contoh Rab excel

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berisi excel ( spread sheet ) RAB

Transcript of contoh Rab excel

Rekaf REKAPITULASIRENCANA ANGGARAN BIAYAnama: rumah idamanNoURAIAN ITEM PEKERJAANJUMLAH HARGA (Rp)123IPEKERJAAN PENDAHULUAN795,028.00IIPEKERJAAN TANAH DAN PASIR1,533,609.00IIIPEKERJAAN PASANGAN & BETON44,550,347.97IVPEKERJAAN LANTAI & PLESTERAN17,580,457.36VPEKERJAAN KAYU & PASANGAN26,506,135.15VIPEKERJAAN KAP ATAP & PLAPOND20,459,125.18VIIIPEKERJAAN PENUTUP ATAP5,624,141.60VIIIPEKERJAAN ELEKTRIKAL1,652,000.00IXPEKERJAAN PENGGANTUNG DAN PENGUNCI1,958,596.75XIPEKERJAAN PENGECATAN & FINISHING7,647,756.15Jumlah Harga Pekerjaan128,307,197.16JUMLAH TOTAL HARGA PEKERJAAN128,307,197.16Dibulatkan128,307,000.0075,000,000.00Terbilang : SERATUS DUA PULUH DELAPAN JUTA TIGA RATUS TUJUH RIBU53,307,000.00

RAB RENCANA ANGGARAN BIAYANOURAIAN ITEM PEKERJAANSATVOLUMEHARGA SATUAN (Rp)JUMLAH HARGA (Rp)123456IPEKERJAAN PENDAHULUAN1Pek. Pengukuran / BouwplankLs1.0045,028.0045,028.002Pek. Papan Nama Kegiatan + DokumentasiLs1.00300,000.00300,000.0003Pek. Pembersihan dan Perataan LokasiLs1.00350,000.00350,000.004Pek. Air Kerja + Listrik KerjaLs1.00100,000.00100,000.00Sub Total I795,028.00IIPEKERJAAN TANAH DAN PASIR1Pek. Galian Tanah PondasiM320.8843,037.50898,623.00533070002Pek. Urugan Tanah KembaliM36.9615,537.50108,141.003Pek. Urugan Pasir Bawah Pondasi (T. 5 Cm)M31.04175,615.00182,639.604Pek. Urugan Pasir Bawah Lantai (T. 5 Cm)M31.96175,615.00344,205.40Sub Total II1,533,609.00KUNTITYKOEFVOLIIIPEKERJAAN PASANGAN & BETONPASIR- 01Pek. AnstampingM32.90641,508.651,860,375.09URUGAN3.001.23.602Pek. Pondasi + Umpak Batu Kali Ad. 1 : 4M315.55774,510.0012,043,630.50BETON 1354.860.522.533Pek. Sloof 15/20 Cm Beton Bertulang f'c = 19,3 MPa (K 225)M31.593,389,637.955,389,524.34BETON 225-0.498- 04Pek. Kolom Praktis 11/11 Cm Btn Btlng f'c = 19,3 MPa (K 225)M30.846,234,637.955,237,095.88PLESTER185.500.0244.455Pek. Pasangan Dinding Batu Bata Trassram Ad. 1 : 2M210.6098,631.501,045,493.906Pek. Pasangan Dinding Batu Bata Ad. 1 : 4M2164.3089,622.5014,724,976.757Pek. Ring Balok 10/15 cm Btn Btlng f'c = 19,3 MPa (K 225)M30.805,344,970.454,249,251.51Sub Total III44,550,347.97IVPEKERJAAN LANTAI & PLESTERANKERIKIL128,307,000.001Pek. Lantai Cor Ad. 1:3:5 (T. 5 Cm) Selasar (Acian)M31.96632,142.501,238,999.302Pek. Plesteran Trassram 1 : 2M221.2045,505.68964,720.4219.004.0076128,307,000.003Pek. Plesteran Dinding Ad.1 : 4M2164.3040,906.806,720,987.246.503.0019.54Pek. Pasang Keramik Lantai 30x30 cmM266.46130,240.008,655,750.406.503.0019.5Sub Total IV17,580,457.36115VPEKERJAAN KAYU & PASANGAN1Pek. Kozen Pintu ,Jendela + Singok Kayu Kls. IM32.907,465,645.0021,650,370.504.009.00362Pek. Daun Pintu Panel Papan Kayu MersawaM26.05403,425.002,440,721.256.50- 003Pek. Daun Jendela Kaca Bening T. 5 mm Papan Kls. IIM26.02401,170.002,415,043.40030Sub Total V26,506,135.15VIPEKERJAAN KAP ATAP & PLAPOND1Pek. Kuda-kuda, Gording + Kanopi Kayu Kls. IIM32.453,841,805.009,420,951.062Pek. Rangka Plapond Kayu Kls IIM291.5073,727.506,746,066.253Pek. Plafond Triplek T. 3 mmM291.5028,850.252,639,797.884Pek. Lisplank Papan 2.3/25 cm Kayu Kls. IIM136.0045,897.501,652,310.00Sub Total VI20,459,125.18VIIPEKERJAAN PENUTUP ATAP28.111Pek. Atap Seng Gelombang BJLS 20M2105.6548,664.005,141,351.602.502Pek. Bubungan + Flashing Seng PlatM110.0048,279.00482,790.0022.55Sub Total VII5,624,141.603.0625VIIIPEKERJAAN ELEKTRIKAL1Pek. Pemasangan Instalasi ListrikTtk6.00150,000.00900,000.002Pek. Pemasangan Saklar GandaBh4.0030,000.00120,000.003Pek. Pemasangan Saklar TunggalBh4.0028,000.00112,000.004Pek. Pemasangan Stop KontakBh5.0030,000.00150,000.005Pek. Pemasangan Lampu SL 25 WattBh6.0045,000.00270,000.006Pek. Pemasangan MCB PanelSet1.00100,000.00100,000.00Sub Total VIII1,652,000.00IXPEKERJAAN PENGGANTUNG DAN PENGUNCI1Pek. Kunci Pintu Double SlaagBh5.00172,232.50861,162.502Pek. Pemasangan Engsel PintuBh10.0031,816.13318,161.253Pek. Pemasangan Engsel JendelaBh8.0021,760.75174,086.004Pek. Pemasangan Grendel JendelaBh8.0028,516.13228,129.005Pek. Pemasangan Tarikan JendelaBh4.0028,516.13114,064.506Pek. Pemasangan Hak AnginBh12.0021,916.13262,993.50Sub Total IX1,958,596.75XPEKERJAAN PENGECATAN & FINISHING1Pek. Pengecatan Tembok dan BetonM2362.0015,317.505,544,935.002Pek. Pengecatan Daun Pintu/Kozen dan JendelaM214.2030,038.25426,543.153Pek. Pengecatan Lisplank + List PlapondM29.0030,038.25270,344.254Pek. Pengecatan PlafondM291.5014,272.501,305,933.755Pek. Belangkin / TeerLs1.00100,000.00100,000.00Sub Total X7,647,756.15

