RAB TIPE 36

DAFTAR ANALISA PEKERJAAN

NO SNI KODE KOEF SAT URAIAN PEKERJAAN JUMLAH

(Rp) (Rp)1 2 3 4 5 6 7

1 03-2835-2002 PEKERJAAN PERSIAPAN

6,2 1 m' 93,976.10 6.2.1 Bahan 75,476.10

1.25 btg Kayu Dolken diameter 8 - 10 / 400 cm 12,000.00 15,000.00 2.5 kg Portland Cement 675.00 1,687.50 1.2 Lbr Seng Gelombang 3" - 5 " 39,000.00 46,800.00

0.005 m3 Pasir Beton 120,000.00 600.00 0.009 m3 Koral Beton 120,000.00 1,080.00 0.072 m3 Kayu 5/7 x 4 m kayu kruing 58,800.00 4,233.60

0.06 kg Paku Biasa 2" - 5" 7,500.00 450.00 0.45 kg Meni besi 12,500.00 5,625.00

6.2.2 Tenaga 18,500.00 0.2 OH Tukang Kayu 35,000.00 7,000.00 0.4 OH Pekerja 25,000.00 10,000.00

0.02 OH Kepala Tukang 40,000.00 800.00 0.02 OH Mandor 35,000.00 700.00

6,4 1 m' Pengukuran dan Pemasangan Bouwplank 36,830.60 6.41 Bahan 30,255.60

0.012 m3 Kayu 5/7 x 4 m kayu kruing 58,800.00 705.60 0.02 kg Paku biasa 2" - 5" 7,500.00 150.00

0.007 m3 Kayu papan 3/20 Kruing 4,200,000.00 29,400.00

6.4.2 Tenaga 6,575.00 0.1 OH Tukang Kayu 35,000.00 3,500.00 0.1 OH Pekerja 25,000.00 2,500.00


6,5 1 m2 Pembuatan Kantor Sementara Dg Lantai Plesteran 435,160.00 6.5.1 Bahan 266,410.00

1.25 btg Kayu Dolken diameter 8 - 10 / 400 cm 12,000.00 15,000.00 0.18 m3 Kayu kamper 750,000.00 135,000.00 0.85 kg paku biasa 2" - 5" 7,500.00 6,375.00

1.1 kg Besi strip 9,200.00 10,120.00 35 kg Portland cement 675.00 23,625.00

0.15 m3 Pasir pasang 90,000.00 13,500.00 0.1 m3 pasir beton 120,000.00 12,000.00

0.15 m3 Koral beton 120,000.00 18,000.00 30 bh Batu bata merah 200.00 6,000.00

0.25 lbr Seng plat 11,000.00 2,750.00 2 bh jendela Naco 5,500.00 11,000.00

0.08 m2 Kaca Polos 40,000.00 3,200.00 0.15 bh Kunci tanam 35,000.00 5,250.00

0.3 bh Engsel 2,500.00 750.00 0.06 lbr Plywood 4 mm 64,000.00 3,840.00

6.5.2 Tenaga 168,750.00 2 OH Tukang Kayu 35,000.00 70,000.00 1 OH Tukang batu 35,000.00 35,000.00 2 OH Pekerja 25,000.00 50,000.00

0.3 OH Kepala Tukang 40,000.00 12,000.00 0.05 OH Mandor 35,000.00 1,750.00

6,6 1 m2 Pembuatan Gudang Semen dan Alat-alat 360,087.50 Bahan 255,337.50

6.6.1 1.7 btg Kayu Dolken diameter 8 - 10 / 400 cm 12,000.00 20,400.00 0.21 m3 Kayu 750,000.00 157,500.00

0.3 kg paku biasa 2" - 5" 7,500.00 2,250.00 10.5 kg Portland cement 675.00 7,087.50 0.03 m3 pasir beton 120,000.00 3,600.00 0.05 m3 Koral beton 120,000.00 6,000.00

1.5 lbr Seng gelombang BJLS 32 39,000.00 58,500.00

6.6.2 Tenaga 104,750.00 2 OH Tukang Kayu 35,000.00 70,000.00 1 OH Pekerja 25,000.00 25,000.00

HARGA SATUAN BAHAN / UPAH

Pagar Sementara dari seng Gelombang tinggi 2,00 m

6,8 1 m2 Membersihkan Lapangan dan Perataan 4,250.00 6.8.2 Tenaga 4,250.00

0.10 OH Pekerja 25,000.00 2,500.00 0.05 OH Mandor 35,000.00 1,750.00

6,11 1 m2 Pembuatan Steger dari Bambu Uk. 40 x 50 x 20 cm 20,575.50 6.11.1 Bahan 8,250.00

1.00 btg Bambu Diameter 6 - 8 / 600 cm 7,000.00 7,000.00 0.25 kg Tali ijuk 5,000.00 1,250.00

6.11.2 Tenaga 12,325.50 0.17 OH Tukang kayu 35,000.00 5,950.00 0.25 OH pekerja 25,000.00 6,250.00


6,13 1 m3 Bongkaran Beton Bertulang 178,330.00 6.13.2 Tenaga 178,330.00


6,14 1 m3 Bongkaran Dinding Tembok Bata Merah 167,830.00 6.14.2 Tenaga 167,830.00


2 03-2835-1992 PEKERJAAN TANAH

6,1 1 m3 Galian Tanah Biasa Sedalam 1m 11,400.00 6.1.2 Tenaga 11,400.00


6,4 1 m3 Galian Tanah Keras Sedalam 1m 17,795.00 6.4.2 Tenaga 17,795.00


6,5 1 m3 Galian Tanah cadas Sedalam 1m 35,625.00 6.5.2 Tenaga 35,625.00


6,6 1 m3 Galian Tanah lumpur Sedalam 1m 23,480.00 6.6.2 Tenaga 23,480.00


6,7 1 m2 Pekerjaan Striping setinggi 1 m 1,425.00 6.7.2 Tenaga 1,425.00

0.050 OH Pekerja 25,000.00 1,250.00 0.005 OH Mandor 35,000.00 175.00

6,9 1 m3 Urugan Kembali 5,465.00 6.9.2 Tenaga 5,465.00

0.192 OH Pekerja 25,000.00 4,800.00 0.019 OH Mandor 35,000.00 665.00

6,10 1 m3 Pemadatan tanah 14,250.00 6.10.2 Tenaga 14,250.00


6,11 1 m3 Urugan Pasir 79,850.00 6.11.1 Bahan 72,000.00

1.200 m3 Pasir urug 60,000.00 72,000.00

6.11.2 Tenaga 7,850.00 0.300 OH Pekerja 25,000.00 7,500.00 0.010 OH Mandor 35,000.00 350.00

6,12 1 m3 Lapisan Pudel cmp 1kp : 3ps : 7TL 102,745.00 6.12.1 Bahan 62,855.00

0.33 m3 Pasir urug 60,000.00 19,800.00 0.109 m3 Kapur padam 115,000.00 12,535.00 0.763 m3 Tanah liat 40,000.00 30,520.00

6.12.2 Tenaga 39,890.00 0.833 OH Pekerja 25,000.00 20,825.00 0.416 OH Tukang batu 35,000.00 14,560.00

0.04 OH Kepala tukang 40,000.00 1,600.00 0.083 OH Mandor 35,000.00 2,905.00

6,14 1 m3 Pemasangan Lapisan Ijuk 154,275.00 6.14.1 Bahan 150,000.00

1.200 m3 Ijuk 125,000.00 150,000.00

6.14.2 Tenaga 4,275.00 0.15 OH Pekerja 25,000.00 3,750.00

0.015 OH Mandor 35,000.00 525.00

6,15 1 m3 Urugan Sirtu 103,125.00 6.15.1 Bahan 96,000.00

1.2 m3 Sirtu 80,000.00 96,000.00

6.15.2 Tenaga 7,125.00 0.25 OH Pekerja 25,000.00 6,250.00

0.025 OH Mandor 35,000.00 875.00

3 03-2836-2002 PEKERJAAN PONDASI

6,4 1 m3 Pasang Pondasi Batu kali 1Pc : 3Ps 370,025.00 6.4.1 Bahan 306,500.00

1.1 m3 Batu belah 15/20 115,000.00 126,500.00 202 kg Portland cement 675.00 136,350.00

0.485 m3 Pasir 90,000.00 43,650.00

6.4.2 Tenaga 63,525.00 1.5 OH Pekerja 25,000.00 37,500.00 0.6 OH Tukang batu 35,000.00 21,000.00


6,6 1 m3 Pasang Pondasi Batu Kali 1Pc : 5Ps 330,785.00 6.6.1 Bahan 267,260.00

1.1 m3 Batu belah 15/20 115,000.00 126,500.00136 kg Portland cement 675.00 91,800.00

0.544 m3 Pasir 90,000.00 48,960.00

6.6.2 Tenaga 63,525.001.5 OH Pekerja 25,000.00 37,500.000.6 OH Tukang batu 35,000.00 21,000.00

0.06 OH Kepala Tukang 40,000.00 2,400.000.075 OH Mandor 35,000.00 2,625.00

6,12 1 m3 Pasang Pondasi Kali 1Pc : 3 Kp : 10 Ps 292,385.006.12.1 Bahan 228,860.00

1.1 m3 Batu belah 15/20 115,000.00 126,500.0061 kg Portland cement 675.00 41,175.00

0.147 m3 Kapur pasang 115,000.00 16,905.000.492 m3 Pasir 90,000.00 44,280.00



6,14 1 m3 Pasang Pondasi Batu Kosong 192,075.006.14.1 Bahan 156,000.00

1.2 m3 Batu belah 15/20 115,000.00 138,000.000.3 m3 Pasir urug 60,000.00 18,000.00



6,15 1 m3 Pasang Pondasi Siklop 40% batu kali 802,950.006.15.1 Bahan 689,550.00

75 kg Besi beton 6,000.00 450,000.00202 kg Portland sement 675.00 136,350.000.32 m3 Pasir beton 120,000.00 38,400.000.49 m3 Koral beton 120,000.00 58,800.00

0.8 kg Kawat Beton 7,500.00 6,000.00

6.15.2 Tenaga 113,400.003 OH Pekerja 25,000.00 75,000.00

0.85 OH Tukang batu 35,000.00 29,750.000.085 OH Kepala Tukang 40,000.00 3,400.00

0.15 OH Mandor 35,000.00 5,250.00

6,16 1 m3 Pasang Pondasi Sumuran diameter 100 cm 449,150.006.16.1 Bahan 375,150.00

0.45 m3 Batu belah 15/20 cm 115,000.00 51,750.00280 kg Portland cement 675.00 189,000.000.45 m3 Pasir beton 120,000.00 54,000.000.67 m3 Koral beton 120,000.00 80,400.00

6.16.2 Tenaga 74,000.002.38 OH Pekerja 25,000.00 59,500.00

0.3 OH Tukang batu 35,000.00 10,500.000.03 OH Kepala Tukang 40,000.00 1,200.000.08 OH Mandor 35,000.00 2,800.00

6,17 1 m' Pembuatan Tiang Pancang (40x40) cm, beton bertulang 406,231.506.17.1 Bahan 353,351.50

0.019 m3 Pasir urug darat 60,000.00 1,140.000.094 m3 Pasir beton 120,000.00 11,280.00

0.15 m3 koral beton 120,000.00 18,000.0060.5 kg Portland cement 675.00 40,837.50

45 kg besi beton 6,000.00 270,000.000.9 kg kawat beton 7,500.00 6,750.00

0.032 m3 Kayu kaso 5/7 24,500.00 784.000.12 kg Paku 7,500.00 900.000.09 ltr minyak bekesting 18,000.00 1,620.000.24 kg Plamur Tembok 8,500.00 2,040.00

6.17.2 Tenaga 52,880.001 OH Pekerja 25,000.00 25,000.00

0.67 OH Tukang batu 35,000.00 23,450.000.067 OH Kepala Tukang 40,000.00 2,680.00

0.05 OH Mandor 35,000.00 1,750.00

4 03-2837-2002 PEKERJAAN DINDING

6,9 1 m2 Pasang Batu Merah Tebal 1/2 bt, 1 Pc : 2Ps 42,636.256.9.1 Bahan 30,211.25

70 bh Bata Merah 5 x 11 x 22 200.00 14,000.0018.95 kg Portland cement 675.00 12,791.250.038 m3 Pasir pasang 90,000.00 3,420.00


