ANALISA HARGA SATUAN

ANALISA HARGA SATUAN

Analisa Uraian Harga Satuan

Rp

Upah

Rp

Bahan

Rp

Jumlah

Rp 1 2 3 4 5 6

PEKERJAAN PENDAHULUAN SNI 6.8 1M2Pembersihan lokasi / lapangan

Mandor 0.0500 Oh 60,000.000 3,000.00Pekerja 0.1000 Oh 45,000.000 4,500.00 -

7,500.00 - 7,500.00

SNI 6.4 1M’ Pengukuran dan pemasangan Bouwplank Mandor 0.0050 Oh 60,000.00 300.00Kepala tukang 0.0100 Oh 55,000.00 350.00Tukang 0.1000 Oh 50,000.00 5,000.00Pekerja 0.1000 Oh 45,000.00 4,500.00Kesau 0.0050 M3 1,296,000.00 - 6,480.00Papan 0.0070 M3 1,408,550.00 - 9,859.85Paku Kayu 0.0200 Kg 22,000.00 - 440.00

10,350.00 16,779.85 27.129.85

PEKERJAAN TANAH SNI 6.1 1 M3 Galian tanah biasa sedalam 1m’

Mandor 0.0400 Oh 60,000.00 2,400.00Tukang gali tanah 0.4000 Oh 40,000.00 16,000.00 -

18,400.00 - 18,400.00


Rp

Upah

Rp

Bahan

Rp

Jumlah

Rp 1 2 3 4 5 6

PEKERJAAN PONDASI SNI 6.4 1M3 Pasang pondasi batu gunung camp. 13

Mandor 0.0750 Oh 60,000.00 4,500.00Kepala tukang batu

0.0600 Oh 55,000.00 3,300.00

Tukang batu 0.6000 Oh 55,000.00 33,000.00Pekerja 1.5000 Oh 45,000.00 67,500.00Batu gunung 1.1000 M3 128,000.00 - 140,800.00Semen 50 Kg 4.0400 Zak 56,000.00 - 226,240.00Pasir pasang 0.4850 M3 115,000.00 - 55,775.00

108,300.00 422,815.00 531,115.00

SNI 6.6 1 M3 Pasang pondasi gunung camp. 1:5Mandor 0.0750 Oh 60,000.00 4,500.00Kepala tukang batu

0.0600 Oh 55,000.00 3,300.00

Tukang batu 0.6000 Oh 55,000.00 33,000.00Pekerja 1.5000 Oh 45,000.00 67,500.00Batu gunung 1.1000 M3 128,000.00 - 140,800.00Semen 50 Kg 2.7200 Zak 56,000.00 - 152,320.00Pasir pasang 0.5440 M3 115,000.00 - 62,560.00

108,300.00 355,680.00 463,980.00

SNI 6.14 1 M3 Pasang pondasi batu kosong Mandor 0.0390 Oh 60,000.00 2,340.00Kepala tukang batu

0.0390 Oh 55,000.00 2,145.00 -

Tukang batu 0.3900 Oh 55,000.00 21,450.00 -Pekerja 0.7800 Oh 45,000.00 35,100.00 -Batu belah 1.1000 M3 128,000.00 140,800.00Pasir urung 0.3000 M3 72,000.00 26,600.00

61,035.00 162,400.00 223,435.00Analisa Uraian Harga

Satuan Upah Bahan Jumlah

Rp Rp Rp Rp 1 2 3 4 5 6

SNI 6.4 1 M3 Galian tanah keras sedalam 1m’Mandor 0.0620 Oh 60,000.00 3,720.00Tukang gali tanah 0.6250 Oh 40,000.00 25,000.00 -

28,720.00 - 28,720.00SNI 6.9 1 M3 Urugan tanah kembali

Mandor 0.0190 Oh 60,000.00 1,140.00Pekerja 0.1920 Oh 45,000.00 8,640.00

9,780.00 - 9,780.00SNI 6.9a 1 M3 Urangan tanah

Mandor 0.0100 Oh 60,000.00 600.00Pekerja 0.2500 Oh 45,000.00 11,250.00 -Tanah urung 1.100 M3 15,550.00 - 17,105.00

11,850.00 17,105.00 28,955.00SNI 6.10 1 M3 Pemadatan tanah

Mandor 0.0500 Oh 60,000.00 3,000.00 -Pekerja 0.5000 Oh 45,000.00 22,500.00 -

25,500.00 - 22,500.00SNI 6.11 1 M3 Urugan pasir

Mandor 0.0100 Oh 60,000.00 600.00Pekerja 0.2500 Oh 45,000.00 11,2500.00 -Pasir urug 1.100 M3 72,000.00 - 79,200.00

