Rab Rumah Type 36 Subsidi Excel – DAFTAR HARGA UPAH DAN BAHAN PROVINSI : ACEH PEKERJAAN : Pembangunan rumah type 36 LOKASI : Kota Subulussalam TAHUN : 2014 NO. KETERANGAN Harga (Rp) U P A H 1 Mandor 72.000,00 2 Tukang senior 90.000,00 3 Tukang Kayu 55.000,00 4 Tukang Batu 55.000,00 5 Tukang Besi 60.000,00 5.000,00 5.000 5,00 5.000 0 9 Pekerja 5 0 Profil baja ringan C 80X80 0,00 12 Batako 600,00 13 Ubin berongga/Bataco 3 , 800,00 14 Bak mandi 1, 749, 600,00 15 Bubungan bitumen selulosa 3,00 mm 62,000,00 16 Genteng keramik Palentong 12, 500,00 17 Besi beton halus 0 0 03 besi 0 7,0 Baja bejana stainless 505, 500,00 20 Atap Palentong 11, 8 00.00 21 Warna dasar 22, 500,00 22 Warna atas 21, 400,00 23 Warna meni 20 11 300,00 33 Penutup lantai 27 000,00 34 Ubin keramik 11, 900,0 35 Atap metal 48 000,00 0 6 x 02 mm 0 Super panel 9x1220x2420mm 215.000,00 38 IDJUK 10, 700,00 39 Jendela Nako 222, 600,00. 40 Kaca halus tebal 5 mm 86, 400,00 41 Kaca biasa tebal 10 mm 100 000,00 42 Kaca buram 12 mm 148 800,00 43 Kaca patri 132 000,00 44 Karang beton/pasak kayu 0000,00 cm 0100 cm 0100 cm.
LT : Catatan : Merupakan barang tambahanProfil baja ringan C 80 0M212Bata600.00Bh13Bata berongga / Bataco3, 800.00Bh14Bathtub1, 749, 600.00Bh15Sisir bitumen selulosa 3, 00mm60.
Rab Rumah Type 36 Subsidi Excel
LT : Catatan : Merupakan item tambahan untuk genteng keramik Palentong saat penutup21, 400,00 kg23 Menimaling20,000,00 kg24 Lukisan besi20,000,00 kg25 Lukisan cat minyak32, 400,00 kg26 Kapsul baja ringan18,000,007 kg z 8 – 1 0/400 cm30,000,00Btg29D kuping pemegang98 .011,0Bh0011. Lbr36 Papan Gypsum (120 x 240 x 9) mm62, 000.00Lbr37 Super panel 9x1220x2420mm215, 000.00Lbr38Ijuk10, 700.00Kg39 Jendela Nako222 , tebal 600 mm 600 mm 4 1Kaca biasa tebal 10 mm100,000. 00M 242 Kaca buram 12 mm148, 800 , 00M243 BUNDGLAS132 , 000.00 Beton M244KORALLE/Kies108, 000.00m345holz 5/72.000, 000.00M346 kayu kelas I (Seumantok/Unger/dll).) 3, 990.00m345holz. 000,00 Kayu cor M53 2,650,000,00 Bh57Kunci tanaman antik110,000.00Bh58 Kunci tanaman biasa75,000.00Bh59Kunci kamar mandi68, 000.00Bh60Slotted/bolt0900h,Bh60Slotted/bolt0900h Ker amiktoilet sesuai KIA1 ,26 3, Keramik 600,00Bh63 Kloset Jongkok setara KIA97,, 200.00bh64 ketuk “atau” 30.000.00bh 65windkrok11,700,00bh66 Flooringamics 40×40 cm H71 kerikil beton120.000,00 M372LIST POHON Kayu 0/02, 02, 02, 0, 0, 0, 0, 02 00,00.00.00 .00.00.00 .00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00. .00.00.00.00.00.00.00.00.00 .00.00.00.000.00Lt75 Cat minyak15, 600.00Lt76 Genteng metal30, 000.00Lbr77Pipa galvanis “10, 383.33M78 Pipa galvanis”16, 666.67M79Pipa galvanis 1″18, 483.33M80Pipa galvanis 1″22, 500.000M81E, pipa 0 inci, 0B pipa 0,00Bh83Pipa PVC 2″ 11, 500,00M84Pipa PVC 3″16, 200,00M85Pipa PVC 4″27, 000,00M86Pipa PVC 5″40,000 .00M 87Paku normal 2″ – 5″11, 600.00Kg88Paku normal 1/2″ – 0090kg ,0kg 0kg 0 paku ulir 3,000.00kg91 paku bingkai panjang 15 cm, 400.00kg92 pasir isi ulang, 800.00M393CON CTEMA-SAND108, 200.00-Sandflut97 Errholz 4 mm59, 400.00mmRe, 04.00L, 800.00L 000.0 0Ltr99Roster/ Terawang3, 800.00Bh100Screw350. 00Bh101 Semen portland 40 Kg35, 700.00Zak 102 Semen berwarna 40 Kg73, 440.00Zak 103 Batang seng 3″ – 5” 38, 000.00Lbr104 plat seng bjls 2853, 000.00Zak 1 00.00Lbr 100.00L 1000. 00L BJLS 3248 seng bergelombang, 200,00 1′ 0M 1’0M 1’0M 810, 000,00Bh115 Tirai vertikal125, 000,00M116 Wastafel427, 000,00Bh117 Pembuangan air + aksesori35, 000,00Bh
Contoh Rab Rumah 2 Lantai Beserta Cara Menghitungnya
Rekap Material Rekap PekerjaTotal1SNI 03-2835-2002 – 1 – b1 m Pagar sementara dari seng tinggi 2 meter240, 543.2514, 240.00254, 783.25 Bahan-Dolken-Kayu 8 – 10.2500p = 10.2500p cm10.2500. Rp37.500. 00-Semen Portland2.500KgxRp.892.50=Rp.2, 231.25-3″ – 5″ gelombang seng M3xRp. 108,000.00=Rp.972.00-Kayu 5/70.072M3xRp.2,000,000.00=Rp.144,000.00-Paku biasa 2″ – 5″0.060 KgxRp.11,600,000 t .9.000,00Jumlah (1)=NOK 240 0=Rp. 1, 800.00-Mandor0.020OhxRp.72, 000.00=Rp.1, 440.00Total ( 2)=Rp.14, 240.00 Total (1) + (2)=Rp.254,783.25Rekap Bahan RekapWor-208 1 – d1 m pengukuran dan pemasangan Bouwplank38, 232.006, 760.0044, 992, 00 material kayu 5/70.012M3XRP.2, 000, 000.00 = RP.24.000- Paku biasa 0″ – 01.000 NOK 0″ – 01.000 NOK 232.00-TRE BOUWPLANK 3/200.007M3XRP.2, 000.00 = RP.14, 000.00TOTAL (1) = RPP. .38, 232,00Pemberdayaan-Pekerja0,100OhxRp50,000,00 = Rp5,000,00-Tukang Kayu0,100OHXRP.55,000,00 = Rp5,500,00-Kepala sebesar 0,000RP. Rupiah e1 m2 Pembangunan kantor sementara, lantai diplester989, 213,50195, 600,001, 184, 813,50Bahan – Pasak kayu 8 – 10/400 cm1,250BtgxRp.30, 000,00,000,00,000,00,- Rp. 70,180M3xRp.2, 000,0 00,00=Rp ,360,000.00 – Paku biasa 0,850 kg x Rp 11, 600,00 = Rp 9, 860,00 – Besi Kg 1.000. 000BHXRP.600.00 = RP.18.000.00-BED PLATE0 .250LBRXR S.53, 000.00 = RP.13, 250.00-NAKO Window2.000BHXRP.222, 600.00.00 mm RP.86, 400.00 = RP.6, 912.00.00 mm RP.86, 400.00 = RP.6, 912 -Kunci tanaman biasa0. 