HRSHARGA SATUAN BAHANKabupaten Katingan Triwulan I 2009SatuanHargaGalian CHsd+Galian C+No.Material/Barang(Volume)SatuanPPN + OperheadKet.HargaDasar(4)+(5)+10%+10%=12345671Tanah urugM366,6671,00081,0006,6672Pasir UrugM366,6671,20081,2006,6673SirtuM373,3331,20089,2007,3334LateridM357,0001,20069,6005,7005Pasir Beton/PasangM376,6671,20093,2007,6676Koral Beton SplitM3327,6003,600396,72032,7607Kerikil SungaiM3224,6403,600273,16822,4648Batu kali/ Batu BelahM3280,0003,000339,00028,0009Baru Belah 10-15 cmM3340,0003,000411,00034,00010Baru Belah 7- 10 cmM3340,0003,000411,00034,00011Batu Pecah 3-5 cmM3340,0003,000411,00034,00012Batu Pecah 2-3 cmM3480,0003,600579,60048,00013Batu Pecah 1-2 cmM3480,0003,600579,60048,00014Batu Pecah 0,5-1 cmM3480,0003,600579,60048,00015Batu BataBh650508306516BatacoBh2,100502,57021017Paving StoneM2125,00050150,05012,50018ConblockBh10,0005012,0501,00019Beton KerawangBh3,900504,68039020Bata PressBh950501,1409521Semen PC ( Isi 40 Kg/Zak)Zak52,10055,2261,56322Semen PC ( Isi 50 Kg/Zak)Zak65,15068,2771,56423Semen PcKg1,3031,56413024SPKZak5,1206,14451225Semen MerahKg2,4002,88024026Semen PutihKg3,0003,60030027Kapur Pasang/Kapur PDAMKg2,7603,31227628Kapur SirihKg4,8005,76048029Besi Beton PolosKg13,00015,6001,30030Besi Beton UlirKg16,33319,6001,63331Baja SikuKg21,48625,7832,14932Kawat BetonKg14,00016,8001,40033Kawat Harmonika T=1M (1 Roll=25M)M'26,30031,5602,63034Kawat Duri (1 Roll=25 M)M'74,00088,8007,40035Ubin Abu-abu 20 x 20 cmBh1,6501,98016536Ubin Berwarna 20 x20 cmBh1,8202,18418237Ubin Teraso 30x30 cmBh3,3003,96033038Ubin Wapel 20x20 cmBh1,5801,89615839Porselin 11x11 cmBh9001,0809040Lis Keramik 5 x 20Lbr7,5009,00075041Lis Keramik 8x20Lbr9,00010,80090042Galss BlokBh23,50028,2002,35043Batu GeranitM2840,0001,008,00084,00044Batu TerasoM2300,000360,00030,00045Batu AlamM2114,000136,80011,40046Keramik Lokal 10x20 cmM244,00052,8004,40047Keramik Lokal 20x20 cmM246,00055,2004,60048Keramik Lokal 20x25 cmM251,00061,2005,10049Keramik Asia Putih 20/20 cmDos54,00064,8005,40050Keramik Asia Warna 20/20 cmDos66,00079,2006,60051Keramik Asia Putih 30/30 cmDos60,00072,0006,00052Keramik Asia Warna 30/30 cmDos72,00086,4007,20053Kerami Mozaik 30/30 cmDos108,000129,60010,80054Keramik Anti gores 60/60 cmDos250,000300,00025,00055Keramik Lokal 30/30 cmDos63,00075,6006,30056Keramik Lokal 40/40 cmDos67,80081,3606,78057Balok Kayu Kelas I Jati/Ulin dllM33,750,0004,500,000375,00058Papan Kayu Kelas I Jati/Ulin dllM34,500,0005,400,000450,00059Balok Kayu Kelas I BenuasM33,250,0003,900,000325,00060Papan Kayu Kelas I BenuasM33,500,0004,200,000350,00061Balok Kayu Kelas IIM32,000,0002,400,000200,000Hal.1SatuanHargaGalian CHsd+Galian C+No.Material/Barang(Volume)SatuanPPN + OperheadKet.HargaDasar(4)+(5)+10%+10%=123456762Papan Kayu Kelas IIM32,150,0002,580,000215,00063Balok Kayu Kelas III Burneo dllM31,600,0001,920,000160,00064Papan Kayu Kelas II Burneo dllM31,800,0002,160,000180,00065Kuda-kuda KayuM32,000,0002,400,000200,00066Papan Kayu (Bouplank)M31,800,0002,160,000180,00067Papan BekistingM31,800,0002,160,000180,00068Kayu BulatBtg6,0007,20060069Kayu KnopelBtg7,2008,64072070Kayu Dolken (Galam)Btg14,40017,2801,44071Kayu Rangka PlafondM32,000,0002,400,000200,00072Kayu Rangka AtapM32,000,0002,400,000200,00073Balok Ulin 20/20 = 4MBtg400,000480,00040,00074Kayu Reng Ukuran 2/3= 4 MM32,000,0002,400,000200,00075Kayu Ulin Gelagar 5/50 = 4MM33,750,0004,500,000375,00076Moulding / Papan Lap-lapan BangkiraiKpg21,00025,2002,10077Moulding / Papan Lap-lapan RaminKpg27,60033,1202,76078List MouldingBtg24,00028,8002,400720079List GibzumM'28,50034,2002,85080Eternit (Asbes)M237,20044,6403,72081Papan Lisplank UlinM32,976,0003,571,200297,60082Playwood 3 mmLbr50,00060,0005,00083Playwood 4 mmLbr71,50085,8007,15084Playwood Melamin/ FomikaLbr87,000104,4008,70085Multiplek 4 mmLbr83,00099,6008,30086Multiplek 6 mmLbr126,000151,20012,60087Multiplek 9 mmLbr142,800171,36014,28088KalcibordLbr63,00075,6006,30089TeakwoodLbr142,000170,40014,20090GibzumM2175,500210,60017,55091Seng Talang BJLSM'24,00028,8002,40092Genteng Kodok /SejenisBh9601,1529693Karpus Genteng Kodok / MantiliBh3,9004,68039094Genteng Mantili/ SejenisBh1,3801,65613895Karpus Genteng PlamBh16,80020,1601,68096Genteng KeramikBh15,60018,7201,56097Karpus Genteng KeramikBh16,80020,1601,68098Penutup Bubungan Genteng BetonBh3,6004,32036099Genteng BeronBh3,0003,600300100Genteng KacaBh8,70010,440870101Genteng Metal Multi Roof Motif 1,30=M2M2134,400161,28013,440102Genteng Metal Multi Roof Polos 1,30=M2M2134,160160,99213,416103Atap Genteng Metal Spiro 2,15=1M2M246,44055,7284,644104Atap Genteng Metal Sakura 0,25,3,25=1 M2M253,62564,3505,363105Atap Genteng Metal Sakura 0,25,1,63=1 M2M247,62857,1544,763106Atap Genteng Metal Sakura Prima 1,62 = 1M2M264,15276,9826,415107M' Bubungan Genteng Metal Multi Roof MotifM'90,000108,0009,000108M' Bubungan Genteng Metal Multi Roof PolosM'87,000104,4008,700109M' Bubungan Atap Genteng Metal SpiroM'54,00064,8005,400110M' Bubungan Atap Genteng Metal Sakura 0,25M'60,00072,0006,000111M' Bubungan Atap Genteng Metal Sakura PrimaM'75,00090,0007,500112Rangka Baja RinganM2275,0000113Asbes SirapLbr3,0003,600300114Asbes Gelombang BesarLbr34,50041,4003,450115Karpus Asbes Gelombang BesarBh16,80020,1601,680116Asbes Gelombang KecilLbr27,60033,1202,760117Karpus Asbes Gelombang KecilBh13,80016,5601,380118Seng Gelombang BJLS 30Lbr40,40048,4804,040119Seng Gelombang BJLS 27Lbr37,50045,0003,750120Seng Plat BJLS 30Lbr47,90057,4804,790121Seng Plat BJLS 27Lbr43,50052,2004,350122Seng Almunium 0,5 mmLbr165,000198,00016,500123Seng Bubungan Almunium 0,5 mmM'27,50033,0002,750124Atap SirapLbr9001,08090125Lem KayuKg14,40017,2801,440Hal. 2SatuanHargaGalian CHsd+Galian C+No.Material/Barang(Volume)SatuanPPN + OperheadKet.HargaDasar(4)+(5)+10%+10%=1234567126Lem Aica AibonKg27,50033,0002,750127AngkerBh2,5003,000250128Paku KayuKg17,00020,4001,700129Paku SengKg22,00026,4002,200130Paku RengKg17,00020,4001,700131Paku Anti KaratKg21,90026,2802,190132Paku AsbesBh40048040133Paku CalsiboardKg21,90026,2802,190134Paku UlinKg18,80022,5601,880135Paku SirapKg22,50027,0002,250136Paku TriplexKg22,50027,0002,250137Paku KaitBh1,5001,800150138Paku SumbatBh40048040139Paku SekrupBh30036030140Baut dan MurKg1,5001,800150141Besi Beugel/Baut (Kuda-Kuda)Kg22,50027,0002,250142Engsel Jendel (Kualitas Standart)Bh18,00021,6001,800143Engsel Pintu (Kualitas Standart)Bh24,00028,8002,400144GrendelBh6,6007,920660145HandelBh4,5005,400450146Kunci GembokBh60,00072,0006,000147Kunci Tanam Dua Slag Lokal Yale/SetaraBh150,000180,00015,000148ExpanoletBh34,50041,4003,450149Hak AnginBh10,00012,0001,000150Naco (Kerangka dean Daun ) 8 daunSet200,000240,00020,000151Kaca Bening Ukuran 3 mmM281,30097,5608,130152Kaca Bening Ukuran 5 mmM2118,800142,56011,880153Kaca Reyben Ukuran 5 mmM2131,300157,56013,130154Bak Mandi Feiberglass SedangBh450,000540,00045,000155Bak Mandi Feiberglass BesarBh540,000648,00054,000156Bak Mandi PlastikBh102,000122,40010,200157Bak Mandi PorselinBh240,000288,00024,000158Klased Jongkok trasoBh84,000100,8008,400159Klosed Jongkok KeramikBh204,000244,80020,400160Klosed duduk Ina/SetaraSet1,188,0001,425,600118,800161Klosed Mono Block LokalBh108,000129,60010,800162Urinoit Porselin/KeramikSet126,000151,20012,600163Bak Cuci tangan /Wastafel KeramikSet369,600443,52036,960164Bak Cuci Piring TerasoBh252,000302,40025,200165Bak Cuci Piring logam Lubang TunggalBh234,000280,80023,400166Bak Cuci Piring Logam Lubang GandaBh495,000594,00049,500167Kran Leiding StandartBh25,00030,0002,500168Rumput Gajah PahitanM210,80012,9601,080169Pipa