BACK UPBACK UP DATANOURAIAN PEKERJAANPJGLBRTGGIRATA2JMLHVOL.SAT.IPEKERJAAN PEMBONGKARAN1Pek. Pembongkaran atap seng gelombangM2M2M2TOTAL..0.0M22Pek. Pembongkaran kusen pintu /jendela1.00BH3Pek. Pembongkaran Plapond dan rangkaLUAS PLFON TOTAL27.009.00243.00M2TOTAL..243.00M2VOL. DIBONGKAR 50%121.50M2IIPEKERJAAN KAYU/KACA1Pek.Penggantian kusen jendela0.070.141.000.0M32Pek. Pintu panil papan2.111.623.0010.25M2TOTAL..10.25M23Pek. Jendela kaca hidupdepan0.660.842.001.11M2TOTAL..1.11M24Pek. Jendela kaca matidepan0.0M2belakang0.0TOTAL..0.0M25Pek. Lisplank Papan0.264.000.0M'6Pek. Plafond+rangkaSAMPING6.391.24.0030.67M2BELAKANG29.551.21.0035.46TOTAL..66.13M27Pek. List plafond profil253.40253.40M'Sub Total II0.0IIIPEKERJAAN ATAP1Pek. Pasangan atap seng gelombang0.0M22Pek. Bubungan atap0.0M'3Pek. Bola-bola Atap0.0M'Sub Total III0.0IVPEKERJAAN PASANGAN DAN LANTAI1Rabat Beton Tumbuk Keliling Bangunan82.901.20.087.962Pek. Plesteran rabat yg di rehab82.901.299.483Pek. Pas. Batu-bata Saluran keliling bangunan82.900.649.744Pek. Plseteran saluran yg direhab49.744Pas. Dinding Keramik warna 20 x 25 cm bawah kusen5.112.0010.225Pas. Lantai Keramik 30 x 30 cmRUANGAN7.0093.00189.00M2TERAS33.0021.0066.00M2M2Sub Total IV255.000.0VIIIPEKERJAAN KUNCI DAN PENGGANTUNGAN1Pek. Pas Kunci Tanam 2 Slaag2Pek. Pas Engsel Pintu Nylon3Pek. Pas Engsel Jendela Nylon4Pek. Pas Grendel Pintu5Pek. Pas Grendel Jendela6Pek. Pas Hak angin Jendela7Pek. Pas Tarikan JendelaSub Total VIII0.0IXPEKERJAAN SANITASI1Pek. Pas Closed Jongkok2Pek. Pas Kran Air3Pek. Pas Filter Air Kotor4Pek. Instalasi Air Bersih5Pek. Instalasi Pembuangan Air Kotor6Pek. Pas Septick Tank Dan ResapanSub Total IX0.0XPEKERJAAN INSTALASI LISTRIK1Pek. Pas Instalasi Listrik Kabel 2.5 mm2Pek. Pas Lampu SL 18 Watt + fitting3Pek. Pas Saklar Ganda4Pak. Pas Saklar Tunggal5Pak. Pas Stop Kontak6Pek. Pas MCB ( 2 Group )Sub Total X0.0XIPEKERJAAN PENGECATAN1Pek. Cat Warna KayuCAT PINTU UTAMA2.111.62.003.0020.26M2CAT LISPLANK PAPAN29.850.262.0015.52M226.360.262.0013.71M2CAT KUSEN JENDELA12.860.3815.0073.30M2KUSEN PINTU9.140.383.0010.42KUSEN PINTU RUANGAN5.800.382.20BINGKAI JENDELA3.020.3730.0033.52JALUSI PAPAN10.560.2915.0045.946.400.293.005.57Sub Total X220.440.0LUAS KUSEN2Pek. Cat Warna Tembok Dan KolomCAT TEMBOK82.003.152.00516.60PINTU UTAMA4.68314.04TOTAL516.60J.13.371550.62DIKURANGI LUAS KUSEN449.46PTU RUANGAN2.4912.493Pek. Cat Plapon309.130.0JUMLAH67.14XIIPEKERJAAN LAIN LAIN1Administrasi Dan Dokumentasi2Pek. Pas Tiang Bendera3Pembuatan Sumur Gali + cincin + Pompa2Pek. Pembersihan AkhirSub Total XII0.00.0

Data Kuasa Pengguna AnggaranDrs. Dasman GustiNIP. 19621208 199512 1001Pejabat Pembuat KomitmenDra.Nurhasni MpdNIPNIP. 19671105 199303 2006Pengelola TeknisIdhamsyahNIPNIP. 19661012 200604 1010KegiatanPembangunan Fisik DAK dan DAU Bidang PendidikanPekerjaanRehabilitasi Gedung SMPN 16 MukomukoSumber DanaDAK 2012LokasiJL. Bendungan Air Manjunto Ds. Sungai Lintang Kec.V KotoTahun Anggaran2012Luas ( m2 )105BREHABILITASI GEDUNG 3 RKBPanitia Pembangunan SekolahSyarifudin SPdNIPNIP. 19.Ketua komiteMukomuko, 00 September 2012`SEKOLAHSMPN 01 MUKOMUKOALAMATJl. Pasar Baru Kota MukomukoKECAMATANKota Mukomuko

AN-SNIAnalisa Harga satuan PekerjaanKegiatan:Pembangunan Fisik DAK dan DAU Bidang PendidikanPekerjaan:Rehabilitasi Gedung SMPN 16 MukomukoSumber Dana:DAK 2012Lokasi:JL. Bendungan Air Manjunto Ds. Sungai Lintang Kec.V KotoTahun Anggaran:2,012KODEANALISAURAIAN PEKERJAANH. SATUANJUMLAHNILAIKODE( Rp )( Rp )PT 6.8.11M2Pek. Pembongkaran Total Bangunan Lama26,750.00PT 6.8.1M20.2500hariPekerja65,000.0016,250.000.0050hariKepala Tukang100,000.00500.000.1000hariTukang75,000.007,500.001.0000LsAlat Bantu2,500.002,500.0026,750.00PT 6.8.21M2Pek. Pembongkaran atap seng gelombang2,875.00PT 6.8.2M20.0500hariPekerja65,000.000.0050hariKepala Tukang100,000.000.0050hariTukang kayu75,000.00375.001.0000LsAlat Bantu2,500.002,500.002,875.00PT 6.8.31BHPek. Pembongkaran kusen pintu /jendela20,750.00PT 6.8.3BH0.2500hariPekerja65,000.0016,250.000.0050hariKepala Tukang100,000.00500.000.0200hariTukang Kayu75,000.001,500.001.0000LsAlat Bantu2,500.002,500.0020,750.00PT 6.8.41M2Pek. Pembongkaran dinding batu bata ( Existing)14,250.00PT 6.8.4M20.1500hariPekerja65,000.009,750.000.0050hariKepala Tukang100,000.00500.000.0200hariTukang batu75,000.001,500.001.0000LsAlat Bantu2,500.002,500.0014,250.00PT 6.8.51M2Pek. Pembongkaran Plapond dan rangka ( Existing)11,000.00PT 6.8.5M20.1000hariPekerja65,000.006,500.000.0050hariKepala Tukang100,000.00500.000.0200hariTukang kayu75,000.001,500.001.0000LsAlat Bantu2,500.002,500.0011,000.00PT 6.8.61M2Pek. Pembongkaran lantai (Existing )17,500.00PT 6.8.6M20.2000hariPekerja65,000.0013,000.000.0050hariKepala Tukang100,000.00500.000.0200hariTukang batu75,000.001,500.001.0000LsAlat Bantu2,500.002,500.0017,500.00PT 6.8.71M3Pek. Pembongkaran Kuda kuda dan gording ( Existing )408,750.00PT 6.8.7M35.0000hariPekerja65,000.00325,000.000.2500hariKepala Tukang100,000.0025,000.000.7500hariTukang Kayu75,000.0056,250.001.0000LsAlat Bantu2,500.002,500.00408,750.00Pper 6.41M'Pek. Pasangan Bawplank42,420.00Pper 6.4M'0.0120m3Kayu Kelas IV1,400,000.0016,800.000.0200kgPaku Kasar16,000.00320.000.0070m3Kayu Kelas IV1,400,000.009,800.000.1000hariTukang Kayu75,000.007,500.000.1000hariPekerja65,000.006,500.000.0100hariKepala Tukang100,000.001,000.000.0050hariMandor100,000.00500.0042,420.00PT.6.21M3Pek. Galian Tanah Biasa51,250.00PT.6.2M30.7500hariPekerja65,000.0048,750.000.0250hariMandor100,000.002,500.0051,250.00PT.6.31M3Pek. Galian Tanah Biasa Sedalam 2 M'63,000.00PT.6.3M30.9000hariPekerja65,000.0058,500.000.0450hariMandor100,000.004,500.0063,000.00PT.6.41M3Pek. Galian Tanah Biasa Sedalam 3 M'55,075.00PT.6.4M30.7350hariPekerja65,000.0047,775.000.0730hariMandor100,000.007,300.0055,075.00PT.6.51M3Pek. Galian Tanah Keras Sedalam 1 M'46,825.00PT.6.5M30.6250hariPekerja65,000.0040,625.000.0620hariMandor100,000.006,200.0046,825.00PT.6.61M3Pek. Galian Tanah Lumpur Sedalam 1 M'93,750.00PT.6.6M31.2500hariPekerja65,000.0081,250.000.1250hariMandor100,000.0012,500.0093,750.00PT.6.71M3Pek. Galian Tanah Lumpur Sedalam 1 M'93,750.00PT.6.7M31.2500hariPekerja65,000.0081,250.000.1250hariMandor100,000.0012,500.0093,750.00PT.6.81M2Pek. Striping Tinggi 1 M'3,750.00PT.6.8M20.0500hariPekerja65,000.003,250.000.0050hariMandor100,000.00500.003,750.00PT.6.91M3Pek. Pembuangan Tanah dgn Jarak Kurang Dari 250 M'41,040.00PT.6.9M30.5160hariPekerja65,000.0033,540.000.0500hariMandor100,000.005,000.001.0000SetAlat Bantu2,500.002,500.0041,040.00PT.6.101M3Pek. Urugan Tanah Kembali14,380.00PT.6.10M30.1920hariPekerja65,000.0012,480.000.0190hariMandor100,000.001,900.0014,380.00PT.6.111M3Pek. Timbunan Tanah Merah Dipadatkan133,600.00PT.6.11M31.2000m3Tanah Urug78,000.0093,600.000.5000hariPekerja65,000.0032,500.000.0500hariMandor100,000.005,000.001.0000SetAlat Bantu2,500.002,500.00133,600.00PT.6.121M3Pek. Timbunan Sirtu Dipadatkan176,500.00PT.6.12M31.2000m3Sirtu110,000.00132,000.000.2500hariTukang Batu75,000.0018,750.000.3500hariPekerja65,000.0022,750.000.0050hariMandor100,000.00500.001.0000setAlat Bantu2,500.002,500.00176,500.00PT.6.131M3Pek. Urugan Pasir122,500.00PT.6.13M31.2000m3Pasir urug85,000.00102,000.000.3000hariPekerja65,000.0019,500.000.0100hariMandor100,000.001,000.00122,500.00Ppon.6.141M3Pek. Pasangan Batu Kosong/Anstamping268,470.00Ppon.6.14M31.2000m3Batu Kali120,000.00144,000.000.4320m3Pasir urug85,000.0036,720.000.3900hariTukang Batu5775075,000.0029,250.000.0390hariKepala Tukang100,000.003,900.000.7800hariPekerja65,000.0050,700.000.0390hariMandor100,000.003,900.00268,470.00Ppon.6.61M3Pek. Pasangan Pondasi Batu Kali 1 : 3621,325.00Ppon.6.6M31.1000m3Batu Kali120,000.00132,000.00202.0000kgSemen Type I @ 50 Kg1,350.00272,700.000.4850m3Pasir Pasang125,000.0060,625.000.6000hariTukang Batu75,000.0045,000.000.0600hariKepala Tukang100,000.006,000.001.5000hariPekerja65,000.0097,500.000.0750hariMandor100,000.007,500.00621,325.00Ppon.6.51M3Pek. Pasangan Pondasi Batu Kali 1 : 4597,800.00Ppon.6.5M31.2000m3Batu Kali120,000.00144,000.00163.0000kgSemen Type I @ 50 Kg1,350.00220,050.000.5200m3Pasir Pasang125,000.0065,000.000.7500hariTukang Batu75,000.0056,250.000.0750hariKepala Tukang100,000.007,500.001.5000hariPekerja65,000.0097,500.000.0750hariMandor100,000.007,500.00597,800.00PD.6.41M2Pek. Pasangan Batu Bata 1 : 4106,400.00PD.6.4M270.0000bhBatu Bata800.0056,000.0011.5000kgSemen Type I @ 50 Kg1,350.0015,525.000.0430m3Pasir Pasang125,000.005,375.000.1000hariTukang Batu75,000.007,500.000.0100hariKepala Tukang100,000.001,000.000.3000hariPekerja65,000.0019,500.000.0150hariMandor100,000.001,500.00Utk 1 m2 :106,400.00PD.6.91M2Pek. Pasangan Batu Bata 1 : 2113,132.50PD.6.9M265.0000bhBatu Bata800.0052,000.0018.9500kgSemen Type I @ 50 Kg1,350.0025,582.500.0380m3Pasir Pasang125,000.004,750.000.1000hariTukang Batu75,000.007,500.0064.940.0100hariKepala Tukang100,000.001,000.000.3200hariPekerja65,000.0020,800.000.0150hariMandor100,000.001,500.00Utk 1 m2 :113,132.50PPL.6.21M2Pek. Plasteran 1 : 240,377.00PPL.6.2M28.5200kgSemen Type I @ 50 Kg1,350.0011,502.000.0170m3Pasir Pasang125,000.002,125.000.1500hariTukang Batu75,000.0011,250.000.0150hariKepala Tukang100,000.001,500.000.2000hariPekerja65,000.0013,000.000.0100hariMandor100,000.001,000.0040,377.00PPL.6.41M2Pek. Plasteran 1 : 445,174.00PPL.6.4M26.2400kgSemen Type I @ 50 Kg1,350.008,424.000.0240m3Pasir Pasang125,000.003,000.000.1500hariTukang Batu75,000.0011,250.000.0150hariKepala Tukang100,000.001,500.000.3000hariPekerja65,000.0019,500.000.0150hariMandor100,000.001,500.0045,174.00PB.6.11M3Pek. Beton Tumbuk 1 : 3 : 5 (Koral)613,250.00PB.6.1M30.8700m3Koral Beton135,000.00117,450.00218.0000kgSemen Type I @ 50 Kg1,350.00294,300.000.5200m3Pasir Beton125,000.0065,000.000.2500hariTukang batu75,000.0018,750.000.0250hariKepala Tukang100,000.002,500.001.6500hariPekerja65,000.00107,250.000.0800hariMandor100,000.008,000.00613,250.00PB.6.1.a1M3Pek. Beton Tumbuk 1 : 3 : 5 (Batu Pecah)813,350.00PB.6.1.aM30.8700m3Batu Pecah365,000.00317,550.00218.0000kgSemen Type I @ 50 Kg1,350.00294,300.000.5200m3Pasir Beton125,000.0065,000.000.2500hariTukang batu75,000.0018,750.000.0250hariKepala Tukang100,000.002,500.001.6500hariPekerja65,000.00107,250.000.0800hariMandor100,000.008,000.00813,350.00BT.6.131M3Pek. Beton 1 : 2 : 31,150,200.00BT.6.13M30.8100m3Koral Beton135,000.00109,350.00336.0000kgSemen Type I @ 50 Kg1,350.00453,600.000.5400m3Pasir Beton125,000.0067,500.000.3500hariTukang batu75,000.0026,250.000.0350hariKepala Tukang100,000.003,500.006.0000hariPekerja65,000.00390,000.001.0000hariMandor100,000.00100,000.001,150,200.00BT.6.251KgPek. Pembesian15,527.50BT.6.25Kg1.0500kgBesi Beton KS13,500.0014,175.000.0150kgKawat Beton (Bendrat)17,500.00262.500.0070hariTukang Besi75,000.00525.000.0007hariKepala Tukang100,000.0070.000.0070hariPekerja65,000.00455.000.0004hariMandor100,000.0040.0015,527.50BT.6.29.11M2Pek. Pasang Bekisting Sloof120,550.00BT.6.29.1M20.0400M3Kayu Kelas IV1,400,000.0056,000.000.3000kgPaku Kasar16,000.004,800.000.1000LtrMinyak Bekisting12,500.001,250.000.2600hariTukang Kayu75,000.0019,500.000.0260hariKepala Tukang100,000.002,600.000.5200hariPekerja65,000.0033,800.000.0260hariMandor100,000.002,600.00120,550.00BT.6.30.11M2Pek. Pasang Bekisting Kolom110,630.00BT.6.30.1M20.0400M3Kayu Kelas IV1,400,000.0056,000.000.4000kgPaku Kasar16,000.006,400.000.2000LtrMinyak Bekisting12,500.002,500.000.3500LbrPlywood 9 mm0.02.0000BtgKayu Dolken7,500.0015,000.000.3300hariTukang Kayu75,000.0024,750.000.0330hariKepala Tukang100,000.003,300.000.0320hariPekerja65,000.002,080.000.0060hariMandor100,000.00600.00110,630.00BT.6.31.11M2Pek. Pasang Bekisting Balok188,330.00BT.6.31.1M20.0580M3Kayu Kelas IV1,400,000.0081,200.000.4000kgPaku Kasar16,000.006,400.000.2000LtrMinyak Bekisting12,500.002,500.000.3500LbrPlywood 9 mm150,000.0052,500.002.0000BtgKayu Dolken7,500.0015,000.000.3300hariTukang Kayu75,000.0024,750.000.0330hariKepala Tukang100,000.003,300.000.0320hariPekerja65,000.002,080.000.0060hariMandor100,000.00600.00188,330.00BT.6.34.11M2Pek. Pasang Bekisting Tangga169,505.00BT.6.34.1M20.0450M3Kayu Kelas IV1,400,000.0063,000.000.4000kgPaku Kasar16,000.006,400.000.1500LtrMinyak Bekisting12,500.001,875.000.3500LbrPlywood 9 mm150,000.0052,500.002.0000BtgKayu Dolken7,500.0015,000.000.3300hariTukang Kayu75,000.0024,750.000.0330hariKepala Tukang100,000.003,300.000.0320hariPekerja65,000.002,080.000.0060hariMandor100,000.00600.00169,505.00BTN.6.40.a1M3Pek. Sloof 13/15 (Beton 1 : 2 : 3)6,431,893.79BTN.6.40.aM3BegistingPembesianBetonisasiBREAK DOWN BIAYA PEMBUATAN SUMUR GALI22.0513m2BT.6.29.1 (Begisting Sloof)120,550.002,658,282.050.136.6751.2851.28168.9526kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.502,623,411.740.1515.38341.88205.13Galian1.