No. | URAIAN | SATUAN | VOLUME | HARGA SATUAN | HARGA |
[Rp] | [Rp] | ||||
D-01 | 1 M3 Membuat Beton Tumbuk adk 1pc:3ps:5kr | ||||
Semen Portland | Kg | 218.0000 | 1,548.00 | 337,464.00 | |
Pasir Beton | M3 | 0.5200 | 255,400.00 | 132,808.00 | |
Batu Pecah Mesin 2/3 | M3 | 0.8700 | 218,268.00 | 189,893.16 | |
Pekerja | Oh | 1.6500 | 67,000.00 | 110,550.00 | |
Tukang Batu | Oh | 0.2500 | 70,000.00 | 17,500.00 | |
Kepala Tukang | Oh | 0.0250 | 80,000.00 | 2,000.00 | |
Mandor | Oh | 0.0800 | 85,000.00 | 6,800.00 | |
Jumlah | 797,015.16 | ||||
797,015.00 | |||||
D-02 | 1 M3 Membuat Beton Tumbuk adk 1pc:3ps:6kr | ||||
Semen Portland | Kg | 197.0000 | 1,548.00 | 304,956.00 | |
Pasir Beton | M3 | 0.4700 | 255,400.00 | 120,038.00 | |
Batu Pecah Mesin 2/3 | M3 | 0.9400 | 218,268.00 | 205,171.92 | |
Pekerja | Oh | 1.6500 | 67,000.00 | 110,550.00 | |
Tukang Batu | Oh | 0.2500 | 70,000.00 | 17,500.00 | |
Kepala Tukang | Oh | 0.0250 | 80,000.00 | 2,000.00 | |
Mandor | Oh | 0.0800 | 85,000.00 | 6,800.00 | |
Jumlah | 767,015.92 | ||||
767,016.00 | |||||
D-03 | 1 M3 Membuat Beton Tumbuk 1pc:2ps:3kr | ||||
Semen Portland | Kg | 336.0000 | 1,548.00 | 520,128.00 | |
Pasir Beton | M3 | 0.5400 | 255,400.00 | 137,916.00 | |
Batu Pecah Mesin 2/3 | M3 | 0.8100 | 218,268.00 | 176,797.08 | |
Pekerja | Oh | 2.0000 | 67,000.00 | 134,000.00 | |
Tukang Batu | Oh | 0.3500 | 70,000.00 | 24,500.00 | |
Kepala Tukang | Oh | 0.0350 | 80,000.00 | 2,800.00 | |
Mandor | Oh | 1.0000 | 85,000.00 | 85,000.00 | |
Jumlah | 1,081,141.08 | ||||
1,081,141.00 | |||||
D-04 | 1 M3 Membuat Beton Tumbuk adk 1pc:2ps:4kr | ||||
Semen Portland | Kg | 291.0000 | 1,548.00 | 450,468.00 | |
Pasir Beton | M3 | 0.4700 | 255,400.00 | 120,038.00 | |
Batu Pecah Mesin 2/3 | M3 | 0.9300 | 218,268.00 | 202,989.24 | |
Pekerja | Oh | 2.0000 | 67,000.00 | 134,000.00 | |
Tukang Batu | Oh | 0.3500 | 70,000.00 | 24,500.00 | |
Kepala Tukang | Oh | 0.0350 | 80,000.00 | 2,800.00 | |
Mandor | Oh | 1.0000 | 85,000.00 | 85,000.00 | |
Jumlah | 1,019,795.24 | ||||
1,019,795.00 | |||||
D-05 | 1 Kg Pembesian Dengan Besi Polos/ulir | ||||
Besi Beton [ Polos / Ulir ] | Kg | 1.0500 | 16,500.00 | 17,325.00 | |
Kawat Beton | Kg | 0.0150 | 30,500.00 | 457.50 | |
Pekerja | Oh | 0.0070 | 67,000.00 | 469.00 | |
Tukang Besi | Oh | 0.0070 | 70,000.00 | 490.00 | |
Kepala Tukang | Oh | 0.0007 | 80,000.00 | 56.00 | |
Mandor | Oh | 0.0003 | 85,000.00 | 25.50 | |
Jumlah | 18,823.00 | ||||
18,823.00 | |||||
D-06 | 1 M2 Pasang Bekesting Untuk Pondasi | ||||
Kayu papan terentang | M3 | 0.0400 | 2,950,000.00 | 118,000.00 | |
Paku Biasa 2″ – 5″ | Kg | 0.3000 | 24,000.00 | 7,200.00 | |
Pekerja | Oh | 0.3000 | 67,000.00 | 20,100.00 | |
Tukang Kayu | Oh | 0.2600 | 70,000.00 | 18,200.00 | |
Kepala Tukang | Oh | 0.0260 | 80,000.00 | 2,080.00 | |
Mandor | Oh | 0.0050 | 85,000.00 | 425.00 | |
Jumlah | 166,005.00 | ||||
166,005.00 | |||||
D-07 | 1 M2 Pasang Bekisting Untuk Sloof | ||||
Kayu papan terentang | M3 | 0.0450 | 2,950,000.00 | 132,750.00 | |
Paku Biasa 2″ – 5″ | Kg | 0.3000 | 24,000.00 | 7,200.00 | |
Pekerja | Oh | 0.3000 | 67,000.00 | 20,100.00 | |
Tukang Kayu | Oh | 0.2600 | 70,000.00 | 18,200.00 | |
Kepala Tukang | Oh | 0.0260 | 80,000.00 | 2,080.00 | |
Mandor | Oh | 0.0050 | 85,000.00 | 425.00 | |
Jumlah | 180,755.00 | ||||
180,755.00 | |||||
D-08 | |||||
Kayu papan terentang | M3 | 0.0400 | 2,950,000.00 | 118,000.00 | |
Paku Biasa 2″ – 5″ | Kg | 0.4000 | 24,000.00 | 9,600.00 | |
Kayu balok terentang | M3 | 0.0150 | 2,705,000.00 | 40,575.00 | |
MultiPlek 9 mm 120 x 240 | Lbr | 0.3500 | 215,000.00 | 75,250.00 | |
Dolken Ø-8-10/4m | Btg | 2.0000 | 30,800.00 | 61,600.00 | |
Pekerja | Oh | 0.3000 | 67,000.00 | 20,100.00 | |
Tukang Kayu | Oh | 0.3300 | 70,000.00 | 23,100.00 | |
Kepala Tukang | Oh | 0.0330 | 80,000.00 | 2,640.00 | |
Mandor | Oh | 0.0060 | 85,000.00 | 510.00 | |
Jumlah | 351,375.00 | ||||
