Contoh:
ANALISA SATUAN PEKERJAAN | ||||||||
No. | Macam Pekerjaan | Upah | Bahan | Jumlah | ||||
(1) | (2) | (3) | (4) | (5) | ||||
PEKERJAAN PERSIAPAN | ||||||||
SNI | 100,000 | m2 | Pekerjaan Pengukuran Gedung | |||||
2007 | 8,000 | org | Pekerja | @ Rp. | Rp30.000 | Rp240.000 | Rp0 | |
2,000 | org | Mandor | @ Rp. | Rp40.000 | Rp80.000 | Rp0 | ||
0,500 | org | Pengawas | @ Rp. | Rp50.000 | Rp25.000 | Rp0 | ||
2,000 | org | Asisten Ahli Ukur | @ Rp. | Rp95.000 | Rp190.000 | Rp0 | ||
1,000 | hr | Sewa alat ukur | @ Rp. | #REF! | #REF! | Rp0 | ||
JUMLAH ( BELUM PPN ) | #REF! | Rp0 | #REF! | |||||
JASA 10 % | #REF! | |||||||
JUMLAH | #REF! | |||||||
DIBULATKAN | #REF! | |||||||
1,000 | m2 | Pekerjaan Pengukuran | ||||||
0,01 | x | #REF! | #REF! | Rp0 | #REF! | |||
SNI | 1,000 | m1 | Pengukuran dan pemasangan bouwplank untuk gedung dan saluran | |||||
2007 | 0,012 | m3 | Kayu meranti 5/7 | @ Rp. | Rp2.750.000 | Rp33.000 | ||
0,020 | kg | Paku reng | @ Rp. | Rp8.000 | Rp160 | |||
0,007 | m3 | Kayu meranti papan 3/20 | @ Rp. | Rp2.750.000 | Rp19.250 | |||
0,100 | org | Tukang kayu | @ Rp. | Rp45.000 | Rp4.500 | |||
0,010 | org | Kepala tukang kayu | @ Rp. | Rp50.000 | Rp500 | |||
0,100 | org | Pekerja | @ Rp. | Rp30.000 | Rp3.000 | |||
0,005 | org | Mandor | @ Rp. | Rp40.000 | Rp200 | |||
JUMLAH ( BELUM PPN ) | Rp8.200 | Rp52.410 | Rp60.610 | |||||
JASA 10 % | Rp6.061 | |||||||
JUMLAH | Rp66.671 | |||||||
DIBULATKAN | Rp66.671 | |||||||
SNI | 1,000 | m2 | Membersihkan lapangan dan perataan | |||||
2007 | 0,100 | org | Pekerja | @ Rp. | Rp30.000 | Rp3.000 | ||
0,050 | org | Mandor | @ Rp. | Rp40.000 | Rp2.000 | |||
JUMLAH ( BELUM PPN ) | Rp5.000 | Rp0 | Rp5.000 | |||||
JASA 10 % | Rp500 | |||||||
JUMLAH | Rp5.500 | |||||||
DIBULATKAN | Rp5.500 | |||||||
SNI | 1,000 | bh | Membuat Papan Nama Proyek 80x120 cm | |||||
2007 | 0,035 | m3 | Kayu meranti | @ Rp. | Rp2.750.000 | Rp96.250 | ||
1,400 | m1 | Seng plat lebar 90 cm | @ Rp. | Rp25.000 | Rp35.000 | |||
0,600 | kg | Paku | @ Rp. | Rp10.000 | Rp6.000 | |||
1,500 | kg | Cat kayu | @ Rp. | Rp32.000 | Rp48.000 | |||
16,800 | kg | PC | @ Rp. | Rp764 | Rp12.835 | |||
0,027 | m3 | Pasir beton | @ Rp. | Rp73.000 | Rp1.971 | |||
0,041 | m3 | Kerikil beton | @ Rp. | Rp78.650 | Rp3.185 | |||
0,018 | org | Tukang batu | @ Rp. | Rp35.000 | Rp613 | |||
1,000 | org | Tukang kayu | @ Rp. | Rp45.000 | Rp45.000 | |||
1,000 | org | Tukang cat | @ Rp. | Rp35.000 | Rp35.000 | |||
2,100 | org | Pekerja | @ Rp. | Rp30.000 | Rp63.000 | |||
1,005 | org | Mandor | @ Rp. | Rp40.000 | Rp40.200 | |||
JUMLAH ( BELUM PPN ) | Rp183.813 | Rp203.242 | Rp387.054 | |||||
JASA 10 % | Rp38.705 | |||||||
JUMLAH | Rp425.759 | |||||||
DIBULATKAN | Rp425.759 | |||||||
SNI | 1,000 | m2 | Pembuatan jalan sementara, tebal 25 cm | |||||
2007 | 0,275 | m3 | Batu belah | @ Rp. | Rp80.000 | Rp22.000 | ||
0,030 | m3 | Kerikil | @ Rp. | Rp78.650 | Rp2.360 | |||
0,050 | m3 | Pasir | @ Rp. | Rp76.000 | Rp3.800 | |||
1,000 | org | Pekerja | @ Rp. | Rp30.000 | Rp30.000 | |||
0,100 | org | Mandor | @ Rp. | Rp40.000 | Rp4.000 | |||
JUMLAH ( BELUM PPN ) | Rp34.000 | Rp28.160 | Rp62.160 | |||||
JASA 10 % | Rp6.216 | |||||||
JUMLAH | Rp68.375 | |||||||
DIBULATKAN | Rp68.375 | |||||||
SNI | 1,000 | m2 | Pembuatan kantor sementara, dengan lantai plesteran | |||||
2007 | 1,250 | btg | Dolken kayu Ø 8 - 10/400 cm | @ Rp. | Rp10.000 | Rp12.500 | ||
0,180 | m3 | Kayu meranti | @ Rp. | Rp2.750.000 | Rp495.000 | |||
0,850 | kg | Paku biasa | @ Rp. | Rp8.000 | Rp6.800 | |||
