daftar analisa.xls

ANALISA BIAYA KONSTRUKSIPEKERJAAN PERSIAPAN

PA 6.1. 1 m' Pagar Sementara dari kayu tinggi 2 meter6.1.1. Bahan

Kayu Laut/Dolken 1.250 Btg x Rp 20,750 = Rp 25,937.50Semen Portland 2.500 Kg x Rp 1,200 = Rp 3,000.00Pasir Beton 0.005 M3 x Rp 102,000 = Rp 510.00Koral Beton 0.009 M3 x Rp 159,500 = Rp 1,435.50Kayu 5/7 0.072 M3 x Rp 3,144,900 = Rp 226,432.80Paku Biasa 2" - 5" 0.060 Kg x Rp 10,120 = Rp 607.20Residu/colter 0.400 Lt x Rp 20,460 = Rp 8,184.00

Jumlah (1) = Rp 266,107.006.1.2. Tenaga

Tukang kayu 0.200 Oh x Rp 65,000 = Rp 13,000.00Pekerja 0.400 Oh x Rp 45,000 = Rp 18,000.00Kepala tukang 0.020 Oh x Rp 75,000 = Rp 1,500.00Mandor 0.020 Oh x Rp 55,000 = Rp 1,100.00

Jumlah (2) = Rp 33,600.00Jumlah (1) + (2) = Rp 299,707.00

PA 6.2. 1 m' Pagar sementara dari seng gelombang tinggi 2 meter6.2.1. Bahan

Kayu Laut/Dolken 1.250 Btg x Rp 20,750 = Rp 25,937.50Semen Portland 2.500 Kg x Rp 1,200 = Rp 3,000.00Seng gelombang 1.200 Lbr x Rp 54,220 = Rp 65,064.00Pasir beton 0.005 M3 x Rp 102,000 = Rp 510.00Koral beton 0.009 M3 x Rp 159,500 = Rp 1,435.50Paku biasa 2" - 5" 0.060 Kg x Rp 10,120 = Rp 607.20Meni besi 0.450 Kg x Rp 43,890 = Rp 19,750.50

Jumlah (1) = Rp 116,304.706.2.2. Tenaga

Tukang kayu 0.200 Oh x Rp 65,000 = Rp 13,000.00Pekerja 0.400 Oh x Rp 45,000 = Rp 18,000.00Kepala tukang 0.020 Oh x Rp 75,000 = Rp 1,500.00Mandor 0.020 Oh x Rp 55,000 = Rp 1,100.00


PA 6.4 Pengukuran dan Pemasangan bouplank6.4.1. Bahan

Kayu 5/7 0.012 M3 x Rp 3,144,900 = Rp 37,738.80Paku biasa 2" - 5" 0.020 Kg x Rp 10,120 = Rp 202.40Kayu papan 3/20 0.007 M3 x Rp 3,144,900 = Rp 22,014.30

Jumlah (1) = Rp 59,955.506.4.2. Tenaga

Tukang kayu 0.100 Oh x Rp 65,000 = Rp 6,500.00Pekerja 0.100 Oh x Rp 45,000 = Rp 4,500.00Kepala tukang 0.010 Oh x Rp 75,000 = Rp 750.00Mandor 0.005 Oh x Rp 55,000 = Rp 275.00


PA 6.8 1 m² Membersihkan lapangan dan perataan6.8.1 Tenaga

Pekerja 0.100 Oh x Rp 45,000 = Rp 4,500.00Mandor 0.050 Oh x Rp 55,000 = Rp 2,750.00

Jumlah = Rp 7,250.00

PA 6.12 1 m² Pembuatan jalan sementara6. 12.1 Bahan

Batu belah 15/20 0.150 M³ x Rp 131,670 = Rp 19,750.50Batu pecah 5/7 0.090 M³ x Rp 143,430 = Rp 12,908.70Pasir pasang 0.010 M³ x Rp 94,500 = Rp 945.00

Jumlah (1) = Rp 33,604.206.12.2 Tenaga


Jumlah (2) = Rp 47,750.00 Jumlah (1) + (2) = Rp 81,354.20

PA 6.13 1 m³ Bongkaran beton betulang6.13.1 Tenaga


Jumlah = Rp 318,330.00

PA 6.14 1m³ Bongkaran dinding tembok bata merah6.14.1 Tenaga


Jumlah = Rp 301,830.00

PA 6.15 1m´ Pasangan pagar kawat jaring galvanis, tinggi 1.00 m6.15.1 Bahan

Kawat jaring galvanis/BRC 0.434 Lbr x Rp 184,800 = Rp 80,203.20Jumlah (1) = Rp 80,203.20

6.15.2. TenagaPekerja 0.042 Oh x Rp 45,000 = Rp 1,890.00Kepala tukang 0.004 Oh x Rp 75,000 = Rp 300.00Tukang 0.042 Oh x Rp 65,000 = Rp 2,730.00Mandor 0.002 Oh x Rp 55,000 = Rp 110.00


BERSAMBUNG : ……ABK PEKERJAAN TANAH

ANALISA BIAYA KONSTRUKSIPEKERJAAN TANAH

PT 6.1. 1 m³ Galian tanah biasa sedalam 1 meter6.1.1. Tenaga

Pekerja 0.400 Oh x Rp. 45,000 = Rp. 18,000.00Mandor 0.040 Oh x Rp. 55,000 = Rp. 2,200.00

Jumlah (1) = Rp. 20,200.00PT 6.2. 1 m³ Galian tanah biasa sedalam 2 meter

6.2.1. TenagaPekerja 0.400 Oh x Rp. 45,000 = Rp. 18,000.00Mandor 0.040 Oh x Rp. 55,000 = Rp. 2,200.00

Jumlah (1) = Rp. 20,200.00PT 6.3. 1 m³ Galian tanah biasa sedalam 3 meter


Jumlah (1) = Rp. 20,200.00PT 6.4. 1 m³ Galian tanah keras sedalam 1 meter

6.4. Tenaga Pekerja 0.625 Oh x Rp. 45,000 = Rp. 28,125.00Mandor 0.062 Oh x Rp. 55,000 = Rp. 3,410.00

Jumlah = Rp. 31,535.00

PT 6.5. 1 m³ Galian tanah cadas sedalam 1 meter6.5.1. Tenaga


Jumlah = Rp. 63,125.00PT 6.6.. 1 m³ Galian tanah lumpur sedalam 1 meter


Jumlah = Rp. 41,600.00PT 6.7. 1 m² Pekerjaan stripping setinggi 1 meter

6.7.1. TenagaPekerja 0.050 Oh x Rp. 45,000 = Rp. 2,250.00Mandor 0.005 Oh x Rp. 55,000 = Rp. 275.00

Jumlah (1) = Rp. 2,525.00PT 6.8. 1 m³ Pembuangan tanah sejauh 150 meter

6.8.1. Tenaga Pekerja 0.050 Oh x Rp. 45,000 = Rp. 2,250.00Mandor 0.005 Oh x Rp. 55,000 Rp. 275.00

Jumlah = Rp. 2,525.00PT 6.9. 1 m³ Urugan kembali

6.9.1. Tenaga Pekerja 0.192 Oh x Rp. 45,000 = Rp. 8,640.00Mandor 0.019 Oh x Rp. 55,000 = Rp. 1,045.00

Jumlah = Rp. 9,685.00PT 6.10. 1 m³ Pemadatan tanah

6.10.1.TenagaPekerja 0.500 Oh x Rp. 45,000 = Rp. 22,500.00Mandor 0.050 Oh x Rp. 55,000 = Rp. 2,750.00

Jumlah = Rp. 25,250.00PT 6.11. 1 m³ Urugan pasir

6.11.1.Bahan Pasir urug 1.200 M³ x Rp. 65,200 = Rp. 78,240.00

Jumlah (1) = Rp. 78,240.006.11.2.Tenaga


Jumlah (2) = Rp. 25,250.00Jumlah (1) + (2) = Rp. 103,490.00

PT 6.16. 1 m³ Pembuatan jalan sementara, tebal 25 cm6.16.1.Bahan

Batu belah 10/15 0.275 M³ x Rp. 136,950 = Rp. 37,661.25Batu koral 5/7 0.030 M³ x Rp. 159,500 = Rp. 4,785.00Pasir pasang 0.050 M³ x Rp. 94,500 = Rp. 4,725.00

Jumlah (1) = Rp. 47,171.256.16.2.Tenaga



BERSAMBUNG : …………….ABK PEKERJAAN PONDASI.

ANALISA BIAYA KONSTRUKSIPEKERJAAN PONDASI

PP 6.1. 1 M³ Pasangan pondasi batu kali, 1 Pc : 1 Ps6.1.1. Bahan :

Batu belah 15/20 1.100 M³ x Rp. 131,670.00 = Rp. 144,837.00Semen porland 392.000 Kg x Rp. 1,200.00 = Rp. 470,400.00Pasir pasang 0.314 M³ x Rp. 94,500.00 = Rp. 29,673.00

Jumlah (1) = Rp. 644,910.006.1.2. Tenaga

Pekerja 1.500 Oh x Rp. 45,000.00 = Rp. 67,500.00Tukang batu 0.600 Oh x Rp. 65,000.00 = Rp. 39,000.00Kepala tukang 0.060 Oh x Rp. 75,000.00 = Rp. 4,500.00Mandor 0.075 Oh x Rp. 55,000.00 = Rp. 4,125.00


PP 6.2. 1 M³ Pasang pondasi batu kali 1 Pc : 2 Ps6.2.1. Bahan

Batu belah 15/20 cm 1.100 M³ x Rp. 131,670.00 = Rp. 144,837.00Semen porland 267.000 Kg x Rp. 1,200.00 = Rp. 320,400.00Pasir Pasang 0.427 M³ x Rp. 94,500.00 = Rp. 40,351.50

Jumlah (1) = Rp. 505,588.506.2.2. Tenaga


Jumlah (2) = Rp. 115,125.00Jumlah (1) +(2) = Rp. 620,713.50

PP 6.3. 1 M³ Pasang pondasi batu kali, 1 Pc : 2,5 Ps6.3.1. Bahan


Jumlah (1) = Rp. 644,910.006.3.2. Tenaga



PP 6.4. 1 M³ Pasang pondasi batu kali, Pc : 3 Ps6.4.1. Bahan


Jumlah (1) = Rp. 433,069.506.4.2. Tenaga



PP 6.5. 1 M³ Pasang pondasi batu kali, 1 Pc : 4 Ps.6.5.1. Bahan


Jumlah (1) = Rp. 389,577.006.5.2. Tenaga



PP 6.6. 1 M³ Pasang pondasi batu kali, 1 Pc : 5 Ps6.6.1. Bahan


Jumlah (1) = Rp. 359,445.006.6.2. Tenaga


Jumlah (2) 115,125.00Jumlah (1) +(2) 474,570.00

PP 6.7. 1 M³ Pasang pondasi batu kali, 1 Pc : 6 Ps6.7.1. Bahan


Jumlah (1) = Rp. 338,251.506.7.2. Tenaga



PP 6.14. 1 M³ Pasang pondasi batu kosong6.14.1. Bahan

Batu belah 10/15 cm 1.200 M³ x Rp. 136,950.00 = Rp. 164,340.00Pasir urug 0.300 M³ x Rp. 94,500.00 = Rp. 28,350.00

Jumlah (1) = Rp. 192,690.006.14.2. Tenaga



PP 6.15. 1 M³ Pasang pondasi siklop 40 % batu kali6.15.1. Bahan

Besi beton 75.000 Kg x Rp. 12,390.00 = Rp. 929,250.00Semen portland 202.000 Kg x Rp. 1,200.00 = Rp. 242,400.00Pasir beton 0.320 Kg x Rp. 102,000.00 = Rp. 32,640.00Koral beton 0.490 M³ x Rp. 175,890.00 = Rp. 86,186.10Kawat beton 0.800 Kg x Rp. 11,620.00 = Rp. 9,296.00

Jumlah (1) = Rp. 1,299,772.106.15.2. Tenaga


Jumlah (2) = Rp. 204,875.00Jumlah (1) +(2) = Rp. 1,504,647.10

PP 6.16. 1 M³ Pasang pondasi sumuran diameter 100 Cm6.16.1. Bahan

Batu belah 15/20 cm 0.450 M³ x Rp. 131,670.00 = Rp. 59,251.50Semen portland 280.000 Kg x Rp. 1,200.00 = Rp. 336,000.00Pasir Pasang 0.670 M³ x Rp. 94,500.00 = Rp. 63,315.00

Jumlah (1) = Rp. 458,566.506.16.2. Tenaga



PP 6.17. 1 M³ Pembuatan tiang pancang (40 x 40) Cm, beton bertulang6.17.1. Bahan

Pasir urug darat 0.019 M³ x Rp. 65,200.00 = Rp. 1,238.80Pasir beton 0.094 M³ x Rp. 102,000.00 = Rp. 9,588.00Koral beton 0.150 M³ x Rp. 175,890.00 = Rp. 26,383.50Semen porland 60.500 Kg x Rp. 1,200.00 = Rp. 72,600.00Besi beton 45.000 Kg x Rp. 12,390.00 = Rp. 557,550.00Kawat beton 0.900 Kg x Rp. 11,620.00 = Rp. 10,458.00Kayu kaso 5/7 0.032 M³ x Rp. 3,144,900.00 = Rp. 100,636.80Paku 0.120 Kg x Rp. 10,120.00 = Rp. 1,214.40Minyak bekisting 0.090 Lt x Rp. 5,720.00 = Rp. 514.80Plamur tembok 0.240 Kg x Rp. 14,300.00 = Rp. 3,432.00

Jumlah (1) = Rp. 783,616.306.17.2. Tenaga



PP 6.18. 1 M³ Pembuatan tiang pancang (35 x 35) Cm, beton bertulang6.18.1. Bahan

Pasir urug darat 0.016 M³ x Rp. 65,200.00 = Rp. 1,043.20Pasir beton 0.080 M³ x Rp. 102,000.00 = Rp. 8,160.00Koral beton 0.125 M³ x Rp. 175,890.00 = Rp. 21,986.25Semen porland 49.000 Kg x Rp. 1,200.00 = Rp. 58,800.00Besi beton 34.500 Kg x Rp. 12,390.00 = Rp. 427,455.00Kawat beton 0.700 Kg x Rp. 11,620.00 = Rp. 8,134.00Kayu kaso 5/7 0.027 M³ x Rp. 3,144,900.00 = Rp. 84,912.30Paku 0.120 Kg x Rp. 10,120.00 = Rp. 1,214.40Minyak bekisting 0.090 Lt x Rp. 5,720.00 = Rp. 514.80Plamur tembok 0.200 Kg x Rp. 14,300.00 = Rp. 2,860.00

Jumlah (1) = Rp. 615,079.956.18.2. Tenaga



BERSAMBUNG : ……. ABK PEKERJAAN DINDING

ANALISA BIAYA KONSTRUKSIPEKERJAAN DINDING

PD 6.1. 1 M² Pasangan bata merah tebal 1 bata, 1 Pc : 1 Ps6.1.1. Bahan

Bata merah 5 x 10 x 20 cm 140.000 Bh x Rp. 650 = Rp 91,000.00Semen portland 64.030 Kg x Rp. 1,200 = Rp 76,836.00Pasir pasang 0.059 M³ x Rp. 94,500 = Rp 5,575.50

Jumlah (1) = Rp 173,411.506.1.2 Tenaga

Pekerja 0.650 Oh x Rp. 45,000 = Rp 29,250.00Tukang batu 0.200 Oh x Rp. 65,000 = Rp 13,000.00Kepala tukang 0.020 Oh x Rp. 75,000 = Rp 1,500.00Mandor 0.030 Oh x Rp. 55,000 = Rp 1,650.00


PD 6.2 1m² Pasangan bata merah tebal 1 bata, 1Pc : 2 Ps 6.2.1 Bahan


Jumlah (1) = Rp 150,760.006.2.2 Tenaga



PD 6.3 1 m² Pasangan bata merah tebal 1 bata, 1Pc : 3 Ps 6.3.1 Bahan


Jumlah (1) = Rp 139,139.506.3.2 Tenaga



PD 6.4 1 m² Pasangan bata merah tebal 1 bata, 1Pc : 4 Ps 6.4.1 Bahan


Jumlah (1) = Rp 131,648.506.4.2 Tenaga



PD 6.8 1 m² Pasangan bata merah tebal 1/2 bata, 1Pc : 1 Ps 6.8.1 Bahan


Jumlah (1) = Rp 81,506.006.8.2 Tenaga

Pekerja 0.320 Oh x Rp. 45,000 = Rp 14,400.00Tukang batu 0.100 Oh x Rp. 65,000 = Rp 6,500.00Kepala tukang 0.010 Oh x Rp. 75,000 = Rp 750.00Mandor 0.015 Oh x Rp. 55,000 = Rp 825.00




Jumlah (1) = Rp 71,831.006.9.2 Tenaga





Jumlah (1) = Rp 66,524.006.10.2 Tenaga


Jumlah (2) = Rp 22,475.00PD 6.11 1 m² Pasangan bata merah tebal 1/2 bata, 1Pc : 4 Ps Jumlah (1) + (2) = Rp 88,999.00

6.11.1 BahanBata merah 5 x 10 x 20 cm 70.000 Bh x Rp. 650 = Rp 45,500.00Semen portland 11.500 Kg x Rp. 1,200 = Rp 13,800.00Pasir pasang 0.043 M³ x Rp. 94,500 = Rp 4,063.50

Jumlah (1) = Rp 63,363.506.11.2 Tenaga


Jumlah (2) = Rp 22,475.00PD 6.21 1 m² Pasangan dinding Conblock (HB.20) Jumlah (1) + (2) = Rp 85,838.50

6.21.1 BahanConcrete block (CB 20) 12.500 Bh x Rp. 2,650 = Rp 33,125.00Semen portland 14.050 Kg x Rp. 1,200 = Rp 16,860.00Pasir beton 0.004 M³ x Rp. 102,000 = Rp 408.00Pasir pasang 0.042 M³ x Rp. 94,500 = Rp 3,969.00Besi beton polos 3.870 Bh x Rp. 15,000 = Rp 58,050.00Paku biasa 2" - 5" 0.006 Kg x Rp. 10,120 = Rp 60.72Kayu sembarang 0.001 M³ x Rp. 3,144,900 = Rp 3,144.90Kawat beton 0.030 Kg x Rp. 11,620 = Rp 348.60Koral beton 0.005 M³ x Rp. 175,890 = Rp 879.45

Jumlah (1) = Rp 116,845.676.21.2 Tenaga

Pekerja 0.370 Oh x Rp. 45,000 = Rp 16,650.00Tukang batu 0.157 Oh x Rp. 65,000 = Rp 10,205.00Tukang besi 0.007 Oh x Rp. 65,000 = Rp 455.00Kepala tukang 0.0164 Oh x Rp. 75,000 = Rp 1,230.00Mandor 0.0185 Oh x Rp. 75,000 = Rp 1,387.50


PD 6.22 1 m² Pasangan dinding Conblock (CB.15) 6.22.1 Bahan

Concrete block (CB 15) 12.500 Bh x Rp. 1,450 = Rp 18,125.00Semen portland 10.460 Kg x Rp. 1,200 = Rp 12,552.00Pasir beton 0.003 M³ x Rp. 102,000 = Rp 306.00Pasir pasang 0.032 M³ x Rp. 94,500 = Rp 3,024.00Besi beton polos ø 8 mm 0.870 Bh x Rp. 15,000 = Rp 13,050.00Paku biasa 2" - 5" 0.004 Kg x Rp. 10,120 = Rp 40.48Kayu sembarang 0.001 M³ x Rp. 3,144,900 = Rp 3,144.90Kawat beton 0.020 M³ x Rp. 11,620 = Rp 232.40Koral beton 0.004 M³ x Rp. 175,890 = Rp 703.56

Jumlah (1) = Rp 51,178.346.22.2 Tenaga

Pekerja 0.340 Oh x Rp. 45,000 = Rp 15,300.00Tukang batu 0.130 Oh x Rp. 65,000 = Rp 8,450.00Tukang besi 0.007 Oh x Rp. 65,000 = Rp 455.00Kepala tukang 0.0137 Oh x Rp. 75,000 = Rp 1,027.50Mandor 0.017 Oh x Rp. 75,000 = Rp 1,275.00


PD 6.23 1 m² Pasangan dinding Conblock (CB.10) 6.23.1 Bahan

Concrete block (CB 10) 12.500 Bh x Rp. 675 = Rp 8,437.50Semen portland 7.200 Kg x Rp. 1,200 = Rp 8,640.00Pasir beton 0.002 M³ x Rp. 102,000 = Rp 204.00Pasir pasang 0.021 M³ x Rp. 94,500 = Rp 1,984.50Besi beton polos 2.540 Bh x Rp. 15,000 = Rp 38,100.00Paku biasa 2" - 5" 0.003 Kg x Rp. 10,120 = Rp 30.36Kayu sembarang 0.001 M³ x Rp. 3,144,900 = Rp 3,144.90Kawat beton 0.015 M³ x Rp. 11,620 = Rp 174.30Koral beton 0.003 M³ x Rp. 175,890 = Rp 527.67

Jumlah (1) = Rp 61,243.236.23.2 Tenaga

Pekerja 0.340 Oh x Rp. 45,000 = Rp 15,300.00Tukang batu 0.107 Oh x Rp. 65,000 = Rp 6,955.00Tukang besi 0.007 Oh x Rp. 65,000 = Rp 455.00Kepala tukang 0.0114 Oh x Rp. 75,000 = Rp 855.00Mandor 0.017 Oh x Rp. 75,000 = Rp 1,275.00

Jumlah (2) = Rp 24,840.00 Jumlah (1) + (2) = Rp 86,083.23PD 6.24 1 m² Pasang dinding lantai

6.24.1 BahanBondbeam 40 x 20 x 20 cm 2.500 Bh x Rp. 31,120 = Rp 77,800.00Semen portland 5.100 Kg x Rp. 1,200 = Rp 6,120.00Pasir beton 0.080 M³ x Rp. 102,000 = Rp 8,160.00Besi beton polos 1.500 Kg x Rp. 12,390 = Rp 18,585.00Koral beton 0.150 M³ x Rp. 175,890 = Rp 26,383.50

Jumlah (1) = Rp 137,048.506.24.2 Tenaga

Pekerja 0.100 Oh x Rp. 45,000 = Rp 4,500.00Tukang batu 0.030 Oh x Rp. 65,000 = Rp 1,950.00Tukang besi 0.030 Oh x Rp. 65,000 = Rp 1,950.00Kepala tukang 0.006 Oh x Rp. 75,000 = Rp 450.00Mandor 0.005 Oh x Rp. 55,000 = Rp 275.00


PD 6.25 1 m² Pasang dinding lantai 6.25.1 Bahan

Roster/terawang 36.000 Bh x Rp. 6,960 = Rp 250,560.00Semen portland 12.800 Kg x Rp. 1,200 = Rp 15,360.00Pasir pasang 0.035 M³ x Rp. 94,500 = Rp 3,307.50

Jumlah (1) = Rp 269,227.506.25.2 Tenaga



PD 6.26 1 m² Pasang bata berongga ukuran ( 5 x 10 x 20 ) cm 6.26.1 Bahan

- Roster/terawang 80.000 Bh x Rp. 6,960 = Rp 556,800.00- Semen portland 23.650 Kg x Rp. 1,200 = Rp 28,380.00- Pasir pasang 0.570 M³ x Rp. 94,500 = Rp 53,865.00

Jumlah (1) = Rp 639,045.006.26.2 Tenaga

- Pekerja 0.320 Oh x Rp. 45,000 = Rp 14,400.00- Tukang batu 0.150 Oh x Rp. 65,000 = Rp 9,750.00- Kepala tukang 0.015 Oh x Rp. 75,000 = Rp 1,125.00- Mandor 0.015 Oh x Rp. 55,000 = Rp 825.00


PD 6.27 1 m² Pasang dinding anyaman bambu, rangka kayu 6.27.1 Bahan

Bilik bambu 1.500 M² x Rp. 14,850 = Rp 22,275.00Kayu 5/7 0.014 M³ x Rp. 5,131,500 = Rp 71,841.00Paku 0.012 Kg x Rp. 10,120 = Rp 121.44List kayu 2/4 0.003 M³ x Rp. 5,131,500 = Rp 15,394.50

Jumlah (1) = Rp 109,631.946.27.2 Tenaga



BERSAMBUNG : ……………… PEKERJAAN PELESTERAN

ANALISA BIAYA KONSTRUKSIPEKERJAAN PLESTERAN

PPL 6.1. 1 M² Plesteran 1 Pc : 1 Ps, tebal 15 mm6.1.1. Bahan

Semen portland 12.920 Kg x Rp. 1,200 = Rp. 15,504.00Pasir pasang 0.013 M³ x Rp. 94,500 = Rp. 1,228.50

Jumlah (1) = Rp. 16,732.506.1.2. Tenaga

Pekerja 0.200 Oh x Rp. 45,000 = Rp. 9,000.00Tukang batu 0.150 Oh x Rp. 65,000 = Rp. 9,750.00Kepala tukang 0.015 Oh x Rp. 75,000 = Rp. 1,125.00Mandor 0.010 Oh x Rp. 55,000 = Rp. 550.00




Jumlah (1) = Rp. 11,830.506.2.2. Tenaga





Jumlah (1) = Rp. 9,571.506.3.2. Tenaga





Jumlah (1) = Rp. 8,130.006.4.2. Tenaga




Semen Portland 14.280 Kg x Rp. 1,200 = Rp. 17,136.00Pasir pasang 0.023 M³ x Rp. 94,500 = Rp. 2,173.50

Jumlah (1) = Rp. 19,309.506.13.2. Tenaga





Jumlah (1) = Rp. 15,417.006.14.2. Tenaga





Jumlah (1) = Rp. 13,062.006.15.2. Tenaga





Jumlah (1) = Rp. 19,828.506.19.2. Tenaga





Jumlah (1) = Rp. 17,407.506.20.2. Tenaga





Jumlah (1) = Rp. 14,967.006.21.2. Tenaga





Jumlah (1) = Rp. 25,687.506.23.2. Tenaga





Jumlah (1) = Rp. 20,665.506.24.2. Tenaga





Jumlah (1) = Rp. 17,625.006.25.2. Tenaga



PPL 6.29. 1 M² Plesteran Beton 1 Pc : 2 Ps, tebal 15 mm6.29.1. Bahan


Jumlah (1) = Rp. 12,861.006.29.2. Tenaga



PPL 6.30. 1 M² Plesteran Beton 1 Pc : 3 Ps, tebal 15 mm6.30.1. Bahan


Jumlah (1) = Rp. 10,468.506.30.2. Tenaga



PPL 6.31. 1 M² Plesteran Skoning 1 Pc : 2 Ps 6.31.1. Bahan

Semen Portland 0.500 Kg x Rp. 1,200 = Rp. 600.00Pasir pasang 0.002 M³ x Rp. 94,500 = Rp. 189.00

Jumlah (1) = Rp. 789.006.31.2. Tenaga



PPL 6.34. 1 M² Plesteran Ciprat, 1 Pc : 2 Ps, tebal 10 mm6.34.1. Bahan


Jumlah (1) = Rp. 6,696.006.34.2. Tenaga

Pekerja 0.250 Oh x Rp. 45,000 = Rp. 11,250.00Tukang batu 0.100 Oh x Rp. 65,000 = Rp. 6,500.00Kepala tukang 0.010 Oh x Rp. 75,000 = Rp. 750.00Mandor 0.015 Oh x Rp. 55,000 = Rp. 825.00


PPL 6.35. 1 M² Plesteran Siar adukan, 1 Pc : 2 Ps 6.35.1. Bahan


Jumlah (1) = Rp. 6,696.006.35.2. Tenaga



BERSAMBUNG : …………….ABK PEKERJAAN KAYU

ANALISA BIAYA KONSTRUKSIPEKERJAAN KAYU

PK 6.1. 1 M³ Pasang kusen pintu dan jendela kayu jati :6.1.1. Bahan

Kayu jati, balok 1.100 M³ x Rp. 21,750,000.00 = Rp. 23,925,000.00Jumlah (1) = Rp. 23,925,000.00

6.1.2. TenagaPekerja 6.000 Oh x Rp. 45,000.00 = Rp. 270,000.00Tukang kayu 20.000 Oh x Rp. 65,000.00 = Rp. 1,300,000.00Kepala tukang 2.000 Oh x Rp. 75,000.00 = Rp. 150,000.00Mandor 0.300 Oh x Rp. 55,000.00 = Rp. 16,500.00

Jumlah (2) = Rp. 1,736,500.00Jumlah (1) +(2) = Rp. 25,661,500.00

PK 6.2. 1 M³ Pasang kusen pintu dan jendela kayu Meranti batu :6.2.1. Bahan

Kayu meranti batu, balok 1.200 M³ x Rp. 8,485,400.00 = Rp. 10,182,480.00Jumlah (1) = Rp. 10,182,480.00



PK 6.3. 1 M³ Pasang kusen pintu dan jendela kayu meranti :6.3.1. Bahan

Kayu meranti, balok 1.200 M³ x Rp. 5,131,500.00 = Rp. 6,157,800.00Jumlah (1) = Rp. 6,157,800.00



PK 6.4. 1 M³ Pasang kusen pintu dan jendela kayu damar laut :6.4.1. Bahan

Kayu damar laut, balok 1.200 M³ x Rp. 8,305,000.00 = Rp. 9,966,000.00Jumlah (1) = Rp. 9,966,000.00

6.4.2. Tenaga Pekerja 6.000 Oh x Rp. 45,000.00 = Rp. 270,000.00

Tukang kayu 18.000 Oh x Rp. 65,000.00 = Rp. 1,170,000.00Kepala tukang 2.000 Oh x Rp. 75,000.00 = Rp. 150,000.00Mandor 0.300 Oh x Rp. 55,000.00 = Rp. 16,500.00


PK 6.5. 1 M³ Pasang pintu klamp kayu meranti batu :6.5.1. Bahan

Kayu meranti batu, papan 0.036 M³ x Rp. 8,612,680.00 = Rp. 310,056.48 Paku biasa 2" - 5" 0.050 Kg x Rp. 10,120.00 = Rp. 506.00

Jumlah (1) = Rp. 310,562.486.5.2. Tenaga

Pekerja 0.350 Oh x Rp. 45,000.00 = Rp. 15,750.00Tukang kayu 1.050 Oh x Rp. 65,000.00 = Rp. 68,250.00Kepala tukang 0.105 Oh x Rp. 75,000.00 = Rp. 7,875.00Mandor 0.018 Oh x Rp. 55,000.00 = Rp. 990.00


