Analisa SNI Arsitek
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7/28/2019 Analisa SNI Arsitek
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1. 1 m1
Pagar sementara dari kayu tinggi 2 meter1. Bahan
- Dolken kayu 8-10/400 cm 1.2500 Btg x 7,500.00Rp = 9,375.00Rp- Semen Portland 2.5000 Kg x 800.00Rp = 2,000.00Rp
- Pasir Beton 0.0050 M3
x 72,750.00Rp = 363.75Rp
- Koral Beton 0.0090 M
3
x 227,000.00Rp = 2,043.00Rp- Kayu 5/7 0.0720 M
3x 900,000.00Rp = 64,800.00Rp
- Paku Biasa 2" - 5" 0.0600 Kg x 12,000.00Rp = 720.00Rp- Residu 0.4000 Lt x 2,500.00Rp = 1,000.00Rp
Jumlah I = 80,301.75Rp
2. Tenaga- Tukang Kayu 0.2000 Oh x 50,000.00Rp = 10,000.00Rp- Pekerja 0.4000 Oh x 32,500.00Rp = 13,000.00Rp- Kepala Tukang 0.0200 Oh x 55,000.00Rp = 1,100.00Rp- Mandor 0.0200 Oh x 55,000.00Rp = 1,100.00Rp
Jumlah II = 25,200.00Rp= 105,501.75Rp
2. 1 m1 Pagar sementara dari seng gelombang tinggi 2 meter
1. Bahan- Dolken Kayu 8-10/400 cm 1.2500 Btg x 7,500.00Rp = 9,375.00Rp- Semen Portland 2.5000 Kg x 800.00Rp = 2,000.00Rp- Seng Gelombang 3" - 5" 1.2000 Lbr x 4,200.00Rp = 5,040.00Rp
- Pasir Beton 0.0050 M3
x 72,750.00Rp = 363.75Rp
- Koral Beton 0.0090 M3
x 227,000.00Rp = 2,043.00Rp
- Kayu 5/7 0.0720 M3
x 900,000.00Rp = 64,800.00Rp- Paku Biasa 2" - 5" 0.0600 Kg x 12,000.00Rp = 720.00Rp- Meni Besi 0.4500 Kg x 5,500.00Rp = 2,475.00Rp
Jumlah I = 86,816.75Rp
2. Tenaga
- Tukang Kayu 0.2000 Oh x 50,000.00Rp = 10,000.00Rp- Pekerja 0.4000 Oh x 32,500.00Rp = 13,000.00Rp- Kepala Tukang 0.0200 Oh x 55,000.00Rp = 1,100.00Rp- Mandor 0.0200 Oh x 55,000.00Rp = 1,100.00Rp
Jumlah II = 25,200.00Rp= 112,016.75Rp
3. 1 m1
Pagar sementara dari kawat duri tinggi 1,8 meter1. Bahan
- Dolken kayu 8-10/400 cm 1.0000 Btg x 7,500.00Rp = 7,500.00Rp- Semen Portland 2.0000 Kg x 800.00Rp = 1,600.00Rp- Kawat Duri 25.0000 Kg x 97,500.00Rp = 2,437,500.00Rp
- Pasir Beton 0.0050 M3
x 72,750.00Rp = 363.75Rp
- Koral Beton 0.0090 M3 x 227,000.00Rp = 2,043.00Rp- Paku Biasa 2" - 5" 0.0600 Kg x 12,000.00Rp = 720.00Rp
Jumlah I = 2,449,726.75Rp
2. Tenaga- Tukang Kayu 0.2000 Oh x 50,000.00Rp = 10,000.00Rp- Pekerja 0.3000 Oh x 32,500.00Rp = 9,750.00Rp- Kepala Tukang 0.0200 Oh x 55,000.00Rp = 1,100.00Rp- Mandor 0.0200 Oh x 55,000.00Rp = 1,100.00Rp
Jumlah II = 21,950.00Rp= 2,471,676.75Rp
ANALISA BIAYA KONSTRUKSI PEKERJAAN PERSIAPAN
Jumlah I + Jumlah II
Jumlah I + Jumlah II
Jumlah I + Jumlah II
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4. 1 m1
Pengukuran dan pemasangan bouwplank1. Bahan
- Kayu 5/7 0.0120 M3
x 900,000.00Rp = 10,800.00Rp- Paku Biasa 2" - 5" 0.0200 Kg x 12,000.00Rp = 240.00Rp
- Kayu Papan 3/20 0.0070 M3
x 900,000.00Rp = 6,300.00Rp
Jumlah I = 17,340.00Rp
2. Tenaga- Tukang Kayu 0.1000 Oh x 50,000.00Rp = 5,000.00Rp- Pekerja 0.1000 Oh x 32,500.00Rp = 3,250.00Rp- Kepala Tukang 0.0100 Oh x 55,000.00Rp = 550.00Rp- Mandor 0.0050 Oh x 55,000.00Rp = 275.00Rp
Jumlah II = 9,075.00Rp= 26,415.00Rp
5. 1 m2
Pembuatan kantor sementara, dengan lantai plesteran1. Bahan
- Dolken Kayu 8-10/400 cm 1.2500 Btg x 7,500.00Rp = 9,375.00Rp
- Kayu 0.1800 M3
x 900,000.00Rp = 162,000.00Rp- Paku Biasa 0.8500 Kg x 12,000.00Rp = 10,200.00Rp- Besi Strip/Besi Ulir 1.1000 Kg x 12,000.00Rp = 13,200.00Rp- Semen Portland 35.0000 Kg x 800.00Rp = 28,000.00Rp
- Pasir Pasang 0.1500 M3
x 72,750.00Rp = 10,912.50Rp
- Pasir Beton 0.1000 M3
x 72,750.00Rp = 7,275.00Rp
- Koral Beton 0.1500 M3
x 227,000.00Rp = 34,050.00Rp- Bata Merah 30.0000 Bh x 300.00Rp = 9,000.00Rp- Seng Plat 0.2500 Lbr x 40,000.00Rp = 10,000.00Rp- Jendela Nako 2.0000 Bh x 150,000.00Rp = 300,000.00Rp
- Kaca Polos 0.0800 M2
x 150,000.00Rp = 12,000.00Rp- Kunci Tanam 0.1500 Bh x 35,000.00Rp = 5,250.00Rp- Plywood 4 mm 0.0600 Lmb x 150,000.00Rp = 9,000.00Rp
Jumlah I = 620,262.50Rp
2. Tenaga- Tukang Kayu 2.0000 Oh x 50,000.00Rp = 100,000.00Rp- Tukang Batu 1.0000 Oh x 50,000.00Rp = 50,000.00Rp- Pekerja 2.0000 Oh x 32,500.00Rp = 65,000.00Rp- Kepala Tukang 0.3000 Oh x 55,000.00Rp = 16,500.00Rp- Mandor 0.0500 Oh x 55,000.00Rp = 2,750.00Rp
Jumlah II = 234,250.00Rp= 854,512.50Rp
Jumlah I + Jumlah II
Jumlah I + Jumlah II
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6. 1 m2
Pembuatan gudang semen dan alat-alat1. Bahan
- Dolken kayu 8-10/400 cm 1.7000 Btg x 7,500.00Rp = 12,750.00Rp
- Kayu 0.2100 M3
x 900,000.00Rp = 189,000.00Rp- Paku Biasa 0.3000 Kg x 12,000.00Rp = 3,600.00Rp
- Semen Portland 10.5000 Kg x 800.00Rp = 8,400.00Rp- Pasir Beton 0.0300 M3
x 72,750.00Rp = 2,182.50Rp
- Koral Beton 0.0500 M3
x 227,000.00Rp = 11,350.00Rp- Seng Gelombang bjls 32 1.5000 Lbr x 4,200.00Rp = 6,300.00Rp
Jumlah I = 233,582.50Rp
2. Tenaga- Tukang Kayu 0.2000 Oh x 50,000.00Rp = 10,000.00Rp- Pekerja 1.0000 Oh x 32,500.00Rp = 32,500.00Rp- Kepala Tukang 0.2000 Oh x 55,000.00Rp = 11,000.00Rp- Mandor 0.0500 Oh x 55,000.00Rp = 2,750.00Rp
Jumlah II = 56,250.00Rp= 289,832.50Rp
7. 1 m2 Pembuatan rumah jaga/konstruksi kayu
1. Bahan- Dolken kayu 8-10/400 cm 3.0000 Btg x 7,500.00Rp = 22,500.00Rp
- Kayu 0.2760 M3
x 900,000.00Rp = 248,400.00Rp- Paku Biasa 0.7000 Kg x 12,000.00Rp = 8,400.00Rp- Seng gelombang bjls 32 1.5000 Lbr x 4,200.00Rp = 6,300.00Rp
Jumlah I = 285,600.00Rp
2. Tenaga- Tukang Kayu 1.5000 Oh x 50,000.00Rp = 75,000.00Rp- Pekerja 1.0000 Oh x 32,500.00Rp = 32,500.00Rp- Kepala Tukang 0.1500 Oh x 55,000.00Rp = 8,250.00Rp- Mandor 0.0500 Oh x 55,000.00Rp = 2,750.00Rp
Jumlah II = 118,500.00Rp= 404,100.00Rp
8. 1 m2
Membersihkan lapangan dan perataan1. Tenaga
- Pekerja 0.1000 Oh x 32,500.00Rp = 3,250.00Rp- Mandor 0.0500 Oh x 55,000.00Rp = 2,750.00Rp
Jumlah = 6,000.00Rp
Jumlah I + Jumlah II
Jumlah I + Jumlah II
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9. 1 m2
Pembuatan bedeng buruh1. Bahan
- Dolken kayu 8-10/400 cm 1.2500 Btg x 7,500.00Rp = 9,375.00Rp
- Kayu 0.1860 M3
x 900,000.00Rp = 167,400.00Rp- Paku Biasa 0.3000 Kg x 12,000.00Rp = 3,600.00Rp
- Semen Portland 18.0000 Kg x 800.00Rp = 14,400.00Rp- Pasir Beton 0.0300 M3
x 72,750.00Rp = 2,182.50Rp
- Koral Beton 0.0500 M3
x 227,000.00Rp = 11,350.00Rp- Seng gelombang bjls 32 1.5000 Lbr x 4,200.00Rp = 6,300.00Rp- Plywood 4 mm 1.3500 Lbr x 150,000.00Rp = 202,500.00Rp
Jumlah I = 417,107.50Rp
2. Tenaga- Tukang Kayu 2.0000 Oh x 50,000.00Rp = 100,000.00Rp- Pekerja 1.0000 Oh x 32,500.00Rp = 32,500.00Rp- Kepala Tukang 0.2000 Oh x 55,000.00Rp = 11,000.00Rp- Mandor 0.0500 Oh x 55,000.00Rp = 2,750.00Rp
Jumlah II = 146,250.00Rp
= 563,357.50Rp
10. 1 m2
Pembuatan bak adukan ukuran (40 x 50 x 20) cm1. Bahan
- Kayu terentang 0.0360 M3
x 900,000.00Rp = 32,400.00Rp- Paku Biasa 0.0800 Kg x 12,000.00Rp = 960.00Rp- Kaso 5/7 1.0000 Btg x 900,000.00Rp = 900,000.00Rp
Jumlah I = 933,360.00Rp
2. Tenaga- Tukang Kayu 0.3000 Oh x 50,000.00Rp = 15,000.00Rp- Mandor 0.0015 Oh x 55,000.00Rp = 82.50Rp
Jumlah II = 15,082.50Rp= 948,442.50Rp
11. 1 m2
Pembuatan Stegger dari bambu, ukuran (40 x 50 x 20) cm1. Bahan
- Bambu 6 -8/600 cm 1.0000 Btg x 6,000.00Rp = 6,000.00Rp- Tali Ijuk 0.2500 Kg x = -Rp
Jumlah I = 6,000.00Rp
2. Tenaga- Tukang Kayu 0.0170 Oh x 50,000.00Rp = 850.00Rp- Kepala Tukang 0.0020 Oh x 55,000.00Rp = 110.00Rp- Pekerja 0.2500 Oh x 32,500.00Rp = 8,125.00Rp- Mandor 0.0130 Oh x 55,000.00Rp = 715.00Rp
Jumlah II = 9,800.00Rp
= 15,800.00Rp
Jumlah I + Jumlah II
Jumlah I + Jumlah II
Jumlah I + Jumlah II
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12. 1 m Pembuatan jalan sementara1. Bahan
- Batu Belah 15/20 0.1500 M3
x 182,000.00Rp = 27,300.00Rp
- Batu Pecah 5/7 0.0900 M3
x 207,000.00Rp = 18,630.00Rp
- Pasir Pasang 0.0100 M3
x 72,750.00Rp = 727.50Rp
Jumlah I = 46,657.50Rp
2. Tenaga- Pekerja 1.0000 Oh x 32,500.00Rp = 32,500.00Rp- Mandor 0.0500 Oh x 55,000.00Rp = 2,750.00Rp
Jumlah II = 35,250.00Rp= 81,907.50Rp
13. 1 m3
Bongkaran beton bertulang
1. Tenaga- Pekerja 6.6670 Oh x 32,500.00Rp = 216,677.50Rp- Mandor 0.3330 Oh x 55,000.00Rp = 18,315.00Rp
Jumlah = 234,992.50Rp
14. 1 m3 Bongkaran dinding tembok bata merah1. Tenaga
- Pekerja 6.6670 Oh x 32,500.00Rp = 216,677.50Rp- Mandor 0.3330 Oh x 55,000.00Rp = 18,315.00Rp
Jumlah = 234,992.50Rp
15. 1 m1
Pasang pagar kawat jaring galvanis, tinggi 1,00 m1. Bahan
- Pagar kawat jaring 0.4340 Lbr x 13,250.00Rp = 5,750.50RpJumlah I = 5,750.50Rp
2. Tenaga- Pekerja 0.0420 Oh x 32,500.00Rp = 1,365.00Rp- Kepala Tukang 0.0040 Oh x 55,000.00Rp = 220.00Rp
- Tukang 0.0420 Oh x 50,000.00Rp = 2,100.00Rp- Mandor 0.0020 Oh x 55,000.00Rp = 110.00Rp
Jumlah II = 3,795.00Rp= 9,545.50Rp
16. 1 m1
Pasang pagar beton pracetak (5 x 50 x 213) cm1. Bahan
- Panel beton pracetak 0.9860 Lbr x = -Rp- Kolom beton pracetak 0.5250 Btg x = -Rp
- Pasir beton 0.0740 M3
x 72,750.00Rp = 5,383.50Rp
- Koral 2/3 0.1460 M3
x 227,000.00Rp = 33,142.00Rp- Semen abu-abu 45.0000 Kg x 800.00Rp = 36,000.00Rp
Jumlah I = 74,525.50Rp
2. Tenaga- Tukang Batu 0.1250 Oh x 50,000.00Rp = 6,250.00Rp- Pekerja 0.3750 Oh x 32,500.00Rp = 12,187.50Rp- Kepala Tukang 0.0120 Oh x 55,000.00Rp = 660.00Rp- Mandor 0.0190 Oh x 55,000.00Rp = 1,045.00Rp
Jumlah II = 20,142.50Rp= 94,668.00Rp
Jumlah I + Jumlah II
Jumlah I + Jumlah II
Jumlah I + Jumlah II
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1. 1 m3
Galian tanah biasa sedalam 1 meter
1. Tenaga
- Pekerja 0.4000 Oh x 32,500.00Rp = 13,000.00Rp- Tukang Gali - Oh x 50,000.00Rp = -Rp- Kepala Tukang - Oh x 55,000.00Rp = -Rp- Mandor 0.0400 Oh x 55,000.00Rp = 2,200.00Rp
Jumlah = 15,200.00Rp
2. 1 m3
Galian tanah biasa sedalam 2 meter
1. Tenaga
- Pekerja 0.5260 Oh x 32,500.00Rp = 17,095.00Rp- Tukang Gali - Oh x 50,000.00Rp = -Rp- Kepala Tukang - Oh x 55,000.00Rp = -Rp- Mandor 0.0520 Oh x 55,000.00Rp = 2,860.00Rp
Jumlah = 19,955.00Rp
3. 1 m3
Galian tanah biasa sedalam 3 meter
