ANALISA BIAYA KONSTRUKSI PEKERJAAN PERSIAPAN PA 6.1. 1 m' Pagar Sementara dari kayu tinggi 2 meter 6.1.1. Bahan - Kayu Laut/Dolken 1.250 Btg x Rp 19,250 = Rp - Semen Portland 2.500 Kg x Rp 1,300 = Rp - Pasir Beton 0.005 M3 x Rp 87,800 = Rp - Koral Beton 0.009 M3 x Rp 170,900 = Rp - Kayu 5/7 0.038 M3 x Rp 3,107,500 = Rp - Paku Biasa 2" - 5" 0.060 Kg x Rp 14,520 = Rp - Residu/colter 0.400 Lt x Rp 6,530 = Rp Jumlah (1) = Rp 6.1.2. Tenaga - Tukang kayu 0.200 Oh x Rp 130,000 = Rp - Pekerja 0.400 Oh x Rp 100,000 = Rp - Kepala tukang 0.020 Oh x Rp 150,000 = Rp - Mandor 0.020 Oh x Rp 130,000 = Rp Jumlah (2) = Rp Jumlah (1) + (2) = Rp PA 6.2. 1 m' Pagar sementara dari seng gelombang tinggi 2 meter 6.2.1. Bahan - Kayu Laut/Dolken 1.250 Btg x Rp 19,250 = Rp - Semen Portland 2.500 Kg x Rp 1,300 = Rp - Seng Gelombang 1.200 Lbr x Rp 59,640 = Rp - Pasir beton 0.005 M3 x Rp 87,800 = Rp - Koral beton 0.009 M3 x Rp 170,900 = Rp - Kayu 5/7 0.012 M3 x Rp 3,107,500 = Rp - Paku biasa 2" - 0.060 Kg x Rp 14,520 = Rp - Meni besi 0.450 Kg x Rp 25,410 = Rp Jumlah (1) = Rp 6.2.2. Tenaga - Tukang kayu 0.200 Oh x Rp 130,000 = Rp - Pekerja 0.400 Oh x Rp 100,000 = Rp - Kepala tukang 0.020 Oh x Rp 150,000 = Rp - Mandor 0.020 Oh x Rp 130,000 = Rp Jumlah (2) = Rp Jumlah (1) + (2) = Rp
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ANALISA BIAYA KONSTRUKSIPEKERJAAN PERSIAPAN
PA 6.1. 1 m' Pagar Sementara dari kayu tinggi 2 meter
6.1.1. Bahan- Kayu Laut/Dolken 1.250 Btg x Rp 19,250 = Rp 24,062.50- Semen Portland 2.500 Kg x Rp 1,300 = Rp 3,250.00- Pasir Beton 0.005 M3 x Rp 87,800 = Rp 439.00- Koral Beton 0.009 M3 x Rp 170,900 = Rp 1,538.10- Kayu 5/7 0.038 M3 x Rp 3,107,500 = Rp 118,085.00- Paku Biasa 2" - 5" 0.060 Kg x Rp 14,520 = Rp 871.20- Residu/colter 0.400 Lt x Rp 6,530 = Rp 2,612.00
Jumlah (1) = Rp 150,857.80
6.1.2. Tenaga- Tukang kayu 0.200 Oh x Rp 130,000 = Rp 26,000.00- Pekerja 0.400 Oh x Rp 100,000 = Rp 40,000.00- Kepala tukang 0.020 Oh x Rp 150,000 = Rp 3,000.00- Mandor 0.020 Oh x Rp 130,000 = Rp 2,600.00
Jumlah (2) = Rp 71,600.00Jumlah (1) + (2) = Rp 222,457.80
PA 6.2. 1 m' Pagar sementara dari seng gelombang tinggi 2 meter
6.2.1. Bahan- Kayu Laut/Dolken 1.250 Btg x Rp 19,250 = Rp 24,062.50- Semen Portland 2.500 Kg x Rp 1,300 = Rp 3,250.00- Seng Gelombang 1.200 Lbr x Rp 59,640 = Rp 71,568.00- Pasir beton 0.005 M3 x Rp 87,800 = Rp 439.00- Koral beton 0.009 M3 x Rp 170,900 = Rp 1,538.10- Kayu 5/7 0.012 M3 x Rp 3,107,500 = Rp 37,290.00- Paku biasa 2" - 5" 0.060 Kg x Rp 14,520 = Rp 871.20- Meni besi 0.450 Kg x Rp 25,410 = Rp 11,434.50
Jumlah (1) = Rp 150,453.30
6.2.2. Tenaga- Tukang kayu 0.200 Oh x Rp 130,000 = Rp 26,000.00- Pekerja 0.400 Oh x Rp 100,000 = Rp 40,000.00- Kepala tukang 0.020 Oh x Rp 150,000 = Rp 3,000.00- Mandor 0.020 Oh x Rp 130,000 = Rp 2,600.00
Jumlah (2) = Rp 71,600.00Jumlah (1) + (2) = Rp 222,053.30
PA 6.3 1 M' Pagar sementara dari kawat duri tinggi 1,8 meter
6.3.1. Bahan- Kayu Laut/Dolken 1.000 Btg x Rp 19,250 = Rp 19,250.00- Semen Portland 2.000 Kg x Rp 1,300 = Rp 2,600.00- Kawat duri 1.625 Kg x Rp 4,030 = Rp 6,548.75- Pasir beton 0.005 M3 x Rp 87,800 = Rp 439.00- Koral beton 0.009 M3 x Rp 170,900 = Rp 1,538.10- Paku biasa 2" - 5" 0.060 Kg x Rp 14,520 = Rp 871.20
Jumlah (1) = Rp 31,247.05
6.3.2. Tenaga- Tukang kayu 0.200 Oh x Rp 130,000 = Rp 26,000.00- Pekerja 0.400 Oh x Rp 100,000 = Rp 40,000.00- Kepala tukang 0.020 Oh x Rp 150,000 = Rp 3,000.00- Mandor 0.020 Oh x Rp 130,000 = Rp 2,600.00
Jumlah (2) = Rp 71,600.00Jumlah (1) + (2) = Rp 102,847.05
PA 6.4 Pengukuran dan Pemasangan bouplank
6.4.1. Bahan- Kayu 5/7 0.012 M3 x Rp 3,107,500 = Rp 37,290.00- Paku biasa 2" - 5" 0.020 Kg x Rp 14,520 = Rp 290.40- Kayu papan 3/20 0.007 M3 x Rp 3,107,500 = Rp 21,752.50
Jumlah (1) = Rp 59,332.90
6.4.2. Tenaga- Tukang kayu 0.100 Oh x Rp 130,000 = Rp 13,000.00- Pekerja 0.100 Oh x Rp 100,000 = Rp 10,000.00- Kepala tukang 0.010 Oh x Rp 150,000 = Rp 1,500.00- Mandor 0.005 Oh x Rp 130,000 = Rp 650.00
Jumlah (2) = Rp 25,150.00Jumlah (1) + (2) = Rp 84,482.90
PA 6.5 1 m2 Pembuatan Kantor Sementara dengan Lantai Plesteran
6.5.1. Bahan- Kayu Laut/Dolken 1.250 Btg x Rp 19,250 = Rp 24,062.50- Kayu 0.180 M3 x Rp 37,400 = Rp 6,732.00- Batu Belah/Kali 15 - 20 cm 0.850 Kg x Rp 125,900 = Rp 138,490.00- Besi Strip 1.100 Kg x Rp 87,800 = Rp 3,073,000.00- Semen Portland 35.000 Kg x Rp 1,300 = Rp 195.00- Pasir pasang 0.150 M3 x Rp 150,200 = Rp 15,020.00- Pasir beton 0.100 M3 x Rp 165,200 = Rp 24,780.00- Koral beton 0.150 M3 x Rp 185,900 = Rp 5,577,000.00- Bata merah 30.000 Bh x Rp 64,400 = Rp 16,100.00- Seng plat 0.250 Lbr x Rp 4,180 = Rp 8,360.00- Jendela nako 2.000 Bh x Rp 13,590 = Rp 1,087.20- Kaca polos 0.080 M2 x Rp 145,200 = Rp 21,780.00- Kunci tanam 0.150 Bh x Rp 170,900 = Rp 10,254.00- Plywood 4 mm 0.060 Lbr x Rp 202,700 = Rp 0.00
Jumlah (1) = Rp 8,916,860.706.5.2. Tenaga
- Tukang kayu 2.000 Oh x Rp 130,000 = Rp 260,000.00
- Tukang batu 1.000 Oh x Rp 130,000 = Rp 130,000.00- Pekerja 2.000 Oh x Rp 100,000 = Rp 200,000.00- Kepala tukang 0.300 Oh x Rp 150,000 = Rp 45,000.00- Mandor 0.050 Oh x Rp 130,000 = Rp 6,500.00
Jumlah (2) = Rp 641,500.00Jumlah (1) + (2) = Rp 9,558,360.70
PA 6.6. 1 M² Pembuatan gudang semen dan alat - alat
6.6.1. Bahan- Kayu Laut/Dolken 1.700 Btg x Rp 19,250 = Rp 32,725.00- Kayu 0.210 M3 x Rp 37,400 = Rp 7,854.00- Paku biasa 0.300 Kg x Rp 125,900 = Rp 37,770.00- Semen Portland 10.500 Kg x Rp 1,300 = Rp 13,650.00- Pasir beton 0.030 M3 x Rp 165,200 = Rp 4,956.00- Koral beton 0.050 M3 x Rp 185,900 = Rp 9,295.00- Seng gelombang bjls 20 - 7" 1.500 Lbr x Rp 59,640 = Rp 89,460.00
Jumlah (1) = Rp 195,710.00
6.2.2. Tenaga- Tukang kayu 0.200 Oh x Rp 130,000 = Rp 26,000.00- Pekerja 0.400 Oh x Rp 100,000 = Rp 40,000.00- Kepala tukang 0.020 Oh x Rp 150,000 = Rp 3,000.00- Mandor 0.020 Oh x Rp 130,000 = Rp 2,600.00
Jumlah (2) = Rp 71,600.00Jumlah (1) + (2) = Rp 267,310.00
PA 6.7 1m² Pembuatan rumah jaga / kontruksi kayu
6.7.1 Bahan - Kayu Laut/Dolken 3.000 Btg x Rp 19,250 = Rp 57,750.00- Kayu 0.276 M³ x Rp 37,400 = Rp 10,322.40- Paku biasa 0.700 Kg x Rp 125,900 = Rp 88,130.00- Seng gelombang bjls 20 - 7" 1.500 Lbr x Rp 59,640 = Rp 89,460.00
Jumlah (1) = Rp 245,662.40
6.7.2 Tenaga- Tukang kayu 1.500 Oh x Rp 130,000 = Rp 195,000.00- Pekerja 1.000 Oh x Rp 100,000 = Rp 100,000.00- Kepala Tukang 0.150 Oh x Rp 150,000 = Rp 22,500.00- Mandor 0.050 Oh x Rp 130,000 = Rp 6,500.00
Jumlah (2) = Rp 324,000.00Jumlah (1) + (2) = Rp 569,662.40
PA 6.8 1 m² Membersihkan lapangan dan perataan
6.8.1 Tenaga- Pekerja 0.100 Oh x Rp 100,000 = Rp 10,000.00- Mandor 0.050 Oh x Rp 130,000 = Rp 6,500.00
Jumlah = Rp 16,500.00PA 6.9 1 m² Pembuatan bedeng buruh
6.9.1 Bahan- Kayu Laut/Dolken 1.250 Btg x Rp 19,250 = Rp 24,062.50
- Kayu 0.186 M³ x Rp 37,400 = Rp 6,956.40- Paku biasa 0.300 Kg x Rp 125,900 = Rp 37,770.00- Semen portland 18.000 Kg x Rp 1,300 = Rp 23,400.00- Pasir beton 0.030 M³ x Rp 165,200 = Rp 4,956.00- Koral beton 0.050 M³ x Rp 185,900 = Rp 9,295.00- Seng gelombang bjls 20 - 7" 1.500 Lbr x Rp 59,640 = Rp 89,460.00- Plywood 4mm 1.350 Lbr x Rp 202,700 = Rp 273,645.00
Jumlah (1) = Rp 469,544.90
6.9.2 Tenaga- Tukang kayu 2.000 Oh x Rp 130,000 = Rp 260,000.00- Pekerja 1.000 Oh x Rp 100,000 = Rp 100,000.00- Kepala tukang 0.200 Oh x Rp 150,000 = Rp 30,000.00- Mandor 0.050 Oh x Rp 130,000 = Rp 6,500.00
Jumlah (2) = Rp 396,500.00Jumlah (1) + (2) = Rp 866,044.90
PA 6.10. 1 m² Pembuatan bak adukan ukuran ( 40 x 50 x 20 ) cm
6.10.1. Bahan- Waterfroof 0.036 M3 x Rp 52,300 = Rp 1,882.80- Paku biasa 0.080 Kg x Rp 125,900 = Rp 10,072.00- Kaso 5/7 1.000 Btg x Rp 1,300 = Rp 1,300.00
Jumlah (1) = Rp 13,254.80
6.10.2 Tenaga- Tukang kayu 0.300 Oh x Rp 130,000 = Rp 39,000.00- Mandor 0.002 Oh x Rp 130,000 = Rp 195.00
Jumlah (2) = Rp 39,195.00Jumlah (1) + (2) = Rp 52,449.80
PA 6.11. 1 m² Pembuatan Stegger dari bambu, ukuran ( 40 x 50 x 20 ) cm
6.11.1 Bahan- Bambu ø 6 - 8 / 600 cm 1.000 Btg x Rp 62,900 = Rp 62,900.00- Tali ijuk 0.250 Kg x Rp #REF! = Rp #REF!
Jumlah (1) = Rp #REF!
6.11.2 Tenaga- Tukang kayu 0.017 Oh x Rp 130,000 = Rp 2,210.00- Kepala tukang 0.002 Oh x Rp 150,000 = Rp 300.00- Pekerja 0.250 Oh x Rp 100,000 = Rp 25,000.00- Mandor 0.013 Oh x Rp 130,000 = Rp 1,690.00
Jumlah (2) = Rp 29,200.00Jumlah (1) + (2) = Rp #REF!
PA 6.12 1 m² Pembuatan jalan sementara
6. 12.1 Bahan- Batu belah 15/20 0.150 M³ x Rp 125,900 = Rp 18,885.00- Batu pecah 5/7 0.090 M³ x Rp 150,200 = Rp 13,518.00- Pasir pasang 0.010 M³ x Rp 76,500 = Rp 765.00
Jumlah (1) = Rp 33,168.00
6.12.2 Tenaga- Pekerja 1.000 Oh x Rp 100,000 = Rp 100,000.00- Mandor 0.050 Oh x Rp 130,000 = Rp 6,500.00
Jumlah (2) = Rp 106,500.00 Jumlah (1) + (2) = Rp 139,668.00
PA 6.13 1 m³ Bongkaran beton betulang
6.13.1 Tenaga- Pekerja 6.667 Oh x Rp 100,000 = Rp 666,700.00- Mandor 0.333 Oh x Rp 130,000 = Rp 43,290.00
Jumlah = Rp 709,990.00
PA 6.14 1m³ Bongkaran dinding tembok bata merah
6.14.1 Tenaga- Pekerja 5.000 Oh x Rp 100,000 = Rp 500,000.00- Mandor 0.250 Oh x Rp 130,000 = Rp 32,500.00
Jumlah = Rp 532,500.00
PA 6.15 1m´ Pasangan pagar kawat jaring galvanis, tinggi 1.00 m
6.15.1 Bahan- Kawat jaring galvanis/BRC 0.434 Lbr x Rp 235,950 = Rp 102,402.30
Jumlah (1) = Rp 102,402.30
6.15.2. Tenaga- Pekerja 0.042 Oh x Rp 100,000 = Rp 4,200.00- Kepala tukang 0.004 Oh x Rp 150,000 = Rp 600.00- Tukang 0.042 Oh x Rp 130,000 = Rp 5,460.00- Mandor 0.002 Oh x Rp 130,000 = Rp 260.00
Jumlah (2) = Rp 10,520.00Jumlah (1) + (2) = Rp 112,922.30
PA 6.16 1 m' Pasang pagar beton pracetak (5 x 50 x 213) cm
6.16.1. Bahan- Panel beton pracetak 0.986 Lbr x Rp 177,700 = Rp 175,212.20- Kolom beton pracetak 0.525 Btg x Rp 0 = Rp 0.00- Pasir beton 0.074 M³ x Rp 165,200 = Rp 12,224.80- Koral 2/3 0.146 M³ x Rp 0 = Rp 0.00- Batu Bata biasa 5x10x20 cm 45.000 Kg x Rp 1,300 = Rp 58,500.00
Jumlah (1) = Rp 245,937.00
6.16.2. Tenaga- Pekerja 0.042 Oh x Rp 100,000 = Rp 4,200.00- Kepala tukang 0.004 Oh x Rp 150,000 = Rp 600.00- Tukang 0.042 Oh x Rp 130,000 = Rp 5,460.00- Mandor 0.002 Oh x Rp 130,000 = Rp 260.00
Jumlah (2) = Rp 10,520.00Jumlah (1) + (2) = Rp 256,457.00
ANALISA BIAYA KONSTRUKSIPEKERJAAN TANAH
PT 6.1. 1 m³ Galian tanah biasa sedalam 1 meter
6.1.1. Tenaga- Pekerja 0.400 Oh x Rp. 100,000 = Rp. 40,000.00- Mandor 0.040 Oh x Rp. 130,000 = Rp. 5,200.00
Jumlah (1) = Rp. 45,200.00
PT 6.2. 1 m³ Galian tanah biasa sedalam 2 meter
6.2.1. Tenaga- Pekerja 0.526 Oh x Rp. 100,000 = Rp. 52,600.00- Mandor 0.0526 Oh x Rp. 130,000 = Rp. 6,838.00
Jumlah (1) = Rp. 59,438.00
PT 6.3. 1 m³ Galian tanah biasa sedalam 3 meter
6.3.1. Tenaga- Pekerja 0.735 Oh x Rp. 100,000 = Rp. 73,500.00- Mandor 0.0735 Oh x Rp. 130,000 = Rp. 9,555.00
Jumlah (1) = Rp. 83,055.00
PT 6.4. 1 m³ Galian tanah keras sedalam 1 meter
6.4. Tenaga - Pekerja 0.625 Oh x Rp. 100,000 = Rp. 62,500.00- Mandor 0.062 Oh x Rp. 130,000 = Rp. 8,060.00
Jumlah = Rp. 70,560.00
PT 6.5. 1 m³ Galian tanah cadas sedalam 1 meter
6.5.1. Tenaga- Pekerja 1.250 Oh x Rp. 100,000 = Rp. 125,000.00- Mandor 0.125 Oh x Rp. 130,000 = Rp. 16,250.00
Jumlah = Rp. 141,250.00
PT 6.6.. 1 m³ Galian tanah lumpur sedalam 1 meter
6.6.1. Tenaga- Pekerja 0.823 Oh x Rp. 100,000 = Rp. 82,300.00- Mandor 0.083 Oh x Rp. 130,000 = Rp. 10,790.00
Jumlah = Rp. 93,090.00
PT 6.7. 1 m² Pekerjaan stripping setinggi 1 meter
6.7.1. Tenaga- Pekerja 0.050 Oh x Rp. 100,000 = Rp. 5,000.00- Mandor 0.005 Oh x Rp. 130,000 = Rp. 650.00
Jumlah (1) = Rp. 5,650.00
PT 6.8. 1 m³ Pembuangan tanah sejauh 150 meter
6.8.1. Tenaga - Pekerja 0.515 Oh x Rp. 100,000 = Rp. 51,500.00- Mandor 0.0515 Oh x Rp. 130,000 Rp. 6,695.00
Jumlah = Rp. 58,195.00
PT 6.9. 1 m³ Urugan kembali
6.9.1. Tenaga - Pekerja 0.192 Oh x Rp. 100,000 = Rp. 19,200.00- Mandor 0.019 Oh x Rp. 130,000 = Rp. 2,470.00
Jumlah = Rp. 21,670.00
PT 6.10. 1 m³ Pemadatan tanah
6.10.1. Tenaga- Pekerja 0.500 Oh x Rp. 100,000 = Rp. 50,000.00- Mandor 0.050 Oh x Rp. 130,000 = Rp. 6,500.00
6.2.1. Bahan- Batu belah 15/20 cm 1.100 M³ x Rp. 125,900.00 = Rp. 138,490.00- Semen porland 267.000 Kg x Rp. 1,300.00 = Rp. 347,100.00- Pasir Pasang 0.427 M³ x Rp. 76,500.00 = Rp. 32,665.50
Jumlah (1) = Rp. 518,255.50
6.2.2. Tenaga- Pekerja 1.500 Oh x Rp. 100,000.00 = Rp. 150,000.00- Tukang batu 0.600 Oh x Rp. 130,000.00 = Rp. 78,000.00- Kepala tukang 0.060 Oh x Rp. 150,000.00 = Rp. 9,000.00- Mandor 0.075 Oh x Rp. 130,000.00 = Rp. 9,750.00
Jumlah (2) = Rp. 246,750.00Jumlah (1) +(2) = Rp. 765,005.50
PP 6.3. 1 M³ Pasang pondasi batu kali, 1 Pc : 2,5 Ps
6.3.1. Bahan- Batu belah 15/20 cm 1.100 M³ x Rp. 125,900.00 = Rp. 138,490.00- Semen porland 392.000 Kg x Rp. 1,300.00 = Rp. 509,600.00- Pasir Pasang 0.314 M³ x Rp. 76,500.00 = Rp. 24,021.00
Jumlah (1) = Rp. 672,111.00
6.3.2. Tenaga- Pekerja 1.500 Oh x Rp. 100,000.00 = Rp. 150,000.00- Tukang batu 0.600 Oh x Rp. 130,000.00 = Rp. 78,000.00- Kepala tukang 0.060 Oh x Rp. 150,000.00 = Rp. 9,000.00- Mandor 0.075 Oh x Rp. 130,000.00 = Rp. 9,750.00
Jumlah (2) = Rp. 246,750.00Jumlah (1) +(2) = Rp. 918,861.00
PP 6.4. 1 M³ Pasang pondasi batu kali, 1 Pc : 3 Ps
6.4.1. Bahan- Batu belah 15/20 cm 1.100 M³ x Rp. 125,900.00 = Rp. 138,490.00- Semen porland 202.000 Kg x Rp. 1,300.00 = Rp. 262,600.00- Pasir Pasang 0.485 M³ x Rp. 76,500.00 = Rp. 37,102.50
Jumlah (1) = Rp. 438,192.50
6.4.2. Tenaga- Pekerja 1.500 Oh x Rp. 100,000.00 = Rp. 150,000.00- Tukang batu 0.600 Oh x Rp. 130,000.00 = Rp. 78,000.00- Kepala tukang 0.060 Oh x Rp. 150,000.00 = Rp. 9,000.00- Mandor 0.075 Oh x Rp. 130,000.00 = Rp. 9,750.00
Jumlah (2) = Rp. 246,750.00Jumlah (1) +(2) = Rp. 684,942.50
PP 6.5. 1 M³ Pasang pondasi batu kali, 1 Pc : 4 Ps.