0.1 OH Tukang batu 35,000.00 3,500.000.01 OH Kepala Tukang 40,000.00 400.00

0.015 OH Mandor 35,000.00 525.00

6,10 1 m2 Pasang Batu Merah tebal 1/2 bt, 1Pc : 3Ps 39,724.756.10.1 Bahan 27,299.75

70 bh Bata Merah 5 x 11 x 22 200.00 14,000.0014.37 kg Portland cement 675.00 9,699.75

0.04 m3 Pasir pasang 90,000.00 3,600.00


0.1 OH Tukang batu 35,000.00 3,500.00

0.01 OH Kepala Tukang 40,000.00 400.000.015 OH Mandor 35,000.00 525.00

6,15 1 m2 Pasang Batu Merah tebal 1/2 bt, 1Pc : 3Kp : 10Ps 35,687.506.15.1 Bahan 23,262.50

70 bh Bata Merah 5 x 11 x 22 200.00 14,000.004.5 kg Portland cement 675.00 3,037.50

0.05 m3 Pasir pasang 90,000.00 4,500.000.015 m3 Kapur padam 115,000.00 1,725.00



0.015 OH Mandor 35,000.00 525.00

5 03-2837-2002 PEKERJAAN PLESTERAN

6,3 1 m2 Plesteran 1Pc : 3Ps Tebal 15 mm 17,284.006.3.1 Bahan 6,084.00

0.162 6.48 kg Portland cement 675.00 4,374.006.17284 0.019 m3 Pasir pasang 90,000.00 1,710.00



0.01 OH Mandor 35,000.00 350.00

6,9 1 m2 Plesteran 1Pc : 3Kp : 10Ps Tebal 15 mm 14,392.006.9.1 Bahan 3,192.00

1.84 kg Portland cement 675.00 1,242.000.006 m3 Kapur padam 115,000.00 690.000.014 m3 Pasir pasang 90,000.00 1,260.00


0.15 OH Tukang batu 35,000.00 5,250.00


6,14 1 m2 Plesteran 1Pc : 3Ps tebal 20 mm 24,117.506.14.1 Bahan 9,630.00

10.8 kg Portland cement 675.00 7,290.000.026 m3 Pasir pasang 90,000.00 2,340.00



0.0125 OH Mandor 35,000.00 437.50

6,28 1 m2 Berapen 1Pc : 5Ps tebal 15 mm 12,657.256.28.1 Bahan 5,897.25




6,29 1 m2 Plesteran Beton 1Pc : 2Ps tebal 15 mm 22,652.506.29.1 Bahan 7,897.50




0.013 OH Mandor 35,000.00 455.00

6,31 1 m2 Plesteran Skoneng 1Pc : 2Ps 4,862.506.31.1 Bahan 517.50

0.5 kg Portland cement 675.00 337.500.002 m3 Pasir pasang 90,000.00 180.00

6.31.2 Tenaga 4,345.000.057 OH Pekerja 25,000.00 1,425.000.038 OH Tukang batu 35,000.00 1,330.000.038 OH Kepala Tukang 40,000.00 1,520.000.002 OH Mandor 35,000.00 70.00

6,34 1 m2 Plesteran Ciprat 1Pc : 2Ps 18,190.006.34.1 Bahan 7,515.00

9 kg Portland cement 675.00 6,075.000.016 m3 Pasir pasang 90,000.00 1,440.00



0.015 OH Mandor 35,000.00 525.00

6,35 1 m2 Plesteran Siar Adukan 1Pc : 2Ps 11,170.006.35.1 Bahan 4,410.00

5.4 kg Portland cement 675.00 3,645.000.0085 m3 Pasir pasang 90,000.00 765.00



6 03-3434-2002 PEKERJAAN KAYU

6.1 1 m3 Pasang Kosen Pintu & Jendela Kayu Jati 12,340,500.006.1.1 Bahan 11,400,000.00

1.200 m3 Kayu jati, Balok 9,500,000.00 11,400,000.00


20.000 OH Tukang kayu 35,000.00 700,000.002.000 OH Kepala Tukang 40,000.00 80,000.000.300 OH Mandor 35,000.00 10,500.00

6.5 1 m2 Pasang Pintu Klamp Kayu Kamfer 221,705.006.5.1 Bahan 171,375.00

0.036 m3 Kayu Kamper papan 4,750,000.00 171,000.000.050 kg Paku biasa 2" - 5" 7,500.00 375.00

6.5.2 Tenaga 50,330.000.350 OH Pekerja 25,000.00 8,750.001.050 OH Tukang kayu 35,000.00 36,750.000.105 OH Kepala Tukang 40,000.00 4,200.000.018 OH Mandor 35,000.00 630.00

6.8 1 m2 Pasang Pintu Panel Kayu Kamfer 314,250.006.8.1 Bahan 190,000.00

0.040 m3 Kayu Kamper, papan 4,750,000.00 190,000.00

6.8.2 Tenaga 124,250.001.000 OH Pekerja 25,000.00 25,000.002.500 OH Tukang kayu 35,000.00 87,500.000.250 OH Kepala Tukang 40,000.00 10,000.000.050 OH Mandor 35,000.00 1,750.00

6.10 1 m2 Pasang Pintu & Jendela Kaca Kayu Kamfer 265,650.006.10.1 Bahan 166,250.00

0.035 m3 Kayu Kamper, papan 4,750,000.00 166,250.00

6.10.2 Tenaga 99,400.000.800 OH Pekerja 25,000.00 20,000.002.000 OH Tukang kayu 35,000.00 70,000.00


6.12 1 m2 Pasang Pintu & Jendela Jalusi Kayu Jati 920,500.006.12.1 Bahan 768,000.00

0.064 m3 Kayu jati, papan 12,000,000.00 768,000.00


6.15 1 m2 Pasang Pintu Plywood Rangkap Rangka Kayu Kamfer 256,775.006.15.1 Bahan 162,725.00

0.020 m3 Kayu kamfer, papan 4,750,000.00 93,100.000.030 kg Paku biasa 1/2" - 1" 7,500.00 225.000.300 ltr Lem kayu 18,000.00 5,400.001.000 lbr Plywood 4" x 3" x 4mm 64,000.00 64,000.00


6.16 1 m2 Pasang Jalusi mati kosen kayu jati 812,500.006.16.1 Bahan 721,125.00

0.060 m3 Kayu jati, papan 12,000,000.00 720,000.000.150 kg Paku biasa 1/2" - 1" 7,500.00 1,125.00


6.17 1 m2 Pasang Jalusi mati kosen kayu kamfer 377,500.006.17.1 Bahan 286,125.00

0.060 m3 Kayu kamfer, papan 4,750,000.00 285,000.000.150 kg Paku biasa 1/2" - 1" 7,500.00 1,125.00


6.19 1 m2 Pasang pintu Teakwood rangkap rangka kayu jati 398,875.006.19.1 Bahan 304,825.00

0.020 m3 Kayu jati, papan 12,000,000.00 235,200.000.030 kg Paku biasa 1/2" - 1" 7,500.00 225.000.300 ltr lem kayu 18,000.00 5,400.001.000 lbr teakwood 4" x 8 " x 4 mm 64,000.00 64,000.00


6.20 1 m2 Pasang pintu Teakwood rangkap rangka kayu kamfer 256,775.006.20.1 Bahan 162,725.00

0.020 m3 Kayu kamfer, papan 4,750,000.00 93,100.000.030 kg Paku biasa 1/2" - 1" 7,500.00 225.000.300 ltr lem kayu 18,000.00 5,400.001.000 lbr teakwood 4" x 8 " x 4 mm 64,000.00 64,000.00

6.20.2 Tenaga 94,050.000.600 OH Pekerja 25,000.00 15,000.002.000 OH Tukang kayu 35,000.00 70,000.000.200 OH Kepala Tukang 40,000.00 8,000.00

0.030 OH Mandor 35,000.00 1,050.00

6.22 1 m2 Pasang pintu plywood & Formika rangka kayu Kamfer 270,625.006.22.1 Bahan 151,725.00

0.020 m3 Kayu kamfer, papan 4,750,000.00 93,100.000.030 kg Paku biasa 1/2" - 1" 7,500.00 225.000.300 ltr lem kayu 18,000.00 5,400.000.500 lbr plywood 4" x 8 " x 4 mm 64,000.00 32,000.000.500 lbr Formika 4" x 3" (untuk pintu) 42,000.00 21,000.00


6.25 1 m2 Pasang pintu Formika double rangka kayu jati 491,175.006.25.1 Bahan 363,025.00

0.020 m3 Kayu jati, papan 12,000,000.00 235,200.000.030 kg Paku biasa 1/2" - 1" 7,500.00 225.001.200 ltr lem kayu 18,000.00 21,600.001.000 lbr plywood 4" x 8 " x 4 mm 64,000.00 64,000.001.000 lbr Formika 4" x 3" (untuk pintu) 42,000.00 42,000.00


6.28 1 m3 Pasang Konstruksi Kuda-Kuda kayu kamfer 5,732,000.006.28.1 Bahan 5,094,000.00

1.100 m3 Kayu kamfer, balok 4,500,000.00 4,950,000.0015.00 kg Besi Strip 9,200.00 138,000.000.800 kg Paku biasa 2" - 5" 7,500.00 6,000.00


12.000 OH Tukang kayu 35,000.00 420,000.001.200 OH Kepala Tukang 40,000.00 48,000.002.000 OH Mandor 35,000.00 70,000.00

6.31 1 m2 Pasang Kaso dan Reng Genteng Kodok Kayu Kamfer 61,700.006.31.1 Bahan 55,125.00

0.012 Kayu kamfer balok 4,500,000.00 54,000.000.15 Paku biasa 2" - 5" 7,500.00 1,125.00



6.33 1 m2 Pasang Kaso dan reng Genteng Monier Kayu Jati 140,700.006.33.1 Bahan 134,125.00

0.014 m3 Kayu jati balok 9,500,000.00 133,000.000.15 kg Paku biasa 2" - 5" 7,500.00 1,125.00



6.36 1 m2 Pasang Kaso dan reng atap sirap Kayu kamfer 751,890.006.36.1 Bahan 744,000.00

0.165 m3 Kayu kamfer balok 4,500,000.00 742,500.000.2 kg Paku biasa 2" - 5" 7,500.00 1,500.00



6.39 1 m2 Pasang Rangka langit-langit (1x1)m kayu kamfer 70,875.006.39.1 Bahan 54,750.00

0.012 m3 Kayu kamfer balok 4,500,000.00 54,000.000.1 kg Paku biasa 2" - 5" 7,500.00 750.00



6.45 1 m2 Pasang Rangka langit-langit (30x30)cm kayu kamfer 143,337.506.45.1 Bahan 123,000.00

0.027 m3 Kayu kamfer balok 4,500,000.00 121,500.000.2 kg Paku biasa 2" - 5" 7,500.00 1,500.00


0.035 OH Kepala Tukang 40,000.00 1,400.000.013 OH Mandor 35,000.00 437.50

6.47 1 m' Pasang lisplank uk.(3x20) cm kayu jati 97,450.006.47.1 Bahan 86,775.00

0.007 m3 Kayu jati papan 12,000,000.00 86,400.000.05 kg Paku biasa 2" - 5" 7,500.00 375.00



6.50 1 m' Pasang lisplank uk.(3x30) cm kayu kamfer 64,130.006.50.1 Bahan 52,625.00

0.011 m3 Kayu kamfer papan 4,750,000.00 52,250.000.05 kg Paku biasa 2" - 5" 7,500.00 375.00



6.51 1 m' Pasang lisplank uk.2x(3x20) cm kayu kamfer 85,450.006.51.1 Bahan 69,325.00

0.015 m3 Kayu kamfer papan 4,750,000.00 68,875.000.06 kg Paku biasa 2" - 5" 7,500.00 450.00



6.54 1 m2 Pasang Rangka Dinding Pemisah kayu kamfer 145,675.006.54.1 Bahan 121,750.00

0.02 m3 Kayu kamfer balok 4,500,000.00 87,750.000.007 m3 Kayu kamfer papan 4,750,000.00 33,250.00

0.1 kg Paku biasa 2" - 5" 7,500.00 750.00



6.56 1 m2 Pasang dinding pemisah teakwood rangkap rangka kayu kamfer 219,755.006.56.1 Bahan 195,830.00

