OPPERHITUNGANRENCANA ANGGARAN BIAYA (RAB) PELAKSANAANUNTUK BANGUNAN RUMAH TINGGALKlik aja pilihan mu

INPUT DAFTAR HAGRA BAHAN DAN UPAHINPUT VOLUME PEKERJAANINFORMASIPerhitungan Pekerja

INFOINFORMASIAgar hasil dapat sesuai dengan yang diinginkan, dimohon untuk tidak menghilangkan/menghapus data-data yang telah ada.Jika jenis konstruksi tidak terdapat dalam pelaksanaan pembangunan, anda dapat meng_HIDE row atau cell pada bagian tersebut untuk meminimalkanjumlah print out.SEBELUM MELAKUKAN PRINT OUT HARAP CEK ULANG SELURUH DATA YANG ADA.Daftar HargaUntuk mempermudah pengaksesan, masukkan harga material/bahan dan upah pekerja sesuai dengan daftar yang telah disediakan.Jika anda memasukkan jenis material baru pada daftar harga bahan dan satuan upah, maka material tersebut tidak akan terdeteksi pada sistem range.Volume PekerjaanMasukkan volume pekerjaan sesuai dengan jenis pekerjaan dalam daftar yang telah disediakan.Jika terdapat jenis pekerjaan baru, maka anda harus me_rang sendiri dengan membuat hubungan-hubungan antar sheetsesuai dengan metode yang ada dan menggunakan analisa yang benar. Hingga akhirnya pekerjaan tersebut dapat termuat muali dari harga satuan pekerjaansampai dengan daftar rekapitulasi sesuai dengan jenis pekerjaan.Harga Satuan PekerjaanHarga satuan pekerjaan merupakan perkalian antara koefesien tiap satuan pekerjaan dengan harga bahan dan upah kerja per satuan pekerjaan.Pada daftar satuan pekerjaan, koefesien yang ada diambil dari analisa yang telah dilakukan dan berdasarkan SNI No 03-2835-2002 Edisi Revisi.Jika terdapat perubahan pada sheet volume pekerjaan atau harga bahan dan upah, maka secara otomatis nilai harga satuan pekerjaan akan berubahsesuai dengan ketetapan yang telah dibuat.Jika memang terdapat jenis pekerjaan baru atau analisa yang digunakan sudah tidak sesuai dengan keadaan, maka pengguna dapat memanfaatkan data yangada dengan mengganti koefesien dari tiap-tiap satuan pekerjaan sesuai dengan ketentuan yang ingin digunakan.RAB (Rencana Anggaran Biaya)RAB merupakan nilai/harga dari masing-masing item pekerjaan, yang diperoleh dengan cara mengalikan volume pekerjaan dengan harga satuan pekerjaan.Jika terdapat perubahan pada sheet volume pekerjaan/harga bahan dan upah/harga satuan pekerjaan, maka secara otomatis nilai RABpun akan berubah sesuaidata-data yang baru.RekapitulasiRekapitulasi adalah harga keseluruhan nilai pekerjaan, tanpa memasukkan pajak bangunan.Nilai Rekapitulasi secara otomatis akan mengikuti perubahan-perubahan yang dilakukan pada sheet-sheet yang lain.Volume Material KeseluruhanVolume material keseluruhan merupakan jumlah banyaknya material/bahan yang akan digunakan dalam penyelesaian pelaksanaan pembangunan.Jika terjadi perubahan pada jenis material yang digunakan, maka anda harus melakukan penghitungan ulang ada sheet ini untuk penyesuaian.Sebelum melakukan print out pada seet ini, sebaiknya anda mengcek ulang seluruh data yang ada.Time Schedule dan Kurva STime Schedule dan Kurva "S" pada sheet ini telah terhubung secara langung dengan sheet rekapitulasi.Kurva "S" akan berubah mengikuti data-data terbaru, dan jika kurva S yang ada tidak membentuk kurva yang baik lagi, maka anda dapatmelakukan penyesuaian ulang dengan cara membagi presentasi bobot pekerjaan per minggu hingga membentuk kurva yang sesuai.Jumlah minggu pada time schedule tidak dapat berubah secara langsung, sehingga jika rencana pelaksanaan pembangunan berubah, maka anda harusmengulang perhitungan yang ada.Perhitungan Kebutuhan TulanganUntuk menesuaikan perhitungan dengan kebutuhan yang sebenarnya, maka pada sheet ini anda diharapkan dapat mengisi sendiri diameter tulangan danbanyaknya tulangan yang digunakan pada kolom yang berwarna hjau. Dengan demikian data-data yang baru tersebut akan memperbaharui/menggantidata-data yang terdahulu pada sheet harga satuan pekerjaan.Angka "1" pada perhitungan tulangan pokok dan 15 pada perhitungan tulangan begel/sengkang memiliki arti bahwa jenis konstrruksi tersebuttidak digunakan pada pelaksanaan pembangunan.Namun anda tetap data-data yang ada telah terhubung langsung pada sheet harga satuan pekerjaan,sehingga anda dapat menggunakannya dengan cara seperti pada poin sebelumnya.Jika angka pada kolom yang berwarna merah muda tidak terdeteksi, anda dapat mengisikan sendiri nilai dari berat tulangan per meter panjang dari diametertulangan yang anda gunakan sesuai dengan ketentuan yang ada.Perhitungan Kebutuhan PekerjaPerhitungan kebutuhan pekerja digunakan untuk menentukan lamanya pelaksanaan pekerjaan yang menjadi acuan untuk membuat time schedule.Pada sheet perhitungan kebutuhan pekerjaterdapat dua bagian, yaitu bagian perhitungan banyaknya jumlah tenaga kerja yang dibutuhkan dan bagianperhitungan jumlah hari untuk menyelesaikan pekerjaan.Perhitungan Banyaknya Jumlah Tenaga Kerja.Pada bagai perhitungan jumlah tenaga kerja anda dapat merencanakan sendiri lamanya pelaksanaaan pekerjaan (dalam hari) pada kolom yang berwarnamerah muda (kolom "e").Simbol dengan hurup P, T,KT, dan M memiliki arti Pekerja, Tukang, Kepala Tukang dan Mandor.Kolom yang berwarna hijau muda adalah pembulatan dari nilai yang ada pada kolom disebelahnya (kolom "f"), hal ini dilakukan untuk penyesuaian tenagakerja.Jika kolom mengeluarka hurup #DIV/0!, artinya anda tidak memasukkan rencana lamanya hari yang dibutukan untuk penyelesaian pekerjaan pada kolom e.Denga demikian dapat diartikan bawa jenis konstruksi tersebut tidak terdapat dalam pelaksanaan pembangunan.Perhitungan Jumlah Hari Untuk Menyelesaikan PekerjaanBagian ini berisikan time schedule harian yang telah disesuaikan dengan perhitungan jumlah tenaga kerja. Pada bagian ini tidak terdapat koneksi antara sheetmaupun cell, sehingga apabila terjadi perubahan hari/lamanya pelaksanaan pekerjaan maka anda harus merencanakan waktu pelaksanaan dari awal secaramanual.KEEP SMILE..

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hit volURAIAN PEKERJAANI. PEKERJAAN PONDASI1.1.Pekerjaan Persiapan1.1.1. Pembersihan Lapangan1.1.2. Pemasangan Bouplank/Pengukuran1.1.3. Pengadaan Air Kerja1.1.4. Pembuatan Gudang Semen dan Alat1.1.5. Dereksi Keet1.2.Pekerjaan Galian1.2.1. Galian Tanah Biasa 1 Meter1.2.2. Galian Tanah Biasa 2 Meter1.2.3. Galian Tanah Biasa 3 Meter1.2.4. Galian Tanah Keras 1 Meter1.2.5. Galian Tanah Cadas 1 Meter1.2.6. Galian Tanah Lumpur 1 Meter1.2.7. Urugan Kembali Galian1.2.8. Pemadatan Tanah1.3.Pemasangan Pondasi Batu Kali1.3.1. Urugan Pasir Bawah Pondasi1.3.2. Pasangan Pondasi Batu Kosong1.3.3. Pasangan Pondasi Batu KaliII. PEKERJAAN BETON2.1.Beton Bertulang2.1.1. Sloof 15 x 202.1.2. Pondasi Plat2.1.2. Kolom 15 x 152.1.3. Kolom 15 x 202.1.4. Kolom 15 x 252.1.5. Kolom 15 x 302.1.6. Kolom 20 x 202.1.7. Kolom 20 x 252.1.8. Kolom 20 x 302.1.9. Kolom 20 x 352.1.10. Kolom 20 x 402.1.11. Kolom 25 x 252.1.12. Kolom 25 x 302.1.13. Kolom 25 x 352.1.14. Kolom 25 x 402.1.15. Kolom 25 x 452.1.16. Kolom 25 x 502.1.17. Kolom 30 x 302.1.18. Kolom 30 x 352.1.19. Kolom 30 x 402.1.20. Kolom 35 x 452.1.21. Kolom 35 x 502.1.22. Kolom 40 x 402.1.23. Kolom 40 x 452.1.24. Kolom 40 x 502.1.25. Balok 15 x 202.1.26. Balok 15 x 252.1.27. Balok 15 x 302.1.28. Balok 20 x 202.1.29. Balok 20 x 252.1.30. Balok 20 x 302.1.31. Balok 20 x 352.1.32. Balok 20 x 402.1.33. Balok 25 x 252.1.34. Balok 25 x 302.1.35. Balok 25 x 352.1.36. Balok 25 x 402.1.37. Balok 25 x 452.1.38. Balok 25 x 502.1.39. Balok 30 x 302.1.39. Balok 30 x 352.1.40. Balok 30 x 402.1.41. Balok 35 x 452.1.42. Balok 35 x 502.1.43. Balok 40 x 402.1.44. Balok 40 x 452.1.45. Balok 40 x 502.1.46. Plat Beton2.1.47. Ring Balok2.1.48. Tangga2.2.Beton Tak Bertulang2.2.1. Beton Cor 1 : 2 : 3III. PEKERJAAN DINDING3.1.Dinding3.1.1. Pasangan Dinding 1/2 Bata (1:4)3.1.2. Pasangan Dinding 1/2 Bata (1:2)3.2.Kusen3.2.1. Kusen Pintu dan Jendela3.2.2. Bout-bout/AngkerIV. PEKERJAAN KAP DAN ATAP4.1.Kap dan Rangka Atap4.1.1. Balok Dinding 8/124.1.2. Pekerjaan Kuda-Kuda4.1.3. Pekerjaan Rangka Atap4.1.4. Pekerjaan Listplank 3/254.1.5. Pekerjaan Papan Reuter 3/254.1.6. Nog dan Gording 8/124.1.7. Pekerjaan Talang4.2.Atap4.2.1. Pemasangan Atap4.2.2. Pemasangan PerabungV. PEKERJAAN PLAFOND5.1.Balok Plafond5.1.1. Rangka Plafon5.2.Memasang Plafond5.2.1. Memasang Plafond Gypsum5.2.2. Memasang Lis PlafondVI. PEKERJAAN PLASTERAN DAN ACIAN6.1.Plasteran6.1.1. Plasteran Dinding (1:2)6.1.2. Plasteran Dinding (1:4)6.1.3. Acian6.2.Turap Porslen6.2.1. Pasangan Turap PorslentVII. PEKERJAAN LANTAI7.1.Urugan Bawah Lantai7.1.1. Urugan Tanah7.1.2. Urugan Pasir7.2.Pasangan Lantai7.2.1. Pasangan Lantai Kramik 33 x 337.2.2. Pasangan Lantai Kramik 20 x 20VIII. PEKERJAAN PINTU DAN JENDELA8.1.Pintu dan Jendela8.1.1. Pasangan Pintu8.1.2. Pasangan Jendela8.2.Kaca8.2.1. Pasangan Kaca Tebal 15 mm8.3.Penggantung/Kunci8.3.1. Pasangan Engsel Pintu8.3.2. Pasangan Engsel Jendela8.3.3. Pasangan Kunci Taman AntikIX. PEKERJAAN PENGECATAN9.1.Mendempul dan Mrnggosok Kayu9.2.Mengecat Kayu Baru(1 Lapis Plamir, 1 Lapis Cat Dasar, 2 Lapis Cat Penutup)9.3.Mengecat Tembok Baru(1 Lapis Plamir, 1 Lapis Cat Dasar, 2 Lapis Cat Penutup)X. PEKERJAAN PERLENGKAPAN DALAM10.1.Listrik10.1.1. Pasangan Lampu Pijar10.1.2. Pemasangan Stop Kontak10.1.3. Pemasangan Lampu TL10.1.4. Pemasangan MCB10.1.5. Pemasangan Kabel Jaringan10.1.6. Pitting lampu10.1.7. Pemasangan Sakelar10.2.Sanitair dan Instalasi Air10.2.1. Pemasangna Kloset Jongkok10.2.2. Pemasangan Kloset Duduk10.2.3. Pemasangan Floor Draine10.2.4. Pemasangan Bak Cuci Piring10.2.5. Pemasangan Wastafel10.2.6. Pem. Pipa Air 3" Per M'10.2.7. Pem. Pipa Air 3/4" AW Per M'10.2.8. Pem. Pipa Air 1/2" AW Per M'10.2.10. Pem. Kran Air 3/4" atau 1/2"XI. PEKERJAAN PERLENGKAPAN LUAR11.1.Saluran Keliling11.2.Rabat Beton (1:3:5)11.3.Bak Kontrol11.4.Resapan11.5.Septictank

