SAPUJAGAD-Rencana Penggunaan Dana merupakan rincian penggunaan bahan, upah maupun operasional yang disusun berdasarkan rencana anggaran biaya dan detail desain gambar. Berikut langkah-langkah pembuatan rencana penggunaan dana :
LANGKAH-LANGKAH PEMBUATAN RENCANA PENGGUNAAN DANA
1. Pembuatan Desain Gambar (yang disesuaikan dengan kebutuhan Rencana Anggaran Biaya) sebagai acuan tukang maupun pekerja untuk melaksanakan pekerjaan
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| denah situasi |
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| denah situasi |
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| tampak atas dan potongan jalan paving |
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| detail pot. pek. talud/dinding penahan tanah |
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| detail pot. pek. talud/dinding penahan tanah |
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| detail pot. pek. talud/dinding penahan tanah |
2. Pembuatan Rencana Anggaran Biaya yang sinkron dengan desain gambar
a. Perhitungan backup volume pekerjaan
| BACKUP VOLUME PEKERJAAN | | | | | | | | | | | | | | | |
|---|
| A. PEKERJAAN KANOPI | | | | | | | | | | | | | | | |
| | P | | L | | V | | | | | | | | | |
| | 7,500 | x | 5,000 | = | 37,5 | | | | | | | | | |
| B. PEKERJAAN TALUD | | | | | | | | | | | | | | | |
| A-A | = | 23,000 | M | | | | | | | | | | | |
| | | | | | | | | | | | | | | |
| 1. | GALIAN TANAH | | | | | | | | | | | | | | |
| | P | | L | | T | | | | ä | | V | | | |
| | 23,000 | x | 0,500 | x | 0,550 | | | x | 1,000 | = | 6,325 | M3 | | |
| 2. | URUGAN TANAH KEMBALI | | | | | | | | | | | | | | |
| | 6,325 | : | 3,000 | | | | | | | = | 2,108 | M3 | | |
| 3. | URUGAN PASIR | | | | | | | | | | | | | | |
| | P | | L | | T | | | | ä | | V | | | |
| | 23,000 | x | 0,500 | x | 0,050 | | | x | 1,000 | = | 0,575 | M3 | | |
| 4. | PAS. BATU | | | | | | | | | | | | | | |
| | P | | L. ATAS | | L. BAWAH | | | | T | | ä | | V | |
| | 23,000 | x ( | 0,170 | + | 0,350 | ) : | 2 | x | 0,900 | x | 1,000 | = | 5,382 | |
| | 23,000 | x ( | 0,350 | + | 0,350 | ) : | 2 | x | 0,450 | x | 1,000 | = | 3,623 | |
| | | | | | | | | | | | | | | |
| | | | | | | | | | | | total | = | 9,005 | M3 |
| 5. | PLESTERAN 1:5 | | | | | | | | | | | | | | |
| | P | | L | | ä | | | | | | V | | | |
| | 23,000 | x | 0,300 | x | 1,000 | | | | | = | 6,900 | M2 | | |
| 6. | ACIAN | | | | | | | | | | | | | | |
| | P | | L | | ä | | | | | | V | | | |
| | 23,000 | x | 0,300 | x | 1,000 | | | | | = | 6,900 | M2 | | |
| | | | | | | | | | | | | | | |
| B-B | = | 28,000 | M | | | | | | | | | | | |