150BhxRp.75, 000.00=Rp.11, 250.00-Kayu Lapis 4 mm0,060LbrxRp.59, 400.00=Rp.3, 564.00Total (1)=Rp.989, 213.00h,0h 100, 000,00-Zimmermann2,000OhxR S .55, 000.00=Rp.110, 000.00-Maurer =Rp.3, 600.00Jumlah (2)=Rp.195, 600.00Jumlah (1) + (2)=1Rp.5,8p. Rekap Bahan Recaptotal4SNI 03-2835-2002 -1 -H1 M Membersihkan Lapangan dan Leveling8, 600.008, 600.00Energy -Worker0.100ohxrp.50, 000.00 = rp.5.000.000.000Man = RP.3, 600.00total = Rp.5.000.000.000Man = RP.3, 600.00tal = rp.8, 000.000.000. 600,00 Material Recapworkerrecaptotal5Sni 03-2835-2002 – 2 – A1 m3 Penggalian Tanah Biasanya Kedalaman 1 meter22,880,0022,880,00 majikan0,4000OHXRP.0.000000.00.00.00.00.00.00.00.00.00.00.00.00.0 0.00.00.00.00.00.00.00 .00 .00=Rp . 0.00-Chief Builder0.000OhxRp.90, 000.00=Rp.0.00- Foreman0.040OhxRp.72, 000.00=Rp.2, 880.00Total =Rp.22, 880.00Rekap 80,00Rekap 3S0N 2 – b 1 M3 Penggalian Biasa 4 meter kedalaman30, 044.0030, 044.00Pemberdayaan-Pekerja0.526 OhxRp.50, 000.00=Rp.26, 300.00-Penggali 0.000OhxRp.55, 0Rp.000-Chief. 0,000 OhxRp90, 000,00=Rp. 0,00-Mandor 0,052OhxRp.72,000,00=Rp.3,744,00 Jumlah = Rp.30,044,00Rekap BahanPekerjaRekapTotal7SNI 03-2835-2002 – 2 – i1 M3 06,06m ,192 ohxrp.50,000,00 = Rp. 9, 600.00 excavator0.000 oHXRP.55, 000.00 = RP.0.00 head 0.000OHXRP.90, 000.00.00 processor0.019ohxrp.72, 000.00 = .0p 0 Material RecapWorkerRecapTotal8SNI 03 -2835-2002 – 2 – j1 M3 Hor t & Tanah Pemadatan51, 840.0028, 600.0080, 440.00Material Landfill1.200M3xRp.43, 200.00=R p.51, 840.000R Total.
Pekerja0.500OhxRp.50,000.00=Rp.25.000,00-Excavator 0.000OhxRp.55.000.00=Rp.0.00-Kepala Petani 00.00= 3 Rupee, 600.00 Jumlah = 28 Rp., 600.00 Jumlah (1) + (2) = 80, 440,009 Rp .20 0M3xRp. 90, 800,00=Rp.108, 960,00Jumlah (1)=Rp.108, 960,00Pekerja Pemberdayaan0,300OhxRp.50, 000,00=Rp15, 000,00-Penggali 0,000R,00000. Kepala Gadai 0 000OhxRp.90, 000.00=Rp.0.00-Mandor0.010OhxRp.72, 000.00=Rp.720.00Total (2)=Rp.15, 720.00Total (1) 10SNI 03 -2836-2002 – batu sungai gunung d1 M3 pondasi 1 pc : 3 Ps358, 107.00118, 800.00476, 907.00 Bahan batu belah 15/20 cm1, 100M3xRp. Semen portland 202.000K gxRp.892.50 =Rp.180, 285.00-Pasir Pai0.485M3xRp.97, 200.00=Rp.47, 142.00Total (1)=Rp.358, 107.00 Staf pekerja 1,000.00h,Rp.00h 00 – Tukang batu0. ,80 0,00 Jumlah (1) + (2) = Rp.476,907,00 Bahan Rekappekerjarekaptotal11sni 03-2836-2002-N1 M3 cm. 200M3xRp.118, 800,00 = Rp.142, 560,00-Urug-Pasir0.300M3xRp.90, 800.00=Rp.27, 240.00Jumlah (1)=Rp.169, 800.000.000 karyawan 0=Rp 0,39.000 Jumlah (2) =Rp .66, 768.00Jumlah (1) + (2) = RP.236, 568.00Bahan Recaplader Recaptotal12SNI 03-2837- 2002 – 1 – B1 M2 Dinding bata merah tebal 1 bata, 1 STK : 2 5909.7 . 