PVC 1/2" AwBtg22,70027,2402,270170Pipa PVC 3/4" AwBtg25,00030,0002,500171Pipa PVC 1" AwBtg30,00036,0003,000172Pipa PVC 2" DBtg43,56052,2724,356173Pipa PVC 3"DBtg87,500105,0008,750174Pipa PVC 4"DBtg150,000180,00015,000175Pipa Leiding 1/2 " Medium ABtg135,000162,00013,500176Pipa Leiding 3/4 " Medium ABtg156,000187,20015,600177Pipa Leiding 1" Medium ABtg196,900236,28019,690178Pipa Leding 2" Medium A (BSB)Btg306,300367,56030,630179Pipa Leding 3" Medium ABtg480,000576,00048,000180Pipa Leding 4" Medium ABtg750,000900,00075,000181Pipa PVC SikuBtg30,00036,0003,000182Talang PVC Siku-SikuBtg87,840105,4088,784183Talang PVC 1/2 LingkaranBtg60,00072,0006,000184Sambungan SokBh16,00019,2001,600185Sumur Pompa Tangan terpasangBh750,000750,000186Sumur Pompa Elektrik terpasangBh1,200,0001,200,000187Buis Beton 10 CmBh69,00082,8006,900188Buis Beton 50 Cm Panjang 1 MBh106,000127,20010,600189Buis Beton 1 Cm Panjang 0,5 MBh175,000210,00017,500Hal. 3SatuanHargaGalian CHsd+Galian C+No.Material/Barang(Volume)SatuanPPN + OperheadKet.HargaDasar(4)+(5)+10%+10%=1234567190Titik Lampu+Instalasi (Bangunan Kayu)Bh156,300187,56015,630191Titik Lampu+Instalasi (Bangunan Beton)Bh171,300205,56017,130192Stop Kontak+Instalasi (Bangunan Kayu)Bh156,300187,56015,630193Stop Kontak+Instalasi (Bangunan Beton)Bh171,300205,56017,130194Saclar Tunggal Standart (Broco)Bh16,80020,1601,680195Saclar Ganda Standart (Broco)Bh21,60025,9202,160196Zekring Kast Lokal 1 Group (Broco)Bh35,50042,6003,550197Zekring Kast Lokal 2 Group (Broco)Bh48,00057,6004,800198Zekring Kast Lokal 3 Group (Broco)Bh69,00082,8006,900199Lampu Tl 2x40 WattBh145,000174,00014,500200Lampu Tl BambuBh110,000132,00011,000201Lampu Pijar 40 WattBh20,00024,0002,000202Lampu DaonlighBh21,00025,2002,100203Lampu baretBh45,00054,0004,500204Lampu Hias GantungBh345,000414,00034,500205Dak Standart MeterBh51,60061,9205,160206Dempul KayuKg24,00028,8002,400207Plamur TembokKg20,00024,0002,000208Cat Kayu MengkilatKg33,60040,3203,360209Cat Tembok (Matek/Setara)Kg11,40013,6801,140210Cat MenieKg21,60025,9202,160211Cat Kayu DasarKg18,50022,2001,850212Melamik/ Teak OilKg28,20033,8402,820213Minyak Cat (Abduner)Ltr12,00014,4001,200214Minyak Cat (Thiner A)Ltr17,40020,8801,740215ResiduLtr6,3007,560630216Teralis Besi 6 mmM2245,000294,00024,500217Kawat DuriRol210,000252,00021,000218Kawat HarmonikaM215,00018,0001,500219Kawat Nyamuk/Kasa BesiM214,00016,8001,400220Kawat Nyamuk/Kasa PlastikM212,00014,4001,200221Beton Rooster/KerawangBh32,40038,8803,240222Septictank Rembesan 1 M3Bh1,020,0001,224,000102,000223Septictank Rembesan 2 M3Bh1,620,0001,944,000162,000224Septictank Rembesan 6 M3Bh3,000,0003,600,000300,000225Septictank Rembesan 10 M3Bh4,320,0005,184,000432,000226IjukKg15,00018,0001,500227Cat GentengKg13,80016,5601,380228AmplasLbr4,2005,040420229Aspal AC Pen 60/70Kg11,00013,2001,100230Geotestick Woven (40Kpa)M213,00015,6001,300231Geotestil Woven (50 Kpa)M217,00020,4001,700232Geotestil Woven (70 Kpa)M226,00031,2002,600233Geotestil Non Woven (70 Kpa)M233,00039,6003,300234Geotestil Non Woven (80 Kpa)M239,00046,8003,900235Geogrid (40/40 Kpa)M256,00067,2005,600236Geogrid (60/60 Kpa)M269,00082,8006,900237Geogrid (70/70 kpa)M2104,000124,80010,400238Geocomposite (50 Kpa)M251,00061,2005,100239Geocomposite (70 Kpa)M259,00070,8005,900240Geocomposite (100 Kpa)M267,00080,4006,700241Geocomposite (50/50 Kpa)M268,00081,6006,800242Geocomposite (75/75 Kpa)M288,000105,6008,800243Baja Bergelombang GalvanizirKg42,00050,4004,200244Minyak CatLtr5,0006,000500245Minyak BakarLtr4,5005,400450246Minyak Diesel/Solar BersubsidiLtr4,5005,400450247Minyak Diesel/Solar Non SubsidiLtr7,2928,750729248Minyak Bensin/BersubsidiLtr4,5005,400450249Minyak Pelumas/OlieLtr28,10033,7202,810250Minyak Pelumas/Olie Hidrolik/TransmisiLtr25,00030,0002,500251Tangki Air 1200Ltr1,300,0001,560,000130,000252Tangki Air 1000Ltr1,062,5001,275,000106,250253Tangki Air 650Ltr850,0001,020,00085,000Hal. 4SatuanHargaGalian CHsd+Galian C+No.Material/Barang(Volume)SatuanPPN + OperheadKet.HargaDasar(4)+(5)+10%+10%=1234567254Tangki Air 500Ltr750,000900,00075,000255OksigenBtl84,000100,8008,400256Kawat LasDoz336,000403,20033,600257Rumput ManilaM254,00064,8005,400258Rumput GajahM262,40074,8806,240259Tanaman AngsanaBtg372,000446,40037,200260Bambu TaliBtg6,6007,920660261Bambu BitungBtg10,80012,9601,080Hal. 5HARGA SATUAN UPAHKabupaten Katingan Triwulan I 2009UpahUH+PPhNo.Uraian TenagaSatuanHarianOverheadKet.(Rp)(4)+ 1,5 % + 10 %1234671MandorOrg/Hari83,22999,8758,3232MekanikOrg/Hari110,104132,12511,0103Pembantu MekanikOrg/Hari63,95876,7506,3964Operator TerlatihOrg/Hari100,000120,00010,0005Pembantu OperatorOrg/Hari68,75082,5006,8756Operator Semi TerlatihOrg/Hari84,375101,2508,4387Sopir TerlatihOrg/Hari80,20896,2508,0218Pembantu SopirOrg/Hari63,95876,7506,3969Buruh TerlatihOrg/Hari70,41784,5007,04210Buruh Semi Terlatih/PekerjaOrg/Hari63,95876,7506,39611Buruh Tak TerlatihOrg/Hari57,60469,1255,76012Kepala Tukang GaliOrg/Hari76,04291,2507,60413Tukang Gali TanahOrg/Hari65,62578,7506,56314Kepala Tukang BatuOrg/Hari75,93891,1257,59415Tukang BatuOrg/Hari66,66780,0006,66716Laden Tukang BatuOrg/Hari52,08362,5005,20817Kepala Tukang KayuOrg/Hari75,93891,1257,59418Tukang KayuOrg/Hari66,66780,0006,66719Laden Tukang KayuOrg/Hari57,60469,1255,76020Kepala Tukang BesiOrg/Hari76,04291,2507,60421Tukang BesiOrg/Hari65,62578,7506,56322Laden Tukang BesiOrg/Hari52,05362,4645,20523Kepala Tukang CatOrg/Hari76,77192,1257,67724Tukang CatOrg/Hari70,41784,5007,04225Laden Tukang CatOrg/Hari52,08362,5005,20826Tukang ListrikOrg/Hari76,77192,1257,67727Tukang LasOrg/Hari76,77192,1257,67728Tukang PancangOrg/Hari90,833109,0009,08329Tukang TebasOrg/Hari52,08362,5005,20830Penjaga MalamOrg/Hari57,60469,1255,76000Hal. 6

AnlsDAFTAR ANALISA UPAH DAN BAHANPROGRAM:PEMBANGUNAN SARANA DAN PRASARANA APARATURKEGIATAN:PEMBANGUNAN GEDUNG KANTORPEKERJAAN:PEMBANGUNAN GEDUNG KANTOR BAPORALOKASI:KAB. KATINGANT.A:2009Halaman 01AnalisaUraian PekerjaanHarga Satuan (Rp.)Upah (Rp.)Bahan (Rp.)Jumlah (Rp.)123456PEKERJAAN PERSIAPAN01.6.41 M' Pengukuran dan pemasangan bouwplank :K - 0201 TonMemproduksi Campuran LATASIR (Menggunakan Buruh)0.0050Mandor99,875499.380.0667MandorRp.99,875.00Rp.6,661.66Rp.0.0100Kepala Tukang91,125911.250.8000Buruh Tak TerlatihRp.91,125.00Rp.72,900.00Rp.0.1000Tukang kayu80,0008,000.040.2667Buruh TerlatihRp.80,000.40Rp.21,336.11Rp.0.1000Pembantu tukang/pekerja76,7507,675.000.4500M3Pasir PasangRp.93,200.40Rp.Rp.41,940.180.0120M3 kayu lanan2,400,00028,800.0090.0000KgAspalRp.12,000.00Rp.Rp.1,080,000.000.0070M3 papan lanan2,580,00018,060.000.8000SetAlat BantuRp.58,926.00Rp.Rp.47,140.800.0200Kg paku kayu20,400408.000.4000M3Kayu BakarRp.187,500.00Rp.Rp.75,000.0017,085.6647,268.0064,353.66Rp.100,897.77Rp.1,244,080.98Rp.1,344,978.7501.6.71 M2 Pembersihan Lapangan :0.0050Mandor99,875499.38K - 6381 M2Menghampar dan Memadatkan Lapis Tipis Aspal Pasir (LATASIR) (Menggunakan Buruh)0.1000Pembantu Tkg./pekerja76,7507,675.000.0006MandorRp.99,875.00Rp.59.93Rp.8,174.370.08,174.370.0006Operator TerlatihRp.91,125.00Rp.54.68Rp.0.0063Buruh Tak TerlatihRp.80,000.40Rp.504.00Rp.PEKERJAAN TANAH0.0050Buruh Semi TerlatihRp.76,750.00Rp.383.75Rp.02.6.11 M3 Penggalian Tanah Biasa Sedalam 1 m :0.0375TonCampuran LATASIRRp.1,344,978.75Rp.Rp.50,436.700.0400Mandor99,8753,995.000.3000KgAspalRp.12,000.00Rp.Rp.3,600.000.4000Pembantu Tkg./pekerja76,75030,700.000.3000LtrMinyak BakarRp.6,000.00Rp.Rp.1,800.0034,695.000.034,695.000.0025SetAlat BantuRp.58,926.00Rp.Rp.147.3202.6.21 M3 Penggalian Tanah Biasa Sedalam 2 