0.020 m3 Kayu kamfer balok 4,500,000.00 87,750.000.007 m3 Kayu kamfer papan 4,750,000.00 33,250.000.100 kg Paku biasa 2" - 5" 7,500.00 750.001.000 lbr Teakwood 4" x 8" x 4 mm 64,000.00 64,000.000.560 ltr Lem 18,000.00 10,080.00



6.58 1 m2 Pasang dinding Lambriziring dari papan jati 155,600.006.58.1 Bahan 69,350.00

0.007 m3 Kayu jati balok 9,500,000.00 66,500.000.100 kg Paku biasa 2" - 5" 7,500.00 750.000.150 kg Paku sekrup 3,5" 14,000.00 2,100.00



6.59 1 m2 Pasang Plywood tebal 4mm untuk dinding 32,945.506.59.1 Bahan 29,350.00

0.400 lbr plywood 4" x 8" x 4mm 64,000.00 25,600.000.500 kg Paku biasa 1/2" - 1" 7,500.00 3,750.00

6.59.2 Tenaga 3,595.500.025 OH Pekerja 25,000.00 625.000.075 OH Tukang kayu 35,000.00 2,625.00


7 03-3434-2002 PEKERJAAN BETON

6.1 1 m3 Membuat beton tumbuk 1Pc : 3Psr : 5kr 367,750.006.1.1 Bahan 313,950.00

218.0 kg Portland cement 675.00 147,150.000.520 m3 Pasir beton 120,000.00 62,400.00

0.87 m3 Koral beton 120,000.00 104,400.00



6.4 1 m2 Membuat lantai kerja beton tumbuk 1Pc : 3Psr : 5kr tebal 5 cm 44,890.006.4.1 Bahan 15,150.00

10.0 kg Portland cement 675.00 6,750.000.026 m3 Pasir beton 120,000.00 3,120.000.044 m3 Koral beton 120,000.00 5,280.00

6.4.2 Tenaga 29,740.001.15 OH Pekerja 25,000.00 28,750.000.02 OH Tukang batu 35,000.00 700.00


6.5 1 m3 Membuat beton 1Pc : 2Psr : 3kr 366,400.006.5.1 Bahan 312,600.00

232.0 kg Portland cement 675.00 156,600.000.520 m3 Pasir beton 120,000.00 62,400.00

0.78 m3 Koral beton 120,000.00 93,600.00



6.25 1 kg pembesian dengan besi polos atau besi ulir 6,871.00

6.25.1 Bahan 6,412.501.05 kg Besi beton 6,000.00 6,300.00

0.015 kg Kawat beton 7,500.00 112.50

6.25.2 Tenaga 458.500.007 OH Pekerja 25,000.00 175.000.007 OH Tukang batu 35,000.00 245.00


6.26 1 kg Kabel presstresed polos/strand 15,271.006.26.1 Bahan 14,812.50

1.05 kg Besi presstred polos 14,000.00 14,700.000.015 kg Kawat beton 7,500.00 112.50

6.26.2 Tenaga 458.500.007 OH Pekerja 25,000.00 175.000.007 OH Tukang batu 35,000.00 245.00


6.27 1 kg Jaring kawat baja 20,950.006.27.1 Bahan 19,297.50

1.02 kg besi jaring kawat baja 13,000.00 13,260.000.805 kg Kawat beton 7,500.00 6,037.50

6.27.2 Tenaga 1,652.500.025 OH Pekerja 25,000.00 625.000.025 OH Tukang batu 35,000.00 875.00


6.28 1 m2 Pasang bekesting untuk pondasi 41,865.006.28.1 Bahan 24,050.00

0.04 m3 kayu terentang 500,000.00 20,000.000.300 kg paku biasa 2" - 5" 7,500.00 2,250.000.100 ltr Minyak bekesting 18,000.00 1,800.00


0.26 OH Tukang batu 35,000.00 9,100.000.026 OH Kepala Tukang 40,000.00 1,040.000.005 OH Mandor 35,000.00 175.00

6.29 1 m2 Pasang bekesting untuk sloof 44,365.006.29.1 Bahan 26,550.00




6.30 1 m2 Pasang bekesting untuk kolom 181,780.006.30.1 Bahan 161,200.00

0.04 m3 kayu terentang 500,000.00 20,000.000.400 kg paku biasa 2" - 5" 7,500.00 3,000.000.200 ltr Minyak bekesting 18,000.00 3,600.000.015 m3 Balok kayu 4,200,000.00 63,000.000.350 lbr plywood tebal 9 mm 136,000.00 47,600.002.000 btg Dolken kayu Galam D 8-10 cm / 4 m 12,000.00 24,000.00



6.31 1 m2 Pasang bekesting untuk balok 181,780.006.31.1 Bahan 161,200.00

0.04 m3 kayu terentang 500,000.00 20,000.000.400 kg paku biasa 2" - 5" 7,500.00 3,000.000.200 ltr Minyak bekesting 18,000.00 3,600.000.015 m3 Balok kayu 4,200,000.00 63,000.000.350 lbr plywood tebal 9 mm 136,000.00 47,600.002.000 btg Dolken kayu Galam D 8-10 cm / 4 m 12,000.00 24,000.00



6.32 1 m2 Pasang bekesting untuk lantai 178,030.006.32.1 Bahan 157,450.00

0.04 m3 kayu terentang 500,000.00 20,000.000.400 kg paku biasa 2" - 5" 7,500.00 3,000.000.200 ltr Minyak bekesting 18,000.00 3,600.000.015 m3 Balok kayu borneo 750,000.00 11,250.000.350 lbr Plywood tebal 9 mm 136,000.00 47,600.006.000 btg Dolken kayu Galam D 8-10 cm / 4 m 12,000.00 72,000.00



6.33 1 m2 Pasang bekesting untuk dinding 160,780.006.33.1 Bahan 140,200.00

0.03 m3 kayu terentang 500,000.00 15,000.000.400 kg paku biasa 2" - 5" 7,500.00 3,000.000.200 ltr Minyak bekesting 18,000.00 3,600.000.020 m3 Balok kayu 750,000.00 15,000.000.350 lbr plywood tebal 9 mm 136,000.00 47,600.003.000 btg Dolken kayu Galam D 8-10 cm / 4 m 12,000.00 36,000.004.000 bh Formite/penjaga jarak/spacer (alat bantu) 5,000.00 20,000.00



6.34 1 m2 Pasang bekesting untuk tangga 136,630.006.34.1 Bahan 115,550.00

0.03 m3 kayu terentang 500,000.00 15,000.000.400 kg paku biasa 2" - 5" 7,500.00 3,000.000.150 ltr Minyak bekesting 18,000.00 2,700.000.015 m3 Balok kayu 750,000.00 11,250.000.350 lbr plywood tebal 9 mm 136,000.00 47,600.003.000 btg Dolken kayu Galam D 8-10 cm / 4 m 12,000.00 36,000.00



6.35 1 m3 Membuat beton dengan mutu K-225 617,400.006.35.1 Bahan 417,900.00

388.000 kg Portland cement 675.00 261,900.000.650 m3 Pasir beton 120,000.00 78,000.000.650 m3 Koral beton 120,000.00 78,000.00

6.35.2 Tenaga 199,500.006.000 OH Pekerja 25,000.00 150,000.001.000 OH Tukang batu 35,000.00 35,000.000.100 OH Kepala Tukang 40,000.00 4,000.000.300 OH Mandor 35,000.00 10,500.00

6.36 1 m3 Membuat beton dengan mutu K-275 615,900.00

6.36.1 Bahan 416,400.00400.000 kg Portland cement 675.00 270,000.000.400 m3 Pasir beton 120,000.00 48,000.000.820 m3 Koral beton 120,000.00 98,400.00

6.36.2 Tenaga 199,500.006.000 OH Pekerja 25,000.00 150,000.001.000 OH Tukang batu 35,000.00 35,000.000.100 OH Kepala Tukang 40,000.00 4,000.000.300 OH Mandor 35,000.00 10,500.00

6.37 1 m2 Pasang Jembatan Cor 29,645.006.37.1 Bahan 23,700.00

0.026 m3 kayu terentang 500,000.00 13,200.000.600 kg paku biasa 2" - 5" 7,500.00 4,500.000.500 m3 Dolken Kayu Galam D 8 - 10 / 4 m 12,000.00 6,000.00

6.37.2 Tenaga 5,945.000.150 OH Pekerja 25,000.00 3,750.000.050 OH Tukang kayu 35,000.00 1,750.000.005 OH Kepala Tukang 40,000.00 200.000.007 OH Mandor 35,000.00 245.00

6.38 1 m3 Membuat Pondasi Beton Bertulang (150kg besi + bekesting) 1,607,825.006.38.1 Bahan 1,409,350.00


150.000 kg besi beton polos 6,000.00 900,000.002.250 kg kawat beton 7,500.00 16,875.00

323.000 btg Portland Cement 675.00 218,025.000.520 m3 Pasir beton 120,000.00 62,400.000.780 m3 Koral beton 120,000.00 93,600.00

6.38.2 Tenaga 198,475.003.900 OH Pekerja 25,000.00 97,500.000.350 OH Tukang batu 35,000.00 12,250.001.040 OH Tukang kayu 35,000.00 36,400.001.050 OH Tukang besi 35,000.00 36,750.000.245 OH Kepala Tukang 40,000.00 9,800.000.165 OH Mandor 35,000.00 5,775.00

6.39 1 m3 Membuat Sloof Beton Bertulang (200kg besi + bekesting) 2,013,615.006.39.1 Bahan 1,757,325.00


200.000 kg besi beton polos 6,000.00 1,200,000.003.000 kg kawat beton 7,500.00 22,500.00

323.000 btg Portland Cement 675.00 218,025.000.520 m3 Pasir beton 120,000.00 62,400.000.780 m3 Koral beton 120,000.00 93,600.00


6.40 1 m3 Membuat Kolom Beton Bertulang (300kg besi + bekesting) 3,717,575.006.40.1 Bahan 3,302,275.00



323.000 btg Portland Cement 675.00 218,025.000.520 m3 Pasir beton 120,000.00 62,400.000.780 m3 Koral beton 120,000.00 93,600.000.150 m3 kayu balok 750,000.00 112,500.003.500 lbr plywood 9 mm 136,000.00 476,000.00

20.000 btg dolken diameter 8 / 4 m 12,000.00 240,000.00


6.41 1 m3 Membuat balok Beton Bertulang (200kg besi + bekesting) 2,820,855.006.41.1 Bahan 2,487,125.00






6.42 1 m3 Membuat balok Beton Bertulang (150kg besi + bekesting) 2,652,827.506.42.1 Bahan 2,358,500.00





6.42.2 Tenaga 294,327.505.800 OH Pekerja 25,000.00 145,000.000.350 OH Tukang batu 35,000.00 12,250.002.800 OH Tukang kayu 35,000.00 98,000.001.050 OH Tukang besi 35,000.00 36,750.000.042 OH Kepala Tukang 40,000.00 1,680.000.019 OH Mandor 35,000.00 647.50

6.43 1 m3 Membuat dinding Beton Bertulang (150kg besi + bekesting) 2,556,655.006.43.1 Bahan 2,252,500.00






0.350 OH Tukang batu 35,000.00 12,250.002.640 OH Tukang kayu 35,000.00 92,400.001.050 OH Tukang besi 35,000.00 36,750.000.400 OH Kepala Tukang 40,000.00 16,000.000.193 OH Mandor 35,000.00 6,755.00

6.44 1 m3 Membuat tangga Beton Bertulang (200kg besi + bekesting) 2,657,395.006.44.1 Bahan 2,352,375.00






6.45 1 m' Membuat Kolom Penguat Beton Bertulang (11 x 11) cm 30,265.006.45.1 Bahan 26,950.00

0.002 m3 kayu terentang 500,000.00 1,000.000.010 kg paku biasa 2" - 5" 7,500.00 75.003.000 kg besi beton polos 6,000.00 18,000.000.450 kg kawat beton 7,500.00 3,375.004.000 kg Portland Cement 675.00 2,700.000.006 m3 Pasir beton 120,000.00 720.000.009 m3 Koral beton 120,000.00 1,080.00