| | | | | | | | | | | | | | | |
| 1. | GALIAN TANAH | | | | | | | | | | | | | | |
| | P | | L | | T | | | | ä | | V | | | |
| | 28,000 | x | 0,500 | x | 0,550 | | | x | 1,000 | = | 7,700 | M3 | | |
| 2. | URUGAN TANAH KEMBALI | | | | | | | | | | | | | | |
| | 7,700 | : | 3,000 | | | | | | | = | 2,567 | M3 | | |
| 3. | URUGAN PASIR | | | | | | | | | | | | | | |
| | P | | L | | T | | | | ä | | V | | | |
| | 28,000 | x | 0,500 | x | 0,050 | | | x | 1,000 | = | 0,700 | | | |
| 4. | PAS. BATU | | | | | | | | | | | | | | |
| | P | | L. ATAS | | L. BAWAH | | | | T | | ä | | V | |
| | 28,000 | x ( | 0,170 | + | 0,400 | ) : | 2 | x | 1,000 | x | 1,000 | = | 7,980 | |
| | 28,000 | x ( | 0,400 | + | 0,400 | ) : | 2 | x | 0,500 | x | 1,000 | = | 5,600 | |
| | | | | | | | | | | | | | | |
| | | | | | | | | | | | total | = | 13,580 | M3 |
| 5. | PLESTERAN 1:5 | | | | | | | | | | | | | | |
| | P | | L | | ä | | | | | | V | | | |
| | 28,000 | x | 0,300 | x | 1,000 | | | | | = | 8,400 | M2 | | |
| 6. | ACIAN | | | | | | | | | | | | | | |
| | P | | L | | ä | | | | | | V | | | |
| | 28,000 | x | 0,300 | x | 1,000 | | | | | = | 8,400 | M2 | | |
| C-C | = | 44,700 | M | | | | | | | | | | | |
| | | | | | | | | | | | | | | |
| 1. | GALIAN TANAH | | | | | | | | | | | | | | |
| | P | | L | | T | | | | ä | | V | | | |
| | 44,700 | x | 0,500 | x | 0,550 | | | x | 1,000 | = | 12,293 | M3 | | |
| 2. | URUGAN TANAH KEMBALI | | | | | | | | | | | | | | |
| | 12,293 | : | 3,000 | | | | | | | = | 4,098 | M3 | | |
| 3. | URUGAN PASIR | | | | | | | | | | | | | | |
| | P | | L | | T | | | | ä | | V | | | |
| | 44,700 | x | 0,500 | x | 0,050 | | | x | 1,000 | = | 1,118 | M3 | | |
| 4. | PAS. BATU | | | | | | | | | | | | | | |
| | P | | L. ATAS | | L. BAWAH | | | | T | | ä | | V | |
| | 44,700 | x ( | 0,170 | + | 0,300 | ) : | 2 | x | 0,500 | x | 1,000 | = | 5,252 | |
| | 44,700 | x ( | 0,300 | + | 0,300 | ) : | 2 | x | 0,250 | x | 1,000 | = | 3,353 | |
| | | | | | | | | | | | | | | |
| | | | | | | | | | | | total | = | 8,605 | M3 |
| 5. | PLESTERAN 1:5 | | | | | | | | | | | | | | |
| | P | | L | | ä | | | | | | V | | | |
| | 44,700 | x | 0,300 | x | 1,000 | | | | | = | 13,410 | M2 | | |
| 6. | ACIAN | | | | | | | | | | | | | | |
| | P | | L | | ä | | | | | | V | | | |
| | 44,700 | x | 0,300 | x | 1,000 | | | | | = | 13,410 | M2 | | |
backup volume paving
| PERHITUNGAN | | | | | | | | VOLUME | |
|---|
| 1. Galian tanah keras | | | | | | | | | |
| panjang | | lebar | | tebal | | jumlah | | |
| 100,000 | x | 0,150 | x | 0,100 | x | 2,000 | 3,000 | M3 |
| 2. Urugan grosok | | | | | | | | | |
| leveling | | | | | | | | |
