RAB ANALISA SNI 2007
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Transcript of RAB ANALISA SNI 2007
DAFTAR ANALISA PEKERJAAN HARGA SATUAN BAHAN / UPAH (Rp) 6 JUMLAH (Rp) 7
NO 1 1
SNI 2
KODE KOEF SAT 3 4
URAIAN PEKERJAAN 5 PEKERJAAN PERSIAPAN
03-2835-2002 6,2 6.2.1 1 1.25 2.5 1.2 0.005 0.009 0.072 0.06 0.45 6.2.2 0.2 0.4 0.02 0.02 6,4 6.41 OH OH OH OH
m' Pagar Sementara dari seng Gelombang tinggi 2,00 Bahan btg Kayu Dolken diameter 8 - 10 / 400 cm kg Portland Cement Lbr Seng Gelombang 3" - 5 " m3 Pasir Beton m3 Koral Beton m3 Kayu 5/7 x 4 m kayu kruing kg Paku Biasa 2" - 5" kg Meni besi Tenaga Tukang Kayu Pekerja Kepala Tukang Mandor
12,000.00 675.00 39,000.00 120,000.00 120,000.00 58,800.00 7,500.00 12,500.00
93,976.10 75,476.10 15,000.00 1,687.50 46,800.00 600.00 1,080.00 4,233.60 450.00 5,625.00 18,500.00 7,000.00 10,000.00 800.00 700.00 36,830.60 30,255.60 705.60 150.00 29,400.00 6,575.00 3,500.00 2,500.00 400.00 175.00 435,160.00 266,410.00 15,000.00 135,000.00 6,375.00 10,120.00 23,625.00 13,500.00 12,000.00 18,000.00 6,000.00 2,750.00 11,000.00 3,200.00 5,250.00 750.00 3,840.00 168,750.00 70,000.00 35,000.00 50,000.00 12,000.00 1,750.00 360,087.50 255,337.50 20,400.00 157,500.00 2,250.00 7,087.50 3,600.00 6,000.00 58,500.00 104,750.00 70,000.00 25,000.00 8,000.00 1,750.00
35,000.00 25,000.00 40,000.00 35,000.00
1 m' Pengukuran dan Pemasangan Bouwplank Bahan 0.012 m3 Kayu 5/7 x 4 m kayu kruing 0.02 kg Paku biasa 2" - 5" 0.007 m3 Kayu papan 3/20 Kruing Tenaga Tukang Kayu Pekerja Kepala Tukang Mandor
58,800.00 7,500.00 4,200,000.00
6.4.2 0.1 0.1 0.01 0.005 6,5 6.5.1 OH OH OH OH
35,000.00 25,000.00 40,000.00 35,000.00
1 m2 Pembuatan Kantor Sementara Dg Lantai Plesteran Bahan 1.25 btg Kayu Dolken diameter 8 - 10 / 400 cm 0.18 m3 Kayu kamper 0.85 kg paku biasa 2" - 5" 1.1 kg Besi strip 35 kg Portland cement 0.15 m3 Pasir pasang 0.1 m3 pasir beton 0.15 m3 Koral beton 30 bh Batu bata merah 0.25 lbr Seng plat 2 bh jendela Naco 0.08 m2 Kaca Polos 0.15 bh Kunci tanam 0.3 bh Engsel 0.06 lbr Plywood 4 mm Tenaga Tukang Kayu Tukang batu Pekerja Kepala Tukang Mandor
12,000.00 750,000.00 7,500.00 9,200.00 675.00 90,000.00 120,000.00 120,000.00 200.00 11,000.00 5,500.00 40,000.00 35,000.00 2,500.00 64,000.00
6.5.2 2 1 2 0.3 0.05 6,6 6.6.1 OH OH OH OH OH
35,000.00 35,000.00 25,000.00 40,000.00 35,000.00
1 m2 Pembuatan Gudang Semen dan Alat-alat Bahan 1.7 btg Kayu Dolken diameter 8 - 10 / 400 cm 0.21 m3 Kayu 0.3 kg paku biasa 2" - 5" 10.5 kg Portland cement 0.03 m3 pasir beton 0.05 m3 Koral beton 1.5 lbr Seng gelombang BJLS 32 Tenaga Tukang Kayu Pekerja Kepala Tukang Mandor
12,000.00 750,000.00 7,500.00 675.00 120,000.00 120,000.00 39,000.00
6.6.2 2 1 0.2 0.05 OH OH OH OH
35,000.00 25,000.00 40,000.00 35,000.00
6,8 6.8.2
m2 Membersihkan Lapangan dan Perataan Tenaga 0.10 OH Pekerja 0.05 OH Mandor m2 Pembuatan Steger dari Bambu Uk. 40 x 50 x 20 cm Bahan 1.00 btg Bambu Diameter 6 - 8 / 600 cm 0.25 kg Tali ijuk Tenaga 0.17 OH Tukang kayu 0.25 OH pekerja 0.002 OH Kepala Tukang 0.0013 OH Mandor 1 6.667 0.333 m3 Bongkaran Beton Bertulang Tenaga OH Pekerja OH Mandor 1
1
25,000.00 35,000.00
4,250.00 4,250.00 2,500.00 1,750.00 20,575.50 8,250.00 7,000.00 1,250.00 12,325.50 5,950.00 6,250.00 80.00 45.50 178,330.00 178,330.00 166,675.00 11,655.00 167,830.00 167,830.00 166,675.00 1,155.00
6,11 6.11.1
7,000.00 5,000.00
6.11.2
35,000.00 25,000.00 40,000.00 35,000.00
6,13 6.13.2
25,000.00 35,000.00
6,14 6.14.2
Bongkaran Dinding Tembok Bata Merah Tenaga 6.667 OH Pekerja 0.033 OH Mandor PEKERJAAN TANAH m3 Galian Tanah Biasa Sedalam 1m Tenaga 0.400 OH Pekerja 0.040 OH Mandor m3 Galian Tanah Keras Sedalam 1m Tenaga 0.625 OH Pekerja 0.062 OH Mandor m3 Galian Tanah cadas Sedalam 1m Tenaga 1.250 OH Pekerja 0.125 OH Mandor m3 Galian Tanah lumpur Sedalam 1m Tenaga 0.823 OH Pekerja 0.083 OH Mandor m2 Pekerjaan Striping setinggi 1 m Tenaga 0.050 OH Pekerja 0.005 OH Mandor m3 Urugan Kembali Tenaga 0.192 OH Pekerja 0.019 OH Mandor m3 Pemadatan tanah Tenaga 0.500 OH Pekerja 0.050 OH Mandor 1 1.200 m3 Urugan Pasir Bahan m3 Pasir urug 1 1 1 1 1 1 1
1 m3
25,000.00 35,000.00
2
03-2835-1992 6,1 6.1.2
25,000.00 35,000.00
11,400.00 11,400.00 10,000.00 1,400.00 17,795.00 17,795.00 15,625.00 2,170.00 35,625.00 35,625.00 31,250.00 4,375.00 23,480.00 23,480.00 20,575.00 2,905.00 1,425.00 1,425.00 1,250.00 175.00 5,465.00 5,465.00 4,800.00 665.00 14,250.00 14,250.00 12,500.00 1,750.00 79,850.00 72,000.00 72,000.00 7,850.00 7,500.00 350.00
6,4 6.4.2
25,000.00 35,000.00
6,5 6.5.2
25,000.00 35,000.00
6,6 6.6.2
25,000.00 35,000.00
6,7 6.7.2
25,000.00 35,000.00
6,9 6.9.2
25,000.00 35,000.00
6,10 6.10.2
25,000.00 35,000.00
6,11 6.11.1
60,000.00
6.11.2
Tenaga 0.300 OH Pekerja 0.010 OH Mandor
25,000.00 35,000.00
6,12 6.12.1
m3 Lapisan Pudel cmp 1kp : 3ps : 7TL Bahan 0.33 m3 Pasir urug 0.109 m3 Kapur padam 0.763 m3 Tanah liat Tenaga Pekerja Tukang batu Kepala tukang Mandor
1
60,000.00 115,000.00 40,000.00
102,745.00 62,855.00 19,800.00 12,535.00 30,520.00 39,890.00 20,825.00 14,560.00 1,600.00 2,905.00 154,275.00 150,000.00 150,000.00 4,275.00 3,750.00 525.00 103,125.00 96,000.00 96,000.00 7,125.00 6,250.00 875.00
6.12.2 0.833 0.416 0.04 0.083 6,14 6.14.1 1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
m3 Pemasangan Lapisan Ijuk Bahan 1.200 m3 Ijuk Tenaga 0.15 OH Pekerja 0.015 OH Mandor m3 Urugan Sirtu Bahan 1.2 m3 Sirtu Tenaga 0.25 OH Pekerja 0.025 OH Mandor PEKERJAAN PONDASI 1 m3 Pasang Pondasi Batu kali 1Pc : 3Ps Bahan 1.1 m3 Batu belah 15/20 202 kg Portland cement 0.485 m3 Pasir Tenaga Pekerja Tukang batu Kepala Tukang Mandor 1
125,000.00
6.14.2
25,000.00 35,000.00
6,15 6.15.1
80,000.00
6.15.2
25,000.00 35,000.00
3
03-2836-2002 6,4 6.4.1
115,000.00 675.00 90,000.00
370,025.00 306,500.00 126,500.00 136,350.00 43,650.00 63,525.00 37,500.00 21,000.00 2,400.00 2,625.00 330,785.00 267,260.00 126,500.00 91,800.00 48,960.00 63,525.00 37,500.00 21,000.00 2,400.00 2,625.00 292,385.00 228,860.00 126,500.00 41,175.00 16,905.00 44,280.00 63,525.00 37,500.00 21,000.00 2,400.00 2,625.00 192,075.00 156,000.00 138,000.00 18,000.00 36,075.00 19,500.00 13,650.00 1,560.00 1,365.00
6.4.2 1.5 0.6 0.06 0.075 6,6 6.6.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
1 m3 Pasang Pondasi Batu Kali 1Pc : 5Ps Bahan 1.1 m3 Batu belah 15/20 136 kg Portland cement 0.544 m3 Pasir Tenaga Pekerja Tukang batu Kepala Tukang Mandor
115,000.00 675.00 90,000.00
6.6.2 1.5 0.6 0.06 0.075 6,12 6.12.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
1 m3 Pasang Pondasi Kali 1Pc : 3 Kp : 10 Ps Bahan 1.1 m3 Batu belah 15/20 61 kg Portland cement 0.147 m3 Kapur pasang 0.492 m3 Pasir Tenaga Pekerja Tukang batu Kepala Tukang Mandor
115,000.00 675.00 115,000.00 90,000.00
6.12.2 1.5 0.6 0.06 0.075 6,14 6.14.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
1 m3 Pasang Pondasi Batu Kosong Bahan 1.2 m3 Batu belah 15/20 0.3 m3 Pasir urug Tenaga Pekerja Tukang batu Kepala Tukang Mandor
115,000.00 60,000.00
6.14.2 0.78 0.39 0.039 0.039 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
6,15 6.15.1
1 m3 Pasang Pondasi Siklop 40% batu kali Bahan 75 kg Besi beton 202 kg Portland sement 0.32 m3 Pasir beton 0.49 m3 Koral beton 0.8 kg Kawat Beton Tenaga Pekerja Tukang batu Kepala Tukang Mandor
6,000.00 675.00 120,000.00 120,000.00 7,500.00
802,950.00 689,550.00 450,000.00 136,350.00 38,400.00 58,800.00 6,000.00 113,400.00 75,000.00 29,750.00 3,400.00 5,250.00 449,150.00 375,150.00 51,750.00 189,000.00 54,000.00 80,400.00 74,000.00 59,500.00 10,500.00 1,200.00 2,800.00 406,231.50 353,351.50 1,140.00 11,280.00 18,000.00 40,837.50 270,000.00 6,750.00 784.00 900.00 1,620.00 2,040.00 52,880.00 25,000.00 23,450.00 2,680.00 1,750.00
6.15.2 3 0.85 0.085 0.15 6,16 6.16.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
1 m3 Pasang Pondasi Sumuran diameter 100 cm Bahan 0.45 m3 Batu belah 15/20 cm 280 kg Portland cement 0.45 m3 Pasir beton 0.67 m3 Koral beton Tenaga Pekerja Tukang batu Kepala Tukang Mandor Pembuatan Tiang Pancang (40x40) cm, beton bertulang Bahan Pasir urug darat Pasir beton koral beton Portland cement besi beton kawat beton Kayu kaso 5/7 Paku minyak bekesting Plamur Tembok Tenaga Pekerja Tukang batu Kepala Tukang Mandor PEKERJAAN DINDING Pasang Batu Merah Tebal 1/2 bt, 1 Pc : 2Ps Bahan 70 bh Bata Merah 5 x 11 x 22 18.95 kg Portland cement 0.038 m3 Pasir pasang Tenaga Pekerja Tukang batu Kepala Tukang Mandor 1 m2
115,000.00 675.00 120,000.00 120,000.00
6.16.2 2.38 0.3 0.03 0.08 6,17 6.17.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
1 m' 0.019 0.094 0.15 60.5 45 0.9 0.032 0.12 0.09 0.24 m3 m3 m3 kg kg kg m3 kg ltr kg
60,000.00 120,000.00 120,000.00 675.00 6,000.00 7,500.00 24,500.00 7,500.00 18,000.00 8,500.00
6.17.2 1 0.67 0.067 0.05 4 03-2837-2002 6,9 6.9.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
200.00 675.00 90,000.00
42,636.25 30,211.25 14,000.00 12,791.25 3,420.00 12,425.00 8,000.00 3,500.00 400.00 525.00 39,724.75 27,299.75 14,000.00 9,699.75 3,600.00 12,425.00 8,000.00 3,500.00 400.00 525.00 35,687.50 23,262.50 14,000.00 3,037.50 4,500.00 1,725.00
6.9.2 0.32 0.1 0.01 0.015 6,10 6.10.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
Pasang Batu Merah tebal 1/2 bt, 1Pc : 3Ps Bahan 70 bh Bata Merah 5 x 11 x 22 14.37 kg Portland cement 0.04 m3 Pasir pasang Tenaga Pekerja Tukang batu Kepala Tukang Mandor Pasang Batu Merah tebal 1/2 bt, 1Pc : 3Kp : 10Ps Bahan Bata Merah 5 x 11 x 22 Portland cement Pasir pasang Kapur padam
1 m2
200.00 675.00 90,000.00
6.10.2 0.32 0.1 0.01 0.015 6,15 6.15.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
1 m2 70 4.5 0.05 0.015 bh kg m3 m3
200.00 675.00 90,000.00 115,000.00
6.15.2 0.32 0.1 0.01 0.015 5 03-2837-2002 6,3 6.3.1 0.162 6.17284 6.3.2 0.2 0.15 0.015 0.01 6,9 6.9.1 OH OH OH OH 1 m2 6.48 kg 0.019 m3 OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor PEKERJAAN PLESTERAN Plesteran 1Pc : 3Ps Tebal 15 mm Bahan Portland cement Pasir pasang Tenaga Pekerja Tukang batu Kepala Tukang Mandor Plesteran 1Pc : 3Kp : 10Ps Tebal 15 mm Bahan Portland cement Kapur padam Pasir pasang
25,000.00 35,000.00 40,000.00 35,000.00
12,425.00 8,000.00 3,500.00 400.00 525.00
675.00 90,000.00
17,284.00 6,084.00 4,374.00 1,710.00 11,200.00 5,000.00 5,250.00 600.00 350.00 14,392.00 3,192.00 1,242.00 690.00 1,260.00 11,200.00 5,000.00 5,250.00
25,000.00 35,000.00 40,000.00 35,000.00
1 m2 1.84 kg 0.006 m3 0.014 m3
675.00 115,000.00 90,000.00
6.9.2
Tenaga 0.2 OH Pekerja 0.15 OH Tukang batu
25,000.00 35,000.00
