Sheet1RAB - RUMAH LEBAR - 8MSTRUKTURNoKeteranganQtyUnitUpahMaterialJumlah1Bedeng1lotRpAPEKERJAAN LANTAI - 11Bouplank Material + Upah1lot520,000520,000

Pondasi P-1 (90x90) , 6 Unit1Galian Tanah = 1,4 m3+Upah Rp45000,-/m,3 8,4m3378,0000.0378,0002Pasir Urug T:10 cm + Upah Rp20000,-/m30,73m314,60087,600102,2003Lantai Kerja +Upah Rp6000,- /m27,26m243,500179,300222,8004Bekisting 2 Unit, 2xpakai+Upah Rp14000/m'2unit50,50099,000149,5005Beton Pondasi + Upah Rp40000,-/m31,21m348,4001,067,3001,291,400`6Besi D12 mm = 128 kg+Upah Rp1250/kg 12btg160,0001,216,0001,376,0007Kawat Beton , Rp12500,-/kg1,5kg0.018,75018,750

Pondasi P-2 (120x120) , 7 Unit1Galian Tanah (2,75m3x7)+Upah Rp45000/m319,25m3866,5000.0866,5002Pasir Urug T:10 cm + Upah Rp20000/m31,4m328,000168,000196,0003Lantai Kerja + Upah Rp6000,- /m213,72m282,300338,900421,2004Bekisting 2 Unit, 2xpakai+Upah Rp14000/m'2unit67,200142,000209,2005Beton Pondasi+ Upah Rp40000/m3)2,5m3100,000935,0002,337,5006Besi D12 mm = 299 kg /Upah Rp1250/Kg28btg373,8002,840,5003,214,3007Kawat Beton , Rp12500,-/kg4kg0.00.050,000

Pondasi P-3 (120x180) , 1 Unit1Galian Tanah + Upah Rp45000,-/m34m3180,0000.0180,0002Pasir urug T:10 cm + Upah Rp20000,-/m30,28m35,60033,60039,2003Lantai Kerja + Upah Rp6000,- /m22,8m216,80069,50086,3004Bekisting 1 Unit, 1x pakai 1m284,000175,000259,0005Beton Pondasi0,72m328,800768,500797,3006Besi D12 mm = 48 kg +Upah Rp1250,-6btg60,000456,000516,0007Kawat Beton , Rp12500,-/kg1kg0.012,50012,500

EPONDASI BATU KALI , L = 55 M'1Galian Tanah + Upah Rp 45000/m352m32,340,0000.02,340,0002Pasir urug T:10 cm + Upah Rp20000,-/m34m380,000480,000560,0003Pasangan Batu Kali + Upah Rp70000,-/m312m3840,0005,863,2006,703,2004Urugan Kembali + Upah Rp20000,-33m3660,0000.0660,000

SLOOF (20x30) L= 55 M' 1Bekisting {(0,3x16m')x2=32m'} x 3 pakai40m'448,000812,0001,260,0002Beton + Upah Rp40000,-/m33,3m3132,0003,522,0003,654,0003Besi Utama D-13 , 375 kg+ Upah Rp1250,-/kg30btg468,8003,562,5004,031,3004Ring D8 , L=0,8 m x 21 bh x7 Unit = 104 kg22btg130,000988,0001,118,0005Kawat Beton , Rp12500,-/kg7kg0.087,50087,500

KOLOM (C-1) 15/30 CM, H : 4,75 M , 7 Unit1Bekisting 2 Unit x 3 pakai2unit196,000416,000612,0002Beton + Upah Rp4 0000,- /m31,4m356,0001,494,5001,550,5003Besi Stek D-13, (L = 2 Mx8) x7 Unit = 125 kg10btg15,6501,187,5001,203,1504Besi Pokok D-13, (L = 4,6 mx8)x7 Bh = 287 kg23btg358,7502,726,5003,085,2505Ring D8 , L=0,8 m x 21 bh x7 Unit = 47 kg10btg58,750446,500505,2506Kawat Beton , Rp12500,-/kg7kg0.087,50087,500