1,100 | kg | Baja strip | @ Rp. | Rp8.800 | Rp9.680 | |||
35,000 | kg | PC | @ Rp. | Rp764 | Rp26.740 | |||
0,150 | m3 | Pasir pasang | @ Rp. | Rp76.000 | Rp11.400 | |||
0,100 | m3 | Pasir beton | @ Rp. | Rp73.000 | Rp7.300 | |||
0,150 | m3 | Kerikil beton | @ Rp. | Rp78.650 | Rp11.798 | |||
30,000 | bh | Bata merah | @ Rp. | Rp350 | Rp10.500 | |||
0,250 | lbr | Seng plat 3" x 6 " | @ Rp. | Rp38.500 | Rp9.625 | |||
2,000 | bh | Jendela nako | @ Rp. | Rp20.000 | Rp40.000 | |||
0,080 | m2 | Kaca polos | @ Rp. | Rp60.500 | Rp4.840 | |||
0,150 | bh | Kunci tanam | @ Rp. | Rp35.000 | Rp5.250 | |||
0,060 | lbr | Plywood 4 mm | @ Rp. | Rp41.250 | Rp2.475 | |||
2,000 | org | Tukang kayu | @ Rp. | Rp45.000 | Rp90.000 | |||
1,000 | org | Tukang batu | @ Rp. | Rp35.000 | Rp35.000 | |||
0,300 | org | Kepala tukang | @ Rp. | Rp50.000 | Rp15.000 | |||
2,000 | org | Pekerja | @ Rp. | Rp30.000 | Rp60.000 | |||
0,050 | org | Mandor | @ Rp. | Rp40.000 | Rp2.000 | |||
JUMLAH ( BELUM PPN ) | Rp202.000 | Rp653.908 | Rp855.908 | |||||
JASA 10 % | Rp85.591 | |||||||
JUMLAH | Rp941.498 | |||||||
DIBULATKAN | Rp941.498 | |||||||
SNI | 1,000 | m1 | Pembuatan pagar sementara dari seng gelombang tinggi 2 meter | |||||
2007 | 1,250 | btg | Dolken kayu Ø 8 - 10/400 cm | @ Rp. | Rp10.000 | Rp12.500 | ||
2,500 | kg | PC | @ Rp. | Rp764 | Rp1.910 | |||
1,200 | lbr | Seng gelombang 2"-5" BJLS 24 | @ Rp. | Rp25.000 | Rp30.000 | |||
0,005 | m3 | Pasir beton | @ Rp. | Rp73.000 | Rp365 | |||
0,009 | m3 | Kerikil beton | @ Rp. | Rp78.650 | Rp708 | |||
0,025 | m3 | Kaso 5/7 kayu meranti | @ Rp. | Rp2.750.000 | Rp68.750 | |||
0,060 | kg | Paku biasa 2" - 5" | @ Rp. | Rp8.000 | Rp480 | |||
0,400 | kg | Meni besi | @ Rp. | Rp12.000 | Rp4.800 | |||
0,200 | org | Tukang kayu | @ Rp. | Rp45.000 | Rp9.000 | |||
0,020 | org | Kepala tukang kayu | @ Rp. | Rp50.000 | Rp1.000 | |||
0,400 | org | Pekerja | @ Rp. | Rp30.000 | Rp12.000 | |||
0,020 | org | Mandor | @ Rp. | Rp40.000 | Rp800 | |||
JUMLAH ( BELUM PPN ) | Rp22.800 | Rp119.513 | Rp142.313 | |||||
JASA 10 % | Rp14.231 | |||||||
JUMLAH | Rp156.544 | |||||||
DIBULATKAN | Rp156.544 | |||||||
SNI | 1,000 | m1 | Pembuatan pagar sementara dari kawat duri tinggi 1,80 meter | |||||
2007 | 1,000 | btg | Dolken kayu Ø 8 - 10/400 cm | @ Rp. | Rp10.000 | Rp10.000 | ||
2,000 | kg | PC | @ Rp. | Rp764 | Rp1.528 | |||
25,000 | kg | Kawat duri | @ Rp. | Rp9.500 | Rp237.500 | |||
0,005 | m3 | Pasir beton | @ Rp. | Rp73.000 | Rp365 | |||
0,009 | m3 | Kerikil beton | @ Rp. | Rp78.650 | Rp708 | |||
0,060 | kg | Paku biasa 2" - 5" | @ Rp. | Rp8.000 | Rp480 | |||
0,200 | org | Tukang kayu | @ Rp. | Rp45.000 | Rp9.000 | |||
0,020 | org | Kepala tukang kayu | @ Rp. | Rp50.000 | Rp1.000 | |||
0,300 | org | Pekerja | @ Rp. | Rp30.000 | Rp9.000 | |||
0,020 | org | Mandor | @ Rp. | Rp40.000 | Rp800 | |||
JUMLAH ( BELUM PPN ) | Rp19.800 | Rp250.581 | Rp270.381 | |||||
JASA 10 % | Rp27.038 | |||||||
JUMLAH | Rp297.419 | |||||||
DIBULATKAN | Rp297.418 | |||||||
SNI | 1,000 | m2 | Pembuatan gudang semen dan alat-alat | |||||
2007 | 1,700 | btg | Dolken kayu Ø 8 - 10/400 cm | @ Rp. | Rp10.000 | Rp17.000 | ||
0,210 | m2 | Kayu | @ Rp. | Rp2.750.000 | Rp577.500 | |||
0,300 | kg | Paku biasa | @ Rp. | Rp8.000 | Rp2.400 | |||
10,500 | kg | PC | @ Rp. | Rp764 | Rp8.022 | |||
0,030 | m3 | Pasir beton | @ Rp. | Rp73.000 | Rp2.190 | |||
0,050 | m3 | Kerikil beton | @ Rp. | Rp78.650 | Rp3.933 | |||
1,500 | lbr | Seng gelombang BJLS 32 | @ Rp. | Rp38.500 | Rp57.750 | |||