| panjang | | lebar | | tebal | | | | |
| 100,000 | x | 3,000 | x | 0,050 | | | 15,000 | M3 |
| 3. Pek.Kansteen 40 (10-18-40) | | | | | | | | | |
| panjang | | jumlah | | | | | | |
| 100,000 | x | 2,000 | = | 200,000 | | | | |
| - | x | 2,000 | = | - | + | | | |
| | | | | 200,000 | | | 200,000 | M1 |
| 4. Pek. Topi Uskup | | | | | | | | | |
| panjang | | jumlah | | Volume | | | | |
| 100,000 | x | 2,000 | = | 200,000 | m1 | | | |
| 3,333 | x | 200,000 | = | 666,60 | Bh | | | |
| 0,040 | x | 666,60 | = | 26,664 | M2 | | 26,664 | M2 |
| 5. Pek. Paving Block K-300 | | | | | | | | | |
| panjang | | lebar | | Volume | | | | |
| 100,000 | x | 3,000 | = | 300,000 | | | | |
| | | luas total | = | 300,000 | | | | |
| | | | | | | | | |
| | | luas total | | luas uskup | | | | |
| Volume | = | 300,000 | - | 26,664 | = | 273,336 | 273,336 | M2 |
b. setelah backup volume selesai di buat selanjutanya tinggal kita memasukkan volume tersebut ke dalam RENCANA ANGGARAN BIAYA
| NO. | URAIAN PEKERJAAN | KODE | SATUAN | VOLUME | HARGA | JUMLAH |
|---|
| a | b | c | d | e | f | g = e x f |
| A | PEKERJAAN KANOPI | | | | | |
| 1 | Kuda-kuda dan reng usuk baja ringan | HIT.02 | m2 | 37,500 | Rp150.428,00 | Rp5.641.050,00 |
| 2 | Atap Galvalum | HIT.01 | m2 | 37,500 | Rp116.400,00 | Rp4.365.000,00 |
| | | | | JUMLAH A | Rp10.006.050,00 |
| B | PEKERJAAN TALUD | | | | | |
| 1 | Galian tanah | A.2.3.1.1 | M3 | 26,318 | Rp52.500,00 | Rp1.381.668,75 |
| 2 | Urugan Kembali | A.2.3.1.9 | M3 | 8,773 | Rp17.500,00 | Rp153.518,75 |
| 3 | Urugan Pasir | A.2.3.1.11 | M3 | 2,393 | Rp202.680,00 | Rp484.911,90 |
| 4 | Pas. Batu belah 1 : 6 | A.3.2.1.4 | M3 | 31,189 | Rp682.191,30 | Rp21.277.035,00 |
| 5 | Plesteran 1 : 5 | A.4.4.2.5(a) | M2 | 28,710 | Rp47.674,20 | Rp1.368.726,28 |
| 6 | Acian | A.4.4.2.27 | M2 | 28,710 | Rp27.287,50 | Rp783.424,13 |
| | | | | JUMLAH B | Rp25.449.284,81 |
| C | PEKERJAAN PAVING | | | | | |
| 1 | Galian Tanah Keras | A.2.3.1.4 | M3 | 3,000 | Rp70.000,00 | Rp210.000,00 |
| 2 | Tanah Pilihan Grosok (Ex. Tahunan/Prigi) | A.2.3.1.11 (a) | M3 | 16,475 | Rp231.000,00 | Rp3.805.725,00 |
| 3 | Pek. Paving Block K-300 tebal 6 cm | A.7.1.1.2 (b) | M2 | 273,336 | Rp144.842,00 | Rp39.590.532,91 |
| 4 | Pek. Kanstin Beton (10-18-40) | A.7.1.1.3 (a) | M' | 200,000 | Rp64.057,00 | Rp12.811.400,00 |
| 5 | Pek. Topi Uskup 30 x 6 x 21 tebal 8 cm | DIHITUNG | M2 | 26,664 | Rp304.802,80 | Rp8.127.261,86 |
| | | | | JUMLAH C | Rp64.544.919,77 |
| | | | | JUMLAH A+B+C | Rp100.000.254,58 |
| | | | | DIBULATKAN | Rp100.000.000,00 |
3. Setelah gambar kerja dan rencana anggaran biaya selesai dibuat, saatnya masuk pembuatan Rencana Penggunaan Dana/RPD
