp 5,102.00 + 9,957.00 = Rp. 15,059.00 / Jam

Atau = 2.50 x 15,059.00 = Rp. 37,647.50 / Hari

268

DAFTAR ANALISA HARGA SATUAN TAHUN 2010

BIDANG KECIPTAKARYAAN

A. PEKERJAAN PERSIAPAN

1 M' PENGUKURAN (menggunakan theodolite/waterpass) DAN PEMASANGAN BOUWPLANK0.012 Kayu 5/7 Kayu Tahun/bekisting Rp 3,000,000.00 = Rp 36,000.00 0.020 kg Paku biasa 2" - 5" Rp 12,000.00 = Rp 240.00 0.007 Kayu begisting papan 3/20 Rp 3,000,000.00 = Rp 21,000.00 0.100 org/hr Tukang Kayu Rp 42,500.00 = Rp 4,250.00 0.100 org/hr Pekerja Rp 32,500.00 = Rp 3,250.00 0.010 org/hr Kepala tukang Rp 45,000.00 = Rp 450.00 0.005 org/hr Mandor Rp 50,000.00 = Rp 250.00


1 M2 PEMBUATAN GUDANG SEMEN DAN ALAT-ALAT0.024 M3 Kayu tahun Rp 3,000,000.00 = Rp 72,000.00 0.210 M3 Kayu Rp 3,000,000.00 = Rp 630,000.00 0.300 Kg Paku Biasa Rp 12,000.00 = Rp 3,600.00

10.500 Kg Semen Portland Rp 28.13 = Rp 295.31 0.030 M3 Pasir Beton Rp 90,000.00 = Rp 2,700.00 0.050 M3 Koral Beton Rp 187,000.00 = Rp 9,350.00 1.500 Lbr Seng gelombang BJLS 32 Rp 72,000.00 = Rp 108,000.00 2.000 org/hr Tukang Kayu Rp 42,500.00 = Rp 85,000.00 1.000 org/hr Pekerja Rp 32,500.00 = Rp 32,500.00 0.200 org/hr Kepala Tukang Rp 45,000.00 = Rp 9,000.00 0.050 org/hr Mandor Rp 50,000.00 = Rp 2,500.00


1 M2 PEMBUATAN RUMAH JAGA/KONSTRUKSI KAYU0.042 M3 Kayu tahun /dolken kayu Rp 3,000,000.00 = Rp 126,000.00 0.276 M3 Kayu tahun /dolken kayu Rp 3,000,000.00 = Rp 828,000.00 0.700 Kg Paku Biasa Rp 12,000.00 = Rp 8,400.00 1.500 Lbr Seng gelombang BJLS 30 Rp 72,000.00 = Rp 108,000.00 1.500 org/hr Tukang Kayu Rp 42,500.00 = Rp 63,750.00 1.000 org/hr Pekerja Rp 32,500.00 = Rp 32,500.00 0.150 org/hr Kepala Tukang Rp 45,000.00 = Rp 6,750.00 0.050 org/hr Mandor Rp 50,000.00 = Rp 2,500.00


1 M2 MEMBERSIHKAN LAPANGAN DAN PERATAAN ( CUT & FIIL)0.100 org/hr Pekerja Rp 32,500.00 = Rp 3,250.00 0.050 org/hr Mandor Rp 50,000.00 = Rp 2,500.00


1 M2 PEMBUATAN JALAN SEMENTARA0.150 M3 Batu Belah 15/20 Rp 105,000.00 = Rp 15,750.00 0.090 M3 Batu Pecah 4/7 Rp 112,000.00 = Rp 10,080.00 0.010 M3 Pasir Pasang Rp 90,000.00 = Rp 900.00 1.000 org/hr Pekerja Rp 32,500.00 = Rp 32,500.00 0.050 org/hr Mandor Rp 50,000.00 = Rp 2,500.00


1 M3 BONGKARAN DINDING TEMBOK BATU BATA MERAH0.667 org/hr Pekerja Rp 32,500.00 = Rp 21,677.50 0.033 org/hr Mandor Rp 50,000.00 = Rp 1,650.00

Total = Rp 23,327.50

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B. PEKERJAAN TANAH

1 M3 Galian Tanah Biasa0.400 Org/hr Pekerja Rp 32,500.00 = Rp 13,000.000.040 Org/hr Mandor Rp 50,000.00 = Rp 2,000.00

Total = Rp 15,000.00

1 M3 GALIAN TANAH BIASA SEDALAM 1 METER0.400 org/hr Pekerja Rp 32,500.00 = Rp 13,000.00 0.040 org/hr Mandor Rp 50,000.00 = Rp 2,000.00










1 M3 GALIAN TANAH KERAS SEDALAM 1 METER0.625 org/hr Pekerja Rp 32,500.00 = Rp 20,312.50




1 M3 GALIAN TANAH CADAS SEDALAM 1 METER1.250 org/hr Pekerja Rp 32,500.00 = Rp 40,625.00




1 M3 GALIAN TANAH LUMPUR SEDALAM 1 METER0.823 org/hr Pekerja Rp 32,500.00 = Rp 26,747.50




1 M3 PEMBUANGAN TANAH SEJAUH 150 METER0.516 org/hr Pekerja Rp 32,500.00 = Rp 16,770.00 0.050 org/hr Mandor Rp 50,000.00 = Rp 2,500.00


1 M3 URUGAN TANAH KEMBALI0.192 org/hr Pekerja Rp 32,500.00 = Rp 6,240.00 0.019 org/hr Mandor Rp 50,000.00 = Rp 950.00


1 M3 PEMADATAN TANAH0.500 org/hr Pekerja Rp 32,500.00 = Rp 16,250.00

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Dibulatkan = Rp 18,700.00 1 M3 URUGAN PASIR

1.200 Pasir urug Rp 55,000.00 = Rp 66,000.00 0.300 org/hr Pekerja Rp 32,500.00 = Rp 9,750.00 0.010 org/hr Mandor Rp 50,000.00 = Rp 500.00


1 M3 URUGAN SIRTU / TANAH1.200 Sirtu Rp 65,000.00 = Rp 78,000.00 0.250 org/hr Pekerja Rp 32,500.00 = Rp 8,125.00 0.025 org/hr Mandor Rp 50,000.00 = Rp 1,250.00


1 M3 URUGAN TANAH PILIHAN1.200 Tanah urug Rp 50,000.00 = Rp 60,000.00 0.250 org/hr Pekerja Rp 32,500.00 = Rp 8,125.00 0.025 org/hr Mandor Rp 50,000.00 = Rp 1,250.00


1 M2 PEMBUATAN JALAN SEMENTARA, TEBAL 25 CM0.275 Batu belah 15/20 Rp 87,500.00 = Rp 24,062.50 0.030 Kerikil Rp 135,000.00 = Rp 4,050.00 0.050 Pasir urug Rp 55,000.00 = Rp 2,750.00 1.000 org/hr Pekerja Rp 32,500.00 = Rp 32,500.00 0.100 org/hr Mandor Rp 50,000.00 = Rp 5,000.00


C. PEKERJAAN PONDASI

1 M3 AANSTAMPENG (BATU KOSONG) BATU KALI1.200 Batu belah 15/20 Rp 87,500.00 = Rp 105,000.00 0.300 Pasir urug Rp 55,000.00 = Rp 16,500.00 0.780 org/hr Pekerja Rp 32,500.00 = Rp 25,350.00 0.390 org/hr Tukang batu Rp 42,500.00 = Rp 16,575.00 0.039 org/hr Kepala Tukang Rp 45,000.00 = Rp 1,755.00 0.039 org/hr Mandor Rp 50,000.00 = Rp 1,950.00






202.000 kg PC Rp 1,125.00 = Rp 227,250.00 0.485 Pasir pasang Rp 90,000.00 = Rp 43,650.00 1.500 org/hr Pekerja Rp 32,500.00 = Rp 48,750.00 0.600 org/hr Tukang batu Rp 42,500.00 = Rp 25,500.00 0.060 org/hr Kepala Tukang Rp 45,000.00 = Rp 2,700.00

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1 M3 PASANGAN BATU KALI 1 PC : 3 KP : 10 PSR1.100 Batu belah 15/20 Rp 87,500.00 = Rp 96,250.00

61.000 kg PC Rp 1,125.00 = Rp 68,625.00 0.147 Kapur pasang Rp 660,000.00 = Rp 97,020.00 0.492 Pasir pasang Rp 90,000.00 = Rp 44,280.00 1.500 org/hr Pekerja Rp 32,500.00 = Rp 48,750.00 0.600 org/hr Tukang batu Rp 42,500.00 = Rp 25,500.00 0.060 org/hr Kepala Tukang Rp 45,000.00 = Rp 2,700.00 0.075 org/hr Mandor Rp 50,000.00 = Rp 3,750.00


1 M3 PASANG PONDASI SUMURAN, DIAMETER 100 CM0.450 Batu belah 15/20 Rp 87,500.00 = Rp 39,375.00

280.000 kg PC Rp 1,125.00 = Rp 315,000.00 0.450 Pasir beton Rp 90,000.00 = Rp 40,500.00 0.670 Koral beton Rp 187,000.00 = Rp 125,290.00 2.380 org/hr Pekerja Rp 32,500.00 = Rp 77,350.00 0.300 org/hr Tukang batu Rp 42,500.00 = Rp 12,750.00 0.030 org/hr Kepala Tukang Rp 45,000.00 = Rp 1,350.00 0.080 org/hr Mandor Rp 50,000.00 = Rp 4,000.00



60.500 kg PC Rp 1,380.00 = Rp 83,490.00 45.000 kg Besi beton Rp 10,800.00 = Rp 486,000.00 0.900 kg Kawat beton Rp 15,600.00 = Rp 14,040.00 0.032 Kayu kaso 5/7 Rp 3,000,000.00 = Rp 96,000.00 0.120 kg Paku Rp 14,400.00 = Rp 1,728.00 0.090 ltr Residu Rp 1,800.00 = Rp 162.00 0.240 kg Plamir tembok Rp 24,000.00 = Rp 5,760.00 1.000 org/hr Pekerja Rp 32,500.00 = Rp 32,500.00 0.670 org/hr Tukang batu Rp 42,500.00 = Rp 28,475.00

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0.067 org/hr Kepala Tukang Rp 45,000.00 = Rp 3,015.00 0.050 org/hr Mandor Rp 50,000.00 = Rp 2,500.00



49.000 kg PC Rp 1,380.00 = Rp 67,620.00 34.500 kg Besi beton Rp 10,800.00 = Rp 372,600.00 0.700 kg Kawat beton Rp 15,600.00 = Rp 10,920.00 0.027 Kayu kaso 5/7 Rp 3,000,000.00 = Rp 81,000.00 0.120 kg Paku Rp 14,400.00 = Rp 1,728.00 0.090 ltr Residu Rp 1,800.00 = Rp 162.00 0.200 kg Plamir tembok Rp 24,000.00 = Rp 4,800.00 0.800 org/hr Pekerja Rp 32,500.00 = Rp 26,000.00 0.500 org/hr Tukang batu Rp 42,500.00 = Rp 21,250.00 0.050 org/hr Kepala Tukang Rp 45,000.00 = Rp 2,250.00 0.040 org/hr Mandor Rp 50,000.00 = Rp 2,000.00


D. PEKERJAAN DINDING1 M2 PASANG BATU MERAH TEBAL 1 BATA 1 PC : 2 PS

140.000 bh Batu merah 5 x 11 x 22 cm Rp 450.00 = Rp 63,000.00 43.500 kg PC Rp 1,125.00 = Rp 48,937.50 0.080 Pasir pasang Rp 90,000.00 = Rp 7,200.00 0.650 org/hr Pekerja Rp 32,500.00 = Rp 21,125.00 0.200 org/hr Tukang batu Rp 42,500.00 = Rp 8,500.00 0.020 org/hr Kepala tukang Rp 45,000.00 = Rp 900.00 0.030 org/hr Mandor Rp 50,000.00 = Rp 1,500.00






1 M2 PASANGAN BATU MERAH TEBAL 1 BATA 1PC : 3KP : 10 PSR140.000 bh Batu merah 5 x 11 x 22 cm Rp 450.00 = Rp 63,000.00 10.080 kg PC Rp 1,125.00 = Rp 11,340.00 0.093 Pasir pasang Rp 90,000.00 = Rp 8,325.00 0.028 Kapur pasang Rp 660,000.00 = Rp 18,150.00 0.650 org/hr Pekerja Rp 32,500.00 = Rp 21,125.00

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0.200 org/hr Tukang batu Rp 42,500.00 = Rp 8,500.00 0.020 org/hr Kepala tukang Rp 45,000.00 = Rp 900.00 0.030 org/hr Mandor Rp 50,000.00 = Rp 1,500.00








1 M2 PASANGAN BATU MERAH TEBAL 1/2 BATA 1 PC : 3KP : 10 PSR70.000 bh Batu merah 5 x 11 x 22 cm Rp 450.00 = Rp 31,500.00 4.500 kg PC Rp 1,125.00 = Rp 5,062.50 0.050 Pasir pasang Rp 90,000.00 = Rp 4,500.00 0.015 Kapur padam Rp 660,000.00 = Rp 9,900.00 0.320 org/hr Pekerja Rp 32,500.00 = Rp 10,400.00 0.100 org/hr Tukang batu Rp 42,500.00 = Rp 4,250.00 0.010 org/hr Kepala tukang Rp 45,000.00 = Rp 450.00 0.015 org/hr Mandor Rp 50,000.00 = Rp 750.00




1 M2 PASANGAN BATU MERAH TEBAL 1/2 BATA 1 KP : 1 SM : 2 PSR70.000 bh Batu merah 5 x 11 x 22 cm Rp 450.00 = Rp 31,500.00 0.014 Semen merah Rp 10,200.00 = Rp 142.80 0.028 Pasir pasang Rp 90,000.00 = Rp 2,520.00

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0.014 Kapur padam Rp 660,000.00 = Rp 9,240.00 0.320 org/hr Pekerja Rp 32,500.00 = Rp 10,400.00 0.100 org/hr Tukang batu Rp 42,500.00 = Rp 4,250.00 0.010 org/hr Kepala tukang Rp 45,000.00 = Rp 450.00 0.015 org/hr Mandor Rp 50,000.00 = Rp 750.00


1 M2 PASANG BATU MERAH KOSONG70.000 bh Batu Merah Rp 450.00 = Rp 31,500.00 0.320 org/hr Pekerja Rp 32,500.00 = Rp 10,400.00 0.100 org/hr Tukang Batu Rp 42,500.00 = Rp 4,250.00 0.010 org/hr Kepala Tukang Rp 45,000.00 = Rp 450.00 0.015 org/hr Mandor Rp 50,000.00 = Rp 750.00


1 M2 PASANG ROSTER / TERAWANG (12 X 11 X 24)36.000 bh Roster / terawang Rp 7,200.00 = Rp 259,200.0012.800 kg PC Rp 1,125.00 = Rp 14,400.000.035 Pasir pasang Rp 90,000.00 = Rp 3,150.000.300 org/hr Pekerja Rp 32,500.00 = Rp 9,750.000.100 org/hr Tukang batu Rp 42,500.00 = Rp 4,250.000.010 org/hr Kepala tukang Rp 45,000.00 = Rp 450.000.015 org/hr Mandor Rp 50,000.00 = Rp 750.00






1 M2 PASANGAN DINDING HOLLOWBLOCK (HB) 1012.500 bh Hollowblock ( HB 10 ) Rp 3,000.00 = Rp 37,500.00 7.500 kg PC Rp 1,125.00 = Rp 8,437.50 0.027 Pasir pasang Rp 90,000.00 = Rp 2,430.00 1.950 kg Besi beton polos Rp 10,800.00 = Rp 21,060.00 0.320 org/hr Pekerja Rp 32,500.00 = Rp 10,400.00

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0.100 org/hr Tukang batu Rp 42,500.00 = Rp 4,250.00 0.010 org/hr Kepala tukang Rp 45,000.00 = Rp 450.00 0.015 org/hr Mandor Rp 50,000.00 = Rp 750.00


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1 M2 PASANG DINDING ANYAMAN BAMBU, RANGKA KAYU KRUING1.500 Bilik bambu Rp 7,200.00 = Rp 10,800.00 0.014 Kayu 5/7 Kruing Rp 5,400,000.00 = Rp 75,600.00 0.012 kg Paku Rp 14,400.00 = Rp 172.80 0.003 List kayu 2/4 Meranti Rp 6,000,000.00 = Rp 18,000.00 0.100 org/hr Pekerja Rp 32,500.00 = Rp 3,250.00 0.050 org/hr Tukang batu Rp 42,500.00 = Rp 2,125.00 0.005 org/hr Kepala tukang Rp 45,000.00 = Rp 225.00 0.002 org/hr Mandor Rp 50,000.00 = Rp 100.00


E. PEKERJAAN PENUTUP LANTAI DAN DINDING1 M2 PASANG LANTAI UBIN PC ABU-ABU UKURAN 30 X 30 CM

11.870 Bh Ubin Abu-abu 30x30 cm Rp 2,760.00 = Rp 32,761.20 10.000 Kg PC Rp 1,125.00 = Rp 11,250.00 0.022 Pasir Pasang Rp 90,000.00 = Rp 1,935.00 0.260 Org/Hari Pekerja Rp 32,500.00 = Rp 8,450.00 0.125 Org/Hari Tukang Batu Rp 42,500.00 = Rp 5,312.50 0.013 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 562.50 0.013 Org/Hari Mandor Rp 50,000.00 = Rp 650.00


1 M2 PASANG LANTAI UBIN PC ABU-ABU UKURAN 20 X 20 CM26.500 Bh Ubin Abu-abu 20x20 cm Rp 840.00 = Rp 22,260.00 10.400 Kg PC Rp 1,125.00 = Rp 11,700.00 0.014 Pasir Pasang Rp 90,000.00 = Rp 1,215.00 0.270 Org/Hari Pekerja Rp 32,500.00 = Rp 8,775.00 0.130 Org/Hari Tukang Batu Rp 42,500.00 = Rp 5,525.00 0.013 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 585.00 0.014 Org/Hari Mandor Rp 50,000.00 = Rp 675.00


1 M2 PASANG LANTAI UBIN GRANITO UKURAN 40 X 40 CM6.930 Bh Ubin Granito uk. 40x40 cm Rp 40,020.00 = Rp 277,338.60 9.800 Kg PC Rp 1,125.00 = Rp 11,025.00 0.022 Pasir Pasang Rp 90,000.00 = Rp 1,935.00 1.300 Kg Semen Warna Rp 10,200.00 = Rp 13,260.00 0.250 Org/Hari Pekerja Rp 32,500.00 = Rp 8,125.00 0.120 Org/Hari Tukang Batu Rp 42,500.00 = Rp 5,100.00 0.012 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 540.00 0.013 Org/Hari Mandor Rp 50,000.00 = Rp 625.00


1 M2 PASANG LANTAI MARMER 40/601.052 m2 Marmer Rp 420,000.00 = Rp 441,840.00



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1 M2 PASANG LANTAI KERAMIK 20/2025.000 bh Keramik Roman / Asia 20x20 cm Rp 1,920.00 = Rp 48,000.00 11.380 Kg PC Rp 1,125.00 = Rp 12,802.50 0.042 M3 Pasir Pasang Rp 90,000.00 = Rp 3,780.00 1.500 Kg Semen Warna Rp 10,200.00 = Rp 15,300.00 0.620 Org/Hari Pekerja Rp 32,500.00 = Rp 20,150.00 0.350 Org/Hari Tukang Batu Rp 42,500.00 = Rp 14,875.00 0.035 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 1,575.00 0.030 Org/Hari Mandor Rp 50,000.00 = Rp 1,500.00


1 M2 PASANG LANTAI KERAMIK 20/2520.000 bh Keramik Str.Mt Roman / Asia 20x25 cm Rp 2,700.00 = Rp 54,000.00 11.380 Kg PC Rp 1,125.00 = Rp 12,802.50 0.042 M3 Pasir Pasang Rp 90,000.00 = Rp 3,780.00 1.500 Kg Semen Warna Rp 10,200.00 = Rp 15,300.00 0.620 Org/Hari Pekerja Rp 32,500.00 = Rp 20,150.00 0.350 Org/Hari Tukang Batu Rp 42,500.00 = Rp 14,875.00 0.035 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 1,575.00 0.030 Org/Hari Mandor Rp 50,000.00 = Rp 1,500.00


1 M2 PASANG LANTAI KERAMIK 30/3012.000 bh Keramik Str/Mt Roman / Asia 30 x 30 cm Rp 3,300.00 = Rp 39,600.00 11.380 Kg PC Rp 1,125.00 = Rp 12,802.50 0.042 M3 Pasir Pasang Rp 90,000.00 = Rp 3,780.00 1.500 Kg Semen Warna Rp 10,200.00 = Rp 15,300.00 0.620 Org/Hari Pekerja Rp 32,500.00 = Rp 20,150.00 0.350 Org/Hari Tukang Batu Rp 42,500.00 = Rp 14,875.00 0.035 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 1,575.00 0.030 Org/Hari Mandor Rp 50,000.00 = Rp 1,500.00


1 M2 PASANG LANTAI KERAMIK 30/3012.000 bh Keramik Str/Mt Hercules 30 x 30 cm Rp 4,380.00 = Rp 52,560.00 11.380 Kg PC Rp 1,125.00 = Rp 12,802.50 0.042 M3 Pasir Pasang Rp 90,000.00 = Rp 3,780.00 1.500 Kg Semen Warna Rp 10,200.00 = Rp 15,300.00 0.620 Org/Hari Pekerja Rp 32,500.00 = Rp 20,150.00 0.350 Org/Hari Tukang Batu Rp 42,500.00 = Rp 14,875.00 0.035 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 1,575.00 0.030 Org/Hari Mandor Rp 50,000.00 = Rp 1,500.00


1 M2 PASANGLANTAI KERAMIK 40/406.250 m2 Keramik 40 x 40 cm Rp 7,020.00 = Rp 43,875.00



1 M2 PASANG TEGEL PORSELIN 11 x 11,PUTIH

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83.000 bh Porselen 11x11 cm Rp 438.00 = Rp 36,354.00 9.300 Kg Semen PC Rp 1,125.00 = Rp 10,462.50 0.018 M3 Pasir pasang Rp 90,000.00 = Rp 1,620.00 1.500 Kg Semen warna Rp 10,200.00 = Rp 15,300.00 0.620 Org/Hari Pekerja Rp 32,500.00 = Rp 20,150.00 0.500 Org/Hari Tukang Batu Rp 42,500.00 = Rp 21,250.00 0.050 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 2,250.00 0.030 Org/Hari Mandor Rp 50,000.00 = Rp 1,500.00


1 M2 PASANG TEGEL PORSELIN 11 x 11,WARNA83.000 bh Porselen 11x11 cm Rp 516.00 = Rp 42,828.00 9.300 Kg Semen PC Rp 1,125.00 = Rp 10,462.50 0.018 M3 Pasir pasang Rp 90,000.00 = Rp 1,620.00 1.500 Kg Semen warna Rp 10,200.00 = Rp 15,300.00 0.620 Org/Hari Pekerja Rp 32,500.00 = Rp 20,150.00 0.500 Org/Hari Tukang Batu Rp 42,500.00 = Rp 21,250.00 0.050 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 2,250.00 0.030 Org/Hari Mandor Rp 50,000.00 = Rp 1,500.00


1 bh PASANG MOZAIK TEMPEL 30 X301.000 Bh Mozaik relief 30 x 30 Rp 96,000.00 = Rp 96,000.00 1.250 Kg PC Rp 1,125.00 = Rp 1,406.25 0.005 M3 Pasir Pasang Rp 90,000.00 = Rp 450.00 0.068 Org/Hari Pekerja Rp 32,500.00 = Rp 2,210.00 0.040 Org/Hari Tukang Batu Rp 42,500.00 = Rp 1,700.00 0.004 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 175.00 0.003 Org/Hari Mandor Rp 50,000.00 = Rp 166.67


1 M2 PASANG LANTAI KARPET 1.050 m2 Carpet Rp 60,000.00 = Rp 63,000.00 0.350 Kg Lem Vinyl Rp 11,400.00 = Rp 3,990.00 0.170 Org/Hari Pekerja Rp 32,500.00 = Rp 5,525.00 0.170 Org/Hari Tukang Batu Rp 42,500.00 = Rp 7,225.00 0.017 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 765.00 0.009 Org/Hari Mandor Rp 50,000.00 = Rp 425.00


1 M2 PASANG DINDING KERAMIK 20 X 20 CM25.000 Bh Keramik 20x20 cm Rp 1,920.00 = Rp 48,000.00 9.300 Kg Semen abu-abu Rp 1,125.00 = Rp 10,462.50 0.018 M3 Pasir pasang Rp 90,000.00 = Rp 1,620.00 1.500 Kg Semen warna Rp 10,200.00 = Rp 15,300.00 0.600 Org/Hari Pekerja Rp 32,500.00 = Rp 19,500.00 0.100 Org/Hari Tukang Batu Rp 42,500.00 = Rp 4,250.00 0.045 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 2,025.00 0.030 Org/Hari Mandor Rp 50,000.00 = Rp 1,500.00


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1 M2 PASANG DINDING MARMER1.020 M2 Marmer Rp 420,000.00 = Rp 428,400.00 2.000 Bh Paku Pancing 60x230 Rp 1,200.00 = Rp 2,400.00

12.440 Kg Semen abu-abu Rp 1,125.00 = Rp 13,995.00 0.025 M3 Pasir pasang Rp 90,000.00 = Rp 2,250.00 1.500 Kg Semen warna Rp 10,200.00 = Rp 15,300.00 0.720 Org/Hari Pekerja Rp 32,500.00 = Rp 23,400.00 0.650 Org/Hari Tukang Batu Rp 42,500.00 = Rp 27,625.00 0.065 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 2,925.00 0.035 Org/Hari Mandor Rp 50,000.00 = Rp 1,750.00


1 M2 PASANG DINDING BATA PELAPIS 7 X 3 X 2460.000 Bh Bata Pelapis dinding Rp 450.00 = Rp 27,000.00 12.440 Kg Semen abu-abu Rp 1,125.00 = Rp 13,995.00 0.025 M3 Pasir pasang Rp 90,000.00 = Rp 2,250.00 0.650 Org/Hari Pekerja Rp 32,500.00 = Rp 21,125.00 0.500 Org/Hari Tukang Batu Rp 42,500.00 = Rp 21,250.00 0.050 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 2,250.00 0.030 Org/Hari Mandor Rp 50,000.00 = Rp 1,500.00


1 M2 PASANG DINDING BATU TEMPEL PALIMANAN1.050 m2 Batu Palimanan Rp 120,000.00 = Rp 126,000.00

11.750 Kg Semen Abu-abu Rp 1,125.00 = Rp 13,218.75 0.035 M3 Pasir pasang Rp 90,000.00 = Rp 3,150.00 0.620 Org/Hari Pekerja Rp 32,500.00 = Rp 20,150.00 0.350 Org/Hari Tukang Batu Rp 42,500.00 = Rp 14,875.00 0.035 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 1,575.00 0.030 Org/Hari Mandor Rp 50,000.00 = Rp 1,500.00


1 M2 PASANG DINDING BATU TEMPEL GILANG ( PARQUET )1.050 m2 Batu Gilang/Batu Giring Rp 150,000.00 = Rp 157,500.00



1 M2 PASANG DINDING BATU TEMPEL GILANG ( PECAH ACAK )1.050 m2 Batu Gilang/Batu Pecah acak Rp 30,000.00 = Rp 31,500.00


Total = Rp 85,968.75

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1 M2 PASANG PEDESTRIAN PAVING STONE NATURAL1.000 m2 Paving Stone ABU-ABU 6 cm Rp 30,000.00 = Rp 30,000.000.001 M3 Pasir Urug Rp 75,000.00 = Rp 75.000.200 Org/Hari Pekerja Rp 32,500.00 = Rp 6,500.000.100 Org/Hari Tukang Batu Rp 42,500.00 = Rp 4,250.000.010 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 450.000.001 Org/Hari Mandor Rp 50,000.00 = Rp 50.00


1 M2 PASANG PEDESTRIAN PAVING STONE WARNA1.000 m2 Paving Stone 6 cm Rp 65,400.00 = Rp 65,400.000.001 M3 Pasir Urug Rp 75,000.00 = Rp 75.000.200 Org/Hari Pekerja Rp 32,500.00 = Rp 6,500.000.100 Org/Hari Tukang Batu Rp 42,500.00 = Rp 4,250.000.010 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 450.000.001 Org/Hari Mandor Rp 50,000.00 = Rp 50.00


1 M2 PASANG JALAN / PARKIR KENDARAAN PAVING STONE (WARNA/NATURAL)1.000 m2 Paving Stone 8/10 cm Rp 72,600.00 = Rp 72,600.000.001 M3 Pasir Urug Rp 75,000.00 = Rp 75.000.200 Org/Hari Pekerja Rp 32,500.00 = Rp 6,500.000.100 Org/Hari Tukang Batu Rp 42,500.00 = Rp 4,250.000.010 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 450.000.001 Org/Hari Mandor Rp 50,000.00 = Rp 50.00


1 M2 PASANG JALAN / PARKIR KENDARAAN GRASS BLOCK 1.000 m2 Grassblock 7 cm Rp 54,000.00 = Rp 54,000.000.001 M3 Pasir Urug Rp 75,000.00 = Rp 75.000.200 Org/Hari Pekerja Rp 32,500.00 = Rp 6,500.000.100 Org/Hari Tukang Batu Rp 42,500.00 = Rp 4,250.000.010 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 450.000.001 Org/Hari Mandor Rp 50,000.00 = Rp 50.00


1 M' PASANG KANSTIN1.000 Bh Kanstin Rp 42,000.00 = Rp 42,000.001.000 kg Semen abu-abu Rp 1,125.00 = Rp 1,125.000.001 m3 Pasir Rp 90,000.00 = Rp 90.000.200 org/hr Pekerja Rp 32,500.00 = Rp 6,500.000.100 org/hr Tukang Batu Rp 42,500.00 = Rp 4,250.000.010 org/hr Kepala Tukang batu Rp 45,000.00 = Rp 450.000.001 org/hr Mandor Rp 50,000.00 = Rp 50.00


F. PEKERJAAN PLESTERAN1 M2 PLESTERAN 1 PC : 2 PSR, Tebal 15 mm

8.520 kg PC Rp 1,125.00 = Rp 9,585.00 0.017 Pasir pasang Rp 90,000.00 = Rp 1,530.00 0.200 org/hr Pekerja Rp 32,500.00 = Rp 6,500.00 0.150 org/hr Tukang batu Rp 42,500.00 = Rp 6,375.00 0.015 org/hr Kepala tukang Rp 45,000.00 = Rp 675.00 0.010 org/hr Mandor Rp 50,000.00 = Rp 500.00

Total = Rp 25,165.00

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1 M2 PLESTERAN 1 PC : 4 PSR, Tebal 15 mm5.200 kg PC Rp 1,125.00 = Rp 5,850.000.020 Pasir pasang Rp 90,000.00 = Rp 1,800.000.200 org/hr Pekerja Rp 32,500.00 = Rp 6,500.000.150 org/hr Tukang batu Rp 42,500.00 = Rp 6,375.000.015 org/hr Kepala tukang Rp 45,000.00 = Rp 675.000.010 org/hr Mandor Rp 50,000.00 = Rp 500.00




1 M2 PLESTERAN BETON 1 PC : 3 PSR, Tebal 15 mm7.070 kg PC Rp 1,125.00 = Rp 7,953.75 0.021 Pasir pasang Rp 90,000.00 = Rp 1,890.00 0.260 org/hr Pekerja Rp 32,500.00 = Rp 8,450.00 0.200 org/hr Tukang batu Rp 42,500.00 = Rp 8,500.00 0.200 org/hr Kepala tukang Rp 45,000.00 = Rp 9,000.00 0.013 org/hr Mandor Rp 50,000.00 = Rp 650.00


1 M2 PLESTERAN 1 PC : 3 KPR : 10 PSR, Tebal 15 mm1.840 kg PC Rp 1,125.00 = Rp 2,070.00 0.006 Kapur padam Rp 660,000.00 = Rp 3,960.00 0.014 Pasir pasang Rp 90,000.00 = Rp 1,260.00 0.200 org/hr Pekerja Rp 32,500.00 = Rp 6,500.00 0.150 org/hr Tukang batu Rp 42,500.00 = Rp 6,375.00 0.015 org/hr Kepala tukang Rp 45,000.00 = Rp 675.00 0.010 org/hr Mandor Rp 50,000.00 = Rp 500.00


1 M1 BENANGAN/COL-COLAN / SKONING 1 PC : 2 PSR 0.500 kg PC Rp 1,125.00 = Rp 562.50 0.002 Pasir pasang Rp 90,000.00 = Rp 180.00 0.057 org/hr Pekerja Rp 32,500.00 = Rp 1,852.50 0.038 org/hr Tukang batu Rp 42,500.00 = Rp 1,615.00 0.038 org/hr Kepala tukang Rp 45,000.00 = Rp 1,710.00 0.002 org/hr Mandor Rp 50,000.00 = Rp 100.00

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1 M2 PLESTERAN CIPRAT 1 PC : 2 PSR 4.320 kg PC Rp 1,125.00 = Rp 4,860.00 0.016 Pasir pasang Rp 90,000.00 = Rp 1,440.00 0.250 org/hr Pekerja Rp 32,500.00 = Rp 8,125.00 0.100 org/hr Tukang batu Rp 42,500.00 = Rp 4,250.00 0.010 org/hr Kepala tukang Rp 45,000.00 = Rp 450.00 0.015 org/hr Mandor Rp 50,000.00 = Rp 750.00


1 M2 PLESTERAN SETRIKAN / SIAR ADUKAN 1 PC : 2 PSR 4.320 kg PC Rp 1,125.00 = Rp 4,860.00 0.016 Pasir pasang Rp 90,000.00 = Rp 1,440.00 0.150 org/hr Pekerja Rp 32,500.00 = Rp 4,875.00 0.070 org/hr Tukang batu Rp 42,500.00 = Rp 2,975.00 0.007 org/hr Kepala tukang Rp 45,000.00 = Rp 315.00 0.008 org/hr Mandor Rp 50,000.00 = Rp 400.00


1 M2 PLESTERAN WATERPROOF BATACOTE 3 LAPIS0.500 kg PC Rp 1,125.00 = Rp 562.50 2.900 kg Batacote Rp 3,600.00 = Rp 10,440.00 0.006 Pasir pasang Rp 90,000.00 = Rp 540.00 0.250 org/hr Pekerja Rp 32,500.00 = Rp 8,125.00 0.100 org/hr Tukang batu Rp 42,500.00 = Rp 4,250.00 0.010 org/hr Kepala tukang Rp 45,000.00 = Rp 450.00 0.015 org/hr Mandor Rp 50,000.00 = Rp 750.00


G. PEKERJAAN BETON

197.000 kg PC Rp 1,380.00 = Rp 271,860.00 0.470 Pasir beton Rp 90,000.00 = Rp 42,300.00 0.940 Koral beton Rp 187,000.00 = Rp 175,780.00 1.650 org/hr Pekerja Rp 32,500.00 = Rp 53,625.00 0.250 org/hr Tukang batu Rp 42,500.00 = Rp 10,625.00 0.025 org/hr Kepala tukang Rp 45,000.00 = Rp 1,125.00 0.080 org/hr Mandor Rp 50,000.00 = Rp 4,000.00


