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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 1,270 = Rp 3,175.00

- 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 150,782.80

6.1.2. Tenaga

- Tukang kayu 0.200 Oh x Rp 78,800 = Rp 15,760.00

- Pekerja 0.400 Oh x Rp 52,500 = Rp 21,000.00

- Kepala tukang 0.020 Oh x Rp 91,900 = Rp 1,838.00

- Mandor 0.020 Oh x Rp 65,600 = Rp 1,312.00 Jumlah (2) = Rp 39,910.00

Jumlah (1) + (2) = Rp 190,692.80

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 1,270 = Rp 3,175.00

- 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 150,378.30

6.2.2. Tenaga

- Tukang kayu 0.200 Oh x Rp 78,800 = Rp 15,760.00

- Pekerja 0.400 Oh x Rp 52,500 = Rp 21,000.00

- Kepala tukang 0.020 Oh x Rp 91,900 = Rp 1,838.00

- Mandor 0.020 Oh x Rp 65,600 = Rp 1,312.00

Jumlah (2) = Rp 39,910.00

Jumlah (1) + (2) = Rp 190,288.30

ANALISA BIAYA KONSTRUKSI

PEKERJAAN PERSIAPAN

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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 1,270 = Rp 2,540.00

- 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 31,187.05

6.3.2. Tenaga

- Tukang kayu 0.200 Oh x Rp 78,800 = Rp 15,760.00

- Pekerja 0.400 Oh x Rp 52,500 = Rp 21,000.00

- Kepala tukang 0.020 Oh x Rp 91,900 = Rp 1,838.00

- Mandor 0.020 Oh x Rp 65,600 = Rp 1,312.00

Jumlah (2) = Rp 39,910.00

Jumlah (1) + (2) = Rp 71,097.05

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 78,800 = Rp 7,880.00

- Pekerja 0.100 Oh x Rp 52,500 = Rp 5,250.00

- Kepala tukang 0.010 Oh x Rp 91,900 = Rp 919.00

- Mandor 0.005 Oh x Rp 65,600 = Rp 328.00

Jumlah (2) = Rp 14,377.00

Jumlah (1) + (2) = Rp 73,709.90

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 1,270 = Rp 190.50

- 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 8,916,856.20

6.5.2. Tenaga

- Tukang kayu 2.000 Oh x Rp 78,800 = Rp 157,600.00

- Tukang batu 1.000 Oh x Rp 78,800 = Rp 78,800.00

- Pekerja 2.000 Oh x Rp 52,500 = Rp 105,000.00

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- Kepala tukang 0.300 Oh x Rp 91,900 = Rp 27,570.00

- Mandor 0.050 Oh x Rp 65,600 = Rp 3,280.00

Jumlah (2) = Rp 372,250.00

Jumlah (1) + (2) = Rp 9,289,106.20

PA 6.6. 1 M 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 1,270 = Rp 13,335.00

- 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 195,395.00

6.2.2. Tenaga

- Tukang kayu 0.200 Oh x Rp 78,800 = Rp 15,760.00

- Pekerja 0.400 Oh x Rp 52,500 = Rp 21,000.00

- Kepala tukang 0.020 Oh x Rp 91,900 = Rp 1,838.00- Mandor 0.020 Oh x Rp 65,600 = Rp 1,312.00

Jumlah (2) = Rp 39,910.00

Jumlah (1) + (2) = Rp 235,305.00

PA 6.7 1m 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 M 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 78,800 = Rp 118,200.00

- Pekerja 1.000 Oh x Rp 52,500 = Rp 52,500.00

- Kepala Tukang 0.150 Oh x Rp 91,900 = Rp 13,785.00

- Mandor 0.050 Oh x Rp 65,600 = Rp 3,280.00

Jumlah (2) = Rp 187,765.00

Jumlah (1) + (2) = Rp 433,427.40

PA 6.8 1 m Membersihkan lapangan dan perataan

6.8.1 Tenaga

- Pekerja 0.100 Oh x Rp 52,500 = Rp 5,250.00

- Mandor 0.050 Oh x Rp 65,600 = Rp 3,280.00

Jumlah = Rp 8,530.00

PA 6.9 1 m Pembuatan bedeng buruh

6.9.1 Bahan

- Kayu Laut/Dolken 1.250 Btg x Rp 19,250 = Rp 24,062.50

- Kayu 0.186 M 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 1,270 = Rp 22,860.00

- Pasir beton 0.030 M x Rp 165,200 = Rp 4,956.00

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- Koral beton 0.050 M 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 469,004.90

6.9.2 Tenaga

- Tukang kayu 2.000 Oh x Rp 78,800 = Rp 157,600.00

- Pekerja 1.000 Oh x Rp 52,500 = Rp 52,500.00- Kepala tukang 0.200 Oh x Rp 91,900 = Rp 18,380.00

- Mandor 0.050 Oh x Rp 65,600 = Rp 3,280.00

Jumlah (2) = Rp 231,760.00

Jumlah (1) + (2) = Rp 700,764.90

PA 6.10. 1 m 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 1,270 = Rp 1,270.00

Jumlah (1) = Rp 13,224.80

6.10.2 Tenaga

- Tukang kayu 0.300 Oh x Rp 78,800 = Rp 23,640.00

- Mandor 0.002 Oh x Rp 65,600 = Rp 98.40

Jumlah (2) = Rp 23,738.40

Jumlah (1) + (2) = Rp 36,963.20

PA 6.11. 1 m Pembuatan Stegger dari bambu, ukuran ( 40 x 50 x 20 ) cm

6.11.1 Bahan

- Bambu 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 78,800 = Rp 1,339.60

- Kepala tukang 0.002 Oh x Rp 91,900 = Rp 183.80

- Pekerja 0.250 Oh x Rp 52,500 = Rp 13,125.00

- Mandor 0.013 Oh x Rp 65,600 = Rp 852.80

Jumlah (2) = Rp 15,501.20

Jumlah (1) + (2) = Rp #REF!

PA 6.12 1 m Pembuatan jalan sementara

6. 12.1 Bahan

- Batu belah 15/20 0.150 M x Rp 125,900 = Rp 18,885.00

- Batu pecah 5/7 0.090 M x Rp 150,200 = Rp 13,518.00

- Pasir pasang 0.010 M x Rp 76,500 = Rp 765.00

Jumlah (1) = Rp 33,168.00

6.12.2 Tenaga

- Pekerja 1.000 Oh x Rp 52,500 = Rp 52,500.00

- Mandor 0.050 Oh x Rp 65,600 = Rp 3,280.00

Jumlah (2) = Rp 55,780.00

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Jumlah (1) + (2) = Rp 88,948.00

PA 6.13 1 m Bongkaran beton betulang

6.13.1 Tenaga

- Pekerja 6.667 Oh x Rp 52,500 = Rp 350,017.50

- Mandor 0.333 Oh x Rp 65,600 = Rp 21,844.80

Jumlah = Rp 371,862.30

PA 6.14 1m Bongkaran dinding tembok bata merah

6.14.1 Tenaga

- Pekerja 5.000 Oh x Rp 52,500 = Rp 262,500.00

- Mandor 0.250 Oh x Rp 65,600 = Rp 16,400.00

Jumlah = Rp 278,900.00

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 52,500 = Rp 2,205.00

- Kepala tukang 0.004 Oh x Rp 91,900 = Rp 367.60

- Tukang 0.042 Oh x Rp 78,800 = Rp 3,309.60

- Mandor 0.002 Oh x Rp 65,600 = Rp 131.20

Jumlah (2) = Rp 6,013.40

Jumlah (1) + (2) = Rp 108,415.70

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 M x Rp 165,200 = Rp 12,224.80

- Koral 2/3 0.146 M x Rp 0 = Rp 0.00

- Batu Bata biasa 5x10x20 cm 45.000 Kg x Rp 1,270 = Rp 57,150.00

Jumlah (1) = Rp 244,587.00

6.16.2. Tenaga

- Pekerja 0.042 Oh x Rp 52,500 = Rp 2,205.00

- Kepala tukang 0.004 Oh x Rp 91,900 = Rp 367.60

- Tukang 0.042 Oh x Rp 78,800 = Rp 3,309.60

- Mandor 0.002 Oh x Rp 65,600 = Rp 131.20

Jumlah (2) = Rp 6,013.40

Jumlah (1) + (2) = Rp 250,600.40

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PT 6.1. 1 m Galian tanah biasa sedalam 1 meter

6.1.1. Tenaga

- Pekerja 0.400 Oh x Rp. 52,500 = Rp. 21,000.00

- Mandor 0.040 Oh x Rp. 65,600 = Rp. 2,624.00

Jumlah (1) = Rp. 23,624.00

PT 6.2. 1 m Galian tanah biasa sedalam 2 meter

6.2.1. Tenaga

- Pekerja 0.526 Oh x Rp. 52,500 = Rp. 27,615.00

- Mandor 0.0526 Oh x Rp. 65,600 = Rp. 3,450.56

Jumlah (1) = Rp. 31,065.56

PT 6.3. 1 m Galian tanah biasa sedalam 3 meter

6.3.1. Tenaga

- Pekerja 0.735 Oh x Rp. 52,500 = Rp. 38,587.50

- Mandor 0.0735 Oh x Rp. 65,600 = Rp. 4,821.60

Jumlah (1) = Rp. 43,409.10

PT 6.4. 1 m Galian tanah keras sedalam 1 meter

6.4. Tenaga

- Pekerja 0.625 Oh x Rp. 52,500 = Rp. 32,812.50

- Mandor 0.062 Oh x Rp. 65,600 = Rp. 4,067.20

Jumlah = Rp. 36,879.70

PT 6.5. 1 m Galian tanah cadas sedalam 1 meter

6.5.1. Tenaga

- Pekerja 1.250 Oh x Rp. 52,500 = Rp. 65,625.00

- Mandor 0.125 Oh x Rp. 65,600 = Rp. 8,200.00

Jumlah = Rp. 73,825.00

PT 6.6.. 1 m Galian tanah lumpur sedalam 1 meter

6.6.1. Tenaga

- Pekerja 0.823 Oh x Rp. 52,500 = Rp. 43,207.50

- Mandor 0.083 Oh x Rp. 65,600 = Rp. 5,444.80

Jumlah = Rp. 48,652.30

PT 6.7. 1 m Pekerjaan stripping setinggi 1 meter

6.7.1. Tenaga

- Pekerja 0.050 Oh x Rp. 52,500 = Rp. 2,625.00

- Mandor 0.005 Oh x Rp. 65,600 = Rp. 328.00

Jumlah (1) = Rp. 2,953.00

PT 6.8. 1 m Pembuangan tanah sejauh 150 meter

6.8.1. Tenaga

- Pekerja 0.515 Oh x Rp. 52,500 = Rp. 27,037.50

- Mandor 0.0515 Oh x Rp. 65,600 Rp. 3,378.40

Jumlah = Rp. 30,415.90

ANALISA BIAYA KONSTRUKSI

PEKERJAAN TANAH

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PT 6.9. 1 m Urugan kembali

6.9.1. Tenaga

- Pekerja 0.192 Oh x Rp. 52,500 = Rp. 10,080.00

- Mandor 0.019 Oh x Rp. 65,600 = Rp. 1,246.40

Jumlah = Rp. 11,326.40

PT 6.10. 1 m Pemadatan tanah

6.10.1. Tenaga

- Pekerja 0.500 Oh x Rp. 52,500 = Rp. 26,250.00

- Mandor 0.050 Oh x Rp. 65,600 = Rp. 3,280.00

Jumlah = Rp. 29,530.00

PT 6.11. 1 m Urugan pasir

6.11.1. Bahan

- Pasir urug 1.200 M x Rp. 64,400 = Rp. 77,280.00

Jumlah (1) = Rp. 77,280.00

6.11.2. Tenaga

- Pekerja 0.300 Oh x Rp. 52,500 = Rp. 15,750.00

- Mandor 0.015 Oh x Rp. 65,600 = Rp. 984.00

Jumlah (2) = Rp. 16,734.00

Jumlah (1) + (2) = Rp. 94,014.00

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PT 6.12. 1 m Lapisan pudel campuran 1 Kp : 3 Ps : 7 TL