2,000 | org | Tukang kayu | @ Rp. | Rp45.000 | Rp90.000 | |||
0,200 | org | Kepala tukang kayu | @ Rp. | Rp50.000 | Rp10.000 | |||
1,000 | org | Pekerja | @ Rp. | Rp30.000 | Rp30.000 | |||
0,050 | org | Mandor | @ Rp. | Rp40.000 | Rp2.000 | |||
JUMLAH ( BELUM PPN ) | Rp132.000 | Rp668.795 | Rp800.795 | |||||
JASA 10 % | Rp80.079 | |||||||
JUMLAH | Rp880.874 | |||||||
DIBULATKAN | Rp880.873 | |||||||
SNI | 1,000 | m2 | Pembuatan rumah jaga/konstruksi kayu | |||||
2007 | 3,000 | btg | Dolken kayu Ø 8 - 10/400 cm | @ Rp. | Rp10.000 | Rp30.000 | ||
0,276 | m3 | Kayu | @ Rp. | Rp2.750.000 | Rp759.000 | |||
0,700 | kg | Paku biasa | @ Rp. | Rp8.000 | Rp5.600 | |||
1,500 | lbr | Seng gelombang BJLS 32 | @ Rp. | Rp38.500 | Rp57.750 | |||
1,500 | org | Tukang kayu | @ Rp. | Rp45.000 | Rp67.500 | |||
0,150 | org | Kepala tukang kayu | @ Rp. | Rp50.000 | Rp7.500 | |||
1,000 | org | Pekerja | @ Rp. | Rp30.000 | Rp30.000 | |||
0,050 | org | Mandor | @ Rp. | Rp40.000 | Rp2.000 | |||
JUMLAH ( BELUM PPN ) | Rp107.000 | Rp852.350 | Rp959.350 | |||||
JASA 10 % | Rp95.935 | |||||||
JUMLAH | Rp1.055.285 | |||||||
DIBULATKAN | Rp1.055.285 | |||||||
SNI | 1,000 | m2 | Pembuatan bedeng buruh | |||||
2007 | 1,250 | btg | Dolken kayu Ø 8 - 10/400 cm | @ Rp. | Rp10.000 | Rp12.500 | ||
0,186 | m3 | Kayu | @ Rp. | Rp2.750.000 | Rp511.500 | |||
0,300 | kg | Paku biasa | @ Rp. | Rp8.000 | Rp2.400 | |||
18,000 | kg | PC | @ Rp. | Rp764 | Rp13.752 | |||
0,030 | m3 | Pasir beton | @ Rp. | Rp73.000 | Rp2.190 | |||
0,050 | m3 | Kerikil beton | @ Rp. | Rp78.650 | Rp3.933 | |||
1,500 | lbr | Seng gelombang BJLS 32 | @ Rp. | Rp38.500 | Rp57.750 | |||
4,350 | lbr | Plywood 4 mm | @ Rp. | Rp41.250 | Rp179.438 | |||
2,000 | org | Tukang kayu | @ Rp. | Rp45.000 | Rp90.000 | |||
0,200 | org | Kepala tukang kayu | @ Rp. | Rp50.000 | Rp10.000 | |||
1,000 | org | Pekerja | @ Rp. | Rp30.000 | Rp30.000 | |||
0,050 | org | Mandor | @ Rp. | Rp40.000 | Rp2.000 | |||
JUMLAH ( BELUM PPN ) | Rp132.000 | Rp783.462 | Rp915.462 | |||||
JASA 10 % | Rp91.546 | |||||||
JUMLAH | Rp1.007.008 | |||||||
DIBULATKAN | Rp1.007.008 | |||||||
SNI | 1,000 | m2 | Pembuatan bak adukan, uk. 40 x 50 x 20 cm | |||||
2007 | 0,036 | m3 | Kayu terentang | @ Rp. | Rp2.750.000 | Rp99.000 | ||
0,080 | kg | Paku | @ Rp. | Rp8.000 | Rp640 | |||
1,000 | btg | Kaso 5/7 | @ Rp. | Rp15.225 | Rp15.225 | |||
0,300 | org | Tukang kayu | @ Rp. | Rp45.000 | Rp13.500 | |||
0,002 | org | Mandor | @ Rp. | Rp40.000 | Rp60 | |||
JUMLAH ( BELUM PPN ) | Rp13.560 | Rp114.865 | Rp128.425 | |||||
JASA 10 % | Rp12.843 | |||||||
JUMLAH | Rp141.268 | |||||||
DIBULATKAN | Rp141.267 | |||||||
SNI | 1,000 | m2 | Pembuatan stegger dari bambu, ukuran 40 x 50 x 20 cm | |||||
2007 | 1,000 | btg | Bambu | @ Rp. | Rp9.500 | Rp9.500 | ||
0,250 | kg | Tali ijuk | @ Rp. | Rp9.000 | Rp2.250 | |||
0,017 | org | Tukang kayu | @ Rp. | Rp45.000 | Rp765 | |||
0,002 | org | Kepala tukang kayu | @ Rp. | Rp50.000 | Rp100 | |||
0,250 | org | Pekerja | @ Rp. | Rp30.000 | Rp7.500 | |||
0,013 | org | Mandor | @ Rp. | Rp40.000 | Rp520 | |||
JUMLAH ( BELUM PPN ) | Rp8.885 | Rp11.750 | Rp20.635 | |||||
JASA 10 % | Rp2.064 | |||||||
JUMLAH | Rp22.699 | |||||||
DIBULATKAN | Rp22.698 | |||||||
SNI | 1,000 | m1 | Pasang pagar kawat jaring galvanis, tinggi 1,00 m | |||||
2007 | 0,434 | lbr | Pagar kawat jaring | @ Rp. | Rp35.000 | Rp15.190 | ||
0,042 | org | Tukang besi | @ Rp. | Rp35.000 | Rp1.470 | |||