351,375.00 | |||||
D-09 | 1 M2 Pasang Bekesting Untuk Balok | ||||
Kayu papan terentang | M3 | 0.0400 | 2,950,000.00 | 118,000.00 | |
Paku Biasa 2″ – 5″ | Kg | 0.4000 | 24,000.00 | 9,600.00 | |
Kayu balok terentang | M3 | 0.0180 | 2,705,000.00 | 48,690.00 | |
MultiPlek 9 mm 120 x 240 | Lbr | 0.3500 | 215,000.00 | 75,250.00 | |
Dolken Ø-8-10/4m | Btg | 2.0000 | 30,800.00 | 61,600.00 | |
Pekerja | Oh | 0.3000 | 67,000.00 | 20,100.00 | |
Tukang Kayu | Oh | 0.3300 | 70,000.00 | 23,100.00 | |
Kepala Tukang | Oh | 0.0330 | 80,000.00 | 2,640.00 | |
Mandor | Oh | 0.0060 | 85,000.00 | 510.00 | |
Jumlah | 359,490.00 | ||||
359,490.00 | |||||
D-10 | 1 M2 Pasang Bekesting Untuk Lantai | ||||
Kayu papan terentang | M3 | 0.0400 | 2,950,000.00 | 118,000.00 | |
Paku Biasa 2″ – 5″ | Kg | 0.4000 | 24,000.00 | 9,600.00 | |
Minyak Bekisting | Ltr | 0.2000 | 45,000.00 | 9,000.00 | |
Kayu balok terentang | M3 | 0.0150 | 2,705,000.00 | 40,575.00 | |
MultiPlek 9 mm 120 x 240 | Lbr | 0.3500 | 215,000.00 | 75,250.00 | |
Dolken Ø-8-10/4m | Btg | 6.0000 | 30,800.00 | 184,800.00 | |
Pekerja | Oh | 0.3000 | 67,000.00 | 20,100.00 | |
Tukang Kayu | Oh | 0.3300 | 70,000.00 | 23,100.00 | |
Kepala Tukang | Oh | 0.0330 | 80,000.00 | 2,640.00 | |
Mandor | Oh | 0.0060 | 85,000.00 | 510.00 | |
Jumlah | 483,575.00 | ||||
Kayu papan terentang | M3 | 0.0300 | 2,950,000.00 | 88,500.00 | |
Paku Biasa 2″ – 5″ | Kg | 0.4000 | 24,000.00 | 9,600.00 | |
Kayu balok terentang | M3 | 0.0150 | 2,705,000.00 | 40,575.00 | |
MultiPlek 9 mm 120 x 240 | Lbr | 0.3500 | 215,000.00 | 75,250.00 | |
Dolken Ø-8-10/4m | Btg | 2.0000 | 30,800.00 | 61,600.00 | |
Pekerja | Oh | 0.3200 | 67,000.00 | 21,440.00 | |
Tukang Kayu | Oh | 0.3300 | 70,000.00 | 23,100.00 | |
Kepala Tukang | Oh | 0.0330 | 80,000.00 | 2,640.00 | |
Mandor | Oh | 0.0060 | 85,000.00 | 510.00 | |
Jumlah | 323,215.00 | ||||
323,215.00 | |||||
D-12 | 1 M3 Membuat Beton Cor Mutu K-225 | ||||
Semen Portland | Kg | 388.0000 | 1,548.00 | 600,624.00 | |
Pasir Beton | m3 | 0.6500 | 255,400.00 | 166,010.00 | |
Batu Pecah Mesin 2/3 | M3 | 0.6500 | 218,268.00 | 141,874.20 | |
Air | ltr | 215.0000 | 3,500.00 | 752,500.00 | |
Pekerja | Oh | 6.0000 | 67,000.00 | 402,000.00 | |
Tukang Batu | Oh | 1.0000 | 70,000.00 | 70,000.00 | |
Kepala Tukang | Oh | 0.1000 | 80,000.00 | 8,000.00 | |
Mandor | Oh | 0.3000 | 85,000.00 | 25,500.00 | |
Jumlah | 2,166,508.20 | ||||
2,166,508.00 | |||||
D-13 | 1 M3 Membuat Beton Cor Mutu K-275 | ||||
Semen Portland | Kg | 400.0000 | 1,548.00 | 619,200.00 | |
Pasir Beton | M3 | 0.4000 | 255,400.00 | 102,160.00 | |
Koral Beton 2/3 | M3 | 0.8200 | 218,268.00 | 178,979.76 | |
Air | ltr | 215.0000 | 3,500.00 | 752,500.00 | |
Pekerja | Oh | 6.0000 | 67,000.00 | 402,000.00 | |
Tukang Batu | Oh | 1.0000 | 70,000.00 | 70,000.00 | |
Kepala Tukang | Oh | 0.1000 | 80,000.00 | 8,000.00 | |
Mandor | Oh | 0.3000 | 85,000.00 | 25,500.00 | |
Jumlah | 2,158,339.76 | ||||
2,158,340.00 | |||||
D-14 | 1 M3 Pondasi Beton Tulang [150 kg besi + bekisting] | ||||
Kayu papan terentang | M3 | 0.2000 | 2,950,000.00 | 590,000.00 | |
Paku Biasa 2″ – 5″ | Kg | 1.5000 | 24,000.00 | 36,000.00 | |
Besi beton | Kg | 150.0000 | 16,500.00 | 2,475,000.00 | |
Kawat Beton | Kg | 2.2500 | 30,500.00 | 68,625.00 | |
Semen Portland | Kg | 323.0000 | 1,548.00 | 500,004.00 | |
Pasir Beton | M3 | 0.5200 | 255,400.00 | 132,808.00 | |
Koral Beton 2/3 | M3 | 0.7800 | 218,268.00 | 170,249.04 | |
Pekerja | Oh | 3.9000 | 67,000.00 | 261,300.00 | |
Tukang Batu | Oh | 0.3500 | 70,000.00 | 24,500.00 | |
Tukang Kayu | Oh | 1.0400 | 70,000.00 | 72,800.00 | |
Tukang Besi | Oh | 1.0500 | 70,000.00 | 73,500.00 | |
Kepala Tukang | Oh | 0.2450 | 80,000.00 | 19,600.00 | |
Mandor | Oh | 0.1650 | 85,000.00 | 14,025.00 | |
Jumlah | 4,438,411.04 | ||||
4,438,411.00 | |||||
D-15 | 1 M3 Sloof Beton Tulang 15/20, [180 kg besi + bekisting] | ||||