11,850.00 79,200.00 91,050.00SNI 6.15 1 M3 Urugan

sirtu Mandor 0,0250 Oh 60,000.00 1,500.00Pekerja 0.2500 Oh 45,000.00 11,250.00 -Sirtu 1.2000 M3 105,000.00 - 126,000.00

12,750.00 126,000.00 138,750.00

Analisa Uraian Harga

Satuan

Rp

Upah

Rp

Bahan

Rp

Jumlah

Rp

1 2 3 4 5 6

PEKERJAAN DINDINGSNI 6.3 1 M2 Pasangan bata merah Tbl. 1 bata

Adukan 1 pc : 3 ps Mandor 0.0300 Oh 60,000.00 1,800.00Kepala tukang batu 0.0200 Oh 55,000.00 1,100.00 -Tukang batu 0.2000 Oh 55,000.00 11,000.00 -Pekerja 0.6500 Oh 45,000.00 29,250.00 -Bata merah 140.0000 Bh 500.00 - 70,000.00Semen 50 Kg 0.6590 Zak 56,000.00 - 36,904.00Pasir pasang 0.0910 M3 115,000.00 - 10,465.00

43,150.00 117,369.00 160,519.00SNI 6.10 1 M2Pasangan bata merah tebal ½ bata

Adukan 1 pc : 3 ps Mandor 0.0150 Oh 60,000.00 900.00Kepala tukang batu 0.0100 Oh 55,000.00 550.00 -Tukang batu 0.1000 Oh 55,000.00 5,500.00 -Pekerja 0.3200 Oh 45,000.00 14,400.00 -Bata merah 70.0000 Bh 500.00 - 35,000.00Semen 50 Kg 0.2874 Zak 56,000.00 - 16,094.40Pasir pasang 0.0400 M3 115,000.00 - 4,600.00

21,350.00 53,694.40 77,044.40SNI 6.10 1 M2 Pasangan bata merah t. ½ bata

Adukan 1 pc : 5 psMandor 0.0150 Oh 60,000.00 900.00Kepala tukang batu 0.0100 Oh 55,000.00 550.00 -Tukang batu 0.1000 Oh 55,000.00 5,500.00 -Pekerja 0.3200 Oh 45,000.00 14,400.00 -Bata merah 70.0000 Bh 500.00 - 35,000.00Semen 50 Kg 0.1936 Zak 56,000.00 - 10,841.60Pasir pasang 0.0450 M3 115,000.00 - 5,175.00

21,350.00 51,016.60 72,366.60Analisa Uraian Harga

Satuan Upah Bahan Jumlah

Rp Rp Rp Rp 1 2 3 4 5 6

SNI 6.21 1 M2 Pasangan didinding batako CB 10Adukan 1 pc : 3 ps Mandor 0.0170 Oh 60,000.00 1,020.00Kepala tukang batu 0.0114 Oh 55,000.00 627.00 -Tukang besi 0.0070 Oh 55,000.00 385.00Tukang batu 0.1070 Oh 55,000.00 5,885.00 -Pekerja 0.3400 Oh 45,000.00 15,300.00 -Bata merah 12.5000 Bh 500.00 - 23,750.00Semen 50 Kg 0.1440 Zak 56,000.00 - 8,064.00Pasir pasang 0.0210 M3 115,000.00 - 2,415.00

23,217.00 34,229.00 57,446.00SIN 6.23 1 M2 Pasangan dinding batako CB 20

Mandor 0.0185 Oh 60,000.00 1,110.00Kepala tukang batu 0.0164 Oh 55,000.00 902.00Tukang besi 0.0070 Oh 55,000.00 385.00Tukang batu 0.1570 Oh 55,000.00 8,635.00Pekerja 0.3700 Oh 45,000.00 16,650.00Batako 12.5000 Bh 500.00 23,750.00Semen PC (50 Kg) 0.2810 Zak 56,000.00 15,736.00Pasir pasang 0.0420 M3 115,000.00 4,830.00