0,004 | org | Kepala tukang besi | @ Rp. | Rp37.500 | Rp150 | |||
0,042 | org | Pekerja | @ Rp. | Rp30.000 | Rp1.260 | |||
0,002 | org | Mandor | @ Rp. | Rp40.000 | Rp80 | |||
JUMLAH ( BELUM PPN ) | Rp2.960 | Rp15.190 | Rp18.150 | |||||
JASA 10 % | Rp1.815 | |||||||
JUMLAH | Rp19.965 | |||||||
DIBULATKAN | Rp19.965 | |||||||
SNI | 1,000 | m1 | Pasang pagar beton pracetak ( 5 x 50 x 213 ) cm | |||||
2007 | 0,986 | lbr | Panel beton pracetak | @ Rp. | Rp175.000 | Rp172.550 | ||
0,525 | btg | Kolom beton pracetak | @ Rp. | Rp250.000 | Rp131.250 | |||
0,074 | m3 | Pasir beton | @ Rp. | Rp73.000 | Rp5.402 | |||
0,146 | m3 | Batu pecah 2/3 | @ Rp. | Rp138.000 | Rp20.148 | |||
45,000 | kg | PC | @ Rp. | Rp764 | Rp34.380 | |||
0,125 | org | Tukang batu | @ Rp. | Rp35.000 | Rp4.375 | |||
0,012 | org | Kepala tukang | @ Rp. | Rp37.500 | Rp450 | |||
0,375 | org | Pekerja | @ Rp. | Rp30.000 | Rp11.250 | |||
0,019 | org | Mandor | @ Rp. | Rp40.000 | Rp760 | |||
JUMLAH ( BELUM PPN ) | Rp16.835 | Rp363.730 | Rp380.565 | |||||
JASA 10 % | Rp38.057 | |||||||
JUMLAH | Rp418.622 | |||||||
DIBULATKAN | Rp418.621 | |||||||
PEKERJAAN TANAH | ||||||||
SNI | 1,000 | m3 | Galian tanah biasa sedalam sampai 1 meter | |||||
6.1 | 0,750 | org | Pekerja | @ Rp. | Rp36.000 | Rp27.000 | ||
2008 | 0,025 | org | Mandor | @ Rp. | Rp40.000 | Rp1.000 | ||
JUMLAH ( BELUM PPN ) | Rp28.000 | Rp0 | Rp28.000 | |||||
JASA 10 % | Rp2.800 | |||||||
JUMLAH | Rp30.800 | |||||||
DIBULATKAN | Rp30.800 | |||||||
SNI | 1,000 | m3 | Galian tanah biasa sedalam 1 - 2 meter | |||||
6.2 | 0,900 | org | Pekerja | @ Rp. | Rp36.000 | Rp32.400 | ||
2008 | 0,045 | org | Mandor | @ Rp. | Rp40.000 | Rp1.800 | ||
JUMLAH ( BELUM PPN ) | Rp34.200 | Rp0 | Rp34.200 | |||||
JASA 10 % | Rp3.420 | |||||||
JUMLAH | Rp37.620 | |||||||
DIBULATKAN | Rp37.620 | |||||||
SNI | 1,000 | m3 | Galian tanah biasa sedalam 2 - 3 meter | |||||
6.3 | 1,050 | org | Pekerja | @ Rp. | Rp36.000 | Rp37.800 | ||
2008 | 0,067 | org | Mandor | @ Rp. | Rp40.000 | Rp2.680 | ||
JUMLAH ( BELUM PPN ) | Rp40.480 | Rp0 | Rp40.480 | |||||
JASA 10 % | Rp4.048 | |||||||
JUMLAH | Rp44.528 | |||||||
DIBULATKAN | Rp44.528 | |||||||
SNI | 1,000 | m3 | Galian tanah keras sedalam sampai 1 meter | |||||
6.4 | 1,000 | org | Pekerja | @ Rp. | Rp36.000 | Rp36.000 | ||
2008 | 0,032 | org | Mandor | @ Rp. | Rp40.000 | Rp1.280 | ||
JUMLAH ( BELUM PPN ) | Rp37.280 | Rp0 | Rp37.280 | |||||
JASA 10 % | Rp3.728 | |||||||
JUMLAH | Rp1 | Rp41.008 | ||||||
DIBULATKAN | Rp41.008 | |||||||
SNI | 1,000 | m3 | Galian tanah cadas sedalam sampai 1 meter | |||||
6.5 | 1,500 | org | Pekerja | @ Rp. | Rp36.000 | Rp54.000 | ||
2008 | 0,060 | org | Mandor | @ Rp. | Rp40.000 | Rp2.400 | ||
JUMLAH ( BELUM PPN ) | Rp56.400 | Rp0 | Rp56.400 | |||||
JASA 10 % | Rp5.640 | |||||||
JUMLAH | Rp62.040 | |||||||
DIBULATKAN | Rp62.040 | |||||||
SNI | 1,000 | m3 | Galian tanah lumpur sedalam 1 meter | |||||
6.6 | 1,200 | org | Pekerja | @ Rp. | Rp36.000 | Rp43.200 | ||
2008 | 0,045 | org | Mandor | @ Rp. | Rp40.000 | Rp1.800 | ||
JUMLAH ( BELUM PPN ) | Rp45.000 | Rp0 | Rp45.000 | |||||
JASA 10 % | Rp4.500 | |||||||
JUMLAH | Rp49.500 | |||||||
DIBULATKAN | Rp49.500 | |||||||
SNI | 1,000 | m3 | Stripping tebing setinggi 1 meter | |||||
2835:2008 | 0,050 | org | Pekerja | @ Rp. | Rp36.000 | Rp1.800 | ||
0,005 | org | Mandor | @ Rp. | Rp40.000 | Rp200 | |||
JUMLAH ( BELUM PPN ) | Rp2.000 | Rp0 | Rp2.000 | |||||
JASA 10 % | Rp200 | |||||||
JUMLAH | Rp2.200 | |||||||
DIBULATKAN | Rp2.200 | |||||||