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.0051.28191.45205.13Kategori GalianHarga Galian Biasa AnalisaTingkat kesulitanVolume Per 1 M'Harga Galian6,431,893.7922.0542.49126.46168.951.00BTN.6.40.b1M3Pek. Sloof 15/20 (Beton 1 : 2 : 3)5,172,715.24BTN.6.40.bM3BegistingPembesianBetonisasi1234518.3333m2BT.6.29.1 (Begisting Sloof)120,550.002,210,083.330.155.0033.3333.33(0.35% Thd Tiap Kategori)(3.14x0.5x0.5x1)(2x3x4)116.7240kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.501,812,431.910.2013.33222.22133.330.01.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.0033.33155.56133.330.0Galian 0-1 m51,250.001.000.7940,231.255,172,715.2418.3334.5282.20116.721.000.0Galian 1-2 m51,250.001.350.7954,312.19BTN.6.40.c1M3Pek. Sloof 15/25 (Beton 1 : 2 : 3)6,091,973.60BTN.6.40.cM3BegistingPembesianBetonisasiGalian 2-3 m51,250.001.820.7973,321.4517.3333m2BT.6.29.1 (Begisting Sloof)120,550.002,089,533.330.154.0026.6726.6726.67Galian 3-4 m51,250.002.460.7998,983.96183.6896kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.502,852,240.260.2513.33177.78106.6753.33Galian 4-5 m51,250.003.320.79133,628.351.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.0026.67142.22106.6753.33Galian 5-6 m51,250.004.480.79180,398.276,091,973.6017.3356.1294.6932.88183.691.00Galian 6-7 m51,250.006.050.79243,537.66BTN.6.40.d1M3Pek. Sloof 20/25 (Beton 1 : 2 : 3)5,058,767.27BTN.6.40.dM3BegistingPembesianBetonisasiGalian 7-8 m51,250.008.170.79328,775.8514.0000m2BT.6.29.1 (Begisting Sloof)120,550.001,687,700.000.204.0020.0020.0020.00Galian 8-9 m51,250.0011.030.79443,847.39143.0280kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.502,220,867.270.2510.00133.3380.0040.00Galian 9-10 m51,250.0014.890.79599,193.981.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.0020.00120.0080.0040.00Galian 10-11 m51,250.0020.110.79808,911.885,058,767.2714.0047.3571.0224.66143.031.00Galian 11-12 m51,250.0027.140.791,092,031.03BTN.6.40.e1M3Pek. Sloof 20/30 (Beton 1 : 2 : 3)4,816,728.27BTN.6.40.eM3BegistingPembesianBetonisasiGalian 12-13 m51,250.0036.640.791,474,241.8913.3333m2BT.6.29.1 (Begisting Sloof)120,550.001,607,333.330.203.3316.6716.6716.67Galian 13-14 m51,250.0049.470.791,990,226.56132.6160kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.502,059,194.940.3010.00111.1166.6733.33Galian 14-15 m51,250.0066.780.791.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.0016.67111.1166.6733.334,816,728.2713.3343.8459.1829.59132.621.00Jumlah7,561,641.72BTN.6.40.f1M3Pek. Sloof 25/30 (Beton 1 : 2 : 3)4,739,002.42BTN.6.40.fM3BegistingPembesianBetonisasi11.3333m2BT.6.29.1 (Begisting Sloof)120,550.001,366,233.330.253.3313.3313.3313.33Cincin143.1376kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.502,222,569.080.308.0088.8953.3340.001.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.0013.3397.7853.3340.00Gorong Gorong Dia 1.20 m (Untuk Cincin)1.00420,000.00420,000.004,739,002.4211.3360.2847.3535.51143.141.00BTN.6.40.g1M3Pek. Sloof 25/35 (Beton 1 : 2 : 3)4,927,145.10BTN.6.40.gM3BegistingPembesianBetonisasi10.8571m2BT.6.29.1 (Begisting Sloof)120,550.001,308,828.570.252.8611.4311.4311.43158.9513kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.502,468,116.530.358.0076.1945.7134.29Jumlah Biaya Sumur Gali7,981,641.721.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.0011.4391.4345.7134.294,927,145.1010.8656.3772.1530.44158.951.00BTN.6.40.h1M3Pek. Sloof 25/40 (Beton 1 : 2 : 3)4,777,241.93BTN.6.40.hM3BegistingPembesianBetonisasi10.5000m2BT.6.29.1 (Begisting Sloof)120,550.001,265,775.000.252.5010.0010.0010.00Dibulatkan7,981,000.00152.0700kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.502,361,266.930.408.0066.6740.0040.001.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.0010.0086.6740.0040.004,777,241.9310.5053.4363.1335.51152.071.00BTN.6.40.i1M3Pek. Sloof 30/40 (Beton 1 : 2 : 3)4,837,744.41BTN.6.40.iM3BegistingPembesianBetonisasi9.1667m2BT.6.29.1 (Begisting Sloof)120,550.001,105,041.670.302.508.338.338.33166.3180kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.502,582,502.750.406.6755.5633.3341.671.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.008.3377.7833.3341.674,837,744.419.1747.9552.6165.76166.321.00BTN.6.40.j1M3Pek. Sloof 30/45 (Beton 1 : 2 : 3)4,564,586.16BTN.6.40.jM3BegistingPembesianBetonisasi8.8889m2BT.6.29.1 (Begisting Sloof)120,550.001,071,555.560.302.227.417.417.41150.8827kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.502,342,830.610.456.6749.3829.6337.041.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.007.4174.0729.6337.044,564,586.168.8945.6746.7658.45150.881.00BTN.6.40.k1M3Pek. Sloof 30/50 (Beton 1 : 2 : 3)4,614,095.27BTN.6.40.kM3BegistingPembesianBetonisasi8.6667m2BT.6.29.1 (Begisting Sloof)120,550.001,044,766.670.302.006.676.676.67155.7964kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.502,419,128.600.506.6744.4426.6733.331.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.006.6771.1126.6733.334,614,095.278.6743.8459.3552.61155.801.00BTN.6.40.L1M3Pek. Sloof 35/50 (Beton 1 : 2 : 3)4,913,614.53BTN.6.40.LM3BegistingPembesianBetonisasi8.6667m2BT.6.29.1 (Begisting Sloof)120,550.001,044,766.670.302.006.676.676.67175.0860kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.502,718,647.870.506.6744.4426.6733.331.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.006.6771.1126.6733.334,913,614.538.6763.1359.3552.61175.091.00BTN.6.40.m1M3Pek. Sloof 35/60 (Beton 1 : 2 : 3)4,113,147.94BTN.6.40.mM3BegistingPembesianBetonisasi7.3810m2BT.6.29.1 (Begisting Sloof)120,550.00889,773.810.351.674.764.764.76133.5163kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.502,073,174.130.605.7131.7519.0523.811.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.004.7660.3219.0523.814,113,147.947.3853.5542.3937.58133.521.00BTN.6.40.n1M3Pek. Sloof 40/60 (Beton 1 : 2 : 3)3,806,184.84BTN.6.40.nM3BegistingPembesianBetonisasi6.6667m2BT.6.29.1 (Begisting Sloof)120,550.00803,666.670.401.674.174.174.17119.2928kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.501,852,318.180.605.0027.7816.6720.831.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.004.1755.5616.6720.833,806,184.846.6749.3237.0932.88119.291.00BTN.6.40.o1M3Pek. Sloof 45/60 (Beton 1 : 2 : 3)3,753,571.68BTN.6.40.oM3BegistingPembesianBetonisasi6.1111m2BT.6.29.1 (Begisting Sloof)120,550.00736,694.440.451.673.703.703.70120.2175kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.501,866,677.230.604.4424.6914.8118.521.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.003.7051.8514.8118.523,753,571.686.1146.0332.9741.21120.221.00BTN.6.40.p1M3Pek. Sloof 50/60 (Beton 1 : 2 : 3)3,659,150.36BTN.6.40.pM3BegistingPembesianBetonisasi5.6667m2BT.6.29.1 (Begisting Sloof)120,550.00683,116.670.501.673.333.333.33117.5871kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.501,825,833.700.604.0022.2213.3320.001.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.003.3348.8913.3320.003,659,150.365.6743.4029.6744.51117.591.00BTN.6.41.a1M3Pek. Kolom 11/11 (Beton 1 : 2 : 3)8,033,844.36BTN.6.41.aM3BegistingPembesianBetonisasi36.3636m2BT.6.30.1 (Begisting Kolom)110,630.004,022,909.090.1118.1882.6482.64184.2367kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.502,860,735.270.1118.18550.96330.581.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.0082.64242.42330.588,033,844.3636.3653.80130.43184.241.00BTN.6.41.b1M3Pek. Kolom 13/13 (Beton 1 : 2 : 3)7,425,849.29BTN.6.41.bM3BegistingPembesianBetonisasi30.7692m2BT.6.30.1 (Begisting Kolom)110,630.003,404,000.000.1315.3859.1759.17184.9396kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.502,871,649.290.1315.38338.12236.691.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.0059.17175.82236.697,425,849.2930.7739.02145.92184.941.00BTN.6.41.c1M3Pek. Kolom 15/20 (Beton 1 : 2 : 3)6,182,178.83BTN.6.41.cM3BegistingPembesianBetonisasi23.3333m2BT.6.30.1 (Begisting Kolom)110,630.002,581,366.670.1510.0033.3333.33157.8240kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.502,450,612.160.2013.33222.22200.001.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.0033.33155.56200.006,182,178.8323.3334.52123.30157.821.00BTN.6.41.d1M3Pek. Kolom 20/20 (Beton 1 : 2 : 3)5,558,140.06BTN.6.41.dM3BegistingPembesianBetonisasi20.0000m2BT.6.30.1 (Begisting Kolom)110,630.002,212,600.000.2010.0025.0025.00141.3840kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.502,195,340.060.2010.00166.67100.001.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.0025.00133.33100.005,558,140.0620.0052.6188.78141.381.00BTN.6.41.e1M3Pek. Kolom 13/26 (Beton 1 : 2 : 3)6,041,757.97BTN.6.41.eM3BegistingPembesianBetonisasi23.3846m2BT.6.30.1 (Begisting Kolom)110,630.002,587,040.000.138.0030.7730.77148.4153kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.502,304,517.970.2515.38205.13184.621.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.0030.77155.90184.626,041,757.9723.3834.60113.82148.421.00BTN.6.41.f1M3Pek. Kolom 13/52 (Beton 1 : 2 : 3)6,102,308.44BTN.6.41.fM3BegistingPembesianBetonisasi19.2308m2BT.6.30.1 (Begisting Kolom)110,630.002,127,500.000.133.8514.7914.79181.9101kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.502,824,608.440.5215.3898.62147.931.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.0014.79128.21147.936,102,308.4419.2350.58131.33181.911.00BTN.6.41.g1M3Pek. Kolom 30/40 (Beton 1 : 2 : 3)3,695,971.16BTN.6.41.gM3BegistingPembesianBetonisasi11.6667m2BT.6.30.1 (Begisting Kolom)110,630.001,290,683.330.305.008.338.338.3380.8300kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.501,255,087.830.406.6755.5633.3333.331.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.008.3377.7833.3333.333,695,971.1611.6730.6929.5920.5580.831.00BTN.6.41.h1M3Pek. Kolom 30/45 (Beton 1 : 2 : 3)4,018,836.38BTN.6.41.hM3BegistingPembesianBetonisasi11.1111m2BT.6.30.1 (Begisting Kolom)110,630.001,229,222.220.304.447.417.417.41105.5813kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.501,639,414.150.456.6749.3829.6314.811.