0.015 OH Kepala Tukang 0.01 OH Mandor 6,14 6.14.1 1 m2 Plesteran 1Pc : 3Ps tebal 20 mm Bahan 10.8 kg Portland cement 0.026 m3 Pasir pasang Tenaga 0.25 OH Pekerja 0.2 OH Tukang batu 0.02 OH Kepala Tukang 0.0125 OH Mandor 1 m2 Berapen 1Pc : 5Ps tebal 15 mm Bahan 5.67 kg Portland cement 0.023 m3 Pasir pasang Tenaga Pekerja Tukang batu Kepala Tukang Mandor
40,000.00 35,000.00
600.00 350.00 24,117.50 9,630.00 7,290.00 2,340.00 14,487.50 6,250.00 7,000.00 800.00 437.50 12,657.25 5,897.25 3,827.25 2,070.00 6,760.00 3,750.00 2,450.00 280.00 280.00 22,652.50 7,897.50 6,277.50 1,620.00 14,755.00 6,500.00 7,000.00 800.00 455.00 4,862.50 517.50 337.50 180.00 4,345.00 1,425.00 1,330.00 1,520.00 70.00
675.00 90,000.00
6.14.2
25,000.00 35,000.00 40,000.00 35,000.00
6,28 6.28.1
675.00 90,000.00
6.28.2 0.15 0.07 0.007 0.008 6,29 6.29.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
1 m2 Plesteran Beton 1Pc : 2Ps tebal 15 mm Bahan 9.3 kg Portland cement 0.018 m3 Pasir pasang Tenaga Pekerja Tukang batu Kepala Tukang Mandor
675.00 90,000.00
6.29.2 0.26 0.2 0.02 0.013 6,31 6.31.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
1 m2 Plesteran Skoneng 1Pc : 2Ps Bahan 0.5 kg Portland cement 0.002 m3 Pasir pasang Tenaga Pekerja Tukang batu Kepala Tukang Mandor
675.00 90,000.00
6.31.2 0.057 0.038 0.038 0.002 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
6,34 6.34.1
1 m2 Plesteran Ciprat 1Pc : 2Ps Bahan 9 kg Portland cement 0.016 m3 Pasir pasang Tenaga Pekerja Tukang batu Kepala Tukang Mandor
675.00 90,000.00
18,190.00 7,515.00 6,075.00 1,440.00 10,675.00 6,250.00 3,500.00 400.00 525.00 11,170.00 4,410.00 3,645.00 765.00 6,760.00 3,750.00 2,450.00 280.00 280.00
6.34.2 0.25 0.1 0.01 0.015 6,35 6.35.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
1 m2 Plesteran Siar Adukan 1Pc : 2Ps Bahan 5.4 kg Portland cement 0.0085 m3 Pasir pasang Tenaga Pekerja Tukang batu Kepala Tukang Mandor PEKERJAAN KAYU 1 m3 1.200 m3 Pasang Kosen Pintu & Jendela Kayu Jati Bahan Kayu jati, Balok Tenaga Pekerja Tukang kayu Kepala Tukang Mandor Pasang Pintu Klamp Kayu Kamfer Bahan Kayu Kamper papan Paku biasa 2" - 5" Tenaga Pekerja Tukang kayu Kepala Tukang Mandor Pasang Pintu Panel Kayu Kamfer Bahan Kayu Kamper, papan Tenaga Pekerja Tukang kayu Kepala Tukang Mandor Pasang Pintu & Jendela Kaca Kayu Kamfer Bahan Kayu Kamper, papan Tenaga Pekerja Tukang kayu Kepala Tukang Mandor Pasang Pintu & Jendela Jalusi Kayu Jati Bahan Kayu jati, papan Tenaga Pekerja Tukang kayu Kepala Tukang Mandor
675.00 90,000.00
6.35.2 0.15 0.07 0.007 0.008 6 03-3434-2002 6.1 6.1.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
9,500,000.00
12,340,500.00 11,400,000.00 11,400,000.00 940,500.00 150,000.00 700,000.00 80,000.00 10,500.00 221,705.00 171,375.00 171,000.00 375.00 50,330.00 8,750.00 36,750.00 4,200.00 630.00 314,250.00 190,000.00 190,000.00 124,250.00 25,000.00 87,500.00 10,000.00 1,750.00 265,650.00 166,250.00 166,250.00 99,400.00 20,000.00 70,000.00 8,000.00 1,400.00 920,500.00 768,000.00 768,000.00 152,500.00 25,000.00 105,000.00 12,000.00 10,500.00
6.1.2 6.000 OH 20.000 OH 2.000 OH 0.300 OH 6.5 6.5.1 1 m2 0.036 m3 0.050 kg 6.5.2 0.350 1.050 0.105 0.018 6.8 6.8.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
4,750,000.00 7,500.00
25,000.00 35,000.00 40,000.00 35,000.00
1 m2 0.040 m3
4,750,000.00
6.8.2 1.000 2.500 0.250 0.050 6.10 6.10.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
1 m2 0.035 m3
4,750,000.00
6.10.2 0.800 2.000 0.200 0.040 6.12 6.12.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
1 m2 0.064 m3
12,000,000.00
6.12.2 1.000 3.000 0.300 0.300 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
6.15 6.15.1
1 m2 0.020 0.030 0.300 1.000 m3 kg ltr lbr
Pasang Pintu Plywood Rangkap Rangka Kayu Kamfer Bahan Kayu kamfer, papan Paku biasa 1/2" - 1" Lem kayu Plywood 4" x 3" x 4mm Tenaga Pekerja Tukang kayu Kepala Tukang Mandor Pasang Jalusi mati kosen kayu jati Bahan Kayu jati, papan Paku biasa 1/2" - 1" Tenaga Pekerja Tukang kayu Kepala Tukang Mandor Pasang Jalusi mati kosen kayu kamfer Bahan Kayu kamfer, papan Paku biasa 1/2" - 1" Tenaga Pekerja Tukang kayu Kepala Tukang Mandor Pasang pintu Teakwood rangkap rangka kayu jati Bahan Kayu jati, papan Paku biasa 1/2" - 1" lem kayu teakwood 4" x 8 " x 4 mm Tenaga Pekerja Tukang kayu Kepala Tukang Mandor Pasang pintu Teakwood rangkap rangka kayu kamfer Bahan Kayu kamfer, papan Paku biasa 1/2" - 1" lem kayu teakwood 4" x 8 " x 4 mm Tenaga Pekerja Tukang kayu Kepala Tukang Mandor Pasang pintu plywood & Formika rangka kayu Kamfer Bahan Kayu kamfer, papan Paku biasa 1/2" - 1" lem kayu plywood 4" x 8 " x 4 mm Formika 4" x 3" (untuk pintu) Tenaga Pekerja Tukang kayu Kepala Tukang Mandor
4,750,000.00 7,500.00 18,000.00 64,000.00
256,775.00 162,725.00 93,100.00 225.00 5,400.00 64,000.00 94,050.00 15,000.00 70,000.00 8,000.00 1,050.00 812,500.00 721,125.00 720,000.00 1,125.00 91,375.00 12,500.00 70,000.00 8,000.00 875.00 377,500.00 286,125.00 285,000.00 1,125.00 91,375.00 12,500.00 70,000.00 8,000.00 875.00 398,875.00 304,825.00 235,200.00 225.00 5,400.00 64,000.00 94,050.00 15,000.00 70,000.00 8,000.00 1,050.00 256,775.00 162,725.00 93,100.00 225.00 5,400.00 64,000.00 94,050.00 15,000.00 70,000.00 8,000.00 1,050.00 270,625.00 151,725.00 93,100.00 225.00 5,400.00 32,000.00 21,000.00 118,900.00 20,000.00 87,500.00 10,000.00 1,400.00
6.15.2 0.600 2.000 0.200 0.030 6.16 6.16.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
1 m2 0.060 m3 0.150 kg
12,000,000.00 7,500.00
6.16.2 0.500 2.000 0.200 0.025 6.17 6.17.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
1 m2 0.060 m3 0.150 kg
4,750,000.00 7,500.00
6.17.2 0.500 2.000 0.200 0.025 6.19 6.19.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
1 m2 0.020 0.030 0.300 1.000 m3 kg ltr lbr
12,000,000.00 7,500.00 18,000.00 64,000.00
6.19.2 0.600 2.000 0.200 0.030 6.20 6.20.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
1 m2 0.020 0.030 0.300 1.000 m3 kg ltr lbr
4,750,000.00 7,500.00 18,000.00 64,000.00
6.20.2 0.600 2.000 0.200 0.030 6.22 6.22.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
1 m2 0.020 0.030 0.300 0.500 0.500 m3 kg ltr lbr lbr
4,750,000.00 7,500.00 18,000.00 64,000.00 42,000.00
6.22.2 0.800 2.500 0.250 0.040 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
6.25 6.25.1
1 m2 0.020 0.030 1.200 1.000 1.000 m3 kg ltr lbr lbr
Pasang pintu Formika double rangka kayu jati Bahan Kayu jati, papan Paku biasa 1/2" - 1" lem kayu plywood 4" x 8 " x 4 mm Formika 4" x 3" (untuk pintu) Tenaga Pekerja Tukang kayu Kepala Tukang Mandor Pasang Konstruksi Kuda-Kuda kayu kamfer Bahan Kayu kamfer, balok Besi Strip Paku biasa 2" - 5" Tenaga Pekerja Tukang kayu Kepala Tukang Mandor
12,000,000.00 7,500.00 18,000.00 64,000.00 42,000.00
491,175.00 363,025.00 235,200.00 225.00 21,600.00 64,000.00 42,000.00 128,150.00 25,000.00 91,000.00 10,400.00 1,750.00 5,732,000.00 5,094,000.00 4,950,000.00 138,000.00 6,000.00 638,000.00 100,000.00 420,000.00 48,000.00 70,000.00 61,700.00 55,125.00 54,000.00 1,125.00 6,575.00 2,500.00 3,500.00 400.00 175.00 140,700.00 134,125.00 133,000.00 1,125.00 6,575.00 2,500.00 3,500.00 400.00 175.00 751,890.00 744,000.00 742,500.00 1,500.00 7,890.00 3,000.00 4,200.00 480.00 210.00 70,875.00 54,750.00 54,000.00 750.00 16,125.00 3,750.00 8,750.00 1,000.00 2,625.00 143,337.50 123,000.00 121,500.00 1,500.00
6.25.2 1.000 2.600 0.260 0.050 6.28 6.28.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
1 m3 1.100 m3 15.00 kg 0.800 kg
4,500,000.00 9,200.00 7,500.00
6.28.2 4.000 OH 12.000 OH 1.200 OH 2.000 OH 6.31 6.31.1
25,000.00 35,000.00 40,000.00 35,000.00
1 m2 Pasang Kaso dan Reng Genteng Kodok Kayu Kamfer Bahan 0.012 Kayu kamfer balok 0.15 Paku biasa 2" - 5" Tenaga Pekerja Tukang kayu Kepala Tukang Mandor
4,500,000.00 7,500.00
6.31.2 0.1 0.1 0.01 0.005 6.33 6.33.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
1 m2 Pasang Kaso dan reng Genteng Monier Kayu Jati Bahan 0.014 m3 Kayu jati balok 0.15 kg Paku biasa 2" - 5" Tenaga Pekerja Tukang kayu Kepala Tukang Mandor
9,500,000.00 7,500.00
6.33.2 0.1 0.1 0.01 0.005 6.36 6.36.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
1 m2 Pasang Kaso dan reng atap sirap Kayu kamfer Bahan 0.165 m3 Kayu kamfer balok 0.2 kg Paku biasa 2" - 5" Tenaga Pekerja Tukang kayu Kepala Tukang Mandor
4,500,000.00 7,500.00
6.36.2 0.12 0.12 0.012 0.006 6.39 6.39.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
1 m2 Pasang Rangka langit-langit (1x1)m kayu kamfer Bahan 0.012 m3 Kayu kamfer balok 0.1 kg Paku biasa 2" - 5" Tenaga Pekerja Tukang kayu Kepala Tukang Mandor
4,500,000.00 7,500.00
6.39.2 0.15 0.25 0.025 0.075 6.45 6.45.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
1 m2 Pasang Rangka langit-langit (30x30)cm kayu kamfer Bahan 0.027 m3 Kayu kamfer balok 0.2 kg Paku biasa 2" - 5"
4,500,000.00 7,500.00
6.45.2 0.25 0.35 0.035 0.013 6.47 6.47.1 OH OH OH OH
Tenaga Pekerja Tukang kayu Kepala Tukang Mandor
25,000.00 35,000.00 40,000.00 35,000.00
20,337.50 6,250.00 12,250.00 1,400.00 437.50 97,450.00 86,775.00 86,400.00 375.00 10,675.00 2,500.00 7,000.00 1,000.00 175.00 64,130.00 52,625.00 52,250.00 375.00 11,505.00 2,750.00 7,700.00 880.00 175.00 85,450.00 69,325.00 68,875.00 450.00 16,125.00 3,750.00 8,750.00 1,000.00 2,625.00 145,675.00 121,750.00 87,750.00 33,250.00 750.00 23,925.00 3,750.00 15,750.00 1,800.00 2,625.00 219,755.00 195,830.00 87,750.00 33,250.00 750.00 64,000.00 10,080.00 23,925.00 3,750.00 15,750.00 1,800.00 2,625.00 155,600.00 69,350.00 66,500.00 750.00 2,100.00 86,250.00 15,000.00 63,000.00 7,200.00 1,050.00
1 m' Pasang lisplank uk.(3x20) cm kayu jati Bahan 0.007 m3 Kayu jati papan 0.05 kg Paku biasa 2" - 5" Tenaga Pekerja Tukang kayu Kepala Tukang Mandor
12,000,000.00 7,500.00
6.47.2 0.1 0.2 0.025 0.005 6.50 6.50.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
1 m' Pasang lisplank uk.(3x30) cm kayu kamfer Bahan 0.011 m3 Kayu kamfer papan 0.05 kg Paku biasa 2" - 5" Tenaga Pekerja Tukang kayu Kepala Tukang Mandor
4,750,000.00 7,500.00
6.50.2 0.11 0.22 0.022 0.005 6.51 6.51.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
1 m' Pasang lisplank uk.2x(3x20) cm kayu kamfer Bahan 0.015 m3 Kayu kamfer papan 0.06 kg Paku biasa 2" - 5" Tenaga Pekerja Tukang kayu Kepala Tukang Mandor
4,750,000.00 7,500.00
6.51.2 0.15 0.25 0.025 0.075 6.54 6.54.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
1 m2 Pasang Rangka Dinding Pemisah kayu kamfer Bahan 0.02 m3 Kayu kamfer balok 0.007 m3 Kayu kamfer papan 0.1 kg Paku biasa 2" - 5" Tenaga Pekerja Tukang kayu Kepala Tukang Mandor
4,500,000.00 4,750,000.00 7,500.00