6.5.1. Bahan- Batu belah 15/20 cm 1.100 M³ x Rp. 125,900.00 = Rp. 138,490.00- Semen porland 163.000 Kg x Rp. 1,300.00 = Rp. 211,900.00- Pasir Pasang 0.520 M³ x Rp. 76,500.00 = Rp. 39,780.00
Jumlah (1) = Rp. 390,170.00
6.5.2. Tenaga- Pekerja 1.500 Oh x Rp. 100,000.00 = Rp. 150,000.00- Tukang batu 0.600 Oh x Rp. 130,000.00 = Rp. 78,000.00- Kepala tukang 0.060 Oh x Rp. 150,000.00 = Rp. 9,000.00- Mandor 0.075 Oh x Rp. 130,000.00 = Rp. 9,750.00
Jumlah (2) = Rp. 246,750.00Jumlah (1) +(2) = Rp. 636,920.00
PP 6.6. 1 M³ Pasang pondasi batu kali, 1 Pc : 5 Ps
6.6.1. Bahan- Batu belah 15/20 cm 1.100 M³ x Rp. 125,900.00 = Rp. 138,490.00- Semen porland 136.000 Kg x Rp. 1,300.00 = Rp. 176,800.00- Pasir Pasang 0.544 M³ x Rp. 76,500.00 = Rp. 41,616.00
Jumlah (1) = Rp. 356,906.00
6.6.2. Tenaga- Pekerja 1.500 Oh x Rp. 100,000.00 = Rp. 150,000.00- Tukang batu 0.600 Oh x Rp. 130,000.00 = Rp. 78,000.00- Kepala tukang 0.060 Oh x Rp. 150,000.00 = Rp. 9,000.00- Mandor 0.075 Oh x Rp. 130,000.00 = Rp. 9,750.00
Jumlah (2) 246,750.00Jumlah (1) +(2) 603,656.00
PP 6.7. 1 M³ Pasang pondasi batu kali, 1 Pc : 6 Ps
6.7.1. Bahan- Batu belah 15/20 cm 1.100 M³ x Rp. 125,900.00 = Rp. 138,490.00- Semen porland 117.000 Kg x Rp. 1,300.00 = Rp. 152,100.00- Pasir Pasang 0.561 M³ x Rp. 76,500.00 = Rp. 42,916.50
Jumlah (1) = Rp. 333,506.506.7.2. Tenaga
- Pekerja 1.500 Oh x Rp. 100,000.00 = Rp. 150,000.00- Tukang batu 0.600 Oh x Rp. 130,000.00 = Rp. 78,000.00- Kepala tukang 0.060 Oh x Rp. 150,000.00 = Rp. 9,000.00- Mandor 0.075 Oh x Rp. 130,000.00 = Rp. 9,750.00
Jumlah (2) = Rp. 246,750.00Jumlah (1) +(2) = Rp. 580,256.50
PP 6.8. 1 M³ Pasang pondasi batu kali, Pc : 8 Ps
6.8.1. Bahan- Batu belah 15/20 cm 1.100 M³ x Rp. 125,900.00 = Rp. 138,490.00- Semen porland 91.000 Kg x Rp. 1,300.00 = Rp. 118,300.00- Pasir Pasang 0.561 M³ x Rp. 76,500.00 = Rp. 42,916.50
Jumlah (1) = Rp. 299,706.50
6.8.2. Tenaga- Pekerja 1.500 Oh x Rp. 100,000.00 = Rp. 150,000.00- Tukang batu 0.600 Oh x Rp. 130,000.00 = Rp. 78,000.00- Kepala tukang 0.060 Oh x Rp. 150,000.00 = Rp. 9,000.00- Mandor 0.075 Oh x Rp. 130,000.00 = Rp. 9,750.00
Jumlah (2) = Rp. 246,750.00Jumlah (1) +(2) = Rp. 546,456.50
PP 6.9. 1 M³ Pasang pondasi batu kali, 1 Kp : 1 Sm : 1 Ps
6.9.1. Bahan- Batu belah 15/20 cm 1.100 M³ x Rp. 125,900.00 = Rp. 138,490.00- Kapur pasang 0.229 Kg x Rp. 187,000.00 = Rp. 42,823.00- Batu Bata biasa 5x10x20 cm 0.229 M³ x Rp. 25,080.00 = Rp. 5,743.32- Pasir Pasang 0.544 M³ x Rp. 6,270.00 = Rp. 3,410.88
Jumlah (1) = Rp. 190,467.20
6.9.2. Tenaga- Pekerja 1.500 Oh x Rp. 100,000.00 = Rp. 150,000.00- Tukang batu 0.600 Oh x Rp. 130,000.00 = Rp. 78,000.00- Kepala tukang 0.060 Oh x Rp. 150,000.00 = Rp. 9,000.00- Mandor 0.075 Oh x Rp. 130,000.00 = Rp. 9,750.00
Jumlah (2) = Rp. 246,750.00
Jumlah (1) +(2) = Rp. 437,217.20
PP 6.10. 1 M³ Pasang pondasi batu kali, 1 Kp : 1 SM : 2 Ps
6.10.1. Bahan- Batu belah 15/20 cm 1.100 M³ x Rp. 125,900.00 = Rp. 138,490.00- Kapur pasang 0.170 Kg x Rp. 187,000.00 = Rp. 31,790.00- Batu Bata biasa 5x10x20 cm 0.170 M³ x Rp. 25,080.00 = Rp. 4,263.60- Pasir Pasang 0.340 M³ x Rp. 6,270.00 = Rp. 2,131.80
Jumlah (1) = Rp. 176,675.40
6.10.2. Tenaga- Pekerja 1.500 Oh x Rp. 100,000.00 = Rp. 150,000.00- Tukang batu 0.600 Oh x Rp. 130,000.00 = Rp. 78,000.00- Kepala tukang 0.060 Oh x Rp. 150,000.00 = Rp. 9,000.00- Mandor 0.075 Oh x Rp. 130,000.00 = Rp. 9,750.00
Jumlah (2) = Rp. 246,750.00Jumlah (1) +(2) = Rp. 423,425.40
PP 6.11. 1 M³ Pasangan pondasi batu kali, 1 Pc : 1/4 Kp : 4 Ps
6.11.1. Bahan
- Batu belah 15/20 cm 1.100 M³ x Rp. 125,900.00 = Rp. 138,490.00- Kayu Profil 4" 156.000 Kg x Rp. 25,080.00 = Rp. 3,912,480.00- Kapur pasang 0.032 M³ x Rp. 187,000.00 = Rp. 5,984.00- Pasir Pasang 0.584 M³ x Rp. 6,270.00 = Rp. 3,661.68
Jumlah (1) = Rp. 4,060,615.68
6.11.2. Tenaga- Pekerja 1.500 Oh x Rp. 100,000.00 = Rp. 150,000.00- Tukang batu 0.600 Oh x Rp. 130,000.00 = Rp. 78,000.00- Kepala tukang 0.060 Oh x Rp. 150,000.00 = Rp. 9,000.00- Mandor 0.075 Oh x Rp. 130,000.00 = Rp. 9,750.00
Jumlah (2) = Rp. 246,750.00Jumlah (1) +(2) = Rp. 4,307,365.68
PP 6.12. 1 M³ Pasang pondasi batu kali, 1 Pc : 3 Kp : 10 Ps
6.12.1. Bahan- Batu belah 15/20 cm 1.100 M³ x Rp. 125,900.00 = Rp. 138,490.00- Kayu Profil 4" 61.000 Kg x Rp. 25,080.00 = Rp. 1,529,880.00- Kapur pasang 0.147 M³ x Rp. 187,000.00 = Rp. 27,489.00- Pasir Pasang 0.492 M³ x Rp. 6,270.00 = Rp. 3,084.84
Jumlah (1) = Rp. 1,698,943.84
6.12.2. Tenaga- Pekerja 1.500 Oh x Rp. 100,000.00 = Rp. 150,000.00- Tukang batu 0.600 Oh x Rp. 130,000.00 = Rp. 78,000.00- Kepala tukang 0.060 Oh x Rp. 150,000.00 = Rp. 9,000.00- Mandor 0.075 Oh x Rp. 130,000.00 = Rp. 9,750.00
Jumlah (2) = Rp. 246,750.00Jumlah (1) +(2) = Rp. 1,945,693.84
PP 6.13. 1 M³ Pasang pondasi batu kali, 1/4 Pc : 1 Kp : 4 Ps
6.13.1. Bahan- Batu belah 15/20 cm 1.100 M³ x Rp. 125,900.00 = Rp. 138,490.00- Kayu Profil 4" 41.000 Kg x Rp. 25,080.00 = Rp. 1,028,280.00- Kapur pasang 0.131 M³ x Rp. 187,000.00 = Rp. 24,497.00- Pasir Pasang 0.523 M³ x Rp. 6,270.00 = Rp. 3,279.21
Jumlah (1) = Rp. 1,194,546.21
6.13.2. Tenaga- Pekerja 1.500 Oh x Rp. 100,000.00 = Rp. 150,000.00- Tukang batu 0.600 Oh x Rp. 130,000.00 = Rp. 78,000.00- Kepala tukang 0.060 Oh x Rp. 150,000.00 = Rp. 9,000.00- Mandor 0.075 Oh x Rp. 130,000.00 = Rp. 9,750.00
Jumlah (2) = Rp. 246,750.00Jumlah (1) +(2) = Rp. 1,441,296.21
PP 6.14. 1 M³ Pasang pondasi batu kosong
6.14.1. Bahan- Batu belah 10/15 cm 1.200 M³ x Rp. 140,900.00 = Rp. 169,080.00- Pasir pasang 0.300 M³ x Rp. 76,500.00 = Rp. 22,950.00
Jumlah (1) = Rp. 192,030.006.14.2. Tenaga
- Pekerja 0.780 Oh x Rp. 100,000.00 = Rp. 78,000.00- Tukang batu 0.390 Oh x Rp. 130,000.00 = Rp. 50,700.00- Kepala tukang 0.039 Oh x Rp. 150,000.00 = Rp. 5,850.00
PP 6.15. 1 M³ Pasang pondasi siklop 40 % batu kali
6.15.1. Bahan- Besi beton 75.000 Kg x Rp. 14,410.00 = Rp. 1,080,750.00- Semen portland 202.000 Kg x Rp. 1,300.00 = Rp. 262,600.00- Pasir beton 0.320 Kg x Rp. 87,800.00 = Rp. 28,096.00- Koral beton 0.490 M³ x Rp. 185,900.00 = Rp. 91,091.00- Kawat beton 0.800 Kg x Rp. 16,830.00 = Rp. 13,464.00
Jumlah (1) = Rp. 1,476,001.00
6.15.2. Tenaga- Pekerja 3.000 Oh x Rp. 100,000.00 = Rp. 300,000.00- Tukang batu 0.850 Oh x Rp. 130,000.00 = Rp. 110,500.00- Kepala tukang 0.085 Oh x Rp. 150,000.00 = Rp. 12,750.00- Mandor 0.150 Oh x Rp. 130,000.00 = Rp. 19,500.00
Jumlah (2) = Rp. 442,750.00Jumlah (1) +(2) = Rp. 1,918,751.00
PP 6.16. 1 M³ Pasang pondasi sumuran diameter 100 Cm
6.16.1. Bahan- Batu belah 15/20 cm 0.450 M³ x Rp. 125,900.00 = Rp. 56,655.00- Semen portland 280.000 Kg x Rp. 1,300.00 = Rp. 364,000.00- Pasir Pasang 0.670 M³ x Rp. 76,500.00 = Rp. 51,255.00
Jumlah (1) = Rp. 471,910.00
6.16.2. Tenaga- Pekerja 2.380 Oh x Rp. 100,000.00 = Rp. 238,000.00- Tukang batu 0.300 Oh x Rp. 130,000.00 = Rp. 39,000.00- Kepala tukang 0.030 Oh x Rp. 150,000.00 = Rp. 4,500.00- Mandor 0.080 Oh x Rp. 130,000.00 = Rp. 10,400.00
Jumlah (2) = Rp. 291,900.00Jumlah (1) +(2) = Rp. 763,810.00
PP 6.17. 1 M³ Pembuatan tiang pancang (40 x 40) Cm, beton bertulang
6.17.1. Bahan- Pasir urug darat 0.019 M³ x Rp. 64,400.00 = Rp. 1,223.60- Pasir beton 0.094 M³ x Rp. 87,800.00 = Rp. 8,253.20- Koral beton 0.150 M³ x Rp. 185,900.00 = Rp. 27,885.00- Semen porland 60.500 Kg x Rp. 1,300.00 = Rp. 78,650.00- Besi beton 45.000 Kg x Rp. 14,410.00 = Rp. 648,450.00- Kawat beton 0.900 Kg x Rp. 16,830.00 = Rp. 15,147.00- Kayu kaso 5/7 0.032 M³ x Rp. 3,107,500.00 = Rp. 99,440.00- Paku 0.120 Kg x Rp. 14,520.00 = Rp. 1,742.40- Minyak bekisting 0.090 Lt x Rp. 6,290.00 = Rp. 566.10- Plamur tembok 0.240 Kg x Rp. 15,730.00 = Rp. 3,775.20
Jumlah (1) = Rp. 885,132.506.17.2. Tenaga
- Pekerja 1.000 Oh x Rp. 100,000.00 = Rp. 100,000.00- Tukang batu 0.670 Oh x Rp. 130,000.00 = Rp. 87,100.00- Kepala tukang 0.067 Oh x Rp. 150,000.00 = Rp. 10,050.00- Mandor 0.050 Oh x Rp. 130,000.00 = Rp. 6,500.00
Jumlah (2) = Rp. 203,650.00Jumlah (1) +(2) = Rp. 1,088,782.50
PP 6.18. 1 M³ Pembuatan tiang pancang (35 x 35) Cm, beton bertulang
6.18.1. Bahan- Pasir urug darat 0.016 M³ x Rp. 64,400.00 = Rp. 1,030.40- Pasir beton 0.080 M³ x Rp. 87,800.00 = Rp. 7,024.00- Koral beton 0.125 M³ x Rp. 185,900.00 = Rp. 23,237.50- Semen porland 49.000 Kg x Rp. 1,300.00 = Rp. 63,700.00- Besi beton 34.500 Kg x Rp. 14,410.00 = Rp. 497,145.00- Kawat beton 0.700 Kg x Rp. 16,830.00 = Rp. 11,781.00- Kayu kaso 5/7 0.027 M³ x Rp. 3,107,500.00 = Rp. 83,902.50- Paku 0.120 Kg x Rp. 14,520.00 = Rp. 1,742.40- Minyak bekisting 0.090 Lt x Rp. 6,290.00 = Rp. 566.10- Plamur tembok 0.200 Kg x Rp. 15,730.00 = Rp. 3,146.00
Jumlah (1) = Rp. 693,274.90
6.18.2. Tenaga- Pekerja 0.800 Oh x Rp. 100,000.00 = Rp. 80,000.00- Tukang batu 0.500 Oh x Rp. 130,000.00 = Rp. 65,000.00- Kepala tukang 0.050 Oh x Rp. 150,000.00 = Rp. 7,500.00- Mandor 0.040 Oh x Rp. 130,000.00 = Rp. 5,200.00
Jumlah (2) = Rp. 157,700.00Jumlah (1) +(2) = Rp. 850,974.90
ANALISA BIAYA KONSTRUKSIPEKERJAAN DINDING
PD 6.1. 1 M² Pasangan bata merah tebal 1 bata, 1 Pc : 1 Ps
6.1.1. Bahan- Bata merah 5 x 10 x 20 cm 140.000 Bh x Rp. 720 = Rp 100,800.00- Semen portland 64.030 Kg x Rp. 1,300 = Rp 83,239.00- Pasir pasang 0.059 M³ x Rp. 76,500 = Rp 4,513.50
Jumlah (1) = Rp 188,552.50
6.1.2 Tenaga- Pekerja 0.650 Oh x Rp. 100,000 = Rp 65,000.00- Tukang batu 0.200 Oh x Rp. 130,000 = Rp 26,000.00- Kepala tukang 0.020 Oh x Rp. 150,000 = Rp 3,000.00- Mandor 0.030 Oh x Rp. 130,000 = Rp 3,900.00
Jumlah (2) = Rp 97,900.00Jumlah (1) + (2) = Rp 286,452.50
PD 6.2 1m² Pasangan bata merah tebal 1 bata, 1Pc : 2 Ps
6.2.1 Bahan- Bata merah 5 x 10 x 20 cm 140.000 Bh x Rp. 720 = Rp 100,800.00- Semen portland 43.500 Kg x Rp. 1,300 = Rp 56,550.00- Pasir pasang 0.080 M³ x Rp. 76,500 = Rp 6,120.00
Jumlah (1) = Rp 163,470.00
6.2.2 Tenaga - Pekerja 0.650 Oh x Rp. 100,000 = Rp 65,000.00- Tukang batu 0.200 Oh x Rp. 130,000 = Rp 26,000.00- Kepala tukang 0.020 Oh x Rp. 150,000 = Rp 3,000.00- Mandor 0.030 Oh x Rp. 130,000 = Rp 3,900.00
Jumlah (2) = Rp 97,900.00Jumlah (1) + (2) = Rp 261,370.00
PD 6.3 1 m² Pasangan bata merah tebal 1 bata, 1Pc : 3 Ps
6.3.1 Bahan- Bata merah 5 x 10 x 20 cm 140.000 Bh x Rp. 720 = Rp 100,800.00- Semen portland 32.950 Kg x Rp. 1,300 = Rp 42,835.00- Pasir pasang 0.091 M³ x Rp. 76,500 = Rp 6,961.50
Jumlah (1) = Rp 150,596.50
6.3.2 Tenaga- Pekerja 0.650 Oh x Rp. 100,000 = Rp 65,000.00- Tukang batu 0.200 Oh x Rp. 130,000 = Rp 26,000.00- Kepala tukang 0.020 Oh x Rp. 150,000 = Rp 3,000.00- Mandor 0.030 Oh x Rp. 130,000 = Rp 3,900.00
Jumlah (2) = Rp 97,900.00Jumlah (1) + (2) = Rp 248,496.50
PD 6.4 1 m² Pasangan bata merah tebal 1 bata, 1Pc : 4 Ps
6.4.1 Bahan
- Bata merah 5 x 10 x 20 cm 140.000 Bh x Rp. 720 = Rp 100,800.00- Semen portland 26.550 Kg x Rp. 1,300 = Rp 34,515.00- Pasir pasang 0.093 M³ x Rp. 76,500 = Rp 7,114.50
Jumlah (1) = Rp 142,429.50
6.4.2 Tenaga- Pekerja 0.650 Oh x Rp. 100,000 = Rp 65,000.00- Tukang batu 0.200 Oh x Rp. 130,000 = Rp 26,000.00- Kepala tukang 0.020 Oh x Rp. 150,000 = Rp 3,000.00- Mandor 0.030 Oh x Rp. 130,000 = Rp 65,000.00
Jumlah (2) = Rp 94,000.00Jumlah (1) + (2) = Rp 236,429.50
PD 6.5 1 m² Pasangan bata merah tebal 1 bata, 1Pc : 5 Ps
6.5.1 Bahan- Bata merah 5 x 10 x 20 cm 140.000 Bh x Rp. 720 = Rp 100,800.00- Semen portland 22.200 Kg x Rp. 1,300 = Rp 28,860.00- Pasir pasang 0.102 M³ x Rp. 76,500 = Rp 7,803.00
Jumlah (1) = Rp 137,463.00
6.5.2 Tenaga- Pekerja 0.650 Oh x Rp. 100,000 = Rp 65,000.00- Tukang batu 0.200 Oh x Rp. 130,000 = Rp 0.00- Kepala tukang 0.020 Oh x Rp. 150,000 = Rp 0.00- Mandor 0.030 Oh x Rp. 130,000 = Rp 3,900.00
Jumlah (2) = Rp 68,900.00
Jumlah (1) + (2) = Rp 206,363.00
PD 6.6 1 m² Pasangan bata merah tebal 1 bata, 1Pc : 6 Ps
6.6.1 Bahan- Bata merah 5 x 10 x 20 cm 140.000 Bh x Rp. 720 = Rp 100,800.00- Semen portland 22.200 Kg x Rp. 1,300 = Rp 28,860.00- Pasir pasang 0.102 M³ x Rp. 76,500 = Rp 7,803.00
Jumlah (1) = Rp 137,463.00
6.6.2 Tenaga- Pekerja 0.650 Oh x Rp. 100,000 = Rp 65,000.00- Tukang batu 0.200 Oh x Rp. 130,000 = Rp 26,000.00- Kepala tukang 0.020 Oh x Rp. 150,000 = Rp 3,000.00- Mandor 0.030 Oh x Rp. 130,000 = Rp 3,900.00
Jumlah (2) = Rp 97,900.00Jumlah (1) + (2) = Rp 235,363.00
PD 6.7 1 m² Pasangan bata merah tebal 1 bata, 1Pc : 3 Kp : 10 Ps
6.7.1 Bahan- Bata merah 5 x 10 x 20 cm 140.000 Bh x Rp. 720 = Rp 100,800.00- Semen portland 10.080 Kg x Rp. 1,300 = Rp 13,104.00- Pasir pasang 0.0925 M³ x Rp. 76,500 = Rp 7,076.25
Jumlah (1) = Rp 20,180.25
6.7.2 Tenaga- Pekerja 0.650 Oh x Rp. 100,000 = Rp 65,000.00- Tukang batu 0.200 Oh x Rp. 130,000 = Rp 26,000.00- Kepala tukang 0.020 Oh x Rp. 150,000 = Rp 3,000.00- Mandor 0.030 Oh x Rp. 130,000 = Rp 3,900.00
Jumlah (2) = Rp 97,900.00Jumlah (1) + (2) = Rp 118,080.25
PD 6.8 1 m² Pasangan bata merah tebal 1/2 bata, 1Pc : 1 Ps
6.8.1 Bahan- Bata merah 5 x 10 x 20 cm 70.000 Bh x Rp. 720 = Rp 50,400.00- Semen portland 27.800 Kg x Rp. 1,300 = Rp 36,140.00- Pasir pasang 0.028 M³ x Rp. 76,500 = Rp 2,142.00
Jumlah (1) = Rp 88,682.00
6.8.2 Tenaga- Pekerja 0.320 Oh x Rp. 100,000 = Rp 32,000.00- Tukang batu 0.100 Oh x Rp. 130,000 = Rp 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000 = Rp 1,500.00- Mandor 0.015 Oh x Rp. 130,000 = Rp 1,950.00
Jumlah (2) = Rp 48,450.00Jumlah (1) + (2) = Rp 137,132.00
PD 6.9 1 m² Pasangan bata merah tebal 1/2 bata, 1Pc : 2 Ps
6.9.1 Bahan- Bata merah 5 x 10 x 20 cm 70.000 Bh x Rp. 720 = Rp 50,400.00- Semen portland 18.950 Kg x Rp. 1,300 = Rp 24,635.00- Pasir pasang 0.038 M³ x Rp. 76,500 = Rp 2,907.00
Jumlah (1) = Rp 77,942.00
6.9.2 Tenaga- Pekerja 0.320 Oh x Rp. 100,000 = Rp 32,000.00- Tukang batu 0.100 Oh x Rp. 130,000 = Rp 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000 = Rp 1,500.00- Mandor 0.015 Oh x Rp. 130,000 = Rp 1,950.00
Jumlah (2) = Rp 48,450.00Jumlah (1) + (2) = Rp 126,392.00
PD 6.10 1 m² Pasangan bata merah tebal 1/2 bata, 1Pc : 3 Ps
6.10.1 Bahan- Bata merah 5 x 10 x 20 cm 70.000 Bh x Rp. 720 = Rp 50,400.00- Semen portland 14.370 Kg x Rp. 1,300 = Rp 18,681.00- Pasir pasang 0.040 M³ x Rp. 76,500 = Rp 3,060.00
Jumlah (1) = Rp 72,141.00
6.10.2 Tenaga- Pekerja 0.320 Oh x Rp. 100,000 = Rp 32,000.00- Tukang batu 0.100 Oh x Rp. 130,000 = Rp 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000 = Rp 1,500.00- Mandor 0.015 Oh x Rp. 130,000 = Rp 1,950.00
Jumlah (2) = Rp 48,450.00Jumlah (1) + (2) = Rp 120,591.00
PD 6.11 1 m² Pasangan bata merah tebal 1/2 bata, 1Pc : 4 Ps
6.11.1 Bahan- Bata merah 5 x 10 x 20 cm 70.000 Bh x Rp. 720 = Rp 50,400.00- Semen portland 11.500 Kg x Rp. 1,300 = Rp 14,950.00- Pasir pasang 0.043 M³ x Rp. 76,500 = Rp 3,289.50
Jumlah (1) = Rp 68,639.50
6.11.2 Tenaga- Pekerja 0.320 Oh x Rp. 100,000 = Rp 32,000.00- Tukang batu 0.100 Oh x Rp. 130,000 = Rp 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000 = Rp 1,500.00- Mandor 0.015 Oh x Rp. 130,000 = Rp 1,950.00
Jumlah (2) = Rp 48,450.00Jumlah (1) + (2) = Rp 117,089.50
PD 6.12 1 m² Pasangan bata merah tebal 1/2 bata, 1Pc : 5 Ps
6.12.1 Bahan- Bata merah 5 x 11 x 22 cm 70.000 Bh x Rp. 720 = Rp 50,400.00- Semen portland 9.680 Kg x Rp. 1,300 = Rp 12,584.00- Pasir pasang 0.045 M³ x Rp. 76,500 = Rp 3,442.50
Jumlah (1) = Rp 66,426.50
6.12.2 Tenaga- Pekerja 0.320 Oh x Rp. 100,000 = Rp 32,000.00- Tukang batu 0.100 Oh x Rp. 130,000 = Rp 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000 = Rp 1,500.00- Mandor 0.015 Oh x Rp. 130,000 = Rp 1,950.00
Jumlah (2) = Rp 48,450.00Jumlah (1) + (2) = Rp 114,876.50
PD 6.13 1 m² Pasangan bata merah tebal 1/2 bata, 1Pc : 6 Ps
6.13.1 Bahan- Bata merah 5 x 11 x 22 cm 70.000 Bh x Rp. 720 = Rp 50,400.00- Semen portland 8.320 Kg x Rp. 1,300 = Rp 10,816.00- Pasir pasang 0.049 M³ x Rp. 76,500 = Rp 3,748.50
Jumlah (1) = Rp 64,964.50
6.13.2 Tenaga- Pekerja 0.320 Oh x Rp. 100,000 = Rp 32,000.00- Tukang batu 0.100 Oh x Rp. 130,000 = Rp 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000 = Rp 1,500.00- Mandor 0.015 Oh x Rp. 130,000 = Rp 1,950.00
Jumlah (2) = Rp 48,450.00Jumlah (1) + (2) = Rp 113,414.50
PD 6.14 1 m² Pasangan bata merah tebal 1/2 bata, 1Pc : 8 Ps
6.14.1 Bahan- Bata merah 5 x 11 x 22 cm 70.000 Bh x Rp. 720 = Rp 50,400.00- Semen portland 6.500 Kg x Rp. 1,300 = Rp 8,450.00- Pasir pasang 0.050 M³ x Rp. 76,500 = Rp 3,825.00
Jumlah (1) = Rp 62,675.00
6.14.2 Tenaga- Pekerja 0.320 Oh x Rp. 100,000 = Rp 32,000.00- Tukang batu 0.100 Oh x Rp. 130,000 = Rp 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000 = Rp 1,500.00- Mandor 0.015 Oh x Rp. 130,000 = Rp 1,950.00
Jumlah (2) = Rp 48,450.00Jumlah (1) + (2) = Rp 111,125.00
PD 6.15 1 m² Pasangan bata merah tebal 1/2 bata, 1Pc : 3 Kp : 10 Ps
6.15.1 Bahan - Bata merah 5 x 11 x 22 cm 70.000 Bh x Rp. 720 = Rp 50,400.00- Semen portland 4.500 Kg x Rp. 1,300 = Rp 5,850.00- Pasir pasang 0.050 M³ x Rp. 76,500 = Rp 3,825.00- Kapur pasang 0.015 M³ x Rp. 0 = Rp 0.00
Jumlah (1) = Rp 60,075.00
6.15.2 Tenaga- Pekerja 0.320 Oh x Rp. 100,000 = Rp 32,000.00- Tukang batu 0.100 Oh x Rp. 130,000 = Rp 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000 = Rp 1,500.00- Mandor 0.015 Oh x Rp. 130,000 = Rp 1,950.00
Jumlah (2) = Rp 48,450.00Jumlah (1) + (2) = Rp 108,525.00
PD 6.16 1 m² Pasangan bata merah tebal 1/2 bata, 1Kp : 1 Sm : 1 Ps
6.16.1 Bahan - Bata merah 5 x 11 x 22 cm 70.000 Bh x Rp. 720 = Rp 50,400.00- Kawat Duri 0.018 M³ x Rp. 4,030 = Rp 72.54- Pasir pasang 0.018 M³ x Rp. 76,500 = Rp 1,377.00- Kapur padam 0.018 M³ x Rp. 68,290 = Rp 1,229.22
Jumlah (1) = Rp 53,078.76
6.16.2 Tenaga- Pekerja 0.320 Oh x Rp. 100,000 = Rp 32,000.00- Tukang batu 0.100 Oh x Rp. 130,000 = Rp 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000 = Rp 1,500.00- Mandor 0.015 Oh x Rp. 130,000 = Rp 1,950.00
Jumlah (2) = Rp 48,450.00Jumlah (1) + (2) = Rp 101,528.76