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.007.4174.0729.6314.814,018,836.3811.1145.6746.7613.15105.581.00BTN.6.41.i1M3Pek. Kolom 40/40 (Beton 1 : 2 : 3)3,851,950.63BTN.6.41.iM3BegistingPembesianBetonisasi10.0000m2BT.6.30.1 (Begisting Kolom)110,630.001,106,300.000.405.006.256.256.25102.7500kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.501,595,450.630.405.0041.6725.0025.001.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.006.2566.6725.0025.003,851,950.6310.0041.1039.4622.19102.751.00BTN.6.41.j1M3Pek. Kolom 40/50 (Beton 1 : 2 : 3)3,656,442.65BTN.6.41.jM3BegistingPembesianBetonisasi9.0000m2BT.6.30.1 (Begisting Kolom)110,630.00995,670.000.404.005.005.005.0097.2837kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.501,510,572.650.505.0033.3320.0010.001.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.005.0060.0020.0010.003,656,442.659.0036.9944.5115.7897.281.00BTN.6.41.k1M3Pek. Kolom 50/50 (Beton 1 : 2 : 3)3,490,801.51BTN.6.41.kM3BegistingPembesianBetonisasi8.0000m2BT.6.30.1 (Begisting Kolom)110,630.00885,040.000.504.004.004.004.0093.7409kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.501,455,561.510.504.0026.6716.0016.001.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.004.0053.3316.0016.003,490,801.518.0032.8835.6125.2593.741.00BTN.6.41.L1M3Pek. Kolom 50/60 (Beton 1 : 2 : 3)3,380,374.09BTN.6.41.LM3BegistingPembesianBetonisasi7.3333m2BT.6.30.1 (Begisting Kolom)110,630.00811,286.670.503.333.333.333.3391.3790kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.501,418,887.420.604.0022.2213.3320.001.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.003.3348.8913.3320.003,380,374.097.3330.1429.6731.5691.381.00BTN.6.41.m1M3Pek. Kolom 60/60 (Beton 1 : 2 : 3)3,241,739.10BTN.6.41.mM3BegistingPembesianBetonisasi6.6667m2BT.6.30.1 (Begisting Kolom)110,630.00737,533.330.603.332.782.782.7887.2005kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.501,354,005.760.603.3318.5211.1122.221.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.002.7844.4411.1122.223,241,739.106.6727.4024.7335.0787.201.00BTN.6.42.a1M3Pek. Ring Balok 13/15 (Beton 1 : 2 : 3)9,104,441.82BTN.6.42.aM3BegistingPembesianBetonisasi28.7179m2BT.6.31.1 (Begisting Balok)188,330.005,408,451.280.1313.3351.2851.28163.9537kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.502,545,790.540.1515.38301.66205.131.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.0051.28168.93205.139,104,441.8228.7237.49126.46163.951.00BTN.6.42.b1M3Pek. Balok 13/25 (Beton 1 : 2 : 3)7,269,653.13BTN.6.42.bM3BegistingPembesianBetonisasi23.3846m2BT.6.31.1 (Begisting Balok)188,330.004,404,024.620.138.0030.7730.77110.4768kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.501,715,428.510.2515.38205.13123.081.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.0030.77155.90123.087,269,653.1323.3834.6075.88110.481.00BTN.6.42.c1M3Pek. Balok 15/25 (Beton 1 : 2 : 3)7,385,127.19BTN.6.42.cM3BegistingPembesianBetonisasi21.3333m2BT.6.31.1 (Begisting Balok)188,330.004,017,706.670.158.0026.6726.67142.7931kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.502,217,220.530.2513.33152.38106.671.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.0026.67121.90106.677,385,127.1921.3348.1094.69142.791.00BTN.6.42.d1M3Pek. Balok 15/30 (Beton 1 : 2 : 3)6,958,976.80BTN.6.42.dM3BegistingPembesianBetonisasi20.0000m2BT.6.31.1 (Begisting Balok)188,330.003,766,600.000.156.6722.2222.22131.5200kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.502,042,176.800.3013.33148.1588.891.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.0022.22133.3388.896,958,976.8020.0052.6178.91131.521.00BTN.6.42.e1M3Pek. Balok 20/30 (Beton 1 : 2 : 3)6,367,373.68BTN.6.42.eM3BegistingPembesianBetonisasi16.6667m2BT.6.31.1 (Begisting Balok)188,330.003,138,833.330.206.6716.6716.6716.67133.8490kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.502,078,340.350.3010.00111.1166.6750.001.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.0016.67111.1166.6750.006,367,373.6816.6743.8459.1830.83133.851.00BTN.6.42.f1M3Pek. Balok 20/35 (Beton 1 : 2 : 3)6,086,206.83BTN.6.42.fM3BegistingPembesianBetonisasi15.7143m2BT.6.31.1 (Begisting Balok)188,330.002,959,471.430.205.7114.2914.2914.29127.2926kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.501,976,535.400.3510.0095.2457.1457.141.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.0014.29104.7657.1457.146,086,206.8315.7141.3350.7335.23127.291.00BTN.6.42.g1M3Pek. Balok 25/35 (Beton 1 : 2 : 3)5,886,049.25BTN.6.42.gM3BegistingPembesianBetonisasi13.7143m2BT.6.31.1 (Begisting Balok)188,330.002,582,811.430.255.7111.4311.4311.43138.6597kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.502,153,037.830.358.0076.1945.7134.291.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.0011.4391.4345.7134.295,886,049.2513.7136.0772.1530.44138.661.00BTN.6.42.h1M3Pek. Balok 25/40 (Beton 1 : 2 : 3)5,523,241.63BTN.6.42.hM3BegistingPembesianBetonisasi13.0000m2BT.6.31.1 (Begisting Balok)188,330.002,448,290.000.255.0010.0010.0010.00123.9576kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.501,924,751.630.408.0066.6740.0030.001.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.0010.0086.6740.0030.005,523,241.6313.0034.2063.1326.63123.961.00BTN.6.42.i1M3Pek. Balok 30/40 (Beton 1 : 2 : 3)5,100,251.75BTN.6.42.iM3BegistingPembesianBetonisasi11.6667m2BT.6.31.1 (Begisting Balok)188,330.002,197,183.330.305.008.338.338.33112.8880kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.501,752,868.420.406.6755.5633.3333.331.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.008.3377.7833.3333.335,100,251.7511.6730.6952.6129.59112.891.00BTN.6.42.j1M3Pek. Balok 30/45 (Beton 1 : 2 : 3)4,729,006.45BTN.6.42.jM3BegistingPembesianBetonisasi11.1111m2BT.6.31.1 (Begisting Balok)188,330.002,092,555.560.304.447.417.417.4195.7173kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.501,486,250.890.456.6749.3829.6322.221.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.007.4174.0729.6322.224,729,006.4511.1129.2346.7619.7395.721.00BTN.6.42.k1M3Pek. Balok 30/50 (Beton 1 : 2 : 3)4,983,397.94BTN.6.42.kM3BegistingPembesianBetonisasi10.6667m2BT.6.31.1 (Begisting Balok)188,330.002,008,853.330.304.006.676.676.67117.4912kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.501,824,344.610.506.6744.4426.6720.001.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.006.6771.1126.6720.004,983,397.9410.6743.8442.0931.56117.491.00BTN.6.42.L1M3Pek. Balok 35/50 (Beton 1 : 2 : 3)4,859,952.78BTN.6.42.LM3BegistingPembesianBetonisasi9.7143m2BT.6.31.1 (Begisting Balok)188,330.001,829,491.430.354.005.715.715.71121.0923kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.501,880,261.350.505.7138.1022.8628.571.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.005.7164.7622.8628.574,859,952.789.7139.9336.0745.09121.091.00BTN.6.42.m1M3Pek. Balok 35/60 (Beton 1 : 2 : 3)4,598,497.45BTN.6.42.mM3BegistingPembesianBetonisasi9.0476m2BT.6.31.1 (Begisting Balok)188,330.001,703,938.100.353.334.764.764.76112.3400kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.501,744,359.350.605.7131.7519.0528.571.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.004.7660.3219.0528.574,598,497.459.0537.1930.0645.09112.341.00BTN.6.42.n1M3Pek. Balok 40/70 (Beton 1 : 2 : 3)4,150,172.24BTN.6.42.nM3BegistingPembesianBetonisasi7.8571m2BT.6.31.1 (Begisting Balok)188,330.001,479,735.710.402.863.573.573.5797.9061kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.501,520,236.520.705.0023.8114.2921.431.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.003.5752.3814.2921.434,150,172.247.8632.2931.7933.8297.911.00BTN.6.42.o1M3Pek. Balok 40/80 (Beton 1 : 2 : 3)4,072,170.72BTN.6.42.oM3BegistingPembesianBetonisasi7.5000m2BT.6.31.1 (Begisting Balok)188,330.001,412,475.000.402.503.133.133.1397.2143kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.501,509,495.720.805.0020.8318.7515.631.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.003.1350.0018.7515.634,072,170.727.5030.8341.7324.6697.211.00BTN.6.42.p1M3Pek. Balok 45/80 (Beton 1 : 2 : 3)4,012,547.95BTN.6.42.pM3BegistingPembesianBetonisasi6.9444m2BT.6.31.1 (Begisting Balok)188,330.001,307,847.220.452.502.782.782.78100.1128kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.501,554,500.730.804.4418.5216.6713.891.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.002.7846.3016.6713.894,012,547.956.9441.1037.0921.92100.111.00BTN.6.42.q1M3Pek. Balok 50/90 (Beton 1 : 2 : 3)3,681,355.04BTN.6.42.qM3BegistingPembesianBetonisasi6.2222m2BT.6.31.1 (Begisting Balok)188,330.001,171,831.110.502.222.222.222.2287.5430kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.501,359,323.930.904.0014.8113.3313.331.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.002.2241.4813.3313.333,681,355.046.2236.8329.6721.0487.541.00PD.BTN.11M3Pek. Pond. Plat Setempat 70X70 M' (Beton 1 : 2 : 3)3,930,701.24PD.BTN.1M3BegistingPembesianBetonisasi8.8000m2BT.6.31.1 (Begisting Balok)188,330.001,657,304.000.708.000.2072.3360kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.501,123,197.240.252.8645.7129.000.551.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.005.7191.4358.000.033,930,701.2410.8656.3735.7692.120.234.401.00PD.BTN.1.a1M3Pek. Pond. Plat Setempat 80X80 M' (Beton 1 : 2 : 3)3,930,701.24PD.BTN.1.aM3BegistingPembesianBetonisasi8.8000m2BT.6.31.1 (Begisting Balok)188,330.001,657,304.000.808.000.2072.3360kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.501,123,197.240.252.5043.3329.330.551.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.005.0086.6758.670.033,930,701.2410.5034.2036.1770.360.234.401.00PD.BTN.1.b1M3Pek. Pond. Plat Setempat 100X100 M' (Beton 1 : 2 : 3)3,930,701.24PD.BTN.1.bM3BegistingPembesianBetonisasi8.8000m2BT.6.31.1 (Begisting Balok)188,330.001,657,304.001.008.000.2072.3360kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.501,123,197.240.252.0040.0030.000.551.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.004.0080.0060.000.033,930,701.2410.0071.0253.27124.290.234.401.00PD.BTN.1.c1M3Pek. Pond. Plat Setempat 120X120 M' (Beton 1 : 2 : 3)3,930,701.24PD.BTN.1.cM3BegistingPembesianBetonisasi8.8000m2BT.6.31.1 (Begisting Balok)188,330.001,657,304.001.208.000.2072.3360kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.501,123,197.240.251.6737.7830.670.551.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.003.3375.5661.330.033,930,701.249.6767.0854.45121.520.234.401.00PD.BTN.1.d1M3Pek. Pond. Plat Setempat 140X140 M' (Beton 1 : 2 : 3)3,930,701.24PD.BTN.1.dM3BegistingPembesianBetonisasi8.8000m2BT.6.31.1 (Begisting Balok)188,330.001,657,304.001.408.000.2072.3360kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.501,123,197.240.251.4336.1931.330.551.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.002.8672.3862.670.033,930,701.249.43114.2398.90213.140.234.401.00PD.BTN.1.e1M3Pek. Pond. Plat Setempat 150X150 M' (Beton 1 : 2 : 3)3,930,701.24PD.BTN.1.eM3BegistingPembesianBetonisasi8.8000m2BT.6.31.1 (Begisting Balok)188,330.001,657,304.001.508.000.2072.3360kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.501,123,197.240.251.3335.5631.670.551.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.002.6771.1163.330.033,930,701.249.33112.2399.96212.190.234.401.00PD.BTN.1.f1M3Pek. Pond. Plat Setempat 180X180 M' (Beton 1 : 2 : 3)3,930,701.24PD.BTN.1.fM3BegistingPembesianBetonisasi8.8000m2BT.6.31.1 (Begisting Balok)188,330.001,657,304.001.806.670.2072.3360kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.501,123,197.240.301.1129.6329.420.551.