dftr hargaDAFTAR HAGRA BAHAN DAN SATUAN UPAHKEMBALINOURAIANSATUANHARGAKETSATUAN(RUPIAH)AUPAH:1Mandorhari65,000.002Kepala Tukanghari55,000.003Tukanghari45,000.004Pekerjahari35,000.00BBAHAN/MATERIAL1Air Kerjals4,500,000.002Alkali Resistingkg60,000.003Cat Dasarkg18,300.004Cat Kayukg18,300.005Cat Menikg18,300.006Naturtone Cat Tembokkg14,640.007American Standart Kloset Dudukbh1,904,000.008Amplaslbr3,000.009Anti Lumutkg90,000.0011Atap Sakura Roof (2 Susun)m251,968.0012AW Pipa PVC 1"m22,400.0013AW Pipa PVC 1/2"m11,200.0014AW Pipa PVC 3/4"m15,680.0015AW Pipa PVC 3"m63,500.0016Batu Apungkg15,000.0017Batu Batabh225.0018Batu Batako 10/20/40bh4,000.0019Batu Kalim3150,000.0020Baut Engsel/Teralisdos7,500.0021Baut 12-15bh1,680.0022Baut 16-20bh2,240.0023Belucci Kunciset112,000.0024Besi Polos 10 mmkg4,384.4225Besi Polos 12 mmkg3,705.5426Besi Polos 16 mmkg3,635.1827Besi Polos 8 mmkg5,221.4528Besi Polos 10 mmlnjr32,462.2429Besi Polos 12 mmlnjr46,720.3830Besi Polos 16 mmlnjr105,752.2031Besi Polos 8 mmlnjr26,464.3632Besi Stripkg5,384.4233Diamond Kasar Keramik 20x20bh2,440.0034Falco Engsel Jendela 3"bh20,160.0035Falco Engsel Pintu 5 "bh33,600.0036Gypsumlbr61,600.0037Hak Anginpsg11,200.0038Ikad Keramik 30x30bh6,100.0039Impra Dempulkg20,000.0040Impresso Keramik 30x30bh4,990.9141Indocement Semen Warna 50 kgzak91,500.0042Jendela Kaca/Jalusi Miringbh250,000.0043Kaca Bening t = 5 mmm295,200.0044Kaca Hitam t = 5 mmm2106,400.0045Kawat Bendradkg10,750.0046Kawat Betonkg11,200.0047Kawat Durim'1,400.0048Kayau Meranti Papan 3/20 (Kls. 2)m3784,000.0049Kayau Meranti Papan 3/20 (Kls. 2)btg18,700.0050Kayu Meranti Balok 5/7 (Kls. 2)m3784,000.0051Kayu Meranti Balok 5/7 (Kls. 2)btg10,900.0052Kayu Bengkirai Balok (Kls. 1)m31,456,000.0053Kayu Bengkirai Papan (Kls. 1)m31,568,000.0054Kayu Bengkirai Balok 5/10 (Kls. 1)btg29,500.0055Kayu Bengkirai Balok 5/7 (Kls. 1)btg20,500.0056Kayu Bengkirai Balok 2/3 (Kls. 1)btg3,500.0057Kayu Bengkirai Balok 8/12 (Kls. 1)btg54,000.0058Kayu Bengkirai Papan 3/20 (Kls. 1)btg60,500.0059Kayu Meranti 4/6 (Kls. I)btg7,500.0060Kayu Ulin Balok (Kls. 1)btg38,080.0061Kayu Meranti Balok (Kls. 1)m31,008,000.0062Kayu Meranti Papan (Kls. 1)m31,064,000.0050.00063Kayu Ulin Balok (Kls. 1)m31,904,000.0064Kayu Ulin Papan (Kls. 1)m32,072,000.0066Kerikil Betonm3140,000.0067Kia Keramik 40x40bh11,183.3368Kia Polos Keramik 20x20bh2,196.0069Kran Airbh40,000.0070Kuas 4"bh7,840.0071Kusen Bengkirai Standarm'24,000.0072Lambersering merantibtg15,000.0073Lexus Westafelbh952,000.0074List Profilm'10,000.0075Lock Wiondowbh15,000.0076Minyak Bekistinglt10,000.0077Nicole Kunciset78,400.0078Nok Surya Roof 100 mmbh33,600.0079Nok Surya Roof 33 mmbh16,800.0080Paku Biasa 2" - 5"kg9,800.0081Paku Sekrupdos10,000.0082Paku Ulin 1" - 5"kg12,200.0083Paragon Plamirkg8,540.0084Pasir Corm3130,000.0085Pasir Pasangm3100,000.0086Pasir urugm380,000.0087Pemasangan Listrikls1,500,000.0088Perlatan Kecills100,000.0089T-Dos (Kontak Hubung Bagi)b4,500.0090Pintu Panel Bengkirai 80-100 x 200bh390,000.0091Playwood t = 6 mmlbr56,000.0092Playwood t = 9 mmlbr100,800.0093Playwood t =3 mmlbr39,600.0094Pujatex Cat Minyakkg36,600.0095Reservoir/Tangki Air 1200 Lbh952,000.0096Rol Catbh10,000.0097Seng Gelombang BJLS 32lbr32,480.0098Sirtum3125,000.0099Talang Air PVCbtg50,400.00100Tanah Urugm345,000.00101Terali Pengamanm2100,000.00102Toto Kloset Jongkokbh100,800.00103Tonasa Semen Portland 50 kgzak51,240.00104Bak Cuci Stainlessbh257,600.00105Tulangankg14,308.25106Floor DrainBh20,000.00107Water Drain dan AsesoriesBh85,000.00108Pipa PVC Listrikm7,000.00109Saklar TunggalBh15,000.00110Kabel NYY 2.5 mm2m7,000.00111Kabel NYY 1.5 mm2m6,500.00112Lampu Pijar 20Wbh20,000.00113Fitting Lampubh10,000.00114Inbouw Dossbh4,500.00115Perlengkapan (Isolasi, Paku, Klem, Samb)set1,000.00116Stop Kontakbh15,000.00117Lampu Neon Lengkapbh35,000.00118Box MCBbh10,000.00119Seng Plat 3 x 6 BJLS 28lbr28,500.00120MCB 6Abh20,000.00CHARGA ALAT YANG DIGUNAKAN UNTUK PELASANAAN KONSTRUKSI1Pembersihan Lapanganm20.002Pemasangan Bouplank/Pengukuranm20.003Pengadaan Air KerjaLs0.004Pembuatan Gedung Semen dan Alatm20.005Galian Tanah Biasa 1 Meterm30.006Galian Tanah Biasa 2 Meterm30.007Galian Tanah Biasa 3 Meterm30.008Galian Tanah Keras 1 Meterm30.009Galian Tanah Cadas 1 Meterm30.0010Galian Tanah Lumpur 1 Meterm30.0011Urugan Kembali Galianm30.0012Pemadatan Tanahm30.0013Urugan Pasir Bawah Pondasim30.0014Pasangan Pondasi Batu Kosongm30.0015Pasangan Pondasi Batu Kalim30.0016Sloof 15/20m30.0017Pekerjaan Pondasi Platm30.0018Kolom 15/15m30.0019Kolom 15/20m30.0020Kolom 15/25m30.0021Kolom 15/30m30.0022Kolom 20 x 20m30.0023Kolom 20 x 25m30.0024Kolom 20 x 30m30.0025Kolom 20 x 35m30.0026Kolom 20 x 40m30.0027Kolom 25 x 25m30.0028Kolom 25 x 30m30.0029Kolom 25 x 35m30.0030Kolom 25 x 40m30.0031Kolom 25 x 45m30.0032Kolom 25 x 50m30.0033Kolom 30 x 30m30.0034Kolom 30 x 35m30.0035Kolom 30 x 40m30.0036Kolom 35 x 45m30.0037Kolom 35 x 50m30.0038Kolom 40 x 40m30.0039Kolom 40 x 45m30.0040Kolom 40 x 50m30.0041Balok 15 x 20m30.0042Balok 15 x 25m30.0043Balok 15 x 30m30.0044Balok 20 x 20m30.0045Balok 20 x 25m30.0046Balok 20 x 30m30.0047Balok 20 x 35m30.0048Balok 20 x 40m30.0049Balok 25 x 25m30.0050Balok 25 x 30m30.0051Balok 25 x 35m30.0052Balok 25 x 40m30.0053Balok 25 x 45m30.0054Balok 25 x 50m30.0055Balok 30 x 30m30.0056Balok 30 x 35m30.0057Balok 30 x 40m30.0058Balok 35 x 45m30.0059Balok 35 x 50m30.0060Balok 40 x 40m30.0061Balok 40 x 45m30.0062Balok 40 x 50m30.0063Plat Betonm30.0064Ring Balokm30.0065Tanggam30.0066Pasangan Dinding Batubata (1:4)m30.0067Pasangan Dinding Batubata (1:2)m30.0068Kusen Pintu dan Jendelam30.0069Balok Dindingm30.0070Pekerjaan Kuda-Kudam30.0071Pekerjaan Rangka Atapm30.0072Pekerjaan Listplank 3/25m30.0073Gording 8/12m30.0074Talangm'0.0075Pemasangan Atapm20.0076Pemasangan Perabungm30.0077Rangka Plafonm20.0078Memasang Plafond Gypsumm20.0079Memasang Lis Plafondm'0.0080Plasteran Dinding (1:2)m20.0081Plasteran Dinding (1:4)m20.0082Acianm20.0083Pasangan Turap Porslentm20.0084Urugan Pasir0.0085Pasangan Lantai Kramik 33 x 33m20.0086Pasangan Lantai Kramik 20 x 20m20.0087Pasangan PintuBh0.0088Pasangan Jendela kacam20.0089Pasangan Kaca Tebal 15 mmm20.0090Pasangan Engsel PintuBh0.0091Pasangan Kunci Taman AntikBh0.0092Mendempul dan Mrnggosok Kayum20.0093Mengecat Kayu Barum20.0094Mengecat Tembok Barum20.0095Pemasangan Listrik BaruLs0.0096Pemasangna Kloset JongkokBh0.0097Pemasangan Kloset DudukBh0.0098Pemasangan Floor DraineBh0.0099Pemasangan Bak Cuci PiringBh0.00100Pemasangan WastafelBh0.00101Pem. Pipa Air 3" Per M'M'0.00102Pem. Pipa Air 3/4" AW Per M'M'0.00103Pem. Pipa Air 1/2" AW Per M'M'0.00104Pem. Kran Air 3/4" atau 1/2"Bh0.00105Rabat Beton (1:3:5)M30.00106Bak KontrolBh0.00107SeptictankBh0.00108ResapanBh0.00

vol pekVOLUME PEKERJAANINFORMASINOURAIAN PEKERJAANVOLUMESATI. PEKERJAAN PONDASI1.1.Pekerjaan Persiapan1.1.1. Pembersihan Lapangan340.0000M21.1.2. Pemasangan Bouplank/Pengukuran56.0000M1.1.3. Pengadaan Air Kerja1.0000Ls1.1.4. Pembuatan Gudang Semen dan Alat20.0000M21.1.5. Dereksi Keet0.0000M21.2.Pekerjaan Galian1.2.1. Galian Tanah Biasa 1 Meter148.2500M31.2.2. Galian Tanah Biasa 2 Meter0.0000M31.2.3. Galian Tanah Biasa 3 Meter0.0000M31.2.4. Galian Tanah Keras 1 Meter0.0000M31.2.5. Galian Tanah Cadas 1 Meter0.0000M31.2.6. Galian Tanah Lumpur 1 Meter0.0000M31.2.7. Urugan Kembali Galian37.0625M31.2.8. Pemadatan Tanah0.0000M31.3.Pemasangan Pondasi Batu Kali1.3.1. Urugan Pasir Bawah Pondasi12.1513M31.3.2. Pasangan Pondasi Batu Kosong24.6692M31.3.3. Pasangan Pondasi Batu Kali56.1260M3II. PEKERJAAN BETON2.1.Beton Bertulang2.1.1. Sloof 15 x 202.5744M32.1.2. Pondasi Plat3.7960M32.1.2. Kolom 15 x 154.9800M32.1.3. Kolom 15 x 203.4300M32.1.4. Kolom 15 x 250.0000M32.1.5. Kolom 15 x 300.0000M32.1.6. Kolom 20 x 200.0000M32.1.7. Kolom 20 x 250.0000M32.1.8. Kolom 20 x 305.4600M32.1.9. Kolom 20 x 350.0000M32.1.10. Kolom 20 x 400.0000M32.1.11. Kolom 25 x 250.0000M32.1.12. Kolom 25 x 300.0000M32.1.13. Kolom 25 x 350.0000M32.1.14. Kolom 25 x 400.0000M32.1.15. Kolom 25 x 450.0000M32.1.16. Kolom 25 x 500.0000M32.1.17. Kolom 30 x 300.0000M32.1.18. Kolom 30 x 350.0000M32.1.19. Kolom 30 x 400.0000M32.1.20. Kolom 35 x 450.0000M32.1.21. Kolom 35 x 500.0000M32.1.22. Kolom 40 x 400.0000M32.1.23. Kolom 40 x 450.0000M32.1.24. Kolom 40 x 500.0000M32.1.25. Balok 15 x 202.3400M32.1.26. Balok 15 x 250.0000M32.1.27. Balok 15 x 300.0000M32.1.28. Balok 20 x 200.0000M32.1.29. Balok 20 x 250.0000M32.1.30. Balok 20 x 300.0000M32.1.31. Balok 20 x 350.0000M32.1.32. Balok 20 x 400.0000M32.1.33. Balok 25 x 250.0000M32.1.34. Balok 25 x 300.0000M32.1.35. Balok 25 x 350.0000M32.1.36. Balok 25 x 400.0000M32.1.37. Balok 25 x 450.0000M32.1.38. Balok 25 x 500.0000M32.1.39. Balok 30 x 300.0000M32.1.39. Balok 30 x 356.6045M32.1.40. Balok 30 x 400.0000M32.1.41. Balok 35 x 450.0000M32.1.42. Balok 35 x 500.0000M32.1.43. Balok 40 x 400.0000M32.1.44. Balok 40 x 450.0000M32.1.45. Balok 40 x 500.0000M32.1.46. Plat Beton7.3600M32.1.47. Ring Balok3.7400M32.1.48. Tangga1.8534M32.2.Beton Tak Bertulang2.2.1. Beton Cor 1 : 2 : 30.8920M3III. PEKERJAAN DINDING3.1.Dinding3.1.1. Pasangan Dinding 1/2 Bata (1:4)413.5688M23.1.2. Pasangan Dinding 1/2 Bata (1:2)51.1000M23.2.Kusen3.2.1. Kusen Pintu dan Jendela1.2541M33.2.2. Bout-bout/Angker60.2770KgIV. PEKERJAAN KAP DAN ATAP4.1.Kap dan Rangka Atap4.1.1. Balok Dinding 8/120.2939M34.1.2. Pekerjaan Kuda-Kuda1.3629M34.1.3. Pekerjaan Rangka Atap138.0646M24.1.4. Pekerjaan Listplank 3/2553.9000M24.1.5. Pekerjaan Papan Reuter 3/2534.1700M'4.1.6. Nog dan Gording 8/125.6300M34.1.7. Pekerjaan Talang17.0000M'4.2.Atap4.2.1. Pemasangan Atap158.0646M24.2.2. Pemasangan Perabung34.1700M3V. PEKERJAAN PLAFOND5.1.Balok Plafond5.1.1. Rangka Plafon207.0075M25.2.Memasang Plafond5.2.1. Memasang Plafond Gypsum165.6500M25.2.2. Memasang Lis Plafond179.9500M'VI. PEKERJAAN PLASTERAN DAN ACIAN6.1.Plasteran6.1.1. Plasteran Dinding (1:2)134.5000M26.1.2. Plasteran Dinding (1:4)780.2350M26.1.3. Acian914.7350M26.2.Turap Porslen6.2.1. Pasangan Turap Porslent47.2160M2VII. PEKERJAAN LANTAI7.1.Urugan Bawah Lantai7.1.1. Urugan Tanah0.0000M37.1.2. Urugan Pasir11.2648M37.2.Pasangan Lantai7.2.1. Pasangan Lantai Kramik 33 x 33182.3750M27.2.2. Pasangan Lantai Kramik 20 x 2024.6325M2VIII. PEKERJAAN PINTU DAN JENDELA8.1.Pintu dan Jendela8.1.1. Pasangan Pintu17.0000Bh8.1.2. Pasangan Jendela28.9350M28.2.Kaca8.2.1. Pasangan Kaca Tebal 15 mm71.5420M28.3.Penggantung/Kunci8.3.1. Pasangan Engsel Pintu68.0000Bh8.3.2. Pasangan Engsel Jendela0.0000Bh8.3.3. Pasangan Kunci Taman Antik12.0000BhIX. PEKERJAAN PENGECATAN9.1.Mendempul dan Mrnggosok Kayu90.9809M29.2.Mengecat Kayu Baru(1 Lapis Plamir, 1 Lapis Cat Dasar, 2 Lapis Cat Penutup)610.5400M29.3.Mengecat Tembok Baru(1 Lapis Plamir, 1 Lapis Cat Dasar, 2 Lapis Cat Penutup)493.7300M2X. PEKERJAAN PERLENGKAPAN DALAM10.1.Listrik10.1.1. Pasangan Lampu Pijar38.0000Bh10.1.2. Pemasangan Stop Kontak12.0000Bh10.1.3. Pemasangan Lampu TL5.0000Bh10.1.4. Pemasangan MCB1.0000Bh10.1.5. Pemasangan Kabel Jaringan348.0000M'10.1.6. Pitting lampu26.0000Bh10.1.7. Pemasangan Sakelar26.0000Bh10.2.Sanitair dan Instalasi Air10.2.1. Pemasangna Kloset Jongkok2.0000Unit10.2.2. Pemasangan Kloset Duduk2.0000Unit10.2.3. Pemasangan Floor Draine4.0000Bh10.2.4. Pemasangan Bak Cuci Piring1.0000Bh10.2.5. Pemasangan Wastafel2.0000Bh10.2.6. Pem. Pipa Air 3" Per M'30.0000M'10.2.7. Pem. Pipa Air 3/4" AW Per M'42.0000M'10.2.8. Pem. Pipa Air 1/2" AW Per M'46.5300M'10.2.10. Pem. Kran Air 3/4" atau 1/2"8.0000BhXI. PEKERJAAN PERLENGKAPAN LUAR11.1.Saluran Keliling57.0000M'11.2.Rabat Beton (1:3:5)21.2100M211.3.Bak Kontrol1.0000M311.4.Resapan1.0000M311.5.Septictank1.0000M310.5.Pek. Pilar37.0000M'