Kayu papan terentang | M3 | 0.2700 | 2,950,000.00 | 796,500.00 | |
Paku biasa 2″ – 5″. | Kg | 2.0000 | 24,000.00 | 48,000.00 | |
Besi beton | Kg | 180.0000 | 16,500.00 | 2,970,000.00 | |
Kawat beton | Kg | 3.0000 | 30,500.00 | 91,500.00 | |
Semen portland | Kg | 323.0000 | 1,548.00 | 500,004.00 | |
Pasir beton | M3 | 0.5200 | 255,400.00 | 132,808.00 | |
Batu pecah mesin 2/3 | M3 | 0.7800 | 218,268.00 | 170,249.04 | |
Pekerja | Oh | 4.8500 | 67,000.00 | 324,950.00 | |
Tukang batu | Oh | 0.3500 | 70,000.00 | 24,500.00 | |
Tukang kayu | Oh | 1.5600 | 70,000.00 | 109,200.00 | |
Tukang besi | Oh | 1.4000 | 70,000.00 | 98,000.00 | |
Kepala tukang | Oh | 0.3310 | 80,000.00 | 26,480.00 | |
Mandor | Oh | 0.1700 | 85,000.00 | 14,450.00 | |
Jumlah | 5,306,641.04 | ||||
5,306,640.00 | |||||
D-15.Hr | 1 M3 Sloof Beton Tulang 15/18 [ 201 kg besi + bekisting ] 6 dia 10 – Dia 8 – 15 Cm. | ||||
Kayu papan terentang | M3 | 0.2700 | 2,950,000.00 | 796,500.00 | |
Paku biasa 2″ – 5″. | Kg | 2.0000 | 24,000.00 | 48,000.00 | |
Besi beton | Kg | 201.0000 | 16,500.00 | 3,316,500.00 | |
Kawat beton | Kg | 3.0000 | 30,500.00 | 91,500.00 | |
Semen portland | Kg | 323.0000 | 1,548.00 | 500,004.00 | |
Pasir beton | M3 | 0.5200 | 255,400.00 | 132,808.00 | |
Batu pecah mesin 2/3 | M3 | 0.7800 | 218,268.00 | 170,249.04 | |
Pekerja | Oh | 4.8500 | 67,000.00 | 324,950.00 | |
Tukang Batu | Oh | 0.3500 | 70,000.00 | 24,500.00 | |
Tukang Kayu | Oh | 1.5600 | 70,000.00 | 109,200.00 | |
Tukang Besi | Oh | 1.4000 | 70,000.00 | 98,000.00 | |
Kepala Tukang | Oh | 0.3310 | 80,000.00 | 26,480.00 | |
Mandor | Oh | 0.1700 | 85,000.00 | 14,450.00 | |
Jumlah | 5,653,141.04 | ||||
5,653,141.00 | |||||
D-15.Hr | 1 M3 Sloof Beton Tulang 15/20 [ 180 kg besi + bekisting ] 4 dia 13 – Dia 8 – 15 Cm. | ||||
Kayu papan terentang | M3 | 0.2700 | 2,950,000.00 | 796,500.00 | |
Paku biasa 2″ – 5″. | Kg | 2.0000 | 24,000.00 | 48,000.00 | |
Besi beton | Kg | 180.0000 | 16,500.00 | 2,970,000.00 | |
Kawat beton | Kg | 3.0000 | 30,500.00 | 91,500.00 | |
Semen portland | Kg | 323.0000 | 1,548.00 | 500,004.00 | |
Pasir beton | M3 | 0.5200 | 255,400.00 | 132,808.00 | |
Batu pecah mesin 2/3 | M3 | 0.7800 | 218,268.00 | 170,249.04 | |
Pekerja | Oh | 4.8500 | 67,000.00 | 324,950.00 | |
Tukang Batu | Oh | 0.3500 | 70,000.00 | 24,500.00 | |
Tukang Kayu | Oh | 1.5600 | 70,000.00 | 109,200.00 | |
Tukang Besi | Oh | 1.4000 | 70,000.00 | 98,000.00 | |
Kepala Tukang | Oh | 0.3310 | 80,000.00 | 26,480.00 | |
Mandor | Oh | 0.1700 | 85,000.00 | 14,450.00 | |
Jumlah | 5,306,641.04 | ||||
5,306,641.00 | |||||
1 M3 Sloof Beton Tulang 20/30 [ 176 kg besi + bekisting ]5dia 16 – Dia 8 – 15 Cm. | |||||
Kayu papan terentang | M3 | 0.2700 | 2,950,000.00 | 796,500.00 | |
Paku biasa 2″ – 5″. | Kg | 2.0000 | 24,000.00 | 48,000.00 | |
Besi beton | Kg | 176.0000 | 16,500.00 | 2,904,000.00 | |
Kawat beton | Kg | 3.0000 | 30,500.00 | 91,500.00 | |
Semen portland | Kg | 323.0000 | 1,548.00 | 500,004.00 | |
Pasir beton | M3 | 0.5200 | 255,400.00 | 132,808.00 | |
Batu pecah mesin 2/3 | M3 | 0.7800 | 218,268.00 | 170,249.04 | |
Pekerja | Oh | 4.8500 | 67,000.00 | 324,950.00 | |
Tukang Batu | Oh | 0.3500 | 70,000.00 | 24,500.00 | |
Tukang Kayu | Oh | 1.5600 | 70,000.00 | 109,200.00 | |
Tukang Besi | Oh | 1.4000 | 70,000.00 | 98,000.00 | |
Kepala Tukang | Oh | 0.3310 | 80,000.00 | 26,480.00 | |
Mandor | Oh | 0.1700 | 85,000.00 | 14,450.00 | |
Jumlah | 5,240,641.04 | ||||
5,240,641.00 | |||||
D-16.Hr | 1 M3 Kolom Beton Tulang,15/18 [ 201 kg besi + bekisting ] 6 Dia 10 – Dia 8 – 15 Cm. | ||||
Kayu papan terentang | M3 | 0.4000 | 2,950,000.00 | 1,180,000.00 | |
Paku biasa 2″ – 5″. | Kg | 4.0000 | 24,000.00 | 96,000.00 | |
Besi beton | Kg | 172.0000 | 16,500.00 | 2,838,000.00 | |
Kawat beton | Kg | 1.8000 | 30,500.00 | 54,900.00 | |
Semen portland | Kg | 323.0000 | 1,548.00 | 500,004.00 | |