PK 6.6. 1 M³ Pasang pintu klamp kayu jati :6.6.1. Bahan

Kayu jati, papan 0.036 M³ x Rp. 21,913,130.00 = Rp. 788,872.68 Paku biasa 2" - 5" 0.050 Kg x Rp. 10,120.00 = Rp. 506.00

Jumlah (1) = Rp. 789,378.686.6.2. Tenaga



PK 6.7. 1 M² Pasang pintu panel kayu jati :6.7.1. Bahan

Kayu jati, papan 0.036 M³ x Rp. 21,913,130.00 = Rp. 788,872.68 Jumlah (1) 788,872.68

6.7.2. TenagaPekerja 0.350 Oh x Rp. 45,000.00 = Rp. 15,750.00Tukang kayu 1.050 Oh x Rp. 65,000.00 = Rp. 68,250.00Kepala tukang 0.105 Oh x Rp. 75,000.00 = Rp. 7,875.00Mandor 0.018 Oh x Rp. 55,000.00 = Rp. 990.00


PK 6.8. 1 M² Pasang pintu panel kayu meranti batu :6.8.1. Bahan

Kayu meranti batu, papan 0.040 M³ x Rp. 8,612,680.00 = Rp. 344,507.20 Jumlah (1) = Rp. 344,507.20

6.8.2. TenagaPekerja 1.000 Oh x Rp. 45,000.00 = Rp. 45,000.00Tukang kayu 2.500 Oh x Rp. 65,000.00 = Rp. 162,500.00Kepala tukang 0.250 Oh x Rp. 75,000.00 = Rp. 18,750.00Mandor 0.050 Oh x Rp. 55,000.00 = Rp. 2,750.00


PK 6.9. 1 M² Pasang pintu dan jendela kaca panel kayu jati :6.9.1. Bahan

Kayu jati, papan 0.035 M³ x Rp. 21,913,130.00 = Rp. 766,959.55Kaca polos 5 mm 0.800 M³ x Rp. 132,000.00 = Rp. 105,600.00 Jumlah (1) = Rp. 766,959.55



PK 6.10. 1 M² Pasang pintu dan jendela kaca panel kayu meranti batu :6.10.1. Bahan

Kayu meranti batu, papan 0.035 M³ x Rp. 8,612,680.00 = Rp. 301,443.80Kaca polos 5 mm 0.800 M³ x Rp. 132,000.00 = Rp. 105,600.00 Jumlah (1) = Rp. 301,443.80



PK 6.11. 1 M² Pasang pintu dan jendela kaca panel kayu meranti :6.11.1. Bahan

Kayu meranti, papan 0.035 M³ x Rp. 5,208,470.00 = Rp. 182,296.45Kaca polos 5 mm 0.800 M³ x Rp. 132,000.00 = Rp. 105,600.00 Jumlah (1) = Rp. 182,296.45



PK 6.12. 1 M² Pasang pintu dan jendela jalusi kayu jati :6.12.1. Bahan

Kayu jati, papan 0.064 M³ x Rp. 21,913,130.00 = Rp. 1,402,440.32 Jumlah (1) = Rp. 1,402,440.32



PK 6.13. 1 M² Pasang pintu dan jendela jalusi kayu damar laut :6.13.1. Bahan

Kayu damar laut, papan 0.064 M³ x Rp. 8,429,580.00 = Rp. 539,493.12 Jumlah (1) = Rp. 539,493.12



PK 6.14. 1 M² Pasang pintu plywood rangka, rangka kayu jati :6.14.1. Bahan

Kayu jati, papan 0.0196 M³ x Rp. 21,913,130.00 = Rp. 429,497.35Paku biasa ½" - 1" 0.030 Kg x Rp. 10,930.00 = Rp. 327.90Lem kayu 0.300 Lt x Rp. 32,500.00 = Rp. 9,750.00Playwood 4' x 3' x 4 mm 1.000 Lbr x Rp. 64,520.00 = Rp. 64,520.00

Jumlah (1) = Rp. 504,095.256.14.2. Tenaga

Pekerja 0.600 Oh x Rp. 45,000.00 = Rp. 27,000.00Tukang kayu 2.000 Oh x Rp. 65,000.00 = Rp. 130,000.00Kepala tukang 0.200 Oh x Rp. 75,000.00 = Rp. 15,000.00Mandor 0.030 Oh x Rp. 55,000.00 = Rp. 1,650.00


PK 6.15. 1 M² Pasang pintu plywood rangka, rangka kayu Meranti batu :6.15.1. Bahan

Kayu meranti batu, papan 0.0196 M³ x Rp. 8,612,680.00 = Rp. 168,808.53Paku biasa ½" - 1" 0.030 Kg x Rp. 10,930.00 = Rp. 327.90Lem kayu 0.300 Lt x Rp. 32,500.00 = Rp. 9,750.00Playwood 4' x 3' x 4 mm 1.000 Lbr x Rp. 64,520.00 = Rp. 64,520.00 Jumlah (1) = Rp. 243,406.43


Jumlah (2) = Rp. 173,650.00PK 6.16. 1 M² Pasang jalusi mati kusen kayu jati : Jumlah (1) +(2) = Rp. 417,056.43

6.16.1. Bahan Kayu jati, papan 0.060 M³ x Rp. 21,913,130.00 = Rp. 1,314,787.80 Paku biasa ½" - 1" 0.150 Kg x Rp. 10,930.00 = Rp. 1,639.50

Jumlah (1) = Rp. 1,316,427.306.16.2. Tenaga



PK 6.17. 1 M² Pasang jalusi mati kusen kayu damar laut :6.17.1. Bahan

Kayu meranti batu, papan 0.060 M³ x Rp. 8,612,680.00 = Rp. 516,760.80 Paku biasa ½" - 1" 0.150 Kg x Rp. 10,930.00 = Rp. 1,639.50

Jumlah (1) = Rp. 518,400.306.17.2. Tenaga



PK 6.18. 1 M² Pasang pintu plywood rangka, rangka kayu meranti :6.18.1. Bahan

Kayu meranti, papan 0.0196 M³ x Rp. 5,208,470.00 = Rp. 102,086.01Paku biasa ½" - 1" 0.030 Kg x Rp. 10,930.00 = Rp. 327.90Lem kayu 0.300 Lt x Rp. 32,500.00 = Rp. 9,750.00Playwood 4' x 3' x 4 mm 1.000 Lbr x Rp. 64,520.00 = Rp. 64,520.00 Jumlah (1) = Rp. 74,270.00



PK 6.19. 1 M² Pasang pintu teakwood rangka, rangka kayu jati :6.19.1. Bahan

Kayu jati, papan 0.0196 M³ x Rp. 21,913,130.00 = Rp. 429,497.35Paku biasa ½" - 1" 0.300 Kg x Rp. 10,930.00 = Rp. 3,279.00Lem kayu 0.300 Lt x Rp. 32,500.00 = Rp. 9,750.00Teakwood 4' x 8' x 4 mm 1.000 Lbr x Rp. 96,250.00 = Rp. 96,250.00 Jumlah (1) = Rp. 538,776.35



PK 6.20. 1 M² Pasang pintu teakwood rangka, rangka kayu meranti batu :6.20.1. Bahan

Kayu meranti batu, papan 0.0196 M³ x Rp. 8,612,680.00 = Rp. 168,808.53Paku biasa ½" - 1" 0.300 Kg x Rp. 10,930.00 = Rp. 3,279.00Lem kayu 0.300 Lt x Rp. 32,500.00 = Rp. 9,750.00Teakwood 4' x 8' x 4 mm 1.000 Lbr x Rp. 96,250.00 = Rp. 96,250.00 Jumlah (1) = Rp. 278,087.53



PK 6.21. 1 M² Pasang pintu plywood & formika, rangka kayu jati :6.21.1. Bahan

Kayu jati, papan 0.0196 M³ x Rp. 21,913,130.00 = Rp. 429,497.35Paku biasa ½" - 1" 0.300 Kg x Rp. 10,930.00 = Rp. 3,279.00Lem kayu 0.800 Lt x Rp. 32,500.00 = Rp. 26,000.00Plywood 4' x 8' x 4 mm 1.000 Lbr x Rp. 64,520.00 = Rp. 64,520.00Formica 4' x 8' 1.000 Lbr x Rp. 81,950.00 = Rp. 81,950.00 Jumlah (1) = Rp. 605,246.35



PK 6.22. 1 M² Pasang pintu plywood & formika, rangka kayu Meranti batu :6.22.1. Bahan

Kayu meranti batu, papan 0.0196 M³ x Rp. 8,612,680.00 = Rp. 168,808.53Paku biasa ½" - 1" 0.300 Kg x Rp. 10,930.00 = Rp. 3,279.00Lem kayu 0.800 Lt x Rp. 32,500.00 = Rp. 26,000.00Plywood 4' x 8' x 4 mm 1.000 Lbr x Rp. 64,520.00 = Rp. 64,520.00Formica 4' x 8' 1.000 Lbr x Rp. 81,950.00 = Rp. 81,950.00 Jumlah (1) = Rp. 344,557.53



PK 6.23. 1 M² Pasang pintu teakwood & formika, rangka kayu jati :6.23.1. Bahan

Kayu jati, papan 0.0196 M³ x Rp. 21,913,130.00 = Rp. 429,497.35Paku biasa ½" - 1" 0.300 Kg x Rp. 10,930.00 = Rp. 3,279.00Lem kayu 0.800 Lt x Rp. 32,500.00 = Rp. 26,000.00Teakwood 4' x 8' x 4 mm 1.000 Lbr x Rp. 96,250.00 = Rp. 96,250.00Formica 4' x 8' 1.000 Lbr x Rp. 81,950.00 = Rp. 81,950.00 Jumlah (1) = Rp. 636,976.35



PK 6.24. 1 M² Pasang pintu Teakwood & formika, rangka kayu meranti batu (divermis) :6.24.1. Bahan

Kayu meranti batu, papan 0.0196 M³ x Rp. 8,612,680.00 = Rp. 168,808.53Paku biasa ½" - 1" 0.300 Kg x Rp. 10,930.00 = Rp. 3,279.00Lem kayu 0.800 Lt x Rp. 32,500.00 = Rp. 26,000.00Teakwood 4' x 8' x 4 mm 0.500 Lbr x Rp. 96,250.00 = Rp. 48,125.00Vernis 0.500 Lt x Rp. 43,890.00 = Rp. 21,945.00Formica 4' x 8' 0.500 Lbr x Rp. 81,950.00 = Rp. 40,975.00 Jumlah (1) = Rp. 309,132.53



PK 6.29. 1 M³ Pasang konstruksi kuda-kuda kayu damar laut :6.29.1. Bahan

Kayu damar laut, balok 1.1000 M³ x Rp. 8,305,000.00 = Rp. 9,135,500.00Besi strip 15.000 Kg x Rp. 12,620.00 = Rp. 189,300.00Paku biasa 2" - 5" 0.800 Kg x Rp. 10,930.00 = Rp. 8,744.00 Jumlah (1) = Rp. 9,333,544.00



PK 6.30. 1 M³ Pasang konstruksi kuda-kuda kayu meranti :6.30.1. Bahan

Kayu meranti, balok 1.1000 M³ x Rp. 5,131,500.00 = Rp. 5,644,650.00Besi strip 15.000 Kg x Rp. 12,620.00 = Rp. 189,300.00Paku biasa 2" - 5" 0.800 Kg x Rp. 10,930.00 = Rp. 8,744.00 Jumlah (1) = Rp. 5,842,694.00



PK 6.31. 1 M² Pasang kaso + reng genteng kodok kayu meranti :6.31.1. Bahan

Kayu meranti, balok 0.012 M³ x Rp. 5,131,500.00 = Rp. 61,578.00 Paku biasa 2" - 5" 0.150 Kg x Rp. 10,930.00 = Rp. 1,639.50

Jumlah (1) = Rp. 63,217.506.31.2. Tenaga

Pekerja 0.100 Oh x Rp. 45,000.00 = Rp. 4,500.00Tukang kayu 0.100 Oh x Rp. 65,000.00 = Rp. 6,500.00Kepala tukang 0.010 Oh x Rp. 75,000.00 = Rp. 750.00Mandor 0.005 Oh x Rp. 55,000.00 = Rp. 275.00


PK 6.32. 1 M² Pasang kaso + reng genteng kodok kayu damar laut :6.32.1. Bahan

Kayu damar laut, balok 0.012 M³ x Rp. 8,305,000.00 = Rp. 99,660.00 Paku biasa 2" - 5" 0.150 Kg x Rp. 10,930.00 = Rp. 1,639.50

Jumlah (1) = Rp. 101,299.506.32.2. Tenaga



PK 6.33. 1 M² Pasang kaso + reng genteng monier kayu jati :6.33.1. Bahan

Kayu jati, balok 0.014 M³ x Rp. 21,750,000.00 = Rp. 304,500.00 Paku biasa 2" - 5" 0.150 Kg x Rp. 10,930.00 = Rp. 1,639.50

Jumlah (1) = Rp. 306,139.506.33.2. Tenaga



PK 6.34. 1 M² Pasang kaso + reng genteng monier kayu damar laut :6.34.1. Bahan


Jumlah (1) = Rp. 117,909.506.34.2. Tenaga



PK 6.35. 1 M² Pasang kaso + reng genteng beton kayu damar laut :6.35.1. Bahan


Jumlah (1) = Rp. 117,909.506.35.2. Tenaga



PK 6.36. 1 M² Pasang kaso + reng atap sirap kayu damar laut :6.36.1. Bahan

Kayu damar laut, balok 0.165 M³ x Rp. 8,305,000.00 = Rp. 1,370,325.00 Paku biasa 2" - 5" 0.200 Kg x Rp. 10,930.00 = Rp. 2,186.00

Jumlah (1) = Rp. 1,372,511.006.36.2. Tenaga



PK 6.37. 1 M² Pasang kaso + reng atap sirap kayu meranti :6.37.1. Bahan


Jumlah (1) = Rp. 848,883.506.37.2. Tenaga



PK 6.38. 1 M² Pasang rangka langit-langit (1.00 x 1.00) m, kayu jati :6.38.1. Bahan


Jumlah (1) = Rp. 262,093.006.38.2. Tenaga



PK 6.38.A 1 M² Pasang rangka langit-langit (1.00 x 1.00) m, kayu Damar laut :6.38.1. Bahan


Jumlah (1) = Rp. 100,753.006.38.2. Tenaga



PK 6.38.B 1 M² Pasang rangka langit-langit (1.00 x 1.00) m, kayu meranti :6.38.1. Bahan


Jumlah (1) = Rp. 62,671.006.38.2. Tenaga



PK 6.44. 1 M² Pasang rangka langit-langit (30 x 30) cm, kayu jati :6.44.1. Bahan


Jumlah (1) = Rp. 589,436.006.44.2. Tenaga



PK 6.45. 1 M² Pasang rangka langit-langit (30 x 30) cm, kayu damar laut :6.45.1. Bahan


Jumlah (1) = Rp. 226,421.006.45.2. Tenaga



PK 6.46. 1 M² Pasang rangka langit-langit (30 x 30) cm, kayu meranti :6.46.1. Bahan


Jumlah (1) = Rp. 140,736.506.46.2. Tenaga



PK 6.47. 1 M´ Pasang lisplang ukuran (3 x 20) cm, kayu meranti :6.47.1. Bahan

Kayu meranti, papan 0.0072 M³ x Rp. 5,208,470.00 = Rp. 37,500.98 Paku biasa 2" - 5" 0.050 Kg x Rp. 10,930.00 = Rp. 546.50

Jumlah (1) = Rp. 38,047.486.47.2. Tenaga



PK 6.48. 1 M´ Pasang lisplang ukuran (3 x 20) cm, kayu meranti batu :6.48.1. Bahan

Meranti batu, papan 0.0072 M³ x Rp. 8,612,680.00 = Rp. 62,011.30 Paku biasa 2" - 5" 0.050 Kg x Rp. 10,930.00 = Rp. 546.50

Jumlah (1) = Rp. 62,557.806.48.2. Tenaga



PK 6.49. 1 M´ Pasang lisplang ukuran (3 x 30) cm, kayu jati :6.49.1. Bahan

Kayu jati, papan 0.0110 M³ x Rp. 21,913,130.00 = Rp. 241,044.43 Paku biasa 2" - 5" 0.050 Kg x Rp. 10,930.00 = Rp. 546.50

Jumlah (1) = Rp. 241,590.936.49.2. Tenaga



PK 6.50. 1 M´ Pasang lisplang ukuran (3 x 30) cm, kayu meranti batu :6.50.1. Bahan


Jumlah (1) = Rp. 95,285.986.50.2. Tenaga



PK 6.51. 1 M´ Pasang lisplang ukuran 2 x (3 x 20) cm, kayu meranti batu :6.51.1. Bahan


Jumlah (1) = Rp. 125,539.666.51.2. Tenaga



PK 6.52. 1 M´ Pasang lisplang ukuran 2 x (2 x 20) cm, kayu meranti batu :6.52.1. Bahan


Jumlah (1) = Rp. 74,724.856.52.2. Tenaga

Pekerja 0.100 Oh x Rp. 45,000.00 = Rp. 4,500.00Tukang kayu 0.100 Oh x Rp. 65,000.00 = Rp. 6,500.00Kepala tukang 0.010 Oh x Rp. 75,000.00 = Rp. 750.00Mandor 0.050 Oh x Rp. 55,000.00 = Rp. 2,750.00


PK 6.53. 1 M´ Pasang lisplang ukuran 2 x (2 x 20) cm, kayu meranti :6.53.1. Bahan

Kayu meranti, papan 0.0086 M³ x Rp. 5,208,470.00 = Rp. 44,792.84 Paku biasa 2" - 5" 0.060 Kg x Rp. 10,930.00 = Rp. 655.80

Jumlah (1) = Rp. 45,448.646.53.2. Tenaga

Pekerja 0.100 Oh x Rp. 45,000.00 = Rp. 4,500.00Tukang kayu 0.100 Oh x Rp. 65,000.00 = Rp. 6,500.00Kepala tukang 0.010 Oh x Rp. 75,000.00 = Rp. 750.00Mandor 0.050 Oh x Rp. 55,000.00 = Rp. 2,750.00


PK 6.54. 1 M´ Pasang rangka dinding pemisah, kayu damar laut :6.54.1. Bahan

Kayu damar laut, balok 0.0195 M³ x Rp. 8,305,000.00 = Rp. 161,947.50Kayu meranti batu, papan 0.007 M³ x Rp. 8,612,680.00 = Rp. 60,288.76Paku biasa 2" - 5" 0.100 Kg x Rp. 10,930.00 = Rp. 1,093.00 Jumlah (1) = Rp. 223,329.26



PK 6.55. 1 M´ Pasang rangka dinding pemisah, kayu meranti :6.55.1. Bahan

kayu meranti, balok 0.0195 M³ x Rp. 5,131,500.00 = Rp. 100,064.25 kayu meranti, papan 0.007 M³ x Rp. 5,208,470.00 = Rp. 36,459.29 Paku biasa 2" - 5" 0.100 Kg x Rp. 10,930.00 = Rp. 1,093.00

Jumlah (1) = Rp. 137,616.546.55.2. Tenaga



PK 6.56. 1 M² Pasang dinding pemisah teakwood, rangka kayu damar laut :6.56.1. Bahan

Kayu damar laut, balok 0.0195 M³ x Rp. 8,305,000.00 = Rp. 161,947.50Teakwood 4' x 8' 1.000 Lbr x Rp. 96,250.00 = Rp. 96,250.00Paku biasa 2" - 5" 0.100 Kg x Rp. 10,930.00 = Rp. 1,093.00 Jumlah (1) = Rp. 259,290.50



PK 6.57. 1 M² Pasang dinding pemisah plywood, rangka kayu damar laut :6.57.1. Bahan

Kayu damar laut, balok 0.0195 M³ x Rp. 8,305,000.00 = Rp. 161,947.50Paku biasa 2" - 5" 0.100 Kg x Rp. 10,930.00 = Rp. 1,093.00Lem kayu 0.560 Lt x Rp. 32,500.00 = Rp. 18,200.00Plywood 4' x 8' x 4 mm 1.000 Lbr x Rp. 64,520.00 = Rp. 64,520.00 Jumlah (1) = Rp. 245,760.50

6.57.2. TenagaPekerja 0.200 Oh x Rp. 45,000.00 = Rp. 9,000.00Tukang kayu 0.600 Oh x Rp. 65,000.00 = Rp. 39,000.00Kepala tukang 0.060 Oh x Rp. 75,000.00 = Rp. 4,500.00Mandor 0.010 Oh x Rp. 55,000.00 = Rp. 550.00


PK 6.58. 1 M² Pasang dinding lambriziring dari papan jati :6.58.1. Bahan

Kayu jati, balok 0.0070 M³ x Rp. 21,750,000.00 = Rp. 152,250.00Paku biasa 2" - 5" 0.100 Kg x Rp. 10,930.00 = Rp. 1,093.00Paku skrup 3,5" 0.150 Kg x Rp. 17,250.00 = Rp. 2,587.50 Jumlah (1) = Rp. 155,930.50



PK 6.59. 1 M² Pasang plywood tebal 4 mm, untuk dinding :6.59.1. Bahan

Plywood 4' x 8' x 4 mm 0.4000 Lbr x Rp. 64,520.00 = Rp. 25,808.00Paku biasa 2" - 5" 0.050 Kg x Rp. 10,930.00 = Rp. 546.50 Jumlah (1) = Rp. 26,354.50

6.59.2. TenagaPekerja 0.025 Oh x Rp. 45,000.00 = Rp. 1,125.00Tukang kayu 0.075 Oh x Rp. 65,000.00 = Rp. 4,875.00Kepala tukang 0.0075 Oh x Rp. 75,000.00 = Rp. 562.50Mandor 0.0013 Oh x Rp. 55,000.00 = Rp. 71.50


PK 6.60. 1 M' Pasang list plafond kayu profil :6.60.1. Bahan

Kayu profil 2" 1.050 M' x Rp. 11,400.00 = Rp. 11,970.00 Jumlah (1) = Rp. 11,970.00

6.60.2. TenagaPekerja 0.021 Oh x Rp. 45,000.00 = Rp. 945.00Tukang kayu 0.021 Oh x Rp. 65,000.00 = Rp. 1,365.00Kepala tukang 0.002 Oh x Rp. 75,000.00 = Rp. 150.00Mandor 0.001 Oh x Rp. 55,000.00 = Rp. 55.00


BERSAMBUNG : ………………ABK PEKERJAAN BETON

ANALISA BIAYA KONSTRUKSIPEKERJAAN BETON

PB 6.1. 1 M³ Membuat beton tumbuk, 1 Pc : 3 Ps : 5 Kr6.1.1 Bahan

Semen portland 218.000 Kg x Rp. 1,200 = Rp. 261,600.00Pasir beton 0.520 M³ x Rp. 102,000 = Rp. 53,040.00Koral beton 5/7 0.870 M³ x Rp. 159,500 = Rp. 138,765.00

Jumlah (1) = Rp. 453,405.006.1.2. Tenaga

Pekerja 1.650 Oh x Rp. 45,000 = Rp. 74,250.00Tukang batu 0.250 Oh x Rp. 65,000 = Rp. 16,250.00Kepala tukang 0.025 Oh x Rp. 75,000 = Rp. 1,875.00Mandor 0.080 Oh x Rp. 55,000 = Rp. 4,400.00




Jumlah (1) = Rp. 434,270.006.2.2. Tenaga





Jumlah (1) = Rp. 404,505.006.3.2. Tenaga



PB 6.4. 1 M2 Membuat Lantai Kerja beton tumbuk, 1 Pc : 3 Ps : 5 Kr, Tebal 5 Cm

6.4.1 BahanSemen portland 10.000 Kg x Rp. 1,200 = Rp. 12,000.00Pasir beton 0.026 M³ x Rp. 102,000 = Rp. 2,652.00Koral beton 0.044 M³ x Rp. 159,500 = Rp. 7,018.00

Jumlah (1) = Rp. 21,670.006.4.2. Tenaga



PB 6.5. 1 M³ Membuat beton tumbuk 1 Pc : 2 Ps : 3 Kr6.5.1. Bahan

Semen portland 232.000 Kg x Rp. 1,200 = Rp. 278,400.00Pasir beton 0.520 M³ x Rp. 102,000 = Rp. 53,040.00Koral beton 0.780 M³ x Rp. 159,500 = Rp. 124,410.00

Jumlah (1) = Rp. 455,850.006.5.2. Tenaga



PB 6.6. 1 M³ Membuat beton tumbuk 1 Pc : 2 Ps : 4 Kr

6.6.1. BahanSemen portland 280.000 Kg x Rp. 1,200 = Rp. 336,000.00Pasir beton 0.450 M³ x Rp. 102,000 = Rp. 45,900.00Koral beton 3/5 0.900 M³ x Rp. 175,890 = Rp. 158,301.00

Jumlah (1) = Rp. 540,201.006.6.2. Tenaga



PB 6.7. 1 M³ Membuat beton tumbuk 1 Pc : 2 Ps : 2,5 Kr


Jumlah (1) = Rp. 602,643.006.7.2. Tenaga



PB 6.8. 1 M³ Membuat beton tumbuk 1 Pc : 1,5 Ps : 3 Kr


Jumlah (1) = Rp. 566,220.606.8.2. Tenaga



PB 6.9. 1 M³ Membuat beton tumbuk 1 Pc : 1,5 Ps : 2,5 Kr


Jumlah (1) = Rp. 648,334.206.9.2. Tenaga



PB 6.10. 1 M³ Membuat beton tumbuk 1 Pc : 1 Ps : 2 Kr


Jumlah (1) = Rp. 742,698.606.10.2. Tenaga



PB 6.11. 1 M³ Membuat tiang pancang prestressed beton 6.11.1. Bahan

Semen portland 440.000 Kg x Rp. 1,200 = Rp. 528,000.00Pasir beton 0.500 M³ x Rp. 102,000 = Rp. 51,000.00Koral Beton/batu pecah 2/3 0.800 M³ x Rp. 168,180 = Rp. 134,544.00Rapidrant 2.460 Gln x Rp. = Rp. 0.00

Jumlah (1) = Rp. 713,544.006.11.2. Tenaga



PB 6.13 1 M³ Membuat beton bertulang 1 Pc : 2 Ps : 3 Kr6.13.1. Bahan

Semen portland 336.000 Kg x Rp. 1,200 = Rp. 403,200.00Pasir beton 0.540 M³ x Rp. 102,000 = Rp. 55,080.00Koral Beton/batu pecah 2/3 0.810 M³ x Rp. 168,180 = Rp. 136,225.80

Jumlah (1) = Rp. 594,505.806.13.2. Tenaga



PB 6.14. 1 M³ Membuat beton bertulang 1 Pc : 2 Ps : 4 Kr6.14.1. Bahan

Semen portland 291.000 Kg x Rp. 1,200 = Rp. 349,200.00Pasir beton 0.470 M³ x Rp. 102,000 = Rp. 47,940.00Koral Beton/batu pecah 2/3 0.930 M³ x Rp. 168,180 = Rp. 156,407.40

Jumlah (1) = Rp. 553,547.406.14.2. Tenaga



PB 6.15. 1 M³ Membuat beton bertulang 1 Pc : 1,5 Ps : 3 KrSemen portland 367.000 Kg x Rp. 1,200 = Rp. 440,400.00Pasir beton 0.440 M³ x Rp. 102,000 = Rp. 44,880.00Koral beton 2/3 0.880 M³ x Rp. 168,180 = Rp. 147,998.40

Jumlah (1) = Rp. 633,278.406.15.2. Tenaga



PB 6.16. 1 M³ Membuat beton bertulang 1 Pc : 1,5 Ps : 2,5 Kr6.16.1. Bahan


Jumlah (1) = Rp. 676,958.406.16.2. Tenaga



PB 6.17. 1 M³ Membuat beton 1 Pc : 1 Ps : 1 Kr6.17.1. Bahan


Jumlah (1) = Rp. 878,493.606.17.2. Tenaga


Jumlah (2) = Rp. 170,375.00Jumlah (1) + (2) = Rp. 1,048,868.60

PB 6.25. 1 Kg Pembesian dengan besi polos

6.25.1. BahanBesi beton polos 1.050 Kg x Rp. 12,390 = Rp. 13,009.50Kawat beton 0.015 Kg x Rp. 11,620 = Rp. 174.30

Jumlah (1) = Rp. 13,183.806.25.2. Tenaga

Pekerja 0.007 Oh x Rp. 45,000 = Rp. 315.00Tukang besi 0.007 Oh x Rp. 65,000 = Rp. 455.00Kepala tukang 0.007 Oh x Rp. 75,000 = Rp. 525.00Mandor 0.003 Oh x Rp. 55,000 = Rp. 165.00


PB 6.26. 1 M² Kg Kabel Presstressed polos / strands

6.26.1. BahanBesi Prestressed polos 1.050 Kg x Rp. 12,390 = Rp. 13,009.50Kawat beton 0.010 Kg x Rp. 11,620 = Rp. 116.20

Jumlah (1) = Rp. 13,125.706.26.2. Tenaga

Pekerja 0.005 Oh x Rp. 45,000 = Rp. 225.00Tukang besi 0.005 Oh x Rp. 65,000 = Rp. 325.00Kepala tukang 0.005 Oh x Rp. 75,000 = Rp. 375.00Mandor 0.003 Oh x Rp. 55,000 = Rp. 165.00


PB 6.28. 1 M² Pasang bekisting untuk Pondasi

6.28.1. BahanKayu Sembarang 0.040 M³ x Rp. 3,144,900 = Rp. 125,796.00Paku biasa 2' - 5" 0.300 Kg x Rp. 10,120 = Rp. 3,036.00Minyak bekisting 0.100 Ltr x Rp. 5,720 = Rp. 572.00

Jumlah (1) = Rp. 129,404.006.28.2. Tenaga

Pekerja 0.300 Oh x Rp. 45,000 = Rp. 13,500.00Tukang kayu 0.260 Oh x Rp. 65,000 = Rp. 16,900.00Kepala tukang 0.026 Oh x Rp. 75,000 = Rp. 1,950.00Mandor 0.005 Oh x Rp. 55,000 = Rp. 275.00


PB 6.29. 1 M² Pasang bekisting untuk Sloof

6.29.1. BahanKayu Sembarang 0.045 M³ x Rp. 3,144,900 = Rp. 141,520.50Paku biasa 2' - 5" 0.300 Kg x Rp. 10,120 = Rp. 3,036.00Minyak bekisting 0.100 Ltr x Rp. 5,720 = Rp. 572.00