hrg. sat pekHARGA SATUAN PEKERJAANNoURAIAN PEKERJAANHARGAJUM. HARGAKEMBALIPER SATUANPER SATUANI.PEKERJAAN PONDASI1.1PEKERJAAN PERSIAPAN1.1.1Tiap 1 M2 Pembersihan Lapangan butuh:Rp6,750.00Tenaga Kerja0.1000OrgPekerja@Rp35,000.00Rp3,500.000.0500OrgMandor@Rp65,000.00Rp3,250.00Rp6,750.00AlatRp0.001.1.2Tiap 1 M' Pasangan Bouwlpank butuh:Rp23,868.02Bahan0.8571Lnjr0.0120M3Kayu Meranti Balok 5/7@Rp10,900.00Rp9,342.860.2917Lnjr0.0070M3Kayu Meranti Papan 3/20@Rp18,700.00Rp5,454.170.0200KgPaku Biasa 2"-5"@Rp9,800.00Rp196.00Rp14,993.02Tenaga Kerja0.1000OrgPekerja@Rp35,000.00Rp3,500.000.1000OrgTukang Kayu@Rp45,000.00Rp4,500.000.0100OrgKepala Tukang@Rp55,000.00Rp550.000.0050OrgMandor@Rp65,000.00Rp325.00Rp8,875.00AlatRp0.001.1.3Tiap Biaya Air Kerja butuh:Rp4,500,000.001.0000LsAir Kerja@Rp4,500,000.00Rp4,500,000.001.1.4Tiap 1 M2 Gudang Semen dan Alat butuh:Rp384,725.40Bahan1.7000Lnjr0.0238M3Perancah Meranti Balok 5/7@Rp10,900.00Rp18,530.008.7500Lnjr0.2100M3Kayu Meranti Papan 3/20@Rp18,700.00Rp163,625.000.3000KgPaku Biasa 2"-5"@Rp9,800.00Rp2,940.000.2100Zak10.5000KgTonasa Semen portland 50kg@Rp51,240.00Rp10,760.400.0300M3Pasir Beton@Rp130,000.00Rp3,900.000.0500M3Koral Beton@Rp140,000.00Rp7,000.001.5000LbrSeng GeloMbang BJLS 32@Rp32,480.00Rp48,720.00Rp255,475.40Tenaga Kerja2.0000OrgPekerja@Rp35,000.00Rp70,000.001.0000OrgTukang Kayu@Rp45,000.00Rp45,000.000.2000OrgKepala Tukang@Rp55,000.00Rp11,000.000.0500OrgMandor@Rp65,000.00Rp3,250.00Rp129,250.00AlatRp0.001.2PEKERJAAN GALIAN1.2.1Tiap 1 M3 Galian Tanah Biasa Sedalam 1 Meter butuh:Rp16,600.00Tenaga Kerja0.4000OrgPekerja@Rp35,000.00Rp14,000.000.0400OrgMandor@Rp65,000.00Rp2,600.00Rp16,600.00AlatRp0.001.2.2Tiap 1 M3 Galian Tanah Biasa Sedalam 2 Meter butuh:Rp21,790.00Tenaga Kerja0.5260OrgPekerja@Rp35,000.00Rp18,410.000.0520OrgMandor@Rp65,000.00Rp3,380.00Rp21,790.00AlatRp0.001.2.3Tiap 1 M3 Galian Tanah Biasa Sedalam 3 Meter butuh:Rp30,502.50Tenaga Kerja0.7350OrgPekerja@Rp35,000.00Rp25,725.000.0735OrgMandor@Rp65,000.00Rp4,777.50Rp30,502.50AlatRp0.001.2.4Tiap 1 M3 Galian Tanah Keras Sedalam 1 Meter butuh:Rp25,905.00Tenaga Kerja0.6250OrgPekerja@Rp35,000.00Rp21,875.000.0620OrgMandor@Rp65,000.00Rp4,030.00Rp25,905.00AlatRp0.001.2.5Tiap 1 M3 Galian Tanah Cadas Sedalam 1 Meter butuh:Rp51,875.00Tenaga Kerja1.2500OrgPekerja@Rp35,000.00Rp43,750.000.1250OrgMandor@Rp65,000.00Rp8,125.00Rp51,875.00AlatRp0.001.2.6Tiap 1 M3 Galian Tanah Lumpur Sedalam 1 Meter butuh:Rp34,200.00Tenaga Kerja0.8230OrgPekerja@Rp35,000.00Rp28,805.000.0830OrgMandor@Rp65,000.00Rp5,395.00Rp34,200.00AlatRp0.001.2.7Tiap 1 M3 Urugan Kembali Galian Tanah butuh:Rp7,955.00Tenaga Kerja0.1920OrgPekerja@Rp35,000.00Rp6,720.000.0190OrgMandor@Rp65,000.00Rp1,235.00Rp7,955.00AlatRp0.001.2.8Tiap 1 M3 Pemadatan Tanah butuh:Rp20,750.00Tenaga Kerja0.5000OrgPekerja@Rp35,000.00Rp17,500.000.0500OrgMandor@Rp65,000.00Rp3,250.00Rp20,750.00AlatRp0.001.3PEKERJAAN PONDASI BATU KALI1.3.1Tiap 1 M3 Urugan Pasir Bawah Pondasi butuh:Rp107,150.00Bahan1.2000M3Pasir urug@Rp80,000.00Rp96,000.00Rp96,000.00Tenaga Kerja0.3000OrgPekerja@Rp35,000.00Rp10,500.000.0100OrgMandor@Rp65,000.00Rp650.00Rp11,150.00AlatRp0.001.3.2Tiap 1 M3 Pasangan Pondasi Batu Kosong (Aanstampang) butuh:Rp253,530.00MeMbuat 1 M2 bekisting balok dan Kolom butuh :BahanBahan :1.2000M3Batu Kali@Rp150,000.00Rp180,000.000.04M3papan kayu0.3000M3Pasir Urug@Rp80,000.00Rp24,000.000.40kgpakuRp204,000.00Tenaga Kerja0.018M3kayu ukuran 5/70.7800OrgPekerja@Rp35,000.00Rp27,300.002.00btgbaMbu0.3900OrgTukang Batu@Rp45,000.00Rp17,550.00Upah Kerja :0.0390OrgKepala Tukang@Rp55,000.00Rp2,145.000.32OrgPekerja0.0390OrgMandor@Rp65,000.00Rp2,535.000.32OrgTukang kayuRp49,530.00Alat0.03OrgKepala tukangRp0.000.006OrgMandor1.3.3Tiap 1 M3 Pasangan Pondasi Batu Kali (1:3) butuh:Rp508,184.60MeMbuat 1 M2 bekisting plat deck butuh :BahanBAHAN :1.1000M3Batu Kali@Rp150,000.00Rp165,000.000.04M3papan kayu4.0400Zak202.0000KgTonasa Semen portland 50kg@Rp51,240.00Rp207,009.600.40kgpaku0.4850M3Pasir Pasang@Rp100,000.00Rp48,500.000.02M3kayu 4/6Rp420,509.60Tenaga Kerja6.00btgbaMbu0.6000OrgTukang@Rp45,000.00Rp27,000.000.0600OrgKepala Tukang@Rp55,000.00Rp3,300.001.5000OrgPekerja@Rp35,000.00Rp52,500.000.0750OrgMandor@Rp65,000.00Rp4,875.00Rp87,675.00AlatRp0.00IIPEKERJAAN BEKISTING DAN BETON BERTULANG2.1BEKISTING DAN BETON2.1.1Tiap 1 M2 Bekisting Sloof butuh:Rp87,084.29Bahan1.2500BtgPapan Meranti 3/20 Kelas II@Rp18,700.00Rp23,375.003.2857Btg0.0180M3Balok Meranti 5/7 Kelas II@Rp10,900.00Rp35,814.290.3000kgPaku@Rp9,800.00Rp2,940.000.1000LtMinyak Bekisting@Rp10,000.00Rp1,000.00Rp63,129.29Tenaga Kerja0.3000OrgPekerja@Rp35,000.00Rp10,500.000.2600OrgTukang Kayu@Rp45,000.00Rp11,700.000.0260OrgKepala Tukang@Rp55,000.00Rp1,430.000.0050OrgMandor@Rp65,000.00Rp325.00Rp23,955.002.1.2Tiap 1 M2 Bekisting Kolom butuh:Rp105,269.29Bahan0.3500LbrPlaywood 9mm@Rp100,800.00Rp35,280.003.2857Btg0.0180M3Balok Meranti 5/7 Kelas II@Rp10,900.00Rp35,814.290.4000kgPaku@Rp9,800.00Rp3,920.000.2000LtMinyak Bekisting@Rp10,000.00Rp2,000.00Rp77,014.29Tenaga Kerja0.3200OrgPekerja@Rp35,000.00Rp11,200.000.3300OrgTukang Kayu@Rp45,000.00Rp14,850.000.0330OrgKepala Tukang@Rp55,000.00Rp1,815.000.0060OrgMandor@Rp65,000.00Rp390.00Rp28,255.002.1.3Tiap 1 M3 Bekisting Balok butuh:Rp105,269.29Bahan0.3500LbrPlaywood 9mm@Rp100,800.00Rp35,280.003.2857Btg0.0180M3Balok Meranti 5/7 Kelas II@Rp10,900.00Rp35,814.290.4000kgPaku@Rp9,800.00Rp3,920.000.2000LtMinyak Bekisting@Rp10,000.00Rp2,000.00Rp77,014.29Tenaga Kerja0.3200OrgPekerja@Rp35,000.00Rp11,200.000.3300OrgTukang Kayu@Rp45,000.00Rp14,850.000.0330OrgKepala Tukang@Rp55,000.00Rp1,815.000.0060OrgMandor@Rp65,000.00Rp390.00Rp28,255.002.1.4Tiap 1 M2 Bekisting Plat Lantai butuh:Rp146,573.750.3500LbrPlaywood 9mm@Rp100,800.00Rp35,280.001.5625Btg0.0150M3Kayu Meranti 4/6 Kelas II@Rp7,500.00Rp11,718.756.0000BtgBalok Meranti 5/7 Kelas II@Rp10,900.00Rp65,400.000.4000KgPaku@Rp9,800.00Rp3,920.000.2000LtMinyak Bekisting@Rp10,000.00Rp2,000.00Rp118,318.75Tenaga Kerja0.3200OrgPekerja@Rp35,000.00Rp11,200.000.3300OrgTukang Kayu@Rp45,000.00Rp14,850.000.0330OrgKepala Tukang@Rp55,000.00Rp1,815.000.0060OrgMandor@Rp65,000.00Rp390.00Rp28,255.002.1.5Tiap 1 M2 Bekisting Tangga butuh:Rp250,877.50Bahan0.3500Btg0.0400M3Playwood 9mm@Rp100,800.00Rp35,280.000.6250Btg0.0150M3Kayu Meranti 3/20 (Kls II)@Rp18,700.00Rp11,687.507.5000Btg0.1050M3Balok Meranti 5/7 Kelas II@Rp10,900.00Rp81,750.000.4000KgPaku@Rp9,800.00Rp3,920.000.1500LtMinyak Bekisting@Rp10,000.00Rp1,500.00Rp134,137.50Tenaga Kerja0.3200OrgPekerja@Rp35,000.00Rp11,200.002.3000OrgTukang Kayu@Rp45,000.00Rp103,500.000.0300OrgKepala Tukang@Rp55,000.00Rp1,650.000.0060OrgMandor@Rp65,000.00Rp390.00Rp116,740.002.1.6Tiap 1 M2 Bekisting Pondasi Plat butuh:Rp46,271.00Bahan0.3300BtgPapan Meranti 3/20 Kelas II@Rp18,700.00Rp6,171.000.6000BtgBalok Meranti 5/7 Kelas II@Rp10,900.00Rp6,540.000.4000KgPaku@Rp9,800.00Rp3,920.000.2000LtMinyak Bekisting@Rp10,000.00Rp2,000.00Rp18,631.00Tenaga Kerja0.3200OrgPekerja@Rp35,000.00Rp11,200.000.3200OrgTukang Kayu@Rp45,000.00Rp14,400.000.0300OrgKepala Tukang@Rp55,000.00Rp1,650.000.0060OrgMandor@Rp65,000.00Rp390.00Rp27,640.002.1.7Tiap 1 M3 Beton 1Pc : 2 Ps : 3Kr butuh:Rp502,503.60Bahan4.6400Zak232.0000KgTonasa Semen portland 50kg@Rp51,240.00Rp237,753.600.5200M3Pasir Beton@Rp130,000.00Rp67,600.000.7800M3Kerikil Beton@Rp140,000.00Rp109,200.00Rp414,553.60Tenaga Kerja1.6500OrgPekerja@Rp35,000.00Rp57,750.000.2500OrgTukang Batu@Rp45,000.00Rp11,250.000.2500OrgKepala Tukang@Rp55,000.00Rp13,750.000.0800OrgMandor@Rp65,000.00Rp5,200.00Rp87,950.002.2BETON BERTULANG2.2.1Tiap 1M3 Sloof 15/20 butuh:Rp2,522,380.27Bahan13.3333M2Bekisting@Rp87,084.29Rp1,161,123.8111.1111LnjrBesi Beton Polos 10@Rp32,462.24Rp360,691.598.0717LnjrBesi Beton Polos 6@Rp26,464.36Rp213,611.472.0040KgKawat Beton@Rp11,200.00Rp22,444.801.0000M3Beton 1:2:3@Rp502,503.60Rp502,503.60Rp2,260,375.27Tenaga Kerja4.8500OrgPekerja@Rp35,000.00Rp169,750.001.4000OrgTukang Besi@Rp45,000.00Rp63,000.000.3310OrgKepala Tukang@Rp55,000.00Rp18,205.000.1700OrgMandor@Rp65,000.00Rp11,050.00Rp262,005.00AlatRp0.002.2.2Tiap 1M3 Pondasi Plat butuh:Rp840,091.40Bahan0.5294M2Bekisting@Rp46,271.00Rp24,496.4111.5196LnjrBesi Beton Polos 12@Rp3,705.54Rp42,686.390.7500KgKawat Beton@Rp11,200.00Rp8,400.001.0000M3Beton 1:2:3@Rp502,503.60Rp502,503.60Rp578,086.40Tenaga Kerja4.8500OrgPekerja@Rp35,000.00Rp169,750.001.4000OrgTukang Besi@Rp45,000.00Rp63,000.000.3310OrgKepala Tukang@Rp55,000.00Rp18,205.000.1700OrgMandor@Rp65,000.00Rp11,050.00Rp262,005.00AlatRp0.002.2.3.Tiap 1 M3 Kolom Praktis (15/15) butuh:Rp3,616,849.70Bahan20.0000M2Bekisting@Rp105,269.29Rp2,105,385.7114.8148LnjrBesi Beton Polos 10@Rp32,462.24Rp480,922.128.9200LnjrBesi Beton Polos 6@Rp26,464.36Rp236,062.062.6760KgKawat Beton@Rp11,200.00Rp29,971.201.0000M3Beton 1:2:3@Rp502,503.60Rp502,503.60Rp3,354,844.70Tenaga Kerja4.8500OrgPekerja@Rp35,000.00Rp169,750.001.4000OrgTukang Besi@Rp45,000.00Rp63,000.000.3310OrgKepala Tukang@Rp55,000.00Rp18,205.000.1700OrgMandor@Rp65,000.00Rp11,050.00Rp262,005.00AlatRp0.002.2.3.Tiap 1 M3 Kolom 15/20 butuh:Rp3,115,744.55Bahan16.6667M2Bekisting@Rp105,269.29Rp1,754,488.1011.1111LnjrBesi Beton Polos 10@Rp32,462.24Rp360,691.598.0717LnjrBesi Beton Polos 6@Rp26,464.36Rp213,611.472.0040KgKawat Beton@Rp11,200.00Rp22,444.801.0000M3Beton 1:2:3@Rp502,503.60Rp502,503.60Rp2,853,739.55Tenaga Kerja4.8500OrgPekerja@Rp35,000.00Rp169,750.001.4000OrgTukang Besi@Rp45,000.00Rp63,000.000.3310OrgKepala Tukang@Rp55,000.00Rp18,205.000.1700OrgMandor@Rp65,000.00Rp11,050.00Rp262,005.00AlatRp0.002.2.4.Tiap 1 M3 Kolom 15/25 butuh:Rp2,815,973.68Bahan14.6667M2Bekisting@Rp105,269.29Rp1,543,949.528.8889LnjrBesi Beton Polos 10@Rp32,462.24Rp288,553.277.5933LnjrBesi Beton Polos 6@Rp26,464.36Rp200,952.681.6080KgKawat Beton@Rp11,200.00Rp18,009.601.0000M3Beton 1:2:3@Rp502,503.60Rp502,503.60Rp2,553,968.68Tenaga Kerja4.8500OrgPekerja@Rp35,000.00Rp169,750.001.4000OrgTukang Besi@Rp45,000.00Rp63,000.000.3310OrgKepala Tukang@Rp55,000.00Rp18,205.000.1700OrgMandor@Rp65,000.00Rp11,050.00Rp262,005.00AlatRp0.002.2.5.Tiap 1 M3 Kolom 15/30 butuh:Rp3,750,141.31Bahan13.3333M2Bekisting@Rp105,269.29Rp1,403,590.4811.1111LnjrBesi Beton Polos 10@Rp32,462.24Rp360,691.5945.5820LnjrBesi Beton Polos 6@Rp26,464.36Rp1,206,297.841.3440KgKawat Beton@Rp11,200.00Rp15,052.801.0000M3Beton 1:2:3@Rp502,503.60Rp502,503.60Rp3,488,136.31Tenaga Kerja4.8500OrgPekerja@Rp35,000.00Rp169,750.001.4000OrgTukang Besi@Rp45,000.00Rp63,000.000.3310OrgKepala Tukang@Rp55,000.00Rp18,205.000.1700OrgMandor@Rp65,000.00Rp11,050.00Rp262,005.00AlatRp0.002.2.6.Tiap 1 M3 Kolom 20 x 20 butuh:Rp3,804,576.71Bahan15.0000M2Bekisting@Rp105,269.29Rp1,579,039.298.3333LnjrBesi Beton Polos 10@Rp32,462.24Rp270,518.6944.3506LnjrBesi Beton Polos 6@Rp26,464.36Rp1,173,710.131.5000KgKawat Beton@Rp11,200.00Rp16,800.001.0000M3Beton 1:2:3@Rp502,503.60Rp502,503.60Rp3,542,571.71Tenaga Kerja4.8500OrgPekerja@Rp35,000.00Rp169,750.001.4000OrgTukang Besi@Rp45,000.00Rp63,000.000.3310OrgKepala Tukang@Rp55,000.00Rp18,205.000.1700OrgMandor@Rp65,000.00Rp11,050.00Rp262,005.00AlatRp0.002.2.7.Tiap 1 M3 Kolom 20/25 butuh:Rp3,277,604.70Bahan13.0000M2Bekisting@Rp105,269.29Rp1,368,500.711.6667LnjrBesi Beton Polos 10@Rp32,462.24Rp54,103.7440.6982LnjrBesi Beton Polos 6@Rp26,464.36Rp1,077,051.651.2000KgKawat Beton@Rp11,200.00Rp13,440.001.0000M3Beton 1:2:3@Rp502,503.60Rp502,503.60Rp3,015,599.70Tenaga Kerja4.8500OrgPekerja@Rp35,000.00Rp169,750.001.4000OrgTukang Besi@Rp45,000.00Rp63,000.000.3310OrgKepala Tukang@Rp55,000.00Rp18,205.000.1700OrgMandor@Rp65,000.00Rp11,050.00Rp262,005.00AlatRp0.002.2.8.Tiap 1 M3 Kolom 20/30 butuh:Rp2,437,479.00Bahan11.6667M2Bekisting@Rp105,269.29Rp1,228,141.678.3333LnjrBesi Beton Polos 12@Rp32,462.24Rp270,518.696.1600LnjrBesi Beton Polos 6@Rp26,464.36Rp163,020.441.0080KgKawat Beton@Rp11,200.00Rp11,289.601.0000M3Beton 1:2:3@Rp502,503.60Rp502,503.60Rp2,175,474.00Tenaga Kerja4.8500OrgPekerja@Rp35,000.00Rp169,750.001.4000OrgTukang Besi@Rp45,000.00Rp63,000.000.3310OrgKepala Tukang@Rp55,000.00Rp18,205.000.1700OrgMandor@Rp65,000.00Rp11,050.00Rp262,005.00AlatRp0.002.2.9.Tiap 1 M3 Kolom 20/35 butuh:Rp5,830,067.24Bahan10.7143M2Bekisting@Rp105,269.29Rp1,127,885.201.1905LnjrBesi Beton Polos 10@Rp32,462.24Rp38,645.5336.8162LnjrBesi Beton Polos 6@Rp26,464.36Rp974,317.490.8640KgKawat Beton@Rp11,200.00Rp9,676.801.0000M3Beton 1:2:3@Rp502,503.60Rp502,503.60Rp2,653,028.62Tenaga Kerja4.8500OrgPekerja@Rp35,000.00Rp169,750.001.4000OrgTukang Besi@Rp45,000.00Rp63,000.000.3310OrgKepala Tukang@Rp55,000.00Rp18,205.000.1700OrgMandor@Rp65,000.00Rp11,050.00Rp262,005.00AlatRp0.002.2.10Tiap 1 M3 Kolom 20/40 