7p.7,0.0p. (1)=Rp.130,599,75 pemberi kerja0,650OHXRP.50,000,00 = RP. 030OhxRp.72, 000.00=Rp.2, 160.00Jumlah (2)=Rp.47, 460.00Jumlah (1) + (2)=Rp.178, 059.7513SNI 03-2837-2002 M 1/2 batako, 1 pc : 2 Ps62.015OhxRp.72,000.00=Rp.1,080.00Jumlah (2)=Rp.23,480.00Jumlah (1) +.6S4 80,-800. 2837-2002 – 1 – k1 M2 Bata merah tebal 1/2 bata, 1 pc : 4 Ps56, 443.3523, 480.0079, 923.35 Bahan – Bata Merah 5 x 11 x 22 cmh70,000Campur . Semen 11.500Kg 00Jumlah (1) + (2)=Rp.79,923,3515SNI 03-2837-2002 – 2- b1 Plester M2 1 pc : 2 Ps, tebal 15 mm9,256,5020, 6,290,,50Bahan-Portland Semen8.520KgxRp.892.50=Rp.7, 604.10-par Pasir0.017M3xRp.97, 200.00=Rp.1, 652.40Total (1)=Rp.9, 256.50
Tenaga Kerja-Pekerja0,200OhxRp.50,000,00=Rp.10,000,00-Tukang p.72, 000,00=Rp.720,00Jumlah (2)=Rp.20,320,00Jumlah (1) + (2)=Rp .29 , 576.5016SNI 03 -2837-2002 – 2- d1 M2 gipsum 1Ps 6 pcs : 1 pc. ,585,0020, 320,0026, 905,00 Bahan-Semen Portland5,200KgxRp892,50=Rp4,641,00-Pasir pasang surut0,02M3xRp97,200,00=Rp
Tenaga Kerja-Pekerja0.200OhxRp.50,000.00=Rp.10,000.00-Tukang P.72, 000.00=Rp.720.00Jumlah (2)=Rp.20,320.00Jumlah (1) -3434-2002 – b1 M Perakitan pintu dan jendela rangka dari kayu golongan II3.720.000.001,491.600.005,211.600,00 Bahan – kayu golongan II, balok1.200M3xRp ,720.000,00Jumlah (1)=Rp.3 ,720.000,00
Download Denah Rumah Type 36 Lengkap Dwg
Pekerja-Pekerja6,000OhxRp.50,000.00=Rp.300,000.00-Tukang Kayu18,000OhxRp.55,000.00=Rp.990,000.00-Kepala2,000Oh.0p. man 0 xRp 72,000, 00 =Rp.21, 600,00Jumlah (2)= Rp.1, 491, 600,00Jumlah (1) + (2)=Rp5, 211, 600,0018Anl. Al21 M2 Merakit struktur rangka baja ringan, 000.00 = Rp.4, 800.00 – Sekrup khusus 2″ – 5″ 6000BhxRp.1, 100.00 = Rp.6, 600.00Total (1) = Rp.21, 8000 .
Tenaga Kerja Pekerja 0,100OhxRp50,000,00=Rp5,000,00-Tukang 0,200OhxRp55, 000,00=Rp11,000,00-Pekerja Utama 0,032OhxRp.000,000,009 0,03 2OhxRp72,000.0 0 0 = Rp 2.304,00 Jumlah (2) = Rp 21, 184,00 Jumlah (1) + (2) = Rp. , 00 x 1, 00) m, kayu kelas II38, 360,0028, 900,0067, 260,00Bahan kayu kelas II, balok0,012M3xRp.3, 100,000,00=Rp ,0067, paku 0-20″. 5 ” 0,100KgxRp. 11, 600,00=Rp.1, 160,00Jumlah (1)=Rp.38, 360,00
Kerja 0,150 Ohx Rp.50,
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