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DUP3 Daftar Uraian Pekerjaan

Proyek: Pekerjaan Rumah Tinggal 2 LantaiLokasi: KetintangKonsultan: PT. ABCKontrkator: PT. ABCNo.Uraian Pekerjaan(1)(2)IPEKERJAAN PERSIAPAN1Pembersihan Lapangan2Pembuatan BouplankIIPEKERJAAN TANAH DAN PODASI1Galian Tanah2Urugan Sertu3Urugan Pasir4Anstamping5Pasangan Batu Kali (1:4)IIILANTAI 1APEKERJAAN BETON BERTULANG1Poor Type P12Poor Type P23Poor Type P34Sloof5Kolom Type K16Kolom Type K27Kolom Type KP8Balok Type B19Balok Type B210Plat Lantai11TanggaBLANTAI 2IVPEKERJAAN BETON BERTULANG1Kolom Type K12Kolom Type K23Kolom Type K34Kolom Type KP5Balok Type B16Balok Type B2VPEKERJAAN PASANGAN1Pasangan Bata 1 pc : 6ps2Pasangan Trasram 1 pc : 3 ps3Plesteran 1 pc : 6 ps4Plesteran 1 pc : 3 psVIPEKERJAAN KUDA-KUDA & RANGKA ATAP1Rangka Kuda - kuda WF 150.75.7.52Rangka Kuda - kuda WF 150.75.7.53Kolom pendek WF 150.75.7.54Gording C 125.50.0,35Gording C 125.50.0,36Besi siku 65.130.8 penahan gording7Besi siku 40.50.3 penahan usuk8Plat plendes + plat simpul9Ikatan angin 16 mm10Penggantung gording 12 mm11Besi pengaku 16 mm12Angker 16 mm13Mur Baut 14Usuk 5/7 & Reng 2/3 Kayu baru15Genteng ex karang pilang16Wuwung ex karang pilangVIIPEKERJAAN PLAFOND1Pas. Plafond Calsiboard t = 5mm + rangka Plafond lt 22Meni Rangka PlafondVIIIPEKERJAAN LANTAI1Pas. Keramik 30/30 putih polos lt 1 & lt 2IXPEKERJAAN PENGECATAN1Cat Plafond Lt 2 2Cat dindingXPEKERJAAN PLUMBINGAPERPIPAAN AIR KOTOR1Sumur ResapanBPERPIPAAN AIR BEKAS1Pipa PVC diameter 3"2Pipa PVC diameter 2"CJARINGAN PERPIPAAN AIR BERSIH1Stop kran 1"2Stop kran 2"3Pipa PVC AW diameter 3/4 "DINSTALASI TANDON AIR ATAS1Tandon air atas fiber kap 1,1 m32Water level kontrol3Kabel WLC dari tandon atas ke panel pompa NYM 4x1,5 mm4Stop kran 1 1/2 " (untuk distribusi)5Stop kran 1 1/2 " (untuk penguras)6Pipa PVC AW D 1 1/2 " (untuk distribusi)7Pipa PVC AW D 1 1/2 " (untuk penguras)EINSTALASI TANDON AIR BAWAH1Pompa Air bersih Q max = 40 lpmHead max = 40 m2Pipa PVC AW D 1 1/2 "FPIPA AIR HUJAN 1Pipa PVC 4" Type D menuju DrainaseXIPEKERJAAN INSTALASI LISTRIKAPEKERJAAN PANEL SDP 41Pengadaan dan pemasangan Panel MDPBox Panel cw. KelengkapanBPEKERJAAN INSTALASI PENERANGAN1Lampu TL Balk 18 watt2Lampu SL 18 watt3Instalasi Lampu4Saklar Ganda5Saklar Tunggal6Instalasi stop kontak

DVP4.2 Daftar Uraian Pekerjan

Proyek: Pekerjaan Rumah Tinggal 2 LantaiLokasi: KetintangKonsultan: PT. ABCKontrkator: PT. ABCNo.Uraian PekerjaanVOLUMESAT(1)(2)(3)(4)IPEKERJAAN PERSIAPAN1Pembersihan Lapangan162.50m22Pembuatan Bouplank51.00m2

IIPEKERJAAN TANAH DAN PODASI1Galian Tanah54.67m32Urugan Sertu8.13m33Urugan Pasir2.55m34Anstamping10.20m35Pasangan Batu Kali (1:4)22.44m3