Jumlah (1) = Rp. 145,128.506.29.2. Tenaga



PB 6.30. 1 M² Pasang bekisting untuk Kolom

6.30.1. BahanKayu Sembarang 0.040 M³ x Rp. 3,144,900 = Rp. 125,796.00Paku biasa 2' - 5" 0.400 Kg x Rp. 10,120 = Rp. 4,048.00Minyak bekisting 0.200 Ltr x Rp. 5,720 = Rp. 1,144.00Balok Kayu sembarang 0.015 M³ x Rp. 3,144,900 = Rp. 47,173.50Plywood tebal 9 mm 0.350 Lbr x Rp. 156,530 = Rp. 54,785.50

2.000 Btg x Rp. 20,750 = Rp. 41,500.00Jumlah (1) = Rp. 274,447.00

6.30.2. TenagaPekerja 0.300 Oh x Rp. 45,000 = Rp. 13,500.00Tukang kayu 0.330 Oh x Rp. 65,000 = Rp. 21,450.00Kepala tukang 0.033 Oh x Rp. 75,000 = Rp. 2,475.00Mandor 0.006 Oh x Rp. 55,000 = Rp. 330.00


Kayu Dolken/Laut Ø 3'-4'/4 m

PB 6.31. 1 M² Pasang bekisting untuk Balok

6.31.1. BahanKayu Sembarang 0.040 M³ x Rp. 3,144,900 = Rp. 125,796.00Paku biasa 2' - 5" 0.400 Kg x Rp. 10,120 = Rp. 4,048.00Minyak bekisting 0.200 Ltr x Rp. 5,720 = Rp. 1,144.00Balok Kayu sembarang 0.018 M³ x Rp. 3,144,900 = Rp. 56,608.20Plywood tebal 9 mm 0.350 Lbr x Rp. 156,530 = Rp. 54,785.50Kayu Dolken/Laut Ø 3'-4'/4 m 2.000 Btg x Rp. 20,750 = Rp. 41,500.00

Jumlah (1) = Rp. 283,881.706.31.2. Tenaga



PB 6.32. 1 M² Pasang bekisting untuk Lantai

6.32.1. BahanKayu Sembarang 0.040 M³ x Rp. 3,144,900 = Rp. 125,796.00Paku biasa 2' - 5" 0.400 Kg x Rp. 10,120 = Rp. 4,048.00Minyak bekisting 0.200 Ltr x Rp. 5,720 = Rp. 1,144.00Balok Kayu sembarang 0.015 M³ x Rp. 3,144,900 = Rp. 47,173.50Plywood tebal 9 mm 0.350 Lbr x Rp. 156,530 = Rp. 54,785.50Kayu Dolken/Laut Ø 3'-4'/4 m 6.000 Btg x Rp. 20,750 = Rp. 124,500.00 Jumlah (1) = Rp. 357,447.00



PB 6.33. 1 M² Pasang bekisting untuk Dinding

6.33.1. BahanKayu Sembarang 0.030 M³ x Rp. 3,144,900 = Rp. 94,347.00Paku biasa 2' - 5" 0.400 Kg x Rp. 10,120 = Rp. 4,048.00Minyak bekisting 0.200 Ltr x Rp. 5,720 = Rp. 1,144.00Balok Kayu sembarang 0.020 M³ x Rp. 3,144,900 = Rp. 62,898.00Plywood tebal 9 mm 0.350 Lbr x Rp. 156,530 = Rp. 54,785.50Kayu Dolken/Laut Ø 3'-4'/4 m 3.000 Btg x Rp. 20,750 = Rp. 62,250.00Formtie/penjaga jarak bekisting/space 4.000 Btg x Rp. 5,000 = Rp. 20,000.00

Jumlah (1) = Rp. 299,472.506.33.2. Tenaga



PB 6.34. 1 M² Pasang bekisting untuk Tangga

6.34.1. BahanKayu Sembarang 0.030 M³ x Rp. 3,144,900 = Rp. 94,347.00Paku biasa 2' - 5" 0.400 Kg x Rp. 10,120 = Rp. 4,048.00Minyak bekisting 0.150 Ltr x Rp. 5,720 = Rp. 858.00Balok Kayu sembarang 0.015 M³ x Rp. 3,144,900 = Rp. 47,173.50Plywood tebal 9 mm 0.350 Lbr x Rp. 156,530 = Rp. 54,785.50Kayu Dolken/Laut Ø 3'-4'/4 m 2.000 Btg x Rp. 20,750 = Rp. 41,500.00

Jumlah (1) = Rp. 242,712.006.34.2. Tenaga



PB 6.35.6.35.1. Bahan

Semen portland 388.000 Kg x Rp. 1,200 = Rp. 465,600.00Pasir beton 0.650 M³ x Rp. 102,000 = Rp. 66,300.00Batu pecah 0.650 M³ x Rp. 184,680 = Rp. 120,042.00

Jumlah (1) = Rp. 651,942.006.35.2. Tenaga



PB 6.36.6.36.1. Bahan

Semen portland 400.000 Kg x Rp. 1,200 = Rp. 480,000.00Pasir beton 0.400 M³ x Rp. 102,000 = Rp. 40,800.00Batu pecah 0.820 M³ x Rp. 184,680 = Rp. 151,437.60

Jumlah (1) = Rp. 672,237.606.36.2. Tenaga



PB 6.37. 1 M² Pasang Bekisting Jembatan cor6.37.1. Bahan

Kayu Sembarang, Papan 0.0264 M³ x Rp. 3,144,900 = Rp. 83,025.36Paku biasa 2" - 5 " 0.600 Kg x Rp. 10,120 = Rp. 6,072.00Kayu Dolken/Laut Ø 3'-4'/4 m 0.500 Btg x Rp. 20,750 = Rp. 10,375.00

Jumlah (1) = Rp. 99,472.366.37.2. Tenaga

Pekerja 0.150 Oh x Rp. 45,000 = Rp. 6,750.00Tukang kayu 0.050 Oh x Rp. 65,000 = Rp. 3,250.00Kepala tukang 0.005 Oh x Rp. 75,000 = Rp. 375.00Mandor 0.007 Oh x Rp. 55,000 = Rp. 385.00


PB 6.38.6.38.1. Bahan

Kayu Sembarang, Papan 0.2000 M³ x Rp. 3,144,900 = Rp. 628,980.00Paku biasa 2" - 5 " 1.500 Kg x Rp. 10,120 = Rp. 15,180.00Minyak bekisting 0.400 Ltr x Rp. 5,720 = Rp. 2,288.00Besi beton polos 150.000 Kg x Rp. 12,390 = Rp. 1,858,500.00Kawat beton 2.250 Kg x Rp. 11,620 = Rp. 26,145.00Semen portland 323.000 Kg x Rp. 1,200 = Rp. 387,600.00Pasir beton 0.520 M³ x Rp. 102,000 = Rp. 53,040.00Koral beton 0.780 M³ x Rp. 184,680 = Rp. 144,050.40

Jumlah (1) = Rp. 3,115,783.406.38.2. Tenaga

Pekerja 3.900 Oh x Rp. 45,000 = Rp. 175,500.00Tukang batu 0.350 Oh x Rp. 65,000 = Rp. 22,750.00Tukang kayu 1.040 Oh x Rp. 65,000 = Rp. 67,600.00Tukang besi 1.050 Oh x Rp. 65,000 = Rp. 68,250.00Kepala tukang 0.245 Oh x Rp. 75,000 = Rp. 18,375.00Mandor 0.165 Oh x Rp. 55,000 = Rp. 9,075.00


PB 6.39.6.39.1. Bahan

Kayu Sembarang, Papan 0.2700 M³ x Rp. 3,144,900 = Rp. 849,123.00Paku biasa 2" - 5 " 2.000 Kg x Rp. 10,120 = Rp. 20,240.00Minyak bekisting 0.600 Ltr x Rp. 5,720 = Rp. 3,432.00Besi beton polos 200.000 Kg x Rp. 12,390 = Rp. 2,478,000.00Kawat beton 3.000 Kg x Rp. 11,620 = Rp. 34,860.00Semen portland 323.000 Kg x Rp. 1,200 = Rp. 387,600.00Pasir beton 0.520 M³ x Rp. 102,000 = Rp. 53,040.00Koral beton 0.780 M³ x Rp. 184,680 = Rp. 144,050.40

Jumlah (1) = Rp. 3,970,345.406.39.2. Tenaga



1 M³ Pasang beton dengan mutu K 225

1 M³ Pasang beton dengan mutu K 275

1 M³ Membuat pondasi beton bertulang (150 kg besi + bekisting)

1 M³ Membuat sloof beton bertulang (200 kg besi + bekisting)

PB 6.40.

6.40.1. BahanKayu Sembarang, Papan 0.4000 M³ x Rp. 3,144,900 = Rp. 1,257,960.00Paku biasa 2" - 5 " 4.000 Kg x Rp. 10,120 = Rp. 40,480.00Minyak bekisting 2.000 Ltr x Rp. 5,720 = Rp. 11,440.00Besi beton polos 300.000 Kg x Rp. 12,390 = Rp. 3,717,000.00Kawat beton 4.500 Kg x Rp. 11,620 = Rp. 52,290.00Semen portland 323.000 Kg x Rp. 1,200 = Rp. 387,600.00Pasir beton 0.520 M³ x Rp. 102,000 = Rp. 53,040.00Koral beton 0.780 M³ x Rp. 184,680 = Rp. 144,050.40Kayu sembarang balok 0.150 M³ x Rp. 3,144,900 = Rp. 471,735.00Plywood 9 mm 3.500 Lbr x Rp. 156,530 = Rp. 547,855.00Kayu Dolken/Laut Ø 3'-4'/4 m 20.000 Btg x Rp. 20,750 = Rp. 415,000.00

Jumlah (1) = Rp. 7,098,450.406.40.2. Tenaga



PB 6.41.6.41.1. Bahan

Kayu Sembarang, Papan 0.3200 M³ x Rp. 3,144,900 = Rp. 1,006,368.00Paku biasa 2" - 5 " 3.200 Kg x Rp. 10,120 = Rp. 32,384.00Minyak bekisting 1.600 Ltr x Rp. 5,720 = Rp. 9,152.00Besi beton polos 200.000 Kg x Rp. 12,390 = Rp. 2,478,000.00Kawat beton 3.000 Kg x Rp. 11,620 = Rp. 34,860.00Semen portland 323.000 Kg x Rp. 1,200 = Rp. 387,600.00Pasir beton 0.520 M³ x Rp. 102,000 = Rp. 53,040.00Koral beton 0.780 M³ x Rp. 184,680 = Rp. 144,050.40Kayu sembarang balok 0.140 M³ x Rp. 3,144,900 = Rp. 440,286.00Plywood 9 mm 2.800 Lbr x Rp. 156,530 = Rp. 438,284.00Kayu Dolken/Laut Ø 3'-4'/4 m 16.000 Btg x Rp. 20,750 = Rp. 332,000.00

Jumlah (1) = Rp. 5,356,024.406.41.2. Tenaga



PB 6.42.6.42.1. Bahan

Kayu Sembarang, Papan 0.320 M³ x Rp. 3,144,900 = Rp. 1,006,368.00Paku biasa 2" - 5 " 3.200 Kg x Rp. 10,120 = Rp. 32,384.00Minyak bekisting 1.600 Ltr x Rp. 5,720 = Rp. 9,152.00Besi beton polos 150.000 Kg x Rp. 12,390 = Rp. 1,858,500.00Kawat beton 2.250 Kg x Rp. 11,620 = Rp. 26,145.00Semen portland 323.000 Kg x Rp. 1,200 = Rp. 387,600.00Pasir beton 0.520 M³ x Rp. 102,000 = Rp. 53,040.00Koral beton 0.780 M³ x Rp. 184,680 = Rp. 144,050.40Kayu sembarang balok 0.120 M³ x Rp. 3,144,900 = Rp. 377,388.00Plywood 9 mm 2.800 Lbr x Rp. 156,530 = Rp. 438,284.00Kayu Dolken/Laut Ø 3'-4'/4 m 32.000 Btg x Rp. 20,750 = Rp. 664,000.00

Jumlah (1) = Rp. 4,996,911.406.42.2. Tenaga



1 M³ Membuat kolom beton bertulang (300 kg besi + bekisting)

1 M³ Membuat balok beton bertulang (200 kg besi + bekisting)

1 M³ Membuat balok beton bertulang (150 kg besi + bekisting)

PB 6.43.6.43.1. Bahan

Kayu Sembarang, Papan 0.240 M³ x Rp. 3,144,900 = Rp. 754,776.00Paku biasa 2" - 5 " 3.200 Kg x Rp. 10,120 = Rp. 32,384.00Minyak bekisting 1.600 Ltr x Rp. 5,720 = Rp. 9,152.00Besi beton polos 150.000 Kg x Rp. 12,390 = Rp. 1,858,500.00Kawat beton 2.250 Kg x Rp. 11,620 = Rp. 26,145.00Semen portland 323.000 Kg x Rp. 1,200 = Rp. 387,600.00Pasir beton 0.520 M³ x Rp. 102,000 = Rp. 53,040.00Koral beton 0.780 M³ x Rp. 184,680 = Rp. 144,050.40Kayu sembarang balok 0.160 M³ x Rp. 3,144,900 = Rp. 503,184.00Plywood 9 mm 2.800 Lbr x Rp. 156,530 = Rp. 438,284.00Kayu Dolken/Laut Ø 3'-4'/4 m 24.000 Btg x Rp. 20,750 = Rp. 498,000.00

Jumlah (1) = Rp. 4,705,115.406.43.2. Tenaga



PB 6.44.

6.44.1. BahanKayu Sembarang, Papan 0.250 M³ x Rp. 3,144,900 = Rp. 786,225.00Paku biasa 2" - 5 " 3.000 Kg x Rp. 10,120 = Rp. 30,360.00Minyak bekisting 1.200 Ltr x Rp. 5,720 = Rp. 6,864.00Besi beton polos 200.000 Kg x Rp. 12,390 = Rp. 2,478,000.00Kawat beton 3.000 Kg x Rp. 11,620 = Rp. 34,860.00Semen portland 323.000 Kg x Rp. 1,200 = Rp. 387,600.00Pasir beton 0.520 M³ x Rp. 102,000 = Rp. 53,040.00Koral beton 0.780 M³ x Rp. 184,680 = Rp. 144,050.40Kayu sembarang balok 0.105 M³ x Rp. 3,144,900 = Rp. 330,214.50Plywood 9 mm 2.500 Lbr x Rp. 156,530 = Rp. 391,325.00Kayu Dolken/Laut Ø 3'-4'/4 m 14.000 Btg x Rp. 20,750 = Rp. 290,500.00

Jumlah (1) = Rp. 4,933,038.906.44.2. Tenaga



PB 6.46. 1 M' Membuat ring balok beton bertulang (10 x 15) cm

6.46.1. BahanKayu Sembarang, Papan 0.003 M³ x Rp. 3,144,900 = Rp. 9,434.70Paku biasa 2" - 5 " 0.020 Kg x Rp. 10,120 = Rp. 202.40Besi beton polos 3.600 Kg x Rp. 12,390 = Rp. 44,604.00Kawat beton 0.050 Kg x Rp. 11,620 = Rp. 581.00Semen portland 5.500 Kg x Rp. 1,200 = Rp. 6,600.00Pasir beton 0.009 M³ x Rp. 102,000 = Rp. 918.00Koral beton 0.015 M³ x Rp. 184,680 = Rp. 2,770.20

Jumlah (1) = Rp. 65,110.306.46.2. Tenaga

Pekerja 0.100 Oh x Rp. 45,000 = Rp. 4,500.00Tukang batu 0.033 Oh x Rp. 65,000 = Rp. 2,145.00Tukang kayu 0.033 Oh x Rp. 65,000 = Rp. 2,145.00Tukang besi 0.033 Oh x Rp. 65,000 = Rp. 2,145.00Kepala tukang 0.010 Oh x Rp. 75,000 = Rp. 750.00Mandor 0.005 Oh x Rp. 55,000 = Rp. 275.00


BERSAMBUNG : ………………ABK PEKERJAAN PENUTUP ATAP

1 M³ Membuat dinding beton bertulang (150 kg besi + bekisting)

1 M³ Membuat tangga beton bertulang (150 kg besi + bekisting)

ANALISA BIAYA KONSTRUKSIPEKERJAAN PENUTUP ATAP

PPA 6.1 1 M² Pasang atap genteng palentong kecil6.1.1 Bahan

Genteng Pelantong 25.00 Buah x Rp. 1,520 = Rp. 38,000.00Jumlah (1) = Rp. 38,000.00

6.1.2 TenagaPekerja 0.150 Oh x Rp. 45,000 = Rp. 6,750.00Tukang Kayu 0.075 Oh x Rp. 65,000 = Rp. 4,875.00Kepala Tukang 0.008 Oh x Rp. 75,000 = Rp. 600.00Mandor 0.008 Oh x Rp. 55,000 = Rp. 440.00


PPA 6.2 1 M² Pasang atap genteng kodok / glazzur6.2.1 Bahan

Genteng kodok 25.00 Buah x Rp. 1,970 = Rp. 49,250.00Jumlah (1) = Rp. 49,250.00



PPA 6.3 1 M² Pasang atap genteng palentong super / besar6.3.1 Bahan

Genteng pelantong super 12.00 Buah x Rp. 3,620 = Rp. 43,440.00Jumlah (1) = Rp. 43,440.00



PPA 6.4 1 M² Pasang genteng bubung palentong6.4.1 Bahan

Bubung genteng pelantong 5.00 Buah x Rp. 8,500 = Rp. 42,500.00Semen portland 8.000 Kg x Rp. 1,200 = Rp. 9,600.00

Pasir Pasang 0.032 M³ x Rp. 94,500 = Rp. 3,024.00Jumlah (1) = Rp. 55,124.00

6.4.2 TenagaPekerja 0.400 Oh x Rp. 45,000 = Rp. 18,000.00Tukang Kayu 0.200 Oh x Rp. 65,000 = Rp. 13,000.00Kepala Tukang 0.020 Oh x Rp. 75,000 = Rp. 1,500.00Mandor 0.002 Oh x Rp. 55,000 = Rp. 110.00


PPA 6.5 1 M' Pasang bubung genteng kodok glazzuur6.5.1 Bahan

Bubung genteng kodok 5.00 Buah x Rp. 8,690 = Rp. 43,450.00Semen portland 8.000 Kg x Rp. 1,200 = Rp. 9,600.00




PPA 6.6 1 M' Pasang bubung genteng palentong besar6.6.1 Bahan

Bubung genteng pelantong besar 4.00 Buah x Rp. 11,580 = Rp. 46,320.00Semen portland 8.000 Kg x Rp. 1,200 = Rp. 9,600.00




PPA 6.7 1 M² Pasang roof light fiberglass ( 180 x 90 ) cm6.7.1 Bahan

Roof light fibreglass 0.600 Lbr x Rp. 41,170 = Rp. 24,702.00 Paku biasa ½ " - 1" 0.050 Kg x Rp. 10,930 = Rp. 546.50

Jumlah (1) = Rp. 25,248.506.7.2 Tenaga

Pekerja 0.140 Oh x Rp. 45,000 = Rp. 6,300.00Tukang Kayu 0.067 Oh x Rp. 65,000 = Rp. 4,355.00Kepala Tukang 0.007 Oh x Rp. 75,000 = Rp. 525.00Mandor 0.007 Oh x Rp. 55,000 = Rp. 385.00


PPA 6.8 1 M² Pasang atap asbes gelombang ( 2,70 x 0,92 m ) x 5 mm6.8.1 Bahan

Atap asbes gelombang 0.450 Lbr x Rp. 91,300 = Rp. 41,085.00 Paku seng 0.120 Kg x Rp. 18,500 = Rp. 2,220.00

Jumlah (1) = Rp. 43,305.006.8.2 Tenaga





Jumlah (1) = Rp. 43,720.006.9.2 Tenaga





Jumlah (1) = Rp. 47,874.006.10.2 Tenaga


Jumlah (2) = Rp. 12,215.00 Jumlah (1) + (2) = Rp. 60,089.00



Jumlah (1) = Rp. 47,865.006.11.2 Tenaga





Jumlah (1) = Rp. 44,745.006.12.2 Tenaga





Jumlah (1) = Rp. 42,985.006.13.2 Tenaga





Jumlah (1) = Rp. 33,408.006.14.2 Tenaga





Jumlah (1) = Rp. 52,049.406.18.2 Tenaga





Jumlah (1) = Rp. 50,968.506.19.2 Tenaga





Jumlah (1) = Rp. 52,053.006.16.2 Tenaga





Jumlah (1) = Rp. 52,049.406.21.2 Tenaga



PPA 6.22 1 M' Pasang bubung stel gelombang 0,92 m6.22.1 Bahan

Bubung stel gelombang 2.40 Lbr x Rp. 17,810 = Rp. 42,744.00 Paku seng 6.00 Bh x Rp. 18,500 = Rp. 111,000.00

Jumlah (1) = Rp. 153,744.006.22.2 Tenaga



PPA 6.23 1 M' Pasang nok stel gelombang 1,05 m6.23.1 Bahan


Jumlah (1) = Rp. 160,623.006.23.2 Tenaga



PPA 6.24 1 M' Pasang nok stel gelombang 1,08 m6.24.1 Bahan


Jumlah (1) = Rp. 164,136.006.24.2 Tenaga



PPA 6.25 1 M' Pasang nok paten 0,92 m6.25.1 Bahan

Nok Paten 5 mm 1.20 Lbr x Rp. 33,460 = Rp. 40,152.00 Paku seng 6.00 Bh x Rp. 18,500 = Rp. 111,000.00

Jumlah (1) = Rp. 151,152.006.25.2 Tenaga





Jumlah (1) = Rp. 144,768.006.26.2 Tenaga





Jumlah (1) = Rp. 157,860.006.27.2 Tenaga



PPA 6.28 1 M' Pasang nok stel rata 0,92 m6.28.1 Bahan

Nok stel rata 5 mm 1.10 Lbr x Rp. 32,800 = Rp. 36,080.00 Paku seng 6.00 Bh x Rp. 18,500 = Rp. 111,000.00

Jumlah (1) = Rp. 147,080.006.28.2 Tenaga



PPA 6.29 1 M' Pasang nok stel rata 1,05 m6.29.1 Bahan

Nok stel rata 4 mm 1.10 Lbr x Rp. 27,500 = Rp. 30,250.00 Paku seng 6.00 Bh x Rp. 18,500 = Rp. 111,000.00

6.29.2 Tenaga Jumlah (1) = Rp. 141,250.00Pekerja 0.084 Oh x Rp. 45,000 = Rp. 3,780.00Tukang Kayu 0.125 Oh x Rp. 65,000 = Rp. 8,125.00Kepala Tukang 0.013 Oh x Rp. 75,000 = Rp. 975.00Mandor 0.004 Oh x Rp. 55,000 = Rp. 220.00

Jumlah (2) = Rp. 13,100.00 Jumlah (1) + (2) = Rp. 154,350.00PPA 6.30 1 M² Pasang atap genteng beton

6.30.1 Bahan Atap genteng beton 11.00 Bh x Rp. 5,430 = Rp. 59,730.00 Paku biasa 2" - 5" 0.03 Kg x Rp. 10,120 = Rp. 303.60

Jumlah (1) = Rp. 60,033.606.30.2 Tenaga



PPA 6.31 1 M² Pasang atap genteng aspal6.31.1 Bahan

Nok genteng Aspal 6.900 Lbr x Rp. 10,290 = Rp. 71,001.00Plywood 4" x 8" x 6 mm 0.350 Lbr x Rp. 102,410 = Rp. 35,843.50Paku biasa ½" - 1" 0.030 Kg x Rp. 10,930 = Rp. 327.90Plastic aerator 0.500 Bh x Rp. 25,000 = Rp. 12,500.00

Jumlah (1) = Rp. 119,672.406.31.2 Tenaga



PPA 6.32 1 M² Pasang atap genteng metal / Multi Roof6.32.1 Bahan

Atap genteng Metal 1.02 Lbr x Rp. 96,250 = Rp. 98,175.00 Paku biasa 2" - 5" 0.200 Kg x Rp. 10,120 = Rp. 2,024.00

Jumlah (1) = Rp. 100,199.006.32.2 Tenaga



PPA 6.33 1 M² Pasang atap sirap6.33.1 Bahan

Atap Sirap 60.00 Bh x Rp. 940 = Rp. 56,400.00 Paku biasa ½" - 1" 0.200 Kg x Rp. 10,930 = Rp. 2,186.00

Jumlah (1) = Rp. 58,586.006.33.2 Tenaga

Pekerja 0.166 Oh x Rp. 45,000 = Rp. 7,470.00Tukang Kayu 0.250 Oh x Rp. 65,000 = Rp. 16,250.00Kepala Tukang 0.025 Oh x Rp. 75,000 = Rp. 1,875.00Mandor 0.008 Oh x Rp. 55,000 = Rp. 440.00

Jumlah (2) = Rp. 26,035.00PPA 6.34 1 M' Pasang nok genteng beton Jumlah (1) + (2) = Rp. 84,621.00

6.34.1 BahanNok atap Genteng beton 3.50 Bh x Rp. 12,220 = Rp. 42,770.00Paku biasa 2" x 5" 0.050 Kg x Rp. 10,120 = Rp. 506.00Semen PC 10.800 Kg x Rp. 1,200 = Rp. 12,960.00Pasir pasang 0.032 x Rp. 94,500 = Rp. 3,024.00Semen warna 1.000 Kg x Rp. 1,800 = Rp. 1,800.00

Jumlah (1) = Rp. 61,060.006.34.2 Tenaga

Pekerja 0.400 Oh x Rp. 45,000 = Rp. 18,000.00Tukang Kayu 0.200 Oh x Rp. 65,000 = Rp. 13,000.00Kepala Tukang 0.020 Oh x Rp. 75,000 = Rp. 1,500.00Mandor 0.020 Oh x Rp. 55,000 = Rp. 1,100.00


PPA 6.35 1 M' Pasang nok genteng aspal6.35.1 Bahan

Nok genteng Aspal 2.00 Bh x Rp. 10,290 = Rp. 20,580.00Paku biasa ½" - 1" 0.050 Kg x Rp. 10,930 = Rp. 546.50Kayu Papan 0.0035 x Rp. 8,429,580 = Rp. 29,503.53

Jumlah (1) = Rp. 50,630.036.35.2 Tenaga



PPA 6.36 1 M' Pasang nok genteng metal6.36.1 Bahan

Nok genteng Decra bond 1.10 Bh x Rp. 37,400 = Rp. 41,140.00 Paku biasa ½" - 1" 0.050 Kg x Rp. 10,930 = Rp. 546.50

Jumlah (1) = Rp. 41,686.506.36.2 Tenaga



PPA 6.37 1 M' Pasang nok sirap6.37.1 Bahan

Seng plat 3" x 6" BJLS 35 0.400 Lbr x Rp. 105,000 = Rp. 42,000.00Paku biasa ½" - 1" 0.060 Kg x Rp. 10,930 = Rp. 655.80Paku biasa 2" - 5" 0.050 Kg x Rp. 10,120 = Rp. 506.00Kayu papan tbl. 3 cm 0.004 x Rp. 8,429,580 = Rp. 33,718.32

Jumlah (1) = Rp. 76,880.126.37.2 Tenaga



PPA 6.38 1 M2 Pasang atap seng gelombang 6.38.1 Bahan

Seng Gelombang 3"x 6" BJLS 30 0.700 Lbr x Rp. 54,220 = Rp. 37,954.00 Paku seng 0.040 Kg x Rp. 18,500 = Rp. 740.00

Jumlah (1) = Rp. 38,694.006.38.2 Tenaga



M³

M³

M³

PPA 6.39 1 M' Pasang atap nok seng 6.39.1 Bahan

Seng plat 3" x 6" BJLS 35 0.300 Lbr x Rp. 105,000 = Rp. 31,500.00 Paku Seng 0.020 Kg x Rp. 18,500 = Rp. 370.00

Jumlah (1) = Rp. 31,870.006.39.2 Tenaga



PPA 6.40 1 M2 Pasang atap aluminium 6.40.1 Bahan

Atap Alluminium gelombang 0,55 1.050 x Rp. 89,250 = Rp. 93,712.50 Paku hak panjang 15 cm 0.020 Kg x Rp. 27,750 = Rp. 555.00

Jumlah (1) = Rp. 94,267.506.40.2 Tenaga



PPA 6.41 1 M2 Pasang nok aluminium 6.41.1 Bahan

Nok Standar 40 cm 18 SWG 22 1.200 x Rp. 43,540 = Rp. 52,248.00 Paku hak panjang 15 cm 0.040 Kg x Rp. 27,750 = Rp. 1,110.00

Jumlah (1) = Rp. 53,358.006.41.2 Tenaga



PPA 6.42 1 M2 Pasang aluminium foil / sisalation6.42.1 Bahan

Sisalation / Alluminium foil 1.050 x Rp. 70,180 = Rp. 73,689.00Jumlah (1) = Rp. 73,689.00



BERSAMBUNG : ……………ABK PEKERJAAN LANGIT - LANGIT

M²

M²

M²

ANALISA BIAYA KONSTRUKSI ( ABK )BANGUNAN GEDUNG DAN PERUMAHAN

NO JENIS PEKERJAAN HARGA HARGA JUMLAHBAHAN UPAH HARGA

( Rp ) ( Rp ) ( Rp )

