Halaman ini menampilkan estimasi biaya awal berdasarkan hasil analisa Kalkulator Pompa Banjir untuk membantu studi awal, pembandingan alternatif, dan diskusi teknis internal.
Versi Trial - Update 15 April 2026| Family Pompa | submersible_general |
| Mode Maintenance | indoor_full_lift_monorail |
| Diameter Nominal | 300 mm |
| Panjang Bangunan | 15,50 m |
| Lebar Bangunan | 10,00 m |
| Tinggi Bangunan | 8,45 m |
| Panjang Wet Well | 9,50 m |
| Lebar Wet Well | 4,00 m |
| Kedalaman Wet Well | 4,50 m |
| Jumlah Kolom | 8 |
| Panjang Total Balok | 86,50 m |
| Total Beton | 110,37 m³ |
| Total Tulangan | 14.962,30 kg |
| Total Tulangan | 14,96 ton |
| Total Bekisting | 467,85 m² |
| Total Dinding Non-Struktur | 370,15 m² |
| Sinkronisasi RAB | Aktif |
| Rating Motor per Unit | 239,92 kW |
| Daya Total Operasi | 479,84 kW |
| LVMDP | 1.250 A |
| MCC | 1.000 A |
| Trafo Rekomendasi | 800,00 kVA |
| Genset Rekomendasi | 800,00 kVA |
| Kabel Daya | 1.260 mm² / 99 m |
| Kabel Kontrol | 137 m |
| Pompa Utama / unit | 4.824.000.000 |
| Hoist / set | 509.552.191 |
| LVMDP / unit | 382.130.820 |
| MCC / unit | 193.250.000 |
| Trafo / unit | 492.198.926 |
| Genset / unit | 1.180.000.000 |
| Total RAB | 26.599.767.356 |
| No | Item Pekerjaan | Kode AHSP | Volume | Satuan | Harga Satuan (Rp.) | Jumlah (Rp.) |
|---|---|---|---|---|---|---|
| 1.1 | Pengukuran dan setting out | 1,00 | ls | 23.500.000 | 23.500.000 | |
| 1.2 | Direksi keet / gudang sementara / fasilitas kerja | 1,00 | ls | 180.000.000 | 180.000.000 | |
| 1.3 | Pagar pengaman sementara area kerja | 100,00 | m | 325.000 | 32.500.000 | |
| 1.4 | Mobilisasi dan demobilisasi peralatan | 1,00 | ls | 210.000.000 | 210.000.000 | |
| 1.5 | Saluran sementara | A.1.08.2c.2 | 1,00 | ls | 5.000.000 | 5.000.000 |
| Subtotal | 451.000.000 | |||||
| No | Item Pekerjaan | Kode AHSP | Volume | Satuan | Harga Satuan (Rp.) | Jumlah (Rp.) |
|---|---|---|---|---|---|---|
| 2.1 | Pembersihan dan pengupasan permukaan tanah (striping) s.d. tanaman Ø 2 cm | A.1.01.a.1 | 310,00 | m2 | 12.500 | 3.875.000 |
| 2.2 | Pembabadan rumput | A.1.01.b2.1 | 310,00 | m2 | 8.500 | 2.635.000 |
| 2.3 | Galian tanah biasa rumah pompa | 241,20 | m3 | 95.000 | 22.914.000 | |
| 2.4 | Pembuangan hasil galian | 209,00 | m3 | 65.000 | 13.585.000 | |
| 2.5 | Timbunan kembali dan perapihan | 52,25 | m3 | 70.000 | 3.657.500 | |
| 2.6 | Pasir bedding / alas kerja | 15,50 | m3 | 325.000 | 5.037.500 | |
| 2.7 | Pasir urug | 18,29 | m3 | 300.000 | 5.486.250 | |
| 2.8 | Pemadatan timbunan | 52,25 | m3 | 45.000 | 2.351.250 | |
| 2.9 | Dewatering selama konstruksi | 1,00 | ls | 15.000.000 | 15.000.000 | |
| 2.10 | Kistdam karung pasir / geobag / pengaman galian | 810,00 | buah | 22.000 | 17.820.000 | |
| 2.11 | Pompa dewatering 30 l/det | 2,00 | buah | 650.000 | 1.300.000 | |
| Subtotal | 93.661.500 | |||||
| No | Item Pekerjaan | Kode AHSP | Volume | Satuan | Harga Satuan (Rp.) | Jumlah (Rp.) |
|---|---|---|---|---|---|---|