6.12.1. Bahan

- Pasir urug 0.330 M x Rp. 64,400 = Rp. 21,252.00

- Kapur padam 0.109 M x Rp. 1,840 = Rp. 200.56

- Tanah liat 0.763 M x Rp. 62,900 = Rp. 47,992.70

Jumlah (1) = Rp. 69,445.26

6.12.2. Tenaga

- Pekerja 0.500 Oh x Rp. 52,500 = Rp. 26,250.00

- Mandor 0.050 Oh x Rp. 65,600 = Rp. 3,280.00

Jumlah (2) = Rp. 29,530.00

Jumlah (1) + (2) = Rp. 98,975.26

PT 6.13. 1 m Lapisan pudel campuran 1 Kp : 5 TL

6.13.1. Bahan

- Kapur padam 0.200 M x Rp. 1,840 = Rp. 368.00

- Tanah liat 1.000 M x Rp. 62,900 = Rp. 62,900.00

Jumlah (1) = Rp. 63,268.00

6.13.2. Tenaga

- Pekerja 0.500 Oh x Rp. 52,500 = Rp. 26,250.00

- Mandor 0.050 Oh x Rp. 65,600 = Rp. 3,280.00

Jumlah (2) = Rp. 29,530.00

Jumlah (1) + (2) = Rp. 92,798.00

PT 6.16. 1 m Pembuatan jalan sementara, tebal 25 cm

6.16.1. Bahan

- Batu belah 10/15 0.275 M x Rp. 140,900 = Rp. 38,747.50

- Batu koral 5/7 0.030 M x Rp. 170,900 = Rp. 5,127.00

- Pasir pasang 0.050 M x Rp. 76,500 = Rp. 3,825.00

Jumlah (1) = Rp. 47,699.50

6.16.2. Tenaga

- Pekerja 0.500 Oh x Rp. 52,500 = Rp. 26,250.00

- Mandor 0.050 Oh x Rp. 65,600 = Rp. 3,280.00

Jumlah (2) = Rp. 29,530.00

Jumlah (1) + (2) = Rp. 77,229.50

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PP 6.1. 1 M Pasangan pondasi batu kali, 1 Pc : 1 Ps

6.1.1. Bahan :

- Batu belah 15/20 1.100 M x Rp. 125,900.00 = Rp. 138,490.00

- Semen porland 392.000 Kg x Rp. 1,270.00 = Rp. 497,840.00

- Pasir pasang 0.314 M x Rp. 76,500.00 = Rp. 24,021.00

Jumlah (1) = Rp. 660,351.00

6.1.2. Tenaga

- Pekerja 1.500 Oh x Rp. 52,500.00 = Rp. 78,750.00

- Tukang batu 0.600 Oh x Rp. 78,800.00 = Rp. 47,280.00

- Kepala tukang 0.060 Oh x Rp. 91,900.00 = Rp. 5,514.00

- Mandor 0.075 Oh x Rp. 65,600.00 = Rp. 4,920.00

Jumlah (2) = Rp. 136,464.00

Jumlah (1) + (2) = Rp. 796,815.00

PP 6.2. 1 M Pasang pondasi batu kali 1 Pc : 2 Ps

6.2.1. Bahan

- Batu belah 15/20 cm 1.100 M x Rp. 125,900.00 = Rp. 138,490.00

- Semen porland 267.000 Kg x Rp. 1,270.00 = Rp. 339,090.00

- Pasir Pasang 0.427 M x Rp. 76,500.00 = Rp. 32,665.50

Jumlah (1) = Rp. 510,245.50

6.2.2. Tenaga

- Pekerja 1.500 Oh x Rp. 52,500.00 = Rp. 78,750.00

- Tukang batu 0.600 Oh x Rp. 78,800.00 = Rp. 47,280.00

- Kepala tukang 0.060 Oh x Rp. 91,900.00 = Rp. 5,514.00

- Mandor 0.075 Oh x Rp. 65,600.00 = Rp. 4,920.00

Jumlah (2) = Rp. 136,464.00

Jumlah (1) +(2) = Rp. 646,709.50

PP 6.3. 1 M Pasang pondasi batu kali, 1 Pc : 2,5 Ps

6.3.1. Bahan

- Batu belah 15/20 cm 1.100 M x Rp. 125,900.00 = Rp. 138,490.00

- Semen porland 392.000 Kg x Rp. 1,270.00 = Rp. 497,840.00

- Pasir Pasang 0.314 M x Rp. 76,500.00 = Rp. 24,021.00

Jumlah (1) = Rp. 660,351.00

6.3.2. Tenaga

- Pekerja 1.500 Oh x Rp. 52,500.00 = Rp. 78,750.00

- Tukang batu 0.600 Oh x Rp. 78,800.00 = Rp. 47,280.00

- Kepala tukang 0.060 Oh x Rp. 91,900.00 = Rp. 5,514.00

- Mandor 0.075 Oh x Rp. 65,600.00 = Rp. 4,920.00

Jumlah (2) = Rp. 136,464.00

Jumlah (1) +(2) = Rp. 796,815.00

ANALISA BIAYA KONSTRUKSI

PEKERJAAN PONDASI

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PP 6.4. 1 M Pasang pondasi batu kali, 1 Pc : 3 Ps

6.4.1. Bahan

- Batu belah 15/20 cm 1.100 M x Rp. 125,900.00 = Rp. 138,490.00

- Semen porland 202.000 Kg x Rp. 1,270.00 = Rp. 256,540.00

- Pasir Pasang 0.485 M x Rp. 76,500.00 = Rp. 37,102.50

Jumlah (1) = Rp. 432,132.50

6.4.2. Tenaga

- Pekerja 1.500 Oh x Rp. 52,500.00 = Rp. 78,750.00

- Tukang batu 0.600 Oh x Rp. 78,800.00 = Rp. 47,280.00

- Kepala tukang 0.060 Oh x Rp. 91,900.00 = Rp. 5,514.00

- Mandor 0.075 Oh x Rp. 65,600.00 = Rp. 4,920.00

Jumlah (2) = Rp. 136,464.00

Jumlah (1) +(2) = Rp. 568,596.50

PP 6.5. 1 M Pasang pondasi batu kali, 1 Pc : 4 Ps.

6.5.1. Bahan

- Batu belah 15/20 cm 1.100 M x Rp. 125,900.00 = Rp. 138,490.00

- Semen porland 163.000 Kg x Rp. 1,270.00 = Rp. 207,010.00

- Pasir Pasang 0.520 M x Rp. 76,500.00 = Rp. 39,780.00

Jumlah (1) = Rp. 385,280.00

6.5.2. Tenaga

- Pekerja 1.500 Oh x Rp. 52,500.00 = Rp. 78,750.00

- Tukang batu 0.600 Oh x Rp. 78,800.00 = Rp. 47,280.00

- Kepala tukang 0.060 Oh x Rp. 91,900.00 = Rp. 5,514.00

- Mandor 0.075 Oh x Rp. 65,600.00 = Rp. 4,920.00

Jumlah (2) = Rp. 136,464.00

Jumlah (1) +(2) = Rp. 521,744.00

PP 6.6. 1 M Pasang pondasi batu kali, 1 Pc : 5 Ps

6.6.1. Bahan

- Batu belah 15/20 cm 1.100 M x Rp. 125,900.00 = Rp. 138,490.00- Semen porland 136.000 Kg x Rp. 1,270.00 = Rp. 172,720.00

- Pasir Pasang 0.544 M x Rp. 76,500.00 = Rp. 41,616.00

Jumlah (1) = Rp. 352,826.00

6.6.2. Tenaga

- Pekerja 1.500 Oh x Rp. 52,500.00 = Rp. 78,750.00

- Tukang batu 0.600 Oh x Rp. 78,800.00 = Rp. 47,280.00

- Kepala tukang 0.060 Oh x Rp. 91,900.00 = Rp. 5,514.00

- Mandor 0.075 Oh x Rp. 65,600.00 = Rp. 4,920.00

Jumlah (2) 136,464.00

Jumlah (1) +(2) 489,290.00

PP 6.7. 1 M Pasang pondasi batu kali, 1 Pc : 6 Ps

6.7.1. Bahan

- Batu belah 15/20 cm 1.100 M x Rp. 125,900.00 = Rp. 138,490.00

- Semen porland 117.000 Kg x Rp. 1,270.00 = Rp. 148,590.00

- Pasir Pasang 0.561 M x Rp. 76,500.00 = Rp. 42,916.50

Jumlah (1) = Rp. 329,996.50

6.7.2. Tenaga

- Pekerja 1.500 Oh x Rp. 52,500.00 = Rp. 78,750.00

- Tukang batu 0.600 Oh x Rp. 78,800.00 = Rp. 47,280.00

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- Kepala tukang 0.060 Oh x Rp. 91,900.00 = Rp. 5,514.00

- Mandor 0.075 Oh x Rp. 65,600.00 = Rp. 4,920.00

Jumlah (2) = Rp. 136,464.00

Jumlah (1) +(2) = Rp. 466,460.50

PP 6.8. 1 M Pasang pondasi batu kali, Pc : 8 Ps

6.8.1. Bahan- Batu belah 15/20 cm 1.100 M x Rp. 125,900.00 = Rp. 138,490.00

- Semen porland 91.000 Kg x Rp. 1,270.00 = Rp. 115,570.00

- Pasir Pasang 0.561 M x Rp. 76,500.00 = Rp. 42,916.50

Jumlah (1) = Rp. 296,976.50

6.8.2. Tenaga

- Pekerja 1.500 Oh x Rp. 52,500.00 = Rp. 78,750.00

- Tukang batu 0.600 Oh x Rp. 78,800.00 = Rp. 47,280.00

- Kepala tukang 0.060 Oh x Rp. 91,900.00 = Rp. 5,514.00

- Mandor 0.075 Oh x Rp. 65,600.00 = Rp. 4,920.00

Jumlah (2) = Rp. 136,464.00

Jumlah (1) +(2) = Rp. 433,440.50

PP 6.9. 1 M Pasang pondasi batu kali, 1 Kp : 1 Sm : 1 Ps

6.9.1. Bahan- Batu belah 15/20 cm 1.100 M 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 M x Rp. 25,080.00 = Rp. 5,743.32

- Pasir Pasang 0.544 M 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. 52,500.00 = Rp. 78,750.00

- Tukang batu 0.600 Oh x Rp. 78,800.00 = Rp. 47,280.00

- Kepala tukang 0.060 Oh x Rp. 91,900.00 = Rp. 5,514.00

- Mandor 0.075 Oh x Rp. 65,600.00 = Rp. 4,920.00

Jumlah (2) = Rp. 136,464.00

Jumlah (1) +(2) = Rp. 326,931.20

PP 6.10. 1 M Pasang pondasi batu kali, 1 Kp : 1 SM : 2 Ps

6.10.1.Bahan

- Batu belah 15/20 cm 1.100 M 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 M x Rp. 25,080.00 = Rp. 4,263.60

- Pasir Pasang 0.340 M 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. 52,500.00 = Rp. 78,750.00

- Tukang batu 0.600 Oh x Rp. 78,800.00 = Rp. 47,280.00

- Kepala tukang 0.060 Oh x Rp. 91,900.00 = Rp. 5,514.00

- Mandor 0.075 Oh x Rp. 65,600.00 = Rp. 4,920.00

Jumlah (2) = Rp. 136,464.00Jumlah (1) +(2) = Rp. 313,139.40

PP 6.11. 1 M Pasangan pondasi batu kali, 1 Pc : 1/4 Kp : 4 Ps

6.11.1.Bahan

- Batu belah 15/20 cm 1.100 M 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 M x Rp. 187,000.00 = Rp. 5,984.00

- Pasir Pasang 0.584 M x Rp. 6,270.00 = Rp. 3,661.68

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Jumlah (1) = Rp. 4,060,615.68

6.11.2.Tenaga

- Pekerja 1.500 Oh x Rp. 52,500.00 = Rp. 78,750.00

- Tukang batu 0.600 Oh x Rp. 78,800.00 = Rp. 47,280.00

- Kepala tukang 0.060 Oh x Rp. 91,900.00 = Rp. 5,514.00

- Mandor 0.075 Oh x Rp. 65,600.00 = Rp. 4,920.00

Jumlah (2) = Rp. 136,464.00Jumlah (1) +(2) = Rp. 4,197,079.68

PP 6.12. 1 M Pasang pondasi batu kali, 1 Pc : 3 Kp : 10 Ps

6.12.1.Bahan

- Batu belah 15/20 cm 1.100 M 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 M x Rp. 187,000.00 = Rp. 27,489.00