10.000 kg PC Rp 1,380.00 = Rp 13,800.00 0.026 Pasir beton Rp 90,000.00 = Rp 2,340.00 0.044 Koral beton Rp 187,000.00 = Rp 8,228.00 1.150 org/hr Pekerja Rp 32,500.00 = Rp 37,375.00 0.020 org/hr Tukang batu Rp 42,500.00 = Rp 850.00 0.002 org/hr Kepala tukang Rp 45,000.00 = Rp 90.00 0.006 org/hr Mandor Rp 50,000.00 = Rp 300.00

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1 M 3 BETON TUMBUK 1PC : 3PSR : 6 KRK

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1 M 2 LANTAI KERJA BETON TUMBUK 1PC : 3PSR : 5 KRK, TEBAL 5 CM

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10.000 kg PC Warna Rp 10,200.00 = Rp 102,000.00 0.026 Pasir beton Rp 90,000.00 = Rp 2,340.00 0.044 Koral sikat/warna permukaan halus Rp 160,000.00 = Rp 7,040.00 1.150 org/hr Pekerja Rp 32,500.00 = Rp 37,375.00 0.020 org/hr Tukang batu Rp 42,500.00 = Rp 850.00 0.002 org/hr Kepala tukang Rp 45,000.00 = Rp 90.00 0.006 org/hr Mandor Rp 50,000.00 = Rp 300.00


232.000 kg PC/Pordland Cement. Rp 1,380.00 Rp 320,160.00 0.520 Pasir beton Rp 90,000.00 Rp 46,800.00 0.780 Koral beton Rp 187,000.00 Rp 145,860.00 1.650 org/hr Pekerja Rp 32,500.00 Rp 53,625.00 0.250 org/hr Tukang batu Rp 42,500.00 Rp 10,625.00 0.025 org/hr Kepala tukang Rp 45,000.00 Rp 1,125.00 0.080 org/hr Mandor Rp 50,000.00 Rp 4,000.00


1 KG PEMBESIAN DENGAN BESI POLOS 1.050 kg Besi beton polos Rp 10,800.00 = Rp 11,340.00 0.015 kg Kawat beton Rp 15,600.00 = Rp 234.00 0.007 org/hr Pekerja Rp 32,500.00 = Rp 227.50 0.007 org/hr Tukang besi Rp 35,000.00 = Rp 245.00 0.001 org/hr Kepala tukang Rp 45,000.00 = Rp 31.50 0.000 org/hr Mandor Rp 50,000.00 = Rp 15.00


1 KG PEMBESIAN DENGAN BESI ULIR1.050 kg Besi beton ulir Rp 21,600.00 = Rp 22,680.00 0.015 kg Kawat beton Rp 15,600.00 = Rp 234.00 0.007 org/hr Pekerja Rp 32,500.00 = Rp 227.50 0.007 org/hr Tukang besi Rp 35,000.00 = Rp 245.00 0.001 org/hr Kepala tukang Rp 45,000.00 = Rp 31.50 0.000 org/hr Mandor Rp 50,000.00 = Rp 15.00


1 KG JARING KAWAT BAJA (BRONJONG)1.020 kg Jaring kawat baja Rp 14,400.00 = Rp 14,688.00 0.805 kg Kawat beton Rp 15,600.00 = Rp 12,558.00 0.025 org/hr Pekerja Rp 32,500.00 = Rp 812.50 0.025 org/hr Tukang besi Rp 35,000.00 = Rp 875.00 0.003 org/hr Kepala tukang Rp 45,000.00 = Rp 112.50 0.002 org/hr Mandor Rp 50,000.00 = Rp 75.00


1 M2 PASANG BEKISTING UNTUK PONDASI0.040 Kayu terentang Rp 3,000,000.00 = Rp 120,000.00 0.300 kg Paku biasa 2" - 5 " Rp 12,000.00 = Rp 3,600.00 0.100 lt Minyak bekisting Rp 6,000.00 = Rp 600.00 0.300 org/hr Pekerja Rp 32,500.00 = Rp 9,750.00 0.260 org/hr Tukang kayu Rp 35,000.00 = Rp 9,100.00 0.026 org/hr Kepala tukang Rp 45,000.00 = Rp 1,170.00 0.005 org/hr Mandor Rp 50,000.00 = Rp 250.00


1 M 2 RABAT BETON KORAL BERMOTIF CAMP. 1PC : 3PSR : 5 KRK, TEBAL 5 CM

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1 M2 PASANG BEKISTING UNTUK SLOOF0.045 Kayu terentang Rp 3,000,000.00 = Rp 135,000.00 0.300 kg Paku biasa 2" - 5 " Rp 12,000.00 = Rp 3,600.00 0.100 lt Minyak bekisting Rp 6,000.00 = Rp 600.00 0.300 org/hr Pekerja Rp 32,500.00 = Rp 9,750.00 0.260 org/hr Tukang kayu Rp 35,000.00 = Rp 9,100.00 0.026 org/hr Kepala tukang Rp 45,000.00 = Rp 1,170.00 0.005 org/hr Mandor Rp 50,000.00 = Rp 250.00


1 M2 PASANG BEKISTING UNTUK KOLOM0.040 Kayu terentang Rp 3,000,000.00 = Rp 120,000.00 0.400 kg Paku biasa 2" - 5 " Rp 12,000.00 = Rp 4,800.00 0.200 lt Minyak bekisting Rp 6,000.00 = Rp 1,200.00 2.000 btg Dolken kayu galam dia 8 - 10 mm/ 4 m Rp 18,000.00 = Rp 36,000.00 0.015 m3 Balok kayu tahun/kayu borneo Rp 3,000,000.00 = Rp 45,000.00 0.300 org/hr Pekerja Rp 32,500.00 = Rp 9,750.00 0.330 org/hr Tukang kayu Rp 35,000.00 = Rp 11,550.00 0.033 org/hr Kepala tukang Rp 45,000.00 = Rp 1,485.00 0.006 org/hr Mandor Rp 50,000.00 = Rp 300.00


1 M2 PASANG BEKISTING UNTUK BALOK0.040 Kayu terentang Rp 3,000,000.00 = Rp 120,000.00 0.400 kg Paku biasa 2" - 5 " Rp 12,000.00 = Rp 4,800.00 0.200 lt Minyak bekisting Rp 6,000.00 = Rp 1,200.00 0.018 Balok kayu borneo Rp 3,000,000.00 = Rp 54,000.00 0.350 lbr Plywood tebal 9 mm Rp 108,000.00 = Rp 37,800.00 2.000 btg Dolken kayu galam dia 8 - 10 mm/ 4 m Rp 18,000.00 = Rp 36,000.00 0.320 org/hr Pekerja Rp 32,500.00 = Rp 10,400.00 0.330 org/hr Tukang kayu Rp 35,000.00 = Rp 11,550.00 0.033 org/hr Kepala tukang Rp 45,000.00 = Rp 1,485.00 0.006 org/hr Mandor Rp 50,000.00 = Rp 300.00


1 M2 PASANG BEKISTING UNTUK LANTAI0.040 Kayu terentang Rp 3,000,000.00 = Rp 120,000.00 0.400 kg Paku biasa 2" - 5 " Rp 12,000.00 = Rp 4,800.00 0.200 lt Minyak bekisting Rp 6,000.00 = Rp 1,200.00 0.015 Balok kayu borneo Rp 3,000,000.00 = Rp 45,000.00 0.350 lbr Plywood tebal 9 mm Rp 108,000.00 = Rp 37,800.00 6.000 btg Dolken kayu galam dia 8 - 10 mm/ 4 m Rp 18,000.00 = Rp 108,000.00 0.320 org/hr Pekerja Rp 32,500.00 = Rp 10,400.00 0.330 org/hr Tukang kayu Rp 35,000.00 = Rp 11,550.00 0.033 org/hr Kepala tukang Rp 45,000.00 = Rp 1,485.00 0.006 org/hr Mandor Rp 50,000.00 = Rp 300.00


1 M2 PASANG BEKISTING UNTUK DINDING0.030 Kayu terentang Rp 3,000,000.00 = Rp 90,000.00 0.400 kg Paku biasa 2" - 5 " Rp 12,000.00 = Rp 4,800.00 0.200 lt Minyak bekisting Rp 6,000.00 = Rp 1,200.00 0.020 Balok kayu borneo Rp 3,000,000.00 = Rp 60,000.00 0.350 lbr Plywood tebal 9 mm Rp 108,000.00 = Rp 37,800.00 3.000 btg Dolken kayu galam dia 8 - 10 mm/ 4 m Rp 18,000.00 = Rp 54,000.00 0.320 org/hr Pekerja Rp 32,500.00 = Rp 10,400.00 0.330 org/hr Tukang kayu Rp 35,000.00 = Rp 11,550.00 0.033 org/hr Kepala tukang Rp 45,000.00 = Rp 1,485.00 0.006 org/hr Mandor Rp 50,000.00 = Rp 300.00


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286

1 M2 PASANG BEKISTING UNTUK TANGGA 0.030 Kayu terentang Rp 3,000,000.00 = Rp 90,000.00 0.400 kg Paku biasa 2" - 5 " Rp 12,000.00 = Rp 4,800.00 0.150 lt Minyak bekisting Rp 6,000.00 = Rp 900.00 0.015 Balok kayu borneo Rp 3,000,000.00 = Rp 45,000.00 0.350 lbr Plywood tebal 9 mm Rp 108,000.00 = Rp 37,800.00 2.000 btg Dolken kayu galam dia 8 - 10 mm/ 4 m Rp 18,000.00 = Rp 36,000.00 0.320 org/hr Pekerja Rp 32,500.00 = Rp 10,400.00 0.330 org/hr Tukang kayu Rp 35,000.00 = Rp 11,550.00 0.033 org/hr Kepala tukang Rp 45,000.00 = Rp 1,485.00 0.006 org/hr Mandor Rp 50,000.00 = Rp 300.00








1 M2 PASANG BEKISTING JEMBATAN COR0.026 Kayu terentang Rp 3,000,000.00 = Rp 79,200.00 0.600 kg Paku biasa 2" - 5 " Rp 12,000.00 = Rp 7,200.00 0.500 bh Dolken kayu galam dia 8 - 10 mm/ 4 m Rp 18,000.00 = Rp 9,000.00 0.150 org/hr Pekerja Rp 32,500.00 = Rp 4,875.00 0.050 org/hr Tukang kayu Rp 35,000.00 = Rp 1,750.00 0.005 org/hr Kepala tukang Rp 45,000.00 = Rp 225.00 0.007 org/hr Mandor Rp 50,000.00 = Rp 350.00


1 M3 MEMBUAT PONDASI BETON BERTULANG (150 KG BESI+BEKISTING)0.200 Kayu terentang Rp 3,000,000.00 = Rp 600,000.00 1.500 kg Paku biasa 2" - 5 " Rp 12,000.00 = Rp 18,000.00 0.400 lt Minyak bekisting Rp 6,000.00 = Rp 2,400.00




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287

1 M3 MEMBUAT SLOOF BETON BERTULANG (200 KG BESI+BEKISTING)






323.000 kg PC Rp 1,380.00 = Rp 445,740.00

0.520 Pasir beton Rp 90,000.00 = Rp 46,800.00

0.780 Koral beton Rp 187,000.00 = Rp 145,860.00







Total = Rp 3,979,670.00


1 M3 MEMBUAT KOLOM BETON BERTULANG PRAKTIS(150 KG BESI+BEKISTING)






323.000 kg PC Rp 1,380.00 = Rp 445,740.00

0.520 Pasir beton Rp 90,000.00 = Rp 46,800.00

0.780 Koral beton Rp 187,000.00 = Rp 145,860.00

20.000 btg Dolken kayu galam dia 8 - 10 mm/ 4 m Rp 18,000.00 = Rp 360,000.00







Total = Rp 4,425,250.00


1 M3 MEMBUAT KOLOM BETON BERTULANG (300 KG BESI+BEKISTING)






323.000 kg PC Rp 1,380.00 = Rp 445,740.00

0.520 Pasir beton Rp 90,000.00 = Rp 46,800.00

0.780 Koral beton Rp 187,000.00 = Rp 145,860.00

20.000 btg Dolken kayu galam dia 8 - 10 mm/ 4 m Rp 18,000.00 = Rp 360,000.00







Total = Rp 6,045,250.00


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288

1 M3 MEMBUAT BALOK BETON BERTULANG (200 KG BESI+BEKISTING)0.320 Kayu terentang Rp 3,000,000.00 = Rp 960,000.00 3.200 kg Paku biasa 2" - 5 " Rp 12,000.00 = Rp 38,400.00 1.600 lt Minyak bekisting Rp 6,000.00 = Rp 9,600.00



16.000 btg Dolken kayu galam dia 8 - 10 mm/ 4 m Rp 18,000.00 = Rp 288,000.00 5.960 org/hr Pekerja Rp 32,500.00 = Rp 193,700.00 0.350 org/hr Tukang batu Rp 35,000.00 = Rp 12,250.00 2.800 org/hr Tukang kayu Rp 35,000.00 = Rp 98,000.00 1.400 org/hr Tukang besi Rp 35,000.00 = Rp 49,000.00 0.455 org/hr Kepala tukang Rp 45,000.00 = Rp 20,475.00 0.208 org/hr Mandor Rp 45,000.00 = Rp 9,360.00


1 M3 MEMBUAT BALOK BETON BERTULANG PRAKTIS (150 KG BESI+BEKISTING)0.320 Kayu terentang Rp 3,000,000.00 = Rp 960,000.00 3.200 kg Paku biasa 2" - 5 " Rp 12,000.00 = Rp 38,400.00 1.600 lt Minyak bekisting Rp 6,000.00 = Rp 9,600.00





1 M3 MEMBUAT DINDING BETON BERTULANG (150 KG BESI+BEKISTING)0.240 Kayu terentang Rp 3,000,000.00 = Rp 720,000.00 3.200 kg Paku biasa 2" - 5 " Rp 12,000.00 = Rp 38,400.00 1.600 lt Minyak bekisting Rp 6,000.00 = Rp 9,600.00





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289

1 M3 MEMBUAT TANGGA BETON BERTULANG (200 KG BESI+BEKISTING)0.250 Kayu terentang Rp 3,000,000.00 = Rp 750,000.00 3.000 kg Paku biasa 2" - 5 " Rp 12,000.00 = Rp 36,000.00 1.200 lt Minyak bekisting Rp 6,000.00 = Rp 7,200.00





1 M1 MEMBUAT RING BALOK BETON BERTULANG (10 X 15) CM0.003 Kayu terentang Rp 3,000,000.00 = Rp 9,000.00 0.020 kg Paku biasa 2" - 5 " Rp 12,000.00 = Rp 240.00 3.600 kg Besi beton polos Rp 10,800.00 = Rp 38,880.00 0.050 kg Kawat beton Rp 15,600.00 = Rp 780.00 5.500 kg PC Rp 1,380.00 = Rp 7,590.00 0.009 Pasir beton Rp 90,000.00 = Rp 810.00 0.015 Koral beton Rp 187,000.00 = Rp 2,805.00 0.100 org/hr Pekerja Rp 32,500.00 = Rp 3,250.00 0.033 org/hr Tukang batu Rp 35,000.00 = Rp 1,155.00 0.033 org/hr Tukang kayu Rp 35,000.00 = Rp 1,155.00 0.033 org/hr Tukang besi Rp 35,000.00 = Rp 1,155.00 0.010 org/hr Kepala tukang Rp 45,000.00 = Rp 450.00 0.005 org/hr Mandor Rp 45,000.00 = Rp 225.00


1 M3 MEMBUAT PLAT BETON BERTULANG (150 KG BESI+BEKISTING)0.240 Kayu Begisting Rp 3,000,000.00 = Rp 720,000.00 3.200 kg Paku biasa 2" - 5 " Rp 12,000.00 = Rp 38,400.00 1.600 lt Minyak bekisting Rp 6,000.00 = Rp 9,600.00




Total = Rp 4,625,985.00

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290


1M3 KOLOM BETON COMPUSIT (BAJA 300 KG PROFIL / WF+ BEKISTING)0.400 Kayu terentang Rp 3,000,000.00 = Rp 1,200,000.00 4.000 kg Paku biasa 2" - 5 " Rp 12,000.00 = Rp 48,000.00 2.000 lt Minyak bekisting Rp 6,000.00 = Rp 12,000.00

300.000 kg Baja profil / WF Rp 14,400.00 = Rp 4,320,000.00 323.000 kg PC Rp 1,380.00 = Rp 445,740.00

0.520 Pasir beton Rp 90,000.00 = Rp 46,800.00 0.780 Koral beton Rp 187,000.00 = Rp 145,860.00 7.300 org/hr Pekerja Rp 32,500.00 = Rp 237,250.00 0.350 org/hr Tukang batu Rp 35,000.00 = Rp 12,250.00 3.300 org/hr Tukang kayu Rp 35,000.00 = Rp 115,500.00 2.100 org/hr Tukang besi Rp 35,000.00 = Rp 73,500.00 0.570 org/hr Kepala tukang Rp 45,000.00 = Rp 25,650.00 0.250 org/hr Mandor Rp 45,000.00 = Rp 11,250.00


1M3 BALOK BETON COMPUSIT (BAJA 200 KG PROFIL / WF + BEKISTING)0.400 Kayu terentang Rp 3,000,000.00 = Rp 1,200,000.00 4.000 kg Paku biasa 2" - 5 " Rp 12,000.00 = Rp 48,000.00 2.000 lt Minyak bekisting Rp 6,000.00 = Rp 12,000.00

300.000 kg Baja profil / WF Rp 14,400.00 = Rp 4,320,000.00 323.000 kg PC Rp 1,380.00 = Rp 445,740.00

0.520 Pasir beton Rp 90,000.00 = Rp 46,800.00 0.780 Koral beton Rp 187,000.00 = Rp 145,860.00



H.PEKERJAAN BESI DAN ALUMUNIUM

1 BUAH DAUN JENDELA RANGKA ALUMUNIUM1.000 bh Jendela rangka Aluminium Rp 480,000.00 = Rp 480,000.00 1.000 ls Alat Bantu Rp 20,000.00 = Rp 20,000.00 1.000 ls Upah Kerja Rp 25,500.00 = Rp 25,500.00


1 M' KUSEN PINTU DAN RANGKA JENDELA ALUMUNIUM1.100 m' Allumunium Rp 150,000.00 = Rp 165,000.00 1.000 ls Alat Bantu Rp 20,000.00 = Rp 20,000.00 1.000 ls Upah Kerja Rp 25,500.00 = Rp 25,500.00


1 BH PASANG RODA BESI1.000 bh Roda Besi Rp. 60,000.00 = Rp. 60,000.00

0.0600 Org/Hari Tukang besi Konstruksi Rp 35,000.00 = Rp 2,100.00 0.0060 Org/Hari Pekerja Rp 32,500.00 = Rp 195.00 0.0060 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 270.00

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291



1 BH ENGSEL BESI1.000 bh Engsel Rp. 60,000.00 = Rp. 60,000.00

0.0600 Org/Hari Tukang besi Konstruksi Rp 35,000.00 = Rp 2,100.00 0.0060 Org/Hari Pekerja Rp 32,500.00 = Rp 195.00 0.0060 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 270.00 0.0003 Org/Hari Mandor Rp 45,000.00 = Rp 13.50


1 M2 PASANG KAWAT BERDURI7.0000 m' Kawat Berduri Rp - = Rp - 2.9500 kg Besi Siku Rp 32,400.00 = Rp 95,580.00 0.0600 org/hr Pekerja Rp 32,500.00 = Rp 1,950.00 0.0060 org/hr Tukang Besi Rp 35,000.00 = Rp 210.00 0.0060 org/hr Kepala tukang Rp 45,000.00 = Rp 270.00 0.0003 org/hr Mandor Rp 45,000.00 = Rp 13.50


1 KG PAS. RANGKA DAN KUDA-KUDA BAJA 1.1000 Kg Besi Profil Baja/WF Rp 14,400.00 = Rp 15,840.00 0.0800 kg Meni Besi Rp 20,400.00 = Rp 1,632.00 0.0600 org/hr Pekerja Rp 32,500.00 = Rp 1,950.00 0.0060 org/hr Tukang Besi Rp 35,000.00 = Rp 210.00 0.0060 org/hr Kepala tukang Rp 45,000.00 = Rp 270.00 0.0003 org/hr Mandor Rp 45,000.00 = Rp 13.50


1 M2 PASANG PINTU BESI BAJA1.000 Pintu Besi Baja Rp 960,000.00 = Rp 960,000.00 0.650 Org/Hari Tukang besi Konstruksi Rp 35,000.00 = Rp 22,750.00 0.650 Org/Hari Pekerja Rp 32,500.00 = Rp 21,125.00 0.065 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 2,925.00 0.032 Org/Hari Mandor Rp 45,000.00 = Rp 1,440.00


1 M2 PASANG JENDELA BESI1.000 Jendela Besi Rp 960,000.00 = Rp 960,000.00 1.050 Org/Hari Tukang besi Konstruksi Rp 35,000.00 = Rp 36,750.00 1.050 Org/Hari Pekerja Rp 32,500.00 = Rp 34,125.00 0.105 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 4,725.00 0.005 Org/Hari Mandor Rp 45,000.00 = Rp 236.25


1 M2 PASANG PINTU LIPAT (HARMONIKA ENGKEL)1.000 Pintu Lipat Rp 960,000.00 = Rp 960,000.00 1.050 Org/Hari Tukang besi Konstruksi Rp 35,000.00 = Rp 36,750.00

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1.050 Org/Hari Pekerja Rp 32,500.00 = Rp 34,125.00 0.105 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 4,725.00 0.005 Org/Hari Mandor Rp 45,000.00 = Rp 234.00


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1 M2 PASANG PINTU LIPAT (HARMONIKA DOUBLE BAJA STRIP 2 X 3)1.000 Pintu Lipat Rp 960,000.00 = Rp 960,000.00 1.000 Pintu Lipat Baja Strip 2 x 3 Rp 1,200,000.00 = Rp 1,200,000.00 1.050 Org/Hari Tukang besi Konstruksi Rp 35,000.00 = Rp 36,750.00 1.050 Org/Hari Pekerja Rp 32,500.00 = Rp 34,125.00 0.105 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 4,725.00 0.005 Org/Hari Mandor Rp 45,000.00 = Rp 234.00


1 M2 PASANG ROLLING DOOR ALUMUNIUM 3 MM1.000 Rolling Door Al.t 3 mm Rp 660,000.00 = Rp 660,000.00 1.500 Org/Hari Tukang besi Konstruksi Rp 35,000.00 = Rp 52,500.00 1.050 Org/Hari Pekerja Rp 32,500.00 = Rp 34,125.00 0.105 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 4,725.00 0.005 Org/Hari Mandor Rp 45,000.00 = Rp 234.00


1 M2 PASANG PINTU ALUMUNIUM1.000 Pintu dan Rangka Aluminium Rp 660,000.00 = Rp 660,000.00 1.050 Org/Hari Tukang besi Konstruksi Rp 35,000.00 = Rp 36,750.00 1.050 Org/Hari Pekerja Rp 32,500.00 = Rp 34,125.00 0.105 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 4,725.00 0.005 Org/Hari Mandor Rp 45,000.00 = Rp 234.00


1 M2 PASANG TERALI BESI11.500 Besi Strip 2 x 3 Rp 6,000.00 = Rp 69,000.00 1.200 Org/Hari Tukang Las Rp 35,000.00 = Rp 42,000.00 1.200 Org/Hari Pekerja Rp 32,500.00 = Rp 39,000.00 0.012 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 540.00 0.001 Org/Hari Mandor Rp 45,000.00 = Rp 27.00


1 M2 PASANG TERALI BESI (VIRKAN 2 X 2 CM)11.500 Besi Virkan 2 x 2 cm Rp 21,000.00 = Rp 241,500.00 1.200 Org/Hari Tukang Las Rp 35,000.00 = Rp 42,000.00 1.200 Org/Hari Pekerja Rp 32,500.00 = Rp 39,000.00 0.012 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 540.00 0.001 Org/Hari Mandor Rp 45,000.00 = Rp 27.00


1 M2 PASANG KAWAT HARMONIKA1.100 Kawat Harmonika Rp 18,000.00 = Rp 19,800.00 0.020 Kg Paku Biasa 1/2" - 1" Rp 14,400.00 = Rp 288.00 0.002 Kayu Kamper,papan Rp 9,600,000.00 = Rp 17,280.00 0.100 Org/Hari Tukang Kayu Rp 35,000.00 = Rp 3,500.00 0.100 Org/Hari Pekerja Rp 32,500.00 = Rp 3,250.00 0.010 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 450.00 0.001 Org/Hari Mandor Rp 45,000.00 = Rp 22.50


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294

1 M2 PASANG KAWAT NYAMUK1.100 Kawat Nyamuk Rp 18,000.00 = Rp 19,800.00 0.020 Kg Paku Biasa 1/2" - 1" Rp 14,400.00 = Rp 288.00 0.002 Kayu Kamper,papan Rp 9,600,000.00 = Rp 17,280.00 0.100 Org/Hari Tukang Kayu Rp 35,000.00 = Rp 3,500.00 0.100 Org/Hari Pekerja Rp 32,500.00 = Rp 3,250.00 0.010 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 450.00 0.001 Org/Hari Mandor Rp 45,000.00 = Rp 22.50


1 M2 PASANG KAWAT KASSA1.100 Kawat Kassa Rp 18,000.00 = Rp 19,800.00 0.020 Kg Paku Biasa 1/2" - 1" Rp 14,400.00 = Rp 288.00 0.002 Kayu Kamper,papan Rp 9,600,000.00 = Rp 17,280.00 0.100 Org/Hari Tukang Kayu Rp 35,000.00 = Rp 3,500.00 0.100 Org/Hari Pekerja Rp 32,500.00 = Rp 3,250.00 0.010 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 450.00 0.001 Org/Hari Mandor Rp 45,000.00 = Rp 22.50


1 M2 PASANG KAWAT BURUNG1.100 Kawat Burung Rp 18,000.00 = Rp 19,800.00 0.020 Kg Paku Biasa 1/2" - 1" Rp 14,400.00 = Rp 288.00 0.002 Kayu Kamper,papan Rp 9,600,000.00 = Rp 17,280.00 0.100 Org/Hari Tukang Kayu Rp 35,000.00 = Rp 3,500.00 0.100 Org/Hari Pekerja Rp 32,500.00 = Rp 3,250.00 0.010 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 450.00 0.001 Org/Hari Mandor Rp 45,000.00 = Rp 22.50


1 M2 PASANG JENDELA NAKO DAN TRALIS1.100 Jendela Nako Rp - = Rp - 0.020 Kg Paku Biasa 1/2" - 1" atau skrup Rp 14,400.00 = Rp 288.00 0.025 Kg Besi Strip Rp 10,800.00 = Rp 270.00 0.200 Org/Hari Tukang Kayu Rp 35,000.00 = Rp 7,000.00 0.200 Org/Hari Pekerja Rp 32,500.00 = Rp 6,500.00 0.020 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 900.00 0.001 Org/Hari Mandor Rp 45,000.00 = Rp 45.00


1 KG TANDON RANGKA BESI SIKU1.100 Kg Besi Siku Rp 32,400.00 = Rp 35,640.00

0.0600 org/hr Pekerja Rp 32,500.00 = Rp 1,950.000.0060 org/hr Tukang Besi Rp 35,000.00 = Rp 210.000.0060 org/hr Kepala tukang Rp 45,000.00 = Rp 270.000.0003 org/hr Mandor Rp 45,000.00 = Rp 13.50


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295

1 M2 PASANG TALANG DATAR SENG BJLS 280.500 Lbr Seng Plat 3' x 6' BJLs 28 Rp 72,000.00 = Rp 36,000.00 0.010 M3 Kayu Meranti,papan Rp 6,000,000.00 = Rp 57,600.00 0.015 Kg Paku Biasa 1/2" - 1" Rp 14,400.00 = Rp 216.00 0.250 Kg Flincote/Meni Besi Rp 20,400.00 = Rp 5,100.00 0.400 Org/Hari Tukang Kayu Rp 35,000.00 = Rp 14,000.00 0.150 Org/Hari Pekerja Rp 32,500.00 = Rp 4,875.00 0.025 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 1,125.00 0.001 Org/Hari Mandor Rp 45,000.00 = Rp 56.25


1 M2 PASANG TALANG MIRING SENG BJLS 280.500 Lbr Seng Plat 3' x 6' BJLs 28 Rp 72,000.00 = Rp 36,000.00 0.002 M3 Kayu Meranti,papan Rp 6,000,000.00 = Rp 11,400.00 0.015 Kg Paku Biasa 1/2" - 1" Rp 14,400.00 = Rp 216.00 0.300 Kg Flincote/Meni Besi Rp 20,400.00 = Rp 6,120.00 0.400 Org/Hari Tukang Kayu Rp 35,000.00 = Rp 14,000.00 0.040 Org/Hari Pekerja Rp 32,500.00 = Rp 1,300.00 0.025 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 1,125.00 0.001 Org/Hari Mandor Rp 45,000.00 = Rp 56.25


1 M2 PASANG TALANG 1/2 LINGKARAN D-10 cm BJLS 280.300 Lbr Seng Plat 3' x 6' BJLs 28 Rp 72,000.00 = Rp 21,600.00 0.019 M3 Kayu Meranti,papan Rp 6,000,000.00 = Rp 114,000.00 0.100 Kg Paku Biasa 1/2" - 1" Rp 14,400.00 = Rp 1,440.00 0.500 Kg Besi Strip Rp 20,400.00 = Rp 10,200.00 0.250 Org/Hari Tukang Kayu Rp 35,000.00 = Rp 8,750.00 0.150 Org/Hari Pekerja Rp 32,500.00 = Rp 4,875.00 0.025 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 1,125.00 0.001 Org/Hari Mandor Rp 45,000.00 = Rp 56.25


1 M2 PASANG TALANG 1/2 LINGKARAN D-10 cm BJLS 240.300 Lbr Seng Plat 3' x 6' BJLs 24 Rp 60,000.00 = Rp 18,000.00 0.019 M3 Kayu Meranti,papan Rp 6,000,000.00 = Rp 114,000.00 0.100 Kg Paku Biasa 1/2" - 1" Rp 14,400.00 = Rp 1,440.00 0.500 Kg Besi Strip Rp 20,400.00 = Rp 10,200.00 0.250 Org/Hari Tukang Kayu Rp 35,000.00 = Rp 8,750.00 0.150 Org/Hari Pekerja Rp 32,500.00 = Rp 4,875.00 0.025 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 1,125.00 0.001 Org/Hari Mandor Rp 45,000.00 = Rp 56.25


1 BH PASANG MUUR BAUT1.000 bh Muur Baut dia.12 mm Rp. 10,200.00 = Rp. 10,200.00

0.0060 Org/Hari Pekerja Rp 32,500.00 = Rp 195.00 0.0003 Org/Hari Mandor Rp 45,000.00 = Rp 13.50

Total = Rp 10,408.50

296


1 M' PASANG PIPA GI MONEL dia 0.5 "0.167 m' Pipa GI Monel dia 0.5 " Rp. 132,000.00 = Rp. 22,004.40

0.0600 Org/Hari Tukang besi Konstruksi Rp 35,000.00 = Rp 2,100.000.0060 Org/Hari Pekerja Rp 32,500.00 = Rp 195.000.0060 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 270.000.0003 Org/Hari Mandor Rp 45,000.00 = Rp 13.50


1 M' PASANG PIPA GI MONEL dia 1 "0.167 m' Pipa GI Monel dia 1 " Rp. 36,000.00 = Rp. 6,001.20



1 M' PASANG PIPA GI MONEL dia 1 1/4 "0.167 m' Pipa GI Monel dia 1 1/4 " Rp. 47,040.00 = Rp. 7,841.5680



1 M' PASANG PIPA GI MONEL dia 2. "0.167 m' Pasang Pipa GI Monel dia 2 " Rp. 78,000.00 = Rp. 13,000.00



1 M' PASANG PIPA GI MONEL dia 2.5. "0.167 m' Pasang Pipa GI Monel dia 2.5 " Rp. 110,400.00 = Rp. 18,400.00



1 M2 PASANG PLAT EZER MONEL 6 mm0.347 Lbr Plat Ezeer Monel 6 mm Rp. 720,000.00 = Rp. 250,000.00

0.0600 Org/Hari Tukang besi Konstruksi Rp 35,000.00 = Rp 2,100.00 0.0060 Org/Hari Pekerja Rp 32,500.00 = Rp 195.00 0.0060 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 270.00

297



I. PEKERJAAN KAYU

1 M3 PASANG KUSEN PINTU DAN JENDELA KY. Jati1.100 Kayu jati, balok Rp 24,000,000.00 = Rp 26,400,000.00 6.000 org/hr Pekerja Rp 32,500.00 = Rp 195,000.00



1 M3 KUSEN PINTU DAN JENDELA KY. Kamper1.200 Kayu kamper, balok Rp 8,400,000.00 = Rp 10,080,000.00 6.000 org/hr Pekerja Rp 32,500.00 = Rp 195,000.00



1 M3 PASANG KUSEN PINTU DAN JENDELA KY. Kruing1.200 Kayu Kruing Rp 6,000,000.00 = Rp 7,200,000.00 6.000 org/hr Pekerja Rp 32,500.00 = Rp 195,000.00



1 M3 PASANG KUSEN PINTU DAN JENDELA KY. Meranti1.200 Kayu Meranti, balok Rp 5,100,000.00 = Rp 6,120,000.00 6.000 org/hr Pekerja Rp 32,500.00 = Rp 195,000.00



1 M3 PASANG KUSEN PINTU DAN JENDELA KY. TAHUN Lokal Kelas I1.200 Kayu Lokal Kelas I (str.ky.Sapen), balok Rp 4,200,000.00 = Rp 5,040,000.00 6.000 org/hr Pekerja Rp 32,500.00 = Rp 195,000.00



1 M2 PASANG DAUN PINTU PANIL Kayu Jati0.040 Kayu jati, papan Rp 26,400,000.00 = Rp 1,056,000.00 1.000 org/hr Pekerja Rp 32,500.00 = Rp 32,500.00

m3

m3

m3

m3

m3

m3

298



1 M2 PASANG DAUN PINTU PANIL Kayu Kamper0.040 Kayu kamper, papan Rp 9,600,000.00 = Rp 384,000.00 1.000 org/hr Pekerja Rp 32,500.00 = Rp 32,500.00 2.500 org/hr Tukang kayu Rp 35,000.00 = Rp 87,500.00 0.250 org/hr Kepala tukang Rp 45,000.00 = Rp 11,250.00 0.050 org/hr Mandor Rp 45,000.00 = Rp 2,250.00


1 M2 PASANG DAUN PINTU PANIL Kayu Meranti0.040 Kayu Meranti, papan Rp 6,000,000.00 = Rp 240,000.00 1.000 org/hr Pekerja Rp 32,500.00 = Rp 32,500.00 2.500 org/hr Tukang kayu Rp 35,000.00 = Rp 87,500.00 0.250 org/hr Kepala tukang Rp 45,000.00 = Rp 11,250.00 0.050 org/hr Mandor Rp 45,000.00 = Rp 2,250.00


1 M2 PASANG DAUN PINTU PANIL Kayu Tahun Lokal Kelas I0.040 Kayu Lokal Kelas I (str.ky.Sapen), balok Rp 4,200,000.00 = Rp 168,000.00 1.000 org/hr Pekerja Rp 32,500.00 = Rp 32,500.00 2.500 org/hr Tukang kayu Rp 35,000.00 = Rp 87,500.00 0.250 org/hr Kepala tukang Rp 45,000.00 = Rp 11,250.00 0.050 org/hr Mandor Rp 45,000.00 = Rp 2,250.00