6.45.2 Tenaga 3,315.000.060 OH Pekerja 25,000.00 1,500.000.020 OH Tukang batu 35,000.00 700.000.020 OH Tukang kayu 35,000.00 700.000.002 OH Tukang besi 35,000.00 70.000.006 OH Kepala Tukang 40,000.00 240.000.003 OH Mandor 35,000.00 105.00

6.46 1 m' Membuat Ring balk Beton Bertulang (10 x 15) cm 36,757.506.46.1 Bahan 30,217.50

0.003 m3 kayu albasia 500,000.00 1,500.000.020 kg paku biasa 2" - 5" 7,500.00 150.003.600 kg besi beton polos 6,000.00 21,600.000.050 kg kawat beton 7,500.00 375.005.500 kg Portland Cement 675.00 3,712.500.009 m3 Pasir beton 120,000.00 1,080.000.015 m3 Koral beton 120,000.00 1,800.00

6.46.2 Tenaga 6,540.000.100 OH Pekerja 25,000.00 2,500.000.033 OH Tukang batu 35,000.00 1,155.000.033 OH Tukang kayu 35,000.00 1,155.000.033 OH Tukang besi 35,000.00 1,155.000.010 OH Kepala Tukang 40,000.00 400.000.005 OH Mandor 35,000.00 175.00

7 03-3436-2002 PEKERJAAN PENUTUP ATAP

6.1 1 m2 Pasang Atap Genteng Plentong Kecil 26,975.006.1.1 Bahan 20,000.00

25.000 bh Genteng Plentong 800.00 20,000.00

6.1.2 Tenaga 6,975.000.150 OH Pekerja 25,000.00 3,750.000.075 OH Tukang Kayu 35,000.00 2,625.00

0.008 OH Kepala tukang 40,000.00 320.000.008 OH Mandor 35,000.00 280.00

6.2 1 m2 Pasang Atap Genteng Kodok / Glasur 51,975.006.2.1 Bahan 45,000.00

25.000 bh Genteng kodok / glasur 1,800.00 45,000.00

6.2.2 Tenaga 6,975.000.150 OH Pekerja 25,000.00 3,750.000.075 OH Tukang Kayu 35,000.00 2,625.000.008 OH Kepala tukang 40,000.00 320.000.008 OH Mandor 35,000.00 280.00

6.3 1 m2 Pasang Atap Genteng Plentong super / besar 37,570.006.3.1 Bahan 31,200.00

12.000 bh Genteng plentong super / besar 2,600.00 31,200.00


6.4 1 m' Pasang Genteng bubung plentong 33,900.006.4.1 Bahan 16,030.00

5.000 bh Genteng bubung plentong 1,550.00 7,750.008.000 kg Portland cement 675.00 5,400.000.032 m3 Pasir pasang 90,000.00 2,880.00


6.5 1 m' Pasang Genteng bubung Kodok / glasur 38,650.006.5.1 Bahan 20,780.00

5.000 bh Genteng bubung kodok / glasur 2,500.00 12,500.008.000 kg Portland cement 675.00 5,400.000.032 m3 Pasir pasang 90,000.00 2,880.00


6.6 1 m' Pasang Genteng bubung Plentong besar 42,150.006.6.1 Bahan 24,280.00

4.000 bh Genteng bubung plentong besar 4,000.00 16,000.008.000 kg Portland cement 675.00 5,400.000.032 m3 Pasir pasang 90,000.00 2,880.00


6.9 1 m2 Pasang Atap Asbes Gelombang (2.25 x 0.92)m x 5 mm 41,795.006.9.1 Bahan 35,070.00

0.600 lbr Asbes Gelombang 56,250.00 33,750.000.120 kg Paku pancing 60 x 230 11,000.00 1,320.00



0.600 lbr Asbes Gelombang 56,250.00 33,750.00

0.120 kg Paku pancing 60 x 230 11,000.00 1,320.00








6.30 1 m2 Pasang Atap genteng beton 31,475.006.30.1 Bahan 22,225.00

11.000 bh Genteng beton standard 2,000.00 22,000.000.030 kg Paku biasa 2" - 5" 7,500.00 225.00


6.33 1 m2 Pasang Atap Sirap 96,680.006.33.1 Bahan 82,500.00

60.000 lbr Genteng sirap 1,350.00 81,000.000.200 kg Paku biasa 1/2" - 1" 7,500.00 1,500.00

6.33.2 Tenaga 14,180.000.166 OH Pekerja 25,000.00 4,150.000.250 OH Tukang Kayu 35,000.00 8,750.000.025 OH Kepala tukang 40,000.00 1,000.000.008 OH Mandor 35,000.00 280.00

6.34 1 m' Pasang Nok Genteng beton 41,295.006.34.1 Bahan 22,795.00

3.500 bh Nok Genteng beton 2,500.00 8,750.000.050 kg Paku biasa 2" - 5" 7,500.00 375.00

10.800 kg Portland cement 675.00 7,290.000.032 m3 Pasir pasang 90,000.00 2,880.001.000 kg semen warna 3,500.00 3,500.00


6.37 1 m' Pasang Nok sirap 23,341.006.37.1 Bahan 10,256.00

0.400 lbr seng plat 3" x 6" BJLS 28 14,000.00 5,600.000.060 kg Paku biasa 1/2" - 1" 7,500.00 450.000.500 kg Paku biasa 2" - 5" 7,500.00 3,750.000.004 m3 kayu kamfer papan tebal 6 cm 114,000.00 456.00


0.250 OH Tukang Kayu 35,000.00 8,750.000.025 OH Kepala tukang 40,000.00 1,000.000.006 OH Mandor 35,000.00 210.00

6.38 1 m2 Pasang atap seng gelombang 34,350.006.38.1 Bahan 28,800.00

0.700 lbr Seng gelombang 3" x 6" BJLS 28 39,000.00 27,300.000.200 kg Paku biasa 1/2" - 1" 7,500.00 1,500.00


6.39 1 m' Pasang atap Nok Seng 11,230.006.39.1 Bahan 4,500.00

0.300 lbr Seng plat 3" x 6" BJLS 28 14,000.00 4,200.000.040 kg Paku biasa 1/2" - 1" 7,500.00 300.00


6.42 1 m2 Pasang Allumunium Foil / Sisalation 12,025.006.42.1 Bahan 6,045.00

1.050 m2 Allumunium foil / Sisalation 4,500.00 4,725.000.120 kg Paku pancing 60 x 230 11,000.00 1,320.00


8 03-3436-2002 PEKERJAAN LANGIT-LANGIT

6.1 1 m2 Langit-langit asbes (1.00 x 1.00) cm, tebal 6 mm 102,607.506.1.1 Bahan 99,075.00

1.1 Lbr Plat asbes tebal 6 mm 90,000.00 99,000.000.01 kg Paku 7,500.00 75.00

6.1.2 Tenaga 3,532.500.030 OH Pekerja 25,000.00 750.000.070 OH Tukang Kayu 35,000.00 2,450.000.007 OH Kepala tukang 40,000.00 280.000.002 OH Mandor 35,000.00 52.50

6.5 1 m2 Langit-langit akustik (30 x 30) cm 41,160.006.5.1 Bahan 34,875.00

11.5 Lbr Akustik Uk. 30 x 30 cm 3,000.00 34,500.000.05 kg Paku 7,500.00 375.00


6.8 1 m2 Langit-langit Playwood (30 x 60) cm tebal 4mm 29,037.506.8.1 Bahan 23,265.00

0.36 Lbr Plywood 4" x 8" x 4 mm 64,000.00 23,040.000.03 kg Paku 7,500.00 225.00


6.11 1 m2 Langit-langit Playwood (60 x 120) cm tebal 6mm 29,997.506.11.1 Bahan 24,225.00

0.375 Lbr Plywood 4" x 8" x 6 mm 64,000.00 24,000.00

0.03 kg Paku 7,500.00 225.00


6.14 1 m2 Langit-langit Lat Kayu Jati 317,525.006.14.1 Bahan 288,775.00

0.024 m3 kayu jati papan 12,000,000.00 288,000.000.01 kg Paku 7,500.00 75.000.05 kg Paku Sekrup 14,000.00 700.00


6.17 1 m2 Langit-langit Lat Softboard 50,730.006.17.1 Bahan 31,725.00

0.35 m3 Softboard 4" x 8" x 4 mm 90,000.00 31,500.000.03 kg Paku biasa 7,500.00 225.00


6.19 1 m2 List langit-langit kayu profil 7,450.006.19.1 Bahan 4,145.00

1.1 m' list kayu profil 3,700.00 4,070.000.01 kg Paku biasa 7,500.00 75.00


6.20 1 m2 Langit-langit Asbes (1 x 1)m tebal 3,2 mm rangka kamfer 85,745.006.20.1 Bahan 68,450.00

0.012 m' kayu kamfer 4,750,000.00 57,000.000.06 kg Paku biasa 7,500.00 450.00

1.1 lbr Asbes 1 x 1 m 10,000.00 11,000.00


6.21 1 m2 Langit-langit plywood 4 mm dan rangka kayu kamfer 157,482.506.21.1 Bahan 134,660.00

0.023 m' kayu kamfer 4,750,000.00 109,250.000.06 kg Paku biasa 7,500.00 450.000.39 lbr plywood 4" x 8" x 4 mm 64,000.00 24,960.00


0.4 OH Tukang Kayu 35,000.00 14,000.000.04 OH Kepala tukang 40,000.00 1,600.00

0.0135 OH Mandor 35,000.00 472.50

6.24 1 m2 Langit-langit gypsumboard, tebal 9 mm 22,545.006.24.1 Bahan 17,920.00

0.364 lbr gypsumboard 45,000.00 16,380.000.11 kg paku sekrup 14,000.00 1,540.00


0.05 OH Tukang Kayu 35,000.00 1,750.000.005 OH Kepala tukang 40,000.00 200.000.005 OH Mandor 35,000.00 175.00

9 03-3436-2002 PEKERJAAN SANITASI

6.1 1 Unit Memasang Klosed Duduk / Mono Blok 412,840.006.1.1 Bahan 286,200.00

1.000 bh Klosed duduk / mono blok 270,000.00 270,000.000.060 Kelengkapan 6% dari harga klosed 270,000.00 16,200.00

6.1.2 Tenaga 126,640.003.300 OH Pekerja 25,000.00 82,500.001.100 OH Tukang batu 35,000.00 38,500.000.001 OH Kepala tukang 40,000.00 40.000.160 OH Mandor 35,000.00 5,600.00

6.2 1 Unit Memasang Klosed jongkok porselen 228,050.006.2.1 Bahan 84,950.00

1.000 bh Klosed Jongkok 80,000.00 80,000.006.000 kg Portland sement 675.00 4,050.000.010 m3 Pasir pasang 90,000.00 900.00

6.2.2 Tenaga 143,100.001.000 OH Pekerja 25,000.00 25,000.001.500 OH Tukang batu 35,000.00 52,500.001.500 OH Kepala tukang 40,000.00 60,000.000.160 OH Mandor 35,000.00 5,600.00

6.4 1 Unit Memasang Urinoir 429,450.006.4.1 Bahan 362,450.00

1.000 bh Urinoir 275,000.00 275,000.000.300 - Perlengkapan 30% harga urinoir 275,000.00 82,500.006.000 kg Portland sement 675.00 4,050.000.010 m3 Pasir pasang 90,000.00 900.00


6.5 1 Unit Memasang wastafel 569,525.006.5.1 Bahan 524,950.00

1.000 bh wastafel meja oval 400,000.00 400,000.000.300 - Perlengkapan 30% harga wastafel 400,000.00 120,000.006.000 kg Portland sement 675.00 4,050.000.010 m3 Pasir pasang 90,000.00 900.00


6.8 1 Unit Memasang Bak mandi batu bata Vol. 0.30m3 535,591.206.8.1 Bahan 258,091.20

0.400 m3 Batu bata 150,000.00 60,000.00120.000 kg Portland cement 675.00 81,000.000.300 kg Pasir pasang 90,000.00 27,000.00

360.000 bh Porselen 11 x 11 cm 191.92 69,091.206.000 kg Semen nat 3,500.00 21,000.00


6.14 1 m' Memasang Pipa Beton Ø15 cm - 20 cm 35,064.006.14.1 Bahan 28,589.00

1.100 bh Pipa beton 16,000.00 17,600.000.027 m3 Batu bata 150,000.00 4,050.000.056 m3 Pasir pasang 90,000.00 5,040.000.680 kg Portland cement 675.00 459.00