27,682.00 44,316.00 71,998.00PEKERJAAN PELESTERAN

SIN 6.3 1 M2 Pleseteran camp. 1 : 3 tbl. 15 mmMandor 0.0100 Oh 60,000.00 600.00Kepala tukang batu 0.0150 Oh 55,000.00 852.00Tukang batu 0.1500 Oh 55,000.00 8,250.00Pekerja 0.2000 Oh 55,000.00 9,000.00Semen PC (50 Kg) 0.1296 Zak 45,000.00 7,257.60Pasir pasang 0.0190 M3 500.00 2,185.00

18,675.00 9.442.30 28.117.60


Upah Bahan Jumlah

Rp Rp Rp Rp 1 2 3 4 5 6

SNI 6.5 1 M2 Pasangan camp, 1 : 5 tbl. 15 mm Mandor 0.0100 Oh 60,000.00 600.00Kepala tukang batu 0.0150 Oh 55,000.00 825.00Tukang batu 0.1500 Oh 55,000.00 8,250.00Pekerja 0.2000 Oh 45,000.00 9,000.00Semen PC (50 Kg) 0.0864 Zak 56,000.00 4,838.40Pasir pasang 0.0220 M3 115,000.00 2,530.00

18,675.00 7,368.40 26,043.40SNI 6.14 1 M2 Plesteran camp. 1:3 tbl. 20 mm

Mandor 0.0125 Oh 60,000.00 750.00Kepala tukang batu 0.200 Oh 55,000.00 1,100.00Tukang batu 0.2000 Oh 55,000.00 11,000.00Pekerja 0.2500 Oh 45,000.00 11,250.00Semen PC (50 Kg) 0.2160 Zak 56,000.00 12,096.00Pasir pasang 0.260 M3 115,000.00 2,990.00


Mandor 0.0125 Oh 60,000.00 750.00Kepala tukang batu 0.0200 Oh 55,000.00 1,100.00Tukang batu 0.2000 Oh 55,000.00 11,000.00Pekerja 0.2500 Oh 45,000.00 11,250.00Semen PC (50 Kg) 0.1458 Zak 56,000.00 8,164.80Pasir pasang 0.0280 M3 115,000.00 3,220.00


Mandor 0.0020 Oh 60,000.00 120.00Kepala tukang batu 0.0380 Oh 55,000.00 2,090.00Tukang batu 0.0380 Oh 55,000.00 2,090.00Pekerja 0.0570 Oh 45,000.00 2,565.00Semen PC (50 Kg) 0.5000 Zak 56,000.00 28,000.00Pasir pasang 0.0020 M3 115,000.00 230.00

6,865.00 28.230.00 35,095.00Analisa Uraian Harga

Satuan Rp

Upah

Rp

Bahan

Rp

Jumlah

Rp 1 2 3 4 5 6

SNI 6.35 1 M2 Pasangan camp, 1 : 2

Mandor 0.0080 Oh 60,000.00 480.00Kepala tukang batu 0.0070 Oh 55,000.00 385.00Tukang kayu 0.0700 Oh 55,000.00 3,850.00Pekerja 0.1500 Oh 45,000.00 6,750.00Semen PC (50 Kg) 0.0864 Zak 56,000.00 4,838.40Pasir pasang 0.0160 M3 115,000.00 1,840.00

11,465.00 6,678.40 18,143.40PEKERJAAN KAYU

SNI 6.1 1 M3 Kusen pintu/jendela kayu ulin Mandor 0.3000 Oh 60,000.00 18,000.00Kepala tukang 2.0000 Oh 55,000.00 110,000.00Tukang kayu 20.0000 Oh 50,000.00 1,000,000.00Pekerja 6.0000 Oh 45,000.00 270.000.00Kayu ulin 5/10 1.1000 M3 7,315,500.00 8,047,050.0Paku 1.2500 Kg 27,000.00 33,750.00

1,398,000.0 8,080,800.0 9,478,800.00SNI 6.7 1 M2 Pintu panil kayu ulin

Mandor 0.0500 Oh 60,000.00 3,000.00Kepala tukang 0.2500 Oh 55,000.00 13,750.00Tukang kayu 2.5000 Oh 50,000.00 125,000.00Pekerja 1.0000 Oh 45,000.00 45,000.00Kayu papan ulin 0.0400 M3 7,980,000.00 319,200.00

186,750.00 319,200.00 505,850.00SNI 6.8 1 M2 Pintu dan jendela kayu lanan (Kayu Kls. II

Mandor 0.0500 Oh 60,000.00 3,000.00Kepala tukang 0.2500 Oh 55,000.00 13,750.00Tukang kayu 2.5000 Oh 50,000.00 125,000.00Pekerja 1.0000 Oh 45,000.00 45,000.00Kayu papan Kls. II 0.0400 M3 1,408,550.00 56,342.00