KOLOM (C-2) 15/10 /25CM, H : 4,75 M , 5 Unit1Bekisting 2 Unit x 3 pakai2unit286,000752,0001,038,0002Beton + Upah Rp40000,./m31.25m3125,0001,334,5001,459,5003Besi Stek D-13, ( L =2 Mx 8)x 5Unit =87 kg7btg108,750826,500935,2504Besi Utama D-13, (L = 4,6Mx8)x7Unit =200kg16btg250,0001,900,0002,150,0005Ring D8 , L=1,32 m x 21 bh x5 Unit = 57 kg12btg71,250541,500612,7506Kawat Beton , Rp12500,-/kg5kg0.062,50062,500

KOLOM (C-3) 25/25 CM, H : 4,75 M , 2 Unit1Bekisting, 1 unit 2x pakai1unit336,000804,0001,140,0002Beton + Upah Rp40000,- /m30,50m360,8005,333,7005,394,5003Besi Stek D-13, ( L = 2 M x 8 )x 2Unit = 37 kg3btg46,250351,500397,7504Besi Utama D-13, (L = 4,6Mx 8)x2Unit =14 kg6btg17,500133,000150,5005Ring D8 , L=0,86 m x 21 bh x2 Unit = 14 kg3btg17,500133,000150,5006Kawat Beton , Rp12500,-/kg7kg0.087,50087,500

TANGGA 1 UNIT1Bekisting Ex Bekisting Lantai+Upah Rp35000,-8,2m2287,0000.0287,0002Beton + Upah Rp40000,- /m31,52m360,8001,622,3001,683,1003Besi D-8 = 50 btg + Upah Rp1250,-236kg295,0002,242,0002,537,0004Kawat Beton , Rp12500,-/kg4kg0.050,00050,000

BPEKERJAAN LANTAI - 2BALOK LANTAI-2 (20x30), L=63,5 M'1Perancah Ikut, Perancah Lantaim20.00.00.02Bekisting, Material Papan63,5m22,222,5002,772,0004,994,5003Beton + Upah Rp40000,- /m33,51m3140,4003,746,2503,886,6504Besi Pokok D13, =45 btg = 562 kg45btg702,5005,339,0006,041,5005Kawat Beton , Rp12500,-/kg9kg0.0112,500112,500`

PELAT LANTAI T:120 CM, LUAS = 44,63 M21Perancah + Upah Rp7500,-44,63m2334,7504,465,0004,799,7502Bekisting Multiplek 9 mm + Upah Rp35000,-44,63m21,562,0002,772,0004,334,0003Pelat Beton T:12 cm + Upah Rp40000,-5,35m3214,0005,710,0005,924,0004Besi Beton D8 = 583kg+Upah Rp1250,-123btg153,7501,168,5001,322,2505Kawat Beton , Rp12500,-/kg9kg0.0112,500112,500`

CANOPY BALKON T:10 CM, LUAS=5,83 M21Perancah + Upah Rp7500,-5,83m243,7500.043,7502Bekisting Multiplek 9 mm + Upah Rp35000,-5,83m2204,0000.0204,0003Pelat Beton T:10 cm + Upah0,853m334,500910,500945,0004Besi Beton D8-150 = 81 kg + Upah Rp1250,-17btg101,250769,500870,7505Kawat Beton , Rp12500,-/kg1,5kg0.018,80018,800

CANOPY JENDELA T:10 CM, LUAS= 3,5 M21Perancah + Upah Rp7500,-3.5m226,2500.026,2502Bekisting Multiplek 9 mm + Upah Rp35000,-3.5m2122,5000.0609,3003Pelat Beton T:10 cm0.35m314,000374,000388,000 4Besi Beton D8-150,=33kg+Upah Rp1250,-7btg41,250313,500354,7505Kawat Beton , Rp12500,-/kg0.5kg0.06,2506,250Jumlah16,251,20075,565,45093,831,650