1 M2 PASANG PINTU DAN JENDELA KACA KAYU JATI0.035 Kayu jati, papan Rp 26,400,000.00 = Rp 924,000.00 0.800 org/hr Pekerja Rp 32,500.00 = Rp 26,000.00 2.000 org/hr Tukang kayu Rp 35,000.00 = Rp 70,000.00 0.200 org/hr Kepala tukang Rp 45,000.00 = Rp 9,000.00 0.040 org/hr Mandor Rp 45,000.00 = Rp 1,800.00


1 M2 PASANG PINTU DAN JENDELA KACA KAYU KAMPER0.035 Kayu kamper, papan Rp 9,600,000.00 = Rp 336,000.00 0.800 org/hr Pekerja Rp 32,500.00 = Rp 26,000.00 2.000 org/hr Tukang kayu Rp 35,000.00 = Rp 70,000.00 0.200 org/hr Kepala tukang Rp 45,000.00 = Rp 9,000.00 0.040 org/hr Mandor Rp 45,000.00 = Rp 1,800.00


1 M2 PASANG PINTU DAN JENDELA KACA KAYU MERANTI

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m3

m3

m3

m3

299

0.035 Kayu meranti, papan Rp 6,000,000.00 = Rp 210,000.00 0.800 org/hr Pekerja Rp 32,500.00 = Rp 26,000.00 2.000 org/hr Tukang kayu Rp 35,000.00 = Rp 70,000.00 0.200 org/hr Kepala tukang Rp 45,000.00 = Rp 9,000.00 0.040 org/hr Mandor Rp 45,000.00 = Rp 1,800.00


1 M2 PASANG PINTU DAN JENDELA KACA KAYU TAHUN LOKAL KLAS I0.035 Kayu Lokal Kelas I (str.ky.Sapen), papan Rp 4,200,000.00 = Rp 147,000.00 0.800 org/hr Pekerja Rp 32,500.00 = Rp 26,000.00 2.000 org/hr Tukang kayu Rp 35,000.00 = Rp 70,000.00 0.200 org/hr Kepala tukang Rp 45,000.00 = Rp 9,000.00 0.040 org/hr Mandor Rp 45,000.00 = Rp 1,800.00


1 M2 PASANG PINTU DAN JENDELA JALUSI KAYU JATI0.064 Kayu jati, papan Rp 26,400,000.00 = Rp 1,689,600.00 1.000 org/hr Pekerja Rp 32,500.00 = Rp 32,500.00 3.000 org/hr Tukang kayu Rp 35,000.00 = Rp 105,000.00 0.300 org/hr Kepala tukang Rp 45,000.00 = Rp 13,500.00 0.300 org/hr Mandor Rp 45,000.00 = Rp 13,500.00


1 M2 PASANG PINTU DAN JENDELA JALUSI KAYU KAMPER0.064 Kayu kamper, papan Rp 9,600,000.00 = Rp 614,400.00 1.000 org/hr Pekerja Rp 32,500.00 = Rp 32,500.00 3.000 org/hr Tukang kayu Rp 35,000.00 = Rp 105,000.00 0.300 org/hr Kepala tukang Rp 45,000.00 = Rp 13,500.00 0.500 org/hr Mandor Rp 45,000.00 = Rp 22,500.00


1 M2 PASANG PINTU DAN JENDELA JALUSI KAYU MERANTI0.064 Kayu meranti, papan Rp 6,000,000.00 = Rp 384,000.00 1.000 org/hr Pekerja Rp 32,500.00 = Rp 32,500.00 3.000 org/hr Tukang kayu Rp 35,000.00 = Rp 105,000.00 0.300 org/hr Kepala tukang Rp 45,000.00 = Rp 13,500.00 0.300 org/hr Mandor Rp 45,000.00 = Rp 13,500.00


1 M2 PASANG PINTU DAN JENDELA JALUSI KAYU Lokal Kelas I0.064 Kayu Lokal Kelas I Str Ky. Sapen, papan Rp 4,200,000.00 = Rp 268,800.00 1.000 org/hr Pekerja Rp 32,500.00 = Rp 32,500.00 3.000 org/hr Tukang kayu Rp 35,000.00 = Rp 105,000.00 0.300 org/hr Kepala tukang Rp 45,000.00 = Rp 13,500.00 0.500 org/hr Mandor Rp 45,000.00 = Rp 22,500.00


1 M2 PASANG PINTU PLYWOOD RANGKAP, RANGKA KAYU JATI0.020 Kayu jati, papan Rp 26,400,000.00 = Rp 517,440.00

m3

m3

m3

m3

m3

m3

m3

300

0.030 kg Rp 14,400.00 = Rp 432.00 0.300 lt Lem kayu Rp 11,400.00 = Rp 3,420.00 1.000 lbr Plywood 4' x 3' x 6 mm Rp 78,000.00 = Rp 78,000.00 0.600 org/hr Pekerja Rp 32,500.00 = Rp 19,500.00 2.000 org/hr Tukang kayu Rp 35,000.00 = Rp 70,000.00 0.200 org/hr Kepala tukang Rp 45,000.00 = Rp 9,000.00 0.030 org/hr Mandor Rp 45,000.00 = Rp 1,350.00


1 M2 PASANG PINTU PLYWOOD RANGKAP, RANGKA KAYU KAMPER0.020 Kayu kamper, papan Rp 9,600,000.00 = Rp 188,160.00 0.030 kg Rp 14,400.00 = Rp 432.00 0.300 lt Lem kayu Rp 11,400.00 = Rp 3,420.00 1.000 lbr Plywood 4' x 3' x 6 mm Rp 78,000.00 = Rp 78,000.00 0.600 org/hr Pekerja Rp 32,500.00 = Rp 19,500.00 2.000 org/hr Tukang kayu Rp 35,000.00 = Rp 70,000.00 0.200 org/hr Kepala tukang Rp 45,000.00 = Rp 9,000.00 0.030 org/hr Mandor Rp 45,000.00 = Rp 1,350.00


1 M2 PASANG PINTU PLYWOOD RANGKAP, RANGKA KAYU MERANTI0.020 Kayu Meranti, papan Rp 6,000,000.00 = Rp 117,600.00 0.030 kg Rp 14,400.00 = Rp 432.00 0.300 kg Lem kayu Rp 11,400.00 = Rp 3,420.00 1.000 lbr Plywood 4' x 3' x 6 mm Rp 78,000.00 = Rp 78,000.00 0.600 org/hr Pekerja Rp 32,500.00 = Rp 19,500.00 2.000 org/hr Tukang kayu Rp 35,000.00 = Rp 70,000.00 0.200 org/hr Kepala tukang Rp 45,000.00 = Rp 9,000.00 0.030 org/hr Mandor Rp 45,000.00 = Rp 1,350.00


1 M2 PASANG PINTU PLYWOOD RANGKAP, RANGKA KAYU TAHUN LOKAL KLAS I0.020 Kayu Lokal Kelas I Str Ky. Sapen, papan Rp 4,200,000.00 = Rp 82,320.00 0.030 kg Rp 14,400.00 = Rp 432.00 0.300 kg Lem kayu Rp 11,400.00 = Rp 3,420.00 1.000 lbr Plywood 4' x 3' x 6 mm Rp 78,000.00 = Rp 78,000.00 0.600 org/hr Pekerja Rp 32,500.00 = Rp 19,500.00 2.000 org/hr Tukang kayu Rp 35,000.00 = Rp 70,000.00 0.200 org/hr Kepala tukang Rp 45,000.00 = Rp 9,000.00 0.030 org/hr Mandor Rp 45,000.00 = Rp 1,350.00


1 M2 PASANG JALUSI MATI KUSEN KAYU JATI0.060 Kayu jati, papan Rp 26,400,000.00 = Rp 1,584,000.00 0.150 kg Rp 14,400.00 = Rp 2,160.00 0.500 org/hr Pekerja Rp 32,500.00 = Rp 16,250.00 2.000 org/hr Tukang kayu Rp 35,000.00 = Rp 70,000.00 0.200 org/hr Kepala tukang Rp 45,000.00 = Rp 9,000.00 0.025 org/hr Mandor Rp 45,000.00 = Rp 1,125.00



m3


m3


m3


m3


301

1 M2 PASANG JALUSI MATI KUSEN KAYU KAMPER0.060 Kayu kamper, papan Rp 9,600,000.00 = Rp 576,000.00 0.150 kg Rp 14,400.00 = Rp 2,160.00 0.500 org/hr Pekerja Rp 32,500.00 = Rp 16,250.00 2.000 org/hr Tukang kayu Rp 35,000.00 = Rp 70,000.00 0.200 org/hr Kepala tukang Rp 45,000.00 = Rp 9,000.00 0.025 org/hr Mandor Rp 45,000.00 = Rp 1,125.00


m3


302

1 M2 PASANG JALUSI MATI KUSEN KAYU MERANTI0.060 Kayu Meranti, papan Rp 6,000,000.00 = Rp 360,000.00 0.150 kg Rp 14,400.00 = Rp 2,160.00 0.500 org/hr Pekerja Rp 32,500.00 = Rp 16,250.00 2.000 org/hr Tukang kayu Rp 35,000.00 = Rp 70,000.00 0.200 org/hr Kepala tukang Rp 45,000.00 = Rp 9,000.00 0.025 org/hr Mandor Rp 45,000.00 = Rp 1,125.00


1 M2 PASANG JALUSI MATI KUSEN KAYU TAHUN LOKAL KELAS I0.060 Kayu Lokal Kelas I Str Ky. Sapen, papan Rp 4,200,000.00 = Rp 252,000.00 0.150 kg Rp 14,400.00 = Rp 2,160.00 0.500 org/hr Pekerja Rp 32,500.00 = Rp 16,250.00 2.000 org/hr Tukang kayu Rp 35,000.00 = Rp 70,000.00 0.200 org/hr Kepala tukang Rp 45,000.00 = Rp 9,000.00 0.025 org/hr Mandor Rp 45,000.00 = Rp 1,125.00


1 M3 PASANG KUDA-KUDA KAYU JATI1.100 Kayu jati, balok Rp 24,000,000.00 = Rp 26,400,000.00

15.000 kg Besi plat strip Rp 10,800.00 = Rp 162,000.00 0.800 kg Rp 14,400.00 = Rp 11,520.00 4.000 org/hr Pekerja Rp 32,500.00 = Rp 130,000.00



1 M3 PASANG KUDA-KUDA KAYU BENGKIRAI1.100 Kayu Bengkirai, balok Rp 7,200,000.00 = Rp 7,920,000.00




1 M3 PASANG KUDA-KUDA KAYU KRUING1.100 Kayu Kruing, balok Rp 6,000,000.00 = Rp 6,600,000.00




1 M3 PASANG KUDA-KUDA KAYU MERANTI1.100 Kayu Meranti, balok Rp 5,100,000.00 = Rp 5,610,000.00




m3


m3


m3

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

303

1 M3 PASANG KUDA-KUDA KAYU TAHUN LOKAL KELAS I1.100 Ky.Tahun Lokal Kelas I Str Sapen,balok Rp 4,200,000.00 = Rp 4,620,000.00




1 M2 USUK 5/7 DAN RENG 2/3 GENTENG KODOK KY. KAMPER0.012 Kayu Kamper, balok Rp 8,400,000.00 = Rp 100,800.00 0.150 kg Rp 14,400.00 = Rp 2,160.00 0.100 org/hr Pekerja Rp 32,500.00 = Rp 3,250.00 0.100 org/hr Tukang kayu Rp 35,000.00 = Rp 3,500.00 0.010 org/hr Kepala tukang Rp 45,000.00 = Rp 450.00 0.005 org/hr Mandor Rp 45,000.00 = Rp 225.00


1 M2 USUK 5/7 DAN RENG 2/3 GENTENG KODOK KY. BENGKIRAI0.012 Kayu Bengkirai, balok Rp 7,200,000.00 = Rp 86,400.00 0.150 kg Rp 14,400.00 = Rp 2,160.00 0.100 org/hr Pekerja Rp 32,500.00 = Rp 3,250.00 0.100 org/hr Tukang kayu Rp 35,000.00 = Rp 3,500.00 0.010 org/hr Kepala tukang Rp 45,000.00 = Rp 450.00 0.005 org/hr Mandor Rp 45,000.00 = Rp 225.00


1 M2 USUK 5/7 DAN RENG 2/3 GENTENG KODOK KY. KRUING0.012 Kayu Kruing, balok Rp 6,000,000.00 = Rp 72,000.00 0.150 kg Rp 14,400.00 = Rp 2,160.00 0.100 org/hr Pekerja Rp 32,500.00 = Rp 3,250.00 0.100 org/hr Tukang kayu Rp 35,000.00 = Rp 3,500.00 0.010 org/hr Kepala tukang Rp 45,000.00 = Rp 450.00 0.005 org/hr Mandor Rp 45,000.00 = Rp 225.00


1 M2 USUK 5/7 DAN RENG 2/3 GENTENG KODOK KY. MERANTI0.012 Kayu Meranti, balok Rp 5,100,000.00 = Rp 61,200.00 0.150 kg Rp 14,400.00 = Rp 2,160.00 0.100 org/hr Pekerja Rp 32,500.00 = Rp 3,250.00 0.100 org/hr Tukang kayu Rp 35,000.00 = Rp 3,500.00 0.010 org/hr Kepala tukang Rp 45,000.00 = Rp 450.00 0.005 org/hr Mandor Rp 45,000.00 = Rp 225.00


1 M2 USUK 5/7 DAN RENG 2/3 GENTENG KODOK KY. TAHUN LOKAL KLAS I0.012 Kayu Tahun klas I Str Sapen, balok Rp 4,200,000.00 = Rp 50,400.00 0.150 kg Rp 14,400.00 = Rp 2,160.00 0.100 org/hr Pekerja Rp 32,500.00 = Rp 3,250.00 0.100 org/hr Tukang kayu Rp 35,000.00 = Rp 3,500.00 0.010 org/hr Kepala tukang Rp 45,000.00 = Rp 450.00 0.005 org/hr Mandor Rp 45,000.00 = Rp 225.00


m3

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

304

1 M2 USUK 5/7 MERANTI DAN RENG 2/3 KY. KRUING0.007 m3 Usuk Kayu Meranti, balok Rp 4,200,000.00 = Rp 30,660.00 0.005 m3 Reng Kayu Kruing Rp 6,000,000.00 = Rp 28,200.00 0.150 kg Rp 14,400.00 = Rp 2,160.00 0.100 org/hr Pekerja Rp 32,500.00 = Rp 3,250.00 0.010 org/hr Tukang kayu Rp 35,000.00 = Rp 350.00 0.010 org/hr Kepala tukang Rp 45,000.00 = Rp 450.00 0.005 org/hr Mandor Rp 45,000.00 = Rp 225.00


1 M2 USUK 5/7 DAN RENG 3/5 GENTENG BETON KY. BENGKIRAI0.014 Kayu Bengkirai, balok Rp 7,200,000.00 = Rp 100,800.00 0.150 kg Rp 14,400.00 = Rp 2,160.00 0.100 org/hr Pekerja Rp 32,500.00 = Rp 3,250.00 0.100 org/hr Tukang kayu Rp 35,000.00 = Rp 3,500.00 0.010 org/hr Kepala tukang Rp 45,000.00 = Rp 450.00 0.005 org/hr Mandor Rp 45,000.00 = Rp 225.00


1 M2 USUK 5/7 DAN RENG 3/5 GENTENG BETON KY.KRUING0.014 m3 Kayu Kruing, Balok Rp 6,000,000.00 = Rp 84,000.00 0.150 Kg Paku Rp 14,400.00 = Rp 2,160.00 0.100 org/hr Pekerja Rp 32,500.00 = Rp 3,250.00 0.010 org/hr Tukang Kayu Rp 35,000.00 = Rp 350.00 0.010 org/hr Kepala Tukang Rp 45,000.00 = Rp 450.00 0.005 org/hr Mandor Rp 45,000.00 = Rp 225.00


1 M2 USUK 5/7 Ky. Kruing (untuk penutup atap Seng / Asbes)0.007 m3 Usuk Kayu Kruing, balok Rp 5,400,000.00 = Rp 39,420.00 0.250 Kg Paku Rp 14,400.00 = Rp 3,600.00 0.100 org/hr Pekerja Rp 32,500.00 = Rp 3,250.00 0.010 org/hr Tukang Kayu Rp 35,000.00 = Rp 350.00 0.010 org/hr Kepala Tukang Rp 45,000.00 = Rp 450.00 0.005 org/hr Mandor Rp 45,000.00 = Rp 225.00


1 M2 USUK 5/7 Ky. Meranti (untuk penutup atap Seng / Asbes)0.007 m3 Usuk Kayu Meranti, balok Rp 4,200,000.00 = Rp 30,660.00 0.250 Kg Paku Rp 14,400.00 = Rp 3,600.00 0.100 org/hr Pekerja Rp 32,500.00 = Rp 3,250.00 0.010 org/hr Tukang Kayu Rp 35,000.00 = Rp 350.00 0.010 org/hr Kepala Tukang Rp 45,000.00 = Rp 450.00 0.005 org/hr Mandor Rp 45,000.00 = Rp 225.00


1 M2 USUK 5/7 Ky. Tahun Lokal Kelas I (untuk penutup atap Seng / Asbes)0.007 m3 Usuk Kayu Lokal Str Sapen, balok Rp 4,200,000.00 = Rp 30,660.00 0.250 Kg Paku Rp 14,400.00 = Rp 3,600.00 0.100 org/hr Pekerja Rp 32,500.00 = Rp 3,250.00 0.010 org/hr Tukang Kayu Rp 35,000.00 = Rp 350.00 0.010 org/hr Kepala Tukang Rp 45,000.00 = Rp 450.00 0.005 org/hr Mandor Rp 45,000.00 = Rp 225.00

Total = Rp 38,535.00

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

305


1 M2 PASANG RANGKA PLAFOND (1,00 x 1,00) m KAYU KAMPER 4/60.012 Kayu Kamper, balok Rp 8,400,000.00 = Rp 100,800.00 0.100 kg Rp 14,400.00 = Rp 1,440.00 0.150 org/hr Pekerja Rp 32,500.00 = Rp 4,875.00 0.250 org/hr Tukang kayu Rp 35,000.00 = Rp 8,750.00 0.025 org/hr Kepala tukang Rp 45,000.00 = Rp 1,125.00 0.075 org/hr Mandor Rp 45,000.00 = Rp 3,375.00


1 M2 PASANG RANGKA PLAFOND (1,00 x 1,00) m KAYU KRUING 4/60.012 Kayu Kruing, balok Rp 6,000,000.00 = Rp 72,000.00 0.100 kg Rp 14,400.00 = Rp 1,440.00 0.150 org/hr Pekerja Rp 32,500.00 = Rp 4,875.00 0.250 org/hr Tukang kayu Rp 35,000.00 = Rp 8,750.00 0.025 org/hr Kepala tukang Rp 45,000.00 = Rp 1,125.00 0.075 org/hr Mandor Rp 45,000.00 = Rp 3,375.00


1 M2 PASANG RANGKA PLAFOND (1,00 x 1,00) m, KAYU MERANTI 4/60.012 Kayu Meranti, balok Rp 5,100,000.00 = Rp 61,200.00 0.100 kg Rp 14,400.00 = Rp 1,440.00 0.150 org/hr Pekerja Rp 32,500.00 = Rp 4,875.00 0.250 org/hr Tukang kayu Rp 35,000.00 = Rp 8,750.00 0.025 org/hr Kepala tukang Rp 45,000.00 = Rp 1,125.00 0.075 org/hr Mandor Rp 45,000.00 = Rp 3,375.00

Total = Rp 80,765.00 = Rp 80,700.00

1 M2 PASANG RANGKA PLAFOND (1,00 x 1,00) m, KAYU TAHUN LOKAL KELAS I 4/60.012 Ky.Thn.Lokal Kelas I str ky.sapen,balok Rp 4,200,000.00 = Rp 50,400.00 0.100 kg Rp 14,400.00 = Rp 1,440.00 0.150 org/hr Pekerja Rp 32,500.00 = Rp 4,875.00 0.250 org/hr Tukang kayu Rp 35,000.00 = Rp 8,750.00 0.025 org/hr Kepala tukang Rp 45,000.00 = Rp 1,125.00 0.075 org/hr Mandor Rp 45,000.00 = Rp 3,375.00


1 M1 PASANG LIST PLAFOND, KAYU PROFIL1.050 m' Kayu profil Rp 12,000.00 = Rp 12,600.00 0.010 kg Rp 14,400.00 = Rp 144.00 0.050 org/hr Pekerja Rp 32,500.00 = Rp 1,625.00 0.050 org/hr Tukang kayu Rp 35,000.00 = Rp 1,750.00 0.005 org/hr Kepala tukang Rp 45,000.00 = Rp 225.00 0.003 org/hr Mandor Rp 45,000.00 = Rp 135.00


1 M' PASANG LIST ETERNIT 1/5 KY. Kamper0.001 m3 Ky. Kamper, Papan Rp 8,400,000.00 = Rp 4,200.00 0.010 kg Rp 14,400.00 = Rp 144.00 0.050 org/hr Pekerja Rp 32,500.00 = Rp 1,625.00 0.050 org/hr Tukang kayu Rp 35,000.00 = Rp 1,750.00

m3

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

Paku biasa 2" - 5"

Paku biasa 2" - 5"

306

0.005 org/hr Kepala tukang Rp 45,000.00 = Rp 225.00 0.003 org/hr Mandor Rp 45,000.00 = Rp 135.00


1 M' PASANG LIST ETERNIT 1/5 KY. MERANTI0.001 m3 Ky. Meranti,Papan Rp 6,000,000.00 = Rp 3,000.00 0.010 kg Rp 14,400.00 = Rp 144.00 0.050 org/hr Pekerja Rp 32,500.00 = Rp 1,625.00 0.050 org/hr Tukang kayu Rp 35,000.00 = Rp 1,750.00 0.005 org/hr Kepala tukang Rp 45,000.00 = Rp 225.00 0.003 org/hr Mandor Rp 45,000.00 = Rp 135.00


1 M' LISPLANG 3/20 Ky. Jati0.007 Kayu jati,Papan Rp 26,400,000.00 = Rp 190,080.00 0.050 kg Rp 14,400.00 = Rp 720.00 0.100 org/hr Pekerja Rp 32,500.00 = Rp 3,250.00 0.200 org/hr Tukang kayu Rp 35,000.00 = Rp 7,000.00 0.020 org/hr Kepala tukang Rp 45,000.00 = Rp 900.00 0.005 org/hr Mandor Rp 45,000.00 = Rp 225.00


1 M' LISPLANG 3/20 Ky. Kamper0.007 Kayu kamper,Papan Rp 9,600,000.00 = Rp 69,120.00 0.050 kg Rp 14,400.00 = Rp 720.00 0.100 org/hr Pekerja Rp 32,500.00 = Rp 3,250.00 0.200 org/hr Tukang kayu Rp 35,000.00 = Rp 7,000.00 0.020 org/hr Kepala tukang Rp 45,000.00 = Rp 900.00 0.005 org/hr Mandor Rp 45,000.00 = Rp 225.00


1 M' LISPLANG 3/20 Ky. Meranti0.007 Kayu Meranti,Papan Rp 6,000,000.00 = Rp 43,200.00 0.050 kg Rp 14,400.00 = Rp 720.00 0.100 org/hr Pekerja Rp 32,500.00 = Rp 3,250.00 0.200 org/hr Tukang kayu Rp 35,000.00 = Rp 7,000.00 0.020 org/hr Kepala tukang Rp 45,000.00 = Rp 900.00 0.005 org/hr Mandor Rp 45,000.00 = Rp 225.00


1 M' LISPLANG 3/20 Ky. Tahun klas I0.007 Kayu Tahun klas 1str.sapen,Papan Rp 4,800,000.00 = Rp 34,560.00 0.050 kg Rp 14,400.00 = Rp 720.00 0.100 org/hr Pekerja Rp 32,500.00 = Rp 3,250.00 0.200 org/hr Tukang kayu Rp 35,000.00 = Rp 7,000.00 0.020 org/hr Kepala tukang Rp 45,000.00 = Rp 900.00 0.005 org/hr Mandor Rp 45,000.00 = Rp 225.00


1 M' LISPLANG 3/25 Ky. Jati0.008 Kayu jati, balok Rp 24,000,000.00 = Rp 180,000.00 0.050 kg Rp 14,400.00 = Rp 720.00

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

307

0.110 org/hr Pekerja Rp 32,500.00 = Rp 3,575.00 0.220 org/hr Tukang kayu Rp 35,000.00 = Rp 7,700.00 0.022 org/hr Kepala tukang Rp 45,000.00 = Rp 990.00 0.005 org/hr Mandor Rp 45,000.00 = Rp 225.00


1 M' LISPLANG 3/25 Ky. Kamper0.008 Kayu kamper,Papan Rp 9,600,000.00 = Rp 72,000.00 0.060 kg Rp 14,400.00 = Rp 864.00 0.100 org/hr Pekerja Rp 32,500.00 = Rp 3,250.00 0.100 org/hr Tukang kayu Rp 35,000.00 = Rp 3,500.00 0.010 org/hr Kepala tukang Rp 45,000.00 = Rp 450.00 0.050 org/hr Mandor Rp 45,000.00 = Rp 2,250.00


1 M' LISPLANG 3/25 Ky. Meranti0.008 Kayu Meranti,Papan Rp 6,000,000.00 = Rp 45,000.00 0.050 kg Rp 14,400.00 = Rp 720.00 0.100 org/hr Pekerja Rp 32,500.00 = Rp 3,250.00 0.200 org/hr Tukang kayu Rp 35,000.00 = Rp 7,000.00 0.020 org/hr Kepala tukang Rp 45,000.00 = Rp 900.00 0.005 org/hr Mandor Rp 45,000.00 = Rp 225.00


1 M' LISPLANG 3/25 Ky. Tahun Lokal Klas I0.008 Kayu Th Lokal Klas I str Sapen,Papan Rp 4,800,000.00 = Rp 36,000.00 0.050 kg Rp 14,400.00 = Rp 720.00 0.100 org/hr Pekerja Rp 32,500.00 = Rp 3,250.00 0.200 org/hr Tukang kayu Rp 35,000.00 = Rp 7,000.00 0.020 org/hr Kepala tukang Rp 45,000.00 = Rp 900.00 0.005 org/hr Mandor Rp 45,000.00 = Rp 225.00


1 M' LISPLANG 3/30 Ky. Jati0.011 Kayu jati,papan Rp 26,400,000.00 = Rp 290,400.00 0.050 kg Rp 14,400.00 = Rp 720.00 0.110 org/hr Pekerja Rp 32,500.00 = Rp 3,575.00 0.220 org/hr Tukang kayu Rp 35,000.00 = Rp 7,700.00 0.022 org/hr Kepala tukang Rp 45,000.00 = Rp 990.00 0.005 org/hr Mandor Rp 45,000.00 = Rp 225.00


1 M' LISPLANG 3/30 Ky. Kamper0.011 Kayu kamper, papan Rp 9,600,000.00 = Rp 105,600.00 0.050 kg Rp 14,400.00 = Rp 720.00 0.110 org/hr Pekerja Rp 32,500.00 = Rp 3,575.00 0.220 org/hr Tukang kayu Rp 35,000.00 = Rp 7,700.00 0.022 org/hr Kepala tukang Rp 45,000.00 = Rp 990.00 0.005 org/hr Mandor Rp 45,000.00 = Rp 225.00



m3

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

308

0.011 Kayu Meranti, Papan Rp 6,000,000.00 = Rp 66,000.00 0.050 kg Rp 14,400.00 = Rp 720.00 0.110 org/hr Pekerja Rp 32,500.00 = Rp 3,575.00 0.220 org/hr Tukang kayu Rp 35,000.00 = Rp 7,700.00 0.022 org/hr Kepala tukang Rp 45,000.00 = Rp 990.00 0.005 org/hr Mandor Rp 45,000.00 = Rp 225.00


1 M' LISPLANG 3/30 Ky.Tahun lokal klas 10.011 Kayu tahun lokal klas 1,papan Rp 4,800,000.00 = Rp 52,800.00 0.050 kg Rp 14,400.00 = Rp 720.00 0.110 org/hr Pekerja Rp 32,500.00 = Rp 3,575.00 0.220 org/hr Tukang kayu Rp 35,000.00 = Rp 7,700.00 0.022 org/hr Kepala tukang Rp 45,000.00 = Rp 990.00 0.005 org/hr Mandor Rp 45,000.00 = Rp 225.00


1 M' LISPLANG 2 X (3X20) Ky. Kamper0.015 Kayu kamper, papan Rp 9,600,000.00 = Rp 139,200.00 0.060 kg Rp 14,400.00 = Rp 864.00 0.150 org/hr Pekerja Rp 32,500.00 = Rp 4,875.00 0.250 org/hr Tukang kayu Rp 35,000.00 = Rp 8,750.00 0.025 org/hr Kepala tukang Rp 45,000.00 = Rp 1,125.00 0.075 org/hr Mandor Rp 45,000.00 = Rp 3,375.00


1 M' LISPLANG 2 X (2X20) Ky. Kamper0.009 Kayu kamper, papan Rp 9,600,000.00 = Rp 82,560.00 0.060 kg Rp 14,400.00 = Rp 864.00 0.100 org/hr Pekerja Rp 32,500.00 = Rp 3,250.00 0.100 org/hr Tukang kayu Rp 35,000.00 = Rp 3,500.00 0.010 org/hr Kepala tukang Rp 45,000.00 = Rp 450.00 0.050 org/hr Mandor Rp 45,000.00 = Rp 2,250.00


1 M' PAPAN REUTER Ky. MERANTI 3/200.006 Kayu meranti, Papan Rp 6,000,000.00 = Rp 36,000.000.050 kg Rp 14,400.00 = Rp 720.000.100 org/hr Pekerja Rp 32,500.00 = Rp 3,250.000.100 org/hr Tukang kayu Rp 35,000.00 = Rp 3,500.000.010 org/hr Kepala tukang Rp 45,000.00 = Rp 450.000.050 org/hr Mandor Rp 45,000.00 = Rp 2,250.00


1 M' PAPAN REUTER Ky. TAHUN LOKAL KAS I 3/200.006 Kayu lokal klas I, Papan Rp 4,800,000.00 = Rp 28,800.000.050 kg Rp 14,400.00 = Rp 720.000.100 org/hr Pekerja Rp 32,500.00 = Rp 3,250.000.100 org/hr Tukang kayu Rp 35,000.00 = Rp 3,500.000.010 org/hr Kepala tukang Rp 45,000.00 = Rp 450.000.050 org/hr Mandor Rp 45,000.00 = Rp 2,250.00


1 M2 PASANG RANGKA DINDING PEMISAH KAYU KAMPER0.020 Kayu kamper, balok Rp 8,400,000.00 = Rp 163,800.00

m3

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

m3

309

0.007 Kayu kamper, papan Rp 9,600,000.00 = Rp 67,200.00 0.100 kg Rp 14,400.00 = Rp 1,440.00 0.150 org/hr Pekerja Rp 32,500.00 = Rp 4,875.00 0.450 org/hr Tukang kayu Rp 35,000.00 = Rp 15,750.00 0.045 org/hr Kepala tukang Rp 45,000.00 = Rp 2,025.00 0.075 org/hr Mandor Rp 45,000.00 = Rp 3,375.00


1 M2 PASANG RANGKA DINDING PEMISAH KAYU MERANTI0.020 Kayu Meranti, balok Rp 5,100,000.00 = Rp 99,450.00 0.007 Kayu Meranti, papan Rp 6,000,000.00 = Rp 42,000.00 0.100 kg Rp 14,400.00 = Rp 1,440.00 0.150 org/hr Pekerja Rp 32,500.00 = Rp 4,875.00 0.450 org/hr Tukang kayu Rp 35,000.00 = Rp 15,750.00 0.045 org/hr Kepala tukang Rp 45,000.00 = Rp 2,025.00 0.075 org/hr Mandor Rp 45,000.00 = Rp 3,375.00


1 M2 PASANG DINDING PEMISAH PLAYWOOD RANGKAP, RANGKA KAYU KAMPER0.020 Kayu kamper, balok Rp 8,400,000.00 = Rp 163,800.00 0.007 Kayu kamper, papan Rp 9,600,000.00 = Rp 67,200.00 0.100 kg Rp 14,400.00 = Rp 1,440.00 0.560 lt Lem Kayu Rp 11,400.00 = Rp 6,384.00 1.000 lbr Plywood 4' x 8' x 6 mm Rp 78,000.00 = Rp 78,000.00 0.200 org/hr Pekerja Rp 32,500.00 = Rp 6,500.00 0.600 org/hr Tukang kayu Rp 35,000.00 = Rp 21,000.00 0.060 org/hr Kepala tukang Rp 45,000.00 = Rp 2,700.00 0.010 org/hr Mandor Rp 45,000.00 = Rp 450.00


1 M2 PASANG DINDING PEMISAH PLAYWOOD RANGKAP, RANGKA KAYU MERANTI0.020 Kayu Meranti, balok Rp 5,100,000.00 = Rp 99,450.00 0.007 Kayu Meranti, papan Rp 6,000,000.00 = Rp 42,000.00 0.100 kg Rp 14,400.00 = Rp 1,440.00 0.560 lt Lem Kayu Rp 11,400.00 = Rp 6,384.00 1.000 lbr Plywood 4' x 8' x 6 mm Rp 78,000.00 = Rp 78,000.00 0.200 org/hr Pekerja Rp 32,500.00 = Rp 6,500.00 0.600 org/hr Tukang kayu Rp 35,000.00 = Rp 21,000.00 0.060 org/hr Kepala tukang Rp 45,000.00 = Rp 2,700.00 0.010 org/hr Mandor Rp 45,000.00 = Rp 450.00


1 M' PAPAN KOMPRES 3/15 Ky. Kamper0.005 Kayu kamper, Papan Rp 9,600,000.00 = Rp 43,200.00 0.050 kg Rp 14,400.00 = Rp 720.00 0.100 org/hr Pekerja Rp 32,500.00 = Rp 3,250.00 0.100 org/hr Tukang kayu Rp 35,000.00 = Rp 3,500.00 0.010 org/hr Kepala tukang Rp 45,000.00 = Rp 450.00 0.050 org/hr Mandor Rp 45,000.00 = Rp 2,250.00


m3

Paku biasa 2" - 5"

m3

m3

Paku biasa 2" - 5"

m3

m3

Paku biasa 2" - 5"

m3

m3

Paku biasa 2" - 5"

m3

Paku biasa 2" - 5"

310

1 M2 PASANG PLYWOOD, Tebal 4 mm untuk dinding0.400 lbr Plywood 4' x 8 ' x 6 mm Rp 78,000.00 = Rp 31,200.00 0.050 kg Rp 14,400.00 = Rp 720.00 0.025 org/hr Pekerja Rp 32,500.00 = Rp 812.50 0.075 org/hr Tukang kayu Rp 35,000.00 = Rp 2,625.00 0.008 org/hr Kepala tukang Rp 45,000.00 = Rp 337.50 0.001 org/hr Mandor Rp 45,000.00 = Rp 58.50



311

1 M2 PASANG DAUN PINTU PLYWOOD RANGKAP LAPIS ALUMUNIUM RANGKA Ky. Kamper0.040 m3 Kayu Kamper,Papan Rp 9,600,000.00 = Rp 384,000.00 1.000 m2 Playwood 4' x 3' x 6mm Rp 78,000.00 = Rp 78,000.00 1.000 lbr Alumunium Rp 180,000.00 = Rp 180,000.00 0.300 Kg Lem Rp 11,400.00 = Rp 3,420.00 0.030 Kg Paku biasa 1/2" - 1" Rp 14,400.00 = Rp 432.00 0.025 org/hr Pekerja Rp 32,500.00 = Rp 812.50 0.075 org/hr Tukang Kayu Rp 35,000.00 = Rp 2,625.00 0.008 org/hr Kepala Tukang Rp 45,000.00 = Rp 360.00 0.001 org/hr Mandor Rp 45,000.00 = Rp 45.00