1. Tenaga
- Pekerja 0.7350 Oh x 32,500.00Rp = 23,887.50Rp- Tukang Gali - Oh x 50,000.00Rp = -Rp- Kepala Tukang - Oh x 55,000.00Rp = -Rp- Mandor 0.0730 Oh x 55,000.00Rp = 4,015.00Rp
Jumlah = 27,902.50Rp
4. 1 m3
Galian tanah keras sedalam 1 meter
1. Tenaga
- Pekerja 0.6250 Oh x 32,500.00Rp = 20,312.50Rp- Tukang Gali - Oh x 50,000.00Rp = -Rp- Kepala Tukang - Oh x 55,000.00Rp = -Rp- Mandor 0.0620 Oh x 55,000.00Rp = 3,410.00Rp
Jumlah = 23,722.50Rp
5. 1 m3
Galian tanah cadas sedalam 1 meter
1. Tenaga
- Pekerja 1.2500 Oh x 32,500.00Rp = 40,625.00Rp- Tukang Gali - Oh x 50,000.00Rp = -Rp- Kepala Tukang - Oh x 55,000.00Rp = -Rp- Mandor 0.1250 Oh x 55,000.00Rp = 6,875.00Rp
Jumlah = 47,500.00Rp
6. 1 m Galian tanah lumpur sedalam 1 meter
1. Tenaga
- Pekerja 0.8230 Oh x 32,500.00Rp = 26,747.50Rp- Tukang Gali - Oh x 50,000.00Rp = -Rp
- Kepala Tukang - Oh x 55,000.00Rp = -Rp- Mandor 0.0830 Oh x 55,000.00Rp = 4,565.00Rp
Jumlah = 31,312.50Rp
7. 1 m2
Pekerjaan stripping setinggi 1 meter
1. Tenaga
- Pekerja 0.0500 Oh x 32,500.00Rp = 1,625.00Rp- Tukang Gali - Oh x 50,000.00Rp = -Rp- Kepala Tukang - Oh x 55,000.00Rp = -Rp- Mandor 0.0050 Oh x 55,000.00Rp = 275.00Rp
Jumlah = 1,900.00Rp
ANALISA BIAYA KONSTRUKSI PEKERJAAN TANAH
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8. 1 m3
Pembuangan tanah sejauh 150 meter
1. Tenaga
- Pekerja 0.5160 Oh x 32,500.00Rp = 16,770.00Rp- Tukang Gali - Oh x 50,000.00Rp = -Rp- Kepala Tukang - Oh x 55,000.00Rp = -Rp- Mandor 0.0500 Oh x 55,000.00Rp = 2,750.00Rp
Jumlah = 19,520.00Rp
9. 1 m3
Urugan kembali
1. Tenaga
- Pekerja 0.1920 Oh x 32,500.00Rp = 6,240.00Rp- Tukang Gali - Oh x 50,000.00Rp = -Rp- Kepala Tukang - Oh x 55,000.00Rp = -Rp- Mandor 0.0190 Oh x 55,000.00Rp = 1,045.00Rp
Jumlah = 7,285.00Rp
10. 1 m3
Pemadatan tanah
1. Tenaga
- Pekerja 0.5000 Oh x 32,500.00Rp = 16,250.00Rp- Tukang Gali - Oh x 50,000.00Rp = -Rp- Kepala Tukang - Oh x 55,000.00Rp = -Rp- Mandor 0.0500 Oh x 55,000.00Rp = 2,750.00Rp
Jumlah = 19,000.00Rp
11. 1 m3
Urugan pasir
1. Bahan
- Pasir Urug 1.2000 M x 71,950.00Rp = 86,340.00RpJumlah I = 86,340.00Rp
2. Tenaga
- Pekerja 0.3000 Oh x 32,500.00Rp = 9,750.00Rp- Tukang Gali - Oh x 50,000.00Rp = -Rp
- Kepala Tukang - Oh x 55,000.00Rp = -Rp- Mandor 0.0100 Oh x 55,000.00Rp = 550.00Rp
Jumlah II = 10,300.00Rp
= 96,640.00Rp
12. 1 m3
Lapisan pudel campuran 1 Kp : 3 Ps : 7 TL
1. Bahan
- Pasir Urug 0.3300 M3
x 71,950.00Rp = 23,743.50Rp
- Kapur padam 0.1090 M3
x 5,000.00Rp = 545.00Rp
- Tanah liat 0.7630 M3
x 52,950.00Rp = 40,400.85RpJumlah I = 64,689.35Rp
2. Tenaga
- Pekerja 0.8330 Oh x 32,500.00Rp = 27,072.50Rp- Tukang Batu 0.4160 Oh x 50,000.00Rp = 20,800.00Rp- Kepala Tukang 0.0400 Oh x 55,000.00Rp = 2,200.00Rp- Mandor 0.0830 Oh x 55,000.00Rp = 4,565.00Rp
Jumlah II = 54,637.50Rp
= 119,326.85Rp
Jumlah I + Jumlah II
Jumlah I + Jumlah II
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13. 1 m3
Lapisan pudel campuran 1 Kp : 5 TL
1. Bahan
- Kapur padam 0.2000 M3
x 5,000.00Rp = 1,000.00Rp
- Tanah liat 1.0000 M3
x 52,950.00Rp = 52,950.00RpJumlah I = 53,950.00Rp
2. Tenaga
- Pekerja 0.8330 Oh x 32,500.00Rp = 27,072.50Rp- Tukang Batu 0.4160 Oh x 50,000.00Rp = 20,800.00Rp- Kepala Tukang 0.0410 Oh x 55,000.00Rp = 2,255.00Rp- Mandor 0.0810 Oh x 55,000.00Rp = 4,455.00Rp
Jumlah II = 54,582.50Rp
= 108,532.50Rp
14. 1 m3
Pemasangan lapisan ijuk
1. Bahan
- Ijuk 1.2500 M x 40,000.00Rp = 50,000.00RpJumlah I = 50,000.00Rp
2. Tenaga
- Pekerja 0.1500 Oh x 32,500.00Rp = 4,875.00Rp- Tukang Gali - Oh x 50,000.00Rp = -Rp- Kepala Tukang - Oh x 55,000.00Rp = -Rp- Mandor 0.0150 Oh x 55,000.00Rp = 825.00Rp
Jumlah II = 5,700.00Rp
= 55,700.00Rp
15. 1 m3
Urugan sirtu
1. Bahan
- Sirtu 1.2000 M3
x 72,700.00Rp = 87,240.00RpJumlah I = 87,240.00Rp
2. Tenaga
- Pekerja 0.2500 Oh x 32,500.00Rp = 8,125.00Rp- Tukang Gali - Oh x 50,000.00Rp = -Rp- Kepala Tukang - Oh x 55,000.00Rp = -Rp- Mandor 0.0250 Oh x 55,000.00Rp = 1,375.00Rp
Jumlah II = 9,500.00Rp
= 96,740.00Rp
16. 1 m2
Pembuatan jalan sementara, tebal 25 cm
1. Bahan
- Batu belah 0.2750 M3
x 168,500.00Rp = 46,337.50Rp
- Kerikil 0.0300 M3
x 227,000.00Rp = 6,810.00Rp
- Pasir 0.0500 M3
x 71,950.00Rp = 3,597.50RpJumlah I = 56,745.00Rp
2. Tenaga
- Pekerja 1.0000 Oh x 32,500.00Rp = 32,500.00Rp- Tukang Batu - Oh x 50,000.00Rp = -Rp- Kepala Tukang - Oh x 55,000.00Rp = -Rp- Mandor 0.1000 Oh x 55,000.00Rp = 5,500.00Rp
Jumlah II = 38,000.00Rp
= 94,745.00Rp
Jumlah I + Jumlah II
Jumlah I + Jumlah II
Jumlah I + Jumlah II
Jumlah I + Jumlah II
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1. 1 m3
Pasang pondasi batu kali, 1 Pc : 1 Ps
1. Bahan
- Batu kali 1.1000 M3
x 119,000.00Rp = 130,900.00Rp- Semen portland 392.0000 Kg x 800.00Rp = 313,600.00Rp
- Pasir pasang 0.3140 M3
x 72,750.00Rp = 22,843.50RpJumlah I = 467,343.50Rp
2. Tenaga
- Pekerja 1.5000 Oh x 32,500.00Rp = 48,750.00Rp- Tukang Batu 0.6000 Oh x 50,000.00Rp = 30,000.00Rp- Kepala Tukang 0.0600 Oh x 55,000.00Rp = 3,300.00Rp- Mandor 0.0750 Oh x 55,000.00Rp = 4,125.00Rp
Jumlah II = 86,175.00Rp
= 553,518.50Rp
2. 1 m Pasang pondasi batu kali, 1 Pc : 2 Ps
1. Bahan
- Batu kali 1.1000 M
3
x 119,000.00Rp = 130,900.00Rp- Semen portland 267.0000 Kg x 800.00Rp = 213,600.00Rp
- Pasir pasang 0.4270 M3
x 72,750.00Rp = 31,064.25RpJumlah I = 375,564.25Rp
2. Tenaga
- Pekerja 1.5000 Oh x 32,500.00Rp = 48,750.00Rp- Tukang Batu 0.6000 Oh x 50,000.00Rp = 30,000.00Rp- Kepala Tukang 0.0600 Oh x 55,000.00Rp = 3,300.00Rp- Mandor 0.0750 Oh x 55,000.00Rp = 4,125.00Rp
Jumlah II = 86,175.00Rp
= 461,739.25Rp
3. 1 m3
Pasang pondasi batu kali, 1 Pc : 2,5 Ps
1. Bahan
- Batu kali 1.1000 M3
x 119,000.00Rp = 130,900.00Rp- Semen portland 392.0000 Kg x 800.00Rp = 313,600.00Rp
- Pasir pasang 0.3140 M x 72,750.00Rp = 22,843.50RpJumlah I = 467,343.50Rp
2. Tenaga
- Pekerja 1.5000 Oh x 32,500.00Rp = 48,750.00Rp- Tukang Batu 0.6000 Oh x 50,000.00Rp = 30,000.00Rp- Kepala Tukang 0.0600 Oh x 55,000.00Rp = 3,300.00Rp- Mandor 0.0750 Oh x 55,000.00Rp = 4,125.00Rp
Jumlah II = 86,175.00Rp
= 553,518.50Rp
ANALISA BIAYA KONSTRUKSI PEKERJAAN PONDASI
Jumlah I + Jumlah II
Jumlah I + Jumlah II
Jumlah I + Jumlah II
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4. 1 m3
Pasang pondasi batu kali, 1 Pc : 3 Ps
1. Bahan
- Batu kali 1.1000 M3
x 119,000.00Rp = 130,900.00Rp- Semen portland 202.0000 Kg x 800.00Rp = 161,600.00Rp
- Pasir pasang 0.4850 M3
x 72,750.00Rp = 35,283.75Rp
Jumlah I = 327,783.75Rp
2. Tenaga
- Pekerja 1.5000 Oh x 32,500.00Rp = 48,750.00Rp- Tukang Batu 0.6000 Oh x 50,000.00Rp = 30,000.00Rp- Kepala Tukang 0.0600 Oh x 55,000.00Rp = 3,300.00Rp- Mandor 0.0750 Oh x 55,000.00Rp = 4,125.00Rp
Jumlah II = 86,175.00Rp
= 413,958.75Rp
5. 1 m3
Pasang pondasi batu kali, 1 Pc : 4 Ps
1. Bahan
- Batu kali 1.1000 M3
x 119,000.00Rp = 130,900.00Rp
- Semen portland 163.0000 Kg x 800.00Rp = 130,400.00Rp- Pasir pasang 0.5200 M3
x 72,750.00Rp = 37,830.00RpJumlah I = 299,130.00Rp
2. Tenaga
- Pekerja 1.5000 Oh x 32,500.00Rp = 48,750.00Rp- Tukang Batu 0.6000 Oh x 50,000.00Rp = 30,000.00Rp- Kepala Tukang 0.0600 Oh x 55,000.00Rp = 3,300.00Rp- Mandor 0.0750 Oh x 55,000.00Rp = 4,125.00Rp
Jumlah II = 86,175.00Rp
= 385,305.00Rp
6. 1 m3
Pasang pondasi batu kali, 1 Pc : 5 Ps
1. Bahan
- Batu kali 1.1000 M3 x 119,000.00Rp = 130,900.00Rp- Semen portland 136.0000 Kg x 800.00Rp = 108,800.00Rp
- Pasir pasang M3
x 72,750.00Rp = -RpJumlah I = 239,700.00Rp
2. Tenaga
- Pekerja 1.5000 Oh x 32,500.00Rp = 48,750.00Rp- Tukang Batu 0.6000 Oh x 50,000.00Rp = 30,000.00Rp- Kepala Tukang 0.0600 Oh x 55,000.00Rp = 3,300.00Rp- Mandor 0.0750 Oh x 55,000.00Rp = 4,125.00Rp
Jumlah II = 86,175.00Rp
= 325,875.00Rp
Jumlah I + Jumlah II
Jumlah I + Jumlah II
Jumlah I + Jumlah II
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7. 1 m3
Pasang pondasi batu kali, 1 Pc : 6 Ps
1. Bahan
- Batu kali 1.1000 M3
x 119,000.00Rp = 130,900.00Rp- Semen portland 117.0000 Kg x 800.00Rp = 93,600.00Rp
- Pasir pasang 0.5610 M3
x 72,750.00Rp = 40,812.75Rp
Jumlah I = 265,312.75Rp
2. Tenaga
- Pekerja 1.5000 Oh x 32,500.00Rp = 48,750.00Rp- Tukang Batu 0.6000 Oh x 50,000.00Rp = 30,000.00Rp- Kepala Tukang 0.0600 Oh x 55,000.00Rp = 3,300.00Rp- Mandor 0.0750 Oh x 55,000.00Rp = 4,125.00Rp
Jumlah II = 86,175.00Rp
= 351,487.75Rp
8. 1 m3
Pasang pondasi batu kali, 1 Pc : 8 Ps
1. Bahan
- Batu kali 1.1000 M3
x 119,000.00Rp = 130,900.00Rp
- Semen portland 91.0000 Kg x 800.00Rp = 72,800.00Rp- Pasir pasang 0.5610 M3
x 72,750.00Rp = 40,812.75RpJumlah I = 244,512.75Rp
2. Tenaga
- Pekerja 1.5000 Oh x 32,500.00Rp = 48,750.00Rp- Tukang Batu 0.6000 Oh x 50,000.00Rp = 30,000.00Rp- Kepala Tukang 0.0600 Oh x 55,000.00Rp = 3,300.00Rp- Mandor 0.0750 Oh x 55,000.00Rp = 4,125.00Rp
Jumlah II = 86,175.00Rp
= 330,687.75Rp
9. 1 m3
Pasang pondasi batu kali, 1 Kp : 1 Sm : 1 Ps
1. Bahan
- Batu kali 1.1000 M3 x 119,000.00Rp = 130,900.00Rp- Kapur pasang 0.2290 Kg x 5,000.00Rp = 1,145.00Rp
- Semen merah 0.2290 M3
x = -Rp
- Pasir pasang 0.5440 M x 72,750.00Rp = 39,576.00RpJumlah I = 171,621.00Rp
2. Tenaga
- Pekerja 1.5000 Oh x 32,500.00Rp = 48,750.00Rp- Tukang Batu 0.6000 Oh x 50,000.00Rp = 30,000.00Rp- Kepala Tukang 0.0600 Oh x 55,000.00Rp = 3,300.00Rp- Mandor 0.0750 Oh x 55,000.00Rp = 4,125.00Rp
Jumlah II = 86,175.00Rp
= 257,796.00Rp
Jumlah I + Jumlah II
Jumlah I + Jumlah II
Jumlah I + Jumlah II
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10. 1 m3
Pasang pondasi batu kali, 1 Kp : 1 Sm : 2 Ps
1. Bahan
- Batu kali 1.1000 M3
x 119,000.00Rp = 130,900.00Rp- Kapur pasang 0.1700 Kg x 5,000.00Rp = 850.00Rp
- Semen merah 0.1700 M3
x = -Rp
- Pasir pasang 0.3400 M3
x 72,750.00Rp = 24,735.00RpJumlah I = 156,485.00Rp