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.001.8559.2658.840.033,930,701.247.7893.5392.87186.400.234.401.00PD.BTN.1.g1M3Pek. Pond. Plat Setempat 200X200 M' (Beton 1 : 2 : 3)3,930,701.24PD.BTN.1.gM3BegistingPembesianBetonisasi8.8000m2BT.6.31.1 (Begisting Balok)188,330.001,657,304.002.006.670.2072.3360kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.501,123,197.240.301.0028.8930.220.551.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.001.6757.7860.440.033,930,701.247.6791.1995.40186.580.234.401.00PD.BTN.21M3Pek. Plat Beton t : 7 Cm (Plat Luivel)3,300,368.93PD.BTN.2M3BegistingPembesianBetonisasi4.0000m2BT.6.31.1 (Begisting Balok)188,330.00753,320.001.004.0010.0089.9597kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.501,396,848.930.07108.570.551.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.0014.29217.140.033,300,368.934.0085.6889.9610.030.101.00PD.BTN.2.a1M3Pek. Plat Beton t : 8 Cm (Meja Beton)3,792,268.51PD.BTN.2.aM3BegistingPembesianBetonisasi5.0000m2BT.6.31.1 (Begisting Balok)188,330.00941,650.001.004.0010.00109.5101kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.501,700,418.510.081.0096.6784.400.551.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.0012.50193.33168.800.033,792,268.515.0042.9166.60109.5110.030.101.00PD.BTN.2.b1M3Pek. Plat Beton t : 9 Cm3,130,296.90PD.BTN.2.bM3BegistingPembesianBetonisasi5.0000m2BT.6.31.1 (Begisting Balok)188,330.00941,650.001.004.0010.0066.8779kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.501,038,446.900.101.0060.0051.000.551.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.0010.00120.00102.000.033,130,296.905.0026.6340.2566.8810.030.101.00PD.BTN.2.c1M3Pek. Plat Beton t : 12 Cm4,111,086.35PD.BTN.2.cM3BegistingPembesianBetonisasi5.0000m2BT.6.31.1 (Begisting Balok)188,330.00941,650.001.004.0010.00130.0426kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.502,019,236.350.121.0068.8957.160.551.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.008.33137.78114.310.034,111,086.355.0084.9445.10130.0410.030.101.00PD.BTN.2.d1M3Pek. Plat Beton t : 15 Cm4,080,249.48PD.BTN.2.dM3BegistingPembesianBetonisasi5.0000m2BT.6.31.1 (Begisting Balok)188,330.00941,650.001.004.0010.00128.0566kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.501,988,399.480.151.0057.7846.440.551.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.006.67115.5692.890.034,080,249.485.0045.5982.46128.0610.030.101.00PD.BTN.2.e1M3Pek. Plat Beton t : 20 Cm3,977,800.27PD.BTN.2.eM3BegistingPembesianBetonisasi5.0000m2BT.6.31.1 (Begisting Balok)188,330.00941,650.001.004.0010.00121.4587kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.501,885,950.270.201.0046.6736.000.551.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.005.0093.3372.000.033,977,800.275.0057.5463.92121.4610.030.101.00PD.BTN.2.f1M3Pek. Plat Beton t : 25 Cm3,768,987.70PD.BTN.2.fM3BegistingPembesianBetonisasi5.0000m2BT.6.31.1 (Begisting Balok)188,330.00941,650.001.004.0010.00108.0108kgBT.6.25 (Pembesian Besi Polos/Ulir)15,527.501,677,137.700.251.0040.0030.000.551.0000m3BT.6.13 (Beton 1 : 2 :3)1,150,200.001,150,200.004.0080.0060.000.033,768,987.705.0071.0236.99108.0110.030.101.00PPLD.6.421M2Pek. Pasangan Lantai Keramik 40/40 Cm (motif)159,650.00PPLD.6.42M26.2500bhKeramik 40 X 40 (Polos)10,400.0065,000.0010.0000kgSemen Type I @ 50 Kg1,350.0013,500.000.0420m3Pasir Pasang125,000.005,250.001.5000kgSemen Warna1,900.002,850.000.3500hariTukang Batu75,000.0026,250.000.0350hariKepala Tukang100,000.003,500.000.6200hariPekerja65,000.0040,300.000.0300hariMandor100,000.003,000.00159,650.00PPLD.6.431M2Pek. Pasangan Lantai Keramik 30/30 Cm150,205.56PPLD.6.43M211.1111bhKeramik 30 X 30 (Polos)5,000.0055,555.5610.0000kgSemen Type I @ 50 Kg1,350.0013,500.000.0420m3Pasir Pasang125,000.005,250.001.5000kgSemen Warna1,900.002,850.000.3500hariTukang Batu75,000.0026,250.000.0350hariKepala Tukang100,000.003,500.000.6200hariPekerja65,000.0040,300.000.0300hariMandor100,000.003,000.00150,205.56PPLD.6.441M2Pek. Pasangan Lantai Keramik 20/20 Cm182,150.00PPLD.6.44M225.0000bhKeramik 20 X 203,500.0087,500.0010.0000kgSemen Type I @ 50 Kg1,350.0013,500.000.0420m3Pasir Pasang125,000.005,250.001.5000kgSemen Warna1,900.002,850.000.3500hariTukang Batu75,000.0026,250.000.0350hariKepala Tukang100,000.003,500.000.6200hariPekerja65,000.0040,300.000.0300hariMandor100,000.003,000.00182,150.00PPLD.6.451M2Pek. Pasangan Dinding Keramik Km + Bak 20/25 Cm174,650.00PPLD.6.45M220.0000bhKeramik 20 X 254,000.0080,000.0010.0000kgSemen Type I @ 50 Kg1,350.0013,500.000.0420m3Pasir Pasang125,000.005,250.001.5000kgSemen Warna1,900.002,850.000.3500hariTukang Batu75,000.0026,250.000.0350hariKepala Tukang100,000.003,500.000.6200hariPekerja65,000.0040,300.000.0300hariMandor100,000.003,000.00174,650.00PPLD.6.461M2Pek. Pasangan Plin Keramik 10/20 Cm244,935.00PPLD.6.46M2100.0000bhKeramik 10 X 101,500.00150,000.0010.0000kgSemen Type I @ 50 Kg1,350.0013,500.000.0420m3Pasir Pasang125,000.005,250.001.6500kgSemen Warna1,900.003,135.000.3500hariTukang Batu75,000.0026,250.000.0350hariKepala Tukang100,000.003,500.000.6200hariPekerja65,000.0040,300.000.0300hariMandor100,000.003,000.00244,935.00PPLD.6.471M2Pek. Pasangan Plin Keramik 10 /30 Cm163,179.67PPLD.6.47M233.3333bhKeramik 10 X 302,000.0066,666.6711.3800kgSemen Type I @ 50 Kg1,350.0015,363.000.0420m3Pasir Pasang125,000.005,250.001.5000kgSemen Warna1,900.002,850.000.3500hariTukang Batu75,000.0026,250.000.0350hariKepala Tukang100,000.003,500.000.6200hariPekerja65,000.0040,300.000.0300hariMandor100,000.003,000.00163,179.67PPLD.6.481M2Pek. Pasangan Plin Keramik 10 /40 Cm136,513.00PPLD.6.48M233.3333bhKeramik 10 X 401,200.0040,000.0011.3800kgSemen Type I @ 50 Kg1,350.0015,363.000.0420m3Pasir Pasang125,000.005,250.001.5000kgSemen Warna1,900.002,850.000.3500hariTukang Batu75,000.0026,250.000.0350hariKepala Tukang100,000.003,500.000.6200hariPekerja65,000.0040,300.000.0300hariMandor100,000.003,000.00136,513.00ACS.6.11M2Pek. Pasangan Conblock 6 Cm37,000.00ACS.6.1M240.0000bhConblock0.00.00.1000m3Pasir Pasang125,000.0012,500.000.3500hariPekerja65,000.0022,750.000.0175hariMandor100,000.001,750.0037,000.00ACS.6.21M2Pek. Beton Sikat129,118.00ACS.6.2M20.0800m3Beton Rabat813,350.0065,068.000.1000m3Koral Sikat0.00.00.1700hariTukang Batu75,000.0012,750.000.0170hariKepala Tukang100,000.001,700.000.7500hariPekerja65,000.0048,750.000.0085hariMandor100,000.00850.00129,118.00ACS.6.31M2Pek. Batu Andesit79,912.50ACS.6.3M21.0500m2Batu Andersit0.00.011.7500kgSemen Type I @ 50 Kg1,350.0015,862.500.1700hariTukang Batu75,000.0012,750.000.0170hariKepala Tukang100,000.001,700.000.7500hariPekerja65,000.0048,750.000.0085hariMandor100,000.00850.0079,912.50ACS.6.41M2Pek. Pasangan Grassblock79,912.50ACS.6.4M21.0500m2Grassblock0.00.011.7500kgSemen Type I @ 50 Kg1,350.0015,862.500.1700hariTukang Batu75,000.0012,750.000.0170hariKepala Tukang100,000.001,700.000.7500hariPekerja65,000.0048,750.000.0085hariMandor100,000.00850.0079,912.50ACS.6.51M2Pek. Paving Block51,700.00ACS.6.5M250.0000m2Paving Block0.00.00.1500m3Pasir Urug85,000.0012,750.000.1700hariTukang Batu75,000.0012,750.000.0170hariKepala Tukang100,000.001,700.000.3500hariPekerja65,000.0022,750.000.0175hariMandor100,000.001,750.0051,700.00ACS.6.61M2Pek. Batu Granit 40x40123,662.50ACS.6.6M26.2500bhBatu Granit7,000.0043,750.0011.7500kgSemen Type I @ 50 Kg1,350.0015,862.500.1700hariTukang Batu75,000.0012,750.000.0170hariKepala Tukang100,000.001,700.000.7500hariPekerja65,000.0048,750.000.0085hariMandor100,000.00850.00123,662.50ACS.6.71M2Pek. Batu Gravel91,800.00ACS.6.7M20.0300M3Batu Gravel0.00.010.0000kgSemen Type I @ 50 Kg1,350.0013,500.000.0420M3Pasir Pasang125,000.005,250.000.3500hariTukang Batu75,000.0026,250.000.0350hariKepala Tukang100,000.003,500.000.6200hariPekerja65,000.0040,300.000.0300hariMandor100,000.003,000.0091,800.00PK.6.31M3Pek. Kuda Kuda/Gording4,284,900.00PK.6.3M31.1000m3Kayu Kelas II2,700,000.002,970,000.0013.0000BhBesi Strip11,700.00152,100.000.8000kgPaku Kasar16,000.0012,800.0010.0000hariTukang Kayu75,000.00750,000.001.2000hariKepala Tukang100,000.00120,000.004.0000hariPekerja65,000.00260,000.000.2000hariMandor100,000.0020,000.004,284,900.00PK.6.11M3Pek. Kusen Pintu Dan Jendela4,650,000.00PK.6.1M31.1000m3Kayu Kelas II2,700,000.002,970,000.0015.0000hariTukang Kayu75,000.001,125,000.002.0000hariKepala Tukang100,000.00200,000.005.0000hariPekerja65,000.00325,000.000.3000hariMandor100,000.0030,000.004,650,000.00PL.6.211M2Pek. Pasangan Rangka Plapon (60 Cm X 120 Cm)116,176.00PL.6.21M20.0230m3Kayu Kelas II2,700,000.0062,100.000.0600kgPaku Plywood19,600.001,176.000.4000hariTukang Kayu75,000.0030,000.000.0400hariKepala Tukang100,000.004,000.000.2700hariPekerja65,000.0017,550.000.0135hariMandor100,000.001,350.00116,176.00PL.6.101M2Pek. Pasangan Plapond Plywood36,488.00PL.6.10M20.3750lbrPlywood 3 mm60,000.0022,500.000.0300kgPaku Plywood19,600.00588.000.1000hariTukang Kayu75,000.007,500.000.0100hariKepala Tukang100,000.001,000.000.0700hariPekerja65,000.004,550.000.0035hariMandor100,000.00350.0036,488.00PLL.8.81M2Pek. Pasangan List Langit langit Profil Kayu20,662.50PLL.8.8M20.3750lbrList Kayu Profil15,000.005,625.000.0300kgPaku Plywood7,500.00225.000.1000hariTukang Kayu75,000.007,500.000.0100hariKepala Tukang75,000.00750.000.0700hariPekerja90,000.006,300.000.0035hariMandor75,000.00262.5020,662.50PK.6.491M2Pek. Pasangan Lisplank Papan 3/2539,875.00PK.6.49M20.0110m3Kayu Kelas II2,700,000.0029,700.000.0500kgPaku 1 - 3"16,000.00800.000.0500hariTukang Kayu75,000.003,750.000.0500hariKepala Tukang100,000.005,000.000.0050hariPekerja65,000.00325.000.0030hariMandor100,000.00300.0039,875.00PK.6.501M2Pek. Pasangan Lisplank Papan Double 3/2587,350.00PK.6.50M20.0220m3Kayu Kelas II2,700,000.0059,400.000.1000kgPaku Kasar16,000.001,600.000.2200hariTukang Kayu75,000.0016,500.000.0220hariKepala Tukang100,000.002,200.000.1100hariPekerja65,000.007,150.000.0050hariMandor100,000.00500.0087,350.00PK. 6.351M2Pek. Pasangan Rangka Atap55,700.00PK. 6.35M20.0140m3Kayu Kelas II2,700,000.0037,800.000.1500kgPaku Kasar16,000.002,400.000.1000hariTukang Kayu75,000.007,500.000.0100hariKepala Tukang100,000.001,000.000.1000hariPekerja65,000.006,500.000.0050hariMandor100,000.00500.0055,700.00PK.6.171M2Pek. Pasangan Jalusi Kayu Kls.II369,400.00PK.6.17M20.0600m3Kayu Kelas II2,700,000.00162,000.000.1500kgPaku Kasar16,000.002,400.002.0000hariTukang Kayu75,000.00150,000.000.2000hariKepala Tukang100,000.0020,000.000.5000hariPekerja65,000.0032,500.000.0250hariMandor100,000.002,500.00369,400.00PK.6.101M2Pek. Pasangan Jendela Kaca mati 5 mm352,500.00PK.6.10M21.1000bhKaca Bening 5 mm115,000.00126,500.002.0000hariTukang Kayu75,000.00150,000.000.2000hariKepala Tukang100,000.0020,000.000.8000hariPekerja65,000.0052,000.000.0400hariMandor100,000.004,000.00352,500.00PKK.6.91M2Pek. Pasangan Jendela Kaca Hidup 5 mm447,000.00PKK.6.9M20.0350m3Kayu Kelas II2,700,000.0094,500.001.1000bhKaca Bening 5 mm115,000.00126,500.002.0000hariTukang Kayu75,000.00150,000.000.2000hariKepala Tukang100,000.0020,000.000.8000hariPekerja65,000.0052,000.000.0400hariMandor100,000.004,000.00447,000.00PKK.6.9.a1M2Pek. Pasangan Bingkai Jendela Kaca Hidup324,525.00PKK.6.9.aM20.0350m3Kayu Kelas II2,700,000.0094,500.000.0350bhKaca Bening 5 mm115,000.004,025.002.0000hariTukang Kayu75,000.00150,000.000.2000hariKepala