- Pasir Pasang 0.492 M 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. 52,500.00 = Rp. 78,750.00

- Tukang batu 0.600 Oh x Rp. 78,800.00 = Rp. 47,280.00

- Kepala tukang 0.060 Oh x Rp. 91,900.00 = Rp. 5,514.00- Mandor 0.075 Oh x Rp. 65,600.00 = Rp. 4,920.00

Jumlah (2) = Rp. 136,464.00

Jumlah (1) +(2) = Rp. 1,835,407.84

PP 6.13. 1 M Pasang pondasi batu kali, 1/4 Pc : 1 Kp : 4 Ps

6.13.1.Bahan

- Batu belah 15/20 cm 1.100 M 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 M x Rp. 187,000.00 = Rp. 24,497.00

- Pasir Pasang 0.523 M 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. 52,500.00 = Rp. 78,750.00

- Tukang batu 0.600 Oh x Rp. 78,800.00 = Rp. 47,280.00

- Kepala tukang 0.060 Oh x Rp. 91,900.00 = Rp. 5,514.00

- Mandor 0.075 Oh x Rp. 65,600.00 = Rp. 4,920.00

Jumlah (2) = Rp. 136,464.00

Jumlah (1) +(2) = Rp. 1,331,010.21

PP 6.14. 1 M Pasang pondasi batu kosong

6.14.1.Bahan

- Batu belah 10/15 cm 1.200 M x Rp. 140,900.00 = Rp. 169,080.00

- Pasir pasang 0.300 M x Rp. 76,500.00 = Rp. 22,950.00

Jumlah (1) = Rp. 192,030.00

6.14.2.Tenaga

- Pekerja 0.780 Oh x Rp. 52,500.00 = Rp. 40,950.00- Tukang batu 0.390 Oh x Rp. 78,800.00 = Rp. 30,732.00

- Kepala tukang 0.039 Oh x Rp. 91,900.00 = Rp. 3,584.10

- Mandor 0.039 Oh x Rp. 65,600.00 = Rp. 2,558.40

Jumlah (2) = Rp. 77,824.50

Jumlah (1) +(2) = Rp. 269,854.50

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PP 6.15. 1 M 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. 1,270.00 = Rp. 256,540.00

- Pasir beton 0.320 Kg x Rp. 87,800.00 = Rp. 28,096.00

- Koral beton 0.490 M x Rp. 185,900.00 = Rp. 91,091.00

- Kawat beton 0.800 Kg x Rp. 16,830.00 = Rp. 13,464.00Jumlah (1) = Rp. 1,469,941.00

6.15.2.Tenaga

- Pekerja 3.000 Oh x Rp. 52,500.00 = Rp. 157,500.00

- Tukang batu 0.850 Oh x Rp. 78,800.00 = Rp. 66,980.00

- Kepala tukang 0.085 Oh x Rp. 91,900.00 = Rp. 7,811.50

- Mandor 0.150 Oh x Rp. 65,600.00 = Rp. 9,840.00

Jumlah (2) = Rp. 242,131.50

Jumlah (1) +(2) = Rp. 1,712,072.50

PP 6.16. 1 M Pasang pondasi sumuran diameter 100 Cm

6.16.1.Bahan

- Batu belah 15/20 cm 0.450 M x Rp. 125,900.00 = Rp. 56,655.00

- Semen portland 280.000 Kg x Rp. 1,270.00 = Rp. 355,600.00- Pasir Pasang 0.670 M x Rp. 76,500.00 = Rp. 51,255.00

Jumlah (1) = Rp. 463,510.00

6.16.2.Tenaga

- Pekerja 2.380 Oh x Rp. 52,500.00 = Rp. 124,950.00

- Tukang batu 0.300 Oh x Rp. 78,800.00 = Rp. 23,640.00

- Kepala tukang 0.030 Oh x Rp. 91,900.00 = Rp. 2,757.00

- Mandor 0.080 Oh x Rp. 65,600.00 = Rp. 5,248.00

Jumlah (2) = Rp. 156,595.00

Jumlah (1) +(2) = Rp. 620,105.00

PP 6.17. 1 M Pembuatan tiang pancang (40 x 40) Cm, beton bertulang

6.17.1.Bahan- Pasir urug darat 0.019 M x Rp. 64,400.00 = Rp. 1,223.60

- Pasir beton 0.094 M x Rp. 87,800.00 = Rp. 8,253.20

- Koral beton 0.150 M x Rp. 185,900.00 = Rp. 27,885.00

- Semen porland 60.500 Kg x Rp. 1,270.00 = Rp. 76,835.00

- 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 M 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. 883,317.50

6.17.2.Tenaga

- Pekerja 1.000 Oh x Rp. 52,500.00 = Rp. 52,500.00

- Tukang batu 0.670 Oh x Rp. 78,800.00 = Rp. 52,796.00

- Kepala tukang 0.067 Oh x Rp. 91,900.00 = Rp. 6,157.30- Mandor 0.050 Oh x Rp. 65,600.00 = Rp. 3,280.00

Jumlah (2) = Rp. 114,733.30

Jumlah (1) +(2) = Rp. 998,050.80

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PP 6.18. 1 M Pembuatan tiang pancang (35 x 35) Cm, beton bertulang

6.18.1.Bahan

- Pasir urug darat 0.016 M x Rp. 64,400.00 = Rp. 1,030.40

- Pasir beton 0.080 M x Rp. 87,800.00 = Rp. 7,024.00

- Koral beton 0.125 M x Rp. 185,900.00 = Rp. 23,237.50

- Semen porland 49.000 Kg x Rp. 1,270.00 = Rp. 62,230.00

- 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 M 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. 691,804.90

6.18.2.Tenaga

- Pekerja 0.800 Oh x Rp. 52,500.00 = Rp. 42,000.00

- Tukang batu 0.500 Oh x Rp. 78,800.00 = Rp. 39,400.00

- Kepala tukang 0.050 Oh x Rp. 91,900.00 = Rp. 4,595.00

- Mandor 0.040 Oh x Rp. 65,600.00 = Rp. 2,624.00

Jumlah (2) = Rp. 88,619.00

Jumlah (1) +(2) = Rp. 780,423.90

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PD 6.1. 1 M 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. 1,270 = Rp 81,318.10

- Pasir pasang 0.059 M x Rp. 76,500 = Rp 4,513.50

Jumlah (1) = Rp 186,631.60

6.1.2 Tenaga

- Pekerja 0.650 Oh x Rp. 52,500 = Rp 34,125.00

- Tukang batu 0.200 Oh x Rp. 78,800 = Rp 15,760.00

- Kepala tukang 0.020 Oh x Rp. 91,900 = Rp 1,838.00

- Mandor 0.030 Oh x Rp. 65,600 = Rp 1,968.00

Jumlah (2) = Rp 53,691.00

Jumlah (1) + (2) = Rp 240,322.60

PD 6.2 1m 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. 1,270 = Rp 55,245.00

- Pasir pasang 0.080 M x Rp. 76,500 = Rp 6,120.00

Jumlah (1) = Rp 162,165.00

6.2.2 Tenaga

- Pekerja 0.650 Oh x Rp. 52,500 = Rp 34,125.00

- Tukang batu 0.200 Oh x Rp. 78,800 = Rp 15,760.00

- Kepala tukang 0.020 Oh x Rp. 91,900 = Rp 1,838.00

- Mandor 0.030 Oh x Rp. 65,600 = Rp 1,968.00

Jumlah (2) = Rp 53,691.00

Jumlah (1) + (2) = Rp 215,856.00

PD 6.3 1 m 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. 1,270 = Rp 41,846.50

- Pasir pasang 0.091 M x Rp. 76,500 = Rp 6,961.50

Jumlah (1) = Rp 149,608.00

6.3.2 Tenaga

- Pekerja 0.650 Oh x Rp. 52,500 = Rp 34,125.00

- Tukang batu 0.200 Oh x Rp. 78,800 = Rp 15,760.00

- Kepala tukang 0.020 Oh x Rp. 91,900 = Rp 1,838.00

- Mandor 0.030 Oh x Rp. 65,600 = Rp 1,968.00

Jumlah (2) = Rp 53,691.00

Jumlah (1) + (2) = Rp 203,299.00

PD 6.4 1 m 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

ANALISA BIAYA KONSTRUKSI

PEKERJAAN DINDING

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- Semen portland 26.550 Kg x Rp. 1,270 = Rp 33,718.50

- Pasir pasang 0.093 M x Rp. 76,500 = Rp 7,114.50

Jumlah (1) = Rp 141,633.00

6.4.2 Tenaga

- Pekerja 0.650 Oh x Rp. 52,500 = Rp 34,125.00

- Tukang batu 0.200 Oh x Rp. 78,800 = Rp 15,760.00

- Kepala tukang 0.020 Oh x Rp. 91,900 = Rp 1,838.00- Mandor 0.030 Oh x Rp. 65,600 = Rp 34,125.00

Jumlah (2) = Rp 51,723.00

Jumlah (1) + (2) = Rp 193,356.00

PD 6.5 1 m 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. 1,270 = Rp 28,194.00

- Pasir pasang 0.102 M x Rp. 76,500 = Rp 7,803.00

Jumlah (1) = Rp 136,797.00

6.5.2 Tenaga

- Pekerja 0.650 Oh x Rp. 52,500 = Rp 34,125.00- Tukang batu 0.200 Oh x Rp. 78,800 = Rp 0.00

- Kepala tukang 0.020 Oh x Rp. 91,900 = Rp 0.00

- Mandor 0.030 Oh x Rp. 65,600 = Rp 1,968.00

Jumlah (2) = Rp 36,093.00

Jumlah (1) + (2) = Rp 172,890.00

PD 6.6 1 m 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. 1,270 = Rp 28,194.00

- Pasir pasang 0.102 M x Rp. 76,500 = Rp 7,803.00

Jumlah (1) = Rp 136,797.00

6.6.2 Tenaga

- Pekerja 0.650 Oh x Rp. 52,500 = Rp 34,125.00

- Tukang batu 0.200 Oh x Rp. 78,800 = Rp 15,760.00

- Kepala tukang 0.020 Oh x Rp. 91,900 = Rp 1,838.00

- Mandor 0.030 Oh x Rp. 65,600 = Rp 1,968.00

Jumlah (2) = Rp 53,691.00

Jumlah (1) + (2) = Rp 190,488.00

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PD 6.7 1 m 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. 1,270 = Rp 12,801.60

- Pasir pasang 0.0925 M x Rp. 76,500 = Rp 7,076.25

Jumlah (1) = Rp 19,877.85

6.7.2 Tenaga

- Pekerja 0.650 Oh x Rp. 52,500 = Rp 34,125.00

- Tukang batu 0.200 Oh x Rp. 78,800 = Rp 15,760.00

- Kepala tukang 0.020 Oh x Rp. 91,900 = Rp 1,838.00

- Mandor 0.030 Oh x Rp. 65,600 = Rp 1,968.00

Jumlah (2) = Rp 53,691.00

Jumlah (1) + (2) = Rp 73,568.85

PD 6.8 1 m 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. 1,270 = Rp 35,306.00

- Pasir pasang 0.028 M x Rp. 76,500 = Rp 2,142.00Jumlah (1) = Rp 87,848.00

6.8.2 Tenaga

- Pekerja 0.320 Oh x Rp. 52,500 = Rp 16,800.00

- Tukang batu 0.100 Oh x Rp. 78,800 = Rp 7,880.00

- Kepala tukang 0.010 Oh x Rp. 91,900 = Rp 919.00

- Mandor 0.015 Oh x Rp. 65,600 = Rp 984.00

Jumlah (2) = Rp 26,583.00

Jumlah (1) + (2) = Rp 114,431.00

PD 6.9 1 m 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. 1,270 = Rp 24,066.50