2. Tenaga
- Pekerja 1.5000 Oh x 32,500.00Rp = 48,750.00Rp- Tukang Batu 0.6000 Oh x 50,000.00Rp = 30,000.00Rp- Kepala Tukang 0.0600 Oh x 55,000.00Rp = 3,300.00Rp- Mandor 0.0750 Oh x 55,000.00Rp = 4,125.00Rp
Jumlah II = 86,175.00Rp
= 242,660.00Rp
11. 1 m Pasang pondasi batu kali, 1 Pc : Kp : 4 Ps
1. Bahan
- Batu kali 1.1000 M
3
x 119,000.00Rp = 130,900.00Rp- Semen portland 156.0000 Kg x 800.00Rp = 124,800.00Rp
- Kapur pasang 0.0320 M3
x 5,000.00Rp = 160.00Rp
- Pasir pasang 0.5840 M3
x 72,750.00Rp = 42,486.00RpJumlah I = 298,346.00Rp
2. Tenaga
- Pekerja 1.5000 Oh x 32,500.00Rp = 48,750.00Rp- Tukang Batu 0.6000 Oh x 50,000.00Rp = 30,000.00Rp- Kepala Tukang 0.0600 Oh x 55,000.00Rp = 3,300.00Rp- Mandor 0.0750 Oh x 55,000.00Rp = 4,125.00Rp
Jumlah II = 86,175.00Rp
= 384,521.00Rp
12. 1 m3
Pasang pondasi batu kali, 1 Pc : 3 Kp : 10 Ps
1. Bahan
- Batu kali 1.1000 M3
x 119,000.00Rp = 130,900.00Rp- Semen portland 61.0000 Kg x 800.00Rp = 48,800.00Rp
- Kapur pasang 0.1470 M3
x 5,000.00Rp = 735.00Rp
- Pasir pasang 0.4920 M3
x 72,750.00Rp = 35,793.00RpJumlah I = 216,228.00Rp
2. Tenaga
- Pekerja 1.5000 Oh x 32,500.00Rp = 48,750.00Rp- Tukang Batu 0.6000 Oh x 50,000.00Rp = 30,000.00Rp- Kepala Tukang 0.0600 Oh x 55,000.00Rp = 3,300.00Rp
- Mandor 0.0750 Oh x 55,000.00Rp = 4,125.00RpJumlah II = 86,175.00Rp= 302,403.00Rp
Jumlah I + Jumlah II
Jumlah I + Jumlah II
Jumlah I + Jumlah II
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13. 1 m3
Pasang pondasi batu kali, Pc : 1 Kp : 4 Ps
1. Bahan
- Batu kali 1.1000 M3
x 119,000.00Rp = 130,900.00Rp- Semen portland 41.0000 Kg x 800.00Rp = 32,800.00Rp
- Kapur pasang 0.1310 M3
x 5,000.00Rp = 655.00Rp
- Pasir pasang 0.5230 M3
x 72,750.00Rp = 38,048.25RpJumlah I = 202,403.25Rp
2. Tenaga
- Pekerja 1.5000 Oh x 32,500.00Rp = 48,750.00Rp- Tukang Batu 0.6000 Oh x 50,000.00Rp = 30,000.00Rp- Kepala Tukang 0.0600 Oh x 55,000.00Rp = 3,300.00Rp- Mandor 0.0750 Oh x 55,000.00Rp = 4,125.00Rp
Jumlah II = 86,175.00Rp
= 288,578.25Rp
14. 1 m Pasang pondasi batu kosong
1. Bahan
- Batu kali 1.2000 M
3
x 119,000.00Rp = 142,800.00Rp- Pasir urug 0.3000 M
3x 71,950.00Rp = 21,585.00Rp
Jumlah I = 164,385.00Rp
2. Tenaga
- Pekerja 0.7800 Oh x 32,500.00Rp = 25,350.00Rp- Tukang Batu 0.3900 Oh x 50,000.00Rp = 19,500.00Rp- Kepala Tukang 0.0390 Oh x 55,000.00Rp = 2,145.00Rp- Mandor 0.0390 Oh x 55,000.00Rp = 2,145.00Rp
Jumlah II = 49,140.00Rp
= 213,525.00Rp
15. 1 m3
Pasang pondasi siklop 40% batu kali
1. Bahan- Besi beton 75.0000 Kg x 7,000.00Rp = 525,000.00Rp- Semen portland 202.0000 Kg x 800.00Rp = 161,600.00Rp
- Pasir beton 0.3200 M3
x 72,750.00Rp = 23,280.00Rp
- Kerikil 0.4900 M x 217,000.00Rp = 106,330.00Rp- Kawat beton 0.8000 Kg x 9,750.00Rp = 7,800.00Rp
Jumlah I = 824,010.00Rp
2. Tenaga
- Pekerja 3.0000 Oh x 32,500.00Rp = 97,500.00Rp- Tukang Batu 0.8500 Oh x 50,000.00Rp = 42,500.00Rp- Kepala Tukang 0.0850 Oh x 55,000.00Rp = 4,675.00Rp- Mandor 0.1500 Oh x 55,000.00Rp = 8,250.00Rp
Jumlah II = 152,925.00Rp
= 976,935.00Rp
Jumlah I + Jumlah II
Jumlah I + Jumlah II
Jumlah I + Jumlah II
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16. 1 m3
Pasang pondasi sumuran 100 Cm
1. Bahan
- Batu kali 0.4500 M3
x 119,000.00Rp = 53,550.00Rp- Semen portland 280.0000 Kg x 800.00Rp = 224,000.00Rp
- Pasir beton 0.4500 M3
x 72,750.00Rp = 32,737.50Rp
- Kerikil 0.6700 M3
x 217,000.00Rp = 145,390.00RpJumlah I = 455,677.50Rp
2. Tenaga
- Pekerja 2.3800 Oh x 32,500.00Rp = 77,350.00Rp- Tukang Batu 0.3000 Oh x 50,000.00Rp = 15,000.00Rp- Kepala Tukang 0.0300 Oh x 55,000.00Rp = 1,650.00Rp- Mandor 0.0800 Oh x 55,000.00Rp = 4,400.00Rp
Jumlah II = 98,400.00Rp
= 554,077.50Rp
17. 1 m Pembuatan tiang pancang (40 x 40) Cm, beton bertulang
1. Bahan
- Pasir urug darat 0.0190 M
3
x 71,950.00Rp = 1,367.05Rp- Pasir beton 0.0940 M
3x 72,750.00Rp = 6,838.50Rp
- Kerikil 0.1500 M x 217,000.00Rp = 32,550.00Rp- Semen portland 60.5000 Kg x 800.00Rp = 48,400.00Rp- Besi beton 45.0000 Kg x 7,000.00Rp = 315,000.00Rp- Kawat beton 0.9000 Kg x 9,750.00Rp = 8,775.00Rp
- Kayu Kaso 5/7 0.0320 M3
x 900,000.00Rp = 28,800.00Rp- Paku 0.1200 Kg x 10,000.00Rp = 1,200.00Rp- Minyak bekisting 0.0900 Ltr x 1,750.00Rp = 157.50Rp- Plamur tembok 0.2400 Kg x 15,000.00Rp = 3,600.00Rp
Jumlah I = 446,688.05Rp
2. Tenaga
- Pekerja 1.0000 Oh x 32,500.00Rp = 32,500.00Rp- Tukang Batu 0.6700 Oh x 50,000.00Rp = 33,500.00Rp- Kepala Tukang 0.0670 Oh x 55,000.00Rp = 3,685.00Rp- Mandor 0.0500 Oh x 55,000.00Rp = 2,750.00Rp
Jumlah II = 72,435.00Rp
= 519,123.05Rp
Jumlah I + Jumlah II
Jumlah I + Jumlah II
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18. 1 m1
Pembuatan tiang pancang (35 x 35) Cm, beton bertulang
1. Bahan
- Pasir urug darat 0.0160 M3
x 71,950.00Rp = 1,151.20Rp
- Pasir beton 0.0800 M3
x 72,750.00Rp = 5,820.00Rp
- Kerikil 0.1250 M3
x 217,000.00Rp = 27,125.00Rp
- Semen portland 49.0000 Kg x 800.00Rp = 39,200.00Rp- Besi beton 34.5000 Kg x 7,000.00Rp = 241,500.00Rp- Kawat beton 0.7000 Kg x 9,750.00Rp = 6,825.00Rp
- Kayu Kaso 5/7 0.0270 M3
x 900,000.00Rp = 24,300.00Rp- Paku 0.1200 Kg x 10,000.00Rp = 1,200.00Rp- Minyak bekisting 0.0900 Ltr x 1,750.00Rp = 157.50Rp- Plamur tembok 0.2000 Kg x 15,000.00Rp = 3,000.00Rp
Jumlah I = 350,278.70Rp
2. Tenaga
- Pekerja 0.8000 Oh x 32,500.00Rp = 26,000.00Rp- Tukang Batu 0.5000 Oh x 50,000.00Rp = 25,000.00Rp- Kepala Tukang 0.0500 Oh x 55,000.00Rp = 2,750.00Rp
- Mandor 0.0400 Oh x 55,000.00Rp = 2,200.00RpJumlah II = 55,950.00Rp= 406,228.70RpJumlah I + Jumlah II
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1. 1 m3
Membuat beton tumbuk, 1Pc : 3 Ps : 5 Kr
1. Bahan
- Semen portland 218.0000 Kg x 800.00Rp = 174,400.00Rp
- Pasir beton 0.5200 M3
x 72,750.00Rp = 37,830.00Rp
- Koral beton 0.8700 M x 227,000.00Rp = 197,490.00RpJumlah I = 409,720.00Rp
2. Tenaga
- Pekerja 1.6500 Oh x 32,500.00Rp = 53,625.00Rp- Tukang batu 0.2500 Oh x 50,000.00Rp = 12,500.00Rp- Kepala Tukang 0.0250 Oh x 55,000.00Rp = 1,375.00Rp- Mandor 0.0800 Oh x 55,000.00Rp = 4,400.00Rp
Jumlah II = 71,900.00Rp
= 481,620.00Rp
2. 1 m3
Membuat beton tumbuk, 1Pc : 3 Ps : 6 Kr
1. Bahan
- Semen portland 197.0000 Kg x 800.00Rp = 157,600.00Rp
- Pasir beton 0.4700 M3 x 72,750.00Rp = 34,192.50Rp
- Koral beton 0.9400 M3
x 227,000.00Rp = 213,380.00RpJumlah I = 405,172.50Rp
2. Tenaga
- Pekerja 1.6500 Oh x 32,500.00Rp = 53,625.00Rp- Tukang batu 0.2500 Oh x 50,000.00Rp = 12,500.00Rp- Kepala Tukang 0.0250 Oh x 55,000.00Rp = 1,375.00Rp- Mandor 0.0800 Oh x 55,000.00Rp = 4,400.00Rp
Jumlah II = 71,900.00Rp
= 477,072.50Rp
3. 1 m Membuat beton tumbuk, 1Pc : 4 Ps : 6 Kr
1. Bahan- Semen portland 173.0000 Kg x 800.00Rp = 138,400.00Rp
- Pasir beton 0.5700 M3
x 72,750.00Rp = 41,467.50Rp
- Koral beton 0.8700 M3
x 227,000.00Rp = 197,490.00RpJumlah I = 377,357.50Rp
2. Tenaga
- Pekerja 1.6500 Oh x 32,500.00Rp = 53,625.00Rp- Tukang batu 0.2500 Oh x 50,000.00Rp = 12,500.00Rp- Kepala Tukang 0.0250 Oh x 55,000.00Rp = 1,375.00Rp- Mandor 0.0800 Oh x 55,000.00Rp = 4,400.00Rp
Jumlah II = 71,900.00Rp
= 449,257.50Rp
ANALISA BIAYA KONSTRUKSI PEKERJAAN BETON
Jumlah I + Jumlah II
Jumlah I + Jumlah II
Jumlah I + Jumlah II
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4. 1 m3
Membuat lantai kerja beton tumbuk, 1Pc : 3 Ps : 5 Kr, tebal 5 cm
1. Bahan
- Semen portland 10.0000 Kg x 800.00Rp = 8,000.00Rp
- Pasir beton 0.0260 M3
x 72,750.00Rp = 1,891.50Rp
- Koral beton 0.0440 M3
x 227,000.00Rp = 9,988.00Rp
Jumlah I = 19,879.50Rp
2. Tenaga
- Pekerja 1.1500 Oh x 32,500.00Rp = 37,375.00Rp- Tukang batu 0.0200 Oh x 50,000.00Rp = 1,000.00Rp- Kepala Tukang 0.0020 Oh x 55,000.00Rp = 110.00Rp- Mandor 0.0060 Oh x 55,000.00Rp = 330.00Rp
Jumlah II = 38,815.00Rp
= 58,694.50Rp
5. 1 m3
Membuat beton bertulang, 1Pc : 2 Ps : 3 Kr
1. Bahan
- Semen portland 232.0000 Kg x 800.00Rp = 185,600.00Rp
- Pasir beton 0.5200 M
3
x 72,750.00Rp = 37,830.00Rp- Koral beton 0.7800 M3
x 227,000.00Rp = 177,060.00RpJumlah I = 400,490.00Rp
2. Tenaga
- Pekerja 1.6500 Oh x 32,500.00Rp = 53,625.00Rp- Tukang batu 0.2500 Oh x 50,000.00Rp = 12,500.00Rp- Kepala Tukang 0.0250 Oh x 55,000.00Rp = 1,375.00Rp- Mandor 0.0800 Oh x 55,000.00Rp = 4,400.00Rp
Jumlah II = 71,900.00Rp
= 472,390.00Rp
6. 1 m3
Membuat beton bertulang, 1Pc : 2 Ps : 4 Kr
1. Bahan
- Semen portland 280.0000 Kg x 800.00Rp = 224,000.00Rp
- Pasir beton 0.4500 M3
x 72,750.00Rp = 32,737.50Rp
- Koral beton 0.9000 M3
x 227,000.00Rp = 204,300.00RpJumlah I = 461,037.50Rp
2. Tenaga
- Pekerja 1.6500 Oh x 32,500.00Rp = 53,625.00Rp- Tukang batu 0.2500 Oh x 50,000.00Rp = 12,500.00Rp- Kepala Tukang 0.0250 Oh x 55,000.00Rp = 1,375.00Rp- Mandor 0.0800 Oh x 55,000.00Rp = 4,400.00Rp
Jumlah II = 71,900.00Rp
= 532,937.50Rp
Jumlah I + Jumlah II
Jumlah I + Jumlah II
Jumlah I + Jumlah II
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7. 1 m3
Membuat beton bertulang, 1Pc : 2 Ps : 2,5 Kr
1. Bahan
- Semen portland 352.0000 Kg x 800.00Rp = 281,600.00Rp
- Pasir beton 0.5600 M3
x 72,750.00Rp = 40,740.00Rp
- Koral beton 0.7000 M3
x 227,000.00Rp = 158,900.00Rp
Jumlah I = 481,240.00Rp
2. Tenaga
- Pekerja 1.6500 Oh x 32,500.00Rp = 53,625.00Rp- Tukang batu 0.2500 Oh x 50,000.00Rp = 12,500.00Rp- Kepala Tukang 0.0250 Oh x 55,000.00Rp = 1,375.00Rp- Mandor 0.0800 Oh x 55,000.00Rp = 4,400.00Rp
Jumlah II = 71,900.00Rp
= 553,140.00Rp
8. 1 m3
Membuat beton bertulang, 1Pc : 1,5 Ps : 3 Kr
1. Bahan
- Semen portland 357.0000 Kg x 800.00Rp = 285,600.00Rp
- Pasir beton 0.4200 M
3
x 72,750.00Rp = 30,555.00Rp- Koral beton 0.5400 M3
x 227,000.00Rp = 122,580.00RpJumlah I = 438,735.00Rp
2. Tenaga
- Pekerja 1.6500 Oh x 32,500.00Rp = 53,625.00Rp- Tukang batu 0.2500 Oh x 50,000.00Rp = 12,500.00Rp- Kepala Tukang 0.0250 Oh x 55,000.00Rp = 1,375.00Rp- Mandor 0.0800 Oh x 55,000.00Rp = 4,400.00Rp