0.024 m3 Pasir urug 60,000.00 1,440.00

6.14.2 Tenaga 6,475.000.140 OH Pekerja 25,000.00 3,500.000.070 OH Tukang batu 35,000.00 2,450.000.007 OH Kepala tukang 40,000.00 280.000.007 OH Mandor 35,000.00 245.00

6.15 1 m' Memasang Pipa Beton Ø30 cm - 100 cm 145,257.506.15.1 Bahan 127,682.50

1.100 bh Pipa beton 26,000.00 28,600.000.550 m3 Batu bata 150,000.00 82,500.000.061 m3 Pasir pasang 90,000.00 5,490.00

10.300 kg Portland cement 675.00 6,952.500.069 m3 Pasir urug 60,000.00 4,140.00


6.20 1 m' Memasang Pipa Galvanis Ø3/4" 45,655.006.20.1 Bahan 40,300.00

1.200 m' pipa galvanis 26,000.00 31,200.000.350 Perlengkapan 35% harga pipa 26,000.00 9,100.00

6.20.2 Tenaga 5,355.000.054 OH Pekerja 25,000.00 1,350.000.090 OH Tukang ledeng 30,000.00 2,700.000.009 OH Kepala tukang 40,000.00 360.000.027 OH Mandor 35,000.00 945.00

6.23 1 m' Memasang Pipa Galvanis Ø3" 64,034.006.23.1 Bahan 55,025.00


6.23.2 Tenaga 9,009.000.108 OH Pekerja 25,000.00 2,700.000.180 OH Tukang ledeng 30,000.00 5,400.000.018 OH Kepala tukang 40,000.00 720.00

0.0054 OH Mandor 35,000.00 189.00

6.24 1 m' Memasang Pipa Galvanis Ø4" 95,221.346.24.1 Bahan 83,958.34


6.24.2 Tenaga 11,263.000.135 OH Pekerja 25,000.00 3,375.000.225 OH Tukang ledeng 30,000.00 6,750.00


6.25 1 m' Memasang Pipa PVC tipe AW Ø1/2" 9,009.256.25.1 Bahan 6,006.25

1.200 m' pipa PVC 3,875.00 4,650.000.350 Perlengkapan 35% harga pipa 3,875.00 1,356.25

6.25.2 Tenaga 3,003.000.036 OH Pekerja 25,000.00 900.000.060 OH Tukang ledeng 30,000.00 1,800.000.006 OH Kepala tukang 40,000.00 240.00

0.0018 OH Mandor 35,000.00 63.00

6.29 1 m' Memasang Pipa PVC tipe AW Ø2" 18,712.846.29.1 Bahan 14,208.34



0.0027 OH Mandor 35,000.00 94.50

6.31 1 m' Memasang Pipa PVC tipe AW Ø3" 37,778.506.31.1 Bahan 31,000.00



0.0041 OH Mandor 35,000.00 143.50

6.33 1 bh Memasang Bak Cuci piring Stainles steel 271,002.506.33.1 Bahan 260,000.00

1.000 bh Bak cuci stainles steel 130,000.00 130,000.001.000 set Water drain dan Assesoris 130,000.00 130,000.00

6.33.2 Tenaga 11,002.500.030 OH Pekerja 25,000.00 750.000.300 OH Tukang ledeng 30,000.00 9,000.000.030 OH Kepala tukang 40,000.00 1,200.00

0.0015 OH Mandor 35,000.00 52.50

6.35 1 bh Memasang kran Ø3/4" atau Ø1/2" 9,840.006.35.1 Bahan 6,015.00

1.000 bh kran air 6,000.00 6,000.000.025 set Seal tape 600.00 15.00

6.35.2 Tenaga 3,825.000.010 OH Pekerja 25,000.00 250.000.100 OH Tukang ledeng 30,000.00 3,000.000.010 OH Kepala tukang 40,000.00 400.000.005 OH Mandor 35,000.00 175.00

6.36 1 bh Memasang Floor drain 9,325.006.36.1 Bahan 5,000.00

1.000 bh Floor drain 5,000.00 5,000.00

6.36.2 Tenaga 4,325.000.010 OH Pekerja 25,000.00 250.000.100 OH Tukang batu 35,000.00 3,500.000.010 OH Kepala tukang 40,000.00 400.000.005 OH Mandor 35,000.00 175.00

9 03-3436-2002 PEKERJAAN BESI DAN ALUMUNIUM

6.1 1 Kg Pasang Rangka Atap Baja 9,010.506.1.1 Bahan 7,050.00

1.100 kg Besi Profil WF 5,500.00 6,050.000.080 kg Meni Besi 12,500.00 1,000.00

6.1.2 Tenaga 1,960.500.060 OH Pekerja 25,000.00 1,500.000.006 OH Tukang besi 35,000.00 210.000.006 OH kepala tukang 40,000.00 240.00

0.0003 OH Mandor 35,000.00 10.50

6.2 1 m2 Pasang Pintu besi baja 292,720.006.2.1 Bahan 250,000.00

1.000 m2 Pintu besi baja 250,000.00 250,000.00

6.2.2 Tenaga 42,720.000.650 OH Pekerja 25,000.00 16,250.000.650 OH Tukang besi konstruksi 35,000.00 22,750.000.065 OH kepala tukang 40,000.00 2,600.00

0.0320 OH Mandor 35,000.00 1,120.00

6.6 1 m2 Pasang Lipat Pintu Besi 317,382.006.6.1 Bahan 250,000.00

1.000 m2 Pintu lipat besi 250,000.00 250,000.00


0.0052 OH Mandor 35,000.00 182.00

6.8 1 m2 Pasang Rolling Door 228,132.006.8.1 Bahan 145,000.00

1.000 m2 Roll Door 145,000.00 145,000.00


0.0052 OH Mandor 35,000.00 182.00

6.9 1 m2 Pasang pintu Alumunium 273,132.006.9.1 Bahan 190,000.00

1.000 m2 pintu alumunium 190,000.00 190,000.00


0.0052 OH Mandor 35,000.00 182.00

6.12 1 m2 Pasang teralis besi 191,848.296.12.1 Bahan 125,158.30

11.500 m' besi strip 2 x 3 10,883.33 125,158.30

6.12.2 Tenaga 66,690.001.200 OH Pekerja 25,000.00 30,000.001.200 OH Tukang las 30,000.00 36,000.000.012 OH kepala tukang 40,000.00 480.00

0.0060 OH Mandor 35,000.00 210.00

6.13 1 m2 Pasang Kawat Harmonika 36,017.506.13.1 Bahan 29,600.00

1.100 m2 Kawat harmonika 19,000.00 20,900.000.020 kg Paku biasa 1/2" - 1" 7,500.00 150.00

0.0018 m3 Kayu kamfer, papan 4,750,000.00 8,550.00

6.13.2 Tenaga 6,417.500.100 OH Pekerja 25,000.00 2,500.000.100 OH Tukang kayu 35,000.00 3,500.000.010 OH kepala tukang 40,000.00 400.00

0.0005 OH Mandor 35,000.00 17.50

6.14 1 m2 Pasang Kawat nyamuk 25,017.506.14.1 Bahan 18,600.00

1.100 m2 Kawat nyamuk nylon 9,000.00 9,900.000.020 kg Paku biasa 1/2" - 1" 7,500.00 150.00


6.14.2 Tenaga 6,417.500.100 OH Pekerja 25,000.00 2,500.000.100 OH Tukang kayu 35,000.00 3,500.000.010 OH kepala tukang 40,000.00 400.00

0.0005 OH Mandor 35,000.00 17.50

6.17 1 m2 Pasang Jendela nako dan tralis 19,307.086.17.1 Bahan 6,472.08

1.100 m2 Jendela nako 5,500.00 6,050.000.020 kg Paku biasa 1/2" - 1" atau sekrup 7,500.00 150.000.025 m2 Besi Strip 10,883.33 272.08

6.17.2 Tenaga 12,835.000.200 OH Pekerja 25,000.00 5,000.000.200 OH Tukang kayu 35,000.00 7,000.000.020 OH kepala tukang 40,000.00 800.000.001 OH Mandor 35,000.00 35.00

6.18 1 m' Pasang Talang Datar, Seng BJLS 28 78,506.256.18.1 Bahan 59,712.50



0.250 kg Flincote / meni besi 28,000.00 7,000.00

6.18.2 Tenaga 18,793.750.150 OH Pekerja 25,000.00 3,750.000.400 OH Tukang kayu 35,000.00 14,000.000.025 OH kepala tukang 40,000.00 1,000.00

0.00125 OH Mandor 35,000.00 43.75

6.19 1 m' Pasang Talang Miring, Seng BJLS 28 117,156.256.19.1 Bahan 101,112.50


0.0190 m3 Kayu kamfer, papan 4,750,000.00 90,250.000.300 kg Flincote / meni besi 12,500.00 3,750.00


0.00125 OH Mandor 35,000.00 43.75

6.20 1 m' Pasang Talang 1/2 lingkaran D10 cm, seng BJLS 28 114,993.756.20.1 Bahan 101,450.00


0.0190 m3 Kayu kamfer, papan 4,750,000.00 90,250.000.500 kg Flincote / meni besi 12,500.00 6,250.00


0.00125 OH Mandor 35,000.00 43.75

10 03-3436-2002 PEKERJAAN KUNCI DAN KACA

6.2 1 bh Pasang Kunci Tanam biasa 48,325.006.2.1 Bahan 30,000.00

1.000 bh Kunci Tanam biasa 30,000.00 30,000.00


6.3 1 bh Pasang Kunci Tanam kamar Mandi 52,912.506.3.1 Bahan 35,000.00

1.000 bh Kunci Tanam kamar mandi 35,000.00 35,000.00

6.3.2 Tenaga 17,912.500.005 OH Pekerja 25,000.00 125.000.500 OH Tukang Kayu 35,000.00 17,500.000.005 OH Kepala tukang 40,000.00 200.00

0.0025 OH Mandor 35,000.00 87.50

6.4 1 bh Pasang Kunci Selinder 52,912.506.4.1 Bahan 35,000.00

1.000 bh Kunci Selinder 35,000.00 35,000.00


0.0025 OH Mandor 35,000.00 87.50

6.5 1 bh Pasang Engsel Pintu 12,251.256.5.1 Bahan 6,000.00

1.000 bh Engsel Pintu 6,000.00 6,000.00


0.00075 OH Mandor 35,000.00 26.25

6.6 1 bh Pasang Engsel Jendela Kupu-kupu 6,825.006.6.1 Bahan 2,500.00

1.000 bh Engsel jendela 2,500.00 2,500.00


6.7 1 bh Pasang Engsel Angin 23,650.006.7.1 Bahan 15,000.00

1.000 bh Engsel Angin 15,000.00 15,000.00


6.9 1 bh Pasang Kait Angin 8,251.256.9.1 Bahan 2,000.00

1.000 bh kait Angin 2,000.00 2,000.00


0.00075 OH Mandor 35,000.00 26.25

6.10 1 bh Pasang Door Closer 28,337.506.10.1 Bahan 7,500.00

1.000 bh Door Closer 7,500.00 7,500.00

6.10.2 Tenaga 20,837.500.050 OH Pekerja 25,000.00 1,250.000.500 OH Tukang Kayu 35,000.00 17,500.000.050 OH Kepala tukang 40,000.00 2,000.00

0.0025 OH Mandor 35,000.00 87.50

6.11 1 bh Pasang Kunci Selot 11,835.006.11.1 Bahan 3,500.00

1.000 bh kunci Selot 3,500.00 3,500.00


6.13 1 bh Pasang Door Stop 11,667.506.13.1 Bahan 7,500.00

1.000 bh Door Stop 7,500.00 7,500.00


0.0005 OH Mandor 35,000.00 17.50

6.14 1 bh Pasang Rel Pintu Dorong 40,005.006.14.1 Bahan 15,000.00

1.000 bh Rel pintu Dorong 15,000.00 15,000.00


0.600 OH Tukang Kayu 35,000.00 21,000.000.060 OH Kepala tukang 40,000.00 2,400.000.003 OH Mandor 35,000.00 105.00

6.15 1 bh Pasang Kunci Lemari 13,918.756.15.1 Bahan 3,500.00

1.000 bh Kunci Lemari 3,500.00 3,500.00

6.15.2 Tenaga 10,418.750.025 OH Pekerja 25,000.00 625.000.250 OH Tukang Kayu 35,000.00 8,750.000.025 OH Kepala tukang 40,000.00 1,000.00