| 3.1 | Lantai kerja beton fc 10 MPa | 7,75 | m3 | 1.150.000 | 8.912.500 | |
| 3.2 | Beton struktur fc 25 MPa | 102,62 | m3 | 1.550.000 | 159.061.000 | |
| 3.3 | Pembesian | 14.962,30 | kg | 18.500 | 276.802.550 | |
| 3.4 | Bekisting fondasi / base slab | 41,80 | m2 | 210.000 | 8.778.000 | |
| 3.5 | Bekisting dinding | 243,00 | m2 | 225.000 | 54.675.000 | |
| 3.6 | Bekisting pelat atas | 155,00 | m2 | 220.000 | 34.100.000 | |
| 3.7 | Bekisting balok/kolom/pedestal | 224,85 | m2 | 215.000 | 48.342.750 | |
| 3.8 | Benching dasar wet well | 5,70 | m3 | 1.450.000 | 8.265.000 | |
| 3.9 | Pedestal dudukan peralatan | 2,40 | m3 | 1.650.000 | 3.960.000 | |
| 3.10 | Joint filler / waterstop / sealant sambungan | 0,25 | m3 | 2.400.000 | 600.000 | |
| 3.11 | Grouting sambungan / base plate | 0,15 | m3 | 1.850.000 | 277.500 | |
| Subtotal | 603.774.300 | |||||
| No | Item Pekerjaan | Kode AHSP | Volume | Satuan | Harga Satuan (Rp.) | Jumlah (Rp.) |
|---|---|---|---|---|---|---|
| 4.1 | Dinding bata ringan/bata merah | 370,15 | m2 | 245.000 | 90.686.750 | |
| 4.2 | Plesteran trasram | 42,53 | m2 | 85.000 | 3.614.625 | |
| 4.3 | Plesteran biasa | 740,30 | m2 | 70.000 | 51.821.000 | |
| 4.4 | Acian | 740,30 | m2 | 35.000 | 25.910.500 | |
| 4.5 | Waterproofing | 38,00 | m2 | 95.000 | 3.610.000 | |
| 4.6 | Tangga dan bordes | 15,21 | m2 | 550.000 | 8.365.500 | |
| 4.7 | Railing/pagar tangga | 10,14 | m2 | 275.000 | 2.788.500 | |
| 4.8 | Pintu rumah pompa | 4,00 | m2 | 1.650.000 | 6.600.000 | |
| 4.9 | Jendela / rooster ventilasi | 4,00 | unit | 550.000 | 2.200.000 | |
| 4.10 | Rangka atap dan penutup atap | 170,50 | m2 | 450.000 | 76.725.000 | |
| 4.11 | Finishing lantai | 117,00 | m2 | 185.000 | 21.645.000 | |
| 4.12 | Pengecatan | 861,90 | m2 | 45.000 | 38.785.500 | |
| Subtotal | 332.752.375 | |||||
| No | Item Pekerjaan | Kode AHSP | Volume | Satuan | Harga Satuan (Rp.) | Jumlah (Rp.) |
|---|---|---|---|---|---|---|
| 5.1 | Pipa inlet / saluran masuk | 7,13 | m | 950.000 | 6.768.750 | |
| 5.2 | Pipa suction / kolom isap | 6,00 | m | 1.100.000 | 6.600.000 | |
| 5.3 | Pipa discharge internal | 12,00 | m | 1.250.000 | 15.000.000 | |
| 5.4 | Header / manifold discharge | 6,00 | m | 1.450.000 | 8.700.000 | |
| 5.5 | Pipa baja discharge DN 300 | 30,00 | m | 1.350.000 | 40.500.000 | |
| 5.6 | Pemasangan pipa baja discharge DN 300 | 30,00 | m | 325.000 | 9.750.000 | |
| 5.7 | Reducer / increaser | 3,00 | buah | 1.850.000 | 5.550.000 | |
| 5.8 | Elbow / tee / flange / accessories | 9,00 | buah | 2.250.000 | 20.250.000 | |
| 5.9 | Dismantling joint | 3,00 | buah | 4.500.000 | 13.500.000 | |
| 5.10 | Check valve | 3,00 | buah | 6.500.000 | 19.500.000 | |
| 5.11 | Gate valve / butterfly valve | 3,00 | buah | 7.250.000 | 21.750.000 | |
| 5.12 | Air valve | 1,00 | buah | 4.750.000 | 4.750.000 | |
| 5.13 | Pipa drain | 15,50 | m | 175.000 | 2.712.500 | |
| 5.14 | Pipa vent | 6,00 | m | 225.000 | 1.350.000 | |