Jumlah II = 71,900.00Rp
= 510,635.00Rp
9. 1 m3
Membuat beton bertulang, 1Pc : 1,5 Ps : 2,5 Kr
1. Bahan
- Semen portland 386.0000 Kg x 800.00Rp = 308,800.00Rp
- Pasir beton 0.4700 M3
x 72,750.00Rp = 34,192.50Rp
- Koral beton 0.7800 M3
x 227,000.00Rp = 177,060.00RpJumlah I = 520,052.50Rp
2. Tenaga
- Pekerja 1.6500 Oh x 32,500.00Rp = 53,625.00Rp- Tukang batu 0.2500 Oh x 50,000.00Rp = 12,500.00Rp- Kepala Tukang 0.0250 Oh x 55,000.00Rp = 1,375.00Rp- Mandor 0.0800 Oh x 55,000.00Rp = 4,400.00Rp
Jumlah II = 71,900.00Rp
= 591,952.50RpJumlah I + Jumlah II
Jumlah I + Jumlah II
Jumlah I + Jumlah II
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10. 1 m3
Membuat beton bertulang, 1Pc : 1 Ps : 2 Kr
1. Bahan
- Semen portland 479.0000 Kg x 800.00Rp = 383,200.00Rp
- Pasir beton 0.3700 M3
x 72,750.00Rp = 26,917.50Rp
- Koral beton 0.7400 M3
x 227,000.00Rp = 167,980.00Rp
Jumlah I = 578,097.50Rp
2. Tenaga
- Pekerja 1.6500 Oh x 32,500.00Rp = 53,625.00Rp- Tukang batu 0.2500 Oh x 50,000.00Rp = 12,500.00Rp- Kepala Tukang 0.0250 Oh x 55,000.00Rp = 1,375.00Rp- Mandor 0.0800 Oh x 55,000.00Rp = 4,400.00Rp
Jumlah II = 71,900.00Rp
= 649,997.50Rp
11. 1 m3
Membuat tiang pancang prestressed beton
1. Bahan
- Semen portland 440.0000 Kg x 800.00Rp = 352,000.00Rp
- Pasir beton 0.5000 M
3
x 72,750.00Rp = 36,375.00Rp- Koral beton 0.8000 M3
x 227,000.00Rp = 181,600.00Rp- Rapidrant 2.4600 Gln x 25,000.00Rp = 61,500.00Rp
Jumlah I = 631,475.00Rp
2. Tenaga
- Pekerja 1.6500 Oh x 32,500.00Rp = 53,625.00Rp- Tukang batu 0.2500 Oh x 50,000.00Rp = 12,500.00Rp- Kepala Tukang 0.0250 Oh x 55,000.00Rp = 1,375.00Rp- Mandor 0.0800 Oh x 55,000.00Rp = 4,400.00Rp
Jumlah II = 71,900.00Rp
= 703,375.00Rp
12. 1 m3
Membuat beton dengan puzzdith - 100 XR
1. Bahan
- Semen portland 336.0000 Kg x 800.00Rp = 268,800.00Rp
- Pasir beton 0.5400 M3
x 72,750.00Rp = 39,285.00Rp
- Koral beton 0.8100 M x 227,000.00Rp = 183,870.00Rp- Puzzdith - 100 XR 1.0000 Ltr x 25,000.00Rp = 25,000.00Rp
Jumlah I = 516,955.00Rp
2. Tenaga
- Pekerja 1.6500 Oh x 32,500.00Rp = 53,625.00Rp- Tukang batu 0.2500 Oh x 50,000.00Rp = 12,500.00Rp- Kepala Tukang 0.0250 Oh x 55,000.00Rp = 1,375.00Rp- Mandor 0.0800 Oh x 55,000.00Rp = 4,400.00Rp
Jumlah II = 71,900.00Rp
= 588,855.00Rp
Jumlah I + Jumlah II
Jumlah I + Jumlah II
Jumlah I + Jumlah II
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13. 1 m3
Membuat beton bertulang, 1Pc : 2 Ps : 3 Kr
1. Bahan
- Semen portland 336.0000 Kg x 800.00Rp = 268,800.00Rp
- Pasir beton 0.5400 M3
x 72,750.00Rp = 39,285.00Rp
- Koral beton 0.8100 M3
x 227,000.00Rp = 183,870.00Rp
Jumlah I = 491,955.00Rp
2. Tenaga
- Pekerja 2.0000 Oh x 32,500.00Rp = 65,000.00Rp- Tukang batu 0.3500 Oh x 50,000.00Rp = 17,500.00Rp- Kepala Tukang 0.0350 Oh x 55,000.00Rp = 1,925.00Rp- Mandor 1.0000 Oh x 55,000.00Rp = 55,000.00Rp
Jumlah II = 139,425.00Rp
= 631,380.00Rp
14. 1 m3
Membuat beton bertulang, 1Pc : 2 Ps : 4 Kr
1. Bahan
- Semen portland 291.0000 Kg x 800.00Rp = 232,800.00Rp
- Pasir beton 0.4700 M
3
x 72,750.00Rp = 34,192.50Rp- Koral beton 0.9300 M3
x 227,000.00Rp = 211,110.00RpJumlah I = 478,102.50Rp
2. Tenaga
- Pekerja 2.0000 Oh x 32,500.00Rp = 65,000.00Rp- Tukang batu 0.3500 Oh x 50,000.00Rp = 17,500.00Rp- Kepala Tukang 0.0350 Oh x 55,000.00Rp = 1,925.00Rp- Mandor 1.0000 Oh x 55,000.00Rp = 55,000.00Rp
Jumlah II = 139,425.00Rp
= 617,527.50Rp
15. 1 m3
Membuat beton bertulang, 1Pc : 1,5 Ps : 3 Kr
1. Bahan
- Semen portland 367.0000 Kg x 800.00Rp = 293,600.00Rp
- Pasir beton 0.4400 M3
x 72,750.00Rp = 32,010.00Rp
- Koral beton 0.8800 M3
x 227,000.00Rp = 199,760.00RpJumlah I = 525,370.00Rp
2. Tenaga
- Pekerja 2.0000 Oh x 32,500.00Rp = 65,000.00Rp- Tukang batu 0.3500 Oh x 50,000.00Rp = 17,500.00Rp- Kepala Tukang 0.0350 Oh x 55,000.00Rp = 1,925.00Rp- Mandor 1.0000 Oh x 55,000.00Rp = 55,000.00Rp
Jumlah II = 139,425.00Rp
= 664,795.00Rp
Jumlah I + Jumlah II
Jumlah I + Jumlah II
Jumlah I + Jumlah II
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16. 1 m3
Membuat beton bertulang, 1Pc : 1,5 Ps : 2,5 Kr
1. Bahan
- Semen portland 400.0000 Kg x 800.00Rp = 320,000.00Rp
- Pasir beton 0.4800 M3
x 72,750.00Rp = 34,920.00Rp
- Koral beton 0.8000 M3
x 227,000.00Rp = 181,600.00Rp
Jumlah I = 536,520.00Rp
2. Tenaga
- Pekerja 2.0000 Oh x 32,500.00Rp = 65,000.00Rp- Tukang batu 0.3500 Oh x 50,000.00Rp = 17,500.00Rp- Kepala Tukang 0.0350 Oh x 55,000.00Rp = 1,925.00Rp- Mandor 1.0000 Oh x 55,000.00Rp = 55,000.00Rp
Jumlah II = 139,425.00Rp
= 675,945.00Rp
17. 1 m3
Membuat beton bertulang, 1Pc : 1 Ps : 1 Kr
1. Bahan
- Semen portland 615.0000 Kg x 800.00Rp = 492,000.00Rp
- Pasir beton 0.5200 M
3
x 72,750.00Rp = 37,830.00Rp- Koral beton 0.5200 M3
x 227,000.00Rp = 118,040.00RpJumlah I = 647,870.00Rp
2. Tenaga
- Pekerja 2.0000 Oh x 32,500.00Rp = 65,000.00Rp- Tukang batu 0.3500 Oh x 50,000.00Rp = 17,500.00Rp- Kepala Tukang 0.0350 Oh x 55,000.00Rp = 1,925.00Rp- Mandor 1.0000 Oh x 55,000.00Rp = 55,000.00Rp
Jumlah II = 139,425.00Rp
= 787,295.00Rp
18. 1 m3
Membuat beton kedap air dengan strorox - 100
1. Bahan
- Semen portland 400.0000 Kg x 800.00Rp = 320,000.00Rp
- Pasir beton 0.4800 M3
x 72,750.00Rp = 34,920.00Rp
- Koral beton 2/3 0.8000 M3
x 227,000.00Rp = 181,600.00Rp- Strorox - 100 1.2000 Kg x 25,000.00Rp = 30,000.00Rp
Jumlah I = 566,520.00Rp
2. Tenaga
- Pekerja 2.0000 Oh x 32,500.00Rp = 65,000.00Rp- Tukang batu 0.3500 Oh x 50,000.00Rp = 17,500.00Rp- Kepala Tukang 0.0350 Oh x 55,000.00Rp = 1,925.00Rp- Mandor 1.0000 Oh x 55,000.00Rp = 55,000.00Rp
Jumlah II = 139,425.00Rp
= 705,945.00RpJumlah I + Jumlah II
Jumlah I + Jumlah II
Jumlah I + Jumlah II
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19. 1 m1
Memasang PVC Waterstop lebar 150 mm
1. Bahan
- Waterstop lebar 150 mm 1.0500 M1
x 45,000.00Rp = 47,250.00RpJumlah I = 47,250.00Rp
2. Tenaga- Pekerja 0.0500 Oh x 32,500.00Rp = 1,625.00Rp- Tukang batu 0.0300 Oh x 50,000.00Rp = 1,500.00Rp- Kepala Tukang 0.0030 Oh x 55,000.00Rp = 165.00Rp- Mandor 0.0020 Oh x 55,000.00Rp = 110.00Rp
Jumlah II = 3,400.00Rp
= 50,650.00Rp
20. 1 m1
Memasang PVC Waterstop lebar 200 mm
1. Bahan
- Waterstop lebar 200 mm 1.0500 M1
x 45,000.00Rp = 47,250.00RpJumlah I = 47,250.00Rp
2. Tenaga
- Pekerja 0.0500 Oh x 32,500.00Rp = 1,625.00Rp- Tukang batu 0.0350 Oh x 50,000.00Rp = 1,750.00Rp- Kepala Tukang 0.0035 Oh x 55,000.00Rp = 192.50Rp- Mandor 0.0020 Oh x 55,000.00Rp = 110.00Rp
Jumlah II = 3,677.50Rp
= 50,927.50Rp
21. 1 m Memasang PVC Waterstop lebar 230 mm
1. Bahan
- Waterstop lebar 230 mm 1.0500 M1
x 45,000.00Rp = 47,250.00RpJumlah I = 47,250.00Rp
2. Tenaga
- Pekerja 0.5500 Oh x 32,500.00Rp = 17,875.00Rp- Tukang batu 0.0350 Oh x 50,000.00Rp = 1,750.00Rp- Mandor 0.0030 Oh x 55,000.00Rp = 165.00Rp
Jumlah II = 19,790.00Rp
= 67,040.00Rp
22. 1 m1
Memasang PVC Waterstop lebar 250 mm
1. Bahan
- Waterstop lebar 250 mm 1.0500 M1
x 45,000.00Rp = 47,250.00RpJumlah I = 47,250.00Rp
2. Tenaga
- Pekerja 0.5500 Oh x 32,500.00Rp = 17,875.00Rp
- Tukang batu 0.0350 Oh x 50,000.00Rp = 1,750.00Rp- Mandor 0.0030 Oh x 55,000.00Rp = 165.00Rp
Jumlah II = 19,790.00Rp
= 67,040.00Rp
Jumlah I + Jumlah II
Jumlah I + Jumlah II
Jumlah I + Jumlah II
Jumlah I + Jumlah II
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23. 1 m1
Memasang PVC Waterstop lebar 300 mm
1. Bahan
- Waterstop lebar 300 mm 1.0500 M1
x 45,000.00Rp = 47,250.00RpJumlah I = 47,250.00Rp
2. Tenaga- Pekerja 0.5500 Oh x 32,500.00Rp = 17,875.00Rp- Tukang batu 0.0350 Oh x 50,000.00Rp = 1,750.00Rp- Mandor 0.0030 Oh x 55,000.00Rp = 165.00Rp
Jumlah II = 19,790.00Rp
= 67,040.00Rp
24. 1 m1
Memasang PVC Waterstop lebar 320 mm
1. Bahan
- Waterstop lebar 320 mm 1.0500 M1
x 45,000.00Rp = 47,250.00RpJumlah I = 47,250.00Rp
2. Tenaga
- Pekerja 0.5500 Oh x 32,500.00Rp = 17,875.00Rp- Tukang batu 0.0350 Oh x 50,000.00Rp = 1,750.00Rp- Mandor 0.0030 Oh x 55,000.00Rp = 165.00Rp
Jumlah II = 19,790.00Rp
= 67,040.00Rp
25. 1 Kg Pembesian dengan besi polos atau besi ulir
1. Bahan
- Besi beton(polos/ulir) 1.0500 Kg x 7,000.00Rp = 7,350.00Rp- Kawat beton 0.0150 Kg x 9,750.00Rp = 146.25Rp
Jumlah I = 7,496.25Rp
2. Tenaga
- Pekerja 0.0070 Oh x 32,500.00Rp = 227.50Rp
- Tukang besi 0.0070 Oh x 50,000.00Rp = 350.00Rp- Kepala Tukang 0.0007 Oh x 55,000.00Rp = 38.50Rp- Mandor 0.0003 Oh x 55,000.00Rp = 16.50Rp
Jumlah II = 632.50Rp
= 8,128.75Rp
26. 1 Kg Kabel presstressed polos/strands
1. Bahan
- Besi presstressed polos 1.0500 Kg x 32,000.00Rp = 33,600.00Rp- Kawat beton 0.0100 Kg x 9,750.00Rp = 97.50Rp
Jumlah I = 33,697.50Rp
2. Tenaga
- Pekerja 0.0050 Oh x 32,500.00Rp = 162.50Rp- Tukang besi 0.0050 Oh x 50,000.00Rp = 250.00Rp- Kepala Tukang 0.0005 Oh x 55,000.00Rp = 27.50Rp- Mandor 0.0003 Oh x 55,000.00Rp = 16.50Rp
Jumlah II = 456.50Rp
= 34,154.00RpJumlah I + Jumlah II
Jumlah I + Jumlah II
Jumlah I + Jumlah II
Jumlah I + Jumlah II
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27. 1 Kg Jaring kawat baja
1. Bahan
- Besi jaring kawat baja 1.0200 Kg x 32,000.00Rp = 32,640.00Rp- Kawat beton 0.8050 Kg x 9,750.00Rp = 7,848.75Rp
Jumlah I = 40,488.75Rp
2. Tenaga
- Pekerja 0.0250 Oh x 32,500.00Rp = 812.50Rp- Tukang besi 0.0250 Oh x 50,000.00Rp = 1,250.00Rp- Kepala Tukang 0.0025 Oh x 55,000.00Rp = 137.50Rp- Mandor 0.0015 Oh x 55,000.00Rp = 82.50Rp
Jumlah II = 2,282.50Rp
= 42,771.25Rp
28. 1 m2
Pasang bekisting untuk pondasi
1. Bahan
- Kayu terentang 0.0400 M3
x 900,000.00Rp = 36,000.00Rp- Paku biasa 2" - 5" 0.3000 Kg x 12,000.00Rp = 3,600.00Rp- Minyak bekisting 0.1000 Lt x 1,750.00Rp = 175.00Rp
Jumlah I = 39,775.00Rp
2. Tenaga