IIILANTAI 1APEKERJAAN BETON BERTULANG1Poor Type P10.42m32Poor Type P20.25m33Poor Type P32.65m34Sloof3.72m35Kolom Type K10.55m36Kolom Type K23.79m37Kolom Type KP0.73m38Balok Type B10.55m39Balok Type B21.71m310Plat Lantai19.50m311Tanggam3

BLANTAI 2IVPEKERJAAN BETON BERTULANG1Kolom Type K10.04m32Kolom Type K21.92m33Kolom Type K30.88m34Kolom Type KP0.31m35Balok Type B10.78m36Balok Type B23.61m3VPEKERJAAN PASANGAN1Pasangan Bata 1 pc : 6ps1,257.76m22Pasangan Trasram 1 pc : 3 ps656.36m23Plesteran 1 pc : 6 ps1,312.72m24Plesteran 1 pc : 3 ps609.88m2

VIPEKERJAAN KUDA-KUDA & RANGKA ATAP1Rangka Kuda - kuda WF 150.75.7.51,682.00kg2Rangka Kuda - kuda WF 150.75.7.5954.00kg3Kolom pendek WF 150.75.7.5100.00kg4Gording C 125.50.0,3459.00kg5Gording C 125.50.0,381.00kg6Besi siku 65.130.8 penahan gording4.00kg7Besi siku 40.50.3 penahan usuk2.00kg8Plat plendes + plat simpul193.00kg9Ikatan angin 16 mm12.00lonjor10Penggantung gording 12 mm12.00lonjor11Besi pengaku 16 mm12.00lonjor12Angker 16 mm60.00lonjor13Mur Baut 33.33kg14Usuk 5/7 & Reng 2/3 Kayu baru283.00m215Genteng ex karang pilang283.00m216Wuwung ex karang pilang6.00m'

VIIPEKERJAAN PLAFOND1Pas. Plafond Calsiboard t = 5mm + rangka Plafond lt 2162.50m22Meni Rangka Plafond162.50m2

VIIIPEKERJAAN LANTAI1Pas. Keramik 30/30 putih polos lt 1 & lt 2178.87m2

IXPEKERJAAN PENGECATAN1Cat Plafond Lt 2 162.50m22Cat dinding1,312.72m2

XPEKERJAAN PLUMBINGAPERPIPAAN AIR KOTOR1Sumur Resapan1.00buah

BPERPIPAAN AIR BEKAS1Pipa PVC diameter 3"30.00m'2Pipa PVC diameter 2"32.00m'

CJARINGAN PERPIPAAN AIR BERSIH1Stop kran 1"3.00buah2Stop kran 2"1.00buah3Pipa PVC AW diameter 3/4 "30.00m'

DINSTALASI TANDON AIR ATAS1Tandon air atas fiber kap 1,1 m31.00bh2Water level kontrol1.00bh3Kabel WLC dari tandon atas ke panel pompa NYM 4x1,5 mm1.00m'4Stop kran 1 1/2 " (untuk distribusi)1.00bh5Stop kran 1 1/2 " (untuk penguras)3.00bh6Pipa PVC AW D 1 1/2 " (untuk distribusi)1.50m'7Pipa PVC AW D 1 1/2 " (untuk penguras)1.00m'

EINSTALASI TANDON AIR BAWAH1Pompa Air bersih 1.00buaahQ max = 40 lpmHead max = 40 m2Pipa PVC AW D 1 1/2 "1.00buah

FPIPA AIR HUJAN 1Pipa PVC 4" Type D menuju Drainase24.00m'

XIPEKERJAAN INSTALASI LISTRIKAPEKERJAAN PANEL SDP 41Pengadaan dan pemasangan Panel MDPBox Panel cw. Kelengkapan1.00unit

BPEKERJAAN INSTALASI PENERANGAN1Lampu TL Balk 18 watt14.00buah2Lampu SL 18 watt39.00buah3Instalasi Lampu39.00titik4Saklar Ganda7.00buah5Saklar Tunggal12.00buah6Instalasi stop kontak18.00buah