PD 6.17 1 m² Pasangan bata merah tebal 1/2 bata, 1Kp : 1 Sm : 2 Ps
6.17.1 Bahan - Bata merah 5 x 11 x 22 cm 70.000 Bh x Rp. 720 = Rp 50,400.00- Kawat Duri 0.014 Kg x Rp. 1,300 = Rp 18.20- Pasir pasang 0.028 M³ x Rp. 76,500 = Rp 2,142.00- Kapur padam 0.014 M³ x Rp. 68,290 = Rp 956.06
Jumlah (1) = Rp 53,516.26
6.17.2 Tenaga- Pekerja 0.320 Oh x Rp. 100,000 = Rp 32,000.00- Tukang batu 0.100 Oh x Rp. 130,000 = Rp 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000 = Rp 1,500.00- Mandor 0.015 Oh x Rp. 130,000 = Rp 1,950.00
Jumlah (2) = Rp 48,450.00Jumlah (1) + (2) = Rp 101,966.26
PD 6.18 1 m² Pasangan dinding holowblock (HB.20)
6.18.1 Bahan- Hollow block (HB.20) 12.500 Bh x Rp. 17,070 = Rp 213,375.00- Semen portland 13.500 Kg x Rp. 1,300 = Rp 17,550.00- Pasir pasang 0.048 M³ x Rp. 76,500 = Rp 3,672.00- Besi beton polos 1.950 M³ x Rp. 168,250 = Rp 328,087.50
Jumlah (1) = Rp 562,684.50
6.18.2 Tenaga- Pekerja 0.320 Oh x Rp. 100,000 = Rp 32,000.00- Tukang batu 0.150 Oh x Rp. 130,000 = Rp 19,500.00- Kepala tukang 0.015 Oh x Rp. 150,000 = Rp 2,250.00- Mandor 0.017 Oh x Rp. 130,000 = Rp 2,210.00
Jumlah (2) = Rp 55,960.00Jumlah (1) + (2) = Rp 618,644.50
PD 6.19 1 m² Pasangan dinding holowblock (HB.15)
6.19.1 Bahan- Hollow block (HB.15) 12.500 Bh x Rp. 8,540 = Rp 106,750.00- Semen portland 10.450 Kg x Rp. 1,300 = Rp 13,585.00- Pasir pasang 0.038 M³ x Rp. 76,500 = Rp 2,907.00- Besi beton polos 1.950 M³ x Rp. 168,250 = Rp 328,087.50
Jumlah (1) = Rp 451,329.50
6.19.2 Tenaga- Pekerja 0.320 Oh x Rp. 100,000 = Rp 32,000.00- Tukang batu 0.120 Oh x Rp. 130,000 = Rp 15,600.00- Kepala tukang 0.012 Oh x Rp. 150,000 = Rp 1,800.00- Mandor 0.015 Oh x Rp. 130,000 = Rp 1,950.00
Jumlah (2) = Rp 51,350.00Jumlah (1) + (2) = Rp 502,679.50
PD 6.20 1 m² Pasangan dinding holowblock (HB.10)
6.20.1 Bahan- Hollow block (HB.10) 12.500 Bh x Rp. 17,330 = Rp 216,625.00- Semen portland 7.500 Kg x Rp. 1,300 = Rp 9,750.00- Pasir pasang 0.027 M³ x Rp. 76,500 = Rp 2,065.50- Besi beton polos 1.950 M³ x Rp. 168,250 = Rp 328,087.50
Jumlah (1) = Rp 556,528.00
6.20.2 Tenaga- Pekerja 0.320 Oh x Rp. 100,000 = Rp 32,000.00- Tukang batu 0.100 Oh x Rp. 130,000 = Rp 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000 = Rp 1,500.00- Mandor 0.015 Oh x Rp. 130,000 = Rp 1,950.00
Jumlah (2) = Rp 48,450.00Jumlah (1) + (2) = Rp 604,978.00
PD 6.21 1 m² Pasangan dinding conblock (CB.20)
6.21.1 Bahan- Concrete block (CB 20) 12.500 Bh x Rp. 2,920 = Rp 36,500.00- Semen portland 14.050 Kg x Rp. 1,300 = Rp 18,265.00- Pasir beton 0.004 M³ x Rp. 87,800 = Rp 351.20- Pasir pasang 0.042 M³ x Rp. 76,500 = Rp 3,213.00- Besi beton polos 3.870 Bh x Rp. 14,410 = Rp 55,766.70- Paku biasa 2" - 5" 0.006 Kg x Rp. 14,520 = Rp 87.12- Kayu sembarang 0.001 M³ x Rp. 3,107,500 = Rp 3,107.50- Kawat beton 0.030 M³ x Rp. 16,830 = Rp 504.90- Koral beton 0.005 M³ x Rp. 185,900 = Rp 929.50
Jumlah (1) = Rp 118,724.92
6.21.2 Tenaga- Pekerja 0.370 Oh x Rp. 100,000 = Rp 37,000.00- Tukang batu 0.157 Oh x Rp. 130,000 = Rp 20,410.00- Tukang besi 0.007 Oh x Rp. 130,000 = Rp 910.00- Kepala tukang 0.0164 Oh x Rp. 150,000 = Rp 2,460.00- Mandor 0.0185 Oh x Rp. 130,000 = Rp 2,405.00
Jumlah (2) = Rp 63,185.00Jumlah (1) + (2) = Rp 181,909.92
PD 6.22 1 m² Pasangan dinding Conblock (CB.15)
6.22.1 Bahan- Concrete block (CB 15) 12.500 Bh x Rp. 1,600 = Rp 20,000.00- Semen portland 10.460 Kg x Rp. 1,300 = Rp 13,598.00- Pasir beton 0.003 M³ x Rp. 87,800 = Rp 263.40- Pasir pasang 0.032 M³ x Rp. 76,500 = Rp 2,448.00- Besi beton polos ø 8 mm 2.870 Bh x Rp. 14,410 = Rp 41,356.70- Paku biasa 2" - 5" 0.004 Kg x Rp. 14,520 = Rp 58.08- Kayu sembarang 0.001 M³ x Rp. 3,107,500 = Rp 3,107.50- Kawat beton 0.020 M³ x Rp. 16,830 = Rp 336.60- Koral beton 0.004 M³ x Rp. 185,900 = Rp 743.60
Jumlah (1) = Rp 81,911.88
6.22.2 Tenaga- Pekerja 0.340 Oh x Rp. 100,000 = Rp 34,000.00- Tukang batu 0.130 Oh x Rp. 130,000 = Rp 16,900.00- Tukang besi 0.007 Oh x Rp. 130,000 = Rp 910.00- Kepala tukang 0.0137 Oh x Rp. 150,000 = Rp 2,055.00- Mandor 0.017 Oh x Rp. 130,000 = Rp 2,210.00
Jumlah (2) = Rp 56,075.00Jumlah (1) + (2) = Rp 137,986.88
PD 6.23 1 m² Pasangan dinding Conblock (CB.10)
6.23.1 Bahan- Concrete block (CB 10) 12.500 Bh x Rp. 740 = Rp 9,250.00- Semen portland 7.200 Kg x Rp. 1,300 = Rp 9,360.00- Pasir beton 0.002 M³ x Rp. 87,800 = Rp 175.60- Pasir pasang 0.021 M³ x Rp. 76,500 = Rp 1,606.50- Besi beton polos 2.540 Bh x Rp. 14,410 = Rp 36,601.40- Paku biasa 2" - 5" 0.003 Kg x Rp. 14,520 = Rp 43.56- Kayu sembarang 0.001 M³ x Rp. 3,107,500 = Rp 3,107.50- Kawat beton 0.015 M³ x Rp. 16,830 = Rp 252.45- Koral beton 0.003 M³ x Rp. 185,900 = Rp 557.70
Jumlah (1) = Rp 60,954.71
6.23.2 Tenaga- Pekerja 0.340 Oh x Rp. 100,000 = Rp 34,000.00- Tukang batu 0.107 Oh x Rp. 130,000 = Rp 13,910.00- Tukang besi 0.007 Oh x Rp. 130,000 = Rp 910.00- Kepala tukang 0.0114 Oh x Rp. 150,000 = Rp 1,710.00- Mandor 0.017 Oh x Rp. 130,000 = Rp 2,210.00
Jumlah (2) = Rp 52,740.00Jumlah (1) + (2) = Rp 113,694.71
PD 6.24 1 m² Pasang dinding lantai
6.24.1 Bahan- Bondbeam 40 x 20 x 20 cm 2.500 Bh x Rp. 30,250 = Rp 75,625.00- Semen portland 5.100 Kg x Rp. 1,300 = Rp 6,630.00- Pasir beton 0.080 M³ x Rp. 87,800 = Rp 7,024.00- Besi beton polos 1.500 Kg x Rp. 14,410 = Rp 21,615.00- Koral beton 0.150 M³ x Rp. 185,900 = Rp 27,885.00
Jumlah (1) = Rp 138,779.00
6.24.2 Tenaga- Pekerja 0.100 Oh x Rp. 100,000 = Rp 10,000.00- Tukang batu 0.030 Oh x Rp. 130,000 = Rp 3,900.00- Tukang besi 0.030 Oh x Rp. 130,000 = Rp 3,900.00- Kepala tukang 0.006 Oh x Rp. 150,000 = Rp 900.00- Mandor 0.005 Oh x Rp. 130,000 = Rp 650.00
Jumlah (2) = Rp 19,350.00Jumlah (1) + (2) = Rp 158,129.00
PD 6.25 1 m² Pasang dinding roster / terawang
6.25.1 Bahan- Roster/terawang 36.000 Bh x Rp. 3,030 = Rp 109,080.00- Semen portland 12.800 Kg x Rp. 1,300 = Rp 16,640.00- Pasir pasang 0.035 M³ x Rp. 76,500 = Rp 2,677.50
Jumlah (1) = Rp 128,397.50
6.25.2 Tenaga- Pekerja 0.300 Oh x Rp. 100,000 = Rp 30,000.00- Tukang batu 0.100 Oh x Rp. 130,000 = Rp 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000 = Rp 1,500.00- Mandor 0.015 Oh x Rp. 130,000 = Rp 1,950.00
Jumlah (2) = Rp 46,450.00Jumlah (1) + (2) = Rp 174,847.50
PD 6.26 1 m² Pasang bata berongga ukuran ( 5 x 10 x 20 ) cm
6.26.1 Bahan- Batu berongga 80.000 Bh x Rp. 610 = Rp 48,800.00- Semen portland 23.650 Kg x Rp. 1,300 = Rp 30,745.00- Pasir pasang 0.570 M³ x Rp. 76,500 = Rp 43,605.00
Jumlah (1) = Rp 123,150.00
6.26.2 Tenaga- Pekerja 0.320 Oh x Rp. 100,000 = Rp 32,000.00- Tukang batu 0.150 Oh x Rp. 130,000 = Rp 19,500.00- Kepala tukang 0.015 Oh x Rp. 150,000 = Rp 2,250.00- Mandor 0.015 Oh x Rp. 130,000 = Rp 1,950.00
Jumlah (2) = Rp 55,700.00Jumlah (1) + (2) = Rp 178,850.00
PD 6.27 1 m² Pasang dinding anyaman bambu, rangka kayu
6.27.1 Bahan- Bilik bambu 1.500 M² x Rp. 16,340 = Rp 24,510.00- Kayu 5/7 0.014 M³ x Rp. 5,225,000 = Rp 73,150.00- Paku 0.012 Kg x Rp. 14,520 = Rp 174.24- List kayu 2/4 0.003 M³ x Rp. 5,225,000 = Rp 15,675.00
Jumlah (1) = Rp 113,509.24
6.27.2 Tenaga- Pekerja 0.100 Oh x Rp. 100,000 = Rp 10,000.00- Tukang batu 0.050 Oh x Rp. 130,000 = Rp 6,500.00- Kepala tukang 0.005 Oh x Rp. 150,000 = Rp 750.00- Mandor 0.002 Oh x Rp. 130,000 = Rp 260.00
Jumlah (2) = Rp 17,510.00Jumlah (1) + (2) = Rp 131,019.24
ANALISA BIAYA KONSTRUKSIPEKERJAAN PLESTERAN
PPL 6.1. 1 M² Plesteran 1 Pc : 1 Ps, tebal 15 mm
6.1.1. Bahan- Semen portland 12.920 Kg x Rp. 1,300 = Rp. 16,796.00- Pasir pasang 0.013 M³ x Rp. 76,500 = Rp. 994.50
Jumlah (1) = Rp. 17,790.506.1.2. Tenaga
- Pekerja 0.200 Oh x Rp. 100,000 = Rp. 20,000.00- Tukang batu 0.150 Oh x Rp. 130,000 = Rp. 19,500.00- Kepala tukang 0.015 Oh x Rp. 150,000 = Rp. 2,250.00- Mandor 0.010 Oh x Rp. 130,000 = Rp. 1,300.00
PK 6.1. 1 M³ Pasang kusen pintu dan jendela kayu jati :
6.1.1. Bahan- Kayu jati, balok 1.100 M³ x Rp. 23,925,000.00 = Rp. 26,317,500.00
Jumlah (1) = Rp. 26,317,500.00
6.1.2. Tenaga- Pekerja 6.000 Oh x Rp. 100,000.00 = Rp. 600,000.00- Tukang kayu 20.000 Oh x Rp. 130,000.00 = Rp. 2,600,000.00- Kepala tukang 2.000 Oh x Rp. 150,000.00 = Rp. 300,000.00- Mandor 0.300 Oh x Rp. 130,000.00 = Rp. 39,000.00
Jumlah (2) = Rp. 3,539,000.00Jumlah (1) +(2) = Rp. 29,856,500.00
PK 6.2. 1 M³ Pasang kusen pintu dan jendela kayu damar laut :
6.2.1. Bahan- Kayu meranti, balok 1.200 M³ x Rp. 9,075,000.00 = Rp. 10,890,000.00
Jumlah (1) = Rp. 10,890,000.00
6.2.2. Tenaga- Pekerja 6.000 Oh x Rp. 100,000.00 = Rp. 600,000.00- Tukang kayu 18.000 Oh x Rp. 130,000.00 = Rp. 2,340,000.00- Kepala tukang 2.000 Oh x Rp. 150,000.00 = Rp. 300,000.00- Mandor 0.300 Oh x Rp. 130,000.00 = Rp. 39,000.00
Jumlah (2) = Rp. 3,279,000.00Jumlah (1) +(2) = Rp. 14,169,000.00
PK 6.3. 1 M³ Pasang kusen pintu dan jendela kayu meranti :
6.3.1. Bahan- Kayu kapur, balok 1.200 M³ x Rp. 6,490,000.00 = Rp. 7,788,000.00
Jumlah (1) = Rp. 7,788,000.00
6.3.2. Tenaga- Pekerja 6.000 Oh x Rp. 100,000.00 = Rp. 600,000.00- Tukang kayu 18.000 Oh x Rp. 130,000.00 = Rp. 2,340,000.00- Kepala tukang 2.000 Oh x Rp. 150,000.00 = Rp. 300,000.00- Mandor 0.300 Oh x Rp. 130,000.00 = Rp. 39,000.00
Jumlah (2) = Rp. 3,279,000.00Jumlah (1) +(2) = Rp. 11,067,000.00
PK 6.4. 1 M³ Pasang kusen pintu dan jendela kayu damar laut :
6.4.1. Bahan- Kayu damar laut, balok 1.200 M³ x Rp. 9,350,000.00 = Rp. 11,220,000.00
Jumlah (1) = Rp. 11,220,000.00
6.4.2. Tenaga
- Pekerja 6.000 Oh x Rp. 100,000.00 = Rp. 600,000.00- Tukang kayu 18.000 Oh x Rp. 130,000.00 = Rp. 2,340,000.00- Kepala tukang 2.000 Oh x Rp. 150,000.00 = Rp. 300,000.00- Mandor 0.300 Oh x Rp. 130,000.00 = Rp. 39,000.00
Jumlah (2) = Rp. 3,279,000.00Jumlah (1) +(2) = Rp. 14,499,000.00
PK 6.5. 1 M² Pasang pintu klamp kayu meranti batu
6.5.1. Bahan- Kayu meranti batu, papan 0.036 M³ x Rp. 9,375,000.00 = Rp. 337,500.00- Paku biasa 2" - 5" 0.050 Kg x Rp. 14,520.00 = Rp. 726.00
Jumlah (1) = Rp. 338,226.006.5.2. Tenaga
- Pekerja 0.350 Oh x Rp. 100,000.00 = Rp. 35,000.00- Tukang kayu 1.050 Oh x Rp. 130,000.00 = Rp. 136,500.00- Kepala tukang 0.105 Oh x Rp. 150,000.00 = Rp. 15,750.00- Mandor 0.018 Oh x Rp. 130,000.00 = Rp. 2,340.00
Jumlah (2) = Rp. 189,590.00Jumlah (1) +(2) = Rp. 527,816.00
PK 6.6. 1 M³ Pasang pintu klamp kayu jati
6.6.1. Bahan- Kayu jati, papan 0.036 M³ x Rp. 24,104,440.00 = Rp. 867,759.84- Paku biasa 2" - 5" 0.050 Kg x Rp. 14,520.00 = Rp. 726.00
Jumlah (1) = Rp. 868,485.846.6.2. Tenaga
- Pekerja 0.350 Oh x Rp. 100,000.00 = Rp. 35,000.00- Tukang kayu 1.050 Oh x Rp. 130,000.00 = Rp. 136,500.00- Kepala tukang 0.105 Oh x Rp. 150,000.00 = Rp. 15,750.00- Mandor 0.018 Oh x Rp. 130,000.00 = Rp. 2,340.00
Jumlah (2) = Rp. 189,590.00Jumlah (1) +(2) = Rp. 1,058,075.84
PK 6.7. 1 M² Pasang pintu panel kayu jati :
6.7.1. Bahan- Kayu jati, papan 0.036 M³ x Rp. 24,104,440.00 = Rp. 867,759.84
Jumlah (1) 867,759.846.7.2. Tenaga
- Pekerja 1.000 Oh x Rp. 100,000.00 = Rp. 100,000.00- Tukang kayu 2.500 Oh x Rp. 130,000.00 = Rp. 325,000.00- Kepala tukang 0.250 Oh x Rp. 150,000.00 = Rp. 37,500.00- Mandor 0.050 Oh x Rp. 130,000.00 = Rp. 6,500.00
Jumlah (2) = Rp. 469,000.00Jumlah (1) +(2) = Rp. 1,336,759.84
PK 6.8. 1 M² Pasang pintu panel kayu meranti batu
6.8.1. Bahan- Kayu meranti batu, papan 0.040 M³ x Rp. 9,375,000.00 = Rp. 375,000.00
Jumlah (1) = Rp. 375,000.006.8.2. Tenaga
- Pekerja 1.000 Oh x Rp. 100,000.00 = Rp. 100,000.00- Tukang kayu 2.500 Oh x Rp. 130,000.00 = Rp. 325,000.00- Kepala tukang 0.250 Oh x Rp. 150,000.00 = Rp. 37,500.00- Mandor 0.050 Oh x Rp. 130,000.00 = Rp. 6,500.00
Jumlah (2) = Rp. 469,000.00Jumlah (1) +(2) = Rp. 844,000.00
PK 6.9. 1 M² Pasang pintu dan jendela kaca panel kayu jati :
6.9.1. Bahan- Kayu jati, papan 0.035 M³ x Rp. 24,104,440.00 = Rp. 843,655.40- Kaca polos 5 mm 0.800 M³ x Rp. 145,200.00 = Rp. 116,160.00
Jumlah (1) = Rp. 959,815.406.9.2. Tenaga
- Pekerja 0.800 Oh x Rp. 100,000.00 = Rp. 80,000.00- Tukang kayu 2.000 Oh x Rp. 130,000.00 = Rp. 260,000.00- Kepala tukang 0.200 Oh x Rp. 150,000.00 = Rp. 30,000.00- Mandor 0.040 Oh x Rp. 130,000.00 = Rp. 5,200.00
Jumlah (2) = Rp. 375,200.00Jumlah (1) +(2) = Rp. 1,335,015.40
PK 6.10. 1 M² Pasang pintu dan jendela kaca panel kayu meranti batu :
6.10.1. Bahan- Kayu meranti batu, papan 0.035 M³ x Rp. 9,375,000.00 = Rp. 328,125.00- Kaca polos 5 mm 0.800 M³ x Rp. 145,200.00 = Rp. 116,160.00
Jumlah (1) = Rp. 444,285.006.10.2. Tenaga
- Pekerja 0.800 Oh x Rp. 100,000.00 = Rp. 80,000.00- Tukang kayu 2.000 Oh x Rp. 130,000.00 = Rp. 260,000.00- Kepala tukang 0.200 Oh x Rp. 150,000.00 = Rp. 30,000.00- Mandor 0.040 Oh x Rp. 130,000.00 = Rp. 5,200.00
Jumlah (2) = Rp. 375,200.00Jumlah (1) +(2) = Rp. 819,485.00
PK 6.11. 1 M² Pasang pintu dan jendela kaca panel kayu meranti :
6.11.1. Bahan- Kayu meranti, papan 0.035 M³ x Rp. 5,475,000.00 = Rp. 191,625.00- Kaca polos 5 mm 0.800 M³ x Rp. 145,200.00 = Rp. 116,160.00
Jumlah (1) = Rp. 307,785.006.11.2. Tenaga
- Pekerja 0.800 Oh x Rp. 100,000.00 = Rp. 80,000.00- Tukang kayu 2.000 Oh x Rp. 130,000.00 = Rp. 260,000.00- Kepala tukang 0.200 Oh x Rp. 150,000.00 = Rp. 30,000.00- Mandor 0.040 Oh x Rp. 130,000.00 = Rp. 5,200.00
Jumlah (2) = Rp. 375,200.00Jumlah (1) +(2) = Rp. 682,985.00
PK 6.12. 1 M² Pasang pintu dan jendela jalusi kayu jati :
6.12.1. Bahan- Kayu jati, papan 0.064 M³ x Rp. 24,104,440.00 = Rp. 1,542,684.16
Jumlah (1) = Rp. 1,542,684.166.12.2. Tenaga
- Pekerja 1.000 Oh x Rp. 100,000.00 = Rp. 100,000.00- Tukang kayu 3.000 Oh x Rp. 130,000.00 = Rp. 390,000.00- Kepala tukang 0.300 Oh x Rp. 150,000.00 = Rp. 45,000.00- Mandor 0.300 Oh x Rp. 130,000.00 = Rp. 39,000.00
Jumlah (2) = Rp. 574,000.00Jumlah (1) +(2) = Rp. 2,116,684.16
PK 6.13. 1 M² Pasang pintu dan jendela jalusi kayu meranti batu :
6.13.1. Bahan- Kayu meranti batu, papan 0.064 M³ x Rp. 9,375,000.00 = Rp. 600,000.00
Jumlah (1) = Rp. 600,000.006.13.2. Tenaga
- Pekerja 1.000 Oh x Rp. 100,000.00 = Rp. 100,000.00- Tukang kayu 3.000 Oh x Rp. 130,000.00 = Rp. 390,000.00- Kepala tukang 0.300 Oh x Rp. 150,000.00 = Rp. 45,000.00- Mandor 0.500 Oh x Rp. 130,000.00 = Rp. 65,000.00
Jumlah (2) = Rp. 600,000.00Jumlah (1) +(2) = Rp. 1,200,000.00
PK 6.14. 1 M² Pasang pintu plywood rangka, rangka kayu jati :
6.14.1. Bahan- Kayu jati, papan 0.0196 M³ x Rp. 24,104,440.00 = Rp. 472,447.02- Paku biasa ½" - 1" 0.030 Kg x Rp. 16,940.00 = Rp. 508.20- Lem kayu 0.300 Lt x Rp. 37,400.00 = Rp. 11,220.00- Playwood 4' x 3' x 4 mm 1.000 Lbr x Rp. 51,920.00 = Rp. 51,920.00
Jumlah (1) = Rp. 536,095.22
6.14.2. Tenaga- Pekerja 0.600 Oh x Rp. 100,000.00 = Rp. 60,000.00- Tukang kayu 2.000 Oh x Rp. 130,000.00 = Rp. 260,000.00- Kepala tukang 0.200 Oh x Rp. 150,000.00 = Rp. 30,000.00- Mandor 0.030 Oh x Rp. 130,000.00 = Rp. 3,900.00
Jumlah (2) = Rp. 353,900.00Jumlah (1) +(2) = Rp. 889,995.22
PK 6.15. 1 M² Pasang pintu plywood rangka, rangka kayu meranti batu :
6.15.1. Bahan- Kayu meranti batu, papan 0.0196 M³ x Rp. 9,375,000.00 = Rp. 183,750.00- Paku biasa ½" - 1" 0.030 Kg x Rp. 16,940.00 = Rp. 508.20- Lem kayu 0.300 Lt x Rp. 37,400.00 = Rp. 11,220.00- Playwood 4' x 3' x 4 mm 1.000 Lbr x Rp. 51,920.00 = Rp. 51,920.00
Jumlah (1) = Rp. 247,398.206.15.2. Tenaga
- Pekerja 0.600 Oh x Rp. 100,000.00 = Rp. 60,000.00- Tukang kayu 2.000 Oh x Rp. 130,000.00 = Rp. 260,000.00- Kepala tukang 0.200 Oh x Rp. 150,000.00 = Rp. 30,000.00- Mandor 0.030 Oh x Rp. 130,000.00 = Rp. 3,900.00
Jumlah (2) = Rp. 353,900.00Jumlah (1) +(2) = Rp. 601,298.20
PK 6.16. 1 M² Pasang jalusi mati kusen kayu jati :
6.16.1. Bahan- Kayu jati, papan 0.060 M³ x Rp. 24,104,440.00 = Rp. 1,446,266.40- Paku biasa ½" - 1" 0.150 Kg x Rp. 16,940.00 = Rp. 2,541.00
Jumlah (1) = Rp. 1,448,807.406.16.2. Tenaga
- Pekerja 0.500 Oh x Rp. 100,000.00 = Rp. 50,000.00- Tukang kayu 2.000 Oh x Rp. 130,000.00 = Rp. 260,000.00- Kepala tukang 0.200 Oh x Rp. 150,000.00 = Rp. 30,000.00- Mandor 0.025 Oh x Rp. 130,000.00 = Rp. 3,250.00
Jumlah (2) = Rp. 343,250.00Jumlah (1) +(2) = Rp. 1,792,057.40
PK 6.17. 1 M² Pasang jalusi mati kusen kayu damar laut :
6.17.1. Bahan- Kayu damar laut, papan 0.060 M³ x Rp. 9,650,000.00 = Rp. 579,000.00- Paku biasa ½" - 1" 0.150 Kg x Rp. 16,940.00 = Rp. 2,541.00
Jumlah (1) = Rp. 581,541.006.17.2. Tenaga
- Pekerja 0.500 Oh x Rp. 100,000.00 = Rp. 50,000.00- Tukang kayu 2.000 Oh x Rp. 130,000.00 = Rp. 260,000.00- Kepala tukang 0.200 Oh x Rp. 150,000.00 = Rp. 30,000.00- Mandor 0.025 Oh x Rp. 130,000.00 = Rp. 3,250.00
Jumlah (2) = Rp. 343,250.00Jumlah (1) +(2) = Rp. 924,791.00
PK 6.18. 1 M² Pasang pintu plywood rangka, rangka kayu meranti :
6.18.1. Bahan- Kayu meranti, papan 0.0196 M³ x Rp. 5,475,000.00 = Rp. 107,310.00- Paku biasa ½" - 1" 0.030 Kg x Rp. 16,940.00 = Rp. 508.20- Lem kayu 0.300 Lt x Rp. 37,400.00 = Rp. 11,220.00- Playwood 4' x 3' x 4 mm 1.000 Lbr x Rp. 51,920.00 = Rp. 51,920.00
Jumlah (1) = Rp. 63,140.006.18.2. Tenaga
- Pekerja 0.600 Oh x Rp. 100,000.00 = Rp. 60,000.00- Tukang kayu 2.000 Oh x Rp. 130,000.00 = Rp. 260,000.00- Kepala tukang 0.200 Oh x Rp. 150,000.00 = Rp. 30,000.00- Mandor 0.030 Oh x Rp. 130,000.00 = Rp. 3,900.00
Jumlah (2) = Rp. 353,900.00Jumlah (1) +(2) = Rp. 417,040.00
PK 6.19. 1 M² Pasang pintu teakwood rangka, rangka kayu jati :
6.19.1. Bahan- Kayu jati, papan 0.0196 M³ x Rp. 24,104,440.00 = Rp. 472,447.02- Paku biasa ½" - 1" 0.300 Kg x Rp. 16,940.00 = Rp. 5,082.00- Lem kayu 0.300 Lt x Rp. 37,400.00 = Rp. 11,220.00- Teakwood 4' x 8' x 4 mm 1.000 Lbr x Rp. 54,450.00 = Rp. 54,450.00
Jumlah (1) = Rp. 543,199.026.19.2. Tenaga
- Pekerja 0.600 Oh x Rp. 100,000.00 = Rp. 60,000.00- Tukang kayu 2.000 Oh x Rp. 130,000.00 = Rp. 260,000.00- Kepala tukang 0.200 Oh x Rp. 150,000.00 = Rp. 30,000.00- Mandor 0.030 Oh x Rp. 130,000.00 = Rp. 3,900.00
Jumlah (2) = Rp. 353,900.00Jumlah (1) +(2) = Rp. 897,099.02