A. PEKERJAAN PERSIAPAN

1 Pagar Sementara dari kayu tinggi 2 m PA 6. 1 1 M' 266,107.00 33,600.00 299,707.00

2 PA 6. 2 1 M' 116,304.70 33,600.00 149,904.70

3 Pengukuran dan Pemasangan Bouwplank PA 6. 4 1 M' 59,955.50 12,025.00 71,980.50

4 Membersihkan Lapangan dan Perataan PA 6. 8 1 M² 0.00 7,250.00 7,250.00

5 Pembuatan Jalan Sementara PA 6. 12 1 M² 33,604.20 47,750.00 81,354.20

6 Bongkaran Beton Bertulang PA 6. 13 1 M³ 0.00 318,330.00 318,330.00

7 Bongkaran Dinding Tembok Bata PA 6. 14 1 M³ 0.00 301,830.00 301,830.00

8 Pas. Pagar Kawat Jaring Galvanis t = 1 m' PA 6. 15 1 M' 80,203.20 5,030.00 85,233.20

B. PEKERJAAN TANAH

1 Galian Tanah Biasa sedalam 1 m' PT 6. 1 1 M³ 0.00 20,200.00 20,200.00



4 Galian Tanah Keras sedalam 1 m' PT 6. 4 1 M³ 0.00 31,535.00 31,535.00

5 Galian Tanah Cadas sedalam 1 m' PT 6. 5 1 M³ 0.00 63,125.00 63,125.00

6 Galian Tanah Lumpur sedalam 1 m' PT 6. 6 1 M³ 0.00 41,600.00 41,600.00

7 Stripping setinggi 1 m' PT 6. 7 1 M³ 0.00 2,525.00 2,525.00

8 Pembuangan Tanah sejauh 150 m' PT 6. 8 1 M³ 0.00 2,525.00 2,525.00

9 Urugan Kembali PT 6. 9 1 M³ 0.00 9,685.00 9,685.00

10 Pemadatan Tanah PT 6. 10 1 M³ 0.00 25,250.00 25,250.00

11 Urugan Pasir PT 6. 11 1 M³ 78,240.00 25,250.00 103,490.00

12 Pembuatan jalan sementara tbl.25 cm PT 6. 16 1 M² 1,000.00 25,250.00 26,250.00

C. PEKERJAAN PONDASI

1 Pas. Pondasi Bt.Kali 1 Pc : 1 Ps PP 6. 1 1 M³ 644,910.00 115,125.00 760,035.00


3 PP 6. 3 1 M³ 644,910.00 115,125.00 760,035.00





8 Pas. Pondasi Bato Kosong PP 6. 14 1 M³ 192,690.00 65,520.00 258,210.00

9 PP 6. 15 1 M³ 1,299,772.10 204,875.00 1,504,647.10

10 PP 6. 16 1 M³ 458,566.50 133,250.00 591,816.50

11 PP 6. 17 1 M³ 783,616.30 96,325.00 879,941.30

12 PP 6. 18 1 M³ 615,079.95 74,450.00 689,529.95

ANA LISA

VOLU ME

Pagar Sementara dari Seng Gelombang tinggi 2 m

Pas. Pondasi Bt.Kali 1 Pc : 2½ Ps

Pas. Pondasi Siklop 40% Bt.Kali

Pas. Pondasi Sumuran Ø 100 cm

Pembuatan tiang pancang 40 x 40 cm Beton bertulang

Pembuatan tiang pancang 30 x 30 cm Beton bertulang

1 2 3 4 5 6 7

D. PEKERJAAN DINDING

1 Pas. Bata Merah tbl.1 Bata, 1 Pc : 1 Ps PD 6. 1 1 173,411.50 45,400.00 218,811.50




5 PD 6. 8 1 81,506.00 22,475.00 103,981.00

6 PD 6. 9 1 71,831.00 22,475.00 94,306.00

7 PD 6. 10 1 94,306.00 22,475.00 116,781.00

8 PD 6. 11 1 63,363.50 22,475.00 85,838.50

9 Pas. Dinding Conblock (HB.20) PD 6. 21 1 116,845.67 29,927.50 146,773.17



12 Pas. Dinding Lantai PD 6. 24 1 137,048.50 9,125.00 146,173.50

13 Pas. Dinding Lantai PD 6. 25 1 269,227.50 21,575.00 290,802.50

14 Pas. Bata berongga uk.5x10x20 cm PD 6. 26 1 639,045.00 26,100.00 665,145.00

15 Pas. Dinding Anyaman Bambu, rangka kayu PD 6. 27 1 109,631.94 8,235.00 117,866.94

E. PEKERJAAN PELESTERAN

1 Pas. Plesteran Tbl.15 mm, 1 Pc : 1 Ps PPL 6. 1 1 16,732.50 20,425.00 37,157.50













14 Plesteran Beton T=15 mm, 1 Pc : 2 Ps PPL 6. 29 1 12,861.00 26,915.00 39,776.00

15 Plesteran Beton T=15 mm, 1 Pc : 3 Ps PPL 6. 30 1 10,468.50 26,915.00 37,383.50

16 Plesteran Skoning 1 Pc : 2 Ps PPL 6. 31 1 789.00 7,995.00 8,784.00

17 Plesteran Ciprat tbl.10 mm, 1 Pc : 2 Ps PPL 6. 34 1 6,696.00 19,325.00 26,021.00

18 Plesteran Siar adukan, 1 Pc : 2 Ps PPL 6. 35 1 6,696.00 12,265.00 18,961.00

M²

M²

M²

M²

Pas. Bata Merah tbl.½ Bata, 1 Pc : 1 Ps M²




M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

1 2 3 4 5 6 7F. PEKERJAAN KAYU

1 Pas. Kosen Pintu dan Jendela, kayu Jati PK 6. 1 1 M³ 23,925,000.00 1,736,500.00 25,661,500.00

2 PK 6. 2 1 M³ 10,182,480.00 1,606,500.00 11,788,980.00

3 Pas. Kosen Pintu dan Jendela, kayu Meranti PK 6. 3 1 M³ 6,157,800.00 1,606,500.00 7,764,300.00

4 PK 6. 4 1 M³ 9,966,000.00 1,606,500.00 11,572,500.00

5 Pas.Pintu klamp, kayu Meranti Batu PK 6. 5 1 310,562.48 92,865.00 403,427.48

6 Pas.Pintu klamp, kayu Jati PK 6. 6 1 789,378.68 92,865.00 882,243.68

7 Pas.Pintu Panel, kayu Jati PK 6. 7 1 788,872.68 92,865.00 881,737.68

8 Pas.Pintu Panel, kayu Meranti Batu PK 6. 8 1 344,507.20 229,000.00 573,507.20

9 PK 6. 9 1 766,959.55 183,200.00 950,159.55

10 PK 6. 10 1 301,443.80 183,200.00 484,643.80

11 PK 6. 11 1 182,296.45 183,200.00 365,496.45

12 Pas.Pintu dan Jendela Jalusi, kayu Jati PK 6. 12 1 1,402,440.32 279,000.00 1,681,440.32

13 Pas.Pintu dan Jendela Jalusi, kayu D.Laut PK 6. 13 1 539,493.12 290,000.00 829,493.12

14 Pas.Pintu Plywood, Rangka kayu Jati PK 6. 14 1 504,095.25 173,650.00 677,745.25

15 Pas.Pintu Plywood, Rangka kayu M.Batu PK 6. 15 1 243,406.43 173,650.00 417,056.43

16 Pas.Pintu Jalusi mati, kusen kayu Jati PK 6. 16 1 1,316,427.30 168,875.00 1,485,302.30

17 Pas.Pintu Jalusi mati, kusen kayu D.Laut PK 6. 17 1 518,400.30 168,875.00 687,275.30

18 Pas.Pintu Plywood, Rangka kayu Meranti PK 6. 18 1 74,270.00 173,650.00 247,920.00

18 Pas.Pintu Teakwood, Rangka kayu Jati PK 6. 19 1 538,776.35 173,650.00 712,426.35

19 Pas.Pintu Teakwood, Rangka kayu M.Batu PK 6. 20 1 278,087.53 173,650.00 451,737.53

20 PK 6. 21 1 605,246.35 219,450.00 824,696.35

21 PK 6. 22 1 344,557.53 219,450.00 564,007.53

22 PK 6. 23 1 636,976.35 219,450.00 856,426.35

23 PK 6. 24 1 309,132.53 219,450.00 528,582.53

24 Pas.Konstruksi Kuda-kuda, kayu D.Laut PK 6. 29 1 M³ 9,333,544.00 1,061,000.00 10,394,544.00

25 Pas.Konstruksi Kuda-kuda, kayu Meranti PK 6. 30 1 M³ 5,842,694.00 1,061,000.00 6,903,694.00

26 PK 6. 31 1 63,217.50 12,025.00 75,242.50

27 PK 6. 32 1 101,299.50 12,025.00 113,324.50

28 Pas.Kaso + reng genteng monier, kayu Jati PK 6. 33 1 306,139.50 12,025.00 318,164.50

29 PK 6. 34 1 117,909.50 12,025.00 129,934.50

30 PK 6. 35 1 117,909.50 12,025.00 129,934.50

31 Pas.Kaso + reng Atap Sirap, kayu D.Laut PK 6. 36 1 1,372,511.00 14,430.00 1,386,941.00

32 Pas.Kaso + reng Atap Sirap, kayu Meranti PK 6. 37 1 848,883.50 14,430.00 863,313.50

33 Pas.Rangka Langit2 1 x 1 m, kayu Jati PK 6. 38 1 262,093.00 29,000.00 291,093.00

34 Pas.Rangka Langit2 1 x 1 m, kayu D.Laut PK 6. 38 1 100,753.00 29,000.00 129,753.00

35 Pas.Rangka Langit2 1 x 1 m, kayu Meranti PK 6. 38 1 62,671.00 29,000.00 91,671.00

Pas. Kosen Pintu dan Jendela, kayu Meranti Batu

Pas. Kosen Pintu dan Jendela, kayu Damar Laut

M²

M²

M²

M²

Pas.Pintu dan Jendela kaca panel, Rangka kayu Jati

M²

Pas.Pintu dan Jendela kaca panel, kayu Meranti Batu M²

Pas.Pintu dan Jendela kaca panel, kayu Meranti

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

Pas.Pintu Plywood + Formica, Rangka kayu Jati M²

Pas.Pintu Plywood + Formica, Rangka kayu Meranti Batu

M²

Pas.Pintu Teakwood + Formica, Rangka kayu Jati

M²

Pas.Pintu Teakwood + Formica, Rangka kayu Meranti Batu

M²

Pas.Kaso + reng genteng kodok, kayu Meranti

M²

Pas.Kaso + reng genteng kodok, kayu Damar Laut M²

M²

Pas.Kaso + reng genteng monier, kayu Damar Laut

M²

Pas.Kaso + reng Genteng beton, kayu Damar Laut M²

M²

M²

M²

M²

M²

1 2 3 4 5 6 7

36 Pas.Rangka Langit2 30 x 30 cm, kayu Jati PK 6. 44 1 589,436.00 37,312.50 626,748.50

37 PK 6. 45 1 226,421.00 37,312.50 263,733.50

38 Pas.Rangka Langit2 30 x 30 cm, kayu Meranti PK 6. 46 1 140,736.50 37,312.50 178,049.00

39 Pas.Lisplank 3 x 20 cm, kayu Meranti PK 6. 47 1 M' 38,047.48 19,650.00 57,697.48

40 Pas.Lisplank 3 x 20 cm, kayu Meranti Batu PK 6. 48 1 M' 62,557.80 19,275.00 81,832.80

41 Pas.Lisplank 3 x 30 cm, kayu Jati PK 6. 49 1 M' 241,590.93 21,175.00 262,765.93

42 Pas.Lisplank 3 x 30 cm, kayu Meranti Batu PK 6. 50 1 M' 95,285.98 21,175.00 116,460.98

43 PK 6. 51 1 M' 125,539.66 29,000.00 154,539.66

44 PK 6. 52 1 M' 74,724.85 14,500.00 89,224.85

45 Pas.Lisplank 2 x ( 2 x 20) cm, kayu Meranti PK 6. 53 1 M' 45,448.64 14,500.00 59,948.64

46 Pas.Rangka Dinding Pemisah, kayu D.Laut PK 6. 54 1 223,329.26 43,500.00 266,829.26

47 Pas.Rangka Dinding Pemisah, kayu Meranti PK 6. 55 1 137,616.54 43,500.00 181,116.54

48 PK 6. 56 1 259,290.50 43,500.00 302,790.50

49 PK 6. 57 1 245,760.50 53,050.00 298,810.50

50 Pas.Dinding Lambesring, kayu Jati PK 6. 58 1 155,930.50 159,150.00 315,080.50

51 Pas.Plywood 4 mm utk Dinding PK 6. 59 1 26,354.50 6,634.00 32,988.50

52 Pas.List Plafond, kayu profil PK 6. 60 1 M' 11,970.00 2,515.00 14,485.00

G. PEKERJAAN BETON

1 Pas. Beton Tumbuk, 1 Pc : 3 Ps : 5 Kr PB 6. 1 1 M³ 453,405.00 96,775.00 550,180.00



4 PB 6. 4 1 21,670.00 53,530.00 75,200.00



7 PB 6. 7 1 M³ 602,643.00 96,775.00 699,418.00

8 PB 6. 8 1 M³ 566,220.60 96,775.00 662,995.60

9 PB 6. 9 1 M³ 648,334.20 96,775.00 745,109.20

10 Pas. Beton Bertulang, 1 Pc : 1 Ps : 2 Kr PB 6. 10 1 M³ 742,698.60 96,775.00 839,473.60

11 Membuat Tiang Pancang Prestressed Beton PB 6. 11 1 M³ 713,544.00 96,775.00 810,319.00



14 PB 6. 15 1 M³ 633,278.40 170,375.00 803,653.40

15 PB 6. 16 1 M³ 676,958.40 170,375.00 847,333.40

16 Pas. Beton Bertulang, 1 Pc : 1 Ps : 1 Kr PB 6. 17 1 M³ 878,493.60 170,375.00 1,048,868.60

17 Pembesian dengan besi polos PB 6. 25 1 Kg 13,183.80 1,460.00 14,643.80

18 Kabel Prestressed polos / strends PB 6. 26 1 Kg 13,125.70 1,090.00 14,215.70

19 Pas. Bekisting untuk Pondasi PB 6. 28 1 129,404.00 32,625.00 162,029.00

M²

Pas.Rangka Langit2 30 x 30 cm, kayu Damar Laut

M²

M²

Pas.Lisplank 2 x ( 3 x 20) cm, kayu Meranti Batu

Pas.Lisplank 2 x ( 2 x 20) cm, kayu Meranti Batu

M²

M²

Pas.Dinding Pemisah Teakwood, kayu Damar Laut

M²

Pas.Dinding Pemisah Plywood, kayu Damar Laut M²

M²

M²

Pas. Beton Tumbuk, 1 Pc : 3 Ps : 5 Kr, tebal 5 cm M²

Pas. Beton Tumbuk, 1 Pc : 2 Ps : 2½ Kr

Pas. Beton Tumbuk, 1 Pc : 1½ Ps : 3 Kr

Pas. Beton Tumbuk, 1 Pc : 1½ Ps : 2½ Kr

Pas. Beton Bertulang, 1 Pc : 1½ Ps : 3 Kr

Pas. Beton Bertulang, 1 Pc : 1½ Ps : 2½ Kr

M²

1 2 3 4 5 6 7

20 Pas. Bekisting untuk Sloof PB 6. 29 1 145,128.50 32,625.00 177,753.50

21 Pas. Bekisting untuk Kolom PB 6. 30 1 274,447.00 37,755.00 312,202.00

22 Pas. Bekisting untuk Balok PB 6. 31 1 283,881.70 38,655.00 322,536.70

23 Pas. Bekisting untuk Lantai PB 6. 32 1 357,447.00 38,655.00 396,102.00

24 Pas. Bekisting untuk Dinding PB 6. 33 1 299,472.50 38,655.00 338,127.50

25 Pas. Bekisting untuk Tangga PB 6. 34 1 242,712.00 38,655.00 281,367.00

26 Pas. Beton dengan Mutu K 225 PB 6. 35 1 M³ 651,942.00 359,000.00 1,010,942.00

27 Pas. Beton dengan Mutu K 275 PB 6. 36 1 M³ 672,237.60 359,000.00 1,031,237.60

28 Pas. Bekisting Jembatan Cor PB 6. 37 1 99,472.36 10,760.00 110,232.36

29 PB 6. 38 1 M³ 3,115,783.40 361,550.00 3,477,333.40

30 PB 6. 39 1 M³ 3,970,345.40 467,575.00 4,437,920.40

31 PB 6. 40 1 M³ 7,098,450.40 758,750.00 7,857,200.40

32 PB 6. 41 1 M³ 5,356,024.40 609,515.00 5,965,539.40

33 PB 6. 42 1 M³ 4,996,911.40 575,675.00 5,572,586.40

34 PB 6. 43 1 M³ 4,705,115.40 555,215.00 5,260,330.40

35 PB 6. 44 1 M³ 4,933,038.90 556,735.00 5,489,773.90

36 Pas. Ringbalk Btn Bertulang, (10 x 15) cm PB 6. 46 1 M³ 65,110.30 11,960.00 77,070.30

G. PEKERJAAN PENUTUP ATAP

1 Pas. Atap Genteng Plantong kecil PPA 6 1 1 38,000.00 12,665.00 50,665.00

2 Pas. Atap Genteng kodok / Glazzur PPA 6 2 1 49,250.00 12,665.00 61,915.00

3 Pas. Atap Genteng Plantong Super / besar PPA 6 3 1 43,440.00 11,540.00 54,980.00

4 Pas. Bubung Genteng Plantong kecil PPA 6 4 1 M' 55,124.00 32,610.00 87,734.00

5 Pas. Bubung Atap Genteng kodok PPA 6 5 1 M' 56,074.00 32,610.00 88,684.00

6 Pas. Bubung Genteng Plantong besar PPA 6 6 1 M' 58,944.00 32,610.00 91,554.00

7 Pas. Atap Roof light Fibreglass 180x90 cm PPA 6 7 1 25,248.50 11,565.00 36,813.50

8 PPA 6 8 1 43,305.00 12,215.00 55,520.00

9 PPA 6 9 1 43,720.00 12,215.00 55,935.00

10 PPA 6 10 1 47,874.00 12,215.00 60,089.00

11 PPA 6 11 1 47,865.00 11,760.00 59,625.00

12 PPA 6 12 1 44,745.00 11,760.00 56,505.00

13 PPA 6 13 1 42,985.00 11,760.00 54,745.00

14 PPA 6 14 1 33,408.00 11,565.00 44,973.00

15 PPA 6 18 1 52,049.40 11,565.00 63,614.40

16 PPA 6 19 1 50,968.50 11,565.00 62,533.50

17 PPA 6 20 1 52,053.00 11,565.00 63,618.00

18 PPA 6 21 1 52,049.40 11,565.00 63,614.40

19 Pas. Bubung/Nok stel gelombang 0,92 m PPA 6 22 1 M' 153,744.00 13,100.00 166,844.00

M²

M²

M²

M²

M²

M²

M²

Membuat Pondasi beton bertulang ( 150 kg besi + bekisting )

Membuat Sloof beton bertulang ( 200 kg besi + bekisting )

Membuat Kolom beton bertulang ( 300 kg besi + bekisting )

Membuat Balok beton bertulang ( 200 kg besi + bekisting )

Membuat Balok beton bertulang ( 150 kg besi + bekisting )

Membuat Dinding beton bertulang ( 150 kg besi + bekisting )

Membuat Tangga beton bertulang ( 150 kg besi+bekisting )

M²

M²

M²

M²

Pas. Atap Asbes Gelombang (2,70 x 0,92 x 5 mm) M²

Pas. Atap Asbes Gelombang (2,40 x 0,92 x 5 mm)

M²


M²

Pas. Atap Asbes Gelombang (1,80 x 0,92 x 5 mm) M²


M²


M²


M²


M²


M²


M²


M²

1 2 3 4 5 6 7



22 Pas. Nok Paten 0,92 m PPA 6 25 1 M' 151,152.00 13,100.00 164,252.00



25 Pas. Nok stel rata 0,92 m PPA 6 28 1 M' 147,080.00 15,445.00 162,525.00

26 Pas. Nok stel rata 1,05 m PPA 6 29 1 M' 141,250.00 13,100.00 154,350.00

27 Pas. Atap Genteng Beton PPA 6 30 1 60,033.60 16,800.00 76,833.60

28 Pas. Atap Genteng Aspal PPA 6 31 1 119,672.40 29,275.00 148,947.40

29 Pas. Atap Genteng Metal/Multi roof PPA 6 32 1 100,199.00 16,800.00 116,999.00

30 Pas. Atap Sirap PPA 6 33 1 58,586.00 26,035.00 84,621.00

31 Pas. Nok genteng Beton PPA 6 34 1 M' 61,060.00 33,600.00 94,660.00

32 Pas. Nok genteng Aspal PPA 6 35 1 M' 50,630.03 24,080.00 74,710.03

33 Pas. Nok genteng Metal PPA 6 36 1 M' 41,686.50 22,840.00 64,526.50

34 Pas. Nok genteng Sirap PPA 6 37 1 M' 76,880.12 24,080.00 100,960.12

35 Pas. Atap Seng Gelombang PPA 6 38 1 38,694.00 10,080.00 48,774.00

36 Pas. Nok Atap seng gelombang PPA 6 39 1 M' 31,870.00 12,230.00 44,100.00

37 Pas. Atap Alluminium PPA 6 40 1 94,267.50 56,430.00 150,697.50

38 Pas. Nok Alluminium PPA 6 41 1 M' 53,358.00 70,800.00 124,158.00

39 Pas. Alluminium foil / sisalation PPA 6 42 1 73,689.00 10,815.00 84,504.00

H. PEKERJAAN LANGIT LANGIT

Pas. Langit2 Asbes (1 x 1) m tbl.6 mm PLL 6 1 1 17,351.80 6,507.50 23,859.30

2 Pas. Langit2 Asbes (1 x 1) m tbl.5 mm PLL 6 2 1 14,477.50 6,507.50 20,985.00

3 Pas. Langit2 Asbes (1 x 1) m tbl.4 mm PLL 6 3 1 11,604.30 6,507.50 18,111.80

4 Pas. Langit2 Asbes (1 x 1) m tbl.3,5 mm PLL 6 4 1 9,184.30 6,507.50 15,691.80

5 Pas. Langit2 Akustik (30 x 30) cm PLL 6 5 1 94,041.50 11,565.00 105,606.50



8 Pas. Langit2 Plywood (30 x 60) cm t.4 mm PLL 6 8 1 23,555.10 10,592.50 34,147.60




12 Pas. Langit2 Teakwood (30 x 60) cm t.4 mm PLL 6 12 1 34,977.90 10,592.50 45,570.40

13 Pas. Langit2 Teakwood (60 x 120) cm 4 mm PLL 6 13 1 36,421.65 10,592.50 47,014.15

14 Pas. Langit2 Kayu Jati PLL 6 14 1 526,886.92 53,050.00 579,936.92

15 Pas. Langit2 Papan Rider PLL 6 16 1 205,721.80 53,050.00 258,771.80

16 Pas. Langit2 Soft board PLL 6 17 1 19,896.80 34,415.00 54,311.80

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

1 2 3 4 5 6 7

17 PLL 6 18 1 126,341.00 43,412.50 169,753.50

18 Pas. List Langit2 Kayu Profil 3" PLL 6 19 1 M' 18,919.30 6,040.00 24,959.30

19 PLL 6 20 1 73,728.80 31,795.00 105,523.80

20 PLL 6 21 1 143,843.10 41,892.50 185,735.60

21 PLL 6 22 1 212,176.30 41,415.00 253,591.30

22 PLL 6 23 1 232,701.30 48,877.50 281,578.80

23 Pas. Langit2 Gypsum Board, tebal 9 mm PLL 6 24 1 36,331.90 8,400.00 44,731.90

I. PEKERJAAN SANITASI

1 Kloset Duduk / monoblok PS 6 1 1 Bh 1,862,102.00 266,050.00 2,128,152.00

2 Kloset Jongkok Porselen PS 6 2 1 Bh 212,965.00 164,300.00 377,265.00

3 Kloset Jongkok Teraso PS 6 3 1 Bh 489,795.00 159,250.00 649,045.00

4 Urinoir PS 6 4 1 Bh 591,057.00 123,000.00 714,057.00

5 Washtafel PS 6 5 1 Bh 544,065.00 165,000.00 709,065.00

6 PS 6 6 1 Bh 173,145.00 154,925.00 328,070.00

7 PS 6 7 1 Bh 194,700.00 126,200.00 320,900.00

8 PS 6 8 1 Bh 690,250.00 369,000.00 1,059,250.00

9 Bak Kift Porselen PS 6 9 1 Bh 3,300,000.00 180,625.00 3,480,625.00

10 PS 6 10 1 Bh 3,407,536.44 567,000.00 3,974,536.44

11 PS 6 11 1 Bh 184,800.00 544,500.00 729,300.00

12 PS 6 15 1 M' 114,638.30 31,920.00 146,558.30

13 Bak Kontrol bt.bata (30 x30) cm, t= 35 cm PS 6 16 1 Bh 191,546.90 210,967.50 402,514.40



16 PS 6 19 1 M' 127,100.00 10,440.00 137,540.00

17 PS 6 20 1 M' 178,250.00 10,440.00 188,690.00

18 PS 6 21 1 M' 260,400.00 10,440.00 270,840.00

19 PS 6 22 1 M' 333,250.00 18,207.00 351,457.00

20 PS 6 23 1 M' 399,900.00 18,207.00 418,107.00

21 PS 6 24 1 M' 443,300.00 18,207.00 461,507.00

22 PS 6 25 1 M' 46,887.50 6,069.00 52,956.50

23 PS 6 26 1 M' 62,829.25 6,069.00 68,898.25

24 PS 6 27 1 M' 104,625.00 6,069.00 110,694.00

25 PS 6 28 1 M' 151,125.00 6,069.00 157,194.00

26 PS 6 29 1 M' 178,250.00 9,103.50 187,353.50

27 PS 6 30 1 M' 204,600.00 6,069.00 210,669.00

28 PS 6 31 1 M' 237,150.00 13,658.00 250,808.00

29 PS 6 32 1 M' 398,350.00 13,658.00 412,008.00

Pas. Langit2 Akustik 60 x 120 cm + Rangka Alluminium

M²

Pas. Langit2 Asbes (1 x 1) m, tbl.3,2 mm, Rangka Kayu Meranti M²

Pas. Langit2 Plywood 4 mm + Rangka Kayu Meranti

M²

Pas. Langit2 Akustik (30 x 60) cm + Rangka Kayu Meranti M²

Pas. Langit2 Akustik (30 x 30) cm + Rangka Kayu Meranti

M²

M²

Bak Mandi Teraso volume 0,3 m³

Bak Mandi Fibreglass volume 0,3 m³

Bak Mandi Batu bata volume 0,3 m³

Bak Beton volume 1 m³

Bak Fibreglass volume 1 m³

Pas. Pipa Beton Ø 30 - 100 cm

Pas. Pipa Galvanis Ø ½"

Pas. Pipa Galvanis Ø ¾"

Pas. Pipa Galvanis Ø 1"

Pas. Pipa Galvanis Ø 1½"



Pas. Pipa PVC type AW Ø ½"

Pas. Pipa PVC type AW Ø ¾"

Pas. Pipa PVC type AW Ø 1"

Pas. Pipa PVC type AW Ø 1½"


Pas. Pipa PVC type AW Ø 2½"



1 2 3 4 5 6 7

30 Bak Cuci Piring Steinlees 2 lobang PS 6 33 1 Bh 439,270.00 23,182.50 462,452.50

31 Bak Cuci Piring Teraso 2 lobang PS 6 34 1 Bh 291,225.00 38,637.50 329,862.50

32 PS 6 35 1 Bh 26,963.75 7,975.00 34,938.75

33 Pas. Floor Drain # 4" PS 6 36 1 Bh 15,000.00 7,975.00 22,975.00

J. PEKERJAAN BESI DAN ALLUMINIUM

1 Pas. Rangka Atap baja PBA 6 1 1 Kg 17,140.20 3,556.50 20,696.70

2 Pas. Pintu besi PBA 6 1 2 458,850.00 78,135.00 536,985.00

3 Pas. Jendela besi PBA 6 1 3 316,250.00 123,663.75 439,913.75

4 Pas. Pintu Gulung besi PBA 6 1 5 500,250.00 141,330.00 641,580.00

5 Pas. Pintu Lipat besi PBA 6 1 6 517,500.00 123,661.00 641,161.00

6 Pas. Sunscreen Alluminium PBA 6 1 7 488,750.00 61,820.00 550,570.00

7 Pas. Rolling Door PBA 6 1 8 477,250.00 152,911.00 630,161.00

8 Pas. Pintu Alluminium PBA 6 1 9 546,250.00 123,661.00 669,911.00

9 Pas. Venetions blainds PBA 6 1 10 146,625.00 40,092.50 186,717.50

10 Pas. Verticals blainds PBA 6 1 11 155,250.00 40,092.50 195,342.50

11 Pas. Teralis besi PBA 6 1 12 145,130.00 129,063.00 274,193.00

12 Pas. Kawat Harmonika # 2" PBA 6 1 13 48,043.30 11,777.50 59,820.80

13 Pas. Kawat Nyamuk PBA 6 1 14 22,919.30 11,777.50 34,696.80

14 Pas. Kawat Kassa PBA 6 1 15 44,248.30 11,777.50 56,025.80

15 Pas. Kawat Burung PBA 6 1 16 44,242.80 11,777.50 56,020.30

16 Pas. Jendela Naco dan Teralis PBA 6 1 17 207,358.60 23,555.00 230,913.60

17 Pas. Talang Datar, Seng BJLS 35 PBA 6 1 18 M' 112,898.85 34,693.75 147,592.60

18 Pas. Talang Miring, Seng BJLS 35 PBA 6 1 19 M' 163,329.45 34,693.75 198,023.20

19 PBA 6 1 20 M' 136,401.50 24,943.75 161,345.25

K. PEKERJAAN KUNCI DAN KACA

1 Pas. Kunci Tanam Antik PKK 6 1 1 Bh 203,500.00 46,365.00 249,865.00

2 Pas. Kunci Tanam Biasa PKK 6 2 1 Bh 81,840.00 33,975.00 115,815.00

3 Pas. Kunci Tanam Kmr.mandi PKK 6 3 1 Bh 49,720.00 33,237.50 82,957.50

4 Pas. Kunci Silinder PKK 6 4 1 Bh 167,750.00 33,113.75 200,863.75

5 Pas. Engsel Pintu PKK 6 5 1 Bh 13,750.00 11,591.25 25,341.25

6 Pas. Engsel Jendela Kupu-kupu PKK 6 6 1 Bh 10,230.00 7,727.50 17,957.50

7 Pas. Engsel Angin PKK 6 7 1 Bh 22,770.00 15,950.00 38,720.00

8 Pas. Spring Knip PKK 6 8 1 Bh 8,250.00 11,591.25 19,841.25

9 Pas. Kait Angin PKK 6 9 1 Bh 17,380.00 11,591.25 28,971.25

10 Pas. Kunci Selot PKK 6 10 1 Bh 99,770.00 38,637.50 138,407.50

11 Pas. Pegangan/Handle Pintu PKK 6 11 1 Bh 40,370.00 15,455.00 55,825.00

12 Pas. Door Stop PKK 6 12 1 Bh 102,740.00 38,637.50 141,377.50

Pas. Kran air ½" atau ¾"