m :0.0031Three Weel RollerRp.0.00Rp.Rp.0.000.0520Mandor99,8755,193.50Rp.1,002.35Rp.0.00Rp.0.000.5260Pembantu Tkg./pekerja76,75040,370.5045,564.000.045,564.0002.6.91 M3 Urugan tanah Kembali :0.0190Mandor99,8751,897.630.1920Pembantu Tkg./pekerja76,75014,736.0016,633.620.016,633.6202.6.111 M3 Urugan Pasir :0.0100Mandor99,875998.750.3000Pembantu tukang/pekerja76,75023,025.001.2000M3 Pasir urug81,20097,440.4824,023.7597,440.48121,464.2302.6.11.a1 M3 Urugan Pasir Urug :0.0250Mandor99,8752,496.880.2500Pembantu tukang/pekerja76,75019,187.501.2000M3 Tanah81,20097,440.4821,684.3797,440.48119,124.85PEKERJAAN PONDASI03.6.51 M3 Pasang Pondasi Batu Belah camp. 1pc : 4ps0.0750Mandor99,8757,490.630.0600Kepala Tukang91,1255,467.500.6000Tukang Batu80,00048,000.001.5000Pembantu Tukang62,50093,749.991.1000M3 Batu Belah339,000372,900.003.2600Sak semen55,226180,036.760.5440M3 Pasir pasang93,20050,701.02154,708.12603,637.78758,345.9003.6.41 M3 Pasang Pondasi Batu Kosong0.0390Mandor99,8753,895.130.0390Kepala Tukang91,1253,553.880.3900Tukang Batu80,00031,200.000.7800Pembantu Tukang62,50048,750.001.2000M3 Batu Belah339,000406,800.000.3000M3 Pasir Urug81,20024,360.1287,399.00431,160.12518,559.12Halaman 02AnalisaUraian PekerjaanHarga Satuan (Rp.)Upah (Rp.)Bahan (Rp.)Jumlah (Rp.)123456PEKERJAAN PASANGAN DINDING04.6.31 M2 Pasangan Bata Merah 1 bata camp. 1:30.0300Mandor99,8752,996.250.0200Kepala Tukang91,1251,822.500.2000Tukang Batu80,00016,000.080.6500Pembantu tukang62,50040,625.00140.0000Bh Batu bata830116,200.000.8700Sak semen55,22648,046.620.0800M3 Pasir pasang93,2007,456.0361,443.83171,702.65233,146.4804.6.91 M2 Pasangan Bata Merah 1/2 bata camp. 1:20.0150Mandor99,8751,498.130.0100Kepala Tukang91,125911.250.1000Tukang Batu80,0008,000.040.3200Pembantu Tukang62,50020,000.0070.0000Bh Batu bata83058,100.000.3790Sak semen55,22620,930.650.0380M3 Pasir pasang93,2003,541.6230,409.4182,572.27112,981.6804.6.111 M2 Pasangan batu bata 1/2 bata camp. 1:40.0150Mandor99,8751,498.130.0100Kepala Tukang91,125911.250.1000Tukang Batu80,0008,000.040.3200Pembantu Tukang62,50020,000.0070.0000Bh Batu bata83058,100.000.2874Sak semen55,22615,871.950.0430M3 Pasir pasang93,2004,007.6230,409.4177,979.57108,388.98PEKERJAAN PLESTERAN05.6.21 M2 Plesteran 1:2 tebal 15 mm :0.0100Mandor99,875998.750.0150Kepala Tukang91,1251,366.880.1500Tukang batu80,00012,000.060.2000Pembantu Tukang62,50012,500.000.1704Sak semen55,2269,410.510.0170M3 Pasir pasang93,2001,584.4126,865.6810,994.9237,860.6005.6.41 M2 Plesteran 1:4 tebal 15 mm :0.0100Mandor99,875998.750.0150Kepala Tukang91,1251,366.880.1500Tukang batu80,00012,000.060.2000Pembantu Tukang62,50012,500.000.1040Sak semen55,2265,743.500.0200M3 Pasir pasang93,2001,864.0126,865.687,607.5134,473.2005.6.301 M2 Plesteran Beton 1:3 tebal 15 mm :0.0130Mandor99,8751,298.380.0200Kepala Tukang91,1251,822.500.2000Tukang batu80,00016,000.080.2600Pembantu Tukang62,50016,250.000.1414Sak semen55,2267,808.960.0210M3 Pasir pasang93,2001,957.2135,370.959,766.1645,137.12PEKERJAAN KAYU06.6.11 M3 Pasangan Kusen pintu / jendela kayu ulin0.3000Mandor99,87529,962.502.0000Kepala Tukang91,125182,250.0020.0000Tukang kayu80,0001,600,008.006.0000Pembantu Tukang69,125414,750.021.1000M3 Kayu ulin4,500,0004,950,000.002,226,970.534,950,000.007,176,970.53Halaman 03AnalisaUraian PekerjaanHarga Satuan (Rp.)Upah (Rp.)Bahan (Rp.)Jumlah (Rp.)12345606.6.71 M2 Pasangan Pintu Panil Kayu Ulin0.0500Mandor99,8754,993.750.2500Kepala Tukang91,12522,781.252.5000Tukang kayu80,000200,001.001.0000Pembantu tukang69,12569,125.000.0400M3 Papan ulin5,400,000216,000.00296,901.00216,000.00512,901.0006.6.81 M2 Pasangan Pintu Panil Kayu Lanan0.0500Mandor99,8754,993.750.2500Kepala Tukang91,12522,781.253600909.03782.5000Tukang kayu80,000200,001.001.0000Pembantu tukang69,12569,125.000.0400M3 Papan Lanan2,580,000103,200.00296,901.00103,200.00400,101.0006.6.91 M2 Pasangan Pintu dan Jendela Kaca Kayu Ulin0.0400Mandor99,8753,995.000.2000Kepala Tukang91,12518,225.002.0000Tukang kayu80,000160,000.800.8000Pembantu tukang69,12555,300.000.0350M3 Papan ulin5,400,000189,000.00237,520.80189,000.00426,520.8006.6.101 M2 Pasangan Pintu dan Jendela Kaca kayu Lanan0.0400Mandor99,8753,995.000.2000Kepala Tukang91,12518,225.002.0000Tukang80,000160,000.800.8000Pembantu tukang69,12555,300.000.0350M3 Papan Lanan2,580,00090,300.00237,520.8090,300.00327,820.8006.6.131 M2 Pasangan Pintu/Jendela Jalusi kayu Lanan0.5000Mandor99,87549,937.500.3000Kepala Tukang91,12527,337.503.0000Tukang kayu80,000240,001.201.0000Pembantu tukang69,12569,125.000.0640M3 Papan Lanan2,580,000165,120.00386,401.21165,120.00551,521.2106.6.11.a1 M2 Pasangan Jalusi Mati Kusen Kayu Lanan0.0250Mandor99,8752,496.880.2000Kepala Tukang91,12518,225.002.0000Tukang kayu80,000160,000.800.5000Pembantu tukang69,12534,562.500.0600M3 Papan Lanan2,580,000154,800.000.1500Kg Paku kayu20,4003,060.00215,285.18157,860.00373,145.1806.6.281 M3 Konstruksi Kuda ~ kuda Kayu Lanan :0.2000Mandor99,87519,975.001.2000Kepala Tukang91,125109,350.0012.0000Tukang kayu80,000960,004.804.0000Pembantu tukang69,125276,500.021.1000M3 Balok ky lanan2,400,0002,640,000.000.8000Kg paku kayu20,40016,320.0015.0000Bh besi strip27,000405,000.001,365,829.823,061,320.004,427,149.82Pasang Kanopy upah x 22,731,659.633,061,320.005,792,979.6306.6.311 M2 Pasang Kasau 5/7 dan reng 3/4 untuk atap genteng :0.00500.005Mandor99,875499.380.0100Kepala Tukang91,125911.250.1000Tukang batu80,0008,000.040.1000Pembantu tukang69,1256,912.500.0140M3 Kayu Lanan2,400,00033,600.000.1500Kg paku kayu20,4003,060.0016,323.1736,660.0052,983.17Untuk kasau dan reng (diserut) = upah x 232,646.3336,660.0069,306.33126,491.58Halaman 04AnalisaUraian PekerjaanHarga Satuan (Rp.)Upah (Rp.)Bahan (Rp.)Jumlah (Rp.)12345606.6.391 M2 Pasangan Rangka Langit-langit grid 60/120 cm Kayu Lanan :0.0750Mandor99,8757,490.630.0250Kepala Tukang91,1252,278.130.2500Tukang Kayu80,00020,000.100.1500Pembantu tukang69,12510,368.750.0120M3 Balok lanan2,400,00028,800.000.1000Kg paku kayu20,4002,040.0040,137.600930,840.0070,977.6006.6.471 M' Lisplank 2/20 cm papan ulin/lanan :0.0050Mandor99,875499.380.0200Kepala Tukang91,1251,822.500.2000Tukang kayu80,00016,000.080.1000Pembantu tukang69,1256,912.500.0048M3 papan ulin5,400,00025,920.000.0048M3 papan lanan2,580,00012,384.000.0500Kg paku ulin22,5601,128.00papan ulin25,234.455427,048.0052,282.46papan lanan25,234.455413,512.0038,746.4606.6.47a1 M' Lisplank 2/10cm papan ulin/lanan :0.0050Mandor99,875499.380.0200Kepala Tukang91,1251,822.500.2000Tukang kayu80,00016,000.080.1000Pembantu tukang69,1256,912.500.0024M3 papan ulin5,400,00012,960.000.0024M3 papan lanan2,580,0006,192.000.0250Kg paku ulin22,560564.00papan ulin25,234.455413,524.0038,758.46papan lanan25,234.45546,756.0031,990.4606.6.541 m2 Dinding pemisah papan lanan + rangka0.0750Mandor99,8757,490.630.0450Kepala tukang kayu91,1254,100.630.4500Tukang kayu80,00036,000.180.1500Pembantu tukang69,12510,368.750.0070m3 kayu lanan2,400,00016,800.000.1000Kg paku kayu20,4002,040.0057,960.180918,840.0076,800.1806.6.54.a1 m2 Dinding pemisah multipleks rangka kayu lanan0.0100Mandor99,875998.750.0600Kepala tukang kayu91,1255,467.500.6000Tukang kayu80,00048,000.240.2000Pembantu tukang69,12513,825.000.0190m3 kayu lanan2,400,00045,600.000.1000Kg paku biasa20,4002,040.000.297680.3360Lbr multipleks 6 mm151,20050,803.203.35931201290.3000Kg lem kayu17,2805,184.0068,291.4908103,627.20171,918.6906.6.54.b1 m2 Dinding pemisah Kaca Gelap Tbl 5 mm0.0100Mandor99,875998.750.0600Kepala tukang kayu91,1255,467.500.6000Tukang