PK 6.20. 1 M² Pasang pintu teakwood rangka, rangka kayu meranti batu :
6.20.1. Bahan- Kayu meranti batu, papan 0.0196 M³ x Rp. 9,375,000.00 = Rp. 183,750.00- Paku biasa ½" - 1" 0.300 Kg x Rp. 16,940.00 = Rp. 5,082.00- Lem kayu 0.300 Lt x Rp. 37,400.00 = Rp. 11,220.00- Teakwood 4' x 8' x 4 mm 1.000 Lbr x Rp. 54,450.00 = Rp. 54,450.00
Jumlah (1) = Rp. 254,502.006.20.2. Tenaga
- Pekerja 0.600 Oh x Rp. 100,000.00 = Rp. 60,000.00- Tukang kayu 2.000 Oh x Rp. 130,000.00 = Rp. 260,000.00- Kepala tukang 0.200 Oh x Rp. 150,000.00 = Rp. 30,000.00- Mandor 0.030 Oh x Rp. 130,000.00 = Rp. 3,900.00
Jumlah (2) = Rp. 353,900.00Jumlah (1) +(2) = Rp. 608,402.00
PK 6.21. 1 M² Pasang pintu plywood & formika, rangka kayu jati :
6.21.1. Bahan- Kayu jati, papan 0.0196 M³ x Rp. 24,104,440.00 = Rp. 472,447.02- Paku biasa ½" - 1" 0.300 Kg x Rp. 16,940.00 = Rp. 5,082.00- Lem kayu 0.800 Lt x Rp. 37,400.00 = Rp. 29,920.00- Plywood 4' x 8' x 4 mm 1.000 Lbr x Rp. 51,920.00 = Rp. 51,920.00- Formica 4' x 8' 1.000 Lbr x Rp. 74,250.00 = Rp. 74,250.00
Jumlah (1) = Rp. 633,619.026.21.2. Tenaga
- Pekerja 0.800 Oh x Rp. 100,000.00 = Rp. 80,000.00- Tukang kayu 2.500 Oh x Rp. 130,000.00 = Rp. 325,000.00- Kepala tukang 0.250 Oh x Rp. 150,000.00 = Rp. 37,500.00- Mandor 0.040 Oh x Rp. 130,000.00 = Rp. 5,200.00
Jumlah (2) = Rp. 447,700.00Jumlah (1) +(2) = Rp. 1,081,319.02
PK 6.22. 1 M² Pasang pintu plywood & formika, rangka kayu meranti batu :
6.22.1. Bahan- Kayu meranti batu, papan 0.0196 M³ x Rp. 9,375,000.00 = Rp. 183,750.00- Paku biasa ½" - 1" 0.300 Kg x Rp. 16,940.00 = Rp. 5,082.00- Lem kayu 0.800 Lt x Rp. 37,400.00 = Rp. 29,920.00- Plywood 4' x 8' x 4 mm 1.000 Lbr x Rp. 51,920.00 = Rp. 51,920.00- Formica 4' x 8' 1.000 Lbr x Rp. 74,250.00 = Rp. 74,250.00
Jumlah (1) = Rp. 344,922.00
6.22.2. Tenaga- Pekerja 0.800 Oh x Rp. 100,000.00 = Rp. 80,000.00- Tukang kayu 2.500 Oh x Rp. 130,000.00 = Rp. 325,000.00- Kepala tukang 0.250 Oh x Rp. 150,000.00 = Rp. 37,500.00- Mandor 0.040 Oh x Rp. 130,000.00 = Rp. 5,200.00
Jumlah (2) = Rp. 447,700.00Jumlah (1) +(2) = Rp. 792,622.00
PK 6.23. 1 M² Pasang pintu plywood & formika, rangka kayu jati :
6.23.1. Bahan- Kayu jati, papan 0.0196 M³ x Rp. 24,104,440.00 = Rp. 472,447.02- Paku biasa ½" - 1" 0.300 Kg x Rp. 16,940.00 = Rp. 5,082.00- Lem kayu 0.800 Lt x Rp. 37,400.00 = Rp. 29,920.00- Teakwood 4' x 8' x 4 mm 1.000 Lbr x Rp. 54,450.00 = Rp. 54,450.00- Formica 4' x 8' 1.000 Lbr x Rp. 74,250.00 = Rp. 74,250.00
Jumlah (1) = Rp. 636,149.02
6.23.2. Tenaga- Pekerja 0.800 Oh x Rp. 100,000.00 = Rp. 80,000.00- Tukang kayu 2.500 Oh x Rp. 130,000.00 = Rp. 325,000.00- Kepala tukang 0.250 Oh x Rp. 150,000.00 = Rp. 37,500.00- Mandor 0.040 Oh x Rp. 130,000.00 = Rp. 5,200.00
Jumlah (2) = Rp. 447,700.00Jumlah (1) +(2) = Rp. 1,083,849.02
PK 6.24. 1 M² Pasang pintu plywood & formika, rangka kayu damar laut (divermis) :
6.24.1. Bahan- Kayu meranti batu, papan 0.0196 M³ x Rp. 9,375,000.00 = Rp. 183,750.00- Paku biasa ½" - 1" 0.300 Kg x Rp. 16,940.00 = Rp. 5,082.00- Lem kayu 0.800 Lt x Rp. 37,400.00 = Rp. 29,920.00- Teakwood 4' x 8' x 4 mm 0.500 Lbr x Rp. 54,450.00 = Rp. 27,225.00- Vernis 0.500 Lt x Rp. 48,280.00 = Rp. 24,140.00- Formica 4' x 8' 0.500 Lbr x Rp. 74,250.00 = Rp. 37,125.00
Jumlah (1) = Rp. 307,242.00
6.24.2. Tenaga- Pekerja 0.800 Oh x Rp. 100,000.00 = Rp. 80,000.00- Tukang kayu 2.500 Oh x Rp. 130,000.00 = Rp. 325,000.00- Kepala tukang 0.250 Oh x Rp. 150,000.00 = Rp. 37,500.00- Mandor 0.040 Oh x Rp. 130,000.00 = Rp. 5,200.00
Jumlah (2) = Rp. 447,700.00Jumlah (1) +(2) = Rp. 754,942.00
PK 6.29. 1 M³ Pasang konstruksi kuda-kuda kayu damar laut :
6.29.1. Bahan- Kayu damar laut, balok 1.1000 M³ x Rp. 9,350,000.00 = Rp. 10,285,000.00- Besi strip 15.000 Kg x Rp. 11,880.00 = Rp. 178,200.00- Paku biasa 2" - 5" 0.800 Kg x Rp. 16,940.00 = Rp. 13,552.00
Jumlah (1) = Rp. 10,476,752.00
6.29.2. Tenaga- Pekerja 4.000 Oh x Rp. 100,000.00 = Rp. 400,000.00- Tukang kayu 12.000 Oh x Rp. 130,000.00 = Rp. 1,560,000.00- Kepala tukang 1.200 Oh x Rp. 150,000.00 = Rp. 180,000.00- Mandor 0.200 Oh x Rp. 130,000.00 = Rp. 26,000.00
Jumlah (2) = Rp. 2,166,000.00Jumlah (1) +(2) = Rp. 12,642,752.00
PK 6.30. 1 M³ Pasang konstruksi kuda-kuda kayu meranti :
6.30.1. Bahan- Kayu meranti, balok 1.1000 M³ x Rp. 5,225,000.00 = Rp. 5,747,500.00- Besi strip 15.000 Kg x Rp. 11,880.00 = Rp. 178,200.00- Paku biasa 2" - 5" 0.800 Kg x Rp. 16,940.00 = Rp. 13,552.00
Jumlah (1) = Rp. 5,939,252.00
6.30.2. Tenaga- Pekerja 4.000 Oh x Rp. 100,000.00 = Rp. 400,000.00- Tukang kayu 12.000 Oh x Rp. 130,000.00 = Rp. 1,560,000.00- Kepala tukang 1.200 Oh x Rp. 150,000.00 = Rp. 180,000.00- Mandor 0.200 Oh x Rp. 130,000.00 = Rp. 26,000.00
Jumlah (2) = Rp. 2,166,000.00Jumlah (1) +(2) = Rp. 8,105,252.00
PK 6.31. 1 M² Pasang kaso + reng genteng kodok kayu meranti :
6.31.1. Bahan- Kayu meranti, balok 0.012 M³ x Rp. 5,225,000.00 = Rp. 62,700.00- Paku biasa 2" - 5" 0.150 Kg x Rp. 16,940.00 = Rp. 2,541.00
Jumlah (1) = Rp. 65,241.006.31.2. Tenaga
- Pekerja 0.100 Oh x Rp. 100,000.00 = Rp. 10,000.00- Tukang kayu 0.100 Oh x Rp. 130,000.00 = Rp. 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000.00 = Rp. 1,500.00- Mandor 0.005 Oh x Rp. 130,000.00 = Rp. 650.00
Jumlah (2) = Rp. 25,150.00Jumlah (1) +(2) = Rp. 90,391.00
PK 6.32. 1 M² Pasang kaso + reng genteng kodok kayu damar laut :
6.32.1. Bahan- Kayu damar laut, balok 0.012 M³ x Rp. 9,350,000.00 = Rp. 112,200.00- Paku biasa 2" - 5" 0.150 Kg x Rp. 16,940.00 = Rp. 2,541.00
Jumlah (1) = Rp. 114,741.00
6.32.2. Tenaga- Pekerja 0.100 Oh x Rp. 100,000.00 = Rp. 10,000.00- Tukang kayu 0.100 Oh x Rp. 130,000.00 = Rp. 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000.00 = Rp. 1,500.00- Mandor 0.005 Oh x Rp. 130,000.00 = Rp. 650.00
Jumlah (2) = Rp. 25,150.00Jumlah (1) +(2) = Rp. 139,891.00
PK 6.33. 1 M² Pasang kaso + reng genteng monier kayu jati :
6.33.1. Bahan- Kayu jati, balok 0.014 M³ x Rp. 23,925,000.00 = Rp. 334,950.00- Paku biasa 2" - 5" 0.150 Kg x Rp. 16,940.00 = Rp. 2,541.00
Jumlah (1) = Rp. 337,491.00
6.33.2. Tenaga- Pekerja 0.100 Oh x Rp. 100,000.00 = Rp. 10,000.00- Tukang kayu 0.100 Oh x Rp. 130,000.00 = Rp. 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000.00 = Rp. 1,500.00- Mandor 0.005 Oh x Rp. 130,000.00 = Rp. 650.00
Jumlah (2) = Rp. 25,150.00Jumlah (1) +(2) = Rp. 362,641.00
PK 6.34. 1 M² Pasang kaso + reng genteng monier kayu damar laut :
6.34.1. Bahan- Kayu damar laut, balok 0.014 M³ x Rp. 9,350,000.00 = Rp. 130,900.00- Paku biasa 2" - 5" 0.150 Kg x Rp. 16,940.00 = Rp. 2,541.00
Jumlah (1) = Rp. 133,441.00
6.34.2. Tenaga- Pekerja 0.100 Oh x Rp. 100,000.00 = Rp. 10,000.00- Tukang kayu 0.100 Oh x Rp. 130,000.00 = Rp. 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000.00 = Rp. 1,500.00- Mandor 0.005 Oh x Rp. 130,000.00 = Rp. 650.00
Jumlah (2) = Rp. 25,150.00Jumlah (1) +(2) = Rp. 158,591.00
PK 6.35. 1 M² Pasang kaso + reng genteng beton kayu damar laut :
6.35.1. Bahan- Kayu damar laut, balok 0.014 M³ x Rp. 9,350,000.00 = Rp. 130,900.00- Paku biasa 2" - 5" 0.150 Kg x Rp. 16,940.00 = Rp. 2,541.00
Jumlah (1) = Rp. 133,441.006.35.2. Tenaga
- Pekerja 0.100 Oh x Rp. 100,000.00 = Rp. 10,000.00- Tukang kayu 0.100 Oh x Rp. 130,000.00 = Rp. 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000.00 = Rp. 1,500.00- Mandor 0.005 Oh x Rp. 130,000.00 = Rp. 650.00
Jumlah (2) = Rp. 25,150.00Jumlah (1) +(2) = Rp. 158,591.00
PK 6.36. 1 M² Pasang kaso + reng atap sirap kayu damar laut :
6.36.1. Bahan- Kayu damar laut, balok 0.165 M³ x Rp. 9,350,000.00 = Rp. 1,542,750.00- Paku biasa 2" - 5" 0.200 Kg x Rp. 16,940.00 = Rp. 3,388.00
Jumlah (1) = Rp. 1,546,138.00
6.36.2. Tenaga- Pekerja 0.120 Oh x Rp. 100,000.00 = Rp. 12,000.00- Tukang kayu 0.120 Oh x Rp. 130,000.00 = Rp. 15,600.00- Kepala tukang 0.012 Oh x Rp. 150,000.00 = Rp. 1,800.00- Mandor 0.006 Oh x Rp. 130,000.00 = Rp. 780.00
Jumlah (2) = Rp. 30,180.00Jumlah (1) +(2) = Rp. 1,576,318.00
PK 6.37. 1 M² Pasang kaso + reng atap sirap kayu meranti :
6.37.1. Bahan- Kayu meranti, balok 0.165 M³ x Rp. 5,225,000.00 = Rp. 862,125.00- Paku biasa 2" - 5" 0.200 Kg x Rp. 16,940.00 = Rp. 3,388.00
Jumlah (1) = Rp. 865,513.006.37.2. Tenaga
- Pekerja 0.120 Oh x Rp. 100,000.00 = Rp. 12,000.00- Tukang kayu 0.120 Oh x Rp. 130,000.00 = Rp. 15,600.00- Kepala tukang 0.012 Oh x Rp. 150,000.00 = Rp. 1,800.00- Mandor 0.006 Oh x Rp. 130,000.00 = Rp. 780.00
Jumlah (2) = Rp. 30,180.00Jumlah (1) +(2) = Rp. 895,693.00
PK 6.38. 1 M² Pasang rangka langit-langit (1.00 x 1.00) m, kayu jati :
6.38.1. Bahan- Kayu jati, balok 0.012 M³ x Rp. 23,925,000.00 = Rp. 287,100.00- Paku biasa 2" - 5" 0.100 Kg x Rp. 16,940.00 = Rp. 1,694.00
Jumlah (1) = Rp. 288,794.006.38.2. Tenaga
- Pekerja 0.150 Oh x Rp. 100,000.00 = Rp. 15,000.00- Tukang kayu 0.250 Oh x Rp. 130,000.00 = Rp. 32,500.00- Kepala tukang 0.025 Oh x Rp. 150,000.00 = Rp. 3,750.00- Mandor 0.075 Oh x Rp. 130,000.00 = Rp. 9,750.00
Jumlah (2) = Rp. 61,000.00Jumlah (1) +(2) = Rp. 349,794.00
PK 6.38. A 1 M² Pasang rangka langit-langit (1.00 x 1.00) m, damar laut :
6.38.1. Bahan- Kayu damar laut, balok 0.012 M³ x Rp. 9,350,000.00 = Rp. 112,200.00- Paku biasa 2" - 5" 0.100 Kg x Rp. 16,940.00 = Rp. 1,694.00
Jumlah (1) = Rp. 113,894.006.38.2. Tenaga
- Pekerja 0.150 Oh x Rp. 100,000.00 = Rp. 15,000.00- Tukang kayu 0.250 Oh x Rp. 130,000.00 = Rp. 32,500.00- Kepala tukang 0.025 Oh x Rp. 150,000.00 = Rp. 3,750.00- Mandor 0.075 Oh x Rp. 130,000.00 = Rp. 9,750.00
Jumlah (2) = Rp. 61,000.00Jumlah (1) +(2) = Rp. 174,894.00
PK 6.38. B 1 M² Pasang rangka langit-langit (1.00 x 1.00) m, Kayu meranti :
6.38.1. Bahan- Kayu meranti, balok 0.012 M³ x Rp. 5,225,000.00 = Rp. 62,700.00- Paku biasa 2" - 5" 0.100 Kg x Rp. 16,940.00 = Rp. 1,694.00
Jumlah (1) = Rp. 64,394.006.38.2. Tenaga
- Pekerja 0.150 Oh x Rp. 100,000.00 = Rp. 15,000.00- Tukang kayu 0.250 Oh x Rp. 130,000.00 = Rp. 32,500.00- Kepala tukang 0.025 Oh x Rp. 150,000.00 = Rp. 3,750.00- Mandor 0.075 Oh x Rp. 130,000.00 = Rp. 9,750.00
Jumlah (2) = Rp. 61,000.00Jumlah (1) +(2) = Rp. 125,394.00
PK 6.44. 1 M² Pasang rangka langit-langit (30 x 30) cm, kayu jati :
6.44.1. Bahan- Kayu jati, balok 0.027 M³ x Rp. 23,925,000.00 = Rp. 645,975.00- Paku biasa 2" - 5" 0.200 Kg x Rp. 16,940.00 = Rp. 3,388.00
Jumlah (1) = Rp. 649,363.006.44.2. Tenaga
- Pekerja 0.250 Oh x Rp. 100,000.00 = Rp. 25,000.00- Tukang kayu 0.350 Oh x Rp. 130,000.00 = Rp. 45,500.00- Kepala tukang 0.035 Oh x Rp. 150,000.00 = Rp. 5,250.00- Mandor 0.0125 Oh x Rp. 130,000.00 = Rp. 1,625.00
Jumlah (2) = Rp. 77,375.00Jumlah (1) +(2) = Rp. 726,738.00
PK 6.45. 1 M² Pasang rangka langit-langit (30 x 30) cm, kayu damar laut :
6.45.1. Bahan- Kayu damar laut, balok 0.027 M³ x Rp. 9,350,000.00 = Rp. 252,450.00- Paku biasa 2" - 5" 0.200 Kg x Rp. 16,940.00 = Rp. 3,388.00
Jumlah (1) = Rp. 255,838.006.45.2. Tenaga
- Pekerja 0.250 Oh x Rp. 100,000.00 = Rp. 25,000.00- Tukang kayu 0.350 Oh x Rp. 130,000.00 = Rp. 45,500.00- Kepala tukang 0.035 Oh x Rp. 150,000.00 = Rp. 5,250.00- Mandor 0.0125 Oh x Rp. 130,000.00 = Rp. 1,625.00
Jumlah (2) = Rp. 77,375.00Jumlah (1) +(2) = Rp. 333,213.00
PK 6.46. 1 M² Pasang rangka langit-langit (30 x 30) cm, kayu meranti :6.46.1. Bahan
- Kayu meranti, balok 0.027 M³ x Rp. 5,225,000.00 = Rp. 141,075.00- Paku biasa 2" - 5" 0.200 Kg x Rp. 16,940.00 = Rp. 3,388.00
Jumlah (1) = Rp. 144,463.006.46.2. Tenaga
- Pekerja 0.250 Oh x Rp. 100,000.00 = Rp. 25,000.00- Tukang kayu 0.350 Oh x Rp. 130,000.00 = Rp. 45,500.00- Kepala tukang 0.035 Oh x Rp. 150,000.00 = Rp. 5,250.00- Mandor 0.0125 Oh x Rp. 130,000.00 = Rp. 1,625.00
Jumlah (2) = Rp. 77,375.00Jumlah (1) +(2) = Rp. 221,838.00
PK 6.47. 1 M´ Pasang lisplang ukuran (3 x 20) cm, kayu meranti :
6.47.1. Bahan- Kayu meranti, papan 0.0072 M³ x Rp. 5,475,000.00 = Rp. 39,420.00- Paku biasa 2" - 5" 0.050 Kg x Rp. 16,940.00 = Rp. 847.00
Jumlah (1) = Rp. 40,267.006.47.2. Tenaga
- Pekerja 0.100 Oh x Rp. 100,000.00 = Rp. 10,000.00- Tukang kayu 0.200 Oh x Rp. 130,000.00 = Rp. 26,000.00- Kepala tukang 0.025 Oh x Rp. 150,000.00 = Rp. 3,750.00- Mandor 0.005 Oh x Rp. 130,000.00 = Rp. 650.00
Jumlah (2) = Rp. 40,400.00Jumlah (1) +(2) = Rp. 80,667.00
PK 6.48. 1 M´ Pasang lisplang ukuran (3 x 20) cm, kayu meranti batu :
6.48.1. Bahan- Meranti batu, papan 0.0072 M³ x Rp. 9,375,000.00 = Rp. 67,500.00- Paku biasa 2" - 5" 0.050 Kg x Rp. 16,940.00 = Rp. 847.00
Jumlah (1) = Rp. 68,347.006.48.2. Tenaga
- Pekerja 0.100 Oh x Rp. 100,000.00 = Rp. 10,000.00- Tukang kayu 0.200 Oh x Rp. 130,000.00 = Rp. 26,000.00- Kepala tukang 0.020 Oh x Rp. 150,000.00 = Rp. 3,000.00- Mandor 0.005 Oh x Rp. 130,000.00 = Rp. 650.00
Jumlah (2) = Rp. 39,650.00Jumlah (1) +(2) = Rp. 107,997.00
PK 6.49. 1 M´ Pasang lisplang ukuran (3 x 30) cm, kayu jati :
6.49.1. Bahan- Kayu jati, papan 0.0110 M³ x Rp. 24,104,440.00 = Rp. 265,148.84- Paku biasa 2" - 5" 0.050 Kg x Rp. 16,940.00 = Rp. 847.00
Jumlah (1) = Rp. 265,995.846.49.2. Tenaga
- Pekerja 0.110 Oh x Rp. 100,000.00 = Rp. 11,000.00- Tukang kayu 0.220 Oh x Rp. 130,000.00 = Rp. 28,600.00- Kepala tukang 0.022 Oh x Rp. 150,000.00 = Rp. 3,300.00- Mandor 0.005 Oh x Rp. 130,000.00 = Rp. 650.00
Jumlah (2) = Rp. 43,550.00Jumlah (1) +(2) = Rp. 309,545.84
PK 6.50. 1 M´ Pasang lisplang ukuran (3 x 30) cm, kayu meranti batu :
6.50.1. Bahan- Meranti batu, papan 0.011 M³ x Rp. 9,375,000.00 = Rp. 103,125.00- Paku biasa 2" - 5" 0.050 Kg x Rp. 16,940.00 = Rp. 847.00
Jumlah (1) = Rp. 103,972.00
6.50.2. Tenaga- Pekerja 0.110 Oh x Rp. 100,000.00 = Rp. 11,000.00- Tukang kayu 0.220 Oh x Rp. 130,000.00 = Rp. 28,600.00- Kepala tukang 0.022 Oh x Rp. 150,000.00 = Rp. 3,300.00- Mandor 0.005 Oh x Rp. 130,000.00 = Rp. 650.00
Jumlah (2) = Rp. 43,550.00Jumlah (1) +(2) = Rp. 147,522.00
PK 6.51. 1 M´ Pasang lisplang ukuran 2 x (3 x 20) cm, kayu meranti batu :
6.51.1. Bahan- Meranti batu, papan 0.0145 M³ x Rp. 9,375,000.00 = Rp. 135,937.50- Paku biasa 2" - 5" 0.060 Kg x Rp. 16,940.00 = Rp. 1,016.40
Jumlah (1) = Rp. 136,953.906.51.2. Tenaga
- Pekerja 0.150 Oh x Rp. 100,000.00 = Rp. 15,000.00- Tukang kayu 0.250 Oh x Rp. 130,000.00 = Rp. 32,500.00- Kepala tukang 0.025 Oh x Rp. 150,000.00 = Rp. 3,750.00- Mandor 0.075 Oh x Rp. 130,000.00 = Rp. 9,750.00
Jumlah (2) = Rp. 61,000.00Jumlah (1) +(2) = Rp. 197,953.90
PK 6.52. 1 M´ Pasang lisplang ukuran 2 x (2 x 20) cm, kayu meranti batu :
6.52.1. Bahan- Meranti batu, papan 0.0086 M³ x Rp. 9,375,000.00 = Rp. 80,625.00- Paku biasa 2" - 5" 0.060 Kg x Rp. 16,940.00 = Rp. 1,016.40
Jumlah (1) = Rp. 81,641.406.52.2. Tenaga
- Pekerja 0.100 Oh x Rp. 100,000.00 = Rp. 10,000.00- Tukang kayu 0.100 Oh x Rp. 130,000.00 = Rp. 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000.00 = Rp. 1,500.00- Mandor 0.050 Oh x Rp. 130,000.00 = Rp. 6,500.00
Jumlah (2) = Rp. 31,000.00Jumlah (1) +(2) = Rp. 112,641.40
PK 6.53. 1 M´ Pasang lisplang ukuran 2 x (2 x 20) cm, kayu meranti :
6.53.1. Bahan- Kayu meranti,papan 0.0086 M³ x Rp. 5,475,000.00 = Rp. 47,085.00- Paku biasa 2" - 5" 0.060 Kg x Rp. 16,940.00 = Rp. 1,016.40
Jumlah (1) = Rp. 48,101.406.53.2. Tenaga
- Pekerja 0.100 Oh x Rp. 100,000.00 = Rp. 10,000.00- Tukang kayu 0.100 Oh x Rp. 130,000.00 = Rp. 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000.00 = Rp. 1,500.00- Mandor 0.050 Oh x Rp. 130,000.00 = Rp. 6,500.00
Jumlah (2) = Rp. 31,000.00Jumlah (1) +(2) = Rp. 79,101.40
PK 6.54. 1 M´ Pasang rangka dinding pemisah, kayu damar laut :
6.54.1. Bahan- Kayu damar laut, balok 0.0195 M³ x Rp. 9,350,000.00 = Rp. 182,325.00- Meranti batu, papan 0.007 M³ x Rp. 9,375,000.00 = Rp. 65,625.00- Paku biasa 2" - 5" 0.100 Kg x Rp. 16,940.00 = Rp. 1,694.00
Jumlah (1) = Rp. 249,644.006.54.2. Tenaga
- Pekerja 0.150 Oh x Rp. 100,000.00 = Rp. 15,000.00- Tukang kayu 0.450 Oh x Rp. 130,000.00 = Rp. 58,500.00- Kepala tukang 0.045 Oh x Rp. 150,000.00 = Rp. 6,750.00- Mandor 0.075 Oh x Rp. 130,000.00 = Rp. 9,750.00
Jumlah (2) = Rp. 90,000.00Jumlah (1) +(2) = Rp. 339,644.00
6.55.1. Bahan- Kayu meranti, balok 0.0195 M³ x Rp. 5,225,000.00 = Rp. 101,887.50- Kayu meranti, papan 0.007 M³ x Rp. 5,475,000.00 = Rp. 38,325.00- Paku biasa 2" - 5" 0.100 Kg x Rp. 16,940.00 = Rp. 1,694.00
Jumlah (1) = Rp. 141,906.506.55.2. Tenaga
- Pekerja 0.150 Oh x Rp. 100,000.00 = Rp. 15,000.00- Tukang kayu 0.450 Oh x Rp. 130,000.00 = Rp. 58,500.00- Kepala tukang 0.045 Oh x Rp. 150,000.00 = Rp. 6,750.00- Mandor 0.075 Oh x Rp. 130,000.00 = Rp. 9,750.00
Jumlah (2) = Rp. 90,000.00Jumlah (1) +(2) = Rp. 231,906.50
PK 6.56. 1 M² Pasang dinding pemisah teakwood rangka, rangka kayu damar laut :
6.56.1. Bahan- Kayu damar laut, balok 0.0195 M³ x Rp. 9,350,000.00 = Rp. 182,325.00- Teakwood 4' x 8' 1.000 M³ x Rp. 54,450.00 = Rp. 54,450.00- Paku biasa 2" - 5" 0.100 Kg x Rp. 16,940.00 = Rp. 1,694.00
Jumlah (1) = Rp. 238,469.006.56.2. Tenaga
- Pekerja 0.150 Oh x Rp. 100,000.00 = Rp. 15,000.00- Tukang kayu 0.450 Oh x Rp. 130,000.00 = Rp. 58,500.00- Kepala tukang 0.045 Oh x Rp. 150,000.00 = Rp. 6,750.00- Mandor 0.075 Oh x Rp. 130,000.00 = Rp. 9,750.00
Jumlah (2) = Rp. 90,000.00Jumlah (1) +(2) = Rp. 328,469.00
PK 6.57. 1 M² Pasang dinding pemisah double plywood, rangka kayu damar laut :
6.57.1. Bahan- Kayu damar laut, balok 0.0195 M³ x Rp. 9,350,000.00 = Rp. 182,325.00- Paku biasa 2" - 5" 0.100 Kg x Rp. 16,940.00 = Rp. 1,694.00- Lem kayu 0.560 Lt x Rp. 37,400.00 = Rp. 20,944.00- Plywood 4' x 8' x 4 mm 1.000 Lbr x Rp. 51,920.00 = Rp. 51,920.00
Jumlah (1) = Rp. 256,883.00
6.57.2. Tenaga- Pekerja 0.200 Oh x Rp. 100,000.00 = Rp. 20,000.00- Tukang kayu 0.600 Oh x Rp. 130,000.00 = Rp. 78,000.00- Kepala tukang 0.060 Oh x Rp. 150,000.00 = Rp. 9,000.00- Mandor 0.010 Oh x Rp. 130,000.00 = Rp. 1,300.00