186,750.00 56,342.00 243,092.00


Rp

Upah

Rp

Bahan

Rp

Jumlah

Rp 1 2 3 4 5 6

SNI 6.9 1 M2 Rangka pintu/jendela kaca kayu Kls I Mandor 0.0400 Oh 60,000.00 2,400.00Kepala tukang kayu 0.2000 Oh 55,000.00 11,000.00 -Tukang kayu 2.0000 Oh 55,000.00 100,000.00 -Pekerja 0.8000 Oh 45,000.00 36,000.00 -Kayu papan Kls. I 0.0350 M3 7,980,000.00 279,300.00

149,400.00 279,300.00 428,700.00SNI 6.11 1 M2 Rangka pintu/jendela kaca kayu Kls II

Mandor 0.0400 Oh 60,000.00 2,400.00Kepala tukang batu 0.2000 Oh 55,000.00 11,000.00Tukang kayu 2.0000 Oh 50,000.00 100,000.00Pekerja 0.8000 Oh 45,000.00 36,000.00Kayu papan Kls. II 0.0350 M3 1,408,550.00 49,299.25

149,400.00 49,229.25 198,699.25SNI 6.11 1 M2 Jalusi papan kayu Kls II

Mandor 0.5000 Oh 60,000.00 30,000.00Kepala tukang kayu 0.3000 Oh 55,000.00 16,500.00 -Tukang kayu 3.0000 Oh 50,000.00 150,000.00 -Pekerja 1.0000 Oh 45,000.00 45,000.00 -Kayu papan Kls. II 0.0640 M3 1,408,550.00 90,147.20

90.147.20 331,647.20SNI 6.16 1 M2 Jalusi mati kayu ulin

Mandor 0.0250 Oh 60,000.00 1,500.00Kepala tukang kayu 0.2000 Oh 55,000.00 11,000.00Tukang kayu 2.0000 Oh 50,000.00 100,000.00Pekerja 0.5000 Oh 45,000.00 22,500.00Kayu papan Kls. I 0.600 M3 7,980,000.00 478,800.00Kg Paku 0.1500 Kg 27,000.00 4,050.00

135,000.00 482,850.00 617,850.00

Analisa Uraian Harga Upah Bahan Jumlah

Satuan Rp Rp Rp Rp

1 2 3 4 5 6SNI 6.29 1 M3 Konstruksi Gorden Kayu kelas II

Mandor 0.1200 Oh 60,000.00 7,200.00Kepala tukang 0.7200 Oh 55,000.00 39,600.00Tukang kayu 1.2000 Oh 50,000.00 60,000.00Pekerja 2.4000 Oh 45,000.00 108,000.00Balok 5/10 kayu kelas II 1.1000 M3 1,296,000.00 1,425.600.00Paku 3.0000 Kg 7,980,000.00 66,000.00

214,800.00 1,491,600.00 1,706,400.00SNI 6.29 1 M3 Kuda-kuda kayu kls II

Mandor 0.2000 Oh 60,000.00 12,000.00Kepala tukang 1.2000 Oh 55,000.00 66,000.00Tukang kayu 1.2000 Oh 50,000.00 60,000.00Pekerja 4.0000 Oh 45,000.00 180,000.00Balok 5/10 kayu kelas II 1.1000 M3 1,296.000.00 1,425,600.00Paku 0.8000 Kg 22,000.00 17,600.00Besi strip 6.0000 Kg 20,000.00 120,000.00

318,000.00 1,563,200.00 1,881,200.00SNI 6.35 1 M2 pasang kaso + reng untuk genteng metal

Mandor 0.0050 Oh 60,000.00 300.00Kepala tukang 0.0100 Oh 55,000.00 550.00Tukang kayu 0.0100 Oh 50,000.00 5,000.00Pekerja 0.1000 Oh 45,000.00 4,500.00Balok kayu 0.0100 M3 1,296,000.00 12,960.00Paku 0.1000 Kg 22,000.00 2,200.00

10,350.00 15,160.00 25,510.00


Rp

Upah

Rp

Bahan

Rp

Jumlah

Rp 1 2 3 4 5 6

SNI 6.43 1 M2 Pasang rangka langit-langit grid 30 x 60 cm Bahan kayu Kls II Mandor 0.0100 Oh 60,000.00 600.00Kepala tukang 0.0300 Oh 55,000.00 1,650.00Tukang kayu 0.3000 Oh 50,000.00 15,000.00Pekerja 0.2000 Oh 45,000.00 9,000.00Kayu kelas II 0.0200 M3 1,296,000.00 25,920.00Paku 0.1500 Kg 7,980,000.00 3,300.00