- Pekerja 0.3000 Oh x 32,500.00Rp = 9,750.00Rp- Tukang kayu 0.2600 Oh x 50,000.00Rp = 13,000.00Rp- Kepala Tukang 0.0260 Oh x 55,000.00Rp = 1,430.00Rp- Mandor 0.0050 Oh x 55,000.00Rp = 275.00Rp
Jumlah II = 24,455.00Rp
= 64,230.00Rp
Jumlah I + Jumlah II
Jumlah I + Jumlah II
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29. 1 m2
Pasang bekisting untuk sloof
1. Bahan
- Kayu terentang 0.0450 M3
x 900,000.00Rp = 40,500.00Rp- Paku biasa 2" - 5" 0.3000 Kg x 12,000.00Rp = 3,600.00Rp- Minyak bekisting 0.1000 Lt x 1,750.00Rp = 175.00Rp
Jumlah I = 44,275.00Rp
2. Tenaga
- Pekerja 0.3000 Oh x 32,500.00Rp = 9,750.00Rp- Tukang kayu 0.2600 Oh x 50,000.00Rp = 13,000.00Rp- Kepala Tukang 0.0260 Oh x 55,000.00Rp = 1,430.00Rp- Mandor 0.0050 Oh x 55,000.00Rp = 275.00Rp
Jumlah II = 24,455.00Rp
= 68,730.00Rp
30. 1 m2
Pasang bekisting untuk kolom
1. Bahan
- Kayu terentang 0.0400 M3
x 900,000.00Rp = 36,000.00Rp- Paku biasa 2" - 5" 0.4000 Kg x 12,000.00Rp = 4,800.00Rp- Minyak bekisting 0.2000 Lt x 1,750.00Rp = 350.00Rp
- Balok kayu borneo 0.0150 M3
x 900,000.00Rp = 13,500.00Rp- Plywood tebal 9 mm 0.3500 Lbr x 150,000.00Rp = 52,500.00Rp- Dolken kayu galam -8-10/4 2.0000 Btg x 7,500.00Rp = 15,000.00Rp
Jumlah I = 122,150.00Rp
2. Tenaga
- Pekerja 0.3000 Oh x 32,500.00Rp = 9,750.00Rp- Tukang kayu 0.3300 Oh x 50,000.00Rp = 16,500.00Rp- Kepala Tukang 0.0033 Oh x 55,000.00Rp = 181.50Rp- Mandor 0.0060 Oh x 55,000.00Rp = 330.00Rp
Jumlah II = 26,761.50Rp
= 148,911.50Rp
31. 1 m2
Pasang bekisting untuk balok
1. Bahan
- Kayu terentang 0.0400 M3
x 900,000.00Rp = 36,000.00Rp- Paku biasa 2" - 5" 0.4000 Kg x 12,000.00Rp = 4,800.00Rp- Minyak bekisting 0.2000 Lt x 1,750.00Rp = 350.00Rp
- Balok kayu borneo 0.0180 M3
x 900,000.00Rp = 16,200.00Rp- Plywood tebal 9 mm 0.3500 Lbr x 150,000.00Rp = 52,500.00Rp- Dolken kayu galam -8-10/4 2.0000 Btg x 7,500.00Rp = 15,000.00Rp
Jumlah I = 124,850.00Rp
2. Tenaga
- Pekerja 0.3200 Oh x 32,500.00Rp = 10,400.00Rp
- Tukang kayu 0.3300 Oh x 50,000.00Rp = 16,500.00Rp- Kepala Tukang 0.0330 Oh x 55,000.00Rp = 1,815.00Rp- Mandor 0.0060 Oh x 55,000.00Rp = 330.00Rp
Jumlah II = 29,045.00Rp
= 153,895.00Rp
Jumlah I + Jumlah II
Jumlah I + Jumlah II
Jumlah I + Jumlah II
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32. 1 m2
Pasang bekisting untuk lantai
1. Bahan
- Kayu terentang 0.0400 M3
x 900,000.00Rp = 36,000.00Rp- Paku biasa 2" - 5" 0.4000 Kg x 12,000.00Rp = 4,800.00Rp- Minyak bekisting 0.2000 Lt x 1,750.00Rp = 350.00Rp
- Balok kayu borneo 0.0150 M3
x 900,000.00Rp = 13,500.00Rp- Plywood tebal 9 mm 0.3500 Lbr x 150,000.00Rp = 52,500.00Rp- Dolken kayu galam -8-10/4 6.0000 Btg x 7,500.00Rp = 45,000.00Rp
Jumlah I = 152,150.00Rp
2. Tenaga
- Pekerja 0.3200 Oh x 32,500.00Rp = 10,400.00Rp- Tukang kayu 0.3300 Oh x 50,000.00Rp = 16,500.00Rp- Kepala Tukang 0.0330 Oh x 55,000.00Rp = 1,815.00Rp- Mandor 0.0060 Oh x 55,000.00Rp = 330.00Rp
Jumlah II = 29,045.00Rp
= 181,195.00Rp
33. 1 m2
Pasang bekisting untuk dinding
1. Bahan
- Kayu terentang 0.0300 M3
x 900,000.00Rp = 27,000.00Rp- Paku biasa 2" - 5" 0.4000 Kg x 12,000.00Rp = 4,800.00Rp- Minyak bekisting 0.2000 Lt x 1,750.00Rp = 350.00Rp
- Balok kayu borneo 0.0200 M3
x 900,000.00Rp = 18,000.00Rp- Plywood tebal 9 mm 0.3500 Lbr x 150,000.00Rp = 52,500.00Rp- Dolken kayu galam -8-10/4 3.0000 Btg x 7,500.00Rp = 22,500.00Rp- Formtie/penjaga jarak bekisti 4.0000 Bh x 25,000.00Rp = 100,000.00Rp
Jumlah I = 225,150.00Rp
2. Tenaga
- Pekerja 0.3200 Oh x 32,500.00Rp = 10,400.00Rp- Tukang kayu 0.3300 Oh x 50,000.00Rp = 16,500.00Rp
- Kepala Tukang 0.0330 Oh x 55,000.00Rp = 1,815.00Rp- Mandor 0.0060 Oh x 55,000.00Rp = 330.00Rp
` Jumlah II = 29,045.00Rp= 254,195.00Rp
34. 1 m2
Pasang bekisting untuk tangga
1. Bahan
- Kayu terentang 0.0300 M3
x 900,000.00Rp = 27,000.00Rp- Paku biasa 2" - 5" 0.4000 Kg x 12,000.00Rp = 4,800.00Rp- Minyak bekisting 0.1500 Lt x 1,750.00Rp = 262.50Rp
- Balok kayu borneo 0.0150 M3
x 900,000.00Rp = 13,500.00Rp- Plywood tebal 9 mm 0.3500 Lbr x 150,000.00Rp = 52,500.00Rp- Dolken kayu galam -8-10/4 2.0000 Btg x 7,500.00Rp = 15,000.00Rp
Jumlah I = 113,062.50Rp
2. Tenaga
- Pekerja 0.3200 Oh x 32,500.00Rp = 10,400.00Rp- Tukang batu 0.3300 Oh x 50,000.00Rp = 16,500.00Rp- Kepala Tukang 0.0330 Oh x 55,000.00Rp = 1,815.00Rp- Mandor 0.0060 Oh x 55,000.00Rp = 330.00Rp
Jumlah II = 29,045.00Rp
= 142,107.50Rp
Jumlah I + Jumlah II
Jumlah I + Jumlah II
Jumlah I + Jumlah II
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35. 1 m3
Membuat beton dengan mutu K 225
1. Bahan
- Semen portland 388.0000 Kg x 800.00Rp = 310,400.00Rp
- Pasir beton 0.6500 M3
x 72,750.00Rp = 47,287.50Rp
- Koral beton 0.6500 M3
x 227,000.00Rp = 147,550.00Rp
Jumlah I = 505,237.50Rp
2. Tenaga
- Pekerja 6.0000 Oh x 32,500.00Rp = 195,000.00Rp- Tukang batu 1.0000 Oh x 50,000.00Rp = 50,000.00Rp- Kepala Tukang 0.1000 Oh x 55,000.00Rp = 5,500.00Rp- Mandor 0.3000 Oh x 55,000.00Rp = 16,500.00Rp
Jumlah II = 267,000.00Rp
= 772,237.50Rp
36. 1 m3
Membuat beton dengan mutu K 275
1. Bahan
- Semen portland 400.0000 Kg x 800.00Rp = 320,000.00Rp
- Pasir beton 0.4000 M
3
x 72,750.00Rp = 29,100.00Rp- Koral beton 0.8200 M3
x 227,000.00Rp = 186,140.00RpJumlah I = 535,240.00Rp
2. Tenaga
- Pekerja 6.0000 Oh x 32,500.00Rp = 195,000.00Rp- Tukang batu 1.0000 Oh x 50,000.00Rp = 50,000.00Rp- Kepala Tukang 0.1000 Oh x 55,000.00Rp = 5,500.00Rp- Mandor 0.3000 Oh x 55,000.00Rp = 16,500.00Rp
Jumlah II = 267,000.00Rp
= 802,240.00RpJumlah I + Jumlah II
Jumlah I + Jumlah II
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37. 1 m2
Pasang jembatan cor
1. Bahan
- Kayu terentang 0.0264 M3
x 900,000.00Rp = 23,760.00Rp- Paku biasa 2" - 5" 0.6000 Kg x 12,000.00Rp = 7,200.00Rp- Dolken kayu galam -8-10/4 0.5000 Btg x 7,500.00Rp = 3,750.00Rp
Jumlah I = 34,710.00Rp
2. Tenaga
- Pekerja 0.1500 Oh x 32,500.00Rp = 4,875.00Rp- Tukang batu 0.0500 Oh x 50,000.00Rp = 2,500.00Rp- Kepala Tukang 0.0050 Oh x 55,000.00Rp = 275.00Rp- Mandor 0.0070 Oh x 55,000.00Rp = 385.00Rp
Jumlah II = 8,035.00Rp
= 42,745.00Rp
38. 1 m3
Membuat pondasi beton bertulang (150 kg besi + bekisting)
1. Bahan
- Kayu terentang 0.2000 M3
x 900,000.00Rp = 180,000.00Rp- Paku biasa 2" - 5" 1.5000 Kg x 12,000.00Rp = 18,000.00Rp- Minyak bekisting 0.4000 Lt x 1,750.00Rp = 700.00Rp- Besi beton polos 150.0000 Kg x 7,000.00Rp = 1,050,000.00Rp- Kawat beton 2.2500 Kg x 9,750.00Rp = 21,937.50Rp- Semen portland 323.0000 Kg x 800.00Rp = 258,400.00Rp
- Pasir beton 0.5200 M3
x 72,750.00Rp = 37,830.00Rp
- Koral beton 0.7800 M3
x 227,000.00Rp = 177,060.00RpJumlah I = 1,743,927.50Rp
2. Tenaga
- Pekerja 3.9000 Oh x 32,500.00Rp = 126,750.00Rp- Tukang batu 0.3500 Oh x 50,000.00Rp = 17,500.00Rp- Tukang kayu 1.0400 Oh x 50,000.00Rp = 52,000.00Rp- Tukang besi 1.0500 Oh x 50,000.00Rp = 52,500.00Rp
- Kepala Tukang 0.2450 Oh x 55,000.00Rp = 13,475.00Rp- Mandor 0.1650 Oh x 55,000.00Rp = 9,075.00Rp
` Jumlah II = 271,300.00Rp= 2,015,227.50Rp
Jumlah I + Jumlah II
Jumlah I + Jumlah II
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39. 1 m3
Membuat sloof beton bertulang (200 kg besi + bekisting)
1. Bahan
- Kayu terentang 0.2700 M3
x 900,000.00Rp = 243,000.00Rp- Paku biasa 2" - 5" 2.0000 Kg x 12,000.00Rp = 24,000.00Rp- Minyak bekisting 0.6000 Lt x 1,750.00Rp = 1,050.00Rp
- Besi beton polos 200.0000 Kg x 7,000.00Rp = 1,400,000.00Rp- Kawat beton 3.0000 Kg x 9,750.00Rp = 29,250.00Rp- Semen portland 323.0000 Kg x 800.00Rp = 258,400.00Rp
- Pasir beton 0.5200 M3
x 72,750.00Rp = 37,830.00Rp
- Koral beton 0.7800 M3
x 227,000.00Rp = 177,060.00RpJumlah I = 2,170,590.00Rp
2. Tenaga
- Pekerja 4.8500 Oh x 32,500.00Rp = 157,625.00Rp- Tukang batu 0.3500 Oh x 50,000.00Rp = 17,500.00Rp- Tukang kayu 1.5600 Oh x 50,000.00Rp = 78,000.00Rp- Tukang besi 1.4000 Oh x 50,000.00Rp = 70,000.00Rp- Kepala Tukang 0.3310 Oh x 55,000.00Rp = 18,205.00Rp- Mandor 0.1700 Oh x 55,000.00Rp = 9,350.00Rp
` Jumlah II = 350,680.00Rp= 2,521,270.00Rp
40. 1 m3
Membuat kolom beton bertulang (300 kg besi + bekisting)
1. Bahan
- Kayu terentang 0.4000 M3
x 900,000.00Rp = 360,000.00Rp- Paku biasa 2" - 5" 4.0000 Kg x 12,000.00Rp = 48,000.00Rp- Minyak bekisting 2.0000 Lt x 1,750.00Rp = 3,500.00Rp- Besi beton polos 300.0000 Kg x 7,000.00Rp = 2,100,000.00Rp- Kawat beton 4.5000 Kg x 9,750.00Rp = 43,875.00Rp- Semen portland 323.0000 Kg x 800.00Rp = 258,400.00Rp
- Pasir beton 0.5200 M3
x 72,750.00Rp = 37,830.00Rp
- Koral beton 0.7800M3
x 227,000.00Rp = 177,060.00Rp- Kayu borneo balok 0.1500 M3
x 900,000.00Rp = 135,000.00Rp- Plywood 9 mm 3.5000 Lbr x 150,000.00Rp = 525,000.00Rp
- Dolken -8-10/4 m 20.0000 Btg x 7,500.00Rp = 150,000.00RpJumlah I = 3,838,665.00Rp
2. Tenaga
- Pekerja 7.3000 Oh x 32,500.00Rp = 237,250.00Rp- Tukang batu 0.3500 Oh x 50,000.00Rp = 17,500.00Rp- Tukang kayu 3.3000 Oh x 50,000.00Rp = 165,000.00Rp- Tukang besi 2.1000 Oh x 50,000.00Rp = 105,000.00Rp- Kepala Tukang 0.5700 Oh x 55,000.00Rp = 31,350.00Rp- Mandor 0.2500 Oh x 55,000.00Rp = 13,750.00Rp
Jumlah II = 569,850.00Rp
= 4,408,515.00Rp
Jumlah I + Jumlah II
Jumlah I + Jumlah II
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41. 1 m3
Membuat balok beton bertulang (200 kg besi + bekisting)
1. Bahan
- Kayu terentang 0.3200 M3
x 900,000.00Rp = 288,000.00Rp- Paku biasa 2" - 5" 3.2000 Kg x 12,000.00Rp = 38,400.00Rp- Minyak bekisting 1.6000 Lt x 1,750.00Rp = 2,800.00Rp
- Besi beton polos 200.0000 Kg x 7,000.00Rp = 1,400,000.00Rp- Kawat beton 3.0000 Kg x 9,750.00Rp = 29,250.00Rp- Semen portland 323.0000 Kg x 800.00Rp = 258,400.00Rp
- Pasir beton 0.5200 M3
x 72,750.00Rp = 37,830.00Rp
- Koral beton 0.7800 M3
x 227,000.00Rp = 177,060.00Rp
- Kayu borneo balok 0.1400 M3