butuh:Rp2,799,003.93Bahan10.0000M2Bekisting@Rp105,269.29Rp1,052,692.861.0417LnjrBesi Beton Polos 10@Rp32,462.24Rp33,814.8435.5014LnjrBesi Beton Polos 6@Rp26,464.36Rp939,520.440.7560KgKawat Beton@Rp11,200.00Rp8,467.201.0000M3Beton 1:2:3@Rp502,503.60Rp502,503.60Rp2,536,998.93Tenaga Kerja4.8500OrgPekerja@Rp35,000.00Rp169,750.001.4000OrgTukang Besi@Rp45,000.00Rp63,000.000.3310OrgKepala Tukang@Rp55,000.00Rp18,205.000.1700OrgMandor@Rp65,000.00Rp11,050.00Rp262,005.00AlatRp0.002.2.11.Tiap 1 M3 Kolom 25/25 butuh:Rp3,053,883.17Bahan12.0000M2Bekisting@Rp105,269.29Rp1,263,231.431.3333LnjrBesi Beton Polos 10@Rp32,462.24Rp43,282.9936.7327LnjrBesi Beton Polos 6@Rp26,464.36Rp972,108.150.9600KgKawat Beton@Rp11,200.00Rp10,752.001.0000M3Beton 1:2:3@Rp502,503.60Rp502,503.60Rp2,791,878.17Tenaga Kerja4.8500OrgPekerja@Rp35,000.00Rp169,750.001.4000OrgTukang Besi@Rp45,000.00Rp63,000.000.3310OrgKepala Tukang@Rp55,000.00Rp18,205.000.1700OrgMandor@Rp65,000.00Rp11,050.00Rp262,005.00AlatRp0.002.2.12.Tiap 1 M3 Kolom 25/30 butuh:Rp2,839,111.49Bahan10.6667M2Bekisting@Rp105,269.29Rp1,122,872.381.1111LnjrBesi Beton Polos 10@Rp32,462.24Rp36,069.1634.2595LnjrBesi Beton Polos 6@Rp26,464.36Rp906,656.550.8040KgKawat Beton@Rp11,200.00Rp9,004.801.0000M3Beton 1:2:3@Rp502,503.60Rp502,503.60Rp2,577,106.49Tenaga Kerja4.8500OrgPekerja@Rp35,000.00Rp169,750.001.4000OrgTukang Besi@Rp45,000.00Rp63,000.000.3310OrgKepala Tukang@Rp55,000.00Rp18,205.000.1700OrgMandor@Rp65,000.00Rp11,050.00Rp262,005.00AlatRp0.002.2.13.Tiap 1 M3 Kolom 25/35 butuh:Rp2,692,673.06Bahan9.7143M2Bekisting@Rp105,269.29Rp1,022,615.920.9524LnjrBesi Beton Polos 10@Rp32,462.24Rp30,916.4232.6838LnjrBesi Beton Polos 6@Rp26,464.36Rp864,955.320.8640KgKawat Beton@Rp11,200.00Rp9,676.801.0000M3Beton 1:2:3@Rp502,503.60Rp502,503.60Rp2,430,668.06Tenaga Kerja4.8500OrgPekerja@Rp35,000.00Rp169,750.001.4000OrgTukang Besi@Rp45,000.00Rp63,000.000.3310OrgKepala Tukang@Rp55,000.00Rp18,205.000.1700OrgMandor@Rp65,000.00Rp11,050.00Rp262,005.00AlatRp0.002.2.14.Tiap 1 M3 Kolom 25/40 butuh:Rp2,560,396.95Bahan9.0000M2Bekisting@Rp105,269.29Rp947,423.570.8333LnjrBesi Beton Polos 10@Rp32,462.24Rp27,051.8730.7845LnjrBesi Beton Polos 6@Rp26,464.36Rp814,692.910.6000KgKawat Beton@Rp11,200.00Rp6,720.001.0000M3Beton 1:2:3@Rp502,503.60Rp502,503.60Rp2,298,391.95Tenaga Kerja4.8500OrgPekerja@Rp35,000.00Rp169,750.001.4000OrgTukang Besi@Rp45,000.00Rp63,000.000.3310OrgKepala Tukang@Rp55,000.00Rp18,205.000.1700OrgMandor@Rp65,000.00Rp11,050.00Rp262,005.00AlatRp0.002.2.15.Tiap 1 M3 Kolom 25/45 butuh:Rp2,478,904.56Bahan8.4444M2Bekisting@Rp105,269.29Rp888,940.630.7407LnjrBesi Beton Polos 10@Rp32,462.24Rp24,046.1130.0541LnjrBesi Beton Polos 6@Rp26,464.36Rp795,361.220.5400KgKawat Beton@Rp11,200.00Rp6,048.001.0000M3Beton 1:2:3@Rp502,503.60Rp502,503.60Rp2,216,899.56Tenaga Kerja4.8500OrgPekerja@Rp35,000.00Rp169,750.001.4000OrgTukang Besi@Rp45,000.00Rp63,000.000.3310OrgKepala Tukang@Rp55,000.00Rp18,205.000.1700OrgMandor@Rp65,000.00Rp11,050.00Rp262,005.00AlatRp0.002.2.16.Tiap 1 M3 Kolom 25/50 butuh:Rp2,395,901.55Bahan8.0000M2Bekisting@Rp105,269.29Rp842,154.290.6667LnjrBesi Beton Polos 10@Rp32,462.24Rp21,641.5028.8018LnjrBesi Beton Polos 6@Rp26,464.36Rp762,221.170.4800KgKawat Beton@Rp11,200.00Rp5,376.001.0000M3Beton 1:2:3@Rp502,503.60Rp502,503.60Rp2,133,896.55Tenaga Kerja4.8500OrgPekerja@Rp35,000.00Rp169,750.001.4000OrgTukang Besi@Rp45,000.00Rp63,000.000.3310OrgKepala Tukang@Rp55,000.00Rp18,205.000.1700OrgMandor@Rp65,000.00Rp11,050.00Rp262,005.00AlatRp0.002.2.17.Tiap 1 M3 Kolom 30/30 butuh:Rp2,689,914.77Bahan10.0000M2Bekisting@Rp105,269.29Rp1,052,692.860.9259LnjrBesi Beton Polos 10@Rp32,462.24Rp30,057.6331.5568LnjrBesi Beton Polos 6@Rp26,464.36Rp835,129.280.6720KgKawat Beton@Rp11,200.00Rp7,526.401.0000M3Beton 1:2:3@Rp502,503.60Rp502,503.60Rp2,427,909.77Tenaga Kerja4.8500OrgPekerja@Rp35,000.00Rp169,750.001.4000OrgTukang Besi@Rp45,000.00Rp63,000.000.3310OrgKepala Tukang@Rp55,000.00Rp18,205.000.1700OrgMandor@Rp65,000.00Rp11,050.00Rp262,005.00AlatRp0.002.2.18.Tiap 1 M3 Kolom 30/35 butuh:Rp2,706,713.89Bahan10.7143M2Bekisting@Rp105,269.29Rp1,127,885.200.7937LnjrBesi Beton Polos 10@Rp32,462.24Rp25,763.6929.5532LnjrBesi Beton Polos 6@Rp26,464.36Rp782,105.200.5760KgKawat Beton@Rp11,200.00Rp6,451.201.0000M3Beton 1:2:3@Rp502,503.60Rp502,503.60Rp2,444,708.89Tenaga Kerja4.8500OrgPekerja@Rp35,000.00Rp169,750.001.4000OrgTukang Besi@Rp45,000.00Rp63,000.000.3310OrgKepala Tukang@Rp55,000.00Rp18,205.000.1700OrgMandor@Rp65,000.00Rp11,050.00Rp262,005.00AlatRp0.002.2.19.Tiap 1 M3 Kolom 30/40 butuh:Rp2,412,277.81Bahan8.3333M2Bekisting@Rp105,269.29Rp877,244.050.6944LnjrBesi Beton Polos 10@Rp32,462.24Rp22,543.2228.0505LnjrBesi Beton Polos 6@Rp26,464.36Rp742,337.140.5040KgKawat Beton@Rp11,200.00Rp5,644.801.0000M3Beton 1:2:3@Rp502,503.60Rp502,503.60Rp2,150,272.81Tenaga Kerja4.8500OrgPekerja@Rp35,000.00Rp169,750.001.4000OrgTukang Besi@Rp45,000.00Rp63,000.000.3310OrgKepala Tukang@Rp55,000.00Rp18,205.000.1700OrgMandor@Rp65,000.00Rp11,050.00Rp262,005.00AlatRp0.002.2.20.Tiap 1 M3 Kolom 35/45 butuh:Rp2,208,581.74Bahan7.3016M2Bekisting@Rp105,269.29Rp768,632.880.5291LnjrBesi Beton Polos 10@Rp32,462.24Rp17,175.7924.7111LnjrBesi Beton Polos 6@Rp26,464.36Rp653,963.670.3840KgKawat Beton@Rp11,200.00Rp4,300.801.0000M3Beton 1:2:3@Rp502,503.60Rp502,503.60Rp1,946,576.74Tenaga Kerja4.8500OrgPekerja@Rp35,000.00Rp169,750.001.4000OrgTukang Besi@Rp45,000.00Rp63,000.000.3310OrgKepala Tukang@Rp55,000.00Rp18,205.000.1700OrgMandor@Rp65,000.00Rp11,050.00Rp262,005.00AlatRp0.002.2.21.Tiap 1 M3 Kolom 35/50 butuh:Rp2,138,409.74Bahan6.8571M2Bekisting@Rp105,269.29Rp721,846.530.4762LnjrBesi Beton Polos 10@Rp32,462.24Rp15,458.2123.9076LnjrBesi Beton Polos 6@Rp26,464.36Rp632,698.800.3480KgKawat Beton@Rp11,200.00Rp3,897.601.0000M3Beton 1:2:3@Rp502,503.60Rp502,503.60Rp1,876,404.74Tenaga Kerja4.8500OrgPekerja@Rp35,000.00Rp169,750.001.4000OrgTukang Besi@Rp45,000.00Rp63,000.000.3310OrgKepala Tukang@Rp55,000.00Rp18,205.000.1700OrgMandor@Rp65,000.00Rp11,050.00Rp262,005.00AlatRp0.002.2.22.Tiap 1 M3 Kolom 40/40 butuh:Rp2,185,013.39Bahan7.5000M2Bekisting@Rp105,269.29Rp789,519.640.5208LnjrBesi Beton Polos 10@Rp32,462.24Rp16,907.4223.0414LnjrBesi Beton Polos 6@Rp26,464.36Rp609,776.930.3840KgKawat Beton@Rp11,200.00Rp4,300.801.0000M3Beton 1:2:3@Rp502,503.60Rp502,503.60Rp1,923,008.39Tenaga Kerja4.8500OrgPekerja@Rp35,000.00Rp169,750.001.4000OrgTukang Besi@Rp45,000.00Rp63,000.000.3310OrgKepala Tukang@Rp55,000.00Rp18,205.000.1700OrgMandor@Rp65,000.00Rp11,050.00Rp262,005.00AlatRp0.002.2.23.Tiap 1 M3 Kolom 40/45 butuh:Rp2,125,218.92Bahan6.9444M2Bekisting@Rp105,269.29Rp731,036.710.4630LnjrBesi Beton Polos 10@Rp32,462.24Rp15,028.8223.0832LnjrBesi Beton Polos 6@Rp26,464.36Rp610,881.600.3360KgKawat Beton@Rp11,200.00Rp3,763.201.0000M3Beton 1:2:3@Rp502,503.60Rp502,503.60Rp1,863,213.92Tenaga Kerja4.8500OrgPekerja@Rp35,000.00Rp169,750.001.4000OrgTukang Besi@Rp45,000.00Rp63,000.000.3310OrgKepala Tukang@Rp55,000.00Rp18,205.000.1700OrgMandor@Rp65,000.00Rp11,050.00Rp262,005.00AlatRp0.002.2.24.Tiap 1 M3 Kolom 40/50 butuh:Rp2,045,595.78Bahan6.5000M2Bekisting@Rp105,269.29Rp684,250.360.4167LnjrBesi Beton Polos 10@Rp32,462.24Rp13,525.9321.9144LnjrBesi Beton Polos 6@Rp26,464.36Rp579,950.890.3000KgKawat Beton@Rp11,200.00Rp3,360.001.0000M3Beton 1:2:3@Rp502,503.60Rp502,503.60Rp1,783,590.78Tenaga Kerja4.8500OrgPekerja@Rp35,000.00Rp169,750.001.4000OrgTukang Besi@Rp45,000.00Rp63,000.000.3310OrgKepala Tukang@Rp55,000.00Rp18,205.000.1700OrgMandor@Rp65,000.00Rp11,050.00Rp262,005.00AlatRp0.002.2.6.Tiap 1 M3 Balok 15/20 butuh:Rp3,115,744.55Bahan16.6667M2Bekisting@Rp105,269.29Rp1,754,488.1011.1111LnjrBesi Beton Polos 10@Rp32,462.24Rp360,691.598.0717LnjrBesi Beton Polos 6@Rp26,464.36Rp213,611.472.0040KgKawat Beton@Rp11,200.00Rp22,444.801.0000M3Beton 1:2:3@Rp502,503.60Rp502,503.60Rp2,853,739.55Tenaga Kerja4.8500OrgPekerja@Rp35,000.00Rp169,750.001.4000OrgTukang Besi@Rp45,000.00Rp63,000.000.3310OrgKepala Tukang@Rp55,000.00Rp18,205.000.1700OrgMandor@Rp65,000.00Rp11,050.00Rp262,005.00AlatRp0.002.2.7.Tiap 1 M3 Balok 15/25 butuh:Rp3,656,823.30Bahan14.6667M2Bekisting@Rp105,269.29Rp1,543,949.522.2222LnjrBesi Beton Polos 10@Rp32,462.24Rp72,138.3247.5438LnjrBesi Beton Polos 6@Rp26,464.36Rp1,258,217.261.6080KgKawat Beton@Rp11,200.00Rp18,009.601.0000M3Beton 1:2:3@Rp502,503.60Rp502,503.60Rp3,394,818.30Tenaga Kerja4.8500OrgPekerja@Rp35,000.00Rp169,750.001.4000OrgTukang Besi@Rp45,000.00Rp63,000.000.3310OrgKepala Tukang@Rp55,000.00Rp18,205.000.1700OrgMandor@Rp65,000.00Rp11,050.00Rp262,005.00AlatRp0.002.2.8.Tiap 1 M3 Balok 15/30 butuh:Rp3,449,564.99Bahan13.3333M2Bekisting@Rp105,269.29Rp1,403,590.481.8519LnjrBesi Beton Polos 10@Rp32,462.24Rp60,115.2745.5820LnjrBesi Beton Polos 6@Rp26,464.36Rp1,206,297.841.3440KgKawat Beton@Rp11,200.00Rp15,052.801.0000M3Beton 1:2:3@Rp502,503.60Rp502,503.60Rp3,187,559.99Tenaga Kerja4.8500OrgPekerja@Rp35,000.00Rp169,750.001.4000OrgTukang Besi@Rp45,000.00Rp63,000.000.3310OrgKepala Tukang@Rp55,000.00Rp18,205.000.1700OrgMandor@Rp65,000.00Rp11,050.00Rp262,005.00AlatRp0.002.2.9.Tiap 1 M3 Balok 20 x 20 butuh:Rp3,601,687.69Bahan15.0000M2Bekisting@Rp105,269.29Rp1,579,039.292.0833LnjrBesi Beton Polos 10@Rp32,462.24Rp67,629.6744.3506LnjrBesi Beton Polos 6@Rp26,464.36Rp1,173,710.131.5000KgKawat Beton@Rp11,200.00Rp16,800.001.0000M3Beton 1:2:3@Rp502,503.60Rp502,503.60Rp3,339,682.69Tenaga Kerja4.8500OrgPekerja@Rp35,000.00Rp169,750.001.4000OrgTukang Besi@Rp45,000.00Rp63,000.000.3310OrgKepala Tukang@Rp55,000.00Rp18,205.000.1700OrgMandor@Rp65,000.00Rp11,050.00Rp262,005.00AlatRp0.002.2.10.Tiap 1 M3 Balok 20/25 butuh:Rp3,277,604.70Bahan13.0000M2Bekisting@Rp105,269.29Rp1,368,500.711.6667LnjrBesi Beton Polos 10@Rp32,462.24Rp54,103.7440.6982LnjrBesi Beton Polos 6@Rp26,464.36Rp1,077,051.651.2000KgKawat Beton@Rp11,200.00Rp13,440.001.0000M3Beton 1:2:3@Rp502,503.60Rp502,503.60Rp3,015,599.70Tenaga Kerja4.8500OrgPekerja@Rp35,000.00Rp169,750.001.4000OrgTukang Besi@Rp45,000.00Rp63,000.000.3310OrgKepala Tukang@Rp55,000.00Rp18,205.000.1700OrgMandor@Rp65,000.00Rp11,050.00Rp262,005.00AlatRp0.002.2.11.Tiap 1 M3 Balok 20/30 butuh:Rp3,069,739.88Bahan11.6667M2Bekisting@Rp105,269.29Rp1,228,141.671.3889LnjrBesi Beton Polos 10@Rp32,462.24Rp45,086.4538.5694LnjrBesi Beton Polos 6@Rp26,464.36Rp1,020,713.561.0080KgKawat Beton@Rp11,200.00Rp11,289.601.0000M3Beton 1:2:3@Rp502,503.60Rp502,503.60Rp2,807,734.88Tenaga Kerja4.8500OrgPekerja@Rp35,000.00Rp169,750.001.4000OrgTukang Besi@Rp45,000.00Rp63,000.000.3310OrgKepala Tukang@Rp55,000.00Rp18,205.000.1700OrgMandor@Rp65,000.00Rp11,050.00Rp262,005.00AlatRp0.002.2.12.Tiap 1 M3 Balok 20/35 butuh:Rp2,915,033.62Bahan10.7143M2Bekisting@Rp105,269.29Rp1,127,885.201.1905LnjrBesi Beton Polos 10@Rp32,462.24Rp38,645.5336.8162LnjrBesi Beton Polos 6@Rp26,464.36Rp974,317.490.8640KgKawat Beton@Rp11,200.00Rp9,676.801.0000M3Beton 1:2:3@Rp502,503.60Rp502,503.60Rp2,653,028.62Tenaga Kerja4.8500OrgPekerja@Rp35,000.00Rp169,750.001.4000OrgTukang Besi@Rp45,000.00Rp63,000.000.3310OrgKepala Tukang@Rp55,000.00Rp18,205.000.1700OrgMandor@Rp65,000.00Rp11,050.00Rp262,005.00AlatRp0.002.2.13.Tiap 1 M3 Balok 20/40 butuh:Rp2,797,256.73Bahan10.0000M2Bekisting@Rp105,269.29Rp1,052,692.861.0417LnjrBesi Beton Polos 10@Rp32,462.24Rp33,814.8435.5014LnjrBesi Beton Polos 6@Rp26,464.36Rp939,520.440.6000KgKawat Beton@Rp11,200.00Rp6,720.001.0000M3Beton 1:2:3@Rp502,503.60Rp502,503.60Rp2,535,251.73Tenaga Kerja4.8500OrgPekerja@Rp35,000.00Rp169,750.001.4000OrgTukang Besi@Rp45,000.00Rp63,000.000.3310OrgKepala Tukang@Rp55,000.00Rp18,205.000.1700OrgMandor@Rp65,000.00Rp11,050.00Rp262,005.00AlatRp0.002.2.14.Tiap 1 M3 Balok 25/25 butuh:Rp3,053,883.17Bahan12.0000M2Bekisting@Rp105,269.29Rp1,263,231.431.3333LnjrBesi Beton Polos 10@Rp32,462.24Rp43,282.9936.7327LnjrBesi Beton Polos 6@Rp26,464.36Rp972,108.150.9600KgKawat Beton@Rp11,200.00Rp10,752.001.0000M3Beton 1:2:3@Rp502,503.60Rp502,503.60Rp2,791,878.17Tenaga Kerja4.8500OrgPekerja@Rp35,000.00Rp169,750.001.4000OrgTukang Besi@Rp45,000.00Rp63,000.000.3310OrgKepala Tukang@Rp55,000.00Rp18,205.000.1700OrgMandor@Rp65,000.00Rp11,050.00Rp262,005.00AlatRp0.002.2.15.Tiap 1 M3 Balok 25/30 butuh:Rp2,839,111.49Bahan10.6667M2Bekisting@Rp105,269.29Rp1,122,872.381.1111LnjrBesi Beton Polos 10@Rp32,462.24Rp36,069.1634.2595LnjrBesi Beton Polos 6@Rp26,464.36Rp906,656.550.8040KgKawat Beton@Rp11,200.00Rp9,004.801.0000M3Beton 1:2:3@Rp502,503.60Rp502,503.60Rp2,577,106.49Tenaga Kerja4.8500OrgPekerja@Rp35,000.00Rp169,750.001.4000OrgTukang Besi@Rp45,000.00Rp63,000.000.3310OrgKepala Tukang@Rp55,000.00Rp18,205.000.1700OrgMandor@Rp65,000.00Rp11,050.00Rp262,005.00AlatRp0.002.2.16.Tiap 