SNI | 1,000 | m3 | Mengangkut tanah sejauh 15 meter | |||||
2835:2008 | 0,330 | org | Pekerja | @ Rp. | Rp36.000 | Rp11.880 | ||
0,010 | org | Mandor | @ Rp. | Rp40.000 | Rp400 | |||
JUMLAH ( BELUM PPN ) | Rp12.280 | Rp12.280 | ||||||
JASA 10 % | Rp1.228 | |||||||
JUMLAH | Rp13.508 | |||||||
DIBULATKAN | Rp13.508 | |||||||
SNI | 1,000 | m3 | Urug kembali bekas galian (dihitung 1/3 kali galian tanah) | |||||
2835:2008 | 0,250 | org | Pekerja | @ Rp. | Rp36.000 | Rp9.000 | ||
0,008 | org | Mandor | @ Rp. | Rp40.000 | Rp332 | |||
JUMLAH ( BELUM PPN ) | Rp9.332 | Rp9.332 | ||||||
JASA 10 % | Rp933 | |||||||
JUMLAH | Rp10.265 | |||||||
DIBULATKAN | Rp10.265 | |||||||
SNI | 1,000 | m2 | Memadatkan tanah per 20 cm | |||||
2835:2008 | 0,500 | org | Pekerja | @ Rp. | Rp36.000 | Rp18.000 | ||
0,050 | org | Mandor | @ Rp. | Rp40.000 | Rp2.000 | |||
JUMLAH ( BELUM PPN ) | Rp20.000 | Rp20.000 | ||||||
JASA 10 % | Rp2.000 | |||||||
JUMLAH | Rp22.000 | |||||||
DIBULATKAN | Rp22.000 | |||||||
SNI | 1,000 | m3 | Urug pasir | |||||
2835:2008 | 1,200 | m3 | Pasir urug | @ Rp. | Rp77.500 | Rp93.000 | ||
0,300 | org | Pekerja | @ Rp. | Rp36.000 | Rp10.800 | |||
0,010 | org | Mandor | @ Rp. | Rp40.000 | Rp400 | |||
JUMLAH ( BELUM PPN ) | Rp11.200 | Rp93.000 | Rp104.200 | |||||
JASA 10 % | Rp10.420 | |||||||
JUMLAH | Rp114.620 | |||||||
DIBULATKAN | Rp114.620 | |||||||
SNI | 1,000 | m3 | Urugan sirtu padat untuk peninggian lantai bangunan | |||||
2835:2008 | 1,200 | m3 | Sirtu | @ Rp. | Rp90.000 | Rp108.000 | ||
0,250 | org | Pekerja | @ Rp. | Rp36.000 | Rp9.000 | |||
0,025 | org | Mandor | @ Rp. | Rp40.000 | Rp1.000 | |||
JUMLAH ( BELUM PPN ) | Rp10.000 | Rp108.000 | Rp118.000 | |||||
JASA 10 % | Rp11.800 | |||||||
JUMLAH | Rp129.800 | |||||||
DIBULATKAN | Rp129.800 | |||||||
SNI | 1,000 | m3 | Urug tanah mendatangkan | |||||
2007 | 1,200 | m3 | Tanah urug | @ Rp. | Rp35.000 | Rp42.000 | ||
0,300 | org | Pekerja | @ Rp. | Rp30.000 | Rp9.000 | |||
0,010 | org | Mandor | @ Rp. | Rp40.000 | Rp400 | |||
JUMLAH ( BELUM PPN ) | Rp9.400 | Rp42.000 | Rp51.400 | |||||
JASA 10 % | Rp5.140 | |||||||
JUMLAH | Rp56.540 | |||||||
DIBULATKAN | Rp56.540 | |||||||
SNI | 1,000 | m3 | Memasang Lapisan pudel campuran 1 KP : 3 PP : 7 TL untuk stabilisasi | |||||
2835:2008 | 0,135 | m3 | Kapur pasang | @ Rp. | Rp313.900 | Rp42.377 | ||
0,400 | m3 | Pasir pasang progo | @ Rp. | Rp97.500 | Rp39.000 | |||
0,948 | m3 | Tanah liat | @ Rp. | Rp85.000 | Rp80.580 | |||
0,400 | org | Tukang Batu | @ Rp. | Rp42.500 | Rp17.000 | |||
0,040 | org | Kepala Tukang Batu | @ Rp. | Rp45.000 | Rp1.800 | |||
0,800 | org | Pekerja | @ Rp. | Rp36.000 | Rp28.800 | |||
0,080 | org | Mandor | @ Rp. | Rp40.000 | Rp3.200 | |||
JUMLAH ( BELUM PPN ) | Rp50.800 | Rp161.957 | Rp212.757 | |||||
JASA 10 % | Rp21.276 | |||||||
JUMLAH | Rp234.032 | |||||||
DIBULATKAN | Rp234.032 | |||||||
SNI | 1,000 | m3 | Memasang Lapisan pudel campuran 1 KP : 5 TL untuk stabilisasi | |||||
2835:2008 | 0,248 | m3 | Kapur pasang | @ Rp. | Rp313.900 | Rp77.847 | ||
1,240 | m3 | Tanah liat | @ Rp. | Rp85.000 | Rp105.400 | |||
0,400 | org | Tukang Batu | @ Rp. | Rp42.500 | Rp17.000 | |||
0,040 | org | Kepala Tukang Batu | @ Rp. | Rp45.000 | Rp1.800 | |||
0,800 | org | Pekerja | @ Rp. | Rp36.000 | Rp28.800 | |||
0,080 | org | Mandor | @ Rp. | Rp40.000 | Rp3.200 | |||
JUMLAH ( BELUM PPN ) | Rp50.800 | Rp183.247 | Rp234.047 | |||||
JASA 10 % | Rp23.405 | |||||||
JUMLAH | Rp257.452 | |||||||
DIBULATKAN | Rp257.451 | |||||||