- Pasir pasang 0.038 M x Rp. 76,500 = Rp 2,907.00

Jumlah (1) = Rp 77,373.50

6.9.2 Tenaga

- Pekerja 0.320 Oh x Rp. 52,500 = Rp 16,800.00

- Tukang batu 0.100 Oh x Rp. 78,800 = Rp 7,880.00

- Kepala tukang 0.010 Oh x Rp. 91,900 = Rp 919.00

- Mandor 0.015 Oh x Rp. 65,600 = Rp 984.00

Jumlah (2) = Rp 26,583.00

Jumlah (1) + (2) = Rp 103,956.50

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PD 6.10 1 m 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. 1,270 = Rp 18,249.90

- Pasir pasang 0.040 M x Rp. 76,500 = Rp 3,060.00

Jumlah (1) = Rp 71,709.90

6.10.2 Tenaga

- Pekerja 0.320 Oh x Rp. 52,500 = Rp 16,800.00

- Tukang batu 0.100 Oh x Rp. 78,800 = Rp 7,880.00

- Kepala tukang 0.010 Oh x Rp. 91,900 = Rp 919.00

- Mandor 0.015 Oh x Rp. 65,600 = Rp 984.00

Jumlah (2) = Rp 26,583.00

Jumlah (1) + (2) = Rp 98,292.90

PD 6.11 1 m 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. 1,270 = Rp 14,605.00

- Pasir pasang 0.043 M x Rp. 76,500 = Rp 3,289.50Jumlah (1) = Rp 68,294.50

6.11.2 Tenaga

- Pekerja 0.320 Oh x Rp. 52,500 = Rp 16,800.00

- Tukang batu 0.100 Oh x Rp. 78,800 = Rp 7,880.00

- Kepala tukang 0.010 Oh x Rp. 91,900 = Rp 919.00

- Mandor 0.015 Oh x Rp. 65,600 = Rp 984.00

Jumlah (2) = Rp 26,583.00

Jumlah (1) + (2) = Rp 94,877.50

PD 6.12 1 m 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. 1,270 = Rp 12,293.60

- Pasir pasang 0.045 M x Rp. 76,500 = Rp 3,442.50

Jumlah (1) = Rp 66,136.10

6.12.2 Tenaga

- Pekerja 0.320 Oh x Rp. 52,500 = Rp 16,800.00

- Tukang batu 0.100 Oh x Rp. 78,800 = Rp 7,880.00

- Kepala tukang 0.010 Oh x Rp. 91,900 = Rp 919.00

- Mandor 0.015 Oh x Rp. 65,600 = Rp 984.00

Jumlah (2) = Rp 26,583.00

Jumlah (1) + (2) = Rp 92,719.10

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PD 6.13 1 m 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. 1,270 = Rp 10,566.40

- Pasir pasang 0.049 M x Rp. 76,500 = Rp 3,748.50

Jumlah (1) = Rp 64,714.90

6.13.2 Tenaga

- Pekerja 0.320 Oh x Rp. 52,500 = Rp 16,800.00

- Tukang batu 0.100 Oh x Rp. 78,800 = Rp 7,880.00

- Kepala tukang 0.010 Oh x Rp. 91,900 = Rp 919.00

- Mandor 0.015 Oh x Rp. 65,600 = Rp 984.00

Jumlah (2) = Rp 26,583.00

Jumlah (1) + (2) = Rp 91,297.90

PD 6.14 1 m 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. 1,270 = Rp 8,255.00

- Pasir pasang 0.050 M x Rp. 76,500 = Rp 3,825.00Jumlah (1) = Rp 62,480.00

6.14.2 Tenaga

- Pekerja 0.320 Oh x Rp. 52,500 = Rp 16,800.00

- Tukang batu 0.100 Oh x Rp. 78,800 = Rp 7,880.00

- Kepala tukang 0.010 Oh x Rp. 91,900 = Rp 919.00

- Mandor 0.015 Oh x Rp. 65,600 = Rp 984.00

Jumlah (2) = Rp 26,583.00

Jumlah (1) + (2) = Rp 89,063.00

PD 6.15 1 m 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. 1,270 = Rp 5,715.00

- Pasir pasang 0.050 M x Rp. 76,500 = Rp 3,825.00

- Kapur pasang 0.015 M x Rp. 0 = Rp 0.00

Jumlah (1) = Rp 59,940.00

6.15.2 Tenaga

- Pekerja 0.320 Oh x Rp. 52,500 = Rp 16,800.00

- Tukang batu 0.100 Oh x Rp. 78,800 = Rp 7,880.00

- Kepala tukang 0.010 Oh x Rp. 91,900 = Rp 919.00

- Mandor 0.015 Oh x Rp. 65,600 = Rp 984.00

Jumlah (2) = Rp 26,583.00

Jumlah (1) + (2) = Rp 86,523.00

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PD 6.16 1 m 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 M x Rp. 4,030 = Rp 72.54

- Pasir pasang 0.018 M x Rp. 76,500 = Rp 1,377.00

- Kapur padam 0.018 M x Rp. 68,290 = Rp 1,229.22

Jumlah (1) = Rp 53,078.76

6.16.2 Tenaga

- Pekerja 0.320 Oh x Rp. 52,500 = Rp 16,800.00

- Tukang batu 0.100 Oh x Rp. 78,800 = Rp 7,880.00

- Kepala tukang 0.010 Oh x Rp. 91,900 = Rp 919.00

- Mandor 0.015 Oh x Rp. 65,600 = Rp 984.00

Jumlah (2) = Rp 26,583.00

Jumlah (1) + (2) = Rp 79,661.76

PD 6.17 1 m 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. 1,270 = Rp 17.78

- Pasir pasang 0.028 M x Rp. 76,500 = Rp 2,142.00

- Kapur padam 0.014 M x Rp. 68,290 = Rp 956.06

Jumlah (1) = Rp 53,515.84

6.17.2 Tenaga

- Pekerja 0.320 Oh x Rp. 52,500 = Rp 16,800.00

- Tukang batu 0.100 Oh x Rp. 78,800 = Rp 7,880.00

- Kepala tukang 0.010 Oh x Rp. 91,900 = Rp 919.00

- Mandor 0.015 Oh x Rp. 65,600 = Rp 984.00

Jumlah (2) = Rp 26,583.00

Jumlah (1) + (2) = Rp 80,098.84

PD 6.18 1 m 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. 1,270 = Rp 17,145.00

- Pasir pasang 0.048 M x Rp. 76,500 = Rp 3,672.00

- Besi beton polos 1.950 M x Rp. 168,250 = Rp 328,087.50

Jumlah (1) = Rp 562,279.50

6.18.2 Tenaga

- Pekerja 0.320 Oh x Rp. 52,500 = Rp 16,800.00

- Tukang batu 0.150 Oh x Rp. 78,800 = Rp 11,820.00

- Kepala tukang 0.015 Oh x Rp. 91,900 = Rp 1,378.50

- Mandor 0.017 Oh x Rp. 65,600 = Rp 1,115.20

Jumlah (2) = Rp 31,113.70Jumlah (1) + (2) = Rp 593,393.20

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PD 6.19 1 m 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. 1,270 = Rp 13,271.50

- Pasir pasang 0.038 M x Rp. 76,500 = Rp 2,907.00

- Besi beton polos 1.950 M x Rp. 168,250 = Rp 328,087.50

Jumlah (1) = Rp 451,016.00

6.19.2 Tenaga

- Pekerja 0.320 Oh x Rp. 52,500 = Rp 16,800.00

- Tukang batu 0.120 Oh x Rp. 78,800 = Rp 9,456.00

- Kepala tukang 0.012 Oh x Rp. 91,900 = Rp 1,102.80

- Mandor 0.015 Oh x Rp. 65,600 = Rp 984.00

Jumlah (2) = Rp 28,342.80

Jumlah (1) + (2) = Rp 479,358.80

PD 6.20 1 m 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. 1,270 = Rp 9,525.00- Pasir pasang 0.027 M x Rp. 76,500 = Rp 2,065.50

- Besi beton polos 1.950 M x Rp. 168,250 = Rp 328,087.50

Jumlah (1) = Rp 556,303.00

6.20.2 Tenaga

- Pekerja 0.320 Oh x Rp. 52,500 = Rp 16,800.00

- Tukang batu 0.100 Oh x Rp. 78,800 = Rp 7,880.00

- Kepala tukang 0.010 Oh x Rp. 91,900 = Rp 919.00

- Mandor 0.015 Oh x Rp. 65,600 = Rp 984.00

Jumlah (2) = Rp 26,583.00

Jumlah (1) + (2) = Rp 582,886.00

PD 6.21 1 m 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. 1,270 = Rp 17,843.50

- Pasir beton 0.004 M x Rp. 87,800 = Rp 351.20

- Pasir pasang 0.042 M 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 M x Rp. 3,107,500 = Rp 3,107.50

- Kawat beton 0.030 M x Rp. 16,830 = Rp 504.90

- Koral beton 0.005 M x Rp. 185,900 = Rp 929.50

Jumlah (1) = Rp 118,303.42

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6.21.2 Tenaga

- Pekerja 0.370 Oh x Rp. 52,500 = Rp 19,425.00

- Tukang batu 0.157 Oh x Rp. 78,800 = Rp 12,371.60

- Tukang besi 0.007 Oh x Rp. 78,800 = Rp 551.60

- Kepala tukang 0.0164 Oh x Rp. 91,900 = Rp 1,507.16

- Mandor 0.0185 Oh x Rp. 65,600 = Rp 1,213.60

Jumlah (2) = Rp 35,068.96

Jumlah (1) + (2) = Rp 153,372.38

PD 6.22 1 m 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. 1,270 = Rp 13,284.20

- Pasir beton 0.003 M x Rp. 87,800 = Rp 263.40

- Pasir pasang 0.032 M x Rp. 76,500 = Rp 2,448.00

- Besi beton polos 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 M x Rp. 3,107,500 = Rp 3,107.50

- Kawat beton 0.020 M x Rp. 16,830 = Rp 336.60

- Koral beton 0.004 M x Rp. 185,900 = Rp 743.60

Jumlah (1) = Rp 81,598.08

6.22.2 Tenaga

- Pekerja 0.340 Oh x Rp. 52,500 = Rp 17,850.00

- Tukang batu 0.130 Oh x Rp. 78,800 = Rp 10,244.00

- Tukang besi 0.007 Oh x Rp. 78,800 = Rp 551.60

- Kepala tukang 0.0137 Oh x Rp. 91,900 = Rp 1,259.03

- Mandor 0.017 Oh x Rp. 65,600 = Rp 1,115.20

Jumlah (2) = Rp 31,019.83

Jumlah (1) + (2) = Rp 112,617.91

PD 6.23 1 m 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. 1,270 = Rp 9,144.00

- Pasir beton 0.002 M x Rp. 87,800 = Rp 175.60

- Pasir pasang 0.021 M 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 M x Rp. 3,107,500 = Rp 3,107.50

- Kawat beton 0.015 M x Rp. 16,830 = Rp 252.45

- Koral beton 0.003 M x Rp. 185,900 = Rp 557.70

Jumlah (1) = Rp 60,738.71

6.23.2 Tenaga

- Pekerja 0.340 Oh x Rp. 52,500 = Rp 17,850.00

- Tukang batu 0.107 Oh x Rp. 78,800 = Rp 8,431.60

- Tukang besi 0.007 Oh x Rp. 78,800 = Rp 551.60

- Kepala tukang 0.0114 Oh x Rp. 91,900 = Rp 1,047.66- Mandor 0.017 Oh x Rp. 65,600 = Rp 1,115.20

Jumlah (2) = Rp 28,996.06

Jumlah (1) + (2) = Rp 89,734.77

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PD 6.24 1 m 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. 1,270 = Rp 6,477.00

- Pasir beton 0.080 M 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 M x Rp. 185,900 = Rp 27,885.00Jumlah (1) = Rp 138,626.00

6.24.2 Tenaga

- Pekerja 0.100 Oh x Rp. 52,500 = Rp 5,250.00

- Tukang batu 0.030 Oh x Rp. 78,800 = Rp 2,364.00

- Tukang besi 0.030 Oh x Rp. 78,800 = Rp 2,364.00

- Kepala tukang 0.006 Oh x Rp. 91,900 = Rp 551.40

- Mandor 0.005 Oh x Rp. 65,600 = Rp 328.00

Jumlah (2) = Rp 10,857.40

Jumlah (1) + (2) = Rp 149,483.40

PD 6.25 1 m 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. 1,270 = Rp 16,256.00- Pasir pasang 0.035 M x Rp. 76,500 = Rp 2,677.50