1 M2 PASANG DAUN PINTU PLYWOOD RANGKAP LAPIS ALUMUNIUM RANGKA Ky. MERANTI0.020 m3 Kayu Meranti,Papan Rp 6,000,000.00 = Rp 120,000.00 1.000 m2 Playwood 4' x 3' x 6mm Rp 78,000.00 = Rp 78,000.00 1.000 lbr Alumunium Rp 180,000.00 = Rp 180,000.00 0.300 Kg Lem Rp 11,400.00 = Rp 3,420.00 0.030 Kg Paku biasa 1/2" - 1" Rp 14,400.00 = Rp 432.00 0.025 org/hr Pekerja Rp 32,500.00 = Rp 812.50 0.075 org/hr Tukang Kayu Rp 35,000.00 = Rp 2,625.00 0.008 org/hr Kepala Tukang Rp 45,000.00 = Rp 360.00 0.001 org/hr Mandor Rp 45,000.00 = Rp 45.00




1 M2 DAUN PINTU PANIL ISIAN PLAYWOOD 8 mm RANGKA Ky. MERANTI0.020 m3 Kayu Meranti,papan Rp 6,000,000.00 = Rp 117,600.00 1.000 m2 Playwood 4' x 3' x 8 mm Rp 108,000.00 = Rp 108,000.00 0.300 Kg Lem Rp 11,400.00 = Rp 3,420.00 0.030 Kg Paku biasa 1/2" - 1" Rp 14,400.00 = Rp 432.00 0.600 m2 Pekerja Rp 32,500.00 = Rp 19,500.00 2.000 org/hr Tukang Kayu Rp 35,000.00 = Rp 70,000.00 0.200 org/hr Kepala Tukang Rp 45,000.00 = Rp 9,000.00 0.030 org/hr Mandor Rp 45,000.00 = Rp 1,350.00


1 M2 DAUN PINTU PANIL ISIAN PLAYWOOD 8 mm RANGKA Ky. Tahun Lokal Kelas I0.020 m3 Kayu Lokal Klas I str Sapen,papan Rp 4,200,000.00 = Rp 82,320.00 1.000 m2 Playwood 4' x 3' x 8 mm Rp 108,000.00 = Rp 108,000.00 0.300 Kg Lem Rp 11,400.00 = Rp 3,420.00 0.030 Kg Paku biasa 1/2" - 1" Rp 14,400.00 = Rp 432.00 0.600 m2 Pekerja Rp 32,500.00 = Rp 19,500.00 2.000 org/hr Tukang Kayu Rp 35,000.00 = Rp 70,000.00 0.200 org/hr Kepala Tukang Rp 45,000.00 = Rp 9,000.00 0.030 org/hr Mandor Rp 45,000.00 = Rp 1,350.00

Total = Rp 294,022.00

312

Dibulatkan = Rp 294,000.00 1 M2 PASANG DAUN PINTU TRIPLEK Rangka Kayu Kamper

0.020 Kayu kamper, papan Rp 9,600,000.00 = Rp 188,160.00 0.030 kg Rp 14,400.00 = Rp 432.00 0.300 lt Lem kayu Rp 11,400.00 = Rp 3,420.00 1.000 lbr Triplek Rp 48,000.00 = Rp 48,000.00 0.600 org/hr Pekerja Rp 32,500.00 = Rp 19,500.00 2.000 org/hr Tukang kayu Rp 35,000.00 = Rp 70,000.00 0.200 org/hr Kepala tukang Rp 45,000.00 = Rp 9,000.00 0.030 org/hr Mandor Rp 45,000.00 = Rp 1,350.00


1 M2 PASANG DAUN PINTU TRIPLEK Rangka Kayu Meranti0.020 Kayu Meranti, papan Rp 6,000,000.00 = Rp 117,600.00 0.030 kg Rp 14,400.00 = Rp 432.00 0.300 lt Lem kayu Rp 11,400.00 = Rp 3,420.00 1.000 lbr Triplek Rp 48,000.00 = Rp 48,000.00 0.500 org/hr Pekerja Rp 32,500.00 = Rp 16,250.00 1.500 org/hr Tukang Kayu Rp 35,000.00 = Rp 52,500.00 0.800 org/hr Kepala Tukang Rp 45,000.00 = Rp 36,000.00 0.140 org/hr Mandor Rp 45,000.00 = Rp 6,300.00


1 M2 BEDAK Ky. MERANTI 3/200.007 m3 Kayu meranti, Papan Rp 6,000,000.00 = Rp 43,200.000.060 Kg Rp 14,400.00 = Rp 864.000.100 org/hr Pekerja Rp 32,500.00 = Rp 3,250.000.100 org/hr Tukang kayu Rp 35,000.00 = Rp 3,500.000.010 org/hr Kepala tukang Rp 45,000.00 = Rp 450.000.050 org/hr Mandor Rp 45,000.00 = Rp 2,250.00


J. PEKERJAAN LANGIT - LANGIT

1 M2 LANGIT-LANGIT ASBES (1,00 x 1,00) m, Tebal 3,5 mm1.100 lbr Pelat asbes tebal 3,5 mm Rp 9,600.00 = Rp 10,560.00 0.010 kg Paku Rp 14,400.00 = Rp 144.00 0.030 org/hr Pekerja Rp 32,500.00 = Rp 975.00 0.070 org/hr Tukang kayu Rp 35,000.00 = Rp 2,450.00 0.007 org/hr Kepala tukang Rp 45,000.00 = Rp 315.00 0.002 org/hr Mandor Rp 45,000.00 = Rp 67.50


1 M2 LANGIT-LANGIT ASBES (1,00 x 1,00) m, Tebal 3,5 mm, rangka Meranti1.100 lbr Pelat asbes tebal 3.5 mm Rp 9,600.00 = Rp 10,560.00 0.012 m3 Kayu Meranti, balok Rp 5,100,000.00 = Rp 61,200.00 0.060 kg Paku Rp 14,400.00 = Rp 864.00 0.180 org/hr Pekerja Rp 32,500.00 = Rp 5,850.00 0.032 org/hr Tukang kayu Rp 35,000.00 = Rp 1,120.00 0.032 org/hr Kepala tukang Rp 45,000.00 = Rp 1,440.00 0.001 org/hr Mandor Rp 45,000.00 = Rp 45.00

m3


m3


Paku biasa 2" - 5"

313


1 M2 LANGIT-LANGIT GYPSUM BOARD, Tebal 9 mm0.364 lbr Gypsum board (122x240x9 ) mm Rp 66,000.00 = Rp 24,024.00 0.110 kg Paku sekrup Rp 14,400.00 = Rp 1,584.00 0.100 org/hr Pekerja Rp 32,500.00 = Rp 3,250.00 0.050 org/hr Tukang kayu Rp 35,000.00 = Rp 1,750.00 0.005 org/hr Kepala tukang Rp 45,000.00 = Rp 225.00 0.005 org/hr Mandor Rp 45,000.00 = Rp 225.00


K. PEKERJAAN PENUTUP ATAP

1 M2 PASANG ATAP GENTENG KODOK /GLAZUUR25.000 bh Genteng kecil kodok / glazzur Rp 6,000.00 = Rp 150,000.00 0.150 org/hr Pekerja Rp 32,500.00 = Rp 4,875.00 0.075 org/hr Tukang kayu Rp 35,000.00 = Rp 2,625.00 0.008 org/hr Kepala tukang Rp 45,000.00 = Rp 360.00 0.008 org/hr Mandor Rp 45,000.00 = Rp 360.00


1 M1 PASANG BUBUNG GENTENG KODOK GLAZUUR5.000 bh Genteng bubung kodok glazuur Rp 10,800.00 = Rp 54,000.00 8.000 kg PC Rp 1,260.00 = Rp 10,080.00 0.032 Pasir pasang Rp 90,000.00 = Rp 2,880.00 0.400 org/hr Pekerja Rp 32,500.00 = Rp 13,000.00 0.200 org/hr Tukang batu Rp 35,000.00 = Rp 7,000.00 0.020 org/hr Kepala tukang Rp 45,000.00 = Rp 900.00 0.002 org/hr Mandor Rp 45,000.00 = Rp 90.00


1 M2 PASANG ATAP GENTENG PALENTONG BESAR12.000 bh Genteng palentong Rp 3,600.00 = Rp 43,200.00 0.150 org/hr Pekerja Rp 32,500.00 = Rp 4,875.00 0.060 org/hr Tukang kayu Rp 35,000.00 = Rp 2,100.00 0.006 org/hr Kepala tukang Rp 45,000.00 = Rp 270.00 0.008 org/hr Mandor Rp 45,000.00 = Rp 360.00


1 M1 PASANG GENTENG BUBUNG PALENTONG5.000 bh Genteng bubung palentong Rp 7,200.00 = Rp 36,000.00 8.000 kg PC Rp 1,260.00 = Rp 10,080.00 0.032 Pasir pasang Rp 90,000.00 = Rp 2,880.00 0.400 org/hr Pekerja Rp 32,500.00 = Rp 13,000.00 0.200 org/hr Tukang batu Rp 35,000.00 = Rp 7,000.00 0.020 org/hr Kepala tukang Rp 45,000.00 = Rp 900.00 0.002 org/hr Mandor Rp 45,000.00 = Rp 90.00


1 M2 PASANG GENTENG MODEL KARANG PILANG / MODEL KODOK BIMA AMBULU25.000 Bh Genteng Model K. Pilang Rp 3,000.00 = Rp 75,000.000.150 org/hr Pekerja Rp 32,500.00 = Rp 4,875.00

m3

m3

314

0.075 org/hr Tukang batu Rp 35,000.00 = Rp 2,625.000.008 org/hr Kepala Tukang Rp 45,000.00 = Rp 360.000.008 org/hr Mandor Rp 45,000.00 = Rp 360.00




1 M2 PASANG GENTENG MODEL KARANG PILANG / MODEL KODOK MEIRIL NGLAYUR25.000 Bh Genteng Model K. Pilang Rp 3,000.00 = Rp 75,000.000.150 org/hr Pekerja Rp 32,500.00 = Rp 4,875.000.075 org/hr Tukang batu Rp 35,000.00 = Rp 2,625.000.008 org/hr Kepala Tukang Rp 45,000.00 = Rp 360.000.008 org/hr Mandor Rp 45,000.00 = Rp 360.00




1 M2 PAS.GENTENG BETON 11.000 Bh Genteng Beton Rp 3,600.00 = Rp 39,600.000.030 Kg Paku Biasa 2"- 5" Rp 14,400.00 = Rp 432.000.150 org/hr Pekerja Rp 32,500.00 = Rp 4,875.000.075 org/hr Tukang batu Rp 35,000.00 = Rp 2,625.000.008 org/hr Kepala Tukang Rp 45,000.00 = Rp 360.000.008 org/hr Mandor Rp 45,000.00 = Rp 360.00


1 M' PAS. BUBUNGAN SEJENIS 3.500 Bh Bubungan Rp 7,200.00 = Rp 25,200.000.050 Kg Paku Biasa 2" x 5" Rp 14,400.00 = Rp 720.00

10.800 Kg Semen Abu-abu Rp 1,260.00 = Rp 13,608.000.032 Pasir Pasang Rp 90,000.00 = Rp 2,880.001.000 Kg Semen Warna Rp 10,200.00 = Rp 10,200.000.400 org/hr Pekerja Rp 32,500.00 = Rp 13,000.000.200 org/hr Tukang kayu Rp 35,000.00 = Rp 7,000.000.020 org/hr Kepala Tukang Rp 45,000.00 = Rp 900.000.020 org/hr Mandor Rp 45,000.00 = Rp 900.00


1 M2 GENTENG PRESS BIASA25.000 Bh Genteng Press Biasa Rp 840.00 = Rp 21,000.00

m3

m3

m3

315

0.150 org/hr Pekerja Rp 32,500.00 = Rp 4,875.000.075 org/hr Tukang batu Rp 35,000.00 = Rp 2,625.000.008 org/hr Kepala Tukang Rp 45,000.00 = Rp 360.000.008 org/hr Mandor Rp 45,000.00 = Rp 360.00


1 M' BUBUNGAN SEJENIS 5.000 bh Genteng bubung press biasa Rp 1,500.00 = Rp 7,500.008.000 kg PC Rp 1,260.00 = Rp 10,080.000.032 Pasir pasang Rp 90,000.00 = Rp 2,880.000.400 org/hr Pekerja Rp 32,500.00 = Rp 1,040.000.200 org/hr Tukang batu Rp 35,000.00 = Rp 14,000.000.020 org/hr Kepala tukang Rp 45,000.00 = Rp 9,000.000.002 org/hr Mandor Rp 45,000.00 = Rp 900.00


1 M2 PASANG ROOF LIGHT FIBERGLASS ( 180 x 90 ) cm0.600 lbr Roof light fibreglass ( 180 x 90 ) cm Rp 30,000.00 = Rp 18,000.00 0.050 kg Rp 14,400.00 = Rp 720.00 0.140 org/hr Pekerja Rp 32,500.00 = Rp 4,550.00 0.067 org/hr Tukang kayu Rp 35,000.00 = Rp 2,345.00 0.007 org/hr Kepala tukang Rp 45,000.00 = Rp 315.00 0.007 org/hr Mandor Rp 45,000.00 = Rp 315.00


1 M2 PASANG ROOF LASER LIGHT1.000 m2 Laser Light Rp 72,000.00 = Rp 72,000.00 0.050 kg Rp 14,400.00 = Rp 720.00 0.140 org/hr Pekerja Rp 32,500.00 = Rp 4,550.00 0.067 org/hr Tukang kayu Rp 35,000.00 = Rp 2,345.00 0.007 org/hr Kepala tukang Rp 45,000.00 = Rp 315.00 0.007 org/hr Mandor Rp 45,000.00 = Rp 315.00


1M2 PASANG ATAP ASBES GELOMBANG KECIL0.800 lbr Asbes gelombang Rp 26,400.00 = Rp 21,120.00 0.120 kg Paku pancing 60 x 230 Rp 1,200.00 = Rp 144.00 0.140 org/hr Pekerja Rp 32,500.00 = Rp 4,550.00 0.067 org/hr Tukang kayu Rp 35,000.00 = Rp 2,345.00 0.007 org/hr Kepala tukang Rp 45,000.00 = Rp 315.00 0.007 org/hr Mandor Rp 45,000.00 = Rp 315.00


1M2 PASANG ATAP ASBES GELOMBANG BESAR0.370 lbr Asbes gelombang Rp 57,600.00 = Rp 21,312.00 0.120 kg Paku pancing 60 x 230 Rp 1,200.00 = Rp 144.00 0.140 org/hr Pekerja Rp 32,500.00 = Rp 4,550.00 0.067 org/hr Tukang kayu Rp 35,000.00 = Rp 2,345.00 0.007 org/hr Kepala tukang Rp 45,000.00 = Rp 315.00 0.007 org/hr Mandor Rp 45,000.00 = Rp 315.00


1M2 PASANG ATAP ASBES GELOMBANG (1,80 x 0,92) m x 5 mm0.750 lbr Asbes gelombang Rp 27,600.00 = Rp 20,700.00 0.120 kg Paku pancing 60 x 230 Rp 1,200.00 = Rp 144.00

m3



316

0.140 org/hr Pekerja Rp 32,500.00 = Rp 4,550.00 0.070 org/hr Tukang kayu Rp 35,000.00 = Rp 2,450.00 0.007 org/hr Kepala tukang Rp 45,000.00 = Rp 315.00 0.007 org/hr Mandor Rp 45,000.00 = Rp 315.00













317

0.440 lbr Asbes gelombang Rp 148,800.00 = Rp 65,472.00 0.120 kg Paku pancing 60 x 230 Rp 1,200.00 = Rp 144.00 0.140 org/hr Pekerja Rp 32,500.00 = Rp 4,550.00 0.067 org/hr Tukang kayu Rp 35,000.00 = Rp 2,345.00 0.007 org/hr Kepala tukang Rp 45,000.00 = Rp 315.00 0.007 org/hr Mandor Rp 45,000.00 = Rp 315.00












318





1M1 PASANG BUBUNG STEL GELOMBANG 0,92 m2.400 lbr Bubung stel gelombang 0.92 m Rp 21,600.00 = Rp 51,840.00 6.000 bh Paku sekrup 3.5" Rp 14,400.00 = Rp 86,400.00 0.084 org/hr Pekerja Rp 32,500.00 = Rp 2,730.00 0.125 org/hr Tukang kayu Rp 35,000.00 = Rp 4,375.00 0.013 org/hr Kepala tukang Rp 45,000.00 = Rp 585.00 0.004 org/hr Mandor Rp 45,000.00 = Rp 180.00


1M1 PASANG NOK STEL GELOMBANG 1,05 m2.100 lbr Nok stel gelombang Rp 48,000.00 = Rp 100,800.00 6.000 bh Paku sekrup 3.5" Rp 14,400.00 = Rp 86,400.00 0.084 org/hr Pekerja Rp 32,500.00 = Rp 2,730.00 0.125 org/hr Tukang kayu Rp 35,000.00 = Rp 4,375.00 0.013 org/hr Kepala tukang Rp 45,000.00 = Rp 585.00 0.004 org/hr Mandor Rp 45,000.00 = Rp 180.00


1M1 PASANG NOK STEL GELOMBANG 1,08 m2.050 lbr Nok stel gelombang Rp 48,000.00 = Rp 98,400.00 6.000 bh Paku sekrup 3.5" Rp 14,400.00 = Rp 86,400.00 0.084 org/hr Pekerja Rp 32,500.00 = Rp 2,730.00 0.125 org/hr Tukang kayu Rp 35,000.00 = Rp 4,375.00 0.013 org/hr Kepala tukang Rp 45,000.00 = Rp 585.00 0.004 org/hr Mandor Rp 45,000.00 = Rp 180.00


1M2 PASANG ATAP ALUMINIUM1.050 Atap alluminium gelombang tebal 0.55 Rp 120,000.00 = Rp 126,000.00 0.020 kg Paku hak panjang 15 cm Rp 14,400.00 = Rp 288.00 0.150 org/hr Pekerja Rp 32,500.00 = Rp 4,875.00 0.750 org/hr Tukang kayu Rp 35,000.00 = Rp 26,250.00 0.008 org/hr Kepala tukang Rp 45,000.00 = Rp 360.00 0.006 org/hr Mandor Rp 45,000.00 = Rp 270.00

m2

319


1M2 PASANG NOK ALUMINIUM1.200 Nok standar 40 cm 18, swg 22 Rp 108,000.00 = Rp 129,600.00 0.040 kg Paku hak panjang 15 cm Rp 14,400.00 = Rp 576.00 0.100 org/hr Pekerja Rp 32,500.00 = Rp 3,250.00 1.000 org/hr Tukang kayu Rp 35,000.00 = Rp 35,000.00 0.010 org/hr Kepala tukang Rp 45,000.00 = Rp 450.00 0.010 org/hr Mandor Rp 45,000.00 = Rp 450.00


m2

320

1M2 PASANG LAPISAN ALUMINIUM FOIL / SISALATION1.050 Allumunium foil / sisalation Rp 180,000.00 = Rp 189,000.00 0.150 org/hr Pekerja Rp 32,500.00 = Rp 4,875.00 0.050 org/hr Tukang kayu Rp 35,000.00 = Rp 1,750.00 0.005 org/hr Kepala tukang Rp 45,000.00 = Rp 225.00 0.008 org/hr Mandor Rp 45,000.00 = Rp 360.00


1M2 PASANG ATAP SENG GELOMBANG BJLS.25 PANJANG = 1.80 M0.617 lbr Seng Gel. Panjang = 1.80m Rp 60,000.00 = Rp 37,037.04 0.020 kg Paku pancing 1/2"-1" Rp 14,400.00 = Rp 288.00 0.120 org/hr Pekerja Rp 32,500.00 = Rp 3,900.00 0.060 org/hr Tukang kayu Rp 35,000.00 = Rp 2,100.00 0.006 org/hr Kepala tukang Rp 45,000.00 = Rp 270.00 0.006 org/hr Mandor Rp 45,000.00 = Rp 270.00


1M2 PASANG ATAP SENG GELOMBANG BJLS.25 PANJANG = 2.10 M0.529 lbr Seng Gel. Panjang = 2.10m Rp 72,000.00 = Rp 38,095.24 0.020 kg Paku pancing 1/2"-1" Rp 14,400.00 = Rp 288.00 0.120 org/hr Pekerja Rp 32,500.00 = Rp 3,900.00 0.060 org/hr Tukang kayu Rp 35,000.00 = Rp 2,100.00 0.006 org/hr Kepala tukang Rp 45,000.00 = Rp 270.00 0.006 org/hr Mandor Rp 45,000.00 = Rp 270.00


1M2 PASANG ATAP SENG GELOMBANG BJLS.25 PANJANG = 2.450 M0.455 lbr Seng Gel. Panjang = 2.450m Rp 84,000.00 = Rp 38,220.00 0.020 kg Paku pancing 1/2"-1" Rp 14,400.00 = Rp 1,728.00 0.120 org/hr Pekerja Rp 32,500.00 = Rp 3,900.00 0.060 org/hr Tukang kayu Rp 35,000.00 = Rp 2,100.00 0.006 org/hr Kepala tukang Rp 45,000.00 = Rp 270.00 0.006 org/hr Mandor Rp 45,000.00 = Rp 270.00


1M2 PASANG ATAP SENG GELOMBANG BJLS.25 PANJANG =3.00 M0.370 lbr Seng Gel. Panjang = 3.00m Rp 100,800.00 = Rp 37,333.33 0.020 kg Paku pancing 1/2"-1" Rp 14,400.00 = Rp 288.00 0.120 org/hr Pekerja Rp 32,500.00 = Rp 3,900.00 0.060 org/hr Tukang kayu Rp 35,000.00 = Rp 2,100.00 0.006 org/hr Kepala tukang Rp 45,000.00 = Rp 270.00 0.006 org/hr Mandor Rp 45,000.00 = Rp 270.00


1M2 PASANG ATAP NOK SENG 0.300 lbr Seng Plat 3"x6" bjls 25 Rp 60,000.00 = Rp 18,000.00 0.040 kg Paku biasa 1/2" - 1" Rp 14,400.00 = Rp 576.00 0.150 org/hr Pekerja Rp 32,500.00 = Rp 4,875.00 0.070 org/hr Tukang kayu Rp 35,000.00 = Rp 2,450.00 0.008 org/hr Kepala tukang Rp 45,000.00 = Rp 360.00 0.008 org/hr Mandor Rp 45,000.00 = Rp 360.00

Total = Rp 26,621.00

m2

321


L. PEKERJAAN SANITASI

1 BH PEMASANGAN KLOSED JONGKOK PORSELEN

1.000 bh Kloset jongkok teraso Rp 72,000.00 = Rp 72,000.00

6.000 kg PC Rp 1,260.00 = Rp 7,560.00






Total = Rp 240,160.00


1 BH PEMASANGAN KLOSED DUDUK / MONOBLOK

1.000 bh Kloset duduk / monoblok Rp 1,080,000.00 = Rp 1,080,000.00

1.000 ls Perlengkapan 6% harga kloset Rp 64,800.00 = Rp 64,800.00





Total = Rp 1,297,795.00


1 BH PEMASANGAN URINOIR

1.000 bh Urinoir Rp 900,000.00 = Rp 900,000.00

1.000 ls Perlengkapan 30 % harga Urinoir Rp 270,000.00 = Rp 270,000.00

6.000 kg PC Rp 1,260.00 = Rp 7,560.00






Total = Rp 1,254,960.00


1 SET PEMASANGAN WASTAFEL

1.000 set Wastafel merk american/TOTTO Rp 300,000.00 = Rp 300,000.00

1.000 ls Perlengkapan 12 % harga Wastafel Rp 36,000.00 = Rp 36,000.00

6.000 kg PC Rp 1,260.00 = Rp 7,560.00






Total = Rp 445,460.00


1 BH PEMASANGAN BAK MANDI FIBER GLASS, VOLUME 0,30 M3

1.000 bh Bak fiberglass Rp 180,000.00 = Rp 180,000.00

1.000 ls Perlengkapan 18 % harga Bak Rp 32,400.00 = Rp 32,400.00





m3

m3

m3

322

Total = Rp 394,650.00


1 BH PEMASANGAN BAK MANDI BATU BATA, VOLUME 0,30 M3220.000 bh Batu merah Rp 450.00 = Rp 99,000.00120.000 kg Semen portland Rp 1,260.00 = Rp 151,200.00

0.300 Pasir pasang Rp 90,000.00 = Rp 27,000.0045.000 bh Keramik ( 20 x 20 ) cm Rp 1,920.00 = Rp 86,400.006.000 kg PC Rp 1,260.00 = Rp 7,560.006.000 org/hr Pekerja Rp 32,500.00 = Rp 195,000.003.000 org/hr Tukang batu Rp 35,000.00 = Rp 105,000.000.300 org/hr Kepala tukang Rp 45,000.00 = Rp 13,500.000.300 org/hr Mandor Rp 45,000.00 = Rp 13,500.00


1 BH PEMASANGAN BAK BETON, VOLUME 1 M30.900 Beton K225 Rp 964,900.00 = Rp 868,410.00

180.000 kg Besi beton Rp 10,800.00 = Rp 1,944,000.001.000 Kayu cetakan / Begisting Rp 3,000,000.00 = Rp 3,000,000.005.000 Ubin Keramik (20 x 20) cm Rp 48,000.00 = Rp 240,000.001.000 ls Perlengkapan (10 % harga bahan total) Rp 402,370.00 = Rp 402,370.003.500 org/hr Pekerja Rp 32,500.00 = Rp 113,750.004.500 org/hr Tukang batu Rp 35,000.00 = Rp 157,500.000.900 org/hr Kepala tukang Rp 45,000.00 = Rp 40,500.000.900 org/hr Mandor Rp 45,000.00 = Rp 40,500.00


1 BH PEMASANGAN BAK FIBER GLASS, VOLUME 1 M30.900 bak fiberglass Rp 1,140,000.00 = Rp 1,026,000.001.000 ls Perlengkapan (12 % harga bahan total) Rp 136,800.00 = Rp 136,800.003.000 org/hr Pekerja Rp 32,500.00 = Rp 97,500.004.500 org/hr Tukang batu Rp 35,000.00 = Rp 157,500.000.900 org/hr Kepala tukang Rp 45,000.00 = Rp 40,500.000.900 org/hr Mandor Rp 45,000.00 = Rp 40,500.00






300.000 bh Batu Bata Rp 450.00 = Rp 135,000.0010.300 kg PC Rp 1,260.00 = Rp 12,978.000.061 Pasir pasang Rp 90,000.00 = Rp 5,490.000.069 Pasir urug Rp 75,000.00 = Rp 5,175.000.380 org/hr Pekerja Rp 32,500.00 = Rp 12,350.000.190 org/hr Tukang batu Rp 35,000.00 = Rp 6,650.000.019 org/hr Kepala tukang Rp 45,000.00 = Rp 855.00

m3

m3

m3

m2

m3

m3

m3

m3

m3

323

0.019 org/hr Mandor Rp 45,000.00 = Rp 855.00Total = Rp 258,553.00



1.100 bh Buis beton U dia 20 cm Rp 22,800.00 = Rp 25,080.00


3.920 kg PC Rp 1,260.00 = Rp 4,939.20


0.024 Pasir urug Rp 75,000.00 = Rp 1,800.00





Total = Rp 53,489.20



1.100 bh Buis beton U dia 30cm Rp 38,400.00 = Rp 42,240.00


10.300 kg PC Rp 1,260.00 = Rp 12,978.00


0.069 Pasir urug Rp 75,000.00 = Rp 5,175.00





Total = Rp 221,593.00




44.000 kg PC Rp 1,260.00 = Rp 55,440.00




0.060 Pasir beton Rp 90,000.00 = Rp 5,400.00





Total = Rp 269,982.50




77.000 kg PC Rp 1,260.00 = Rp 97,020.00




0.090 Pasir beton Rp 90,000.00 = Rp 8,100.00



m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

324



Total = Rp 277,915.00




114.000 kg PC Rp 1,260.00 = Rp 143,640.00




0.120 Pasir beton Rp 90,000.00 = Rp 10,800.00





0.100 org/hr Tukang gali Rp 35,000.00 = Rp 3,500.00

Total = Rp 428,180.00


1M' PASANG TALANG PVC U 20

1.000 m' Talang PVC U20 Rp 90,000.00 = Rp 90,000.00

1.000 ls Perlengkapan (35 % harga Talang) Rp 31,500.00 = Rp 31,500.00





Total = Rp 125,121.00



1.200 m' Pipa PVC Rp 23,400.00 = Rp 28,080.00






Total = Rp 39,891.00



1.200 m' Pipa PVC Rp 28,800.00 = Rp 34,560.00






Total = Rp 48,261.00



1.200 m' Pipa PVC Rp 36,000.00 = Rp 43,200.00



m3

m3

m3

325




Total = Rp 59,421.00


1M' PASANG PIPA PVC TIPE AW DIA. 1 1/2"1.200 m' Pipa PVC Rp 66,000.00 = Rp 79,200.00 1.000 ls Perlengkapan (35 % harga pipa) Rp 0.00 = Rp - 0.036 org/hr Pekerja Rp 32,500.00 = Rp 1,170.00 0.060 org/hr Tukang batu Rp 35,000.00 = Rp 2,100.00 0.006 org/hr Kepala tukang Rp 45,000.00 = Rp 270.00 0.002 org/hr Mandor Rp 45,000.00 = Rp 81.00


1M' PASANG PIPA PVC TIPE AW DIA. 2"1.200 m' Pipa PVC Rp 97,800.00 = Rp 117,360.00 1.000 ls Perlengkapan (35 % harga pipa) Rp 34,230.00 = Rp 34,230.00 0.036 org/hr Pekerja Rp 32,500.00 = Rp 1,170.00 0.060 org/hr Tukang batu Rp 35,000.00 = Rp 2,100.00 0.006 org/hr Kepala tukang Rp 45,000.00 = Rp 270.00 0.002 org/hr Mandor Rp 45,000.00 = Rp 81.00


1M' PASANG PIPA PVC TIPE AW DIA. 2 1/2"1.200 m' Pipa PVC Rp 126,000.00 = Rp 151,200.00 1.000 ls Perlengkapan (35 % harga pipa) Rp 44,100.00 = Rp 44,100.00 0.081 org/hr Pekerja Rp 32,500.00 = Rp 2,632.50 0.135 org/hr Tukang batu Rp 35,000.00 = Rp 4,725.00 0.014 org/hr Kepala tukang Rp 45,000.00 = Rp 607.50 0.004 org/hr Mandor Rp 45,000.00 = Rp 184.50






1bh PASANG CORONG PIPA PVC TIPE AW DIA. 3"

326

1.000 bh Corong Pipa PVC dia 3" Rp 7,200.00 = Rp 7,200.00 1.000 ls Perlengkapan (35 % harga pipa) Rp 2,520.00 = Rp 2,520.00 0.036 org/hr Pekerja Rp 32,500.00 = Rp 1,170.00 0.060 org/hr Tukang batu Rp 35,000.00 = Rp 2,100.00 0.006 org/hr Kepala tukang Rp 45,000.00 = Rp 270.00 0.002 org/hr Mandor Rp 45,000.00 = Rp 81.00


1bh PASANG KENI PIPA PVC TIPE AW DIA. 3"1.000 bh Keni Pipa PVC dia 3" Rp 7,800.00 = Rp 7,800.00 1.000 ls Perlengkapan (35 % harga pipa) Rp 2,730.00 = Rp 2,730.00 0.036 org/hr Pekerja Rp 32,500.00 = Rp 1,170.00 0.060 org/hr Tukang batu Rp 35,000.00 = Rp 2,100.00 0.006 org/hr Kepala tukang Rp 45,000.00 = Rp 270.00 0.002 org/hr Mandor Rp 45,000.00 = Rp 81.00


PASANG 1 BH KRAN AIR DIAMETER 3/4" ATAU 1/2"1.000 Bh Kran Air Rp 18,000.00 = Rp 18,000.000.025 Bh Seal tape Rp 2,400.00 = Rp 60.000.010 org/hr Pekerja Rp 32,500.00 = Rp 325.000.100 org/hr Tukang batu Rp 35,000.00 = Rp 3,500.000.010 org/hr Kepala tukang Rp 45,000.00 = Rp 450.000.005 org/hr Mandor Rp 45,000.00 = Rp 225.00


1 M' PASANG PIPA GALVANIS DIAMETER 1/2"1.200 m' Pipa galvanis Rp 132,000.00 = Rp 158,400.001.000 ls Perlengkapan (35 % harga pipa) Rp 46,200.00 = Rp 46,200.000.054 org/hr Pekerja Rp 32,500.00 = Rp 1,755.000.090 org/hr Tukang batu Rp 35,000.00 = Rp 3,150.000.009 org/hr Kepala tukang Rp 45,000.00 = Rp 405.000.027 org/hr Mandor Rp 45,000.00 = Rp 1,215.00


1 M' PASANG PIPA GALVANIS DIAMETER 3/4"1.200 m' Pipa galvanis Rp 162,000.00 = Rp 194,400.001.000 ls Perlengkapan (35 % harga pipa) Rp 56,700.00 = Rp 56,700.000.054 org/hr Pekerja Rp 32,500.00 = Rp 1,755.000.090 org/hr Tukang batu Rp 35,000.00 = Rp 3,150.000.009 org/hr Kepala tukang Rp 45,000.00 = Rp 405.000.027 org/hr Mandor Rp 45,000.00 = Rp 1,215.00


1 M' PASANG PIPA GALVANIS DIAMETER 1"1.200 m' Pipa galvanis Rp 36,000.00 = Rp 43,200.001.000 ls Perlengkapan (35 % harga pipa) Rp 12,600.00 = Rp 12,600.000.054 org/hr Pekerja Rp 32,500.00 = Rp 1,755.000.090 org/hr Tukang batu Rp 35,000.00 = Rp 3,150.000.009 org/hr Kepala tukang Rp 45,000.00 = Rp 405.000.027 org/hr Mandor Rp 45,000.00 = Rp 1,215.00


327

1 M' PASANG PIPA GALVANIS DIAMETER 2"1.200 m' Pipa galvanis Rp 78,000.00 = Rp 93,600.001.000 ls Perlengkapan (35 % harga pipa) Rp 27,300.00 = Rp 27,300.000.108 org/hr Pekerja Rp 32,500.00 = Rp 3,510.000.180 org/hr Tukang batu Rp 35,000.00 = Rp 6,300.000.018 org/hr Kepala tukang Rp 45,000.00 = Rp 810.000.005 org/hr Mandor Rp 45,000.00 = Rp 243.00


1 M' PASANG PIPA GALVANIS DIAMETER 2 ,5"1.200 m' Pipa galvanis Rp 110,400.00 = Rp 132,480.001.000 ls Perlengkapan (35 % harga pipa) Rp 38,640.00 = Rp 38,640.000.108 org/hr Pekerja Rp 32,500.00 = Rp 3,510.000.180 org/hr Tukang batu Rp 35,000.00 = Rp 6,300.000.018 org/hr Kepala tukang Rp 45,000.00 = Rp 810.000.005 org/hr Mandor Rp 45,000.00 = Rp 243.00