SNI | 1,000 | m2 | Gebalan rumput | |||||
2007 | 0,200 | btg | Bambu | @ Rp. | Rp7.000 | Rp1.400 | ||
1,000 | m2 | Gebalan rumput | @ Rp. | Rp5.000 | Rp5.000 | |||
0,500 | org | Pekerja | @ Rp. | Rp30.000 | Rp15.000 | |||
0,025 | org | Mandor | @ Rp. | Rp40.000 | Rp1.000 | |||
JUMLAH ( BELUM PPN ) | Rp16.000 | Rp6.400 | Rp22.400 | |||||
JASA 10 % | Rp2.240 | |||||||
JUMLAH | Rp24.640 | |||||||
DIBULATKAN | Rp24.640 | |||||||
SNI | 1,000 | m1 | Membuat sumur | |||||
2007 | 2,000 | bh | Buis beton D. 80 cm | @ Rp. | Rp32.000 | Rp64.000 | ||
1,000 | org | Tukang gali sumur | @ Rp. | Rp40.000 | Rp40.000 | |||
0,735 | org | Pekerja | @ Rp. | Rp30.000 | Rp22.050 | |||
0,074 | org | Mandor | @ Rp. | Rp40.000 | Rp2.940 | |||
JUMLAH ( BELUM PPN ) | Rp64.990 | Rp64.000 | Rp128.990 | |||||
JASA 10 % | Rp12.899 | |||||||
JUMLAH | Rp141.889 | |||||||
DIBULATKAN | Rp141.889 | |||||||
SNI | 1,000 | m3 | Pemasangan lapisan ijuk tebal 10cm untuk peresapan | |||||
2835:2008 | 6,000 | kg | Ijuk | @ Rp. | Rp15.200 | Rp91.200 | ||
0,150 | org | Pekerja | @ Rp. | Rp36.000 | Rp5.400 | |||
0,015 | org | Mandor | @ Rp. | Rp40.000 | Rp600 | |||
JUMLAH ( BELUM PPN ) | Rp6.000 | Rp91.200 | Rp97.200 | |||||
JASA 10 % | Rp9.720 | |||||||
JUMLAH | Rp106.920 | |||||||
DIBULATKAN | Rp106.920 | |||||||
PEKERJAAN PASANGAN | ||||||||
Pasangan pondasi | ||||||||
SNI | 1,000 | m3 | Pasangan pondasi batu kosong (anstamping) | |||||
2836-2008 | 1,200 | m3 | Batu belah 15/20 | @ Rp. | Rp81.200 | Rp97.440 | ||
0,432 | m3 | Pasir urug | @ Rp. | Rp77.500 | Rp33.480 | |||
0,390 | org | Tukang Batu | @ Rp. | Rp42.500 | Rp16.575 | |||
0,039 | org | Kepala Tukang Batu | @ Rp. | Rp45.000 | Rp1.755 | |||
0,780 | org | Pekerja | @ Rp. | Rp36.000 | Rp28.080 | |||
0,039 | org | Mandor | @ Rp. | Rp40.000 | Rp1.560 | |||
JUMLAH ( BELUM PPN ) | Rp47.970 | Rp130.920 | Rp178.890 | |||||
JASA 10 % | Rp17.889 | |||||||
JUMLAH | Rp196.779 | |||||||
DIBULATKAN | Rp196.779 | |||||||
SNI | 1,000 | m3 | Pasangan pondasi 1 Kp : 1 Sm : 1 Ps | |||||
2836-2008 | 1,200 | m3 | Batu belah 15/20 | @ Rp. | Rp81.200 | Rp97.440 | ||
0,229 | m3 | Kapur pasang | @ Rp. | Rp313.900 | Rp71.883 | |||
0,229 | m3 | Semen merah | @ Rp. | Rp124.000 | Rp28.396 | |||
0,544 | m3 | Pasir pasang progo | @ Rp. | Rp97.500 | Rp53.040 | |||
0,750 | org | Tukang Batu | @ Rp. | Rp42.500 | Rp31.875 | |||
0,075 | org | Kepala Tukang Batu | @ Rp. | Rp45.000 | Rp3.375 | |||
1,500 | org | Pekerja | @ Rp. | Rp36.000 | Rp54.000 | |||
0,075 | org | Mandor | @ Rp. | Rp40.000 | Rp3.000 | |||
JUMLAH ( BELUM PPN ) | Rp92.250 | Rp250.759 | Rp343.009 | |||||
JASA 10 % | Rp34.301 | |||||||
JUMLAH | Rp377.310 | |||||||
DIBULATKAN | Rp377.310 | |||||||
SNI | 1,000 | m3 | Pasangan pondasi 1 Kp : 1 Sm : 2 Ps | |||||
2836-2008 | 1,200 | m3 | Batu belah 15/20 | @ Rp. | Rp81.200 | Rp97.440 | ||
0,170 | m3 | Kapur pasang | @ Rp. | Rp313.900 | Rp53.363 | |||
0,170 | m3 | Semen merah | @ Rp. | Rp124.000 | Rp21.080 | |||
0,340 | m3 | Pasir pasang progo | @ Rp. | Rp97.500 | Rp33.150 | |||
0,750 | org | Tukang Batu | @ Rp. | Rp42.500 | Rp31.875 | |||
0,075 | org | Kepala Tukang Batu | @ Rp. | Rp45.000 | Rp3.375 | |||
1,500 | org | Pekerja | @ Rp. | Rp36.000 | Rp54.000 | |||
0,075 | org | Mandor | @ Rp. | Rp40.000 | Rp3.000 | |||
JUMLAH ( BELUM PPN ) | Rp92.250 | Rp205.033 | Rp297.283 | |||||
JASA 10 % | Rp29.728 | |||||||
JUMLAH | Rp327.011 | |||||||
DIBULATKAN | Rp327.011 | |||||||
SNI | 1,000 | m3 | Pasangan pondasi 1 Pc : 3 Kp : 5 Ps | |||||
