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. Tenaga1Pekerja0.3000Oh50,000.0015,000.002Tukang Batu0.1500Oh60,000.009,000.003Kepala Tukang0.0150Oh75,000.001,125.004Mandor0.0150Oh65,000.00975.00Jumlah b26,100.00a + b37,188.00Overhead 10%3,718.80Total40,906.80Plesteran 1 Pc : 2 Ps / 1 m2NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Semen10.2240Kg1,200.0012,268.802Pasir0.0200M3150,000.003,000.00Jumlah a15,268.80b. Tenaga1Pekerja0.3000Oh50,000.0015,000.002Tukang Batu0.1500Oh60,000.009,000.003Kepala Tukang0.0150Oh75,000.001,125.004Mandor0.0150Oh65,000.00975.00Jumlah b26,100.00a + b41,368.80Overhead 10%4,136.88Total45,505.68PEKERJAAN KAYUPasang Kusen Pintu dan Jendela Kayu Kelas I / 1 m3NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Kayu Kelas I1.1000M34,500,000.004,950,000.002Paku 4 "1.2500kg18,000.0022,500.003Lem Kayu1.1000kg22,000.0024,200.00Jumlah a4,996,700.00b. Tenaga1Pekerja7.0000Oh50,000.00350,000.002Tukang Kayu21.0000Oh60,000.001,260,000.003Kepala Tukang2.1000Oh75,000.00157,500.004Mandor0.3500Oh65,000.0022,750.00Jumlah b1,790,250.00a + b6,786,950.00Overhead 10%678,695.00Total7,465,645.00Pasang Pintu Panel / 1 m2NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Kayu Mersawa0.0400M32,500,000.00100,000.002Lem Kayu0.5000Kg22,000.0011,000.00Jumlah a111,000.00b. Tenaga2Pekerja1.0000Oh50,000.0050,000.001Tukang Kayu3.0000Oh60,000.00180,000.003Kepala Tukang0.3000Oh75,000.0022,500.004Mandor0.0500Oh65,000.003,250.00Jumlah b255,750.00a + b366,750.00Overhead 10%36,675.00Total403,425.00Pasang Pintu dan Jendela Kaca / 1 m2NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Kayu Mersawa0.0240M32,500,000.0060,000.002Kaca t. 5 mm1.1000M285,000.0093,500.003Lem Kayu0.3000Kg22,000.006,600.00Jumlah a160,100.00b. Tenaga1Pekerja0.8000Oh50,000.0040,000.002Tukang Kayu2.4000Oh60,000.00144,000.003Kepala Tukang0.2400Oh75,000.0018,000.004Mandor0.0400Oh65,000.002,600.00Jumlah b204,600.00a + b364,700.00Overhead 10%36,470.00Total401,170.00Pasang Jalusi Kusen Kayu Kelas II / 1 m2NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Kayu Kelas II0.0600M32,000,000.00120,000.002Paku Biasa0.1500Kg18,000.002,700.00Jumlah a122,700.00b. Tenaga1Pekerja0.6700Oh50,000.0033,500.002Tukang Kayu2.0000Oh60,000.00120,000.003Kepala Tukang0.2000Oh75,000.0015,000.004Mandor0.3350Oh65,000.0021,775.00Jumlah b190,275.00a + b312,975.00Overhead 10%31,297.50Total344,272.50Pasang Konstruksi Kuda-kuda Konvensional/ 1 m3NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Kayu Klas II1.1000M32,000,000.002,200,000.002Besi strip15.0000Kg11,250.00168,750.003Paku Biasa5.6000Kg18,000.00100,800.00Jumlah a2,469,550.00b. Tenaga1Pekerja4.0000Oh50,000.00200,000.002Tukang Kayu12.0000Oh60,000.00720,000.003Kepala Tukang1.2000Oh75,000.0090,000.004Mandor0.2000Oh65,000.0013,000.00Jumlah b1,023,000.00a + b3,492,550.00Overhead 10%349,255.00Total3,841,805.00Pasang Konstruksi Kuda-kuda Expose/ 1 m3NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Kayu Klas II1.2000M32,000,000.002,400,000.002Besi strip15.0000Kg11,250.00168,750.003Paku Biasa5.6000Kg18,000.00100,800.00Jumlah a2,669,550.00b. Tenaga1Pekerja6.7000Oh50,000.00335,000.002Tukang Kayu20.1000Oh60,000.001,206,000.003Kepala Tukang2.0100Oh75,000.00150,750.004Mandor0.3350Oh65,000.0021,775.00Jumlah b1,713,525.00a + b4,383,075.00Overhead 10%438,307.50Total4,821,382.50Pasang Gordeng Kayu/ 1 m3NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Kayu Klas II1.1000M32,000,000.002,200,000.002Besi strip15.0000Kg11,250.00168,750.003Paku Biasa3.0000Kg18,000.0054,000.00Jumlah a2,422,750.00b. Tenaga1Pekerja2.4000Oh50,000.00120,000.002Tukang Kayu7.2000Oh60,000.00432,000.003Kepala Tukang0.7200Oh75,000.0054,000.004Mandor0.1200Oh65,000.007,800.00Jumlah b613,800.00a + b3,036,550.00Overhead 10%303,655.00Total3,340,205.00Pasang Rangka Plafond (50 x 100)/ 1 m2NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Kayu Klas II0.0154M32,000,000.0030,800.002Paku Biasa0.2000Kg18,000.003,600.00Jumlah a34,400.00b. Tenaga1Pekerja0.1500Oh50,000.007,500.002Tukang Kayu0.3000Oh60,000.0018,000.003Kepala Tukang0.0300Oh75,000.002,250.004Mandor0.0750Oh65,000.004,875.00Jumlah b32,625.00a + b67,025.00Overhead 10%6,702.50Total73,727.50Pasang Kaso + Reng Genteng Beton/Metal / 1 m2NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Kaso Laso (5 x 7) cm0.0140M32,000,000.0028,000.002Reng ( 3 x 4) cm0.0058M32,000,000.0011,600.003Paku Biasa0.2500Kg18,000.004,500.00Jumlah a44,100.00b. Tenaga1Pekerja0.1000Oh50,000.005,000.002Tukang Kayu0.1000Oh60,000.006,000.003Kepala Tukang0.0100Oh75,000.00750.004Mandor0.0050Oh65,000.00325.00Jumlah b12,075.00a + b56,175.00Overhead 10%5,617.50Total61,792.50Pasang Listplank Ukuran 3x30 cm / 1 m1NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Papan Klas II0.0110M32,000,000.0022,000.002Paku Biasa0.0500Kg18,000.00900.00Jumlah a22,900.00b. Tenaga1Pekerja0.1000Oh50,000.005,000.002Tukang Kayu0.2000Oh60,000.0012,000.003Kepala Tukang0.0200Oh75,000.001,500.004Mandor0.0050Oh65,000.00325.00Jumlah b18,825.00a + b41,725.00Overhead 10%4,172.50Total45,897.50PEKERJAAN BETONMembuat Beton Tumbuk, 1 Pc : 3 Ps : 5 Kr / 