26,250.00 29,220.00 55,470.00SNI 6.53 1 M’ Listplank 2x (2/20) cm papan meranti

Mandor 0.2000 Oh 60,000.00 3,000.00Kepala tukang 1.2000 Oh 55,000.00 550.00Tukang kayu 1.2000 Oh 50,000.00 5,000.00Pekerja 4.0000 Oh 45,000.00 4,500.00Papan meranti 1.1000 M3 1,995.000.00 17,556.00Paku kayu 0.8000 Kg 22,000.00 1,320.00

13,050.00 18,876.00 31,926.001 M’ Listplank 2/10 cm 0.0022 13,050.00 5,709.00 18,759.00

SNI 6.53a 1 M’ Papan nok 2/20 kayu lanan Mandor 0.0050 Oh 60,000.00 3,000.00Kepala tukang 0.0100 Oh 55,000.00 550.00Tukang kayu 0.1000 Oh 50,000.00 5,000.00Pekerja 0.1000 Oh 45,000.00 4,500.00Papan Kayu Kls II 0.0044 M3 1,296,000.00 5,702.40Paku 0.0600 Kg 22,000.00 1,320.00

13,050.00 7,022.40 20,072.40


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Upah

Rp

Bahan

Rp

Jumlah

Rp 1 2 3 4 5 6

SNI 6.43 1 M2 Pasang rangka langit-langit grid 30 x 60 cm Bahan kayu Kls II Mandor 0.0100 Oh 60,000.00 600.00Kepala tukang 0.0300 Oh 55,000.00 1,650.00Tukang kayu 0.3000 Oh 50,000.00 15,000.00Pekerja 0.2000 Oh 45,000.00 8,000.00Kayu kelas II 0.0200 M3 1,296,000.00 25,920.00Paku 0.1500 Kg 22,000.00 3,300.00

22,250.00 29,220.00 54,470.00SNI 6.53 1 M’ Listplank 2x (2/20) cm papan Ulin

Mandor 0.0500 Oh 60,000.00 3,000.00Kepala tukang 0.0100 Oh 55,000.00 550.00Tukang kayu 0.1000 Oh 50,000.00 5,000.00Pekerja 0.1000 Oh 45,000.00 4,000.00Papan meranti 0.0088 M3 7,980,000.00 70,224.00Paku kayu 0.0600 Kg 22,000.00 1,320.00

12,550.00 71,544.00 84,094.001 M’ Listplank 2/10 cm 0.0022 12,550.00 18,876.00 31,426.00

SNI 6.53a 1 M’ Papan nok 2/20 kayu lanan Mandor 0.0050 Oh 60,000.00 3,000.00Kepala tukang 0.0100 Oh 55,000.00 550.00Tukang kayu 0.1000 Oh 50,000.00 5,000.00Pekerja 0.1000 Oh 45,000.00 4,000.00Papan Kayu Kls II 0.0044 M3 1,296,000.00 5,702.40Paku 0.0600 Kg 22,000.00 1,320.00

12,550.00 7,022.40 19,572.40


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Upah

Rp

Bahan

Rp

Jumlah

Rp 1 2 3 4 5 6

SNI 6.57 1 M2 Dinding Partisi Plywood Rangkap Bahan kayu Kls II Mandor 0.0100 Oh 60,000.00 600.00Kepala tukang kayu 0.0600 Oh 55,000.00 3,300.00Tukang kayu 0.6000 Oh 50,000.00 30,000.00Pekerja 0.2000 Oh 45,000.00 9,000.00Balok kayu kelas II 0.0195 M3 1,296,000.00 25,272.00Paku 0.1000 Kg 22,000.00 2,200.00Plywood 1.0000 Lbr 53,000.00 53,000.00

42,900.00 80,472.00 123,372.00SNI 6.60 1 M’ pasang list plafon kayu profil

Mandor 0.0010 Oh 60,000.00 60.00Kepala tukang kayu 0.0020 Oh 55,000.00 110.00Tukang kayu 0.0210 Oh 50,000.00 1,050.00Pekerja 0.0210 Oh 45,000.00 945.00Kayu profil 1.0500 M’ 2,750.00 2,887.50Paku 0.0050 Kg 22,000.00 110.00