PV4.1 Uraian Perhitungan Volume

Proyek: Pekerjaan Rumah Tinggal 2 LantaiLokasi: KetintangKonsultan: PT. ABCKontrkator: PT. ABCNo.Uraian Pekerjaan(1)(2)IPEKERJAAN PERSIAPAN1Pembersihan Lapangan2Pembuatan Bouplankp=12.5mp=12.5ml=13ml=13mL=162.5m2K=51m2

IIPEKERJAAN TANAH DAN PODASI1Galian Tanahpoer type 1poer type 2p=1.00mp=1.20ml=0.70ml=0.70mt=0.30mt=0.30mj=2.00bhj=1.00bhv=0.42m3v=0.252m3

pondasi 1/2pondasi utuhl=0.60ml=0.72mt=0.70m t=0.70m K=32.50mK=74.50mv=13.65m3v=37.70m3

2Urugan Sertupoer type 3p=12.50mp=0.70ml=13.00ml=0.70mt=0.05mt=0.30mV=8.13m3j=18.00bh3Urugan Pasirv=2.646m3p=51.00ml=1.00mt=0.05mtotal galian tahan =54.67m3v=2.55m34Anstampingp=51.00ml=1.00mt=0.20mv=10.20m35Pasangan Batu Kali (1:4)p=51.00ml1=0.30ml2=0.80mt=0.80mv=22.44m3

IIILANTAI 1APEKERJAAN BETON BERTULANG1Poor Type P1p=1.00mBekistingl=0.70mk=1.68m2t=0.30m1.68m2j=2.00bhv=0.42m34.000m2/m34.000m2/m32Poor Type P2p=1.20mBekistingl=0.70mk=0.84m2t=0.30m0.84m2j=1.00bhv=0.252m33.333m2/m33Poor Type P33.333m2/m3p=0.70mBekistingl=0.70mk=15.12m2t=0.30m15.12m2j=18.00bhv=2.646m35.714m2/m35.714m2/m33sloofsegmen a1volume bekestingp=3.00m=0.27b=0.15m=0.27m2/m3h=0.30mv=0.135m3

segmen a2volume bekestingp=1.00m=0.09b=0.15m=0.09m2/m3h=0.30mv=0.045m3




segmen a6volume bekestingp=2.25m=0.2156625b=0.15m=0.215m2/m3h=0.30mv=0.10125m3segmen a7volume bekestingp=2.50m=0.2341125b=0.15m=0.234m2/m3h=0.30mv=0.1125m3





segmen a13volume bekestingp=5.33m=0.49275b=0.15m=0.492m2/m3h=0.30mv=0.239625m3v=0.47925








total volume =3.7224m3total volume bekesting =5.171m2/m3

4Kolom Type K1b=0.60mvolume bekestingh=0.12m=2.9942784t=3.80m=2.994m2/m3j=2.00bhv=0.5472m3

5Kolom Type K2b=0.35mvolume bekestingh=0.15m=14.4039t=3.80m=14.403m2/m3j=19.00bhv=3.7905m3

6Kolom Type K3volume bekestingb=0.20m=0.1824h=0.12m=0.182m2/m3t=3.80mj=8.00bhv=0.7296m3

7Kolom Type KPvolume bekestingb=0.12m=0.10944h=0.12m=0.109m2/m3t=3.80mj=10.00bhv=0.5472m38Balok Type B1segmen a1volume bekestingp=3.00m=0.3b=0.20m=0.3m2/m3h=0.25mv=0.15m3


















total volume =4.361m3total volume bekesting =23.87m2/m39Balok Type B2segmen b1volume bekestingp=4.50m=0.45b=0.20m=0.45m2/m3h=0.25mv=0.225m3

segmen b2volume bekestingp=4.25m=0.425b=0.20m=0.425m2/m3h=0.25mv=0.2125m3

segmen b3volume bekestingp=4.00m=0.42b=0.20m=0.42m2/m3h=0.25mv=0.2m3v=0.4

segmen b4volume bekestingp=2.50m=0.275b=0.20m=0.275m2/m3h=0.25mv=0.125m3v=0.25

segmen b5volume bekestingp=2.00m=0.22b=0.20m=0.22m2/m3h=0.25mv=0.1m3v=0.2segmen b6volume bekestingp=3.00m=0.3125b=0.20m=0.312m2/m3h=0.25mv=0.15m3v=0.3segmen b7volume bekestingp=2.50m=0.26b=0.20m=0.26m2/m3h=0.25mv=0.125m3total volume=1.7125m3total vol.bekesting =2.362m2/m310Plat Lantaip=13.00m=39.9b=12.50m=39.9m2/m3h=0.12mv=19.5m311TanggaBLANTAI 2IVPEKERJAAN BETON BERTULANG1Kolom Type K1b=0.12m=0.087552h=0.12m=0.087m2/m3t=3.04mj=1.00bhv=0.043776m3