1 m3NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Semen218.0000Kg1,200.00261,600.002Pasir0.5200M3150,000.0078,000.003Sirtu0.8700M3150,000.00130,500.00Jumlah a470,100.00b. Tenaga1Pekerja1.6500Oh50,000.0082,500.002Tukang Batu0.2500Oh60,000.0015,000.003Kepala Tukang0.0250Oh75,000.001,875.004Mandor0.0800Oh65,000.005,200.00Jumlah b104,575.00a + b574,675.00Overhead 10%57,467.50Total632,142.50Membuat Lantai Kerja Beton Mutu f'c = 7,4 Mpa (K 100), Slump (3-6) cm, w/c= 0,87 / 1 m3NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Semen230.0000Kg1,200.00276,000.00Hrg/Kg2Pasir893.0000Kg107.1495,678.57PB- 03Sirtu1027.0000Kg111.11114,111.11KR- 04Air200.0000ltr100.0020,000.00Jumlah a505,789.68b. Tenaga1Pekerja1.2000Oh50,000.0060,000.0002Tukang Batu0.2000Oh60,000.0012,000.003Kepala Tukang0.0200Oh75,000.001,500.004Mandor0.0600Oh65,000.003,900.00Jumlah b77,400.00a + b583,189.68Overhead 10%58,318.97Total641,508.65Sloof Beton 15/20 f'c = 19,3 MPa (K=225) Slump (122)cm w/c 0,58 (124,81 Kg Besi + Bekisting) / 1 m3124.8133NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKode1Rp13.3333333333a. Bahan1Papan Mal0.2700M31,500,000.00405,000.002Paku Biasa2.0000Kg18,000.0036,000.0033.33333333333Minyak Bekisting0.6000Ltr13,000.007,800.004Besi Beton124.8133Kg11,250.001,404,150.005Kawat Beton3.0000Kg18,000.0054,000.006Semen371.0000Kg1,200.00445,200.007Pasir698.0000Kg107.1474,785.710.49857142868Sirtu1047.0000Kg111.11116,333.330.77555555569Air215.0000Ltr100.0021,500.00Jumlah a2,564,769.05b. Tenaga1Pekerja5.6000Oh50,000.00280,000.002Tukang Batu0.2750Oh60,000.0016,500.003Tukang Kayu1.5600Oh60,000.0093,600.004Tukang Besi1.4000Oh60,000.0084,000.005Kepala Tukang0.3230Oh75,000.0024,225.006Mandor0.2830Oh65,000.0018,395.00Jumlah b516,720.00a + b3,081,489.05Overhead 10%308,148.90Total3,389,637.95Kolom Praktis 11/11 Beton f'c = 19,3 Mpa Slump (122)cm w/c = 0,58 (273,05 Kg Besi + Bekisting) / 1 m3NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Papan Mal0.4000M31,500,000.00600,000.002Paku Biasa4.0000Kg18,000.0072,000.003Minyak Bekisting2.0000Ltr13,000.0026,000.004Besi Beton273.0545Kg11,250.003,071,863.645Kawat Beton4.5000Kg18,000.0081,000.006Semen371.0000Kg1,200.00445,200.007Pasir698.0000Kg107.1474,785.718Sirtu1047.0000Kg111.11116,333.339Kayu Klas II0.1500M32,000,000.00300,000.0010Triplek2.8000Lembar40,000.00112,000.0011Kayu Dolken20.0000Btg5,000.00100,000.0012Air215.0000ltr100.0021,500.00Jumlah a5,020,682.68b. Tenaga1Pekerja7.0500Oh50,000.00352,500.002Tukang Batu0.2750Oh60,000.0016,500.003Tukang Kayu1.6500Oh60,000.0099,000.004Tukang Besi2.1000Oh60,000.00126,000.005Kepala Tukang0.4030Oh75,000.0030,225.006Mandor0.3530Oh65,000.0022,945.00Jumlah b647,170.00a + b5,667,852.68Overhead 10%566,785.27Total6,234,637.95Kolom 20/20 Beton f'c = 19,3 Mpa Slump (122)cm w/c = 0,58 (97,845 Kg Besi + Bekisting) / 1 m3NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Papan Mal0.4000M31,500,000.00600,000.002Paku Biasa4.0000Kg18,000.0072,000.003Minyak Bekisting2.0000Ltr13,000.0026,000.004Besi Beton97.8450Kg11,250.001,100,756.255Kawat Beton4.5000Kg18,000.0081,000.006Semen371.0000Kg1,200.00445,200.007Pasir698.0000Kg107.1474,785.718Sirtu1047.0000Kg111.11116,333.339Kayu Klas II0.1500M32,000,000.00300,000.0010Triplek2.8000Lembar40,000.00112,000.0011Kayu Dolken20.0000Btg5,000.00100,000.0012Air215.0000ltr100.0021,500.00Jumlah a3,049,575.30b. Tenaga1Pekerja7.0500Oh50,000.00352,500.002Tukang Batu0.2750Oh60,000.0016,500.003Tukang Kayu1.6500Oh60,000.0099,000.004Tukang Besi2.1000Oh60,000.00126,000.005Kepala Tukang0.4030Oh75,000.0030,225.006Mandor0.3530Oh65,000.0022,945.00Jumlah b647,170.00a + b3,696,745.30Overhead 10%369,674.53Total4,066,419.83Blk Gtng / Ring Blk 10/15 Btn f'c = 19,3 Mpa (K 225) Slump (122)cm w/c = 0,58 (227,04 Kg Besi + Beks)/1 m3NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Papan Mal0.3200M31,500,000.00480,000.002Paku Biasa3.2000Kg18,000.0057,600.003Minyak Bekisting1.6000Ltr13,000.0020,800.004Besi Beton227.0400Kg11,250.002,554,200.005Kawat Beton3.0000Kg18,000.0054,000.006Semen371.0000Kg1,200.00445,200.007Pasir698.0000Kg107.1474,785.718Sirtu1047.0000Kg111.11116,333.339Kayu Klas II0.1400M32,000,000.00280,000.0010Triplek2.8000Lembar40,000.00112,000.0011Kayu Dolken16.0000Btg5,000.0080,000.0012Air215.0000ltr100.0021,500.00Jumlah a4,296,419.05b. Tenaga1Pekerja6.3500Oh50,000.00317,500.002Tukang Batu0.2750Oh60,000.0016,500.003Tukang Kayu1.6500Oh60,000.0099,000.004Tukang Besi1.4000Oh60,000.0084,000.005Kepala Tukang0.3330Oh75,000.0024,975.006Mandor0.3180Oh65,000.0020,670.00Jumlah b562,645.00a + b4,859,064.05Overhead 10%485,906.40Total5,344,970.45Blk Gtng / Ring Blk 15/20 Btn f'c = 19,3 Mpa (K 225) Slump (122)cm w/c = 0,58 (227,04 Kg Besi + Beks)/1 m3NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Papan Mal0.3200M31,500,000.00480,000.002Paku Biasa3.2000Kg18,000.0057,600.003Minyak Bekisting1.6000Ltr13,000.0020,800.004Besi Beton124.8133Kg11,250.001,404,150.005Kawat Beton3.0000Kg18,000.0054,000.006Semen371.0000Kg1,200.00445,200.007Pasir698.0000Kg107.1474,785.718Sirtu1047.0000Kg111.11116,333.339Kayu Klas