6.54.2 0.15 0.45 0.045 0.075 6.56 6.56.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
1 m2 Pasang dinding pemisah teakwood rangkap rangka kayu kamfer Bahan 0.020 m3 Kayu kamfer balok 4,500,000.00 0.007 m3 Kayu kamfer papan 4,750,000.00 0.100 kg Paku biasa 2" - 5" 7,500.00 1.000 lbr Teakwood 4" x 8" x 4 mm 64,000.00 0.560 ltr Lem 18,000.00 Tenaga Pekerja Tukang kayu Kepala Tukang Mandor
6.56.2 0.15 0.45 0.045 0.075 6.58 6.58.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
1 m2 Pasang dinding Lambriziring dari papan jati Bahan 0.007 m3 Kayu jati balok 0.100 kg Paku biasa 2" - 5" 0.150 kg Paku sekrup 3,5" Tenaga Pekerja Tukang kayu Kepala Tukang Mandor
9,500,000.00 7,500.00 14,000.00
6.58.2 0.6 1.8 0.18 0.03 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
6.59 6.59.1
1 m2 Pasang Plywood tebal 4mm untuk dinding Bahan 0.400 lbr plywood 4" x 8" x 4mm 0.500 kg Paku biasa 1/2" - 1" Tenaga 0.025 OH Pekerja 0.075 OH Tukang kayu 0.0075 OH Kepala Tukang 0.0013 OH Mandor PEKERJAAN BETON 1 m3 Membuat beton tumbuk 1Pc : 3Psr : 5kr Bahan 218.0 kg Portland cement 0.520 m3 Pasir beton 0.87 m3 Koral beton Tenaga Pekerja Tukang batu Kepala Tukang Mandor
64,000.00 7,500.00
32,945.50 29,350.00 25,600.00 3,750.00 3,595.50 625.00 2,625.00 300.00 45.50
6.59.2
25,000.00 35,000.00 40,000.00 35,000.00
7
03-3434-2002 6.1 6.1.1
675.00 120,000.00 120,000.00
367,750.00 313,950.00 147,150.00 62,400.00 104,400.00 53,800.00 41,250.00 8,750.00 1,000.00 2,800.00 44,890.00 15,150.00 6,750.00 3,120.00 5,280.00 29,740.00 28,750.00 700.00 80.00 210.00 366,400.00 312,600.00 156,600.00 62,400.00 93,600.00 53,800.00 41,250.00 8,750.00 1,000.00 2,800.00 6,871.00 6,412.50 6,300.00 112.50 458.50 175.00 245.00 28.00 10.50 15,271.00 14,812.50 14,700.00 112.50 458.50 175.00 245.00 28.00 10.50 20,950.00 19,297.50 13,260.00 6,037.50
6.1.2 1.65 0.25 0.025 0.08 6.4 6.4.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
1 m2 Membuat lantai kerja beton tumbuk 1Pc : 3Psr : 5kr tebal 5 cm Bahan 10.0 kg Portland cement 675.00 0.026 m3 Pasir beton 120,000.00 0.044 m3 Koral beton 120,000.00 Tenaga Pekerja Tukang batu Kepala Tukang Mandor
6.4.2 1.15 0.02 0.002 0.006 6.5 6.5.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
1 m3 Membuat beton 1Pc : 2Psr : 3kr Bahan 232.0 kg Portland cement 0.520 m3 Pasir beton 0.78 m3 Koral beton Tenaga Pekerja Tukang batu Kepala Tukang Mandor
675.00 120,000.00 120,000.00
6.5.2 1.65 0.25 0.025 0.08 6.25 6.25.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
1 kg pembesian dengan besi polos atau besi ulir Bahan 1.05 kg Besi beton 0.015 kg Kawat beton Tenaga 0.007 OH Pekerja 0.007 OH Tukang batu 0.0007 OH Kepala Tukang 0.0003 OH Mandor 1 kg Kabel presstresed polos/strand Bahan 1.05 kg Besi presstred polos 0.015 kg Kawat beton Tenaga 0.007 OH Pekerja 0.007 OH Tukang batu 0.0007 OH Kepala Tukang 0.0003 OH Mandor 1 kg Jaring kawat baja Bahan 1.02 kg besi jaring kawat baja 0.805 kg Kawat beton
6,000.00 7,500.00
6.25.2
25,000.00 35,000.00 40,000.00 35,000.00
6.26 6.26.1
14,000.00 7,500.00
6.26.2
25,000.00 35,000.00 40,000.00 35,000.00
6.27 6.27.1
13,000.00 7,500.00
6.27.2
Tenaga 0.025 OH Pekerja 0.025 OH Tukang batu 0.0025 OH Kepala Tukang 0.0015 OH Mandor 1 m2 Pasang bekesting untuk pondasi Bahan 0.04 m3 kayu terentang 0.300 kg paku biasa 2" - 5" 0.100 ltr Minyak bekesting Tenaga Pekerja Tukang batu Kepala Tukang Mandor
25,000.00 35,000.00 40,000.00 35,000.00
1,652.50 625.00 875.00 100.00 52.50 41,865.00 24,050.00 20,000.00 2,250.00 1,800.00 17,815.00 7,500.00 9,100.00 1,040.00 175.00 44,365.00 26,550.00 22,500.00 2,250.00 1,800.00 17,815.00 7,500.00 9,100.00 1,040.00 175.00 181,780.00 161,200.00 20,000.00 3,000.00 3,600.00 63,000.00 47,600.00 24,000.00 20,580.00 7,500.00 11,550.00 1,320.00 210.00 181,780.00 161,200.00 20,000.00 3,000.00 3,600.00 63,000.00 47,600.00 24,000.00 20,580.00 7,500.00 11,550.00 1,320.00 210.00 178,030.00 157,450.00 20,000.00 3,000.00 3,600.00 11,250.00 47,600.00 72,000.00 20,580.00 7,500.00 11,550.00 1,320.00 210.00
6.28 6.28.1
500,000.00 7,500.00 18,000.00
6.28.2 0.3 0.26 0.026 0.005 6.29 6.29.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
1 m2 Pasang bekesting untuk sloof Bahan 0.045 m3 kayu terentang 0.300 kg paku biasa 2" - 5" 0.100 ltr Minyak bekesting Tenaga Pekerja Tukang batu Kepala Tukang Mandor
500,000.00 7,500.00 18,000.00
6.29.2 0.3 0.26 0.026 0.005 6.30 6.30.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
1 m2 Pasang bekesting untuk kolom Bahan 0.04 m3 kayu terentang 0.400 kg paku biasa 2" - 5" 0.200 ltr Minyak bekesting 0.015 m3 Balok kayu 0.350 lbr plywood tebal 9 mm 2.000 btg Dolken kayu Galam D 8-10 cm / 4 m Tenaga Pekerja Tukang batu Kepala Tukang Mandor
500,000.00 7,500.00 18,000.00 4,200,000.00 136,000.00 12,000.00
6.30.2 0.3 0.33 0.033 0.006 6.31 6.31.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
1 m2 Pasang bekesting untuk balok Bahan 0.04 m3 kayu terentang 0.400 kg paku biasa 2" - 5" 0.200 ltr Minyak bekesting 0.015 m3 Balok kayu 0.350 lbr plywood tebal 9 mm 2.000 btg Dolken kayu Galam D 8-10 cm / 4 m Tenaga Pekerja Tukang batu Kepala Tukang Mandor
500,000.00 7,500.00 18,000.00 4,200,000.00 136,000.00 12,000.00
6.31.2 0.3 0.33 0.033 0.006 6.32 6.32.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
1 m2 Pasang bekesting untuk lantai Bahan 0.04 m3 kayu terentang 0.400 kg paku biasa 2" - 5" 0.200 ltr Minyak bekesting 0.015 m3 Balok kayu borneo 0.350 lbr Plywood tebal 9 mm 6.000 btg Dolken kayu Galam D 8-10 cm / 4 m Tenaga Pekerja Tukang batu Kepala Tukang Mandor
500,000.00 7,500.00 18,000.00 750,000.00 136,000.00 12,000.00
6.32.2 0.3 0.33 0.033 0.006 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
6.33 6.33.1
1 m2 Pasang bekesting untuk dinding Bahan 0.03 m3 kayu terentang 0.400 kg paku biasa 2" - 5" 0.200 ltr Minyak bekesting 0.020 m3 Balok kayu 0.350 lbr plywood tebal 9 mm 3.000 btg Dolken kayu Galam D 8-10 cm / 4 m 4.000 bh Formite/penjaga jarak/spacer (alat bantu) Tenaga Pekerja Tukang batu Kepala Tukang Mandor
500,000.00 7,500.00 18,000.00 750,000.00 136,000.00 12,000.00 5,000.00
160,780.00 140,200.00 15,000.00 3,000.00 3,600.00 15,000.00 47,600.00 36,000.00 20,000.00 20,580.00 7,500.00 11,550.00 1,320.00 210.00 136,630.00 115,550.00 15,000.00 3,000.00 2,700.00 11,250.00 47,600.00 36,000.00 21,080.00 8,000.00 11,550.00 1,320.00 210.00 617,400.00 417,900.00 261,900.00 78,000.00 78,000.00 199,500.00 150,000.00 35,000.00 4,000.00 10,500.00 615,900.00 416,400.00 270,000.00 48,000.00 98,400.00 199,500.00 150,000.00 35,000.00 4,000.00 10,500.00 29,645.00 23,700.00 13,200.00 4,500.00 6,000.00 5,945.00 3,750.00 1,750.00 200.00 245.00 1,607,825.00 1,409,350.00 100,000.00 11,250.00 7,200.00 900,000.00 16,875.00 218,025.00 62,400.00 93,600.00
6.33.2 0.3 0.33 0.033 0.006 6.34 6.34.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
1 m2 Pasang bekesting untuk tangga Bahan 0.03 m3 kayu terentang 0.400 kg paku biasa 2" - 5" 0.150 ltr Minyak bekesting 0.015 m3 Balok kayu 0.350 lbr plywood tebal 9 mm 3.000 btg Dolken kayu Galam D 8-10 cm / 4 m Tenaga Pekerja Tukang batu Kepala Tukang Mandor
500,000.00 7,500.00 18,000.00 750,000.00 136,000.00 12,000.00
6.34.2 0.32 0.33 0.033 0.006 6.35 6.35.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
1 m3 Membuat beton dengan mutu K-225 Bahan 388.000 kg Portland cement 0.650 m3 Pasir beton 0.650 m3 Koral beton Tenaga Pekerja Tukang batu Kepala Tukang Mandor
675.00 120,000.00 120,000.00
6.35.2 6.000 1.000 0.100 0.300 6.36 6.36.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
1 m3 Membuat beton dengan mutu K-275 Bahan 400.000 kg Portland cement 0.400 m3 Pasir beton 0.820 m3 Koral beton Tenaga Pekerja Tukang batu Kepala Tukang Mandor
675.00 120,000.00 120,000.00
6.36.2 6.000 1.000 0.100 0.300 6.37 6.37.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
1 m2 Pasang Jembatan Cor Bahan 0.026 m3 kayu terentang 0.600 kg paku biasa 2" - 5" 0.500 m3 Dolken Kayu Galam D 8 - 10 / 4 m Tenaga Pekerja Tukang kayu Kepala Tukang Mandor
500,000.00 7,500.00 12,000.00
6.37.2 0.150 0.050 0.005 0.007 6.38 6.38.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
1 m3 Membuat Pondasi Beton Bertulang (150kg besi + bekesting) Bahan 0.20 m3 kayu terentang 500,000.00 1.500 kg paku biasa 2" - 5" 7,500.00 0.400 ltr Minyak bekesting 18,000.00 150.000 kg besi beton polos 6,000.00 2.250 kg kawat beton 7,500.00 323.000 btg Portland Cement 675.00 0.520 m3 Pasir beton 120,000.00 0.780 m3 Koral beton 120,000.00
6.38.2 3.900 0.350 1.040 1.050 0.245 0.165 6.39 6.39.1 OH OH OH OH OH OH
Tenaga Pekerja Tukang batu Tukang kayu Tukang besi Kepala Tukang Mandor
25,000.00 35,000.00 35,000.00 35,000.00 40,000.00 35,000.00
198,475.00 97,500.00 12,250.00 36,400.00 36,750.00 9,800.00 5,775.00 2,013,615.00 1,757,325.00 135,000.00 15,000.00 10,800.00 1,200,000.00 22,500.00 218,025.00 62,400.00 93,600.00
1 m3 Membuat Sloof Beton Bertulang (200kg besi + bekesting) Bahan 0.27 m3 kayu terentang 2.000 kg paku biasa 2" - 5" 0.600 ltr Minyak bekesting 200.000 kg besi beton polos 3.000 kg kawat beton 323.000 btg Portland Cement 0.520 m3 Pasir beton 0.780 m3 Koral beton
500,000.00 7,500.00 18,000.00 6,000.00 7,500.00 675.00 120,000.00 120,000.00
6.39.2 4.850 0.350 1.560 1.400 0.331 0.170 6.40 6.40.1 OH OH OH OH OH OH
Tenaga Pekerja Tukang batu Tukang kayu Tukang besi Kepala Tukang Mandor
25,000.00 35,000.00 35,000.00 35,000.00 40,000.00 35,000.00
256,290.00 121,250.00 12,250.00 54,600.00 49,000.00 13,240.00 5,950.00 3,717,575.00 3,302,275.00 200,000.00 30,000.00 36,000.00 1,800,000.00 33,750.00 218,025.00 62,400.00 93,600.00 112,500.00 476,000.00 240,000.00 415,300.00 182,500.00 12,250.00 115,500.00 73,500.00 22,800.00 8,750.00 2,820,855.00 2,487,125.00 160,000.00 24,000.00 28,800.00 1,200,000.00 22,500.00 218,025.00 62,400.00 93,600.00 105,000.00 380,800.00 192,000.00 333,730.00 149,000.00 12,250.00 98,000.00 49,000.00 18,200.00 7,280.00
1 m3 Membuat Kolom Beton Bertulang (300kg besi + bekesting) Bahan 0.40 m3 kayu terentang 4.000 kg paku biasa 2" - 5" 2.000 ltr Minyak bekesting 300.000 kg besi beton polos 4.500 kg kawat beton 323.000 btg Portland Cement 0.520 m3 Pasir beton 0.780 m3 Koral beton 0.150 m3 kayu balok 3.500 lbr plywood 9 mm 20.000 btg dolken diameter 8 / 4 m Tenaga Pekerja Tukang batu Tukang kayu Tukang besi Kepala Tukang Mandor
500,000.00 7,500.00 18,000.00 6,000.00 7,500.00 675.00 120,000.00 120,000.00 750,000.00 136,000.00 12,000.00
6.40.2 7.300 0.350 3.300 2.100 0.570 0.250 6.41 6.41.1 OH OH OH OH OH OH
25,000.00 35,000.00 35,000.00 35,000.00 40,000.00 35,000.00