1 M3 Balok 25/35 butuh:Rp2,690,791.46Bahan9.7143M2Bekisting@Rp105,269.29Rp1,022,615.920.9524LnjrBesi Beton Polos 10@Rp32,462.24Rp30,916.4232.6838LnjrBesi Beton Polos 6@Rp26,464.36Rp864,955.320.6960KgKawat Beton@Rp11,200.00Rp7,795.201.0000M3Beton 1:2:3@Rp502,503.60Rp502,503.60Rp2,428,786.46Tenaga Kerja4.8500OrgPekerja@Rp35,000.00Rp169,750.001.4000OrgTukang Besi@Rp45,000.00Rp63,000.000.3310OrgKepala Tukang@Rp55,000.00Rp18,205.000.1700OrgMandor@Rp65,000.00Rp11,050.00Rp262,005.00AlatRp0.002.2.17.Tiap 1 M3 Balok 25/40 butuh:Rp2,560,396.95Bahan9.0000M2Bekisting@Rp105,269.29Rp947,423.570.8333LnjrBesi Beton Polos 10@Rp32,462.24Rp27,051.8730.7845LnjrBesi Beton Polos 6@Rp26,464.36Rp814,692.910.6000KgKawat Beton@Rp11,200.00Rp6,720.001.0000M3Beton 1:2:3@Rp502,503.60Rp502,503.60Rp2,298,391.95Tenaga Kerja4.8500OrgPekerja@Rp35,000.00Rp169,750.001.4000OrgTukang Besi@Rp45,000.00Rp63,000.000.3310OrgKepala Tukang@Rp55,000.00Rp18,205.000.1700OrgMandor@Rp65,000.00Rp11,050.00Rp262,005.00AlatRp0.002.2.18.Tiap 1 M3 Balok 25/45 butuh:Rp2,478,904.56Bahan8.4444M2Bekisting@Rp105,269.29Rp888,940.630.7407LnjrBesi Beton Polos 10@Rp32,462.24Rp24,046.1130.0541LnjrBesi Beton Polos 6@Rp26,464.36Rp795,361.220.5400KgKawat Beton@Rp11,200.00Rp6,048.001.0000M3Beton 1:2:3@Rp502,503.60Rp502,503.60Rp2,216,899.56Tenaga Kerja4.8500OrgPekerja@Rp35,000.00Rp169,750.001.4000OrgTukang Besi@Rp45,000.00Rp63,000.000.3310OrgKepala Tukang@Rp55,000.00Rp18,205.000.1700OrgMandor@Rp65,000.00Rp11,050.00Rp262,005.00AlatRp0.002.2.19.Tiap 1 M3 Balok 25/50 butuh:Rp2,395,901.55Bahan8.0000M2Bekisting@Rp105,269.29Rp842,154.290.6667LnjrBesi Beton Polos 10@Rp32,462.24Rp21,641.5028.8018LnjrBesi Beton Polos 6@Rp26,464.36Rp762,221.170.4800KgKawat Beton@Rp11,200.00Rp5,376.001.0000M3Beton 1:2:3@Rp502,503.60Rp502,503.60Rp2,133,896.55Tenaga Kerja4.8500OrgPekerja@Rp35,000.00Rp169,750.001.4000OrgTukang Besi@Rp45,000.00Rp63,000.000.3310OrgKepala Tukang@Rp55,000.00Rp18,205.000.1700OrgMandor@Rp65,000.00Rp11,050.00Rp262,005.00AlatRp0.002.2.20.Tiap 1 M3 Balok 30/30 butuh:Rp2,689,914.77Bahan10.0000M2Bekisting@Rp105,269.29Rp1,052,692.860.9259LnjrBesi Beton Polos 10@Rp32,462.24Rp30,057.6331.5568LnjrBesi Beton Polos 6@Rp26,464.36Rp835,129.280.6720KgKawat Beton@Rp11,200.00Rp7,526.401.0000M3Beton 1:2:3@Rp502,503.60Rp502,503.60Rp2,427,909.77Tenaga Kerja4.8500OrgPekerja@Rp35,000.00Rp169,750.001.4000OrgTukang Besi@Rp45,000.00Rp63,000.000.3310OrgKepala Tukang@Rp55,000.00Rp18,205.000.1700OrgMandor@Rp65,000.00Rp11,050.00Rp262,005.00AlatRp0.002.2.21.Tiap 1 M3 Balok 30/35 butuh:Rp2,125,994.90Bahan9.0476M2Bekisting@Rp105,269.29Rp952,436.395.5556LnjrBesi Beton Polos 12@Rp32,462.24Rp180,345.808.3982LnjrBesi Beton Polos 6@Rp26,464.36Rp222,252.920.5760KgKawat Beton@Rp11,200.00Rp6,451.201.0000M3Beton 1:2:3@Rp502,503.60Rp502,503.60Rp1,863,989.90Tenaga Kerja4.8500OrgPekerja@Rp35,000.00Rp169,750.001.4000OrgTukang Besi@Rp45,000.00Rp63,000.000.3310OrgKepala Tukang@Rp55,000.00Rp18,205.000.1700OrgMandor@Rp65,000.00Rp11,050.00Rp262,005.00AlatRp0.002.2.22.Tiap 1 M3 Balok 30/40 butuh:Rp2,412,277.81Bahan8.3333M2Bekisting@Rp105,269.29Rp877,244.050.6944LnjrBesi Beton Polos 10@Rp32,462.24Rp22,543.2228.0505LnjrBesi Beton Polos 6@Rp26,464.36Rp742,337.140.5040KgKawat Beton@Rp11,200.00Rp5,644.801.0000M3Beton 1:2:3@Rp502,503.60Rp502,503.60Rp2,150,272.81Tenaga Kerja4.8500OrgPekerja@Rp35,000.00Rp169,750.001.4000OrgTukang Besi@Rp45,000.00Rp63,000.000.3310OrgKepala Tukang@Rp55,000.00Rp18,205.000.1700OrgMandor@Rp65,000.00Rp11,050.00Rp262,005.00AlatRp0.002.2.23.Tiap 1 M3 Balok 35/45 butuh:Rp2,208,581.74Bahan7.3016M2Bekisting@Rp105,269.29Rp768,632.880.5291LnjrBesi Beton Polos 10@Rp32,462.24Rp17,175.7924.7111LnjrBesi Beton Polos 6@Rp26,464.36Rp653,963.670.3840KgKawat Beton@Rp11,200.00Rp4,300.801.0000M3Beton 1:2:3@Rp502,503.60Rp502,503.60Rp1,946,576.74Tenaga Kerja4.8500OrgPekerja@Rp35,000.00Rp169,750.001.4000OrgTukang Besi@Rp45,000.00Rp63,000.000.3310OrgKepala Tukang@Rp55,000.00Rp18,205.000.1700OrgMandor@Rp65,000.00Rp11,050.00Rp262,005.00AlatRp0.002.2.24.Tiap 1 M3 Balok 35/50 butuh:Rp2,138,409.74Bahan6.8571M2Bekisting@Rp105,269.29Rp721,846.530.4762LnjrBesi Beton Polos 10@Rp32,462.24Rp15,458.2123.9076LnjrBesi Beton Polos 6@Rp26,464.36Rp632,698.800.3480KgKawat Beton@Rp11,200.00Rp3,897.601.0000M3Beton 1:2:3@Rp502,503.60Rp502,503.60Rp1,876,404.74Tenaga Kerja4.8500OrgPekerja@Rp35,000.00Rp169,750.001.4000OrgTukang Besi@Rp45,000.00Rp63,000.000.3310OrgKepala Tukang@Rp55,000.00Rp18,205.000.1700OrgMandor@Rp65,000.00Rp11,050.00Rp262,005.00AlatRp0.002.2.25.Tiap 1 M3 Balok 40/40 butuh:Rp2,229,200.13Bahan7.5000M2Bekisting@Rp105,269.29Rp789,519.640.5208LnjrBesi Beton Polos 10@Rp32,462.24Rp16,907.4224.7111LnjrBesi Beton Polos 6@Rp26,464.36Rp653,963.670.3840KgKawat Beton@Rp11,200.00Rp4,300.801.0000M3Beton 1:2:3@Rp502,503.60Rp502,503.60Rp1,967,195.13Tenaga Kerja4.8500OrgPekerja@Rp35,000.00Rp169,750.001.4000OrgTukang Besi@Rp45,000.00Rp63,000.000.3310OrgKepala Tukang@Rp55,000.00Rp18,205.000.1700OrgMandor@Rp65,000.00Rp11,050.00Rp262,005.00AlatRp0.002.2.26.Tiap 1 M3 Balok 40/45 butuh:Rp2,125,218.92Bahan6.9444M2Bekisting@Rp105,269.29Rp731,036.710.4630LnjrBesi Beton Polos 10@Rp32,462.24Rp15,028.8223.0832LnjrBesi Beton Polos 6@Rp26,464.36Rp610,881.600.3360KgKawat Beton@Rp11,200.00Rp3,763.201.0000M3Beton 1:2:3@Rp502,503.60Rp502,503.60Rp1,863,213.92Tenaga Kerja4.8500OrgPekerja@Rp35,000.00Rp169,750.001.4000OrgTukang Besi@Rp45,000.00Rp63,000.000.3310OrgKepala Tukang@Rp55,000.00Rp18,205.000.1700OrgMandor@Rp65,000.00Rp11,050.00Rp262,005.00AlatRp0.002.2.27.Tiap 1 M3 Balok 40/50 butuh:Rp2,045,595.78Bahan6.5000M2Bekisting@Rp105,269.29Rp684,250.360.4167LnjrBesi Beton Polos 10@Rp32,462.24Rp13,525.9321.9144LnjrBesi Beton Polos 6@Rp26,464.36Rp579,950.890.3000KgKawat Beton@Rp11,200.00Rp3,360.001.0000M3Beton 1:2:3@Rp502,503.60Rp502,503.60Rp1,783,590.78Tenaga Kerja4.8500OrgPekerja@Rp35,000.00Rp169,750.001.4000OrgTukang Besi@Rp45,000.00Rp63,000.000.3310OrgKepala Tukang@Rp55,000.00Rp18,205.000.1700OrgMandor@Rp65,000.00Rp11,050.00Rp262,005.00AlatRp0.002.2.28.Tiap 1 M3 Plat Beton butuh:Rp1,150,327.91Bahan2.2000M2Bekisting@Rp146,573.75Rp322,462.250.9167LnjrBesi Beton Polos 10@Rp32,462.24Rp29,757.063.0000KgKawat Beton@Rp11,200.00Rp33,600.001.0000M3Beton 1:2:3@Rp502,503.60Rp502,503.60Rp888,322.91Tenaga Kerja4.8500OrgPekerja@Rp35,000.00Rp169,750.001.4000OrgTukang Besi@Rp45,000.00Rp63,000.000.3310OrgKepala Tukang@Rp55,000.00Rp18,205.000.1700OrgMandor@Rp65,000.00Rp11,050.00Rp262,005.00AlatRp0.002.2.29.Tiap 1 M3 Ring Balok butuh:Rp2,915,054.46Bahan13.3333M2Bekisting@Rp105,269.29Rp1,403,590.4814.8148LnjrBesi Beton Polos 10@Rp32,462.24Rp480,922.128.9200LnjrBesi Beton Polos 6@Rp26,464.36Rp236,062.062.6760KgKawat Beton@Rp11,200.00Rp29,971.201.0000M3Beton 1:2:3@Rp502,503.60Rp502,503.60Rp2,653,049.46Tenaga Kerja4.8500OrgPekerja@Rp35,000.00Rp169,750.001.4000OrgTukang Besi@Rp45,000.00Rp63,000.000.3310OrgKepala Tukang@Rp55,000.00Rp18,205.000.1700OrgMandor@Rp65,000.00Rp11,050.00Rp262,005.00AlatRp0.002.2.30.Tiap 1 M3 Tangga Beton Bertulang butuh:Rp4,398,277.54Bahan9.1638M2Bekisting@Rp250,877.50Rp2,298,991.9840.3038LnjrBesi Beton Polos 10@Rp32,462.24Rp1,308,350.562.3595KgKawat Beton@Rp11,200.00Rp26,426.401.0000M3Beton@Rp502,503.60Rp502,503.60Rp4,136,272.54Tenaga Kerja4.8500OrgPekerja@Rp35,000.00Rp169,750.001.4000OrgTukang Besi@Rp45,000.00Rp63,000.000.3310OrgKepala Tukang@Rp55,000.00Rp18,205.000.1700OrgMandor@Rp65,000.00Rp11,050.00Rp262,005.00AlatRp0.002.3.PEKERNJAAN DINDING2.3.1.Tiap 1 M2 Pasangan Dinding Batu Bata (1:4) Ukuran 5 x 11 x 22 cm butuh:Rp49,060.20Bahan70.0000BuahBatu Bata 5/11/22@Rp225.00Rp15,750.000.2300Zak11.5000KgTonasa Semen portland 50kg@Rp51,240.00Rp11,785.200.0430M3Pasir Pasang@Rp100,000.00Rp4,300.00Rp31,835.20Tenaga Kerja0.3200OrgPekerja@Rp35,000.00Rp11,200.000.1000OrgTukang Batu@Rp45,000.00Rp4,500.000.0100OrgKepala Tukang@Rp55,000.00Rp550.000.0150OrgMandor@Rp65,000.00Rp975.00Rp17,225.00AlatRp0.002.3.2.Tiap 1 M2 Pasangan Dinding Batu Bata (1:2) Ukuran 5 x 11 x 22 cm butuh:Rp56,194.96Bahan70.0000BuahBatu Bata@Rp225.00Rp15,750.000.3790Zak18.9500KgTonasa Semen portland 50kg@Rp51,240.00Rp19,419.960.0380M3Pasir Pasang@Rp100,000.00Rp3,800.00Rp38,969.96Tenaga Kerja0.3200OrgPekerja@Rp35,000.00Rp11,200.000.1000OrgTukang Batu@Rp45,000.00Rp4,500.000.0100OrgKepala Tukang@Rp55,000.00Rp550.000.0150OrgMandor@Rp65,000.00Rp975.00Rp17,225.00AlatRp0.002.4.PEKERJAAN KUSEN2.4.1.Tiap 1 M3 Pasangan Kusen Pintu dan Jendela (Kayu Bengkirai) butuh:Rp2,786,375.00Bahan28.6458Lnjr1.1000M3Kayu Bengkirai 8/12@Rp54,000.00Rp1,546,875.00Rp1,546,875.00Tenaga Kerja6.0000OrgPekerja@Rp35,000.00Rp210,000.0020.0000OrgTukang Kayu@Rp45,000.00Rp900,000.002.0000OrgKepala Tukang@Rp55,000.00Rp110,000.000.3000OrgMandor@Rp65,000.00Rp19,500.00Rp1,239,500.00AlatRp0.00IIIPEKERJAAN KAP DAN ATAP3.1.PEKERJAAN KAP DAN RANGKA ATAP3.1.1.Tiap 1 M3 Pekerjaan Balok Dinding 8/12 butuh:Rp16,037.50Bahan0.1250Lnjr0.0030M3Balok Bengkirai 8/12@Rp18,700.00Rp2,337.500.8000KgPaku Biasa 2"-5"@Rp9,800.00Rp7,840.00Rp10,177.50Tenaga Kerja0.1000OrgPekerja@Rp35,000.00Rp3,500.000.0330OrgTukang Kayu@Rp45,000.00Rp1,485.000.0100OrgKepala Tukang@Rp55,000.00Rp550.000.0050OrgMandor@Rp65,000.00Rp325.00Rp5,860.00AlatRp0.003.1.2.Tiap 1 M3 Pekerjaan Kuda-Kuda Kayu (Bengkirai) butuh:Rp2,419,981.29Bahan28.6458Lnjr1.1000M3Balok Bengkirai 6/12@Rp54,000.00Rp1,546,875.000.8000KgPaku Biasa 2"-5"@Rp9,800.00Rp7,840.0015.0000KgBesi Strip@Rp5,384.42Rp80,766.29Rp1,635,481.29Tenaga Kerja5.5000OrgPekerja@Rp35,000.00Rp192,500.008.3000OrgTukang Kayu@Rp45,000.00Rp373,500.002.2000OrgKepala Tukang Kayu@Rp55,000.00Rp121,000.001.5000OrgMandor@Rp65,000.00Rp97,500.00Rp784,500.00AlatRp0.003.1.3.Tiap 1 M2 Pekerjaan rangka Atap (Kasau + Reng Bengkirai) butuh:Rp34,345.00Bahan1.0000BtgBalok Bengkirai 2/3@Rp3,500.00Rp3,500.001.0000BtgBalok Bengkirai 5/7@Rp20,500.00Rp20,500.000.1500KgPaku Biasa 2"-5"@Rp9,800.00Rp1,470.00Rp25,470.00Tenaga Kerja0.1000OrgPekerja@Rp35,000.00Rp3,500.000.1000OrgTukang Kayu@Rp45,000.00Rp4,500.000.0100OrgKepala Tukang Kayu@Rp55,000.00Rp550.000.0050OrgMandor@Rp65,000.00Rp325.00Rp8,875.00AlatRp0.003.1.4.Tiap 1M' Papan Lisplank (3/20), Bengkirai butuh:Rp28,935.00Bahan0.2400Ljr0.0072M3Bengkirai Papan 3/25@Rp60,500.00Rp14,520.000.0500KgPaku Biasa 2"-5"@Rp9,800.00Rp490.00Rp15,010.00Tenaga Kerja0.1000OrgPekerja@Rp35,000.00Rp3,500.000.2000OrgTukang Kayu@Rp45,000.00Rp9,000.000.0200OrgKepala Tukang Kayu@Rp55,000.00Rp1,100.000.0050OrgMandor@Rp65,000.00Rp325.00Rp13,925.00AlatRp0.003.1.5.Tiap 1 M' Papan Reuter (3/25), Bengkirai3.1.5.Pemasangan 1 M3 Gording, Nog 6/12 butuh:Rp689,120.96Bahan0.0422Lnjr1.1000M3Kayu Bengkirai Balok 6/12@Rp54,000.00Rp2,280.960.8000kgPaku@Rp9,800.00Rp7,840.00Rp10,120.96Tenaga Kerja12.0000OrgPekerja@Rp35,000.00Rp420,000.004.0000OrgTukang kayu@Rp45,000.00Rp180,000.001.2000OrgKepala Tukang@Rp55,000.00Rp66,000.000.2000OrgMandor@Rp65,000.00Rp13,000.00Rp679,000.00AlatRp0.003.1.6.Pemasangan 1 M' Talang Miring BJLS 28 butuh:Rp519,704.83Bahan0.5000LbrSeng Plat 3 x 6 BJLS 28@Rp28,500.00Rp14,250.000.0150KgPaku 1/2'-1"@Rp9,800.00Rp147.007.9167Btg0.1900M3Kayu Bengkiai 3/20@Rp60,500.00Rp478,958.330.3000KgMeni Besi@Rp18,300.00Rp5,490.00Rp498,845.33Tenaga Kerja0.0400OrgPekerja@Rp35,000.00Rp1,400.000.4000OrgTukang kayu@Rp45,000.00Rp18,000.000.0250OrgKepala Tukang@Rp55,000.00Rp1,375.000.0013OrgMandor@Rp65,000.00Rp84.50Rp20,859.50AlatRp0.003.2.PEKERJAAN PENUTUP ATAP3.2.1.Tiap Pemasangan 1 M2 Atap butuh:Rp43,785.80Bahan0.6000LbrAtap Sakura Roof 2 Susun@Rp51,968.00Rp31,180.800.0500KgPaku@Rp9,800.00Rp490.00Rp31,670.80Tenaga Kerja0.2000OrgPekerja@Rp35,000.00Rp7,000.000.1000OrgTukang Kayu@Rp45,000.00Rp4,500.000.0100OrgKepala Tukang Kayu@Rp55,000.00Rp550.000.0010OrgMandor@Rp65,000.00Rp65.00Rp12,115.00AlatRp0.003.2.2.Pemasangan 1 M' Perabung butuh:Rp130,387.47Bahan3.0000LbrPerabung Dari Sakura Roof@Rp16,800.00Rp50,400.000.1600ZakSemen@Rp51,240.00Rp8,198.400.5200M3Pasir Cor@Rp130,000.00Rp67,600.00Rp126,198.40Tenaga Kerja0.0457OrgPekerja@Rp35,000.00Rp1,599.070.0500OrgTukang Kayu@Rp45,000.00Rp2,250.000.0050OrgKepala Tukang Kayu@Rp55,000.00Rp275.000.0010OrgMandor@Rp65,000.00Rp65.00Rp4,189.07AlatRp0.00IV.PEKERJAAN PLAFON4.1.BALOK PLAFON4.1.1.Tiap 1 M2 Rangka Plafon butuh:Rp36,913.93Bahan0.8571Btg0.0120M3Balok Bengkirai 5/7@Rp20,500.00Rp17,571.430.1000KgPaku Biasa 2"-5"@Rp9,800.00Rp980.00Rp18,551.43Tenaga Kerja0.1500OrgPekerja@Rp35,000.00Rp5,250.000.2500OrgTukang Kayu@Rp45,000.00Rp11,250.000.0250OrgKepala Tukang@Rp55,000.00Rp1,375.000.0075OrgMandor@Rp65,000.00Rp487.50Rp18,362.50AlatRp0.004.2.Memasang Plafon4.2.1.Tiap