II0.1400M32,000,000.00280,000.0010Triplek2.8000Lembar40,000.00112,000.0011Kayu Dolken16.0000Btg5,000.0080,000.0012Air215.0000ltr100.0021,500.00Jumlah a3,146,369.05b. Tenaga1Pekerja6.3500Oh50,000.00317,500.002Tukang Batu0.2750Oh60,000.0016,500.003Tukang Kayu1.6500Oh60,000.0099,000.004Tukang Besi1.4000Oh60,000.0084,000.005Kepala Tukang0.3330Oh75,000.0024,975.006Mandor0.3180Oh65,000.0020,670.00Jumlah b562,645.00a + b3,709,014.05Overhead 10%370,901.40Total4,079,915.45PEKERJAAN PENUTUP ATAPPasang Atap Seng BJLS 20 (11 Gel) / 1 m2NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Seng Gelombang BJLS 200.8300Lbr40,000.0033,200.002Paku Seng0.0200Kg30,000.00600.00Jumlah a33,800.00b. Tenaga1Pekerja0.1200Oh50,000.006,000.002Tukang Kayu0.0600Oh60,000.003,600.003Kepala Tukang0.0060Oh75,000.00450.004Mandor0.0060Oh65,000.00390.00Jumlah b10,440.00a + b44,240.00Overhead 10%4,424.00Total48,664.00Pasang Bubung Seng / 1 m1NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Seng Plat1.0000M130,000.0030,000.002Paku Seng0.0400Kg30,000.001,200.00Jumlah a31,200.00b. Tenaga1Pekerja0.1500Oh50,000.007,500.002Tukang Kayu0.0700Oh60,000.004,200.003Kepala Tukang0.0080Oh75,000.00600.004Mandor0.0060Oh65,000.00390.00Jumlah b12,690.00a + b43,890.00Overhead 10%4,389.00Total48,279.00Pasang Talang Datar/jurai seng bjl 20 lebar 90 cm/ 1 m1NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Seng Talang1.0500M125,000.0026,250.002Paku Biasa0.0150Kg18,000.00270.003Kayu, Papan Klas II0.0190M32,000,000.0038,000.00Jumlah a64,520.00b. Tenaga1Pekerja0.2000Oh50,000.0010,000.002Tukang Kayu0.4000Oh60,000.0024,000.003Kepala Tukang0.0250Oh75,000.001,875.004Mandor0.0100Oh65,000.00650.00Jumlah b36,525.00a + b101,045.00Overhead 10%10,104.50Total111,149.50PEKERJAAN PLAFONDPlafond Triplek T. 3 mm / 1 m2NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Triplek T. 3 mm0.3750Lbr40,000.0015,000.002Paku Triplek0.0300Kg25,000.00750.00Jumlah a15,750.00b. Tenaga1Pekerja0.0700Oh50,000.003,500.002Tukang Kayu0.1000Oh60,000.006,000.003Kepala Tukang0.0100Oh75,000.00750.004Mandor0.0035Oh65,000.00227.50Jumlah b10,477.50a + b26,227.50Overhead 10%2,622.75Total28,850.25Plafond GRC T. 4 mm / 1 m2NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1GRC T. 4 mm0.3750Lbr60,000.0022,500.002Paku Triplek0.0300Kg25,000.00750.00Jumlah a23,250.00b. Tenaga1Pekerja0.1000Oh50,000.005,000.002Tukang Kayu0.1000Oh60,000.006,000.003Kepala Tukang0.0100Oh75,000.00750.004Mandor0.0050Oh65,000.00325.00Jumlah b12,075.00a + b35,325.00Overhead 10%3,532.50Total38,857.50List Plafond Profil T.6 cm / 1 m1NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1List profil1.0500M15,000.005,250.002Paku Biasa0.0100Kg18,000.00180.00Jumlah a5,430.00b. Tenaga1Pekerja0.0500Oh50,000.002,500.002Tukang Kayu0.0500Oh60,000.003,000.003Kepala Tukang0.0050Oh75,000.00375.004Mandor0.0030Oh65,000.00195.00Jumlah b6,070.00a + b11,500.00Overhead 10%1,150.00Total12,650.00PEKERJAAN KUNCI DAN KACAPasang Kunci Pintu / 1 BuahNoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Kunci Double Slaagh1.0000Bh125,000.00125,000.00Jumlah a125,000.00b. Tenaga1Pekerja0.0100Oh50,000.00500.002Tukang Kayu0.5000Oh60,000.0030,000.003Kepala Tukang0.0100Oh75,000.00750.004Mandor0.0050Oh65,000.00325.00Jumlah b31,575.00a + b156,575.00Overhead 10%15,657.50Total172,232.50Pasang Engsel Pintu / 1 BuahNoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Engsel Pintu1.0000Bh18,000.0018,000.00Jumlah a18,000.00b. Tenaga1Pekerja0.0150Oh50,000.00750.002Tukang Kayu0.1500Oh60,000.009,000.003Kepala Tukang0.0150Oh75,000.001,125.004Mandor0.00075Oh65,000.0048.75Jumlah b10,923.75a + b28,923.75Overhead 10%2,892.38Total31,816.13Pasang Engsel Jendela / 1 BuahNoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Engsel jendela1.0000Bh12,500.0012,500.00Jumlah a12,500.00b. Tenaga1Pekerja0.0100Oh50,000.00500.002Tukang Kayu0.1000Oh60,000.006,000.003Kepala Tukang0.0100Oh75,000.00750.004Mandor0.0005Oh65,000.0032.50Jumlah b7,282.50a + b19,782.50Overhead 10%1,978.25Total21,760.75Pasang Hak Angin / 1 BuahNoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Hak Angin1.0000Bh9,000.009,000.00Jumlah a9,000.00b. Tenaga1Pekerja0.0150Oh50,000.00750.002Tukang Kayu0.1500Oh60,000.009,000.003Kepala Tukang0.0150Oh75,000.001,125.004Mandor0.00075Oh65,000.0048.75Jumlah b10,923.75a + b19,923.75Overhead 10%1,992.38Total21,916.13Pasang Kaca Tebal 5 mm/ M2NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Kaca1.1000Bh85,000.0093,500.00Jumlah a93,500.00b. Tenaga1Pekerja0.0150Oh50,000.00750.002Tukang Kayu0.1500Oh60,000.009,000.003Kepala Tukang0.0150Oh75,000.001,125.004Mandor0.00075Oh65,000.0048.75Jumlah b10,923.75a + b104,423.75Overhead 10%10,442.38Total114,866.13Pasang GrendelJendela / 1 BuahNoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Grendel Jendela1.0000Bh15,000.0015,000.00Jumlah a15,000.00b. Tenaga1Pekerja0.0150Oh50,000.00750.002Tukang Kayu0.1500Oh60,000.009,000.003Kepala Tukang0.0150Oh75,000.001,125.004Mandor0.00075Oh65,000.0048.75Jumlah b10,923.75a + b25,923.75Overhead 10%2,592.38Total28,516.13PEKERJAAN PENUTUP LANTAIPasang Lantai Keramik 30x30 cm / 1 m2NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Keramik 