1 m3 Membuat balok Beton Bertulang (200kg besi + bekesting) Bahan 0.32 m3 kayu terentang 3.200 kg paku biasa 2" - 5" 1.600 ltr Minyak bekesting 200.000 kg besi beton polos 3.000 kg kawat beton 323.000 btg Portland Cement 0.520 m3 Pasir beton 0.780 m3 Koral beton 0.140 m3 kayu balok 2.800 lbr plywood 9 mm 16.000 btg dolken diameter 8 / 4 m Tenaga Pekerja Tukang batu Tukang kayu Tukang besi Kepala Tukang Mandor
500,000.00 7,500.00 18,000.00 6,000.00 7,500.00 675.00 120,000.00 120,000.00 750,000.00 136,000.00 12,000.00
6.41.2 5.960 0.350 2.800 1.400 0.455 0.208 OH OH OH OH OH OH
25,000.00 35,000.00 35,000.00 35,000.00 40,000.00 35,000.00
6.42 6.42.1
1 m3 Membuat balok Beton Bertulang (150kg besi + bekesting) Bahan 0.32 m3 kayu terentang 3.200 kg paku biasa 2" - 5" 1.600 ltr Minyak bekesting 150.000 kg besi beton polos 2.250 kg kawat beton 323.000 btg Portland Cement 0.520 m3 Pasir beton 0.780 m3 Koral beton 0.120 m3 kayu balok 2.800 lbr plywood 9 mm 32.000 btg dolken diameter 8 / 4 m Tenaga Pekerja Tukang batu Tukang kayu Tukang besi Kepala Tukang Mandor
500,000.00 7,500.00 18,000.00 6,000.00 7,500.00 675.00 120,000.00 120,000.00 750,000.00 136,000.00 12,000.00
2,652,827.50 2,358,500.00 160,000.00 24,000.00 28,800.00 900,000.00 16,875.00 218,025.00 62,400.00 93,600.00 90,000.00 380,800.00 384,000.00 294,327.50 145,000.00 12,250.00 98,000.00 36,750.00 1,680.00 647.50 2,556,655.00 2,252,500.00 120,000.00 24,000.00 28,800.00 900,000.00 16,875.00 218,025.00 62,400.00 93,600.00 120,000.00 380,800.00 288,000.00 304,155.00 140,000.00 12,250.00 92,400.00 36,750.00 16,000.00 6,755.00 2,657,395.00 2,352,375.00 125,000.00 22,500.00 21,600.00 1,200,000.00 22,500.00 218,025.00 62,400.00 93,600.00 78,750.00 340,000.00 168,000.00 305,020.00 140,000.00 12,250.00 80,500.00 49,000.00 16,200.00 7,070.00 30,265.00 26,950.00 1,000.00 75.00 18,000.00 3,375.00 2,700.00 720.00 1,080.00
6.42.2 5.800 0.350 2.800 1.050 0.042 0.019 6.43 6.43.1 OH OH OH OH OH OH
25,000.00 35,000.00 35,000.00 35,000.00 40,000.00 35,000.00
1 m3 Membuat dinding Beton Bertulang (150kg besi + bekesting) Bahan 0.24 m3 kayu terentang 3.200 kg paku biasa 2" - 5" 1.600 ltr Minyak bekesting 150.000 kg besi beton polos 2.250 kg kawat beton 323.000 btg Portland Cement 0.520 m3 Pasir beton 0.780 m3 Koral beton 0.160 m3 kayu balok 2.800 lbr plywood 9 mm 24.000 btg dolken diameter 8 / 4 m Tenaga Pekerja Tukang batu Tukang kayu Tukang besi Kepala Tukang Mandor
500,000.00 7,500.00 18,000.00 6,000.00 7,500.00 675.00 120,000.00 120,000.00 750,000.00 136,000.00 12,000.00
6.43.2 5.600 0.350 2.640 1.050 0.400 0.193 6.44 6.44.1 OH OH OH OH OH OH
25,000.00 35,000.00 35,000.00 35,000.00 40,000.00 35,000.00
1 m3 Membuat tangga Beton Bertulang (200kg besi + bekesting) Bahan 0.25 m3 kayu terentang 3.000 kg paku biasa 2" - 5" 1.200 ltr Minyak bekesting 200.000 kg besi beton polos 3.000 kg kawat beton 323.000 btg Portland Cement 0.520 m3 Pasir beton 0.780 m3 Koral beton 0.105 m3 kayu balok 2.500 lbr plywood 9 mm 14.000 btg dolken diameter 8 / 4 m Tenaga Pekerja Tukang batu Tukang kayu Tukang besi Kepala Tukang Mandor
500,000.00 7,500.00 18,000.00 6,000.00 7,500.00 675.00 120,000.00 120,000.00 750,000.00 136,000.00 12,000.00
6.44.2 5.600 0.350 2.300 1.400 0.405 0.202 6.45 6.45.1 OH OH OH OH OH OH
25,000.00 35,000.00 35,000.00 35,000.00 40,000.00 35,000.00
1 m' Membuat Kolom Penguat Beton Bertulang (11 x 11) cm Bahan 0.002 m3 kayu terentang 0.010 kg paku biasa 2" - 5" 3.000 kg besi beton polos 0.450 kg kawat beton 4.000 kg Portland Cement 0.006 m3 Pasir beton 0.009 m3 Koral beton
500,000.00 7,500.00 6,000.00 7,500.00 675.00 120,000.00 120,000.00
6.45.2 0.060 0.020 0.020 0.002 0.006 0.003 6.46 6.46.1 OH OH OH OH OH OH
Tenaga Pekerja Tukang batu Tukang kayu Tukang besi Kepala Tukang Mandor
25,000.00 35,000.00 35,000.00 35,000.00 40,000.00 35,000.00
3,315.00 1,500.00 700.00 700.00 70.00 240.00 105.00 36,757.50 30,217.50 1,500.00 150.00 21,600.00 375.00 3,712.50 1,080.00 1,800.00 6,540.00 2,500.00 1,155.00 1,155.00 1,155.00 400.00 175.00
1 m' Membuat Ring balk Beton Bertulang (10 x 15) cm Bahan 0.003 m3 kayu albasia 0.020 kg paku biasa 2" - 5" 3.600 kg besi beton polos 0.050 kg kawat beton 5.500 kg Portland Cement 0.009 m3 Pasir beton 0.015 m3 Koral beton Tenaga Pekerja Tukang batu Tukang kayu Tukang besi Kepala Tukang Mandor PEKERJAAN PENUTUP ATAP Pasang Atap Genteng Plentong Kecil Bahan 25.000 bh Genteng Plentong Tenaga Pekerja Tukang Kayu Kepala tukang Mandor 1 m2
500,000.00 7,500.00 6,000.00 7,500.00 675.00 120,000.00 120,000.00
6.46.2 0.100 0.033 0.033 0.033 0.010 0.005 7 03-3436-2002 6.1 6.1.1 OH OH OH OH OH OH
25,000.00 35,000.00 35,000.00 35,000.00 40,000.00 35,000.00
800.00
26,975.00 20,000.00 20,000.00 6,975.00 3,750.00 2,625.00 320.00 280.00 51,975.00 45,000.00 45,000.00 6,975.00 3,750.00 2,625.00 320.00 280.00 37,570.00 31,200.00 31,200.00 6,370.00 3,750.00 2,100.00 240.00 280.00 33,900.00 16,030.00 7,750.00 5,400.00 2,880.00 17,870.00 10,000.00 7,000.00 800.00 70.00 38,650.00 20,780.00 12,500.00 5,400.00 2,880.00
6.1.2 0.150 0.075 0.008 0.008 6.2 6.2.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
Pasang Atap Genteng Kodok / Glasur Bahan 25.000 bh Genteng kodok / glasur Tenaga Pekerja Tukang Kayu Kepala tukang Mandor
1 m2
1,800.00
6.2.2 0.150 0.075 0.008 0.008 6.3 6.3.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
Pasang Atap Genteng Plentong super / besar Bahan 12.000 bh Genteng plentong super / besar Tenaga Pekerja Tukang Kayu Kepala tukang Mandor
1 m2
2,600.00
6.3.2 0.150 0.060 0.006 0.008 6.4 6.4.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
Pasang Genteng bubung plentong Bahan 5.000 bh Genteng bubung plentong 8.000 kg Portland cement 0.032 m3 Pasir pasang Tenaga Pekerja Tukang Kayu Kepala tukang Mandor
1 m'
1,550.00 675.00 90,000.00
6.4.2 0.400 0.200 0.020 0.002 6.5 6.5.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
Pasang Genteng bubung Kodok / glasur Bahan 5.000 bh Genteng bubung kodok / glasur 8.000 kg Portland cement 0.032 m3 Pasir pasang
1 m'
2,500.00 675.00 90,000.00
6.5.2 0.400 0.200 0.020 0.002 6.6 6.6.1 OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala tukang Mandor
25,000.00 35,000.00 40,000.00 35,000.00
17,870.00 10,000.00 7,000.00 800.00 70.00 42,150.00 24,280.00 16,000.00 5,400.00 2,880.00 17,870.00 10,000.00 7,000.00 800.00 70.00 41,795.00 35,070.00 33,750.00 1,320.00 6,725.00 3,500.00 2,625.00 320.00 280.00 41,545.00 35,070.00 33,750.00 1,320.00 6,475.00 3,500.00 2,450.00 280.00 245.00 27,482.50 21,007.50 19,687.50 1,320.00 6,475.00 3,500.00 2,450.00 280.00 245.00 36,377.50 30,007.50 28,687.50 1,320.00 6,370.00 3,500.00 2,345.00 280.00 245.00 31,475.00 22,225.00 22,000.00 225.00 9,250.00 5,000.00 3,500.00 400.00 350.00 96,680.00 82,500.00 81,000.00 1,500.00
Pasang Genteng bubung Plentong besar Bahan 4.000 bh Genteng bubung plentong besar 8.000 kg Portland cement 0.032 m3 Pasir pasang Tenaga Pekerja Tukang Kayu Kepala tukang Mandor
1 m'
4,000.00 675.00 90,000.00
6.6.2 0.400 0.200 0.020 0.002 6.9 6.9.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
Pasang Atap Asbes Gelombang (2.25 x 0.92)m x 5 mm Bahan 0.600 lbr Asbes Gelombang 0.120 kg Paku pancing 60 x 230 Tenaga Pekerja Tukang Kayu Kepala tukang Mandor
1 m2
56,250.00 11,000.00
6.9.2 0.140 0.075 0.008 0.008 6.10 6.10.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
Pasang Atap Asbes Gelombang (2.00 x 0.92)m x 5 mm Bahan 0.600 lbr Asbes Gelombang 0.120 kg Paku pancing 60 x 230 Tenaga Pekerja Tukang Kayu Kepala tukang Mandor
1 m2
56,250.00 11,000.00
6.10.2 0.140 0.070 0.007 0.007 6.12 6.12.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
Pasang Atap Asbes Gelombang (3.00 x 1.05)m x 4 mm Bahan 0.350 lbr Asbes Gelombang 0.120 kg Paku pancing 60 x 230 Tenaga Pekerja Tukang Kayu Kepala tukang Mandor
1 m2
56,250.00 11,000.00
6.12.2 0.140 0.070 0.007 0.007 6.15 6.15.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
Pasang Atap Asbes Gelombang (2.10 x 1.05)m x 4 mm Bahan 0.510 lbr Asbes Gelombang 0.120 kg Paku pancing 60 x 230 Tenaga Pekerja Tukang Kayu Kepala tukang Mandor
1 m2
56,250.00 11,000.00
6.15.2 0.140 0.067 0.007 0.007 6.30 6.30.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
Pasang Atap genteng beton Bahan 11.000 bh Genteng beton standard 0.030 kg Paku biasa 2" - 5" Tenaga Pekerja Tukang Kayu Kepala tukang Mandor
1 m2
2,000.00 7,500.00
6.30.2 0.200 0.100 0.010 0.010 6.33 6.33.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
Pasang Atap Sirap Bahan 60.000 lbr Genteng sirap 0.200 kg Paku biasa 1/2" - 1"
1 m2
1,350.00 7,500.00
6.33.2 0.166 0.250 0.025 0.008 6.34 6.34.1 OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala tukang Mandor Pasang Nok Genteng beton Bahan Nok Genteng beton Paku biasa 2" - 5" Portland cement Pasir pasang semen warna Tenaga Pekerja Tukang Kayu Kepala tukang Mandor Pasang Nok sirap Bahan seng plat 3" x 6" BJLS 28 Paku biasa 1/2" - 1" Paku biasa 2" - 5" kayu kamfer papan tebal 6 cm Tenaga Pekerja Tukang Kayu Kepala tukang Mandor
25,000.00 35,000.00 40,000.00 35,000.00
14,180.00 4,150.00 8,750.00 1,000.00 280.00 41,295.00 22,795.00 8,750.00 375.00 7,290.00 2,880.00 3,500.00 18,500.00 10,000.00 7,000.00 800.00 700.00 23,341.00 10,256.00 5,600.00 450.00 3,750.00 456.00 13,085.00 3,125.00 8,750.00 1,000.00 210.00 34,350.00 28,800.00 27,300.00 1,500.00 5,550.00 3,000.00 2,100.00 240.00 210.00 11,230.00 4,500.00 4,200.00 300.00 6,730.00 3,750.00 2,450.00 320.00 210.00 12,025.00 6,045.00 4,725.00 1,320.00 5,980.00 3,750.00 1,750.00 200.00 280.00
1 m' 3.500 bh 0.050 kg 10.800 kg 0.032 m3 1.000 kg
2,500.00 7,500.00 675.00 90,000.00 3,500.00
6.34.2 0.400 0.200 0.020 0.020 6.37 6.37.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
1 m' 0.400 0.060 0.500 0.004 lbr kg kg m3
14,000.00 7,500.00 7,500.00 114,000.00
6.37.2 0.125 0.250 0.025 0.006 6.38 6.38.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
Pasang atap seng gelombang Bahan 0.700 lbr Seng gelombang 3" x 6" BJLS 28 0.200 kg Paku biasa 1/2" - 1" Tenaga Pekerja Tukang Kayu Kepala tukang Mandor
1 m2
39,000.00 7,500.00
6.38.2 0.120 0.060 0.006 0.006 6.39 6.39.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
Pasang atap Nok Seng Bahan 0.300 lbr Seng plat 3" x 6" BJLS 28 0.040 kg Paku biasa 1/2" - 1" Tenaga Pekerja Tukang Kayu Kepala tukang Mandor
1 m'
14,000.00 7,500.00
6.39.2 0.150 0.070 0.008 0.006 6.42 6.42.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