| NO. | URAIAN | VOLUME | SATUAN | HARGA | JUMLAH |
|---|
| a | b | e | d | f | g = e x f |
| A | TENAGA | | | | |
| 1 | Pekerja | 90,000 | OH | Rp70.000,00 | Rp6.300.000,00 |
| 2 | Tukang | 110,000 | OH | Rp80.000,00 | Rp8.800.000,00 |
| 3 | Kepala Tukang | 20,000 | OH | Rp90.000,00 | Rp1.800.000,00 |
| | | | JUMLAH A | Rp16.900.000,00 |
| B | BAHAN | | | | |
| 1 | C- 75, 0.8 | 56,000 | m' | Rp14.500,00 | Rp812.000,00 |
| 2 | C- 75, 0.6 | 84,000 | m' | Rp12.500,00 | Rp1.050.000,00 |
| 3 | Baut (Srew driver) | 1.050,000 | Bh | Rp350,00 | Rp367.500,00 |
| 4 | Dynabolt | 60,000 | Bh | Rp3.500,00 | Rp210.000,00 |
| 5 | Reng baja ringan | 135,000 | m' | Rp7.000,00 | Rp945.000,00 |
| 6 | Talang Jurai | 5,000 | m' | Rp48.000,00 | Rp240.000,00 |
| 7 | Atap Spandek Zincalume | 41,000 | m2 | Rp90.000,00 | Rp3.690.000,00 |
| 8 | Screw Cteks 12-4 x 50 | 225,000 | bh | Rp1.200,00 | Rp270.000,00 |
| 9 | Screw Cteks 10 x 16-16 | 100,000 | bh | Rp750,00 | Rp75.000,00 |
| 10 | Pasir Urug | 18,000 | m3 | Rp151.400,00 | Rp2.725.200,00 |
| 11 | Batu Belah Putih | 38,000 | m3 | Rp180.000,00 | Rp6.840.000,00 |
| 12 | Portland Pozzolan Cement / PPC | 3.892,000 | kg | Rp1.350,00 | Rp5.254.200,00 |
| 13 | Pasir Pasang (ex. Bengawan Solo) | 19,000 | m3 | Rp243.300,00 | Rp4.622.700,00 |
| 14 | Tanah Pilihan Grosok (Ex. Tahunan/Prigi) | 75,000 | m3 | Rp175.000,00 | Rp13.125.000,00 |
| 15 | Paving Block tb. 6 cm K.300 | 277,000 | m2 | Rp70.000,00 | Rp19.390.000,00 |
| 16 | Kanstin Beton (10-18-40) | 500,000 | bh | Rp20.000,00 | Rp10.000.000,00 |
| 17 | Topi Uskup 30 x 6 x 21 tebal 6 cm | 667,000 | bh | Rp9.000,00 | Rp6.003.000,00 |
| | | | JUMLAH B | Rp75.619.600,00 |
| C | ALAT | | | | |
| 1 | Sewa Stamper | 1,000 | Ls | Rp2.680.400,00 | Rp2.680.400,00 |
| | | | JUMLAH C | Rp2.680.400,00 |
| D | BOP | | | | |
| 1 | Perjalanan Dinas | 2,000 | OH | Rp100.000,00 | Rp200.000,00 |
| 2 | Banner (Sosialisasi) | 1,000 | Bh | Rp600.000,00 | Rp600.000,00 |
| 3 | Makan Minum (Sosialisasi) | 75,000 | dus | Rp35.000,00 | Rp2.625.000,00 |
| 4 | Snack (Sosialisasi) | 75,000 | dus | Rp15.000,00 | Rp1.125.000,00 |
| 5 | Kertas A4 | 5,000 | rim | Rp50.000,00 | Rp250.000,00 |
| | | | JUMLAH D | Rp4.800.000,00 |
| E | SWADAYA | | | | |
| 1 | Swadaya | 1,000 | Ls | Rp5.000.000,00 | Rp5.000.000,00 |
| | | | JUMLAH E | Rp5.000.000,00 |
| | | | JUMLAH A+B+C+D+E | Rp105.000.000,00 |
| | | | DIBULATKAN | Rp105.000.000,00 |
Untuk pembuatan RPD upah biasanya swakelola sudah dibatasi maksimal anggaran 17% dari pagu rencana anggaran biaya, karena sifatnya swakelola ada penambahan dana swadaya.