30 x 30 cm Polos11.0000Bh3,181.8235,000.002Semen10.0000Kg1,200.0012,000.003Pasir0.0450M3150,000.006,750.004Semen warna1.5000Kg2,500.003,750.00Jumlah a57,500.00b. Tenaga1Pekerja0.7000Oh50,000.0035,000.002Tukang Batu0.3500Oh60,000.0021,000.003Kepala Tukang0.0350Oh75,000.002,625.004Mandor0.0350Oh65,000.002,275.00Jumlah b60,900.00a + b118,400.00Overhead 10%11,840.00Total130,240.00Pasang Lantai Keramik 20x20 cm / 1 m2NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Keramik 20 x 20 cm26.5000Bh1,773.5847,000.001.062Semen10.4000Kg1,200.0012,480.003Pasir0.0450M3150,000.006,750.004Semen warna1.6200Kg2,500.004,050.00Jumlah a70,280.00b. Tenaga1Pekerja0.7000Oh50,000.0035,000.002Tukang Batu0.3500Oh60,000.0021,000.003Kepala Tukang0.0350Oh75,000.002,625.004Mandor0.0350Oh65,000.002,275.00Jumlah b60,900.00a + b131,180.00Overhead 10%13,118.00Total144,298.00Pasang Dinding Keramik 20x25 cm / 1 m2NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Keramik 20 x 25 cm21.0000Bh2,238.1047,000.002Semen9.3000Kg1,200.0011,160.003Pasir0.0180M3150,000.002,700.004Semen warna1.9400Kg2,500.004,850.00Jumlah a65,710.00b. Tenaga1Pekerja0.9000Oh50,000.0045,000.002Tukang Batu0.4500Oh60,000.0027,000.003Kepala Tukang0.0450Oh75,000.003,375.004Mandor0.0450Oh65,000.002,925.00Jumlah b78,300.00a + b144,010.00Overhead 10%14,401.00Total158,411.00PEKERJAAN SANITASIMemasang 1 Buah Kloset JongkokNoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Kloset Jongkok1.0000Bh195,000.00195,000.002Semen6.0000Kg1,200.007,200.003Pasir0.0100M3150,000.001,500.00Jumlah a203,700.00b. Tenaga1Pekerja1.0000Oh50,000.0050,000.002Tukang Batu1.5000Oh60,000.0090,000.003Kepala Tukang1.5000Oh75,000.00112,500.004Mandor0.1600Oh65,000.0010,400.00Jumlah b262,900.00a + b466,600.00Overhead 10%46,660.00Total513,260.00Memasang 1 Bh Kran 3/4" atau 1/2"NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Kran Air1.0000Bh10,000.0010,000.002Seal Tape0.0250Bh3,000.0075.00Jumlah a10,075.00b. Tenaga1Pekerja0.0100Oh50,000.00500.002Tukang Batu0.1000Oh60,000.006,000.003Kepala Tukang0.0100Oh75,000.00750.004Mandor0.0050Oh65,000.00325.00Jumlah b7,575.00a + b17,650.00Overhead 10%1,765.00Total19,415.00Memasang 1 Bh Floor DrainNoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Floor Drain1.0000Bh25,000.0025,000.00Jumlah a25,000.00b. Tenaga1Pekerja0.0100Oh50,000.00500.002Tukang Batu0.1000Oh60,000.006,000.003Kepala Tukang0.0100Oh75,000.00750.004Mandor0.0050Oh65,000.00325.00Jumlah b7,575.00a + b32,575.00Overhead 10%3,257.50Total35,832.50PEKERJAAN PENGECATANPengecatan Bidang Kayu Baru ( 1 Lapis Dempul, 1 Lapis Cat Dasar, 2 Lapis Cat Penutup ) / 1 m2NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Cat Meni0.2000Kg18,000.003,600.002Dempul0.1500Kg9,500.001,425.003Cat Dasar0.1700Kg41,000.006,970.004Cat Penutup 2 kali0.2600Kg41,000.0010,660.00Jumlah a22,655.00b. Tenaga1Pekerja0.0700Oh50,000.003,500.002Tukang Cat0.0090Oh60,000.00540.003Kepala Tukang0.0060Oh75,000.00450.004Mandor0.0025Oh65,000.00162.50Jumlah b4,652.50a + b27,307.50Overhead 10%2,730.75Total30,038.25Pengecatan Tembok Baru (1 Lapis Plamir, 1 Lapis Cat Dasar, 2 Lapis Cat Penutup) / 1 m2NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Plamir0.1000Kg9,500.00950.002Cat Dasar0.1000Kg21,000.002,100.003Cat penutup 2 kali0.2600Kg21,000.005,460.00Jumlah a8,510.00b. Tenaga1Pekerja0.0200Oh50,000.001,000.002Tukang Cat0.0630Oh60,000.003,780.003Kepala Tukang0.0063Oh75,000.00472.504Mandor0.0025Oh65,000.00162.50Jumlah b5,415.00a + b13,925.00Overhead 10%1,392.50Total15,317.50Pengecatan Plafond (1 Lapis Plamir, 1 Lapis Cat Dasar, 2 Lapis Cat Penutup) / 1 m2NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Cat Dasar0.1000Kg21,000.002,100.002Cat penutup 2 kali0.2600Kg21,000.005,460.00Jumlah a7,560.00b. Tenaga1Pekerja0.0200Oh50,000.001,000.002Tukang Cat0.0630Oh60,000.003,780.003Kepala Tukang0.0063Oh75,000.00472.504Mandor0.0025Oh65,000.00162.50Jumlah b5,415.00a + b12,975.00Overhead 10%1,297.50Total14,272.50

bahanDAFTAR HARGA SATUAN BAHAN DAN UPAHBiaya Umum10%NOJENIS BAHAN/UPAHSATUANHARGA SATUANKETERANGANHARGA SATUAN(Rp)(Rp)123454IUPAH KERJAUPAH KERJA1Kepala TukangOH75,000.00Kepala Tukang50,000.002MandorOH65,000.00Mandor50,000.003PekerjaOH50,000.00Pekerja35,000.004Tukang Kayu/Batu/Besi/CatOH60,000.00Tukang Kayu/Batu/Besi/Cat45,000.00IIBAHAN-BAHANBAHAN-BAHAN1Amplas KayuM15,000.00Batu bata300.002AirLtr100.00Batu bata300.003Batu bataBuah550.004Batu kali / Batu BelahM3250,000.00Batu kali135,000.005Batu AndesiteM2185,000.006Baut Dia 12 mmBuah11,000.007Besi betonKg11,250.00Besi beton-10,000.008Bubungan Genteng Metal (Sakura Roof/Setara)Buah25,000.009lampu SL 25 WattBh45,000.00Bola Pijar 60 watt45,000.0010lampu TL 20 WattBh45,000.00Bola Pijar 60 watt45,000.0011Box MCBSet100,000.00Box Sekring115,000.0012Cat kilat KW 2Kg41,000.00Cat kilat glotex30,000.0013Cat meny (menara paris)Kg18,000.00Cat meny (menara paris)10,000.0014Cat meny atap (nipon)Kg12,000.00Cat meny atap (nipon)16,000.0015Cat tembok KW 2Kg21,000.00Cat tembok metrolite19,500.0016DempulKg9,500.00Dempul5,000.0017Engsel jendelaBuah12,500.00Engsel jendela kuning18,000.0018Engsel