| 5.15 | Bar screen / trash rack | 14,38 | m2 | 172.500.000 | 2.479.687.500 | |
| 5.16 | Ambang ukur / sill | 2,00 | m | 650.000 | 1.300.000 | |
| 5.17 | Pipa suling / drain minor | 8,00 | m | 175.000 | 1.400.000 | |
| Subtotal | 2.659.068.750 | |||||
| No | Item Pekerjaan | Kode AHSP | Volume | Satuan | Harga Satuan (Rp.) | Jumlah (Rp.) |
|---|---|---|---|---|---|---|
| 6.1 | Pengadaan dan pemasangan pompa banjir utama | 2,00 | unit | 4.824.000.000 | 9.648.000.000 | |
| 6.2 | Pengadaan pompa cadangan / standby | 1,00 | unit | 4.824.000.000 | 4.824.000.000 | |
| 6.3 | Pengadaan dan pemasangan pompa drainase lokal / sump pump | 1,00 | unit | 16.500.000 | 16.500.000 | |
| 6.4 | Paket mekanikal perpipaan pompa / fitting internal | 3,00 | set | 275.000.000 | 825.000.000 | |
| 6.5 | Monorail / electric hoist crane / hoist beam | 1,00 | set | 509.552.191 | 509.552.191 | |
| 6.6 | Exhaust fan / blower ventilasi mekanis | 2,00 | unit | 4.500.000 | 9.000.000 | |
| 6.7 | Genset cadangan | 1,00 | unit | 1.180.000.000 | 1.180.000.000 | |
| 6.8 | Tangki BBM harian genset | 1,00 | unit | 100.000.000 | 100.000.000 | |
| 6.9 | Sistem exhaust genset / muffler | 1,00 | set | 9.500.000 | 9.500.000 | |
| 6.10 | Pemasangan profil siku, IWF, INP, UNP atau pipa | A.2.08.6a | 360,00 | kg | 28.500 | 10.260.000 |
| 6.11 | Perakitan konstruksi besi/baja | A.2.08.6b | 360,00 | kg | 12.000 | 4.320.000 |
| 6.12 | Baut Ø 10 mm – 5 cm | A.1.08.6l | 48,00 | buah | 15.000 | 720.000 |
| 6.13 | Rubber joint | A.1.08.7 | 2,00 | m2 | 350.000 | 700.000 |
| Subtotal | 17.137.552.191 | |||||
| No | Item Pekerjaan | Kode AHSP | Volume | Satuan | Harga Satuan (Rp.) | Jumlah (Rp.) |
|---|---|---|---|---|---|---|
| 7.1 | Panel utama / LVMDP + ATS/AMF | 1,00 | unit | 382.130.820 | 382.130.820 | |
| 7.2 | Panel kontrol pompa / MCC | 1,00 | unit | 193.250.000 | 193.250.000 | |
| 7.3 | Trafo ke PLN | 1,00 | unit | 492.198.926 | 492.198.926 | |
| 7.4 | PLC / RTU / panel otomasi | 1,00 | unit | 95.000.000 | 95.000.000 | |
| 7.5 | Kabel daya utama | 99,40 | m | 185.000 | 18.389.000 | |
| 7.6 | Kabel kontrol | 136,60 | m | 65.000 | 8.879.000 | |
| 7.7 | Cable tray / support kabel | 92,54 | m | 145.000 | 13.418.300 | |
| 7.8 | Sensor level | 5,00 | unit | 144.411.000 | 722.055.000 | |
| 7.9 | Pressure gauge / transmitter | 3,00 | unit | 1.500.000 | 4.500.000 | |
| 7.10 | Flow meter | 1,00 | unit | 18.500.000 | 18.500.000 | |
| 7.11 | kWh meter / power meter | 1,00 | unit | 4.500.000 | 4.500.000 | |
| 7.12 | Sistem grounding | 1,00 | ls | 22.857.120 | 22.857.120 | |
| 7.13 | Penangkal petir | 1,00 | set | 18.975.000 | 18.975.000 | |
| 7.14 | Lampu penerangan dalam bangunan | 8,00 | titik | 650.000 | 5.200.000 | |
| 7.15 | Lampu penerangan luar bangunan | 4,00 | titik | 850.000 | 3.400.000 | |
| 7.16 | Stop kontak daya servis maintenance | 4,00 | titik | 450.000 | 1.800.000 | |
| 7.17 | Alarm lokal dan indikator operasi | 1,00 | set | 9.000.000 | 9.000.000 | |