Tukang100,000.0020,000.000.8000hariPekerja65,000.0052,000.000.0400hariMandor100,000.004,000.00324,525.00PK.6.14.a1M2Pek. Pasangan Pintu Panil Multipleks 9 mm421,520.00PK.6.14.aM20.0200m3Kayu Kelas II2,700,000.0054,000.001.0000lbrPlywood 9 mm150,000.00150,000.000.0300kgPaku Kasar16,000.00480.000.3000kgLem16,800.005,040.002.0000hariTukang Kayu75,000.00150,000.000.2000hariKepala Tukang100,000.0020,000.000.6000hariPekerja65,000.0039,000.000.0300hariMandor100,000.003,000.00421,520.00PK.6.571M2Pek. Pasangan Dinding Partisi Plywood Rangkap892,008.00PK.6.57M20.2800m3Kayu Kelas II2,700,000.00756,000.001.0000lbrPlywood 3 mm60,000.0060,000.000.1000kgPaku Kasar16,000.001,600.000.5600kgLem16,800.009,408.000.6000hariTukang Kayu75,000.0045,000.000.0600hariKepala Tukang100,000.006,000.000.2000hariPekerja65,000.0013,000.000.0100hariMandor100,000.001,000.00892,008.00PK.6.151M2Pek. Pasangan Pintu Pliwood Rangkap328,820.00PK.6.15M20.0190m3Kayu Kelas II2,700,000.0051,300.001.0000lbrPlywood 3 mm60,000.0060,000.000.0300kgPaku Kasar16,000.00480.000.3000kgLem16,800.005,040.002.0000hariTukang Kayu75,000.00150,000.000.2000hariKepala Tukang100,000.0020,000.000.6000hariPekerja65,000.0039,000.000.0300hariMandor100,000.003,000.00328,820.00PK.6.14.b1M2Pek. Pasangan Pintu Panil Plywood Rangkap 5 mm + Seng Plat402,540.00PK.6.14.bM20.0200m3Kayu Kelas II2,700,000.0054,000.001.0000lbrPlywood 5 mm130,000.00130,000.000.0300kgPaku Kasar16,000.00480.000.3000kgLem16,800.005,040.000.0300lbrSeng Plat BJL.S 2034,000.001,020.002.0000hariTukang Kayu75,000.00150,000.000.2000hariKepala Tukang100,000.0020,000.000.6000hariPekerja65,000.0039,000.000.0300hariMandor100,000.003,000.00402,540.00PK.6.81M2Pek. Pasangan Pintu Panil Kayu Kelas II390,500.00PK.6.8M20.0400m3Kayu Kelas II2,700,000.00108,000.002.5000hariTukang Kayu75,000.00187,500.000.2500hariKepala Tukang100,000.0025,000.001.0000hariPekerja65,000.0065,000.000.0500hariMandor100,000.005,000.00390,500.00F. 3. b1M2Pek. Pasangan Pintu Panil Kaca Kayu Kelas II517,500.00F. 3. bM20.0550M3Kayu Kelas II2,700,000.00148,500.001.1000M2Kaca Bening 5 mm130,000.00143,000.000.8000OhPekerja65,000.0052,000.002.0000OhTukang Kayu75,000.00150,000.000.2000OhKepala Tukang100,000.0020,000.000.0400OhMandor100,000.004,000.00517,500.00ATP.6.381M2Pek. Pasangan Atap Seng Gelombang56,000.00ATP.6.38M20.7000lbrSeng Gelombang BJL.S 2060,000.0042,000.000.0200kgPaku Seng/Paku Asbes25,000.00500.000.0600hariTukang Kayu75,000.004,500.000.0060hariKepala Tukang100,000.00600.000.1200hariPekerja65,000.007,800.000.0060hariMandor100,000.00600.0056,000.00ATP.6.391M'Pek. Pasangan Bubungan Seng Gelombang27,600.00ATP.6.39M'0.3000lbrBubungan Seng Gelombang34,000.0010,200.000.0400kgPaku Seng/Paku Asbes25,000.001,000.000.0700hariTukang Kayu75,000.005,250.000.0080hariKepala Tukang100,000.00800.000.1500hariPekerja65,000.009,750.000.0060hariMandor100,000.00600.0027,600.00ATP.6.401M'Pek. Pasangan Talang Patahan Seng Gelombang27,600.00ATP.6.40M'0.3000lbrSeng Plat BJL.S 2034,000.0010,200.000.0400kgPaku Seng/Paku Asbes25,000.001,000.000.0700hariTukang Kayu75,000.005,250.000.0080hariKepala Tukang100,000.00800.000.1500hariPekerja65,000.009,750.000.0060hariMandor100,000.00600.0027,600.00ATP.6.361M2Pek. Pasangan Atap Metal87,596.07ATP.6.36M22.8138lbrGenteng Metal (87,00 cm X 40,85 cm)21,500.0060,496.070.2000kgPaku Genteng Metal27,500.005,500.000.1000hariTukang Kayu75,000.007,500.000.0100hariKepala Tukang100,000.001,000.000.2000hariPekerja65,000.0013,000.000.0010hariMandor100,000.00100.0087,596.07ATP.6.371M'Pek. Pasangan Bubungan81,175.00ATP.6.37M'1.1000lbrBubungan Genteng Metal45,000.0049,500.000.0500kgPaku Genteng Metal27,500.001,375.000.1500hariTukang Kayu75,000.0011,250.000.0150hariKepala Tukang100,000.001,500.000.2500hariPekerja65,000.0016,250.000.0130hariMandor100,000.001,300.0081,175.00ATP.6.351M'Pek. Pasangan Talang Patahan Genteng Metal61,500.00ATP.6.35M'1.1000lbrTalang Patahan Genteng Metal40,000.0044,000.000.0400kgPaku Genteng Metal27,500.001,100.000.0700hariTukang Kayu75,000.005,250.000.0080hariKepala Tukang100,000.00800.000.1500hariPekerja65,000.009,750.000.0060hariMandor100,000.00600.0061,500.00PK.6.21BhPek. Pasangan Kunci Tanam159,650.00PK.6.2Bh1.0000bhKunci Tanam Expanolet120,000.00120,000.000.5000hariTukang Kayu75,000.0037,500.000.0100hariKepala Tukang100,000.001,000.000.0100hariPekerja65,000.00650.000.0050hariMandor100,000.00500.00159,650.00PK.6.51BhPek. Pasangan Engsel Pintu29,825.00PK.6.5Bh1.0000bhEngsel Pintu16,000.0016,000.000.1500hariTukang Kayu75,000.0011,250.000.0150hariKepala Tukang100,000.001,500.000.0150hariPekerja65,000.00975.000.0010hariMandor100,000.00100.0029,825.00PK.6.61BhPek. Pasangan Engsel Jendela20,250.00PK.6.6Bh1.0000bhEngsel jendela11,000.0011,000.000.1000hariTukang Kayu75,000.007,500.000.0100hariKepala Tukang100,000.001,000.000.0100hariPekerja65,000.00650.000.0010hariMandor100,000.00100.0020,250.00PK.6.91BhPek. Pasangan Hak Angin21,325.00PK.6.9Bh1.0000bhKaitan Angin7,500.007,500.000.1500hariTukang Kayu75,000.0011,250.000.0150hariKepala Tukang100,000.001,500.000.0150hariPekerja65,000.00975.000.0010hariMandor100,000.00100.0021,325.00PK.6.8.11BhPek. Pasangan Handel Jendela20,125.00PK.6.8.1Bh1.0000bhTarikan Jendela6,300.006,300.000.1500hariTukang Kayu75,000.0011,250.000.0150hariKepala Tukang100,000.001,500.000.0150hariPekerja65,000.00975.000.0010hariMandor100,000.00100.0020,125.00PK.6.71BhPek. Pasangan Grendel Pintu21,900.00PK.6.7Bh1.0000bhGrendel Pintu8,075.008,075.000.1500hariTukang Kayu75,000.0011,250.000.0150hariKepala Tukang100,000.001,500.000.0150hariPekerja65,000.00975.000.0010hariMandor100,000.00100.0021,900.00PK.6.7.11BhPek. Pasangan Grendel Jendela22,925.00PK.6.7.1Bh1.0000bhGrendel Jendela9,100.009,100.000.1500hariTukang Kayu75,000.0011,250.000.0150hariKepala Tukang100,000.001,500.000.0150hariPekerja65,000.00975.000.0010hariMandor100,000.00100.0022,925.00PS.6.21BhPek. Pasangan Klosed Jongkok134,600.00PS.6.2Bh1.0000bhCloset Jongkok105,000.00105,000.006.0000kgSemen Type I @ 50 Kg1,350.008,100.000.0100m3Pasir Pasang125,000.001,250.000.1500hariTukang Pipa75,000.0011,250.000.0150hariKepala Tukang100,000.001,500.000.1000hariPekerja65,000.006,500.000.0100hariMandor100,000.001,000.00134,600.00PS.6.71BhPek. Pasangan Bak Air Fiberglass Vol. 0.6 M3569,350.00PS.6.7Bh1,350.001.0000bhBak Air Fiber Glass 0.6 M3450,000.00450,000.001.0000SetPerlengkapan 1,8% harga bak81,000.0081,000.000.2700hariTukang Pipa75,000.0020,250.000.0540hariKepala Tukang100,000.005,400.000.1800hariPekerja65,000.0011,700.000.0100hariMandor100,000.001,000.00569,350.00PS.6.81BhPek. Pasangan Saringan Air Kotor (Floor Drain)50,150.00PS.6.8Bh1.0000bhFloor Drain10,000.0010,000.001.0000SetPerlengkapan 1,8% harga bak1,800.001,800.000.2700hariTukang Pipa75,000.0020,250.000.0540hariKepala Tukang100,000.005,400.000.1800hariPekerja65,000.0011,700.000.0100hariMandor100,000.001,000.0050,150.00PS.6.91BhPek. Pasangan Kran Air51,330.00PS.6.9Bh1.0000bhKran Air Plastik " dan 11,000.0011,000.001.0000SetPerlengkapan 1,8% harga bak1,980.001,980.000.2700hariTukang Pipa75,000.0020,250.000.0540hariKepala Tukang100,000.005,400.000.1800hariPekerja65,000.0011,700.000.0100hariMandor100,000.001,000.0051,330.00PS.6.101BhPek. Pasangan Pintu Km/Wc Fiberglass274,350.00PS.6.10Bh1.0000bhPintu Kamar mandi Fiberglass200,000.00200,000.001.0000SetPerlengkapan 1,8% harga bak36,000.0036,000.000.2700hariTukang Pipa75,000.0020,250.000.0540hariKepala Tukang100,000.005,400.000.1800hariPekerja65,000.0011,700.000.0100hariMandor100,000.001,000.00274,350.00PS.6.111BhPek. Pasangan Wastapel Gantung775,850.00PS.6.11Bh1.0000bhWastapel Gantung625,000.00625,000.001.0000SetPerlengkapan 1,8% harga bak112,500.00112,500.000.2700hariTukang Pipa75,000.0020,250.000.0540hariKepala Tukang100,000.005,400.000.1800hariPekerja65,000.0011,700.000.0100hariMandor100,000.001,000.00775,850.00SPT.11BhPek. Septiktank Ukuran 2.5 M' X 1.25 M' dalam 1.50 M'Bak Septiktank (2.50 M X 1.40 M) dalam 1.5 M3,587,023.76SPT.1Bh4.6900m3(PT.6.2) Galian Tanah Biasa51,250.00240,362.504.68750.1600m3(PT.6.13) Pasir Urug122,500.0019,600.000.15630.1600m3(PB.6.1) Lantai kerja Beton 1:3:5613,250.0098,120.000.15630.3125m3(BT.6.13) Lantai Beton Cor 1:2:31,150,200.00359,437.500.15759.4900m2(PD.6.4) Pas. Batu Bata106,400.001,009,736.009.48665.3410.6900m2(PPL.6.4) Plasteran45,174.00482,910.0610.683614.67004.335819.013.1250M2Acian7,500.0023,437.5010.68360.2900m3(PD.BTN.2.b) Pek. Plat Beton t: 9 Cm add. 1:2:33,130,296.90907,786.100.28132.0000M'Pipa PVC Dia 3"22,750.0045,500.002.00000.7500M'Pipa Galpanis Dia. 1.5" Lubang Angin36,250.0027,187.500.7500Bak Resapan (1.50 M X 1.40 M) dalam 1.0 M1.8800m3(PT.6.2) Galian Tanah Biasa51,250.0096,350.001.87500.5700m3(PT.6.10) Tanah Urug14,380.008,196.600.56251.8800M2ijuk75,000.00141,000.001.87501.0400M3Pasir Urug122,500.00127,400.001.03133,587,023.76CAT.6.91M2Pek. Cat Warna Kayu43,315.00CAT.6.9M20.2000kgCat Meni Kayu25,800.005,160.000.1500kgDempul19,600.002,940.000.1700kgCat Dasar34,500.005,865.000.3500kgCat Kayu Warna46,500.0016,275.000.1050hariTukang Cat75,000.007,875.000.0040hariKepala Tukang100,000.00400.000.0700hariPekerja65,000.004,550.000.0025hariMandor100,000.00250.0043,315.00CAT.6.141M2Pek. Cat Tembok21,945.00CAT.6.14M20.1000kgPlamir21,000.002,100.000.1000kgCat Dasar34,500.003,450.000.2600kgCat Tembok Warna36,500.009,490.000.0630hariTukang Cat75,000.004,725.000.0063hariKepala Tukang100,000.00630.000.0200hariPekerja65,000.001,300.000.0025hariMandor100,000.00250.0021,945.00CAT.6.121M2Pek. Cat Residu/Teer7,467.50CAT.6.12M20.3500ltrCat Teer/Residu1,050.00367.500.1000hariPekerja65,000.006,500.000.0060hariMandor100,000.00600.007,467.50

SNI 2010INDEKS ANALISA "SNI DT 91-0010-20071Penetapan Indeks Harga Satuan Pekerjaan "TANAH"PT. 1.1Menggali 1 M Tanah Biasa Sedalam 1 MeterKebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)Tenaga KerjaPekerjaOh0.750052,250.0039,187.50MandorOh0.025065,000.001,625.00Jumlah Biaya40,812.50PT. 1.2Menggali 1 M Tanah Biasa Sedalam 2 MeterKebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)Tenaga KerjaPekerjaOh0.900052,250.0047,025.00MandorOh0.045065,000.002,925.00Jumlah Biaya49,950.00PT. 1.3Menggali 1 M Tanah Biasa Sedalam 3 MeterKebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)Tenaga KerjaPekerjaOh1.050052,250.0054,862.50MandorOh0.067065,000.004,355.00Jumlah Biaya59,217.50PT. 1.4Menggali 1 M Tanah Keras Sedalam 1 MeterKebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)Tenaga KerjaPekerjaOh1.000052,250.0052,250.00MandorOh0.032065,000.002,080.00Jumlah Biaya54,330.00PT. 1.5Menggali 1 M Tanah Cadas Sedalam 1 MeterKebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)Tenaga KerjaPekerjaOh1.500052,250.0078,375.00MandorOh0.060065,000.003,900.00Jumlah Biaya82,275.00PT. 1.6Menggali 1 M Tanah Lumpur Sedalam 1 MeterKebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)Tenaga KerjaPekerjaOh1.200052,250.0062,700.00MandorOh0.045065,000.002,925.00Jumlah Biaya65,625.00PT. 1.7Mengerjakan 1 M Striping Tebing Setinggi 1 MeterKebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)Tenaga KerjaPekerjaOh0.050052,250.002,612.50MandorOh0.005065,000.00325.00Jumlah Biaya2,937.50PT. 1.8Membuang 1 M Tanah Sejauh 30 MeterKebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)Tenaga KerjaPekerjaOh0.050052,250.002,612.50MandorOh0.005065,000.00325.00Jumlah Biaya2,937.50PT.1.9Mengurug Kembali 1 M GalianDihitung 1/3 Dari Jumlah Galian Yang AdaPT. 