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

Pas. Talang 1/2 Ø 10 cm, Seng BJLS 35

1 2 3 4 5 6 7

13 Pas. Rel pintu dorong PKK 6 13 1 Bh 34,650.00 7,727.50 42,377.50

14 Pas. Kunci Lemari PKK 6 14 1 Bh 145,750.00 46,365.00 192,115.00

15 Pas. Kaca Polos tbl.3 mm PKK 6 15 1 11,220.00 19,318.75 30,538.75



18 Pas. Kaca Buram tbl.5 mm PKK 6 18 1 232,320.00 12,749.00 245,069.00

19 Pas. Kaca Cermin tbl.5 mm PKK 6 19 1 122,787.50 19,318.75 142,106.25

20 Pas. Kaca Cermin tbl.8 mm PKK 6 20 1 161,700.00 11,591.25 173,291.25

21 Pas. Kaca Wireglass tbl.5 mm PKK 6 21 1 193,600.00 11,591.25 205,191.25

22 Pas. Kaca Patri tbl.5 mm PKK 6 23 1 151,250.00 11,591.25 162,841.25

J. PEK. PENUTUP ATAP DAN LANTAI

1 Pas. Lantai Ubin Pc Abu-abu 40 x 40 cm PPL 6 1 1 48,798.15 20,637.50 69,435.65



4 Pas. Lantai Ubin Warna 40 x 40 cm PPL 6 4 1 83,364.00 20,637.50 104,001.50



7 Pas. Lantai Ubin Teraso 40 x 40 cm PPL 6 7 1 135,019.25 20,637.50 155,656.75

8 Pas. Lantai Ubin Teraso 30 x 30 cm PPL 6 8 1 37,192.25 22,152.50 59,344.75

9 Pas. Lantai Ubin Granito 40 x 40 cm PPL 6 9 1 310,332.25 20,637.50 330,969.75

10 Pas. Lantai Ubin Granito 30 x 30 cm PPL 6 10 1 300,893.65 21,477.50 322,371.15

11 Pas. Lantai Ubin Terralux Marmar 60/60 cm PPL 6 13 1 571,689.75 20,637.50 592,327.25



14 Pas. Plint Ubin Pc Abu-abu 10 x 20 cm PPL 6 16 1 M' 7,980.00 5,040.00 13,020.00



17 Pas. Plint Ubin Warna 10 x 20 cm PPL 6 19 1 M' 8,000.00 5,040.00 13,040.00



20 Pas. Plint Ubin Teraso 10 x 30 cm PPL 6 22 1 M' 30,074.50 6,720.00 36,794.50

21 Pas. Plint Ubin Teraso 10 x 40 cm PPL 6 23 1 M' 31,108.50 6,720.00 37,828.50

22 Pas. Plint Ubin Granito 10 x 40 cm PPL 6 24 1 M' 153,265.90 5,040.00 158,305.90

23 Pas. Plint Ubin Granito 10 x 30 cm PPL 6 25 1 M' 87,132.70 47,272.50 134,405.20

24 Pas. Plint Terralux Marmar 10 x 60 cm PPL 6 28 1 M' 68,517.40 47,272.50 115,789.90



M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

1 2 3 4 5 6 7

27 Pas. Lantai Keramik Artistik 10 x 20 cm PPL 6 34 1 103,650.00 54,925.00 158,575.00



30 Pas. Plint Keramik Artistik 10 x 20 cm PPL 6 37 1 M' 10,767.40 10,822.50 21,589.90



33 Pas. Plint Keramik 10 x 20 cm PPL 6 39A 1 M' 7,010.40 10,822.50 17,832.90

34 Pas. Plint Keramik 10 x 30 cm PPL 6 39B 1 M' 11,430.20 10,822.50 22,252.70

35 Pas. Plint Keramik 10 x 40 cm PPL 6 39C 1 M' 16,360.40 10,822.50 27,182.90

36 Pas. Plint Vynil tanpa adukan PPL 6 41 1 M' 29,300.00 9,620.00 38,920.00

37 Pas. Lantai Keramik 10 x 20 cm PPL 6 42 1 76,150.00 54,925.00 131,075.00






43 Pas. Lantai Keramik 30 x 30 cm anti slip PPL 6 48 1 92,650.00 54,925.00 147,575.00


45 Pas. Lantai Mosaik 30 x 30 cm Ex lokal PPL 6 50 1 177,165.50 54,925.00 232,090.50

46 Pas. Lantai Marmar PPL 6 51 1 275,899.30 54,925.00 330,824.30

47 PPL 6 52 1 95,025.00 20,442.50 115,467.50

48 PPL 6 53 1 97,125.00 20,442.50 117,567.50

49 Pas. Lantai Karpet Vynil PPL 6 55 1 100,275.00 20,442.50 120,717.50

50 Pas. Lantai Parquet Jati PPL 6 56 1 375,150.00 56,412.50 431,562.50

51 Pas. Dinding Porselen 11 x 11 cm, putih PPL 6 58 1 107,686.00 65,800.00 173,486.00

52 Pas. Dinding Porselen 11 x 11 cm, warna PPL 6 59 1 125,946.00 65,800.00 191,746.00

53 Pas. Dinding Porselen 15 x 15 cm, putih PPL 6 60 1 110,436.00 61,275.00 171,711.00

54 Pas. Dinding Porselen 15 x 15 cm, warna PPL 6 61 1 120,336.00 61,275.00 181,611.00

55 Pas. Dinding Keramik artistik 10 x 20 cm PPL 6 64 1 181,386.00 61,275.00 242,661.00

56 Pas. Dinding Keramik artistik 5 x 20 cm PPL 6 65 1 98,886.00 61,275.00 160,161.00

57 Pas. Dinding Keramik 10 x 20 cm PPL 6 66 1 71,386.00 61,275.00 132,661.00




61 Pas. Dinding Marmar PPL 6 70 1 265,028.50 81,450.00 346,478.50

62 Pas. Dinding Bata pelapis 7 x 3 x 20 cm PPL 6 71 1 136,376.50 67,150.00 203,526.50

63 Pas. Dinding Batu Poros PPL 6 73 1 1,337,707.50 54,925.00 1,392,632.50

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

Pas. Lantai Karpet 100% Wool M²

Pas. Lantai Karpet 80% Wool, 20% Nylon M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

M²

1 2 3 4 5 6 7

64 Pas. Dinding Batu tempel hitam PPL 6 74 1 1,219,307.50 54,925.00 1,274,232.50

65 Pas. Lantai Vynil karet 30 x 30 cm Kls.I PPL 6 75 1 101,574.00 18,037.50 119,611.50

66 Pas. Lantai Vynil karet 30 x 30 cm Kls.II PPL 6 76 1 94,050.00 18,037.50 112,087.50

67 Pas. Lantai Vynil asbes 30 x 30 cm PPL 6 77 1 85,272.00 18,037.50 103,309.50

68 Pas. Lantai Vynil motif kembang 30 x 30 cm PPL 6 78 1 97,812.00 18,037.50 115,849.50

69 Pas. Wall corverting lbr 50 cm PPL 6 79 1 77,625.00 46,542.50 124,167.50

70 Pas. Plint kayu jati 2 x 10 cm PPL 6 82 1 M' 53,516.51 14,430.00 67,946.51

71 Pas. Plint kayu Meranti Batu 2 x 10 cm PPL 6 82A 1 M' 21,595.43 14,430.00 36,025.43

K. PEKERJAAN PENGECATAN

1 Mengikis/mengerok permukaan cat lama PC 6 1 1 1,023.00 6,887.50 7,910.50

2 PC 6 2 1 687.50 6,887.50 7,575.00

3 PC 6 3 1 687.50 6,887.50 7,575.00

4 Mengikis/mengerok permukaan cat lama PC 6 4 1 687.50 6,887.50 7,575.00

5 Menyabun permukaan tembok lama PC 6 6 1 1,370.60 7,537.50 8,908.10

6 Mendempul/menggosok permukaan kayu PC 6 7 1 185,000.00 8,725.00 193,725.00

7 Mengecat permukaan bidang kayu lama PC 6 13 1 7,513.00 18,937.50 26,450.50

8 Pelaburan bidang kayu dgn vernis PC 6 14 1 7,352.40 5,605.00 12,957.40

9 PC 6 15 1 7,946.40 4,442.50 12,388.90

10 PC 6 17 1 7,609.80 14,571.60 22,181.40

11 Melabur tembok dgn kapur sirih PC 6 18 1 37,677.00 2,300.00 39,977.00

12 Melabur tembok lama dgn kapur sirih PC 6 19 1 40,796.00 14,187.50 54,983.50

13 Pas. Wall paper PC 6 20 1 4,471.50 15,950.00 20,421.50

14 Pengecatan permukaan baja dgn cat menie PC 6 21 1 10,761.30 27,975.00 38,736.30

15 PC 6 23 1 13,662.00 2,760.00 16,422.00

16 PC 6 24 1 12,617.00 108,000.00 120,617.00

17 PC 6 25 1 4,125.00 89,500.00 93,625.00

Medan, Maret 2008

DIKETAHUI OLEH : DIBUAT OLEH : TIM TEKNISKepala Dinas Penataan Ruang dan 1. Ir. Jeremias Sinaga, MAP ( ……………. )

Permukiman Prov. Sumatera Utara 2. Ir. Herimas ( ……………. )

3. H. Sugiarto Bharata, ST ( ……………. )

4. H. Ali Muhar, ST ( ……………. )

Ir. H. Syafruddin Siregar, MSi 5. Sakula Karo karo, ST ( ……………. )

Pembina Utama Muda 6. Ebenser Saragih, SE ( ……………. )

NIP. 400025884 7. Sahat Hasudungan, ST ( ……………. )

8. Ir. Tanogara Siahaan ( ……………. )

9. Ali Fauzan, ST ( ……………. )

10. Ir. Naimul Ahmad R. ST ( ……………. )

11. Chandra, ST ( ……………. )

M²

M²

M²

M²

M²

M²

M²

Mencuci bidang permukaan tembok yang pernah di cat

M²

Mengerok karat cat lama permukaan baja dengan cara manual

M²

M²

M²

M²

M²

M²

Pengecatan tembok baru ( 1lapis plamir, 1 lps cat dasar, 2 lps cat penutup )

M²

Pengecatan tembok lama ( 1 lps cat dasar, 2 lps cat penutup )

M²

M²

M²

M²

M²

Pengecatan permukaan baja dgn cat menie besi dgn perancah

M²

Pengecatan permukaan baja lapis seng (galbani), cara manual 1 lapis tbl.200

M²

Pengecatan permukaan baja lapis seng (galbani), cara manual 3 lapis tbl.200

M²

ANALISA BIAYA KONSTRUKSIPEKERJAAN KUNCI DAN KACA

PKK 6.1 1 buah pasang kunci tanam antik6.1.1 Bahan

Kunci tanam antik 1.000 Bh x Rp. 203,500 = Rp. 203,500.00Jumlah (1) = Rp. 203,500.00



PKK 6.2 1 buah pasang kunci tanam biasa6.2.1 Bahan

Kunci tanam biasa 1.000 Bh x Rp. 81,840 = Rp. 81,840.00Jumlah (1) = Rp. 81,840.00

6.1.2 TenagaPekerja 0.010 Oh x Rp. 45,000 = Rp. 450.00Tukang Kayu 0.500 Oh x Rp. 65,000 = Rp. 32,500.00Kepala Tukang 0.010 Oh x Rp. 75,000 = Rp. 750.00Mandor 0.005 Oh x Rp. 55,000 = Rp. 275.00


PKK 6.3 1 buah pasang kunci tanam kamar mandi6.3.1 Bahan

Kunci tanam kamar mandi 1.000 Bh x Rp. 49,720 = Rp. 49,720.00Jumlah (1) = Rp. 49,720.00



PKK 6.4 1 buah pasang kunci silinder6.4.1 Bahan

Kunci silinder 1.000 Bh x Rp. 167,750 = Rp. 167,750.00Jumlah (1) = Rp. 167,750.00



PKK 6.5 1 buah pasang engsel pintu6.5.1 Bahan

engsel pintu 1.000 Bh x Rp. 13,750 = Rp. 13,750.00Jumlah (1) = Rp. 13,750.00

6.5.2 TenagaPekerja 0.015 Oh x Rp. 45,000 = Rp. 675.00Tukang Kayu 0.150 Oh x Rp. 65,000 = Rp. 9,750.00Kepala Tukang 0.015 Oh x Rp. 75,000 = Rp. 1,125.00Mandor 0.00075 Oh x Rp. 55,000 = Rp. 41.25


PKK 6.6 1 buah pasang engsel jendela kupu-kupu6.6.1 Bahan

Engsel jendela 1.000 Bh x Rp. 10,230 = Rp. 10,230.00Jumlah (1) = Rp. 10,230.00



PKK 6.7 1 buah pasang engsel angin6.7.1 Bahan

Engsel angin 1.000 Bh x Rp. 22,770 = Rp. 22,770.00Jumlah (1) = Rp. 22,770.00


Jumlah (2) = Rp. 15,950.00PKK 6.8 1 buah pasang spring knip Jumlah (1) + (2) = Rp. 38,720.00

6.8.1 Bahan Spring knip 1.000 Bh x Rp. 8,250 = Rp. 8,250.00

Jumlah (1) = Rp. 8,250.006.8.2 Tenaga

Pekerja 0.015 Oh x Rp. 45,000 = Rp. 675.00Tukang Kayu 0.150 Oh x Rp. 65,000 = Rp. 9,750.00Kepala Tukang 0.015 Oh x Rp. 75,000 = Rp. 1,125.00Mandor 0.00075 Oh x Rp. 55,000 = Rp. 41.25


PKK 6.9 1 buah pasang kait angin6.9.1 Bahan

Kait angin 1.000 Bh x Rp. 17,380 = Rp. 17,380.00Jumlah (1) = Rp. 17,380.00



PKK 6.10 1 buah pasang door closer6.10.1 Bahan

Door closer 1.000 Bh x Rp. 99,770 = Rp. 99,770.00Jumlah (1) = Rp. 99,770.00



PKK 6.11 1 buah pasang kunci selot6.11.1 Bahan

Kunci selot 1.000 Bh x Rp. 40,370 = Rp. 40,370.00Jumlah (1) = Rp. 40,370.00



PKK 6.12 1 buah pasang pegangan pintu / door holder6.12.1 Bahan

Pegangan pintu/door holder 1.000 Bh x Rp. 102,740 = Rp. 102,740.00Jumlah (1) = Rp. 102,740.00



PKK 6.13 1 buah pasang door stop6.13.1 Bahan

Door stop 1.000 Bh x Rp. 34,650 = Rp. 34,650.00Jumlah (1) = Rp. 34,650.00



PKK 6.14 1 buah pasang rel pintu dorong6.14.1 Bahan

Rel pintu dorong 1.000 Bh x Rp. 145,750 = Rp. 145,750.00Jumlah (1) = Rp. 145,750.00


Jumlah (2) = Rp. 46,365.00PKK 6.15 1 buah pasang kunci lemari Jumlah (1) + (2) = Rp. 192,115.00

6.15.1 Bahan Kunci lemari 1.000 Bh x Rp. 11,220 = Rp. 11,220.00

Jumlah (1) = Rp. 11,220.006.15.2 Tenaga



PKK 6.16 1 M² pasang kaca, tebal 3 mm6.16.1 Bahan

Kaca polos 1.100 x Rp. 79,200 = Rp. 87,120.00Jumlah (1) = Rp. 87,120.00










Jumlah (2) = Rp. 12,749.00PKK 6.19 1 M² pasang kaca buram, tebal 5 mm Jumlah (1) + (2) = Rp. 245,069.00

6.19.1 Bahan Kaca buram 1.100 x Rp. 110,000 = Rp. 121,000.00 Sealent 0.050 Kg x Rp. 35,750 = Rp. 1,787.50

Jumlah (1) = Rp. 122,787.506.19.2 Tenaga



PKK 6.20 1 M² pasang kaca cermin, tebal 5 mm6.20.1 Bahan

Kaca cermin 1.100 x Rp. 147,000 = Rp. 161,700.00Jumlah (1) = Rp. 161,700.00



M²

M²

M²

M²

M²

PKK 6.21 1 M² pasang kaca cermin, tebal 8 mm6.21.1 Bahan

Kaca cermin 1.100 x Rp. 176,000 = Rp. 193,600.00Jumlah (1) = Rp. 193,600.00



PKK 6.23 1 M² pasang kaca "wireglass" , tebal 5 mm6.23.1 Bahan

Kaca Wireglass 1.100 x Rp. 137,500 = Rp. 151,250.00Jumlah (1) = Rp. 151,250.00



PKK 6.24 1 M² pasang kaca patri, tebal 5 mm6.24.1 Bahan

Kaca Patri 1.100 x Rp. 154,000 = Rp. 169,400.00Jumlah (1) = Rp. 169,400.00



BERSAMBUNG : …………….ABK PEKERJAAN PENUTUP LANTAI DAN DINDING

M²

M²

M²

ANALISA BIAYA KONSTRUKSIPEKERJAAN PENUTUP LANTAI DAN DINDING

PPL 6.1 1 M² Pasang lantai ubin pc abu-abu ukuran 40 x 40 cm6.1.1 Bahan

Ubin PC 40 x 40 cm 6.630 Bh x Rp. 5,280 = Rp. 35,006.40Semen portland 9.800 Kg x Rp. 1,200 = Rp. 11,760.00Pasir pasang 0.0215 x Rp. 94,500 = Rp. 2,031.75

Jumlah (1) = Rp. 48,798.156.1.2 Tenaga





Jumlah (1) = Rp. 49,285.656.2.2 Tenaga





Jumlah (1) = Rp. 49,633.506.3.2 Tenaga



PPL 6.4 1 M² Pasang lantai ubin warna ukuran 40 x 40 cm6.4.1 Bahan

Ubin warna 40 x 40 cm 6.630 Bh x Rp. 10,450 = Rp. 69,283.50Semen portland 8.160 Kg x Rp. 1,200 = Rp. 9,792.00Pasir pasang 0.023 x Rp. 94,500 = Rp. 2,173.50Semen warna 0.900 Kg x Rp. 2,350 = Rp. 2,115.00

Jumlah (1) = Rp. 83,364.006.4.2 Tenaga





Jumlah (1) = Rp. 60,020.006.5.2 Tenaga



M³

M³

M³

M³

M³



Jumlah (1) = Rp. 58,525.506.6.2 Tenaga



PPL 6.7 1 M² Pasang lantai ubin teraso ukuran 40 x 40 cm6.7.1 Bahan

Ubin teraso 40 x 40 cm 6.250 Bh x Rp. 19,250 = Rp. 120,312.50Semen portland 8.800 Kg x Rp. 1,200 = Rp. 10,560.00Pasir pasang 0.0215 x Rp. 94,500 = Rp. 2,031.75Semen warna 0.900 Kg x Rp. 2,350 = Rp. 2,115.00

Jumlah (1) = Rp. 135,019.256.7.2 Tenaga



PPL 6.8 1 M² Pasang lantai ubin teraso ukuran 30 x 30 cm6.8.1 Bahan

Ubin teraso 30 x 30 cm 1.870 Bh x Rp. 10,450 = Rp. 19,541.50Semen portland 10.000 Kg x Rp. 1,200 = Rp. 12,000.00Pasir pasang 0.0215 x Rp. 94,500 = Rp. 2,031.75Semen warna 1.540 Kg x Rp. 2,350 = Rp. 3,619.00

Jumlah (1) = Rp. 37,192.256.8.2 Tenaga



PPL 6.9 1 M² Pasang lantai ubin granito ukuran 40 x 40 cm6.9.1 Bahan

Ubin granito 40 x 40 cm 6.930 Bh x Rp. 42,350 = Rp. 293,485.50Semen portland 9.800 Kg x Rp. 1,200 = Rp. 11,760.00Pasir pasang 0.0215 x Rp. 94,500 = Rp. 2,031.75Semen warna 1.300 Kg x Rp. 2,350 = Rp. 3,055.00

Jumlah (1) = Rp. 310,332.256.9.2 Tenaga



PPL 6.10 1 M² Pasang lantai ubin granito ukuran 30 x 30 cm6.10.1 Bahan

Ubin granito 30 x 30 cm 11.870 Bh x Rp. 23,870 = Rp. 283,336.90Semen portland 10.000 Kg x Rp. 1,200 = Rp. 12,000.00Pasir pasang 0.0215 x Rp. 94,500 = Rp. 2,031.75Semen warna 1.500 Kg x Rp. 2,350 = Rp. 3,525.00

Jumlah (1) = Rp. 300,893.656.10.2 Tenaga



M³

M³

M³

M³

M³

PPL 6.13 1 M² Pasang lantai ubin teralux marmer ukuran 60 x 60 cm6.13.1 Bahan

Ubin marmar 60 x 60 cm 5.600 Bh x Rp. 99,550 = Rp. 557,480.00Semen portland 8.190 Kg x Rp. 1,200 = Rp. 9,828.00Pasir pasang 0.0215 x Rp. 94,500 = Rp. 2,031.75Semen warna 1.000 Kg x Rp. 2,350 = Rp. 2,350.00

Jumlah (1) = Rp. 571,689.756.13.2 Tenaga





Jumlah (1) = Rp. 290,646.756.14.2 Tenaga





Jumlah (1) = Rp. 311,339.256.15.2 Tenaga



PPL 6.16 1 M' Pasang plint ubin pc abu-abu ukuran 10 x 20 cm6.16.1 Bahan

Plint ubin 10 x 20 cm 5.300 Bh x Rp. 935 = Rp. 4,955.50Semen portland 1.560 Kg x Rp. 1,200 = Rp. 1,872.00Pasir pasang 0.003 x Rp. 94,500 = Rp. 283.50

Jumlah (1) = Rp. 7,111.006.16.2 Tenaga




Plint ubin 10 x 30 cm 3.530 Bh x Rp. 1,650 = Rp. 5,824.50Semen portland 1.560 Kg x Rp. 1,200 = Rp. 1,872.00Pasir pasang 0.003 x Rp. 94,500 = Rp. 283.50

Jumlah (1) = Rp. 7,980.006.17.2 Tenaga



M³

M³

M³

M³

M³


Plint ubin 10 x 40 cm 2.650 Bh x Rp. 3,740 = Rp. 9,911.00Semen portland 1.560 Kg x Rp. 1,200 = Rp. 1,872.00Pasir pasang 0.003 x Rp. 94,500 = Rp. 283.50

Jumlah (1) = Rp. 12,066.506.18.2 Tenaga



PPL 6.19 1 M' Pasang plint ubin pc warna ukuran 10 x 20 cm6.19.1 Bahan

Plint ubin pc warna 10 x 20 cm 5.300 Bh x Rp. 1,100 = Rp. 5,830.00Semen portland 1.200 Kg x Rp. 1,200 = Rp. 1,440.00Pasir pasang 0.003 x Rp. 94,500 = Rp. 283.50Semen warna 0.190 Kg x Rp. 2,350 = Rp. 446.50

Jumlah (1) = Rp. 8,000.006.19.2 Tenaga





Jumlah (1) = Rp. 12,388.606.20.2 Tenaga





Jumlah (1) = Rp. 15,367.506.21.2 Tenaga



PPL 6.22 1 M' Pasang plint ubin teraso ukuran 10 x 30 cm6.22.1 Bahan

Plint ubin teraso 10 x 30 cm 3.330 Bh x Rp. 8,250 = Rp. 27,472.50Semen portland 1.560 Kg x Rp. 1,200 = Rp. 1,872.00Pasir pasang 0.003 x Rp. 94,500 = Rp. 283.50Semen warna 0.190 Kg x Rp. 2,350 = Rp. 446.50

Jumlah (1) = Rp. 30,074.506.22.2 Tenaga



M³

M³

M³

M³

M³

PPL 6.23 1 M' Pasang plint ubin teraso ukuran 10 x 40 cm6.23.1 Bahan

Plint ubin teraso 10 x 40 cm 2.650 Bh x Rp. 11,000 = Rp. 29,150.00Semen portland 1.200 Kg x Rp. 1,200 = Rp. 1,440.00Pasir pasang 0.003 x Rp. 94,500 = Rp. 283.50Semen warna 0.100 Kg x Rp. 2,350 = Rp. 235.00

Jumlah (1) = Rp. 31,108.506.23.2 Tenaga



PPL 6.24 1 M' Pasang plint ubin granito ukuran 10 x 40 cm6.24.1 Bahan

Plint ubin granito 10 x 40 cm 2.650 Bh x Rp. 57,090 = Rp. 151,288.50Semen portland 1.200 Kg x Rp. 1,200 = Rp. 1,440.00Pasir pasang 0.0032 x Rp. 94,500 = Rp. 302.40Semen warna 0.100 Kg x Rp. 2,350 = Rp. 235.00

Jumlah (1) = Rp. 153,265.906.24.2 Tenaga



PPL 6.25 1 M' Pasang plint ubin granito ukuran 10 x 30 cm6.25.1 Bahan

Plint ubin granito 10 x 40 cm 3.330 Bh x Rp. 25,410 = Rp. 84,615.30Semen portland 1.650 Kg x Rp. 1,200 = Rp. 1,980.00Pasir pasang 0.0032 x Rp. 94,500 = Rp. 302.40Semen warna 0.100 Kg x Rp. 2,350 = Rp. 235.00

Jumlah (1) = Rp. 87,132.706.25.2 Tenaga



PPL 6.28 1 M' Pasang plint ubin teralux marmer ukuran 10 x 60 cm6.28.1 Bahan

Plint ubin marmer 10 x 60 cm 1.700 Bh x Rp. 59,730 = Rp. 101,541.00Semen portland 1.650 Kg x Rp. 1,200 = Rp. 1,980.00Pasir pasang 0.0032 x Rp. 94,500 = Rp. 302.40Semen warna 0.100 Kg x Rp. 2,350 = Rp. 235.00

Jumlah (1) = Rp. 104,058.406.28.2 Tenaga





Jumlah (1) = Rp. 68,517.406.29.2 Tenaga



M³

M³

M³

M³

M³



Jumlah (1) = Rp. 51,967.906.30.2 Tenaga



PPL 6.34 1 M² Pasang lantai keramik artistik 10 x 20 cm6.34.1 Bahan

Keramik artistik 10 x 20 cm 50.000 Bh x Rp. 1,650 = Rp. 82,500.00Semen portland 11.380 Kg x Rp. 1,200 = Rp. 13,656.00Pasir pasang 0.042 x Rp. 94,500 = Rp. 3,969.00Semen warna 1.500 Kg x Rp. 2,350 = Rp. 3,525.00

Jumlah (1) = Rp. 103,650.006.34.2 Tenaga



PPL 6.35 1 M² Pasang lantai keramik artistik 10 x 10 cm6.35.1 Bahan

Keramik artistik 10 x 10 cm 50.000 Bh x Rp. 825 = Rp. 41,250.00Semen portland 11.380 Kg x Rp. 1,200 = Rp. 13,656.00Pasir pasang 0.042 x Rp. 94,500 = Rp. 3,969.00Semen warna 2.000 Kg x Rp. 2,350 = Rp. 4,700.00

Jumlah (1) = Rp. 63,575.006.35.2 Tenaga



PPL 6.36 1 M² Pasang lantai keramik artistik ukuran 5 x 20 cm6.36.1 Bahan

Keramik artistik 5 x 20 cm 100.000 Bh x Rp. 825 = Rp. 82,500.00Semen portland 11.380 Kg x Rp. 1,200 = Rp. 13,656.00Pasir pasang 0.042 x Rp. 94,500 = Rp. 3,969.00Semen warna 1.500 Kg x Rp. 2,350 = Rp. 3,525.00

Jumlah (1) = Rp. 103,650.006.36.2 Tenaga



PPL 6.37 1 M' Pasang plint keramik artistik ukuran 10 x 20 cm6.37.1 Bahan

Keramik artistik 10 x 20 cm 5.000 Bh x Rp. 1,650 = Rp. 8,250.00Semen portland 1.650 Kg x Rp. 1,200 = Rp. 1,980.00Pasir pasang 0.0032 x Rp. 94,500 = Rp. 302.40Semen warna 0.100 Kg x Rp. 2,350 = Rp. 235.00

Jumlah (1) = Rp. 10,767.406.37.2 Tenaga



M³

M³

M³

M³

M³


Keramik artistik 10 x 10 cm 10.000 Bh x Rp. 825 = Rp. 8,250.00Semen portland 1.650 Kg x Rp. 1,200 = Rp. 1,980.00Pasir pasang 0.0032 x Rp. 94,500 = Rp. 302.40Semen warna 0.120 Kg x Rp. 2,350 = Rp. 282.00

Jumlah (1) = Rp. 10,814.406.38.2 Tenaga




Keramik artistik 5 x 20 cm 5.000 Bh x Rp. 825 = Rp. 4,125.00Semen portland 0.850 Kg x Rp. 1,200 = Rp. 1,020.00Pasir pasang 0.0032 x Rp. 94,500 = Rp. 302.40Semen warna 0.080 Kg x Rp. 2,350 = Rp. 188.00

Jumlah (1) = Rp. 5,635.406.39.2 Tenaga



PPL 6,39 A 1 M' Pasang plint keramik ukuran 10 x 20 cm6.39.1 Bahan

Keramik 10 x 20 cm 5.000 Bh x Rp. 1,100 = Rp. 5,500.00Semen portland 0.850 Kg x Rp. 1,200 = Rp. 1,020.00Pasir pasang 0.0032 x Rp. 94,500 = Rp. 302.40Semen warna 0.080 Kg x Rp. 2,350 = Rp. 188.00

Jumlah (1) = Rp. 7,010.406.39.2 Tenaga



PPL 6,39 B 1 M' Pasang plint keramik ukuran 10 x 30 cm6.39.1 Bahan


Jumlah (1) = Rp. 11,430.206.39.2 Tenaga



PPL 6,39 C 1 M' Pasang plint keramik 10 x 40 cm6.39.1 Bahan


Jumlah (1) = Rp. 16,360.406.39.2 Tenaga



M³

M³

M³

M³

M³

PPL 6.41 1 M' Pasang plint vinyil tanpa adukan 6.41.1 Bahan

Vinyl 30 x 30 cm 3.500 Bh x Rp. 7,480 = Rp. 26,180.00Lem vinyl 0.080 Kg x Rp. 39,000 = Rp. 3,120.00

Jumlah (1) = Rp. 29,300.006.41.2 Tenaga



PPL 6.42 1 M² Pasang lantai keramik 10 x 20 cm6.42.1 Bahan

Ubin keramik 10 x 20 cm 50.000 Bh x Rp. 1,100 = Rp. 55,000.00Semen portland 11.380 Kg x Rp. 1,200 = Rp. 13,656.00Pasir pasang 0.042 x Rp. 94,500 = Rp. 3,969.00Semen warna 1.500 Kg x Rp. 2,350 = Rp. 3,525.00