x 900,000.00Rp = 126,000.00Rp- Plywood 9 mm 2.8000 Lbr x 150,000.00Rp = 420,000.00Rp- Dolken -8-10/4 m 16.0000 Btg x 7,500.00Rp = 120,000.00Rp
Jumlah I = 2,897,740.00Rp
2. Tenaga
- Pekerja 5.9600 Oh x 32,500.00Rp = 193,700.00Rp- Tukang batu 0.3500 Oh x 50,000.00Rp = 17,500.00Rp
- Tukang kayu 2.8000 Oh x 50,000.00Rp = 140,000.00Rp- Tukang besi 1.4000 Oh x 50,000.00Rp = 70,000.00Rp- Kepala Tukang 0.4550 Oh x 55,000.00Rp = 25,025.00Rp- Mandor 0.2080 Oh x 55,000.00Rp = 11,440.00Rp
Jumlah II = 457,665.00Rp
= 3,355,405.00Rp
42. 1 m3
Membuat balok beton bertulang (150 kg besi + bekisting)
1. Bahan
- Kayu terentang 0.3200 M3
x 900,000.00Rp = 288,000.00Rp- Paku biasa 2" - 5" 3.2000 Kg x 12,000.00Rp = 38,400.00Rp- Minyak bekisting 1.6000 Lt x 1,750.00Rp = 2,800.00Rp- Besi beton polos 150.0000 Kg x 7,000.00Rp = 1,050,000.00Rp- Kawat beton 2.2500 Kg x 9,750.00Rp = 21,937.50Rp- Semen portland 323.0000 Kg x 800.00Rp = 258,400.00Rp
- Pasir beton 0.5200 M3
x 72,750.00Rp = 37,830.00Rp
- Koral beton 0.7800 M3
x 227,000.00Rp = 177,060.00Rp
- Kayu borneo balok 0.1200 M x 900,000.00Rp = 108,000.00Rp- Plywood 9 mm 2.8000 Lbr x 150,000.00Rp = 420,000.00Rp- Dolken -8-10/4 m 32.0000 Btg x 7,500.00Rp = 240,000.00Rp
Jumlah I = 2,642,427.50Rp
2. Tenaga
- Pekerja 5.8000 Oh x 32,500.00Rp = 188,500.00Rp- Tukang batu 0.3500 Oh x 50,000.00Rp = 17,500.00Rp- Tukang kayu 2.8000 Oh x 50,000.00Rp = 140,000.00Rp- Tukang besi 1.0500 Oh x 50,000.00Rp = 52,500.00Rp- Kepala Tukang 0.4200 Oh x 55,000.00Rp = 23,100.00Rp- Mandor 0.1850 Oh x 55,000.00Rp = 10,175.00Rp
Jumlah II = 431,775.00Rp
= 3,074,202.50Rp
Jumlah I + Jumlah II
Jumlah I + Jumlah II
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43. 1 m3
Membuat dinding beton bertulang (150 kg besi + bekisting)
1. Bahan
- Kayu terentang 0.2400 M3
x 900,000.00Rp = 216,000.00Rp- Paku biasa 2" - 5" 3.2000 Kg x 12,000.00Rp = 38,400.00Rp- Minyak bekisting 1.6000 Lt x 1,750.00Rp = 2,800.00Rp
- Besi beton polos 150.0000 Kg x 7,000.00Rp = 1,050,000.00Rp- Kawat beton 2.2500 Kg x 9,750.00Rp = 21,937.50Rp- Semen portland 323.0000 Kg x 800.00Rp = 258,400.00Rp
- Pasir beton 0.5200 M3
x 72,750.00Rp = 37,830.00Rp
- Koral beton 0.7800 M3
x 227,000.00Rp = 177,060.00Rp
- Kayu borneo balok 0.1600 M3
x 900,000.00Rp = 144,000.00Rp- Plywood 9 mm 2.8000 Lbr x 150,000.00Rp = 420,000.00Rp- Dolken -8-10/4 m 24.0000 Btg x 7,500.00Rp = 180,000.00Rp
Jumlah I = 2,546,427.50Rp
2. Tenaga
- Pekerja 5.6000 Oh x 32,500.00Rp = 182,000.00Rp- Tukang batu 0.3500 Oh x 50,000.00Rp = 17,500.00Rp
- Tukang kayu 2.6400 Oh x 50,000.00Rp = 132,000.00Rp- Tukang besi 1.0500 Oh x 50,000.00Rp = 52,500.00Rp- Kepala Tukang 0.4000 Oh x 55,000.00Rp = 22,000.00Rp- Mandor 0.1930 Oh x 55,000.00Rp = 10,615.00Rp
Jumlah II = 416,615.00Rp
= 2,963,042.50Rp
44. 1 m3
Membuat tangga beton bertulang (200 kg besi + bekisting)
1. Bahan
- Kayu terentang 0.2500 M3
x 900,000.00Rp = 225,000.00Rp- Paku biasa 2" - 5" 3.0000 Kg x 12,000.00Rp = 36,000.00Rp- Minyak bekisting 1.2000 Lt x 1,750.00Rp = 2,100.00Rp- Besi beton polos 200.0000 Kg x 7,000.00Rp = 1,400,000.00Rp- Kawat beton 3.0000 Kg x 9,750.00Rp = 29,250.00Rp- Semen portland 323.0000 Kg x 800.00Rp = 258,400.00Rp
- Pasir beton 0.5200 M3
x 72,750.00Rp = 37,830.00Rp
- Koral beton 0.7800 M3
x 227,000.00Rp = 177,060.00Rp
- Kayu borneo balok 0.1050 M x 900,000.00Rp = 94,500.00Rp- Plywood 9 mm 2.5000 Lbr x 150,000.00Rp = 375,000.00Rp- Dolken -8-10/4 m 14.0000 Btg x 7,500.00Rp = 105,000.00Rp
Jumlah I = 2,740,140.00Rp
2. Tenaga
- Pekerja 5.6000 Oh x 32,500.00Rp = 182,000.00Rp- Tukang batu 0.3500 Oh x 50,000.00Rp = 17,500.00Rp- Tukang kayu 2.3000 Oh x 50,000.00Rp = 115,000.00Rp- Tukang besi 1.4000 Oh x 50,000.00Rp = 70,000.00Rp- Kepala Tukang 0.4050 Oh x 55,000.00Rp = 22,275.00Rp- Mandor 0.2020 Oh x 55,000.00Rp = 11,110.00Rp
Jumlah II = 417,885.00Rp
= 3,158,025.00Rp
Jumlah I + Jumlah II
Jumlah I + Jumlah II
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45. 1 m1
Membuat kolom penguat beton bertulang (11 x 11) cm
1. Bahan
- Kayu terentang 0.0020 M3
x 900,000.00Rp = 1,800.00Rp- Paku biasa 2" - 5" 0.0100 Kg x 12,000.00Rp = 120.00Rp- Besi beton polos 3.0000 Kg x 7,000.00Rp = 21,000.00Rp
- Kawat beton 0.4500 Kg x 9,750.00Rp = 4,387.50Rp- Semen portland 4.0000 Kg x 800.00Rp = 3,200.00Rp
- Pasir beton 0.0060 M3
x 72,750.00Rp = 436.50Rp
- Koral beton 0.0090 M3
x 227,000.00Rp = 2,043.00RpJumlah I = 32,987.00Rp
2. Tenaga
- Pekerja 0.0600 Oh x 32,500.00Rp = 1,950.00Rp- Tukang batu 0.0200 Oh x 50,000.00Rp = 1,000.00Rp- Tukang kayu 0.0200 Oh x 50,000.00Rp = 1,000.00Rp- Tukang besi 0.0200 Oh x 50,000.00Rp = 1,000.00Rp- Kepala Tukang 0.0060 Oh x 55,000.00Rp = 330.00Rp- Mandor 0.0030 Oh x 55,000.00Rp = 165.00Rp
Jumlah II = 5,445.00Rp
= 38,432.00Rp
46. 1 m Membuat ring balok beton bertulang (10 x 15) cm
1. Bahan
- Kayu albasiah 0.0030 M3
x 900,000.00Rp = 2,700.00Rp- Paku biasa 2" - 5" 0.0200 Kg x 12,000.00Rp = 240.00Rp- Besi beton polos 3.6000 Kg x 7,000.00Rp = 25,200.00Rp- Kawat beton 0.0500 Kg x 9,750.00Rp = 487.50Rp- Semen portland 5.5000 Kg x 800.00Rp = 4,400.00Rp
- Pasir beton 0.0090 M3
x 72,750.00Rp = 654.75Rp
- Koral beton 0.0150 M3
x 227,000.00Rp = 3,405.00RpJumlah I = 37,087.25Rp
2. Tenaga
- Pekerja 0.1000 Oh x 32,500.00Rp = 3,250.00Rp- Tukang batu 0.0330 Oh x 50,000.00Rp = 1,650.00Rp- Tukang kayu 0.0330 Oh x 50,000.00Rp = 1,650.00Rp- Tukang besi 0.0330 Oh x 50,000.00Rp = 1,650.00Rp- Kepala Tukang 0.0100 Oh x 55,000.00Rp = 550.00Rp- Mandor 0.0050 Oh x 55,000.00Rp = 275.00Rp
Jumlah II = 9,025.00Rp
= 46,112.25RpJumlah I + Jumlah II
Jumlah I + Jumlah II
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4.36
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5.60
1000
280
56075
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6.46
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6.46
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1. 1 m2
Pasangan bata merah tebal 1 bata, 1 Pc : 1 Ps
1. Bahan
- Bata merah 5 x 11 x 22 Cm 140.0000 Bh x 300.00Rp = 42,000.00Rp- Semen portland 64.0300 Kg x 800.00Rp = 51,224.00Rp
- Pasir pasang 0.0590 M
3
x 72,750.00Rp = 4,292.25RpJumlah = 97,516.25Rp
2. Tenaga
- Pekerja 0.6500 Oh x 32,500.00Rp = 21,125.00Rp- Tukang Batu 0.2000 Oh x 50,000.00Rp = 10,000.00Rp- Kepala Tukang 0.0200 Oh x 55,000.00Rp = 1,100.00Rp- Mandor 0.0300 Oh x 55,000.00Rp = 1,650.00Rp
Jumlah = 33,875.00Rp
= 131,391.25Rp
2. 1 m2
Pasangan bata merah tebal 1 bata, 1 Pc : 2 Ps
1. Bahan
- Bata merah 5 x 11 x 22 Cm 140.0000 Bh x 300.00Rp = 42,000.00Rp- Semen portland 43.5000 Kg x 800.00Rp = 34,800.00Rp
- Pasir pasang 0.0800 M3
x 72,750.00Rp = 5,820.00RpJumlah = 82,620.00Rp
2. Tenaga
- Pekerja 0.6500 Oh x 32,500.00Rp = 21,125.00Rp- Tukang Batu 0.2000 Oh x 50,000.00Rp = 10,000.00Rp- Kepala Tukang 0.0200 Oh x 55,000.00Rp = 1,100.00Rp- Mandor 0.0300 Oh x 55,000.00Rp = 1,650.00Rp
Jumlah = 33,875.00Rp
= 116,495.00Rp
3. 1 m Pasangan bata merah tebal 1 bata, 1 Pc : 3 Ps
1. Bahan- Bata merah 5 x 11 x 22 Cm 140.0000 Bh x 300.00Rp = 42,000.00Rp- Semen portland 32.9500 Kg x 800.00Rp = 26,360.00Rp
- Pasir pasang 0.0910 M3
x 72,750.00Rp = 6,620.25RpJumlah = 74,980.25Rp
2. Tenaga
- Pekerja 0.6500 Oh x 32,500.00Rp = 21,125.00Rp- Tukang Batu 0.2000 Oh x 50,000.00Rp = 10,000.00Rp- Kepala Tukang 0.0200 Oh x 55,000.00Rp = 1,100.00Rp- Mandor 0.0300 Oh x 55,000.00Rp = 1,650.00Rp
Jumlah = 33,875.00Rp
= 108,855.25Rp
ANALISA BIAYA KONSTRUKSI PEKERJAAN DINDING
Jumlah I + Jumlah II
Jumlah I + Jumlah II
Jumlah I + Jumlah II
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4. 1 m2
Pasangan bata merah tebal 1 bata, 1 Pc : 4 Ps
1. Bahan
- Bata merah 5 x 11 x 22 Cm 140.0000 Bh x 300.00Rp = 42,000.00Rp- Semen portland 26.5500 Kg x 800.00Rp = 21,240.00Rp
- Pasir pasang 0.0930 M3
x 72,750.00Rp = 6,765.75Rp
Jumlah = 70,005.75Rp
2. Tenaga
- Pekerja 0.6500 Oh x 32,500.00Rp = 21,125.00Rp- Tukang Batu 0.2000 Oh x 50,000.00Rp = 10,000.00Rp- Kepala Tukang 0.0200 Oh x 55,000.00Rp = 1,100.00Rp- Mandor 0.0300 Oh x 55,000.00Rp = 1,650.00Rp
Jumlah = 33,875.00Rp
= 103,880.75Rp
5. 1 m2
Pasangan bata merah tebal 1 bata, 1 Pc : 5 Ps
1. Bahan
- Bata merah 5 x 11 x 22 Cm 140.0000 Bh x 300.00Rp = 42,000.00Rp- Semen portland 22.2000 Kg x 800.00Rp = 17,760.00Rp
- Pasir pasang 0.1020 M3 x 72,750.00Rp = 7,420.50RpJumlah = 67,180.50Rp
2. Tenaga
- Pekerja 0.6500 Oh x 32,500.00Rp = 21,125.00Rp- Tukang Batu 0.2000 Oh x 50,000.00Rp = 10,000.00Rp- Kepala Tukang 0.0200 Oh x 55,000.00Rp = 1,100.00Rp- Mandor 0.0300 Oh x 55,000.00Rp = 1,650.00Rp
Jumlah = 33,875.00Rp
= 101,055.50Rp
6. 1 m2
Pasangan bata merah tebal 1 bata, 1 Pc : 6 Ps
1. Bahan
- Bata merah 5 x 11 x 22 Cm 140.0000 Bh x 300.00Rp = 42,000.00Rp- Semen portland 22.2000 Kg x 800.00Rp = 17,760.00Rp
- Pasir pasang 0.1020 M3
x 72,750.00Rp = 7,420.50RpJumlah = 67,180.50Rp
2. Tenaga
- Pekerja 0.6500 Oh x 32,500.00Rp = 21,125.00Rp- Tukang Batu 0.2000 Oh x 50,000.00Rp = 10,000.00Rp- Kepala Tukang 0.0200 Oh x 55,000.00Rp = 1,100.00Rp- Mandor 0.0300 Oh x 55,000.00Rp = 1,650.00Rp
Jumlah = 33,875.00Rp
= 101,055.50Rp
Jumlah I + Jumlah II
Jumlah I + Jumlah II
Jumlah I + Jumlah II
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7. 1 m2
Pasangan bata merah tebal 1 bata, 1 Pc : 3 Kp : 10 Ps
1. Bahan
- Bata merah 5 x 11 x 22 Cm 140.0000 Bh x 300.00Rp = 42,000.00Rp- Semen portland 10.0800 Kg x 800.00Rp = 8,064.00Rp
- Pasir pasang 0.0925 M3
x 72,750.00Rp = 6,729.38Rp
- Kapur Pasang 0.0275 M3
x 5,000.00Rp = 137.50RpJumlah = 56,930.88Rp
2. Tenaga
- Pekerja 0.6500 Oh x 32,500.00Rp = 21,125.00Rp- Tukang Batu 0.2000 Oh x 50,000.00Rp = 10,000.00Rp- Kepala Tukang 0.0200 Oh x 55,000.00Rp = 1,100.00Rp- Mandor 0.0300 Oh x 55,000.00Rp = 1,650.00Rp