Keterangan :1Beton Campuran 1:2:3 /m3 Rp 1.067.300 ,-2Besi Beton / Kg Rp 9500 ,-3Kayu / m3 Rp 2.250.000 ,-4Pasir Urug / m3 Rp 120.000 ,-5Pasir Pasang / m3 Rp 180.000 ,-6Split /m3 Rp 180.000,-7Batu Belah /m3 Rp 180.000,-8Semen 40 kg / sak Rp 50.000 ,-

ARSITEKTURLantai (1) , Luas = 54,3 m2NoKeteranganQtyUnitUpahMaterialJumlah1Pasangan Bata + Ongkos Rp 13500/m2105m21,417,5006,142,5007,560,0002Kolom Praktis31,5m'40,0001,260,0003Kolom Struktur Canopy10,5m24Plesteran T:2 cm + Ongkos Rp13000,-284,5m23,698,5004,950,4008,648,9005Acian + Ongk, RP6500,-284,5m21,849,3001,138,0002,987,3006Pintu ( P-1)2unit7Pintu ( P-2)1unit8Pintu PVC (P-1')1unit9Jendela Aluminium (J-1a)1unit10Jendela Aluminium (J1-b)1unit11Jendela Aluminium (J-3)1unit12Jendela Aluminium (J-4)1unit13Boven Light Aluminium (BV)1unit14Plafon Gypsum60m280,0004,800,00015Lis Plafon Gypsum70,5m216Cat Plafon m'17Cat Dinding Luarm218Cat Dinding Dalamm219Keramik Lantai ( 60x60 cm )60m2182,55020Keramik Lantai Toilet ( 20x20 cm )60m221Keramik Dinding Toilet (20x25 cm )m222KeramIK Tanggam223Kuku Macanbh23Railing Tanggam'24Rangka Atap Overstek8,75m2125,0001,093,75025Atap Overstek8,75m226Plafon GRC Overstek8,5m280,000468,00027Lis Plafon Kayu42m228Facia8m'

Lantai (2) , Luas = 53 m2NoKeteranganQtyUnitHarga SatuanJumlah1Pasangan Bata 170m2124,00021,080,0002Kolom Praktis40,5m'40,0001,620,0003Kolom Struktur Kanopy64m'4Plasteran T:2 cm 347m229,80010,340,6005Acian347m213,5004,684,5006Pintu & Jendela ( PJ-1)1unit7Pintu & Jendela ( PJ-2)1unit8Pintu ( P-1)2unit9Pintu PVC (P-1')1unit10Jendela Aluminium (J-1a)1unit11Jendela Aluminium (J1-b)1unit12Jendela Aluminium (J-3)1unit13Jendela Aluminium (J-4)1unit14Boven Light Aluminium (BV)1unit15Plafon Gypsum53m280,0004,240,00016Lis Plafon Gypsum53m217Cat Dinding Luarm218Cat Dinding Dalamm219Keramik Lantai ( 60x60 cm )m220Keramik Lantai Toilet ( 20x20 cm )m221Keramik Dinding Toilet (20x25 cm )m222Rangka Atap Baja Ringan75,3m2125,0009,412,50023Atap75,3m224Plafon Overstek15,7m280,0001,256,00025Lis Plafon Kayu42m'26Facia 8m'

INSTALASI LISTRIKLantai (1)NoKeteranganQtyUnitUpahMaterialJumlah1Meteran PLN1unit2Panel MCB1unit3Instal Lampu +Ongk Rp55000,.8titik440,0001,600,0004Instal Lampu Taman1titik55,000200,0005Instal Sakalar + ongk. Rp55000,-5titik275,0001,000,0006Instal TV Kabel 1titik7Instalkabel Tlp.1titik