Jumlah (1) = Rp. 76,150.006.42.2 Tenaga





Jumlah (1) = Rp. 74,390.006.43.2 Tenaga





Jumlah (1) = Rp. 76,150.006.44.2 Tenaga





Jumlah (1) = Rp. 89,350.006.45.2 Tenaga



M³

M³

M³

M³



Jumlah (1) = Rp. 65,150.006.46.2 Tenaga





Jumlah (1) = Rp. 76,194.006.47.2 Tenaga



PPL 6.48 1 M² Pasang lantai keramik 30 x 30 cm anti slip6.48.1 Bahan

Keramik 30 x 30 cm anti slip 10.000 Bh x Rp. 7,150 = Rp. 71,500.00Semen portland 11.380 Kg x Rp. 1,200 = Rp. 13,656.00Pasir pasang 0.042 x Rp. 94,500 = Rp. 3,969.00Semen warna 1.500 Kg x Rp. 2,350 = Rp. 3,525.00

Jumlah (1) = Rp. 92,650.006.48.2 Tenaga





Jumlah (1) = Rp. 76,150.006.49.2 Tenaga



PPL 6.50 1 M² Pasang lantai mosaik 30 x 30 cm, ex lokal6.50.1 Bahan

Mosaik 30 x 30 cm 12.000 Bh x Rp. 12,650 = Rp. 151,800.00Semen portland 14.150 Kg x Rp. 1,200 = Rp. 16,980.00Pasir pasang 0.039 x Rp. 94,500 = Rp. 3,685.50Semen warna 2.000 Kg x Rp. 2,350 = Rp. 4,700.00

Jumlah (1) = Rp. 177,165.506.50.2 Tenaga



M³

M³

M³

M³

M³

PPL 6.51 1 M² Pasang lantai marmer6.51.1 Bahan

Marmer 1.052 Bh x Rp. 238,150 = Rp. 250,533.80Semen portland 14.150 Kg x Rp. 1,200 = Rp. 16,980.00Pasir pasang 0.039 x Rp. 94,500 = Rp. 3,685.50Semen warna 2.000 Kg x Rp. 2,350 = Rp. 4,700.00

Jumlah (1) = Rp. 275,899.306.51.2 Tenaga



PPL 6.52 1 M² Pasang lantai karpet 100% wool6.52.1 Bahan

Karpet wool 1.050 x Rp. 77,500 = Rp. 81,375.00 Lem vinyl 0.350 Kg x Rp. 39,000 = Rp. 13,650.00

Jumlah (1) = Rp. 95,025.006.52.2 Tenaga

Pekerja 0.170 Oh x Rp. 45,000 = Rp. 7,650.00Tukang 0.170 Oh x Rp. 65,000 = Rp. 11,050.00Kepala tukang 0.017 Oh x Rp. 75,000 = Rp. 1,275.00Mandor 0.0085 Oh x Rp. 55,000 = Rp. 467.50


PPL 6.53 1 M² Pasang lantai karpet 80% wool, 20% nylon6.53.1 Bahan

Karpet wool+nylon 1.050 x Rp. 79,500 = Rp. 83,475.00 Lem vinyl 0.350 Kg x Rp. 39,000 = Rp. 13,650.00

Jumlah (1) = Rp. 97,125.006.53.2 Tenaga



PPL 6.55 1 M² Pasang lantai karpet 6.55.1 Bahan

Carpet 1.050 x Rp. 82,500 = Rp. 86,625.00 Lem vinyl 0.350 Kg x Rp. 39,000 = Rp. 13,650.00

Jumlah (1) = Rp. 100,275.006.55.2 Tenaga



PPL 6.56 1 M² Pasang lantai parquet jati6.56.1 Bahan

Perquet jati 1.050 x Rp. 335,000 = Rp. 351,750.00 Lem vinyl 0.600 Kg x Rp. 39,000 = Rp. 23,400.00

Jumlah (1) = Rp. 375,150.006.56.2 Tenaga

Pekerja 0.650 Oh x Rp. 45,000 = Rp. 29,250.00Tukang 0.350 Oh x Rp. 65,000 = Rp. 22,750.00Kepala tukang 0.035 Oh x Rp. 75,000 = Rp. 2,625.00Mandor 0.0325 Oh x Rp. 55,000 = Rp. 1,787.50


PPL 6.58 1 M² Pasang dinding porselin 11 x 11 cm, putih6.58.1 Bahan

Porselin 11 x 11 cm 83.000 Bh x Rp. 1,100 = Rp. 91,300.00Semen portland 9.300 Kg x Rp. 1,200 = Rp. 11,160.00Pasir pasang 0.018 x Rp. 94,500 = Rp. 1,701.00Semen warna 1.500 Kg x Rp. 2,350 = Rp. 3,525.00

Jumlah (1) = Rp. 107,686.006.58.2 Tenaga



M³

M²

M²

M²

M²

M³

PPL 6.59 1 M² Pasang dinding porselin 11 x 11 cm, warna6.59.1 Bahan

Porselin 11 x 11 cm warna 83.000 Bh x Rp. 1,320 = Rp. 109,560.00Semen portland 9.300 Kg x Rp. 1,200 = Rp. 11,160.00Pasir pasang 0.018 x Rp. 94,500 = Rp. 1,701.00Semen warna 1.500 Kg x Rp. 2,350 = Rp. 3,525.00

Jumlah (1) = Rp. 125,946.006.59.2 Tenaga



PPL 6.60 1 M² Pasang dinding porselin 15 x 15 cm, putih6.60.1 Bahan

Porselin 15 x 15 cm putih 45.000 Bh x Rp. 2,090 = Rp. 94,050.00Semen portland 9.300 Kg x Rp. 1,200 = Rp. 11,160.00Pasir pasang 0.018 x Rp. 94,500 = Rp. 1,701.00Semen warna 1.500 Kg x Rp. 2,350 = Rp. 3,525.00

Jumlah (1) = Rp. 110,436.006.60.2 Tenaga



PPL 6.61 1 M² Pasang dinding porselin 15 x 15 cm, warna6.61.1 Bahan

Porselin 15 x 15 cm warna 45.000 Bh x Rp. 2,310 = Rp. 103,950.00Semen portland 9.300 Kg x Rp. 1,200 = Rp. 11,160.00Pasir pasang 0.018 x Rp. 94,500 = Rp. 1,701.00Semen warna 1.500 Kg x Rp. 2,350 = Rp. 3,525.00

Jumlah (1) = Rp. 120,336.006.61.2 Tenaga



PPL 6.64 1 M² Pasang dinding keramik artistik 10 x 20 cm6.64.1 Bahan

Keramik artistik 10x20 cm 100.000 Bh x Rp. 1,650 = Rp. 165,000.00Portland Cement 9.300 Kg x Rp. 1,200 = Rp. 11,160.00Pasir pasang 0.018 x Rp. 94,500 = Rp. 1,701.00Semen warna 1.500 Kg x Rp. 2,350 = Rp. 3,525.00

Jumlah (1) = Rp. 181,386.006.64.2 Tenaga



PPL 6.65 1 M² Pasang dinding keramik artistik 5 x 20 cm6.65.1 Bahan

Keramik artistik 5x20 cm 100.000 Bh x Rp. 825 = Rp. 82,500.00Portland Cement 9.300 Kg x Rp. 1,200 = Rp. 11,160.00Pasir pasang 0.018 x Rp. 94,500 = Rp. 1,701.00Semen warna 1.500 Kg x Rp. 2,350 = Rp. 3,525.00

Jumlah (1) = Rp. 98,886.006.65.2 Tenaga



M³

M³

M³

M³

M³

PPL 6.66 1 M² Pasang dinding keramik 10 x 20 cm6.66.1 Bahan

Keramik 10 x 20 cm 50.000 Bh x Rp. 1,100 = Rp. 55,000.00Portland Cement 9.300 Kg x Rp. 1,200 = Rp. 11,160.00Pasir pasang 0.018 x Rp. 94,500 = Rp. 1,701.00Semen warna 1.500 Kg x Rp. 2,350 = Rp. 3,525.00

Jumlah (1) = Rp. 71,386.006.66.2 Tenaga



PPL 6.67 1 M² Pasang dinding keramik 15 x 15 cm

6.67.1 BahanKeramik 15 x 15 cm 45.000 Bh x Rp. 1,210 = Rp. 54,450.00Portland Cement 9.300 Kg x Rp. 1,200 = Rp. 11,160.00Pasir pasang 0.018 x Rp. 94,500 = Rp. 1,701.00Semen warna 1.500 Kg x Rp. 2,350 = Rp. 3,525.00

Jumlah (1) = Rp. 70,836.006.67.2 Tenaga



PPL 6.68 1 M² Pasang dinding keramik 20 x 20 cmPPL 6.68.1 Bahan


Jumlah (1) = Rp. 71,386.006.68.2 Tenaga



PPL 6.69 1 M² Pasang dinding keramik 20 x 25 cm6.69.1 Bahan


Jumlah (1) = Rp. 71,386.006.69.2 Tenaga

Pekerja 0.600 Oh x Rp. 45,000 = Rp. 27,000.00Tukang batu 0.125 Oh x Rp. 65,000 = Rp. 8,125.00Kepala tukang 0.0125 Oh x Rp. 75,000 = Rp. 937.50Mandor 0.030 Oh x Rp. 55,000 = Rp. 1,650.00


PPL 6.70 1 M² Pasang dinding marmer

6.70.1 BahanMarmer 1.020 x Rp. 238,150 = Rp. 242,913.00Paku pancing 2.000 Bh x Rp. 650 = Rp. 1,300.00Portland Cement 12.440 Kg x Rp. 1,200 = Rp. 14,928.00Pasir pasang 0.025 x Rp. 94,500 = Rp. 2,362.50Semen warna 1.500 Kg x Rp. 2,350 = Rp. 3,525.00

Jumlah (1) = Rp. 265,028.506.70.2 Tenaga



M³

M³

M³

M³

M²

M³

PPL 6.71 1 M² Pasang dinding bata pelapis 7 x 3 x 20 cm6.71.1 Bahan

Bata pelapis dinding 60.000 Bh x Rp. 1,850 = Rp. 111,000.00Portland Cement 12.440 Kg x Rp. 1,200 = Rp. 23,014.00Pasir pasang 0.025 x Rp. 94,500 = Rp. 2,362.50

Jumlah (1) = Rp. 136,376.506.71.2 Tenaga



PPL 6.73 1 M² Pasang dinding batu poros6.73.1 Bahan

Batu poros 1.050 x Rp. 104,250 = Rp. 109,462.50Portland Cement 11.750 Kg x Rp. 1,200 = Rp. 1,224,937.50Pasir pasang 0.035 x Rp. 94,500 = Rp. 3,307.50

Jumlah (1) = Rp. 1,337,707.506.73.2 Tenaga



PPL 6.74 1 M² Pasang dinding batu tempel hitam6.74.1 Bahan

Batu tempel hitam 1.050 x Rp. 95,000 = Rp. 99,750.00Portland Cement 11.750 Kg x Rp. 1,200 = Rp. 1,116,250.00Pasir pasang 0.035 x Rp. 94,500 = Rp. 3,307.50

Jumlah (1) = Rp. 1,219,307.506.74.2 Tenaga



PPL 6.75 1 M² Pasang lantai vinyl karet 30 x 30 cm Kls I6.75.1 Bahan

Vinyl karet 11.050 Bh x Rp. 8,910 = Rp. 98,455.50 Lem vinyl 0.350 Kg x Rp. 39,000 = Rp. 3,118.50

Jumlah (1) = Rp. 101,574.006.75.2 Tenaga



PPL 6.76 1 M² Pasang lantai vinyl karet 30 x 30 cm Kls II6.76.1 Bahan

Vinyl karet 11.050 Bh x Rp. 8,250 = Rp. 91,162.50 Lem vinyl 0.350 Kg x Rp. 39,000 = Rp. 2,887.50

Jumlah (1) = Rp. 94,050.006.76.2 Tenaga



PPL 6.77 1 M² Pasang lantai vinyl asbes 30 x 30 cm 6.77.1 Bahan

Vinyl asbes 30 x 30 cm 11.050 Bh x Rp. 7,480 = Rp. 82,654.00 Lem vinyl 0.350 Kg x Rp. 39,000 = Rp. 2,618.00

Jumlah (1) = Rp. 85,272.006.77.2 Tenaga



M³

M²

M³

M²

M³

PPL 6.78 1 M² Pasang lantai vinyl motif kembang 30 x 30 cm 6.78.1 Bahan

Vinyl motif kembang 11.050 Bh x Rp. 8,580 = Rp. 94,809.00 Lem vinyl 0.350 Kg x Rp. 39,000 = Rp. 3,003.00

Jumlah (1) = Rp. 97,812.006.78.2 Tenaga



PPL 6.79 1 M² Pasang wall corvering lebar 50 cm6.79.1 Bahan

Coverting L.50 cm 1.100 x Rp. 57,500 = Rp. 63,250.00 Lem 0.250 Kg x Rp. 39,000 = Rp. 14,375.00

Jumlah (1) = Rp. 77,625.006.79.2 Tenaga



PPL 6.82 1 M² Plint kayu Jati 2 x 10 cm6.82.1 Bahan

Kayu jati papan 0.0024 x Rp. 21,913,130 = Rp. 52,591.51 Paku skrup 3,5" 0.050 Kg x Rp. 18,500 = Rp. 925.00

Jumlah (1) = Rp. 53,516.516.82.2 Tenaga



PPL 6,82.A 1 M² Plint kayu Meranti batu 2 x 10 cm6.82.1 Bahan

Kayu Meranti batu, papan 0.0024 x Rp. 8,612,680 = Rp. 20,670.43 Paku skrup 3,5" 0.050 Kg x Rp. 18,500 = Rp. 925.00

Jumlah (1) = Rp. 21,595.436.82.2 Tenaga



BERSAMBUNG : ……..ABK PEKERJAAN PENGECATAN

M²

M³

M³

ANALISA BIAYA KONTRUKSIPEKERJAAN PENGECATAN

PC 6.1 1M² Mengikis/ mengerok permukaan cat tembok lama6.1.1 Bahan

Soda api 0.050 Kg x Rp. 20,460 = Rp. 1,023.00Jumlah (1) = Rp. 1,023.00

6.1.2 Tenaga Pekerja 0.150 Oh x Rp. 45,000 = Rp. 6,750.00 Mandor 0.0025 Oh x Rp. 55,000 = Rp. 137.50


PC 6.2. 1M² Mencuci bidang permukaan tembok yang pernah di cat6.2.1 Bahan

Sabun 0.050 Kg x Rp. 13,750 = Rp. 687.50 Jumlah (1) = Rp. 687.50



PC 6.3. 1M² Mengerok karat cat lama permukaan baja dengan cara manual6.3 .1 Bahan




PC 6.4 1M² Menyabun permukaan tembok lama6.4 .1 Bahan




PC 6.6 1M² Mendempul dan menggosok kayu6.4 .1 Bahan

Dempul jadi 0.080 Kg x Rp. 10,780 = Rp. 862.40Minyak cat 0.020 Kg x Rp. 10,010 = Rp. 200.20Amplas 0.100 Lbr x Rp. 3,080 = Rp. 308.00

Jumlah (1) = Rp. 1,370.606.4.2 Tenaga

Pekerja 0.040 Oh x Rp. 45,000 = Rp. 1,800.00Tukang cat 0.040 Oh x Rp. 65,000 = Rp. 2,600.00Kepala tukang 0.040 Oh x Rp. 75,000 = Rp. 3,000.00Mandor 0.0025 Oh x Rp. 55,000 = Rp. 137.50


PC 6.7 1M² Pengecatan bidang kayu lama 6.7.1 Bahan

Plamir 0.150 Kg x Rp. 14,300 = Rp. 45,000.00Minyak cat 0.170 Kg x Rp. 10,010 = Rp. 65,000.00Cat minyak 0.170 Kg x Rp. 42,350 = Rp. 75,000.00

Jumlah (1) = Rp. 185,000.006.7.2 Tenaga

Pekerja 0.070 Oh x Rp. 45,000 = Rp. 3,150.00Tukang cat 0.075 Oh x Rp. 65,000 = Rp. 4,875.00Kepala tukang 0.0075 Oh x Rp. 75,000 = Rp. 562.50Mandor 0.0025 Oh x Rp. 55,000 = Rp. 137.50


PC 6.13 1M² Peleburan bidang kayu dan vernis6.13.1 Bahan

Vernis 0.150 Ltr x Rp. 43,890 = Rp. 6,583.50Dempul 0.050 Kg x Rp. 10,780 = Rp. 539.00Ampelas 0.100 Lbr x Rp. 3,080 = Rp. 308.00Kuas 0.010 bh x Rp. 8,250 = Rp. 82.50

Jumlah (1) = Rp. 7,513.006.13.2 Tenaga

Pekerja 0.160 Oh x Rp. 45,000 = Rp. 7,200.00Tukang cat 0.160 Oh x Rp. 65,000 = Rp. 10,400.00Kepala tukang 0.016 Oh x Rp. 75,000 = Rp. 1,200.00Mandor 0.0025 Oh x Rp. 55,000 = Rp. 137.50


PC 6.14 1M² Pengecatan tembok baru ( 1 lapis plamir, 1 lapis cat dasar, 2 lapis cat penutup )6.14.1 Bahan

Plamir 0.100 Kg x Rp. 14,300 = Rp. 1,430.00Cat dasar 0.100 Kg x Rp. 13,750 = Rp. 1,375.00Cat Tembok 2 x 0.260 Kg x Rp. 17,490 = Rp. 4,547.40

Jumlah (1) = Rp. 7,352.406.14.2 Tenaga

Pekerja 0.020 Oh x Rp. 45,000 = Rp. 900.00Tukang cat 0.063 Oh x Rp. 65,000 = Rp. 4,095.00Kepala tukang 0.0063 Oh x Rp. 75,000 = Rp. 472.50Mandor 0.0025 Oh x Rp. 55,000 = Rp. 137.50


PC 6.15 1M² Pengecatan tembok lama ( 1 lapis cat dasar, 2 lapis cat penutup )6.15.1 Bahan

Cat dasar 0.120 Kg x Rp. 13,750 = Rp. 1,650.00Cat Tembok 2 x 0.360 Kg x Rp. 17,490 = Rp. 6,296.40

Jumlah (1) = Rp. 7,946.406.15.2 Tenaga

Pekerja 0.028 Oh x Rp. 45,000 = Rp. 1,260.00 Tukang cat 0.042 Oh x Rp. 65,000 = Rp. 2,730.00 Kepala tukang 0.0042 Oh x Rp. 75,000 = Rp. 315.00 Mandor 0.0025 Oh x Rp. 55,000 = Rp. 137.50


PC 6.17 1M² Melebur tembok dengan kapur sirih 6.17.1 Bahan

Ampelas 0.100 Lbr x Rp. 3,080 = Rp. 308.00Alang - alang 0.250 Ikat x Rp. 2,200 = Rp. 550.00Perancah kayu 0.002 x Rp. 3,144,900 = Rp. 6,289.80Kapur sirih 0.150 Kg x Rp. 3,080 = Rp. 462.00

Jumlah (1) = Rp. 7,609.806.17.2 Tenaga

Pekerja 0.150 Oh x Rp. 45,000 = Rp. 14,361.60Tukang cat 0.001 Oh x Rp. 65,000 = Rp. 65.00Kepala tukang 0.0001 Oh x Rp. 75,000 = Rp. 7.50Mandor 0.0025 Oh x Rp. 55,000 = Rp. 137.50


PC 6.18 1M² Melebur tembok lama dengan kapur sirih ( untuk pemeriharaan ) 6.18.1 Bahan

Perancah kayu 0.002 x Rp. 3,144,900 = Rp. 36,753.00Kapur sirih 0.300 Kg x Rp. 3,080 = Rp. 924.00

Jumlah (1) = Rp. 37,677.006.18.2 Tenaga

Pekerja 0.040 Oh x Rp. 45,000 = Rp. 1,800.00Tukang cat 0.005 Oh x Rp. 65,000 = Rp. 325.00Kepala tukang 0.0005 Oh x Rp. 75,000 = Rp. 37.50Mandor 0.0025 Oh x Rp. 55,000 = Rp. 137.50


M³

M³

PC 6.19 1M² Pemasangan wall paper 6.19.1 Bahan

wall paper 1.200 x Rp. 27,830 = Rp. 33,396.00Perekat lem karet 0.200 Kg x Rp. 37,000 = Rp. 7,400.00

Jumlah (1) = Rp. 40,796.006.19.2 Tenaga

Pekerja 0.020 Oh x Rp. 45,000 = Rp. 900.00Tukang cat 0.200 Oh x Rp. 65,000 = Rp. 13,000.00Kepala tukang 0.002 Oh x Rp. 75,000 = Rp. 150.00Mandor 0.0025 Oh x Rp. 55,000 = Rp. 137.50


PC 6.20 1M² Pengecatan permukaan baja dengan meni besi 6.20.1 Bahan

Meni besi 0.100 Kg x Rp. 43,890 = Rp. 4,389.00Kuas 0.010 Bh x Rp. 8,250 = Rp. 82.50

Jumlah (1) = Rp. 4,471.506.20.2 Tenaga

Pekerja 0.020 Oh x Rp. 45,000 = Rp. 900.00Tukang cat 0.200 Oh x Rp. 65,000 = Rp. 13,000.00Kepala tukang 0.02 Oh x Rp. 75,000 = Rp. 1,500.00Mandor 0.01 Oh x Rp. 55,000 = Rp. 550.00


PC 6.21. 1M² Pengecatan permukaan baja dengan meni besi dan perancah 6.21.1 Bahan

Meni besi 0.100 Kg x Rp. 43,890 = Rp. 4,389.00 Kuas 0.010 Bh x Rp. 8,250 = Rp. 82.50 Peranca kayu 0.002 x Rp. 3,144,900 = Rp. 6,289.80

Jumlah (1) = Rp. 10,761.306.21.2 Tenaga

Pekerja 0.250 Oh x Rp. 45,000 = Rp. 11,250.00 Tukang cat 0.225 Oh x Rp. 65,000 = Rp. 14,625.00 Kepala tukang 0.0225 Oh x Rp. 75,000 = Rp. 1,687.50 Mandor 0.0075 Oh x Rp. 55,000 = Rp. 412.50


PC 6.23. 1M² Pengecatan permukaan baja lapis seng (galbani) secara manual sistem 1 lapis cat konvensional dengan tebal 200

6.23.1 Bahan Cat minyak besi 0.300 Kg x Rp. 45,540 = Rp. 13,662.00

Jumlah (1) = Rp. 13,662.006.23.2 Tenaga

Pekerja 0.006 Oh x Rp. 45,000 = Rp. 270.00Tukang cat 0.006 Oh x Rp. 65,000 = Rp. 390.00Kepala tukang 0.0225 Oh x Rp. 75,000 = Rp. 1,687.50Mandor 0.0075 Oh x Rp. 55,000 = Rp. 412.50


PC 6.24. 1M² Pengecatan permukaan baja lapis seng (galbani) secara manual sistem 3 lapis cat konvensional dengan tebal 200 um.

6.24.1 BahanCat dasar 0.110 Kg x Rp. 13,750 = Rp. 1,512.50Cat Menie besi 0.170 Kg x Rp. 43,890 = Rp. 7,461.30Cat minyak besi 0.080 Kg x Rp. 45,540 = Rp. 3,643.20

Jumlah (1) = Rp. 12,617.006.24.2 Tenaga

Pekerja 0.500 Oh x Rp. 45,000 = Rp. 22,500.00Tukang cat 0.800 Oh x Rp. 65,000 = Rp. 52,000.00Kepala tukang 0.300 Oh x Rp. 75,000 = Rp. 22,500.00Mandor 0.200 Oh x Rp. 55,000 = Rp. 11,000.00


M³

M³

PC 6.25. 1M² Pengecatan permukaan baja lapis seng (galbani) secara semprot(airless spray) dengan sistem 1 lapis cat konvensional dengan tebal 200 um.

6.25.1 Bahan Cat dasar 0.300 Kg x Rp. 13,750 = Rp. 4,125.00

Jumlah (1) = Rp. 4,125.006.25.2 Tenaga

Pekerja 0.400 Oh x Rp. 45,000 = Rp. 18,000.00Tukang cat 0.700 Oh x Rp. 65,000 = Rp. 45,500.00Kepala tukang 0.200 Oh x Rp. 75,000 = Rp. 15,000.00Mandor 0.200 Oh x Rp. 55,000 = Rp. 11,000.00


Medan, Maret 2008

DIKETAHUI OLEH : DIBUAT OLEH : TIM TEKNIS

Kepala Dinas Penataan Ruang dan 1. Ir. Jeremias Sinaga, MAP {…………….…) Permukiman Prov. Sumatera Utara 2. Ir. Herimas {…………….…)

3. H. Sugiarto Bharata, ST {…………….…)

4. H. Ali Muhar, ST {…………….…)

5. Sakula Karo karo, ST {…………….…)

Ir. H. Syafruddin Siregar, MSi 6. Ebenser Saragih, SE {…………….…)

Pembina Utama Muda 7. Sahat Hasudungan, ST {…………….…)

NIP. 400025884 8. Ir. Tanogara Siahaan {…………….…)

9. Ali Fauzan, ST {…………….…)

10. Ir. Naimul Ahmad R. ST {…………….…)

11. Chandra, ST {…………….…)

ANALISA BIAYA KONSTRUKSI PEKERJAAN SANITASI

PS 6.1. Memasang 1 buah kloset duduk/monoblok6.1.1. Bahan

Klosed duduk/monoblok 1.000 Bh x Rp. 1,756,700 = Rp. 1,756,700.00 Perlengkapan 6% harga klosed x Rp. 1,756,700 = Rp. 105,402.00

Jumlah (1) = Rp. 1,862,102.006.1.2. Tenaga

Pekerja 3.300 Oh x Rp. 45,000 = Rp. 148,500.00 Tukang batu 1.500 Oh x Rp. 65,000 = Rp. 97,500.00 Kepala tukang 0.150 Oh x Rp. 75,000 = Rp. 11,250.00 Mandor 0.160 Oh x Rp. 55,000 = Rp. 8,800.00

Jumlah (2) = Rp. 266,050.00Jumlah (1) = Rp. 2,128,152.00

PS 6.2. Memasang 1 buah kloset jongkok porselen 6.2.1. Bahan

Klosed jongkok porselin 1.000 Bh x Rp. 204,820 = Rp. 204,820.00 Semen portland 6.000 Kg x Rp. 1,200 = Rp. 7,200.00 Pasir pasang 0.010 x Rp. 94,500 = Rp. 945.00

Jumlah (1) = Rp. 212,965.006.2.2. Tenaga

Pekerja 1.100 Oh x Rp. 45,000 = Rp. 49,500.00 Tukang batu 1.500 Oh x Rp. 65,000 = Rp. 97,500.00

Kepala tukang 0.150 Oh x Rp. 75,000 = Rp. 11,250.00 Mandor 0.110 Oh x Rp. 55,000 = Rp. 6,050.00

Jumlah (2) = Rp. 164,300.00Jumlah (1) = Rp. 377,265.00

PS 6.3. Memasang 1 buah kloset jongkok teraso6.3.1. Bahan

Klosed jongkok teraso 1.000 Bh x Rp. 478,500 = Rp. 478,500.00 Bata merah 5x10x20 cm 7.000 Bh x Rp. 450 = Rp. 3,150.00

Semen portland 6.000 Kg x Rp. 1,200 = Rp. 7,200.00 Pasir pasang 0.010 x Rp. 94,500 = Rp. 945.00

Jumlah (1) = Rp. 489,795.006.3.2. Tenaga



PS 6.4 Memasang 1 buah urinoir 6.4.1. Bahan

Urinoir 1.000 Bh x Rp. 506,880 = Rp. 506,880.00 Perlengkapan 15% harga urinoir x Rp. 506,880 = Rp. 76,032.00 Semen portland 6.000 Kg x Rp. 1,200 = Rp. 7,200.00 Pasir pasang 0.010 x Rp. 94,500 = Rp. 945.00

Jumlah (1) = Rp. 591,057.006.4.2. Tenaga



PS 6.5 Memasang 1 buah wastafel6.5.1. Bahan

Wastafel 1.000 Bh x Rp. 478,500 = Rp. 478,500.00 Perlengkapan 12% harga wastafel x Rp. 478,500 = Rp. 57,420.00

Semen portland 6.000 Kg x Rp. 1,200 = Rp. 7,200.00 Pasir pasang 0.010 x Rp. 94,500 = Rp. 945.00

Jumlah (1) = Rp. 544,065.006.5.2. Tenaga



M³

M³

M³

M³

PS 6.6. Memasang 1 buah bak mandi teraso volume 0,30 m³6.6.1. Bahan

Bak teraso 1.000 Bh x Rp. 165,000 = Rp. 165,000.00Semen portland 6.000 Kg x Rp. 1,200 = Rp. 7,200.00Pasir pasang 0.010 x Rp. 94,500 = Rp. 945.00

Jumlah (1) = Rp. 173,145.006.6.2. Tenaga



PS 6.7. Memasang 1 buah bak mandi fibreglass volume 0,30 m³6.7.1. Bahan

Bak fibreglass 1.000 Bh x Rp. 165,000 = Rp. 165,000.00 Perlengkapan 18% Harga bak x Rp. 165,000 = Rp. 29,700.00

Jumlah (1) = Rp. 194,700.006.7.2. Tenaga



PS 6.8. Memasang 1 buah bak mandi batu bata volume 0,30 m³6.8.1. Bahan

Batu bata 44.000 Bh x Rp. 650 = Rp. 28,600.00Semen portland 120.000 Kg x Rp. 1,200 = Rp. 144,000.00Pasir pasang 0.300 x Rp. 94,500 = Rp. 28,350.00Porselin (11x11) cm 360.000 Bh x Rp. 1,320 = Rp. 475,200.00Semen putih 6.000 Kg x Rp. 2,350 = Rp. 14,100.00

Jumlah (1) = Rp. 690,250.006.8.2. Tenaga



PS 6.9. Memasang 1 buah badkip porselin

6.9.1. BahanBadkip 1.000 Bh x Rp. 2,750,000 = Rp. 2,750,000.00Perlengkapan 20% Harga badkip x Rp. 2,750,000 = Rp. 550,000.00