1 BH BAK CUCI PIRING STAINLESS STEEL1.000 bh Bak cuci piring stanless steel Rp 300,000.00 = Rp 300,000.001.000 set Water drain + asesories Rp 35,000.00 = Rp 35,000.000.030 org/hr Pekerja Rp 32,500.00 = Rp 975.000.300 org/hr Tukang batu Rp 35,000.00 = Rp 10,500.000.030 org/hr Kepala tukang Rp 45,000.00 = Rp 1,350.000.002 org/hr Mandor Rp 45,000.00 = Rp 67.50


PASANG 1 BH FLOOR DRAIN / AVAOUR1.000 bh Floor drain Rp 24,000.00 = Rp 24,000.000.010 org/hr Pekerja Rp 32,500.00 = Rp 325.000.100 org/hr Tukang batu Rp 35,000.00 = Rp 3,500.000.010 org/hr Kepala tukang Rp 45,000.00 = Rp 450.000.005 org/hr Mandor Rp 45,000.00 = Rp 225.00


M. PEKERJAAN PENGECATAN1 M2 PENGECATAN BIDANG KAYU LAMA

0.150 Kg Plamir Rp 18,000.00 = Rp 2,700.00 0.170 Kg Cat Dasar Rp 54,000.00 = Rp 9,180.00 0.170 Kg Cat Penutup Rp 54,000.00 = Rp 9,180.00 0.070 Org/Hari Pekerja Rp 32,500.00 = Rp 2,275.00 0.075 Org/Hari Tukang Cat Rp 35,000.00 = Rp 2,625.00



1 M2 PENGECATAN BIDANG KAYU BARU ( 1 LAPIS PLAMIR ), 1 LAPIS CAT DASAR,2 LAPIS CAT PENUTUP

0.200 Kg Cat Meni Rp 20,400.00 = Rp 4,080.00 0.150 Kg Plamir Rp 18,000.00 = Rp 2,700.00 0.170 Kg Cat Dasar Rp 54,000.00 = Rp 9,180.00 0.260 Kg Cat Penutup 2 kali Rp 54,000.00 = Rp 14,040.00 0.070 Org/Hari Pekerja Rp 32,500.00 = Rp 2,275.00 0.009 Org/Hari Tukang Cat Rp 35,000.00 = Rp 315.00 0.006 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 270.00


328


1 M2 PELABURAN BIDANG KAYU DENGAN TEAK OIL0.360 Ltr Teak Oil Rp 7,200.00 = Rp 2,592.00 0.040 Org/Hari Pekerja Rp 32,500.00 = Rp 1,300.00 0.063 Org/Hari Tukang Cat Rp 35,000.00 = Rp 2,205.00 0.063 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 2,835.00


Dibulatkan = Rp 9,000.00 1 M2 PELABURAN BIDANG KAYU DENGAN POLITUR

0.150 Ltr Politur Rp 36,000.00 = Rp 5,400.00 0.372 Ltr Politur jadi Rp 36,000.00 = Rp 13,392.00 2.000 Lbr Ampelas Rp 8,400.00 = Rp 16,800.00

Org/Hari Pekerja Rp 32,500.00 = Rp - 0.060 Org/Hari Tukang Cat Rp 35,000.00 = Rp 2,100.00 0.016 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 720.00



1 M2 PELABURAN BIDANG KAYU DENGAN CAT RESIDU DAN TER0.350 Ltr Residu atau ter Rp 10,800.00 = Rp 3,780.00 0.100 Org/Hari Pekerja Rp 32,500.00 = Rp 3,250.00

Org/Hari Tukang Cat Rp 35,000.00 = Rp - Org/Hari Kepala Tukang Rp 45,000.00 = Rp -



1 M2 PELABURAN BIDANG KAYU DENGAN VERNIS0.150 Ltr Vernis Rp 30,000.00 = Rp 4,500.00 0.050 Kg Dempul Rp 30,000.00 = Rp 1,500.00 0.100 Lbr Ampelas Rp 8,400.00 = Rp 840.00 0.010 Bh Kuas Rp 21,000.00 = Rp 210.00 0.160 Org/Hari Pekerja Rp 32,500.00 = Rp 5,200.00 0.160 Org/Hari Tukang Cat Rp 35,000.00 = Rp 5,600.00 0.016 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 720.00



1 M2 PENGECATAN TEMBOK BARU ( 1 LAPIS PLAMIR, 1 LAPIS CAT-DASAR, 2 LAPIS CAT PENUTUP ) DENGAN CAT MUTU BAIK SETARA AVITEC




1 M2 PENGECATAN TEMBOK BARU ( 1 LAPIS PLAMIR, 1 LAPIS CAT-DASAR, 2 LAPIS CAT PENUTUP ) DENGAN CAT MUTU BAIK SETARA CATILAC

329




1 M2 PENGECATAN TEMBOK BARU ( 1 LAPIS PLAMIR, 1 LAPIS CAT-DASAR, 2 LAPIS CAT PENUTUP ) DENGAN CAT MUTU BAIK SETARA MOVILEC




1 M2 PENGECATAN TEMBOK LAMA ( 1 LAPIS CAT DASAR, 2 LAPIS CAT PENUTUP DENGAN CAT MUTU BAIK SETARA AVITEC

0.120 Kg Cat Dasar Rp 15,000.00 = Rp 1,800.00 0.180 Kg Cat Penutup 2X Rp 15,000.00 = Rp 2,700.00 0.028 Org/Hari Pekerja Rp 32,500.00 = Rp 910.00 0.042 Org/Hari Tukang Cat Rp 35,000.00 = Rp 1,470.00



1 M2 PENGECATAN TEMBOK LAMA ( 1 LAPIS CAT DASAR, 2 LAPIS CAT PENUTUP DENGAN CAT MUTU BAIK SETARA CATILAC




1 M2 PENGECATAN TEMBOK LAMA ( 1 LAPIS CAT DASAR, 2 LAPIS CAT PENUTUP DENGAN CAT MUTU BAIK SETARA MOVILEC




330

1 M2 MELABUR TEMBOK DENGAN KAPUR SIRIH0.1000 Lbr Ampelas Rp 8,400.00 = Rp 840.00 0.2500 Ikat Alang-alang Rp 6,000.00 = Rp 1,500.00 0.0020 M3 Perancah kayu Rp 3,000,000.00 = Rp 6,000.00 0.0002 M3 Kapur sirih Rp 720,000.00 = Rp 108.00 0.1500 Org/Hari Pekerja Rp 32,500.00 = Rp 4,875.00 0.0010 Org/Hari Tukang Cat Rp 35,000.00 = Rp 35.00 0.0001 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 4.50 0.0025 Org/Hari Mandor Rp 45,000.00 = Rp 112.50


1 M2 MELABUR TEMBOK LAMA DENGAN KAPUR SIRIH ( PEMELIHARAAN )0.0020 M3 Perancah kayu Rp 3,000,000.00 = Rp 6,000.00 0.0003 M3 Kapur sirih Rp 720,000.00 = Rp 216.00 0.0400 Org/Hari Pekerja Rp 32,500.00 = Rp 1,300.00 0.0050 Org/Hari Tukang Cat Rp 35,000.00 = Rp 175.00 0.0005 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 22.50 0.0025 Org/Hari Mandor Rp 45,000.00 = Rp 112.50


1 M2 PENGECATAN PERMUKAAN BAJA DENGAN MENI BESI0.100 Kg Meni besi Rp 20,400.00 = Rp 2,040.00 0.010 Bh Kuas Rp 21,000.00 = Rp 210.00 0.020 Org/Hari Pekerja Rp 32,500.00 = Rp 650.00 0.200 Org/Hari Tukang Cat Rp 35,000.00 = Rp 7,000.00 0.020 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 900.00 0.010 Org/Hari Mandor Rp 45,000.00 = Rp 450.00


1 M2 PENGECATAN PERMUKAAN BAJA DENGAN MENI BESI, CAT BESI, DAN PERANCAH0.100 Kg Meni besi Rp 20,400.00 = Rp 2,040.00 0.800 Kg Cat Besi Rp 54,000.00 = Rp 43,200.00 0.010 Ltr Minyak cat Rp 21,000.00 = Rp 210.00 0.010 Bh Kuas Rp 21,000.00 = Rp 210.00 0.002 M3 Perancah Kayu Rp 3,000,000.00 = Rp 6,000.00 0.020 Org/Hari Pekerja Rp 32,500.00 = Rp 650.00 0.200 Org/Hari Tukang Cat Rp 35,000.00 = Rp 7,000.00 0.020 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 900.00 0.010 Org/Hari Mandor Rp 45,000.00 = Rp 450.00


1 M2 PENGECATAN PERMUKAAN BAJA LAPIS SENG (GALBANI) SECARA


0.300 Kg Cat Rp 54,000.00 = Rp 16,200.00





Total = Rp 17,955.00

331


1 M2 MENGECAT ETERNIT/PLAFOND BARU


0.010 Bh Kuas Rp 21,000.00 = Rp 210.00






Total = Rp 18,450.00


1 M2 MENGECAT ETERNIT/PLAFOND LAMA


0.010 Bh Kuas Rp 21,000.00 = Rp 210.00






Total = Rp 17,370.00


N. PEKERJAAN KUNCI DAN KACA

1 BH PASANG KUNCI TANAM 2 X PUTAR BIASA

1.000 Bh Kunci Tanam biasa Rp 66,000.00 = Rp 66,000.00





Total = Rp 84,500.00


1 BH PASANG KUNCI TANAM 2 X PUTAR ANTIK

1.000 Bh Kunci Tanam Antik Rp 180,000.00 = Rp 180,000.00





Total = Rp 205,785.00


1 BH PASANG KUNCI TANAM KAMAR MANDI

1.000 Bh Kunci Tanam Kamar Mandi Rp 54,000.00 = Rp 54,000.00





Total = Rp 72,000.00


1 BH PASANG KUNCI SILINDER

1.000 Bh Kunci silinder Rp 60,000.00 = Rp 60,000.00

332





Total = Rp 78,000.00


1 BH PASANG ENGSEL PINTU

1.0000 Bh Engsel Pintu Rp 54,000.00 = Rp 54,000.00





Total = Rp 60,446.25


1 BH PASANG ENGSEL JENDELA1.0000 Bh Engsel Jendela Rp 54,000.00 = Rp 54,000.00 0.0100 Org/Hari Pekerja Rp 32,500.00 = Rp 325.00 0.1000 Org/Hari Tukang Kayu Rp 35,000.00 = Rp 3,500.00 0.0100 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 450.00 0.0005 Org/Hari Mandor Rp 45,000.00 = Rp 22.50


1 BH PASANG ENGSEL ANGIN/HAK ANGIN 1.000 Bh Hak Angin Rp 12,000.00 = Rp 12,000.00 0.020 Org/Hari Pekerja Rp 32,500.00 = Rp 650.00 0.200 Org/Hari Tukang Kayu Rp 35,000.00 = Rp 7,000.00 0.020 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 900.00 0.010 org/hr Mandor Rp 45,000.00 = Rp 450.00


1 BH PASANG GRENDEL PINTU TANAM1.000 Bh Grendel tanam Rp 42,000.00 = Rp 42,000.00 0.020 Org/Hari Pekerja Rp 32,500.00 = Rp 650.00 0.200 Org/Hari Tukang Kayu Rp 35,000.00 = Rp 7,000.00 0.020 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 900.00 0.001 org/hr Mandor Rp 45,000.00 = Rp 45.00


1 BH PASANG GRENDEL BIASA1.000 Bh Grendel biasa Rp 9,000.00 = Rp 9,000.00 0.020 Org/Hari Pekerja Rp 32,500.00 = Rp 650.00 0.200 Org/Hari Tukang Kayu Rp 35,000.00 = Rp 7,000.00 0.020 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 900.00 0.001 org/hr Mandor Rp 45,000.00 = Rp 45.00


1 BH PASANG REL PINTU DORONG1.000 Bh Rel Pintu Dorong L.50.50.5 P.8 Meter. Rp - = Rp - 0.060 Org/Hari Pekerja Rp 32,500.00 = Rp 1,950.00 0.600 Org/Hari Tukang Besi Rp 35,000.00 = Rp 21,000.00 0.060 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 2,700.00 0.003 Org/Hari Mandor Rp 45,000.00 = Rp 135.00


333

1 BH PASANG KUNCI LEMARI1.000 Bh Kunci Lemari Rp 9,000.00 = Rp 9,000.00 0.025 Org/Hari Pekerja Rp 32,500.00 = Rp 812.50 0.250 Org/Hari Tukang Kayu Rp 35,000.00 = Rp 8,750.00 0.025 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 1,125.00 0.001 Org/Hari Mandor Rp 45,000.00 = Rp 56.25


1 M2 PASANG KACA BENING, Tebal 5 mm1.100 Kaca Rp 54,000.00 = Rp 59,400.000.015 Org/Hari Pekerja Rp 32,500.00 = Rp 487.500.150 Org/Hari Tukang Kayu Rp 35,000.00 = Rp 5,250.000.015 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 675.000.001 Org/Hari Mandor Rp 45,000.00 = Rp 33.75


1 M2 PASANG KACA "WIREGLASS", Tebal 5 mm1.100 Kaca Wireglass Rp 960,000.00 = Rp 1,056,000.000.015 Org/Hari Pekerja Rp 32,500.00 = Rp 487.500.150 Org/Hari Tukang Kayu Rp 35,000.00 = Rp 5,250.000.015 Org/Hari Kepala Tukang Rp 45,000.00 = Rp 675.000.001 Org/Hari Mandor Rp 45,000.00 = Rp 33.75


O. PEKERJAAN INSTALASI 1 BH PASANG LAMPU BARET

1.000 bh Baret Rp 90,000.00 = Rp 90,000.00 0.250 org/hr Tukang Listrik Rp 35,000.00 = Rp 8,750.00 0.020 org/hr Mandor Rp 45,000.00 = Rp 900.00


1 BH PASANG LAMPU TL 2 x 20 Watt1.000 bh Lampu TL 2 x 20 Watt Rp 180,000.00 = Rp 180,000.00 0.250 org/hr Tukang Listrik Rp 35,000.00 = Rp 8,750.00 0.020 org/hr Mandor Rp 45,000.00 = Rp 900.00


1 BH PASANG LAMPU TL 20 Watt1.000 bh Lampu TL 20 Watt Rp 120,000.00 = Rp 120,000.00 0.250 org/hr Tukang Listrik Rp 35,000.00 = Rp 8,750.00 0.020 org/hr Mandor Rp 45,000.00 = Rp 900.00


1 BH PASANG LAMPU Pijar 20 Watt1.000 bh Lampu Pijar 20 Watt Rp 30,000.00 = Rp 30,000.00 0.250 org/hr Tukang Listrik Rp 35,000.00 = Rp 8,750.00 0.020 org/hr Mandor Rp 45,000.00 = Rp 900.00


1 BH PASANG LAMPU HIAS/TEMPEL1.000 bh Lampu Hias 20 Watt Rp 240,000.00 = Rp 240,000.00 0.250 org/hr Tukang Listrik Rp 35,000.00 = Rp 8,750.00 0.020 org/hr Mandor Rp 45,000.00 = Rp 900.00


M2

M2

334

1 SET PASANG LAMPU HIAS LANSEKAP DOUBLE BOLA LAMPU2.000 bh Lampu Hias 20 Watt model GLOBE Rp 240,000.00 = Rp 480,000.00 0.250 Ljr Pipa GI Monel 2.5 " Rp 660,000.00 = Rp 165,000.00 0.300 Ljr Pipa GI monel 2." Rp 462,000.00 = Rp 138,600.00 0.250 org/hr Tukang Listrik Rp 35,000.00 = Rp 8,750.00 0.020 org/hr Mandor Rp 45,000.00 = Rp 900.00


1 SET PASANG LAMPU HIAS LANSEKAP BOLA LAMPU TUNGGAL1.000 bh Lampu Hias 20 Watt Rp 240,000.00 = Rp 240,000.00 0.250 Ljr Pipa GI Monel 2.5 " Rp 660,000.00 = Rp 165,000.00 0.167 Ljr Pipa GI monel 2." Rp 462,000.00 = Rp 77,000.00 0.250 org/hr Tukang Listrik Rp 35,000.00 = Rp 8,750.00 0.020 org/hr Mandor Rp 45,000.00 = Rp 900.00


1 BH PASANG SAKELAR TUNGGAL1.000 bh Sakelar Tunggal Rp 30,000.00 = Rp 30,000.00 0.250 org/hr Tukang Listrik Rp 35,000.00 = Rp 8,750.00 0.020 org/hr Mandor Rp 45,000.00 = Rp 900.00


1 BH PASANG SAKELAR GANDA1.000 bh Sakelar Ganda Rp 48,000.00 = Rp 48,000.00 0.250 org/hr Tukang Listrik Rp 35,000.00 = Rp 8,750.00 0.020 org/hr Mandor Rp 45,000.00 = Rp 900.00


1 BH PASANG STOP KONTAK1.000 bh Stop Kontak Rp 30,000.00 = Rp 30,000.00 0.250 org/hr Tukang Listrik Rp 35,000.00 = Rp 8,750.00 0.020 org/hr Mandor Rp 45,000.00 = Rp 900.00


1 BH PASANG INSTALASI LISTRIK1.000 bh Instalasi Listrik Rp 150,000.00 = Rp 150,000.00 0.250 org/hr Tukang Listrik Rp 35,000.00 = Rp 8,750.00 0.020 org/hr Mandor Rp 45,000.00 = Rp 900.00


1 BH PASANG PANEL MCB1.000 bh Panel MCB Rp 300,000.00 = Rp 300,000.00 0.250 org/hr Tukang Listrik Rp 35,000.00 = Rp 8,750.00 0.020 org/hr Mandor Rp 45,000.00 = Rp 900.00


P. PEKERJAAN JALAN LINGKUNGAN

1 M' BATU TEPI 15/200.0300 m3 Batu Belah 15/20 Rp 105,000.00 = Rp 3,150.00 0.0250 org/hr Buruh tak terampil Rp 26,000.00 = Rp 650.00

335

0.0008 org/hr Kepala Tukang Rp 42,500.00 = Rp 34.00 0.0500 org/hr Buruh terampil Rp 29,000.00 = Rp 1,450.00 0.0025 org/hr Mandor Rp 45,000.00 = Rp 112.50


BIAYA MENGGILAS 1 BULAN30.0000 jam Mesin Gilas 3 Roda 6 - 8 Ton Rp 94,748.00 = Rp 2,842,440.00 5.0000 ltr Stempet Rp 36,000.00 = Rp 180,000.00

20.0000 ltr Minyak Pelumas Rp 30,000.00 = Rp 600,000.00 1,000.0000 ltr Solar Rp 4,500.00 = Rp 4,500,000.00

150.0000 org/hr Buruh Tak Terampil Rp 26,000.00 = Rp 3,900,000.00 30.0000 org/hr Penjaga Rp 30,000.00 = Rp 900,000.00 30.0000 org/hr Operator Terampil Rp 60,000.00 = Rp 1,800,000.00 30.0000 org/hr Pembantu Operator Rp 35,000.00 = Rp 1,050,000.00


1 M2 LAPIS PENETRASI / PERMUKAAN MACADAM 5 CM ( LAPEN )0.0220 m3 Batu Pecah 2/3 ( Manual ) Rp 187,000.00 = Rp 4,114.00 0.0110 m3 Batu Pecah 1/2 ( Manual ) Rp 200,000.00 = Rp 2,200.00 0.0030 m3 Pasir Ayak Rp 90,000.00 = Rp 270.00 4.4790 kg Aspal Rp 10,440.00 = Rp 46,760.76 0.3210 lt Minyak Bakar Rp 4,000.00 = Rp 1,284.00 0.0060 set Alat Bantu ( set @ 3 Alat ) Rp 120,000.00 = Rp 720.00 0.0110 jam Mesin Gilas 3 Roda 6 - 8 Ton Rp 94,748.00 = Rp 1,042.23

( Lengkap dengan Operator dll )0.0110 jam Mesin Penyemprot Aspal 1000 Lt Rp 27,003.00 = Rp 297.03 0.0110 jam Truk Bak Terbuka 3,5 Ton / 115 HP Rp 149,739.00 = Rp 1,647.13 0.0040 org/hr Mandor Rp 45,000.00 = Rp 180.00 0.0040 org/hr Operator Terampil Rp 60,000.00 = Rp 240.00 0.0040 org/hr Pembantu Operator Rp 35,000.00 = Rp 140.00 0.0020 org/hr Sopir Terlatih Rp 45,000.00 = Rp 90.00 0.0020 org/hr Pembantu Sopir Rp 35,000.00 = Rp 70.00 0.0040 org/hr Buruh Terampil Rp 29,000.00 = Rp 116.00 0.1410 org/hr Buruh tak terampil Rp 26,000.00 = Rp 3,666.00


1 M2 LAPIS PENETRASI / PERMUKAAN MACADAM 3 CM ( LAPEN )0.0300 m3 Batu Pecah 2/3 ( Manual ) Rp 187,000.00 = Rp 5,610.00 0.0110 m3 Batu Pecah 1/2 ( Manual ) Rp 200,000.00 = Rp 2,200.00 0.0025 m3 Pasir Ayak Rp 90,000.00 = Rp 225.00 3.5000 kg Aspal Rp 10,440.00 = Rp 36,540.00 0.3210 lt Minyak Bakar Rp 4,000.00 = Rp 1,284.00 0.0040 set Alat Bantu ( set @ 3 Alat ) Rp 120,000.00 = Rp 480.00 0.0080 jam Mesin Gilas 3 Roda 6 - 8 Ton Rp 94,748.00 = Rp 757.98

( Lengkap dengan Operator dll )0.0080 jam Mesin Penyemprot Aspal 1000 Lt Rp 27,003.00 = Rp 216.02 0.0080 org/hr Truk Bak Terbuka 3,5 Ton / 115 HP Rp 149,739.00 = Rp 1,197.91 0.0016 org/hr Mandor Rp 45,000.00 = Rp 72.00 0.0016 org/hr Operator Terampil Rp 60,000.00 = Rp 96.00 0.0016 org/hr Pembantu Operator Rp 35,000.00 = Rp 56.00 0.0016 org/hr Sopir Terlatih Rp 45,000.00 = Rp 72.00 0.0016 org/hr Pembantu Sopir Rp 35,000.00 = Rp 56.00 0.0033 org/hr Buruh Terampil Rp 29,000.00 = Rp 95.70

336

0.0200 org/hr Buruh tak terampil Rp 26,000.00 = Rp 520.00 Total = Rp 49,478.62


1 M2 PASANG ONDERLAAG 10/15 PADAT GILAS0.1500 m3 Batu Belah 10/15 cm Rp 105,000.00 = Rp 15,750.00 0.0500 m3 Pasir Urug Rp 75,000.00 = Rp 3,750.00 0.0190 org/hr Mandor Rp 45,000.00 = Rp 855.00 0.3750 org/hr Buruh Tak Terampil Rp 26,000.00 = Rp 9,750.00

0.000130 Penggilasan 1/7500 x Biaya Gilas Rp 15,772,400.00 = Rp 2,050.41 1 Bulan ( DPUTL - 7 ) Total = Rp 32,155.41


1 M2 REPOSISI ONDERLAAG 10/15 PADAT GILAS0.0190 org/hr Mandor Rp 45,000.00 = Rp 855.00 0.3750 org/hr Buruh Tak Terampil Rp 26,000.00 = Rp 9,750.00

0.000130 Penggilasan 1/7500 x Biaya Gilas Rp 15,772,400.00 = Rp 2,050.41 1 Bulan ( DPUTL - 7 ) Total = Rp 12,655.41


1 M2 PASANG STENSLAAG 4/70.0800 m3 Batu Pecah 4/7 Rp 112,000.00 = Rp 8,960.00 0.0200 m3 Pasir Urug Rp 75,000.00 = Rp 1,500.00 0.0038 org/hr Mandor Rp 60,000.00 = Rp 228.00 0.0750 org/hr Buruh Tak Terampil Rp 26,000.00 = Rp 1,950.00 0.0003 Penggilasan 1/7500 x Biaya Gilas Rp 15,772,400.00 = Rp 4,731.72

1 Bulan ( DPUTL - 7 ) Total = Rp 17,369.72 Dibulatkan = Rp 17,300.00

PASANG GORONG - GORONG DIAMETER 50 CM1.1000 m' Gorong - gorong dia. 50 cm Rp 106,200.00 = Rp 116,820.00

300.0000 bh Batu Bata Rp 450.00 = Rp 135,000.00 10.3000 kg PC Rp 1,380.00 = Rp 14,214.00 0.0610 m3 Pasir Pasang Rp 90,000.00 = Rp 5,490.00 0.0690 m3 Pasir Urug Rp 75,000.00 = Rp 5,175.00 0.3800 org/hr Pekerja Rp 29,000.00 = Rp 11,020.00 0.1900 org/hr Tukang Batu Rp 35,000.00 = Rp 6,650.00 0.0190 org/hr Kepala Tukang Rp 42,500.00 = Rp 8,075.00 0.019 org/hr Mandor Rp 60,000.00 = Rp 1,140.00


ACUAN UNTUK BETON STRUKTUR 1 M3( Menggunakan Buruh )

0.0300 set Alat Bantu ( set @ 3 Alat ) Rp 120,000.00 = Rp 3,600.00 0.0300 m3 Kayu Acuan / Begisting Rp 3,000,000.00 = Rp 90,000.00 0.2000 kg Paku Rp 14,400.00 = Rp 2,880.00 0.1500 org/hr Buruh Terampil Rp 29,000.00 = Rp 4,350.00 0.3500 org/hr Buruh Tak Terampil Rp 26,000.00 = Rp 9,100.00 0.0500 org/hr Tukang Kayu Rp 35,000.00 = Rp 1,750.00 0.2000 org/hr Kepala Tukang Rp 42,500.00 = Rp 8,500.00


MEMOTONG, MEMBENGKOK DAN MEMASANG TULANGAN BESI BETON( Menggunakan Buruh )

0.0006 set Alat Bantu ( set @ 3 Alat ) Rp 120,000.00 = Rp 72.00 1.1250 kg Besi Beton dan Kawat Beton Rp 10,800.00 = Rp 12,150.00 0.0050 org/hr Buruh Terampil Rp 29,000.00 = Rp 145.00 0.0150 org/hr Buruh Tak Terampil Rp 26,000.00 = Rp 390.00 0.0050 org/hr Kepala Tukang Rp 42,500.00 = Rp 212.50

337

0.0050 org/hr Mandor Rp 42,500.00 = Rp 212.50 Total = Rp 13,182.00


1 M2 PEKERJAAN OVERPAINTEN PERMUKAAN JALAN ASPAL LAMA( KONDISI KASAR/RETAK/BERLUBANG DAN MERATA DIA. 0,25 - 0,75 CM )

1.5000 kg Aspal Rp 10,440.00 = Rp 15,660.00 0.0120 m3 Agregat 0,5/1 ( Grosok diayak ) Rp 200,000.00 = Rp 2,400.00 0.2400 ltr Minyak Bakar Rp 4,000.00 = Rp 960.00 0.0016 set Alat Bantu ( set @ 3 Alat ) Rp 120,000.00 = Rp 192.00 0.0016 jam Mesin Gilas 3 Roda 6 - 8 Ton Rp 94,748.00 = Rp 151.60

( Lengkap dengan Operator dll )0.0200 jam Penyemprot Aspal Rp 27,003.00 = Rp 540.06 0.0040 org/hr Mandor Rp 42,500.00 = Rp 170.00 0.0040 org/hr Buruh Terampil Rp 29,000.00 = Rp 116.00 0.0800 org/hr Buruh Tak terampil Rp 26,000.00 = Rp 2,080.00 0.0040 org/hr Operator Terampil Rp 60,000.00 = Rp 240.00 0.0040 org/hr Pembantu Operator Rp 35,000.00 = Rp 140.00


1 M3 TAMBAL SULAM JALAN ASPAL LAMA YANG BERLUBANG S/D KEDALAMAN 1CM - 7 CMMENGGUNAKAN BATUAN DAN ASPAL ( CARA PERHITUNGAN = PJG X LBR X TBL THD PERMUKAAN

0.8900 m3 Batu Pecah 3/5 ( Manual ) Rp 140,000.00 = Rp 124,600.00 0.2300 m3 Batu Pecah 2/3 ( Manual ) Rp 187,000.00 = Rp 43,010.00 0.2040 m3 Batu Pecah 1/2 ( Manual ) Rp 200,000.00 = Rp 40,800.00 0.1580 m3 Pasir Ayak Rp 90,000.00 = Rp 14,220.00

75.0000 kg Aspal Rp 10,440.00 = Rp 783,000.00 3.8500 ltr Minyak Bakar Rp 4,000.00 = Rp 15,400.00 0.1130 set Alat Bantu ( set @ 3 Alat ) Rp 120,000.00 = Rp 13,560.00 0.2100 jam Mesin Gilas 3 Roda 6 - 8 Ton Rp 94,748.00 = Rp 19,897.08

( Lengkap dengan Operator dll )0.2100 jam Penyemprot Aspal 350 ltr Rp 27,003.00 = Rp 5,670.63 0.2100 jam Truck Terbuka 3,5 ton Rp 149,739.00 = Rp 31,445.19 0.0850 org/hr Mandor Rp 42,500.00 = Rp 3,612.50 0.0420 org/hr Operator Terampil Rp 60,000.00 = Rp 2,520.00 0.0420 org/hr Pembantu Operator Rp 35,000.00 = Rp 1,470.00 0.0420 org/hr Sopir Terlatih Rp 45,000.00 = Rp 1,890.00 0.0420 org/hr Pembantu Sopir Rp 35,000.00 = Rp 1,470.00 0.0850 org/hr Buruh Terampil Rp 29,000.00 = Rp 2,465.00 2.8280 org/hr Buruh Tak terampil Rp 26,000.00 = Rp 73,528.00


1 M3 BETON STRUKTUR KLAS K 175( Menggunakan Buruh )

0.0910 org/hr Mandor Rp 42,500.00 = Rp 3,867.50 2.2730 org/hr Buruh Tak Terampil Rp 26,000.00 = Rp 59,098.00 0.2730 org/hr Buruh Terampil Rp 29,000.00 = Rp 7,917.00 0.4850 m3 Pasir Beton Rp 90,000.00 = Rp 43,650.00 6.9820 zak Semen Rp 69,000.00 = Rp 481,758.00 0.0910 set Alat Bantu ( set @ 3 Alat ) Rp 120,000.00 = Rp 10,920.00 0.7270 m3 Batu Pecah 2 - 3 (Mesin) Rp 195,000.00 = Rp 141,765.00 4.0000 m3 Acuan Beton Rp 120,100.00 = Rp 480,400.00

150.0000 kg Besi Beton dan Kawat Beton Rp 10,800.00 = Rp 1,620,000.00 1.0910 Alat Penggetar Beton 4 HP Rp 18,181.00 = Rp 19,835.47 0.5450 Pengadukan Beton 125 Ltr / 6 HP Rp 28,696.00 = Rp 15,639.32 0.1820 Pompa Air (0,50 mm) 30 m3 / jam Rp 15,059.00 = Rp 2,740.74


Q. PEKERJAAN LAND SKAPE1 BH TANAM POHON SADENG

338

1.000 Bh Pohon Sadeng Rp 648,000.00 = Rp 648,000.00 0.400 org/hr Pekerja Rp 32,500.00 = Rp 13,000.00 0.040 org/hr Mandor Rp 42,500.00 = Rp 1,700.00


1 BH TANAM POHON PALM RAJA 1.000 Bh Pohon Palm Rp 360,000.00 = Rp 360,000.00 0.400 org/hr Pekerja Rp 32,500.00 = Rp 13,000.00 0.040 org/hr Mandor Rp 42,500.00 = Rp 1,700.00


1 BH TANAM POHON PALM EKOR TUPAI 1.000 Bh Pohon Palm Ekor tupai Rp 300,000.00 = Rp 300,000.00 0.400 org/hr Pekerja Rp 32,500.00 = Rp 13,000.00 0.040 org/hr Mandor Rp 42,500.00 = Rp 1,700.00


1 BH TANAM POHON MOLINA 1.000 Bh Pohon molina Rp 720,000.00 = Rp 720,000.00 0.400 org/hr Pekerja Rp 32,500.00 = Rp 13,000.00 0.040 org/hr Mandor Rp 42,500.00 = Rp 1,700.00


1 BH TANAM POHON PANDAN BALI 1.000 Bh Pandan Bali Rp 864,000.00 = Rp 864,000.00 0.400 org/hr Pekerja Rp 32,500.00 = Rp 13,000.00 0.040 org/hr Mandor Rp 42,500.00 = Rp 1,700.00


1 BH TANAM POHON PALM PHONIX1.000 Bh Palm Phonix Rp 792,000.00 = Rp 792,000.00 0.400 org/hr Pekerja Rp 32,500.00 = Rp 13,000.00 0.040 org/hr Mandor Rp 42,500.00 = Rp 1,700.00


1 BH TANAM POHON PALM MERAH SEDANG1.000 Bh Palm Merah Rp 1,368,000.00 = Rp 1,368,000.00 0.400 org/hr Pekerja Rp 32,500.00 = Rp 13,000.00 0.040 org/hr Mandor Rp 42,500.00 = Rp 1,700.00


1 BH TANAM POHON SIKAT BOTOL1.000 Bh Sikat Botol Rp 360,000.00 = Rp 360,000.00 0.400 org/hr Pekerja Rp 32,500.00 = Rp 13,000.00 0.040 org/hr Mandor Rp 42,500.00 = Rp 1,700.00


1 BH TANAM POHON SERUT CEMARA UDANG SETENGAH JADI1.000 Bh Setengah Jadi Rp 2,520,000.00 = Rp 2,520,000.00

339

0.400 org/hr Pekerja Rp 32,500.00 = Rp 13,000.00 0.040 org/hr Mandor Rp 42,500.00 = Rp 1,700.00


1 BH TANAM POHON SERUT SETENGAH JADI1.000 Bh Serut jadi Rp 2,160,000.00 = Rp 2,160,000.00 0.400 org/hr Pekerja Rp 32,500.00 = Rp 13,000.00 0.040 org/hr Mandor Rp 42,500.00 = Rp 1,700.00


1 BH TANAM POHON KAMBOJA KUNING1.000 Bh Kamboja Kuning Rp 720,000.00 = Rp 720,000.00 0.400 org/hr Pekerja Rp 32,500.00 = Rp 13,000.00 0.040 org/hr Mandor Rp 42,500.00 = Rp 1,700.00


1 BH TANAM POHON KAMBOJA MERAH1.000 Bh Kamboja Merah Rp 360,000.00 = Rp 360,000.00 0.400 org/hr Pekerja Rp 32,500.00 = Rp 13,000.00 0.040 org/hr Mandor Rp 42,500.00 = Rp 1,700.00


1 BH TANAM POHON PALM BOTOL 1.000 Bh Palm Botol Rp 720,000.00 = Rp 720,000.00 0.400 org/hr Pekerja Rp 32,500.00 = Rp 13,000.00 0.040 org/hr Mandor Rp 42,500.00 = Rp 1,700.00


1 BH TANAM POHON TOMBAK RAJA 1.000 Bh Tombak Raja Rp 216,000.00 = Rp 216,000.00 0.400 org/hr Pekerja Rp 32,500.00 = Rp 13,000.00 0.040 org/hr Mandor Rp 42,500.00 = Rp 1,700.00


1 BH TANAM POHON MAWAR JAMBE 1.000 Bh Mawar Jambe Rp 1,224,000.00 = Rp 1,224,000.00 0.400 org/hr Pekerja Rp 32,500.00 = Rp 13,000.00 0.040 org/hr Mandor Rp 42,500.00 = Rp 1,700.00