2Kolom Type K2b=0.35m=0.3192h=0.15m=0.319m2/m3t=3.04mj=12.00bhv=1.9152m3

3Kolom Type K3b=0.20m=0.14592h=0.12m=0.145m2/m3t=3.04mj=12.00bhv=0.87552m3

4Kolom Type KPb=0.12m=0.087552h=0.12m=0.087m2/m3t=3.04mj=7.00bhv=0.306432m3

5Balok Type B1segmen a1volume bekestingp=3.00m=0.3b=0.20m=0.3m2/m3h=0.25mv=0.15m3v=0.3m3

segmen a2vol bekestingp=4.00m=0.43b=0.20m=0.43m2/m3h=0.25mv=0.200m3v=0.400m3segmen a2vol bekestingp=1.67m=0.187b=0.20m=0.187m2/m3h=0.25mv=0.084m3vol. Bekesting=0.917m2/m3total volume=0.784m36Balok Type B2segmen b1volume bekestingp=12.50m=1.275b=0.20m=1.275m2/m3h=0.25mv=0.625m3segmen b2volume bekestingp=10.25m=1.045b=0.20m=1.045m2/m3h=0.25mv=0.5125m3segmen b3volume bekestingp=8.50m=0.85b=0.20m=0.85m2/m3h=0.25mv=0.425m3

segmen b4volume bekestingp=4.87m=0.487b=0.20m=0.487m2/m3h=0.25mv=0.2435m3segmen b5volume bekestingp=3.25m=0.325b=0.20m=0.325m2/m3h=0.25mv=0.1625m3segmen b6volume bekestingp=3.00m=0.3b=0.20m=0.3m2/m3h=0.25mv=0.15m3segmen b7volume bekestingp=7.25m=0.725b=0.20m=0.725m2/m3h=0.25mv=0.3625m3segmen b8volume bekestingp=7.25m=0.725b=0.20m=0.725m2/m3h=0.25mv=0.3625m3v=0.725m3

segmen b9volume bekestingp=4.00m=0.4b=0.20m=0.4m2/m3h=0.25mv=0.2m3v=0.4m3total volume =3.606m3 vol bekesting=6.132m2/m3VPEKERJAAN PASANGAN1Pasangan Bata 1 pc : 6pslantai 1latai 1Panjang=15.00m14.00m5.50m7.50m6.75m10.50m10.50m11.50m9.74mLebar =0.12m0.12m0.12m0.12m0.12m0.12m0.12m0.12m0.12mTinggih=4.00m4.00m4.00m4.00m4.00m4.00m4.00m4.00m4.00mLuas=120.96m2112.96m244.96m260.96m254.96m284.96m284.96m292.96m278.88m2Luas Total=681.60m2

lantai 2lantai 2Panjang=18.00m8.50m9.00m11.00m7.00m8.98m8.70mLebar =0.12m0.12m0.12m0.12m0.12m0.12m0.12mTinggih=4.00m4.00m4.00m4.00m4.00m4.00m4.00mLuas=144.96m268.96m272.96m288.96m256.96m272.80m270.56m2Luas Total=576.16m2luas seluruh =1257.76

2Pasangan Trasram 1 pc : 3 pslantai 1lantai 1Panjang=15.00m14.00m5.50m7.50m6.75m10.50m10.50m11.50m9.74mLebar =0.12m0.12m0.12m0.12m0.12m0.12m0.12m0.12m0.12mTinggih=2.00m2.00m2.00m2.00m2.00m2.00m2.00m2.00m2.00mLuas=60.48m256.48m222.48m230.48m227.48m242.48m242.48m246.48m239.44m2Luas Total=368.28