kayu80,00048,000.240.2000Pembantu Tukang69,12513,825.000.0190m3 kayu lanan2,400,00045,600.000.1000Kg paku biasa20,4002,040.001.00001 m2 Kaca Reyben tbl 5 mm157,560157,560.000.3000Kg lem kayu17,2805,184.0068,291.4908210,384.00278,675.4906.6.611 M2 Pasangan Dinding Papan Ulin/Lanan0.0020Mandor99,875199.750.1250Kepala Tukang91,12511,390.631.2500Tukang kayu80,000100,000.500.4000Pembantu tukang69,12527,650.000.0250M3 papan ulin5,400,000135,000.000.0250M3 papan lanan2,580,00064,500.000.2000Kg paku Kayu20,4004,080.00Papan Kayu Ulin139,240.88139,080.00278,320.88Papan Kayu Lanan139,240.8868,580.00207,820.88Halaman 05AnalisaUraian PekerjaanHarga Satuan (Rp.)Upah (Rp.)Bahan (Rp.)Jumlah (Rp.)123456PEKERJAAN BETON07.6.21 M3 Membuat Beton Tumbuk camp. 1:3:60.0800Mandor99,8757,990.000.0250Kepala Tukang91,1252,278.130.2500Tukang batu80,00020,000.101.6500Pembantu tukang62,500103,124.990.9400M3 Krikil273,168256,777.923.9400Zak semen55,226217,590.440.4700M3 Pasir beton93,20043,804.19133,393.22518,172.55651,565.7707.6.41 M2 Membuat lantai kerja beton tumbuk camp. 1:3:5 tebal 5 cm0.0060Mandor99,875599.250.0020Kepala Tukang91,125182.250.0200Tukang batu80,0001,600.011.1500Pembantu tukang62,50071,875.000.0440M3 Krikil273,16812,019.390.2000Zak semen55,22611,045.200.0260M3 Pasir beton93,2002,423.2174,256.5025,487.8099,744.31x2199,488.6107.6.131 M3 Membuat Beton Bertulang camp. 1:2:31.0000Mandor99,87599,875.000.0350Kepala Tukang91,1253,189.380.3500Tukang batu80,00028,000.142.0000Pembantu tukang62,500124,999.990.8100M3 Krikil273,168221,266.086.7200Zak semen55,226371,118.720.5400M3 Pasir beton93,20050,328.22256,064.51642,713.02898,777.53X 2512,129.02642,713.021,154,842.0407.6.251 Kg Pekerjaan Pembesian dengan Besi polos/ulir0.0003Mandor99,87529.960.0007Kepala Tukang91,12563.790.0070Tukang besi78,750551.250.0070Pembantu tukang62,500437.500.0150Kg Kawat beton16,800252.001.0500Kg Besi19,60020,579.581,082.5020,831.5821,914.0807.6.281 M2 Pasangan Bekesting Untuk pondasi plate0.0050Mandor99,875499.380.0260Kepala Tukang91,1252,369.250.2600Tukang besi78,75020,475.000.3000Pembantu tukang62,50018,750.000.0400M3 Papan bekesting2,160,00086,400.000.3000Kg Paku kayu20,4006,120.0042,093.6292,520.00134,613.6207.6.291 M2 Pasangan Bekesting Untuk Sloof0.0050Mandor99,875499.380.0260Kepala Tukang91,1252,369.250.2600Tukang besi78,75020,475.000.3000Pembantu tukang62,50018,750.000.0400M3 Papan bekesting2,160,00086,400.000.3000Kg Paku kayu20,4006,120.0042,093.6292,520.00134,613.6207.6.301 M2 Pasangan Bekesting Untuk Kolom0.0060Mandor99,875599.250.0330Kepala Tukang91,1253,007.130.3300Tukang besi78,75025,987.500.3200Pembantu tukang62,50020,000.000.0400M3 Papan bekesting2,160,00086,400.000.4000Kg Paku kayu20,4008,160.000.0150M3 Kayu lanan2,400,00036,000.000.3500Lbr Plywood 9 mm171,36059,976.002.0000Btg Kayu Dolken17,28034,560.0049,593.87225,096.00274,689.87Halaman 06AnalisaUraian PekerjaanHarga Satuan (Rp.)Upah (Rp.)Bahan (Rp.)Jumlah (Rp.)12345607.6.311 M2 Pasangan Bekesting Untuk Balok0.0060Mandor99,875599.250.0330Kepala Tukang91,1253,007.130.3300Tukang besi78,75025,987.500.3200Pembantu tukang62,50020,000.000.0400M3 Papan bekesting2,160,00086,400.000.4000Kg Paku kayu20,4008,160.000.0150M3 Kayu lanan2,400,00036,000.000.3500Lbr Plywood 9 mm171,36059,976.002.0000Btg Kayu Dolken17,28034,560.0049,593.87225,096.00274,689.8707.6.321 M2 Pasangan Bekesting Untuk Plate lantai0.0060Mandor99,875599.250.0330Kepala Tukang91,1253,007.130.3300Tukang besi78,75025,987.500.3200Pembantu tukang62,50020,000.000.0400M3 Papan bekesting2,160,00086,400.000.4000Kg Paku kayu20,4008,160.000.0150M3 Kayu lanan2,400,00036,000.000.3500Lbr Plywood 9 mm171,36059,976.006.0000Btg Kayu Dolken17,280103,680.0049,593.87294,216.00343,809.8707.6.351 M3 Membuat Beton dengan mutu K 2250.3000Mandor99,87529,962.500.1000Kepala Tukang91,1259,112.501.0000Tukang batu80,00080,000.006.0000Pembantu tukang62,500374,999.980.6500M3 koral/split396,720257,868.007.7600Zak semen55,226428,553.760.6500M3 Pasir beton93,20060,580.26494,074.98747,002.021,241,077.0007.6.361 M3 Membuat Beton dengan mutu K 2750.3000Mandor99,87529,962.500.1000Kepala Tukang91,1259,112.501.0000Tukang batu80,00080,000.006.0000Pembantu tukang62,500374,999.980.8200M3 koral/split396,720325,310.408.0000Zak semen55,226441,808.000.4000M3 Pasir beton93,20037,280.16494,074.98804,398.561,298,473.5407.6.381 M3 Membuat pondasi beton bertulang (100 Kg besi + begesting)0.1650Mandor99,87516,479.380.2450Kepala Tukang91,12522,325.631.0500Tukang besi78,75082,687.501.0400Tukang kayu80,00083,200.420.3500Tukang batu80,00028,000.003.9000Pembantu tukang62,500243,749.980.2000M3 Papan bekesting2,160,000432,000.001.5000Kg Paku kayu20,40030,600.00105.0000Besi beton polos15,6001,638,000.002.2500Kawat beton16,80037,800.006.4600Zak semen55,226356,759.960.5200Pasir beton93,20048,464.210.7800Koral396,720309,441.60476,442.902,853,065.773,329,508.67Halaman 07AnalisaUraian PekerjaanHarga Satuan (Rp.)Upah (Rp.)Bahan (Rp.)Jumlah (Rp.)12345607.6.38.a1 M3 Membuat pondasi beton bertulang (225 Kg besi + begesting)0.1650Mandor99,87516,479.380.2450Kepala Tukang91,12522,325.631.0500Tukang besi78,75082,687.501.0400Tukang kayu80,00083,200.420.3500Tukang batu80,00028,000.143.9000Pembantu tukang62,500243,749.980.2000M3 Papan bekesting2,160,000432,000.001.5000Kg Paku kayu20,40030,600.00225.0000Besi beton polos15,6003,510,000.002.2500Kawat beton16,80037,800.006.4600Zak semen55,226356,759.960.5200Pasir beton93,20048,464.210.7800Koral396,720309,441.60476,443.044,725,065.775,201,508.8107.6.391 M3 Membuat Sloof beton bertulang (200 Kg besi + begesting)0.1700Mandor99,87516,978.750.3310Kepala Tukang91,12530,162.381.4000Tukang besi78,750110,250.001.5600Tukang kayu80,000124,800.620.3500Tukang batu80,00028,000.144.8500Pembantu tukang62,500303,124.980.2700M3 Papan bekesting2,160,000583,200.002.0000Kg Paku kayu20,40040,800.00200.0000Besi beton polos15,6003,120,000.003.0000Kawat beton16,80050,400.006.4600Zak semen55,226356,759.960.5200Pasir beton93,20048,464.210.7800Koral396,720309,441.600613,316.874,509,065.775,122,382.640.007.6.39.d1 M3 Membuat Sloof beton bertulang (100 Kg besi + begesting)0.1700Mandor99,87516,978.750.3310Kepala Tukang91,12530,162.381.4000Tukang besi78,750110,250.001.5600Tukang kayu80,000124,800.620.3500Tukang batu80,00028,000.144.8500Pembantu tukang62,500303,124.980.2700M3 Papan bekesting2,160,000583,200.002.0000Kg Paku kayu20,40040,800.00105.0000Besi beton polos15,6001,638,000.003.0000Kawat beton16,80050,400.006.4600Zak semen55,226356,759.960.7800Koral396,720309,441.60613,316.872,978,601.563,591,918.4307.6.401 M3 Membuat kolom beton bertulang (300 Kg besi + begesting)0.2500Mandor99,87524,968.750.5700Kepala Tukang91,12551,941.252.1000Tukang besi78,750165,375.003.3000Tukang kayu80,000264,001.320.3500Tukang batu80,00028,000.147.3000Pembantu tukang62,500456,249.970.4000M3 Papan bekesting2,160,000864,000.004.0000Kg Paku kayu57,600230,400.00300.0000Besi beton polos15,6004,680,000.004.5000Kawat beton16,80075,600.006.4600Zak semen55,226356,759.960.5200Pasir beton93,20048,464.210.7800Koral396,720309,441.60990,536.436,564,665.777,555,202.20Halaman 08AnalisaUraian PekerjaanHarga Satuan (Rp.)Upah (Rp.)Bahan (Rp.)Jumlah (Rp.)12345607.6.40.a1 M3 Membuat kolom beton bertulang (100 Kg besi + begesting)0.2500Mandor99,87524,968.750.5700Kepala Tukang91,12551,941.252.1000Tukang besi78,750165,375.003.3000Tukang kayu80,000264,001.320.3500Tukang batu80,00028,000.147.3000Pembantu tukang62,500456,249.970.2666M3 Papan bekesting2,160,000575,942.404.0000Kg Paku