Sedangkan volume bahan diperoleh dari volume pekerjaan yang ada di RAB di kalikan dengan koefisien dari kebutuhan bahan yang ada di Analisa Harga Satuan Pekerjaan, untuk pertanggungjawaban satuan bahan yang ada di RPD kita konversikan terlebih dahulu ke dalam satuan yang ada di pasaran toko-toko material, misalnya saja semen/pc di analisa satuannya kg kita konversi harganya sesuai harga toko contoh semen 1 zak = 40 kg, berarti harga kita yg per kg 1.350 untuk masuk pertanggungjawaban kita ubah menjadi 1.350 x 40 = Rp. 54.000,00 :
Dari contoh di atas berikut Analisa yang digunakan sebagai berikut :
ANALISA PEKERJAAN
| A.2.3.1.1 | Menggali 1 m3 Tanah biasa sedalam 1 m' | | | | | |
|---|
| No. | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
| A. | TENAGA | | | | | |
| Pekerja | L.12 | OH | 0,7500 | 70.000,00 | 52.500,00 |
| | | | | | |
| JUMLAH TENAGA KERJA | | | | | 52.500,00 |
| B. | BAHAN | | | | | |
| | | | | | - |
| JUMLAH HARGA BAHAN | | | | | - |
| C. | PERALATAN | | | | | |
| | | | | | - |
| JUMLAH HARGA PERALATAN | | | | | - |
| D. | Jumlah harga tenaga, bahan dan peralatan | | | ( A + B + C ) | | 52.500,00 |
| E. | Overhead & Keuntungan | | | 0,00% | x D | - |
| F. | Harga satuan pekerjaan | | | ( D + E ) | | 52.500,00 |
| | | | | | |
| | | | | | |
| A.2.3.1.4 | Menggali 1 m3 Tanah keras sedalam 1 m' | | | | | |
| No. | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
| A. | TENAGA | | | | | |
| Pekerja | L.12 | OH | 1,0000 | 70.000,00 | 70.000,00 |
| | | | | | |
| JUMLAH TENAGA KERJA | | | | | 70.000,00 |
| B. | BAHAN | | | | | |
| | | | | | - |
| JUMLAH HARGA BAHAN | | | | | - |
| C. | PERALATAN | | | | | |
| | | | | | - |
| JUMLAH HARGA PERALATAN | | | | | - |
| D. | Jumlah harga tenaga, bahan dan peralatan | | | ( A + B + C ) | | 70.000,00 |
| E. | Overhead & Keuntungan | | | 0,00% | x D | - |
| F. | Harga satuan pekerjaan | | | ( D + E ) | | 70.000,00 |
| | | | | | |
| | | | | | |
| A.2.3.1.9 | Pengurukan kembali 1m3 Galian tanah | | | | | |
| No. | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
| A. | TENAGA | | | | | |
| Pekerja | L.12 | OH | 0,2500 | 70.000,00 | 17.500,00 |
| | | | | | |
| JUMLAH TENAGA KERJA | | | | | 17.500,00 |
| B. | BAHAN | | | | | |
| | | | | | - |
| JUMLAH HARGA BAHAN | | | | | - |
| C. | PERALATAN | | | | | |
| | | | | | - |
| JUMLAH HARGA PERALATAN | | | | | - |
| D. | Jumlah harga tenaga, bahan dan peralatan | | | ( A + B + C ) | | 17.500,00 |
| E. | Overhead & Keuntungan | | | 0,00% | x D | - |
| F. | Harga satuan pekerjaan | | | ( D + E ) | | 17.500,00 |
| | | | | | |
| | | | | | |
| A.2.3.1.11 | Pengurukan 1 m3 dengan pasir urug | | | | | |
| No. | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
| | | | | (Rp) | (Rp) |
| A. | TENAGA | | | | | |
| Pekerja | L.12 | OH | 0,3000 | 70.000,00 | 21.000,00 |
| | | | | | |
| JUMLAH TENAGA KERJA | | | | | 21.000,00 |
| B. | BAHAN | | | | | |
| Pasir Urug | | m3 | 1,2000 | 151.400,00 | 181.680,00 |
| JUMLAH HARGA BAHAN | | | | | 181.680,00 |
| C. | PERALATAN | | | | | |
| | | | | | - |