Pekerjaan External1Parkir Area170m22Kansteenm'3Saluranm3

Sheet1 (2)RAB - RUMAH LEBAR - 8MSTRUKTURNoKeteranganQtyUnitUpahMaterialJumlah1Bedeng1lotRpAPEKERJAAN LANTAI - 11Bouplank Material + Upah1lot520,000520,000

Pondasi P-1 (90x90) , 6 Unit1Galian Tanah = 1,4 m3+Upah Rp45000,-/m,3 8,4m3378,0000.0378,0002Pasir Urug T:10 cm + Upah Rp20000,-/m30,73m314,60087,600102,2003Lantai Kerja +Upah Rp6000,- /m27,26m243,500179,300222,8004Bekisting 2 Unit, 2xpakai+Upah Rp14000/m'2unit50,50099,000149,5005Beton Pondasi + Upah Rp40000,-/m31,21m348,4001,067,3001,291,400`6Besi D12 mm = 128 kg+Upah Rp1250/kg 12btg160,0001,216,0001,376,0007Kawat Beton , Rp12500,-/kg1,5kg0.018,75018,750

Pondasi P-2 (120x120) , 7 Unit1Galian Tanah (2,75m3x7)+Upah Rp45000/m319,25m3866,5000.0866,5002Pasir Urug T:10 cm + Upah Rp20000/m31,4m328,000168,000196,0003Lantai Kerja + Upah Rp6000,- /m213,72m282,300338,900421,2004Bekisting 2 Unit, 2xpakai+Upah Rp14000/m'2unit67,200142,000209,2005Beton Pondasi+ Upah Rp40000/m3)2,5m3100,000935,0002,337,5006Besi D12 mm = 299 kg /Upah Rp1250/Kg28btg373,8002,840,5003,214,3007Kawat Beton , Rp12500,-/kg4kg0.00.050,000

Pondasi P-3 (120x180) , 1 Unit1Galian Tanah + Upah Rp45000,-/m34m3180,0000.0180,0002Pasir urug T:10 cm + Upah Rp20000,-/m30,28m35,60033,60039,2003Lantai Kerja + Upah Rp6000,- /m22,8m216,80069,50086,3004Bekisting 1 Unit, 1x pakai 1m284,000175,000259,0005Beton Pondasi0,72m328,800768,500797,3006Besi D12 mm = 48 kg +Upah Rp1250,-6btg60,000456,000516,0007Kawat Beton , Rp12500,-/kg1kg0.012,50012,500

EPONDASI BATU KALI , L = 55 M'1Galian Tanah + Upah Rp 45000/m352m32,340,0000.02,340,0002Pasir urug T:10 cm + Upah Rp20000,-/m34m380,000480,000560,0003Pasangan Batu Kali + Upah Rp70000,-/m312m3840,0005,863,2006,703,2004Urugan Kembali + Upah Rp20000,-33m3660,0000.0660,000

SLOOF (20x30) L= 55 M' 1Bekisting {(0,3x16m')x2=32m'} x 3 pakai40m'448,000812,0001,260,0002Beton + Upah Rp40000,-/m33,3m3132,0003,522,0003,654,0003Besi Utama D-13 , 375 kg+ Upah Rp1250,-/kg30btg468,8003,562,5004,031,3004Ring D8 , L=0,8 m x 21 bh x7 Unit = 104 kg22btg130,000988,0001,118,0005Kawat Beton , Rp12500,-/kg7kg0.087,50087,500

KOLOM (C-1) 15/30 CM, H : 4,75 M , 7 Unit1Bekisting 2 Unit x 3 pakai2unit196,000416,000612,0002Beton + Upah Rp4 0000,- /m31,4m356,0001,494,5001,550,5003Besi Stek D-13, (L = 2 Mx8) x7 Unit = 125 kg10btg15,6501,187,5001,203,1504Besi Pokok D-13, (L = 4,6 mx8)x7 Bh = 287 kg23btg358,7502,726,5003,085,2505Ring D8 , L=0,8 m x 21 bh x7 Unit = 47 kg10btg58,750446,500505,2506Kawat Beton , Rp12500,-/kg7kg0.087,50087,500