0.00125 OH Mandor 35,000.00 43.75

6.16 1 m2 Pasang Kaca Tebal 3 mm 50,251.256.16.1 Bahan 44,000.00

1.100 m2 Kaca tebal 3 mm 40,000.00 44,000.00


0.00075 OH Mandor 35,000.00 26.25

6.17 1 m2 Pasang Kaca Tebal 5 mm 61,251.256.17.1 Bahan 55,000.00

1.100 m2 Kaca tebal 5 mm 50,000.00 55,000.00


0.00075 OH Mandor 35,000.00 26.25

6.20 1 m2 Pasang Kaca cermin Tebal 5 mm 88,751.256.20.1 Bahan 82,500.00

1.100 m2 Kaca cermin 75,000.00 82,500.00


0.00075 OH Mandor 35,000.00 26.25

10 03-3436-2002 PEKERJAAN PENUTUP LANTAI DAN DINDING

6.3 1 m2 Pasang Lantai Ubin PC Abu-abu Uk. 20 x 20 cm 39,607.506.3.1 Bahan 27,315.00

26.500 bh Ubin abu-abu 20 x 20 cm 720.00 19,080.0010.400 kg Portland Cement 675.00 7,020.000.0135 m3 Pasir pasang 90,000.00 1,215.00

6.3.2 Tenaga 12,292.500.270 OH Pekerja 25,000.00 6,750.000.130 OH Tukang batu 35,000.00 4,550.000.013 OH Kepala tukang 40,000.00 520.00

0.0135 OH Mandor 35,000.00 472.50

6.9 1 m2 Pasang Lantai Ubin Granito Uk. 40 x 40 cm 1,306,517.506.9.1 Bahan 1,295,150.00

6.930 bh Ubin granito 40 x 40 cm 185,000.00 1,282,050.009.800 kg Portland Cement 675.00 6,615.00

0.0215 m3 Pasir pasang 90,000.00 1,935.001.300 kg Semen warna 3,500.00 4,550.00

6.9.2 Tenaga 11,367.500.250 OH Pekerja 25,000.00 6,250.000.120 OH Tukang batu 35,000.00 4,200.000.012 OH Kepala tukang 40,000.00 480.00

0.0125 OH Mandor 35,000.00 437.50

6.19 1 m' Pasang Plint Ubin PC Warna Uk. 10 x 20 cm 31,020.006.19.1 Bahan 28,245.00

5.300 bh Plint ubin PC Warna 10 x 20 cm 5,000.00 26,500.00

1.200 kg Portland Cement 675.00 810.000.0030 m3 Pasir pasang 90,000.00 270.000.190 kg Semen warna 3,500.00 665.00


6.44 1 m2 Pasang Lantai Keramik 20 x 20 cm 78,911.506.44.1 Bahan 48,711.50

25.000 bh Ubin keramik 20 x 20 1,280.00 32,000.0011.380 kg Portland Cement 675.00 7,681.500.0420 m3 Pasir pasang 90,000.00 3,780.001.500 kg Semen warna 3,500.00 5,250.00


6.47 1 m2 Pasang Lantai Keramik 30 x 30 cm 80,244.806.47.1 Bahan 50,044.80

10.000 bh Ubin keramik 30 x 30 3,333.33 33,333.3011.380 kg Portland Cement 675.00 7,681.500.042 m3 Pasir pasang 90,000.00 3,780.001.500 kg Semen warna 3,500.00 5,250.00


6.56 1 m2 Pasang Lantai Parquet Jati 167,837.506.56.1 Bahan 136,800.00

1.050 m2 Parket jati 120,000.00 126,000.000.600 kg Lem Vynil 18,000.00 10,800.00

6.56.2 Tenaga 31,037.500.650 OH Pekerja 25,000.00 16,250.000.350 OH Tukang batu 35,000.00 12,250.000.035 OH Kepala tukang 40,000.00 1,400.00

0.0325 OH Mandor 35,000.00 1,137.50

6.66 1 m2 Pasang Dinding Keramik 10 x 20 cm 76,747.506.66.1 Bahan 43,147.50

50.000 bh keramik dinding 10 x 20 600.00 30,000.009.300 kg Portland Cement 675.00 6,277.500.018 m3 Pasir pasang 90,000.00 1,620.001.500 kg Semen warna 3,500.00 5,250.00


6.68 1 m2 Pasang Dinding Keramik 20 x 20 cm 69,747.506.68.1 Bahan 36,147.50

25.000 bh keramik dinding 20 x 20 920.00 23,000.009.300 kg Portland Cement 675.00 6,277.500.018 m3 Pasir pasang 90,000.00 1,620.001.500 kg Semen warna 3,500.00 5,250.00


6.73 1 m2 Pasang Dinding Batu Paros 1,155,973.636.73.1 Bahan 1,125,773.63

1.050 m2 Batu paros 65,000.00 68,250.0011.750 kg Portland Cement 90,000.00 1,057,500.000.035 m3 Pasir pasang 675.00 23.63


10 03-3436-2002 PEKERJAAN PENGECATAN

6.1 1 m2 Mengikis / Mengerok Permukaan Cat Tembok Lama 4,437.506.1.1 Bahan 600.00

0.050 kg Soda Api 12,000.00 600.00


0.0025 OH Mandor 35,000.00 87.50

6.2 1 m2 Mencuci bidang permukaan tembok yang pernah dicat 4,287.506.2.1 Bahan 450.00

0.050 kg sabun 9,000.00 450.00


0.0025 OH Mandor 35,000.00 87.50

6.3 1 m2 Mengerok karat cat lama permukaan baja dengan cara manual 4,287.506.3.1 Bahan 450.00

0.050 kg sabun 9,000.00 450.00


0.0025 OH Mandor 35,000.00 87.50

6.4 1 m2 Menyabun Permukaan tembok lama 4,287.506.4.1 Bahan 450.00

0.050 kg sabun 9,000.00 450.00


0.0025 OH Mandor 35,000.00 87.50

6.6 1 m2 Mendempul dan menggosok kayu 3,647.506.6.1 Bahan 1,120.00

0.080 kg Dempul jadi 10,000.00 800.000.020 kg Minyak cat 6,000.00 120.000.100 lbr Amplas 2,000.00 200.00

6.6.2 Tenaga 2,527.500.040 OH Pekerja 25,000.00 1,000.000.040 OH Tukang Cat 32,000.00 1,280.000.004 OH Kepala tukang 40,000.00 160.00

0.0025 OH Mandor 35,000.00 87.50

6.7 1 m2 Pengecatan bidang lama 12,412.506.7.1 Bahan 7,875.00

0.150 kg Plamir 10,000.00 1,500.000.170 kg Cat dasar 12,500.00 2,125.000.170 kg Cat penutup 25,000.00 4,250.00

6.7.2 Tenaga 4,537.500.070 OH Pekerja 25,000.00 1,750.000.075 OH Tukang Cat 32,000.00 2,400.00


6.8 1 m2 Pengecatan bidang kayu baru (1 lap.plamir) 14,990.501 lap.cat dasar & 2 lap.cat penutup

6.8.1 Bahan 12,625.000.200 kg Cat meni 12,500.00 2,500.000.150 kg plamir kayu 10,000.00 1,500.000.170 kg cat dasar 12,500.00 2,125.00

0.260 kg cat penutup 2 kali 25,000.00 6,500.00

6.8.2 Tenaga 2,365.500.070 OH Pekerja 25,000.00 1,750.000.009 OH Tukang Cat 32,000.00 288.000.006 OH Kepala tukang 40,000.00 240.00

0.0025 OH Mandor 35,000.00 87.50

6.9 1 m2 Pengecatan bidang kayu baru (1 lap.plamir) 20,232.501 lap.cat dasar & 3 lap.cat penutup

6.9.1 Bahan 14,875.000.200 kg Cat meni 12,500.00 2,500.000.150 kg plamir kayu 10,000.00 1,500.000.170 kg cat dasar 12,500.00 2,125.000.350 kg cat penutup 2 kali 25,000.00 8,750.00


0.0025 OH Mandor 35,000.00 87.50

6.10 1 m2 Pelaburan Bidang kayu dengan teak Oil 12,463.506.10.1 Bahan 6,840.00

0.360 ltr Teak Oil 19,000.00 6,840.00

6.10.2 Tenaga 5,623.500.040 OH Pekerja 25,000.00 1,000.000.063 OH Tukang Cat 32,000.00 2,016.000.063 OH Kepala tukang 40,000.00 2,520.00

0.0025 OH Mandor 35,000.00 87.50

6.11 1 m2 Pelaburan bidang kayu dengan politur 18,315.506.11.1 Bahan 13,918.00

0.150 ltr politur 19,000.00 2,850.000.372 ltr Politur jadi 19,000.00 7,068.002.000 lbr Ampelas 2,000.00 4,000.00


0.0025 OH Mandor 35,000.00 87.50

6.12 1 m2 Pelaburan bidang kayu dengan cat residu dan ter 3,541.256.12.1 Bahan 831.25

0.350 ltr Residu atau ter 2,375.00 831.25

6.12.2 Tenaga 2,710.000.100 OH Pekerja 25,000.00 2,500.000.006 OH Mandor 35,000.00 210.00

6.13 1 m2 Pelaburan bidang kayu dengan vernis 13,412.506.13.1 Bahan 3,565.00

0.150 ltr vernis 19,000.00 2,850.000.050 kg Dempul 10,000.00 500.000.100 lbr Ampelas 2,000.00 200.000.010 bh Kuas 1,500.00 15.00


0.0025 OH Mandor 35,000.00 87.50

6.14 1 m2 Pengecat tembok baru (1 lap.plamir, 16,915.501 lap.cat dasar & 2 lap.cat penutup)

6.14.1 Bahan 14,060.000.100 kg plamir tembok 8,500.00 850.000.100 kg cat dasar 6,000.00 600.000.260 kg cat penutup 2 kali 48,500.00 12,610.00

6.14.2 Tenaga 2,855.500.020 OH Pekerja 25,000.00 500.000.063 OH Tukang Cat 32,000.00 2,016.00

0.0063 OH Kepala tukang 40,000.00 252.00

0.0025 OH Mandor 35,000.00 87.50

6.15 1 m2 Pengecat tembok lama (1 lap.plamir, 2 lap. Cat penutup) 11,629.506.15.1 Bahan 9,330.00

0.100 kg cat dasar 6,000.00 600.000.180 kg cat penutup 2 kali 48,500.00 8,730.00



6.20 1 m2 Pengecat permukaan baja dengan meni besi 8,755.006.20.1 Bahan 1,425.00

0.100 kg meni besi 12,500.00 1,250.000.010 kg Perekat / lem 17,500.00 175.00



6.21 1 m2 Pengecat permukaan baja dengan meni besi dan perancah 17,037.506.21.1 Bahan 2,425.00

0.100 kg meni besi 12,500.00 1,250.000.010 kg Perekat / lem 17,500.00 175.000.002 m3 Perancah kayu 500,000.00 1,000.00



6.24 1 m2 Pengecat permukaan baja lapis seng (Galvanis) Secara 62,880.00

6.24.1 Bahan 5,780.000.110 kg Cat dasar 12,500.00 1,375.000.170 kg Cat antara 12,500.00 2,125.000.080 kg Cat penutup 28,500.00 2,280.00


0.3000 OH Kepala tukang 40,000.00 12,000.000.2000 OH Mandor 35,000.00 7,000.00

ANALISA HASIL PERHITUNGAN SENDIRI

1 Unit Pekerjaan Septictank (ST-1) 1,827,224.78Bahan

5.8685 m3 Galian tanah 10,400.00 61,032.400.3990 m3 Urugan pasir 79,100.00 31,560.900.5985 m3 Anstamping 190,125.00 113,789.8117.95 m2 Pas. Bata merah 1:3 tebal 1/2 bata 38,924.75 698,699.2617.95 m2 Plesteran 1:3 16,784.00 301,272.800.572 m3 Cor beton campuran 1:2:3 362,275.00 207,221.3033.80 kg Berat besi tulangan 6,853.50 231,648.30