| JUMLAH HARGA PERALATAN | | | | | - |
| D. | Jumlah harga tenaga, bahan dan peralatan | | | ( A + B + C ) | | 202.680,00 |
| E. | Overhead & Keuntungan | | | 0,00% | x D | - |
| F. | Harga satuan pekerjaan | | | ( D + E ) | | 202.680,00 |
| | | | | | |
| | | | | | |
| A.2.3.1.11 (a) | Pengurukan 1 m3 dengan Grosok Tahunan | | | | | |
| No. | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
| | | | | (Rp) | (Rp) |
| A. | TENAGA | | | | | |
| Pekerja | L.12 | OH | 0,3000 | 70.000,00 | 21.000,00 |
| | | | | | |
| JUMLAH TENAGA KERJA | | | | | 21.000,00 |
| B. | BAHAN | | | | | |
| Tanah Pilihan Grosok (Ex. Tahunan/Prigi) | | m3 | 1,2000 | 175.000,00 | 210.000,00 |
| JUMLAH HARGA BAHAN | | | | | 210.000,00 |
| C. | PERALATAN | | | | | |
| | | | | | - |
| JUMLAH HARGA PERALATAN | | | | | - |
| D. | Jumlah harga tenaga, bahan dan peralatan | | | ( A + B + C ) | | 231.000,00 |
| E. | Overhead & Keuntungan | | | 0,00% | x D | - |
| F. | Harga satuan pekerjaan | | | ( D + E ) | | 231.000,00 |
| | | | | | |
| | | | | | |
| A.3.2.1 | HARGA SATUAN PEKERJAAN PONDASI | | | | | |
| A.3.2.1.4 | Pemasangan 1 m3 Pondasi batu belah dgn campuran 1 PPC : 6 PP | | | | | |
| No. | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
| | | | | (Rp) | (Rp) |
| A. | TENAGA | | | | | |
| Pekerja | L.12 | OH | 1,5000 | 70.000,00 | 105.000,00 |
| Tukang Batu | L.15 | OH | 0,7500 | 80.000,00 | 60.000,00 |
| Kepala Tukang Batu | L.02 | OH | 0,0750 | 90.000,00 | 6.750,00 |
| | | | | | |
| JUMLAH TENAGA KERJA | | | | | 171.750,00 |
| B. | BAHAN | | | | | |
| Batu Belah Putih | | m3 | 1,2000 | 180.000,00 | 216.000,00 |
| Portland Pozzolan Cement / PPC | | kg | 117,0000 | 1.350,00 | 157.950,00 |
| Pasir Pasang (ex. Bengawan Solo) | | m3 | 0,5610 | 243.300,00 | 136.491,30 |
| JUMLAH HARGA BAHAN | | | | | 510.441,30 |
| C. | PERALATAN | | | | | |
| | | | | | - |
| JUMLAH HARGA PERALATAN | | | | | - |
| D. | Jumlah harga tenaga, bahan dan peralatan | | | ( A + B + C ) | | 682.191,30 |
| E. | Overhead & Keuntungan | | | 0,00% | x D | - |
| F. | Harga satuan pekerjaan | | | ( D + E ) | | 682.191,30 |
| | | | | | |
| | | | | | |
| A.4.4.2 | HARGA SATUAN PEKERJAAN PLESTERAN | | | | | |
| A.4.4.2.5(a) | Pemasangan 1 m2 Plesteran dgn campuran 1PPC : 5PP tebal 15 mm | | | | | |
| No. | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
| | | | | (Rp) | (Rp) |
| A. | TENAGA | | | | | |
| Pekerja | L.12 | OH | 0,3000 | 70.000,00 | 21.000,00 |
| Tukang Batu | L.15 | OH | 0,1500 | 80.000,00 | 12.000,00 |
| Kepala Tukang Batu | L.02 | OH | 0,0150 | 90.000,00 | 1.350,00 |
| | | | | | |
| JUMLAH TENAGA KERJA | | | | | 34.350,00 |
| B. | BAHAN | | | | | |
| Portland Pozzolan Cement / PPC | | kg | 5,1840 | 1.350,00 | 6.998,40 |
| Pasir Pasang (ex. Bengawan Solo) | | m3 | 0,0260 | 243.300,00 | 6.325,80 |
| JUMLAH HARGA BAHAN | | | | | 13.324,20 |
| C. | PERALATAN | | | | | |
| | | | | | - |
| JUMLAH HARGA PERALATAN | | | | | - |
| D. | Jumlah harga tenaga, bahan dan peralatan | | | ( A + B + C ) | | 47.674,20 |