KOLOM (C-2) 15/10 /25CM, H : 4,75 M , 5 Unit1Bekisting 2 Unit x 3 pakai2unit286,000752,0001,038,0002Beton + Upah Rp40000,./m31.25m3125,0001,334,5001,459,5003Besi Stek D-13, ( L =2 Mx 8)x 5Unit =87 kg7btg108,750826,500935,2504Besi Utama D-13, (L = 4,6Mx8)x7Unit =200kg16btg250,0001,900,0002,150,0005Ring D8 , L=1,32 m x 21 bh x5 Unit = 57 kg12btg71,250541,500612,7506Kawat Beton , Rp12500,-/kg5kg0.062,50062,500

KOLOM (C-3) 25/25 CM, H : 4,75 M , 2 Unit1Bekisting, 1 unit 2x pakai1unit336,000804,0001,140,0002Beton + Upah Rp40000,- /m30,50m360,8005,333,7005,394,5003Besi Stek D-13, ( L = 2 M x 8 )x 2Unit = 37 kg3btg46,250351,500397,7504Besi Utama D-13, (L = 4,6Mx 8)x2Unit =14 kg6btg17,500133,000150,5005Ring D8 , L=0,86 m x 21 bh x2 Unit = 14 kg3btg17,500133,000150,5006Kawat Beton , Rp12500,-/kg7kg0.087,50087,500

TANGGA 1 UNIT1Bekisting Ex Bekisting Lantai+Upah Rp35000,-8,2m2287,0000.0287,0002Beton + Upah Rp40000,- /m31,52m360,8001,622,3001,683,1003Besi D-8 = 50 btg + Upah Rp1250,-236kg295,0002,242,0002,537,0004Kawat Beton , Rp12500,-/kg4kg0.050,00050,000

BPEKERJAAN LANTAI - 2BALOK LANTAI-2 (20x30), L=63,5 M'1Perancah Ikut, Perancah Lantaim20.00.00.02Bekisting, Material Papan63,5m22,222,5002,772,0004,994,5003Beton + Upah Rp40000,- /m33,51m3140,4003,746,2503,886,6504Besi Pokok D13, =45 btg = 562 kg45btg702,5005,339,0006,041,5005Kawat Beton , Rp12500,-/kg9kg0.0112,500112,500`

PELAT LANTAI T:120 CM, LUAS = 44,63 M21Perancah + Upah Rp7500,-44,63m2334,7504,465,0004,799,7502Bekisting Multiplek 9 mm + Upah Rp35000,-44,63m21,562,0002,772,0004,334,0003Pelat Beton T:12 cm + Upah Rp40000,-5,35m3214,0005,710,0005,924,0004Besi Beton D8 = 583kg+Upah Rp1250,-123btg153,7501,168,5001,322,2505Kawat Beton , Rp12500,-/kg9kg0.0112,500112,500`

CANOPY BALKON T:10 CM, LUAS=5,83 M21Perancah + Upah Rp7500,-5,83m243,7500.043,7502Bekisting Multiplek 9 mm + Upah Rp35000,-5,83m2204,0000.0204,0003Pelat Beton T:10 cm + Upah0,853m334,500910,500945,0004Besi Beton D8-150 = 81 kg + Upah Rp1250,-17btg101,250769,500870,7505Kawat Beton , Rp12500,-/kg1,5kg0.018,80018,800

CANOPY JENDELA T:10 CM, LUAS= 3,5 M21Perancah + Upah Rp7500,-3.5m226,2500.026,2502Bekisting Multiplek 9 mm + Upah Rp35000,-3.5m2122,5000.0609,3003Pelat Beton T:10 cm0.35m314,000374,000388,000 4Besi Beton D8-150,=33kg+Upah Rp1250,-7btg41,250313,500354,7505Kawat Beton , Rp12500,-/kg0.5kg0.06,2506,250Jumlah16,251,20075,565,45093,831,650