1.10Memadatkan 1 M Tanah (Per 20 Cm)KebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)Tenaga KerjaPekerjaOh0.500052,250.0026,125.00MandorOh0.050065,000.003,250.00Jumlah Biaya29,375.00PT. 1.11Mengurug 1 M Pasir UrugKebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanPasir UrugM1.200078,750.0094,500.00Tenaga KerjaPekerjaOh0.500052,250.0026,125.00MandorOh0.050065,000.003,250.00Jumlah Biaya123,875.00PT. 1.12Memasang 1 M Lapisan Pudel Campuran = 1 KP:3 PP: 7 TLKebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanKapur PadamM0.1350450,000.0060,750.00Pasir PasangM0.400078,750.0031,500.00Tanah UrugM0.948078,000.0073,944.00Tenaga KerjaPekerjaOh0.800052,250.0041,800.00Tukang BatuOh0.400065,000.0026,000.00Kepala TukangOh0.040070,000.002,800.00MandorOh0.080065,000.005,200.00Jumlah Biaya241,994.00PT. 1.13Memasang 1 M Lapisan Pudel Campuran = 1 KP: 5 TLKebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanKapur PadamM0.2480450,000.00111,600.00Tanah UrugM1.240078,000.0096,720.00Tenaga KerjaPekerjaOh0.800052,250.0041,800.00Tukang BatuOh0.400065,000.0026,000.00Kepala TukangOh0.040070,000.002,800.00MandorOh0.080065,000.005,200.00Jumlah Biaya284,120.00PT. 1.14Memasang 1 M Lapisan Ijuk Tebal 10 CmKebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanIjukKg6.000035,000.00210,000.00Tenaga KerjaPekerjaOh0.150052,250.007,837.50MandorOh0.015065,000.00975.00Jumlah Biaya218,812.50PT. 1.15Memasang 1 M Sirtu Padat Untuk PeninggianKebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanSirtuM1.2000110,000.00132,000.00Tenaga KerjaPekerjaOh0.250052,250.0013,062.50MandorOh0.025065,000.001,625.00Jumlah Biaya146,687.502Penetapan Indeks Harga Satuan Pekerjaan "PONDASI"PB. 2.1Memasang 1 M Pondasi Batu Belah/Batu Kali Adukan 1 PC: 3 PPKebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanBatu Belah 15/20M1.2000290,000.00348,000.00Semen Type I @ 50 KgM202.00001,250.00252,500.00Pasir PasangM0.485078,750.0038,193.75Tenaga KerjaPekerjaOh1.500052,250.0078,375.00Tukang BatuOh0.750065,000.0048,750.00Kepala TukangOh0.075070,000.005,250.00MandorOh0.075065,000.004,875.00Jumlah Biaya775,943.75PB. 2.2Memasang 1 M Pondasi Batu Belah/Batu Kali Adukan 1 PC: 4 PPKebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanBatu Belah 15/20M1.2000290,000.00348,000.00Semen Type I @ 50 KgM163.00001,250.00203,750.00Pasir PasangM0.520078,750.0040,950.00Tenaga KerjaPekerjaOh1.500052,250.0078,375.00Tukang BatuOh0.750065,000.0048,750.00Kepala TukangOh0.075070,000.005,250.00MandorOh0.075065,000.004,875.00Jumlah Biaya729,950.00PB. 2.3Memasang 1 M Pondasi Batu Belah/Batu Kali Adukan 1 PC: 5 PPKebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanBatu Belah 15/20M1.2000290,000.00348,000.00Semen Type I @ 50 KgM136.00001,250.00170,000.00Pasir PasangM0.544078,750.0042,840.00Tenaga KerjaPekerjaOh1.500052,250.0078,375.00Tukang BatuOh0.750065,000.0048,750.00Kepala TukangOh0.075070,000.005,250.00MandorOh0.075065,000.004,875.00Jumlah Biaya698,090.00PB. 2.4Memasang 1 M Pondasi Batu Belah/Batu Kali Adukan 1 PC: 6 PPKebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanBatu Belah 15/20M1.2000290,000.00348,000.00Semen Type I @ 50 KgM117.00001,250.00146,250.00Pasir PasangM0.561078,750.0044,178.75Tenaga KerjaPekerjaOh1.500052,250.0078,375.00Tukang BatuOh0.750065,000.0048,750.00Kepala TukangOh0.075070,000.005,250.00MandorOh0.075065,000.004,875.00Jumlah Biaya675,678.75PB. 2.5Memasang 1 M Pondasi Batu Belah/Batu Kali Adukan 1 PC: 8 PPKebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanBatu Belah 15/20M1.2000290,000.00348,000.00Semen Type I @ 50 KgM91.00001,250.00113,750.00Pasir PasangM0.584078,750.0045,990.00Tenaga KerjaPekerjaOh1.500052,250.0078,375.00Tukang BatuOh0.750065,000.0048,750.00Kepala TukangOh0.075070,000.005,250.00MandorOh0.075065,000.004,875.00Jumlah Biaya644,990.00PB. 2.6Memasang 1 M Pondasi Batu Belah/Batu Kali Campuran 1 KP: 1 SM: 2 PPKebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanBatu Belah 15/20M1.2000290,000.00348,000.00Kapur PadamM0.1700450,000.0076,500.00Semen WarnaM0.17001,900.00323.00Pasir PasangM0.340078,750.0026,775.00Tenaga KerjaPekerjaOh1.500052,250.0078,375.00Tukang BatuOh0.750065,000.0048,750.00Kepala TukangOh0.075070,000.005,250.00MandorOh0.075065,000.004,875.00Jumlah Biaya588,848.00PB. 2.7Memasang 1 M Pondasi Batu Belah/Batu Kali Campuran 1 PC: 3 KP: 10 PPKebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanBatu Belah 15/20M1.2000290,000.00348,000.00Semen Type I @ 50 KgM61.00001,250.0076,250.00Kapur PadamM0.1470450,000.0066,150.00Pasir PasangM0.492078,750.0038,745.00Tenaga KerjaPekerjaOh1.500052,250.0078,375.00Tukang BatuOh0.750065,000.0048,750.00Kepala TukangOh0.075070,000.005,250.00MandorOh0.075065,000.004,875.00Jumlah Biaya666,395.00PB. 2.8Memasang 1 M Pondasi Batu Belah/Batu Kali Campuran 1/4 PC: 1 KP: 4 PPKebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanBatu Belah 15/20M1.2000290,000.00348,000.00Semen Type I @ 50 KgM41.00001,250.0051,250.00Kapur PadamM0.1310450,000.0058,950.00Pasir PasangM0.523078,750.0041,186.25Tenaga KerjaPekerjaOh1.500052,250.0078,375.00Tukang BatuOh0.750065,000.0048,750.00Kepala TukangOh0.075070,000.005,250.00MandorOh0.075065,000.004,875.00Jumlah Biaya636,636.25PB. 2.9Memasang 1 M Batu Kosong (Aanstamping)KebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanBatu Belah 15/20M1.2000290,000.00348,000.00Pasir UrugM0.432078,750.0034,020.00Tenaga KerjaPekerjaOh0.780052,250.0040,755.00Tukang BatuOh0.390065,000.0025,350.00Kepala TukangOh0.039070,000.002,730.00MandorOh0.039065,000.002,535.00Jumlah Biaya453,390.00PB. 2.10Memasang 1 M Pondasi Ciclop, 60% Beton Campuran 1 PC: 2 PB: 3 KRKebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanBatu Belah 15/20M0.4800290,000.00139,200.00Semen Type I @ 50 KgKg194.00001,250.00242,500.00Pasir BetonM0.312078,750.0024,570.00Koral BetonM0.4680120,000.0056,160.00Besi Beton KsKg126.000011,300.001,423,800.00Kawat Beton (Bendrat)Kg1.800017,500.0031,500.00Tenaga KerjaPekerjaOh3.400052,250.00177,650.00Tukang BatuOh0.850065,000.0055,250.00Kepala TukangOh0.085070,000.005,950.00MandorOh0.170065,000.0011,050.00Jumlah Biaya2,167,630.00PB. 2.11Memasang 1 M Pondasi Sumuran, Diameter 100 cmKebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanBatu Belah 15/20M0.4500290,000.00130,500.00Semen Type I @ 50 KgKg194.00001,250.00242,500.00Pasir BetonM0.312078,750.0024,570.00Koral BetonM0.4680120,000.0056,160.00Tenaga KerjaPekerjaOh2.400052,250.00125,400.00Tukang BatuOh0.800065,000.0052,000.00Kepala TukangOh0.080070,000.005,600.00MandorOh0.119065,000.007,735.00Jumlah Biaya644,465.003Penetapan Indeks Harga Satuan Pekerjaan "BETON"BT. 3.1Membuat 1 M Beton f'c = 7.4 Mpa (K.100), Slump (122) cm, w/c = 0.87KebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanSemen Type I @ 50 KgKg247.00001,250.00308,750.00Pasir BetonM0.620778,750.0048,881.25Koral BetonM0.7400120,000.0088,800.00AirLiter215.0000200.0043,000.00Tenaga KerjaPekerjaOh1.650052,250.0086,212.50Tukang BatuOh0.275065,000.0017,875.00Kepala TukangOh0.028070,000.001,960.00MandorOh0.083065,000.005,395.00Jumlah Biaya600,873.75BT. 3.2Membuat 1 M Beton f'c = 9.8 Mpa (K.125), Slump (122) cm, w/c = 0.78KebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanSemen Type I @ 50 KgKg276.00001,250.00345,000.00Pasir BetonM0.591478,750.0046,575.00Koral BetonM0.7496120,000.0089,955.56AirLiter215.0000200.0043,000.00Tenaga KerjaPekerjaOh1.650052,250.0086,212.50Tukang BatuOh0.275065,000.0017,875.00Kepala TukangOh0.028070,000.001,960.00MandorOh0.083065,000.005,395.00Jumlah Biaya635,973.06BT. 3.3Membuat 1 M Beton f'c = 12.2 Mpa (K.150), Slump (122) cm, w/c = 0.72KebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanSemen Type I @ 50 KgKg299.00001,250.00373,750.00Pasir BetonM0.570778,750.0044,943.75Koral BetonM0.7533120,000.0090,400.00AirLiter215.0000200.0043,000.00Tenaga KerjaPekerjaOh1.650052,250.0086,212.50Tukang BatuOh0.275065,000.0017,875.00Kepala TukangOh0.028070,000.001,960.00MandorOh0.083065,000.005,395.00Jumlah Biaya663,536.25BT. 3.4Membuat 1 M Beton f'c = 7.4 Mpa (K.100), Slump (3-6) cm, w/c = 0.87KebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanSemen Type I @ 50 KgKg230.00001,250.00287,500.00Pasir BetonM0.637978,750.0050,231.25Koral BetonM0.7607120,000.0091,288.89AirLiter200.0000200.0040,000.00Tenaga KerjaPekerjaOh1.200052,250.0062,700.00Tukang BatuOh0.200065,000.0013,000.00Kepala TukangOh0.020070,000.001,400.00MandorOh0.060065,000.003,900.00Jumlah Biaya550,020.14BT. 3.5Membuat 1 M Beton f'c = 14.5 Mpa (K.175), Slump (122) cm, w/c = 0.66KebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanSemen Type I @ 50 KgKg326.00001,250.00407,500.00Pasir BetonM0.542978,750.0042,750.00Koral BetonM0.7622120,000.0091,466.67AirLiter215.0000200.0043,000.00Tenaga KerjaPekerjaOh1.650052,250.0086,212.50Tukang BatuOh0.275065,000.0017,875.00Kepala TukangOh0.028070,000.001,960.00MandorOh0.083065,000.005,395.00Jumlah Biaya696,159.17BT. 3.6Membuat 1 M Beton f'c = 16.9 Mpa (K.200), Slump (122) cm, w/c = 0.61KebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanSemen Type I @ 50 KgKg352.00001,250.00440,000.00Pasir BetonM0.522178,750.0041,118.75Koral BetonM0.7637120,000.0091,644.45AirLiter215.0000200.0043,000.00Tenaga KerjaPekerjaOh1.650052,250.0086,212.50Tukang BatuOh0.275065,000.0017,875.00Kepala TukangOh0.028070,000.001,960.00MandorOh0.083065,000.005,395.00Jumlah Biaya727,205.70BT. 3.7Membuat 1 M Beton f'c = 19.3 Mpa (K.225), Slump (122) cm, w/c = 0.58KebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanSemen Type I @ 50 KgKg371.00001,250.00463,750.00Pasir BetonM0.498678,750.0039,262.50Koral BetonM0.7756120,000.0093,066.67AirLiter215.0000200.0043,000.00Tenaga KerjaPekerjaOh1.650052,250.0086,212.50Tukang BatuOh0.275065,000.0017,875.00Kepala TukangOh0.028070,000.001,960.00MandorOh0.083065,000.005,395.00Jumlah Biaya750,521.67BT. 3.8Membuat 1 M Beton f'c = 21.7 Mpa (K.250), Slump (122) cm, w/c = 0.56KebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanSemen Type I @ 50 KgKg384.00001,250.00480,000.00Pasir BetonM0.494378,750.0038,925.00Koral BetonM0.7696120,000.0092,355.56AirLiter215.0000200.0043,000.00Tenaga KerjaPekerjaOh1.650052,250.0086,212.50Tukang BatuOh0.275065,000.0017,875.00Kepala TukangOh0.028070,000.001,960.00MandorOh0.083065,000.005,395.00Jumlah Biaya765,723.06BT. 3.9Membuat 1 M Beton f'c = 26.4 Mpa (K.275), Slump (122) cm, w/c = 0.53KebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanSemen Type I @ 50 KgKg406.00001,250.00507,500.00Pasir BetonM0.488678,750.0038,475.00Koral BetonM0.7600120,000.0091,200.00AirLiter215.0000200.0043,000.00Tenaga KerjaPekerjaOh1.650052,250.0086,212.50Tukang BatuOh0.275065,000.0017,875.00Kepala TukangOh0.028070,000.001,960.00MandorOh0.083065,000.005,395.00Jumlah Biaya791,617.50BT. 3.10Membuat 1 M Beton f'c = 24.0 Mpa (K.300), Slump (122) cm, w/c = 0.52KebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanSemen Type I @ 50 KgKg413.00001,250.00516,250.00Pasir BetonM0.486478,750.0038,306.25Koral BetonM0.7563120,000.0090,755.56AirLiter215.0000200.0043,000.00Tenaga KerjaPekerjaOh1.650052,250.0086,212.50Tukang BatuOh0.275065,000.0017,875.00Kepala TukangOh0.028070,000.001,960.00MandorOh0.083065,000.005,395.00Jumlah Biaya799,754.31BT. 3.11Membuat 1 M Beton f'c = 28.8 Mpa (K.325), Slump (122) cm, w/c = 0.49KebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanSemen Type I @ 50 KgKg439.00001,250.00548,750.00Pasir BetonM0.478678,750.0037,687.50Koral BetonM0.7452120,000.0089,422.23AirLiter215.0000200.0043,000.00Tenaga KerjaPekerjaOh2.100052,250.00109,725.00Tukang BatuOh0.350065,000.0022,750.00Kepala TukangOh0.035070,000.002,450.00MandorOh0.105065,000.006,825.00Jumlah Biaya860,609.73BT. 3.12Membuat 1 M Beton f'c = 31.2 Mpa (K.350), Slump (122) cm, w/c = 0.48KebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanSemen Type I @ 50 KgKg448.00001,250.00560,000.00Pasir BetonM0.476478,750.0037,518.75Koral BetonM0.7407120,000.0088,888.89AirLiter215.0000200.0043,000.00Tenaga KerjaPekerjaOh2.100052,250.00109,725.00Tukang BatuOh0.350065,000.0022,750.00Kepala TukangOh0.035070,000.002,450.00MandorOh0.105065,000.006,825.00Jumlah Biaya871,157.64BT. 3.13Membuat 1 M Beton Kedap Air Dengan Strorox-100KebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanSemen Type I @ 50 KgKg400.00001,250.00500,000.00Pasir BetonM0.480078,750.0037,800.00Koral BetonM0.8000120,000.0096,000.00Strorox-100Kg1.20000.00.0Tenaga KerjaPekerjaOh2.100052,250.00109,725.00Tukang BatuOh0.350065,000.0022,750.00Kepala TukangOh0.035070,000.002,450.00MandorOh0.105065,000.006,825.00Jumlah Biaya0.0BT. 3.14Memasang 1 M' PVC Beton Waterstop Lebar 150 mmKebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanWaterstop Lebar 150 mmM'1.050037,500.0039,375.00Tenaga KerjaPekerjaOh0.060052,250.003,135.00Tukang BatuOh0.030065,000.001,950.00Kepala TukangOh0.003070,000.00210.00MandorOh0.003065,000.00195.00Jumlah Biaya44,865.00BT. 3.15Memasang 1 M' PVC Beton Waterstop Lebar 200 mmKebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanWaterstop Lebar 200 mmM'1.050047,500.0049,875.00Tenaga KerjaPekerjaOh0.070052,250.003,657.50Tukang BatuOh0.035065,000.002,275.00Kepala TukangOh0.004070,000.00280.00MandorOh0.007065,000.00455.00Jumlah Biaya56,542.50BT. 3.16Memasang 1 M' PVC Beton Waterstop Lebar 230 mm S/d 320 mmKebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanWaterstop Lebar 230 mm S/d 320 mmM'1.050057,500.0060,375.00Tenaga KerjaPekerjaOh0.080052,250.004,180.00Tukang BatuOh0.040065,000.002,600.00Kepala TukangOh0.004070,000.00280.00MandorOh0.004065,000.00260.00Jumlah Biaya67,695.00BT. 3.17Pembesian 10 Kg Dengan Besi Beton Polos/UlirKebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanBesi Beton KSKg10.500011,300.00118,650.00Kawat Beton (Bendrat)Kg0.150017,500.002,625.00Tenaga KerjaPekerjaOh0.070052,250.003,657.50Tukang BesiOh0.070065,000.004,550.00Kepala TukangOh0.007070,000.00490.00MandorOh0.004065,000.00260.00Jumlah Biaya130,232.50BT. 3.18Memasang 10 Kg Kabel Presstressed Polos/StrandsKebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanBesi Beton KSKg10.500011,300.00118,650.00Kawat Beton (Bendrat)Kg0.100017,500.001,750.00Tenaga KerjaPekerjaOh0.050052,250.002,612.50Tukang BesiOh0.050065,000.003,250.00Kepala TukangOh0.005070,000.00350.00MandorOh0.003065,000.00195.00Jumlah Biaya126,807.50BT. 3.19Memasang 10 Kg Jaring Kawat Baja/Wire MeshKebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanJaring Kawat Baja DilasKg10.200012,000.00122,400.00Kawat Beton (Bendrat)Kg0.050017,500.00875.00Tenaga KerjaPekerjaOh0.025052,250.001,306.25Tukang BesiOh0.025065,000.001,625.00Kepala TukangOh0.025070,000.001,750.00MandorOh0.001065,000.0065.00Jumlah Biaya128,021.25BT. 3.20Memasang 1 M Begisting Untuk PondasiKebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanKayu Kelas IIIM0.04001,750,000.0070,000.00Paku 3 - 7 CmKg0.30000.00.0Minyak BegistingLiter0.100012,500.001,250.00Tenaga KerjaPekerjaOh0.520052,250.0027,170.00Tukang KayuOh0.260065,000.0016,900.00Kepala TukangOh0.026070,000.001,820.00MandorOh0.026065,000.001,690.00Jumlah Biaya0.0BT. 3.21Memasang 1 M Begisting Untuk SloofKebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanKayu Kelas IIIM0.04501,750,000.0078,750.00Paku 3 - 7 CmKg0.30000.00.0Minyak BegistingLiter0.100012,500.001,250.00Tenaga KerjaPekerjaOh0.520052,250.0027,170.00Tukang KayuOh0.260065,000.0016,900.00Kepala TukangOh0.026070,000.001,820.00MandorOh0.026065,000.001,690.00Jumlah Biaya0.0BT. 3.22Memasang 1 M Begisting Untuk KolomKebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanKayu Kelas IIIM0.04001,750,000.0070,000.00Paku 3 - 7 CmKg0.40000.00.0Minyak BegistingLiter0.200012,500.002,500.00Kayu Kelas IIM0.01502,200,000.0033,000.00Plywood 9 mmLembar0.350093,000.0032,550.00Kayu DolkenBatang2.00007,500.0015,000.00Tenaga KerjaPekerjaOh0.660052,250.0034,485.00Tukang KayuOh0.330065,000.0021,450.00Kepala TukangOh0.033070,000.002,310.00MandorOh0.033065,000.002,145.00Jumlah Biaya0.0BT. 3.23Memasang 1 M Begisting Untuk BalokKebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanKayu Kelas IIIM0.04001,750,000.0070,000.00Paku KasarKg0.400016,000.006,400.00Minyak BegistingLiter0.200012,500.002,500.00Kayu Kelas IIM0.01802,200,000.0039,600.00Plywood 9 mmLembar0.350093,000.0032,550.00Kayu DolkenBatang2.00007,500.0015,000.00Tenaga KerjaPekerjaOh0.660052,250.0034,485.00Tukang KayuOh0.330065,000.0021,450.00Kepala TukangOh0.033070,000.002,310.00MandorOh0.033065,000.002,145.00Jumlah Biaya226,440.00BT. 3.24Memasang 1 M Begisting Untuk Lantai/DakKebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanKayu Kelas IIIM0.04001,750,000.0070,000.00Paku KasarKg0.400016,000.006,400.00Minyak BegistingLiter0.200012,500.002,500.00Kayu Kelas IIM0.01502,200,000.0033,000.00Plywood 9 mmLembar0.350093,000.0032,550.00Kayu DolkenBatang6.00007,500.0045,000.00Tenaga KerjaPekerjaOh0.660052,250.0034,485.00Tukang KayuOh0.330065,000.0021,450.00Kepala TukangOh0.033070,000.002,310.00MandorOh0.033065,000.002,145.00Jumlah Biaya249,840.00BT. 3.25Memasang 1 M Begisting Untuk DindingKebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanKayu Kelas IIIM0.03001,750,000.0052,500.00Paku KasarKg0.400016,000.006,400.00Minyak BegistingLiter0.200012,500.002,500.00Kayu Kelas IIM0.02002,200,000.0044,000.00Plywood 9 mmLembar0.350093,000.0032,550.00Kayu DolkenBatang3.00007,500.0022,500.00Formit/Spacer/Penjaga Jarak BegistingBuah4.000045,000.00180,000.00Tenaga KerjaPekerjaOh0.660052,250.0034,485.00Tukang KayuOh0.330065,000.0021,450.00Kepala TukangOh0.033070,000.002,310.00MandorOh0.033065,000.002,145.00Jumlah Biaya400,840.00BT. 3.26Memasang 1 M Begisting Untuk TanggaKebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanKayu Kelas IIIM0.03001,750,000.0052,500.00Paku 3 - 7 CmKg0.40000.00.0Minyak BegistingLiter0.150012,500.001,875.00Kayu Kelas IIM0.01502,200,000.0033,000.00Plywood 9 mmLembar0.350093,000.0032,550.00Kayu DolkenBatang2.00007,500.0015,000.00Tenaga KerjaPekerjaOh0.660052,250.0034,485.00Tukang KayuOh0.330065,000.0021,450.00Kepala TukangOh0.033070,000.002,310.00MandorOh0.033065,000.002,145.00Jumlah Biaya0.0BT. 3.27Memasang 1 M Jembatan Untuk Pengecoran BetonKebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanKayu Kelas IIIM0.02641,750,000.0046,200.00Paku 3 - 7 CmKg0.60000.00.0Kayu DolkenBatang0.50007,500.003,750.00Tenaga KerjaPekerjaOh0.150052,250.007,837.50Tukang KayuOh0.050065,000.003,250.00Kepala TukangOh0.005070,000.00350.00MandorOh0.008065,000.00520.00Jumlah Biaya0.0BT. 3.28Membuat 1 M Pondasi Beton Bertulang (150 Kg Besi + Begisting)KebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanKayu Kelas IIIM0.20001,750,000.00350,000.00Paku 3 - 7 CmKg1.50000.00.0Minyak BegistingLiter0.400012,500.005,000.00Besi Beton KSKg157.500011,300.001,779,750.00Kawat Beton (Bendrat)Kg2.250017,500.0039,375.00Semen Type I @ 50 KgKg336.00001,250.00420,000.00Pasir BetonM0.540078,750.0042,525.00Koral BetonM0.8100120,000.0097,200.00Tenaga KerjaPekerjaOh5.300052,250.00276,925.00Tukang BatuOh0.275065,000.0017,875.00Tukang KayuOh1.300065,000.0084,500.00Tukang BesiOh1.050065,000.0068,250.00Kepala TukangOh0.262070,000.0018,340.00MandorOh0.265065,000.0017,225.00Jumlah Biaya0.0BT. 3.29Membuat 1 M Sloof Beton Bertulang (200 Kg Besi + Begisting)KebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanKayu Kelas IIIM0.27001,750,000.00472,500.00Paku 3 - 7 CmKg2.00000.00.0Minyak BegistingLiter0.600012,500.007,500.00Besi Beton KSKg210.000011,300.002,373,000.00Kawat Beton (Bendrat)Kg3.000017,500.0052,500.00Semen Type I @ 50 KgKg336.00001,250.00420,000.00Pasir BetonM0.540078,750.0042,525.00Koral BetonM0.8100120,000.0097,200.00Tenaga KerjaPekerjaOh5.650052,250.00295,212.50Tukang BatuOh0.275065,000.0017,875.00Tukang KayuOh1.560065,000.00101,400.00Tukang BesiOh1.400065,000.0091,000.00Kepala TukangOh0.323070,000.0022,610.00MandorOh0.283065,000.0018,395.00Jumlah Biaya0.0BT. 3.30Membuat 1 M Kolom Beton Bertulang (300 Kg Besi + Begisting)KebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanKayu Kelas IIIM0.40001,750,000.00700,000.00Paku KasarKg4.000016,000.0064,000.00Minyak BegistingLiter2.000012,500.0025,000.00Besi Beton KSKg315.000011,300.003,559,500.00Kawat Beton (Bendrat)Kg4.500017,500.0078,750.00Semen Type I @ 50 KgKg336.00001,250.00420,000.00Pasir BetonM0.540078,750.0042,525.00Koral BetonM0.8100120,000.0097,200.00Kayu Kelas IIM0.15002,200,000.00330,000.00Plywood 9 mmLembar3.500093,000.00325,500.00Kayu DolkenBatang20.00007,500.00150,000.00Tenaga KerjaPekerjaOh7.050052,250.00368,362.50Tukang BatuOh0.275065,000.0017,875.00Tukang KayuOh1.650065,000.00107,250.00Tukang BesiOh2.100065,000.00136,500.00Kepala TukangOh0.403070,000.0028,210.00MandorOh0.353065,000.0022,945.00Jumlah Biaya6,473,617.50BT. 3.31Membuat 1 M Balok Beton Bertulang (200 Kg Besi + Begisting)KebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanKayu Kelas IIIM0.32001,750,000.00560,000.00Paku 3 - 7 CmKg3.20000.00.0Minyak BegistingLiter1.600012,500.0020,000.00Besi Beton KSKg210.000011,300.002,373,000.00Kawat Beton (Bendrat)Kg3.000017,500.0052,500.00Semen Type I @ 50 KgKg336.00001,250.00420,000.00Pasir BetonM0.540078,750.0042,525.00Koral BetonM0.8100120,000.0097,200.00Kayu Kelas IIM0.14002,200,000.00308,000.00Plywood 9 mmLembar2.800093,000.00260,400.00Kayu DolkenBatang16.00007,500.00120,000.00Tenaga KerjaPekerjaOh6.350052,250.00331,787.50Tukang BatuOh0.275065,000.0017,875.00Tukang KayuOh1.650065,000.00107,250.00Tukang BesiOh1.400065,000.0091,000.00Kepala TukangOh0.333070,000.0023,310.00MandorOh0.318065,000.0020,670.00Jumlah Biaya0.0BT. 3.32Membuat 1 M Kolom Beton Bertulang (150 Kg Besi + Begisting)KebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanKayu Kelas IIIM0.32001,750,000.00560,000.00Paku 3 - 7 CmKg3.20000.00.0Minyak BegistingLiter1.600012,500.0020,000.00Besi Beton KSKg157.500011,300.001,779,750.00Kawat Beton (Bendrat)Kg2.250017,500.0039,375.00Semen Type I @ 50 KgKg336.00001,250.00420,000.00Pasir BetonM0.540078,750.0042,525.00Koral BetonM0.8100120,000.0097,200.00Kayu Kelas IIM0.12002,200,000.00264,000.00Plywood 9 mmLembar2.800093,000.00260,400.00Kayu DolkenBatang32.00007,500.00240,000.00Tenaga KerjaPekerjaOh5.300052,250.00276,925.00Tukang BatuOh0.275065,000.0017,875.00Tukang KayuOh1.300065,000.0084,500.00Tukang BesiOh1.050065,000.0068,250.00Kepala TukangOh0.265070,000.0018,550.00MandorOh0.265065,000.0017,225.00Jumlah Biaya0.0BT. 3.33Membuat 1 M Dinding Beton Bertulang (150 Kg Besi + Begisting)KebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanKayu Kelas IIIM0.24001,750,000.00420,000.00Paku 3 - 7 CmKg3.20000.00.0Minyak BegistingLiter1.600012,500.0020,000.00Besi Beton KsKg157.500011,300.001,779,750.00Kawat Beton (Bendrat)Kg2.250017,500.0039,375.00Semen Type I @ 50 