1 set Pipa + Asesoris 180,000.00 180,000.001 bh Handle bak kontrol 2,000.00 2,000.00

1 Unit Pekerjaan Septictank Sederhana Burput (ST-2) 956,656.22Bahan

4 m' 64,000.00 256,000.000.0785 m3 Urugan pasir 79,100.00 6,209.350.0393 m3 Rabat beton 1:3:5 362,275.00 14,237.4112.56 m2 Plesteran 1:3 16,784.00 210,807.04

0.1539 m3 Cor beton campuran 1:2:3 362,275.00 55,754.1233.80 kg Berat besi tulangan 6,853.50 231,648.30

manual sistem 3 lapis. Cat konvensional dg tebal 200 µm

Pengadaan buis beton Ø 70 cm + pasang

1 set Pipa + Asesoris 180,000.00 180,000.001 bh Handle bak kontrol 2,000.00 2,000.00

1 m2 Pasang paving abu-abu / warna tanpa speci 51,200.00Bahan 39,000.00

1.00 m2 Paving 30,000.00 30,000.000.10 m3 Pasir pasang 90,000.00 9,000.00

Tenaga 12,200.000.40 OH Pekerja 25,000.00 10,000.000.02 OH Mandor 35,000.00 700.000.02 OH Kepala Tukang 40,000.00 800.000.02 OH Tukang batu 35,000.00 700.00

1 m' Pasangan Kansteen Beton 91,965.87Bahan 23,262.00

0.03 m3 Galian tanah 10,400.00 312.000.0075 m3 Pasir urug 60,000.00 450.00

1.00 m' Kansteen beton 22,500.00 22,500.00

Tenaga 68,703.870.30 OH Pekerja 25,000.00 7,500.00

1 m' Pasangan Got U-20 43,101.94Bahan 18,101.94

0.0060 m3 Pasangan Bata 1:3 350,322.75 2,101.941.000 m3 Got U-20 16,000.00 16,000.00


1 m' Pasangan Got U-30 53,101.94Bahan 28,101.94

0.0060 m3 Pasangan Bata 1:3 350,322.75 2,101.941.000 m3 Got U-30 26,000.00 26,000.00


1 m3 Bongkaran beton bertulang / dinding batu bata 171,392.50Tenaga 171,392.50

6.667 OH Pekerja 25,000.00 166,675.000.033 OH Mandor 35,000.00 1,155.00

1 m2 Membongkar plesteran dinding 3,562.50Tenaga 3,562.50

0.125 OH Pekerja 25,000.00 3,125.000.0125 OH Mandor 35,000.00 437.50

DAFTAR UPAH PEKERJA

No Jenis Upah Satuan Harga Satuan

Rp1 Pekerja Hari 25,000.002 Mandor Hari 35,000.003 Tukang Listrik Hari 35,000.004 Tukang Kayu Hari 35,000.005 Kepala Tukang kayu Hari 40,000.006 Tukang Batu Hari 35,000.007 Kepala Tukang Batu Hari 40,000.008 Tukang besi Hari 35,000.009 Kepala tukang besi Hari 40,000.00

10 Tukang Cat Hari 32,000.0011 Kepala Tukang Cat Hari 40,000.0012 Tukang Plitur Hari 32,500.0013 Tukang Jalan Hari 30,000.0014 Tukang gali Hari 22,500.0015 Tukang Ledeng Hari 30,000.0016 Kepala Tukang Ledeng Hari 40,000.0017 Tukang Las Hari 30,000.0018 Kepala Tukang Las Hari 40,000.00

DAFTAR HARGA BAHAN

No Bahan Satuan Harga Satuan

Rp1 Batu kali

Bulat utuh m3 110,000.00Bulat belah m3 115,000.00Pecah 10/15 m3 125,000.00Pecah 5/7 m3 145,000.00Pecah 3/5 m3 150,000.00

2 Kerikil Timbun m3 65,000.00Sawur / koral m3 80,000.00Beton 0.5/1 m3 180,000.00Beton 1/2 m3 160,000.00Beton 2/3 m3 140,000.00Biasa m3 120,000.00tras giling m3 200,000.00

3 Batu Bata bh 225.004 Pasir urug m3 60,000.00

Pasir pasang m3 90,000.00Pasir beton m3 120,000.00

5 Tanah padas m3 55,000.00Tanah liat m3 40,000.00

6 Kapur pasang m3 115,000.00Kapur semen merah m3 95,000.00

7 Portland cement Holcim 40 kg kg 750.00Holcim 50 kg kg 660.00Cibinong 40 kg kg 687.50Cibinong 50 kg kg 686.00Semen putih 40 kg kg 1,125.00Semen putih 50 kg kg 1,100.00Semen warna kg 3,500.00

8 Sirap (100 lbr) pak 135,000.009 Genteng beton

Genteng beton warna standard bh 2,000.00Genteng beton warna spesial bh 2,400.00Genteng beton warna khusus bh 2,900.00Kerpus beton warna standard bh 2,500.00Kerpus beton warna spesial bh 3,500.00Kerpus beton warna khusus bh 4,900.00

10 Genteng tanah liat Vlaam bh 770.00Kodok bh 800.00Kodok glasur bh 1,800.00Nok kerpus kodok bh 1,550.00Nok kerpus kodok glasur bh 2,500.00Plentong super besar bh 2,600.00Nok kerpus plentong super bh 4,000.00

11 Genteng kaca Vlaam tebal 2mm bh 3,500.00Vlaam tebal 3mm bh 4,500.00

Kodok tebal 2mm bh 4,000.00Kodok tebal 3mm bh 4,500.00

12 Asbes Gelombang besar 200 cm x 102 cm x 5 mm bh 52,000.00250 cm x 102 cm x 5 mm bh 68,000.00225 cm x 102 cm x 5 mm bh 56,250.00200 cm x 102 cm x 6 mm bh 61,500.00225 cm x 102 cm x 6 mm bh 67,500.00250 cm x 102 cm x 6 mm bh 72,250.00

13 Asbes Gelombang kecil 150 cm x 105 cm x 4 mm bh 25,000.00180 cm x 105 cm x 4 mm bh 30,000.00210 cm x 105 cm x 4 mm bh 35,000.00240 cm x 105 cm x 4 mm bh 40,000.00270 cm x 105 cm x 4 mm bh 58,500.00300 cm x 105 cm x 4 mm bh 49,000.00

14 Asbes Plat 100 cm x 100 cm x 3 mm bh 10,000.00100 cm x 100 cm x 4 mm bh 14,250.0050 cm x 200 cm x 3 mm bh 10,000.0040 cm x 200 cm x 3 mm bh 8,000.00

15 Jabes Nok kerpus genteng bh 17,000.00stel besar bh 39,750.00paten besar bh 35,800.00

16 Nokstel gelombang harflex stel besar bh 41,500.00paten besar bh 17,300.00plat besar bh 49,000.00

17 Fibre glass (Jabes) 180 x 92 cm bh 27,000.00200 x 92 cm bh 31,000.00250 x 92 cm bh 38,000.00180 x 105 cm bh 30,000.00200 x 105cm bh 35,000.00250 x 105 cm bh 43,750.00

18 Seng Plat BJLS 0,18 lebar 55 cm m' 11,000.00BJLS 0,20 lebar 55 cm m' 12,500.00BJLS 0,28 lebar 55 cm m' 14,000.00BJLS 0,30 lebar 55 cm m' 16,500.00

19 Seng Gelombang BJLS 0,18 lebar 180 cm lbr 22,000.00BJLS 0,20 lebar 180 cm lbr 27,000.00BJLS 0,30 lebar 180 cm lbr 39,000.00BJLS 0,40 lebar 180 cm lbr 51,000.00

20 Kayu Jati papan m3 12,000,000.00Kayu jati balok / pesagen m3 9,500,000.00

21 Kayu kamper papan Kayu kamper balok / pesagen

22 Kayu kruing papan Kayu kruing balok / pesagen

23 Kayu meranti papan Kayu meranti balok / pesagen

24 Kayu Lanan papan Kayu Lanan Balok / Pesagen

3000033000

DAFTAR HARGA BAHAN

No Bahan Satuan Harga Satuan

Rp1 Kayu Dolken diameter 8 - 10 / 400 cm btg 12,000.00 2 Portland Cement kg 675.00 3 Seng Gelombang 3" - 5 " Lbr 39,000.00 4 Pasir Beton m3 120,000.00 5 Koral Beton m3 120,000.00 6 Kayu 5/7 x 4 m kayu kruing m3 58,800.00 7 Paku Biasa 2" - 5" (1/2" - 1") kg 7,500.00 8 Meni besi kg 12,500.00 9 Kayu papan 3/20 Kruing m3 4,200,000.00

10 Kayu kamper m3 750,000.0011 Besi strip kg 9,200.00 12 Pasir pasang m3 90,000.00 13 Batu bata merah bh 200.00 14 Seng plat lbr 11,000.00 15 jendela Naco bh 5,500.00 16 Kaca Polos m2 40,000.00 17 Kunci tanam khusus bh 35,000.00 18 Engsel bh 2,500.00 19 Plywood 4 mm lbr 64,000.00 20 Bambu Diameter 6 - 8 / 600 cm btg 7,000.0021 Tali ijuk kg 5,000.0022 Pasir urug m3 60,000.0023 Kapur padam m3 115,000.00 24 Tanah liat m3 40,000.00 25 Ijuk m3 125,000.00 26 Sirtu m3 80,000.00 27 Batu belah 15/20 m3 115,000.00 28 Kapur pasang m3 115,000.0029 Besi beton kg 6,000.0030 Kawat Beton kg 7,500.0031 kayu kaso 5/7 m3 24,500.0032 minyak bekesting ltr 18,000.0033 Plamur Tembok kg 8,500.0034 kayu jati balok m3 9,500,000.0035 kayu kamper papan m3 4,750,000.0036 kayu jati papan m3 12,000,000.0037 lem kayu ltr 18,000.0038 Plywood 4" x 3" x 4mm lbr 64,000.0039 teakwood 4" x 8 " x 4 mm lbr 64,000.0040 Formika 4" x 3" (untuk pintu) lbr 42,000.0041 kayu kamfer balok m3 4,500,000.0042 Paku sekrup 3,5" kg 14,000.0043 Besi presstred polos kg 14,000.0044 besi jaring kawat baja kg 13,000.0045 kayu terentang m3 500,000.0046 balok kayu m3 4,200,000.00

47 plywood tebal 9 mm lbr 136,000.0048 Balok kayu borneo m3 750,000.0049 Formite/penjaga jarak/spacer (alat bantu) bh 5,000.0050 Kayu albasia m3 500,000.0051 Genteng plentong bh 800.0052 Genteng kodok / glasur bh 1,800.0053 Genteng plentong super / besar bh 2,600.0054 Genteng bubung plentong bh 1,550.0055 Genteng bubung kodok / glasur bh 2,500.0056 Genteng bubung plentong besar bh 4,000.0057 Paku pancing 60 x 230 kg 11,000.0058 Asbes Gelombang lbr 56,250.0059 Genteng beton standard bh 2,000.0060 Genteng sirap lbr 1,350.0061 Nok genteng beton bh 2,500.0062 Semen warna kg 3,500.0063 seng plat 3" x 6" BJLS 28 lbr 14,000.0064 kayu kamfer papan tebal 6 cm m3 114,000.0065 Allumunium foil / Sisalation m2 4,500.0066 Plat asbes tebal 6 mm lbr 90,000.0067 Akustik Uk. 30 x 30 cm lbr 3,000.0068 Plywood 4" x 8" x 4 mm dan 6 mm lbr 64,000.0069 Softboard 4" x 8" x 4 mm m3 90,000.0070 list kayu profil m 3,700.0071 Asbes 1 x 1 m untuk plafond lbr 10,000.0072 gypsumboard lbr 45,000.0073 Klosed duduk / mono blok bh 270,000.0074 Klosed Jongkok bh 80,000.0075 Urinoir bh 275,000.0076 wastafel meja oval bh 400,000.0077 Porselen 11 x 11 cm bh 191.9278 Semen nat kg 3,500.0079 Pipa beton D15 - 20 cm bh 16,000.0080 Pipa beton D30 - 100 cm bh 26,000.0081 pipa galvanis D3/4" m' 26,000.0082 pipa galvanis D3" m' 35,500.0083 pipa galvanis D4" m' 54,166.6784 pipa PVC D1/2" m' 3,875.0085 pipa PVC D2" m' 9,166.6786 pipa PVC D3" m' 20,000.0087 Bak cuci stainles steel bh 130,000.0088 Water drain dan Assesoris set 130,000.0089 kran air 1/2" dan 3/4" bh 6,000.0090 Seal tape set 600.0091 Floor drain bh 5,000.0092 Besi Profil WF kg 5,500.0093 Pintu besi baja m2 250,000.0094 Pintu lipat besi m2 250,000.0095 Roll Door m2 145,000.0096 pintu alumunium m2 190,000.00