Jumlah (1) = Rp. 3,300,000.006.9.2. Tenaga



PS 6.10. Memasang 1 buah bak beton volume 1 m³ air6.10.1. Bahan

0.900 x Rp. 12,500 = Rp. 11,250.00Besi beton 180.000 Kg x Rp. 12,390 = Rp. 2,230,200.00Kayu cetakan 0.096 x Rp. 3,144,900 = Rp. 301,910.40Ubin porselin 420.000 Bh' x Rp. 1,320 = Rp. 554,400.00Perlengkapan 10% Hrg total bahan x Rp. 3,097,760 = Rp. 309,776.04

Jumlah (1) = Rp. 3,407,536.446.10.2. Tenaga



M³

M³

Beton 1 : 1 ½ : 2½ M³

M³

PS 6.11. Memasang 1 buah bak fibreglass volume 1 m³ air 6.11.1. Bahan

Bak fibreglass 1.000 Bh x Rp. 165,000 = Rp. 165,000.00Perlengkapan 12% Harga bak x Rp. 165,000 = Rp. 19,800.00

Jumlah (1) = Rp. 184,800.006.11.2. Tenaga



PS 6.15. Memasang 1 m' pipa beton, diameter 30 cm - 100 cm6.15.1. Bahan

Pipa beton 1.100 Bh x Rp. 51,150 = Rp. 56,265.00Batu bata 55.000 Bh x Rp. 650 = Rp. 35,750.00Semen portland 10.300 Kg x Rp. 1,200 = Rp. 12,360.00Pasir pasang 0.061 x Rp. 94,500 = Rp. 5,764.50Pasir urug 0.069 x Rp. 65,200 = Rp. 4,498.80

Jumlah (1) = Rp. 114,638.306.15.2. Tenaga



PS 6.16. Memasang 1 buah Bak Kontrol pasangan batu bata uk.(30 x 30) cm tinggi 35 cm6.16.1. Bahan

Batu bata 145.000 Bh x Rp. 650 = Rp. 94,250.00Semen portland 44.000 Kg x Rp. 1,200 = Rp. 52,800.00Pasir pasang 0.070 x Rp. 94,500 = Rp. 6,615.00Batu kerikil 0.070 M³ x Rp. 175,890 = Rp. 12,312.30Besi beton 1.600 Kg x Rp. 12,390 = Rp. 19,824.00Pasir beton 0.060 x Rp. 95,760 = Rp. 5,745.60

Jumlah (1) = Rp. 191,546.906.16.2. Tenaga




Batu bata 250.000 Bh x Rp. 650 = Rp. 162,500.00Semen portland 77.000 Kg x Rp. 1,200 = Rp. 92,400.00Pasir pasang 0.130 x Rp. 94,500 = Rp. 12,285.00Batu kerikil 0.020 M³ x Rp. 175,890 = Rp. 3,517.80Besi beton 2.600 Kg x Rp. 12,390 = Rp. 32,214.00Pasir beton 0.090 x Rp. 95,760 = Rp. 8,618.40

Jumlah (1) = Rp. 311,535.206.17.2. Tenaga




Batu bata 371.000 Bh x Rp. 650 = Rp. 241,150.00Semen portland 114.000 Kg x Rp. 1,200 = Rp. 136,800.00Pasir pasang 0.184 x Rp. 94,500 = Rp. 17,388.00Batu koral 0.033 M³ x Rp. 175,890 = Rp. 5,804.37Besi beton 4.850 Kg x Rp. 12,390 = Rp. 60,091.50Pasir beton 0.120 x Rp. 95,760 = Rp. 11,491.20

Jumlah (1) = Rp. 472,725.076.18.2. Tenaga

Pekerja 2.160 Oh x Rp. 45,000 = Rp. 97,200.00Tukang batu 0.720 Oh x Rp. 65,000 = Rp. 46,800.00Kepala tukang 0.072 Oh x Rp. 75,000 = Rp. 5,400.00Mandor 0.108 Oh x Rp. 55,000 = Rp. 5,940.00Tukang gali 0.100 Oh x Rp. 45,000 = Rp. 4,500.00


M³M³

M³

M³

M³

M³

M³

M³

PS 6.19. Memasang 1 m' pipa galvanis diameter ½"6.19.1. Bahan

Pipa galvanis 1.200 x Rp. 82,000 = Rp. 98,400.00Perlengkapan 35% harga pipa x Rp. 82,000 = Rp. 28,700.00

Jumlah (1) = Rp. 127,100.006.19.2. Tenaga



PS 6.20. Memasang 1 m' pipa galvanis diameter 3/4"6.20.1. Bahan


Jumlah (1) = Rp. 178,250.006.20.2. Tenaga



PS 6.21. Memasang 1 m' pipa galvanis diameter 1"6.21.1. Bahan


Jumlah (1) = Rp. 260,400.006.21.2. Tenaga



PS 6.22. Memasang 1 m' pipa galvanis diameter 1 ½"6.22.1. Bahan


Jumlah (1) = Rp. 333,250.006.22.2. Tenaga





Jumlah (1) = Rp. 399,900.006.23.2. Tenaga





Jumlah (1) = Rp. 443,300.006.24.2. Tenaga



M´

M´

M´

M´

M´

M´

PS 6.25. Memasang 1 m' pipa PVC tipe AW diameter ½"6.25.1. Bahan

Pipa PVC 1.200 x Rp. 30,250 = Rp. 36,300.00Perlengkapan 35% harga pipa x Rp. 30,250 = Rp. 10,587.50

Jumlah (1) = Rp. 46,887.506.25.2. Tenaga



PS 6.26.6.26.1. Bahan


Jumlah (1) = Rp. 62,829.256.26.2. Tenaga



PS 6.27. Memasang 1 m' pipa PVC tipe AW diameter 1"6.27.1. Bahan


Jumlah (1) = Rp. 104,625.006.27.2. Tenaga



PS 6.28. Memasang 1 m' pipa PVC tipe AW diameter 1 ½"6.28.1. Bahan


Jumlah (1) = Rp. 151,125.006.28.2. Tenaga





Jumlah (1) = Rp. 178,250.006.29.2. Tenaga



PS 6.30. Memasang 1 m' pipa PVC tipe AW diameter 2 ½"6.30.1. Bahan


Jumlah (1) = Rp. 204,600.006.30.2. Tenaga



M´

Memasang 1 m' pipa PVC tipe AW diameter ¾"

M´

M´

M´

M´

M´



Jumlah (1) = Rp. 237,150.006.31.2. Tenaga





Jumlah (1) = Rp. 398,350.006.32.2. Tenaga


Jumlah (2) = Rp. 13,658.00PS 6.33. Memasang 1 bh bak cuci piring stainles steel Jumlah (1) = Rp. 412,008.00

6.33.1. BahanBak cuci stainless steel 1.000 Bh x Rp. 424,270 = Rp. 424,270.00Water drain asesories 1.000 Set x Rp. 15,000 = Rp. 15,000.00

Jumlah (1) = Rp. 439,270.006.33.2. Tenaga


Jumlah (2) = Rp. 23,182.50PS 6.34. Memasang 1 bh bak cuci piring teraso Jumlah (1) = Rp. 462,452.50

6.34.1. BahanBak cuci teraso 1.000 Bh x Rp. 247,500 = Rp. 247,500.00Water drain + asesories 1.000 Bh x Rp. 15,000 = Rp. 15,000.00Semen portland 20.000 Kg x Rp. 1,200 = Rp. 24,000.00

Pasir 0.050 M³ x Rp. 94,500 = Rp. 4,725.00Jumlah (1) = Rp. 291,225.00

6.34.2. TenagaPekerja 0.050 Oh x Rp. 45,000 = Rp. 2,250.00Tukang batu 0.500 Oh x Rp. 65,000 = Rp. 32,500.00Kepala tukang 0.050 Oh x Rp. 75,000 = Rp. 3,750.00Mandor 0.0025 Oh x Rp. 55,000 = Rp. 137.50

Jumlah (2) = Rp. 38,637.50 Jumlah (1) = Rp. 329,862.50

PS 6.35.6.35.1. Bahan

Kran air 1.000 Bh x Rp. 24,860 = Rp. 24,860.00Seal tape 0.025 Bh x Rp. 84,150 = Rp. 2,103.75

Jumlah (1) = Rp. 26,963.75 6.35.2. Tenaga

Pekerja 0.010 Oh x Rp. 45,000 = Rp. 450.00Tukang batu 0.100 Oh x Rp. 65,000 = Rp. 6,500.00Kepala tukang 0.010 Oh x Rp. 75,000 = Rp. 750.00Mandor 0.005 Oh x Rp. 55,000 = Rp. 275.00

Jumlah (2) 7,975.00Jumlah (1) +(2) 34,938.75

PS 6.36. Memasang 1 bh Floor drain6.36.1. Bahan

Floor drain 1.000 Bh x Rp. 15,000 = Rp. 15,000.00Jumlah (1) = Rp. 15,000.00

6.36.2. Tenaga Pekerja 0.010 Oh x Rp. 45,000 = Rp. 450.00Tukang batu 0.100 Oh x Rp. 65,000 = Rp. 6,500.00Kepala tukang 0.010 Oh x Rp. 75,000 = Rp. 750.00Mandor 0.005 Oh x Rp. 55,000 = Rp. 275.00

Jumlah (2) 7,975.00Jumlah (1) +(2) 22,975.00

BERSAMBUNG : ……….ABK PEKER BESI DAN ALUMINIUM

M´

M´

Memasang 1 bh kran diameter ¾" atau ½"

ANALISA BIAYA KONSTRUKSIPEKERJAAN BESI DAN ALUMINIUM

PBA 6.1 1 Kg Pasang rangka atap baja6.1.1 Bahan

Besi profil WF 1.100 Kg x Rp. 12,390 = Rp. 13,629.00 Meni besi 0.080 Kg x Rp. 43,890 = Rp. 3,511.20

Jumlah (1) = Rp. 17,140.206.1.2. Tenaga

Tukang besi 0.006 Oh x Rp. 65,000 = Rp. 390.00 Pekerja 0.060 Oh x Rp. 45,000 = Rp. 2,700.00 Kepala tukang 0.006 Oh x Rp. 75,000 = Rp. 450.00 Mandor 0.0003 Oh x Rp. 55,000 = Rp. 16.50


PBA 6.2 1 M² Pasang pintu besi baja6.2.1 Bahan

Pintu besi baja 1.000 x Rp. 458,850 = Rp. 458,850.00Jumlah (1) = Rp. 458,850.00

6.2.2. Tenaga Tukang besi konstruksi 0.650 Oh x Rp. 65,000 = Rp. 42,250.00 Pekerja 0.650 Oh x Rp. 45,000 = Rp. 29,250.00 Kepala tukang 0.065 Oh x Rp. 75,000 = Rp. 4,875.00 Mandor 0.032 Oh x Rp. 55,000 = Rp. 1,760.00


PBA 6.3 1 M² Pasang jendela besi6.3.1 Bahan

Jendela besi 1.000 x Rp. 316,250 = Rp. 316,250.00Jumlah (1) = Rp. 316,250.00

6.3.2. Tenaga Tukang besi konstruksi 1.050 Oh x Rp. 65,000 = Rp. 68,250.00 Pekerja 1.050 Oh x Rp. 45,000 = Rp. 47,250.00 Kepala tukang 0.105 Oh x Rp. 75,000 = Rp. 7,875.00 Mandor 0.00525 Oh x Rp. 55,000 = Rp. 288.75


PBA 6.5 1 M² Pasang pintu gulung besi6.5.1 Bahan

Pintu gulung besi 1.000 x Rp. 500,250 = Rp. 500,250.00Jumlah (1) = Rp. 500,250.00

6.5.2. TenagaTukang besi konstruksi 1.200 Oh x Rp. 65,000 = Rp. 78,000.00Pekerja 1.200 Oh x Rp. 45,000 = Rp. 54,000.00Kepala tukang 0.120 Oh x Rp. 75,000 = Rp. 9,000.00Mandor 0.006 Oh x Rp. 55,000 = Rp. 330.00


PBA 6.6 1 M² Pasang pintu lipat6.6.1 Bahan

Pintu lipat 1.000 x Rp. 517,500 = Rp. 517,500.00Jumlah (1) = Rp. 517,500.00

6.6.2. TenagaTukang besi konstruksi 1.050 Oh x Rp. 65,000 = Rp. 68,250.00Pekerja 1.050 Oh x Rp. 45,000 = Rp. 47,250.00Kepala tukang 0.105 Oh x Rp. 75,000 = Rp. 7,875.00Mandor 0.0052 Oh x Rp. 55,000 = Rp. 286.00


PBA 6.7 1 M² Pasang pintu Sunscreen alluminium6.7.1 Bahan

Sunscreen alluminium 1.000 x Rp. 488,750 = Rp. 488,750.00Jumlah (1) = Rp. 488,750.00



M²

M²

M²

M²

M²

PBA 6.8 1 M² Pasang Rolling door6.8.1 Bahan

Roll door 1.000 x Rp. 477,250 = Rp. 477,250.00Jumlah (1) = Rp. 477,250.00



PBA 6.9 1 M² Pasang pintu alluminium6.9.1 Bahan

Pintu alluminium 1.000 x Rp. 546,250 = Rp. 546,250.00Jumlah (1) = Rp. 546,250.00



PBA 6.10 1 M² Pasang Venetions blinds6.10.1 Bahan

Venetions blinds 1.000 x Rp. 146,625 = Rp. 146,625.00Jumlah (1) = Rp. 146,625.00

6.10.2. Tenaga Tukang kayu 0.350 Oh x Rp. 61,775 = Rp. 21,621.25 Pekerja 0.350 Oh x Rp. 45,000 = Rp. 15,750.00 Kepala tukang 0.035 Oh x Rp. 75,000 = Rp. 2,625.00 Mandor 0.00175 Oh x Rp. 55,000 = Rp. 96.25


PBA 6.11 1 M² Pasang Vertikals blinds6.11.1 Bahan

Vertikals blinds 1.000 x Rp. 155,250 = Rp. 155,250.00Jumlah (1) = Rp. 155,250.00

6.11.2. Tenaga Tukang kayu 0.350 Oh x Rp. 61,775 = Rp. 21,621.25 Pekerja 0.350 Oh x Rp. 45,000 = Rp. 15,750.00 Kepala tukang 0.035 Oh x Rp. 75,000 = Rp. 2,625.00 Mandor 0.00175 Oh x Rp. 55,000 = Rp. 96.25


PBA 6.12 1 M² Pasang terali besi6.12.1 Bahan

Besi strip 2 x 3 11.500 Kg x Rp. 12,620 = Rp. 145,130.00Jumlah (1) = Rp. 145,130.00

6.12.2. Tenaga Tukang las 1.200 Oh x Rp. 61,775 = Rp. 74,130.00 Pekerja 1.200 Oh x Rp. 45,000 = Rp. 54,000.00 Kepala tukang 0.012 Oh x Rp. 75,000 = Rp. 900.00 Mandor 0.0006 Oh x Rp. 55,000 = Rp. 33.00


PBA 6.13 1 M² Pasang kawat harmonika6.13.1 Bahan

Kawat harmonika 1.100 x Rp. 35,080 = Rp. 38,588.00 Paku biasa ½" - 1" 0.020 Kg x Rp. 10,930 = Rp. 218.60 Kayu Meranti 0.0018 x Rp. 5,131,500 = Rp. 9,236.70

Jumlah (1) = Rp. 48,043.306.13.2. Tenaga

Pekerja 0.100 Oh x Rp. 45,000 = Rp. 4,500.00 Tukang kayu 0.100 Oh x Rp. 65,000 = Rp. 6,500.00 Kepala tukang 0.010 Oh x Rp. 75,000 = Rp. 750.00 Mandor 0.0005 Oh x Rp. 55,000 = Rp. 27.50


M²

M²

M²

M²

M²

M³

PBA 6.14 1 M² Pasang kawat nyamuk6.14.1 Bahan

Kawat nyamuk 1.100 x Rp. 12,240 = Rp. 13,464.00 Paku biasa ½" - 1" 0.020 Kg x Rp. 10,930 = Rp. 218.60 Kayu Meranti 0.0018 x Rp. 5,131,500 = Rp. 9,236.70

Jumlah (1) = Rp. 22,919.306.14.2. Tenaga



PBA 6.15 1 M² Pasang kawat kassa6.15.1 Bahan

Kawat kassa 1.100 x Rp. 31,630 = Rp. 34,793.00 Paku biasa ½" - 1" 0.020 Kg x Rp. 10,930 = Rp. 218.60 Kayu Meranti 0.0018 x Rp. 5,131,500 = Rp. 9,236.70

Jumlah (1) = Rp. 44,248.306.15.2. Tenaga



PBA 6.16 1 M² Pasang kawat burung6.15.1 Bahan

Kawat burung 1.100 x Rp. 31,625 = Rp. 34,787.50 Paku biasa ½" - 1" 0.020 Kg x Rp. 10,930 = Rp. 218.60 Kayu Meranti 0.0018 x Rp. 5,131,500 = Rp. 9,236.70

Jumlah (1) = Rp. 44,242.80

6.15.2. Tenaga Pekerja 0.100 Oh x Rp. 45,000 = Rp. 4,500.00 Tukang kayu 0.100 Oh x Rp. 65,000 = Rp. 6,500.00 Kepala tukang 0.010 Oh x Rp. 75,000 = Rp. 750.00 Mandor 0.0005 Oh x Rp. 55,000 = Rp. 27.50


PBA 6.17 1 M² Pasang jendela nako dan tralis6.17.1 Bahan

Jendela nako 1.100 x Rp. 171,100 = Rp. 188,210.00 Paku biasa ½" - 1" atau skrup 0.020 Kg x Rp. 10,930 = Rp. 218.60 Besi strip # 12 mm 1.500 Kg x Rp. 12,620 = Rp. 18,930.00

Jumlah (1) = Rp. 207,358.60



PBA 6.18 1 M' Pasang talang datar, seng bjls 356.18.1 Bahan

Seng plat 3' x 6' bjls 35 0.500 Lbr x Rp. 105,000 = Rp. 52,500.00 Paku biasa ½" - 1" atau skrup 0.015 Kg x Rp. 10,930 = Rp. 163.95 Kayu Meranti 0.0096 x Rp. 5,131,500 = Rp. 49,262.40 Flincote / meni besi 0.250 Kg x Rp. 43,890 = Rp. 10,972.50

Jumlah (1) = Rp. 112,898.856.18.2. Tenaga

Pekerja 0.150 Oh x Rp. 45,000 = Rp. 6,750.00 Tukang kayu 0.400 Oh x Rp. 65,000 = Rp. 26,000.00 Kepala tukang 0.025 Oh x Rp. 75,000 = Rp. 1,875.00 Mandor 0.00125 Oh x Rp. 55,000 = Rp. 68.75


M²

M³

M²

M³

M²

M³

M²

M³

PBA 6.19 1 M' Pasang talang miring, seng bjls 356.19.1 Bahan

Seng plat 3' x 6' bjls 35 0.500 Lbr x Rp. 105,000 = Rp. 52,500.00 Paku biasa ½" - 1" atau skrup 0.015 Kg x Rp. 10,930 = Rp. 163.95 Kayu Meranti 0.019 x Rp. 5,131,500 = Rp. 97,498.50 Flincote / meni besi 0.300 Kg x Rp. 43,890 = Rp. 13,167.00

Jumlah (1) = Rp. 163,329.45

6.19.2. Tenaga Pekerja 0.150 Oh x Rp. 45,000 = Rp. 6,750.00 Tukang kayu 0.400 Oh x Rp. 65,000 = Rp. 26,000.00 Kepala tukang 0.025 Oh x Rp. 75,000 = Rp. 1,875.00 Mandor 0.00125 Oh x Rp. 55,000 = Rp. 68.75


PBA 6.20 1 M' Pasang talang ½ lingkaran D-10 cm, seng bjls 356.20.1 Bahan

Seng plat 3' x 6' bjls 35 0.300 Lbr x Rp. 105,000 = Rp. 31,500.00 Paku biasa ½" - 1" atau skrup 0.100 Kg x Rp. 10,930 = Rp. 1,093.00 Kayu Meranti 0.019 x Rp. 5,131,500 = Rp. 97,498.50 Besi strip 0.500 Kg x Rp. 12,620 = Rp. 6,310.00

Jumlah (1) = Rp. 136,401.506.20.2. Tenaga



PBA 6.21 1 M' Pasang talang ½ lingkaran D-10 cm, seng bjls 306.21.1 Bahan

Seng plat 3' x 6' bjls 30 0.300 Lbr x Rp. 94,500 = Rp. 28,350.00 Paku biasa ½" - 1" atau skrup 0.100 Kg x Rp. 10,930 = Rp. 1,093.00 Kayu Meranti 0.019 x Rp. 5,131,500 = Rp. 97,498.50 Besi strip 0.500 Kg x Rp. 12,620 = Rp. 6,310.00

Jumlah (1) = Rp. 133,251.506.21.2. Tenaga



BERSAMBUNG :…….. ABK PEKERJAAN KUNCI DAN KACA

M³

M³

M³

ANALISA BIAYA KONSTRUKSIPEKERJAAN LANGIT - LANGIT

PLL 6.1 1 M² langit - langit asbes ( 1,00 x 1,00 ) m tebal 6 mm6.1.1 Bahan

Pelat asbes tebal 6 mm 1.100 Lbr x Rp. 15,675 = Rp. 17,242.50 Paku 0.010 Kg x Rp. 10,930 = Rp. 109.30

Jumlah (1) = Rp. 17,351.806.1.2 Tenaga





Jumlah (1) = Rp. 14,477.506.2.2 Tenaga





Jumlah (1) = Rp. 11,604.306.3.2 Tenaga



PLL 6.4 1 M² langit - langit asbes ( 1,00 x 1,00 ) m tebal 3,5 mm6.4.1 Bahan

Pelat asbes tebal 3,5 mm 1.100 Lbr x Rp. 8,250 = Rp. 9,075.00 Paku 0.010 Kg x Rp. 10,930 = Rp. 109.30

Jumlah (1) = Rp. 9,184.306.4.2 Tenaga



PLL 6.5 1 M² Langit - langit akustik ( 30 x 30 ) cm6.5.1 Bahan

Akustik ukuran 30 x 30 cm 11.500 Lbr x Rp. 8,130 = Rp. 93,495.00 Paku 0.050 Kg x Rp. 10,930 = Rp. 546.50

Jumlah (1) = Rp. 94,041.506.5.2 Tenaga




Akustik ukuran 30 x 60 cm 5.800 Lbr x Rp. 16,120 = Rp. 93,496.00 Paku 0.050 Kg x Rp. 10,930 = Rp. 546.50

Jumlah (1) = Rp. 94,042.506.6.2 Tenaga




Akustik arm strong.60/120 cm 1.500 Lbr x Rp. 62,333 = Rp. 93,499.50 Paku 0.050 Kg x Rp. 10,930 = Rp. 546.50

Jumlah (1) = Rp. 94,046.006.7.2 Tenaga

Pekerja 0.060 Oh x Rp. 45,000 = Rp. 2,700.00 Tukang kayu 0.100 Oh x Rp. 65,000 = Rp. 6,500.00

Kepala tukang 0.010 Oh x Rp. 75,000 = Rp. 750.00 Mandor 0.003 Oh x Rp. 55,000 = Rp. 165.00


PLL 6.8 1 M² Langit - langit plywood ( 30 x 60 ) cm, tebal 4 mm6.8.1 Bahan

Plywood 4' x 8' x 4 mm 0.360 Lbr x Rp. 64,520 = Rp. 23,227.20 Paku 0.030 Kg x Rp. 10,930 = Rp. 327.90

Jumlah (1) = Rp. 23,555.106.8.2 Tenaga





Jumlah (1) = Rp. 37,195.506.9.2 Tenaga





Jumlah (1) = Rp. 24,522.906.10.2 Tenaga





Jumlah (1) = Rp. 38,731.656.11.2 Tenaga



PLL 6.12 1 M² Langit - langit teakwood ( 30 x 60 ) cm, tebal 4 mm6.12.1 Bahan

Teakwood 4' x 8' x 4 mm 0.360 Lbr x Rp. 96,250 = Rp. 34,650.00 Paku 0.030 Kg x Rp. 10,930 = Rp. 327.90

Jumlah (1) = Rp. 34,977.906.12.2 Tenaga



PLL 6.13 1 M² Langit - langit teakwood ( 60 x 120 ) cm, tebal 4 mm6.13.1 Bahan

Teakwood 4' x 8' x 4 mm 0.375 Lbr x Rp. 96,250 = Rp. 36,093.75 Paku 0.030 Kg x Rp. 10,930 = Rp. 327.90

Jumlah (1) = Rp. 36,421.656.13.2 Tenaga



PLL 6.14 1 M² Langit - langit kayu jati6.14.1 Bahan

Kayu jati, papan 0.024 x Rp. 21,913,130 = Rp. 525,915.12 Paku 0.010 Kg x Rp. 10,930 = Rp. 109.30 Paku sekrup 0.050 Kg x Rp. 17,250 = Rp. 862.50

Jumlah (1) = Rp. 526,886.926.14.2 Tenaga

Pekerja 0.200 Oh x Rp. 45,000 = Rp. 9,000.00 Tukang kayu 0.600 Oh x Rp. 65,000 = Rp. 39,000.00

Kepala tukang 0.060 Oh x Rp. 75,000 = Rp. 4,500.00 Mandor 0.010 Oh x Rp. 55,000 = Rp. 550.00


PLL 6.16 1 M² Langit - langit papan rider6.16.1 Bahan

Papan rider 1.000 x Rp. 204,750 = Rp. 204,750.00 Paku 0.010 Kg x Rp. 10,930 = Rp. 109.30 Paku sekrup 0.050 Kg x Rp. 17,250 = Rp. 862.50

Jumlah (1) = Rp. 205,721.806.16.2 Tenaga



M³

M2

PLL 6.17 1 M² Langit - langit soft board6.17.1 Bahan

Soft board 4' x 8' x 4 mm 0.350 Lbr x Rp. 55,990 = Rp. 19,596.50 Paku biasa 0.030 Kg x Rp. 10,010 = Rp. 300.30

Jumlah (1) = Rp. 19,896.806.17.2 Tenaga



PLL 6.18 1 M² Langit - langit akustik 60 x 120 cm + rangka alluminium6.18.1 Bahan

Profil alluminium "T" 3.600 M' x Rp. 8,050 = Rp. 28,980.00 Kawat seng polos 0.150 Kg x Rp. 21,410 = Rp. 3,211.50 Ramset/dina bolt 1.000 Bh x Rp. 650 = Rp. 650.00 Akustik arm strong 60/120 cm 1.500 Lbr x Rp. 62,333 = Rp. 93,499.50

Jumlah (1) = Rp. 126,341.006.18.2 Tenaga


Jumlah (2) = Rp. 43,412.50 Jumlah (1) +(2) = Rp. 169,753.50PLL 6.19 1 M' List Langit - langit Kayu profil 3"

6.19.1 Bahan List kayu profil 1.100 M' x Rp. 17,100 = Rp. 18,810.00 Paku 0.010 Kg x Rp. 10,930 = Rp. 109.30

Jumlah (1) = Rp. 18,919.306.19.2 Tenaga



PLL 6.20 1 M² Langit - langit asbes (1,00 x 1,00) m, tebal 3,2 mm, rangka Kayu Meranti6.20.1 Bahan

Kayu Meranti 0.012 M³ x Rp. 5,131,500 = Rp. 61,578.00 Paku 0.060 Kg x Rp. 10,930 = Rp. 655.80 Asbes 1,00 x 1,00 m 1.100 Lbr x Rp. 10,450 = Rp. 11,495.00

Jumlah (1) = Rp. 73,728.806.20.2 Tenaga



PLL 6.21 1 M² Langit - langit plywood 4 mm + rangka kayu Meranti6.21.1 Bahan

Kayu Meranti 0.023 M³ x Rp. 5,131,500 = Rp. 118,024.50 Paku biasa 2" - 5" 0.060 Kg x Rp. 10,930 = Rp. 655.80 Plywood 4' x 8' x 4 mm 0.390 Lbr x Rp. 64,520 = Rp. 25,162.80

Jumlah (1) = Rp. 143,843.106.21.2 Tenaga



PLL 6.22 1 M² Langit - langit akustik ( 30 x 60 ) cm + rangka kayu Meranti6.22.1 Bahan

Kayu Meranti 0.023 M³ x Rp. 5,131,500 = Rp. 118,024.50 Paku 0.060 Kg x Rp. 10,930 = Rp. 655.80 Akustik 30 x 60 cm 5.800 Lbr x Rp. 16,120 = Rp. 93,496.00

Jumlah (1) = Rp. 212,176.306.22.2 Tenaga



PLL 6.23 1 M² Langit - langit akustik ( 30 x 30 ) cm + rangka kayu Meranti6.23.1 Bahan

Kayu Meranti 0.027 M³ x Rp. 5,131,500 = Rp. 138,550.50 Paku 0.060 Kg x Rp. 10,930 = Rp. 655.80 Akustik 30 x 30 cm 11.500 Lbr x Rp. 8,130 = Rp. 93,495.00

Jumlah (1) = Rp. 232,701.306.23.2 Tenaga



PLL 6.24 1 M² Langit - langit gypsum board, tebal 9 mm6.24.1 Bahan

Gypsum board (120/240/9) mm 0.364 Lbr x Rp. 94,600 = Rp. 34,434.40 Paku sekrup 0.110 Kg x Rp. 17,250 = Rp. 1,897.50

Jumlah (1) = Rp. 36,331.906.24.2 Tenaga



BERSAMBUNG : ………... ABK PEKERJAAN SANITASI

DAFTAR HARGA SATUAN UPAH DAN BAHAN

PEKERJAAN PEMBANGUNAN GEDUNG NEGARATAHUN ANGGARAN 2008

NO. URAIAN HARGA UPAH HARGA SATUAN

1 2 3 41 Pekerja @Rp. 45,000.00 Org/Hari2 Mandor -"- 55,000.00 OH3 Tukang Batu -"- 65,000.00 OH4 Tukang Kayu -"- 65,000.00 OH5 Tukang Besi -"- 65,000.00 OH6 Tukang Keramik -"- 65,000.00 OH7 Tukang Plafond -"- 65,000.00 OH8 Tukang Pasang Pipa -"- 65,000.00 OH9 Tukang Cat -"- 65,000.00 OH

10 Kepala Tukang -"- 75,000.00 OH11 Jaga Malam -"- 30,000.00 OM

NO. URAIAN HARGA BAHAN-BAHAN HARGA SATUAN

1 2 3 4

A. TIMBUNAN / GALIAN1 Tanah Timbun/Merah @Rp. 57,500.00 M32 Pasir Timbun / urug -"- 65,200.00 M33 Pasir Pasang -"- 94,500.00 M34 Pasir Beton -"- 102,000.00 M35 S i r t u -"- 95,760.00 M36 Tanah Humus -"- 57,000.00 M3