1 BH TANAM POHON CEMARA PUA-PUA 1.000 Bh Cemara Pua-pua Rp 288,000.00 = Rp 288,000.00 0.400 org/hr Pekerja Rp 32,500.00 = Rp 13,000.00 0.040 org/hr Mandor Rp 42,500.00 = Rp 1,700.00


1 BH TANAM POHON SERUT SETENGAH JADI1.000 Bh Serut setengah jadi Rp 2,160,000.00 = Rp 2,160,000.00 0.400 org/hr Pekerja Rp 32,500.00 = Rp 13,000.00 0.040 org/hr Mandor Rp 42,500.00 = Rp 1,700.00


340

1 M2 TANAM RUMPUT JEPANG1.000 m2 Rumput Jepang Rp 10,080.00 = Rp 10,080.00 0.400 org/hr Pekerja Rp 32,500.00 = Rp 13,000.00 0.040 org/hr Mandor Rp 42,500.00 = Rp 1,700.00


1 M2 TANAM RUMPUT GAJAH1.000 m2 Rumput Gajah Rp 9,360.00 = Rp 9,360.00 0.400 org/hr Pekerja Rp 32,500.00 = Rp 13,000.00 0.040 org/hr Mandor Rp 42,500.00 = Rp 1,700.00


1 M2 TANAM RUMPUT PEKING1.000 m2 Rumput Peking Rp 8,640.00 = Rp 8,640.00 0.400 org/hr Pekerja Rp 32,500.00 = Rp 13,000.00 0.040 org/hr Mandor Rp 42,500.00 = Rp 1,700.00


1 M2 TANAM RUMPUT MANILA1.000 m2 Rumput Manila Rp 10,080.00 = Rp 10,080.00 0.400 org/hr Pekerja Rp 32,500.00 = Rp 13,000.00 0.040 org/hr Mandor Rp 42,500.00 = Rp 1,700.00


1 M2 TANAM RUMPUT GOLF1.000 m2 Rumput Golf Rp 8,400.00 = Rp 8,400.00 0.400 org/hr Pekerja Rp 32,500.00 = Rp 13,000.00 0.040 org/hr Mandor Rp 42,500.00 = Rp 1,700.00


1 M2 TANAM RUMPUT GRINTING1.000 m2 Rumput Grinting Rp 7,200.00 = Rp 7,200.00 0.400 org/hr Pekerja Rp 32,500.00 = Rp 13,000.00 0.040 org/hr Mandor Rp 42,500.00 = Rp 1,700.00


1 M2 TANAM RUMPUT KENTUCKY1.000 m2 Rumput Kentucky Rp 10,080.00 = Rp 10,080.00 0.400 org/hr Pekerja Rp 32,500.00 = Rp 13,000.00 0.040 org/hr Mandor Rp 42,500.00 = Rp 1,700.00


1 POLYBAG TANAM RUMPUT KUCAI1.000 plbg Rumput Kucai Rp 2,160.00 = Rp 2,160.00 0.200 org/hr Pekerja Rp 32,500.00 = Rp 6,500.00 0.020 org/hr Mandor Rp 42,500.00 = Rp 850.00


1 POLYBAG TANAM SOKA1.000 plbg Bunga Soka Rp 2,160.00 = Rp 2,160.00 0.200 org/hr Pekerja Rp 32,500.00 = Rp 6,500.00 0.020 org/hr Mandor Rp 42,500.00 = Rp 850.00


341

1 POLYBAG TANAM SPATUBELLO1.000 plbg Bunga Spatubello Rp 3,600.00 = Rp 3,600.00 0.200 org/hr Pekerja Rp 32,500.00 = Rp 6,500.00 0.020 org/hr Mandor Rp 42,500.00 = Rp 850.00


1 SET TANAM MELATI AIR1.000 Set Melati Air Rp 21,600.00 = Rp 21,600.00 0.200 org/hr Pekerja Rp 32,500.00 = Rp 6,500.00 0.020 org/hr Mandor Rp 42,500.00 = Rp 850.00


1 POLYBAG TANAM DURANTA/BAYAM MERAH1.000 plbg Duranta/The-tean/Bayam merah Rp 2,160.00 = Rp 2,160.00 0.200 org/hr Pekerja Rp 32,500.00 = Rp 6,500.00 0.020 org/hr Mandor Rp 42,500.00 = Rp 850.00


1 SET TANAM CYPIRUS1.000 Set Cypirus Rp 21,600.00 = Rp 21,600.00 0.200 org/hr Pekerja Rp 32,500.00 = Rp 6,500.00 0.020 org/hr Mandor Rp 42,500.00 = Rp 850.00


1 PAS.POT BUNGA Dia.60 - 80 CM.1.000 Bh Pot Bunga Dia.60 - 80 cm. Rp 360,000.00 = Rp 360,000.00 0.200 org/hr Pekerja Rp 32,500.00 = Rp 6,500.00 0.020 org/hr Mandor Rp 42,500.00 = Rp 850.00


Bondowoso, Februari 2010

KEPALA DINAS

BINA MARGA DAN CIPTA KARYA

KABUPATEN BONDOWOSO

Ir. R. SOEKARWODINOTO, CES

NIP. 19540415 197310 1 001

ANALISA HARGA SATUAN PERPIPAAN 2010

PENGADAAN DAN PEMASANGAN PIPA PVC Moof S-12,5

URAIAN PEKERJAAN SATUAN VOLUME HARGA SATUAN JUMLAH HARGA

Galian Pipa M3 9 15,800.00 142,200.00Urugan Pasir M3 4.5 97,350.00 438,075.00Urugan Tanah Kembali M3 4.5 7,575.00 34,087.50Pemasangan Pipa M' 150 7,900.00 1,185,000.00Pengangkutan Pipa M' 150 750.00 112,500.00Pengetesan Pipa M' 150 1,169.06 175,359.38Pencucian Pipa M' 150 1,051.19 157,678.13Pipa PVC Moff 3/4" M' 150 4,000.00 600,000.00

TOTAL PER 150 M = 2,844,900.00HARGA SATUAN PER M' = 18,966.00

PEMBULATAN = 18,900.00

PENGADAAN DAN PEMASANGAN PIPA PVC Moff S-12,5


Dia 1"

Galian Pipa M3 9 15,800.00 142,200.00Urugan Pasir M3 4.5 97,350.00 438,075.00Urugan Tanah Kembali M3 4.5 7,575.00 34,087.50Pemasangan Pipa M' 150 7,900.00 1,185,000.00Pengangkutan Pipa M' 150 750.00 112,500.00Pengetesan Pipa M' 150 1,169.06 175,359.38Pencucian Pipa M' 150 1,051.19 157,678.13Pipa PVC Moff 1" M' 150 7,000.00 1,050,000.00



PENGADAAN DAN PEMASANGAN PIPA PVC RRJ S-12,5


Dia 2"

Galian Pipa M3 27 15,800.00 426,600.00Urugan Pasir M3 8.58 97,350.00 834,883.34Urugan Tanah Kembali M3 18 7,575.00 136,350.00Pemasangan Pipa M' 150 11,300.00 1,695,000.00Pengangkutan Pipa M' 150 1,000.00 150,000.00Pengetesan Pipa M' 150 1,169.06 175,359.38Pencucian Pipa M' 150 1,051.19 157,678.13Pipa PVC RRJ 2" M' 150 27,000.00 4,050,000.00



Dia Pipa

Dia 3/4"

Dia Pipa

Dia Pipa



Dia 3"

Galian Pipa M3 31.5 15,800.00 497,700.00Urugan Pasir M3 8.05 97,350.00 783,300.00Urugan Tanah Kembali M3 22.5 7,575.00 170,437.50Pemasangan Pipa M' 150 15,300.00 2,295,000.00Pengangkutan Pipa M' 150 1,500.00 225,000.00Pengetesan Pipa M' 150 1,169.06 175,359.38Pencucian Pipa M' 150 1,051.19 157,678.13Pipa PVC RRJ 3" M' 150 38,000.00 5,700,000.00





Dia 4"

Galian Pipa M3 38.25 15,800.00 604,350.00Urugan Pasir M3 9.83 97,350.00 956,485.65Urugan Tanah Kembali M3 29.25 7,575.00 221,568.75Pemasangan Pipa M' 150 15,700.00 2,355,000.00Pengangkutan Pipa M' 150 2,000.00 300,000.00Pengetesan Pipa M' 150 1,209.06 181,359.38Pencucian Pipa M' 150 1,319.35 197,902.50Pipa PVC RRJ 4" M' 150 56,000.00 8,400,000.00





Dia 6"

Galian Pipa M3 40.5 15,800.00 639,900.00Urugan Pasir M3 10.49 97,350.00 1,020,773.16Urugan Tanah Kembali M3 27 7,575.00 204,525.00Pemasangan Pipa M' 150 17,200.00 2,580,000.00Pengangkutan Pipa M' 150 2,500.00 375,000.00Pengetesan Pipa M' 150 1,209.06 181,359.38Pencucian Pipa M' 150 1,319.35 197,902.50Pipa PVC RRJ 6" M' 150 111,000.00 16,650,000.00



Dia Pipa

Dia Pipa

Dia Pipa

PENGADAAN DAN PEMASANGAN PIPA GI MEDIUM B


Dia 2"

Galian Pipa M3 27 15,800.00 426,600.00Urugan Pasir M3 8.58 97,350.00 834,883.34Urugan Tanah Kembali M3 18 7,575.00 136,350.00Pemasangan Pipa M' 150 11,300.00 1,695,000.00Pengangkutan Pipa M' 150 1,000.00 150,000.00Pengetesan Pipa M' 150 1,169.06 175,359.38Pencucian Pipa M' 150 1,051.19 157,678.13Pipa GI MEDIUM B M' 150 86,250.00 12,937,500.00Sock Pipa bh 25 16,000.00 400,000.00





Dia 3"

Galian Pipa M3 31.5 15,800.00 497,700.00Urugan Pasir M3 8.05 97,350.00 783,300.00Urugan Tanah Kembali M3 22.5 7,575.00 170,437.50Pemasangan Pipa M' 150 15,300.00 2,295,000.00Pengangkutan Pipa M' 150 1,500.00 225,000.00Pengetesan Pipa M' 150 1,169.06 175,359.38Pencucian Pipa M' 150 1,051.19 157,678.13Pipa GI MEDIUM B M' 150 125,000.00 18,750,000.00Sock Pipa bh 25 43,000.00 1,075,000.00





Dia 4"

Galian Pipa M3 38.25 15,800.00 604,350.00Urugan Pasir M3 9.83 97,350.00 956,485.65Urugan Tanah Kembali M3 29.25 7,575.00 221,568.75Pemasangan Pipa M' 150 15,700.00 2,355,000.00Pengangkutan Pipa M' 150 2,000.00 300,000.00Pengetesan Pipa M' 150 1,209.06 181,359.38Pencucian Pipa M' 150 1,319.35 197,902.50Pipa GI MEDIUM B M' 150 163,750.00 24,562,500.00Sock Pipa bh 25 74,000.00 1,850,000.00



Dia Pipa

Dia Pipa

Dia Pipa



Dia 6"

Galian Pipa M3 40.5 15,800.00 639,900.00Urugan Pasir M3 10.49 97,350.00 1,020,773.16Urugan Tanah Kembali M3 27 7,575.00 204,525.00Pemasangan Pipa M' 150 17,200.00 2,580,000.00Pengangkutan Pipa M' 150 2,500.00 375,000.00Pengetesan Pipa M' 150 1,209.06 181,359.38Pencucian Pipa M' 150 1,319.35 197,902.50Pipa GI MEDIUM B M' 150 213,000.00 31,950,000.00Sock Pipa bh 25 202,500.00 5,062,500.00





Galian Pipa M3 9 15,800.00 142,200.00Urugan Pasir M3 4.5 97,350.00 438,075.00Urugan Tanah Kembali M3 4.5 7,575.00 34,087.50Pemasangan Pipa M' 150 7,900.00 1,185,000.00Pengangkutan Pipa M' 150 750.00 112,500.00Pengetesan Pipa M' 150 1,169.06 175,359.38Pencucian Pipa M' 150 1,051.19 157,678.13Pipa GI MEDIUM B M' 150 30,000.00 4,500,000.00Sock Pipa BH 25 3,000.00 75,000.00





Dia 1"

Galian Pipa M3 9 15,800.00 142,200.00Urugan Pasir M3 4.5 97,350.00 438,075.00Urugan Tanah Kembali M3 4.5 7,575.00 34,087.50Pemasangan Pipa M' 150 7,900.00 1,185,000.00Pengangkutan Pipa M' 150 750.00 112,500.00Pengetesan Pipa M' 150 1,169.06 175,359.38Pencucian Pipa M' 150 1,051.19 157,678.13Pipa GI MEDIUM B M' 150 46,250.00 6,937,500.00Sock Pipa bh 25 7,000.00 175,000.00



Dia Pipa

Dia Pipa

Dia 3/4"

Dia Pipa

Pemasangan Pipa GI Dia 6"/ M'0.323 Org/hr Pekerja Rp 27,000.00 = Rp 8,721.00 0.323 Org/hr Tukang Pipa Rp 35,000.00 = Rp 11,305.00 0.043 Org/hr Kepala Tukang Rp 42,500.00 = Rp 1,827.50 0.022 Org/hr Mandor Rp 46,000.00 = Rp 1,012.00 1.000 M Ongkos Angkut Rp 3,000.00 = Rp 3,000.00

Total = Rp 25,865.50 25,800.00

Pemasangan Pipa GI Dia 4"/ M'0.220 Org/hr Pekerja Rp 27,000.00 = Rp 5,940.00 0.220 Org/hr Tukang Pipa Rp 35,000.00 = Rp 7,700.00 0.022 Org/hr Kepala Tukang Rp 42,500.00 = Rp 935.00 0.015 Org/hr Mandor Rp 46,000.00 = Rp 690.00 1.000 M Ongkos Angkut Rp 2,500.00 = Rp 2,500.00

Total = Rp 17,765.00 17,700.00

Pemasangan Pipa GI Dia 3"/ M'0.186 Org/hr Pekerja Rp 27,000.00 = Rp 5,022.00 0.186 Org/hr Tukang Pipa Rp 35,000.00 = Rp 6,510.00 0.020 Org/hr Kepala Tukang Rp 42,500.00 = Rp 850.00 0.015 Org/hr Mandor Rp 46,000.00 = Rp 690.00 1.000 M Ongkos Angkut Rp 225.00 = Rp 225.00

Total = Rp 13,297.00 13,200.00

Pemasangan Pipa GI Dia 2"/ M'0.121 Org/hr Pekerja Rp 27,000.00 = Rp 3,267.00 0.121 Org/hr Tukang Pipa Rp 35,000.00 = Rp 4,235.00 0.016 Org/hr Kepala Tukang Rp 42,500.00 = Rp 680.00 0.009 Org/hr Mandor Rp 46,000.00 = Rp 414.00 1.000 M Ongkos Angkut Rp 200.00 = Rp 200.00

Total = Rp 8,796.00 8,700.00

Pemasangan Pipa GI Dia 1/ M'0.167 Org/hr Pekerja Rp 27,000.00 = Rp 4,509.00 0.050 Org/hr Tukang Pipa Rp 35,000.00 = Rp 1,750.00 0.025 Org/hr Kepala Tukang Rp 42,500.00 = Rp 1,062.50 0.010 Org/hr Mandor Rp 46,000.00 = Rp 460.00 1.000 M Ongkos Angkut Rp 150.00 = Rp 150.00

Total = Rp 7,931.50 7,900.00

Pemasangan Pipa GI Dia 3/4"/ M'0.167 Org/hr Pekerja Rp 27,000.00 = Rp 4,509.00 0.050 Org/hr Tukang Pipa Rp 35,000.00 = Rp 1,750.00 0.025 Org/hr Kepala Tukang Rp 42,500.00 = Rp 1,062.50 0.010 Org/hr Mandor Rp 46,000.00 = Rp 460.00 1.000 M Ongkos Angkut Rp 75.00 = Rp 75.00

Total = Rp 7,856.50 7,800.00

Pemasangan Pipa PVC RRJ S-12,5 Dia 6"/ M'0.250 Org/hr Pekerja Rp 27,000.00 = Rp 6,750.00 0.215 Org/hr Tukang Pipa Rp 35,000.00 = Rp 7,525.00 0.026 Org/hr Kepala Tukang Rp 42,500.00 = Rp 1,105.00 0.035 Org/hr Mandor Rp 46,000.00 = Rp 1,610.00 1.000 M Ongkos Angkut Rp 300.00 = Rp 300.00

Total = Rp 17,290.00 17,200.00

Pemasangan Pipa PVC RRJ S-12,5 Dia 4"/ M'0.221 Org/hr Pekerja Rp 27,000.00 = Rp 5,967.00 0.205 Org/hr Tukang Pipa Rp 35,000.00 = Rp 7,175.00 0.023 Org/hr Kepala Tukang Rp 42,500.00 = Rp 977.50 0.030 Org/hr Mandor Rp 46,000.00 = Rp 1,380.00 1.000 M Ongkos Angkut Rp 250.00 = Rp 250.00

Total = Rp 15,749.50 15,700.00

Pemasangan Pipa PVC RRJ S-12,5 Dia 3"/ M'0.180 Org/hr Pekerja Rp 27,000.00 = Rp 4,860.00 0.180 Org/hr Tukang Pipa Rp 35,000.00 = Rp 6,300.00 0.020 Org/hr Kepala Tukang Rp 42,500.00 = Rp 850.00 0.029 Org/hr Mandor Rp 46,000.00 = Rp 1,334.00 1.000 M Ongkos Angkut Rp 2,000.00 = Rp 2,000.00

Total = Rp 15,344.00 15,300.00

Pemasangan Pipa PVC RRJ S-12,5 Dia 2"/ M'0.130 Org/hr Pekerja Rp 27,000.00 = Rp 3,510.00 0.130 Org/hr Tukang Pipa Rp 35,000.00 = Rp 4,550.00 0.016 Org/hr Kepala Tukang Rp 42,500.00 = Rp 680.00 0.024 Org/hr Mandor Rp 46,000.00 = Rp 1,104.00 1.000 M Ongkos Angkut Rp 1,500.00 = Rp 1,500.00

Total = Rp 11,344.00 11,300.00

Pemasangan Pipa PVC RRJ S-12,5 Dia 1"/ M'0.167 Org/hr Pekerja Rp 27,000.00 = Rp 4,509.00 0.050 Org/hr Tukang Pipa Rp 35,000.00 = Rp 1,750.00 0.025 Org/hr Kepala Tukang Rp 42,500.00 = Rp 1,062.50 0.010 Org/hr Mandor Rp 46,000.00 = Rp 460.00 1.000 M Ongkos Angkut Rp 1,000.00 = Rp 1,000.00

Total = Rp 8,781.50 8,700.00

Pemasangan Pipa PVC RRJ S-12,5 Dia 3/4"/ M'0.167 Org/hr Pekerja Rp 27,000.00 = Rp 4,509.00 0.050 Org/hr Tukang Pipa Rp 35,000.00 = Rp 1,750.00 0.025 Org/hr Kepala Tukang Rp 42,500.00 = Rp 1,062.50 0.003 Org/hr Mandor Rp 46,000.00 = Rp 138.00 1.000 M Ongkos Angkut Rp 500.00 = Rp 500.00

Total = Rp 7,959.50 7,900.00

Pengadaan dan Pemasangan Gate Valve 150 mm/bh0.010 Org/hr Mandor Rp 46,000.00 = Rp 460.000.500 Org/hr Tukang Pipa Rp 35,000.00 = Rp 17,500.001.200 Org/hr Pekerja Rp 27,000.00 = Rp 32,400.001.000 Bh Gate Valve 150 mm Rp 1,138,000.00 = Rp 1,138,000.001.000 Bh Ongkos Angkut Rp 1,500.00 = Rp 1,500.00

Total = Rp 1,189,860.00

Pengadaan dan Pemasangan Gate Valve 100 mm/bh0.010 Org/hr Mandor Rp 46,000.00 = Rp 460.000.500 Org/hr Tukang Pipa Rp 35,000.00 = Rp 17,500.001.200 Org/hr Pekerja Rp 27,000.00 = Rp 32,400.001.000 Bh Gate Valve 100 mm Rp 833,000.00 = Rp 833,000.001.000 Bh Ongkos Angkut Rp 1,250.00 = Rp 1,250.00

Total = Rp 884,610.00


Total = Rp 712,610.00


Total = Rp 511,360.00

Pengadaan dan pemasangan Stop kran 1.5" /bh0.0800 org/hr Pekerja Rp. 27,000.00 = Rp. 2,160.00 0.0300 org/hr Tukang pipa Rp. 35,000.00 = Rp. 1,050.00 0.0100 org/hr Mandor Rp. 46,000.00 = Rp. 460.00 1.0000 bh Stop kran 1.5" Rp. 65,000.00 = Rp. 65,000.00

Total = Rp. 68,670.00

Pengadaan dan pemasangan Stop kran 1" /bh0.0800 org/hr Pekerja Rp. 27,000.00 = Rp. 2,160.00 0.0300 org/hr Tukang pipa Rp. 35,000.00 = Rp. 1,050.00 0.0100 org/hr Mandor Rp. 46,000.00 = Rp. 460.00 1.0000 bh Stop kran 1" Rp. 55,000.00 = Rp. 55,000.00

Total = Rp. 58,670.00

Pengadaan dan pemasangan Stop kran 3/4 /bh0.0800 org/hr Pekerja Rp. 27,000.00 = Rp. 2,160.00 0.0300 org/hr Tukang pipa Rp. 35,000.00 = Rp. 1,050.00 0.0100 org/hr Mandor Rp. 46,000.00 = Rp. 460.00 1.0000 bh Stop kran 3/4 Rp. 42,000.00 = Rp. 42,000.00

Total = Rp. 45,670.00

Pengadaan dan pemasangan Stop kran 1/2" /bh0.0800 org/hr Pekerja Rp. 27,000.00 = Rp. 2,160.00 0.0300 org/hr Tukang pipa Rp. 35,000.00 = Rp. 1,050.00 0.0100 org/hr Mandor Rp. 46,000.00 = Rp. 460.00 1.0000 bh Stop kran 1/2" Rp. 30,000.00 = Rp. 30,000.00

Total = Rp. 33,670.00

Pengadaan dan Pemasangan Chek Valve 150 mm/bh0.010 Org/hr Mandor Rp 46,000.00 = Rp 460.000.500 Org/hr Tukang Pipa Rp 35,000.00 = Rp 17,500.001.200 Org/hr Pekerja Rp 27,000.00 = Rp 32,400.001.000 Bh Chek Valve 150 mm Rp 3,225,000.00 = Rp 3,225,000.001.000 Bh Ongkos Angkut Rp 1,500.00 = Rp 1,500.00

Total = Rp 3,276,860.00


Total = Rp 2,526,610.00


Total = Rp 1,701,610.00


Total = Rp 1,101,360.00

Pengadaan dan Pemasangan Water Meter 50 mm/bh0.010 Org/hr Mandor Rp 46,000.00 = Rp 460.000.500 Org/hr Tukang Pipa Rp 35,000.00 = Rp 17,500.001.200 Org/hr Pekerja Rp 27,000.00 = Rp 32,400.001.000 Bh Water Meter 50 mm Rp 1,610,000.00 = Rp 1,610,000.001.000 Bh Ongkos Angkut Rp 1,000.00 = Rp 1,000.00

Total = Rp 1,661,360.00

Pengadaan dan Pemasangan Mano Meter 0 - 10 ATM0.010 Org/hr Mandor Rp 46,000.00 = Rp 460.000.500 Org/hr Tukang Pipa Rp 35,000.00 = Rp 17,500.001.200 Org/hr Pekerja Rp 27,000.00 = Rp 32,400.001.000 Bh Mano Mater Rp 158,000.00 = Rp 158,000.00

Total = Rp 208,360.00

Pengadaan dan Pemasangan Single Air Valve 1/2 "/bh0.010 Org/hr Mandor Rp 46,000.00 = Rp 460.000.500 Org/hr Tukang Pipa Rp 35,000.00 = Rp 17,500.001.200 Org/hr Pekerja Rp 27,000.00 = Rp 32,400.001.000 Bh Single Air Valve 1/2 " Rp 140,000.00 = Rp 140,000.00

Total = Rp 190,360.00

Pengadaan dan Pemasangan Single Air Valve 3/4 "/bh0.010 Org/hr Mandor Rp 46,000.00 = Rp 460.000.500 Org/hr Tukang Pipa Rp 35,000.00 = Rp 17,500.001.200 Org/hr Pekerja Rp 27,000.00 = Rp 32,400.001.000 Bh Siongle Air Valve 3/4 " Rp 140,000.00 = Rp 140,000.00

Total = Rp 190,360.00

Pengadaan dan Pemasangan Single Air Valve 1" mm/bh0.010 Org/hr Mandor Rp 46,000.00 = Rp 460.000.500 Org/hr Tukang Pipa Rp 35,000.00 = Rp 17,500.001.200 Org/hr Pekerja Rp 27,000.00 = Rp 32,400.001.000 Bh Single Air Valve 1" Rp 151,000.00 = Rp 151,000.00

Total = Rp 201,360.00

Pengadaan dan Pemasangan Single Air Valve 50 mm/bh0.010 Org/hr Mandor Rp 46,000.00 = Rp 460.000.500 Org/hr Tukang Pipa Rp 35,000.00 = Rp 17,500.001.200 Org/hr Pekerja Rp 27,000.00 = Rp 32,400.001.000 Bh Single Air Valve 50 mm Rp 175,000.00 = Rp 175,000.00

Total = Rp 225,360.00

Pengadaan dan Pemasangan Siongle Air Valve 75 mm/bh0.010 Org/hr Mandor Rp 46,000.00 = Rp 460.000.500 Org/hr Tukang Pipa Rp 35,000.00 = Rp 17,500.001.200 Org/hr Pekerja Rp 27,000.00 = Rp 32,400.001.000 Bh Single Air Valve 75 mm Rp 200,000.00 = Rp 200,000.00

Total = Rp 250,360.00

Pengadaan dan Pemasangan Giboult Joint 100 mm/bh0.010 Org/hr Mandor Rp 46,000.00 = Rp 460.000.030 Org/hr Tukang Pipa Rp 35,000.00 = Rp 1,050.000.080 Org/hr Pekerja Rp 27,000.00 = Rp 2,160.001.000 Bh Giboult Joint 100 Rp 114,000.00 = Rp 114,000.001.000 Bh Ongkos Angkut Rp 1,250.00 = Rp 1,250.00

Total = Rp 118,920.00


Total = Rp 94,920.00


Total = Rp 66,670.00


Total = Rp 66,670.00

Pengadaan dan Pemasangan Stratport100 mm/ Bh0.030 Org/hr Tukang Pipa Rp 35,000.00 = Rp 1,050.00 0.080 Org/hr Pekerja Rp 27,000.00 = Rp 2,160.00 1.000 Bh Stratport 100 mm Rp 91,000.00 = Rp 91,000.00

Total = Rp 94,210.00

Pengadaan dan Pemasangan Stratport 75 mm/ Bh0.030 Org/hr Tukang Pipa Rp 35,000.00 = Rp 1,050.00 0.080 Org/hr Pekerja Rp 27,000.00 = Rp 2,160.00 1.000 Bh Stratport 75 mm Rp 62,000.00 = Rp 62,000.00

Total = Rp 65,210.00


Total = Rp 54,210.00


Total = Rp 54,210.00

Pengadaan dan Pemasangan Flange Socked 150 mm/bh0.010 Org/hr Mandor Rp 46,000.00 Rp 460.000.030 Org/hr Tukang Pipa Rp 35,000.00 = Rp 1,050.000.080 Org/hr Pekerja Rp 27,000.00 = Rp 2,160.001.000 Bh Flange Sokked 150 mm Rp 377,000.00 = Rp 377,000.001.000 Bh Ongkos Angkut Rp 1,000.00 = Rp 1,000.00

Total = Rp 381,670.00

Pengadaan dan Pemasangan Flange Socked 100 mm/bh0.010 Org/hr Mandor Rp 46,000.00 Rp 460.000.030 Org/hr Tukang Pipa Rp 35,000.00 = Rp 1,050.000.080 Org/hr Pekerja Rp 27,000.00 = Rp 2,160.001.000 Bh Flange Sokked 100 mm Rp 187,000.00 = Rp 187,000.001.000 Bh Ongkos Angkut Rp 1,000.00 = Rp 1,000.00

Total = Rp 191,670.00

Pengadaan dan Pemasangan Flange Sokked 75 mm/bh0.010 Org/hr Mandor Rp 46,000.00 Rp 460.000.030 Org/hr Tukang Pipa Rp 35,000.00 = Rp 1,050.000.080 Org/hr Pekerja Rp 27,000.00 = Rp 2,160.001.000 Bh Flange Sokked 75 mm Rp 139,000.00 = Rp 139,000.001.000 Bh Ongkos Angkut Rp 750.00 = Rp 750.00

Total = Rp 143,420.00

Pengadaan dan Pemasangan Flange Sokked 50 mm/bh0.010 Org/hr Mandor Rp 46,000.00 = Rp 460.000.030 Org/hr Tukang Pipa Rp 35,000.00 = Rp 1,050.000.080 Org/hr Pekerja Rp 27,000.00 = Rp 2,160.001.000 Bh Flange Sokked 50 mm Rp 105,000.00 = Rp 105,000.001.000 Bh Ongkos Angkut Rp 750.00 = Rp 750.00

Total = Rp 109,420.00

Pengadaan dan Pemasangan Flange Sokked 40 mm/bh0.010 Org/hr Mandor Rp 46,000.00 = Rp 460.000.030 Org/hr Tukang Pipa Rp 35,000.00 = Rp 1,050.000.080 Org/hr Pekerja Rp 27,000.00 = Rp 2,160.001.000 Bh Flange Sokked 40 mm Rp 105,000.00 = Rp 105,000.001.000 Bh Ongkos Angkut Rp 750.00 = Rp 750.00

Total = Rp 109,420.00

Pengadaan dan Pemasangan Flange Spigot 150 mm/bh0.010 Org/hr Mandor Rp 46,000.00 Rp 460.000.030 Org/hr Tukang Pipa Rp 35,000.00 = Rp 1,050.000.080 Org/hr Pekerja Rp 27,000.00 = Rp 2,160.001.000 Bh Flange Spigot 150 mm Rp 322,000.00 = Rp 322,000.001.000 Bh Ongkos Angkut Rp 1,000.00 = Rp 1,000.00

Total = Rp 326,670.00

Pengadaan dan Pemasangan Flange Spigot 100 mm/bh0.010 Org/hr Mandor Rp 46,000.00 Rp 460.000.030 Org/hr Tukang Pipa Rp 35,000.00 = Rp 1,050.000.080 Org/hr Pekerja Rp 27,000.00 = Rp 2,160.001.000 Bh Flange Spigot 100 mm Rp 148,000.00 = Rp 148,000.001.000 Bh Ongkos Angkut Rp 1,000.00 = Rp 1,000.00

Total = Rp 152,670.00

Pengadaan dan Pemasangan Flange Spigot 75 mm/bh0.010 Org/hr Mandor Rp 46,000.00 Rp 460.000.030 Org/hr Tukang Pipa Rp 35,000.00 = Rp 1,050.000.080 Org/hr Pekerja Rp 27,000.00 = Rp 2,160.001.000 Bh Flange Spigot 75 mm Rp 117,000.00 = Rp 117,000.001.000 Bh Ongkos Angkut Rp 750.00 = Rp 750.00

Total = Rp 121,420.00

Pengadaan dan Pemasangan Flange Spigot 50 mm/bh0.010 Org/hr Mandor Rp 46,000.00 = Rp 460.000.030 Org/hr Tukang Pipa Rp 35,000.00 = Rp 1,050.000.080 Org/hr Pekerja Rp 27,000.00 = Rp 2,160.001.000 Bh Flange Spigot 50 mm Rp 65,000.00 = Rp 65,000.001.000 Bh Ongkos Angkut Rp 750.00 = Rp 750.00

Total = Rp 69,420.00

Pengadaan dan Pemasangan Flange Spigot 40 mm/bh0.010 Org/hr Mandor Rp 46,000.00 = Rp 460.000.030 Org/hr Tukang Pipa Rp 35,000.00 = Rp 1,050.000.080 Org/hr Pekerja Rp 27,000.00 = Rp 2,160.001.000 Bh Flange Spigot 40 mm Rp 59,000.00 = Rp 59,000.001.000 Bh Ongkos Angkut Rp 750.00 = Rp 750.00

Total = Rp 63,420.00

Pengadaan dan Pemasangan Flange Las 150 mm0.010 Org/hr Mandor Rp 46,000.00 = Rp 460.000.030 Org/hr Tukang Pipa Rp 35,000.00 = Rp 1,050.000.080 Org/hr Pekerja Rp 27,000.00 = Rp 2,160.001.000 Bh Flange Las 150 mm Rp 156,000.00 = Rp 156,000.00

Total = Rp 159,670.00


Total = Rp 88,670.00


Total = Rp 72,670.00


Total = Rp 57,670.00

Pengadaan dan Pemasangan Bend All Sokked 100 mm-22.5'/Bh0.010 Org/hr Mandor Rp 46,000.00 = Rp 460.000.030 Org/hr Tukang Pipa Rp 35,000.00 = Rp 1,050.000.080 Org/hr Pekerja Rp 27,000.00 = Rp 2,160.001.000 Bh Bend All Socet 100 x 22,5' Rp 253,000.00 = Rp 253,000.001.000 Bh Ongkos Angkut Rp 2,000.00 = Rp 2,000.00

Total = Rp 316,340.00

Pengadaan dan Pemasangan Bend All Sokked 100 mm-45'/Bh0.010 Org/hr Mandor Rp 46,000.00 = Rp 460.000.030 Org/hr Tukang Pipa Rp 35,000.00 = Rp 1,050.000.080 Org/hr Pekerja Rp 27,000.00 = Rp 2,160.001.000 Bh Bend All Socet 100 x45' Rp 117,000.00 = Rp 117,000.001.000 Bh Ongkos Angkut Rp 2,000.00 = Rp 2,000.00

Total = Rp 122,670.00

Pengadaan dan Pemasangan Bend All Sokked 100 mm-90'/Bh0.010 Org/hr Mandor Rp 46,000.00 = Rp 460.000.030 Org/hr Tukang Pipa Rp 35,000.00 = Rp 1,050.000.080 Org/hr Pekerja Rp 27,000.00 = Rp 2,160.001.000 Bh Bend All Socet 100 x 90' Rp 128,000.00 = Rp 128,000.001.000 Bh Ongkos Angkut Rp 2,000.00 = Rp 2,000.00

Total = Rp 133,670.00

Pengadaan dan Pemasangan Bend All Sokked 75 mm-22,5'/Bh0.010 Org/hr Mandor Rp 46,000.00 = Rp 460.000.030 Org/hr Tukang Pipa Rp 35,000.00 = Rp 1,050.000.080 Org/hr Pekerja Rp 27,000.00 = Rp 2,160.001.000 Bh Bend All Socet 75 x 22,5' Rp 224,000.00 = Rp 224,000.001.000 Bh Ongkos Angkut Rp 2,000.00 = Rp 2,000.00

Total = Rp 229,670.00


Total = Rp 85,670.00

Pengadaan dan Pemasangan Bend All Sokked 75mm-90'/Bh0.010 Org/hr Mandor Rp 46,000.00 = Rp 460.000.030 Org/hr Tukang Pipa Rp 35,000.00 = Rp 1,050.000.080 Org/hr Pekerja Rp 27,000.00 = Rp 2,160.001.000 Bh Bend All Socet 75 x 90' Rp 93,000.00 = Rp 93,000.001.000 Bh Ongkos Angkut Rp 2,000.00 = Rp 2,000.00