Jumlah (2) = Rp. 108,300.00Jumlah (1) +(2) = Rp. 365,183.00
PK 6.58. 1 M² Pasang dinding lambrizering dari papan meranti :
6.58.1. Bahan- Kayu meranti, papan 0.0120 M³ x Rp. 5,475,000.00 = Rp. 65,700.00- Paku biasa 2" - 5" 0.100 Kg x Rp. 16,940.00 = Rp. 1,694.00- Paku skrup 3,5" 0.150 Lbr x Rp. 21,180.00 = Rp. 3,177.00
Jumlah (1) = Rp. 70,571.006.58.2. Tenaga
- Pekerja 0.600 Oh x Rp. 100,000.00 = Rp. 60,000.00- Tukang kayu 1.800 Oh x Rp. 130,000.00 = Rp. 234,000.00- Kepala tukang 0.180 Oh x Rp. 150,000.00 = Rp. 27,000.00- Mandor 0.030 Oh x Rp. 130,000.00 = Rp. 3,900.00
Jumlah (2) = Rp. 324,900.00Jumlah (1) +(2) = Rp. 395,471.00
PK 6.59. 1 M² Pasang plywood tebal 4 mm, untuk dinding :
6.59.1. Bahan
- Plywood 4' x 8' x 4 mm 0.4000 Lbr x Rp. 51,920.00 = Rp. 20,768.00- Paku biasa 2" - 5" 0.050 Kg x Rp. 16,940.00 = Rp. 847.00
Jumlah (1) = Rp. 21,615.006.59.2. Tenaga
- Pekerja 0.025 Oh x Rp. 100,000.00 = Rp. 2,500.00- Tukang kayu 0.075 Oh x Rp. 130,000.00 = Rp. 9,750.00- Kepala tukang 0.0075 Oh x Rp. 150,000.00 = Rp. 1,125.00- Mandor 0.0013 Oh x Rp. 130,000.00 = Rp. 169.00
Jumlah (2) = Rp. 13,544.00Jumlah (1) +(2) = Rp. 35,159.00
PK 6.60. 1 M' Pasang list plafond kayu profil :
6.60.1. Bahan
- Kayu profil 2" 1.050 M' x Rp. 12,540.00 = Rp. 13,167.00 Jumlah (1) = Rp. 13,167.00
6.60.2. Tenaga
- Pekerja 0.021 Oh x Rp. 100,000.00 = Rp. 2,100.00- Tukang kayu 0.021 Oh x Rp. 130,000.00 = Rp. 2,730.00- Kepala tukang 0.002 Oh x Rp. 150,000.00 = Rp. 300.00- Mandor 0.001 Oh x Rp. 130,000.00 = Rp. 130.00
Jumlah (2) = Rp. 5,260.00Jumlah (1) +(2) = Rp. 18,427.00
ANALISA BIAYA KONSTRUKSIPEKERJAAN BETON
PB 6.1. 1 M³ Membuat beton tumbuk, 1 Pc : 3 Ps : 5 Kr
6.1.1 Bahan- Semen portland 218.000 Kg x Rp. 1,300 = Rp. 283,400.00- Pasir beton 0.520 M³ x Rp. 87,800 = Rp. 45,656.00- Koral beton 5/7 0.870 M³ x Rp. 170,900 = Rp. 148,683.00
Jumlah (1) = Rp. 477,739.00
6.1.2. Tenaga- Pekerja 1.650 Oh x Rp. 100,000 = Rp. 165,000.00- Tukang batu 0.250 Oh x Rp. 130,000 = Rp. 32,500.00- Kepala tukang 0.025 Oh x Rp. 150,000 = Rp. 3,750.00- Mandor 0.080 Oh x Rp. 130,000 = Rp. 10,400.00
6.29.1. Bahan- Kayu sembarang 0.045 M³ x Rp. 3,107,500 = Rp. 139,837.50- Paku biasa 2' - 5" 0.300 Kg x Rp. 14,520 = Rp. 4,356.00- Minyak bekisting 0.100 Lt x Rp. 6,290 = Rp. 629.00
Jumlah (1) = Rp. 144,822.50
6.29.2. Tenaga- Pekerja 0.300 Oh x Rp. 100,000 = Rp. 30,000.00- Tukang batu 0.260 Oh x Rp. 130,000 = Rp. 33,800.00- Kepala tukang 0.026 Oh x Rp. 150,000 = Rp. 3,900.00- Mandor 0.005 Oh x Rp. 130,000 = Rp. 650.00
6.37.1. Bahan- Kayu sembarang 0.0264 M³ x Rp. 3,107,500 = Rp. 82,038.00- Paku biasa 2" - 5 " 0.600 Kg x Rp. 14,520 = Rp. 8,712.00- Kayu dolken/Laut Ø 3"-4"/4 m 0.500 Btg x Rp. 19,250 = Rp. 9,625.00
Jumlah (1) = Rp. 100,375.00
6.37.2. Tenaga- Pekerja 0.150 Oh x Rp. 100,000 = Rp. 15,000.00- Tukang batu 0.050 Oh x Rp. 130,000 = Rp. 6,500.00- Kepala tukang 0.005 Oh x Rp. 150,000 = Rp. 750.00- Mandor 0.007 Oh x Rp. 130,000 = Rp. 910.00
6.42.1. Bahan- Kayu sembarang 0.320 M³ x Rp. 3,107,500 = Rp. 994,400.00- Paku biasa 2" - 5 " 3.200 Kg x Rp. 14,520 = Rp. 46,464.00- Minyak bekisting 1.600 Lt x Rp. 6,290 = Rp. 10,064.00- Besi beton polos 150.000 Kg x Rp. 14,410 = Rp. 2,161,500.00
1 M³ Membuat kolom beton bertulang (300 kg besi + bekisting)
1 M³ Membuat balok beton bertulang (200 kg besi + bekisting)
1 M³ Membuat balok beton bertulang (150 kg besi + bekisting)
- Kawat beton 2.250 Kg x Rp. 16,830 = Rp. 37,867.50- Semen portland 323.000 Kg x Rp. 1,300 = Rp. 419,900.00- Pasir beton 0.520 M³ x Rp. 87,800 = Rp. 45,656.00- Koral beton 0.780 M³ x Rp. 190,200 = Rp. 148,356.00- Kayu sembarang balok 0.120 M³ x Rp. 3,107,500 = Rp. 372,900.00- Plywood 9 mm 2.800 Lbr x Rp. 116,820 = Rp. 327,096.00- Kayu dolken/Laut Ø 3"-4"/4 m 32.000 Btg x Rp. 19,250 = Rp. 616,000.00
Jumlah (1) = Rp. 5,180,203.506.42.2. Tenaga
- Pekerja 5.800 Oh x Rp. 100,000 = Rp. 580,000.00- Tukang batu 0.350 Oh x Rp. 130,000 = Rp. 45,500.00- Tukang kayu 2.800 Oh x Rp. 130,000 = Rp. 364,000.00- Tukang besi 1.050 Oh x Rp. 130,000 = Rp. 136,500.00- Kepala tukang 0.420 Oh x Rp. 150,000 = Rp. 63,000.00- Mandor 0.185 Oh x Rp. 130,000 = Rp. 24,050.00
6.34.1 Bahan- Nok atap genteng beton 3.500 Bh x Rp. 13,440 = Rp. 47,040.00- Paku biasa 2" x 5" 0.050 Kg x Rp. 14,520 = Rp. 726.00- Semen PC 10.800 Kg x Rp. 1,300 = Rp. 14,040.00- Pasir pasang 0.032 x Rp. 76,500 = Rp. 2,448.00- Semen warna 1.000 Kg x Rp. 2,500 = Rp. 2,500.00
Jumlah (1) = Rp. 66,754.006.34.2 Tenaga
- Pekerja 0.400 Oh x Rp. 100,000 = Rp. 40,000.00- Tukang Kayu 0.200 Oh x Rp. 130,000 = Rp. 26,000.00- Kepala Tukang 0.020 Oh x Rp. 150,000 = Rp. 3,000.00- Mandor 0.020 Oh x Rp. 130,000 = Rp. 2,600.00
6.35.1 Bahan- Nok genteng aspal 2.000 Bh x Rp. 11,320 = Rp. 22,640.00- Paku biasa ½" - 1" 0.050 Kg x Rp. 16,940 = Rp. 847.00- Kayu papan 0.0035 x Rp. 9,650,000 = Rp. 33,775.00
Jumlah (1) = Rp. 57,262.00
M³
M³
6.35.2 Tenaga- Pekerja 0.125 Oh x Rp. 100,000 = Rp. 12,500.00- Tukang Kayu 0.250 Oh x Rp. 130,000 = Rp. 32,500.00- Kepala Tukang 0.025 Oh x Rp. 150,000 = Rp. 3,750.00- Mandor 0.006 Oh x Rp. 130,000 = Rp. 780.00
6.37.1 Bahan- Seng plat 3" x 6" BJLS 35 0.400 Lbr x Rp. 115,500 = Rp. 46,200.00- Paku biasa ½" - 1" 0.060 Kg x Rp. 16,940 = Rp. 1,016.40- Paku biasa 2" - 5" 0.050 Kg x Rp. 14,520 = Rp. 726.00- Kayu papan tbl. 3 cm 0.004 x Rp. 9,650,000 = Rp. 38,600.00
Jumlah (1) = Rp. 86,542.406.37.2 Tenaga
- Pekerja 0.125 Oh x Rp. 100,000 = Rp. 12,500.00- Tukang Kayu 0.250 Oh x Rp. 130,000 = Rp. 32,500.00- Kepala Tukang 0.025 Oh x Rp. 150,000 = Rp. 3,750.00- Mandor 0.006 Oh x Rp. 130,000 = Rp. 780.00
PPL 6.9 1 M² Pasang lantai ubin granito ukuran 40 x 40 cm
6.9.1 Bahan- Ubin granito 40 x 40 cm 6.930 Bh x Rp. 46,590 = Rp. 322,868.70- Semen portland 9.800 Kg x Rp. 1,300 = Rp. 12,740.00- Pasir pasang 0.0215 x Rp. 76,500 = Rp. 1,644.75- Semen warna 1.300 Kg x Rp. 2,500 = Rp. 3,250.00
Jumlah (1) = Rp. 340,503.456.9.2 Tenaga
- Pekerja 0.250 Oh x Rp. 100,000 = Rp. 25,000.00- Tukang batu 0.120 Oh x Rp. 130,000 = Rp. 15,600.00- Kepala tukang 0.012 Oh x Rp. 150,000 = Rp. 1,800.00- Mandor 0.0125 Oh x Rp. 130,000 = Rp. 1,625.00
PPL 6.10 1 M² Pasang lantai ubin granito ukuran 30 x 30 cm
6.10.1 Bahan- Ubin granito 30 x 30 cm 11.870 Bh x Rp. 26,260 = Rp. 311,706.20- Semen portland 10.000 Kg x Rp. 1,300 = Rp. 13,000.00- Pasir pasang 0.0215 x Rp. 76,500 = Rp. 1,644.75- Semen warna 1.500 Kg x Rp. 2,500 = Rp. 3,750.00
Jumlah (1) = Rp. 330,100.956.10.2 Tenaga
- Pekerja 0.260 Oh x Rp. 100,000 = Rp. 26,000.00- Tukang batu 0.125 Oh x Rp. 130,000 = Rp. 16,250.00- Kepala tukang 0.0125 Oh x Rp. 150,000 = Rp. 1,875.00- Mandor 0.013 Oh x Rp. 130,000 = Rp. 1,690.00
PPL 6.13 1 M² Pasang lantai ubin teralux marmer ukuran 60 x 60 cm
6.13.1 Bahan- Ubin marmer 60 x 60 cm 2.780 Bh x Rp. 109,510 = Rp. 304,437.80- Semen portland 8.190 Kg x Rp. 1,300 = Rp. 10,647.00- Pasir pasang 0.0215 x Rp. 76,500 = Rp. 1,644.75- Semen warna 1.000 Kg x Rp. 2,500 = Rp. 2,500.00
Jumlah (1) = Rp. 319,229.556.13.2 Tenaga
- Pekerja 0.250 Oh x Rp. 100,000 = Rp. 25,000.00- Tukang batu 0.120 Oh x Rp. 130,000 = Rp. 15,600.00- Kepala tukang 0.012 Oh x Rp. 150,000 = Rp. 1,800.00- Mandor 0.0125 Oh x Rp. 130,000 = Rp. 1,625.00
PPL 6.14 1 M² Pasang lantai ubin teralux marmer ukuran 40 x 40 cm
6.14.1 Bahan- ubin marmer 40 x 40 cm 6.250 Bh x Rp. 48,400 = Rp. 302,500.00- Semen portland 8.800 Kg x Rp. 1,300 = Rp. 11,440.00- Pasir pasang 0.0215 x Rp. 76,500 = Rp. 1,644.75- Semen warna 1.300 Kg x Rp. 2,500 = Rp. 3,250.00
Jumlah (1) = Rp. 318,834.756.14.2 Tenaga
- Pekerja 0.672 Oh x Rp. 100,000 = Rp. 67,200.00- Tukang batu 0.224 Oh x Rp. 130,000 = Rp. 29,120.00- Kepala tukang 0.022 Oh x Rp. 150,000 = Rp. 3,300.00- Mandor 0.034 Oh x Rp. 130,000 = Rp. 4,420.00
Jumlah (2) = Rp. 104,040.00
M³
M³
M³
M³
Jumlah (1) + (2) = Rp. 422,874.75
PPL 6.15 1 M² Pasang lantai ubin teralux marmer ukuran 30 x 30 cm
6.15.1 Bahan- Ubin marmer 30 x 30 cm 11.870 Bh x Rp. 27,230 = Rp. 323,220.10- Semen portland 10.000 Kg x Rp. 1,300 = Rp. 13,000.00- Pasir pasang 0.0215 x Rp. 76,500 = Rp. 1,644.75- Semen warna 1.500 Kg x Rp. 2,500 = Rp. 3,750.00
Jumlah (1) = Rp. 341,614.856.15.2 Tenaga
- Pekerja 0.700 Oh x Rp. 100,000 = Rp. 70,000.00- Tukang batu 0.340 Oh x Rp. 130,000 = Rp. 44,200.00- Kepala tukang 0.034 Oh x Rp. 150,000 = Rp. 5,100.00- Mandor 0.035 Oh x Rp. 130,000 = Rp. 4,550.00
PPL 6.34 1 M² Pasang lantai keramik artistik 10 x 20 cm
6.34.1 Bahan- Keramik artistik 10 x 20 cm 50.000 Bh x Rp. 1,760 = Rp. 88,000.00- Semen portland 11.380 Kg x Rp. 1,300 = Rp. 14,794.00- Pasir pasang 0.042 x Rp. 76,500 = Rp. 3,213.00- Semen warna 1.500 Kg x Rp. 2,500 = Rp. 3,750.00
Jumlah (1) = Rp. 109,757.00
6.34.2 Tenaga- Pekerja 0.620 Oh x Rp. 100,000 = Rp. 62,000.00- Tukang batu 0.350 Oh x Rp. 130,000 = Rp. 45,500.00- Kepala tukang 0.035 Oh x Rp. 150,000 = Rp. 5,250.00- Mandor 0.030 Oh x Rp. 130,000 = Rp. 3,900.00
PPL 6.35 1 M² Pasang lantai keramik artistik 10 x 10 cm
6.35.1 Bahan- Keramik artistik 10 x 10 cm 50.000 Bh x Rp. 910 = Rp. 45,500.00- Semen portland 11.380 Kg x Rp. 1,300 = Rp. 14,794.00- Pasir pasang 0.042 x Rp. 76,500 = Rp. 3,213.00- Semen warna 2.000 Kg x Rp. 2,500 = Rp. 5,000.00
PPL 6.36 1 M² Pasang lantai keramik artistik ukuran 5 x 20 cm
6.36.1 Bahan- Keramik artistik 5 x 20 cm 100.000 Bh x Rp. 910 = Rp. 91,000.00- Semen portland 11.380 Kg x Rp. 1,300 = Rp. 14,794.00- Pasir pasang 0.042 x Rp. 76,500 = Rp. 3,213.00- Semen warna 1.500 Kg x Rp. 2,500 = Rp. 3,750.00
Jumlah (1) = Rp. 112,757.006.36.2 Tenaga
- Pekerja 0.620 Oh x Rp. 100,000 = Rp. 62,000.00- Tukang batu 0.350 Oh x Rp. 130,000 = Rp. 45,500.00- Kepala tukang 0.035 Oh x Rp. 150,000 = Rp. 5,250.00- Mandor 0.030 Oh x Rp. 130,000 = Rp. 3,900.00
PPL 6.37 1 M' Pasang plint keramik artistik ukuran 10 x 20 cm
6.37.1 Bahan- keramik artistik 10 x 20 cm 5.000 Bh x Rp. 1,760 = Rp. 8,800.00- Semen portland 1.650 Kg x Rp. 1,300 = Rp. 2,145.00- Pasir pasang 0.0032 x Rp. 76,500 = Rp. 244.80- Semen warna 0.100 Kg x Rp. 2,500 = Rp. 250.00
Jumlah (1) = Rp. 11,439.806.37.2 Tenaga
- Pekerja 0.090 Oh x Rp. 100,000 = Rp. 9,000.00- Tukang batu 0.090 Oh x Rp. 130,000 = Rp. 11,700.00- Kepala tukang 0.009 Oh x Rp. 150,000 = Rp. 1,350.00- Mandor 0.0045 Oh x Rp. 130,000 = Rp. 585.00
PPL 6.38 1 M' Pasang plint keramik artistik ukuran 10 x 10 cm
6.38.1 Bahan- keramik artistik 10 x 10 cm 10.000 Bh x Rp. 910 = Rp. 9,100.00- Semen portland 1.650 Kg x Rp. 1,300 = Rp. 2,145.00- Pasir pasang 0.0032 x Rp. 76,500 = Rp. 244.80- Semen warna 0.120 Kg x Rp. 2,500 = Rp. 300.00
Jumlah (1) = Rp. 11,789.80
6.38.2 Tenaga- Pekerja 0.090 Oh x Rp. 100,000 = Rp. 9,000.00- Tukang batu 0.090 Oh x Rp. 130,000 = Rp. 11,700.00- Kepala tukang 0.009 Oh x Rp. 150,000 = Rp. 1,350.00- Mandor 0.0045 Oh x Rp. 130,000 = Rp. 585.00
PPL 6.39.A 1 M' Pasang plint keramik ukuran 10 x 20 cm
6.39.1 Bahan- Keramik 10 x 20 cm 5.000 Bh x Rp. 1,210 = Rp. 6,050.00- Semen portland 0.850 Kg x Rp. 1,300 = Rp. 1,105.00- Pasir pasang 0.0032 x Rp. 76,500 = Rp. 244.80- Semen warna 0.080 Kg x Rp. 2,500 = Rp. 200.00
Jumlah (1) = Rp. 7,599.806.39.2 Tenaga
M³
M³
M³
M³
- Pekerja 0.090 Oh x Rp. 100,000 = Rp. 9,000.00- Tukang batu 0.090 Oh x Rp. 130,000 = Rp. 11,700.00- Kepala tukang 0.009 Oh x Rp. 150,000 = Rp. 1,350.00- Mandor 0.0045 Oh x Rp. 130,000 = Rp. 585.00
PPL 6.39.B 1 M' Pasang plint keramik ukuran 10 x 30 cm
6.39.1 Bahan- Keramik 10 x 30 cm 3.340 Bh x Rp. 4,110 = Rp. 13,727.40- Semen portland 0.850 Kg x Rp. 1,300 = Rp. 1,105.00- Pasir pasang 0.0032 x Rp. 76,500 = Rp. 244.80- Semen warna 0.080 Kg x Rp. 2,500 = Rp. 200.00
Jumlah (1) = Rp. 15,277.20
6.39.2 Tenaga- Pekerja 0.090 Oh x Rp. 100,000 = Rp. 9,000.00- Tukang batu 0.090 Oh x Rp. 130,000 = Rp. 11,700.00- Kepala tukang 0.009 Oh x Rp. 150,000 = Rp. 1,350.00- Mandor 0.0045 Oh x Rp. 130,000 = Rp. 585.00
PPL 6.39.C 1 M' Pasang plint keramik ukuran 10 x 40 cm
6.39.1 Bahan- Keramik 10 x 40 cm 2.500 Bh x Rp. 5,690 = Rp. 14,225.00- Semen portland 0.850 Kg x Rp. 1,300 = Rp. 1,105.00- Pasir pasang 0.0032 x Rp. 76,500 = Rp. 244.80- Semen warna 0.080 Kg x Rp. 2,500 = Rp. 200.00
Jumlah (1) = Rp. 15,774.80
6.39.2 Tenaga- Pekerja 0.090 Oh x Rp. 100,000 = Rp. 9,000.00- Tukang batu 0.090 Oh x Rp. 130,000 = Rp. 11,700.00- Kepala tukang 0.009 Oh x Rp. 150,000 = Rp. 1,350.00- Mandor 0.0045 Oh x Rp. 130,000 = Rp. 585.00
6.42.1 Bahan- Ubin keramik 10 x 20 cm 50.000 Bh x Rp. 1,210 = Rp. 60,500.00- Semen portland 11.380 Kg x Rp. 1,300 = Rp. 14,794.00- Pasir pasang 0.042 x Rp. 76,500 = Rp. 3,213.00- Semen warna 1.500 Kg x Rp. 2,500 = Rp. 3,750.00
Jumlah (1) = Rp. 82,257.006.42.2 Tenaga
- Pekerja 0.620 Oh x Rp. 100,000 = Rp. 62,000.00- Tukang batu 0.350 Oh x Rp. 130,000 = Rp. 45,500.00
M³
M³
M³
- Kepala tukang 0.035 Oh x Rp. 150,000 = Rp. 5,250.00- Mandor 0.030 Oh x Rp. 130,000 = Rp. 3,900.00
6.43.1 Bahan- Ubin keramik 15 x 15 cm 44.000 Bh x Rp. 1,400 = Rp. 61,600.00- Semen portland 11.380 Kg x Rp. 1,300 = Rp. 14,794.00- Pasir pasang 0.042 x Rp. 76,500 = Rp. 3,213.00- Semen warna 1.500 Kg x Rp. 2,500 = Rp. 3,750.00
Jumlah (1) = Rp. 83,357.006.43.2 Tenaga
- Pekerja 0.620 Oh x Rp. 100,000 = Rp. 62,000.00- Tukang batu 0.350 Oh x Rp. 130,000 = Rp. 45,500.00- Kepala tukang 0.035 Oh x Rp. 150,000 = Rp. 5,250.00- Mandor 0.030 Oh x Rp. 130,000 = Rp. 3,900.00
6.44.1 Bahan- Ubin keramik 20 x 20 cm 25.000 Bh x Rp. 2,490 = Rp. 62,250.00- Semen portland 11.380 Kg x Rp. 1,300 = Rp. 14,794.00- Pasir pasang 0.042 x Rp. 76,500 = Rp. 3,213.00- Semen warna 1.500 Kg x Rp. 2,500 = Rp. 3,750.00
Jumlah (1) = Rp. 84,007.00
6.44.2 Tenaga- Pekerja 0.620 Oh x Rp. 100,000 = Rp. 62,000.00- Tukang batu 0.350 Oh x Rp. 130,000 = Rp. 45,500.00- Kepala tukang 0.035 Oh x Rp. 150,000 = Rp. 5,250.00- Mandor 0.030 Oh x Rp. 130,000 = Rp. 3,900.00
6.45.1 Bahan- Ubin keramik 20 x 25 cm 20.000 Bh x Rp. 3,150 = Rp. 63,000.00- Semen portland 11.380 Kg x Rp. 1,300 = Rp. 14,794.00- Pasir pasang 0.042 x Rp. 76,500 = Rp. 3,213.00- Semen warna 1.500 Kg x Rp. 2,500 = Rp. 3,750.00
Jumlah (1) = Rp. 84,757.00
6.45.2 Tenaga- Pekerja 0.620 Oh x Rp. 100,000 = Rp. 62,000.00- Tukang batu 0.350 Oh x Rp. 130,000 = Rp. 45,500.00- Kepala tukang 0.035 Oh x Rp. 150,000 = Rp. 5,250.00- Mandor 0.030 Oh x Rp. 130,000 = Rp. 3,900.00
6.47.1 Bahan- Ubin keramik 30 x 30 cm 11.120 Bh x Rp. 5,570 = Rp. 61,938.40- Semen portland 11.380 Kg x Rp. 1,300 = Rp. 14,794.00- Pasir pasang 0.042 x Rp. 76,500 = Rp. 3,213.00- Semen warna 1.500 Kg x Rp. 2,500 = Rp. 3,750.00
Jumlah (1) = Rp. 83,695.406.47.2 Tenaga
- Pekerja 0.620 Oh x Rp. 100,000 = Rp. 62,000.00- Tukang batu 0.350 Oh x Rp. 130,000 = Rp. 45,500.00- Kepala tukang 0.035 Oh x Rp. 150,000 = Rp. 5,250.00- Mandor 0.030 Oh x Rp. 130,000 = Rp. 3,900.00
6.49.1 Bahan- Ubin keramik 40 x 40 cm 6.250 Bh x Rp. 9,680 = Rp. 60,500.00- Semen portland 11.380 Kg x Rp. 1,300 = Rp. 14,794.00- Pasir pasang 0.042 x Rp. 76,500 = Rp. 3,213.00- Semen warna 1.500 Kg x Rp. 2,500 = Rp. 3,750.00
Jumlah (1) = Rp. 82,257.006.49.2 Tenaga
- Pekerja 0.620 Oh x Rp. 100,000 = Rp. 62,000.00- Tukang batu 0.350 Oh x Rp. 130,000 = Rp. 45,500.00- Kepala tukang 0.035 Oh x Rp. 150,000 = Rp. 5,250.00- Mandor 0.030 Oh x Rp. 130,000 = Rp. 3,900.00
6.7.1 Bahan- Plamir 0.150 Kg x Rp. 15,730 = Rp. 2,359.50- Minyak Cat 0.170 Kg x Rp. 11,010 = Rp. 1,871.70- Cat Minyak 0.170 Kg x Rp. 35,700 = Rp. 6,069.00
Jumlah (1) = Rp. 10,300.206.7.2 Tenaga
- Pekerja 0.070 Oh x Rp. 100,000 = Rp. 7,000.00- Tukang cat 0.075 Oh x Rp. 130,000 = Rp. 9,750.00- Kepala tukang 0.0075 Oh x Rp. 150,000 = Rp. 1,125.00- Mandor 0.0025 Oh x Rp. 130,000 = Rp. 325.00
PC 6.8 1M² Pengecatan bidang kayu baru 1 lps plamir, 1 lps cat dasar, 2 lps cat minyak 6.8.1 Bahan
- Cat menie kayu 0.200 Kg x Rp. 20,570 = Rp. 4,114.00- Plamir 0.150 Kg x Rp. 15,730 = Rp. 2,359.50- Cat dasar 0.170 Kg x Rp. 15,730 = Rp. 2,674.10- Cat Minyak 0.260 Kg x Rp. 35,700 = Rp. 9,282.00
Jumlah (1) = Rp. 18,429.606.8.2 Tenaga
- Pekerja 0.070 Oh x Rp. 100,000 = Rp. 7,000.00- Tukang cat 0.090 Oh x Rp. 130,000 = Rp. 11,700.00- Kepala tukang 0.0090 Oh x Rp. 150,000 = Rp. 1,350.00- Mandor 0.0025 Oh x Rp. 130,000 = Rp. 325.00
PC 6.9 1M² Pengecatan bidang kayu baru 1 lps plamir, 1 lps cat dasar, 3lps cat minyak
6.9.1 Bahan- Cat menie kayu 0.200 Kg x Rp. 20,570 = Rp. 4,114.00- Plamir 0.150 Kg x Rp. 15,730 = Rp. 2,359.50- Minyak Cat 0.170 Kg x Rp. 11,010 = Rp. 1,871.70- Cat Minyak 0.350 Kg x Rp. 35,700 = Rp. 12,495.00
Jumlah (1) = Rp. 20,840.206.9.2 Tenaga
- Pekerja 0.070 Oh x Rp. 100,000 = Rp. 7,000.00- Tukang cat 0.105 Oh x Rp. 130,000 = Rp. 13,650.00- Kepala tukang 0.0105 Oh x Rp. 150,000 = Rp. 1,575.00- Mandor 0.0025 Oh x Rp. 130,000 = Rp. 325.00
6.11.1 Bahan- Minyak politur 0.150 Kg x Rp. 11,010 = Rp. 1,651.50- Politur Jadi / vernis 0.372 Kg x Rp. 48,280 = Rp. 17,960.16- Amplas 2.000 Kg x Rp. 1,820 = Rp. 3,640.00
Jumlah (1) = Rp. 23,251.666.11.2 Tenaga
- Pekerja 0.040 Oh x Rp. 100,000 = Rp. 4,000.00- Tukang cat 0.060 Oh x Rp. 130,000 = Rp. 7,800.00- Kepala tukang 0.0160 Oh x Rp. 150,000 = Rp. 2,400.00- Mandor 0.0025 Oh x Rp. 130,000 = Rp. 325.00
PC 6.14 1M² Pengecatan tembok baru ( 1 lapis plamir, 1 lapis cat dasar, 2 lapis cat penutup )
6.14.1 Bahan- Plamir 0.120 Kg x Rp. 15,730 = Rp. 1,887.60- Cat dasar 0.120 Kg x Rp. 15,730 = Rp. 1,887.60- Cat tembok 2 x 0.260 Kg x Rp. 19,360 = Rp. 5,033.60
Jumlah (1) = Rp. 8,808.806.14.2 Tenaga
- Pekerja 0.040 Oh x Rp. 100,000 = Rp. 4,000.00- Tukang cat 0.120 Oh x Rp. 130,000 = Rp. 15,600.00- Kepala tukang 0.0120 Oh x Rp. 150,000 = Rp. 1,800.00- Mandor 0.002 Oh x Rp. 130,000 = Rp. 260.00
PC 6.24. 1M² Pengecatan permukaan baja lapis seng (galbani) secara manual sistem 3 lapis cat konvensional dengan tebal 200 um.