Memasang 1 M2 Plafond Gypsum butuh:Rp64,214.67Bahan0.4167LbrGypsum@Rp61,600.00Rp25,666.670.0100KgPaku Biasa@Rp9,800.00Rp98.000.0500KgPaku Sekrup@Rp10,000.00Rp500.00Rp26,264.67Tenaga Kerja0.2000OrgPekerja@Rp35,000.00Rp7,000.000.6000OrgTukang Kayu@Rp45,000.00Rp27,000.000.0600OrgKepala Tukang Kayu@Rp55,000.00Rp3,300.000.0100OrgMandor@Rp65,000.00Rp650.00Rp37,950.00AlatRp0.004.2.2.Tiap Memasang Lis Plafond butuh:Rp12,394.20Bahan1.0500M3Kayu Profil@Rp10,000.00Rp10,500.000.0040KgPaku@Rp9,800.00Rp39.20Rp10,539.20Tenaga Kerja0.0210OrgPekerja@Rp35,000.00Rp735.000.0210OrgTukang Kayu@Rp45,000.00Rp945.000.0020OrgKepala Tukang Kayu@Rp55,000.00Rp110.000.0010OrgMandor@Rp65,000.00Rp65.00Rp1,855.00AlatRp0.00V.PEKERJAAN PLASTERAN5.1.PLASTERAN5.1.1.Tiap 1 M2 Plasteran Dinding (1:2) Tebal 15 cm butuh:Rp26,166.30Bahan0.1704Zak8.5200KgTonasa Semen portland 50kg@Rp51,240.00Rp8,731.300.0170M3Pasir Pasang@Rp130,000.00Rp2,210.00Rp10,941.30Tenaga Kerja0.2000OrgPekerja@Rp35,000.00Rp7,000.000.1500OrgTukang Batu@Rp45,000.00Rp6,750.000.0150OrgKepala Tukang@Rp55,000.00Rp825.000.0100OrgMandor@Rp65,000.00Rp650.00Rp15,225.00AlatRp0.005.1.2.Tiap 1 M2 Plasteran Dinding (1:4) Tebal 15 cm butuh:Rp22,553.96Bahan0.1040Zak5.2000KgTonasa Semen portland 50kg@Rp51,240.00Rp5,328.960.0200M3Pasir Pasang@Rp100,000.00Rp2,000.00Rp7,328.96Tenaga Kerja0.2000OrgPekerja@Rp35,000.00Rp7,000.000.1500OrgTukang Batu@Rp45,000.00Rp6,750.000.0150OrgKepala Tukang@Rp55,000.00Rp825.000.0100OrgMandor@Rp65,000.00Rp650.00Rp15,225.00AlatRp0.005.1.3.Tiap 1 M2 Acian Semen butuh:Rp4,837.48Bahan0.0020Zak0.1000KgTonasa Semen portland 50kg@Rp51,240.00Rp102.48Rp102.48Tenaga Kerja0.0550OrgTukang Batu@Rp45,000.00Rp2,475.000.0387OrgKepala Tukang@Rp55,000.00Rp2,130.000.0020OrgMandor@Rp65,000.00Rp130.00Rp4,735.00AlatRp0.005.2.Turap Porslin5.2.1.Tiap 1 M2 Pasangan Dinding Porslin 20 x 20 cm, Warna butuh:Rp114,875.64Bahan25.0000BhPorselin 15 x 15 cm,@Rp2,196.00Rp54,900.000.1860Zak9.3000KgSemen@Rp51,240.00Rp9,530.640.0180M3Pasir Pasang@Rp100,000.00Rp1,800.000.0300Zak1.5000KgSemen Warna@Rp91,500.00Rp2,745.00Rp68,975.64Tenaga Kerja0.6000OrgPekerja@Rp35,000.00Rp21,000.000.4550OrgTukang Batu@Rp45,000.00Rp20,475.000.0450OrgKepala Tukang@Rp55,000.00Rp2,475.000.0300OrgMandor@Rp65,000.00Rp1,950.00Rp45,900.00AlatRp0.00VI.PEKERJAAN LANTAI6.1.Urugan Bawah Lantai6.1.1.Tiap 1 M3 Urugan Pasir butuh:Rp107,150.00Bahan1.2000M3Pasir Urug@Rp80,000.00Rp96,000.00Rp96,000.00Tenaga Kerja0.3000OrgPekerja@Rp35,000.00Rp10,500.000.0100OrgMandor@Rp65,000.00Rp650.00Rp11,150.00AlatRp0.006.2.Pasangan Lantai6.2.1.Tiap 1 M2 Pasangan Lantai Kramik 40 x 40 butuh:Rp127,032.22Bahan6.0000BhKia Keramik 40x40@Rp11,183.33Rp67,100.000.2276Zak11.3800KgTonasa Semen portland 50kg@Rp51,240.00Rp11,662.220.0420M3Pasir Pasang@Rp100,000.00Rp4,200.000.0300Zak1.5000KgSemen Warna@Rp91,500.00Rp2,745.00Rp85,707.22Tenaga Kerja0.6200OrgPekerja@Rp35,000.00Rp21,700.000.3500OrgTukang Batu@Rp45,000.00Rp15,750.000.0350OrgKepala Tukang@Rp55,000.00Rp1,925.000.0300OrgMandor@Rp65,000.00Rp1,950.00Rp41,325.00AlatRp0.006.2.2.Tiap 1 M2 Pasangan Lantai Kramik 20 x 20 butuh:Rp148,382.22Bahan25.0000BhDiamond Kasar Keramik 20x20@Rp2,440.00Rp61,000.000.2276Zak11.3800KgTonasa Semen portland 50kg@Rp51,240.00Rp11,662.220.0420M3Pasir Pasang@Rp100,000.00Rp4,200.000.3300Zak1.5000KgIndoceMent Semen Warna 50 kg@Rp91,500.00Rp30,195.00Rp107,057.22Tenaga Kerja0.6200OrgPekerja@Rp35,000.00Rp21,700.000.3500OrgTukang Batu@Rp45,000.00Rp15,750.000.0350OrgKepala Tukang@Rp55,000.00Rp1,925.000.0300OrgMandor@Rp65,000.00Rp1,950.00Rp41,325.00AlatRp0.00VII.PEKERJAAN PINTU DAN JENDELA7.1.Pintu dan Jendela7.1.1.Pasangan 1 Buah Pintu butuh:Rp521,600.00Bahan1.0000BhPintu Panel Bengkirai@Rp390,000.00Rp390,000.00Rp390,000.00Tenaga Kerja0.8000OrgPekerja@Rp35,000.00Rp28,000.002.0000OrgTukang Kayu@Rp45,000.00Rp90,000.000.2000OrgKepala Tukang@Rp55,000.00Rp11,000.000.0400OrgMandor@Rp65,000.00Rp2,600.00Rp131,600.00AlatRp0.007.1.2.Pasangan 1 M2 Jendela Kaca butuh:Rp219,829.17Bahan1.4583Bh0.0350M3Papan Bengkirai 3/20 Kls II@Rp60,500.00Rp88,229.17Rp88,229.17Tenaga Kerja0.8000OrgPekerja@Rp35,000.00Rp28,000.002.0000OrgTukang Kayu@Rp45,000.00Rp90,000.000.2000OrgKepala Tukang@Rp55,000.00Rp11,000.000.0400OrgMandor@Rp65,000.00Rp2,600.00Rp131,600.00AlatRp0.007.2.Kaca7.2.1.Pasangan 1 M2 Kaca Tebal 5 MM butuh:Rp112,829.75Bahan1.1000M2Kaca Bening t = 5 MM@Rp95,200.00Rp104,720.00Rp104,720.00Tenaga Kerja0.0150OrgPekerja@Rp35,000.00Rp525.000.1500OrgTukang Kayu@Rp45,000.00Rp6,750.000.0150OrgKepala Tukang@Rp55,000.00Rp825.000.0002OrgMandor@Rp65,000.00Rp9.75Rp8,109.75AlatRp0.007.3.Penggantung/Kunci7.3.1.Tiap 1 Buah Pasangan Engsel Pintu/Jendela butuh:Rp25,592.50Bahan1.0000BhFalco Engsel Jendela 3"@Rp20,160.00Rp20,160.00Rp20,160.00Tenaga Kerja0.0100OrgPekerja@Rp35,000.00Rp350.000.1000OrgTukang Kayu@Rp45,000.00Rp4,500.000.0100OrgKepala Tukang@Rp55,000.00Rp550.000.0005OrgMandor@Rp65,000.00Rp32.50Rp5,432.50AlatRp0.007.3.2.Tiap 1 Buah Pasangan Kunci Tanam Antik butuh:Rp144,595.00Bahan1.0000BhBelucci Kunci@Rp112,000.00Rp112,000.00Rp112,000.00Tenaga Kerja0.0600OrgPekerja@Rp35,000.00Rp2,100.000.6000OrgTukang Kayu@Rp45,000.00Rp27,000.000.0600OrgKepala Tukang@Rp55,000.00Rp3,300.000.0030OrgMandor@Rp65,000.00Rp195.00Rp32,595.00AlatRp0.00VIII.PEKERJAAN PENGECATAN8.1.Tiap 1 M2 Mendempul dan Menggosok Kayu butuh:Rp7,414.50Bahan0.0800KgIMpra DeMpul@Rp20,000.00Rp1,600.000.0200KgPujatex Cat Minyak@Rp36,600.00Rp732.000.1000KgBatu Apung@Rp15,000.00Rp1,500.00Rp3,832.00Tenaga Kerja0.0400OrgPekerja@Rp35,000.00Rp1,400.000.0400OrgTukang Cat@Rp45,000.00Rp1,800.000.0040OrgKepala Tukang@Rp55,000.00Rp220.000.0025OrgMandor@Rp65,000.00Rp162.50Rp3,582.50AlatRp0.008.2.Tiap 1 M2 Mengecat Kayu Baru(1 Lapis Plamir, 1 Lapis Cat Dasar, 2 Lapis Cat Penutup) butuh:Rp20,915.50Bahan0.2000KgCat Meni@Rp18,300.00Rp3,660.000.1500KgPlaMir@Rp8,540.00Rp1,281.000.1700KgCat Dasar@Rp18,300.00Rp3,111.000.2600KgCat Penutup 2 Kali@Rp36,600.00Rp9,516.00Rp17,568.00Tenaga Kerja0.0700OrgPekerja@Rp35,000.00Rp2,450.000.0090OrgTukang Cat@Rp45,000.00Rp405.000.0060OrgKepala Tukang@Rp55,000.00Rp330.000.0025OrgMandor@Rp65,000.00Rp162.50Rp3,347.50AlatRp0.008.3.Tiap 1 M2 Mengecat Tembok Baru(1 Lapis Plamir, 1 Lapis Cat Dasar, 2 Lapis Cat Penutup) butuh:Rp14,340.80Bahan0.1000KgParagon PlaMir@Rp8,540.00Rp854.000.1000KgAltex Cat Dasar@Rp18,300.00Rp1,830.000.2600KgCat Penutup 2x@Rp29,280.00Rp7,612.80Rp10,296.80Tenaga Kerja0.0200OrgPekerja@Rp35,000.00Rp700.000.0630OrgTukang Cat@Rp45,000.00Rp2,835.000.0063OrgKepala Tukang@Rp55,000.00Rp346.500.0025OrgMandor@Rp65,000.00Rp162.50Rp4,044.00AlatRp0.00IX.PEKERJAAN INSTALASI DAN SANITASI9.1.Tiap Pekerjaan Pemasangan Listrik butuh:Rp9,380,200.00Bahan5.0000BhPhilips Lampu TL Lengkap@Rp35,000.00Rp175,000.0038.0000BhLampu Pijar 20 W@Rp20,000.00Rp760,000.0026.0000BhPitting@Rp20,000.00Rp520,000.0026.0000BhSaklar@Rp15,000.00Rp390,000.0012.0000BhStop Kontak@Rp15,000.00Rp180,000.002.0000BhMCB 6 A@Rp20,000.00Rp40,000.001.0000BhKotak MCBN@Rp10,000.00Rp10,000.0011.0000BhStop Kontak@Rp15,000.00Rp165,000.0026.0000BhT-Dos (Kontak Hubung Bagi)@Rp4,500.00Rp117,000.00348.0000M'Kabel 3 x 2,5 MM2@Rp7,000.00Rp2,436,000.0069.6000M'Pipa PVC (Pipa Listrik)@Rp7,000.00Rp487,200.001.0000LsKWH (Pasang Baru)@Rp2,500,000.00Rp2,500,000.001.0000LsAlat Kecil@Rp100,000.00Rp100,000.00Rp7,880,200.00Tenaga Kerja1.0000LsBiaya Pemasanagan@Rp1,500,000.00Rp1,500,000.00Rp1,500,000.009.2.Pekerjaan Sanitasi9.2.1.Tiap Pemasangna 1 Buah Kloset Jongkok butuh:Rp604,640.00Bahan1.0000BhToto Kloset Jongkok@Rp100,800.00Rp100,800.006.0000Kg0.1200ZakSemen Portland 50 kg@Rp51,240.00Rp307,440.000.0100M3Pasir Pasang@Rp100,000.00Rp1,000.00Rp409,240.00Tenaga Kerja1.0000OrgPekerja@Rp35,000.00Rp35,000.001.5000OrgTukang Batu@Rp45,000.00Rp67,500.001.5000OrgKepala Tukang@Rp55,000.00Rp82,500.000.1600OrgMandor@Rp65,000.00Rp10,400.00Rp195,400.00AlatRp0.009.2.2.Tiap Pemasangan 1 Buah Kloset Duduk butuh:Rp2,193,695.00Bahan1.0000BhAmerican Standart Kloset Duduk@Rp1,904,000.00Rp1,904,000.000.0600HkPerlengkapan@Rp1,904,000.00Rp114,240.00Rp2,018,240.00Tenaga Kerja3.3000OrgPekerja@Rp35,000.00Rp115,500.001.1000OrgTukang Batu@Rp45,000.00Rp49,500.000.0010OrgKepala Tukang@Rp55,000.00Rp55.000.1600OrgMandor@Rp65,000.00Rp10,400.00Rp175,455.00AlatRp0.009.2.3.Tiap Pemasangan 1 Bh Floor Draine butuh:Rp25,725.00Bahan1.0000BhFloor Drain@Rp20,000.00Rp20,000.00Rp20,000.00Tenaga Kerja0.0100OrgPekerja@Rp35,000.00Rp350.000.1000OrgTukang Batu@Rp45,000.00Rp4,500.000.0100OrgKepala Tukang@Rp55,000.00Rp550.000.0050OrgMandor@Rp65,000.00Rp325.00Rp5,725.00AlatRp0.009.2.4.Memasang 1 Buah Bak Cuci Piring Stainless butuh:Rp346,747.50Bahan1.0000BhBak Cuci Stainlees Steel@Rp257,600.00Rp257,600.001.0000SetWater Draiin + asesorises@Rp85,000.00Rp85,000.00Rp342,600.00Tenaga kerja0.0300OrgPekerja@Rp35,000.00Rp1,050.000.0300OrgTukang Batu@Rp45,000.00Rp1,350.000.0300OrgKepala Tukang@Rp55,000.00Rp1,650.000.0015OrgMandor@Rp65,000.00Rp97.50Rp4,147.50AlatRp0.009.2.5.Memasang 1 Wastafel butuh:Rp1,200,220.00Bahan1.0000BhWastafel@Rp952,000.00Rp952,000.000.1200HkPerlengkapan@Rp952,000.00Rp114,240.000.1200Zak6.0000KgSemen Abu-Abu@Rp91,500.00Rp10,980.000.0100M3Pasir Pasang@Rp100,000.00Rp1,000.00Rp1,078,220.00Tenaga Kerja1.2000OrgPekerja@Rp35,000.00Rp42,000.001.4500OrgTukang Batu@Rp45,000.00Rp65,250.000.1500OrgKepala Tukang@Rp55,000.00Rp8,250.000.1000OrgMandor@Rp65,000.00Rp6,500.00Rp122,000.00AlatRp0.009.2.6.Memasang Pipa Air 3" Per M' butuh:Rp108,337.50Bahan1.2000MPipa PVC 3" tipe D@Rp63,500.00Rp76,200.000.3500HbPerlengkapan@Rp63,500.00Rp22,225.00Rp98,425.00Tenaga Kerja0.0810OrgPekerja@Rp35,000.00Rp2,835.000.1350OrgTukang Batu@Rp45,000.00Rp6,075.000.0135OrgKepala Tukang@Rp55,000.00Rp742.500.0040OrgMandor@Rp65,000.00Rp260.00Rp9,912.50AlatRp0.009.2.7.Memasang Pipa Air 3/4" AW Per M' butuh:Rp28,514.00Bahan1.2000MPipa PVC 3/4" tipe AW@Rp15,680.00Rp18,816.000.3500HbPerlengkapan@Rp15,680.00Rp5,488.00Rp24,304.00Tenaga Kerja0.0300OrgPekerja@Rp35,000.00Rp1,050.000.0600OrgTukang Batu@Rp45,000.00Rp2,700.000.0060OrgKepala Tukang@Rp55,000.00Rp330.000.0020OrgMandor@Rp65,000.00Rp130.00Rp4,210.00AlatRp0.009.2.8.Memasang Pipa Air 1/2" AW Per M' butuh:Rp21,570.00Bahan1.2000MPipa PVC 1/2" tipe AW@Rp11,200.00Rp13,440.000.3500HbPerlengkapan@Rp11,200.00Rp3,920.00Rp17,360.00Tenaga Kerja0.0300OrgPekerja@Rp35,000.00Rp1,050.000.0600OrgTukang Batu@Rp45,000.00Rp2,700.000.0060OrgKepala Tukang@Rp55,000.00Rp330.000.0020OrgMandor@Rp65,000.00Rp130.00Rp4,210.00AlatRp0.009.2.9.Memasangan 1 Kran Air 3/4" atau 1/2" butuh:Rp47,075.00Bahan1.0000BhKran air 3/4" atau 1/2"@Rp40,000.00Rp40,000.000.0250RolSeal tape@Rp54,000.00Rp1,350.00Rp41,350.00Tenaga Kerja0.0100OrgPekerja@Rp35,000.00Rp350.000.1000OrgTukang Batu@Rp45,000.00Rp4,500.000.0100OrgKepala Tukang@Rp55,000.00Rp550.000.0050OrgMandor@Rp65,000.00Rp325.00Rp5,725.00AlatRp0.00X.PEKERJAAN PERLENGKAPAN LUAR10.1.Tiap 1 M3 Rabat Beton (1:3:5) butuh:Rp641,206.40Bahan4.3600ZakTonasa Semen portland 50kg@Rp51,240.00Rp223,406.400.5200M3Pasir cor@Rp130,000.00Rp67,600.000.8700M3Kerikil Beton@Rp140,000.00Rp121,800.00Rp412,806.40Upah kerja5.0000OrgPekerja@Rp35,000.00Rp175,000.000.8000OrgTukang batu@Rp45,000.00Rp36,000.000.0800OrgKepala tukang@Rp55,000.00Rp4,400.000.2000OrgMandor@Rp65,000.00Rp13,000.00Rp228,400.00AlatRp0.0010.2.Tiap 1Buah Bak Kontrol butuh:Rp331,601.21Bahan126.0000BhBatu Bata@Rp225.00Rp28,350.002.2800Zak114.0000KgTonasa Semen portland 50kg@Rp51,240.00Rp116,827.200.1840M3Pasir Pasang@Rp100,000.00Rp18,400.000.0330M3Kerikil Beton@Rp140,000.00Rp4,620.004.8500KgBesi Beton@Rp5,221.45Rp25,324.010.1200M3Pasir Cor@Rp130,000.00Rp15,600.00Rp209,121.21Tenaga Kerja2.2600OrgPekerja@Rp35,000.00Rp79,100.000.7200OrgTukang Batu@Rp45,000.00Rp32,400.000.0720OrgKepala Tukang@Rp55,000.00Rp3,960.000.1080OrgMandor@Rp65,000.00Rp7,020.00Rp122,480.00AlatRp0.0010.3.Pembuatan 1 Buah Septictank 2 x 2 x 2 M butuh:Rp1,138,954.588.0000M3Galian Tanah Biasa Sedalam 2 M@Rp21,790.00Rp174,320.000.2000M3Urugan Pasir@Rp107,150.00Rp21,430.0016.0000BhPas. Batako@Rp4,000.00Rp64,000.001.5000Btg0.0300M3Ulin Kayu 5/10@Rp38,080.00Rp57,120.0016.0000M2Plesteran 1 : 2@Rp26,166.30Rp418,660.741.0000Btg0.0160M2Meranti Papan 2/20@Rp18,700.00Rp18,700.000.6000M3Rabat Beton1 : 3 : 5@Rp641,206.40Rp384,723.84Rp1,138,954.58AlatRp0.0010.4.Pembuatan 1 Unit Resapan 1.2 M Dalam 5 M butuh:Rp1,690,248.838.8313M3Galian tanah@Rp30,502.50Rp269,375.203.3912M3Pas. Batu kosong@Rp253,530.00Rp859,770.942.2608M3Pasangan batu bata@Rp56,194.96Rp127,045.575.6520M2Plesteran dan acian@Rp31,003.78Rp175,233.350.2250M3Plat beton bertulang tebal 10cm@Rp1,150,327.91Rp258,823.78Rp1,690,248.83AlatRp0.00