| Subtotal | 2.014.053.166 | |||||
| No | Item Pekerjaan | Kode AHSP | Volume | Satuan | Harga Satuan (Rp.) | Jumlah (Rp.) |
|---|---|---|---|---|---|---|
| 8.1 | Jalan akses operasional | 80,00 | m2 | 325.000 | 26.000.000 | |
| 8.2 | Saluran drainase halaman | 30,00 | m | 350.000 | 10.500.000 | |
| 8.3 | Pagar permanen dan gerbang | 40,00 | m | 1.950.000 | 78.000.000 | |
| 8.4 | Gerbang | 1,00 | unit | 55.000.000 | 55.000.000 | |
| 8.5 | Landscaping sederhana | 44,00 | m2 | 195.000 | 8.580.000 | |
| Subtotal | 178.080.000 | |||||
| No | Item Pekerjaan | Kode AHSP | Volume | Satuan | Harga Satuan (Rp.) | Jumlah (Rp.) |
|---|---|---|---|---|---|---|
| 9.1 | Pembuatan dokumen penerapan SMKK (RKK, RMPK, RKPPL, RMLLP) | 1,00 | buah | 5.000.000 | 5.000.000 | |
| 9.2 | Pembuatan prosedur dan instruksi kerja SMKK | 1,00 | buah | 2.500.000 | 2.500.000 | |
| 9.3 | Penyusunan pelaporan penerapan SMKK | 1,00 | buah | 2.500.000 | 2.500.000 | |
| 9.4 | Safety induction | 2,00 | buah | 750.000 | 1.500.000 | |
| 9.5 | Safety briefing | 24,00 | buah | 500.000 | 12.000.000 | |
| 9.6 | Safety talk / toolbox meeting | 48,00 | buah | 500.000 | 24.000.000 | |
| 9.7 | Pelatihan awareness keselamatan konstruksi | 1,00 | buah | 2.500.000 | 2.500.000 | |
| 9.8 | Simulasi tanggap darurat | 1,00 | buah | 3.500.000 | 3.500.000 | |
| 9.9 | Spanduk / banner keselamatan konstruksi | 3,00 | buah | 350.000 | 1.050.000 | |
| 9.10 | Poster / leaflet / brosur K3 | 10,00 | buah | 150.000 | 1.500.000 | |
| 9.11 | Papan informasi proyek & keselamatan | 1,00 | buah | 1.500.000 | 1.500.000 | |
| 9.12 | Alat pelindung kerja (APK) | 1,00 | ls | 7.500.000 | 7.500.000 | |
| 9.13 | Alat pelindung diri (APD) | 1,00 | ls | 15.000.000 | 15.000.000 | |
| 9.14 | Asuransi dan jaminan terkait keselamatan kerja | 1,00 | ls | 12.500.000 | 12.500.000 | |
| 9.15 | Petugas keselamatan konstruksi | 6,00 | org/bln | 9.000.000 | 54.000.000 | |
| 9.16 | Petugas tanggap darurat / P3K | 6,00 | org/bln | 7.000.000 | 42.000.000 | |
| 9.17 | Peralatan P3K | 2,00 | buah | 850.000 | 1.700.000 | |
| 9.18 | Ambulans / kerja sama fasilitas kesehatan | 1,00 | ls | 7.500.000 | 7.500.000 | |
| 9.19 | Rambu petunjuk, larangan, peringatan, kewajiban, informasi | 20,00 | buah | 250.000 | 5.000.000 | |
| 9.20 | Lampu darurat / lampu peringatan / rotary lamp | 6,00 | buah | 450.000 | 2.700.000 | |
| 9.21 | APAR | 4,00 | buah | 550.000 | 2.200.000 | |
| 9.22 | Kartu identitas pekerja | 20,00 | buah | 35.000 | 700.000 | |
| 9.23 | Patroli keselamatan konstruksi | 24,00 | buah | 750.000 | 18.000.000 | |
| 9.24 | Audit internal SMKK | 1,00 | buah | 3.500.000 | 3.500.000 | |
| 9.25 | Pengujian lingkungan (air, udara, kebisingan, getaran) | 1,00 | ls | 45.000.000 | 45.000.000 | |
| 9.26 | CCTV keselamatan / keamanan | 2,00 | buah | 2.500.000 | 5.000.000 | |
| Subtotal | 279.850.000 | |||||
| Jumlah Subtotal | 23.749.792.282 |
| PPN 12% | 2.849.975.074 |
| Total RAB | 26.599.767.356 |