Jumlah (1) = Rp 128,013.50

6.25.2 Tenaga

- Pekerja 0.300 Oh x Rp. 52,500 = Rp 15,750.00

- Tukang batu 0.100 Oh x Rp. 78,800 = Rp 7,880.00

- Kepala tukang 0.010 Oh x Rp. 91,900 = Rp 919.00

- Mandor 0.015 Oh x Rp. 65,600 = Rp 984.00

Jumlah (2) = Rp 25,533.00

Jumlah (1) + (2) = Rp 153,546.50

PD 6.26 1 m 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. 1,270 = Rp 30,035.50

- Pasir pasang 0.570 M x Rp. 76,500 = Rp 43,605.00

Jumlah (1) = Rp 122,440.50

6.26.2 Tenaga

- Pekerja 0.320 Oh x Rp. 52,500 = Rp 16,800.00

- Tukang batu 0.150 Oh x Rp. 78,800 = Rp 11,820.00

- Kepala tukang 0.015 Oh x Rp. 91,900 = Rp 1,378.50

- Mandor 0.015 Oh x Rp. 65,600 = Rp 984.00

Jumlah (2) = Rp 30,982.50

Jumlah (1) + (2) = Rp 153,423.00

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PD 6.27 1 m Pasang dinding anyaman bambu, rangka kayu

6.27.1 Bahan

- Bilik bambu 1.500 M x Rp. 16,340 = Rp 24,510.00

- Kayu 5/7 0.014 M 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 M 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. 52,500 = Rp 5,250.00

- Tukang batu 0.050 Oh x Rp. 78,800 = Rp 3,940.00

- Kepala tukang 0.005 Oh x Rp. 91,900 = Rp 459.50

- Mandor 0.002 Oh x Rp. 65,600 = Rp 131.20

Jumlah (2) = Rp 9,780.70

Jumlah (1) + (2) = Rp 123,289.94

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PPL 6.1. 1 M Plesteran 1 Pc : 1 Ps, tebal 15 mm

6.1.1. Bahan

- Semen portland 12.920 Kg x Rp. 1,270 = Rp. 16,408.40- Pasir pasang 0.013 M x Rp. 76,500 = Rp. 994.50

Jumlah (1) = Rp. 17,402.90

6.1.2. Tenaga

- Pekerja 0.200 Oh x Rp. 52,500 = Rp. 10,500.00

- Tukang batu 0.150 Oh x Rp. 78,800 = Rp. 11,820.00

- Kepala tukang 0.015 Oh x Rp. 91,900 = Rp. 1,378.50

- Mandor 0.010 Oh x Rp. 65,600 = Rp. 656.00

Jumlah (2) = Rp. 24,354.50

Jumlah (1) + (2) = Rp. 41,757.40

PPL 6.2. 1 M Plesteran 1 Pc : 2 Ps, tebal 15 mm

6.2.1. Bahan

- Semen portland 8.520 Kg x Rp. 1,270 = Rp. 10,820.40

- Pasir pasang 0.017 M x Rp. 76,500 = Rp. 1,300.50

Jumlah (1) = Rp. 12,120.90

6.2.2. Tenaga

- Pekerja 0.200 Oh x Rp. 52,500 = Rp. 10,500.00

- Tukang batu 0.150 Oh x Rp. 78,800 = Rp. 11,820.00

- Kepala tukang 0.015 Oh x Rp. 91,900 = Rp. 1,378.50

- Mandor 0.010 Oh x Rp. 65,600 = Rp. 656.00

Jumlah (2) = Rp. 24,354.50

Jumlah (1) + (2) = Rp. 36,475.40

PPL 6.3. 1 M Plesteran 1 Pc : 3 Ps, tebal 15 mm

6.3.1. Bahan

- Semen portland 6.480 Kg x Rp. 1,270 = Rp. 8,229.60

- Pasir pasang 0.019 M x Rp. 76,500 = Rp. 1,453.50

Jumlah (1) = Rp. 9,683.10

6.3.2. Tenaga

- Pekerja 0.200 Oh x Rp. 52,500 = Rp. 10,500.00

- Tukang batu 0.150 Oh x Rp. 78,800 = Rp. 11,820.00

- Kepala tukang 0.015 Oh x Rp. 91,900 = Rp. 1,378.50

- Mandor 0.010 Oh x Rp. 65,600 = Rp. 656.00

Jumlah (2) = Rp. 24,354.50

Jumlah (1) + (2) = Rp. 34,037.60

PPL 6.4. 1 M Plesteran 1 Pc : 4 Ps, tebal 15 mm

6.4.1. Bahan

- Semen portland 5.200 Kg x Rp. 1,270 = Rp. 6,604.00

- Pasir pasang 0.020 M x Rp. 76,500 = Rp. 1,530.00

Jumlah (1) = Rp. 8,134.00

ANALISA BIAYA KONSTRUKSI

PEKERJAAN PLESTERAN

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6.4.2. Tenaga

- Pekerja 0.200 Oh x Rp. 52,500 = Rp. 10,500.00

- Tukang batu 0.150 Oh x Rp. 78,800 = Rp. 11,820.00

- Kepala tukang 0.015 Oh x Rp. 91,900 = Rp. 1,378.50

- Mandor 0.010 Oh x Rp. 65,600 = Rp. 656.00

Jumlah (2) = Rp. 24,354.50

Jumlah (1) + (2) = Rp. 32,488.50

PPL 6.5. 1 M Plesteran 1 Pc : 5 Ps, tebal 15 mm

6.5.1. Bahan

- Semen portland 4.320 Kg x Rp. 1,270 = Rp. 5,486.40

- Pasir pasang 0.022 M x Rp. 76,500 = Rp. 1,683.00

Jumlah (1) = Rp. 7,169.40

6.5.2. Tenaga

- Pekerja 0.200 Oh x Rp. 52,500 = Rp. 10,500.00

- Tukang batu 0.150 Oh x Rp. 78,800 = Rp. 11,820.00

- Kepala tukang 0.015 Oh x Rp. 91,900 = Rp. 1,378.50

- Mandor 0.010 Oh x Rp. 65,600 = Rp. 656.00

Jumlah (2) = Rp. 24,354.50

Jumlah (1) + (2) = Rp. 31,523.90

PPL 6.6. 1 M Plesteran 1 Pc : 6 Ps, tebal 15 mm

6.6.1. Bahan

- Semen portland 3.680 Kg x Rp. 1,270 = Rp. 4,673.60

- Pasir pasang 0.023 M x Rp. 76,500 = Rp. 1,759.50

Jumlah (1) = Rp. 6,433.10

6.6.2. Tenaga

- Pekerja 0.200 Oh x Rp. 52,500 = Rp. 10,500.00

- Tukang batu 0.150 Oh x Rp. 78,800 = Rp. 11,820.00

- Kepala tukang 0.015 Oh x Rp. 91,900 = Rp. 1,378.50

- Mandor 0.010 Oh x Rp. 65,600 = Rp. 656.00

Jumlah (2) = Rp. 24,354.50

Jumlah (1) + (2) = Rp. 30,787.60

PPL 6.7. 1 M Plesteran 1 Pc : 8 Ps, tebal 15 mm

6.7.1. Bahan

- Semen portland 2.880 Kg x Rp. 1,270 = Rp. 3,657.60

- Pasir pasang 0.024 M x Rp. 76,500 = Rp. 1,836.00

Jumlah (1) = Rp. 5,493.60

6.7.2. Tenaga

- Pekerja 0.200 Oh x Rp. 52,500 = Rp. 10,500.00

- Tukang batu 0.150 Oh x Rp. 78,800 = Rp. 11,820.00

- Kepala tukang 0.015 Oh x Rp. 91,900 = Rp. 1,378.50

- Mandor 0.010 Oh x Rp. 65,600 = Rp. 656.00

Jumlah (2) = Rp. 24,354.50Jumlah (1) + (2) = Rp. 29,848.10

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PPL 6.8. 1 M Plesteran 1 Pc : 0,5 Kp : 3 Ps, tebal 15 mm

6.8.1. Bahan

- Semen portland 5.760 Kg x Rp. 1,270 = Rp. 7,315.20

- Kapur padam 0.003 M x Rp. 8,470 = Rp. 25.41

- Pasir pasang 0.013 M x Rp. 76,500 = Rp. 994.50

Jumlah (1) = Rp. 8,335.11

6.8.2. Tenaga

- Pekerja 0.200 Oh x Rp. 52,500 = Rp. 10,500.00- Tukang batu 0.150 Oh x Rp. 78,800 = Rp. 11,820.00

- Kepala tukang 0.015 Oh x Rp. 91,900 = Rp. 1,378.50

- Mandor 0.010 Oh x Rp. 65,600 = Rp. 656.00

Jumlah (2) = Rp. 24,354.50

Jumlah (1) + (2) = Rp. 32,689.61

PPL 6.9. 1 M Plesteran 1 Pc : 3 Kp : 10 Ps, tebal 15 mm

6.9.1. Bahan

- Semen portland 1.840 Kg x Rp. 1,270 = Rp. 2,336.80

- Kapur padam 0.006 M x Rp. 8,470 = Rp. 50.82

- Pasir pasang 0.014 M x Rp. 76,500 = Rp. 1,071.00

Jumlah (1) = Rp. 3,458.626.9.2. Tenaga

- Pekerja 0.200 Oh x Rp. 52,500 = Rp. 10,500.00

- Tukang batu 0.150 Oh x Rp. 78,800 = Rp. 11,820.00

- Kepala tukang 0.015 Oh x Rp. 91,900 = Rp. 1,378.50

- Mandor 0.010 Oh x Rp. 65,600 = Rp. 656.00

Jumlah (2) = Rp. 24,354.50

Jumlah (1) + (2) = Rp. 27,813.12

PPL 6.12. 1 M Plesteran 1 Kp : 1 Sm : 2 Ps, tebal 15 mm

6.12.1. Bahan

- Bingkai Naco Niki Hita 0.007 Kg x Rp. 1,270 = Rp. 8.89

- Kapur padam 0.007 M x Rp. 8,470 = Rp. 59.29- Pasir pasang 0.015 M x Rp. 76,500 = Rp. 1,147.50