6.24.1 Bahan- Cat dasar 0.110 Kg x Rp. 15,730 = Rp. 1,730.30- Cat menie besi 0.170 Kg x Rp. 25,410 = Rp. 4,319.70- Cat minyak besi 0.080 Kg x Rp. 39,330 = Rp. 3,146.40
Jumlah (1) = Rp. 9,196.406.24.2 Tenaga
- Pekerja 0.500 Oh x Rp. 100,000 = Rp. 50,000.00- Tukang cat 0.800 Oh x Rp. 130,000 = Rp. 104,000.00- Kepala tukang 0.300 Oh x Rp. 150,000 = Rp. 45,000.00- Mandor 0.200 Oh x Rp. 130,000 = Rp. 26,000.00
6.1.1. Bahan- Klosed duduk/monoblok 1.000 Bh x Rp. 1,931,600 = Rp. 1,931,600.00- Perlengkapan 6% harga klosed x Rp. 1,931,600 = Rp. 115,896.00
Jumlah (1) = Rp. 2,047,496.006.1.2. Tenaga
- Pekerja 3.300 Oh x Rp. 100,000 = Rp. 330,000.00- Tukang batu 1.500 Oh x Rp. 130,000 = Rp. 195,000.00- Kepala tukang 0.150 Oh x Rp. 150,000 = Rp. 22,500.00- Mandor 0.160 Oh x Rp. 130,000 = Rp. 20,800.00
Jumlah (2) = Rp. 568,300.00Jumlah (1) +(2) = Rp. 2,615,796.00
PS 6.2. Memasang 1 buah kloset jongkok porselen
6.2.1. Bahan- Klosed jongkok porselin 1.000 Bh x Rp. 225,280 = Rp. 225,280.00- Semen portland 6.000 Kg x Rp. 1,300 = Rp. 7,800.00- Pasir pasang 0.010 x Rp. 76,500 = Rp. 765.00
Jumlah (1) = Rp. 233,845.006.2.2. Tenaga
- Pekerja 1.100 Oh x Rp. 100,000 = Rp. 110,000.00- Tukang batu 1.500 Oh x Rp. 130,000 = Rp. 195,000.00- Kepala tukang 0.150 Oh x Rp. 150,000 = Rp. 22,500.00- Mandor 0.110 Oh x Rp. 130,000 = Rp. 14,300.00
Jumlah (2) = Rp. 341,800.00Jumlah (1) +(2) = Rp. 575,645.00
PS 6.3. Memasang 1 buah kloset jongkok teraso
6.3.1. Bahan- Klosed jongkok teraso 1.000 Bh x Rp. 526,350 = Rp. 526,350.00- Bata merah 5x10x20 cm 7.000 Bh x Rp. 610 = Rp. 4,270.00- Semen portland 6.000 Kg x Rp. 1,300 = Rp. 7,800.00- Pasir pasang 0.010 x Rp. 76,500 = Rp. 765.00
Jumlah (1) = Rp. 539,185.006.3.2. Tenaga
- Pekerja 1.000 Oh x Rp. 100,000 = Rp. 100,000.00- Tukang batu 1.500 Oh x Rp. 130,000 = Rp. 195,000.00- Kepala tukang 0.150 Oh x Rp. 150,000 = Rp. 22,500.00- Mandor 0.100 Oh x Rp. 130,000 = Rp. 13,000.00
Jumlah (2) = Rp. 330,500.00Jumlah (1) +(2) = Rp. 869,685.00
M³
M³
PS 6.4 Memasang 1 buah urinoir
6.4.1. Bahan- Urinoir 1.000 Bh x Rp. 557,480 = Rp. 557,480.00- Perlengkapan 15% harga urinoir x Rp. 557,480 = Rp. 83,622.00- Semen portland 6.000 Kg x Rp. 1,300 = Rp. 7,800.00- Pasir pasang 0.010 x Rp. 76,500 = Rp. 765.00
Jumlah (1) = Rp. 649,667.006.4.2. Tenaga
- Pekerja 1.000 Oh x Rp. 100,000 = Rp. 100,000.00- Tukang batu 1.000 Oh x Rp. 130,000 = Rp. 130,000.00- Kepala tukang 0.100 Oh x Rp. 150,000 = Rp. 15,000.00- Mandor 0.100 Oh x Rp. 130,000 = Rp. 13,000.00
Jumlah (2) = Rp. 258,000.00Jumlah (1) +(2) = Rp. 907,667.00
PS 6.5 Memasang 1 buah wastafel
6.5.1. Bahan- Wastafel 1.000 Bh x Rp. 526,350 = Rp. 526,350.00- Perlengkapan 12% harga wastafel x Rp. 526,350 = Rp. 63,162.00- Semen portland 6.000 Kg x Rp. 1,300 = Rp. 7,800.00- Pasir pasang 0.010 x Rp. 76,500 = Rp. 765.00
Jumlah (1) = Rp. 598,077.006.5.2. Tenaga
- Pekerja 1.200 Oh x Rp. 100,000 = Rp. 120,000.00- Tukang batu 1.450 Oh x Rp. 130,000 = Rp. 188,500.00- Kepala tukang 0.150 Oh x Rp. 150,000 = Rp. 22,500.00- Mandor 0.100 Oh x Rp. 130,000 = Rp. 13,000.00
Jumlah (2) = Rp. 344,000.00Jumlah (1) +(2) = Rp. 942,077.00
PS 6.6. Memasang 1 buah bak mandi teraso volume 0,30 m³
6.6.1. Bahan- Bak teraso 1.000 Bh x Rp. 181,500 = Rp. 181,500.00- Semen portland 6.000 Kg x Rp. 1,300 = Rp. 7,800.00- Pasir pasang 0.010 x Rp. 76,500 = Rp. 765.00
Jumlah (1) = Rp. 190,065.006.6.2. Tenaga
- Pekerja 2.100 Oh x Rp. 100,000 = Rp. 210,000.00- Tukang batu 0.750 Oh x Rp. 130,000 = Rp. 97,500.00- Kepala tukang 0.075 Oh x Rp. 150,000 = Rp. 11,250.00- Mandor 0.110 Oh x Rp. 130,000 = Rp. 14,300.00
Jumlah (2) = Rp. 333,050.00Jumlah (1) +(2) = Rp. 523,115.00
M³
M³
M³
PS 6.7. Memasang 1 buah bak mandi fibreglass volume 0,30 m³
6.7.1. Bahan- Bak fibreglass 1.000 Bh x Rp. 181,500 = Rp. 181,500.00- Perlengkapan 18% Harga bak x Rp. 181,500 = Rp. 32,670.00
Jumlah (1) = Rp. 214,170.006.7.2. Tenaga
- Pembantu tukang 1.800 Oh x Rp. 100,000 = Rp. 180,000.00- Tukang batu 0.540 Oh x Rp. 130,000 = Rp. 70,200.00- Kepala tukang 0.054 Oh x Rp. 150,000 = Rp. 8,100.00- Mandor 0.110 Oh x Rp. 130,000 = Rp. 14,300.00
Jumlah (2) = Rp. 272,600.00Jumlah (1) +(2) = Rp. 486,770.00
0.35129
PS 6.8. Memasang 1 buah bak mandi batu bata volume 0,30 m³
6.8.1. Bahan- Batu bata 44.000 x Rp. 720 = Rp. 31,680.00- Semen portland 120.000 Kg x Rp. 1,300 = Rp. 156,000.00- Pasir pasang 0.300 x Rp. 76,500 = Rp. 22,950.00- Porselin (11x11) cm 360.000 Bh x Rp. 145 = Rp. 52,200.00- Semen putih 6.000 Kg x Rp. 2,500 = Rp. 15,000.00
Jumlah (1) = Rp. 277,830.006.8.2. Tenaga
- Pekerja 3.000 Oh x Rp. 100,000 = Rp. 300,000.00- Tukang batu 3.000 Oh x Rp. 130,000 = Rp. 390,000.00- Kepala tukang 0.300 Oh x Rp. 150,000 = Rp. 45,000.00- Mandor 0.300 Oh x Rp. 130,000 = Rp. 39,000.00
Jumlah (2) = Rp. 774,000.00Jumlah (1) +(2) = Rp. 1,051,830.00
PS 6.9. Memasang 1 buah badkip porselin
6.9.1. Bahan- Badkip 1.000 Bh x Rp. 3,025,000 = Rp. 3,025,000.00- Perlengkapan 20% Harga badkip x Rp. 3,025,000 = Rp. 605,000.00
Jumlah (1) = Rp. 3,630,000.006.9.2. Tenaga
- Pekerja 2.500 Oh x Rp. 100,000 = Rp. 250,000.00- Tukang batu 0.750 Oh x Rp. 130,000 = Rp. 97,500.00- Kepala tukang 0.075 Oh x Rp. 150,000 = Rp. 11,250.00- Mandor 0.250 Oh x Rp. 130,000 = Rp. 32,500.00
Jumlah (2) = Rp. 391,250.00Jumlah (1) +(2) = Rp. 4,021,250.00
M³
M³
PS 6.10. Memasang 1 buah bak mandi beton volume 1 m³ air
6.10.1 Bahan- 0.900 x Rp. 12,500 = Rp. 11,250.00- Besi beton 180.000 Kg x Rp. 14,410 = Rp. 2,593,800.00- Kayu cetakan 0.096 x Rp. 3,107,500 = Rp. 298,320.00- Ubin porselin 420.000 x Rp. 145 = Rp. 60,900.00- Perlengkapan 10% Hrg total bahan x Rp. 2,964,270 = Rp. 296,427.00
Jumlah (1) = Rp. 3,260,697.00
6.10.2 Tenaga- Pekerja 3.500 Oh x Rp. 100,000 = Rp. 350,000.00- Tukang batu 4.500 Oh x Rp. 130,000 = Rp. 585,000.00- Kepala tukang 0.900 Oh x Rp. 150,000 = Rp. 135,000.00- Mandor 0.900 Oh x Rp. 130,000 = Rp. 117,000.00
Jumlah (2) = Rp. 1,187,000.00Jumlah (1) +(2) = Rp. 4,447,697.00
PS 6.11. Memasang 1 buah bak fibreglass volume 1 m³ air
6.11.1 Bahan- Bak fibreglass 1.000 Bh x Rp. 181,500 = Rp. 181,500.00- Perlengkapan 12% Harga bak x Rp. 181,500 = Rp. 21,780.00
Jumlah (1) = Rp. 203,280.006.11.2 Tenaga
- Pekerja 3.000 Oh x Rp. 100,000 = Rp. 300,000.00- Tukang batu 4.500 Oh x Rp. 130,000 = Rp. 585,000.00- Kepala tukang 0.900 Oh x Rp. 150,000 = Rp. 135,000.00- Mandor 0.900 Oh x Rp. 130,000 = Rp. 117,000.00
Jumlah (2) = Rp. 1,137,000.00Jumlah (1) +(2) = Rp. 1,340,280.00
PS 6.15. Memasang 1 m' pipa beton, diameter 30 cm - 100 cm
6.15.1 Bahan- Pipa beton 1.100 Bh x Rp. 56,270 = Rp. 61,897.00- Batu bata 55.000 Bh x Rp. 720 = Rp. 39,600.00- Semen portland 10.300 Kg x Rp. 1,300 = Rp. 13,390.00- Pasir pasang 0.061 x Rp. 76,500 = Rp. 4,666.50- Pasir urug 0.069 x Rp. 64,400 = Rp. 4,443.60
Jumlah (1) = Rp. 123,997.106.15.2 Tenaga
- Pekerja 0.380 Oh x Rp. 100,000 = Rp. 38,000.00- Tukang batu 0.190 Oh x Rp. 130,000 = Rp. 24,700.00- Kepala tukang 0.019 Oh x Rp. 150,000 = Rp. 2,850.00- Mandor 0.019 Oh x Rp. 130,000 = Rp. 2,470.00
Jumlah (2) = Rp. 68,020.00Jumlah (1) +(2) = Rp. 192,017.10
Beton 1 : 1 ½ : 2½ M³
M³M²
M³M³
PS 6.16. Memasang 1 buah bak kontrol pasangan batu bata ukuran (30 x 30) cmtinggi 35 cm
6.16.1 Bahan- Batu bata 145.000 Bh x Rp. 720 = Rp. 104,400.00- Semen portland 44.000 Kg x Rp. 1,300 = Rp. 57,200.00- Pasir pasang 0.070 x Rp. 76,500 = Rp. 5,355.00- Batu kerikil 0.070 M³ x Rp. 185,900 = Rp. 13,013.00- Besi beton 1.600 Kg x Rp. 14,410 = Rp. 23,056.00- Pasir beton 0.060 x Rp. 87,800 = Rp. 5,268.00
Jumlah (1) = Rp. 208,292.006.16.2 Tenaga
- Pekerja 3.200 Oh x Rp. 100,000 = Rp. 320,000.00- Tukang batu 1.015 Oh x Rp. 130,000 = Rp. 131,950.00- Kepala tukang 0.0015 Oh x Rp. 150,000 = Rp. 225.00- Mandor 0.016 Oh x Rp. 130,000 = Rp. 2,080.00
Jumlah (2) = Rp. 454,255.00Jumlah (1) +(2) = Rp. 662,547.00
PS 6.17. Memasang 1 buah bak kontrol pasangan batu bata ukuran (45 x 45) cmtinggi 50 cm
6.17.1 Bahan- Batu bata 250.000 Bh x Rp. 720 = Rp. 180,000.00- Semen portland 77.000 Kg x Rp. 1,300 = Rp. 100,100.00- Pasir pasang 0.130 x Rp. 76,500 = Rp. 9,945.00- Batu kerikil 0.020 M³ x Rp. 185,900 = Rp. 3,718.00- Besi beton 2.600 Kg x Rp. 14,410 = Rp. 37,466.00- Pasir beton 0.090 x Rp. 87,800 = Rp. 7,902.00
Jumlah (1) = Rp. 339,131.006.17.2 Tenaga
- Pekerja 1.420 Oh x Rp. 100,000 = Rp. 142,000.00- Tukang batu 0.473 Oh x Rp. 130,000 = Rp. 61,490.00- Kepala tukang 0.047 Oh x Rp. 150,000 = Rp. 7,050.00- Mandor 0.071 Oh x Rp. 130,000 = Rp. 9,230.00
Jumlah (2) = Rp. 219,770.00Jumlah (1) +(2) = Rp. 558,901.00
PS 6.18. Memasang 1 buah bak kontrol pasangan batu bata ukuran (60 x 60) cmtinggi 65 cm
6.18.1 Bahan- Batu bata 371.000 Bh x Rp. 720 = Rp. 267,120.00- Semen portland 114.000 Kg x Rp. 1,300 = Rp. 148,200.00- Pasir pasang 0.184 x Rp. 76,500 = Rp. 14,076.00- Batu koral 0.033 M³ x Rp. 185,900 = Rp. 6,134.70- Besi beton 4.850 Kg x Rp. 14,410 = Rp. 69,888.50- Pasir beton 0.120 x Rp. 87,800 = Rp. 10,536.00
Jumlah (1) = Rp. 515,955.206.18.2 Tenaga
- Pekerja 2.160 Oh x Rp. 100,000 = Rp. 216,000.00- Tukang batu 0.720 Oh x Rp. 130,000 = Rp. 93,600.00- Kepala tukang 0.072 Oh x Rp. 150,000 = Rp. 10,800.00- Mandor 0.108 Oh x Rp. 130,000 = Rp. 14,040.00- Tukang gali 0.100 Oh x Rp. 100,000 = Rp. 10,000.00
Jumlah (2) = Rp. 344,440.00
M³
M³
M³
M³
M³
M³
Jumlah (1) +(2) = Rp. 860,395.20
PS 6.19. Memasang 1 m' pipa galvanis diameter ½"
6.19.1 Bahan- Pipa galvanis 1.200 x Rp. 14,770 = Rp. 17,724.00- Perlengkapan 35% harga pipa x Rp. 14,770 = Rp. 5,169.50
Jumlah (1) = Rp. 22,893.50
6.19.2 Tenaga- Pekerja 0.054 Oh x Rp. 100,000 = Rp. 5,400.00- Tukang batu 0.090 Oh x Rp. 130,000 = Rp. 11,700.00- Kepala tukang 0.009 Oh x Rp. 150,000 = Rp. 1,350.00- Mandor 0.027 Oh x Rp. 130,000 = Rp. 3,510.00
Jumlah (2) = Rp. 21,960.00Jumlah (1) +(2) = Rp. 44,853.50
6.11.2. Tenaga- Tukang kayu 0.350 Oh x Rp. 61,775 = Rp. 21,621.25- Pekerja 0.350 Oh x Rp. 100,000 = Rp. 35,000.00- Kepala tukang 0.035 Oh x Rp. 150,000 = Rp. 5,250.00- Mandor 0.00175 Oh x Rp. 130,000 = Rp. 227.50
M²
M²
M²
M²
M²
Jumlah (2) = Rp. 62,098.75Jumlah (1) +(2) = Rp. 237,548.75
PBA 6.12 1 M² Pasang terali besi
6.12.1 Bahan- Besi strip 2 x 3 11.500 M' x Rp. 11,880 = Rp. 136,620.00
Jumlah (1) = Rp. 136,620.006.12.2. Tenaga
- Tukang las 1.200 Oh x Rp. 61,775 = Rp. 74,130.00- Pekerja 1.200 Oh x Rp. 100,000 = Rp. 120,000.00- Kepala tukang 0.012 Oh x Rp. 150,000 = Rp. 1,800.00- Mandor 0.0006 Oh x Rp. 130,000 = Rp. 78.00
Jumlah (2) = Rp. 196,008.00Jumlah (1) +(2) = Rp. 332,628.00
PBA 6.13 1 M² Pasang kawat harmonika
6.13.1 Bahan- Kawat harmonika 1.100 x Rp. 23,600 = Rp. 25,960.00- Paku biasa ½" - 1" 0.020 Kg x Rp. 16,940 = Rp. 338.80- Kayu meranti 0.0018 x Rp. 5,225,000 = Rp. 9,405.00
Jumlah (1) = Rp. 35,703.806.13.2. Tenaga
- Pekerja 0.100 Oh x Rp. 100,000 = Rp. 10,000.00- Tukang kayu 0.100 Oh x Rp. 130,000 = Rp. 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000 = Rp. 1,500.00- Mandor 0.0005 Oh x Rp. 130,000 = Rp. 65.00
Jumlah (2) = Rp. 24,565.00Jumlah (1) +(2) = Rp. 60,268.80
PBA 6.14 1 M² Pasang kawat nyamuk
6.14.1 Bahan- Kawat nyamuk 1.100 x Rp. 11,980 = Rp. 13,178.00- Paku biasa ½" - 1" 0.020 Kg x Rp. 16,940 = Rp. 338.80- Kayu meranti 0.0018 x Rp. 5,225,000 = Rp. 9,405.00
Jumlah (1) = Rp. 22,921.806.14.2. Tenaga
- Pekerja 0.100 Oh x Rp. 100,000 = Rp. 10,000.00- Tukang kayu 0.100 Oh x Rp. 130,000 = Rp. 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000 = Rp. 1,500.00- Mandor 0.0005 Oh x Rp. 130,000 = Rp. 65.00
Jumlah (2) = Rp. 24,565.00Jumlah (1) +(2) = Rp. 47,486.80
PBA 6.15 1 M² Pasang kawat kassa
6.15.1 Bahan- Kawat kassa 1.100 x Rp. 13,920 = Rp. 15,312.00- Paku biasa ½" - 1" 0.020 Kg x Rp. 16,940 = Rp. 338.80- Kayu meranti 0.0018 x Rp. 5,225,000 = Rp. 9,405.00
Jumlah (1) = Rp. 25,055.80
6.15.2. Tenaga- Pekerja 0.100 Oh x Rp. 100,000 = Rp. 10,000.00- Tukang kayu 0.100 Oh x Rp. 130,000 = Rp. 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000 = Rp. 1,500.00- Mandor 0.0005 Oh x Rp. 130,000 = Rp. 65.00
Jumlah (2) = Rp. 24,565.00Jumlah (1) +(2) = Rp. 49,620.80
PBA 6.16 1 M² Pasang kawat burung
6.15.1 Bahan
M²
M³
M²
M³
M²
M³
- Kawat burung 1.100 x Rp. 12,710 = Rp. 13,981.00- Paku biasa ½" - 1" 0.020 Kg x Rp. 16,940 = Rp. 338.80- Kayu meranti 0.0018 x Rp. 5,225,000 = Rp. 9,405.00
Jumlah (1) = Rp. 23,724.80
6.15.2. Tenaga- Pekerja 0.100 Oh x Rp. 100,000 = Rp. 10,000.00- Tukang kayu 0.100 Oh x Rp. 130,000 = Rp. 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000 = Rp. 1,500.00- Mandor 0.0005 Oh x Rp. 130,000 = Rp. 65.00
Jumlah (2) = Rp. 24,565.00Jumlah (1) +(2) = Rp. 48,289.80
PBA 6.17 1 M² Pasang jendela nako dan tralis
6.17.1 Bahan- Jendela nako 1.100 x Rp. 201,660 = Rp. 221,826.00- Paku biasa ½" - 1" atau skrup 0.020 Kg x Rp. 16,940 = Rp. 338.80- Besi strip # 12 mm 1.500 x Rp. 11,880 = Rp. 17,820.00
Jumlah (1) = Rp. 239,984.80
6.17.2. Tenaga- Pekerja 0.200 Oh x Rp. 100,000 = Rp. 20,000.00- Tukang kayu 0.200 Oh x Rp. 130,000 = Rp. 26,000.00- Kepala tukang 0.020 Oh x Rp. 150,000 = Rp. 3,000.00- Mandor 0.001 Oh x Rp. 130,000 = Rp. 130.00
Jumlah (2) = Rp. 49,130.00Jumlah (1) +(2) = Rp. 289,114.80
PBA 6.18 1 M' Pasang talang datar, seng bjls 35
6.18.1 Bahan- Seng plat 3' x 6' bjls 35 0.500 Lbr x Rp. 115,500 = Rp. 57,750.00- Paku biasa ½" - 1" atau skrup 0.015 Kg x Rp. 16,940 = Rp. 254.10- Kayu meranti 0.0096 x Rp. 5,225,000 = Rp. 50,160.00- Flincote / meni besi 0.250 Kg x Rp. 25,410 = Rp. 6,352.50
Jumlah (1) = Rp. 114,516.606.18.2. Tenaga
- Pekerja 0.150 Oh x Rp. 100,000 = Rp. 15,000.00- Tukang kayu 0.400 Oh x Rp. 130,000 = Rp. 52,000.00- Kepala tukang 0.025 Oh x Rp. 150,000 = Rp. 3,750.00- Mandor 0.00125 Oh x Rp. 130,000 = Rp. 162.50
Jumlah (2) = Rp. 70,912.50Jumlah (1) +(2) = Rp. 185,429.10
PBA 6.19 1 M' Pasang talang miring, seng bjls 35
6.19.1 Bahan- Seng plat 3' x 6' bjls 35 0.500 Lbr x Rp. 115,500 = Rp. 57,750.00- Paku biasa ½" - 1" atau skrup 0.015 Kg x Rp. 16,940 = Rp. 254.10- Kayu meranti 0.019 x Rp. 5,225,000 = Rp. 99,275.00- Flincote / meni besi 0.300 Kg x Rp. 25,410 = Rp. 7,623.00
Jumlah (1) = Rp. 164,902.106.19.2. Tenaga
- Pekerja 0.150 Oh x Rp. 100,000 = Rp. 15,000.00- Tukang kayu 0.400 Oh x Rp. 130,000 = Rp. 52,000.00- Kepala tukang 0.025 Oh x Rp. 150,000 = Rp. 3,750.00- Mandor 0.00125 Oh x Rp. 130,000 = Rp. 162.50