Pasir beton | M3 | 0.5200 | 255,400.00 | 132,808.00 | |
Batu pecah mesin 2/3 | M3 | 0.7800 | 218,268.00 | 170,249.04 | |
Kayu Balok Terentang | M3 | 0.1500 | 2,705,000.00 | 405,750.00 | |
MultiPlek 9 mm 120 x 240 | Lbr | 3.5000 | – | ||
Dolken Ø-8-10/4m | Btg | 20.0000 | – | ||
Pekerja | Oh | 7.3000 | 67,000.00 | 489,100.00 | |
Tukang batu | Oh | 0.3500 | 70,000.00 | 24,500.00 | |
Tukang kayu | Oh | 3.3000 | 70,000.00 | 231,000.00 | |
Tukang besi | Oh | 2.1000 | 70,000.00 | 147,000.00 | |
Kepala tukang | Oh | 0.5700 | 80,000.00 | 45,600.00 | |
Mandor | Oh | 0.2500 | 85,000.00 | 21,250.00 | |
Jumlah | 6,336,161.04 | ||||
6,336,161.00 | |||||
D-16 | 1 M3 Kolom Beton Tulang,20/20 [140 kg besi + bekisting] 4 Dia 12 + Dia 8 – 15 Cm | ||||
Kayu papan terentang | M3 | 0.4000 | 2,950,000.00 | 1,180,000.00 | |
Paku biasa 2″ – 5″. | Kg | 4.0000 | 24,000.00 | 96,000.00 | |
Besi beton | Kg | 140.0000 | 16,500.00 | 2,310,000.00 | |
Kawat beton | Kg | 1.8000 | 30,500.00 | 54,900.00 | |
Semen portland | Kg | 323.0000 | 1,548.00 | 500,004.00 | |
Pasir beton | M3 | 0.5200 | 255,400.00 | 132,808.00 | |
Batu pecah mesin 2/3 | M3 | 0.7800 | 218,268.00 | 170,249.04 | |
Kayu Balok Terentang | M3 | 0.1500 | 2,705,000.00 | 405,750.00 | |
MultiPlek 9 mm 120 x 240 | Lbr | 3.5000 | – | – | |
Dolken Ø-8-10/4m | Btg | 20.0000 | – | – | |
Pekerja | Oh | 7.3000 | 67,000.00 | 489,100.00 | |
Tukang batu | Oh | 0.3500 | 70,000.00 | 24,500.00 | |
Tukang kayu | Oh | 3.3000 | 70,000.00 | 231,000.00 | |
Tukang besi | Oh | 2.1000 | 70,000.00 | 147,000.00 | |
Kepala tukang | Oh | 0.5700 | 80,000.00 | 45,600.00 | |
Mandor | Oh | 0.2500 | 85,000.00 | 21,250.00 | |
Jumlah | 5,808,161.04 | ||||
5,808,161.00 | |||||
D-16 | 1 M3 Kolom Beton Tulang,20/20 [210 kg besi + bekisting] 4 Dia 16 + Dia 8 – 15 Cm | ||||
Kayu papan terentang | M3 | 0.4000 | 2,950,000.00 | 1,180,000.00 | |
Paku biasa 2″ – 5″. | Kg | 4.0000 | 24,000.00 | 96,000.00 | |
Besi beton | Kg | 210.0000 | 16,500.00 | 3,465,000.00 | |
Kawat beton | Kg | 1.8000 | 30,500.00 | 54,900.00 | |
Semen portland | Kg | 323.0000 | 1,548.00 | 500,004.00 | |
Pasir beton | M3 | 0.5200 | 255,400.00 | 132,808.00 | |
Batu pecah mesin 2/3 | M3 | 0.7800 | 218,268.00 | 170,249.04 | |
Kayu Balok Terentang | M3 | 0.1500 | 2,705,000.00 | 405,750.00 | |
MultiPlek 9 mm 120 x 240 | Lbr | 3.5000 | – | – | |
Dolken Ø-8-10/4m | Btg | 20.0000 | – | – | |
Pekerja | Oh | 7.3000 | 67,000.00 | 489,100.00 | |
Tukang batu | Oh | 0.3500 | 70,000.00 | 24,500.00 | |
Tukang kayu | Oh | 3.3000 | 70,000.00 | 231,000.00 | |
Tukang besi | Oh | 2.1000 | 70,000.00 | 147,000.00 | |
Kepala tukang | Oh | 0.5700 | 80,000.00 | 45,600.00 | |
Mandor | Oh | 0.2500 | 85,000.00 | 21,250.00 | |
Jumlah | 6,963,161.04 | ||||
6,963,161.00 | |||||
D-16 | 1 M3 Kolom Beton Tulang,20/30 [118 kg besi + bekisting]6 Dia 12 + Dia 8 – 15 Cm | ||||
Kayu papan terentang | M3 | 0.4000 | 2,950,000.00 | 1,180,000.00 | |
Paku biasa 2″ – 5″. | Kg | 4.0000 | 24,000.00 | 96,000.00 | |
Besi beton | Kg | 118.0000 | 16,500.00 | 1,947,000.00 | |
Kawat beton | Kg | 1.8000 | 30,500.00 | 54,900.00 | |
Semen portland | Kg | 323.0000 | 1,548.00 | 500,004.00 | |
Pasir beton | M3 | 0.5200 | 255,400.00 | 132,808.00 | |
Batu pecah mesin 2/3 | M3 | 0.7800 | 218,268.00 | 170,249.04 | |
Kayu Balok Terentang | M3 | 0.1500 | 2,705,000.00 | 405,750.00 | |
MultiPlek 9 mm 120 x 240 | Lbr | 3.5000 | – | – | |
Dolken Ø-8-10/4m | Btg | 20.0000 | – | – | |
Pekerja | Oh | 7.3000 | 67,000.00 | 489,100.00 | |
Tukang batu | Oh | 0.3500 | 70,000.00 | 24,500.00 | |
Tukang kayu | Oh | 3.3000 | 70,000.00 | 231,000.00 | |
Tukang besi | Oh | 2.1000 | 70,000.00 | 147,000.00 | |
Kepala tukang | Oh | 0.5700 | 80,000.00 | 45,600.00 | |
Mandor | Oh | 0.2500 | 85,000.00 | 21,250.00 | |
Jumlah | 5,445,161.04 | ||||
5,445,161.00 | |||||
D-17.Hr | 1 M3 Kolom Beton Tulang,15/18 [ 201 kg besi + bekisting ] 6 Dia 10 – Dia 8 – 15 Cm. | ||||