kayu57,600230,400.00100.0000Besi beton polos15,6001,560,000.004.5000Kawat beton16,80075,600.006.4600Zak semen55,226356,759.960.5200Pasir beton93,20048,464.210.7800Koral396,720309,441.60990,536.433,156,608.174,147,144.6007.6.411 M3 Membuat Balok/Dag beton bertulang (200 Kg besi + begesting)0.2080Mandor99,87520,774.000.4550Kepala Tukang91,12541,461.881.4000Tukang besi78,750110,250.002.8000Tukang kayu80,000224,001.120.3500Tukang batu80,00028,000.145.9600Pembantu tukang62,500372,499.980.3200M3 Papan bekesting2,160,000691,200.003.2000Kg Paku kayu205,560657,792.00200.0000Besi beton polos15,6003,120,000.003.0000Kawat beton16,80050,400.006.4600Zak semen55,226356,759.960.5200Pasir beton93,20048,464.210.7800Koral396,720309,441.600.1400Kayu borneo2,400,000336,000.002.8000Plywood 9 mm137,500385,000.0016.0000Kayu dolken dia 8 cm/4m17,280276,480.00796,987.116,231,537.777,028,524.8807.6.42.a1 M3 Membuat Balok/Dag beton bertulang (100 Kg besi + begesting)0.1850Mandor99,87518,476.880.4200Kepala Tukang91,12538,272.501.0500Tukang besi78,75082,687.502.8000Tukang kayu80,000224,001.120.3500Tukang batu80,00028,000.145.8000Pembantu tukang62,500362,499.980.3200M3 Papan bekesting2,160,000691,200.003.2000Kg Paku kayu205,560657,792.00105.0000Besi beton polos15,6001,638,000.002.2500Kawat beton16,80037,800.003.2000kg semen55,226176,723.200.5200Pasir beton93,20048,464.210.7800Koral396,720309,441.600.1200Kayu lanan2,400,000288,000.0032.0000Kayu dolken dia 8 cm/4m17,280552,960.00753,938.114,400,381.015,154,319.1207.6.441 M3 Membuat Tangga beton bertulang (200 Kg besi + begesting)0.2020Mandor99,87520,174.750.4050Kepala Tukang91,12536,905.631.4000Tukang besi78,750110,250.002.3000Tukang kayu80,000184,000.920.3500Tukang batu80,00028,000.145.6000Pembantu tukang62,500349,999.980.2500M3 Papan bekesting2,160,000540,000.003.0000Kg Paku kayu205,560616,680.00200.0000Besi beton polos15,6003,120,000.003.0000Kawat beton16,80050,400.006.4600Zak semen55,226356,759.960.5200Pasir beton93,20048,464.210.7800Koral396,720309,441.600.1050Kayu borneo2,400,000252,000.002.5000Plywood 9 mm137,500343,750.0014.0000Kayu dolken dia 8 cm/4m17,280241,920.00729,331.415,879,415.776,608,747.18Halaman 09AnalisaUraian PekerjaanHarga Satuan (Rp.)Upah (Rp.)Bahan (Rp.)Jumlah (Rp.)12345607.6.451 M' Membuat Kolom Penguat Beton Bertulang camp.1:2:3 (11x11) cm0.0030Mandor99,875299.630.0060Kepala Tukang91,125546.750.0200Tukang batu78,7501,575.000.0200Tukang besi80,0001,600.010.0200Tukang kayu80,0001,600.010.0600Pembantu tukang62,5003,750.000.0090M3 Kerikil273,1682,458.510.0800Zak semen55,2264,418.080.0060M3 Pasir Beton93,200559.200.0020M3 Papan bekesting2,160,0004,320.000.0100Kg Paku kayu20,400204.003.0000Kg besi beton polos13,41640,248.000.0450Kg kawat beton16,800756.009,371.3952,963.7962,335.1907.6.461 M' Membuat Ring balk beton bertulang 10 x 15 cm0.0050Mandor99,875499.380.0100Kepala Tukang91,125911.250.0330Tukang besi78,7502,598.750.0330Tukang kayu80,0002,640.010.0330Tukang batu80,0002,640.010.1000Pembantu tukang62,5006,250.000.0030M3 Papan bekesting2,160,0006,480.000.0200Kg Paku kayu20,400408.003.6000Besi beton polos13,41648,297.600.0500Kawat beton16,800840.000.1100Zak semen55,2266,074.860.0090Pasir beton93,200838.800.0150Koral396,7205,950.8015,539.4068,890.0684,429.46PEKERJAAN PENUTUP ATAP08.6.321 M2 Pasang Atap Genteng Metal0.0010Mandor99,87599.880.0100Kepala Tukang91,125911.250.1000Tukang kayu80,0008,000.040.2000Pembantu tukang69,12513,825.001.0000M2 Genteng metal64,35064,350.000.2000Kg paku20,4004,080.0022,836.1768,430.0091,266.1708.6.331 M2 Pasang Atap Sirap0.0010Mandor99,87599.880.0100Kepala Tukang91,125911.250.1000Tukang kayu80,0008,000.040.2000Pembantu tukang69,12513,825.0090.0000Lbr Sirap1,08097,200.000.2000Kg paku20,4004,080.0022,836.17101,280.00124,116.1708.6.361 M' Pasang Nok Genteng Metal0.0130Mandor99,8751,298.380.0150Kepala Tukang91,1251,366.880.1500Tukang kayu80,00012,000.060.2500Pembantu tukang69,12517,281.251.1000Bh Bubungan Color72,00079,200.000.0600Kg paku20,4001,224.0031,946.5680,424.00112,370.56Halaman 10AnalisaUraian PekerjaanHarga Satuan (Rp.)Upah (Rp.)Bahan (Rp.)Jumlah (Rp.)12345608.6.37.a1 M2 Pasang Atap Seng gelombang0.0060Mandor99,875599.250.0060Kepala Tukang91,125546.750.0600Tukang kayu80,0004,800.020.1200Pembantu tukang69,1258,295.000.7000Bh Seng gelombang45,00031,500.000.0200Kg paku20,400408.0014,241.0231,908.0046,149.02Upah pasang saja+paku14,241.0214,241.02PEKERJAAN PENUTUP LANGIT ~ LANGIT09.6.101 M2 Penutup Langit ~ langit Plywood 60x120 cm tebal 2,7 mm0.0035Mandor99,875349.560.0100Kepala Tukang91,125911.250.1000Tukang kayu80,0008,000.040.0700Pembantu tukang69,1254,838.750.3750Lbr plywood60,00022,500.000.0300Kg paku plywood27,000810.0014,099.602823,310.0037,409.6009.6.191 M' List Langit~langit Kayu Profil0.0030Mandor99,875299.630.0050Kepala Tukang91,125455.630.0500Tukang Kayu80,0004,000.020.0050Pembantu tukang69,125345.631.1000M' List Profil7,2007,920.000.0010Kg paku kayu20,40020.405,100.89507,940.4013,041.3009.6.241 M2 Penutup Langit ~ langit Gybsum 120 x 240 cm tebal 9 mm0.0050Mandor99,875499.380.0050Kepala Tukang91,125455.630.0500Tukang kayu80,0004,000.020.1000Pembantu tukang69,1256,912.500.3640Lbr Gybsum210,60076,658.400.1100Kg. Paku skrup36039.6011,867.520476,698.0088,565.5209.6.271 M' List Langit~langit Gybsum Profil0.0030Mandor99,875299.630.0050Kepala Tukang91,125455.630.0500Tukang Kayu80,0004,000.020.0500Pembantu tukang69,1253,456.251.1000M' List Gybsum Profil34,20037,620.000.0100Kg. Paku skerup3603.608,211.520237,623.6045,835.1209.6.241 M2 Penutup Langit ~ langit Kalciboar0.0050Mandor99,875499.380.0050Kepala Tukang91,125455.630.0500Tukang kayu80,0004,000.020.1000Pembantu tukang69,1256,912.500.3640Lbr Kalciboar75,60027,518.400.1100Kg. Paku kalciboar26,2802,890.8011,867.520430,409.2042,276.7210.6.241 M2 Penutup Langit ~ langit Gybsum board tebal 9 mm0.0050Mandor99,875499.380.0050Kepala Tukang91,125455.630.0500Tukang kayu80,0004,000.020.1000Pembantu tukang69,1256,912.500.3640Lbr gybsum board210,60076,658.400076,658.400.1100Kg paku skrup36039.6088,525.920476,698.00165,223.92PEKERJAAN SANITASI10.6.2Memasang 1 Bh Closed Jongkok Porselin/Keramik0.1600Mandor99,87515,980.000.0010Kepala Tukang91,12591.131.5000Tukang batu80,000120,000.601.0000Pembantu tukang62,50062,500.000.1200Zak semen PC55,2266,627.121.0000Bh Closed Jongkok244,800244,800.000.0600M3 Pasir Pasang93,2005,592.02198,571.7216250,392.02448,963.75Halaman 11AnalisaUraian PekerjaanHarga Satuan (Rp.)Upah (Rp.)Bahan (Rp.)Jumlah (Rp.)12345610.6.3Memasang 1 Bh Closed DudukPorselin/Keramik0.1600Mandor99,87515,980.000.0010Kepala Tukang91,12591.131.5000Tukang batu80,000120,000.601.0000Pembantu tukang62,50062,500.000.1200Zak semen PC55,2266,627.121.0000Bh Closed Duduk1,425,6001,425,600.000.0600M3 Pasir Pasang93,2005,592.02198,571.72161,431,192.021,629,763.7510.6.4Memasang 1 Bh wastafel Porselin/Keramik0.1600Mandor99,87515,980.000.0010Kepala Tukang91,12591.131.5000Tukang batu80,000120,000.601.0000Pembantu tukang62,50062,500.000.1200Zak semen PC55,2266,627.121.0000Bh Wastafel443,520443,520.000.0600M3 Pasir Pasang93,2005,592.02198,571.7216449,112.02647,683.7510.6.7Memasang 1 Bh Bak Mandi Fibreglass (Vol. 0,3 m3)0.1100Mandor99,87510,986.250.5400Kepala Tukang91,12549,207.502.7000Tukang batu80,000216,001.081.8000Pembantu tukang62,500112,499.991.0000Bh Bak Fibreglass540,000540,000.000.1800Perlengkapan (18% harga bak)97,20017,496.00388,694.82557,496.00946,190.8210.6.25Memasang 1 M' Pipa PVC Type AW 1/2"0.0018Mandor99,875179.780.0060Kepala Tukang91,125546.750.0600Tukang