Jumlah (1) = Rp. 1,215.68

6.12.2. Tenaga

- Pekerja 0.200 Oh x Rp. 52,500 = Rp. 10,500.00

- Tukang batu 0.150 Oh x Rp. 78,800 = Rp. 11,820.00

- Kepala tukang 0.015 Oh x Rp. 91,900 = Rp. 1,378.50

- Mandor 0.010 Oh x Rp. 65,600 = Rp. 656.00

Jumlah (2) = Rp. 24,354.50

Jumlah (1) + (2) = Rp. 25,570.18

PPL 6.13. 1 M Plesteran 1 Pc : 2 Ps, tebal 20 mm

6.13.1. Bahan- Semen Portland 14.280 Kg x Rp. 1,270 = Rp. 18,135.60

- Pasir pasang 0.023 M x Rp. 76,500 = Rp. 1,759.50

Jumlah (1) = Rp. 19,895.10

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6.13.2. Tenaga

- Pekerja 0.250 Oh x Rp. 52,500 = Rp. 13,125.00

- Tukang batu 0.200 Oh x Rp. 78,800 = Rp. 15,760.00

- Kepala tukang 0.020 Oh x Rp. 91,900 = Rp. 1,838.00

- Mandor 0.0125 Oh x Rp. 65,600 = Rp. 820.00

Jumlah (2) = Rp. 31,543.00

Jumlah (1) + (2) = Rp. 51,438.10

PPL 6.14. 1 M Plesteran 1 Pc : 3 Ps, tebal 20 mm

6.14.1. Bahan

- Semen Portland 10.800 Kg x Rp. 1,270 = Rp. 13,716.00

- Pasir pasang 0.026 M x Rp. 76,500 = Rp. 1,989.00

Jumlah (1) = Rp. 15,705.00

6.14.2. Tenaga

- Pekerja 0.250 Oh x Rp. 52,500 = Rp. 13,125.00

- Tukang batu 0.200 Oh x Rp. 78,800 = Rp. 15,760.00

- Kepala tukang 0.020 Oh x Rp. 91,900 = Rp. 1,838.00

- Mandor 0.0125 Oh x Rp. 65,600 = Rp. 820.00

Jumlah (2) = Rp. 31,543.00

Jumlah (1) + (2) = Rp. 47,248.00

PPL 6.15. 1 M Plesteran 1 Pc : 4 Ps, tebal 20 mm

6.15.1. Bahan

- Semen Portland 8.680 Kg x Rp. 1,270 = Rp. 11,023.60

- Pasir pasang 0.028 M x Rp. 76,500 = Rp. 2,142.00

Jumlah (1) = Rp. 13,165.60

6.15.2. Tenaga

- Pekerja 0.250 Oh x Rp. 52,500 = Rp. 13,125.00

- Tukang batu 0.200 Oh x Rp. 78,800 = Rp. 15,760.00

- Kepala tukang 0.020 Oh x Rp. 91,900 = Rp. 1,838.00

- Mandor 0.0125 Oh x Rp. 65,600 = Rp. 820.00

Jumlah (2) = Rp. 31,543.00

Jumlah (1) + (2) = Rp. 44,708.60

PPL 6.16. 1 M Plesteran 1 Pc : 5 Ps, tebal 20 mm

6.16.1. Bahan

- Semen Portland 7.290 Kg x Rp. 1,270 = Rp. 9,258.30

- Pasir pasang 0.028 M x Rp. 76,500 = Rp. 2,142.00

Jumlah (1) = Rp. 11,400.30

6.16.2. Tenaga

- Pekerja 0.250 Oh x Rp. 52,500 = Rp. 13,125.00

- Tukang batu 0.200 Oh x Rp. 78,800 = Rp. 15,760.00

- Kepala tukang 0.020 Oh x Rp. 91,900 = Rp. 1,838.00

- Mandor 0.0125 Oh x Rp. 65,600 = Rp. 820.00

Jumlah (2) = Rp. 31,543.00

Jumlah (1) + (2) = Rp. 42,943.30

PPL 6.17. 1 M Plesteran 1 Pc : 6 Ps, tebal 20 mm

6.17.1. Bahan

- Semen Portland 6.240 Kg x Rp. 1,270 = Rp. 7,924.80

- Pasir pasang 0.030 M x Rp. 76,500 = Rp. 2,295.00

Jumlah (1) = Rp. 10,219.80

6.17.2. Tenaga

- Pekerja 0.250 Oh x Rp. 52,500 = Rp. 13,125.00

- Tukang batu 0.200 Oh x Rp. 78,800 = Rp. 15,760.00

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- Kepala tukang 0.020 Oh x Rp. 91,900 = Rp. 1,838.00

- Mandor 0.0125 Oh x Rp. 65,600 = Rp. 820.00

Jumlah (2) = Rp. 31,543.00

Jumlah (1) + (2) = Rp. 41,762.80

PPL 6.18. 1 M Plesteran 1 Kp : 1 Sm : 2 Ps, tebal 20 mm

6.18.1. Bahan- Bingkai Naco Niki Hita 0.009 M x Rp. 1,270 = Rp. 11.43

- Kapur padam 0.009 M x Rp. 8,470 = Rp. 76.23

- Pasir pasang 0.018 M x Rp. 76,500 = Rp. 1,377.00

Jumlah (1) = Rp. 1,464.66

6.18.2. Tenaga

- Pekerja 0.250 Oh x Rp. 52,500 = Rp. 13,125.00

- Tukang batu 0.200 Oh x Rp. 78,800 = Rp. 15,760.00

- Kepala tukang 0.020 Oh x Rp. 91,900 = Rp. 1,838.00

- Mandor 0.0125 Oh x Rp. 65,600 = Rp. 820.00

Jumlah (2) = Rp. 31,543.00

Jumlah (1) + (2) = Rp. 33,007.66

PPL 6.19. 1 M Plesteran 1 Pc : 2 Ps, tebal 25 mm

6.19.1. Bahan

- Semen Portland 15.500 Kg x Rp. 1,270 = Rp. 19,685.00

- Pasir pasang 0.013 M x Rp. 76,500 = Rp. 994.50

Jumlah (1) = Rp. 20,679.50

6.19.2. Tenaga

- Pekerja 0.300 Oh x Rp. 52,500 = Rp. 15,750.00

- Tukang batu 0.200 Oh x Rp. 78,800 = Rp. 15,760.00

- Kepala tukang 0.020 Oh x Rp. 91,900 = Rp. 1,838.00

- Mandor 0.013 Oh x Rp. 65,600 = Rp. 820.00

Jumlah (2) = Rp. 34,168.00

Jumlah (1) + (2) = Rp. 54,847.50

PPL 6.20. 1 M Plesteran 1 Pc : 3 Ps, tebal 25 mm

6.20.1. Bahan

- Semen Portland 11.750 Kg x Rp. 1,270 = Rp. 14,922.50

- Pasir pasang 0.035 M x Rp. 76,500 = Rp. 2,677.50

Jumlah (1) = Rp. 17,600.00

6.20.2. Tenaga

- Pekerja 0.300 Oh x Rp. 52,500 = Rp. 15,750.00

- Tukang batu 0.200 Oh x Rp. 78,800 = Rp. 15,760.00

- Kepala tukang 0.020 Oh x Rp. 91,900 = Rp. 1,838.00

- Mandor 0.013 Oh x Rp. 65,600 = Rp. 852.80

Jumlah (2) = Rp. 34,200.80

Jumlah (1) + (2) = Rp. 51,800.80

PPL 6.21. 1 M Plesteran 1 Pc : 4 Ps, tebal 25 mm

6.21.1. Bahan

- Semen Portland 9.480 Kg x Rp. 1,270 = Rp. 12,039.60

- Pasir pasang 0.038 M x Rp. 76,500 = Rp. 2,907.00

Jumlah (1) = Rp. 14,946.60

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6.21.2. Tenaga

- Pekerja 0.300 Oh x Rp. 52,500 = Rp. 15,750.00

- Tukang batu 0.200 Oh x Rp. 78,800 = Rp. 15,760.00

- Kepala tukang 0.020 Oh x Rp. 91,900 = Rp. 1,838.00

- Mandor 0.013 Oh x Rp. 65,600 = Rp. 852.80

Jumlah (2) = Rp. 34,200.80

Jumlah (1) + (2) = Rp. 49,147.40

PPL 6.22. 1 M Plesteran 1 Pc : 5 Ps, tebal 25 mm

6.22.1. Bahan

- Semen Portland 7.940 Kg x Rp. 1,270 = Rp. 10,083.80

- Pasir pasang 0.039 M x Rp. 76,500 = Rp. 2,983.50

Jumlah (1) = Rp. 13,067.30

6.22.2. Tenaga

- Pekerja 0.300 Oh x Rp. 52,500 = Rp. 15,750.00

- Tukang batu 0.200 Oh x Rp. 78,800 = Rp. 15,760.00

- Kepala tukang 0.020 Oh x Rp. 91,900 = Rp. 1,838.00

- Mandor 0.013 Oh x Rp. 65,600 = Rp. 852.80

Jumlah (2) = Rp. 34,200.80

Jumlah (1) + (2) = Rp. 47,268.10

PPL 6.23. 1 M Plesteran 1 Pc : 2 Ps, tebal 30 mm

6.23.1. Bahan

- Semen Portland 18.650 Kg x Rp. 1,270 = Rp. 23,685.50

- Pasir pasang 0.035 M x Rp. 76,500 = Rp. 2,677.50

Jumlah (1) = Rp. 26,363.00

6.23.2. Tenaga

- Pekerja 0.320 Oh x Rp. 52,500 = Rp. 16,800.00

- Tukang batu 0.250 Oh x Rp. 78,800 = Rp. 19,700.00

- Kepala tukang 0.025 Oh x Rp. 91,900 = Rp. 2,297.50

- Mandor 0.015 Oh x Rp. 65,600 = Rp. 984.00

Jumlah (2) = Rp. 39,781.50

Jumlah (1) + (2) = Rp. 66,144.50

PPL 6.24. 1 M Plesteran 1 Pc : 3 Ps, tebal 30 mm

6.24.1. Bahan

- Semen Portland 14.150 Kg x Rp. 1,270 = Rp. 17,970.50

- Pasir pasang 0.039 M x Rp. 76,500 = Rp. 2,983.50

Jumlah (1) = Rp. 20,954.00

6.24.2. Tenaga

- Pekerja 0.320 Oh x Rp. 52,500 = Rp. 16,800.00

- Tukang batu 0.250 Oh x Rp. 78,800 = Rp. 19,700.00

- Kepala tukang 0.025 Oh x Rp. 91,900 = Rp. 2,297.50

- Mandor 0.015 Oh x Rp. 65,600 = Rp. 984.00

Jumlah (2) = Rp. 39,781.50

Jumlah (1) + (2) = Rp. 60,735.50

PPL 6.25. 1 M Plesteran 1 Pc : 4 Ps, tebal 30 mm

6.25.1. Bahan

- Semen Portland 11.380 Kg x Rp. 1,270 = Rp. 14,452.60

- Pasir pasang 0.042 M x Rp. 76,500 = Rp. 3,213.00

Jumlah (1) = Rp. 17,665.60

6.25.2. Tenaga

- Pekerja 0.320 Oh x Rp. 52,500 = Rp. 16,800.00

- Tukang batu 0.250 Oh x Rp. 78,800 = Rp. 19,700.00

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- Kepala tukang 0.025 Oh x Rp. 91,900 = Rp. 2,297.50

- Mandor 0.015 Oh x Rp. 65,600 = Rp. 984.00

Jumlah (2) = Rp. 39,781.50

Jumlah (1) + (2) = Rp. 57,447.10

PPL 6.26. 1 M Plesteran 1 Pc : 4 Ps, tebal 30 mm

6.26.1. Bahan

- Semen Portland 8.190 Kg x Rp. 1,270 = Rp. 10,401.30- Pasir pasang 0.045 M x Rp. 76,500 = Rp. 3,442.50

Jumlah (1) = Rp. 13,843.80

6.26.2. Tenaga

- Pekerja 0.320 Oh x Rp. 52,500 = Rp. 16,800.00

- Tukang batu 0.250 Oh x Rp. 78,800 = Rp. 19,700.00

- Kepala tukang 0.025 Oh x Rp. 91,900 = Rp. 2,297.50

- Mandor 0.015 Oh x Rp. 65,600 = Rp. 984.00

Jumlah (2) = Rp. 39,781.50

Jumlah (1) + (2) = Rp. 53,625.30

PPL 6.27. 1 M Berapen 1 Pc : 3 Ps, tebal 30 mm

6.27.1. Bahan

- Semen Portland 7.070 Kg x Rp. 1,270 = Rp. 8,978.90- Pasir pasang 0.021 M x Rp. 76,500 = Rp. 1,606.50

Jumlah (1) = Rp. 10,585.40

6.27.2. Tenaga

- Pekerja 0.150 Oh x Rp. 52,500 = Rp. 7,875.00

- Tukang batu 0.070 Oh x Rp. 78,800 = Rp. 5,516.00

- Kepala tukang 0.007 Oh x Rp. 91,900 = Rp. 643.30

- Mandor 0.008 Oh x Rp. 65,600 = Rp. 524.80

Jumlah (2) = Rp. 14,559.10

Jumlah (1) + (2) = Rp. 25,144.50

PPL 6.28. 1 M Berapen 1 Pc : 5 Ps, tebal 30 mm

6.28.1. Bahan- Semen Portland 5.670 Kg x Rp. 1,270 = Rp. 7,200.90

- Pasir pasang 0.023 M x Rp. 76,500 = Rp. 1,759.50

Jumlah (1) = Rp. 8,960.40

6.28.2. Tenaga

- Pekerja 0.150 Oh x Rp. 52,500 = Rp. 7,875.00

- Tukang batu 0.070 Oh x Rp. 78,800 = Rp. 5,516.00

- Kepala tukang 0.007 Oh x Rp. 91,900 = Rp. 643.30

- Mandor 0.008 Oh x Rp. 65,600 = Rp. 524.80

Jumlah (2) = Rp. 14,559.10

Jumlah (1) + (2) = Rp. 23,519.50

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PPL 6.29. 1 M Plesteran Beton 1 Pc : 2 Ps, tebal 15 mm