12% dari harga kloset5 cm1kg = 500bt(1/(0.05 x 0.07)) : 4 = 72 btgvol : bobot

0.05*0.07*4=0.0140*0.0120=1.6673*20*400=2400024000/100=240

1/(0.03*0.20)/4 = 41.6 = 42 btgharga per batang _784.000 : 72 = 10.888 = 11.000(1/(0.05 x 0.07)) : 4 = 72 btgvol : bobot

0.05*0.07*4=0.0140*0.0120=1.667(1/(0.05 x 0.07)) : 4 = 72 btgvol : bobot

0.05*0.07*4=0.0140*0.0120=1.667harga per batang _784.000 : 72 = 10.888 = 11.0003*20*400=2400024000/100=240

1/(0.03*0.20)/4 = 41.6 = 42 btg1kg = 500bt5 cm@Rp@Rp@Rp

RABRENCANA ANGGARAN BIAYA (RAB)KEMBALINOURAIAN PEKERJAANVOLUMESATHARGA SATUANJUMLAH(Rp)(Rp)I. PEKERJAAN PONDASI1.1.Pekerjaan Persiapan1.1.1. Pembersihan Lapangan340.0000M26,750.002,295,000.001.1.2. Pemasangan Bouplank/Pengukuran56.0000M223,868.021,336,609.331.1.3. Pengadaan Air Kerja1.0000Ls4,500,000.004,500,000.001.1.4. Pembuatan Gedung Semen dan Alat20.0000M2384,725.407,694,508.0015,826,117.331.2.Pekerjaan Galian1.2.1. Galian Tanah Biasa 1 Meter148.2500M316,600.002,460,950.001.2.2. Galian Tanah Biasa 2 Meter0.0000M321,790.000.001.2.3. Galian Tanah Biasa 3 Meter0.0000M330,502.500.001.2.4. Galian Tanah Keras 1 Meter0.0000M325,905.000.001.2.5. Galian Tanah Cadas 1 Meter0.0000M351,875.000.001.2.6. Galian Tanah Lumpur 1 Meter0.0000M334,200.000.001.2.7. Urugan Kembali Galian37.0625M37,955.00294,832.191.2.8. Pemadatan Tanah0.0000M320,750.000.002,755,782.191.3.Pemasangan Pondasi Batu Kali1.3.1. Urugan Pasir Bawah Pondasi12.1513M3107,150.001,302,011.801.3.2. Pasangan Pondasi Batu Kosong24.6692M3253,530.006,254,382.281.3.3. Pasangan Pondasi Batu Kali56.1260M3508,184.6028,522,368.8636,078,762.93II. PEKERJAAN BETON2.1.Beton Bertulang2.1.1. Sloof 15/202.5744M32,522,380.276,493,615.762.1.2. Pekerjaan Pondasi Plat3.7960M3840,091.403,188,986.952.1.2. Kolom 15/154.9800M33,616,849.7018,011,911.502.1.3. Kolom 15/203.4300M33,115,744.5510,687,003.822.1.4. Kolom 15/250.0000M32,815,973.680.002.1.5. Kolom 15/300.0000M33,750,141.310.002.1.6. Kolom 20 x 200.0000M33,804,576.710.002.1.7. Kolom 20 x 250.0000M33,277,604.700.002.1.8. Kolom 20 x 305.4600M32,437,479.0013,308,635.332.1.9. Kolom 20 x 350.0000M35,830,067.240.002.1.10. Kolom 20 x 400.0000M32,799,003.930.002.1.11. Kolom 25 x 250.0000M33,053,883.170.002.1.12. Kolom 25 x 300.0000M32,839,111.490.002.1.13. Kolom 25 x 350.0000M32,692,673.060.002.1.14. Kolom 25 x 400.0000M32,560,396.950.002.1.15. Kolom 25 x 450.0000M32,478,904.560.002.1.16. Kolom 25 x 500.0000M32,395,901.550.002.1.17. Kolom 30 x 300.0000M32,689,914.770.002.1.18. Kolom 30 x 350.0000M32,706,713.890.002.1.19. Kolom 30 x 400.0000M32,412,277.810.002.1.20. Kolom 35 x 450.0000M32,208,581.740.002.1.21. Kolom 35 x 500.0000M32,138,409.740.002.1.22. Kolom 40 x 400.0000M32,185,013.390.002.1.23. Kolom 40 x 450.0000M32,125,218.920.002.1.24. Kolom 40 x 500.0000M32,045,595.780.002.1.25. Balok 15 x 202.3400M33,115,744.557,290,842.262.1.26. Balok 15 x 250.0000M33,656,823.300.002.1.27. Balok 15 x 300.0000M33,449,564.990.002.1.28. Balok 20 x 200.0000M33,601,687.690.002.1.29. Balok 20 x 250.0000M33,277,604.700.002.1.30. Balok 20 x 300.0000M33,069,739.880.002.1.31. Balok 20 x 350.0000M32,915,033.620.002.1.32. Balok 20 x 400.0000M32,797,256.730.002.1.33. Balok 25 x 250.0000M33,053,883.170.002.1.34. Balok 25 x 300.0000M32,839,111.490.002.1.35. Balok 25 x 350.0000M32,690,791.460.002.1.36. Balok 25 x 400.0000M32,560,396.950.002.1.37. Balok 25 x 450.0000M32,478,904.560.002.1.38. Balok 25 x 500.0000M32,395,901.550.002.1.39. Balok 30 x 300.0000M32,689,914.770.002.1.39. Balok 30 x 356.6045M32,125,994.9014,041,133.352.1.40. Balok 30 x 400.0000M32,412,277.810.002.1.41. Balok 35 x 450.0000M32,208,581.740.002.1.42. Balok 35 x 500.0000M32,138,409.740.002.1.43. Balok 40 x 400.0000M32,229,200.130.002.1.44. Balok 40 x 450.0000M32,125,218.920.002.1.45. Balok 40 x 500.0000M32,045,595.780.002.1.9. Plat Beton7.3600M31,150,327.918,466,413.392.1.10. Ring Balok3.7400M32,915,054.4610,902,303.682.1.11. Tangga1.8534M34,398,277.544,398,277.5496,789,123.582.2.Beton Tak Bertulang2.2.1. Beton Cor 1 : 2 : 30.8920M3502,503.60448,233.21448,233.21III. PEKERJAAN DINDING3.1.Dinding2.2.1. Pasangan Dinding Batubata (1:4)413.5688M349,060.2020,289,768.042.2.2. Pasangan Dinding Batubata (1:2)51.1000M356,194.962,871,562.4623,161,330.503.2.Kusen2.3.1. Kusen Pintu dan Jendela1.2541M32,786,375.003,494,392.892.3.2. Bout-bout/Angker60.2770Kg0.003,494,392.89IV. PEKERJAAN KAP DAN ATAP4.1.Kap dan Rangka Atap4.1.1.. Balok Dinding 8/120.2939M316,037.504,713.424.1.2. Pekerjaan Kuda-Kuda1.3629M32,419,981.293,298,192.514.1.3. Pekerjaan Rangka Atap138.0646M334,345.004,741,828.694.1.4. Pekerjaan Listplank 3/2553.9000M328,935.001,559,596.504.1.5. Gording 8/125.6300M3689,120.963,879,751.004.1.6. Talang17.0000M'519,704.838,834,982.1722,319,064.294.2.Atap4.2.1. Pemasangan Atap158.0646M243,785.806,920,984.964.2.2. Pemasangan Perabung34.1700M3130,387.474,455,339.7111,376,324.68V. PEKERJAAN PLAFOND5.1.Balok Plafond5.1.1. Rangka Plafon207.0075M236,913.937,641,460.077,641,460.075.2.Memasang Plafond5.2.1. Memasang Plafond Gypsum165.6500M264,214.6710,637,159.535.2.2. Memasang Lis Plafond179.950012,394.202,230,336.2912,867,495.82VI. PEKERJAAN PLASTERAN6.1.Plasteran6.1.1. Plasteran Dinding (1:2)134.5000M226,166.303,519,366.816.1.2. Plasteran Dinding (1:4)780.2350M222,553.9617,597,388.986.1.3. Aian914.7350M24,837.484,425,013.6425,541,769.436.2.Turap Porslen6.2.1. Pasangan Turap Porslent47.2160M2114,875.645,423,968.225,423,968.22VII. PEKERJAAN LANTAI7.1.Urugan Bawah Lantai7.1.1. Urugan Pasir11.2648107,150.001,207,023.321,207,023.327.2.Pasangan Lantai7.2.1. Pasangan Lantai Kramik 33 x 33182.3750M2127,032.2223,167,501.857.2.2. Pasangan Lantai Kramik 20 x 2024.6325M2148,382.223,655,025.1326,822,526.98VIII. PEKERJAAN PINTU DAN JENDELA8.1.Pintu dan Jendela8.1.1. Pasangan Pintu28.9350Bh521,600.0015,092,496.008.1.2. Pasangan Jendela kaca17.0000M2219,829.173,737,095.8318,829,591.838.2.Kaca8.2.1. Pasangan Kaca Tebal 15 mm71.5420M2112,829.758,072,065.978,072,065.978.3.Penggantung/Kunci8.3.1. Pasangan Engsel Pintu68.0000Bh25,592.501,740,290.008.3.2. Pasangan Engsel Jendela0.0000Bh25,592.500.008.3.3. Pasangan Kunci Taman Antik12.0000Bh144,595.001,735,140.003,475,430.00IX. PEKERJAAN PENGECATAN9.1.Mendempul dan Mrnggosok Kayu90.9809M27,414.50674,577.889.2.Mengecat Kayu Baru610.5400M220,915.5012,769,749.379.3.Mengecat Tembok Baru464.7500M214,340.806,664,886.8020,109,214.05X. PEK. INSTALASI DAN SANITASI10.1Listrik10.1.1 Pemasangan Listrik Baru1.0000Ls9,380,200.009,380,200.009,380,200.0010.2.Sanitair dan Instalasi Air10.2.1. Pemasangna Kloset Jongkok2.0000Bh604,640.001,209,280.0010.2.2. Pemasangan Kloset Duduk2.0000Bh2,193,695.004,387,390.0010.2.3. Pemasangan Floor Draine4.0000Bh25,725.00102,900.0010.2.4. Pemasangan Bak Cuci Piring1.0000Bh346,747.50346,747.5010.2.5. Pemasangan Wastafel2.0000Bh1,200,220.002,400,440.0010.2.6. Pem. Pipa Air 3" Per M'30.0000M'108,337.503,250,125.0010.2.7. Pem. Pipa Air 3/4" AW Per M'42.0000M'28,514.001,197,588.0010.2.8. Pem. Pipa Air 1/2" AW Per M'46.5300M'21,570.001,003,652.1010.2.9. Pem. Kran Air 3/4" atau 1/2"8.0000Bh47,075.00376,600.0014,274,722.60XI. PEK. PERLENGKAPAN LUAR11.1Rabat Beton (1:3:5)21.2100641,206.4013,599,987.7411.2Bak Kontrol1.0000331,601.21331,601.2111.3Septictank1.00001,138,954.581,138,954.5811.4Resapan1.00001,690,248.831,690,248.8316,760,792.36