batu80,0004,800.020.0360Pembantu tukang62,5002,250.001.2000M' Pipa PVC27,24032,688.000.3500Perlengkapan (35% harga pipa)9,5343,336.907,776.548936,024.9043,801.4510.6.26Memasang 1 M' Pipa PVC Type AW 3/4"0.0018Mandor99,875179.780.0060Kepala Tukang91,125546.750.0600Tukang batu80,0004,800.020.0360Pembantu tukang62,5002,250.001.2000M' Pipa PVC30,00036,000.000.3500Perlengkapan (35% harga pipa)10,5003,675.007,776.548939,675.0047,451.5510.6.27Memasang 1 M' Pipa PVC Type AW 1"0.0018Mandor99,875179.780.0060Kepala Tukang91,125546.750.0600Tukang batu80,0004,800.020.0360Pembantu tukang62,5002,250.001.2000M' Pipa PVC36,00043,200.000.3500Perlengkapan (35% harga pipa)12,6004,410.007,776.548947,610.0055,386.5510.6.29Memasang 1 M' Pipa PVC Type AW 2"0.0018Mandor99,875179.780.0060Kepala Tukang91,125546.750.0600Tukang batu80,0004,800.020.0360Pembantu tukang62,5002,250.001.2000M' Pipa PVC42,00050,400.000.3500Perlengkapan (35% harga pipa)14,7005,145.007,776.548955,545.0063,321.55Halaman 12AnalisaUraian PekerjaanHarga Satuan (Rp.)Upah (Rp.)Bahan (Rp.)Jumlah (Rp.)12345610.6.32Memasang 1 M' Pipa PVC Type AW 4"0.0018Mandor99,875179.780.0060Kepala Tukang91,125546.750.0600Tukang batu80,0004,800.020.0360Pembantu tukang62,5002,250.001.2000M' Pipa PVC48,00057,600.000.3500Perlengkapan (35% harga pipa)16,8005,880.007,776.548963,480.0071,256.5510.6.35Memasang 1 Bh Kran 1/2" dan 3/4"0.0050Mandor99,875499.380.0100Kepala Tukang91,125911.250.1000Tukang batu80,0008,000.040.0100Pembantu tukang62,500625.001.0000Bh Kran Air30,00030,000.000.0250Bh Seal Tape187,5604,689.0010,035.665034,689.0044,724.6610.6.36Memasang 1 Bh Flourdrain0.0050Mandor99,875499.380.0100Kepala Tukang91,125911.250.1000Tukang batu80,0008,000.040.0100Pembantu tukang62,500625.001.0000Bh Flourdrain0.010,035.66500.010,035.66PEKERJAAN BESI DAN ALUMUNIUM11.6.11 Kg Pasang rangka atap baja0.0003Mandor99,87529.960.0060Kepala Tukang91,125546.750.0060Tukang besi80,000480.000.0600Pembantu tukang62,5003,750.001.1000Kg Besi profil WF24,40026,840.000026,840.000.0800Kg Cat Menie besi25,9202,073.6031,646.7128,913.6060,560.31SNI 11.2.61 M3 Pasangan gording bahan kayu kelas II Lanan :0.0970Mandor99,8759,687.880.5800Kepala Tukang91,12552,852.505.8000Tukang kayu80,000464,002.321.9400Pembantu Tukang Kayu62,500121,249.991.1000M3 Balok Lanan2,400,0002,640,000.002.2000Kg paku kayu20,40044,880.00647,792.692,684,880.003,332,672.69Untuk Gording yg diserutUpah X 21,285,897.502,684,880.003,970,777.5011.6.191 M' Pasangan Talang Miring , Seng BJLS 270.0013Mandor99,875129.840.0250Kepala Tukang91,1252,278.130.4000Tukang kayu80,00032,000.160.0400Pembantu tukang62,5002,500.000.5000Lbr Seng plat28,80014,400.000.0150Kg paku kayu20,400306.000.0190M3 Papan lanan2,580,00049,020.000.3000Kg. Cat Meni besi25,9207,776.0036,908.1271,502.00108,410.1211.6.371 M' Pasangan Nok Seng BJLS 300.0060Mandor99,875599.250.0250Kepala Tukang91,1252,278.130.2500Tukang kayu80,00020,000.100.1250Pembantu tukang62,5007,812.500.4000Lbr Seng plat28,80011,520.000.0500Kg paku kayu 1/2" - 1"20,4001,020.000.0600Kg Paku 2" - 5"20,4001,224.000.0040M3 Papan lanan2,580,00010,320.0030,689.9724,084.0054,773.97PEKERJAAN KUNCI DAN KACA12.6.21 Bh Pasang Kunci Tanam Biasa0.0050Mandor99,875499.380.0100Kepala Tukang91,125911.250.5000Tukang kayu80,00040,000.200.0100Pembantu tukang69,125691.251.0000Bh kunci tanam biasa180,000180,000.0042,102.08180,000.00222,102.08Halaman 13AnalisaUraian PekerjaanHarga Satuan (Rp.)Upah (Rp.)Bahan (Rp.)Jumlah (Rp.)12345612.6.31 Bh Pasang Kunci Tanam Kamar Mandi0.0025Mandor99,875249.690.0050Kepala Tukang91,125455.630.5000Tukang kayu80,00040,000.200.0050Pembantu tukang69,125345.631.0000Bh kunci tanam kamar mandi180,000180,000.0041,051.14180,000.00221,051.1412.6.51 Bh Pasang Engsel Pintu0.0008Mandor99,87579.900.0150Kepala Tukang91,1251,366.880.1500Tukang kayu80,00012,000.060.0150Pembantu tukang69,1251,036.881.0000Bh engsel pintu28,80028,800.0014,483.7128,800.0043,283.7112.6.61 Bh Pasang Engsel Jendela0.0005Mandor99,87549.940.0100Kepala Tukang91,125911.250.1000Tukang kayu80,0008,000.040.0100Pembantu tukang69,125691.251.0000Bh engsel Jendela21,60021,600.009,652.4821,600.0031,252.4812.6.91 Bh Pasang Kait Angin0.0008Mandor99,87579.900.0150Kepala Tukang91,1251,366.880.1500Tukang kayu80,00012,000.060.0150Pembantu tukang69,1251,036.881.0000Bh kait/hak angin12,00012,000.0014,483.7112,000.0026,483.7112.6.81 Buah Pasang Espagnolet0.0008Mandor99,87579.900.0150Kepala Tukang91,1251,366.880.1500Tukang kayu80,00012,000.060.0150Pembantu tukang69,1251,036.881.0000Bh Spring Knip41,40041,400.0014,483.7141,400.0055,883.7112.6.171 M2 Pasang Kaca tebal 5 mm0.0008Mandor99,87579.900.0150Kepala Tukang91,1251,366.880.1500Tukang kayu80,00012,000.060.0150Pembantu tukang69,1251,036.881.1000M2 kaca tebal 5 mm142,560156,816.0014,483.71156,816.00171,299.71PEKERJAAN PENUTUP LANTAI DAN DINDING13.6.441 M2 Pasang Lantai Keramik 20 x 20 cm0.0300Mandor99,8752,996.250.0350Kepala Tukang91,1253,189.380.3500Tukang batu80,00028,000.140.6200Pembantu tukang62,50038,750.001.0000M2 Keramik 20 x 2055,20055,200.000.2276Zak semen55,22612,569.440.0420M3 Pasir pasang93,2003,914.420.0375Kg semen warna3,600135.0072,935.7671,818.85144,754.62Halaman 14AnalisaUraian PekerjaanHarga Satuan (Rp.)Upah (Rp.)Bahan (Rp.)Jumlah (Rp.)12345613.6.471 M2 Pasang Lantai Keramik 30 x 30 cm0.0300Mandor99,8752,996.250.0350Kepala Tukang91,1253,189.380.3500Tukang batu80,00028,000.140.6200Pembantu tukang62,50038,750.001.0000M2 Keramik 30 x 3072,00072,000.0011.3800Kg semen1,56317,786.940.0420M3 Pasir pasang93,2003,914.420.0375Kg semen warna3,600135.0072,935.7693,836.36166,772.1213.6.47.a1 M2 Pasang Lantai Keramik 40 x 40 cm0.0300Mandor99,8752,996.250.0350Kepala Tukang91,1253,189.380.3500Tukang batu80,00028,000.140.6200Pembantu tukang62,50038,750.001.0000M2 Keramik 40 x 4081,36081,360.000.2276Zak Smen55,22612,569.440.0420M3 Pasir pasang93,2003,914.420.0375Kg semen warna3,600135.0072,935.7697,978.85170,914.6213.6.47.c1 M2 Pasang Lantai Keramik anti gores 60 x 60 cm0.0300Mandor99,8752,996.250.0350Kepala Tukang91,1253,189.380.3500Tukang batu80,00028,000.140.6200Pembantu tukang62,50038,750.001.0000m2 Keramik 60/60300,000300,000.002.7778Kg semen55,226153,405.560.360.0420M3 Pasir pasang93,2003,914.422.77777777780.0375Kg semen warna3,600135.0072,935.76457,454.97530,390.7313.6.681 M2 Pasang Dinding Keramik 20 x 25 cm0.0300Mandor99,8752,996.250.0450Kepala Tukang91,1254,100.630.3500Tukang batu80,00028,000.140.6000Pembantu tukang62,50037,500.001.0000M2 Keramik 20 x 2561,20061,200.000.1860Kg semen1,563290.720.0180M3 Pasir pasang93,2001,677.610.0375Kg semen warna3,600135.0072,597.0163,303.33135,900.34PEKERJAAN PENGECATAN14.6.11 M2 Mengikis/mengerok permukaan cat tembok lama0.0025Mandor99,875249.690.1500Pembantu tukang62,5009,375.000.0500kg Soda api76,0003,800.009,624.693,800.0013,424.69SNI 6.71 M2 Pengecatan bidang Kayu lama0.0025Mandor99,875249.690.0075Kepala tukang91,125683.440.0750Tukang cat80,0006,000.030.0700Pembantu Tukang62,5004,375.000.1500Plamir24,0003,600.000.1700Cat dasar22,2003,774.000.1700Cat penutup40,3206,854.4011,308.1514,228.4025,536.55SNI 6.151 M2 Pengecatan tembok lama (1 lapis cat dasar, 2 lapis cat penutup)0.0025Mandor99,875249.690.0042Kepala tukang91,125382.730.0420Tukang cat80,0003,360.020.0280Pembantu Tukang62,5001,750.000.1200Cat dasar13,6801,641.600.1800Cat penutup 2X27,3604,924.805,742.436,566.4012,308.83Halaman 15AnalisaUraian PekerjaanHarga Satuan (Rp.)Upah (Rp.)Bahan (Rp.)Jumlah (Rp.)12345614.6.81 M2 Pengecatan Bidang Kayu Baru (1 lps plamir, 1 lps