2836-2008 | 1,200 | m3 | Batu belah 15/20 | @ Rp. | Rp81.200 | Rp97.440 | ||
95,420 | kg | PC | @ Rp. | Rp1.100 | Rp104.962 | |||
0,229 | m3 | Kapur pasang | @ Rp. | Rp313.900 | Rp71.883 | |||
0,382 | m3 | Pasir pasang progo | @ Rp. | Rp97.500 | Rp37.245 | |||
0,750 | org | Tukang Batu | @ Rp. | Rp42.500 | Rp31.875 | |||
0,075 | org | Kepala Tukang Batu | @ Rp. | Rp45.000 | Rp3.375 | |||
1,500 | org | Pekerja | @ Rp. | Rp36.000 | Rp54.000 | |||
0,075 | org | Mandor | @ Rp. | Rp40.000 | Rp3.000 | |||
JUMLAH ( BELUM PPN ) | Rp92.250 | Rp311.530 | Rp403.780 | |||||
JASA 10 % | Rp40.378 | |||||||
JUMLAH | Rp444.158 | |||||||
DIBULATKAN | Rp444.158 | |||||||
SNI | 1,000 | m3 | Pasangan pondasi 1 Pc : 3 Kp : 10 Ps | |||||
2836-2008 | 1,200 | m3 | Batu belah 15/20 | @ Rp. | Rp81.200 | Rp97.440 | ||
61,000 | kg | PC | @ Rp. | Rp1.100 | Rp67.100 | |||
0,147 | m3 | Kapur pasang | @ Rp. | Rp313.900 | Rp46.143 | |||
0,492 | m3 | Pasir pasang progo | @ Rp. | Rp97.500 | Rp47.970 | |||
0,750 | org | Tukang Batu | @ Rp. | Rp42.500 | Rp31.875 | |||
0,075 | org | Kepala Tukang Batu | @ Rp. | Rp45.000 | Rp3.375 | |||
1,500 | org | Pekerja | @ Rp. | Rp36.000 | Rp54.000 | |||
0,075 | org | Mandor | @ Rp. | Rp40.000 | Rp3.000 | |||
JUMLAH ( BELUM PPN ) | Rp92.250 | Rp258.653 | Rp350.903 | |||||
JASA 10 % | Rp35.090 | |||||||
JUMLAH | Rp385.994 | |||||||
DIBULATKAN | Rp385.993 | |||||||
SNI | 1,000 | m3 | Pasangan pondasi 1/4 Pc : 1 Kp : 4 Ps | |||||
2836-2008 | 1,200 | m3 | Batu belah 15/20 | @ Rp. | Rp81.200 | Rp97.440 | ||
41,000 | kg | PC | @ Rp. | Rp1.100 | Rp45.100 | |||
0,131 | m3 | Kapur pasang | @ Rp. | Rp313.900 | Rp41.121 | |||
0,523 | m3 | Pasir pasang progo | @ Rp. | Rp97.500 | Rp50.993 | |||
0,750 | org | Tukang Batu | @ Rp. | Rp42.500 | Rp31.875 | |||
0,075 | org | Kepala Tukang Batu | @ Rp. | Rp45.000 | Rp3.375 | |||
1,500 | org | Pekerja | @ Rp. | Rp36.000 | Rp54.000 | |||
0,075 | org | Mandor | @ Rp. | Rp40.000 | Rp3.000 | |||
JUMLAH ( BELUM PPN ) | Rp92.250 | Rp234.653 | Rp326.903 | |||||
JASA 10 % | Rp32.690 | |||||||
JUMLAH | Rp359.594 | |||||||
DIBULATKAN | Rp359.593 | |||||||
SNI | 1,000 | m3 | Pasangan pondasi 1 Pc : 4 Ps | |||||
2836-2008 | 1,200 | m3 | Batu belah 15/20 | @ Rp. | Rp81.200 | Rp97.440 | ||
163,000 | kg | PC | @ Rp. | Rp1.100 | Rp179.300 | |||
0,520 | m3 | Pasir pasang progo | @ Rp. | Rp97.500 | Rp50.700 | |||
0,750 | org | Tukang Batu | @ Rp. | Rp42.500 | Rp31.875 | |||
0,075 | org | Kepala Tukang Batu | @ Rp. | Rp45.000 | Rp3.375 | |||
1,500 | org | Pekerja | @ Rp. | Rp36.000 | Rp54.000 | |||
0,075 | org | Mandor | @ Rp. | Rp40.000 | Rp3.000 | |||
JUMLAH ( BELUM PPN ) | Rp92.250 | Rp327.440 | Rp419.690 | |||||
JASA 10 % | Rp41.969 | |||||||
JUMLAH | Rp461.659 | |||||||
DIBULATKAN | Rp461.659 | |||||||
SNI | 1,000 | m3 | Pasangan pondasi 1 Pc : 3 Ps | |||||
2836-2008 | 1,200 | m3 | Batu belah 15/20 | @ Rp. | Rp81.200 | Rp97.440 | ||
202,000 | kg | PC | @ Rp. | Rp1.100 | Rp222.200 | |||
0,485 | m3 | Pasir pasang progo | @ Rp. | Rp97.500 | Rp47.288 | |||
0,750 | org | Tukang Batu | @ Rp. | Rp42.500 | Rp31.875 | |||
0,075 | org | Kepala Tukang Batu | @ Rp. | Rp45.000 | Rp3.375 | |||
1,500 | org | Pekerja | @ Rp. | Rp36.000 | Rp54.000 | |||
0,075 | org | Mandor | @ Rp. | Rp40.000 | Rp3.000 | |||
JUMLAH ( BELUM PPN ) | Rp92.250 | Rp366.928 | Rp459.178 | |||||
JASA 10 % | Rp45.918 | |||||||
JUMLAH | Rp505.095 | |||||||
DIBULATKAN | Rp505.095 | |||||||
SNI | 1,000 | m3 | Pasangan pondasi 1 Pc : 1 Ps | |||||