2,165.00 2,997.50 5,162.50PEKERJA BETON

SNI 61 1 M3 Beton tumbuk 1 Pc : 3 Ps : 5 Kr Mandor 0.0800 Oh 60,000.00 4,800.00Kepala tukang 0.0250 Oh 55,000.00 1,375.00Tukang batu 0.2500 Oh 50,000.00 13,750.00Pekerja 1.6500 Oh 45,000.00 74,250.00Pasir beton 0.8700 M3 115,000.00 100.050.00Semen 50 Kg 0.2000 Zak 56,000.00 11,200.00

94,175.00 433,733.00 527,908.00


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Upah

Rp

Bahan

Rp

Jumlah

Rp 1 2 3 4 5 6

SNI 6.3 1 M3 Beton tumbuk 1 Pc : 4 Ps : 6 Mandor 0.0800 Oh 60,000.00 4,800.00Kepala tukang batu 0.0250 Oh 55,000.00 1,375.00Tukang batu 0.2500 Oh 50,000.00 13,750.00Pekerja 1.6500 Oh 45,000.00 74,250.00Kerikil/Koral 0.8700 M3 102,900.00 89,523.00Semen 50 Kg 3.4600 Zak 56,000.00 193,760.00Pasir beton 0.5700 Lbr 115,000.00 65,550.00

94,175.00 348,833.00 443,008.00SNI 6.4 1 M2 lantai kerja beton 1 Pc : 3 Ps : 5 Kr

Mandor 0.0060 Oh 60,000.00 360.00Kepala tukang batu 0.0020 Oh 55,000.00 110.00Tukang batu 0.0200 Oh 55,000.00 1,100.00Pekerja 1.1500 Oh 45,000.00 51,750.00Kerikil/Koral 0.0440 M3 102,900.00 4,527.60Semen 50 Kg 0.2000 Zak 56,000.00 11,200.00Pasir beton 0.0260 M3 115,000.00 2,990.00

53,320.00 18,717.60 72,037.60


Rp

Upah

Rp

Bahan

Rp

Jumlah

Rp 1 2 3 4 5 6

SNI 6.38 1 M3 Beton tumbuk 1 Pc : 4 Ps : 6 (150 kg besi + bekisting)Mandor 0.1650 Oh 60,000.00 9,900.00Kepala tukang 0.2450 Oh 55,000.00 13,475.00Tukang besi 1.0500 Oh 55,000.00 57,750.00Tukang kayu 1.0400 Oh 50,000.00 52,000.00Tukang batu 0.3500 Oh 55,000.00 19,250.00Pekerja 3.9000 Oh 45,000.00 175,500.00Kayu kelas III 0.2000 M3 1,408,550.00 281,710.00Paku 1.5000 Kg 22,000.00 33,000.00Besi beton 150.0000 Kg 9,900.00 1,485,000.00Kawat beton 2.2500 Kg 12,980.00 29,205.00Semen (50 Kg) 6.4600 Zak 56,000.00 362,760.00Pasir 0.5200 M3 115,000.00 59,800.00Koral 0.7800 M3 102,900.00 80,262.00

357,875.00 2,330,737.00 2,658,612.00


Rp

Upah

Rp

Bahan

Rp

Jumlah

Rp 1 2 3 4 5 6

SNI 6.39 1 M3 Beton tumbuk 1 Pc : 4 Ps : 6 (200 kg besi + bekisting) Mandor 0.1700 Oh 60,000.00 10,200.00Kepala tukang 0.3310 Oh 55,000.00 18,205.00Tukang besi 1.4000 Oh 55,000.00 77,000.00Tukang kayu 1.5600 Oh 50,000.00 78,000.00Tukang batu 0.3500 Oh 55,000.00 19,250.00Pekerja 4.8500 Oh 45,000.00 218,250.00Kayu kelas III 0.2700 M3 1,408,550.00 380,308.50Paku 2.0000 Kg 22,000.00 44,000.00Besi beton 200.000 Kg 9,900.00 1,980,000.00Kawat beton 3.0000 Kg 12,980.00 38,940.00Koral 0.7800 Kg 102,800.00 80,262.00Semen (50 Kg) 6.4600 Zak 56,000.00 361,760.00Pasir 0.5200 M3 115,000.00 59,800.00