| E. | Overhead & Keuntungan | | | 0,00% | x D | - |
| F. | Harga satuan pekerjaan | | | ( D + E ) | | 47.674,20 |
| | | | | | |
| | | | | | |
| A.4.4.2.27 | Pemasangan 1 m2 Acian | | | | | |
| No. | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
| | | | | (Rp) | (Rp) |
| A. | TENAGA | | | | | |
| Pekerja | L.12 | OH | 0,2000 | 70.000,00 | 14.000,00 |
| Tukang Batu | L.15 | OH | 0,1000 | 80.000,00 | 8.000,00 |
| Kepala Tukang Batu | L.02 | OH | 0,0100 | 90.000,00 | 900,00 |
| | | | | | |
| JUMLAH TENAGA KERJA | | | | | 22.900,00 |
| B. | BAHAN | | | | | |
| Portland Pozzolan Cement / PPC | | kg | 3,2500 | 1.350,00 | 4.387,50 |
| JUMLAH HARGA BAHAN | | | | | 4.387,50 |
| C. | PERALATAN | | | | | |
| | | | | | - |
| JUMLAH HARGA PERALATAN | | | | | - |
| D. | Jumlah harga tenaga, bahan dan peralatan | | | ( A + B + C ) | | 27.287,50 |
| E. | Overhead & Keuntungan | | | 0,00% | x D | - |
| F. | Harga satuan pekerjaan | | | ( D + E ) | | 27.287,50 |
| | | | | | |
| | | | | | |
| A.7.1.1 | HARGA SATUAN PEKERJAAN JALAN LINGKUNGAN | | | | | |
| A.7.1.1.2 (b) | 1 m2 Pasang Paving Block tebal 6 cm K.300 | | | | | |
| No. | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
| | | | | (Rp) | (Rp) |
| A. | TENAGA | | | | | |
| Pekerja | L.12 | OH | 0,5000 | 70.000,00 | 35.000,00 |
| Tukang Batu | L.15 | OH | 0,5000 | 80.000,00 | 40.000,00 |
| Kepala Tukang Batu | L.02 | OH | 0,0500 | 90.000,00 | 4.500,00 |
| | | | | | |
| JUMLAH TENAGA KERJA | | | | | 79.500,00 |
| B. | BAHAN | | | | | |
| Paving Block tb. 6 cm K.300 | | m2 | 1,0100 | 57.200,00 | 57.772,00 |
| Pasir Urug | | m3 | 0,0500 | 151.400,00 | 7.570,00 |
| JUMLAH HARGA BAHAN | | | | | 65.342,00 |
| C. | PERALATAN | | | | | |
| | | | | | - |
| JUMLAH HARGA PERALATAN | | | | | - |
| D. | Jumlah harga tenaga, bahan dan peralatan | | | ( A + B + C ) | | 144.842,00 |
| E. | Overhead & Keuntungan | | | 0,00% | x D | - |
| F. | Harga satuan pekerjaan | | | ( D + E ) | | 144.842,00 |
| | | | | | |
| | | | | | |
| A.7.1.1.3 (a) | 1 m' Pasang Kanstin Beton (10-18-40) | | | | | |
| No. | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
| | | | | (Rp) | (Rp) |
| A. | TENAGA | | | | | |
| Pekerja | L.12 | OH | 0,1375 | 70.000,00 | 9.625,00 |
| Tukang Batu | L.15 | OH | 0,0375 | 80.000,00 | 3.000,00 |
| Kepala Tukang Batu | L.02 | OH | 0,0075 | 90.000,00 | 675,00 |
| | | | | | |
| JUMLAH TENAGA KERJA | | | | | 13.300,00 |
| B. | BAHAN | | | | | |
| Kanstin Beton (10-18-40) | | bh | 2,5000 | 20.000,00 | 50.000,00 |
| Pasir Urug | | m3 | 0,0050 | 151.400,00 | 757,00 |
| JUMLAH HARGA BAHAN | | | | | 50.757,00 |
| C. | PERALATAN | | | | | |
| | | | | | - |
| JUMLAH HARGA PERALATAN | | | | | - |
| D. | Jumlah harga tenaga, bahan dan peralatan | | | ( A + B + C ) | | 64.057,00 |
| E. | Overhead & Keuntungan | | | 0,00% | x D | - |
| F. | Harga satuan pekerjaan | | | ( D + E ) | | 64.057,00 |
| | | | | | |
| | | | | | |
| DIHITUNG | 1 m2 Pasang Uskup 30 x 6 x 21 tebal 6 cm | | | | | |
| No. | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
| | | | | (Rp) | (Rp) |