lantai 2lantai 2Panjang=18.00m8.50m9.00m11.00m7.00m8.98m8.70mLebar =0.12m0.12m0.12m0.12m0.12m0.12m0.12mTinggih=2.00m2.00m2.00m2.00m2.00m2.00m2.00mLuas=72.48m234.48m236.48m244.48m228.48m236.40m235.28m2Luas Total=288.08luas seluruh =656.363Plesteran 1 pc : 6 pslantai 1lantai 1Panjang=15.00m14.00m5.50m7.50m6.75m10.50m10.50m11.50m9.74mLebar =0.12m0.12m0.12m0.12m0.12m0.12m0.12m0.12m0.12mTinggih=4.00m4.00m4.00m4.00m4.00m4.00m4.00m4.00m4.00mLuas=120.96m2112.96m244.96m260.96m254.96m284.96m284.96m292.96m278.88m2Luas Total=736.56

lantai 2lantai 2Panjang=18.00m8.50m9.00m11.00m7.00m8.98m8.70mLebar =0.12m0.12m0.12m0.12m0.12m0.12m0.12mTinggih=4.00m4.00m4.00m4.00m4.00m4.00m4.00mLuas=144.96m268.96m272.96m288.96m256.96m272.80m270.56m2Luas Total=576.16luas seluruh =1312.72

4Plesteran 1 pc : 3 pslantai 1lantai 1Panjang=15.00m14.00m5.50m7.50m6.75m10.50m10.50m11.50m9.74mLebar =0.12m0.12m0.12m0.12m0.12m0.12m0.12m0.12m0.12mTinggih=2.00m2.00m2.00m2.00m2.00m2.00m2.00m2.00m2.00mLuas=60.48m256.48m222.48m230.48m227.48m242.48m242.48m246.48m239.44m2Luas Total=321.80

lantai 2lantai 2Panjang=18.00m8.50m9.00m11.00m7.00m8.98m8.70mLebar =0.12m0.12m0.12m0.12m0.12m0.12m0.12mTinggih=2.00m2.00m2.00m2.00m2.00m2.00m2.00mLuas=72.48m234.48m236.48m244.48m228.48m236.40m235.28m2Luas Total=288.08luas seluruh =609.88VIPEKERJAAN KUDA-KUDA & RANGKA ATAP1Rangka Kuda - kuda WF 150.75.7.5Panjang5.40m'Lebar 0.08m'Tinggih0.15m'Luas78.84m2Berat1681.92kgBerat1682kg2Rangka Kuda - kuda WF 150.75.7.5Panjang3.03m'Lebar 0.08m'Tinggih0.15m'Luas44.712m2Berat953.856kgBerat954kg

3Kolom pendek WF 150.75.7.5Panjang0.30m'Lebar 0.12m'Tinggih0.70m'Luas4.704m2Berat100.352kgBerat100kg

4Gording C 125.50.0,3Panjang3.00m'Panjang4.71m'Panjang6.25m'Panjang8.27m'Panjang10.03m'Panjang2.02m'Panjang3.77m'Panjang5.52m'Panjang7.72m'Panjang9.30m'Lebar 0.50m'Lebar 0.50m'Lebar 0.50m'Lebar 0.50m'Lebar 0.50m'Lebar 0.50m'Lebar 0.50m'Lebar 0.50m'Lebar 0.50m'Lebar 0.50m'Tinggih0.13m'Tinggih0.13m'Tinggih0.13m'Tinggih0.13m'Tinggih0.13m'Tinggih0.13m'Tinggih0.13m'Tinggih0.13m'Tinggih0.13m'Tinggih0.13m'Luas1.75m2Luas2.605m2Luas3.375m2Luas4.385m2Luas5.265m2Luas1.26m2Luas2.135m2Luas3.01m2Luas4.11m2Luas4.9m2Berat459.13kgBerat459kg5Gording C 125.50.0,3Panjang1.50m'Panjang3.20m'Panjang5.30m'Lebar 0.50m'Lebar 0.50m'Lebar 0.50m'Tinggih0.13m'Tinggih0.13m'Tinggih0.13m'Luas1m2Luas1.85m2Luas2.9m2Berat80.5kgBerat81kg6Besi siku 65.130.8 penahan gordingPanjang0.13m'Lebar 0.07m'Luas0.0338m2Berat4.00kg