Jumlah = 33,875.00Rp
= 90,805.88Rp
8. 1 m Pasangan bata merah tebal bata, 1 Pc : 1 Ps
1. Bahan
- Bata merah 5 x 11 x 22 Cm 70.0000 Bh x 300.00Rp = 21,000.00Rp- Semen portland 27.8000 Kg x 800.00Rp = 22,240.00Rp
- Pasir pasang 0.0280 M3
x 72,750.00Rp = 2,037.00RpJumlah = 45,277.00Rp
2. Tenaga
- Pekerja 0.3200 Oh x 32,500.00Rp = 10,400.00Rp- Tukang Batu 0.1000 Oh x 50,000.00Rp = 5,000.00Rp- Kepala Tukang 0.0100 Oh x 55,000.00Rp = 550.00Rp- Mandor 0.0150 Oh x 55,000.00Rp = 825.00Rp
Jumlah = 16,775.00Rp
= 62,052.00Rp
9. 1 m Pasangan bata merah tebal bata, 1 Pc : 2 Ps
1. Bahan- Bata merah 5 x 11 x 22 Cm 70.0000 Bh x 300.00Rp = 21,000.00Rp- Semen portland 18.9500 Kg x 800.00Rp = 15,160.00Rp
- Pasir pasang 0.0380 M3
x 72,750.00Rp = 2,764.50RpJumlah = 38,924.50Rp
2. Tenaga
- Pekerja 0.3200 Oh x 32,500.00Rp = 10,400.00Rp- Tukang Batu 0.1000 Oh x 50,000.00Rp = 5,000.00Rp- Kepala Tukang 0.0100 Oh x 55,000.00Rp = 550.00Rp- Mandor 0.0150 Oh x 55,000.00Rp = 825.00Rp
Jumlah = 16,775.00Rp
= 55,699.50Rp
Jumlah I + Jumlah II
Jumlah I + Jumlah II
Jumlah I + Jumlah II
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10. 1 m2
Pasangan bata merah tebal bata, 1 Pc : 3 Ps
1. Bahan
- Bata merah 5 x 11 x 22 Cm 70.0000 Bh x 300.00Rp = 21,000.00Rp- Semen portland 14.3700 Kg x 800.00Rp = 11,496.00Rp
- Pasir pasang 0.0400 M3
x 72,750.00Rp = 2,910.00Rp
Jumlah = 35,406.00Rp
2. Tenaga
- Pekerja 0.3200 Oh x 32,500.00Rp = 10,400.00Rp- Tukang Batu 0.1000 Oh x 50,000.00Rp = 5,000.00Rp- Kepala Tukang 0.0100 Oh x 55,000.00Rp = 550.00Rp- Mandor 0.0150 Oh x 55,000.00Rp = 825.00Rp
Jumlah = 16,775.00Rp
= 52,181.00Rp
11. 1 m2
Pasangan bata merah tebal bata, 1 Pc : 4 Ps
1. Bahan
- Bata merah 5 x 11 x 22 Cm 70.0000 Bh x 300.00Rp = 21,000.00Rp- Semen portland 11.5000 Kg x 800.00Rp = 9,200.00Rp
- Pasir pasang 0.0430 M3 x 72,750.00Rp = 3,128.25RpJumlah = 33,328.25Rp
2. Tenaga
- Pekerja 0.3200 Oh x 32,500.00Rp = 10,400.00Rp- Tukang Batu 0.1000 Oh x 50,000.00Rp = 5,000.00Rp- Kepala Tukang 0.0100 Oh x 55,000.00Rp = 550.00Rp- Mandor 0.0150 Oh x 55,000.00Rp = 825.00Rp
Jumlah = 16,775.00Rp
= 50,103.25Rp
12. 1 m2
Pasangan bata merah tebal bata, 1 Pc : 5 Ps
1. Bahan
- Bata merah 5 x 11 x 22 Cm 70.0000 Bh x 300.00Rp = 21,000.00Rp- Semen portland 9.6800 Kg x 800.00Rp = 7,744.00Rp
- Pasir pasang 0.0450 M3
x 72,750.00Rp = 3,273.75RpJumlah = 32,017.75Rp
2. Tenaga
- Pekerja 0.3200 Oh x 32,500.00Rp = 10,400.00Rp- Tukang Batu 0.1000 Oh x 50,000.00Rp = 5,000.00Rp- Kepala Tukang 0.0100 Oh x 55,000.00Rp = 550.00Rp- Mandor 0.0150 Oh x 55,000.00Rp = 825.00Rp
Jumlah = 16,775.00Rp
= 48,792.75Rp
Jumlah I + Jumlah II
Jumlah I + Jumlah II
Jumlah I + Jumlah II
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13. 1 m2
Pasangan bata merah tebal bata, 1 Pc : 6 Ps
1. Bahan
- Bata merah 5 x 11 x 22 Cm 70.0000 Bh x 300.00Rp = 21,000.00Rp- Semen portland 8.3200 Kg x 800.00Rp = 6,656.00Rp
- Pasir pasang 0.0490 M3
x 72,750.00Rp = 3,564.75Rp
Jumlah = 31,220.75Rp
2. Tenaga
- Pekerja 0.3200 Oh x 32,500.00Rp = 10,400.00Rp- Tukang Batu 0.1000 Oh x 50,000.00Rp = 5,000.00Rp- Kepala Tukang 0.0100 Oh x 55,000.00Rp = 550.00Rp- Mandor 0.0150 Oh x 55,000.00Rp = 825.00Rp
Jumlah = 16,775.00Rp
= 47,995.75Rp
14. 1 m2
Pasangan bata merah tebal bata, 1 Pc : 8 Ps
1. Bahan
- Bata merah 5 x 11 x 22 Cm 70.0000 Bh x 300.00Rp = 21,000.00Rp- Semen portland 6.5000 Kg x 800.00Rp = 5,200.00Rp
- Pasir pasang 0.0500 M3 x 72,750.00Rp = 3,637.50RpJumlah = 29,837.50Rp
2. Tenaga
- Pekerja 0.3200 Oh x 32,500.00Rp = 10,400.00Rp- Tukang Batu 0.1000 Oh x 50,000.00Rp = 5,000.00Rp- Kepala Tukang 0.0100 Oh x 55,000.00Rp = 550.00Rp- Mandor 0.0150 Oh x 55,000.00Rp = 825.00Rp
Jumlah = 16,775.00Rp
= 46,612.50Rp
15. 1 m2
Pasangan bata merah tebal bata, 1 Pc : 3 Kp : 10 Ps
1. Bahan
- Bata merah 5 x 11 x 22 Cm 70.0000 Bh x 300.00Rp = 21,000.00Rp- Semen portland 4.5000 Kg x 800.00Rp = 3,600.00Rp
- Pasir pasang 0.0500 M3
x 72,750.00Rp = 3,637.50Rp
- Kapur Padam 0.0150 M3
x 5,000.00Rp = 75.00RpJumlah = 28,312.50Rp
2. Tenaga
- Pekerja 0.3200 Oh x 32,500.00Rp = 10,400.00Rp- Tukang Batu 0.1000 Oh x 50,000.00Rp = 5,000.00Rp- Kepala Tukang 0.0100 Oh x 55,000.00Rp = 550.00Rp- Mandor 0.0150 Oh x 55,000.00Rp = 825.00Rp
Jumlah = 16,775.00Rp
= 45,087.50Rp
Jumlah I + Jumlah II
Jumlah I + Jumlah II
Jumlah I + Jumlah II
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16. 1 m2
Pasangan bata merah tebal bata, 1 Kp : 1 Sm : 1 Ps
1. Bahan
- Bata merah 5 x 11 x 22 Cm 70.0000 Bh x 300.00Rp = 21,000.00Rp- Semen merah 0.0180 Kg x 800.00Rp = 14.40Rp
- Pasir pasang 0.0180 M3
x 72,750.00Rp = 1,309.50Rp
- Kapur padam 0.0180 M3
x 5,000.00Rp = 90.00RpJumlah = 22,413.90Rp
2. Tenaga
- Pekerja 0.3200 Oh x 32,500.00Rp = 10,400.00Rp- Tukang Batu 0.1000 Oh x 50,000.00Rp = 5,000.00Rp- Kepala Tukang 0.0100 Oh x 55,000.00Rp = 550.00Rp- Mandor 0.0150 Oh x 55,000.00Rp = 825.00Rp
Jumlah = 16,775.00Rp
= 39,188.90Rp
17. 1 m Pasangan bata merah tebal bata, 1 Kp : 1 Sm : 2 Ps
1. Bahan
- Bata merah 5 x 11 x 22 Cm 70.0000 Bh x 300.00Rp = 21,000.00Rp- Semen merah 0.0140 Kg x 800.00Rp = 11.20Rp
- Pasir pasang 0.0280 M3
x 72,750.00Rp = 2,037.00Rp
- Kapur padam 0.0140 M3
x 5,000.00Rp = 70.00RpJumlah = 23,118.20Rp
2. Tenaga
- Pekerja 0.3200 Oh x 32,500.00Rp = 10,400.00Rp- Tukang Batu 0.1000 Oh x 50,000.00Rp = 5,000.00Rp- Kepala Tukang 0.0100 Oh x 55,000.00Rp = 550.00Rp- Mandor 0.0150 Oh x 55,000.00Rp = 825.00Rp
Jumlah = 16,775.00Rp
= 39,893.20Rp
18. 1 m2 Pasangan dinding hollowblock (HB. 20)
1. Bahan
- Hollow block (HB. 20) 12.5000 Bh x 250.00Rp = 3,125.00Rp- Semen portland 13.5000 Kg x 800.00Rp = 10,800.00Rp
- Pasir pasang 0.0480 M3
x 72,750.00Rp = 3,492.00Rp- Besi beton polos 1.9500 Kg x 7,000.00Rp = 13,650.00Rp
Jumlah = 31,067.00Rp
2. Tenaga
- Pekerja 0.3500 Oh x 32,500.00Rp = 11,375.00Rp- Tukang Batu 0.1500 Oh x 50,000.00Rp = 7,500.00Rp- Kepala Tukang 0.0150 Oh x 55,000.00Rp = 825.00Rp- Mandor 0.0170 Oh x 55,000.00Rp = 935.00Rp
Jumlah = 20,635.00Rp= 51,702.00RpJumlah I + Jumlah II
Jumlah I + Jumlah II
Jumlah I + Jumlah II
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19. 1 m2
Pasangan dinding hollowblock (HB. 15)
1. Bahan
- Hollow block (HB. 15) 12.5000 Bh x 250.00Rp = 3,125.00Rp- Semen portland 10.4500 Kg x 800.00Rp = 8,360.00Rp
- Pasir pasang 0.0380 M3
x 72,750.00Rp = 2,764.50Rp
- Besi beton polos 1.9500 Kg x 7,000.00Rp = 13,650.00RpJumlah = 27,899.50Rp
2. Tenaga
- Pekerja 0.3200 Oh x 32,500.00Rp = 10,400.00Rp- Tukang Batu 0.1200 Oh x 50,000.00Rp = 6,000.00Rp- Kepala Tukang 0.0120 Oh x 55,000.00Rp = 660.00Rp- Mandor 0.0150 Oh x 55,000.00Rp = 825.00Rp
Jumlah = 17,885.00Rp
= 45,784.50Rp
20. 1 m2
Pasangan dinding hollowblock (HB. 10)
1. Bahan
- Hollow block (HB. 10) 12.5000 Bh x 250.00Rp = 3,125.00Rp- Semen portland 7.5000 Kg x 800.00Rp = 6,000.00Rp
- Pasir pasang 0.0270 M3
x 72,750.00Rp = 1,964.25Rp- Besi beton polos 1.9500 Kg x 7,000.00Rp = 13,650.00Rp
Jumlah = 24,739.25Rp
2. Tenaga
- Pekerja 0.3200 Oh x 32,500.00Rp = 10,400.00Rp- Tukang Batu 0.1000 Oh x 50,000.00Rp = 5,000.00Rp- Kepala Tukang 0.0100 Oh x 55,000.00Rp = 550.00Rp- Mandor 0.0150 Oh x 55,000.00Rp = 825.00Rp
Jumlah = 16,775.00Rp
= 41,514.25Rp
Jumlah I + Jumlah II
Jumlah I + Jumlah II
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21. 1 m2
Pasangan dinding conblock (CB. 20)
1. Bahan
- Concrete block (CB. 20) 12.5000 Bh x 250.00Rp = 3,125.00Rp- Semen portland 14.0500 Kg x 800.00Rp = 11,240.00Rp
- Pasir beton 0.0040 M3
x 72,750.00Rp = 291.00Rp
- Pasir pasang 0.0420 M3
x 72,750.00Rp = 3,055.50Rp- Besi beton polos 3.8700 Kg x 7,000.00Rp = 27,090.00Rp- Paku biasa 2" - 5" 0.0060 Kg x 12,000.00Rp = 72.00Rp- Kayu terentang 0.0010 Kg x 900,000.00Rp = 900.00Rp- Kawat beton 0.0300 Kg x 9,750.00Rp = 292.50Rp- Koral beton 0.0050 Kg x 227,000.00Rp = 1,135.00Rp
Jumlah = 47,201.00Rp
2. Tenaga
- Pekerja 0.3400 Oh x 32,500.00Rp = 11,050.00Rp- Tukang Batu 0.1570 Oh x 50,000.00Rp = 7,850.00Rp- Tukang Besi 0.0070 Oh x 50,000.00Rp = 350.00Rp- Kepala Tukang 0.0164 Oh x 55,000.00Rp = 902.00Rp- Mandor 0.0185 Oh x 55,000.00Rp = 1,017.50Rp
Jumlah = 21,169.50Rp
= 68,370.50Rp
22. 1 m2
Pasangan dinding conblock (CB. 15)
1. Bahan
- Concrete block (CB. 15) 12.5000 Bh x 250.00Rp = 3,125.00Rp- Semen portland 10.4600 Kg x 800.00Rp = 8,368.00Rp
- Pasir beton 0.0030 M x 72,750.00Rp = 218.25Rp
- Pasir pasang 0.0320 M3
x 72,750.00Rp = 2,328.00Rp- Besi beton polos 8 mm 0.8700 Kg x 7,000.00Rp = 6,090.00Rp- Paku biasa 2" - 5" 0.0040 Kg x 12,000.00Rp = 48.00Rp- Kayu terentang 0.0010 Kg x 900,000.00Rp = 900.00Rp- Kawat beton 0.0200 Kg x 9,750.00Rp = 195.00Rp
- Koral beton 0.0040 Kg x 227,000.00Rp = 908.00RpJumlah = 22,180.25Rp
2. Tenaga
- Pekerja 0.3400 Oh x 32,500.00Rp = 11,050.00Rp- Tukang Batu 0.1300 Oh x 50,000.00Rp = 6,500.00Rp- Tukang Besi 0.0070 Oh x 50,000.00Rp = 350.00Rp- Kepala Tukang 0.0137 Oh x 55,000.00Rp = 753.50Rp- Mandor 0.0170 Oh x 55,000.00Rp = 935.00Rp
Jumlah = 19,588.50Rp
= 41,768.75Rp
Jumlah I + Jumlah II
Jumlah I + Jumlah II
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23. 1 m2
Pasangan dinding conblock (CB. 10)
1. Bahan
- Concrete block (CB. 20) 12.5000 Bh x 250.00Rp = 3,125.00Rp- Semen portland 7.2000 Kg x 800.00Rp = 5,760.00Rp
- Pasir beton 0.0020 M3
x 72,750.00Rp = 145.50Rp
- Pasir pasang 0.0210 M3
x 72,750.00Rp = 1,527.75Rp- Besi beton polos 2.5400 Kg x 7,000.00Rp = 17,780.00Rp- Paku biasa 2" - 5" 0.0030 Kg x 12,000.00Rp = 36.00Rp- Kayu terentang 0.0010 Kg x 900,000.00Rp = 900.00Rp- Kawat beton 0.0150 Kg x 9,750.00Rp = 146.25Rp- Koral beton 0.0030 Kg x 227,000.00Rp = 681.00Rp
Jumlah = 30,101.50Rp
2. Tenaga