pintuBuah18,000.00Engsel pintu kuning22,500.0019Floor DrainBuah25,000.0020Genteng Metal (Roof)Lembar38,000.0021Grendel jendelaBuah15,000.00Grendel jendela2,500.0022Hak anginBuah9,000.00Hak angin3,500.0023Instalasi listrikTitik150,000.00Instalasi listrik120,000.0024Kaca Polos T. 5 mmM285,000.0025Kaca Reben T. 5 mmM290,000.0026Kawat beton (ikat)Kg18,000.00Kaca bening tebal 5 mm88,000.0027Kayu bulat/dolkanBatang5,000.00Kaca reben tebal 5 mm90,000.0028Kayu klas I (kulim/sejenis)M34,500,000.00Kawat beton (ikat)9,000.0029Kayu klas IIM32,000,000.00Kayu bulat/dolkan4,500.0030Kayu mersawaM32,500,000.00Kayu klas I (kulim)1,600,000.0031Kerikil (sirtu)M3150,000.00Kloset jongkok (KIA) standart/Sejenis145,000.0032Keramik Warna 20 X 25 cm (KW I)Kotak47,000.0033Keramik Polos 30x30 cm (KW I)Kotak35,000.0034Keramik warna 20x20 cm (KW I)Kotak47,000.0035Klosed JongkokBuah195,000.0036Kran AirBuah10,000.0037Lis Plafond Grafis T. 6 cmM15,000.0038Pintu + Kusen FiberSet375,000.0039Kunci pintu 2 slaagBuah125,000.00Lem aibon25,000.0040Lampu Tl 40 Watt BambuSet150,000.00Lem ultra25,000.0041Lem KayuKg22,000.00Minyak bekisting10,000.0042Minyak bekistingLiter13,000.00Paku biasa 1" s/d 5"9,800.0043Minyak catLiter9,000.00Paku sekrup8,000.0044Paku biasa 1" s/d 5"Kg18,000.00Paku seng RRT18,000.0045Paku SengKg30,000.0046Paku Genteng MetalKg21,000.0047Paku sekrupKotak30,000.00Paku triplek13,000.0048Paku triplekKg25,000.00Papan mal700,000.0070.6549Papan klas IIM32,000,000.00Pasir88,000.0050Papan malM31,500,000.00Pipa PVC 1/2"12,000.0051Pasir BetonM3150,000.00Pipa PVC dia. 3/4"16,000.0052Pasir UrugM3120,000.00Pipa PVC dia. 3/4"16,000.0053PlamirKg9,500.00Seal Tape5,000.0054Papan GRC t. 5 mmLembar60,000.00Seal Tape5,000.0055Pipa PVC Dia 1/2"M13,750.0056Pipa PVC Dia 1"M16,750.00675057Pipa PVC Dia 2"M112,500.001250058Pipa PVC Dia 3"M122,500.002250059Pipa PVC Dia 4"M137,500.001500060Profil List TembokM155,000.00Semen type I41,500.0061Pipa HawaBh25,000.0062Sakelar gandaBuah30,000.00Seng gelombang 6 kaki BJLS 20 (11 gel.)35,000.0063Sakelar TunggalBuah28,000.00Seng gelombang 6 kaki BJLS 20 (11 gel.)35,000.0064Seal TapeBuah3,000.00Septic Tank1,000,000.0065Semen putihKg2,500.00Stop kontak3,500.0012830700066Semen type IZak60,000.00Tanah Timbunan15,000.0067Seng Gelombang 11 Kaki BJLS 20Lembar40,000.0068Seng Gelombang Warna (SNI)Lembar60,000.0069Seng TalangM125,000.00Triplek tebal 3 mm35,000.0070Seng platM130,000.00Triplek tebal 3 mm35,000.0071Septic TankUnit3,000,000.00Kotak Angin 4/1335,000.0072Stop kontakBuah30,000.0073Triplek T. 3 mmLembar40,000.0074Tanah TimbunanM360,000.00Catatan :Harga Sudah Termasuk Ongkos Angkut, Muat dan Bongkar

PERHIT VOL (2)PERHITUNGAN VOLUME00000000128,307,000.00DATAPANJANG POND DINDING:34.0018VERTIKALPANJANG SLOOF (DIND + TERAS):34.0016HORTINGGI BANGUNAN:3.0034-TERASNOITEM PEKERJAANSATUKURANVOLUMEP (M)L (M)T (M)unitM1M2M3LSIPEKERJAAN PENDAHULUAN1Pek. Pengukuran / BouwplankM121.0012.5067.0000LS1.002Pek. Papan Nama Kegiatan + DokumentasiLS1.003Pek. Pembersihan dan Perataan LokasiM2214.5021.0012.50262.50(6.00)8.00(48.00)4Pek. Air Kerja + Listrik KerjaLS1.00IIPEKERJAAN TANAH DAN PASIR1Pek. Galian Tanah PondasiM310.29aPondasi menerus34.000.550.5510.29bpondasi tapak Uk 1X1-0.500.55--cparit-0.350.30-2Pek. Urugan Tanah KembaliM32.570002.703.009.000.102.70-6.500.15--6.500.15--1.500.10--1.500.05--1.500.05----3Pek. Urugan Pasir Bawah Pondasi (T. 5 Cm)M30.85117aPondasi menerus34.000.500.050.85bpondasi tapak Uk 1X1-0.500.05--4Pek. Urugan Pasir Bawah Lantai (T. 5 Cm)M31.801314.009.000.051.80-6.500.05--6.500.05---$ 128,307,000-$ --$ --$ --$ -IIIPEKERJAAN PASANGAN & BETON1Pek. AnstampingM334.000.450.050.772Pek. Pondasi + Umpak Batu Kali Ad. 1 : 4M37.6534.000.380.607.650.350.350.45--3Pek. Sloof 15/20 Cm Beton Bertulang f'c = 19,3 MPa (K 225)M334.000.150.201.024Pek. Kolom Praktis 11/11 Cm Btn Btlng f'c = 19,3 MPa (K 225)M30.110.112.858.000.280000.200.202.85--5Pek. Pasangan Dinding Batu Bata Trassram Ad. 1 : 2M27.26a.Sloof bangunan34.000.3010.20bLuas Kusen9.80(0.30)(2.94)6Pek. Pasangan Dinding Batu Bata Ad. 1 : 4M281.11a.Sloof bangunan34.002.5586.70bLuas Kusen(5.59)ctedeng layar spg-2.20--1.50-dtedeng layar dpn-2.20-eriol-0.40-7Pek. Ring Balok 10/15 cm Btn Btlng f'c = 19,3 MPa (K 225)M30.5134.000.100.150.5100M3-0.150.20-IVPEKERJAAN LANTAI & PLESTERAN1Pek. Lantai Cor Ad. 1:3:5 (T. 5 Cm) Selasar (Acian)M31.804.009.000.051.80-6.500.05--6.500.05-2Pek. Plesteran Trassram 1 : 2M214.52luas Dinding Trassram7.263Pek. Plesteran Dinding Ad.1 : 4M2162.22luas Dinding81.1100097.0014.504.0058.006.503.0019.508.503.0025.50-1.50-(2.00)3.00(6.00)0006.002.003.006.0000016.001.0016.00asumsi 1 Km. MandiVPEKERJAAN KAYU & PASANGAN1Pek. Kozen Pintu ,Jendela + Singok Kayu Kls. IM30.272Pek. Daun Pintu Panel Papan Kayu MersawaM24.803Pek. Daun Jendela Kaca Bening T. 5 mm Papan Kls. IIM22.31000-VIPEKERJAAN KAP ATAP & PLAPOND1Pek. Kuda-kuda, Gording + Kanopi Kayu Kls. IIM31.312Pek. Rangka Plapond Kayu Kls IIM264.883Pek. Plafond Triplek T. 3 mmM264.884Pek. Lisplank Papan 2.3/25 cm Kayu Kls. IIM133.20VIIPEKERJAAN PENUTUP ATAP1Pek. Atap Seng Gelombang BJLS 