B. BAHAN PEREKAT1 Portland Cement (PC) @Rp. 1,200.00 Kg2 Cement Putih -"- 2,350.00 Kg3 Lem Kayu -"- 32,500.00 Kg4 Lem Karet -"- 37,000.00 Kg5 Lem Vinyl -"- 39,000.00 Kg7 Perekat Kaca -"- 52,400.00 Kg8 Waterfroof -"- 47,500.00 Kg

C. BATU / BATU CETAKAN1 Batu Kerikil/koral 3 - 5 cm @Rp. 175,890.00 M32 Batu Kerikil/koral 5 - 7 cm -"- 159,500.00 M33 Batu Kerikil/Koral 7 - 10 cm -"- 145,750.00 M34 Batu Belah/Kali 10 - 15 cm -"- 136,950.00 M35 Batu Belah/Kali 15 - 20 cm -"- 131,670.00 M36 Batu Pecah 1 - 2 cm -"- 184,680.00 M37 Batu Pecah 2 - 3 cm -"- 168,180.00 M38 Batu Pecah 3 - 5 cm -"- 154,430.00 M39 Batu Pecah 5 - 7 cm -"- 143,430.00 M3

10 Batu Kacang/jagung 0,5 - 1 cm -"- 182,820.00 M311 Batu Splyt -"- 189,200.00 M312 Batu Bata Biasa 5x10x20 cm -"- 450.00 Bh13 Batu Bata Mesin 5x10x20 cm -"- 650.00 Bh14 Batu Bataco 6x12x24 cm -"- 3,660.00 Bh15 Batu Krawang 10x10x20 cm -"- 6,960.00 Bh16 Batu Krawang 10x15x15 cm -"- 6,300.00 Bh17 Batu Krawang 10x20x20 cm -"- 7,660.00 Bh18 Concrete Block (CB) 10 -"- 675.00 Bh19 Concrete Block (CB) 15 -"- 1,450.00 Bh20 Concrete Block (CB) 20 -"- 2,650.00 Bh21 Bondbeam 40x20x20 cm -"- 31,120.00 Bh22 Con Block Warna type Hollan tbl 6 cm -"- 1,850.00 Bh23 Con Block Warna type Uni Pave tbl 6 cm -"- 1,730.00 Bh24 Con Block Warna type Dosex Six tbl 6 cm -"- 1,990.00 Bh25 Con Block Warna type Hexagon tbl 6 cm -"- 1,890.00 Bh26 Con Block K 125 -"- 1,900.00 Bh27 Con Block K 175 -"- 3,110.00 Bh

1 2 3 4

D. KAYU / LANGIT-LANGIT1 Balok Kayu Jati @Rp. 21,750,000.00 M32 Papan Kayu Jati -"- 21,913,130.00 M33 Balok Kayu Meranti Batu -"- 8,485,400.00 M34 Papan Kayu Meranti Batu -"- 8,612,680.00 M35 Balok Kayu Damar Laut -"- 8,305,000.00 M36 Papan Kayu Damar Laut -"- 8,429,580.00 M37 Balok Kayu Meranti Kls.II -"- 5,131,500.00 M38 Papan Kayu Meranti Kls.II -"- 5,208,470.00 M39 Kayu Sembarang/Bekisting -"- 3,144,900.00 M3

10 Kayu Bakar -"- 174,900.00 M311 Papan Lambsering/Rider -"- 204,750.00 M212 Kayu Lat Asbes 5x30x400 mm -"- 8,125.00 Btg13 Kayu Kaso 5 - 7 / 400 cm -"- 51,750.00 Btg14 Kayu Dolken / kayu laut Ø 7,5 - 10 / 400 cm -"- 20,750.00 Btg15 Bambu Ø 6 - 8 / 600 cm -"- 12,500.00 Btg16 Bilik bambu -"- 14,850.00 M217 Kayu Profil 1" -"- 5,700.00 M'18 Kayu Profil 2" -"- 11,400.00 M'19 Kayu Profil 3" -"- 17,100.00 M'20 Kayu Profil 4" -"- 22,800.00 M'21 Profil Gypsum 2" -"- 4,180.00 M'22 Profil Gypsum 3" -"- 4,950.00 M'23 Profil Gypsum 4" -"- 6,050.00 M'24 Profil Gypsum 6" -"- 7,150.00 M'25 Playwood 120 x 240 tbl.18 mm -"- 233,640.00 Lbr26 Playwood 120 x 240 tbl.12 mm -"- 191,950.00 Lbr27 Playwood 120 x 240 tbl. 9 mm -"- 156,530.00 Lbr28 Playwood 120 x 240 tbl. 6 mm -"- 102,410.00 Lbr29 Playwood 120 x 240 tbl. 4 mm -"- 64,520.00 Lbr30 Teakwood 120 x 240 tbl. 3 mm -"- 96,250.00 Lbr31 Triplek Jati 120 x 240 tbl. 3 mm -"- 104,720.00 Lbr32 TriplekSungkai 120 x 240 tbl.3 mm -"- 93,830.00 Lbr33 Formica 120 x 240 cm -"- 81,950.00 Lbr34 Soft Board 120 x 240 tbl. 4 mm -"- 55,990.00 Lbr35 Soft Board 120 x 240 tbl. 6 mm -"- 84,150.00 Lbr36 Soft Board 120 x 240 tbl. 9 mm -"- 126,230.00 Lbr37 Soft Board 120 x 240 tbl.12 mm -"- 168,250.00 Lbr38 Gypsum 120 x 240 tbl. 6 mm -"- 71,500.00 Lbr39 Gypsum 120 x 240 tbl. 9 mm -"- 94,600.00 Lbr40 Gypsum 120 x 240 tbl.12 mm -"- 104,500.00 Lbr41 Asbes Lokal 100 x 100 cm -"- 8,250.00 Lbr42 Asbes Atrisco 100 x 100 cm -"- 10,450.00 Lbr43 Akustik -"- 93,500.00 M2

E. BESI / ALLUMINIUM 1 Besi Beton Polos @Rp. 12,390.00 Kg2 Besi Beton Ulir -"- 12,590.00 Kg3 Besi Profil -"- 14,060.00 Kg4 Besi Siku -"- 13,050.00 Kg5 Besi CNP 100.50.2,3 - 6 m -"- 212,750.00 Btg6 Besi Plat Strip -"- 12,620.00 Kg7 Besi Plat Polos -"- 12,820.00 Kg8 Besi Plat Bordes -"- 13,230.00 Kg9 Kawat Besi Beton -"- 11,620.00 Kg

10 Kawat Licin / seng polos -"- 21,410.00 Kg11 Kawat Duri -"- 3,820.00 M'12 Kawat Nyamuk -"- 12,240.00 M213 Kawat Kasa -"- 31,630.00 M214 Kawat Harmonika # 1" -"- 35,080.00 M215 Kawat Burung -"- 31,625.00 M216 Pagar Kawat BRC 120 -"- 184,800.00 Lbr17 Pintu Besi -"- 458,850.00 M218 Pintu Gulung Besi -"- 500,250.00 M219 Pintu Lipat Besi -"- 517,500.00 M220 Pintu Rolling Door -"- 477,250.00 M2

1 2 3 421 Jerajak Jendela Besi -"- 316,250.00 M222 Terali Besi Strip -"- 258,750.00 M223 Rangka Baja Ringan -"- 181,125.00 M224 Pintu Alluminium -"- 546,250.00 M225 Jendela Alluminium -"- 488,750.00 M226 Profil Alluminium T -"- 8,050.00 M'27 Profil Alluminium Kosen Pintu -"- 45,885.00 M'28 Profil Alluminium Kosen Jendela -"- 43,125.00 M'29 Profil Alluminium Daun Pintu -"- 51,980.00 M'30 Profil Alluminium Daun Jendela -"- 48,875.00 M'31 Vention Blinds -"- 146,625.00 M232 Verticals Blinds -"- 155,250.00 M233 Bingkai Naco Niki hitam -"- 171,100.00 M234 Paku Beton 0,5 - 2" -"- 400.00 Bh35 Paku Beton 2" - 5" -"- 490.00 Bh36 Paku Biasa 0,5 - 2" -"- 10,930.00 Kg37 Paku Biasa 2 - 5" -"- 10,120.00 Kg38 Sekrup macam Ukuran -"- 17,250.00 Kg39 Sekrup 0,5 - 2" -"- 345.00 Bh40 Sekrup fisher -"- 500.00 Bh41 -"- 17,500.00 Bh42 -"- 27,500.00 Bh43 Bout Ramset / Dina bolt -"- 650.00 Bh

F. PENUTUP LANTAI DAN DINDING1 Ubin PC abu-abu 20 x 20 cm @Rp. 1,320.00 Bh2 Ubin PC abu-abu 30 x 30 cm -"- 2,970.00 Bh3 Ubin PC abu-abu 40 x 40 cm -"- 5,280.00 Bh4 Ubin PC warna 20 x 20 cm -"- 1,650.00 Bh5 Ubin PC warna 30 x 30 cm -"- 3,850.00 Bh6 Ubin PC warna 40 x 40 cm -"- 6,820.00 Bh7 Ubin teraso 30 x 30 cm -"- 10,450.00 Bh8 Ubin teraso 40 x 40 cm -"- 19,250.00 Bh9 Ubin granito 30 x 30 cm -"- 23,870.00 Bh

10 Ubin granito 40 x 40 cm -"- 42,350.00 Bh11 Ubin granito 60 x 60 cm -"- 95,150.00 Bh12 Ubin Mosaik 30 x 30 cm -"- 12,650.00 Bh14 Ubin Marmer Ex.DN -"- 238,150.00 M215 Ubin teralux marmer 30 x 30 cm -"- 24,750.00 Bh16 Ubin teralux marmer 40 x 40 cm -"- 44,000.00 Bh17 Ubin teralux marmer 60 x 60 cm -"- 99,550.00 Bh18 Ubin keramik 10 x 20 cm -"- 1,100.00 Bh19 Ubin keramik 15 x 15 cm -"- 1,210.00 Bh20 Ubin keramik 20 x 20 cm -"- 2,200.00 Bh21 Ubin keramik 20 x 25 cm -"- 2,750.00 Bh22 Ubin keramik 25 x 25 cm -"- 3,410.00 Bh23 Ubin keramik 30 x 30 cm -"- 4,950.00 Bh24 Ubin keramik 30 x 30 cm anti slip -"- 7,150.00 Bh25 Ubin keramik 40 x 40 cm -"- 8,800.00 Bh26 Ubin keramik artistik 5 x 20 cm -"- 825.00 Bh27 Ubin keramik artistik 10 x 10 cm -"- 825.00 Bh28 Ubin keramik artistik 10 x 20 cm -"- 1,650.00 Bh29 Ubin keramik Essenza 30 x 30 cm -"- 19,250.00 Bh30 Ubin keramik Essenza 40 x 40 cm -"- 34,210.00 Bh31 Porselin 11 x 11 cm putih -"- 1,100.00 Bh32 Porselin 11 x 11 cm, warna -"- 1,320.00 Bh33 Porselin 15 x 15 cm, putih -"- 2,090.00 Bh34 Porselin 15 x 15 cm, warna -"- 2,310.00 Bh35 Plint ubin Abu-abu 10 x 30 cm -"- 1,650.00 Bh36 Plint ubin Abu-abu 10 x 40 cm -"- 3,740.00 Bh37 Plint ubin Abu-abu 10 x 20 cm -"- 935.00 Bh38 Plint ubin Pc warna 10 x 20 cm -"- 1,100.00 Bh39 Plint ubin Pc warna 10 x 30 cm -"- 2,970.00 Bh40 Plint ubin Pc warna 10 x 40 cm -"- 5,060.00 Bh41 Plint ubin teraso 10 x 30 cm -"- 8,250.00 Bh42 Plint ubin teraso 10 x 40 cm -"- 11,000.00 Bh43 Plint ubin teralux marmer 10 x 30 cm -"- 14,850.00 Bh

Bout Ø 5/8" - 8"Bout Angker Ø 3/4" - 10"

1 2 3 4

44 Plint ubin teralux marmer 10 x 40 cm -"- 26,400.00 Bh45 Plint ubin teralux marmer 10 x 60 cm -"- 59,730.00 Bh46 Plint ubin granito 10 x 30 cm -"- 25,410.00 Bh47 Plint ubin granito 10 x 40 cm -"- 57,090.00 Bh48 Plint ubin granito 10 x 60 cm -"- 142,890.00 Bh49 Plint ubin keramik 10 x 30 cm -"- 2,970.00 Bh50 Plint ubin keramik 10 x 40 cm -"- 3,960.00 Bh51 Plint ubin keramik 10 x 60 cm -"- 5,940.00 Bh52 Plint ubin keramik 15 x 30 cm -"- 4,510.00 Bh53 Plint ubin keramik 15 x 40 cm -"- 5,940.00 Bh54 Plint ubin keramik 15 x 60 cm -"- 8,910.00 Bh55 Batu Lapis Dinding 7x3x24 -"- 1,850.00 Bh56 Batu tempel hitam -"- 95,000.00 M257 Batu Poros -"- 104,250.00 M258 Carpet -"- 82,500.00 M259 Carpet 80 % wool, 20 % nylon -"- 79,500.00 M260 Feltex carpet 100 % wool-T-21 -"- 77,500.00 M261 Underlyer tebal 6 mm / rubber corrugated -"- 95,000.00 M262 Vynil asbes 30 x 30 cm -"- 7,480.00 Bh63 Vynil karet 30 x 30 cm KL I -"- 8,910.00 Bh64 Vynil karet 30 x 30 cm KL II -"- 8,250.00 Bh65 Vynil motif kembang ex DN 30 x 30 cm -"- 8,580.00 Bh66 Vynil wall covering lebar 50 cm -"- 57,500.00 M267 Perquet Jati -"- 335,000.00 M268 Gymfloor -"- 72,500.00 M269 Paku Pancing 60 - 230 -"- 650.00 Bh70 Sekrup 3,5" -"- 370.00 Kg71 Sekrup 3,5" -"- 18,500.00 Kg

G. PENUTUP ATAP1 Atap Genteng Palentong @Rp. 1,520.00 Bh2 Atap Genteng Palentong super -"- 3,620.00 Bh3 Atap Genteng Kodok -"- 1,970.00 Bh4 Atap Genteng Beton -"- 5,430.00 Bh5 Atap Genteng Keramik -"- 10,350.00 Bh6 Atap Genteng Aspal -"- 10,290.00 Lbr7 Atap Genteng Metal/Multi Roof 35 -"- 96,250.00 Lbr8 Atap Genteng Asbes Cement 0,35 -"- 60,720.00 Lbr9 Atap Sirap -"- 940.00 Bh

10 Atap Aluminium gelombang tebal 0,55 -"- 89,250.00 Lbr11 Atap Seng gelombang 3' x 6' bjls 35 -"- 54,220.00 Lbr12 Atap Seng Super Deck 3' x 6' tbl.0,30 -"- 85,250.00 Lbr25 Roof light fibreglass gelombang 180 x -"- 41,170.00 Lbr13 Atap Asbes gelombang 1,8 x 1,05 tbl.4 mm -"- 51,980.00 Lbr14 Atap Asbes gelombang 2,1 x 1,05 tbl.4 mm -"- 81,530.00 Lbr15 Atap Asbes gelombang 2,4 x 1,05 tbl.4 mm -"- 94,500.00 Lbr16 Atap Asbes gelombang 2,7 x 1,05 tbl.4 mm -"- 99,000.00 Lbr17 Atap Asbes gelombang 1,8 x 0,92 tbl.5 mm -"- 60,860.00 Lbr18 Atap Asbes gelombang 2,1 x 0,92 tbl.5 mm -"- 76,090.00 Lbr19 Atap Asbes gelombang 2,4 x 0,92 tbl.5 mm -"- 83,000.00 Lbr20 Atap Asbes gelombang 2,7 x 0,92 tbl.5 mm -"- 91,300.00 Lbr21 Atap Asbes gelombang 1,8 x 1,08 tbl.6 mm -"- 87,420.00 Lbr22 Atap Asbes gelombang 2,1 x 1,08 tbl.6 mm -"- 101,700.00 Lbr23 Atap Asbes gelombang 2,4 x 1,08 tbl.6 mm -"- 108,330.00 Lbr24 Atap Asbes gelombang 2,7 x 1,08 tbl.6 mm -"- 131,130.00 Lbr26 Genteng bubung palentong -"- 8,500.00 Bh27 Genteng bubung palentong super -"- 11,580.00 Bh28 Genteng bubung kodok -"- 8,690.00 Bh29 Nok genteng Beton -"- 12,220.00 Bh30 Nok genteng Keramik -"- 13,670.00 Bh31 Nok genteng Aspal -"- 26,680.00 Bh32 Nok genteng Metal/Multi Roof (Decra bond) -"- 37,400.00 Bh33 Nok genteng Asbes gelomang Cement 0,35 -"- 30,700.00 Lbr34 Nok Alluminium standard 40 cm 18 swg 22 -"- 43,540.00 M235 Bubung/Nok Stel Gelombang 0,92 m' tbl.5 mm -"- 17,810.00 Lbr36 Bubung/Nok Stel Gelombang 1,05 m' tbl.4 mm -"- 23,630.00 Lbr

1 2 3 4

37 Bubung/Nok Stel Gelombang 1,08 m' tbl.6 mm -"- 25,920.00 Lbr38 Bubung/Nok Paten 0,92 m' tbl.5 mm -"- 33,460.00 Lbr39 Bubung/Nok Paten 1,05 m' tbl.4 mm -"- 28,140.00 Lbr40 Bubung/Nok Paten 1,08 m' tbl.6 mm -"- 39,050.00 Lbr41 Bubung/Nok Stel Rata 0,92 m' tbl.5 mm -"- 32,800.00 Lbr42 Bubung/Nok Stel Rata 1,05 m' tbl.4 mm -"- 27,500.00 Lbr43 Bubung/Nok Stel Rata 1,08 m' tbl.6 mm -"- 36,910.00 Lbr44 Seng plat 3" x 6" bjls 35 -"- 105,000.00 Lbr45 Seng plat 3" x 6" bjls 30 -"- 94,500.00 Lbr46 Plastic aerator -"- 25,000.00 Bh47 Sisalation / aluminium foil -"- 70,180.00 M248 Paku Seng + Ring karet -"- 18,500.00 Kg49 Paku Seng + Ring karet -"- 370.00 Bh50 Paku hak panjang 15 cm -"- 27,750.00 Kg

H. KUNCI DAN KACA1 Kunci tanam antik @Rp. 203,500.00 Bh2 Kunci tanam biasa -"- 81,840.00 Bh3 Kunci tanam kamar mandi -"- 49,720.00 Bh4 Kunci silinder -"- 167,750.00 Bh5 Kunci selot -"- 40,370.00 Bh6 Kunci lemari -"- 11,220.00 Bh7 Engsel pintu 4" -"- 13,750.00 Bh8 Engsel jendela 3" -"- 10,230.00 Bh9 Engsel angin -"- 22,770.00 Bh

10 Kait angin -"- 17,380.00 Bh11 Rel pintu dorong -"- 145,750.00 Bh12 Sealent -"- 35,750.00 Kg13 Spring knip -"- 8,250.00 Bh14 Door closer -"- 99,770.00 Bh15 Door handle -"- 102,740.00 Bh16 Door stop -"- 34,650.00 Bh17 Espanyolet -"- 80,410.00 Bh18 Kaca Block 20 x 20 cm -"- 27,500.00 Bh19 Kaca Polos tbl. 3 mm -"- 79,200.00 M220 Kaca Polos tbl. 5 mm -"- 132,000.00 M221 Kaca Polos tbl. 8 mm -"- 211,200.00 M222 Kaca Reyben tbl. 5 mm -"- 172,000.00 M223 Kaca Reyben tbl. 8 mm -"- 275,200.00 M224 Kaca buram tbl.3 mm -"- 66,000.00 M225 Kaca buram tbl.5 mm -"- 110,000.00 M226 Kaca buram tbl.8 mm -"- 176,000.00 M227 Kaca cermin tebal 5 mm -"- 147,000.00 M228 Kaca cermin tebal 6 mm -"- 176,400.00 M229 Kaca cermin tebal 8 mm -"- 235,200.00 M230 Kaca patri -"- 154,000.00 M231 Kaca wireglass -"- 137,500.00 M232 Kaca Reyben Naco 30 x 60 cm tbl.5 mm -"- 12,350.00 Lbr33 Kaca Bening Naco 30 x 60 cm tbl.5 mm -"- 9,750.00 Lbr

I. CAT / MINYAK1 Cat Dasar @Rp. 13,750.00 Kg2 Cat Tembok -"- 17,490.00 Kg3 Cat Minyak Kayu -"- 42,350.00 Kg4 Cat Minyak Besi -"- 45,540.00 Kg5 Cat Menie Kayu -"- 41,140.00 Kg6 Cat Menie Besi -"- 43,890.00 Kg7 Cat Sending -"- 55,440.00 Kg8 Cat Melamix -"- 58,520.00 Kg9 Vernis -"- 43,890.00 Kg

10 Plamir -"- 14,300.00 Kg11 Dempul Cat -"- 10,780.00 Kg12 Minyak Cat -"- 10,010.00 Kg13 Minyak Bekisting -"- 5,720.00 Ltr14 Residu / Kolter -"- 5,940.00 Ltr15 Soda Api -"- 20,460.00 Kg16 Sabun -"- 13,750.00 Kg17 Kapur Sirih -"- 3,080.00 Kg

1 2 3 4

18 Kuas -"- 8,250.00 Bh19 Ampelas/Kertas Pasir -"- 3,080.00 Lbr20 Alang-alang -"- 2,200.00 Ikat21 Wall paper -"- 27,830.00 M222 Perekat -"- 15,950.00 Kg23 Aluminium B -"- 46,750.00 Kg24 Aluminium C -"- 42,350.00 Kg

J. SANITASI / PIPA1 Kloset duduk / monoblok Lengkap tangki @Rp. 1,756,700.00 Bh2 Kloset duduk / monoblok tanpa tangki -"- 1,265,000.00 Bh3 Kloset jongkok porselin -"- 204,820.00 Bh4 Bakkif Porselen -"- 2,750,000.00 Bh5 Wastafel -"- 478,500.00 Bh6 Urinoir -"- 506,880.00 Bh7 -"- 24,860.00 Bh9 -"- 70,180.00 Bh8 Kran Shower -"- 84,150.00 Bh

10 Kran Cebok -"- 65,670.00 Bh11 Bak fibreglass 0,3 M3 -"- 165,000.00 Bh12 Bak fibreglass 1 M3 -"- 475,200.00 Bh13 Bak cuci piring steinless 2 Lobang -"- 424,270.00 Bh14 Bak cuci piring teraso 2 Lobang -"- 247,500.00 Bh15 Tempat sabun keramik -"- 51,150.00 Bh16 -"- 15,000.00 Bh17 -"- 27,500.00 Bh18 -"- 12,500.00 Bh19 Instalasi air Bersih -"- 100,000.00 Ttk20 Instalasi air Kotor/Limbah -"- 125,000.00 Ttk21 -"- 10,230.00 M'22 -"- 16,170.00 M'23 -"- 18,260.00 M'24 -"- 17,490.00 M'25 -"- 24,860.00 M'26 -"- 51,150.00 M'27 -"- 57,640.00 M'28 -"- 87,230.00 M'29 -"- 123,640.00 M'30 -"- 182,820.00 M'31 -"- 314,380.00 M'32 -"- 30,250.00 Btg33 -"- 40,535.00 Btg34 -"- 67,500.00 Btg35 -"- 97,500.00 Btg36 -"- 115,000.00 Btg37 -"- 132,000.00 Btg38 -"- 153,000.00 Btg39 -"- 257,000.00 Btg40 -"- 75,000.00 Btg41 -"- 105,000.00 Btg42 -"- 158,000.00 Btg43 -"- 210,000.00 Btg44 -"- 248,000.00 Btg45 -"- 274,000.00 Btg46 -"- 82,000.00 Btg47 -"- 115,000.00 Btg48 -"- 168,000.00 Btg49 -"- 172,000.00 Btg50 -"- 215,000.00 Btg51 -"- 258,000.00 Btg52 -"- 286,000.00 Btg53 54 Knee AW 1" -"- 4,750.00 Bh55 Tee AW 1" -"- 6,500.00 Bh56 Socht AW 1" -"- 4,250.00 Bh57 F-Knee 1" -"- 7,250.00 Bh

Kran air Ø 1/2" - 3/4"Kran air leher angsa Ø 1/2"

Floor Drain Ø 4" steinleesStop Kran Ø 3/4" Tutup Bak air Ø 1" Kuningan

Buis Beton 1/2 Ø 15 cmBuis Beton 1/2 Ø 20 cmBuis Beton 1/2 Ø 30 cmBuis Beton Ø 15 cmBuis Beton Ø 20 cmBuis Beton Ø 30 cmBuis Beton Ø 40 cmBuis Beton Ø 50 cmBuis Beton Ø 60 cmBuis Beton Ø 80 cmBuis Beton Ø 100 cmPipa PVC Tipe AW Ø 1/2"Pipa PVC Tipe AW Ø 3/4"Pipa PVC Tipe AW Ø 1"Pipa PVC Tipe AW Ø 11/2"Pipa PVC Tipe AW Ø 2"Pipa PVC Tipe AW Ø 21/2"Pipa PVC Tipe AW Ø 3"Pipa PVC Tipe AW Ø 4"Pipa Besi Hitam Ø 1/2"Pipa Besi Hitam Ø 3/4"Pipa Besi Hitam Ø 1"Pipa Besi Hitam Ø 11/2"Pipa Besi Hitam Ø 2"Pipa Besi Hitam Ø 21/2"Pipa Galvanis Ø 1/2"Pipa Galvanis Ø 3/4"Pipa Galvanis Ø 1"Pipa Galvanis Ø 11/4"Pipa Galvanis Ø 11/2"Pipa Galvanis Ø 2"Pipa Galvanis Ø 21/2"Fitting Pipa AW Ø 1"

1 2 3 4

58 F-Tee 1" -"- 11,500.00 Bh59 DOP AW 1: -"- 4,500.00 Bh60 Bocht LL-D 1" -"- 22,500.00 Bh57 Union Socht 1" -"- 6,750.00 Bh58 D-Nipple 1" -"- 16,500.00 Bh59 Water Moer 1" -"- 29,500.00 Bh60 Plug 1" -"- 3,500.00 Bh

K. LISTRIK / ACSESORIES1 Lampu TL 1 x 20 W Lengkap @Rp. 60,500.00 Set2 Lampu TL 1 x 40 W Lengkap -"- 78,650.00 Set3 Lampu TL 2 x 20 W Lengkap -"- 112,500.00 Set4 Lampu TL 2 x 40 W Lengkap -"- 127,500.00 Set5 Lampu TL Bambu 1 x 20 W Lengkap -"- 75,000.00 Set6 Lampu TL Bambu 1 x 40 W Lengkap -"- 87,500.00 Set7 Lampu XL 5 W + Fitting -"- 9,500.00 Set8 Lampu XL 8 W + Fitting -"- 15,500.00 Set9 Lampu XL10 W + Fitting -"- 17,500.00 Set

10 Lampu XL14 W + Fitting -"- 27,500.00 Set11 Lampu XL18 W + Fitting -"- 31,000.00 Set12 Lampu XL24 W + Fitting -"- 38,500.00 Set13 Lampu Downlight 5 W Lengkap -"- 45,500.00 Set14 Lampu Pijar 5 w + Fitting -"- 3,000.00 Set15 Lampu Pijar 10 w + Fitting -"- 4,000.00 Set16 Lampu Pijar 15 w + Fitting -"- 4,750.00 Set17 Lampu Pijar 20 w + Fitting -"- 6,500.00 Set18 Lampu Pijar 25 w + Fitting -"- 7,500.00 Set19 Lampu Pijar 40 w + Fitting -"- 9,500.00 Set20 Stop Kontak Tanam -"- 7,250.00 Bh21 Saklar Tunggal -"- 15,100.00 Bh22 Saklar Ganda -"- 16,950.00 Bh23 Saklar Triple -"- 21,200.00 Bh24 Zekring box 1 grup -"- 48,500.00 Unt25 Zekring box 2 grup -"- 65,000.00 Unt26 Zekring box 3 grup -"- 95,000.00 Unt27 Zekring box 4 grup -"- 125,000.00 Unt28 MCB 2 Ampere -"- 30,250.00 Unt29 MCB 4 Ampere -"- 36,300.00 Unt30 MCB 6 Ampere -"- 90,000.00 Unt31 MCB 8 Ampere -"- 135,000.00 Unt32 -"- 750.00 M'33 -"- 900.00 M'34 -"- 1,150.00 M'35 -"- 1,500.00 M'36 -"- 1,600.00 M'37 -"- 2,085.00 M'38 -"- 2,375.00 M'39 -"- 2,875.00 M'40 Instalasi listrik titik api -"- 85,000.00 Ttk41 Instalasi listrik Lampu Nyala -"- 75,000.00 Ttk

Medan, Maret 2008

DIKETAHUI OLEH : DIBUAT OLEH : TIM TEKNIS

Kepala Dinas Penataan Ruang dan 1. Ir. Jeremias Sinaga, MAP (……..….…….…)

Permukiman Prov. Sumatera Utara 2. Ir. Herimas (……..….…….…)

3. H. Sugiarto Bharata, ST (……..….…….…)

4. H. Ali Muhar, ST (……..….…….…)

Ir. H. Syafruddin Siregar, MSi 5. Sakula Karo karo, ST (……..….…….…)

Pembina Utama Muda 6. Ebenser Saragih, SE (……..….…….…)

NIP. 400025884 7. Sahat Hasudungan, ST (……..….…….…)

8. Ir. Tanogara Siahaan (……..….…….…)

9. Ali Fauzan, ST (……..….…….…)

10. Ir. Naimul Ahmad R. ST (……..….…….…)

11. Chandra, ST (……..….…….…)

Kabel Listrik NGA Ø 1,5 mmKabel Listrik NGA Ø 2,5 mmKabel Listrik NGA Ø 3 mmKabel Listrik NGA Ø 4 mmKabel Listrik NYM 2 Ø 1,5 mmKabel Listrik NYM 2 Ø 2,5 mmKabel Listrik NYM 2 Ø 3 mmKabel Listrik NYM 2 Ø 4 mm

daftar analisa.xls

Documents