analisaDAFTAR ANALISA HARGA SATUAN PEKERJAANPengukuran dan Pemasangan Bowplank / 1 m1NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Kayu Campuran0.0120M31,500,000.0018,000.002Paku Biasa0.0200Kg18,000.00360.003Papan Mall0.0070M31,500,000.0010,500.00Jumlah a28,860.00b. Tenaga1Tukang Kayu0.1000Oh60,000.006,000.002Pekerja0.1000Oh50,000.005,000.003Kepala Tukang0.0100Oh75,000.00750.004Mandor0.0050Oh65,000.00325.00Jumlah b12,075.00a + b40,935.00Overhead 10%4,093.50Total45,028.50Pembersihan Lapangan dan Perataan / 1 m2NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Tenaga1Pekerja0.0500Oh50,000.002,500.002Mandor0.0250Oh65,000.001,625.00Jumlah b4,125.00a + b4,125.00Overhead 10%412.50Total4,537.50PEKERJAAN TANAHGalian Tanah Biasa / 1 m3NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Tenaga1Pekerja0.7500Oh50,000.0037,500.002Mandor0.0250Oh65,000.001,625.00Jumlah a39,125.00Overhead 10%3,912.50Total43,037.50Membuang Tanah Sejauh 30 M / 1 m3NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Tenaga1Pekerja0.3300Oh50,000.0016,500.002Mandor0.0100Oh65,000.00650.00Jumlah a17,150.00Overhead 10%1,715.00Total18,865.00Urugan Tanah Kembali / 1 m3NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Tenaga1Pekerja0.2500Oh50,000.0012,500.002Mandor0.0250Oh65,000.001,625.00Jumlah a14,125.00Overhead 10%1,412.50Total15,537.50Urugan Pasir / 1 m3NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Pasir urug1.2000M3120,000.00144,000.00Jumlah a144,000.00b. Tenaga1Pekerja0.3000Oh50,000.0015,000.002Mandor0.0100Oh65,000.00650.00Jumlah b15,650.00a + b159,650.00Overhead 10%15,965.00Total175,615.00Urugan Sirtu Padat Utk Peninggian Lantai Bangunan / 1 m3NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Sirtu1.2000M3150,000.00180,000.00Jumlah a180,000.00b. Tenaga1Pekerja0.2500Oh50,000.0012,500.002Mandor0.0250Oh65,000.001,625.00Jumlah b14,125.00a + b194,125.00Overhead 10%19,412.50Total213,537.50Timbunan Tanah + Pemadatan / 1 m3NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Tanah Timbunan1.2000M360,000.0072,000.00Jumlah a72,000.00b. Tenaga1Pekerja0.1920Oh50,000.009,600.002Mandor0.0190Oh65,000.001,235.00Jumlah b10,835.00a + b82,835.00Overhead 10%8,283.50Total91,118.50PEKERJAAN PONDASIPasang Pondasi Batu Kali/Batu Belah 1 : 3 / 1 m3NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Batu Kali/Batu Belah1.2000M3250,000.00300,000.002Semen202.0000Kg1,200.00242,400.003Pasir0.4850M3150,000.0072,750.00Jumlah a615,150.00b. Tenaga1Pekerja1.5000Oh50,000.0075,000.002Tukang Batu0.7500Oh60,000.0045,000.003Kepala Tukang0.0750Oh75,000.005,625.004Mandor0.0750Oh65,000.004,875.00Jumlah b130,500.00a + b745,650.00Overhead 10%74,565.00Total820,215.00Pasang Pondasi Batu Kali 1 : 4 / 1 