Kayu papan terentang | M3 | 0.4000 | 2,950,000.00 | 1,180,000.00 | |
Paku biasa 2″ – 5″. | Kg | 4.0000 | 24,000.00 | 96,000.00 | |
Besi beton | Kg | 201.0000 | 16,500.00 | 3,316,500.00 | |
Kawat beton | Kg | 2.4000 | 30,500.00 | 73,200.00 | |
Semen portland | Kg | 323.0000 | 1,548.00 | 500,004.00 | |
Pasir beton | M3 | 0.5200 | 255,400.00 | 132,808.00 | |
Batu pecah mesin 2/3 | M3 | 0.7800 | 218,268.00 | 170,249.04 | |
Kayu Balok Terentang | M3 | 0.1500 | 2,705,000.00 | 405,750.00 | |
MultiPlek 9 mm 120 x 240 | Lbr | 3.5000 | – | – | |
Dolken Ø-8-10/4m | Btg | 20.0000 | – | – | |
Pekerja | Oh | 7.3000 | 67,000.00 | 489,100.00 | |
Tukang batu | Oh | 0.3500 | 70,000.00 | 24,500.00 | |
Tukang kayu | Oh | 3.3000 | 70,000.00 | 231,000.00 | |
Tukang besi | Oh | 2.1000 | 70,000.00 | 147,000.00 | |
Kepala tukang | Oh | 0.5700 | 80,000.00 | 45,600.00 | |
Mandor | Oh | 0.2500 | 85,000.00 | 21,250.00 | |
Jumlah | 6,832,961.04 | ||||
6,832,961.00 | |||||
D-17.Hr | 1 M3 Kolom Beton Tulang,13/18[ 220 kg besi + bekisting ] 6 Dia 10 – Dia 8 – 15 Cm. | ||||
Kayu papan terentang | M3 | 0.4000 | 2,950,000.00 | 1,180,000.00 | |
Paku biasa 2″ – 5″. | Kg | 4.0000 | 24,000.00 | 96,000.00 | |
Besi beton | Kg | 220.0000 | 16,500.00 | 3,630,000.00 | |
Kawat beton | Kg | 2.4000 | 30,500.00 | 73,200.00 | |
Semen portland | Kg | 323.0000 | 1,548.00 | 500,004.00 | |
Pasir beton | M3 | 0.5200 | 255,400.00 | 132,808.00 | |
Batu pecah mesin 2/3 | M3 | 0.7800 | 218,268.00 | 170,249.04 | |
Kayu Balok Terentang | M3 | 0.1500 | 2,705,000.00 | 405,750.00 | |
MultiPlek 9 mm 120 x 240 | Lbr | 3.5000 | – | – | |
Dolken Ø-8-10/4m | Btg | 20.0000 | – | – | |
Pekerja | Oh | 7.3000 | 67,000.00 | 489,100.00 | |
Tukang batu | Oh | 0.3500 | 70,000.00 | 24,500.00 | |
Tukang kayu | Oh | 3.3000 | 70,000.00 | 231,000.00 | |
Tukang besi | Oh | 2.1000 | 70,000.00 | 147,000.00 | |
Kepala tukang | Oh | 0.5700 | 80,000.00 | 45,600.00 | |
Mandor | Oh | 0.2500 | 85,000.00 | 21,250.00 | |
Jumlah | 7,146,461.04 | ||||
7,146,461.00 | |||||
D-17. | 1 M3 Kolom Beton Tulang,15/20 [180 kg besi + bekisting] | ||||
Kayu papan terentang | M3 | 0.4000 | 2,950,000.00 | 1,180,000.00 | |
Paku biasa 2″ – 5″. | Kg | 4.0000 | 24,000.00 | 96,000.00 | |
Besi beton | Kg | 180.0000 | 16,500.00 | 2,970,000.00 | |
Kawat beton | Kg | 3.0000 | 30,500.00 | 91,500.00 | |
Semen portland | Kg | 323.0000 | 1,548.00 | 500,004.00 | |
Pasir beton | M3 | 0.5200 | 255,400.00 | 132,808.00 | |
Batu pecah mesin 2/3 | M3 | 0.7800 | 218,268.00 | 170,249.04 | |
Kayu Balok Terentang | M3 | 0.1500 | 2,705,000.00 | 405,750.00 | |
MultiPlek 9 mm 120 x 240 | Lbr | 3.5000 | – | – | |
Dolken Ø-8-10/4m | Btg | 20.0000 | – | – | |
Pekerja | Oh | 7.3000 | 67,000.00 | 489,100.00 | |
Tukang batu | Oh | 0.3500 | 70,000.00 | 24,500.00 | |
Tukang kayu | Oh | 3.3000 | 70,000.00 | 231,000.00 | |
Tukang besi | Oh | 2.1000 | 70,000.00 | 147,000.00 | |
Kepala tukang | Oh | 0.5700 | 80,000.00 | 45,600.00 | |
Mandor | Oh | 0.2500 | 85,000.00 | 21,250.00 | |
Jumlah | 6,504,761.04 | ||||
6,504,760.00 | |||||
D-17. | 1 M3 Kolom Beton Tulang,30/30 [176kg besi + bekisting] | ||||
Kayu papan terentang | M3 | 0.4000 | 2,950,000.00 | 1,180,000.00 | |
Paku biasa 2″ – 5″. | Kg | 4.0000 | 24,000.00 | 96,000.00 | |
Besi beton | Kg | 176.0000 | 16,500.00 | 2,904,000.00 | |
Kawat beton | Kg | 3.0000 | 30,500.00 | 91,500.00 | |
Semen portland | Kg | 323.0000 | 1,548.00 | 500,004.00 | |
Pasir beton | M3 | 0.5200 | 255,400.00 | 132,808.00 | |
Batu pecah mesin 2/3 | M3 | 0.7800 | 218,268.00 | 170,249.04 | |
Kayu Balok Terentang | M3 | 0.1500 | 2,705,000.00 | 405,750.00 | |
MultiPlek 9 mm 120 x 240 | Lbr | 3.5000 | 166,500.00 | 582,750.00 | |
Dolken Ø-8-10/4m | Btg | 20.0000 | – | – | |
Pekerja | Oh | 7.3000 | 67,000.00 | 489,100.00 | |
Tukang batu | Oh | 0.3500 | 70,000.00 | 24,500.00 | |