Total = Rp 98,670.00

Pengadaan dan Pemasangan Bend All Sokked 50 mm-22,5'/Bh0.010 Org/hr Mandor Rp 46,000.00 = Rp 460.000.030 Org/hr Tukang Pipa Rp 35,000.00 = Rp 1,050.000.080 Org/hr Pekerja Rp 27,000.00 = Rp 2,160.001.000 Bh Bend All Socet 50 x 22,5' Rp 178,000.00 = Rp 178,000.001.000 Bh Ongkos Angkut Rp 1,500.00 = Rp 1,500.00

Total = Rp 183,170.00


Total = Rp 61,170.00

Pengadaan dan Pemasangan Bend All Sokked 50mm-90'/Bh0.010 Org/hr Mandor Rp 46,000.00 = Rp 460.000.030 Org/hr Tukang Pipa Rp 35,000.00 = Rp 1,050.000.080 Org/hr Pekerja Rp 27,000.00 = Rp 2,160.001.000 Bh Bend All Socet 50 x 90' Rp 60,000.00 = Rp 60,000.001.000 Bh Ongkos Angkut Rp 1,500.00 = Rp 1,500.00

Total = Rp 65,170.00

Pengadaan dan Pemasangan Bend All Flange 150 mm-45'/Bh0.010 Org/hr Mandor Rp 46,000.00 = Rp 460.000.030 Org/hr Tukang Pipa Rp 35,000.00 = Rp 1,050.000.080 Org/hr Pekerja Rp 27,000.00 = Rp 2,160.001.000 Bh Bend All Flane 150'x 45' Rp 402,000.00 = Rp 402,000.001.000 Bh Ongkos Angkut Rp 1,500.00 = Rp 1,500.00

Total = Rp 407,170.00

Pengadaan dan Pemasangan Bend All Flange 100 mm-22.5'/Bh0.010 Org/hr Mandor Rp 46,000.00 = Rp 460.000.030 Org/hr Tukang Pipa Rp 35,000.00 = Rp 1,050.000.080 Org/hr Pekerja Rp 27,000.00 = Rp 2,160.001.000 Bh Bend All Flane 100'x 22.5' Rp 253,000.00 = Rp 253,000.001.000 Bh Ongkos Angkut Rp 1,500.00 = Rp 1,500.00

Total = Rp 258,170.00


Total = Rp 350,170.00


Total = Rp 304,170.00


Total = Rp 229,170.00


Total = Rp 240,170.00


Total = Rp 258,170.00


Total = Rp 183,170.00


Total = Rp 194,170.00


Total = Rp 206,170.00

Pengadaan dan Pemasangan Tee All Flange 100 x 100 mm/Bh0.010 Org/hr Mandor Rp 46,000.00 = Rp 460.000.030 Org/hr Tukang Pipa Rp 35,000.00 = Rp 1,050.000.080 Org/hr Pekerja Rp 27,000.00 = Rp 2,160.001.000 Bh Tee All Flange 100 x 100 Rp 494,000.00 = Rp 494,000.001.000 Bh Ongkos Angkut Rp 2,500.00 = Rp 2,500.00

Total = Rp 500,170.00


Total = Rp 259,170.00


Total = Rp 224,170.00


Total = Rp 374,170.00


Total = Rp 190,170.00


Total = Rp 235,670.00

Pengadaan dan Pemasangan Tee All Socket 100 x 100 mm/Bh0.010 Org/hr Mandor Rp 46,000.00 = Rp 460.000.030 Org/hr Tukang Pipa Rp 35,000.00 = Rp 1,050.000.080 Org/hr Pekerja Rp 27,000.00 = Rp 2,160.001.000 Bh Tee All Socket 100 x 100 Rp 260,000.00 = Rp 260,000.001.000 Bh Ongkos Angkut Rp 2,500.00 = Rp 2,500.00

Total = Rp 266,170.00


Total = Rp 162,670.00


Total = Rp 100,170.00

Pengadaan dan Pemasangan Reduser All Socket 150 x 75 mm/Bh0.010 Org/hr Mandor Rp 46,000.00 = Rp 460.000.030 Org/hr Tukang Pipa Rp 35,000.00 = Rp 1,050.000.080 Org/hr Pekerja Rp 27,000.00 = Rp 2,160.001.000 Bh Reduser All Socket 150 x 75 Rp 150,000.00 = Rp 150,000.001.000 Bh Ongkos Angkut Rp 750.00 = Rp 750.00

Total = Rp 154,420.00

Pengadaan dan Pemasangan Reduser All Socket 150 x 50 mm/Bh0.010 Org/hr Mandor Rp 46,000.00 = Rp 460.000.030 Org/hr Tukang Pipa Rp 35,000.00 = Rp 1,050.000.080 Org/hr Pekerja Rp 27,000.00 = Rp 2,160.001.000 Bh Reduser All Socket 150 x 50 Rp 145,000.00 = Rp 145,000.001.000 Bh Ongkos Angkut Rp 2,000.00 = Rp 2,000.00

Total = Rp 150,670.00


Total = Rp 136,670.00


Total = Rp 124,670.00


Total = Rp 87,170.00

Pengadaan dan Pemasangan Reduser 2" x 1.5" mm/Bh0.010 Org/hr Mandor Rp 46,000.00 = Rp 460.000.030 Org/hr Tukang Pipa Rp 35,000.00 = Rp 1,050.000.080 Org/hr Pekerja Rp 27,000.00 = Rp 2,160.001.000 Bh Reduser 2 " x 1.5" Rp 15,000.00 = Rp 15,000.00

Total = Rp 18,670.00

Pengadaan dan Pemasangan Reduser 2" x 1" mm/Bh0.010 Org/hr Mandor Rp 46,000.00 = Rp 460.000.030 Org/hr Tukang Pipa Rp 35,000.00 = Rp 1,050.000.080 Org/hr Pekerja Rp 27,000.00 = Rp 2,160.001.000 Bh Reduser 2 " x 1" Rp 19,000.00 = Rp 19,000.00

Total = Rp 22,670.00

Pengadaan dan Pemasangan Reduser 1.5" x 1" mm/Bh0.010 Org/hr Mandor Rp 46,000.00 = Rp 460.000.030 Org/hr Tukang Pipa Rp 35,000.00 = Rp 1,050.000.080 Org/hr Pekerja Rp 27,000.00 = Rp 2,160.001.000 Bh Reduser 1.5 " x 1" Rp 5,000.00 = Rp 5,000.00

Total = Rp 8,670.00

Pengadaan dan Pemasangan Reduser All Flange 150 x 100 mm/Bh0.010 Org/hr Mandor Rp 46,000.00 = Rp 460.000.030 Org/hr Tukang Pipa Rp 35,000.00 = Rp 1,050.000.080 Org/hr Pekerja Rp 27,000.00 = Rp 2,160.001.000 Bh Reduser All Flange 150 x 100 Rp 250,000.00 = Rp 250,000.001.000 Bh Ongkos Angkut Rp 1,500.00 = Rp 1,500.00

Total = Rp 255,170.00


Total = Rp 235,170.00


Total = Rp 307,170.00


Total = Rp 212,170.00


Total = Rp 191,170.00


Total = Rp 125,170.00

Pengadaan dan Pemasangan Clamp Sadle 2" x 1/2"/ bh0.0800 org/hr Pekerja Rp. 27,000.00 = Rp. 2,160.00 0.0300 org/hr Tukang pipa Rp. 35,000.00 = Rp. 1,050.00 0.0100 org/hr Mandor Rp. 46,000.00 = Rp. 460.00 1.0000 bh Klem Sadle 2" x 1/2" Rp. 21,000.00 = Rp. 21,000.00

Total = Rp. 24,670.00

Pengadaan dan Pemasangan Clamp Sadle 3" x 1/2"/bh0.0800 org/hr Pekerja Rp. 27,000.00 = Rp. 2,160.00 0.0300 org/hr Tukang pipa Rp. 35,000.00 = Rp. 1,050.00 0.0100 org/hr Mandor Rp. 46,000.00 = Rp. 460.00 1.0000 bh Klem Sadle 3" x 1/2" Rp. 36,000.00 = Rp. 36,000.00

Total = Rp. 39,670.00

Pengadaan dan Pemasangan Clamp sadle 4" x 1/2" /bh0.0800 org/hr Pekerja Rp. 27,000.00 = Rp. 2,160.00 0.0300 org/hr Tukang pipa Rp. 35,000.00 = Rp. 1,050.00 0.0100 org/hr Mandor Rp. 46,000.00 = Rp. 460.00 1.0000 bh Klem Sadle 4" x 1/2" Rp. 40,000.00 = Rp. 40,000.00

Total = Rp. 43,670.00

Pengadaan dan Pemasangan Clamp sadle 2" x 3/4"/bh0.0800 org/hr Pekerja Rp. 27,000.00 = Rp. 2,160.00 0.0300 org/hr Tukang pipa Rp. 35,000.00 = Rp. 1,050.00 0.0100 org/hr Mandor Rp. 46,000.00 = Rp. 460.00 1.0000 bh Klem Sadle 2" x 3/4" Rp. 24,000.00 = Rp. 24,000.00

Total = Rp. 27,670.00


Total = Rp. 39,670.00


Total = Rp. 59,670.00

Pengadaan dan Pemasangan Clamp sadle 3" x 1"/bh0.0800 org/hr Pekerja Rp. 27,000.00 = Rp. 2,160.00 0.0300 org/hr Tukang pipa Rp. 35,000.00 = Rp. 1,050.00 0.0100 org/hr Mandor Rp. 46,000.00 = Rp. 460.00 1.0000 bh Klem Sadle 3" x 1" Rp. 38,000.00 = Rp. 38,000.00

Total = Rp. 41,670.00

Pengadaan dan Pemasangan Clamp sadle 4" x 1"/bh0.0800 org/hr Pekerja Rp. 27,000.00 = Rp. 2,160.00 0.0300 org/hr Tukang pipa Rp. 35,000.00 = Rp. 1,050.00 0.0100 org/hr Mandor Rp. 46,000.00 = Rp. 460.00 1.0000 bh Klem Sadle 4" x 1" Rp. 62,000.00 = Rp. 62,000.00

Total = Rp. 65,670.00

Pengadaan dan Pemasangan End Cap ( Doppen ) PVC 100 mm/bh0.010 Org/hr Mandor Rp 46,000.00 Rp 460.000.030 Org/hr Tukang Pipa Rp 35,000.00 = Rp 1,050.000.080 Org/hr Pekerja Rp 27,000.00 = Rp 2,160.001.000 Bh End Cap ( Doppen ) 100 mm Rp 31,000.00 = Rp 31,000.00

Total = Rp 34,670.00

Pengadaan dan Pemasangan End Cap ( Doppen ) PVC 75 mm/bh0.010 Org/hr Mandor Rp 46,000.00 Rp 460.000.030 Org/hr Tukang Pipa Rp 35,000.00 = Rp 1,050.000.080 Org/hr Pekerja Rp 27,000.00 = Rp 2,160.001.000 Bh End Cap ( Doppen ) 75 mm Rp 20,000.00 = Rp 20,000.00

Total = Rp 23,670.00

Pengadaan dan Pemasangan End Cap ( Doppen )PVC 50 mm/bh0.010 Org/hr Mandor Rp 46,000.00 Rp 460.000.030 Org/hr Tukang Pipa Rp 35,000.00 = Rp 1,050.000.080 Org/hr Pekerja Rp 27,000.00 = Rp 2,160.001.000 Bh End Cap ( Doppen ) 50 mm Rp 10,000.00 = Rp 10,000.00

Total = Rp 13,670.00

Pengadaan dan Pemasangan End Cap ( Doppen ) PVC 40 mm/bh0.010 Org/hr Mandor Rp 46,000.00 Rp 460.000.030 Org/hr Tukang Pipa Rp 35,000.00 = Rp 1,050.000.080 Org/hr Pekerja Rp 27,000.00 = Rp 2,160.001.000 Bh End Cap ( Doppen )40 mm Rp 10,000.00 = Rp 10,000.00

Total = Rp 13,670.00

Pengadaan dan Pemasangan End Cap ( Doppen ) 1"/bh0.010 Org/hr Mandor Rp 46,000.00 Rp 460.000.030 Org/hr Tukang Pipa Rp 35,000.00 = Rp 1,050.000.080 Org/hr Pekerja Rp 27,000.00 = Rp 2,160.001.000 Bh End Cap ( Doppen )1" Rp 1,875.00 = Rp 1,875.00

Total = Rp 5,545.00

Pengadaan dan Pemasangan End Cap ( Doppen ) 1/2" mm/bh0.010 Org/hr Mandor Rp 46,000.00 Rp 460.000.030 Org/hr Tukang Pipa Rp 35,000.00 = Rp 1,050.000.080 Org/hr Pekerja Rp 27,000.00 = Rp 2,160.001.000 Bh End Cap ( Doppen ) 0.5" Rp 1,625.00 = Rp 1,625.00

Total = Rp 5,295.00

Pengadaan dan Pemasangan Sock Drat GI 150 mm/ bh0.0800 org/hr Pekerja Rp. 27,000.00 = Rp. 2,160.00 0.0300 org/hr Tukang pipa Rp. 35,000.00 = Rp. 1,050.00 0.0100 org/hr Mandor Rp. 46,000.00 = Rp. 460.00 1.0000 bh Sock Drat GI 150 mm Rp. 105,000.00 = Rp. 105,000.00

Total = Rp. 108,670.00


Total = Rp. 77,670.00


Total = Rp. 46,670.00


Total = Rp. 19,670.00


Total = Rp. 13,670.00

Pengadaan dan Pemasangan Sock Drat GI 1"/ bh0.0800 org/hr Pekerja Rp. 27,000.00 = Rp. 2,160.00 0.0300 org/hr Tukang pipa Rp. 35,000.00 = Rp. 1,050.00 0.0100 org/hr Mandor Rp. 46,000.00 = Rp. 460.00 1.0000 bh Sock Drat GI 1" Rp. 7,000.00 = Rp. 7,000.00

Total = Rp. 10,670.00

Pengadaan dan Pemasangan Sock Drat GI 3/4" 0.0800 org/hr Pekerja Rp. 27,000.00 = Rp. 2,160.00 0.0300 org/hr Tukang pipa Rp. 35,000.00 = Rp. 1,050.00 0.0100 org/hr Mandor Rp. 46,000.00 = Rp. 460.00 1.0000 bh Sock Drat GI 3/4" Rp. 3,000.00 = Rp. 3,000.00

Total = Rp. 6,670.00

Pengadaan dan Pemasangan Sock Drat GI 1/2" 0.0800 org/hr Pekerja Rp. 27,000.00 = Rp. 2,160.00 0.0300 org/hr Tukang pipa Rp. 35,000.00 = Rp. 1,050.00 0.0100 org/hr Mandor Rp. 46,000.00 = Rp. 460.00 1.0000 bh Sock Drat GI 1/2" Rp. 2,000.00 = Rp. 2,000.00

Total = Rp. 5,670.00

Pengadaan dan Pemasangan Sock Drat Luar PVC 1/2 "0.0800 org/hr Pekerja Rp. 27,000.00 = Rp. 2,160.00 0.0300 org/hr Tukang pipa Rp. 35,000.00 = Rp. 1,050.00 0.0100 org/hr Mandor Rp. 46,000.00 = Rp. 460.00 1.0000 bh Sock Drat Luar PVC 1/2" Rp. 1,400.00 = Rp. 1,400.00

Total = Rp. 5,070.00

Pengadaan dan Pemasangan Sock Drat Luar PVC 3/4 "0.0800 org/hr Pekerja Rp. 27,000.00 = Rp. 2,160.00 0.0300 org/hr Tukang pipa Rp. 35,000.00 = Rp. 1,050.00 0.0100 org/hr Mandor Rp. 46,000.00 = Rp. 460.00 1.0000 bh Sock Drat Luar PVC 3/4" Rp. 1,900.00 = Rp. 1,900.00

Total = Rp. 5,570.00

Pengadaan dan Pemasangan Sock Drat Luar PVC 1"0.0800 org/hr Pekerja Rp. 27,000.00 = Rp. 2,160.00 0.0300 org/hr Tukang pipa Rp. 35,000.00 = Rp. 1,050.00 0.0100 org/hr Mandor Rp. 46,000.00 = Rp. 460.00 1.0000 bh Sock Drat Luar PVC 1" Rp. 2,900.00 = Rp. 2,900.00

Total = Rp. 6,570.00

Pengadaan dan Pemasangan Sock Drat Dalam PVC 75 0.0800 org/hr Pekerja Rp. 27,000.00 = Rp. 2,160.00 0.0300 org/hr Tukang pipa Rp. 35,000.00 = Rp. 1,050.00 0.0100 org/hr Mandor Rp. 46,000.00 = Rp. 460.00 1.0000 bh Sock Drat Dalam PVC 75" Rp. 27,000.00 = Rp. 27,000.00

Total = Rp. 30,670.00

Pengadaan dan Pemasangan Sock Drat Dalam PVC 50 0.0800 org/hr Pekerja Rp. 27,000.00 = Rp. 2,160.00 0.0300 org/hr Tukang pipa Rp. 35,000.00 = Rp. 1,050.00 0.0100 org/hr Mandor Rp. 46,000.00 = Rp. 460.00 1.0000 bh Sock Drat Dalam PVC 2" Rp. 13,000.00 = Rp. 13,000.00

Total = Rp. 16,670.00

Pengadaan dan Pemasangan Sock Drat Dalam PVC 400.0800 org/hr Pekerja Rp. 27,000.00 = Rp. 2,160.00 0.0300 org/hr Tukang pipa Rp. 35,000.00 = Rp. 1,050.00 0.0100 org/hr Mandor Rp. 46,000.00 = Rp. 460.00 1.0000 bh Sock Drat Dalam PVC 1 1/2" Rp. 7,300.00 = Rp. 7,300.00

Total = Rp. 10,970.00

Pengadaan dan Pemasangan Knie GI 1/2" bh0.0800 org/hr Pekerja Rp. 27,000.00 = Rp. 2,160.00 0.0300 org/hr Tukang pipa Rp. 35,000.00 = Rp. 1,050.00 0.0100 org/hr Mandor Rp. 46,000.00 = Rp. 460.00 1.0000 bh Knie GI 1/2" Rp. 4,000.00 = Rp. 4,000.00

Total = Rp. 7,670.00

Pengadaan dan Pemasangan Knie GI 3/4" bh0.0800 org/hr Pekerja Rp. 27,000.00 = Rp. 2,160.00 0.0300 org/hr Tukang pipa Rp. 35,000.00 = Rp. 1,050.00 0.0100 org/hr Mandor Rp. 46,000.00 = Rp. 460.00 1.0000 bh Knie GI 3/4" Rp. 6,000.00 = Rp. 6,000.00

Total = Rp. 9,670.00

Pengadaan dan Pemasangan Knie GI 1" bh0.0800 org/hr Pekerja Rp. 27,000.00 = Rp. 2,160.00 0.0300 org/hr Tukang pipa Rp. 35,000.00 = Rp. 1,050.00 0.0100 org/hr Mandor Rp. 46,000.00 = Rp. 460.00 1.0000 bh Knie GI 1" Rp. 8,200.00 = Rp. 8,200.00

Total = Rp. 11,870.00

Pengadaan dan Pemasangan TEE Drat GI 1/2" bh0.0800 org/hr Pekerja Rp. 27,000.00 = Rp. 2,160.00 0.0300 org/hr Tukang pipa Rp. 35,000.00 = Rp. 1,050.00 0.0100 org/hr Mandor Rp. 46,000.00 = Rp. 460.00 1.0000 bh TEE Drat GI 1/2" Rp. 40,000.00 = Rp. 40,000.00

Total = Rp. 43,670.00

Pengadaan dan Pemasangan TEE Drat GI 3/4" bh0.0800 org/hr Pekerja Rp. 27,000.00 = Rp. 2,160.00 0.0300 org/hr Tukang pipa Rp. 35,000.00 = Rp. 1,050.00 0.0100 org/hr Mandor Rp. 46,000.00 = Rp. 460.00 1.0000 bh TEE Drat GI 3/4" Rp. 51,000.00 = Rp. 51,000.00

Total = Rp. 54,670.00

Pengadaan dan Pemasangan TEE Derat GI 1" bh0.0800 org/hr Pekerja Rp. 27,000.00 = Rp. 2,160.00 0.0300 org/hr Tukang pipa Rp. 35,000.00 = Rp. 1,050.00 0.0100 org/hr Mandor Rp. 46,000.00 = Rp. 460.00 1.0000 bh TEE Drat GI 1" Rp. 57,000.00 = Rp. 57,000.00

Total = Rp. 60,670.00

Pengadaan dan Pemasangan TEE Drat GI 2" bh0.0800 org/hr Pekerja Rp. 27,000.00 = Rp. 2,160.00 0.0300 org/hr Tukang pipa Rp. 35,000.00 = Rp. 1,050.00 0.0100 org/hr Mandor Rp. 46,000.00 = Rp. 460.00 1.0000 bh TEE Drat GI 2" Rp. 74,000.00 = Rp. 74,000.00

Total = Rp. 77,670.00

Pengadaan dan Pemasangan TEE Drat GI 3" bh0.0800 org/hr Pekerja Rp. 27,000.00 = Rp. 2,160.00 0.0300 org/hr Tukang pipa Rp. 35,000.00 = Rp. 1,050.00 0.0100 org/hr Mandor Rp. 46,000.00 = Rp. 460.00 1.0000 bh TEEDrat GI 3" Rp. 80,000.00 = Rp. 80,000.00

Total = Rp. 83,670.00

Pengadaan dan Pemasangan TEE Drat GI 4" bh0.0800 org/hr Pekerja Rp. 27,000.00 = Rp. 2,160.00 0.0300 org/hr Tukang pipa Rp. 35,000.00 = Rp. 1,050.00 0.0100 org/hr Mandor Rp. 46,000.00 = Rp. 460.00 1.0000 bh TEE Drat GI 4" Rp. 80,000.00 = Rp. 80,000.00

Total = Rp. 83,670.00

Pengadaan dan Pemasangan Klem Pipa GI 1/2" bh0.0800 org/hr Pekerja Rp. 27,000.00 = Rp. 2,160.00 0.0300 org/hr Tukang pipa Rp. 35,000.00 = Rp. 1,050.00 0.0100 org/hr Mandor Rp. 46,000.00 = Rp. 460.00 1.0000 bh Klem Pipa GI 1/2" Rp. 1,000.00 = Rp. 1,000.00

Total = Rp. 4,670.00

Pengadaan dan Pemasangan Klem Pipa GI 3/4" bh0.0800 org/hr Pekerja Rp. 27,000.00 = Rp. 2,160.00 0.0300 org/hr Tukang pipa Rp. 35,000.00 = Rp. 1,050.00 0.0100 org/hr Mandor Rp. 46,000.00 = Rp. 460.00 1.0000 bh Klem Pipa GI 3/4" Rp. 1,000.00 = Rp. 1,000.00

Total = Rp. 4,670.00

Pengadaan dan Pemasangan Klem Pipa GI 1" bh0.0800 org/hr Pekerja Rp. 27,000.00 = Rp. 2,160.00 0.0300 org/hr Tukang pipa Rp. 35,000.00 = Rp. 1,050.00 0.0100 org/hr Mandor Rp. 46,000.00 = Rp. 460.00 1.0000 bh Klem Pipa GI 1" Rp. 1,000.00 = Rp. 1,000.00

Total = Rp. 4,670.00


Total = Rp. 8,670.00


Total = Rp. 11,670.00


Total = Rp. 14,670.00

500 M Intern Hydraulic tes Pipa D 100 mm64.750 Ltr Pengadaan Air Rp 375.00 = Rp 24,281.257.500 Org/hr Pekerja Rp 27,000.00 = Rp 202,500.004.500 Org/hr Tukang pipa Rp 35,000.00 = Rp 157,500.002.100 Org/hr Kepala tukang pipa Rp 42,500.00 = Rp 89,250.001.000 Org/hr Mandor Rp 46,000.00 = Rp 46,000.001.000 Bh Ongkos Angkut Rp 85,000.00 = Rp 85,000.00

Total = Rp 604,531.251 M' Pencucian Pipa dia. 100 mm = Rp 1,209.06

500 M Intern Hydraulic tes Pipa dia 75/50/40 mm64.750 Ltr Pengadaan Air Rp 375.00 = Rp 24,281.257.500 Org/hr Pekerja Rp 27,000.00 = Rp 202,500.004.500 Org/hr Tukang pipa Rp 35,000.00 = Rp 157,500.002.100 Org/hr Kepala tukang pipa Rp 42,500.00 = Rp 89,250.001.000 Org/hr Mandor Rp 46,000.00 = Rp 46,000.001.000 M Ongkos Angkut Rp 65,000.00 = Rp 65,000.00

Total = Rp 584,531.251 M' Pencucian Pipa dia. 75/50/40 mm = Rp 1,169.06

Final Hydraulic Test Pipa dia 100 mm P = 500 M'27.800 Ltr Pengadaan Air Rp 375.00 = Rp 10,425.007.500 Org/hr Pekerja Rp 27,000.00 = Rp 202,500.004.500 Org/hr Tukang pipa Rp 35,000.00 = Rp 157,500.002.100 Org/hr Kepala tukang pipa Rp 42,500.00 = Rp 89,250.002.500 Org/hr Mandor Rp 46,000.00 = Rp 115,000.001.000 Bh Ongkos Angkut Rp 85,000.00 = Rp 85,000.00

Total = Rp 659,675.001 M' Pengetesan Pipa dia. 100 mm = Rp 1,319.35

Final Hydraulic Test Pipa dia 75/50/40 mm P = 500 M'21.250 Ltr Pengadaan Air Rp 375.00 = Rp 7,968.756.250 Org/hr Pekerja Rp 27,000.00 = Rp 168,750.003.500 Org/hr Tukang pipa Rp 35,000.00 = Rp 122,500.001.750 Org/hr Kepala tukang pipa Rp 42,500.00 = Rp 74,375.002.000 Org/hr Mandor Rp 46,000.00 = Rp 92,000.001.000 Bh Ongkos Angkut Rp 60,000.00 = Rp 60,000.00

Total = Rp 525,593.751 M' Pengetesan Pipa dia. 75/50/40 mm = Rp 1,051.19

Pembuatan dan Pemasangan Menhole0.0800 org/hr Pekerja Rp. 27,000.00 = Rp. 2,160.00 0.0300 org/hr Tukang pipa Rp. 35,000.00 = Rp. 1,050.00 0.0100 org/hr Mandor Rp. 46,000.00 = Rp. 460.00 1.0000 bh Besi plat 60x60 + engsel Rp. 402,000.00 = Rp. 402,000.00 1.0000 Bh Ongkos Las Rp. 35,000.00 = Rp. 35,000.00

= Rp. 440,670.00

Pengadaan dan pemasangan float valve 0.0800 org/hr Pekerja Rp. 27,000.00 = Rp. 2,160.00 0.0300 org/hr Tukang pipa Rp. 35,000.00 = Rp. 1,050.00 0.0100 org/hr Mandor Rp. 46,000.00 = Rp. 460.00 1.0000 bh Float valve Rp. 51,000.00 = Rp. 51,000.00

Total = Rp. 54,670.00

Pengadaan dan pemasangan Stop kran0.0800 org/hr Pekerja Rp. 27,000.00 = Rp. 2,160.00 0.0300 org/hr Tukang pipa Rp. 35,000.00 = Rp. 1,050.00 0.0100 org/hr Mandor Rp. 46,000.00 = Rp. 460.00 1.0000 bh Float valve Rp. 42,000.00 = Rp. 42,000.00

Total = Rp. 45,670.00

Pengadaan dan pemasangan kran valve 3/4 /bh0.0800 org/hr Pekerja Rp. 27,000.00 = Rp. 2,160.00 0.0300 org/hr Tukang pipa Rp. 35,000.00 = Rp. 1,050.00 0.0100 org/hr Mandor Rp. 46,000.00 = Rp. 460.00 1.0000 bh Kran valve 3/4 Rp. 32,000.00 = Rp. 32,000.00

Total = Rp. 35,670.00

Pemasangan buis beton U 20 cm : 1 m'1.1000 m' Buis Beton U 20 cm Rp. 22,800.00 = Rp. 25,080.00 4.0000 bh Bata Merah Rp. 450.00 = Rp. 1,800.00 0.9200 kg Semen/PC Rp. 1,380.00 = Rp. 1,269.60 0.0240 m3 Pasir urug Rp. 75,000.00 = Rp. 1,800.00 0.0560 m3 Pasir pasang Rp. 90,000.00 = Rp. 5,040.00 0.1400 org/hr Pekerja Rp. 27,000.00 = Rp. 3,780.00 0.0700 org/hr Tukang Batu Rp. 35,000.00 = Rp. 2,450.00 0.0070 org/hr Kepala Tukang Rp. 42,500.00 = Rp. 297.50 0.0070 org/hr Mandor Rp. 46,000.00 = Rp. 322.00

Total = Rp. 41,839.10

Pengadaan/ Penurunan dan Pemasangan Tangki Fiberglas 3 M3/buah0.010 org/hr Mandor Rp. 46,000.00 = Rp 1,380.00 0.030 org/hr tukang Pipa Rp. 35,000.00 = Rp 2,800.00 0.080 org/hr Pekerja Rp. 27,000.00 = Rp 2,160.00 1.000 Bh Tangki Fiber Glas 3 M3 Rp. 2,700,000.00 = Rp 2,700,000.00

1 Bh Ongkos Angkut Rp. 100,000.00 = Rp 100,000.00 Total = Rp. 2,806,340.00

Pengadaan Pemasangan Kapasitor 15 KVAR/415 VoltManual0.010 Org Mandor Rp. 46,000.00 = Rp. 460.00 0.030 Org Tukang Listrik Rp. 35,000.00 = Rp. 1,050.00 0.080 Org Pekerja Rp. 27,000.00 = Rp. 2,160.00 1.000 Bh Kapasitor 15 KVAR/415 VOL Rp. 8,050,000.00 = Rp. 8,050,000.00

Total = Rp. 8,053,670.00


KABUPATEN BONDOWOSO



KABUPATEN BONDOWOSO


Pengadaan Pemasangan Soft Start PST23000 VA0.010 Org Mandor Rp. 46,000.00 = Rp. 460.00 0.030 Org Tukang Listrik Rp. 35,000.00 = Rp. 1,050.00 0.080 Org Pekerja Rp. 27,000.00 = Rp. 2,160.00 1.000 Bh Soft Start,PST 23000 VA Rp. 17,000,000.00 = Rp. 17,000,000.00

Total = Rp. 17,003,670.00


KABUPATEN BONDOWOSO



KABUPATEN BONDOWOSO


Pasang Angker Besi : 1 Bh1.000 bh Angker Besi Rp 5,000.00 = Rp 5,000.00 0.060 Org/Hari Tukang Besi Konstruksi Rp 35,000.00 = Rp 2,100.00 0.006 Org/Hari Pekerja Rp 27,000.00 = Rp 162.00


Pasang Dinabol : 1 Bh1.000 bh Dinabol Rp 6,000.00 = Rp 6,000.00 0.060 Org/Hari Tukang Batu Rp 35,000.00 = Rp 2,100.00 0.006 Org/Hari Pekerja Rp 27,000.00 = Rp 162.00


Pasang Well Head : 1 Bh0.010 Org/hr Mandor Rp 46,000.00 = Rp 460.00 0.030 Org/hr Tukang Pipa Rp 35,000.00 = Rp 1,050.00 0.080 Org/hr Pekerja Rp 27,000.00 = Rp 2,160.00 1.000 Bh Well Head Rp 517,000.00 = Rp 517,000.00

Total = Rp 520,670.00

Pemasangan Douple Naple : 1Bh0.0800 org/hr Pekerja Rp. 27,000.00 = Rp. 2,160.00 0.0300 org/hr Tukang pipa Rp. 35,000.00 = Rp. 1,050.00 0.0100 org/hr Mandor Rp. 46,000.00 = Rp. 460.00 1.0000 bh Double Naple 3/4 Rp. 4,000.00 = Rp. 4,000.00

Total = Rp. 7,670.00

Tiang Beton 7/1000 dAN:1 bh1.000 bh Tiang Beton 7/1000 dAN Rp 2,000,000.00 = Rp 2,000,000.00 0.060 Org/Hari Pekerja Rp 27,000.00 = Rp 1,620.00 0.006 Org/Hari Tukang Besi Rp 35,000.00 = Rp 210.00

0.0003 Org/Hari Mandor Rp 46,000.00 = Rp 13.80 Total = Rp 2,001,843.80

1 bh BD. Conductor 3x35 + 1x25 mm21.000 bh BD. Conductor 3x35 + 1x25 Rp 27,000.00 = Rp 27,000.00 0.060 Org/Hari Pekerja Rp 27,000.00 = Rp 1,620.00 0.006 Org/Hari Tukang Besi Rp 35,000.00 = Rp 210.00


1 bh OA KAST Type VI Pakai Kaca1.000 bh OA KAST Type VI Pakai Kac Rp 201,000.00 = Rp 201,000.00 0.060 Org/Hari Pekerja Rp 27,000.00 = Rp 1,620.00 0.006 Org/Hari Tukang Besi Rp 35,000.00 = Rp 210.00


1 bh OA KAST Type III Lengkap1.000 bh OA KAST Type III Lengkap Rp 345,000.00 = Rp 345,000.00 0.060 Org/Hari Pekerja Rp 27,000.00 = Rp 1,620.00 0.006 Org/Hari Tukang Besi Rp 35,000.00 = Rp 210.00



KABUPATEN BONDOWOSO



KABUPATEN BONDOWOSO


1 bh Kanal NP 1- - 1000 mm2 1.000 bh Kanal NP 1- - 1000 mm2 Rp 287,000.00 = Rp 287,000.00 0.060 Org/Hari Pekerja Rp 27,000.00 = Rp 1,620.00 0.006 Org/Hari Tukang Besi Rp 35,000.00 = Rp 210.00


1 bh Beugle U 6'1.000 bh Beugle U 6' Rp 57,000.00 = Rp 57,000.00 0.060 Org/Hari Pekerja Rp 27,000.00 = Rp 1,620.00 0.006 Org/Hari Tukang Besi Rp 35,000.00 = Rp 210.00


1 bh Ground Rood 2.75 mm21.000 bh Ground Rood 2.75 mm2 Rp 402,000.00 = Rp 402,000.00 0.060 Org/Hari Pekerja Rp 27,000.00 = Rp 1,620.00 0.006 Org/Hari Tukang Besi Rp 35,000.00 = Rp 210.00


1 bh BC Cond 50 mm2 1.000 bh BC Cond 50 mm2 Rp 46,000.00 = Rp 46,000.00 0.060 Org/Hari Pekerja Rp 27,000.00 = Rp 1,620.00 0.006 Org/Hari Tukang Besi Rp 35,000.00 = Rp 210.00


1 M Pasang tangga Besi2.000 M' Pipa GI 1 Rp. 46,250.00 = Rp. 92,500.00

0.0600 Org/Hari Tukang besi Rp 35,000.00 = Rp 2,100.00 0.0060 Org/Hari Pekerja Rp 27,000.00 = Rp 162.00 0.0003 Org/Hari Mandor Rp 46,000.00 = Rp 13.80 3.0000 Titik Ongkos Las Rp 2,000.00 = Rp 6,000.00

Total = Rp 100,775.80

Pengadaan dan pemasangan Elektroda1.000 bh Elektroda Rp 28,000.00 = Rp 28,000.00 0.006 Org/Hari Tukang Listrik Rp 35,000.00 = Rp 210.00