97 besi strip 2 x 3 m' 10,883.3398 Kawat harmonika m2 19,000.0099 Kawat nyamuk nylon m2 9,000.00

100 Flincote / meni besi kg 12,500.00101 kunci tanam biasa bh 30,000.00102 Kunci Selinder bh 35,000.00103 Engsel Pintu bh 6,000.00104 Engsel jendela bh 2,500.00105 Engsel Angin bh 15,000.00106 kait Angin bh 2,000.00107 Door Closer bh 7,500.00108 kunci Selot bh 3,500.00109 Door Stop bh 7,500.00110 Rel pintu Dorong bh 15,000.00111 Kunci Lemari bh 3,500.00112 Kaca tebal 3 mm m2 40,000.00113 Kaca tebal 5 mm m2 50,000.00114 Kaca cermin m2 75,000.00115 Ubin abu-abu 20 x 20 cm bh 720.00116 Ubin granito 40 x 40 cm bh 185,000.00117 Plint ubin PC Warna 10 x 20 cm bh 5,000.00118 Ubin keramik 20 x 20 bh 1,280.00119 Ubin keramik 30 x 30 bh 3,333.33120 Parket jati m2 120,000.00121 Lem Vynil kg 18,000.00122 keramik dinding 10 x 20 bh 600.00123 keramik dinding 20 x 20 bh 920.00124 Batu paros m2 65,000.00125 Soda Api kg 12,000.00126 sabun kg 9,000.00127 Dempul jadi kg 10,000.00128 Minyak cat kg 6,000.00129 Amplas lbr 2,000.00130 cat dasar besi kg 12,500.00131 Cat dasar kayu kg 12,500.00132 cat dasar tembok kg 6,000.00133 Cat penutup tembok kg 48,500.00134 Cat penutup kayu kg 25,000.00135 cat penutup besi kg 28,500.00136 Cat meni kayu kg 12,500.00137 plamir kayu kg 10,000.00138 Teak Oil ltr 19,000.00139 politur ltr 19,000.00140 Residu atau ter ltr 2,375.00141 vernis ltr 19,000.00142 Kuas bh 1,500.00143 Perekat / lem kg 17,500.00144 Perancah kayu m3 500,000.00145 Paving m2 30,000.00146 Kansteen beton m' 22,500.00

147 Got U-20 m3 16,000.00148 Got U-30 m3 26,000.00149 Pipa + Asesoris set 180,000.00150 Handle bak kontrol bh 2,000.00

NO. URAIAN PEKERJAAN SATUANHARGA SATUAN

(Rp)

123456789

101112131415161718192021222324252627282930313233343536373839404142434445

46474849505152535455565758596061626364656667686970

HARGA JUMLAH TOTALNO. URAIAN PEKERJAAN VOL SAT SATUAN HARGA

( Rp ) ( Rp ) ( Rp )I. PEKERJAAN PERSIAPAN

1 Pembersihan Lapangan 126.00 m2 2,000.00 252,000.002 Pengukuran dan Bowplank 49.00 m' 8,500.00 416,500.003 Papan Nama Proyek 0.96 m2 400,000.00 384,000.004 Barak Kerja 12.00 m2 100,000.00 1,200,000.00

Sub Total I 2,252,500.00II. PEKERJAAN TANAH DAN PONDASI

1 Galian Tanah Pondasi 62.00 m3 11,400.00 706,800.002 Urugan Tanah Dipadatkan 34.10 m3 19,715.00 672,281.503 Perataan dan Pemadatan Tanah 118.00 m2 8,000.00 944,000.004 Urugan Pasir bawah Pondasi 2.48 m3 0.00 0.005 Aanstamping 7.44 m3 0.00 0.006 Pondasi Batu Belah 21.70 m3 0.00 0.007 Urugan Tanah Kembali Pondasi 27.90 m3 5,465.00 152,473.50

Sub Total II 2,475,555.00III. PEK. BETON BERTULANG

1 Sloof 15/20 1.69 m3 0.00 0.002 Kolom Praktis 15/15 1.58 m3 0.00 0.003 Kolom Teras 0.63 m3 0.00 0.004 Ring Balk & Ring Gunungan 15/20 2.59 m3 0.00 0.005 Kuda-kuda Beton & Balok Latiu 15/20 2.54 m3 0.00 0.006 Topi-topi Cor Beton Tebal 10 cm 0.45 m3 0.00 0.00

Sub Total III 0.00IV. PEK. PASANG BATA/ PLESTERAN

1 Pasangan Trasram Batu Bata 1 : 4 17.00 m2 0.00 0.002 Pasangan Batu Bata 1 : 6 143.00 m2 0.00 0.003 Rollag Bata 9.00 m' 0.00 0.004 Plesteran Trasram 1 : 4 34.00 m2 0.00 0.005 Plesteran 1 : 6 293.15 m2 0.00 0.006 Sponengan 146.00 m' 0.00 0.00

Sub Total IV 0.00V. PEK. KOSEN, DAUN PINTU & JENDELA

1 Pas. Kosen K. Bengkirai 6/15 0.27 m3 0.00 0.002 Pas. Daun Pintu Panil K. Kamper 7.48 m2 0.00 0.003 Pas. Daun Jendela Kaca 5 mm Rgk. K. Kan 1.75 m2 0.00 0.004 Pas. Pintu PVC KM 1.00 bh 250,000.00 250,000.005 Pas. Handel & Kunci Pintu Utama 1.00 unit 350,000.00 350,000.006 Pas. Kunci Tanam Pintu Ruang 3.00 bh 90,000.00 270,000.007 Pas. Grendel Tanam/Espangolet P. Utama 1.00 bh 75,000.00 75,000.008 Pas. Engsel Pintu 15.00 bh 15,000.00 225,000.009 Pas. Engsel Jendela 4.00 bh 10,000.00 40,000.0010 Pas. Grendel Jendela 2.00 bh 10,000.00 20,000.0011 Pas. Kait Angin Jendela 4.00 bh 12,500.00 50,000.00

Sub Total V 1,280,000.00VI. PEKERJAAN ATAP

1 Nok, Gording dan Murplat 8/12 0.71 m3 0.00 0.002 Pas. Usuk 5/7 dan Reng 2/3 Kruing 161.00 m2 0.00 0.003 Pas. Papan Reuter 2/20 Kruing 16.00 m' 0.00 0.004 Pas. Listplank 2/20 Bengkirai 60.00 m' 0.00 0.005 Pas. Genteng Beton 161.00 m2 0.00 0.006 Pas. Bubungan Genteng Beton 16.00 m' 0.00 0.00

Sub Total VI 0.00

VII. PEK. PAS. KERAMIK LANTAI & DINDING1 Urugan Pasir Bawah Lantai 4.10 m3 0.00 0.002 Pas. Keramik Ruang Dalam 30/30 Putih 75.00 m2 0.00 0.003 Pas. Keramik 30/30 Motif Teras Dpn 6.00 m2 0.00 0.004 Pas. Plint Kaca Rayband 8/60 R. Dalam 57.00 m' 15,000.00 855,000.005 Pas. Keramik Lantai KM 20/20 2.00 m2 0.00 0.006 Pas. Keramik Dinding KM 20/25 11.00 m2 0.00 0.007 Pas. List Border Keramik 5/20 Dinding KM 5.70 m' 45,500.00 259,350.00

Sub Total VII 1,114,350.00VIII. PEK. PLAFOND & INSTALASI LISTRIK

1 Pas. Plafond Eternit 100x100 Rgk K. Mrant 130.00 m2 0.00 0.002 Pas. List Plafond Kayu Profil 3 cm 140.00 m' 6,750.00 945,000.003 Pas. Sambungan Listrik Baru 900 KVA 1.00 Samb 1,750,000.00 1,750,000.004 Instalasi Titik Lampu 10.00 titik 70,000.00 700,000.005 Instalasi Titik Stop Kontak 2.00 titik 70,000.00 140,000.006 Pas. Fuse Box dan MCB Group 1.00 bh 150,000.00 150,000.007 Pas. Saklar Tunggal 3.00 bh 15,000.00 45,000.008 Pas. Saklar Double 2.00 bh 17,500.00 35,000.009 Pas. Stop Kontak 2.00 bh 15,000.00 30,000.0010 Pas. Lampu TL 20 W+ Armateur 5.00 bh 90,000.00 450,000.0011 Pas. Lampu SL 15 W 5.00 bh 30,000.00 150,000.00

Sub Total VIII 4,395,000.00IX. PEKERJAAN SANITAIR

1 Pas. Closet Jongkok 1.00 bh 150,000.00 150,000.002 Pas. Kran Air 3/4" 1.00 bh 25,000.00 25,000.003 Floor Drain 1.00 bh 15,000.00 15,000.004 Tempat Sabun / Shampo 1.00 bh 45,000.00 45,000.005 Pas. Bak Mandi 60 x 60 Fiber 1.00 bh 300,000.00 300,000.00

Sub Total IX 535,000.00X. PEKERJAAN SALURAN AIR

1 Sal. Air Kotor Pipa PVC 3" 8.00 m' 25,000.00 200,000.002 Sal. Air Kotor WC PVC 4" 8.00 m' 35,000.00 280,000.003 Sal. Air Bersih Pipa PVC 3/4" 18.00 m' 7,500.00 135,000.004 Septictank & Peresapan 1.00 unit 2,000,000.00 2,000,000.00

Sub Total X 2,615,000.00XI. PEKERJAAN CAT

1 Cat Tembok Exterior 72.00 m2 0.00 0.002 Cat Tembok Interior 197.15 m2 0.00 0.003 Cat Plafond 130.00 m2 0.00 0.004 Cat Kusen, Daun Pintu/Jendela 13.76 m2 0.00 0.005 Cat Kayu Listplank 15.00 m2 0.00 0.00

Sub Total XI 0.00XII. PEKERJAAN LAIN-LAIN

1 Pas. Glass Block 20/20 36.00 bh 17,500.00 630,000.002 Kamprat Dinding 27.80 m2 12,500.00 347,500.003 Pos Penjagaan 1.00 Unit 11,152,000.00 11,152,000.004 Meubeler ( 1 meja dan 2 kursi ) 20.00 Unit 400,000.00 8,000,000.00

Sub Total XII 20,129,500.00

Jumlah Total 34,796,905.00

I. PEKERJAAN PERSIAPAN Rp. 2,252,500.00II. PEKERJAAN TANAH DAN PONDASI Rp. 2,475,555.00III. PEK. BETON BERTULANG Rp. 0.00IV. PEK. PASANG BATA/ PLESTERAN Rp. 0.00V. PEK. KOSEN, DAUN PINTU & JENDELA Rp. 1,280,000.00VI. PEKERJAAN ATAP Rp. 0.00VII. PEK. PAS. KERAMIK LANTAI & DINDING Rp. 1,114,350.00VIII. PEK. PLAFOND & INSTALASI LISTRIK Rp. 4,395,000.00IX. PEKERJAAN SANITAIR Rp. 535,000.00X. PEKERJAAN SALURAN AIR Rp. 2,615,000.00XI. PEKERJAAN CAT Rp. 0.00XII. PEKERJAAN LAIN-LAIN Rp. 20,129,500.00

Jumlah Harga (termasuk Biaya Umum + Keuntungan) Rp. 34,796,905.00PPN 10 % Rp. 3,479,690.50Jumlah Semua Harga Kontrak Rp. 38,276,595.50Dibulatkan Rp. 38,276,000.00

Terbilang : # Seratus Lima Puluh Satu Juta Rupiah #

RAB TIPE 36

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Transcript of RAB TIPE 36