420,905.00 3,366,630.50 3,787,535.50SNI 6.40 1 M3 Kolom beton tertulang

(200 kg besi + bekisting) Mandor 0.2500 Oh 60,000.00 15,000.00Kepala tukang 0.5700 Oh 55,000.00 31,350.00Tukang besi 2.1000 Oh 55,000.00 115,500.00Tukang kayu 3.3000 Oh 50,000.00 165,000.00Tukang batu 0.3500 Oh 55,000.00 19,250.00Pekerja 7.3000 Oh 45,000.00 328,500.00Kayu kelas III 0.4000 M3 1,408,550.00 563,420.00Paku 4.0000 Kg 22,000.00 88,000.00Besi beton 200.000 Kg 9,900.00 1,980,000Kawat beton 4.5000 Kg 12,980.00 58,410.00Semen (50 Kg) 6.4600 Zak 56,000.00 361,760.00Pasir 0.5200 M3 115,000.00 59,800.00Koral 0.7800 M3 102,900.00 80,262.00

674,600.00 3,191,652.00 3,866,252.00

Analisa Uraian Harga Upah Bahan Jumlah

Satuan Rp Rp Rp Rp

1 2 3 4 5 6SNI 6.41 1 M3 balok beton bertulang

(200 kg besi + bekisting) Mandor 0.2800 Oh 60,000.00 16,800.00Kepala tukang 0.4550 Oh 55,000.00 25,025.00Tukang besi 1.4000 Oh 55,000.00 77,000.00Tukang kayu 2.8000 Oh 50,000.00 140,000.00Tukang batu 0.3500 Oh 55,000.00 19,250.00Pekerja 5.9600 Oh 45,000.00 268,200.00Kayu kelas III 0.4600 M3 1,408,550.00 647,933.00Paku 3.2000 Kg 22,000.00 70,400.00Besi beton 200.000 Kg 9,900.00 1,980,000.00Kawat beton 3.0000 Kg 12,980.00 38,940.00Koral 0.7800 Kg 102,900.00 80,262.00Semen (50 Kg) 6.4600 Zak 56,000.00 361,760.00Pasir PlywoodKayu bulat ∅-8 cm

0.52002.8000

16.0000

M3LbrBtng

115,000.0053,000.0010,000.00

59,800.00148,400.00160,000.00

546,275.00 3,547,496.00 4,093,770.00


Rp

Upah

Rp

Bahan

Rp

Jumlah

Rp

1 2 3 4 5 6SNI 6.46 1 MI ring balok beton bertulang

Mandor 0.1700 Oh 60,000.00 10,200.00Kepala tukang 0.3310 Oh 55,000.00 18,205.00Tukang besi 1.4000 Oh 55,000.00 77,000.00Tukang kayu 1.5600 Oh 50,000.00 78,000.00Tukang batu 0.3500 Oh 55,000.00 19,250.00Pekerja 4.8500 Oh 45,000.00 268,250.00Kayu kelas papan III 0.2700 M3 1,408,550.00 380,308.50Paku 2.0000 Kg 22,000.00 44,000.00Besi beton 200.000 Kg 9,900.00 1,980,000.00Kawat beton 3.0000 Kg 12,980.00 38,940.00Koral 0.7800 Kg 102,900.00 80,262.00Semen (50 Kg) 6.4600 Zak 56,000.00 361,760.00Pasir PlywoodKayu bulat ∅-8 cm

0.52002.8000

16.0000

M3LbrBtng

115,000.0053,000.0010,000.00

59,800.00148,400.00160,000.00

420,905.00 3,262,209.00 3,683,114.00


Rp

Upah

Rp

Bahan

Rp

Jumlah

Rp 1 2 3 4 5 6

PEKERJAAN PENUTUP ATAP

SNI 6.32 1 M2 Penutup atap genteng metal

Mandor 0.0010 Oh 60,000.00 60.00Kepala tukang 0.0100 Oh 55,000.00 550.00Tukang kayu 0.1000 Oh 50,000.00 5,000.00Pekerja 0.2000 Oh 45,000.00 9,000.00Lbr genteng metal 1.2500 Lbr 30,000.00 37,500.00Paku genteng metal 0.0400 Kg 25,000.00 1,000.00

14,610.00 38,500.00 53,110.00SNI 6.33 1 M’ Penutup atap sirap

Mandor 0.0080 Oh 60,000.00 480.00Kepala tukang 0.0250 Oh 55,000.00 1,375.00Tukang kayu 0.2500 Oh 50,000.00 12,500.00Pekerja 0.1660 Oh 45,000.00 7,470.00SirapUlin 60.0000 M’ 64,000.00 3,840,000.50Paku sirap 0.2000 Kg 23,000.00 4,600.00