KgKg336.00001,250.00420,000.00Pasir BetonM0.540078,750.0042,525.00Koral BetonM0.8100120,000.0097,200.00Kayu Kelas IIM0.16002,200,000.00352,000.00Plywood 9 mmLembar2.800093,000.00260,400.00Kayu DolkenBatang24.00007,500.00180,000.00Tenaga KerjaPekerjaOh5.300052,250.00276,925.00Tukang BatuOh0.275065,000.0017,875.00Tukang KayuOh1.300065,000.0084,500.00Tukang BesiOh1.050065,000.0068,250.00Kepala TukangOh0.262070,000.0018,340.00MandorOh0.265065,000.0017,225.00Jumlah Biaya0.0BT. 3.34Membuat 1 M Dinding Beton Bertulang (200 Kg Besi + Begisting)KebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanKayu Kelas IIIM0.25001,750,000.00437,500.00Paku 3 - 7 CmKg3.00000.00.0Minyak BegistingLiter1.200012,500.0015,000.00Besi Beton KsKg210.000011,300.002,373,000.00Kawat Beton (Bendrat)Kg3.000017,500.0052,500.00Semen Type I @ 50 KgKg336.00001,250.00420,000.00Pasir BetonM0.540078,750.0042,525.00Koral BetonM0.8100120,000.0097,200.00Kayu Kelas IIM0.10502,200,000.00231,000.00Plywood 9 mmLembar2.500093,000.00232,500.00Kayu DolkenBatang14.00007,500.00105,000.00Tenaga KerjaPekerjaOh5.650052,250.00295,212.50Tukang BatuOh0.275065,000.0017,875.00Tukang KayuOh1.560065,000.00101,400.00Tukang BesiOh1.400065,000.0091,000.00Kepala TukangOh0.323070,000.0022,610.00MandorOh0.283065,000.0018,395.00Jumlah Biaya0.0BT. 3.35Membuat 1 M' Kolom Praktis Beton Bertulang (11 Cm X 11 Cm))KebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanKayu Kelas IIIM0.00201,750,000.003,500.00Paku 3 - 7 CmKg0.01000.00.0Minyak BegistingLiter1.200012,500.0015,000.00Besi Beton KSKg3.000011,300.0033,900.00Kawat Beton (Bendrat)Kg0.450017,500.007,875.00Semen Type I @ 50 KgKg4.00001,250.005,000.00Pasir BetonM0.006078,750.00472.50Koral BetonM0.0090120,000.001,080.00Tenaga KerjaPekerjaOh1.180052,250.0061,655.00Tukang BatuOh0.020065,000.001,300.00Tukang KayuOh0.020065,000.001,300.00Tukang BesiOh0.020065,000.001,300.00Kepala TukangOh0.006070,000.00420.00MandorOh0.009065,000.00585.00Jumlah Biaya0.0BT. 3.35Membuat 1 M' Kolom Praktis Beton Bertulang (10 Cm X 15 Cm))KebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanKayu Kelas IIIM0.00301,750,000.005,250.00Paku 3 - 7 CmKg0.02000.00.0Minyak BegistingLiter1.220012,500.0015,250.00Besi Beton KsKg3.600011,300.0040,680.00Kawat Beton (Bendrat)Kg0.050017,500.00875.00Semen Type I @ 50 KgKg5.50001,250.006,875.00Pasir BetonM0.009078,750.00708.75Koral BetonM0.0150120,000.001,800.00Tenaga KerjaPekerjaOh0.297052,250.0015,518.25Tukang BatuOh0.033065,000.002,145.00Tukang KayuOh0.033065,000.002,145.00Tukang BesiOh0.033065,000.002,145.00Kepala TukangOh0.010070,000.00700.00MandorOh0.015065,000.00975.00Jumlah Biaya0.04Penetapan Indeks Harga Satuan Pekerjaan "DINDING"DDG. 4.1Membuat 1 M Dinding Bata Merah (5x11x22) Cm, Pasangan 1 Bata, Adukan 1:2KebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanBatu BataBuah140.0000640.0089,600.00Semen Type I @ 50 KgKg43.50001,250.0054,375.00Pasir PasangM0.080078,750.006,300.00Tenaga KerjaPekerjaOh0.600052,250.0031,350.00Tukang BatuOh0.200065,000.0013,000.00Kepala TukangOh0.020070,000.001,400.00MandorOh0.030065,000.001,950.00Jumlah Biaya197,975.00DDG. 4.2Membuat 1 M Dinding Bata Merah (5x11x22) Cm, Pasangan 1 Bata, Adukan 1:3KebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanBatu BataBuah140.0000640.0089,600.00Semen Type I @ 50 KgKg32.95001,250.0041,187.50Pasir PasangM0.091078,750.007,166.25Tenaga KerjaPekerjaOh0.600052,250.0031,350.00Tukang BatuOh0.200065,000.0013,000.00Kepala TukangOh0.020070,000.001,400.00MandorOh0.030065,000.001,950.00Jumlah Biaya185,653.75DDG. 4.3Membuat 1 M Dinding Bata Merah (5x11x22) Cm, Pasangan 1 Bata, Adukan 1:4KebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanBatu BataBuah140.0000640.0089,600.00Semen Type I @ 50 KgKg26.55001,250.0033,187.50Pasir PasangM0.093078,750.007,323.75Tenaga KerjaPekerjaOh0.600052,250.0031,350.00Tukang BatuOh0.200065,000.0013,000.00Kepala TukangOh0.020070,000.001,400.00MandorOh0.030065,000.001,950.00Jumlah Biaya177,811.25DDG. 4.4Membuat 1 M Dinding Bata Merah (5x11x22) Cm, Pasangan 1 Bata, Adukan 1:5KebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanBatu BataBuah140.0000640.0089,600.00Semen Type I @ 50 KgKg22.20001,250.0027,750.00Pasir PasangM0.102078,750.008,032.50Tenaga KerjaPekerjaOh0.600052,250.0031,350.00Tukang BatuOh0.200065,000.0013,000.00Kepala TukangOh0.020070,000.001,400.00MandorOh0.030065,000.001,950.00Jumlah Biaya173,082.50DDG. 4.5Membuat 1 M Dinding Bata Merah (5x11x22) Cm, Pasangan 1 Bata, Adukan 1:6KebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanBatu BataBuah140.0000640.0089,600.00Semen Type I @ 50 KgKg18.50001,250.0023,125.00Pasir PasangM0.122078,750.009,607.50Tenaga KerjaPekerjaOh0.600052,250.0031,350.00Tukang BatuOh0.200065,000.0013,000.00Kepala TukangOh0.020070,000.001,400.00MandorOh0.030065,000.001,950.00Jumlah Biaya170,032.50DDG. 4.6Membuat 1 M Dinding Bata Merah (5x11x22) Cm, Pasangan 1 Bata, Campuran 1 PC: 3 KP: 10 PPKebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanBatu BataBuah140.0000640.0089,600.00Semen Type I @ 50 KgKg10.08001,250.0012,600.00Pasir PasangM0.092578,750.007,284.38Kapur PadamM0.0275450,000.0012,375.00Tenaga KerjaPekerjaOh0.600052,250.0031,350.00Tukang BatuOh0.200065,000.0013,000.00Kepala TukangOh0.020070,000.001,400.00MandorOh0.030065,000.001,950.00Jumlah Biaya169,559.38DDG. 4.7Membuat 1 M Dinding Bata Merah (5x11x22) Cm, Pasangan Bata, Adukan 1:2KebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanBatu BataBuah70.0000640.0044,800.00Semen Type I @ 50 KgKg18.95001,250.0023,687.50Pasir PasangM0.038078,750.002,992.50Tenaga KerjaPekerjaOh0.300052,250.0015,675.00Tukang BatuOh0.100065,000.006,500.00Kepala TukangOh0.010070,000.00700.00MandorOh0.015065,000.00975.00Jumlah Biaya95,330.00DDG. 4.8Membuat 1 M Dinding Bata Merah (5x11x22) Cm, Pasangan Bata, Adukan 1:3KebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanBatu BataBuah70.0000640.0044,800.00Semen Type I @ 50 KgKg14.37001,250.0017,962.50Pasir PasangM0.040078,750.003,150.00Tenaga KerjaPekerjaOh0.300052,250.0015,675.00Tukang BatuOh0.100065,000.006,500.00Kepala TukangOh0.010070,000.00700.00MandorOh0.015065,000.00975.00Jumlah Biaya89,762.50DDG. 4.9Membuat 1 M Dinding Bata Merah (5x11x22) Cm, Pasangan Bata, Adukan 1:4KebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanBatu bataBuah70.0000640.0044,800.00Semen Type I @ 50 KgKg11.50001,250.0014,375.00Pasir PasangM0.043078,750.003,386.25Tenaga KerjaPekerjaOh0.300052,250.0015,675.00Tukang BatuOh0.100065,000.006,500.00Kepala TukangOh0.010070,000.00700.00MandorOh0.015065,000.00975.00Jumlah Biaya86,411.25DDG. 4.10Membuat 1 M Dinding Bata Merah (5x11x22) Cm, Pasangan Bata, Adukan 1:5KebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanBatu BataBuah70.0000640.0044,800.00Semen Type I @ 50 KgKg9.68001,250.0012,100.00Pasir PasangM0.045078,750.003,543.75Tenaga KerjaPekerjaOh0.300052,250.0015,675.00Tukang BatuOh0.100065,000.006,500.00Kepala TukangOh0.010070,000.00700.00MandorOh0.015065,000.00975.00Jumlah Biaya84,293.75DDG. 4.11Membuat 1 M Dinding Bata Merah (5x11x22) Cm, Pasangan Bata, Adukan 1:6KebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanBatu BataBuah70.0000640.0044,800.00Semen Type I @ 50 KgKg8.32001,250.0010,400.00Pasir PasangM0.049078,750.003,858.75Tenaga KerjaPekerjaOh0.300052,250.0015,675.00Tukang BatuOh0.100065,000.006,500.00Kepala TukangOh0.010070,000.00700.00MandorOh0.015065,000.00975.00Jumlah Biaya82,908.75DDG. 4.12Membuat 1 M Dinding Bata Merah (5x11x22) Cm, Pasangan Bata, Adukan 1:8KebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanBatu BataBuah70.0000640.0044,800.00Semen Type I @ 50 KgKg6.50001,250.008,125.00Pasir PasangM0.050078,750.003,937.50Tenaga KerjaPekerjaOh0.300052,250.0015,675.00Tukang BatuOh0.100065,000.006,500.00Kepala TukangOh0.010070,000.00700.00MandorOh0.015065,000.00975.00Jumlah Biaya80,712.50DDG. 4.13Membuat 1 M Dinding Bata Merah (5x11x22) Cm, Pasangan Bata, Campuran 1 PC: 3 KP: 10 PPKebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanBatu BataBuah70.0000640.0044,800.00Semen Type I @ 50 KgKg4.50001,250.005,625.00Pasir PasangM0.050078,750.003,937.50Kapur PadamM0.0150450,000.006,750.00Tenaga KerjaPekerjaOh0.300052,250.0015,675.00Tukang BatuOh0.100065,000.006,500.00Kepala TukangOh0.010070,000.00700.00MandorOh0.015065,000.00975.00Jumlah Biaya84,962.50DDG. 4.14Membuat 1 M Dinding Bata Merah (5x11x22) Cm, Pasangan Bata, Campuran 1 KP: 1 SM: 1 PPKebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanBatu BataBuah70.0000640.0044,800.00Semen WarnaKg0.01801,900.0034.20Pasir PasangM0.018078,750.001,417.50Kapur PadamM0.0180450,000.008,100.00Tenaga KerjaPekerjaOh0.300052,250.0015,675.00Tukang BatuOh0.100065,000.006,500.00Kepala TukangOh0.010070,000.00700.00MandorOh0.015065,000.00975.00Jumlah Biaya78,201.70DDG. 4.15Membuat 1 M Dinding Bata Merah (5x11x22) Cm, Pasangan Bata, Campuran 1 KP: 1 SM: 2 PPKebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanBatu BataBuah70.0000640.0044,800.00Semen WarnaKg0.01401,900.0026.60Pasir PasangM0.028078,750.002,205.00Kapur PadamM0.0140450,000.006,300.00Tenaga KerjaPekerjaOh0.300052,250.0015,675.00Tukang BatuOh0.100065,000.006,500.00Kepala TukangOh0.010070,000.00700.00MandorOh0.015065,000.00975.00Jumlah Biaya77,181.60DDG. 4.16Membuat 1 M Dinding Hollow Block (HB) 20, Adukan 1: 3KebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanHololow Block 20Buah12.500065,000.00812,500.00Semen Type I @ 50 KgKg30.32001,250.0037,900.00Pasir PasangM0.728078,750.0057,330.00Besi Beton KSKg0.280011,300.003,164.00Tenaga KerjaPekerjaOh0.300052,250.0015,675.00Tukang BatuOh0.150065,000.009,750.00Kepala TukangOh0.015070,000.001,050.00MandorOh0.015065,000.00975.00Jumlah Biaya938,344.00DDG. 4.17Membuat 1 M Dinding Hollow Block (HB) 20, Adukan 1: 4KebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanHololow Block 20Buah12.500065,000.00812,500.00Semen Type I @ 50 KgKg24.26001,250.0030,325.00Pasir PasangM0.772078,750.0060,795.00Besi Beton KSKg0.280011,300.003,164.00Tenaga KerjaPekerjaOh0.300052,250.0015,675.00Tukang BatuOh0.150065,000.009,750.00Kepala TukangOh0.015070,000.001,050.00MandorOh0.015065,000.00975.00Jumlah Biaya934,234.00DDG. 4.18Membuat 1 M Dinding Hollow Block (HB) 15, Adukan 1: 3KebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanHololow Block 15Buah12.500055,000.00687,500.00Semen Type I @ 50 KgKg22.74001,250.0028,425.00Pasir PasangM0.550078,750.0043,312.50Besi Beton KSKg0.280011,300.003,164.00Tenaga KerjaPekerjaOh0.360052,250.0018,810.00Tukang BatuOh0.120065,000.007,800.00Kepala TukangOh0.012070,000.00840.00MandorOh0.018065,000.001,170.00Jumlah Biaya791,021.50DDG. 4.19Membuat 1 M Dinding Hollow Block (HB) 15, Adukan 1: 4KebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanHololow Block 15Buah12.500055,000.00687,500.00Semen Type I @ 50 KgKg18.20001,250.0022,750.00Pasir PasangM0.582078,750.0045,832.50Besi Beton KSKg0.280011,300.003,164.00Tenaga KerjaPekerjaOh0.360052,250.0018,810.00Tukang BatuOh0.120065,000.007,800.00Kepala TukangOh0.012070,000.00840.00MandorOh0.018065,000.001,170.00Jumlah Biaya787,866.50DDG. 4.20Membuat 1 M Dinding Hollow Block (HB) 10, Adukan 1: 3KebutuhanSatuanIndeksHarga Bahan/Upah (Rp)Jumlah (Rp)BahanHololow Block 10Buah12.500045,000.00562,500.00Semen Type I @ 50 KgKg15.16001,250.0018,950.00Pasir PasangM0.364078,750.0028,665.00Besi Beton KSKg0.280011,300.003,164.00Tenaga KerjaPekerjaOh0.300052