Pasang Allumunium Foil / Sisalation Bahan 1.050 m2 Allumunium foil / Sisalation 0.120 kg Paku pancing 60 x 230 Tenaga Pekerja Tukang Kayu Kepala tukang Mandor PEKERJAAN LANGIT-LANGIT Langit-langit asbes (1.00 x 1.00) cm, tebal 6 mm Bahan 1.1 Lbr Plat asbes tebal 6 mm 0.01 kg Paku Tenaga 0.030 OH Pekerja 0.070 OH Tukang Kayu 0.007 OH Kepala tukang 1 m2
1 m2
4,500.00 11,000.00
6.42.2 0.150 0.050 0.005 0.008 8 03-3436-2002 6.1 6.1.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
90,000.00 7,500.00
102,607.50 99,075.00 99,000.00 75.00 3,532.50 750.00 2,450.00 280.00
6.1.2
25,000.00 35,000.00 40,000.00
0.002 OH Mandor
35,000.00
52.50
6.5 6.5.1
Langit-langit akustik (30 x 30) cm Bahan 11.5 Lbr Akustik Uk. 30 x 30 cm 0.05 kg Paku Tenaga Pekerja Tukang Kayu Kepala tukang Mandor
1 m2
3,000.00 7,500.00
41,160.00 34,875.00 34,500.00 375.00 6,285.00 1,500.00 4,200.00 480.00 105.00 29,037.50 23,265.00 23,040.00 225.00 5,772.50 1,750.00 3,500.00 400.00 122.50 29,997.50 24,225.00 24,000.00 225.00 5,772.50 1,750.00 3,500.00 400.00 122.50 317,525.00 288,775.00 288,000.00 75.00 700.00 28,750.00 5,000.00 21,000.00 2,400.00 350.00 50,730.00 31,725.00 31,500.00 225.00 19,005.00 15,000.00 3,500.00 400.00 105.00 7,450.00 4,145.00 4,070.00 75.00 3,305.00 1,250.00 1,750.00 200.00 105.00 85,745.00 68,450.00 57,000.00 450.00 11,000.00 17,295.00 4,500.00 11,200.00
6.5.2 0.060 0.120 0.012 0.003 6.8 6.8.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
Langit-langit Playwood (30 x 60) cm tebal 4mm Bahan 0.36 Lbr Plywood 4" x 8" x 4 mm 0.03 kg Paku Tenaga Pekerja Tukang Kayu Kepala tukang Mandor
1 m2
64,000.00 7,500.00
6.8.2 0.070 0.100 0.010 0.004 6.11 6.11.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
Langit-langit Playwood (60 x 120) cm tebal 6mm Bahan 0.375 Lbr Plywood 4" x 8" x 6 mm 0.03 kg Paku Tenaga Pekerja Tukang Kayu Kepala tukang Mandor
1 m2
64,000.00 7,500.00
6.11.2 0.070 0.100 0.010 0.004 6.14 6.14.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
Langit-langit Lat Kayu Jati Bahan 0.024 m3 kayu jati papan 0.01 kg Paku 0.05 kg Paku Sekrup Tenaga Pekerja Tukang Kayu Kepala tukang Mandor
1 m2
12,000,000.00 7,500.00 14,000.00
6.14.2 0.200 0.600 0.060 0.010 6.17 6.17.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
Langit-langit Lat Softboard Bahan 0.35 m3 Softboard 4" x 8" x 4 mm 0.03 kg Paku biasa Tenaga Pekerja Tukang Kayu Kepala tukang Mandor
1 m2
90,000.00 7,500.00
6.17.2 0.600 0.100 0.010 0.003 6.19 6.19.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
List langit-langit kayu profil Bahan 1.1 m' list kayu profil 0.01 kg Paku biasa Tenaga Pekerja Tukang Kayu Kepala tukang Mandor
1 m2
3,700.00 7,500.00
6.19.2 0.050 0.050 0.005 0.003 6.20 6.20.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
Langit-langit Asbes (1 x 1)m tebal 3,2 mm rangka kamfer Bahan 0.012 m' kayu kamfer 0.06 kg Paku biasa 1.1 lbr Asbes 1 x 1 m Tenaga 0.180 OH Pekerja 0.320 OH Tukang Kayu
1 m2
4,750,000.00 7,500.00 10,000.00
6.20.2
25,000.00 35,000.00
0.032 OH Kepala tukang 0.009 OH Mandor 6.21 6.21.1 1 m2 0.023 m' 0.06 kg 0.39 lbr 6.21.2 0.27 OH 0.4 OH 0.04 OH 0.0135 OH 6.24 6.24.1 1 m2 0.364 lbr 0.11 kg 6.24.2 0.1 0.05 0.005 0.005 9 03-3436-2002 6.1 6.1.1 OH OH OH OH Langit-langit plywood 4 mm dan rangka kayu kamfer Bahan kayu kamfer Paku biasa plywood 4" x 8" x 4 mm Tenaga Pekerja Tukang Kayu Kepala tukang Mandor Langit-langit gypsumboard, tebal 9 mm Bahan gypsumboard paku sekrup Tenaga Pekerja Tukang Kayu Kepala tukang Mandor PEKERJAAN SANITASI 1 Unit Memasang Klosed Duduk / Mono Blok Bahan 1.000 bh Klosed duduk / mono blok 0.060 Kelengkapan 6% dari harga klosed Tenaga Pekerja Tukang batu Kepala tukang Mandor
40,000.00 35,000.00
1,280.00 315.00 157,482.50 134,660.00 109,250.00 450.00 24,960.00 22,822.50 6,750.00 14,000.00 1,600.00 472.50 22,545.00 17,920.00 16,380.00 1,540.00 4,625.00 2,500.00 1,750.00 200.00 175.00
4,750,000.00 7,500.00 64,000.00
25,000.00 35,000.00 40,000.00 35,000.00
45,000.00 14,000.00
25,000.00 35,000.00 40,000.00 35,000.00
270,000.00 270,000.00
412,840.00 286,200.00 270,000.00 16,200.00 126,640.00 82,500.00 38,500.00 40.00 5,600.00 228,050.00 84,950.00 80,000.00 4,050.00 900.00 143,100.00 25,000.00 52,500.00 60,000.00 5,600.00 429,450.00 362,450.00 275,000.00 82,500.00 4,050.00 900.00 67,000.00 25,000.00 35,000.00 4,000.00 3,000.00 569,525.00 524,950.00 400,000.00 120,000.00 4,050.00 900.00 44,575.00 30,000.00 5,075.00 6,000.00 3,500.00
6.1.2 3.300 1.100 0.001 0.160 6.2 6.2.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
1 Unit Memasang Klosed jongkok porselen Bahan 1.000 bh Klosed Jongkok 6.000 kg Portland sement 0.010 m3 Pasir pasang Tenaga Pekerja Tukang batu Kepala tukang Mandor
80,000.00 675.00 90,000.00
6.2.2 1.000 1.500 1.500 0.160 6.4 6.4.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
1 Unit Memasang Urinoir Bahan 1.000 bh Urinoir 0.300 - Perlengkapan 30% harga urinoir 6.000 kg Portland sement 0.010 m3 Pasir pasang Tenaga Pekerja Tukang batu Kepala tukang Mandor
275,000.00 275,000.00 675.00 90,000.00
6.4.2 1.000 1.000 0.100 0.100 6.5 6.5.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 30,000.00
1 Unit Memasang wastafel Bahan 1.000 bh wastafel meja oval 0.300 - Perlengkapan 30% harga wastafel 6.000 kg Portland sement 0.010 m3 Pasir pasang Tenaga Pekerja Tukang batu Kepala tukang Mandor
400,000.00 400,000.00 675.00 90,000.00
6.5.2 1.200 0.145 0.150 0.100 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
6.8 6.8.1
1 Unit Memasang Bak mandi batu bata Vol. 0.30m3 Bahan 0.400 m3 Batu bata 120.000 kg Portland cement 0.300 kg Pasir pasang 360.000 bh Porselen 11 x 11 cm 6.000 kg Semen nat Tenaga Pekerja Tukang batu Kepala tukang Mandor Memasang Pipa Beton 15 cm - 20 cm Bahan Pipa beton Batu bata Pasir pasang Portland cement Pasir urug Tenaga Pekerja Tukang batu Kepala tukang Mandor Memasang Pipa Beton 30 cm - 100 cm Bahan Pipa beton Batu bata Pasir pasang Portland cement Pasir urug Tenaga Pekerja Tukang batu Kepala tukang Mandor
150,000.00 675.00 90,000.00 191.92 3,500.00
535,591.20 258,091.20 60,000.00 81,000.00 27,000.00 69,091.20 21,000.00 277,500.00 150,000.00 105,000.00 12,000.00 10,500.00 35,064.00 28,589.00 17,600.00 4,050.00 5,040.00 459.00 1,440.00 6,475.00 3,500.00 2,450.00 280.00 245.00 145,257.50 127,682.50 28,600.00 82,500.00 5,490.00 6,952.50 4,140.00 17,575.00 9,500.00 6,650.00 760.00 665.00 45,655.00 40,300.00 31,200.00 9,100.00 5,355.00 1,350.00 2,700.00 360.00 945.00 64,034.00 55,025.00 42,600.00 12,425.00 9,009.00 2,700.00 5,400.00 720.00 189.00 95,221.34 83,958.34 65,000.00 18,958.33 11,263.00 3,375.00 6,750.00 900.00 238.00 9,009.25 6,006.25
6.8.2 6.000 3.000 0.300 0.300 6.14 6.14.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
1 m' 1.100 0.027 0.056 0.680 0.024 bh m3 m3 kg m3
16,000.00 150,000.00 90,000.00 675.00 60,000.00
6.14.2 0.140 0.070 0.007 0.007 6.15 6.15.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
1 m' 1.100 bh 0.550 m3 0.061 m3 10.300 kg 0.069 m3
26,000.00 150,000.00 90,000.00 675.00 60,000.00
6.15.2 0.380 0.190 0.019 0.019 6.20 6.20.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
1 m' 1.200 0.350
Memasang Pipa Galvanis 3/4" Bahan m' pipa galvanis Perlengkapan 35% harga pipa Tenaga Pekerja Tukang ledeng Kepala tukang Mandor
26,000.00 26,000.00
6.20.2 0.054 0.090 0.009 0.027 6.23 6.23.1 OH OH OH OH
25,000.00 30,000.00 40,000.00 35,000.00
1 m' 1.200 0.350
Memasang Pipa Galvanis 3" Bahan m' pipa galvanis Perlengkapan 35% harga pipa Tenaga Pekerja Tukang ledeng Kepala tukang Mandor
35,500.00 35,500.00
6.23.2 0.108 OH 0.180 OH 0.018 OH 0.0054 OH 6.24 6.24.1 1 m' 1.200 0.350 6.24.2 0.135 OH 0.225 OH 0.0225 OH 0.0068 OH 6.25 6.25.1 1 m'
25,000.00 30,000.00 40,000.00 35,000.00
Memasang Pipa Galvanis 4" Bahan m' pipa galvanis Perlengkapan 35% harga pipa Tenaga Pekerja Tukang ledeng Kepala tukang Mandor Memasang Pipa PVC tipe AW 1/2" Bahan
54,166.67 54,166.67
25,000.00 30,000.00 40,000.00 35,000.00
1.200 0.350 6.25.2
m' pipa PVC Perlengkapan 35% harga pipa Tenaga Pekerja Tukang ledeng Kepala tukang Mandor
3,875.00 3,875.00
4,650.00 1,356.25 3,003.00 900.00 1,800.00 240.00 63.00 18,712.84 14,208.34 11,000.00 3,208.33 4,504.50 1,350.00 2,700.00 360.00 94.50 37,778.50 31,000.00 24,000.00 7,000.00 6,778.50 2,025.00 4,050.00 560.00 143.50 271,002.50 260,000.00 130,000.00 130,000.00 11,002.50 750.00 9,000.00 1,200.00 52.50 9,840.00 6,015.00 6,000.00 15.00 3,825.00 250.00 3,000.00 400.00 175.00 9,325.00 5,000.00 5,000.00 4,325.00 250.00 3,500.00 400.00 175.00
0.036 OH 0.060 OH 0.006 OH 0.0018 OH 6.29 6.29.1 1 m' 1.200 0.350 6.29.2 0.054 OH 0.090 OH 0.009 OH 0.0027 OH 6.31 6.31.1 1 m' 1.200 0.350 6.31.2 0.081 OH 0.135 OH 0.014 OH 0.0041 OH 6.33 6.33.1 1 bh
25,000.00 30,000.00 40,000.00 35,000.00
Memasang Pipa PVC tipe AW 2" Bahan m' pipa PVC Perlengkapan 35% harga pipa Tenaga Pekerja Tukang ledeng Kepala tukang Mandor
9,166.67 9,166.67
25,000.00 30,000.00 40,000.00 35,000.00
Memasang Pipa PVC tipe AW 3" Bahan m' pipa PVC Perlengkapan 35% harga pipa Tenaga Pekerja Tukang ledeng Kepala tukang Mandor
20,000.00 20,000.00
25,000.00 30,000.00 40,000.00 35,000.00
Memasang Bak Cuci piring Stainles steel Bahan 1.000 bh Bak cuci stainles steel 1.000 set Water drain dan Assesoris Tenaga Pekerja Tukang ledeng Kepala tukang Mandor
130,000.00 130,000.00
6.33.2 0.030 OH 0.300 OH 0.030 OH 0.0015 OH 6.35 6.35.1 1 bh
25,000.00 30,000.00 40,000.00 35,000.00
Memasang kran 3/4" atau 1/2" Bahan 1.000 bh kran air 0.025 set Seal tape Tenaga Pekerja Tukang ledeng Kepala tukang Mandor
6,000.00 600.00
6.35.2 0.010 0.100 0.010 0.005 6.36 6.36.1 OH OH OH OH
25,000.00 30,000.00 40,000.00 35,000.00
Memasang Floor drain Bahan 1.000 bh Floor drain Tenaga Pekerja Tukang batu Kepala tukang Mandor PEKERJAAN BESI DAN ALUMUNIUM 1 Kg Pasang Rangka Atap Baja Bahan 1.100 kg Besi Profil WF 0.080 kg Meni Besi Tenaga 0.060 OH Pekerja 0.006 OH Tukang besi 0.006 OH kepala tukang 0.0003 OH Mandor 1 m2 Pasang Pintu besi baja Bahan 1.000 m2 Pintu besi baja
1 bh
5,000.00
6.36.2 0.010 0.100 0.010 0.005 9 03-3436-2002 6.1 6.1.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
5,500.00 12,500.00
9,010.50 7,050.00 6,050.00 1,000.00 1,960.50 1,500.00 210.00 240.00 10.50 292,720.00 250,000.00 250,000.00
6.1.2
25,000.00 35,000.00 40,000.00 35,000.00
6.2 6.2.1
250,000.00
6.2.2