m3NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Batu Kali1.2000M3250,000.00300,000.002Semen163.0000Kg1,200.00195,600.003Pasir0.5200M3150,000.0078,000.00Jumlah a573,600.00b. Tenaga1Pekerja1.5000Oh50,000.0075,000.002Tukang Batu0.7500Oh60,000.0045,000.003Kepala Tukang0.0750Oh75,000.005,625.004Mandor0.0750Oh65,000.004,875.00Jumlah b130,500.00a + b704,100.00Overhead 10%70,410.00Total774,510.00Pasang Batu Kosong (anstamping) / 1 m3NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Batu Kali1.2000M3250,000.00300,000.002Pasir0.4320M3150,000.0064,800.00Jumlah a364,800.00b. Tenaga1Pekerja0.7800Oh50,000.0039,000.002Tukang Batu0.3900Oh60,000.0023,400.003Kepala Tukang0.0390Oh75,000.002,925.004Mandor0.0390Oh65,000.002,535.00Jumlah b67,860.00a + b432,660.00Overhead 10%43,266.00Total475,926.00aPEKERJAAN DINDINGPasangan Batu Bata Tebal 1/2 Bata, 1 Pc : 2 Ps / 1 m2NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Batu Bata70.0000Bh550.0038,500.002Semen18.9500Kg1,200.0022,740.003Pasir0.0380M3150,000.005,700.00Jumlah a66,940.00b. Tenaga1Pekerja0.3000Oh50,000.0015,000.002Tukang Batu0.1000Oh60,000.006,000.003Kepala Tukang0.0100Oh75,000.00750.004Mandor0.0150Oh65,000.00975.00Jumlah b22,725.00a + b89,665.00Overhead 10%8,966.50Total98,631.50Pasangan Batu Bata Tebal 1/2 Bata, 1 Pc : 4 Ps / 1 m2NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Batu Bata70.0000Bh550.0038,500.002Semen11.5000Kg1,200.0013,800.003Pasir0.0430M3150,000.006,450.00Jumlah a58,750.00b. Tenaga1Pekerja0.3000Oh50,000.0015,000.002Tukang Batu0.1000Oh60,000.006,000.003Kepala Tukang0.0100Oh75,000.00750.004Mandor0.0150Oh65,000.00975.00Jumlah b22,725.00a + b81,475.00Overhead 10%8,147.50Total89,622.50Pasangan Batu Bata Tebal 1 Bata, 1 Pc : 4 Ps / 1 m2NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Batu Bata140.0000Bh550.0077,000.002Semen26.5500Kg1,200.0031,860.003Pasir0.0930M3150,000.0013,950.00Jumlah a122,810.00b. Tenaga1Pekerja0.6000Oh50,000.0030,000.002Tukang Batu0.2000Oh60,000.0012,000.003Kepala Tukang0.2000Oh75,000.0015,000.004Mandor0.0300Oh65,000.001,950.00Jumlah b58,950.00a + b181,760.00Overhead 10%18,176.00Total199,936.00Pasangan Batu Andecite/ 1 m2NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Batu Andesite1.0000M2185,000.00185,000.002Semen11.5000Kg1,200.0013,800.003Pasir0.0430M3150,000.006,450.00Jumlah a205,250.00b. Tenaga1Pekerja0.3200Oh50,000.0016,000.002Tukang Batu0.1000Oh60,000.006,000.003Kepala Tukang0.0100Oh75,000.00750.004Mandor0.0150Oh65,000.00975.00Jumlah b23,725.00a + b228,975.00Overhead 10%22,897.50Total251,872.50PEKERJAAN PLESTERANPlesteran 1 Pc : 4 Ps / 1 m2NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Semen6.2400Kg1,200.007,488.002Pasir0.0240M3150,000.003,600.00Jumlah a11,088.00b. Tenaga1