Tukang kayu | Oh | 3.3000 | 70,000.00 | 231,000.00 | |
Tukang besi | Oh | 2.1000 | 70,000.00 | 147,000.00 | |
Kepala tukang | Oh | 0.5700 | 80,000.00 | 45,600.00 | |
Mandor | Oh | 0.2500 | 85,000.00 | 21,250.00 | |
Jumlah | 7,021,511.04 | ||||
7,021,510.00 | |||||
D-17. | 1 M3 Kolom Beton Tulang,25/25 [176kg besi + bekisting] | ||||
Kayu papan terentang | M3 | 0.4000 | 2,950,000.00 | 1,180,000.00 | |
Paku biasa 2″ – 5″. | Kg | 4.0000 | 24,000.00 | 96,000.00 | |
Besi beton | Kg | 128.0000 | 16,500.00 | 2,112,000.00 | |
Kawat beton | Kg | 3.0000 | 30,500.00 | 91,500.00 | |
Semen portland | Kg | 323.0000 | 1,548.00 | 500,004.00 | |
Pasir beton | M3 | 0.5200 | 255,400.00 | 132,808.00 | |
Batu pecah mesin 2/3 | M3 | 0.7800 | 218,268.00 | 170,249.04 | |
Kayu Balok Terentang | M3 | 0.1500 | 2,705,000.00 | 405,750.00 | |
MultiPlek 9 mm 120 x 240 | Lbr | 3.5000 | 166,500.00 | 582,750.00 | |
Dolken Ø-8-10/4m | Btg | 20.0000 | – | – | |
Pekerja | Oh | 7.3000 | 67,000.00 | 489,100.00 | |
Tukang batu | Oh | 0.3500 | 70,000.00 | 24,500.00 | |
Tukang kayu | Oh | 3.3000 | 70,000.00 | 231,000.00 | |
Tukang besi | Oh | 2.1000 | 70,000.00 | 147,000.00 | |
Kepala tukang | Oh | 0.5700 | 80,000.00 | 45,600.00 | |
Mandor | Oh | 0.2500 | 85,000.00 | 21,250.00 | |
Jumlah | 6,229,511.04 | ||||
6,229,510.00 | |||||
D-18 | 1 M3 Kolom Beton Tulang Praktis 12/12 [ 237 kg besi + bekisting ] | ||||
Kayu papan terentang | M3 | 0.0400 | 2,950,000.00 | 118,000.00 | |
Paku biasa 2″ – 5″. | Kg | 0.4000 | 24,000.00 | 9,600.00 | |
Besi beton | Kg | 237.0000 | 16,500.00 | 3,910,500.00 | |
Kawat beton | Kg | 3.5000 | 30,500.00 | 106,750.00 | |
Semen portland | Kg | 323.0000 | 1,548.00 | 500,004.00 | |
Pasir beton | M3 | 0.5200 | 255,400.00 | 132,808.00 | |
Batu pecah mesin 2/3 | M3 | 0.7800 | 218,268.00 | 170,249.04 | |
Kayu Balok Terentang | M3 | 0.1500 | 2,705,000.00 | 405,750.00 | |
MultiPlek 9 mm 120 x 240 | Lbr | 3.5000 | |||
Dolken Ø-8-10/4m | Btg | 20.0000 | – | ||
Pekerja | Oh | 7.3000 | 67,000.00 | 489,100.00 | |
Tukang batu | Oh | 0.3500 | 70,000.00 | 24,500.00 | |
Tukang kayu | Oh | 3.3000 | 70,000.00 | 231,000.00 | |
Tukang besi | Oh | 2.1000 | 70,000.00 | 147,000.00 | |
Kepala tukang | Oh | 0.5700 | 80,000.00 | 45,600.00 | |
Mandor | Oh | 0.2500 | 85,000.00 | 21,250.00 | |
Jumlah | 6,312,111.04 | ||||
6,312,110.00 | |||||
D-19 | 1 M3 Balok Beton Tulang 15/20,sopi-sopi,ring balk+balok portal [ 180 kg besi + bekisting ] | ||||
Kayu papan terentang | M3 | 0.3200 | 2,950,000.00 | 944,000.00 | |
Paku biasa 2″ – 5″. | Kg | 3.2000 | 24,000.00 | 76,800.00 | |
Besi beton | Kg | 180.0000 | 16,500.00 | 2,970,000.00 | |
Kawat beton | Kg | 3.0000 | 30,500.00 | 91,500.00 | |
Semen portland | Kg | 323.0000 | 1,548.00 | 500,004.00 | |
Pasir beton | M3 | 0.5200 | 255,400.00 | 132,808.00 | |
Batu pecah mesin 2/3 | M3 | 0.7800 | 218,268.00 | 170,249.04 | |
Kayu balok terentang | M3 | 0.1800 | 2,705,000.00 | 486,900.00 | |
MultiPlek 9 mm 120 x 240 | Lbr | 3.5000 | – | – | |
Dolken Ø-8-10/4m | Btg | 20.0000 | – | – | |
Pekerja | Oh | 7.3000 | 67,000.00 | 489,100.00 | |
Tukang batu | Oh | 0.3500 | 70,000.00 | 24,500.00 | |
Tukang kayu | Oh | 3.3000 | 70,000.00 | 231,000.00 | |
Tukang besi | Oh | 2.1000 | 70,000.00 | 147,000.00 | |
Kepala tukang | Oh | 0.5700 | 80,000.00 | 45,600.00 | |
Mandor | Oh | 0.2500 | 85,000.00 | 21,250.00 | |
Jumlah | 6,330,711.04 | ||||
6,330,710.00 | |||||
D-19 | 1 M3 Balok Beton Tulang 15/20,sopi-sopi,ring balk+balok portal [ 180 kg besi + bekisting ] | ||||
Kayu papan terentang | M3 | 0.3200 | 2,950,000.00 | 944,000.00 | |
Paku biasa 2″ – 5″. | Kg | 3.2000 | 24,000.00 | 76,800.00 | |
Besi beton | Kg | 130.0000 | 16,500.00 | 2,145,000.00 | |
Kawat beton | Kg | 3.0000 | 30,500.00 | 91,500.00 | |
Semen portland | Kg | 323.0000 | 1,548.00 | 500,004.00 | |
Pasir beton | M3 | 0.5200 | 255,400.00 | 132,808.00 | |