Jumlah (2) = Rp. 70,912.50Jumlah (1) +(2) = Rp. 235,814.60
PBA 6.20 1 M' Pasang talang ½ lingkaran D-10 cm, seng bjls 35
6.20.1 Bahan- Seng plat 3' x 6' bjls 35 0.300 Lbr x Rp. 115,500 = Rp. 34,650.00- Paku biasa ½" - 1" atau skrup 0.100 Kg x Rp. 16,940 = Rp. 1,694.00- Kayu meranti 0.019 x Rp. 5,225,000 = Rp. 99,275.00- Besi strip 0.500 Kg x Rp. 11,880 = Rp. 5,940.00
Jumlah (1) = Rp. 141,559.00
M²
M³
M²
M²
M³
M³
M³
6.20.2. Tenaga- Pekerja 0.150 Oh x Rp. 100,000 = Rp. 15,000.00- Tukang kayu 0.250 Oh x Rp. 130,000 = Rp. 32,500.00- Kepala tukang 0.025 Oh x Rp. 150,000 = Rp. 3,750.00- Mandor 0.00125 Oh x Rp. 130,000 = Rp. 162.50
Jumlah (2) = Rp. 51,412.50Jumlah (1) +(2) = Rp. 192,971.50
PBA 6.21 1 M' Pasang talang ½ lingkaran D-10 cm, seng bjls 30
6.21.1 Bahan- Seng plat 3' x 6' bjls 30 0.300 Lbr x Rp. 103,950 = Rp. 31,185.00- Paku biasa ½" - 1" atau skrup 0.100 Kg x Rp. 16,940 = Rp. 1,694.00- Kayu meranti 0.019 x Rp. 5,225,000 = Rp. 99,275.00- Besi strip 0.500 Kg x Rp. 11,880 = Rp. 5,940.00
Jumlah (1) = Rp. 138,094.006.21.2. Tenaga
- Pekerja 0.150 Oh x Rp. 100,000 = Rp. 15,000.00- Tukang kayu 0.250 Oh x Rp. 130,000 = Rp. 32,500.00- Kepala tukang 0.025 Oh x Rp. 150,000 = Rp. 3,750.00- Mandor 0.00125 Oh x Rp. 130,000 = Rp. 162.50
Jumlah (2) = Rp. 51,412.50Jumlah (1) +(2) = Rp. 189,506.50
M³
ANALISA BIAYA KONSTRUKSIPEKERJAAN LANGIT - LANGIT
PLL 6.1 1 M² langit - langit asbes ( 1,00 x 1,00 ) m tebal 6 mm
6.1.1 Bahan- Pelat asbes tebal 6 mm 1.100 Lbr x Rp. 17,330 = Rp. 19,063.00- Paku 0.010 Kg x Rp. 16,940 = Rp. 169.40
Jumlah (1) = Rp. 19,232.406.1.2 Tenaga
- Pekerja 0.030 Oh x Rp. 100,000 = Rp. 3,000.00- Tukang kayu 0.070 Oh x Rp. 130,000 = Rp. 9,100.00- Kepala tukang 0.007 Oh x Rp. 150,000 = Rp. 1,050.00- Mandor 0.0015 Oh x Rp. 130,000 = Rp. 195.00
Jumlah (2) = Rp. 13,345.00Jumlah (1) +(2) = Rp. 32,577.40
PLL 6.2 1 M² langit - langit asbes ( 1,00 x 1,00 ) m tebal 5 mm
6.2.1 Bahan- Pelat asbes tebal 5 mm 1.100 Lbr x Rp. 14,440 = Rp. 15,884.00- Paku 0.010 Kg x Rp. 16,940 = Rp. 169.40
Jumlah (1) = Rp. 16,053.406.2.2 Tenaga
- Pekerja 0.030 Oh x Rp. 100,000 = Rp. 3,000.00- Tukang kayu 0.070 Oh x Rp. 130,000 = Rp. 9,100.00- Kepala tukang 0.007 Oh x Rp. 150,000 = Rp. 1,050.00- Mandor 0.0015 Oh x Rp. 130,000 = Rp. 195.00
Jumlah (2) = Rp. 13,345.00Jumlah (1) +(2) = Rp. 29,398.40
PLL 6.3 1 M² langit - langit asbes ( 1,00 x 1,00 ) m tebal 4 mm
6.3.1 Bahan- Pelat asbes tebal 4 mm 1.100 Lbr x Rp. 11,550 = Rp. 12,705.00- Paku 0.010 Kg x Rp. 16,940 = Rp. 169.40
Jumlah (1) = Rp. 12,874.406.3.2 Tenaga
- Pekerja 0.030 Oh x Rp. 100,000 = Rp. 3,000.00- Tukang kayu 0.070 Oh x Rp. 130,000 = Rp. 9,100.00- Kepala tukang 0.007 Oh x Rp. 150,000 = Rp. 1,050.00- Mandor 0.0015 Oh x Rp. 130,000 = Rp. 195.00
Jumlah (2) = Rp. 13,345.00Jumlah (1) +(2) = Rp. 26,219.40
PLL 6.4 1 M² langit - langit asbes ( 1,00 x 1,00 ) m tebal 3,5 mm
6.4.1 Bahan- Pelat asbes tebal 3,5 mm 1.100 Lbr x Rp. 9,350 = Rp. 10,285.00- Paku 0.010 Kg x Rp. 16,940 = Rp. 169.40
Jumlah (1) = Rp. 10,454.40
6.4.2 Tenaga- Pekerja 0.030 Oh x Rp. 100,000 = Rp. 3,000.00- Tukang kayu 0.070 Oh x Rp. 130,000 = Rp. 9,100.00- Kepala tukang 0.007 Oh x Rp. 150,000 = Rp. 1,050.00- Mandor 0.0015 Oh x Rp. 130,000 = Rp. 195.00
Jumlah (2) = Rp. 13,345.00Jumlah (1) +(2) = Rp. 23,799.40
PLL 6.5 1 M² Langit - langit akustik ( 30 x 30 ) cm
6.5.1 Bahan- Akustik ukuran 30 x 30 cm 11.500 Lbr x Rp. 8,540 = Rp. 98,210.00- Paku 0.050 Kg x Rp. 16,940 = Rp. 847.00
Jumlah (1) = Rp. 99,057.006.5.2 Tenaga
- Pekerja 0.060 Oh x Rp. 100,000 = Rp. 6,000.00- Tukang kayu 0.120 Oh x Rp. 130,000 = Rp. 15,600.00- Kepala tukang 0.012 Oh x Rp. 150,000 = Rp. 1,800.00- Mandor 0.003 Oh x Rp. 130,000 = Rp. 390.00
Jumlah (2) = Rp. 23,790.00Jumlah (1) +(2) = Rp. 122,847.00
PLL 6.6 1 M² Langit - langit akustik ( 30 x 60 ) cm
6.6.1 Bahan- Akustik ukuran 30 x 60 cm 5.800 Lbr x Rp. 17,070 = Rp. 99,006.00- Paku 0.050 Kg x Rp. 16,940 = Rp. 847.00
Jumlah (1) = Rp. 99,853.006.6.2 Tenaga
- Pekerja 0.060 Oh x Rp. 100,000 = Rp. 6,000.00- Tukang kayu 0.100 Oh x Rp. 130,000 = Rp. 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000 = Rp. 1,500.00- Mandor 0.003 Oh x Rp. 130,000 = Rp. 390.00
Jumlah (2) = Rp. 20,890.00Jumlah (1) +(2) = Rp. 120,743.00
PLL 6.7 1 M² Langit - langit akustik ( 60 x 120 ) cm
6.7.1 Bahan- Akustik arm strong ukuran 60 x 120 cm 1.500 Lbr x Rp. 68,290 = Rp. 102,435.00- Paku 0.050 Kg x Rp. 16,940 = Rp. 847.00
Jumlah (1) = Rp. 103,282.006.7.2 Tenaga
- Pekerja 0.060 Oh x Rp. 100,000 = Rp. 6,000.00- Tukang kayu 0.100 Oh x Rp. 130,000 = Rp. 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000 = Rp. 1,500.00- Mandor 0.003 Oh x Rp. 130,000 = Rp. 390.00
Jumlah (2) = Rp. 20,890.00Jumlah (1) +(2) = Rp. 124,172.00
PLL 6.8 1 M² Langit - langit plywood ( 30 x 60 ) cm, tebal 4 mm
6.8.1 Bahan- Plywood 4' x 8' x 4 mm 0.360 Lbr x Rp. 51,920 = Rp. 18,691.20- Paku 0.030 Kg x Rp. 16,940 = Rp. 508.20
Jumlah (1) = Rp. 19,199.406.8.2 Tenaga
- Pekerja 0.070 Oh x Rp. 100,000 = Rp. 7,000.00- Tukang kayu 0.100 Oh x Rp. 130,000 = Rp. 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000 = Rp. 1,500.00- Mandor 0.0035 Oh x Rp. 130,000 = Rp. 455.00
Jumlah (2) = Rp. 21,955.00Jumlah (1) +(2) = Rp. 41,154.40
PLL 6.9 1 M² Langit - langit plywood ( 30 x 60 ) cm, tebal 6 mm
6.9.1 Bahan- Plywood 4' x 8' x 6 mm 0.360 Lbr x Rp. 77,880 = Rp. 28,036.80- Paku 0.030 Kg x Rp. 16,940 = Rp. 508.20
Jumlah (1) = Rp. 28,545.006.9.2 Tenaga
- Pekerja 0.070 Oh x Rp. 100,000 = Rp. 7,000.00- Tukang kayu 0.100 Oh x Rp. 130,000 = Rp. 13,000.00
- Kepala tukang 0.010 Oh x Rp. 150,000 = Rp. 1,500.00- Mandor 0.0035 Oh x Rp. 130,000 = Rp. 455.00
Jumlah (2) = Rp. 21,955.00Jumlah (1) +(2) = Rp. 50,500.00
PLL 6.10 1 M² Langit - langit plywood ( 60 x 120 ) cm, tebal 4 mm
6.10.1 Bahan- Plywood 4' x 8' x 4 mm 0.375 Lbr x Rp. 51,920 = Rp. 19,470.00- Paku 0.030 Kg x Rp. 16,940 = Rp. 508.20
Jumlah (1) = Rp. 19,978.206.10.2 Tenaga
- Pekerja 0.070 Oh x Rp. 100,000 = Rp. 7,000.00- Tukang kayu 0.100 Oh x Rp. 130,000 = Rp. 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000 = Rp. 1,500.00- Mandor 0.0035 Oh x Rp. 130,000 = Rp. 455.00
Jumlah (2) = Rp. 21,955.00Jumlah (1) +(2) = Rp. 41,933.20
PLL 6.11 1 M² Langit - langit plywood ( 60 x 120 ) cm, tebal 6 mm
6.11.1 Bahan- Plywood 4' x 8' x 6 mm 0.375 Lbr x Rp. 77,880 = Rp. 29,205.00- Paku 0.030 Kg x Rp. 16,940 = Rp. 508.20
Jumlah (1) = Rp. 29,713.206.11.2 Tenaga
- Pekerja 0.070 Oh x Rp. 100,000 = Rp. 7,000.00- Tukang kayu 0.100 Oh x Rp. 130,000 = Rp. 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000 = Rp. 1,500.00- Mandor 0.0035 Oh x Rp. 130,000 = Rp. 455.00
Jumlah (2) = Rp. 21,955.00Jumlah (1) +(2) = Rp. 51,668.20
PLL 6.12 1 M² Langit - langit teakwood ( 30 x 60 ) cm, tebal 4 mm
6.12.1 Bahan- Teakwood 4' x 8' x 4 mm 0.360 Lbr x Rp. 54,450 = Rp. 19,602.00- Paku 0.030 Kg x Rp. 16,940 = Rp. 508.20
Jumlah (1) = Rp. 20,110.206.12.2 Tenaga
- Pekerja 0.070 Oh x Rp. 100,000 = Rp. 7,000.00- Tukang kayu 0.100 Oh x Rp. 130,000 = Rp. 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000 = Rp. 1,500.00- Mandor 0.0035 Oh x Rp. 130,000 = Rp. 455.00
Jumlah (2) = Rp. 21,955.00Jumlah (1) +(2) = Rp. 42,065.20
PLL 6.13 1 M² Langit - langit teakwood ( 60 x 120 ) cm, tebal 4 mm
6.13.1 Bahan- Teakwood 4' x 8' x 4 mm 0.375 Lbr x Rp. 54,450 = Rp. 20,418.75- Paku 0.030 Kg x Rp. 16,940 = Rp. 508.20
Jumlah (1) = Rp. 20,926.956.13.2 Tenaga
- Pekerja 0.070 Oh x Rp. 100,000 = Rp. 7,000.00- Tukang kayu 0.100 Oh x Rp. 130,000 = Rp. 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000 = Rp. 1,500.00- Mandor 0.0035 Oh x Rp. 130,000 = Rp. 455.00
Jumlah (2) = Rp. 21,955.00Jumlah (1) +(2) = Rp. 42,881.95
PLL 6.14 1 M² Langit - langit lat kayu jati
6.14.1 Bahan- Kayu jati, papan 0.024 x Rp. 24,104,440 = Rp. 578,506.56- Paku 0.010 Kg x Rp. 16,940 = Rp. 169.40- Paku sekrup 0.050 Kg x Rp. 21,180 = Rp. 1,059.00
Jumlah (1) = Rp. 579,734.966.14.2 Tenaga
M³
- Pekerja 0.200 Oh x Rp. 100,000 = Rp. 20,000.00- Tukang kayu 0.600 Oh x Rp. 130,000 = Rp. 78,000.00- Kepala tukang 0.060 Oh x Rp. 150,000 = Rp. 9,000.00- Mandor 0.010 Oh x Rp. 130,000 = Rp. 1,300.00
Jumlah (2) = Rp. 108,300.00Jumlah (1) +(2) = Rp. 688,034.96
PLL 6.16 1 M² Langit - langit lat papan rider
6.16.1 Bahan- Papan rider 1.000 Lbr x Rp. 225,000 = Rp. 225,000.00- Paku 0.010 Kg x Rp. 16,940 = Rp. 169.40- Paku sekrup 0.050 Kg x Rp. 21,180 = Rp. 1,059.00
Jumlah (1) = Rp. 226,228.406.16.2 Tenaga
- Pekerja 0.200 Oh x Rp. 100,000 = Rp. 20,000.00- Tukang kayu 0.600 Oh x Rp. 130,000 = Rp. 78,000.00- Kepala tukang 0.060 Oh x Rp. 150,000 = Rp. 9,000.00- Mandor 0.010 Oh x Rp. 130,000 = Rp. 1,300.00
Jumlah (2) = Rp. 108,300.00Jumlah (1) +(2) = Rp. 334,528.40
PLL 6.17 1 M² Langit - langit soft board
6.17.1 Bahan- Soft board 4' x 8' x 4 mm 0.350 Lbr x Rp. 55,990 = Rp. 19,596.50- Paku biasa 0.030 Kg x Rp. 16,940 = Rp. 508.20
Jumlah (1) = Rp. 20,104.706.17.2 Tenaga
- Pekerja 0.600 Oh x Rp. 100,000 = Rp. 60,000.00- Tukang kayu 0.100 Oh x Rp. 130,000 = Rp. 13,000.00- Kepala tukang 0.010 Oh x Rp. 150,000 = Rp. 1,500.00- Mandor 0.003 Oh x Rp. 130,000 = Rp. 390.00
Jumlah (2) = Rp. 74,890.00Jumlah (1) +(2) = Rp. 94,994.70
PLL 6.18 1 M² Langit - langit akustik 60 x 120 cm + rangka alluminium
6.18.1 Bahan- Profil alluminium "T" 3.600 M' x Rp. 8,470 = Rp. 30,492.00- Kawat seng polos 0.150 Kg x Rp. 22,530 = Rp. 3,379.50- Ramset/dina bolt 1.000 Bh x Rp. 720 = Rp. 720.00- Akustik arm strong 60 x 120 cm 1.500 Lbr x Rp. 68,290 = Rp. 102,435.00
Jumlah (1) = Rp. 137,026.506.18.2 Tenaga
- Pekerja 0.150 Oh x Rp. 100,000 = Rp. 15,000.00- Tukang kayu 0.500 Oh x Rp. 130,000 = Rp. 65,000.00- Kepala tukang 0.050 Oh x Rp. 150,000 = Rp. 7,500.00- Mandor 0.0075 Oh x Rp. 130,000 = Rp. 975.00
Jumlah (2) = Rp. 88,475.00Jumlah (1) +(2) = Rp. 225,501.50
PLL 6.19 1 M' List Langit - langit Kayu profil 3"
6.19.1 Bahan- List kayu profil 1.100 M' x Rp. 18,810 = Rp. 20,691.00- Paku 0.010 Kg x Rp. 16,940 = Rp. 169.40
Jumlah (1) = Rp. 20,860.406.19.2 Tenaga
- Pekerja 0.050 Oh x Rp. 100,000 = Rp. 5,000.00- Tukang kayu 0.050 Oh x Rp. 130,000 = Rp. 6,500.00- Kepala tukang 0.005 Oh x Rp. 150,000 = Rp. 750.00- Mandor 0.003 Oh x Rp. 130,000 = Rp. 390.00
Jumlah (2) = Rp. 12,640.00Jumlah (1) +(2) = Rp. 33,500.40
PLL 6.20 1 M² Langit - langit asbes (1,00 x 1,00) m, rangka kayu meranti
6.20.1 Bahan
- Kayu meranti 0.012 M³ x Rp. 5,225,000 = Rp. 62,700.00- Paku 0.060 Kg x Rp. 16,940 = Rp. 1,016.40- Asbes 1,00 x 1,00 m 1.100 Lbr x Rp. 11,550 = Rp. 12,705.00
Jumlah (1) = Rp. 76,421.406.20.2 Tenaga
- Pekerja 0.180 Oh x Rp. 100,000 = Rp. 18,000.00- Tukang kayu 0.320 Oh x Rp. 130,000 = Rp. 41,600.00- Kepala tukang 0.032 Oh x Rp. 150,000 = Rp. 4,800.00- Mandor 0.009 Oh x Rp. 130,000 = Rp. 1,170.00
Jumlah (2) = Rp. 65,570.00Jumlah (1) +(2) = Rp. 141,991.40
PLL 6.21 1 M² Langit - langit plywood 4 mm + rangka kayu meranti
6.21.1 Bahan
- Kayu meranti 0.013 M³ x Rp. 5,225,000 = Rp. 67,925.00- Paku biasa 2" - 5" 0.060 Kg x Rp. 16,940 = Rp. 1,016.40- Plywood 4' x 8' x 4 mm 0.390 Lbr x Rp. 51,920 = Rp. 20,248.80
Jumlah (1) = Rp. 89,190.206.21.2 Tenaga
- Pekerja 0.270 Oh x Rp. 100,000 = Rp. 27,000.00- Tukang kayu 0.400 Oh x Rp. 130,000 = Rp. 52,000.00- Kepala tukang 0.040 Oh x Rp. 150,000 = Rp. 6,000.00- Mandor 0.0135 Oh x Rp. 130,000 = Rp. 1,755.00
Jumlah (2) = Rp. 86,755.00Jumlah (1) +(2) = Rp. 175,945.20
PLL 6.22 1 M² Langit - langit akustik ( 30 x 60 ) cm + rangka kayu meranti
6.22.1 Bahan
- Kayu meranti 0.013 M³ x Rp. 5,225,000 = Rp. 67,925.00- Paku 0.060 Kg x Rp. 16,940 = Rp. 1,016.40- Akustik 30 x 60 cm 5.800 Lbr x Rp. 17,070 = Rp. 99,006.00
Jumlah (1) = Rp. 167,947.406.22.2 Tenaga
- Pekerja 0.260 Oh x Rp. 100,000 = Rp. 26,000.00- Tukang kayu 0.400 Oh x Rp. 130,000 = Rp. 52,000.00- Kepala tukang 0.040 Oh x Rp. 150,000 = Rp. 6,000.00- Mandor 0.013 Oh x Rp. 130,000 = Rp. 1,690.00
Jumlah (2) = Rp. 85,690.00Jumlah (1) +(2) = Rp. 253,637.40
PLL 6.23 1 M² Langit - langit akustik ( 30 x 30 ) cm + rangka kayu borneo
6.23.1 Bahan
- Kayu meranti 0.013 M³ x Rp. 5,225,000 = Rp. 67,925.00- Paku 0.060 Kg x Rp. 16,940 = Rp. 1,016.40- Akustik 30 x 30 cm 11.500 Lbr x Rp. 8,540 = Rp. 98,210.00
Jumlah (1) = Rp. 167,151.406.23.2 Tenaga
- Pekerja 0.310 Oh x Rp. 100,000 = Rp. 31,000.00- Tukang kayu 0.470 Oh x Rp. 130,000 = Rp. 61,100.00- Kepala tukang 0.047 Oh x Rp. 150,000 = Rp. 7,050.00- Mandor 0.0155 Oh x Rp. 130,000 = Rp. 2,015.00
Jumlah (2) = Rp. 101,165.00Jumlah (1) +(2) = Rp. 268,316.40
PLL 6.24 1 M² Langit - langit gypsum board, tebal 9 mm
6.24.1 Bahan
- Gypsum board (120 x 240 x 9) mm 0.364 Lbr x Rp. 71,500 = Rp. 26,026.00- Paku sekrup 0.110 Kg x Rp. 21,180 = Rp. 2,329.80
Jumlah (1) = Rp. 28,355.80
6.24.2 Tenaga- Pekerja 0.100 Oh x Rp. 100,000 = Rp. 10,000.00- Tukang kayu 0.050 Oh x Rp. 130,000 = Rp. 6,500.00- Kepala tukang 0.005 Oh x Rp. 150,000 = Rp. 750.00- Mandor 0.005 Oh x Rp. 130,000 = Rp. 650.00
Jumlah (2) = Rp. 17,900.00Jumlah (1) +(2) = Rp. 46,255.80
PLL 6.24A 1 M² Langit - langit gypsum board, tebal 6 mm
6.24.1 Bahan
- Gypsum board (120 x 240 x 6) mm 0.364 Lbr x Rp. 59,950 = Rp. 21,821.80- Paku sekrup 0.110 Kg x Rp. 21,180 = Rp. 2,329.80
Jumlah (1) = Rp. 24,151.60
6.24.2 Tenaga- Pekerja 0.100 Oh x Rp. 100,000 = Rp. 10,000.00- Tukang kayu 0.050 Oh x Rp. 130,000 = Rp. 6,500.00- Kepala tukang 0.005 Oh x Rp. 150,000 = Rp. 750.00- Mandor 0.005 Oh x Rp. 130,000 = Rp. 650.00
Jumlah (2) = Rp. 17,900.00Jumlah (1) +(2) = Rp. 42,051.60
PLL 6.24B 1 M² Langit - langit gypsum board, tebal 12 mm
6.24.1 Bahan
- Gypsum board (120 x 240 x 12) mm 0.364 Lbr x Rp. 93,500 = Rp. 34,034.00- Paku sekrup 0.110 Kg x Rp. 21,180 = Rp. 2,329.80
Jumlah (1) = Rp. 36,363.80
6.24.2 Tenaga- Pekerja 0.150 Oh x Rp. 100,000 = Rp. 15,000.00- Tukang kayu 0.080 Oh x Rp. 130,000 = Rp. 10,400.00- Kepala tukang 0.0075 Oh x Rp. 150,000 = Rp. 1,125.00- Mandor 0.0075 Oh x Rp. 130,000 = Rp. 975.00
Jumlah (2) = Rp. 27,500.00Jumlah (1) +(2) = Rp. 63,863.80
1 Batu Krikil / Koral 3 - 5 cm @Rp. 185,900.00 / M32 Batu Krikil / Koral 5 - 7 cm @Rp. 170,900.00 / M33 Batu Krikil / Koral 7 - 10 cm @Rp. 155,900.00 / M34 Batu Belah/Kali 10 - 15 cm @Rp. 140,900.00 / M35 Batu Belah/Kali 15 - 20 cm @Rp. 125,900.00 / M36 Batu Pecah 1 - 2 cm @Rp. 190,200.00 / M37 Batu Pecah 2 - 3 cm @Rp. 177,700.00 / M38 Batu Pecah 3 - 5 cm @Rp. 165,200.00 / M39 Batu Pecah 5 - 7 cm @Rp. 150,200.00 / M3