cat dsr, 2 lps cat kilap)0.0025Mandor99,875249.690.0060Kepala Tukang91,125546.750.0090Tukang cat80,000720.000.0700Pembantu tukang62,5004,375.000.2000kg cat meni25,9205,184.000.1500kg plamir28,8004,320.000.1700kg cat dasar22,2003,774.000.2600kg cat kilap40,32010,483.200.2600kg cat brown besi294,00076,440.005,891.4423,761.2029,652.64Untuk cat semprot/deco 2 x11,782.8847,522.4059,305.28Untuk cat besi5,891.4485,398.0091,289.4414.6.121 M2 Pelaburan Bidang Kayu Dengan Cat Residu/Ter0.0060Mandor99,875599.250.1000Pembantu tukang62,5006,250.000.3500Ltr Residu/ter7,5602,646.006,849.252,646.009,495.2514.6.141 M2 Pengecatan Bidang Tembok Baru (1 lps plamir, 1 lps cat dsr, 2 lps cat penutup)0.0025Mandor99,875249.690.0063Kepala Tukang91,125574.090.0630Tukang cat80,0005,040.030.0200Pembantu tukang62,5001,250.000.1000kg plamir24,0002,400.000.1000kg cat dasar13,6801,368.000.2600kg cat penutup (Dulux)13,6803,556.800.2600kg cat penutup (matex setara)13,6803,556.800.2600kg cat genteng16,5604,305.60Cat Tembok (Dulux)7,113.807,324.8014,438.607,113.807,324.8014,438.60Cat Genteng7,113.808,073.6015,187.4014.6.151 M2 Pengecatan Bidang Tembok lama (1 lps cat dsr, 2 lps cat penutup)0.0025Mandor99,875249.690.0063Kepala Tukang91,125574.090.0630Tukang cat80,0005,040.030.0200Pembantu tukang62,5001,250.000.1000kg cat dasar13,6801,368.000.2600kg cat penutup (Matex)13,6803,556.807,113.804,924.8012,038.60ANALISA BOWF.11 M3 Mengerjakan rangka bawah0.2500Mandor99,87524,968.750.7500Kepala tukang91,12568,343.757.5000Tukang kayu80,000600,003.005.0000Pembantu tukang69,125345,625.021.1000M3 kayu ulin4,500,0004,950,000.005.0000Kg paku ulin22,560112,800.001,038,940.525,062,800.006,101,740.52F.22.a1 M3 Mengerjakan rangka badan kayu lanan0.4000Mandor99,87539,950.002.4000Kepala tukang91,125218,700.0024.0000Tukang kayu80,0001,920,009.608.0000Pembantu tukang69,125553,000.031.1000M3 Kayu Lanan2,400,0002,640,000.003.0000Kg Paku kayu20,40061,200.002,731,659.632,701,200.005,432,859.63F.22.b1 M3 Mengerjakan rangka badan kayu ulin0.4000Mandor99,87539,950.002.4000Kepala tukang91,125218,700.0024.0000Tukang kayu80,0001,920,009.608.0000Pembantu tukang69,125553,000.031.1000M3 Kayu ulin4,500,0004,950,000.003.0000Kg Paku ulin22,56067,680.002,731,659.635,017,680.007,749,339.63Halaman 16AnalisaUraian PekerjaanHarga Satuan (Rp.)Upah (Rp.)Bahan (Rp.)Jumlah (Rp.)123456F.381 M2 Mengerjakan lantai papan ulin tebal 3 cm lidah diserut rapi0.0360Mandor99,8753,595.500.0135Kepala tukang91,1251,230.190.1350Tukang kayu80,00010,800.050.7200Pembantu tukang69,12549,770.000.0700M3 Papan ulin5,400,000378,000.000.3640Kg Paku ulin22,5608,211.8465,395.74386,211.84451,607.58F.38.a1 M2 Mengerjakan lantai papan lanan tebal 3 cm lidah diserut rapi0.0360Mandor99,8753,595.500.0135Kepala tukang91,1251,230.190.1350Tukang kayu80,00010,800.050.7200Pembantu tukang69,12549,770.000.0700M3 Kayu Lanan2,580,000180,600.000.3640Kg Paku kayu20,4007,425.6065,395.74188,025.60253,421.34F.38.c1 M2 mengerjakan dinding papan lanan tebal 2 cm lidah diserut rapi0.0300Mandor99,8752,996.250.1800Kepala tukang91,12516,402.501.8000Tukang kayu80,000144,000.720.6000Pembantu tukang69,12541,475.000.0233M3 Kayu Lanan2,580,00060,114.000.2000Kg Paku kayu20,4004,080.00204,874.4764,194.00269,068.47SNI 11.2.61 M3 Pasangan gording bahan kayu kelas II Lanan :0.0970Mandor99,8759,687.880.5800Kepala Tukang91,12552,852.505.8000Tukang kayu80,000464,002.321.9400m3 kayu lanan69,125134,102.511.1000M3 Balok Lanan2,400,0002,640,000.002.2000Kg paku kayu20,40044,880.00660,645.202,684,880.003,345,525.20Untuk gording (diserut) = upah x 21,321,290.412,684,880.004,006,170.41SNI 12.1.7a1 M2 Penutup langit-langit papan molding0.0100Mandor99,875998.750.0600Kepala tukang kayu91,1255,467.500.6000Tukang kayu80,00048,000.240.2000Pembantu tukang69,12513,825.0016.0000Bh paku4807,680.002.5000Kp molding papan lanan33,12082,800.0068,291.4990,480.00158,771.4907.6.42.c1 M3 Membuat Balok/Dag beton bertulang (75 Kg besi + begesting)0.1850Mandor99,87518,476.880.4200Kepala Tukang91,12538,272.501.0500Tukang besi78,75082,687.502.8000Tukang kayu80,000224,001.120.3500Tukang batu80,00028,000.145.8000Pembantu tukang62,500362,499.983.2000Kg Paku kayu20,40065,280.0075.0000Besi beton polos15,6001,170,000.002.2500Kawat beton16,80037,800.003.2000kg semen1,5635,001.600.5200Pasir beton93,20048,464.210.7800Koral396,720309,441.60753,938.111,635,987.412,389,925.52Kasongan, April 2009Konsultan PerencanaCV. WIRA CIPTA DESIGNPusat Palangka Raya,A'AN AGUS P, STDirektur

Nasya Comp:

RabRENCANA ANGGARAN BIAYA ( RAB )PROGRAM:PEMBANGUNAN SARANA DAN PRASARANA APARATURKEGIATAN:PEMBANGUNAN GEDUNG KANTORLOKASI:KASONGANT.A:2009Hal - 01Jumlah HargaJumlahJumlahNo.Uraian PekerjaanAnalisaVolumeUpah & BahanHargaTotal(Rp)(Rp)(Rp.)1234567A.PEKERJAAN PENDAHULUAN1Pembersihan lokasi01.6.71,368.00M28,174.3711,182,544.482Pek. Pengukuran dan pasang bouwplank01.6.4148.00M'64,353.669,524,342.363Pembuatan papan namaLs1.00Paket400,000.00400,000.004Pembuatan bangsal kerjaLs24.00M2350,000.008,400,000.0029,506,886.8429,506,886.84B.PEKERJAAN TANAH1Pek. Galian tanah pondasi02.6.1233.70M334,695.008,108,221.162Pek. Urugan pasir bawah pondasi02.6.1130.42M3121,464.233,694,941.843Pek. Urugan tanah bawah lantai02.6.11.a166.40M3119,124.8519,822,375.7283.24Pek. Urugan Pasir Bawah Lantai02.6.11.a43.20M3119,124.855,146,193.7021.65Pek. Urugan tanah kembali02.6.946.43M316,633.62772,299.1837,544,031.6037,544,031.60C.PEKERJAAN PONDASI, DINDING, LANTAI, BETON + PLESTERAN1Pek Pondasi batu kosong03.6.445.63M3518,559.1223,661,852.58392.252Pek. Pondasi Batu Belah03.6.5111.22M3758,345.9084,343,230.923Pek. Pondasi rolag bata merah04.6.925.00M2112,981.682,824,542.074Pek. Lantai Kerja Pondasi Plat Beton07.6.40.07M399,744.316,982.105Pek. Pondasi Plat Beton07.6.380.14M33,329,508.67466,131.216Pek. Sloff 15/2007.6.3911.76M33,329,508.6739,155,021.967Pek. Kolom Beton 30/30 cm07.6.40.a1.54M34,147,144.606,386,602.688Pek. Kolom Beton 20/20 cm07.6.40.a4.59M34,147,144.6019,035,393.719Pek. Kolom Praktis07.6.45280.00M'62,335.1917,453,851.8510Pek. Ring balk 15/2007.6.46392.25M'84,429.4633,117,457.5011Pek. Pas dinding batu bata04.6.111132.00M2112,981.68127,895,265.1312Pek. Plesteran dinding05.6.42244.88m234,473.2077,388,188.7813Pek. List Profil DindingLS170.90M'31,365.185,360,309.0114Pek. Pembuatan List dak beton Keliling tebal 5 cm07.6.40.a3.01M34,147,144.6012,482,905.2515Pek. Ornamen Pasangan Batu alam Pada DindingLs7.20M2622,300.004,480,560.0016Pek. Cor Beton Tumbuk 1:3:607.6.240.65M3651,565.7726,486,148.4217Pek. Pasangan Keramik Lantai 20/20 cm13.6.4441.00M2144,754.625,934,939.3018Pek. Pasangan Keramik Lantai 30/30 cm13.6.4760.00M2166,772.1210,006,327.17701.5019Pek. Pasangan Keramik dinding 20/25 cm13.6.68113.10M2135,900.3415,370,328.22511,856,037.87511,856,037.87D.PEKERJAAN KUDA - KUDA, ATAP + PLAFON1Pek. Kuda-Kuda Ky. Klas II 6/12 cm06.6.289.16M34,427,149.8240,552,692.322Pek. Pasangan Gording, Jurai, Suai Ky Klas II 6/12SNI 11.2.65.89M33,332,672.6919,629,442.133Pek. Pas. Kasau/Reng Ky Kls II06.6.311174.57M252,983.1762,232,436.612Pek. Pasangan Atap Genteng Metal08.6.321174.57M291,266.17107,198,500.373Pek. Pasang listplank kayu kuat kelas I Uk. 2/1006.6.47a231.00M'38,758.468,953,203.204Pek. Pasang listplank kayu kuat kelas I Uk. 2/2006.6.47231.00M'52,282.4612,077,247.205Pek. Tawing layarF.38.c13.80M2269,068.473,713,144.926Pek. Pasangan Bubungan Atap Genteng Metal08.6.36145.60M2112,370.5616,361,153.697Pek. Talang Jurai11.6.3745.40M'54,773.972,486,738.448Pek. Rangka plafon06.6.391070.80M270,977.6076,002,815.049Pek. Pas