21,825.00 3,844,600.00 3,866,425.00

SNI 6.36 1 M’ nok atap genteng metalMandor 0.0130 Oh 60,000.00 780.00Kepala tukang 0.0150 Oh 55,000.00 825.00Tukang batu 0.1500 Oh 50,000.00 7,500.00Pekerja 0.1000 Oh 45,000.00 4,500.00Bubungan 1.1000 M3 20,000.00 22.000.00Paku anti karat 0.0500 Zak 25,000.00 1,250.00

13,605.00 23,250.00 36,855.00


Rp

Upah

Rp

Bahan

Rp

Jumlah

Rp

1 2 3 4 5 6

SNI 6.38 1 M2 Penutup atap seng gelombang

Mandor 0.0060 Oh 60,000.00 360.00Kepala tukang 0.0060 Oh 55,000.00 330.00Tukang kayu 0.0600 Oh 50,000.00 300.00Pekerja 0.1200 Oh 45,000.00 5,400.00Seng gelombang 0.7000 Lbr 56,375.00 39,462.50Paku anti karat 0.0200 Kg 25,000.00 500.00

6,390.00 39,962.50 46,352.50SNI 6.39 1 M’nok nok seng

Mandor 0.0060 Oh 60,000.00 360.00Kepala tukang 0.0080 Oh 55,000.00 440.00Tukang kayu 0.0700 Oh 50,000.00 3,500.00Pekerja 0.1500 Oh 45,000.00 6,750.00Seng plat 1.2000 Bh 30,900.00 37,080.00Paku anti karat 0.0400 Kg 25,000.00 1,000.00

4,300.00 44,830.00 49,130.00PEKERJAAN LANGIT-LANGIT

SNI 6.10 1 M2 langit-langit plywood (60x120)Mandor 0.0350 Oh 60,000.00 210.00Kepala tukang 0.0100 Oh 55,000.00 550.00Tukang batu 0.1000 Oh 50,000.00 5,000.00Pekerja 0.0700 Oh 45,000.00 2,800.00Plywood 1.3890 M3 53,000.00 73,617.00Paku 0.0300 Zak 36,000.00 1,080.00

8,560.00 74,697.00 83,257.00


Rp

Upah

Rp

Bahan

Rp

Jumlah

Rp

1 2 3 4 5 6SNI 6.11 Memasang 1 bh bak control 30x30 dalam 35 cm

Mandor 0.0160 Oh 60,000.00 960.00Kepala tukang 0.0015 Oh 55,000.00 82.50Tukang kayu 0.0150 Oh 55,000.00 55,825.00Pekerja 3.2000 Oh 40,000.00 128,000.00Batu bata 25.0000 Lbr 500.00 12,500.00Semen porlan 50 kgPasir pasang KerikilBesi beton

0.88000.13000.07001.6000

Kg M3M3Kg

56,000.00115,000.00102,900.00

9,900.00

49,280.0014,950.007,203.00

15,840.00

PEKERJAAN KUNCI DAN KACA

184,867.50 99,773.00 284,640.50

SNI 6.2 1 buah Pasang kunci tanamMandor 0.0050 Oh 60,000.00 300.00Kepala tukang 0.0100 Oh 55,000.00 440.00Tukang kayu 0.5000 Oh 50,000.00 25,000.00Pekerja 0.0100 Oh 45,000.00 400.00Kunci tanam biasa 1.0000 Bh 110,000.00 110,000.00

26,250.00 110,000.00 136,250.00

SNI 6.2a 1 buah pasang EkspaqnolatMandor 0.0050 Oh 60,000.00 300.00Kepala tukang 0.0100 Oh 55,000.00 550.00Tukang kayu 0.1000 Oh 50,000.00 25,000.00Pekerja 0.0100 Oh 40,000.00 400.00ekspaqnolat 1.0000 M3

31,000.00 31,000.00

SNI 6.5 1 bh pasang engsel pintuMandorKepala tukangTukang kayuPekerjaEngsel pintu

0.00080.01500.15000.01501.0000

OhOhOhOhBh

60,000.0055,000.0050,000.0040,000.0015,000.00

26,250.00 74,697.00 83,257.00

45.00825.00

7,500.00600.00

8,970.0015,000.0015,000.00 23,970.00

ANALISA HARGA SATUAN

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