10 Batu Kacang /jagung 0,5 - 1 cm @Rp. 202,700.00 / M311 Batu Splyt @Rp. 212,700.00 / M312 Batu Bata biasa 5x10x20 cm @Rp. 610.00 / Bh13 Batu Bata Mesin 5x10x20 cm @Rp. 720.00 / Bh14 Batu Bataco 6x12x24 cm @Rp. 4,180.00 / Bh15 Batu Krawang 10x10x20 cm @Rp. 3,030.00 / Bh16 Batu Krawang 10x15x15 cm @Rp. 3,470.00 / Bh17 Batu Krawang 10x20x20 cm @Rp. 3,740.00 / Bh18 Concrete Block (CB) 10 @Rp. 740.00 / Bh19 Concrete Block (CB) 15 @Rp. 1,600.00 / Bh20 Concrete Block (CB) 20 @Rp. 2,920.00 / Bh21 Bondbeam 40x20x20 cm @Rp. 30,250.00 / Bh22 Con Block warna type Holland tb 6 cm @Rp. 1,720.00 / Bh23 Con Block warna type Uni pave tb 6 cm @Rp. 1,600.00 / Bh24 Con Block warna type Dosex Six tb 6 cm @Rp. 1,840.00 / Bh25 Con Block warna type Hexagon tb 6 cm @Rp. 1,710.00 / Bh26 Con Block K 125 @Rp. 1,750.00 / Bh
27 Con Block K 175 @Rp. 2,700.00 / Bh
1 2 3 4
D KAYU / LANGIT - LANGIT
1 Balok Kayu Jati @Rp. 23,925,000.00 / M32 Papan Kayu Jati @Rp. 24,104,440.00 / M33 Balok Kayu Damar Laut @Rp. 9,350,000.00 / M34 Papan Kayu Damar Laut @Rp. 9,650,000.00 / M35 Balok Kayu Meranti Batu @Rp. 9,075,000.00 / M36 Papan Kayu Meranti Batu @Rp. 9,375,000.00 / M37 Balok Kayu Kapur @Rp. 6,490,000.00 / M38 Papan kayu Kapur @Rp. 6,790,000.00 / M39 Balok Kayu Meranti Kls I @Rp. 5,225,000.00 / M3
10 Papan Kayu Meranti Kls I @Rp. 5,475,000.00 / M311 Kayu Sembarang/Bekisting @Rp. 3,107,500.00 / M312 Kayu Bakar @Rp. 187,000.00 / M313 Papan Lambersering/Rider @Rp. 225,000.00 / M214 Kayu Lat Asbes 5x30x400 mm @Rp. 7,430.00 / Btg15 Kayu Kaso 5 - 7 /400 cm @Rp. 87,780.00 / Btg16 Kayu Dolken / Kayu Laut Ø 7,5 - 10 / 400 cm @Rp. 19,250.00 / Btg17 Bambu Ø 6 - 8 /600 cm @Rp. 13,750.00 / Btg18 Bilik Bambu @Rp. 16,340.00 / M219 Kayu Profil 1" @Rp. 6,270.00 / M'20 Kayu Profil 2" @Rp. 12,540.00 / M'21 Kayu Profil 3" @Rp. 18,810.00 / M'22 Kayu Profil 4" @Rp. 25,080.00 / M'23 Profil Gypsum 2" @Rp. 4,600.00 / M'24 Profil Gypsum 3" @Rp. 5,450.00 / M'25 Profil Gypsum 4" @Rp. 6,660.00 / M'26 Profil Gypsum 6" @Rp. 7,870.00 / M'27 Plywood 120x240 tbl. 18 mm @Rp. 233,640.00 / Lbr28 Plywood 120x240 tbl. 12 mm @Rp. 155,760.00 / Lbr29 Plywood 120x240 tbl. 9 mm @Rp. 116,820.00 / Lbr30 Plywood 120x240 tbl. 6 mm @Rp. 77,880.00 / Lbr31 Plywood 120x240 tbl. 4 mm @Rp. 51,920.00 / Lbr32 Teakwood 120x240 tbl. 3 mm @Rp. 54,450.00 / Lbr33 Triplek Jati 120x240 tbl. 3 mm @Rp. 85,250.00 / Lbr34 Triplek Sungkai 120x240 tbl. 3 mm @Rp. 79,750.00 / Lbr35 Formika 120x240 @Rp. 74,250.00 / Lbr36 Soft Board 120x240 tbl. 4 mm @Rp. 55,990.00 / Lbr37 Soft Board 120x240 tbl. 6 mm @Rp. 84,150.00 / Lbr38 Soft Board 120x240 tbl. 9 mm @Rp. 126,230.00 / Lbr39 Soft Board 120x240 tbl. 12 mm @Rp. 168,250.00 / Lbr40 Gypsum 120x240 tbl. 6 mm @Rp. 59,950.00 / Lbr41 Gypsum 120x240 tbl. 9 mm @Rp. 71,500.00 / Lbr42 Gypsum 120x240 tbl. 12 mm @Rp. 93,500.00 / Lbr43 Asbes Lokal 100x100 cm @Rp. 9,350.00 / Lbr44 Asbes Atrisco 100x100 cm t= 4 mm @Rp. 11,550.00 / Lbr45 Asbes Atrisco 100x100 cm t= 5 mm @Rp. 14,440.00 / Lbr46 Asbes Atrisco 100x100 cm t= 6 mm @Rp. 17,330.00 / Lbr47 Akustik 30x30 cm @Rp. 8,540.00 / Lbr48 Akustik 30x60 cm @Rp. 17,070.00 / Lbr49 Akustik 60x120 cm @Rp. 68,290.00 / Lbr50 Rangka Furing Ceiling Gypsum @Rp. 52,250.00 / M251 Rangka Furing Dinding Gypsum @Rp. 63,800.00 / M252 Tepung Dempul @Rp. 10,450.00 / Kg53 Kain kasa/Paper Tape @Rp. 57,750.00 / Roll
1 Ubin Granito 30 x 30 cm @Rp. 26,260.00 / Bh2 Ubin Granito 40 x 40 cm @Rp. 46,590.00 / Bh3 Ubin Granito 60 x 60 cm @Rp. 104,670.00 / Bh4 Ubin Mosaik 30 x 30 cm @Rp. 13,920.00 / Bh5 Ubin Marmer Ex. DN @Rp. 261,970.00 / M26 Ubin teralux marmer 30 x 30 cm @Rp. 27,230.00 / Bh7 Ubin teralux marmer 40 x 40 cm @Rp. 48,400.00 / Bh8 Ubin teralux marmer 60 x 60 cm @Rp. 109,510.00 / Bh9 Ubin keramik 10 x 20 cm @Rp. 1,210.00 / Bh
10 Ubin keramik 15 x 15 cm @Rp. 1,400.00 / Bh11 Ubin keramik 20 x 20 cm @Rp. 2,490.00 / Bh12 Ubin keramik 20 x 25 cm @Rp. 3,150.00 / Bh13 Ubin keramik 25 x 25 cm @Rp. 3,870.00 / Bh14 Ubin keramik 30 x 30 cm @Rp. 5,570.00 / Bh15 Ubin keramik 30 x 30 cm anti slip @Rp. 6,290.00 / Bh16 Ubin keramik 40 x 40 cm @Rp. 9,680.00 / Bh17 Ubin keramik artistik 5 x 20 cm @Rp. 910.00 / Bh
18 Ubin keramik artistik 10 x 10 cm @Rp. 910.00 / Bh19 Ubin keramik artistik 10 x 20 cm @Rp. 1,760.00 / Bh20 Ubin keramik Essenza 30 x 30 cm @Rp. 21,180.00 / Bh21 Ubin keramik Essenza 40 x 40 cm @Rp. 37,630.00 / Bh22 Porselin 11 x 11 cm Putih @Rp. 1,210.00 / Bh23 Porselin 11 x 11 cm, warna @Rp. 145.00 / Bh24 Porselin 15 x 15 cm, putih @Rp. 2,300.00 / Bh25 Porselin 15 x 15 cm, warna @Rp. 2,540.00 / Bh26 Plint ubin teralux marmer 10 x 30 cm @Rp. 16,340.00 / Bh27 Plint ubin teralux marmer 10 x 40 cm @Rp. 29,040.00 / Bh28 Plint ubin teralux marmer 10 x 60 cm @Rp. 65,700.00 / Bh29 Plint ubin granito 10 x 30 cm @Rp. 27,950.00 / Bh30 Plint ubin granito 10 x 40 cm @Rp. 62,800.00 / Bh31 Plint ubin granito 10 x 60 cm @Rp. 157,180.00 / Bh32 Plint ubin keramik 10 x 30 cm @Rp. 4,110.00 / Bh33 Plint ubin keramik 10 x 40 cm @Rp. 5,690.00 / Bh34 Plint ubin keramik 10 x 60 cm @Rp. 8,110.00 / Bh35 Plint ubin keramik 15 x 30 cm @Rp. 5,810.00 / Bh36 Plint ubin keramik 15 x 40 cm @Rp. 7,740.00 / Bh37 Plint ubin keramik 15 x 60 cm @Rp. 11,620.00 / Bh38 Batu Lapis Dinding 7x3x24 @Rp. 2,040.00 / Bh39 Batu Tempel Hitam @Rp. 104,500.00 / M240 Batu Poros @Rp. 114,680.00 / M241 Carpet @Rp. 90,750.00 / M242 Carpet 80 % wool, 20 % nylon @Rp. 87,450.00 / M243 Feltex carpet 100 % wool-T-21 @Rp. 85,250.00 / M244 Underlyer tebal 6 mm / rubber corrugated @Rp. 104,500.00 / M245 Vynil asbes 30 x 30 cm @Rp. 8,230.00 / Bh46 Vynil karet 30 x 30 cm KL I @Rp. 9,800.00 / Bh47 Vynil karet 30 x 30 cm KL II @Rp. 9,080.00 / Bh48 Vynil motif kembang ex DN 30 x 30 cm @Rp. 9,440.00 / Bh49 Vynil wall covering lebar 50 cm @Rp. 63,250.00 / M250 Perquet Jati @Rp. 368,500.00 / M251 Gymfloor @Rp. 79,750.00 / M252 Paku Pancing 60 - 230 @Rp. 720.00 / Bh53 Sekrup 3,5" @Rp. 410.00 / Kg54 Sekrup 3,5" @Rp. 20,350.00 / Kg
10 Atap Aluminium gelombang tebal 0,55 @Rp. 98,180.00 / Lbr11 Atap seng Gelombang 3' x 6' bjls 35 @Rp. 59,640.00 / Lbr12 Atap seng Super Deck 3' x 6' tbl 0,30 @Rp. 68,750.00 / Lbr13 Roof light fibreglass gelombang @Rp. 46,390.00 / Lbr14 Atap Asbes Gelombang 1,8 x 1,05 tbl.4 mm @Rp. 59,380.00 / Lbr15 Atap Asbes Gelombang 2,1 x 1,05 tbl.4 mm @Rp. 93,170.00 / Lbr16 Atap Asbes Gelombang 2,4 x 1,05 tbl.4 mm @Rp. 108,130.00 / Lbr17 Atap Asbes Gelombang 2,7 x 1,05 tbl.4 mm @Rp. 113,300.00 / Lbr18 Atap Asbes Gelombang 1,8 x 0,92 tbl.5 mm @Rp. 70,950.00 / Lbr19 Atap Asbes Gelombang 2,1 x 0,92 tbl.5 mm @Rp. 88,770.00 / Lbr20 Atap Asbes Gelombang 2,4 x 0,92 tbl.5 mm @Rp. 97,020.00 / Lbr21 Atap Asbes Gelombang 2,7 x 0,92 tbl.5 mm @Rp. 106,810.00 / Lbr22 Atap Asbes Gelombang 1,8 x 1,08 tbl.6 mm @Rp. 103,620.00 / Lbr23 Atap Asbes Gelombang 2,1 x 1,08 tbl.6 mm @Rp. 120,450.00 / Lbr24 Atap Asbes Gelombang 2,4 x 1,08 tbl.6 mm @Rp. 128,370.00 / Lbr25 Atap Asbes Gelombang 2,7 x 1,08 tbl.6 mm @Rp. 155,430.00 / Lbr26 Genteng bubung palentong @Rp. 9,350.00 / Bh27 Genteng bubung palentong super @Rp. 12,740.00 / Bh28 Genteng bubung kodok @Rp. 9,560.00 / Bh29 Nok genteng beton @Rp. 13,440.00 / Bh30 Nok genteng keramik @Rp. 15,040.00 / Bh31 Nok Genteng Aspal @Rp. 29,350.00 / Bh32 Nok Genteng Metal/Multi Roof (decra bond) @Rp. 41,140.00 / Bh33 Nok Genteng Asbes cement 0,35 @Rp. 33,770.00 / Lbr34 Nok Aluminium standard 40 cm 18 swg22 @Rp. 47,890.00 / M235 Bubung/Nok Stel Gelombang 0,92 m' tbl.5 mm @Rp. 19,590.00 / Lbr36 Bubung/Nok Stel Gelombang 1,05 m' tbl.4 mm @Rp. 25,990.00 / Lbr37 Bubung/Nok Stel Gelombang 1,08 m' tbl.6 mm @Rp. 28,510.00 / Lbr38 Bubung/Nok Paten 0,92 m' tbl.5 mm @Rp. 36,810.00 / Lbr39 Bubung/Nok Paten 1,05 m' tbl.4 mm @Rp. 30,950.00 / Lbr40 Bubung/Nok Paten 1,08 m' tbl.6 mm @Rp. 42,960.00 / Lbr41 Bubung/Nok Stel Rata 0,92 m' tbl.5 mm @Rp. 36,080.00 / Lbr42 Bubung/Nok Stel Rata 1,05 m' tbl.4 mm @Rp. 30,250.00 / Lbr43 Bubung/Nok Stel Rata 1,08 m' tbl.6 mm @Rp. 40,600.00 / Lbr44 Seng Plat 3" x 6" bjls 35 @Rp. 115,500.00 / Lbr45 Seng Plat 3" x 6" bjls 30 @Rp. 103,950.00 / Lbr46 Plastic aerator @Rp. 27,500.00 / Bh47 Sisalation / aluminium foil @Rp. 77,200.00 / M2
48 Paku seng + Ring karet @Rp. 20,350.00 / Kg49 Paku seng + Ring karet @Rp. 410.00 / Bh50 Paku hak panjang 15 cm @Rp. 30,530.00 / Kg51 Atap Seng Alumi Zinc warna 0,35 @Rp. 62,040.00 / M252 Atap Twin light @Rp. 74,250.00 / M2
Pipa PVC Tipe AW Ø 1/2"Pipa PVC Tipe AW Ø 3/4"Pipa PVC Tipe AW Ø 1"Pipa PVC Tipe AW Ø 1 1/2"Pipa PVC Tipe AW Ø 2"Pipa PVC Tipe AW Ø 2 1/2"Pipa PVC Tipe AW Ø 3"Pipa PVC Tipe AW Ø 4"Pipa Besi Hitam Ø 1/2"Pipa Besi Hitam Ø 3/4"Pipa Besi Hitam Ø 1"Pipa Besi Hitam Ø 1 1/2"Pipa Besi Hitam Ø 2"Pipa Besi Hitam Ø 2 1/2"Pipa Galvanis Ø 1/2"Pipa Galvanis Ø 3/4"Pipa Galvanis Ø 1"Pipa Galvanis Ø 1 1/4"Pipa Galvanis Ø 1 1/2"Pipa Galvanis Ø 2"
53 @Rp. 52,440.00 / M'@Rp. /
54 Fitting Knee AW 1" @Rp. 5,230.00 / Bh55 Fitting Tee AW 1" @Rp. 7,150.00 / Bh56 Fitting Socht AW 1" @Rp. 4,680.00 / Bh57 Bocht LL-D 1" @Rp. 24,750.00 / Bh58 Union Socht 1" @Rp. 7,430.00 / Bh59 D-Nipple 1" @Rp. 18,150.00 / Bh
1 2 3 4
K LISTRIK / ACSESORIES
1 Lampu TL 1 x 20 W Lengkap Kotak @Rp. 54,450.00 / Set2 Lampu TL 1 x 40 W Lengkap Kotak @Rp. 60,500.00 / Set3 Lampu TL 2 x 20 W Lengkap Kotak @Rp. 163,350.00 / Set4 Lampu TL 2 x 40 W Lengkap Kotak @Rp. 183,920.00 / Set5 Lampu TL Bambu 1 x 20 W Lengkap @Rp. 108,900.00 / Set6 Lampu TL Bambu 1 x 40 W Lengkap @Rp. 123,420.00 / Set7 Lampu XL 5 W + Fitting @Rp. 25,410.00 / Set8 Lampu XL 8 W + Fitting @Rp. 27,230.00 / Set9 Lampu XL 10 W + Fitting @Rp. 29,040.00 / Set
Kepala Dinas Penataan Ruang dan 1. Ir. Jeremias Sinaga, MAP (………….)Permukiman Prov. Sumatera Utara
2. Ir. Herimas (………….)
3. H. Sugiarto Bharata, ST (………….)
4. Ali Muhar, ST (………….)
Pipa Galvanis Ø 2 1/2"Fitting Pipa AW Ø 1" yang terdiri dari :
Kabel Listrik NYA Ø 1,5 mmKabel Listrik NYA Ø 2,5 mmKabel Listrik NYA Ø 4 mmKabel Listrik NYM 2 Ø 1,5 mmKabel Listrik NYM 2 Ø 2,5 mmKabel Listrik NYM 2 Ø 4 mm
Ir. H. Syafruddin Siregar, MSi
Pembina Utama Muda 5. Sekula Karokaro, ST (………….)NIP. 400025884
6. Ebenser Saragih, SE (………….)
7. Sahat Hasudungan, ST (………….)
8. Ir. Tanogara Siahaan (………….)
9. Ali Fauzen, ST (………….)
10. Naimul Ahmad R. ST (………….)
11. Chandra, ST (………….)
DAFTAR ANALISA
PEKERJAAN PEMBANGUNAN GEDUNG NEGARA
NO ANALISA URAIAN HARGA
Pekerjaan Persiapan
1 Anl. 6.1 1 M' Pagar sementara dari kayu tinggi 2 meter Rp.
2 Anl. 6.2 1 M' Pagar sementara dari seng gelombang tinggi 2 meter Rp.
3 Anl. 6.3 1 M' Pagar sementara dari kawat duri tinggi 1,8 meter Rp.
4 Anl. 6.4 1 M' Pengukuran dan pemasangan bouwlank Rp.
5 Anl. 6.5 1 M² Pembuatan kantor sementara dengan lantai plesteran Rp.
6 Anl. 6.6 1 M² Pembuatan gudang semen dan alat - alat Rp.
7 Anl. 6.7 1 M² Pembuatan rumah jaga/ konstruksi kayu Rp.
8 Anl. 6.8 1 M² Membersihkan Lapangan dan peralatan Rp.
9 Anl. 6.9 1 M² Pembuatan bedeng buruh Rp.
10 Anl. 6.10 1 M² Pembuatan bak adukan ukuran (40 x 50 x 20) cm Rp.
11 Anl. 6.11 1 M² Pembuatan Stegger dari bambu ukuran (40 x 50 x 20) cm Rp.
12 Anl. 6.12 1 M² Pembuatan jalan sementara Rp.
13 Anl. 6.13 1 M³ Bongkaran beton bertulang Rp.
14 Anl. 6.14 1 M³ Bongkaran dinding tembok bata merah Rp.
15 Anl. 6.15 1 M' Pasang pagar kawat jaring galvanis, tinggi 1,00 m Rp.
16 Anl. 6.16 1 M' Pasang pagar beton pracetak (5 x 50 x 213) cm Rp.
17 Anl. 6.1 1 M³ Galian tanah biasa sedalam 1 meter Rp.
18 Anl. 6.2 1 M³ Galian tanah biasa sedalam 2 meter Rp.
19 Anl. 6.3 1 M³ Galian tanah biasa sedalam 3 meter Rp.
20 Anl. 6.4 1 M³ Galian tanah keras sedalam 1 meter Rp.
21 Anl. 6.5 1 M³ Galian tanah cadas sedalam 1 meter Rp.
22 Anl. 6.6 1 M³ Galian tanah lumpur sedalam 1 meter Rp.
ABK-Ppon 6.5 1 M3 PAS BATU PONDASI BATU KALI 1 PC : 4 PS 1.100 M3 Batu Kali 163.000 Kg Semen Type I 0.520 M3 Pasir Pasang 0.600 Oh Tukang Batu 0.060 Oh Kepala Tukang 1.500 Oh Pekerja 0.075 Oh Mandor
ABK-Ppl 6.2 1 M2 PLESTERAN TRASRAM BATU BATA 1 : 2 TEBAL 15 MM 8.520 Kg Semen Type I 0.017 M3 Pasir Pasang 0.150 Oh Tukang Batu 0.015 Oh Kepala Tukang 0.200 Oh Pekerja 0.010 Oh Mandor
ABK-Ppl 6.4 1 M2 PLESTERAN TRASRAM 1 : 4 TEBAL 15 MM 5.200 Kg Semen Type I 0.020 M3 Pasir Pasang 0.150 Oh Tukang Batu
0.015 Oh Kepala Tukang 0.200 Oh Pekerja 0.010 Oh Mandor
ABK-PD 6.9 1 M2 PAS TASRAM BATU BATA 1 : 2 70.000 Bh Batu Bata 18.950 Kg Semen Type I 0.038 M3 Pasir Pasang 0.100 Oh Tukang Batu 0.010 Oh Kepala Tukang 0.320 Oh Pekerja 0.150 Oh Mandor
Rp 40,000.00 Rp 21,040.00 Rp 50,000.00 Rp 2,600.00
Rp 23,640.00
Rp 75,000.00 Rp 90,000.00 Rp 40,000.00 Rp 12,000.00 Rp 50,000.00 Rp 500.00
Rp 102,500.00
Rp 150,000.00 Rp 165,000.00 Rp 1,300.00 Rp 211,900.00 Rp 112,000.00 Rp 58,240.00 Rp 50,000.00 Rp 30,000.00 Rp 60,000.00 Rp 3,600.00 Rp 40,000.00 Rp 60,000.00 Rp 40,000.00 Rp 3,000.00
Rp 531,740.00
Rp 1,300.00 Rp 11,076.00 Rp 112,000.00 Rp 1,904.00 Rp 50,000.00 Rp 7,500.00 Rp 60,000.00 Rp 900.00 Rp 40,000.00 Rp 8,000.00 Rp 50,000.00 Rp 500.00
Rp 29,880.00
Rp 1,300.00 Rp 6,760.00 Rp 112,000.00 Rp 2,240.00 Rp 50,000.00 Rp 7,500.00
Rp 60,000.00 Rp 900.00 Rp 40,000.00 Rp 8,000.00 Rp 50,000.00 Rp 500.00
Rp 25,900.00
Rp 650.00 Rp 45,500.00 Rp 1,300.00 Rp 24,635.00 Rp 112,000.00 Rp 4,256.00 Rp 50,000.00 Rp 5,000.00 Rp 60,000.00 Rp 600.00 Rp 40,000.00 Rp 12,800.00 Rp 50,000.00 Rp 7,500.00
Rp 100,291.00
Rp 1,300.00 Rp 45,500.00 Rp 175,000.00 Rp 31,150.00 Rp 130,000.00 Rp 45,500.00 Rp 150,000.00 Rp 15,000.00 Rp 100,000.00 Rp 72,000.00 Rp 130,000.00 Rp 45,500.00
Rp 254,650.00
RENCANA ANGGARAN BIAYA
Proyek : Peningkatan Perguruan Tinggi Agama / STAIN CurupPekerjaan :Luas :Luas :Kabupaten :Tahun Anggaran :
III PEKERJAAN BATU / PASANGAN1 Pek. Pas Batu Pondasi Batu Kali 1 PC : 4 PS 9.11 M32 Pek . Pas. Paving Block 750.00 M23 Pek. Pas Trasram Batu Bata 1 : 2 2.92 m34 Pek. Plesteran Trasram Batu Bata 1 : 2 Tebal 15 MM 25.36 M25 Pek. Plesteran Trasram 1 : 4 Tebal 15 MM 23.76 m26 Pek. Pas. Pipa Peresapan Air Hujan 1.00 Unit7 Pek. Plesteran Plapis Tebing 1 : 4 42.70 M2
IV PEKERJAAN LAIN-LAIN1 Pek. Pembersihan Akhir 1.00 Unit
REKAPITULASI
I PEKERJAAN PERSIAPANII 0III PEKERJAAN BATU / PASANGANIV PEKERJAAN LAIN-LAIN
Terbilang : Seratus empat belas ribu sembilan ratus delapan puluh tujuh ribu rupiah