Tenaga 0.650 OH Pekerja 0.650 OH Tukang besi konstruksi 0.065 OH kepala tukang 0.0320 OH Mandor 1 m2 Pasang Lipat Pintu Besi Bahan 1.000 m2 Pintu lipat besi Tenaga 1.050 OH Pekerja 1.050 OH Tukang besi konstruksi 0.105 OH kepala tukang 0.0052 OH Mandor 1 m2 Pasang Rolling Door Bahan 1.000 m2 Roll Door Tenaga 1.050 OH Pekerja 1.500 OH Tukang besi konstruksi 0.105 OH kepala tukang 0.0052 OH Mandor 1 m2 Pasang pintu Alumunium Bahan 1.000 m2 pintu alumunium Tenaga 1.050 OH Pekerja 1.500 OH Tukang besi konstruksi 0.105 OH kepala tukang 0.0052 OH Mandor 1 m2 Pasang teralis besi Bahan 11.500 m' besi strip 2 x 3 Tenaga 1.200 OH Pekerja 1.200 OH Tukang las 0.012 OH kepala tukang 0.0060 OH Mandor 1 m2 Pasang Kawat Harmonika Bahan 1.100 m2 Kawat harmonika 0.020 kg Paku biasa 1/2" - 1" 0.0018 m3 Kayu kamfer, papan Tenaga 0.100 OH Pekerja 0.100 OH Tukang kayu 0.010 OH kepala tukang 0.0005 OH Mandor 1 m2 Pasang Kawat nyamuk Bahan 1.100 m2 Kawat nyamuk nylon 0.020 kg Paku biasa 1/2" - 1" 0.0018 m3 Kayu kamfer, papan Tenaga 0.100 OH Pekerja 0.100 OH Tukang kayu 0.010 OH kepala tukang 0.0005 OH Mandor 1 m2 Pasang Jendela nako dan tralis Bahan 1.100 m2 Jendela nako 0.020 kg Paku biasa 1/2" - 1" atau sekrup 0.025 m2 Besi Strip
25,000.00 35,000.00 40,000.00 35,000.00
42,720.00 16,250.00 22,750.00 2,600.00 1,120.00 317,382.00 250,000.00 250,000.00 67,382.00 26,250.00 36,750.00 4,200.00 182.00 228,132.00 145,000.00 145,000.00 83,132.00 26,250.00 52,500.00 4,200.00 182.00 273,132.00 190,000.00 190,000.00 83,132.00 26,250.00 52,500.00 4,200.00 182.00 191,848.30 125,158.30 125,158.30 66,690.00 30,000.00 36,000.00 480.00 210.00 36,017.50 29,600.00 20,900.00 150.00 8,550.00 6,417.50 2,500.00 3,500.00 400.00 17.50 25,017.50 18,600.00 9,900.00 150.00 8,550.00 6,417.50 2,500.00 3,500.00 400.00 17.50 19,307.08 6,472.08 6,050.00 150.00 272.08
6.6 6.6.1
250,000.00
6.6.2
25,000.00 35,000.00 40,000.00 35,000.00
6.8 6.8.1
145,000.00
6.8.2
25,000.00 35,000.00 40,000.00 35,000.00
6.9 6.9.1
190,000.00
6.9.2
25,000.00 35,000.00 40,000.00 35,000.00
6.12 6.12.1
10,883.33
6.12.2
25,000.00 30,000.00 40,000.00 35,000.00
6.13 6.13.1
19,000.00 7,500.00 4,750,000.00
6.13.2
25,000.00 35,000.00 40,000.00 35,000.00
6.14 6.14.1
9,000.00 7,500.00 4,750,000.00
6.14.2
25,000.00 35,000.00 40,000.00 35,000.00
6.17 6.17.1
5,500.00 7,500.00 10,883.33
6.17.2 0.200 0.200 0.020 0.001 6.18 6.18.1 OH OH OH OH
Tenaga Pekerja Tukang kayu kepala tukang Mandor
25,000.00 35,000.00 40,000.00 35,000.00
12,835.00 5,000.00 7,000.00 800.00 35.00 78,506.25 59,712.50 7,000.00 112.50 45,600.00 7,000.00 18,793.75 3,750.00 14,000.00 1,000.00 43.75 117,156.25 101,112.50 7,000.00 112.50 90,250.00 3,750.00 16,043.75 1,000.00 14,000.00 1,000.00 43.75 114,993.75 101,450.00 4,200.00 750.00 90,250.00 6,250.00 13,543.75 3,750.00 8,750.00 1,000.00 43.75
1 m' Pasang Talang Datar, Seng BJLS 28 Bahan 0.500 lbr Seng plat 3" x 6" BJLS 28 0.015 kg Paku biasa 1/2" - 1" 0.0096 m3 Kayu kamfer, papan 0.250 kg Flincote / meni besi Tenaga 0.150 OH Pekerja 0.400 OH Tukang kayu 0.025 OH kepala tukang 0.00125 OH Mandor 1 m' Pasang Talang Miring, Seng BJLS 28 Bahan 0.500 lbr Seng plat 3" x 6" BJLS 28 0.015 kg Paku biasa 1/2" - 1" 0.0190 m3 Kayu kamfer, papan 0.300 kg Flincote / meni besi Tenaga 0.040 OH Pekerja 0.400 OH Tukang kayu 0.025 OH kepala tukang 0.00125 OH Mandor 1 m' Pasang Talang 1/2 lingkaran D10 cm, seng BJLS 28 Bahan 0.300 lbr Seng plat 3" x 6" BJLS 28 0.100 kg Paku biasa 1/2" - 1" 0.0190 m3 Kayu kamfer, papan 0.500 kg Flincote / meni besi Tenaga 0.150 OH Pekerja 0.250 OH Tukang kayu 0.025 OH kepala tukang 0.00125 OH Mandor PEKERJAAN KUNCI DAN KACA 1 bh Pasang Kunci Tanam biasa Bahan 1.000 bh Kunci Tanam biasa Tenaga Pekerja Tukang Kayu Kepala tukang Mandor
14,000.00 7,500.00 4,750,000.00 28,000.00
6.18.2
25,000.00 35,000.00 40,000.00 35,000.00
6.19 6.19.1
14,000.00 7,500.00 4,750,000.00 12,500.00
6.19.2
25,000.00 35,000.00 40,000.00 35,000.00
6.20 6.20.1
14,000.00 7,500.00 4,750,000.00 12,500.00
6.20.2
25,000.00 35,000.00 40,000.00 35,000.00
10 03-3436-2002 6.2 6.2.1
30,000.00
48,325.00 30,000.00 30,000.00 18,325.00 250.00 17,500.00 400.00 175.00 52,912.50 35,000.00 35,000.00 17,912.50 125.00 17,500.00 200.00 87.50 52,912.50 35,000.00 35,000.00 17,912.50 125.00 17,500.00 200.00 87.50
6.2.2 0.010 0.500 0.010 0.005 6.3 6.3.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
1 bh Pasang Kunci Tanam kamar Mandi Bahan 1.000 bh Kunci Tanam kamar mandi Tenaga 0.005 OH Pekerja 0.500 OH Tukang Kayu 0.005 OH Kepala tukang 0.0025 OH Mandor 1 bh Pasang Kunci Selinder Bahan 1.000 bh Kunci Selinder Tenaga 0.005 OH Pekerja 0.500 OH Tukang Kayu 0.005 OH Kepala tukang 0.0025 OH Mandor
35,000.00
6.3.2
25,000.00 35,000.00 40,000.00 35,000.00
6.4 6.4.1
35,000.00
6.4.2
25,000.00 35,000.00 40,000.00 35,000.00
6.5 6.5.1
1 bh Pasang Engsel Pintu Bahan 1.000 bh Engsel Pintu Tenaga 0.015 OH Pekerja 0.150 OH Tukang Kayu 0.015 OH Kepala tukang 0.00075 OH Mandor 1 bh Pasang Engsel Jendela Kupu-kupu Bahan 1.000 bh Engsel jendela Tenaga Pekerja Tukang Kayu Kepala tukang Mandor
6,000.00
12,251.25 6,000.00 6,000.00 6,251.25 375.00 5,250.00 600.00 26.25 6,825.00 2,500.00 2,500.00 4,325.00 250.00 3,500.00 400.00 175.00 23,650.00 15,000.00 15,000.00 8,650.00 500.00 7,000.00 800.00 350.00 8,251.25 2,000.00 2,000.00 6,251.25 375.00 5,250.00 600.00 26.25 28,337.50 7,500.00 7,500.00 20,837.50 1,250.00 17,500.00 2,000.00 87.50 11,835.00 3,500.00 3,500.00 8,335.00 500.00 7,000.00 800.00 35.00 11,667.50 7,500.00 7,500.00 4,167.50 250.00 3,500.00 400.00 17.50
6.5.2
25,000.00 35,000.00 40,000.00 35,000.00
6.6 6.6.1
2,500.00
6.6.2 0.010 0.100 0.010 0.005 6.7 6.7.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
1 bh Pasang Engsel Angin Bahan 1.000 bh Engsel Angin Tenaga Pekerja Tukang Kayu Kepala tukang Mandor
15,000.00
6.7.2 0.020 0.200 0.020 0.010 6.9 6.9.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
1 bh Pasang Kait Angin Bahan 1.000 bh kait Angin Tenaga 0.015 OH Pekerja 0.150 OH Tukang Kayu 0.015 OH Kepala tukang 0.00075 OH Mandor 1 bh Pasang Door Closer Bahan 1.000 bh Door Closer Tenaga 0.050 OH Pekerja 0.500 OH Tukang Kayu 0.050 OH Kepala tukang 0.0025 OH Mandor 1 bh Pasang Kunci Selot Bahan 1.000 bh kunci Selot Tenaga Pekerja Tukang Kayu Kepala tukang Mandor
2,000.00
6.9.2
25,000.00 35,000.00 40,000.00 35,000.00
6.10 6.10.1
7,500.00
6.10.2
25,000.00 35,000.00 40,000.00 35,000.00
6.11 6.11.1
3,500.00
6.11.2 0.020 0.200 0.020 0.001 6.13 6.13.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
1 bh Pasang Door Stop Bahan 1.000 bh Door Stop Tenaga 0.010 OH Pekerja 0.100 OH Tukang Kayu 0.010 OH Kepala tukang 0.0005 OH Mandor
7,500.00
6.13.2
25,000.00 35,000.00 40,000.00 35,000.00
6.14 6.14.1
1 bh Pasang Rel Pintu Dorong Bahan 1.000 bh Rel pintu Dorong Tenaga Pekerja Tukang Kayu Kepala tukang Mandor
15,000.00
40,005.00 15,000.00 15,000.00 25,005.00 1,500.00 21,000.00 2,400.00 105.00 13,918.75 3,500.00 3,500.00 10,418.75 625.00 8,750.00 1,000.00 43.75 50,251.25 44,000.00 44,000.00 6,251.25 375.00 5,250.00 600.00 26.25 61,251.25 55,000.00 55,000.00 6,251.25 375.00 5,250.00 600.00 26.25 88,751.25 82,500.00 82,500.00 6,251.25 375.00 5,250.00 600.00 26.25
6.14.2 0.060 0.600 0.060 0.003 6.15 6.15.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
1 bh Pasang Kunci Lemari Bahan 1.000 bh Kunci Lemari Tenaga 0.025 OH Pekerja 0.250 OH Tukang Kayu 0.025 OH Kepala tukang 0.00125 OH Mandor 1 m2 Pasang Kaca Tebal 3 mm Bahan 1.100 m2 Kaca tebal 3 mm Tenaga 0.015 OH Pekerja 0.150 OH Tukang Kayu 0.015 OH Kepala tukang 0.00075 OH Mandor 1 m2 Pasang Kaca Tebal 5 mm Bahan 1.100 m2 Kaca tebal 5 mm Tenaga 0.015 OH Pekerja 0.150 OH Tukang Kayu 0.015 OH Kepala tukang 0.00075 OH Mandor 1 m2 Pasang Kaca cermin Tebal 5 mm Bahan 1.100 m2 Kaca cermin Tenaga 0.015 OH Pekerja 0.150 OH Tukang Kayu 0.015 OH Kepala tukang 0.00075 OH Mandor PEKERJAAN PENUTUP LANTAI DAN DINDING Pasang Lantai Ubin PC Abu-abu Uk. 20 x 20 cm Bahan 26.500 bh Ubin abu-abu 20 x 20 cm 10.400 kg Portland Cement 0.0135 m3 Pasir pasang Tenaga 0.270 OH Pekerja 0.130 OH Tukang batu 0.013 OH Kepala tukang 0.0135 OH Mandor 1 m2 6.930 bh 9.800 kg 0.0215 m3 1.300 kg Pasang Lantai Ubin Granito Uk. 40 x 40 cm Bahan Ubin granito 40 x 40 cm Portland Cement Pasir pasang Semen warna 1 m2
3,500.00
6.15.2
25,000.00 35,000.00 40,000.00 35,000.00
6.16 6.16.1
40,000.00
6.16.2
25,000.00 35,000.00 40,000.00 35,000.00
6.17 6.17.1
50,000.00
6.17.2
25,000.00 35,000.00 40,000.00 35,000.00
6.20 6.20.1
75,000.00
6.20.2
25,000.00 35,000.00 40,000.00 35,000.00
10 03-3436-2002 6.3 6.3.1
720.00 675.00 90,000.00
39,607.50 27,315.00 19,080.00 7,020.00 1,215.00 12,292.50 6,750.00 4,550.00 520.00 472.50 1,306,517.50 1,295,150.00 1,282,050.00 6,615.00 1,935.00 4,550.00 11,367.50 6,250.00 4,200.00 480.00 437.50
6.3.2
25,000.00 35,000.00 40,000.00 35,000.00
6.9 6.9.1
185,000.00 675.00 90,000.00 3,500.00
6.9.2
Tenaga 0.250 OH Pekerja 0.120 OH Tukang batu 0.012 OH Kepala tukang 0.0125 OH Mandor
25,000.00 35,000.00 40,000.00 35,000.00
6.19 6.19.1
1 m' 5.300 bh 1.200 kg 0.0030 m3 0.190 kg
Pasang Plint Ubin PC Warna Uk. 10 x 20 cm Bahan Plint ubin PC Warna 10 x 20 cm Portland Cement Pasir pasang Semen warna Tenaga Pekerja Tukang batu Kepala tukang Mandor Pasang Lantai Keramik 20 x 20 cm Bahan Ubin keramik 20 x 20 Portland Cement Pasir pasang Semen warna Tenaga Pekerja Tukang batu Kepala tukang Mandor Pasang Lantai Keramik 30 x 30 cm Bahan Ubin keramik 30 x 30 Portland Cement Pasir pasang Semen warna Tenaga Pekerja Tukang batu Kepala tukang Mandor
5,000.00 675.00 90,000.00 3,500.00
31,020.00 28,245.00 26,500.00 810.00 270.00 665.00 2,775.00 1,500.00 1,050.00 120.00 105.00 78,911.50 48,711.50 32,000.00 7,681.50 3,780.00 5,250.00 30,200.00 15,500.00 12,250.00 1,400.00 1,050.00 80,244.80 50,044.80 33,333.30 7,681.50 3,780.00 5,250.00 30,200.00 15,500.00 12,250.00 1,400.00 1,050.00 167,837.50 136,800.00 126,000.00 10,800.00 31,037.50 16,250.00 12,250.00 1,400.00 1,137.50 76,747.50 43,147.50 30,000.00 6,277.50 1,620.00 5,250.00 33,600.00 15,000.00 15,750.00 1,800.00 1,050.00 69,747.50 36,147.50 23,000.00 6,277.50 1,620.00 5,250.00 33,600.00 15,000.00 15,750.00 1,800.00 1,050.00
6.19.2 0.060 0.030 0.003 0.003 6.44 6.44.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
1 m225.000 bh 11.380 kg 0.0420 m3
1.500 kg 6.44.2 0.620 0.350 0.035 0.030 6.47 6.47.1 OH OH OH OH
1,280.00 675.00 90,000.00 3,500.00
25,000.00 35,000.00 40,000.00 35,000.00
1 m210.000 11.380
bh kg 0.042 m3 1.500 kg
3,333.33 675.00 90,000.00 3,500.00
6.47.2 0.620 0.350 0.035 0.030 6.56 6.56.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
Pasang Lantai Parquet Jati Bahan 1.050 m2 Parket jati 0.600 kg Lem Vynil Tenaga 0.650 OH Pekerja 0.350 OH Tukang batu 0.035 OH Kepala tukang 0.0325 OH Mandor 1 m250.000
1 m2
120,000.00 18,000.00
6.56.2
25,000.00 35,000.00 40,000.00 35,000.00
6.66 6.66.1