Keterangan :1Beton Campuran 1:2:3 /m3 Rp 1.067.300 ,-2Besi Beton / Kg Rp 9500 ,-3Kayu / m3 Rp 2.250.000 ,-4Pasir Urug / m3 Rp 120.000 ,-5Pasir Pasang / m3 Rp 180.000 ,-6Split /m3 Rp 180.000,-7Batu Belah /m3 Rp 180.000,-8Semen 40 kg / sak Rp 50.000 ,-

ARSITEKTURLantai (1) , Luas = 54,3 m2NoKeteranganQtyUnitUpahMaterialJumlah1Pasangan Bata + Ongkos Rp 13500/m2105m21,417,5006,142,5007,560,0002Kolom Praktis31,5m'40,0001,260,0003Kolom Struktur Canopy10,5m24Plesteran T:2 cm + Ongkos Rp13000,-284,5m23,698,5004,950,4008,648,9005Acian + Ongk, RP6500,-284,5m21,849,3001,138,0002,987,3006Pintu ( P-1)2unit7Pintu ( P-2)1unit8Pintu PVC (P-1')1unit9Jendela Aluminium (J-1a)1unit10Jendela Aluminium (J1-b)1unit11Jendela Aluminium (J-3)1unit12Jendela Aluminium (J-4)1unit13Boven Light Aluminium (BV)1unit14Plafon Gypsum60m280,0004,800,00015Lis Plafon Gypsum70,5m216Cat Plafon m'17Cat Dinding Luarm218Cat Dinding Dalamm219Keramik Lantai ( 60x60 cm )60m2182,55020Keramik Lantai Toilet ( 20x20 cm )60m221Keramik Dinding Toilet (20x25 cm )m222KeramIK Tanggam223Kuku Macanbh23Railing Tanggam'24Rangka Atap Overstek8,75m2125,0001,093,75025Atap Overstek8,75m226Plafon GRC Overstek8,5m280,000468,00027Lis Plafon Kayu42m228Facia8m'

Lantai (2) , Luas = 53 m2NoKeteranganQtyUnitHarga SatuanJumlah1Pasangan Bata 170m2124,00021,080,0002Kolom Praktis40,5m'40,0001,620,0003Kolom Struktur Kanopy64m'4Plasteran T:2 cm 347m229,80010,340,6005Acian347m213,5004,684,5006Pintu & Jendela ( PJ-1)1unit7Pintu & Jendela ( PJ-2)1unit8Pintu ( P-1)2unit9Pintu PVC (P-1')1unit10Jendela Aluminium (J-1a)1unit11Jendela Aluminium (J1-b)1unit12Jendela Aluminium (J-3)1unit13Jendela Aluminium (J-4)1unit14Boven Light Aluminium (BV)1unit15Plafon Gypsum53m280,0004,240,00016Lis Plafon Gypsum53m217Cat Dinding Luarm218Cat Dinding Dalamm219Keramik Lantai ( 60x60 cm )m220Keramik Lantai Toilet ( 20x20 cm )m221Keramik Dinding Toilet (20x25 cm )m222Rangka Atap Baja Ringan75,3m2125,0009,412,50023Atap75,3m224Plafon Overstek15,7m280,0001,256,00025Lis Plafon Kayu42m'26Facia 8m'

INSTALASI LISTRIKLantai (1)NoKeteranganQtyUnitUpahMaterialJumlah1Meteran PLN1unit2Panel MCB1unit3Instal Lampu +Ongk Rp55000,.8titik440,0001,600,0004Instal Lampu Taman1titik55,000200,0005Instal Sakalar + ongk. Rp55000,-5titik275,0001,000,0006Instal TV Kabel 1titik7Instalkabel Tlp.1titik

Pekerjaan External1Parkir Area170m22Kansteenm'3Saluranm3

Sheet2

Sheet3