Batu pecah mesin 2/3 | M3 | 0.7800 | 218,268.00 | 170,249.04 | |
Kayu balok terentang | M3 | 0.1800 | 2,705,000.00 | 486,900.00 | |
MultiPlek 9 mm 120 x 240 | Lbr | 3.5000 | 166,500.00 | 582,750.00 | |
Dolken Ø-8-10/4m | Btg | 20.0000 | 24,900.00 | 498,000.00 | |
Pekerja | Oh | 7.3000 | 67,000.00 | 489,100.00 | |
Tukang batu | Oh | 0.3500 | 70,000.00 | 24,500.00 | |
Tukang kayu | Oh | 3.3000 | 70,000.00 | 231,000.00 | |
Tukang besi | Oh | 2.1000 | 70,000.00 | 147,000.00 | |
Kepala tukang | Oh | 0.5700 | 80,000.00 | 45,600.00 | |
Mandor | Oh | 0.2500 | 85,000.00 | 21,250.00 | |
Jumlah | 6,586,461.04 | ||||
6,586,460.00 | |||||
D-19 | 1 M3 Balok Beton Tulang 30/60, [ 130 kg besi + bekisting ] | ||||
Kayu papan terentang | M3 | 0.3200 | 2,950,000.00 | 944,000.00 | |
Paku biasa 2″ – 5″. | Kg | 3.2000 | 24,000.00 | 76,800.00 | |
Besi beton | Kg | 176.0000 | 16,500.00 | 2,904,000.00 | |
Kawat beton | Kg | 3.0000 | 30,500.00 | 91,500.00 | |
Semen portland | Kg | 323.0000 | 1,548.00 | 500,004.00 | |
Pasir beton | M3 | 0.5200 | 255,400.00 | 132,808.00 | |
Batu pecah mesin 2/3 | M3 | 0.7800 | 218,268.00 | 170,249.04 | |
Kayu balok terentang | M3 | 0.1800 | 2,705,000.00 | 486,900.00 | |
MultiPlek 9 mm 120 x 240 | Lbr | 3.5000 | 166,500.00 | 582,750.00 | |
Dolken Ø-8-10/4m | Btg | 20.0000 | 24,900.00 | 498,000.00 | |
Pekerja | Oh | 7.3000 | 67,000.00 | 489,100.00 | |
Tukang batu | Oh | 0.3500 | 70,000.00 | 24,500.00 | |
Tukang kayu | Oh | 3.3000 | 70,000.00 | 231,000.00 | |
Tukang besi | Oh | 2.1000 | 70,000.00 | 147,000.00 | |
Kepala tukang | Oh | 0.5700 | 80,000.00 | 45,600.00 | |
Mandor | Oh | 0.2500 | 85,000.00 | 21,250.00 | |
Jumlah | 7,345,461.04 | ||||
D-19 | 1 M3 Balok Beton Tulang 13/18,sopi-sopi,ring balk+balok portal [ 220 kg besi + bekisting ] | ||||
Kayu papan terentang | M3 | 0.3200 | 2,950,000.00 | 944,000.00 | |
Paku biasa 2″ – 5″. | Kg | 3.2000 | 24,000.00 | 76,800.00 | |
Besi beton | Kg | 220.0000 | 16,500.00 | 3,630,000.00 | |
Kawat beton | Kg | 3.0000 | 30,500.00 | 91,500.00 | |
Semen portland | Kg | 323.0000 | 1,548.00 | 500,004.00 | |
Pasir beton | M3 | 0.5200 | 255,400.00 | 132,808.00 | |
Batu pecah mesin 2/3 | M3 | 0.7800 | 218,268.00 | 170,249.04 | |
Kayu balok terentang | M3 | 0.1800 | 2,705,000.00 | 486,900.00 | |
MultiPlek 9 mm 120 x 240 | Lbr | 3.5000 | – | – | |
Dolken Ø-8-10/4m | Btg | 20.0000 | – | – | |
Pekerja | Oh | 7.3000 | 67,000.00 | 489,100.00 | |
Tukang batu | Oh | 0.3500 | 70,000.00 | 24,500.00 | |
Tukang kayu | Oh | 3.3000 | 70,000.00 | 231,000.00 | |
Tukang besi | Oh | 2.1000 | 70,000.00 | 147,000.00 | |
Kepala tukang | Oh | 0.5700 | 80,000.00 | 45,600.00 | |
Mandor | Oh | 0.2500 | 85,000.00 | 21,250.00 | |
Jumlah | 6,990,711.04 | ||||
6,990,710.00 | |||||
D-19.A | 1 M3 Balok BetonLintel 11/11 [ 275 kg besi + bekisting ] 4 Dia 10 + Dia 8 – 15 Cm | ||||
Kayu papan terentang | M3 | 0.4000 | 2,950,000.00 | 1,180,000.00 | |
Paku biasa 2″ – 5″. | Kg | 4.0000 | 24,000.00 | 96,000.00 | |
Besi beton | Kg | 275.0000 | 16,500.00 | 4,537,500.00 | |
Kawat beton | Kg | 4.0000 | 30,500.00 | 122,000.00 | |
Semen portland | Kg | 323.0000 | 1,548.00 | 500,004.00 | |
Pasir beton | M3 | 0.5200 | 255,400.00 | 132,808.00 | |
Batu pecah mesin 2/3 | M3 | 0.7800 | 218,268.00 | 170,249.04 | |
Kayu balok terentang | M3 | 0.1800 | 2,705,000.00 | 486,900.00 | |
MultiPlek 9 mm 120 x 240 | Lbr | 3.5000 | – | ||
Dolken Ø-8-10/4m | Btg | 20.0000 | – | – | |
Pekerja | Oh | 7.3000 | 67,000.00 | 489,100.00 | |
Tukang batu | Oh | 0.3500 | 70,000.00 | 24,500.00 | |
Tukang kayu | Oh | 3.3000 | 70,000.00 | 231,000.00 | |
Tukang besi | Oh | 2.1000 | 70,000.00 | 147,000.00 | |
Kepala tukang | Oh | 0.5700 | 80,000.00 | 45,600.00 | |
Mandor | Oh | 0.2500 | 85,000.00 | 21,250.00 | |
Jumlah | 8,183,911.04 | ||||
8,183,911.00 | |||||
D-20 | 1 M3 Tangga Beton Tulang [200 kg besi + bekisting] | ||||