2836-2008 | 1,200 | m3 | Batu belah 15/20 | @ Rp. | Rp81.200 | Rp97.440 | ||
392,000 | kg | PC | @ Rp. | Rp1.100 | Rp431.200 | |||
0,314 | m3 | Pasir pasang progo | @ Rp. | Rp97.500 | Rp30.615 | |||
0,750 | org | Tukang Batu | @ Rp. | Rp42.500 | Rp31.875 | |||
0,075 | org | Kepala Tukang Batu | @ Rp. | Rp45.000 | Rp3.375 | |||
1,500 | org | Pekerja | @ Rp. | Rp36.000 | Rp54.000 | |||
0,075 | org | Mandor | @ Rp. | Rp40.000 | Rp3.000 | |||
JUMLAH ( BELUM PPN ) | Rp92.250 | Rp559.255 | Rp651.505 | |||||
JASA 10 % | Rp65.151 | |||||||
JUMLAH | Rp716.656 | |||||||
DIBULATKAN | Rp716.655 | |||||||
SNI | 1,000 | m3 | Pasangan pondasi 1 Pc : 2 Ps | |||||
2836-2008 | 1,200 | m3 | Batu belah 15/20 | @ Rp. | Rp81.200 | Rp97.440 | ||
267,000 | kg | PC | @ Rp. | Rp1.100 | Rp293.700 | |||
0,427 | m3 | Pasir pasang progo | @ Rp. | Rp97.500 | Rp41.633 | |||
0,750 | org | Tukang Batu | @ Rp. | Rp42.500 | Rp31.875 | |||
0,075 | org | Kepala Tukang Batu | @ Rp. | Rp45.000 | Rp3.375 | |||
1,500 | org | Pekerja | @ Rp. | Rp36.000 | Rp54.000 | |||
0,075 | org | Mandor | @ Rp. | Rp40.000 | Rp3.000 | |||
JUMLAH ( BELUM PPN ) | Rp92.250 | Rp432.773 | Rp525.023 | |||||
JASA 10 % | Rp52.502 | |||||||
JUMLAH | Rp577.525 | |||||||
DIBULATKAN | Rp577.524 | |||||||
SNI | 1,000 | m3 | Pasangan pondasi 1 Pc : 5 Ps | |||||
2836-2008 | 1,200 | m3 | Batu belah 15/20 | @ Rp. | Rp81.200 | Rp97.440 | ||
136,000 | kg | PC | @ Rp. | Rp1.100 | Rp149.600 | |||
0,544 | m3 | Pasir pasang progo | @ Rp. | Rp97.500 | Rp53.040 | |||
0,750 | org | Tukang Batu | @ Rp. | Rp42.500 | Rp31.875 | |||
0,075 | org | Kepala Tukang Batu | @ Rp. | Rp45.000 | Rp3.375 | |||
1,500 | org | Pekerja | @ Rp. | Rp36.000 | Rp54.000 | |||
0,075 | org | Mandor | @ Rp. | Rp40.000 | Rp3.000 | |||
JUMLAH ( BELUM PPN ) | Rp92.250 | Rp300.080 | Rp392.330 | |||||
JASA 10 % | Rp39.233 | |||||||
JUMLAH | Rp431.563 | |||||||
DIBULATKAN | Rp431.563 | |||||||
SNI | 1,000 | m3 | Pasangan pondasi 1 Pc : 6 Ps | |||||
2836-2008 | 1,200 | m3 | Batu belah 15/20 | @ Rp. | Rp81.200 | Rp97.440 | ||
117,000 | kg | PC | @ Rp. | Rp1.100 | Rp128.700 | |||
0,561 | m3 | Pasir pasang progo | @ Rp. | Rp97.500 | Rp54.698 | |||
0,750 | org | Tukang Batu | @ Rp. | Rp42.500 | Rp31.875 | |||
0,075 | org | Kepala Tukang Batu | @ Rp. | Rp45.000 | Rp3.375 | |||
1,500 | org | Pekerja | @ Rp. | Rp36.000 | Rp54.000 | |||
0,075 | org | Mandor | @ Rp. | Rp40.000 | Rp3.000 | |||
JUMLAH ( BELUM PPN ) | Rp92.250 | Rp280.838 | Rp373.088 | |||||
JASA 10 % | Rp37.309 | |||||||
JUMLAH | Rp410.396 | |||||||
DIBULATKAN | Rp410.396 | |||||||
SNI | 1,000 | m3 | Pasangan pondasi 1 Pc : 8 Ps | |||||
2836-2008 | 1,200 | m3 | Batu belah 15/20 | @ Rp. | Rp81.200 | Rp97.440 | ||
91,000 | kg | PC | @ Rp. | Rp1.100 | Rp100.100 | |||
0,584 | m3 | Pasir pasang progo | @ Rp. | Rp97.500 | Rp56.940 | |||
0,750 | org | Tukang Batu | @ Rp. | Rp42.500 | Rp31.875 | |||
0,075 | org | Kepala Tukang Batu | @ Rp. | Rp45.000 | Rp3.375 | |||
1,500 | org | Pekerja | @ Rp. | Rp36.000 | Rp54.000 | |||
0,075 | org | Mandor | @ Rp. | Rp40.000 | Rp3.000 | |||
JUMLAH ( BELUM PPN ) | Rp92.250 | Rp254.480 | Rp346.730 | |||||
JASA 10 % | Rp34.673 | |||||||
JUMLAH | Rp381.403 | |||||||
DIBULATKAN | Rp381.403 |
Untuk sedot seluruhnya versi excel /xlxs, nih dibawah linknya, pokoknya komplit, ada juga perhitungan jalan and listrik,..
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2 komentar:
analisa pemasangan paagar precast nya punyaa ngga mas ? minta doong ;)
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