20M282.502Pek. Bubungan + Flashing Seng PlatM121.80000-VIIIPEKERJAAN ELEKTRIKAL1Pek. Pemasangan Instalasi ListrikTtk8.002Pek. Pemasangan Saklar GandaBh1.003Pek. Pemasangan Saklar TunggalBh3.004Pek. Pemasangan Stop KontakBh3.005Pek. Pemasangan Lampu SL 25 WattBh4.00000-6Pek. Pemasangan MCB PanelSet1.00IXPEKERJAAN PENGGANTUNG DAN PENGUNCI1Pek. Kunci Pintu Double SlaagBh3.002Pek. Pemasangan Engsel PintuBh9.003Pek. Pemasangan Engsel JendelaBh6.004Pek. Pemasangan Grendel JendelaBh3.005Pek. Pemasangan Tarikan JendelaBh3.006Pek. Pemasangan Hak AnginBh6.00000001.000001.000001.000001.000004.000004.000001.0000024.00XPEKERJAAN PENGECATAN & FINISHING1Pek. Pengecatan Tembok dan BetonM2176.742Pek. Pengecatan Daun Pintu/Kozen dan JendelaM219.893Pek. Pengecatan Lisplank + List PlapondM213.284Pek. Pengecatan PlafondM264.885Pek. Belangkin / TeerLs1.00CAT :1KUSEN DAN PINTU DARI PERHITUNGAN KUSEN2KUDA-KUDA, ATAP. PLAFOND DARI PERHITUNGAN KAYU

DARI PERHIT KUSENDARI PERHIT KAYUDARI PERHITKAYU(P ats + P bwh)/2

kayuPERHITUNGAN KUDA- KUDAKK 14 UnitA (cm2)P (M)L (M)V (M3)KeteranganBtg Tarik2 x 6/121444.60-0.07KiKaki Kuda26/12723.74-0.03Ki2K1+2(1/2K1)6/12723.74-0.03ka6/12720.00-0.00ka6/12720.00-0.00kaPengaku6/12720.800.016/12720.800.016/12720.700.016/12720.700.01KiAndher6/12720.800.01Gapit5/101000.000.000.15Vol 1 kkVOL KK 10.594kkKK 22 UnitA (cm2)P (M)L (M)V (M3)Btg Tarik2X6/121444.00-0.06KiKaki Kuda26/12724.12-0.03Ki6/12724.12-0.03ka6/12720.00-0.00ka6/12720.00-0.00kaPengaku6/12721.600.016/12720.000.006/12721.000.016/12720.000.00Andher6/12722.000.01Gapit5/101002.000.020.171 kkVOL KK 20.000kkKK34 UnitA (cm2)P (M)L (M)V (M3)Btg tarik2' x 6/121445.00-0.07KiKaki Kuda26/12723.60-0.03Ki723.600.03720.00-0.00Ki720.000.00Pengaku6/12721.100.016/12721.100.016/12720.900.016/12720.900.016/12720.000.006/12720.000.00Andher6/12721.700.01Gapit5/101003.000.030.191 kk0.000kkKK44 UnitA (cm2)P (M)L (M)V (M3)Btg tarik2' x 6/121443.00-0.04KiKaki Kuda26/12723.60-0.03Ki720.000.00720.000.00720.000.00Pengaku6/12721.100.016/12720.900.01720.000.00720.000.00Andher6/121.21.800.00Gapit5/101002.000.020.101 kk0.000kkkanopi0 UnitA (cm2)P (M)L (M)V (M3)Btg tarik2' x 6/121440.90-0.01KiKaki Kuda26/12721.20-0.01Ki720.000.00Pengaku6/12720.700.016/12720.000.006/12720.000.006/12720.000.00Andher6/121.20.000.000.031 kk0.000kkJurai Dalam2 UnitA (cm2)P (M)JlhV (M3)Kaki Kuda6/12725.9400.00Ki6/12724.5000.006/12722.0000.006/12721.0000.000.000.00Jurai Luar3 UnitA (cm2)P (M)JlhV (M3)Kaki Kuda6/12724.0000.00Ki6/12725.6600.006/12722.0000.006/12726.7900.006/12722.1200.000.0020.560.00Ikt Angin 13 UnitA (cm2)P (M)L (M)V (M3)2 x 5/101004.0030.122 x 5/101002.0000.000.12Nok1 UnitA (cm2)P (M)L (M)V (M3)Balok6/127211.000.08Papan Reuter6/122011.000.020.10TotalA (cm2)P (M)JumlahV (M3)Gording5/105011.0080.44Blkk44.755019.0000.00Dpn5017.0000.00Dpn5016.0000.005015.0000.003.125508.0000.003.1255012.0000.003.1255014.0000.003.1255016.0000.003.1255012.5000.003.1255010.5000.003.125508.5000.003.125506.5000.003.125505.0000.003.1250.44VOLUME TOTAL KUDA-KUDA1.25VOLUME TOTAL KUDA-KUDA + Eff1.313.7466666667PERHITUNGAN ATAPPBwh (M)P Ats (M)L (M)A (M2)Keterangan11.0011.003.7541.2511.0011.003.7541.251.15128307000VOL Rangka Atap82.50+ Effisiensi82.50PERHITUNGAN BUBUNGANBELUM DIHITUNGP(M)KeteranganATAP UTAMA11.00FLASHING10.800.00total21.80PERHITUNGAN TALANGP(M)Keterangan0.00total0.00PERHITUNGAN LISTPLANKP(M)KeteranganAtap Utama11.20dpn22.00sp knn0.00sp knn0.00blktotal33.20PERHITUNGAN PLAFONDP (M)L (M)A (M2)Keterangan9654.003.43.210.88050.0064.88TOTAL64.88PERHITUNGAN LIST PLAFONDP (M)KeteranganDalam68.0011.062.0017.085.0012.005.404.405.400.000.000.000.00130.34Teras + Luar0.000.000.000.001283070000.000.000.000.00VOL List Plafond130.34

KUSENPERHITUNGAN KUSENKUSEN PJ13 UnitA (M2)P (M)CAT (M2)V (M3)Keterangan6/132.732.06Tinggi Pintu2.242.061.68Tinggi Jendela01.1Lebar Total0.760.700Lebar Jendela00000.3telinga kusen7.962.413.008.1923.887.240.193 UnitKUSEN PJ20 UnitA (M2)P (M)CAT (M2)V (M3)Keterangan6/133.572.522.522.021.581.580.620.3telinga kusen11.143.3700.0000.000.000 UnitKS P10 unitA (M2)P (M)CAT (M2)V (M3)Keterangan6/132.502.722.720.920.9200telinga kusen0.27.482.02Jumlah00.0000.000.000 unitKUSEN P20 UnitA (M2)P (M)CAT (M2)V (M3)Keterangan6/132.772.722.721.021.0200.2telinga kusen7.682.081 Bh00.0000.000.000 UnitKUSEN FBR0 UnitA (M2)P (M)CAT (M2)V (M3)Keterangan6/131.621.861.860.870FIBER4.591.151 UNIT00.0000.000.000 UnitKUSEN P30 UnitA (M2)P (M)CAT (M2)V (M3)Keterangan6/132.162.642.732.640.8200.2telinga kusen6.31.601 UNIT00.0000.000.000 UnitKUSEN J10 UnitA (M2)P (M)CAT (M2)V (M3)Keterangan6/133.591.772.731.771.771.772.032.032.03000.4telinga kusen13.574.171 UNIT00.0000.000.000 UnitKUSEN J20 UnitA (M2)P (M)CAT (M2)V (M3)Keterangan6/132.421.772.731.771.771.371.371.370.4telinga kusen9.822.921 UNIT00.0000.000.000 UnitKUSEN J40 UnitA (M2)P (M)CAT (M2)V (M3)Keterangan6/133.532.042.732.042.041.731.731.731.730.4telinga kusen13.444.131 UNIT00.0000.000.000 UnitKUSEN J50 UnitA (M2)P (M)CAT (M2)V (M3)Keterangan6/131.531.872.731.870.820.820.4telinga kusen5.781.501 UNIT00.0000.000.000 UnitKUSEN TDL0 UnitA (M2)P (M)CAT (M2)V (M3)Keterangan6/130.860.552.730.550.90.690.691.190.4telinga kusen4.971.571 UNIT00.0000.000.000 UnitKUSEN TDL10 UnitA (M2)P (M)CAT (M2)V (M3)Keterangan6/130.460.642.730.640.650.380.38telinga kusen2.690.771 UNIT00.0000.000.000 Unittedeng Layar0 UnitA (M2)P (M)CAT (M2)V (M3)Keterangan6/134.072.952.953.3800.2telinga kusen9.482.401 Bh00.0000.000.000 Unit33.3333333333BV20 UnitA (M2)P (M)CAT (M2)V (M3)Keterangan6/130.950.720.721.321.3200.2telinga kusen4.281.101 Bh00.0000.000.000 Unit33.3333333333BV19 UnitA (M2)P (M)CAT (M2)V (M3)Keterangan6/130.040.250.250.150.150.4telinga kusen1.20.351 Bh90.3410.83.170.089 Unit33.3333333333LuasPjg KsLs CatVol KsTOTAL KUSEN8.5334.6810.410.27PERHITUNGAN PAS PINTU & JENDELAPINTU PANELUnitL (M)P (M)Luas (M2)CAT (m2)KeteranganPJ1,P230.8024.8010.1000.822.10.000.0000.722.150.000.00TOTAL34.808.08PINTU P. kacaUnitL (M)P (M)Luas (M2)CAT (m2)Keteranganp100.621.120.000.00TOTAL00.000.00JENDELAJENDELAUnitL (M)P (M)Luas (M2)CAT (m2)KeteranganPJ,J2,J330.701.12.311.391.280.881.22J100.560.560.000.000.640.440.6100.920.410.000.0000.820.410.000.0000.720.410.000.000.760.641.14TOTAL32.311.39JALUSIUnitP (M)L (M)Luas (M2)CAT (m2)KeteranganP100.850.10.000.00J.300.620.10.000.00J.300.720.10.000.00BV100.400.10.000.00BV100.700.10.000.00TOTAL00.000.00JALUSI bajaUnitL (M)P (M)Luas (M2)CAT (m2)KeteranganV102.320.30.000.00J.301.130.30.000.00BV1,BV2TOTAL00.000.00KACA MATIJENDELAUnitL (M)P (M)Luas (M2)CAT (m2)KeteranganJ300.620.250.00P100.520.40.000.68BV00.560.250.000.52P1.00.640.360.00P300.870.360.00J100.631.70.00J.200.641.20.00J.300.630.50.00J.500.550.50.00TOTAL0.000.00JML TOTAL CAT PINTU DAN KUSEN DAN JALUSI19.89

BESIPERHITUNGAN BESISloof/Blk 15/20Berat kg/M'V Btn (M3)Pjg Bs (M)Jml Bs (Bh)Berat (Kg/M3)Keterangan0,15/0,20.620.031.00482.67Besi 10Sengkang 8-15 cm0.220.030.60730.80Total113.47+ Eff124.81KLM 15/25Berat kg/M'V Btn (M3)Pjg Bs (M)Jml Bs (Bh)Berat (Kg/M3)Keterangan0,15/0,250.620.041.00466.13Besi 10Sengkang 6-15 cm0.220.040.70728.75Total94.88+ Eff104.37BLK 10/35Berat kg/M'V Btn (M3)Pjg Bs (M)Jml Bs (Bh)Berat (Kg/M3)Keterangan0,1/0,350.620.041.00235.43Besi 100.890.041.004101.71Besi 12Sengkang 6-15 cm0.220.040.84736.96Total174.10+ Eff191.51KLM 50/50Berat kg/M'V Btn (M3)Pjg Bs (M)Jml Bs (Bh)Berat (Kg/M3)Keterangan0,5/0,50.620.251.0049.92Besi 100.890.251.00414.24Besi 12Sengkang 6-15 cm0.220.251.90711.70Total35.86+ Eff39.45Sloof/R.balk 10/15Berat kg/M'V Btn (M3)Pjg Bs (M)Jml Bs (Bh)Berat (Kg/M3)Keterangan0,1/0,150.620.021.004165.33Besi 10Sengkang 6-15 cm0.220.020.40741.07Total206.40+ Eff227.0414.52Plat T.12 cmBerat kg/M'V Btn (M3)Pjg Bs (M)Jml Bs (Bh)Berat (Kg/M3)Keterangan5165.28925619831/1/0,120.620.121.0020103.33Besi 10+ Eff113.67Kolom 30/30Berat kg/M'V Btn (M3)Pjg Bs (M)Jml Bs (Bh)Berat (Kg/M3)Keterangan0,3/0,30.620.091.00427.56Besi 10Sengkang 6-15 cm0.220.091.14719.51Total47.06+ Eff51.77Balok 20/20Berat kg/M'V Btn (M3)Pjg Bs (M)Jml Bs (Bh)Berat (Kg/M3)Keterangan0,2/0,20.000.041.0000.00Besi 140.620.041.00462.00Besi 12Sengkang 6-15 cm0.220.040.70726.95Total88.95+ Eff97.85Kolom 20/30 terasBerat kg/M'V Btn (M3)Pjg Bs (M)Jml Bs (Bh)Berat (Kg/M3)Keterangan0,2/0,30.620.061.00662.00Besi 10Sengkang 6-15 cm0.220.060.86722.07Total84.07+ Eff92.48Kolom 10/10Berat kg/M'V Btn (M3)Pjg Bs (M)Jml Bs (Bh)Berat (Kg/M3)Keterangan0,11/0,110.620.011.004204.96Besi 10Sengkang 6-15 cm1500.220.010.34743.27157.5Total248.23+ Eff273.05B. Anak 15/02Berat kg/M'V Btn (M3)Pjg Bs (M)Jml Bs (Bh)Berat (Kg/M3)Keterangan0,13/0,200.620.031.00482.67Besi 10Sengkang 6-15 cm0.220.030.60730.80Total113.47+ Eff124.81B.Tgg 20/20Berat kg/M'V Btn (M3)Pjg Bs (M)Jml Bs (Bh)Berat (Kg/M3)Keterangan0,20/0,200.890.031.004118.27Besi 12Sengkang 6-15 cm0.280.030.66743.12Total161.39+ Eff177.53Pond FP 0,5/0,5Berat kg/M'V Btn (M3)Pjg Bs (M)Jml Bs (Bh)Berat (Kg/M3)Keterangan0.620.051.40469.44Besi 103.33333333330.620.051.40469.441.95.3333333333Total138.88+ Eff152.77Kolom 13/13Berat kg/M'V Btn (M3)Pjg Bs (M)Jml Bs (Bh)Berat (Kg/M3)Keterangan0,13/0,130.620.021.004146.75Besi 10Sengkang 6-15 cm0.280.020.42748.71Total195.46+ Eff215.00

PERHITUNGNA VOLUMEPERHITUNGAN VOLUME PEKERJAANNoUraian PekerjaanSmblAnalisa PekerjaanVol.satPEKERJAAN TANAH DAN PASIRPek. Galian Tanah PondasiV(( la + lb ) / 2 ) * p * t14.70m3Panjang Total Galian (m')p49.00Lebar Atas (m)la0.25Lebar Bawah (M)lb0.50Tinggi Galian (m)t0.80Pek. Urugan Tanah KembaliVvol. galian pondasi/34.90m3Pek. Urugan Pasir Bawah Pondasi (T. 5 Cm)Vp * l * t1.23m3Panjang Total ( m )p49.00Lebar (m)l0.50Tinggi pasir Urug (m)t0.05Pek. Urugan Pasir Bawah Lantai (T. 5 Cm)Vp l * t2.45m3luas lantai (m)p49.00Tinggi pasir Urug (m)t0.05PEKERJAAN PASANGAN & BETONPek. Batu Kosong (anstamping)Vp * l * t2.45m3Panjang Total ( m )p49.00Lebar (m)l0.50tinggi anstamping (m)t0.10Pek. Pondasi + Umpak Batu Kali Ad. 1 : 4V(( la + lb ) / 2 ) * p * t9.19m3Panjang Total (m)p49.00Lebar atas (m)la0.25Lebar Bawah (m)lb0.50Tinggi (m)t0.50Pek. Sloof 15/20 Cm Beton Bertulang f'c = 19,3 MPa (K 225)Vp* l1.47m3Panjang Total (m)p49.00Luas Kolom (m)la0.03Pek. Kolom Praktis 15/15 Cm Btn Btlng f'c = 19,3 MPa (K 225)vp * l*jumlah baloktinggi kolom (m)t3.51.26m3luas kolom (m)l0.02jumlah balokbh18.00Pek. Pasangan Dinding Batu Bata Trassram Ad. 1 : 2lp * l9m2panjang (m)p45lebar (m)l0.2Pek. Pasangan Dinding Batu Bata Ad. 1 : 4lp * l -bahan pelengkap157.50m2panjang (m)p45.00lebar (m)l3.50bahan pelengkap m2l-Pek. Ring Balok 10/15 cm Btn Btlng f'c = 19,3 MPa (K 225)vp * l0.74m3panjang balok (m)p49.00luas balok m2l0.02Pek. Plesteran Trassram 1 : 2LL*218.00m2luas trassram m2l9jumlah dinding luar dalam2Pek. Plesteran Dinding Ad.1 : 4LL*2254.86m2Luas Dinding (m2)L127.43jumlah dinding diluar dan didalambh2Pek. Lantai corluas lantaiL452.25m3tebal lantai cor (0.05 m)t0.05Pek. Pasang Keramik Lantai 30x30 cmvluas lantai -luas dinding38.25m2jumlah luas lantai (m2)L45.00Luas Dinding (m2)Ld6.75PEKERJAAN KAYU & PASANGANKayu Kusen Pintu Jendela & VentilasiVol. Total Kayu Kosen0.77m3kosen type JV 1 BAG. BAWAH((t + h) * n * l)0.14m3Panjang total ambang tegak (m')t3.40Panjang total ambang horisontal (m')h1.34Jumlah unit (bh)n4.00Luas Volume Kayu 6/12 (m)l0.01kosen type JV 1 BAG. ATAS((t + h) * n * l)0.12m3Panjang total ambang tegak (m')t2.60Panjang total ambang horisontal (m')h1.40Jumlah unit (bh)n4.00Luas Volume Kayu 6/12 (m)l0.01kosen type PJV 1 BAG. BAWAH((t + h) * n * l)0.07m3Panjang total ambang tegak (m')t3.40Panjang total ambang horisontal (m')h1.20Jumlah unit (bh)n2.00Luas Volume Kayu 6/12 (m)l0.01kosen type PJV 1 BAG. ATAS((t + h) * n * l)0.05m3Panjang total ambang tegak (m')t2.60Panjang total ambang horisontal (m')h1.00Jumlah unit (bh)n2.00Luas Volume Kayu 6/12 (m)l0.01kosen type PJV 1 BAG, UTAMA((t + h) * n * l)0.04m3Panjang total ambang tegak (m')t2.60Panjang total ambang horisontal (m')h2.40Jumlah unit (bh)n1.00Luas Volume Kayu 6/12 (m)l0.01kosen type JV1((t + h) * n * l)0.22m3Panjang total ambang tegak (m')t1.96Panjang total ambang horisontal (m')h4.20Jumlah unit (bh)n5.00Luas Volume Kayu 6/12 (m)l0.01kosen type PJV2((t + h) * n * l)0.04m3Panjang total ambang tegak (m')t4.00Panjang total ambang horisontal (m')h0.90Jumlah unit (bh)n1.00Luas Volume Kayu 6/12 (m)l0.01kosen type PV1((t + h) * n * l)0.11m3Panjang total ambang tegak (m')t4.00Panjang total ambang horisontal (m')h0.90Jumlah unit (bh)n3.00Luas Volume Kayu 6/12 (m)l0.01vol. total daun pintu4.80Pek. Daun Pintu UTAMAvjp*l*t*p1.20m3tinggi pintu (m)p2.00lebar pintu (m)l1.20tebal pintu (m)t0.50jumlah pintujp1.00Pek. Daun Pintu RUANGANvjp*l*t*p3.60m3tinggi pintu (m)p2.00lebar pintu (m)l0.90tebal pintu (m)t0.50jumlah pintujp4.00vol. total daun jendela3.10Pek. Daun Jendela BAG. DEPANvjp*l*t*p1.02m3tinggi Daun pintu (m)p3.40lebar daun pintu (m)l1.00tebal daun pintu (m)t0.05jumlah daun pintujp6.00Pek. Daun Jendela BAG. Sampingvjp*l*t*p2.08m3tinggi Daun pintu (m)p1.60lebar daun pintu (m)l5.20tebal daun pintu (m)t0.05jumlah daun pintujp5.00PEKERJAAN KAP ATAP & PLAPONDPek. Kuda-kuda, GordingTotal Volume Kuda- kuda`2.45m3Balok Tarikp * L * n * s0.45m3Panjang Balok Tarik 2x6/12 (m')p10.50Luas kayu 6/12 (m)L0.01Banyak kuda kuda (unit)n3.002 buah kayu balok tariks2.00Kaki Kuda- kudap * L * n * s0.30m3Panjang kaki kuda- kuda (m')p6.85Luas kayu 6/12 (m)L0.01Banyak kuda kudan3.00Jumlah sisis2.00Tiang Makelarp * L * n0.06m3Panjang tiang makelar (m')p2.8Luas kayu 6/12 (m)L0.01Banyak kuda kudan3.00Skor kaki Kuda- kuda Miring + Tegakp * L * n * s0.20m3Panjang Total Untuk 1 Kuda- Kuda (m')p4.60Luas kayu 5/10 (m)L0.01Banyak kuda kudan3.00Jumlah sisis2.00Balok Apit Kuda- kuda 2x5/10p * L * n * s0.32m3Panjang Total (m')p4.00Luas kayu 5/10 (m)L0.005Banyak kuda kudan8.00Jumlah sisis2.00Skor Angin Kuda- kuda 5/10p * L * n0.12m3Panjang Total (m')p4.00Luas kayu 5/10 (m)L0.005Banyak Skor Anginn6.00Gording Kuda- kudap * L1.00m3Panjang total gording keseluruhan (m')p200.70Luas kayu 5/10 (m)L0.01Pek. Rangka Plapond Kayu Kls IILuas total Rangka Plafond (m)Ltot123.30123.30m2pek. Plafon triplek T.3cmluas72.0072.00m2Pek. Lisplank Papan 2.3/25 cm Kayu Kls. IIv35.60m'Lisplank Atapp35.60PEKERJAAN PENUTUP ATAPPek. Atap Seng Gelombang warna (SNI)Ltot173.82m2Panjang Total Atap (m')p11.15Lebar Sisi Miring Atap (m')l6.75Jumlah Sisin2.00COS 30Alpa0.87Pek. Bubungan + Flashing Seng PlatPanjang totalp11.1511.15m'PEKERJAAN ELEKTRIKALPek. Pemasangan Instalasi Listrikttk88.00ttkPek. Pemasangan Saklar Gandabh3.003.00bhPek. Pemasangan Saklar Tunggalbh3.003.00bhPek. Pemasangan Stop Kontakbh6.006.00bhPek. Pemasangan Lampu SL 25 Wattbh6.006.00bhPek. Pemasangan MCB Panelbh1.001.00bhPEKERJAAN PENGGANTUNG DAN PENGUNCIPek. Kunci Pintu Double Slaagbh5.005.00bhPek. Pemasangan Engsel Pintubh10.0010.00bhPek. Pemasangan Engsel Jendelabh14.0014.00bhPek. Pemasangan Grendel Jendelabh7.007.00bhPek. Pemasangan Tarikan Jendelabh7.007.00bhPek. Pemasangan Hak Anginbh14.0014.00bhPEKERJAAN PENGECATAN & FINISHINGPek. Pengecatan Tembok dan Betonvp*l-luas jp140.70m2panjang tembokp45.00tinggi tembokt3.50luas kusen,jendela, pintujp16.80Pek. Pengecatan Daun Pintu/Kozen dan JendelaV16.8m2luas kusen dan jendela m2L16.80Pek. Pengecatan Lisplank + List Plapondp*l8.9m2panjang lisplank (M)p35.60lebar Lisplank (M)l0.25Pek. Pengecatan PlafondL1-L256.25m2luas plafon (m2)L163.00luas dinding (m2)L26.75

V = (P X L) / Cos