bh 9.300 kg 0.018 m3 1.500 kg
Pasang Dinding Keramik 10 x 20 cm Bahan keramik dinding 10 x 20 Portland Cement Pasir pasang Semen warna Tenaga Pekerja Tukang batu Kepala tukang Mandor Pasang Dinding Keramik 20 x 20 cm Bahan keramik dinding 20 x 20 Portland Cement Pasir pasang Semen warna Tenaga Pekerja Tukang batu Kepala tukang Mandor
600.00 675.00 90,000.00 3,500.00
6.66.2 0.600 0.450 0.045 0.030 6.68 6.68.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
1 m225.000
bh 9.300 kg 0.018 m3 1.500 kg
920.00 675.00 90,000.00 3,500.00
6.68.2 0.600 0.450 0.045 0.030 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
6.73 6.73.1
Pasang Dinding Batu Paros Bahan 1.050 m2 Batu paros 11.750 kg Portland Cement 0.035 m3 Pasir pasang Tenaga Pekerja Tukang batu Kepala tukang Mandor PEKERJAAN PENGECATAN Mengikis / Mengerok Permukaan Cat Tembok Lama Bahan 0.050 kg Soda Api Tenaga 0.150 OH Pekerja 0.0025 OH Mandor Mencuci bidang permukaan tembok yang pernah dicat Bahan 0.050 kg sabun Tenaga 0.150 OH Pekerja 0.0025 OH Mandor 1 m2 1 m2 1 m2
1 m2
65,000.00 90,000.00 675.00
1,155,973.63 1,125,773.63 68,250.00 1,057,500.00 23.63 30,200.00 15,500.00 12,250.00 1,400.00 1,050.00
6.73.2 0.620 0.350 0.035 0.030 10 03-3436-2002 6.1 6.1.1 OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
12,000.00
4,437.50 600.00 600.00 3,837.50 3,750.00 87.50 4,287.50 450.00 450.00 3,837.50 3,750.00 87.50 4,287.50 450.00 450.00 3,837.50 3,750.00 87.50 4,287.50 450.00 450.00 3,837.50 3,750.00 87.50 3,647.50 1,120.00 800.00 120.00 200.00 2,527.50 1,000.00 1,280.00 160.00 87.50 12,412.50 7,875.00 1,500.00 2,125.00 4,250.00 4,537.50 1,750.00 2,400.00 300.00 87.50 14,990.50 12,625.00 2,500.00 1,500.00 2,125.00 6,500.00
6.1.2
25,000.00 35,000.00
6.2 6.2.1
9,000.00
6.2.2
25,000.00 35,000.00
6.3 6.3.1
Mengerok karat cat lama permukaan baja dengan cara manual Bahan 0.050 kg sabun 9,000.00 Tenaga 0.150 OH Pekerja 0.0025 OH Mandor Menyabun Permukaan tembok lama Bahan 0.050 kg sabun Tenaga 0.150 OH Pekerja 0.0025 OH Mandor Mendempul dan menggosok kayu Bahan 0.080 kg Dempul jadi 0.020 kg Minyak cat 0.100 lbr Amplas Tenaga 0.040 OH Pekerja 0.040 OH Tukang Cat 0.004 OH Kepala tukang 0.0025 OH Mandor Pengecatan bidang lama Bahan 0.150 kg Plamir 0.170 kg Cat dasar 0.170 kg Cat penutup Tenaga 0.070 OH Pekerja 0.075 OH Tukang Cat 0.0075 OH Kepala tukang 0.0025 OH Mandor 1 m2 Pengecatan bidang kayu baru (1 lap.plamir) 1 lap.cat dasar & 2 lap.cat penutup Bahan Cat meni plamir kayu cat dasar cat penutup 2 kali 1 m2 1 m2 1 m2
6.3.2
25,000.00 35,000.00
6.4 6.4.1
9,000.00
6.4.2
25,000.00 35,000.00
6.6 6.6.1
10,000.00 6,000.00 2,000.00
6.6.2
25,000.00 32,000.00 40,000.00 35,000.00
6.7 6.7.1
10,000.00 12,500.00 25,000.00
6.7.2
25,000.00 32,000.00 40,000.00 35,000.00
6.8 6.8.1
0.200 0.150 0.170 0.260
kg kg kg kg
12,500.00 10,000.00 12,500.00 25,000.00
6.8.2
Tenaga 0.070 OH Pekerja 0.009 OH Tukang Cat 0.006 OH Kepala tukang 0.0025 OH Mandor 1 m2 Pengecatan bidang kayu baru (1 lap.plamir) 1 lap.cat dasar & 3 lap.cat penutup Bahan Cat meni plamir kayu cat dasar cat penutup 2 kali
25,000.00 32,000.00 40,000.00 35,000.00
2,365.50 1,750.00 288.00 240.00 87.50 20,232.50 14,875.00 2,500.00 1,500.00 2,125.00 8,750.00 5,357.50 1,750.00 3,360.00 160.00 87.50 12,463.50 6,840.00 6,840.00 5,623.50 1,000.00 2,016.00 2,520.00 87.50 18,315.50 13,918.00 2,850.00 7,068.00 4,000.00 4,397.50 1,750.00 1,920.00 640.00 87.50 3,541.25 831.25 831.25 2,710.00 2,500.00 210.00 13,412.50 3,565.00 2,850.00 500.00 200.00 15.00 9,847.50 4,000.00 5,120.00 640.00 87.50 16,915.50 14,060.00 850.00 600.00 12,610.00 2,855.50 500.00 2,016.00 252.00 87.50
6.9 6.9.1
0.200 0.150 0.170 0.350 6.9.2
kg kg kg kg
12,500.00 10,000.00 12,500.00 25,000.00
Tenaga 0.070 OH Pekerja 0.105 OH Tukang Cat 0.004 OH Kepala tukang 0.0025 OH Mandor 1 m2 0.360 Pelaburan Bidang kayu dengan teak Oil Bahan ltr Teak Oil
25,000.00 32,000.00 40,000.00 35,000.00
6.10 6.10.1
19,000.00
6.10.2
Tenaga 0.040 OH Pekerja 0.063 OH Tukang Cat 0.063 OH Kepala tukang 0.0025 OH Mandor Pelaburan bidang kayu dengan politur Bahan 0.150 ltr politur 0.372 ltr Politur jadi 2.000 lbr Ampelas Tenaga 0.070 OH Pekerja 0.060 OH Tukang Cat 0.016 OH Kepala tukang 0.0025 OH Mandor 1 m2 0.350 Pelaburan bidang kayu dengan cat residu dan ter Bahan ltr Residu atau ter 1 m2
25,000.00 32,000.00 40,000.00 35,000.00
6.11 6.11.1
19,000.00 19,000.00 2,000.00
6.11.2
25,000.00 32,000.00 40,000.00 35,000.00
6.12 6.12.1
2,375.00
6.12.2
Tenaga 0.100 OH Pekerja 0.006 OH Mandor 1 m2 0.150 ltr 0.050 kg 0.100 lbr 0.010 bh Pelaburan bidang kayu dengan vernis Bahan vernis Dempul Ampelas Kuas
25,000.00 35,000.00
6.13 6.13.1
19,000.00 10,000.00 2,000.00 1,500.00
6.13.2
Tenaga 0.160 OH Pekerja 0.160 OH Tukang Cat 0.016 OH Kepala tukang 0.0025 OH Mandor 1 m2
25,000.00 32,000.00 40,000.00 35,000.00
Pengecat tembok baru (1 lap.plamir, 1 lap.cat dasar & 2 lap.cat penutup) 6.14.1 Bahan 0.100 kg plamir tembok 0.100 kg cat dasar 0.260 kg cat penutup 2 kali 6.14.2 Tenaga 0.020 OH Pekerja 0.063 OH Tukang Cat 0.0063 OH Kepala tukang 0.0025 OH Mandor
6.14
8,500.00 6,000.00 48,500.00
25,000.00 32,000.00 40,000.00 35,000.00
6.15 6.15.1
Pengecat tembok lama (1 lap.plamir, 2 lap. Cat penutup) Bahan 0.100 kg cat dasar 0.180 kg cat penutup 2 kali Tenaga 0.028 OH Pekerja 0.042 OH Tukang Cat 0.0042 OH Kepala tukang 0.0025 OH Mandor Pengecat permukaan baja dengan meni besi Bahan 0.100 kg meni besi 0.010 kg Perekat / lem Tenaga 0.020 OH Pekerja 0.200 OH Tukang Cat 0.0020 OH Kepala tukang 0.0100 OH Mandor 1 m2 1 m2
1 m2
6,000.00 48,500.00
11,629.50 9,330.00 600.00 8,730.00 2,299.50 700.00 1,344.00 168.00 87.50 8,755.00 1,425.00 1,250.00 175.00 7,330.00 500.00 6,400.00 80.00 350.00 17,037.50 2,425.00 1,250.00 175.00 1,000.00 14,612.50 6,250.00 7,200.00 900.00 262.50 62,880.00 5,780.00 1,375.00 2,125.00 2,280.00 57,100.00 12,500.00 25,600.00 12,000.00 7,000.00
6.15.2
25,000.00 32,000.00 40,000.00 35,000.00
6.20 6.20.1
12,500.00 17,500.00
6.20.2
25,000.00 32,000.00 40,000.00 35,000.00
6.21 6.21.1
Pengecat permukaan baja dengan meni besi dan perancah Bahan 0.100 kg meni besi 12,500.00 0.010 kg Perekat / lem 17,500.00 0.002 m3 Perancah kayu 500,000.00 Tenaga 0.250 OH Pekerja 0.225 OH Tukang Cat 0.0225 OH Kepala tukang 0.0075 OH Mandor 1 m2
6.21.2
25,000.00 32,000.00 40,000.00 35,000.00
Pengecat permukaan baja lapis seng (Galvanis) Secara manual sistem 3 lapis. Cat konvensional dg tebal 200 m 6.24.1 Bahan 0.110 kg Cat dasar 0.170 kg Cat antara 0.080 kg Cat penutup 6.24.2 Tenaga 0.500 OH Pekerja 0.800 OH Tukang Cat 0.3000 OH Kepala tukang 0.2000 OH Mandor
6.24
12,500.00 12,500.00 28,500.00
25,000.00 32,000.00 40,000.00 35,000.00
ANALISA HASIL PERHITUNGAN SENDIRI 1 Unit Pekerjaan Septictank (ST-1) Bahan 5.8685 m3 Galian tanah 0.3990 m3 Urugan pasir 0.5985 m3 Anstamping 17.95 m2 Pas. Bata merah 1:3 tebal 1/2 bata 17.95 m2 Plesteran 1:3 0.572 m3 Cor beton campuran 1:2:3 33.80 kg Berat besi tulangan 1 set Pipa + Asesoris 1 bh Handle bak kontrol 1 Unit Pekerjaan Septictank Sederhana Burput (ST-2) Bahan 4 m' Pengadaan buis beton 70 cm + pasang 0.0785 m3 Urugan pasir 0.0393 m3 Rabat beton 1:3:5 12.56 m2 Plesteran 1:3 0.1539 m3 Cor beton campuran 1:2:3 33.80 kg Berat besi tulangan 1 set Pipa + Asesoris 1 bh Handle bak kontrol 1,827,224.78 10,400.00 79,100.00 190,125.00 38,924.75 16,784.00 362,275.00 6,853.50 180,000.00 2,000.00 61,032.40 31,560.90 113,789.81 698,699.26 301,272.80 207,221.30 231,648.30 180,000.00 2,000.00 956,656.22 64,000.00 79,100.00 362,275.00 16,784.00 362,275.00 6,853.50 180,000.00 2,000.00 256,000.00 6,209.35 14,237.41 210,807.04 55,754.12 231,648.30 180,000.00 2,000.00
1 m2 Pasang paving abu-abu / warna tanpa speci Bahan 1.00 m2 Paving 0.10 m3 Pasir pasang Tenaga Pekerja Mandor Kepala Tukang Tukang batu
30,000.00 90,000.00
51,200.00 39,000.00 30,000.00 9,000.00 12,200.00 10,000.00 700.00 800.00 700.00 91,965.87 23,262.00 312.00 450.00 22,500.00 68,703.87 7,500.00 43,101.94 18,101.94 2,101.94 16,000.00 25,000.00 25,000.00 53,101.94 28,101.94 2,101.94 26,000.00 25,000.00 25,000.00 171,392.50 171,392.50 166,675.00 1,155.00 3,562.50 3,562.50 3,125.00 437.50
0.40 0.02 0.02 0.02
OH OH OH OH
25,000.00 35,000.00 40,000.00 35,000.00
1 m' Pasangan Kansteen Beton Bahan 0.03 m3 Galian tanah 0.0075 m3 Pasir urug 1.00 m' Kansteen beton Tenaga 0.30 OH Pekerja 1 m' Pasangan Got U-20 Bahan 0.0060 m3 Pasangan Bata 1:3 1.000 m3 Got U-20 Tenaga 1.00 OH Pekerja 1 m' Pasangan Got U-30 Bahan 0.0060 m3 Pasangan Bata 1:3 1.000 m3 Got U-30 Tenaga 1.00 OH Pekerja 1 m3 Bongkaran beton bertulang / dinding batu bata Tenaga 6.667 OH Pekerja 0.033 OH Mandor 1 m2 Membongkar plesteran dinding Tenaga 0.125 OH Pekerja 0.0125 OH Mandor
10,400.00 60,000.00 22,500.00
25,000.00
350,322.75 16,000.00
25,000.00
350,322.75 26,000.00
25,000.00
25,000.00 35,000.00
25,000.00 35,000.00
DAFTAR UPAH PEKERJA
No 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
Jenis Upah Pekerja Mandor Tukang Listrik Tukang Kayu Kepala Tukang kayu Tukang Batu Kepala Tukang Batu Tukang besi Kepala tukang besi Tukang Cat Kepala Tukang Cat Tukang Plitur Tukang Jalan Tukang gali Tukang Ledeng Kepala Tukang Ledeng Tukang Las Kepala Tukang Las
Satuan Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari
Harga Satuan Rp 25,000.00 35,000.00 35,000.00 35,000.00 40,000.00 35,000.00 40,000.00 35,000.00 40,000.00 32,000.00 40,000.00 32,500.00 30,000.00 22,500.00 30,000.00 40,000.00 30,000.00 40,000.00
DAFTAR HARGA BAHAN
No 1
Bahan Batu kali Bulat utuh Bulat belah Pecah 10/15 Pecah 5/7 Pecah 3/5 Kerikil Timbun Sawur / koral Beton 0.5/1 Beton 1/2 Beton 2/3 Biasa tras giling Batu Bata Pasir urug Pasir pasang Pasir beton Tanah padas Tanah liat Kapur pasang Kapur semen merah Portland cement Holcim 40 kg Holcim 50 kg Cibinong 40 kg Cibinong 50 kg Semen putih 40 kg Semen putih 50 kg Semen warna Sirap (100 lbr) Genteng beton Genteng beton warna standard Genteng beton warna spesial Genteng beton warna khusus Kerpus beton warna standard Kerpus beton warna spesial Kerpus beton warna khusus Genteng tanah liat Vlaam Kodok Kodok glasur Nok kerpus kodok Nok kerpus kodok glasur Plentong super besar Nok kerpus plentong super Genteng kaca
Satuan m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 bh m3 m3 m3 m3 m3 m3 m3 kg kg kg kg kg kg kg pak bh bh bh bh bh bh bh bh bh bh bh bh bh
Harga Satuan Rp 110,000.00 115,000.00 125,000.00 145,000.00 150,000.00 65,000.00 80,000.00 180,000.00 160,000.00 140,000.00 120,000.00 200,000.00 225.00 60,000.00 90,000.00 120,000.00 55,000.00 40,000.00 115,000.00 95,000.00 750.00 660.00 687.50 686.00 1,125.00 1,100.00 3,500.00 135,000.00 2,000.00 2,400.00 2,900.00 2,500.00 3,500.00 4,900.00 770.00 800.00 1,800.00 1,550.00 2,500.00 2,600.00 4,000.00 30000 33000