Pengadaan dan Pemasangan Kabel Power NYYHY 4 x 251.000 M Kabel Power NYYHY 4 x 25 Rp 142,000.00 = Rp 142,000.00 0.006 Org/Hari Tukang Listrik Rp 35,000.00 = Rp 210.00


Pengadaan dan Pemasangan Kabel Power NYYHY 4 x 101.000 M Kabel Power NYYHY 4 x 10 Rp 57,000.00 = Rp 57,000.00 0.006 Org/Hari Tukang Listrik Rp 35,000.00 = Rp 210.00


ANALISA HARGA 2006

REKAP DAFTAR HARGA SATUAN PEKERJAANTAHUN 2009

NO JENIS PEKERJAAN SATUAN

1 2 3

BIDANG KECIPTA KARYAANA. PEKERJAAN PERSIAPAN1 PENGUKURAN (menggunakan theodolite/waterpass) DAN PEMASANGAN BOUWPLANK M'

2 PEMBUATAN GUDANG SEMEN DAN ALAT-ALAT M2

3 PEMBUATAN RUMAH JAGA/KONSTRUKSI KAYU M2

4 MEMBERSIHKAN LAPANGAN DAN PERATAAN ( CUT & FIIL) M2

5 PEMBUATAN JALAN SEMENTARA M2

6 BONGKARAN DINDING TEMBOK BATU BATA MERAH M3

B. PEKERJAAN TANAH1 GALIAN TANAH BIASA SEDALAM 1 METER M3

2 GALIAN TANAH BIASA SEDALAM 2 METER M3

3 GALIAN TANAH BIASA SEDALAM 3 METER M3

4 GALIAN TANAH KERAS SEDALAM 1 METER M3

5 GALIAN TANAH CADAS SEDALAM 1 METER M3

6 GALIAN TANAH LUMPUR SEDALAM 1 METER M3

7 PEMBUANGAN TANAH SEJAUH 150 METER M3

8 URUGAN TANAH KEMBALI M3

9 PEMADATAN TANAH M3

10 URUGAN PASIR M3

11 URUGAN SIRTU / TANAH M3

12 URUGAN TANAH PILIHAN M3

13 PEMBUATAN JALAN SEMENTARA, TEBAL 25 CM M2

C. PEKERJAAN PONDASI1 PASANG AANSTAMPENG (BATU KOSONG) BATU KALI M3

2 PASANG PONDASI BATU KALI 1 PC : 2 PS M3

3 PASANG PONDASI BATU KALI 1 PC : 3 PS M3

4 PASANGAN BATU KALI 1PC : 4PSR M3

5 PASANGAN BATU KALI 1PC : 8PSR M3

6 PASANGAN BATU KALI 1 PC : 3 KP : 10 PSR M3

7 PASANG PONDASI SUMURAN, DIAMETER 100 CM M3

8 PEMBUATAN TIANG PANCANG (40 X 40) CM BETON BERTULANG M'

9 PEMBUATAN TIANG PANCANG (35 X 35) CM BETON BERTULANG M'

D. PEKERJAAN DINDING1 PASANG BATU MERAH TEBAL 1 BATA 1 PC : 2 PS M2

2 PASANG BATU MERAH TEBAL 1 BATA 1 PC : 3 PS M2

3 PASANG BATU MERAH TEBAL 1 BATA 1 PC : 4 PS M2

4 PASANGAN BATU MERAH TEBAL 1 BATA 1PC : 3KP : 10 PSR M2

5 PASANGAN BATU MERAH TEBAL 1/2 BATA 1 PC : 2 PSR M2



8 PASANGAN BATU MERAH TEBAL 1/2 BATA 1 PC : 3KP : 10 PSR M2

9 PASANGAN BATU MERAH TEBAL 1/2 BATA 1 KP : 1 SM : 1 PSR M2

10 PASANGAN BATU MERAH TEBAL 1/2 BATA 1 KP : 1 SM : 2 PSR M2

11 PASANG BATU MERAH KOSONG M2

12 PASANG ROSTER / TERAWANG (12 X 11 X 24) M2

13 PASANGAN DINDING HOLLOWBLOCK (HB) 20 M2



ANALISA HARGA 2006

1 2 3

16 PASANGAN DINDING CONBLOCK (HB) 20 M2



19 PASANG BATA BERONGGA UKURAN (5X11X24) CM M2

20 PASANG DINDING ANYAMAN BAMBU, RANGKA KAYU KRUING M2

E. PEKERJAAN PENUTUP LANTAI DAN DINDING1 PASANG LANTAI UBIN PC ABU-ABU UKURAN 30 X 30 CM M2

2 PASANG LANTAI UBIN PC ABU-ABU UKURAN 20 X 20 CM M2

3 PASANG LANTAI UBIN GRANITO UKURAN 40 X 40 CM M2

4 PASANG PLINT KERAMIK ARTISTIK 10 X 20 CM M'



7 PASANG LANTAI MARMER 40/60 M2

8 PASANG LANTAI KERAMIK 20/20 M2




12 PASANGLANTAI KERAMIK 40/40 M2

13 PASANG TEGEL PORSELIN 11 x 11,PUTIH M2

14 PASANG TEGEL PORSELIN 11 x 11,WARNA M2

15 PASANG MOZAIK TEMPEL 30 X30 BH

16 PASANG LANTAI KARPET 80% WOOL, 20% NYLON M2

17 PASANG LANTAI KARPET M2

18 PASANG DINDING KERAMIK ARTISTIK 10 X 20 CM M2

19 PASANG DINDING KERAMIK ARTISTIK 5 X 20 CM M2

20 PASANG DINDING KERAMIK 20 X 20 CM M2

21 PASANG DINDING MARMER M2

22 PASANG DINDING BATA PELAPIS 7 X 3 X 24 M2

23 PASANG DINDING BATU TEMPEL PALIMANAN M2

24 PASANG DINDING BATU TEMPEL GILANG ( PARQUET ) M2

25 PASANG DINDING BATU TEMPEL GILANG ( PECAH ACAK ) M2

26 PASANG PEDESTRIAN PAVING STONE NATURAL M2

27 PASANG PEDESTRIAN PAVING STONE WARNA M2

28 PASANG JALAN / PARKIR KENDARAAN PAVING STONE (WARNA/NATURAL) M2

29 PASANG JALAN / PARKIR KENDARAAN GRASS BLOCK M2

30 PASANG KANSTIN M'

F. PEKERJAAN PLESTERAN1 PLESTERAN 1 PC : 2 PSR, Tebal 15 mm M2

2 PLESTERAN 1 PC : 3 PSR, Tebal 15 mm M2



5 PLESTERAN BETON 1 PC : 3 PSR, Tebal 15 mm M2

6 PLESTERAN 1 PC : 3 KPR : 10 PSR, Tebal 15 mm M2

7 BENANGAN/COL-COLAN / SKONING 1 PC : 2 PSR M'

8 PLESTERAN CIPRAT 1 PC : 2 PSR M2

9 PLESTERAN SETRIKAN / SIAR ADUKAN 1 PC : 2 PSR M2

10 PLESTERAN WATERPROOF BATACOTE 3 LAPIS M2

G. PEKERJAAN BETON1 BETON TUMBUK 1PC : 3PSR : 6 KRK M3

2 LANTAI KERJA BETON TUMBUK 1PC : 3PSR : 5 KRK, TEBAL 5 CM M3

3 RABAT BETON KORAL BERMOTIF CAMP. 1PC : 3PSR : 5 KRK, TEBAL 5 CM M2

4 BETON BERTULANG 1PC : 2PSR : 3 KRK M2

5 TIANG PANCANG PRESTTRESSED BETON M3

ANALISA HARGA 2006

1 2 3

6 PEMBESIAN DENGAN BESI POLOS KG

7 PEMBESIAN DENGAN BESI ULIR KG

8 KABEL PRESSTRESSED POLOS/STRANDS KG

9 JARING KAWAT BAJA (BRONJONG) KG

10 PASANG BEKISTING UNTUK PONDASI M2

11 PASANG BEKISTING UNTUK SLOOF M2

12 PASANG BEKISTING UNTUK KOLOM M2

13 PASANG BEKISTING UNTUK BALOK M2

14 PASANG BEKISTING UNTUK LANTAI M2

15 PASANG BEKISTING UNTUK DINDING M2

16 PASANG BEKISTING UNTUK TANGGA M2

17 MEMBUAT BETON DENGAN MUTU K 225 M3

18 MEMBUAT BETON DENGAN MUTU K 275 M3

19 PASANG BEKISTING JEMBATAN COR M2

20 MEMBUAT PONDASI BETON BERTULANG (150 KG BESI+BEKISTING) M3

21 MEMBUAT SLOOF BETON BERTULANG (200 KG BESI+BEKISTING) M3

22 MEMBUAT KOLOM BETON BERTULANG PRAKTIS(150 KG BESI+BEKISTING) M3

23 MEMBUAT KOLOM BETON BERTULANG (300 KG BESI+BEKISTING) M3

24 MEMBUAT BALOK BETON BERTULANG (200 KG BESI+BEKISTING) M3

25 MEMBUAT BALOK BETON BERTULANG PRAKTIS (150 KG BESI+BEKISTING) M3

26 MEMBUAT DINDING BETON BERTULANG (150 KG BESI+BEKISTING) M3

27 MEMBUAT TANGGA BETON BERTULANG (200 KG BESI+BEKISTING) M3

28 MEMBUAT RING BALOK BETON BERTULANG (10 X 15) CM M'

29 MEMBUAT PLAT BETON BERTULANG (150 KG BESI+BEKISTING) M3

30 KOLOM BETON COMPUSIT (BAJA 300 KG PROFIL / WF+ BEKISTING) M3

31 BALOK BETON COMPUSIT (BAJA 200 KG PROFIL / WF + BEKISTING) M3

H. PEKERJAAN BESI DAN ALUMUNIUM1 PASANG DAUN JENDELA RANGKA ALUMUNIUM BH

2 PASANG KUSEN PINTU DAN RANGKA JENDELA ALUMUNIUM M'

3 PASANG RODA BESI H

4 PASANG ENGSEL BESI BH

5 PASANG KAWAT BERDURI M2

6 PAS. RANGKA DAN KUDA-KUDA BAJA KG

7 PASANG PINTU BESI BAJA M2

8 PASANG JENDELA BESI M2

9 PASANG PINTU LIPAT (HARMONIKA ENGKEL) M2

10 PASANG PINTU LIPAT (HARMONIKA DOUBLE BAJA STRIP 2 X 3) M2

11 PASANG ROLLING DOOR ALUMUNIUM 3 MM M2

12 PASANG PINTU ALUMUNIUM M2

13 PASANG TERALI BESI M2

14 PASANG TERALI BESI (VIRKAN 2 X 2 CM) M2

15 PASANG KAWAT HARMONIKA M2

16 PASANG KAWAT NYAMUK M2

17 PASANG KAWAT KASSA M2

18 PASANG KAWAT BURUNG M2

19 PASANG JENDELA NAKO DAN TRALIS M2

20 PASANG TANDON RANGKA BESI SIKU KG

21 PASANG TALANG DATAR SENG BJLS 28 M2

22 PASANG TALANG MIRING SENG BJLS 28 M2

23 PASANG TALANG 1/2 LINGKARAN D-10 cm BJLS 28 M2

24 PASANG TALANG 1/2 LINGKARAN D-10 cm BJLS 24 M2

25 PASANG MUUR BAUT BH

26 PASANG PIPA GI MONEL dia 0.5 " M'

27 PASANG PIPA GI MONEL dia 1 " M'

28 PASANG PIPA GI MONEL dia 1 1/4 " M'

29 PASANG PIPA GI MONEL dia 2. " M'

30 PASANG PIPA GI MONEL dia 2.5. " M'

31 PASANG PLAT EZER MONEL 6 mm M2

ANALISA HARGA 2006

1 2 3

I. PEKERJAAN KAYU1 PASANG KUSEN PINTU DAN JENDELA KY. Jati M3

2 PASANG KUSEN PINTU DAN JENDELA KY. Kamper M3

3 PASANG KUSEN PINTU DAN JENDELA KY. Kruing M3

4 PASANG KUSEN PINTU DAN JENDELA KY. Meranti M3

5 PASANG KUSEN PINTU DAN JENDELA KY. TAHUN Lokal Kelas I M3

6 PASANG DAUN PINTU PANIL Kayu Jati M2

7 PASANG DAUN PINTU PANIL Kayu Kamper M2

8 PASANG DAUN PINTU PANIL Kayu Meranti M2

9 PASANG DAUN PINTU PANIL Kayu Tahun Lokal Kelas I M2

10 PASANG PINTU DAN JENDELA KACA KAYU JATI M2

11 PASANG PINTU DAN JENDELA KACA KAYU KAMPER M2

12 PASANG PINTU DAN JENDELA KACA KAYU MERANTI M2

13 PASANG PINTU DAN JENDELA KACA KAYU TAHUN LOKAL KLAS I M2

14 PASANG PINTU DAN JENDELA JALUSI KAYU JATI M2

15 PASANG PINTU DAN JENDELA JALUSI KAYU KAMPER M2

16 PASANG PINTU DAN JENDELA JALUSI KAYU MERANTI M2

17 PASANG PINTU DAN JENDELA JALUSI KAYU LOKAL KLAS I M2

18 PASANG PINTU PLYWOOD RANGKAP, RANGKA KAYU JATI M2

19 PASANG PINTU PLYWOOD RANGKAP, RANGKA KAYU KAMPER M2

20 PASANG PINTU PLYWOOD RANGKAP, RANGKA KAYU MERANTI M2

21 PASANG PINTU PLYWOOD RANGKAP, RANGKA KAYU TAHUN M2

LOKAL KLAS I

22 PASANG JALUSI MATI KUSEN KAYU JATI M2

23 PASANG JALUSI MATI KUSEN KAYU KAMPER M2

24 PASANG JALUSI MATI KUSEN KAYU MERANTI M2

25 PASANG JALUSI MATI KUSEN KAYU TAHUN LOKAL KELAS I M2

26 PASANG PINTU PLYWOOD DAN FORMIKA , RANGKA KAYU JATI M2

27 PASANG PINTU PLYWOOD DAN FORMIKA , RANGKA KAYU KAMPER M2

28 PASANG PINTU TEAKWOOD DAN FORMIKA , RANGKA KAYU JATI M2

29 PASANG PINTU TEAKWOOD DAN FORMIKA , RANGKA KAYU KAMPER M2

30 PASANG PINTU FORMIKA DOUBLE , RANGKA KAYU JATI M2

31 PASANG PINTU FORMIKA DOUBLE , RANGKA KAYU KAMPER M2

32 PASANG KUDA-KUDA KAYU JATI M3

33 PASANG KUDA-KUDA KAYU BENGKIRAI M3

34 PASANG KUDA-KUDA KAYU KRUING M3

35 PASANG KUDA-KUDA KAYU MERANTI M3

36 PASANG KUDA-KUDA KAYU TAHUN LOKAL KELAS I M3

37 PASANG USUK 5/7 DAN RENG 2/3 GENTENG KODOK KY. KAMPER M2

38 PASANG USUK 5/7 DAN RENG 2/3 GENTENG KODOK KY. BENGKIRAI M2

39 PASANG USUK 5/7 DAN RENG 2/3 GENTENG KODOK KY. KRUING M2

40 PASANG USUK 5/7 DAN RENG 2/3 GENTENG KODOK KY. MERANTI M2

41 PASANG USUK 5/7 DAN RENG 2/3 GENTENG KODOK KY. TAHUN M2

LOKAL KLAS I

42 PASANG USUK 5/7 MERANTI DAN RENG 2/3 KY. KRUING M2

43 PASANG USUK 5/7 DAN RENG 3/5 GENTENG BETON KY. BENGKIRAI M2

44 PASANG USUK 5/7 DAN RENG 3/5 GENTENG BETON KY.KRUING M2

45 PASANG USUK 5/7 Ky. Kruing (untuk penutup atap Seng / Asbes) M2

46 PASANG USUK 5/7 Ky. Meranti (untuk penutup atap Seng / Asbes) M2

47 PASANG USUK 5/7 Ky. Tahun Lokal Kelas I (untuk penutup atap Seng / Asbes) M2

48 PASANG RANGKA PLAFOND (1,00 x 1,00) m KAYU KAMPER 4/6 M2

49 PASANG RANGKA PLAFOND (1,00 x 1,00) m KAYU KRUING 4/6 M2

50 PASANG RANGKA PLAFOND (1,00 x 1,00) m, KAYU MERANTI 4/6 M2

51 PASANG RANGKA PLAFOND (1,00 x 1,00) m, KAYU TAHUN LOKAL M2

KLAS I 4/6

ANALISA HARGA 2006

1 2 3

52 PASANG LIST PLAFOND, KAYU PROFIL M'

53 PASANG LIST ETERNIT 1/5 KY. Kamper M'

54 PASANG LIST ETERNIT 1/5 KY. MERANTI M'

55 PASANG LISPLANG 3/20 Ky. Jati M2

56 PASANG LISPLANG 3/20 Ky. Kamper M2

57 PASANG LISPLANG 3/20 Ky. Meranti M2

58 PASANG LISPLANG 3/20 Ky. Tahun klas I M2

59 PASANG LISPLANG 3/25 Ky. Jati M'

60 PASANG LISPLANG 3/25 Ky. Kamper M'


62 PASANG LISPLANG 3/25 Ky. Tahun Lokal Klas I M2

63 PASANG LISPLANG 3/30 Ky. Jati M'

64 PASANG LISPLANG 3/30 Ky. Kamper M'


66 PASANG LISPLANG 3/30 Ky.Tahun lokal klas 1 M'

67 PASANG LISPLANG 2 X (3X20) Ky. Kamper M'

68 PASANG LISPLANG 2 X (2X20) Ky. Kamper M'

69 PASANG PAPAN REUTER Ky. MERANTI 3/20 M'

70 PASANG PAPAN REUTER Ky. TAHUN LOKAL KAS I 3/20 M'

71 PASANG RANGKA DINDING PEMISAH KAYU KAMPER M2

72 PASANG RANGKA DINDING PEMISAH KAYU MERANTI M2

73 PASANG DINDING PEMISAH PLAYWOOD RANGKAP, RANGKA M2

KAYU KAMPER

74 PASANG DINDING PEMISAH PLAYWOOD RANGKAP, RANGKA M2

KAYU MERANTI

75 PASANG PAPAN KOMPRES 3/15 Ky. Kamper M'

76 PASANG PLYWOOD, Tebal 4 mm untuk dinding M2

77 PASANG DAUN PINTU PLYWOOD RANGKAP LAPIS ALUMUNIUM RANGKA M2

KAYU KAMPER

78 PASANG DAUN PINTU PLYWOOD RANGKAP LAPIS ALUMUNIUM RANGKA M2

KAYU MERANTI

79 PASANG DAUN PINTU PANIL ISIAN PLAYWOOD 8 mm RANGKA M2

KAYU KAMPER


KAYU MERANTI


KAYU TAHUN LOKAL KLAS I

82 PASANG DAUN PINTU TRIPLEK Rangka Kayu Kamper M2

83 PASANG DAUN PINTU TRIPLEK Rangka Kayu Meranti M2

84 PASANG BEDAK Ky. MERANTI 3/20 M2

J. PEKERJAAN LANGIT - LANGIT1 PASANG LANGIT-LANGIT ASBES (1,00 x 1,00) m, Tebal 3,5 mm M2

2 PASANG LANGIT-LANGIT ASBES (1,00 x 1,00) m, Tebal 3,5 mm, rangka Meranti M2

3 PASANG LANGIT-LANGIT AKUSTIK (30 X 60) cm, Tebal 9 mm, rangka Meranti M2

4 PASANG LANGIT-LANGIT SOFT BOARD M2

5 PASANG LANGIT-LANGIT GYPSUM BOARD, Tebal 9 mm M2

K. PEKERJAAN PENUTUP ATAP1 PASANG ATAP GENTENG KODOK /GLAZUUR M2

2 PASANG BUBUNG GENTENG KODOK GLAZUUR M'

3 PASANG ATAP GENTENG PALENTONG BESAR M2

4 PASANG GENTENG BUBUNG PALENTONG M'

5 PASANG GENTENG MODEL KARANG PILANG / MODEL M2

KODOK BIMA AMBULU

6 PASANG BUBUNGAN SEJENIS M'

7 PASANG GENTENG MODEL KARANG PILANG / MODEL M2

KODOK MEIRIL NGLAYUR

ANALISA HARGA 2006

1 2 3


9 PAS.GENTENG BETON M2

10 PAS. BUBUNGAN SEJENIS M'

11 PASANG GENTENG PRESS BIASA M2


13 PASANG ROOF LIGHT FIBERGLASS ( 180 x 90 ) cm M2

14 PASANG ROOF LASER LIGHT M2

15 PASANG ATAP GENTENG METAL M2

16 PASANG NOK GENTENG METAL M'

17 PASANG ATAP ASBES GELOMBANG KECIL M2

18 PASANG ATAP ASBES GELOMBANG BESAR M2

19 PASANG ATAP ASBES GELOMBANG (1,80 x 0,92) m x 5 mm M2














33 PASANG BUBUNG STEL GELOMBANG 0,92 m M'

34 PASANG NOK STEL GELOMBANG 1,05 m M'

35 PASANG NOK STEL GELOMBANG 1,08 m M'

36 PASANG ATAP ALUMINIUM M2

37 PASANG NOK ALUMINIUM M2

38 PASANG LAPISAN ALUMINIUM FOIL / SISALATION M2

39 PASANG ATAP SENG GELOMBANG BJLS.25 PANJANG = 1.80 M M2



42 PASANG ATAP SENG GELOMBANG BJLS.25 PANJANG =3.00 M M2

43 PASANG ATAP NOK SENG M2

L. PEKERJAAN SANITASI1 PEMASANGAN KLOSED JONGKOK PORSELEN BH

2 PEMASANGAN KLOSED DUDUK / MONOBLOK BH

3 PEMASANGAN URINOIR BH

4 PEMASANGAN WASTAFEL SET

5 PEMASANGAN BAK MANDI FIBER GLASS, VOLUME 0,30 M3 BH

6 PEMASANGAN BAK MANDI BATU BATA, VOLUME 0,30 M3 BH

7 PEMASANGAN BAK BETON, VOLUME 1 M3 BH

8 PEMASANGAN BAK FIBER GLASS, VOLUME 1 M3 BH

9 PASANG PIPA PENYALUR AIR LIMBAH JENIS PIPA TANAH - Diameter 15 cm M'

10 PASANG PIPA PENYALUR AIR LIMBAH JENIS PIPA TANAH - Diameter 20 cm M'

11 PASANG PIPA BETON (GORONG) - Diameter 20 cm M'

12 PASANG PIPA BETON (GORONG) - Diameter 30 cm M'

13 PASANG BUIS BETON U diameter 20 cm M'

14 PASANG BUIS BETON U diameter 30 cm M'

15 PASANG BAK KONTROL PAS.BATU BATA, Uk - 30 x 30 cm, Tinggi 35 cm BH



18 PASANG TALANG PVC U 20 M'

19 PASANG PIPA PVC TIPE AW DIA. 1/2" M'

20 PASANG PIPA PVC TIPE AW DIA. 3/4" M'

ANALISA HARGA 2006

1 2 3

21 PASANG PIPA PVC TIPE AW DIA. 1" M'

22 PASANG PIPA PVC TIPE AW DIA. 1 1/2" M'


24 PASANG PIPA PVC TIPE AW DIA. 2 1/2" M'



27 PASANG CORONG PIPA PVC TIPE AW DIA. 3" BH

28 PASANG KENI PIPA PVC TIPE AW DIA. 3" BH

29 PASANG 1 BH KRAN AIR DIAMETER 3/4" ATAU 1/2" BH

30 PASANG PIPA GALVANIS DIAMETER 1/2" M'

31 PASANG PIPA GALVANIS DIAMETER 3/4" M'

32 PASANG PIPA GALVANIS DIAMETER 1" M'


34 PASANG PIPA GALVANIS DIAMETER 2 ,5" M'



37 BAK CUCI PIRING STAINLESS STEEL BH

38 PASANG 1 BH FLOOR DRAIN / AVAOUR BH

M. PEKERJAAN PENGECATAN1 PENGECATAN BIDANG KAYU LAMA M2

2 PENGECATAN BIDANG KAYU BARU ( 1 LAPIS PLAMIR ), 1 LAPIS CAT DASAR, M2

2 LAPIS CAT PENUTUP

3 PELABURAN BIDANG KAYU DENGAN TEAK OIL M2

4 PELABURAN BIDANG KAYU DENGAN POLITUR M2

5 PELABURAN BIDANG KAYU DENGAN CAT RESIDU DAN TER M2

6 PELABURAN BIDANG KAYU DENGAN VERNIS M2

7 PENGECATAN TEMBOK BARU ( 1 LAPIS PLAMIR, 1 LAPIS CAT-DASAR, M2

2 LAPIS CAT PENUTUP ) DENGAN CAT MUTU BAIK SETARA AVITEC


2 LAPIS CAT PENUTUP ) DENGAN CAT MUTU BAIK SETARA CATILAC


2 LAPIS CAT PENUTUP ) DENGAN CAT MUTU BAIK SETARA MOVILEC

10 PENGECATAN TEMBOK LAMA ( 1 LAPIS CAT DASAR, 2 LAPIS CAT PENUTUP M2

DENGAN CAT MUTU BAIK SETARA AVITEC


DENGAN CAT MUTU BAIK SETARA CATILAC


DENGAN CAT MUTU BAIK SETARA MOVILEC

13 MENGIKIS/MENGEROK PERMUKAAN CAT TEMBOK LAMA M2

14 MENCUCI BIDANG PERMUKAAN TEMBOK YANG PERNAH DICAT M2

15 MENGEROK KARAT CAT LAMA PERMUKAAN BAJA DG CARA MANUAL M2

16 MELABUR TEMBOK DENGAN KAPUR SIRIH M2

17 MELABUR TEMBOK LAMA DENGAN KAPUR SIRIH ( PEMELIHARAAN ) M2

18 PENGECATAN PERMUKAAN BAJA DENGAN MENI BESI M2

19 PENGECATAN PERMUKAAN BAJA DENGAN MENI BESI, M2

CAT BESI, DAN PERANCAH

20 PENGECATAN PERMUKAAN BAJA LAPIS SENG (GALBANI) SECARA M2

MANUAL SISTEM 4 LAPIS CAT KONVENSIONAL DENGAN TEBAL 200 um

21 PENGECATAN PERMUKAAN BAJA LAPIS SENG (GALBANI) SECARA M2


22 MENGECAT ETERNIT/PLAFOND BARU M2

23 MENGECAT ETERNIT/PLAFOND LAMA M2

ANALISA HARGA 2006

1 2 3

N. PEKERJAAN KUNCI DAN KACA1 PASANG KUNCI TANAM 2 X PUTAR BIASA BH

2 PASANG KUNCI TANAM 2 X PUTAR ANTIK BH

3 PASANG KUNCI TANAM KAMAR MANDI BH

4 PASANG KUNCI SILINDER BH

5 PASANG ENGSEL PINTU BH

6 PASANG ENGSEL JENDELA BH

7 PASANG ENGSEL ANGIN/HAK ANGIN BH

8 PASANG GRENDEL PINTU TANAM BH

9 PASANG GRENDEL BIASA BH

10 PASANG PEGANGAN PINTU / DOOR HOLDER BH

11 PASANG DOOR STOPS BH

12 PASANG REL PINTU DORONG BH

13 PASANG KUNCI LEMARI BH

14 PASANG KACA BENING, Tebal 5 mm M2

15 PASANG KACA "WIREGLASS", Tebal 5 mm M2

O. PEKERJAAN INSTALASI 1 PASANG LAMPU BARET BH

2 PASANG LAMPU TL 2 x 20 Watt BH

3 PASANG LAMPU TL 20 Watt BH

4 PASANG LAMPU Pijar 20 Watt BH

5 PASANG LAMPU HIAS/TEMPEL BH

6 PASANG LAMPU HIAS LANSEKAP DOUBLE BOLA LAMPU SET

7 PASANG LAMPU HIAS LANSEKAP BOLA LAMPU TUNGGAL SET

8 PASANG SAKELAR TUNGGAL BH

9 PASANG SAKELAR GANDA BH

10 PASANG STOP KONTAK BH

11 PASANG INSTALASI LISTRIK BH

12 PASANG PANEL MCB BH

P. PEKERJAAN JALAN LINGKUNGAN1 BATU TEPI 15/20 M'

2 BIAYA MESIN GILAS I BULAN M2

3 LAPIS PENETRASI / PERMUKAAN MACADAM 5 CM ( LAPEN ) M2

4 LAPIS PENETRASI / PERMUKAAN MACADAM 3 CM ( LAPEN ) M2

5 PASANG BATU ONDERLAAG BATU BELAH 10/15 DIPADATKAN M2

6 REPOSISI ONDERLAAG 10/15 PADAT GILAS M2

7 PASANG STENSLAAG 4/7 DIPADATKAN M2

8 PASANG GORONG - GORONG DIAMETER 50 CM M'

9 ACUAN UNTUK BETON STRUKTUR 1 M3

( Menggunakan Buruh )

10 MEMOTONG, MEMBENGKOK DAN MEMASANG TULANGAN BESI BETON


11 PEKERJAAN OVERPAINTEN PERMUKAAN JALAN ASPAL LAMA M2

( KONDISI KASAR/RETAK/BERLUBANG DAN MERATA DIA. 0,25 - 0,75 CM )

12 TAMBAL SULAM JALAN ASPAL LAMA YANG BERLUBANG S/D KEDALAMAN M3

1 CM - 7 CM MENGGUNAKAN BATUAN DAN ASPAL ( CARA PERHITUNGAN =

PJG X LBR X TBL THD PERMUKAAN

13 BETON STRUKTUR KLAS K 175 M3


ANALISA HARGA 2006

REKAP DAFTAR HARGA SATUAN PEKERJAANTAHUN 2009

HARGA( Rp )

4

BIDANG KECIPTA KARYAAN

65,400.00 954,900.00 1,175,900.00 5,700.00 61,700.00 23,300.00

15,000.00 19,600.00 27,500.00 23,400.00 46,800.00 30,800.00 19,200.00 7,100.00 18,700.00 76,200.00 87,300.00 69,300.00 40,200.00

167,100.00 515,700.00 447,800.00 407,100.00 329,800.00 386,800.00 615,600.00 791,600.00 622,100.00

151,100.00 140,200.00 133,200.00 132,800.00 72,000.00 64,100.00 59,100.00 66,800.00 61,000.00 59,200.00 47,300.00 291,900.00 104,800.00 94,200.00 85,200.00

ANALISA HARGA 2006

4

- - - -

110,200.00

60,900.00 50,700.00 317,900.00

- - -

519,700.00 117,900.00 123,900.00 109,500.00 122,500.00 113,800.00 108,800.00 115,300.00 102,100.00

- 80,900.00

- -

102,600.00 518,000.00 89,300.00 180,400.00 211,900.00 85,900.00 41,300.00 76,700.00 83,900.00 65,300.00 54,400.00

25,100.00 23,000.00 21,700.00 19,400.00 36,400.00 21,300.00 6,000.00 19,800.00 14,800.00 24,500.00

559,300.00 62,900.00 149,900.00 582,100.00

-

ANALISA HARGA 2006

4

12,000.00 23,400.00

- 29,100.00 144,400.00 159,400.00 230,000.00 277,500.00 340,500.00 271,500.00 238,200.00 964,900.00 990,800.00 102,600.00 3,145,300.00 3,979,600.00 4,425,200.00 6,045,200.00 5,246,300.00 4,902,600.00 4,625,900.00 4,826,400.00 67,400.00 4,625,900.00 6,693,800.00 7,053,800.00

525,500.00 210,500.00 62,500.00 62,500.00 97,700.00 19,900.00 1,008,200.00 1,035,800.00 1,035,800.00 2,235,800.00 751,500.00 735,800.00 150,500.00 323,000.00 44,500.00 44,500.00 44,500.00 44,500.00 15,000.00 38,000.00 118,900.00 70,200.00 162,000.00 158,400.00 10,400.00 24,500.00 8,500.00 10,400.00 15,500.00 20,900.00 252,500.00

ANALISA HARGA 2006

4

27,398,500.00 11,008,500.00 8,128,500.00 7,048,500.00 5,968,500.00 1,189,500.00 517,500.00 373,500.00 301,500.00 1,030,800.00 442,800.00 316,800.00 253,800.00 1,854,100.00 787,900.00 548,500.00 442,300.00 699,100.00 369,800.00 299,300.00 264,000.00

1,682,500.00 674,500.00 458,500.00 350,500.00

- - - - - -

27,186,500.00 8,706,500.00 7,386,500.00 6,396,500.00 5,406,500.00 110,300.00 95,900.00 81,500.00 70,700.00 59,900.00

65,200.00 110,300.00 90,400.00 47,200.00 38,500.00 38,500.00 120,300.00 91,500.00 80,700.00 69,900.00

ANALISA HARGA 2006

4

16,400.00 8,000.00 6,800.00 202,100.00 81,200.00 55,200.00 46,600.00 193,200.00 82,300.00 57,000.00 48,000.00 303,600.00 118,800.00 79,200.00 66,000.00 158,100.00 92,800.00 46,100.00 38,900.00 258,400.00 168,900.00 347,400.00

257,900.00

53,300.00 35,700.00 649,600.00

385,600.00

399,800.00

329,300.00

294,000.00

339,800.00 280,500.00 53,500.00

14,500.00 81,000.00

- -

31,000.00

158,200.00 87,900.00 50,800.00 69,900.00 83,200.00

67,900.00 83,200.00

ANALISA HARGA 2006

4

67,900.00 48,200.00 74,400.00 29,200.00 45,400.00 26,200.00 80,200.00

- -

28,700.00 28,900.00 28,400.00 24,300.00 97,300.00 82,400.00 27,900.00 31,900.00 73,100.00 21,700.00 28,700.00 28,900.00 29,500.00 76,100.00 21,100.00 22,700.00 146,100.00 195,000.00 192,600.00 158,000.00 169,300.00 196,200.00 43,800.00 44,900.00 46,400.00 44,100.00 26,600.00

240,100.00 1,297,700.00 1,254,900.00 445,400.00 394,600.00 698,100.00 6,807,000.00 1,498,800.00 - - 74,600.00 258,500.00 53,400.00 221,500.00 269,900.00 277,900.00 428,100.00 125,100.00 39,800.00 48,200.00

ANALISA HARGA 2006

4

59,400.00 82,800.00 155,200.00 203,400.00 285,200.00 411,700.00 13,300.00 14,100.00 22,500.00 211,100.00 257,600.00 62,300.00 131,700.00 181,900.00 - - 347,800.00 28,500.00

26,400.00 32,900.00

9,000.00 38,500.00 7,300.00 18,600.00 11,800.00

12,900.00

25,900.00

7,100.00

8,000.00

18,800.00

4,900.00 4,800.00 4,900.00 13,400.00 7,800.00 11,200.00 60,600.00

-

17,900.00

18,400.00 17,300.00

ANALISA HARGA 2006

4

84,500.00 205,700.00 72,000.00

- 60,400.00 58,200.00 21,000.00 50,500.00 17,500.00

- -

25,700.00 -

65,800.00 1,062,400.00

99,600.00 189,600.00 129,600.00 39,600.00 249,600.00 793,200.00 491,600.00 39,600.00 57,600.00 39,600.00 159,600.00 309,000.00

5,300.00 15,772,400.00 62,800.00 49,400.00 32,100.00 12,600.00 17,300.00 303,500.00 120,100.00

13,100.00

22,600.00

1,178,500.00

2,887,500.00

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