Plafond Calsiboard09.6.241070.80M242,276.7245,269,912.2310Pek. List plafon Gipzum09.6.27491.80M'45,835.1222,541,712.1211Pek. List plafon Moulding09.6.19355.60M'13,041.304,637,484.51417,018,998.27417,018,998.27Hal - 02Jumlah HargaJumlahJumlahNo.Uraian PekerjaanAnalisaVolumeUpah & BahanHargaTotal(Rp)(Rp)(Rp.)1234567E.PEKERJAAN KUSEN, PINTU & JENDELA1Pek. Kusen pintu & jendela kayu kuat kelas I Uk. 6/1206.6.14.30M37,176,970.5330,860,973.262Pek. Daun pintu panel kayu kuat kelas I06.6.718.48M2512,901.009,478,410.563Pek. Daun pintu panel kayu kuat kelas II06.6.823.42M2400,101.009,370,365.524Pek. Bingkai daun Pintu Kayu klas Kuat II06.6.1031.54M2327,820.8010,339,468.145Pek. Daun jendela kayu kuat kelas II06.6.1098.86M2327,820.8032,408,364.626Pek. Pasang kaca Gelap daun pintuLs31.54M2157,560.004,969,442.407Pek. Pasang kaca daun jendelaLs98.86M2142,560.0014,093,481.608Pek. Ventilasi papan06.6.11.a3.74M2373,145.181,395,562.969Dinding Partisi multiplek 6 mm06.6.54.a99.94M2171,918.6917,181,553.9610Dinding Partisi Kaca tbl 5 mm06.6.54.b35.29M2278,675.499,834,458.0711Dinding Partisi Papan06.6.5431.57M276,800.182,424,581.7112Daun Pintu Panel dinding Partisi06.6.88.84M2400,101.003,536,892.8813Bingkai Daun pintu pada dinding Partisi06.6.913.12M2426,520.805,595,952.9414Lest Propil Molding pada dinding Partisi09.6.191,661.00M'13,041.3021,661,591.05173,151,099.67173,151,099.67F.PEKERJAAN KUNCI + PENGGANTUNG1Pek. Kunci tanam daun pintu12.6.254.00Bh222,102.0811,993,512.052Pek. Pasang engsel daun pintu12.6.5108.00Bh43,283.714,674,640.693Pek. Pasang engsel daun jendela/Daun ventilasi12.6.6290.00Bh31,252.489,063,218.494Pas. Grendel pintu doubleLs3.00Set15,840.0047,520.005Pas. Grendel jendelaLs145.00Set7,920.001,148,400.006Pas. Hak anginLs290.00Bh12,000.003,480,000.007Pas. HandleLs145.00Bh5,400.00783,000.008Expanolet12.6.83.00Set55,883.71167,651.1331,357,942.3631,357,942.36G.PEKERJAAN SANITASI1Pek. Pasang bak mandi fiber Uk. 70 x7 0 cm10.6.710.00Bh946,190.829,461,908.232Pek. Pasang Closet duduk10.6.31.00Bh1,629,763.751,629,763.753Pek. Pasang closet jongkok10.6.28.00Bh448,963.753,591,709.974Pek. Pasang kran air standar10.6.3517.00Bh44,724.66760,319.305Pek. Pasang wastafel10.6.47.00Bh647,683.754,533,786.226Pek.Pasang Pipa 1"10.6.2716.00M'55,386.55886,184.787Pek. Instalasi pipa air bersih Uk. 3/4"10.6.26245.00M'47,451.5511,625,629.478Pek. Instalasi pipa air Uk. 2"10.6.2970.00M'63,321.554,432,508.429Pek. Instalasi pipa air kotor 4"10.6.3260.00M'71,256.554,275,392.9310Septicktank + rembesan 6 M3Ls6.00Unit3,600,000.0021,600,000.0011Penyambungan Pompa Listrik + PemasanganLs1.00Unit1,200,000.001,200,000.0063,997,203.0763,997,203.07H.PEKERJAAN INSTALASI LISTRIK1Pek. Titik lampu + instalasiLs131.00Titik205,560.0026,928,360.002Pek. Stop kontak + instalasiLs21.00Titik205,560.004,316,760.003Pas. Sachelar gandaLs42.00Bh25,920.001,088,640.004Pas. Sachelar tunggalLs27.00Bh20,160.00544,320.005Pas. Lampu TL 2 x 40 WattLs9.00Bh174,000.001,566,000.006Pas. Lampu TL BambuLs61.00Bh132,000.008,052,000.006Pas. Lampu pijar 40 WattLs34.00Bh24,000.00816,000.007Pas. Lampu DonlaighLs25.00Bh25,200.00630,000.008Pas. Lampu BaretLs1.00Bh54,000.0054,000.009Pas. Lampu hias GantungLs1.00Bh414,000.00414,000.0010Penyambungan listrik ke PLNLs1.00Paket3,500,000.003,500,000.0047,910,080.0047,910,080.00I.PEKERJAAN CAT-CATAN1Pek. Cat dinding14.6.142,444.76M212,947.2531,652,923.802Pek. Cat plafon14.6.141,070.80M212,947.2513,863,917.443Pek. Cat kilap kayu14.6.8689.26M227,468.2618,932,772.8964,449,614.1364,449,614.13Hal - 03Jumlah HargaJumlahJumlahNo.Uraian PekerjaanAnalisaVolumeUpah & BahanHargaTotal(Rp)(Rp)(Rp.)1234567JPEMBUATAN TOWER AIR BERSIH1Galian tanah02.6.10.75M334,695.0026,021.252Urugan Pasir bawah lantai02.6.110.60M3121,464.2372,878.543Pas. Batu Bata Trasram04.6.33.00M'233,146.48699,439.444Cor Beton rabat07.6.20.60M3651,565.77390,939.465Tongkat Ulin Blk 10/10F.10.24M36,101,740.521,464,417.736Sloff Blk 10/10F.22.b0.07M37,749,339.63526,955.107Kaca Puri Ulin 5/10F.10.08M36,101,740.52488,139.248Suai Balok Ulin 5/10F.22.b0.21M37,749,339.631,627,361.329Gelagar Balok Ulin 5/10F.22.b0.14M37,749,339.631,084,907.5510Lantai Papan Ulin 3/20F.388.16M3451,607.583,685,117.8911Pagar Keliling Balok 5/10F.22.b0.09M37,749,339.63697,440.5712Tangga Balok 5/5 UlinF.22.b0.02M37,749,339.63139,488.1113Tangki Air Kap. 1200 ltrLs2.00Unit1,560,000.003,120,000.0014Stop Kran 3/4Ls2.00bh30,000.0060,000.0014,083,106.1914,083,106.19REKAPITULASI TOTALPROGRAM:PEMBANGUNAN SARANA DAN PRASARANA APARATURKEGIATAN:PEMBANGUNAN GEDUNG KANTORLOKASI:KASONGANT.A:2009REKAPITULASI TOTAL BIAYA FISIKA.PEKERJAAN PENDAHULUAN29,506,886.84B.PEKERJAAN TANAH37,544,031.60C.PEKERJAAN PONDASI, DINDING, LANTAI, BETON + PLESTERAN511,856,037.87D.PEKERJAAN KUDA - KUDA, ATAP + PLAFON417,018,998.27E.PEKERJAAN KUSEN, PINTU & JENDELA173,151,099.67F.PEKERJAAN KUNCI + PENGGANTUNG31,357,942.36G.PEKERJAAN SANITASI63,997,203.07H.PEKERJAAN INSTALASI LISTRIK47,910,080.00I.PEKERJAAN CAT-CATAN64,449,614.13J.PEMBUATAN TOWER AIR BERSIH14,083,106.19TOTAL BIAYA FISIK1,390,875,000.00DIBULATKAN1,390,875,000.00Terbilang ## Satu Miliyar Tiga ratus Sembilan Puluh Juta Delapan Ratus Tujuh Puluh Lima Ribu Rupiah ###KASONGAN, April 2009Diperiksa/disetujui oleh :Pengelola TeknisKabit Cipta Karya Dinas Pekerjaan UmumKabupaten KatinganIr. HERU BUDIARTO Y. MTNIP. 1964 02 29 1994 03 1 004DisetujuiMengetahui :Pejabat Pelaksana Teknis KegiatanKepala Dinas Pemuda Olahraga(PPTK)Kebudayaan dan Pariwisata Kabupaten KatinganPenata Tingkat IPembina Tingkat IHARNISEN, S.PdDrs. SURAPATI NANYANNIP. 1955 02 04 1979 03 1 009NIP. 1956 12 10 1980 01 1 002

Perencana :

CV. WIRA CIPTA DESIGNPusat Palangka Raya

A'AN AGUS P, STDirekturDiperiksa Oleh :

Dinas Pekerjaan Umum Prop. Kalimantan TengahSub Dinas Bina Pengembangan Permukiman

YUSRAN A. BUNDANNIP. 110 148 154Diperiksa :

Kepala PSBRKWProvinsi Kalimantan Tengah

Drs. GAZALI RAHMANNIP. 170 018 506Menyetujui :

Kepala Dinas Kesejahteraan SosialProvinsi Kalimantan Tengah

Ir. OBER GULTOM, MTNIP. 110 037 817Perencana :CV. WIRA CIPTA DESIGNPusat Palangka Raya,

A'AN AGUS P, STDirektur

DimensiDIMENSIPROGRAM:PEMBANGUNAN SARANA DAN PRASARANA APARATURKEGIATAN:PEMBANGUNAN GEDUNG KANTORLOKASI:KASONGANT.A:20090:0NoJenis KegiatanPanjangLebarTinggiJumlahPEKERJAAN PENDAHULUAN1Pembersihan lokasi2Pek. Pengukuran dan pasang bouwplang3Pembuatan papan nama4Pembuatan bangsal kerjaPEKERJAAN TANAH1Pek Pondasi batu kosong2Pek. Pondasi Batu Belah3Pek. Pondasi rolag bata merah4Pek. Lantai Kerja Pondasi Plat Beton5Pek. Pondasi Plat Beton6Pek. Sloff 20/257Pek. Kolom Beton 30/30 cm8Pek. Kolom Beton 20/20 cm9Pek. Kolom Praktis10Pek. Ring balk 15/2011Pek. Pas dinding batu bata12Pek. Plesteran dinding13Pek. List Profil Dinding14Pek. Ornamen Pasangan Batu alam Pada Dinding15Pek. Cor Beton Tumbuk 1:3:616Pek. Cor Beton Tumbuk Rabat 1:3:617Pek. Pasangan dinding Bata Saluran18Pek. Plesteran Saluran19Pek. Cor Lantai Kerja Saluran20Pek. Pasangan Keramik Lantai 20/20 cm21Pek. Pasangan Keramik Lantai 40/40 cm22Pek. Pasangan Keramik Lantai 30/30 cm23Pek. Pasangan Keramik dinding 20/25 cm24Pek. Pasangan Keramik Lantai 60/60 cmPEKERJAAN KUDA - KUDA, ATAP + PLAFON1Pek. Kuda-Kuda Rangka Baja ringan2Pek. Pasangan Atap Genteng Metal3Pek. Pasang listplang kayu kuat kelas I Uk. 2/104Pek. Pasang listplang kayu kuat kelas I Uk. 2/205Pek. Tawing layar6Pek. Pasangan Bubungan Atap Genteng Metal7Pek. Talang Jurai8Pek. Rangka plafon9Pek. Pas Plafond Calsiboard10Pek. List plafon Gibzum11Pek. List plafon Moulding