- Pekerja 0.3400 Oh x 32,500.00Rp = 11,050.00Rp- Tukang Batu 0.1070 Oh x 50,000.00Rp = 5,350.00Rp- Tukang Besi 0.0070 Oh x 50,000.00Rp = 350.00Rp- Kepala Tukang 0.0114 Oh x 55,000.00Rp = 627.00Rp- Mandor 0.0170 Oh x 55,000.00Rp = 935.00Rp
Jumlah = 18,312.00Rp
= 48,413.50Rp
24. 1 m2
Pasang dinding lantai
1. Bahan
- Bondbeam 40 x 20 x 20 cm 2.5000 Bh x 250.00Rp = 625.00Rp- Semen portland 5.1000 Kg x 800.00Rp = 4,080.00Rp
- Pasir beton 0.0800 M x 72,750.00Rp = 5,820.00Rp- Besi beton polos 1.5000 Kg x 7,000.00Rp = 10,500.00Rp
- Koral beton 0.1500 M3
x 227,000.00Rp = 34,050.00RpJumlah = 55,075.00Rp
2. Tenaga
- Pekerja 0.1000 Oh x 32,500.00Rp = 3,250.00Rp- Tukang Batu 0.0300 Oh x 50,000.00Rp = 1,500.00Rp- Tukang Besi 0.0300 Oh x 50,000.00Rp = 1,500.00Rp- Kepala Tukang 0.0060 Oh x 55,000.00Rp = 330.00Rp- Mandor 0.0050 Oh x 55,000.00Rp = 275.00Rp
Jumlah = 6,855.00Rp
= 61,930.00Rp
25. 1 m2
Pasang dinding roster/terawang (12 x 11 x 24) cm
1. Bahan
- Roster/terawang 36.0000 Bh x 2,000.00Rp = 72,000.00Rp- Semen portland 12.8000 Kg x 800.00Rp = 10,240.00Rp
- Pasir pasang 0.0350 M3
x 72,750.00Rp = 2,546.25Rp
Jumlah = 84,786.25Rp
2. Tenaga
- Pekerja 0.3000 Oh x 32,500.00Rp = 9,750.00Rp- Tukang Batu 0.1000 Oh x 50,000.00Rp = 5,000.00Rp- Kepala Tukang 0.0100 Oh x 55,000.00Rp = 550.00Rp- Mandor 0.0150 Oh x 55,000.00Rp = 825.00Rp
Jumlah = 16,125.00Rp
= 100,911.25Rp
Jumlah I + Jumlah II
Jumlah I + Jumlah II
Jumlah I + Jumlah II
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26. 1 m2
Pasang bata berongga ukuran (5 x 11 x 24) cm
1. Bahan
- Bata berongga 80.0000 Bh x 350.00Rp = 28,000.00Rp- Semen portland 23.6500 Kg x 800.00Rp = 18,920.00Rp
- Pasir pasang 0.5700 M3
x 72,750.00Rp = 41,467.50Rp
Jumlah = 88,387.50Rp
2. Tenaga
- Pekerja 0.3200 Oh x 32,500.00Rp = 10,400.00Rp- Tukang Batu 0.1500 Oh x 50,000.00Rp = 7,500.00Rp- Kepala Tukang 0.0150 Oh x 55,000.00Rp = 825.00Rp- Mandor 0.0150 Oh x 55,000.00Rp = 825.00Rp
Jumlah = 19,550.00Rp
= 107,937.50Rp
27. 1 m2
Pasang dinding anyaman bambu, rangka kayu
1. Bahan
- Anyaman Bambu 1.5000 M2
x 12,500.00Rp = 18,750.00Rp
- Kayu 5/7 0.0140 M
3
x 1,500,000.00Rp = 21,000.00Rp- Paku 0.0120 Kg x 12,000.00Rp = 144.00Rp
- List kayu 2/4 0.0030 M3
x 1,300,000.00Rp = 3,900.00RpJumlah = 43,794.00Rp
2. Tenaga
- Pekerja 0.1000 Oh x 32,500.00Rp = 3,250.00Rp- Tukang Batu 0.0500 Oh x 50,000.00Rp = 2,500.00Rp- Kepala Tukang 0.0050 Oh x 55,000.00Rp = 275.00Rp- Mandor 0.0020 Oh x 55,000.00Rp = 110.00Rp
Jumlah = 6,135.00Rp
= 49,929.00RpJumlah I + Jumlah II
Jumlah I + Jumlah II
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1. 1 m2
Plesteran 1 Pc : 1 Ps, tebal 15 mm1. Bahan
- Semen portland 12.9200 Kg x 800.00Rp = 10,336.00Rp
- Pasir pasang 0.0130 M3
x 72,750.00Rp = 945.75Rp
Jumlah I = 11,281.75Rp
2. Tenaga- Pekerja 0.2000 Oh x 32,500.00Rp = 6,500.00Rp- Tukang Batu 0.1500 Oh x 50,000.00Rp = 7,500.00Rp- Kepala Tukang 0.0150 Oh x 55,000.00Rp = 825.00Rp- Mandor 0.0100 Oh x 55,000.00Rp = 550.00Rp
Jumlah II = 15,375.00Rp= 26,656.75Rp
2. 1 m2
Plesteran 1 Pc : 2 Ps, tebal 15 mm
1. Bahan- Semen portland 8.5200 Kg x 800.00Rp = 6,816.00Rp
- Pasir pasang 0.0170 M3
x 72,750.00Rp = 1,236.75Rp
Jumlah I = 8,052.75Rp
2. Tenaga- Pekerja 0.2000 Oh x 32,500.00Rp = 6,500.00Rp- Tukang Batu 0.1500 Oh x 50,000.00Rp = 7,500.00Rp- Kepala Tukang 0.0150 Oh x 55,000.00Rp = 825.00Rp- Mandor 0.0100 Oh x 55,000.00Rp = 550.00Rp
Jumlah II = 15,375.00Rp= 23,427.75Rp
3. 1 m2
Plesteran 1 Pc : 3 Ps, tebal 15 mm1. Bahan
- Semen portland 6.4800 Kg x 800.00Rp = 5,184.00Rp
- Pasir pasang 0.0190 M3
x 72,750.00Rp = 1,382.25RpJumlah I = 6,566.25Rp
2. Tenaga- Pekerja 0.2000 Oh x 32,500.00Rp = 6,500.00Rp- Tukang Batu 0.1500 Oh x 50,000.00Rp = 7,500.00Rp- Kepala Tukang 0.0150 Oh x 55,000.00Rp = 825.00Rp- Mandor 0.0100 Oh x 55,000.00Rp = 550.00Rp
Jumlah II = 15,375.00Rp= 21,941.25Rp
4. 1 m2
Plesteran 1 Pc : 4 Ps, tebal 15 mm1. Bahan
- Semen portland 5.2000 Kg x 800.00Rp = 4,160.00Rp- Pasir pasang 0.0200 M3
x 72,750.00Rp = 1,455.00RpJumlah I = 5,615.00Rp
2. Tenaga- Pekerja 0.2000 Oh x 32,500.00Rp = 6,500.00Rp- Tukang Batu 0.1500 Oh x 50,000.00Rp = 7,500.00Rp- Kepala Tukang 0.0150 Oh x 55,000.00Rp = 825.00Rp- Mandor 0.0100 Oh x 55,000.00Rp = 550.00Rp
Jumlah II = 15,375.00Rp= 20,990.00Rp
ANALISA BIAYA KONSTRUKSI PEKERJAAN PLESTERAN
Jumlah I + Jumlah II
Jumlah I + Jumlah II
Jumlah I + Jumlah II
Jumlah I + Jumlah II
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5. 1 m2
Plesteran 1 Pc : 5 Ps, tebal 15 mm1. Bahan
- Semen portland 4.3200 Kg x 800.00Rp = 3,456.00Rp
- Pasir pasang 0.0220 M3
x 72,750.00Rp = 1,600.50RpJumlah I = 5,056.50Rp
2. Tenaga- Pekerja 0.2000 Oh x 32,500.00Rp = 6,500.00Rp- Tukang Batu 0.1500 Oh x 50,000.00Rp = 7,500.00Rp- Kepala Tukang 0.0150 Oh x 55,000.00Rp = 825.00Rp- Mandor 0.0100 Oh x 55,000.00Rp = 550.00Rp
Jumlah II = 15,375.00Rp= 20,431.50Rp
6. 1 m2
Plesteran 1 Pc : 6 Ps, tebal 15 mm1. Bahan
- Semen portland 3.6800 Kg x 800.00Rp = 2,944.00Rp
- Pasir pasang 0.0230 M3
x 72,750.00Rp = 1,673.25RpJumlah I = 4,617.25Rp
2. Tenaga- Pekerja 0.2000 Oh x 32,500.00Rp = 6,500.00Rp- Tukang Batu 0.1500 Oh x 50,000.00Rp = 7,500.00Rp- Kepala Tukang 0.0150 Oh x 55,000.00Rp = 825.00Rp- Mandor 0.0100 Oh x 55,000.00Rp = 550.00Rp
Jumlah II = 15,375.00Rp
= 19,992.25Rp
7. 1 m2
Plesteran 1 Pc : 8 Ps, tebal 15 mm1. Bahan
- Semen portland 2.8800 Kg x 800.00Rp = 2,304.00Rp
- Pasir pasang 0.0240 M3
x 72,750.00Rp = 1,746.00Rp
Jumlah I = 4,050.00Rp
2. Tenaga- Pekerja 0.2000 Oh x 32,500.00Rp = 6,500.00Rp- Tukang Batu 0.1500 Oh x 50,000.00Rp = 7,500.00Rp- Kepala Tukang 0.0150 Oh x 55,000.00Rp = 825.00Rp- Mandor 0.0100 Oh x 55,000.00Rp = 550.00Rp
Jumlah II = 15,375.00Rp= 19,425.00Rp
8. 1 m2
Plesteran 1 Pc : 0,5 Kp : 3 Ps, tebal 15 mm1. Bahan
- Semen portland 5.7600 Kg x 800.00Rp = 4,608.00Rp
- Kapur padam 0.0030 M
3
x 5,000.00Rp = 15.00Rp- Pasir pasang 0.0130 M3
x 72,750.00Rp = 945.75RpJumlah I = 5,568.75Rp
2. Tenaga- Pekerja 0.2000 Oh x 32,500.00Rp = 6,500.00Rp- Tukang Batu 0.1500 Oh x 50,000.00Rp = 7,500.00Rp- Kepala Tukang 0.0150 Oh x 55,000.00Rp = 825.00Rp- Mandor 0.0100 Oh x 55,000.00Rp = 550.00Rp
Jumlah II = 15,375.00Rp= 20,943.75Rp
Jumlah I + Jumlah II
Jumlah I + Jumlah II
Jumlah I + Jumlah II
Jumlah I + Jumlah II
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9. 1 m2
Plesteran 1 Pc : 3 Kp : 10 Ps, tebal 15 mm1. Bahan
- Semen portland 1.8400 Kg x 800.00Rp = 1,472.00Rp
- Kapur padam 0.0060 M3
x 5,000.00Rp = 30.00Rp
- Pasir pasang 0.0140 M3
x 72,750.00Rp = 1,018.50Rp
Jumlah I = 2,520.50Rp
2. Tenaga- Pekerja 0.2000 Oh x 32,500.00Rp = 6,500.00Rp- Tukang Batu 0.1500 Oh x 50,000.00Rp = 7,500.00Rp- Kepala Tukang 0.0150 Oh x 55,000.00Rp = 825.00Rp- Mandor 0.0100 Oh x 55,000.00Rp = 550.00Rp
Jumlah II = 15,375.00Rp= 17,895.50Rp
10. 1 m2
Plesteran 0,5 Pc : 1 Kp : 4 Ps, tebal 15 mm1. Bahan
- Semen portland 3.0000 Kg x 800.00Rp = 2,400.00Rp
- Kapur padam 0.0050 M3
x 5,000.00Rp = 25.00Rp
- Pasir pasang 0.0190 M3 x 72,750.00Rp = 1,382.25RpJumlah I = 3,807.25Rp
2. Tenaga- Pekerja 0.2000 Oh x 40,000.00Rp = 8,000.00Rp- Tukang Batu 0.1500 Oh x 70,000.00Rp = 10,500.00Rp- Kepala Tukang 0.0150 Oh x = -Rp- Mandor 0.0100 Oh x = -Rp
Jumlah II = 18,500.00Rp= 22,307.25Rp
11. 1 m2
Plesteran 1 Kp : 1 Sm : 1 Ps, tebal 15 mm
1. Bahan
- Semen merah 0.0090 Kg x 800.00Rp = 7.20Rp- Kapur padam 0.0090 M
3x 5,000.00Rp = 45.00Rp
- Pasir pasang 0.0090 M3
x 72,750.00Rp = 654.75RpJumlah I = 706.95Rp
2. Tenaga- Pekerja 0.2000 Oh x 32,500.00Rp = 6,500.00Rp- Tukang Batu 0.1500 Oh x 50,000.00Rp = 7,500.00Rp- Kepala Tukang 0.0150 Oh x 55,000.00Rp = 825.00Rp- Mandor 0.0100 Oh x 55,000.00Rp = 550.00Rp
Jumlah II = 15,375.00Rp
= 16,081.95RpJumlah I + Jumlah II
Jumlah I + Jumlah II
Jumlah I + Jumlah II
Narayana Adicpta, PT
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7/28/2019 Analisa SNI Arsitek
61/172
12. 1 m2
Plesteran 1 Kp : 1 Sm : 2 Ps, tebal 15 mm1. Bahan
- Semen portland 0.0070 Kg x 800.00Rp = 5.60Rp
- Kapur padam 0.0070 M3
x 5,000.00Rp = 35.00Rp
- Pasir pasang 0.0150 M3
x 72,750.00Rp = 1,091.25Rp
Jumlah I = 1,131.85Rp
2. Tenaga- Pekerja 0.2000 Oh x 32,500.00Rp = 6,500.00Rp- Tukang Batu 0.1500 Oh x 50,000.00Rp = 7,500.00Rp- Kepala Tukang 0.0150 Oh x 55,000.00Rp = 825.00Rp- Mandor 0.0100 Oh x 55,000.00Rp = 550.00Rp
Jumlah II = 15,375.00Rp= 16,506.85Rp
13. 1 m2
Plesteran 1 Pc : 2 Ps, tebal 20 mm1. Bahan
- Semen portland 14.2800 Kg x 800.00Rp = 11,424.00Rp
- Pasir pasang 0.0230 M3
x 72,750.00Rp = 1,673.25RpJumlah I = 13,097.25Rp
2. Tenaga- Pekerja 0.2500 Oh x 32,500.00Rp = 8,125.00Rp- Tukang Batu 0.2000 Oh x 50,000.00Rp = 10,000.00Rp- Kepala Tukang 0.0200 Oh x 55,000.00Rp = 1,100.00Rp- Mandor 0.0125 Oh x 55,000.00Rp = 687.50Rp
Jumlah II = 19,912.50Rp= 33,009.75Rp
14. 1 m2
Plesteran 1 Pc : 3 Ps, tebal 20 mm1. Bahan
- Semen portland 10.8000 Kg x 800.00Rp = 8,640.00Rp
- Pasir pasang 0.0260 M3 x 72,750.00Rp = 1,891.50RpJumlah I = 10,531.50Rp
2. Tenaga- Pekerja 0.2500 Oh x 32,500.00Rp = 8,125.00Rp- Tukang Batu 0.2000 Oh x 50,000.00Rp = 10,000.00Rp- Kepala Tukang 0.0200 Oh x 55,000.00Rp = 1,100.00Rp- Mandor 0.0125 Oh x 55,000.00Rp = 687.50Rp
Jumlah II = 19,912.50Rp= 30,444.00Rp
15. 1 m2
Plesteran 1 Pc : 4 Ps, tebal 20 mm1. Bahan
- Semen portland 8.6800 Kg x 800.00Rp = 6,944.00Rp- Pasir pasang 0.0280 M3
x 72,750.00Rp = 2,037.00RpJumlah I = 8,981.00Rp
2. Tenaga- Pekerja 0.2500 Oh x 32,500.00Rp = 8,125.00Rp- Tukang Batu 0.2000 Oh x 50,000.00Rp = 10,000.00Rp- Kepala Tukang 0.0200 Oh x 55,000.00Rp = 1,100.00Rp- Mandor 0.0125 Oh x 55,000.00Rp = 687.50Rp
Jumlah II = 19,912.50Rp= 28,893.50Rp
Jumlah I + Jumlah II
Jumlah I + Jumlah II
Jumlah I + Jumlah II
Jumlah I + Jumlah II
Narayana Adicp