Kayu papan terentang | M3 | 0.2500 | 2,950,000.00 | 737,500.00 | |
Paku Biasa 2″ – 5″ | Kg | 3.0000 | 24,000.00 | 72,000.00 | |
Besi beton | Kg | 200.0000 | 16,500.00 | 3,300,000.00 | |
Kawat Beton | Kg | 3.0000 | 30,500.00 | 91,500.00 | |
Semen Portland | Kg | 323.0000 | 1,548.00 | 500,004.00 | |
Pasir Beton | M3 | 0.5200 | 255,400.00 | 132,808.00 | |
Batu Pecah Mesin 2/3 | M3 | 0.7800 | 218,268.00 | 170,249.04 | |
Kayu Balok Terentang | M3 | 0.1050 | 2,705,000.00 | 284,025.00 | |
MultiPlek 9 mm 120 x 240 | Lbr | 2.5000 | – | – | |
Dolken Ø-8-10/4m | Btg | 14.0000 | – | – | |
Pekerja | Oh | 5.6000 | 67,000.00 | 375,200.00 | |
Tukang batu | Oh | 0.3500 | 70,000.00 | 24,500.00 | |
Tukang kayu | Oh | 2.3000 | 70,000.00 | 161,000.00 | |
Tukang besi | Oh | 2.1000 | 70,000.00 | 147,000.00 | |
Kepala tukang | Oh | 0.4050 | 80,000.00 | 32,400.00 | |
Mandor | Oh | 0.2020 | 85,000.00 | 17,170.00 | |
Jumlah | 6,045,356.04 | ||||
6,045,356.00 | |||||
D-20 | 1 M3 Lisplank Beton Tulang [50 kg besi + bekisting] | ||||
Kayu papan terentang | M3 | 0.2500 | 2,950,000.00 | 737,500.00 | |
Paku Biasa 2″ – 5″ | Kg | 3.0000 | 24,000.00 | 72,000.00 | |
Besi beton | Kg | 50.0000 | 16,500.00 | 825,000.00 | |
Kawat Beton | Kg | 3.0000 | 30,500.00 | 91,500.00 | |
Semen Portland | Kg | 323.0000 | 1,548.00 | 500,004.00 | |
Pasir Beton | M3 | 0.5200 | 255,400.00 | 132,808.00 | |
Batu Pecah Mesin 2/3 | M3 | 0.7800 | 218,268.00 | 170,249.04 | |
Kayu Balok Terentang | M3 | 0.1050 | 2,705,000.00 | 284,025.00 | |
MultiPlek 9 mm 120 x 240 | Lbr | 2.5000 | – | ||
Dolken Ø-8-10/4m | Btg | 14.0000 | 24,900.00 | 348,600.00 | |
Pekerja | Oh | 5.6000 | 67,000.00 | 375,200.00 | |
Tukang batu | Oh | 0.3500 | 70,000.00 | 24,500.00 | |
Tukang kayu | Oh | 2.3000 | 70,000.00 | 161,000.00 | |
Tukang besi | Oh | 2.1000 | 70,000.00 | 147,000.00 | |
Kepala tukang | Oh | 0.4050 | 80,000.00 | 32,400.00 | |
Mandor | Oh | 0.2020 | 85,000.00 | 17,170.00 | |
Jumlah | 3,918,956.04 | ||||
3,918,956.00 | |||||
D-21 | 1 M3 Pelat Lantai Beton Tulang T= 10 cm [90 kg besi + bekisting] | ||||
Beton tulang ad. 1Pc : 2Ps : 3Kr | M3 | 1.0000 | 1,019,795.24 | 1,019,795.24 | |
Pasang Bekisting untuk lantai | M2 | 10.0000 | 483,575.00 | 4,835,750.00 | |
Besi Beton Polos | Kg | 90.0000 | 18,823.00 | 1,694,070.00 | |
Jumlah | 7,549,615.24 | ||||
7,549,615.00 | |||||
D-22 | 1 M3 Pelat Lantai Beton Tulang T= 12 cm [110 kg besi + bekisting] | ||||
Beton bertulang ad. 1Pc : 2Ps : 3Kr | M3 | 1.0000 | 1,019,795.24 | 1,019,795.24 | |
Pasang Bekisting untuk lantai | M2 | 8.3300 | 483,575.00 | 4,028,179.75 | |
Besi Beton Polos | Kg | 110.0000 | 18,823.00 | 2,070,530.00 | |
Jumlah | 7,118,504.99 | ||||
7,118,505.00 | |||||
D-23 | 1 M3 Pelat Lantai Beton Tulang T= 12 cm [130 kg besi + bekisting] | ||||
Beton bertulang ad. 1Pc : 2Ps : 3Kr | M3 | 1.0000 | 1,019,795.24 | 1,019,795.24 | |
Pasang Bekisting untuk lantai | M2 | 8.3300 | 483,575.00 | 4,028,179.75 | |
Besi Beton Polos | Kg | 130.0000 | 18,823.00 | 2,446,990.00 | |
Jumlah | 7,494,964.99 | ||||
7,494,965.00 | |||||
D-24 | 1 M3 Pelat Lantai Beton Tulang T= 15 cm [90 kg besi + bekisting] | ||||
Beton bertulang ad. 1Pc : 2Ps : 3Kr | M3 | 1.0000 | 1,019,795.24 | 1,019,795.24 | |
Pasang Bekisting untuk lantai | M2 | 6.6700 | 483,575.00 | 3,225,445.25 | |
Besi Beton Polos | Kg | 90.0000 | 18,823.00 | 1,694,070.00 | |
Jumlah | 5,939,310.49 | ||||
Dibulatkan | 5,939,310.00 | ||||
D-25 | 1 M3 Pelat Lantai Beton Tulang T= 15 cm [115 kg besi + bekisting] | ||||
Beton bertulang ad. 1Pc : 2Ps : 3Kr | M3 | 1.0000 | 1,019,795.24 | 1,019,795.24 | |
Pasang Bekisting untuk lantai | M2 | 6.6700 | 483,575.00 | 3,225,445.25 | |
Besi Beton Polos | Kg | 115.0000 | 18,823.00 | 2,164,645.00 | |
Jumlah | 6,409,885.49 | ||||
6,409,885.00 |
Itulah analisa harga satuan pekerjaan beton [AHS-SNI] tahun 2014. Semoga dapat membantu Anda.
Sumber: AHS-SNI Kab. Bogor tahun 2014.