RekapitulasiREKAPITULASI HARGAKEMBALIJENIS PEKERJAANHARGA PEKERJAANI. PEKERJAAN PONDASIRp54,660,662.45II. PEKERJAAN BETONRp97,237,356.79III. PEKERJAAN DINDINGRp26,655,723.39III. PEKERJAAN KAP DAN ATAPRp33,695,388.96IV. PEKERJAAN PLAFONDRp20,508,955.89V. PEKERJAAN PLASTERAN DAN ACIANRp30,965,737.65VI. PEKERJAAN LANTAIRp28,029,550.30VII. PEKERJAAN PINTU DAN JENDELARp30,377,087.81VIII. PEKERJAAN PENGECATANRp20,109,214.05IX. PEK. INSTALASI DAN SANITASIRp23,654,922.60X. PEK. PERLENGKAPAN LUARRp16,760,792.36JUMLAHRp382,655,392.26

Vol. Material KesVOLUME KEBUTUAN MATERIAL KESELURUHANNoMaterialVolumeAlkali ResistingkgKloset Duduk2.0000bhAtap Sakura Roof (2 Susun)94.8388m2AW Pipa PVC 1"0.0000mAW Pipa PVC 1/2"55.8360mAW Pipa PVC 3"36.0000mAW Pipa PVC 3/4"50.4000mBak Cuci Stainless1.0000bhBatu Bata32,792.8160bhBatu Batako 10/20/400.0000bhBatu Kali61.7386m3Baut 12-15bhBaut 16-20bhBelucci Kunci12.0000setBesi Polos 10 mm304.2631lnjr166.4933137.7697304.2631Besi Polos 12 mm82.1917lnjr82.191782.1917Besi Polos 16 mm0.0000lnjrBesi Polos 6 mm234.2351lnjr145.408488.8267234.2351Besi Strip20.4435kgBox MCBN1.0000bhCat Dasar150.2668kgCat Kayu158.7404kgCat Meni122.1080kgDiamond Kasar Keramik 20x20615.8125bhFalco Engsel Pintu 5 "68.0000bhFitting Lampu26.0000bhFloor Drain4.0000BhGypsum69.0208lbrImpra Dempul7.2785kgIndocement Semen Warna 50 kg15.2565zakKabel NYY 1.5 mm2mKabel NYY 2.5 mm2mKaca Bening t = 5 mm78.6962m2Kaca Hitam t = 5 mm0.0000m2Kawat Bendrat78.6649kg38.399340.265578.6649Kayau Meranti Papan 3/20 (Kls. 2)196.7097btgKayu Meranti Balok 5/7 (Kls. 2)258.5457btg166.496292.0496258.5457Kayu Bengkirai Balok 2/3 (Kls. 1)138.0646btgKayu Bengkirai Balok 5/10 (Kls. 1)0.0000btgKayu Bengkirai Balok 5/7 (Kls. 1)315.4996btgKayu Bengkirai Balok 8/12 (Kls. 1)75.2407btgKayu Bengkirai Papan 3/20 (Kls. 1)147.5193btgKayu Ulin Balok 5/10 (Kls. 1)1.5000btgKerikil Beton38.1910m39.210928.980038.1910Kia Keramik 40x401,094.2500bhKia Polos Keramik 20x201,180.4000bhKran Air8.0000bhKusen Bengkirai Standarm'Lampu Neon Lengkap5.0000bhLampu Pijar 20W38.0000bhLexus Westafel2.0000bhList Profil188.9475m'MCB 6A2.0000bhMinyak Bekisting8.2776lt4.25863.74090.27808.2776Naturtone Cat Tembok120.8350kgNok Surya Roof 100 mm102.5100bhPaku Biasa 2" - 5"kgPaku SekrupdosPaku Ulin 1" - 5"kgParagon Plamir138.0560kgPasir Cor46.8598m310.396618.694817.768446.8598Pasir Pasang75.4358m3Pasir urug37.0001m3Perlengkapan Instalasi (Isolasi, Paku, dll)1.0000setPintu Panel Bengkirai 80-100 x 20017.0000bhPipa PVC Listrik69.6000mPlaywood t = 6 mm0.0000lbrPlaywood t = 9 mm13.8474lbr7.00216.19660.648713.8474Playwood t =3 mm0.0000lbrPujatex Cat Minyak1.8196kgSaklar26.0000BhSeng Gelombang BJLS 3230.0000lbrSeng Plat 3 x 6 BJLS 288.5000lbrStop Kontak11.0000bhT-Dos (Kontak Hubung Bagi)26.0000bhSemen Portland 50 kg817.2107zak10.6586335.7221470.8301817.21Kloset Jongkok2.0000bhNOURAIAN PEKERJAANVOLSATI. PEKERJAAN PONDASI1.1.Pekerjaan Persiapan1.1.1. Pembersihan Lapangan340.0000M21.1.2. Pemasangan Bouplank/Pengukuran56.0000M2Kayu Meranti Balok 5/70.857148.00LnjrKayu Meranti Papan 3/200.291716.33LnjrPaku Biasa 2"-5"0.02001.12Kg1.1.3. Pengadaan Air Kerja1.0000Ls1.1.4. Pembuatan Gedung Semen dan Alat20.0000M2Perancah Meranti Balok 5/71.700034.00LnjrKayu Meranti Papan 3/208.7500175.00LnjrPaku Biasa 2"-5"0.30006.00KgSemen Portland 50 kg0.21004.20ZakPasir Beton0.03000.60M3Koral Beton0.05001.00M3Seng GeloMbang BJLS 321.500030.00Lbr1.2.Pekerjaan Galian1.2.1. Galian Tanah Biasa 1 Meter148.2500M31.2.2. Galian Tanah Biasa 2 Meter0.0000M31.2.3. Galian Tanah Biasa 3 Meter0.0000M31.2.4. Galian Tanah Keras 1 Meter0.0000M31.2.5. Galian Tanah Cadas 1 Meter0.0000M31.2.6. Galian Tanah Lumpur 1 Meter0.0000M31.2.7. Urugan Kembali Galian37.0625M31.2.8. Pemadatan Tanah0.0000M31.3.Pemasangan Pondasi Batu Kali1.3.1. Urugan Pasir Bawah Pondasi12.1513M3Pasir urug1.200014.58M31.3.2. Pasangan Pondasi Batu Kosong24.6692M3Batu Kali1.200029.60M3Pasir Urug0.30007.40M31.3.3. Pasangan Pondasi Batu Kali56.1260M3Batu Kali1.100061.74M3Tonasa Semen Portland 50 kg4.0400226.75ZakPasir Pasang0.485027.22M3II. PEKERJAAN BETON2.2.Beton Bertulang2.1.1. Sloof 20/202.5744M3Besi Beton Polos 1011.111128.60LnjrBesi Beton Polos 68.071720.78LnjrKawat Beton2.00405.16KgPapan Meranti 3/20 Kelas II1.25003.22BtgBalok Meranti 5/7 Kelas II3.28578.46BtgPaku0.30000.77kgMinyak Bekisting0.10000.26LtSemen Portland 50 kg4.640011.95ZakPasir Beton0.52001.338688M3Kerikil Beton0.78002.01M31.4.2. Pekerjaan Pondasi Plat3.7960M3Besi Beton Polos 1211.519643.73LnjrKawat Beton0.75002.85KgSemen Portland 50 kg4.640017.61ZakPasir Beton0.52001.97392M3Kerikil Beton0.78002.96M3Playwood 9mm0.35001.33LbrKayu Meranti 4/6 Kelas II1.56255.93BtgBalok Meranti 5/7 Kelas II6.000022.78BtgPaku0.40001.52KgMinyak Bekisting0.20000.76Lt2.1.2. Kolom 15/154.9800M3Besi Beton Polos 1014.814873.78LnjrBesi Beton Polos 68.920044.42LnjrKawat Beton2.676013.33KgSemen Portland 50 kg4.640023.11ZakPasir Beton0.40001.992M3Kerikil Beton0.20001.00M3Playwood 9mm0.351.743LbrBalok Meranti 5/7 Kelas II3.285716.36BtgPaku0.40001.99kgMinyak Bekisting0.20001.00Lt2.1.3. Kolom 15/203.4300M3Besi Beton Polos 1011.111138.11LnjrBesi Beton Polos 68.071727.69LnjrKawat Beton2.00406.87KgSemen Portland 50 kg4.640015.92ZakPasir Beton0.40001.372M3Kerikil Beton0.20000.69M3Playwood 9mm0.35001.20LbrBalok Meranti 5/7 Kelas II3.285711.27BtgPaku0.40001.37kgMinyak Bekisting0.20000.69Lt2.1.4. Kolom 15/250.0000M3Besi Beton Polos 108.88890.00LnjrBesi Beton Polos 67.59330.00LnjrKawat Beton1.60800.00KgSemen Portland 50 kg4.64000.00ZakPasir Beton0.40000.00M3Kerikil Beton0.20000.00M3Playwood 9mm0.35000.00LbrBalok Meranti 5/7 Kelas II3.28570.00BtgPaku0.40000.00kgMinyak Bekisting0.20000.00Lt2.1.5. Kolom 15/300.0000M3Besi Beton Polos 1011.11110.00LnjrBesi Beton Polos 645.58200.00LnjrKawat Beton1.34400.00KgSemen Portland 50 kg4.64000.00ZakPasir Beton0.40000.00M3Kerikil Beton0.20000.00M3Playwood 9mm0.35000.00LbrBalok Meranti 5/7 Kelas II3.28570.00BtgPaku0.40000.00kgMinyak Bekisting0.20000.00Lt2.1.6. Kolom 20 x 200.0000M3Besi Beton Polos 108.33330.00LnjrBesi Beton Polos 644.35060.00LnjrKawat Beton1.50000.00KgSemen Portland 50 kg4.64000.00ZakPasir Beton0.40000.00M3Kerikil Beton0.20000.00M3Playwood 9mm0.35000.00LbrBalok Meranti 5/7 Kelas II3.28570.00BtgPaku0.40000.00kgMinyak Bekisting0.20000.00Lt2.1.7. Kolom 20 x 250.0000M3Besi Beton Polos 101.66670.00LnjrBesi Beton Polos 640.69820.00LnjrKawat Beton1.20000.00KgSemen Portland 50 kg4.64000.00ZakPasir Beton0.40000.00M3Kerikil Beton0.20000.00M3Playwood 9mm0.35000.00LbrBalok Meranti 5/7 Kelas II3.28570.00BtgPaku0.40000.00kgMinyak Bekisting0.20000.00Lt2.1.8. Kolom 20 x 305.4600M3Besi Beton Polos 128.333345.50LnjrBesi Beton Polos 66.160033.63LnjrKawat Beton1.00805.50KgSemen Portland 50 kg4.640025.33ZakPasir Beton0.40002.18M3Kerikil Beton0.20001.09M3Playwood 9mm0.35001.91LbrBalok Meranti 5/7 Kelas II3.285717.94BtgPaku0.40002.18kgMinyak Bekisting0.20001.09Lt2.1.9. Kolom 20 x 350.0000M3Besi Beton Polos 101.19050.00LnjrBesi Beton Polos 636.81620.00LnjrKawat Beton0.86400.00KgSemen Portland 50 kg4.64000.00ZakPasir Beton0.40000.00M3Kerikil Beton0.20000.00M3Playwood 9mm0.35000.00LbrBalok Meranti 5/7 Kelas II3.28570.00BtgPaku0.40000.00kgMinyak Bekisting0.20000.00Lt2.1.10. Kolom 20 x 400.0000M3Besi Beton Polos 101.04170.00LnjrBesi Beton Polos 635.50140.00LnjrKawat Beton0.75600.00KgSemen Portland 50 kg4.64000.00ZakPasir Beton0.40000.00M3Kerikil Beton0.20000.00M3Playwood 9mm0.35000.00LbrBalok Meranti 5/7 Kelas II3.28570.00BtgPaku0.40000.00kgMinyak Bekisting0.20000.00Lt2.1.11. Kolom 25 x 250.0000M3Besi Beton Polos 101.33330.00LnjrBesi Beton Polos 636.73270.00LnjrKawat Beton0.96000.00KgSemen Portland 50 kg4.64000.00ZakPasir Beton0.40000.00M3Kerikil Beton0.20000.00M3Playwood 9mm0.35000.00LbrBalok Meranti 5/7 Kelas II3.28570.00BtgPaku0.40000.00kgMinyak Bekisting0.20000.00Lt2.1.12. Kolom 25 x 300.0000M3Besi Beton Polos 101.11110.00LnjrBesi Beton Polos 634.25950.00LnjrKawat Beton0.80400.00KgSemen Portland 50 kg4.64000.00ZakPasir Beton0.40000.00M3Kerikil Beton0.20000.00M3Playwood 9mm0.35000.00LbrBalok Meranti 5/7 Kelas II3.28570.00BtgPaku0.40000.00kgMinyak Bekisting0.20000.00Lt2.1.13. Kolom 25 x 350.0000M3Besi Beton Polos 100.95240.00LnjrBesi Beton Polos 632.68380.00LnjrKawat Beton0.86400.00KgSemen Portland 50 kg4.64000.00ZakPasir Beton0.40000.00M3Kerikil Beton0.20000.00M3Playwood 9mm0.35000.00LbrBalok Meranti 5/7 Kelas II3.28570.00BtgPaku0.40000.00kgMinyak Bekisting0.20000.00Lt2.1.14. Kolom 25 x 400.0000M3Besi Beton Polos 100.83330.00LnjrBesi Beton Polos 630.78450.00LnjrKawat Beton0.60000.00KgSemen Portland 50 kg4.64000.00ZakPasir Beton0.40000.00M3Kerikil Beton0.20000.00M3Playwood 9mm0.35000.00LbrBalok Meranti 5/7 Kelas II3.28570.00BtgPaku0.40000.00kgMinyak Bekisting0.20000.00Lt2.1.15. Kolom 25 x 450.0000M3Besi Beton Polos 100.74070.00LnjrBesi Beton Polos 630.05410.00LnjrKawat Beton0.54000.00KgSemen Portland 50 kg4.64000.00ZakPasir Beton0.40000.00M3Kerikil Beton0.20000.00M3Playwood 9mm0.35000.00LbrBalok Meranti 5/7 Kelas II3.28570.00BtgPaku0.40000.00kgMinyak Bekisting0.20000.00Lt2.1.16. Kolom 25 x 500.0000M3Besi Beton Polos 100.66670.00LnjrBesi Beton Polos 628.80180.00LnjrKawat Beton0.48000.00KgSemen Portland 50 kg4.64000.00ZakPasir Beton0.40000.00M3Kerikil Beton0.20000.00M3Playwood 9mm0.35000.00LbrBalok Meranti 5/7 Kelas II3.28570.00BtgPaku0.40000.00kgMinyak Bekisting0.20000.00Lt2.1.17. Kolom 30 x 300.0000M3Besi Beton Polos 100.92590.00LnjrBesi Beton Polos 631.55680.00LnjrKawat Beton0.67200.00KgSemen Portland 50 kg4.64000.00ZakPasir Beton0.40000.00M3Kerikil Beton0.20000.00M3Playwood 9mm0.35000.00LbrBalok Meranti 5/7 Kelas II3.28570.00BtgPaku0.40000.00kgMinyak Bekisting0.20000.00Lt2.1.18. Kolom 30 x 350.0000M3Besi Beton Polos 100.79370.00LnjrBesi Beton Polos 629.55320.00LnjrKawat Beton0.57600.00KgSemen Portland 50 kg4.64000.00ZakPasir Beton0.40000.00M3Kerikil Beton0.20000.00M3Playwood 9mm0.35000.00LbrBalok Meranti 5/7 Kelas II3.28570.00BtgPaku0.40000.00kgMinyak Bekisting0.20000.00Lt2.1.19. Kolom 30 x 400.0000M3Besi Beton Polos 100.69440.00LnjrBesi Beton Polos 628.05050.00LnjrKawat Beton0.50400.00KgSemen Portland 50 kg4.64000.00ZakPasir Beton0.40000.00M3Kerikil Beton0.20000.00M3Playwood 9mm0.35000.00LbrBalok Meranti 5/7 Kelas II3.28570.00BtgPaku0.40000.00kgMinyak Bekisting0.20000.00Lt2.1.20. Kolom 35 x 450.0000M3Besi Beton Polos 100.52910.00LnjrBesi Beton Polos 624.71110.00LnjrKawat Beton0.38400.00KgSemen Portland 50 kg4.64000.00ZakPasir Beton0.40000.00M3Kerikil Beton0.20000.00M3Playwood 9mm0.35000.00LbrBalok Meranti 5/7 Kelas II3.28570.00BtgPaku0.40000.00kgMinyak Bekisting0.20000.00Lt2.1.21. Kolom 35 x 500.0000M3Besi Beton Polos 100.47620.00LnjrBesi Beton Polos 623.90760.00LnjrKawat Beton0.34800.00KgSemen Portland 50 kg4.64000.00ZakPasir Beton0.40000.00M3Kerikil Beton0.20000.00M3Playwood 9mm0.35000.00LbrBalok Meranti 5/7 Kelas II3.28570.00BtgPaku0.40000.00kgMinyak Bekisting0.20000.00Lt2.1.22. Kolom 40 x 400.0000M3Besi Beton Polos 100.52080.00LnjrBesi Beton Polos 623.04140.00Ln