6.29.1. Bahan

- Semen Portland 9.300 Kg x Rp. 1,270 = Rp. 11,811.00

- Pasir pasang 0.018 M x Rp. 76,500 = Rp. 1,377.00

Jumlah (1) = Rp. 13,188.00

6.29.2. Tenaga

- Pekerja 0.260 Oh x Rp. 52,500 = Rp. 13,650.00

- Tukang batu 0.200 Oh x Rp. 78,800 = Rp. 15,760.00- Kepala tukang 0.020 Oh x Rp. 91,900 = Rp. 1,838.00

- Mandor 0.013 Oh x Rp. 65,600 = Rp. 852.80

Jumlah (2) = Rp. 32,100.80

Jumlah (1) + (2) = Rp. 45,288.80

PPL 6.30. 1 M Plesteran Beton 1 Pc : 3 Ps, tebal 15 mm

6.30.1. Bahan

- Semen Portland 7.070 Kg x Rp. 1,270 = Rp. 8,978.90

- Pasir pasang 0.021 M x Rp. 76,500 = Rp. 1,606.50

Jumlah (1) = Rp. 10,585.40

6.30.2. Tenaga

- Pekerja 0.260 Oh x Rp. 52,500 = Rp. 13,650.00

- Tukang batu 0.200 Oh x Rp. 78,800 = Rp. 15,760.00- Kepala tukang 0.020 Oh x Rp. 91,900 = Rp. 1,838.00

- Mandor 0.013 Oh x Rp. 65,600 = Rp. 852.80

Jumlah (2) = Rp. 32,100.80

Jumlah (1) + (2) = Rp. 42,686.20

PPL 6.31. 1 M Plesteran Skoning 1 Pc : 2 Ps

6.31.1. Bahan

- Semen Portland 0.500 Kg x Rp. 1,270 = Rp. 635.00

- Pasir pasang 0.002 M x Rp. 76,500 = Rp. 153.00

Jumlah (1) = Rp. 788.00

6.31.2. Tenaga

- Pekerja 0.057 Oh x Rp. 52,500 = Rp. 2,992.50

- Tukang batu 0.038 Oh x Rp. 78,800 = Rp. 2,994.40- Kepala tukang 0.038 Oh x Rp. 91,900 = Rp. 3,492.20

- Mandor 0.002 Oh x Rp. 65,600 = Rp. 131.20

Jumlah (2) = Rp. 9,610.30

Jumlah (1) + (2) = Rp. 10,398.30

PPL 6.32. 1 M Plesteran Granito, 1 Pc warna : 2 Granito, tebal 10 mm

6.32.1. Bahan

- PC warna 0.144 Kg x Rp. = Rp. 0.00

- Batu granito 15.000 Kg x Rp. = Rp. 0.00

Jumlah (1) = Rp. 0.00

6.32.2. Tenaga

- Pekerja 0.050 Oh x Rp. 52,500 = Rp. 2,625.00- Tukang batu 0.020 Oh x Rp. 78,800 = Rp. 1,576.00

- Kepala tukang 0.002 Oh x Rp. 91,900 = Rp. 183.80

- Mandor 0.005 Oh x Rp. 65,600 = Rp. 328.00

Jumlah (2) = Rp. 4,712.80

Jumlah (1) + (2) = Rp. 4,712.80

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PPL 6.33. 1 M Plesteran Teraso, 1 Pc warna : 2 Batu Teraso, tebal 10 mm

6.33.1. Bahan

- PC warna 0.440 Kg x Rp. = Rp. 0.00

- Batu teraso 11.500 Kg x Rp. = Rp. 0.00

Jumlah (1) = Rp. 0.00

6.33.2. Tenaga

- Pekerja 0.450 Oh x Rp. 52,500 = Rp. 23,625.00

- Tukang batu 0.200 Oh x Rp. 78,800 = Rp. 15,760.00- Kepala tukang 0.020 Oh x Rp. 91,900 = Rp. 1,838.00

- Mandor 0.025 Oh x Rp. 65,600 = Rp. 1,640.00

Jumlah (2) = Rp. 42,863.00

Jumlah (1) + (2) = Rp. 42,863.00

PPL 6.34. 1 M Plesteran Ciprat, 1 Pc : 2 Ps, tebal 10 mm

6.34.1. Bahan

- Semen portland 4.320 Kg x Rp. 1,270 = Rp. 5,486.40

- Pasir pasang 0.016 M x Rp. 76,500 = Rp. 1,224.00

Jumlah (1) = Rp. 6,710.40

6.34.2. Tenaga

- Pekerja 0.250 Oh x Rp. 52,500 = Rp. 13,125.00- Tukang batu 0.100 Oh x Rp. 78,800 = Rp. 7,880.00

- Kepala tukang 0.010 Oh x Rp. 91,900 = Rp. 919.00

- Mandor 0.015 Oh x Rp. 65,600 = Rp. 984.00

Jumlah (2) = Rp. 22,908.00

Jumlah (1) + (2) = Rp. 29,618.40

PPL 6.35. 1 M Plesteran Siar adukan, 1 Pc : 2 Ps

6.35.1. Bahan

- Semen portland 4.320 Kg x Rp. 1,270 = Rp. 5,486.40

- Pasir pasang 0.016 M x Rp. 76,500 = Rp. 1,224.00

Jumlah (1) = Rp. 6,710.40

6.35.2. Tenaga- Pekerja 0.150 Oh x Rp. 52,500 = Rp. 7,875.00

- Tukang batu 0.070 Oh x Rp. 78,800 = Rp. 5,516.00

- Kepala tukang 0.007 Oh x Rp. 91,900 = Rp. 643.30

- Mandor 0.008 Oh x Rp. 65,600 = Rp. 524.80

Jumlah (2) = Rp. 14,559.10

Jumlah (1) + (2) = Rp. 21,269.50

PPL 6.36. 1 M Plesteran waterfroof bata cote 3 lapis

6.36.1. Bahan

- Semen portland 0.500 Kg x Rp. 1,270 = Rp. 635.00

- Kosen Pintu / Jendela 2.900 Kg x Rp. 66,550 = Rp. 192,995.00

- Pasir pasang 0.006 M x Rp. 76,500 = Rp. 459.00

Jumlah (1) = Rp. 194,089.006.36.2. Tenaga

- Pekerja 0.300 Oh x Rp. 52,500 = Rp. 15,750.00

- Tukang batu 0.200 Oh x Rp. 78,800 = Rp. 15,760.00

- Kepala tukang 0.020 Oh x Rp. 91,900 = Rp. 1,838.00

- Mandor 0.015 Oh x Rp. 65,600 = Rp. 984.00

Jumlah (2) = Rp. 34,332.00

Jumlah (1) + (2) = Rp. 228,421.00

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PK 6.1. 1 M Pasang kusen pintu dan jendela kayu jati :

6.1.1. Bahan- Kayu jati, balok 1.100 M 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. 52,500.00 = Rp. 315,000.00

- Tukang kayu 20.000 Oh x Rp. 78,800.00 = Rp. 1,576,000.00

- Kepala tukang 2.000 Oh x Rp. 91,900.00 = Rp. 183,800.00

- Mandor 0.300 Oh x Rp. 65,600.00 = Rp. 19,680.00

Jumlah (2) = Rp. 2,094,480.00

Jumlah (1) +(2) = Rp. 28,411,980.00

PK 6.2. 1 M Pasang kusen pintu dan jendela kayu damar laut :

6.2.1. Bahan

- Kayu meranti , balok 1.200 M 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. 52,500.00 = Rp. 315,000.00

- Tukang kayu 18.000 Oh x Rp. 78,800.00 = Rp. 1,418,400.00

- Kepala tukang 2.000 Oh x Rp. 91,900.00 = Rp. 183,800.00

- Mandor 0.300 Oh x Rp. 65,600.00 = Rp. 19,680.00

Jumlah (2) = Rp. 1,936,880.00

Jumlah (1) +(2) = Rp. 12,826,880.00

PK 6.3. 1 M Pasang kusen pintu dan jendela kayu meranti :

6.3.1. Bahan- Kayu kapur, balok 1.200 M 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. 52,500.00 = Rp. 315,000.00

- Tukang kayu 18.000 Oh x Rp. 78,800.00 = Rp. 1,418,400.00

- Kepala tukang 2.000 Oh x Rp. 91,900.00 = Rp. 183,800.00

- Mandor 0.300 Oh x Rp. 65,600.00 = Rp. 19,680.00

Jumlah (2) = Rp. 1,936,880.00

Jumlah (1) +(2) = Rp. 9,724,880.00

PK 6.4. 1 M Pasang kusen pintu dan jendela kayu damar laut :

6.4.1. Bahan- Kayu damar laut, balok 1.200 M 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. 52,500.00 = Rp. 315,000.00

ANALISA BIAYA KONSTRUKSI

PEKERJAAN KAYU

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- Tukang kayu 18.000 Oh x Rp. 78,800.00 = Rp. 1,418,400.00

- Kepala tukang 2.000 Oh x Rp. 91,900.00 = Rp. 183,800.00

- Mandor 0.300 Oh x Rp. 65,600.00 = Rp. 19,680.00

Jumlah (2) = Rp. 1,936,880.00

Jumlah (1) +(2) = Rp. 13,156,880.00

PK 6.5. 1 M Pasang pintu klamp kayu meranti batu

6.5.1. Bahan

- Kayu meranti batu, papan 0.036 M 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. 338,226.00

6.5.2. Tenaga

- Pekerja 0.350 Oh x Rp. 52,500.00 = Rp. 18,375.00

- Tukang kayu 1.050 Oh x Rp. 78,800.00 = Rp. 82,740.00

- Kepala tukang 0.105 Oh x Rp. 91,900.00 = Rp. 9,649.50

- Mandor 0.018 Oh x Rp. 65,600.00 = Rp. 1,180.80

Jumlah (2) = Rp. 111,945.30

Jumlah (1) +(2) = Rp. 450,171.30

PK 6.6. 1 M Pasang pintu klamp kayu jati

6.6.1. Bahan

- Kayu jati, papan 0.036 M 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. 868,485.84

6.6.2. Tenaga

- Pekerja 0.350 Oh x Rp. 52,500.00 = Rp. 18,375.00

- Tukang kayu 1.050 Oh x Rp. 78,800.00 = Rp. 82,740.00

- Kepala tukang 0.105 Oh x Rp. 91,900.00 = Rp. 9,649.50

- Mandor 0.018 Oh x Rp. 65,600.00 = Rp. 1,180.80

Jumlah (2) = Rp. 111,945.30

Jumlah (1) +(2) = Rp. 980,431.14

PK 6.7. 1 M Pasang pintu panel kayu jati :

6.7.1. Bahan

- Kayu jati, papan 0.036 M x Rp. 24,104,440.00 = Rp. 867,759.84

Jumlah (1) 867,759.84

6.7.2. Tenaga

- Pekerja 1.000 Oh x Rp. 52,500.00 = Rp. 52,500.00

- Tukang kayu 2.500 Oh x Rp. 78,800.00 = Rp. 197,000.00

- Kepala tukang 0.250 Oh x Rp. 91,900.00 = Rp. 22,975.00

- Mandor 0.050 Oh x Rp. 65,600.00 = Rp. 3,280.00

Jumlah (2) = Rp. 275,755.00

Jumlah (1) +(2) = Rp. 1,143,514.84

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PK 6.8. 1 M Pasang pintu panel kayu meranti batu

6.8.1. Bahan

- Kayu meranti batu, papan 0.040 M x Rp. 9,375,000.00 = Rp. 375,000.00

Jumlah (1) = Rp. 375,000.00

6.8.2. Tenaga

- Pekerja 1.000 Oh x Rp. 52,500.00 = Rp. 52,500.00

- Tukang kayu 2.500 Oh x Rp. 78,800.00 = Rp. 197,000.00- Kepala tukang 0.250 Oh x Rp. 91,900.00 = Rp. 22,975.00

- Mandor 0.050 Oh x Rp. 65,600.00 = Rp. 3,280.00

Jumlah (2) = Rp. 275,755.00

Jumlah (1) +(2) = Rp. 650,755.00

PK 6.9. 1 M Pasang pintu dan jendela kaca panel kayu jati :