2
3 4
5 6 7
8 9
10
11
12
13
14
15
16
17
18
19
20 21
Vlaam tebal 2mm Vlaam tebal 3mm Kodok tebal 2mm Kodok tebal 3mm Asbes Gelombang besar 200 cm x 102 cm x 5 mm 250 cm x 102 cm x 5 mm 225 cm x 102 cm x 5 mm 200 cm x 102 cm x 6 mm 225 cm x 102 cm x 6 mm 250 cm x 102 cm x 6 mm Asbes Gelombang kecil 150 cm x 105 cm x 4 mm 180 cm x 105 cm x 4 mm 210 cm x 105 cm x 4 mm 240 cm x 105 cm x 4 mm 270 cm x 105 cm x 4 mm 300 cm x 105 cm x 4 mm Asbes Plat 100 cm x 100 cm x 3 mm 100 cm x 100 cm x 4 mm 50 cm x 200 cm x 3 mm 40 cm x 200 cm x 3 mm Jabes Nok kerpus genteng stel besar paten besar Nokstel gelombang harflex stel besar paten besar plat besar Fibre glass (Jabes) 180 x 92 cm 200 x 92 cm 250 x 92 cm 180 x 105 cm 200 x 105cm 250 x 105 cm Seng Plat BJLS 0,18 lebar 55 cm BJLS 0,20 lebar 55 cm BJLS 0,28 lebar 55 cm BJLS 0,30 lebar 55 cm Seng Gelombang BJLS 0,18 lebar 180 cm BJLS 0,20 lebar 180 cm BJLS 0,30 lebar 180 cm BJLS 0,40 lebar 180 cm Kayu Jati papan Kayu jati balok / pesagen Kayu kamper papan Kayu kamper balok / pesagen
bh bh bh bh bh bh bh bh bh bh bh bh bh bh bh bh bh bh bh bh bh bh bh bh bh bh bh bh bh bh bh bh m' m' m' m' lbr lbr lbr lbr m3 m3
3,500.00 4,500.00 4,000.00 4,500.00 52,000.00 68,000.00 56,250.00 61,500.00 67,500.00 72,250.00 25,000.00 30,000.00 35,000.00 40,000.00 58,500.00 49,000.00 10,000.00 14,250.00 10,000.00 8,000.00 17,000.00 39,750.00 35,800.00 41,500.00 17,300.00 49,000.00 27,000.00 31,000.00 38,000.00 30,000.00 35,000.00 43,750.00 11,000.00 12,500.00 14,000.00 16,500.00 22,000.00 27,000.00 39,000.00 51,000.00 12,000,000.00 9,500,000.00
22 23 24
Kayu kruing papan Kayu kruing balok / pesagen Kayu meranti papan Kayu meranti balok / pesagen Kayu Lanan papan Kayu Lanan Balok / Pesagen
DAFTAR HARGA BAHAN No 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 Bahan Kayu Dolken diameter 8 - 10 / 400 cm Portland Cement Seng Gelombang 3" - 5 " Pasir Beton Koral Beton Kayu 5/7 x 4 m kayu kruing Paku Biasa 2" - 5" (1/2" - 1") Meni besi Kayu papan 3/20 Kruing Kayu kamper Besi strip Pasir pasang Batu bata merah Seng plat jendela Naco Kaca Polos Kunci tanam khusus Engsel Plywood 4 mm Bambu Diameter 6 - 8 / 600 cm Tali ijuk Pasir urug Kapur padam Tanah liat Ijuk Sirtu Batu belah 15/20 Kapur pasang Besi beton Kawat Beton kayu kaso 5/7 minyak bekesting Plamur Tembok kayu jati balok kayu kamper papan kayu jati papan lem kayu Plywood 4" x 3" x 4mm teakwood 4" x 8 " x 4 mm Formika 4" x 3" (untuk pintu) kayu kamfer balok Paku sekrup 3,5" Besi presstred polos besi jaring kawat baja kayu terentang balok kayu plywood tebal 9 mm Balok kayu borneo Satuan btg kg Lbr m3 m3 m3 kg kg m3 m3 kg m3 bh lbr bh m2 bh bh lbr btg kg m3 m3 m3 m3 m3 m3 m3 kg kg m3 ltr kg m3 m3 m3 ltr lbr lbr lbr m3 kg kg kg m3 m3 lbr m3 Harga Satuan Rp 12,000.00 675.00 39,000.00 120,000.00 120,000.00 58,800.00 7,500.00 12,500.00 4,200,000.00 750,000.00 9,200.00 90,000.00 200.00 11,000.00 5,500.00 40,000.00 35,000.00 2,500.00 64,000.00 7,000.00 5,000.00 60,000.00 115,000.00 40,000.00 125,000.00 80,000.00 115,000.00 115,000.00 6,000.00 7,500.00 24,500.00 18,000.00 8,500.00 9,500,000.00 4,750,000.00 12,000,000.00 18,000.00 64,000.00 64,000.00 42,000.00 4,500,000.00 14,000.00 14,000.00 13,000.00 500,000.00 4,200,000.00 136,000.00 750,000.00
49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100
Formite/penjaga jarak/spacer (alat bantu) Kayu albasia Genteng plentong Genteng kodok / glasur Genteng plentong super / besar Genteng bubung plentong Genteng bubung kodok / glasur Genteng bubung plentong besar Paku pancing 60 x 230 Asbes Gelombang Genteng beton standard Genteng sirap Nok genteng beton Semen warna seng plat 3" x 6" BJLS 28 kayu kamfer papan tebal 6 cm Allumunium foil / Sisalation Plat asbes tebal 6 mm Akustik Uk. 30 x 30 cm Plywood 4" x 8" x 4 mm dan 6 mm Softboard 4" x 8" x 4 mm list kayu profil Asbes 1 x 1 m untuk plafond gypsumboard Klosed duduk / mono blok Klosed Jongkok Urinoir wastafel meja oval Porselen 11 x 11 cm Semen nat Pipa beton D15 - 20 cm Pipa beton D30 - 100 cm pipa galvanis D3/4" pipa galvanis D3" pipa galvanis D4" pipa PVC D1/2" pipa PVC D2" pipa PVC D3" Bak cuci stainles steel Water drain dan Assesoris kran air 1/2" dan 3/4" Seal tape Floor drain Besi Profil WF Pintu besi baja Pintu lipat besi Roll Door pintu alumunium besi strip 2 x 3 Kawat harmonika Kawat nyamuk nylon Flincote / meni besi
bh m3 bh bh bh bh bh bh kg lbr bh lbr bh kg lbr m3 m2 lbr lbr lbr m3 m lbr lbr bh bh bh bh bh kg bh bh m' m' m' m' m' m' bh set bh set bh kg m2 m2 m2 m2 m' m2 m2 kg
5,000.00 500,000.00 800.00 1,800.00 2,600.00 1,550.00 2,500.00 4,000.00 11,000.00 56,250.00 2,000.00 1,350.00 2,500.00 3,500.00 14,000.00 114,000.00 4,500.00 90,000.00 3,000.00 64,000.00 90,000.00 3,700.00 10,000.00 45,000.00 270,000.00 80,000.00 275,000.00 400,000.00 191.92 3,500.00 16,000.00 26,000.00 26,000.00 35,500.00 54,166.67 3,875.00 9,166.67 20,000.00 130,000.00 130,000.00 6,000.00 600.00 5,000.00 5,500.00 250,000.00 250,000.00 145,000.00 190,000.00 10,883.33 19,000.00 9,000.00 12,500.00
101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150
kunci tanam biasa Kunci Selinder Engsel Pintu Engsel jendela Engsel Angin kait Angin Door Closer kunci Selot Door Stop Rel pintu Dorong Kunci Lemari Kaca tebal 3 mm Kaca tebal 5 mm Kaca cermin Ubin abu-abu 20 x 20 cm Ubin granito 40 x 40 cm Plint ubin PC Warna 10 x 20 cm Ubin keramik 20 x 20 Ubin keramik 30 x 30 Parket jati Lem Vynil keramik dinding 10 x 20 keramik dinding 20 x 20 Batu paros Soda Api sabun Dempul jadi Minyak cat Amplas cat dasar besi Cat dasar kayu cat dasar tembok Cat penutup tembok Cat penutup kayu cat penutup besi Cat meni kayu plamir kayu Teak Oil politur Residu atau ter vernis Kuas Perekat / lem Perancah kayu Paving Kansteen beton Got U-20 Got U-30 Pipa + Asesoris Handle bak kontrol
bh bh bh bh bh bh bh bh bh bh bh m2 m2 m2 bh bh bh bh bh m2 kg bh bh m2 kg kg kg kg lbr kg kg kg kg kg kg kg kg ltr ltr ltr ltr bh kg m3 m2 m' m3 m3 set bh
30,000.00 35,000.00 6,000.00 2,500.00 15,000.00 2,000.00 7,500.00 3,500.00 7,500.00 15,000.00 3,500.00 40,000.00 50,000.00 75,000.00 720.00 185,000.00 5,000.00 1,280.00 3,333.33 120,000.00 18,000.00 600.00 920.00 65,000.00 12,000.00 9,000.00 10,000.00 6,000.00 2,000.00 12,500.00 12,500.00 6,000.00 48,500.00 25,000.00 28,500.00 12,500.00 10,000.00 19,000.00 19,000.00 2,375.00 19,000.00 1,500.00 17,500.00 500,000.00 30,000.00 22,500.00 16,000.00 26,000.00 180,000.00 2,000.00
NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
URAIAN PEKERJAAN
SATUAN
HARGA SATUAN (Rp)
48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70
NO. I.
URAIAN PEKERJAAN PEKERJAAN PERSIAPAN 1 Pembersihan Lapangan 2 Pengukuran dan Bowplank 3 Papan Nama Proyek 4 Barak Kerja Sub Total I PEKERJAAN TANAH DAN PONDASI 1 Galian Tanah Pondasi 2 Urugan Tanah Dipadatkan 3 Perataan dan Pemadatan Tanah 4 Urugan Pasir bawah Pondasi 5 Aanstamping 6 Pondasi Batu Belah 7 Urugan Tanah Kembali Pondasi Sub Total II PEK. BETON BERTULANG 1 Sloof 15/20 2 Kolom Praktis 15/15 3 Kolom Teras 4 Ring Balk & Ring Gunungan 15/20 5 Kuda-kuda Beton & Balok Latiu 15/20 6 Topi-topi Cor Beton Tebal 10 cm Sub Total III PEK. PASANG BATA/ PLESTERAN 1 Pasangan Trasram Batu Bata 1 : 4 2 Pasangan Batu Bata 1 : 6 3 Rollag Bata 4 Plesteran Trasram 1 : 4 5 Plesteran 1 : 6 6 Sponengan Sub Total IV PEK. KOSEN, DAUN PINTU & JENDELA 1 Pas. Kosen K. Bengkirai 6/15 2 Pas. Daun Pintu Panil K. Kamper 3 Pas. Daun Jendela Kaca 5 mm Rgk. K. Kanfer 4 Pas. Pintu PVC KM 5 Pas. Handel & Kunci Pintu Utama 6 Pas. Kunci Tanam Pintu Ruang 7 Pas. Grendel Tanam/Espangolet P. Utama 8 Pas. Engsel Pintu 9 Pas. Engsel Jendela 10 Pas. Grendel Jendela 11 Pas. Kait Angin Jendela Sub Total V PEKERJAAN ATAP 1 Nok, Gording dan Murplat 8/12 2 Pas. Usuk 5/7 dan Reng 2/3 Kruing 3 Pas. Papan Reuter 2/20 Kruing 4 Pas. Listplank 2/20 Bengkirai 5 Pas. Genteng Beton 6 Pas. Bubungan Genteng Beton Sub Total VI PEK. PAS. KERAMIK LANTAI & DINDING 1 Urugan Pasir Bawah Lantai
VOL
SAT
HARGA SATUAN ( Rp ) 2,000.00 8,500.00 400,000.00 100,000.00
JUMLAH HARGA ( Rp ) 252,000.00 416,500.00 384,000.00 1,200,000.00
TOTAL ( Rp )
126.00 49.00 0.96 12.00
m2 m' m2 m2
2,252,500.00 62.00 34.10 118.00 2.48 7.44 21.70 27.90 m3 m3 m2 m3 m3 m3 m3 11,400.00 19,715.00 8,000.00 0.00 0.00 0.00 5,465.00 706,800.00 672,281.50 944,000.00 0.00 0.00 0.00 152,473.50 2,475,555.00 1.69 1.58 0.63 2.59 2.54 0.45 m3 m3 m3 m3 m3 m3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.00 143.00 9.00 34.00 293.15 146.00 m2 m2 m' m2 m2 m' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.27 7.48 1.75 1.00 1.00 3.00 1.00 15.00 4.00 2.00 4.00 m3 m2 m2 bh unit bh bh bh bh bh bh 0.00 0.00 0.00 250,000.00 350,000.00 90,000.00 75,000.00 15,000.00 10,000.00 10,000.00 12,500.00 0.00 0.00 0.00 250,000.00 350,000.00 270,000.00 75,000.00 225,000.00 40,000.00 20,000.00 50,000.00 1,280,000.00 0.71 161.00 16.00 60.00 161.00 16.00 m3 m2 m' m' m2 m' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.10 m3 0.00 0.00
II.
III.
IV.
V.
VI.
VII.
VIII.
IX.
X.
XI.
XII.
Pas. Keramik Ruang Dalam 30/30 Putih Pas. Keramik 30/30 Motif Teras Dpn Pas. Plint Kaca Rayband 8/60 R. Dalam Pas. Keramik Lantai KM 20/20 Pas. Keramik Dinding KM 20/25 Pas. List Border Keramik 5/20 Dinding KM Sub Total VII PEK. PLAFOND & INSTALASI LISTRIK 1 Pas. Plafond Eternit 100x100 Rgk K. Mranti 2 Pas. List Plafond Kayu Profil 3 cm 3 Pas. Sambungan Listrik Baru 900 KVA 4 Instalasi Titik Lampu 5 Instalasi Titik Stop Kontak 6 Pas. Fuse Box dan MCB Group 7 Pas. Saklar Tunggal 8 Pas. Saklar Double 9 Pas. Stop Kontak 10 Pas. Lampu TL 20 W+ Armateur 11 Pas. Lampu SL 15 W Sub Total VIII PEKERJAAN SANITAIR 1 Pas. Closet Jongkok 2 Pas. Kran Air 3/4" 3 Floor Drain 4 Tempat Sabun / Shampo 5 Pas. Bak Mandi 60 x 60 Fiber Sub Total IX PEKERJAAN SALURAN AIR 1 Sal. Air Kotor Pipa PVC 3" 2 Sal. Air Kotor WC PVC 4" 3 Sal. Air Bersih Pipa PVC 3/4" 4 Septictank & Peresapan Sub Total X PEKERJAAN CAT 1 Cat Tembok Exterior 2 Cat Tembok Interior 3 Cat Plafond 4 Cat Kusen, Daun Pintu/Jendela 5 Cat Kayu Listplank Sub Total XI PEKERJAAN LAIN-LAIN 1 Pas. Glass Block 20/20 2 Kamprat Dinding 3 Pos Penjagaan 4 Meubeler ( 1 meja dan 2 kursi ) Sub Total XII Jumlah Total
2 3 4 5 6 7
75.00 6.00 57.00 2.00 11.00 5.70
m2 m2 m' m2 m2 m'
0.00 0.00 15,000.00 0.00 0.00 45,500.00
0.00 0.00 855,000.00 0.00 0.00 259,350.00 1,114,350.00