| A. | TENAGA | | | | | |
| Pekerja | L.12 | OH | 0,5000 | 70.000,00 | 35.000,00 |
| Tukang Batu | L.15 | OH | 0,5000 | 80.000,00 | 40.000,00 |
| Kepala Tukang Batu | L.02 | OH | 0,0500 | 90.000,00 | 4.500,00 |
| | | | | | |
| JUMLAH TENAGA KERJA | | | | | 79.500,00 |
| B. | BAHAN | | | | | |
| Topi Uskup 30 x 6 x 21 tebal 6 cm | | bh | 25,0000 | 9.000,00 | 225.000,00 |
| Pasir Urug | | m3 | 0,0020 | 151.400,00 | 302,80 |
| JUMLAH HARGA BAHAN | | | | | 225.302,80 |
| C. | PERALATAN | | | | | |
| | | | | | - |
| JUMLAH HARGA PERALATAN | | | | | - |
| D. | Jumlah harga tenaga, bahan dan peralatan | | | ( A + B + C ) | | 304.802,80 |
| E. | Overhead & Keuntungan | | | 0,00% | x D | - |
| F. | Harga satuan pekerjaan | | | ( D + E ) | | 304.802,80 |
| | | | | | |
| | | | | | |
| HIT.01 | 1 m2 Pasang Atap Galfalum | | | | | |
| No. | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
| | | | | (Rp) | (Rp) |
| A. | TENAGA | | | | | |
| Pekerja | L.12 | OH | 0,0200 | 70.000,00 | 1.400,00 |
| Tukang | L.14 | OH | 0,0800 | 80.000,00 | 6.400,00 |
| Kepala Tukang | L.01 | OH | 0,0100 | 90.000,00 | 900,00 |
| | | | | | |
| JUMLAH TENAGA KERJA | | | | | 8.700,00 |
| B. | BAHAN | | | | | |
| Atap Spandek Zincalume | | m2 | 1,1000 | 90.000,00 | 99.000,00 |
| Screw Cteks 12-4 x 50 | | bh | 6,0000 | 1.200,00 | 7.200,00 |
| Screw Cteks 10 x 16-16 | | bh | 2,0000 | 750,00 | 1.500,00 |
| JUMLAH HARGA BAHAN | | | | | 107.700,00 |
| C. | PERALATAN | | | | | |
| | | | | | - |
| JUMLAH HARGA PERALATAN | | | | | - |
| D. | Jumlah harga tenaga, bahan dan peralatan | | | ( A + B + C ) | | 116.400,00 |
| E. | Overhead & Keuntungan | | | 0,00% | x D | - |
| F. | Harga satuan pekerjaan | | | ( D + E ) | | 116.400,00 |
| | | | | | |
| | | | | | |
| HIT.02 | Pemasangan 1 M2 Pasang Kuda-Kuda Baja Ringan + Reng Atap Galvalum | | | | | |
| No. | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
| | | | | (Rp) | (Rp) |
| A. | TENAGA | | | | | |
| Pekerja | L.12 | OH | 0,2500 | 70.000,00 | 17.500,00 |
| Tukang | L.14 | OH | 0,4500 | 80.000,00 | 36.000,00 |
| Kepala Tukang | L.01 | OH | 0,0100 | 90.000,00 | 900,00 |
| | | | | | |
| JUMLAH TENAGA KERJA | | | | | 54.400,00 |
| B. | BAHAN | | | | | |
| C- 75, 0.8 | | m' | 1,4880 | 14.500,00 | 21.576,00 |
| C- 75, 0.6 | | m' | 2,2320 | 12.500,00 | 27.900,00 |
| Baut (Srew driver) | | Bh | 28,0000 | 350,00 | 9.800,00 |
| Dynabolt | | Bh | 1,6000 | 3.500,00 | 5.600,00 |
| Reng baja ringan | | m' | 3,6000 | 7.000,00 | 25.200,00 |
| Talang Jurai | | m' | 0,1240 | 48.000,00 | 5.952,00 |
| JUMLAH HARGA BAHAN | | | | | 96.028,00 |
| C. | PERALATAN | | | | | |
| | | | | | - |
| JUMLAH HARGA PERALATAN | | | | | - |
| D. | Jumlah harga tenaga, bahan dan peralatan | | | ( A + B + C ) | | 150.428,00 |
| E. | Overhead & Keuntungan | | | 0,00% | x D | - |
| F. | Harga satuan pekerjaan | | | ( D + E ) | | 150.428,00 |
*catatan upah mandor dihilangkan karena pekerjaan ini sifatnya swakelola dan overhead & keuntungan di nol kan
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