6.9.1. Bahan

- Kayu jati, papan 0.035 M x Rp. 24,104,440.00 = Rp. 843,655.40

- Kaca polos 5 mm 0.800 M x Rp. 145,200.00 = Rp. 116,160.00

Jumlah (1) = Rp. 959,815.40

6.9.2. Tenaga

- Pekerja 0.800 Oh x Rp. 52,500.00 = Rp. 42,000.00- Tukang kayu 2.000 Oh x Rp. 78,800.00 = Rp. 157,600.00

- Kepala tukang 0.200 Oh x Rp. 91,900.00 = Rp. 18,380.00

- Mandor 0.040 Oh x Rp. 65,600.00 = Rp. 2,624.00

Jumlah (2) = Rp. 220,604.00

Jumlah (1) +(2) = Rp. 1,180,419.40

PK 6.10. 1 M Pasang pintu dan jendela kaca panel kayu meranti batu :

6.10.1. Bahan

- Kayu meranti batu, papan 0.035 M x Rp. 9,375,000.00 = Rp. 328,125.00

- Kaca polos 5 mm 0.800 M x Rp. 145,200.00 = Rp. 116,160.00

Jumlah (1) = Rp. 444,285.00

6.10.2. Tenaga

- Pekerja 0.800 Oh x Rp. 52,500.00 = Rp. 42,000.00

- Tukang kayu 2.000 Oh x Rp. 78,800.00 = Rp. 157,600.00

- Kepala tukang 0.200 Oh x Rp. 91,900.00 = Rp. 18,380.00

- Mandor 0.040 Oh x Rp. 65,600.00 = Rp. 2,624.00

Jumlah (2) = Rp. 220,604.00

Jumlah (1) +(2) = Rp. 664,889.00

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PK 6.11. 1 M Pasang pintu dan jendela kaca panel kayu meranti :

6.11.1. Bahan

- Kayu meranti, papan 0.035 M x Rp. 5,475,000.00 = Rp. 191,625.00

- Kaca polos 5 mm 0.800 M x Rp. 145,200.00 = Rp. 116,160.00

Jumlah (1) = Rp. 307,785.00

6.11.2. Tenaga

- Pekerja 0.800 Oh x Rp. 52,500.00 = Rp. 42,000.00- Tukang kayu 2.000 Oh x Rp. 78,800.00 = Rp. 157,600.00

- Kepala tukang 0.200 Oh x Rp. 91,900.00 = Rp. 18,380.00

- Mandor 0.040 Oh x Rp. 65,600.00 = Rp. 2,624.00

Jumlah (2) = Rp. 220,604.00

Jumlah (1) +(2) = Rp. 528,389.00

PK 6.12. 1 M Pasang pintu dan jendela jalusi kayu jati :

6.12.1. Bahan

- Kayu jati, papan 0.064 M x Rp. 24,104,440.00 = Rp. 1,542,684.16

Jumlah (1) = Rp. 1,542,684.16

6.12.2. Tenaga- Pekerja 1.000 Oh x Rp. 52,500.00 = Rp. 52,500.00

- Tukang kayu 3.000 Oh x Rp. 78,800.00 = Rp. 236,400.00

- Kepala tukang 0.300 Oh x Rp. 91,900.00 = Rp. 27,570.00

- Mandor 0.300 Oh x Rp. 65,600.00 = Rp. 19,680.00

Jumlah (2) = Rp. 336,150.00

Jumlah (1) +(2) = Rp. 1,878,834.16

PK 6.13. 1 M Pasang pintu dan jendela jalusi kayu meranti batu :

6.13.1. Bahan

- Kayu meranti batu, papan 0.064 M x Rp. 9,375,000.00 = Rp. 600,000.00

Jumlah (1) = Rp. 600,000.00

6.13.2. Tenaga

- Pekerja 1.000 Oh x Rp. 52,500.00 = Rp. 52,500.00

- Tukang kayu 3.000 Oh x Rp. 78,800.00 = Rp. 236,400.00

- Kepala tukang 0.300 Oh x Rp. 91,900.00 = Rp. 27,570.00

- Mandor 0.500 Oh x Rp. 65,600.00 = Rp. 32,800.00

Jumlah (2) = Rp. 349,270.00

Jumlah (1) +(2) = Rp. 949,270.00

PK 6.14. 1 M Pasang pintu plywood rangka, rangka kayu jati :

6.14.1. Bahan

- Kayu jati, papan 0.0196 M x Rp. 24,104,440.00 = Rp. 472,447.02

- Paku biasa " - 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

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6.14.2. Tenaga

- Pekerja 0.600 Oh x Rp. 52,500.00 = Rp. 31,500.00

- Tukang kayu 2.000 Oh x Rp. 78,800.00 = Rp. 157,600.00

- Kepala tukang 0.200 Oh x Rp. 91,900.00 = Rp. 18,380.00

- Mandor 0.030 Oh x Rp. 65,600.00 = Rp. 1,968.00

Jumlah (2) = Rp. 209,448.00

Jumlah (1) +(2) = Rp. 745,543.22

PK 6.15. 1 M Pasang pintu plywood rangka, rangka kayu meranti batu :

6.15.1. Bahan

- Kayu meranti batu, papan 0.0196 M x Rp. 9,375,000.00 = Rp. 183,750.00

- Paku biasa " - 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. 247,398.20

6.15.2. Tenaga

- Pekerja 0.600 Oh x Rp. 52,500.00 = Rp. 31,500.00

- Tukang kayu 2.000 Oh x Rp. 78,800.00 = Rp. 157,600.00

- Kepala tukang 0.200 Oh x Rp. 91,900.00 = Rp. 18,380.00

- Mandor 0.030 Oh x Rp. 65,600.00 = Rp. 1,968.00Jumlah (2) = Rp. 209,448.00

Jumlah (1) +(2) = Rp. 456,846.20

PK 6.16. 1 M Pasang jalusi mati kusen kayu jati :

6.16.1. Bahan

- Kayu jati, papan 0.060 M x Rp. 24,104,440.00 = Rp. 1,446,266.40

- Paku biasa " - 1" 0.150 Kg x Rp. 16,940.00 = Rp. 2,541.00

Jumlah (1) = Rp. 1,448,807.40

6.16.2. Tenaga

- Pekerja 0.500 Oh x Rp. 52,500.00 = Rp. 26,250.00

- Tukang kayu 2.000 Oh x Rp. 78,800.00 = Rp. 157,600.00

- Kepala tukang 0.200 Oh x Rp. 91,900.00 = Rp. 18,380.00

- Mandor 0.025 Oh x Rp. 65,600.00 = Rp. 1,640.00

Jumlah (2) = Rp. 203,870.00

Jumlah (1) +(2) = Rp. 1,652,677.40

PK 6.17. 1 M Pasang jalusi mati kusen kayu damar laut :

6.17.1. Bahan

- Kayu damar laut, papan 0.060 M x Rp. 9,650,000.00 = Rp. 579,000.00

- Paku biasa " - 1" 0.150 Kg x Rp. 16,940.00 = Rp. 2,541.00

Jumlah (1) = Rp. 581,541.00

6.17.2. Tenaga

- Pekerja 0.500 Oh x Rp. 52,500.00 = Rp. 26,250.00

- Tukang kayu 2.000 Oh x Rp. 78,800.00 = Rp. 157,600.00

- Kepala tukang 0.200 Oh x Rp. 91,900.00 = Rp. 18,380.00- Mandor 0.025 Oh x Rp. 65,600.00 = Rp. 1,640.00

Jumlah (2) = Rp. 203,870.00

Jumlah (1) +(2) = Rp. 785,411.00

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PK 6.18. 1 M Pasang pintu plywood rangka, rangka kayu meranti :

6.18.1. Bahan

- Kayu meranti, papan 0.0196 M x Rp. 5,475,000.00 = Rp. 107,310.00

- Paku biasa " - 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. 52,500.00 = Rp. 31,500.00

- Tukang kayu 2.000 Oh x Rp. 78,800.00 = Rp. 157,600.00

- Kepala tukang 0.200 Oh x Rp. 91,900.00 = Rp. 18,380.00

- Mandor 0.030 Oh x Rp. 65,600.00 = Rp. 1,968.00

Jumlah (2) = Rp. 209,448.00

Jumlah (1) +(2) = Rp. 272,588.00

PK 6.19. 1 M Pasang pintu teakwood rangka, rangka kayu jati :

6.19.1. Bahan

- Kayu jati, papan 0.0196 M x Rp. 24,104,440.00 = Rp. 472,447.02

- Paku biasa " - 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. 543,199.02

6.19.2. Tenaga

- Pekerja 0.600 Oh x Rp. 52,500.00 = Rp. 31,500.00

- Tukang kayu 2.000 Oh x Rp. 78,800.00 = Rp. 157,600.00

- Kepala tukang 0.200 Oh x Rp. 91,900.00 = Rp. 18,380.00

- Mandor 0.030 Oh x Rp. 65,600.00 = Rp. 1,968.00

Jumlah (2) = Rp. 209,448.00

Jumlah (1) +(2) = Rp. 752,647.02

PK 6.20. 1 M Pasang pintu teakwood rangka, rangka kayu meranti batu :

6.20.1. Bahan

- Kayu meranti batu, papan 0.0196 M x Rp. 9,375,000.00 = Rp. 183,750.00

- Paku biasa " - 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. 254,502.00

6.20.2. Tenaga

- Pekerja 0.600 Oh x Rp. 52,500.00 = Rp. 31,500.00

- Tukang kayu 2.000 Oh x Rp. 78,800.00 = Rp. 157,600.00

- Kepala tukang 0.200 Oh x Rp. 91,900.00 = Rp. 18,380.00

- Mandor 0.030 Oh x Rp. 65,600.00 = Rp. 1,968.00

Jumlah (2) = Rp. 209,448.00

Jumlah (1) +(2) = Rp. 463,950.00

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PK 6.21. 1 M Pasang pintu plywood & formika, rangka kayu jati :

6.21.1. Bahan

- Kayu jati, papan 0.0196 M x Rp. 24,104,440.00 = Rp. 472,447.02

- Paku biasa " - 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. 633,619.02

6.21.2. Tenaga

- Pekerja 0.800 Oh x Rp. 52,500.00 = Rp. 42,000.00

- Tukang kayu 2.500 Oh x Rp. 78,800.00 = Rp. 197,000.00

- Kepala tukang 0.250 Oh x Rp. 91,900.00 = Rp. 22,975.00

- Mandor 0.040 Oh x Rp. 65,600.00 = Rp. 2,624.00

Jumlah (2) = Rp. 264,599.00

Jumlah (1) +(2) = Rp. 898,218.02

PK 6.22. 1 M Pasang pintu plywood & formika, rangka kayu meranti batu :

6.22.1. Bahan

- Kayu meranti batu, papan 0.0196 M x Rp. 9,375,000.00 = Rp. 183,750.00- Paku biasa " - 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. 52,500.00 = Rp. 42,000.00

- Tukang kayu 2.500 Oh x Rp. 78,800.00 = Rp. 197,000.00

- Kepala tukang 0.250 Oh x Rp. 91,900.00 = Rp. 22,975.00

- Mandor 0.040 Oh x Rp. 65,600.00 = Rp. 2,624.00

Jumlah (2) = Rp. 264,599.00

Jumlah (1) +(2) = Rp. 609,521.00

PK 6.23. 1 M Pasang pintu plywood & formika, rangka kayu jati :

6.23.1. Bahan

- Kayu jati, papan 0.0196 M x Rp. 24,104,440.00 = Rp. 472,447.02

- Paku biasa " - 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. 52,500.00 = Rp. 42,000.00

- Tukang kayu 2.500 Oh x Rp. 78,800.00 = Rp. 197,000.00

- Kepala tukang 0.250 Oh x Rp. 91,900.00 = Rp. 22,975.00- Mandor 0.040 Oh x Rp. 65,600.00 = Rp. 2,624.00

Jumlah (2) = Rp. 264,599.00

Jumlah (1) +(2) = Rp. 900,748.02

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PK 6.24. 1 M Pasang pintu plywood & formika, rangka kayu damar laut (divermis) :

6.24.1. Bahan

- Kayu meranti batu, papan 0.0196 M x Rp. 9,375,000.00 = Rp. 183,750.00

- Paku biasa " - 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