7Besi siku 40.50.3 penahan usukPanjang0.05m'Lebar 0.07m'Luas0.013m2Berat2.00kg

8Plat plendes + plat simpulPanjang11.02m'Lebar 9.80m'Luas215.992m2Berat193kg

9Ikatan angin 16 mm12.00lonjor10Penggantung gording 12 mm12.00lonjor11Besi pengaku 16 mm12.00lonjor12Angker 16 mm60.00buah13Mur Baut 33.33kg14Usuk 5/7 & Reng 2/3 Kayu baruPanjang5.49m'11.02m'Lebar 0.05m'0.02m'Tinggih0.07m'0.03m'Luas248.192m234.4448m2Total283m2

15Genteng ex karang pilang283m2

16Wuwung ex karang pilangPanjang1.24m'Lebar 0.43m'tinggih0.30m'Luas6.012m'6m'VIIPEKERJAAN PLAFOND1Pas. Plafond Calsiboard t = 5mm + rangka Plafond lt 2p=13.00ml=12.50mL=162.50m2

2Meni Rangka PlafondL=162.50m2

VIIIPEKERJAAN LANTAI1Pas. Keramik 30/30 putih polos lt 1 & lt 2lantai 1lantai 1p=4.50m4.00m2.50m1.50m2.25m7.25m4.50m4.25ml=3.00m3.00m2.25m1.25m1.25m6.00m3.00m3.00mL=13.50m212.00m25.63m21.88m22.81m243.50m213.50m212.75m2Ltot=105.56m2lantai 2lantai 1p=5.00m3.00m4.73m4.50m2.25m5.50ml=4.50m2.50m0.58m3.00m2.25m4.00mL=22.50m27.50m22.74m213.50m25.06m222.00m2Ltot=73.31m2Lseluruh=178.87m2

IXPEKERJAAN PENGECATAN1Cat Plafond Lt 2 p=13.00ml=12.50mL=162.50m22Cat dindinglantai 1lantai 1Panjang=15.00m14.00m5.50m7.50m6.75m10.50m10.50m11.50m9.74mLebar =0.12m0.12m0.12m0.12m0.12m0.12m0.12m0.12m0.12mTinggih=4.00m4.00m4.00m4.00m4.00m4.00m4.00m4.00m4.00mLuas=120.96m2112.96m244.96m260.96m254.96m284.96m284.96m292.96m278.88m2Luas Total=736.56m2lantai 2lantai 1Panjang=18.00m8.50m9.00m11.00m7.00m8.98m8.70mLebar =0.12m0.12m0.12m0.12m0.12m0.12m0.12mTinggih=4.00m4.00m4.00m4.00m4.00m4.00m4.00mLuas=144.96m268.96m272.96m288.96m256.96m272.80m270.56m2Luas Total=576.16m2Luas seluruh=1312.72m2XPEKERJAAN PLUMBINGAPERPIPAAN AIR KOTOR1Sumur Resapan1buahBPERPIPAAN AIR BEKAS1Pipa PVC diameter 3"30m'2Pipa PVC diameter 2"32m'

CJARINGAN PERPIPAAN AIR BERSIH1Stop kran 1"3bh2Stop kran 2"1bh3Pipa PVC AW diameter 3/4 "30m'DINSTALASI TANDON AIR ATAS1Tandon air bawah tanah 4 m31.00bh2Water level kontrol1.00bh3Kabel WLC dari tandon atas ke panel pompa NYM 4x1,5 mm1.00m'4Stop kran 1 1/2 " (untuk distribusi)1.00bh5Stop kran 1 1/2 " (untuk penguras)3.00bh6Pipa PVC AW D 1 1/2 " (untuk distribusi)1.50m'7Pipa PVC AW D 1 1/2 " (untuk penguras)1.00m'EINSTALASI TANDON AIR BAWAH1Pompa Air bersih 1.00bhQ max = 40 lpmHead max = 40 m2Pipa PVC AW D 1 1/2 "1.00m'

FPIPA AIR HUJAN 1Pipa PVC 4" Type D menuju Drainase24.00m'

XIPEKERJAAN INSTALASI LISTRIKAPEKERJAAN PANEL SDP 41Pengadaan dan pemasangan Panel MDP1.0unit Box Panel cw. Kelengkapan

BPEKERJAAN INSTALASI PENERANGAN1Lampu TL Balk 18 watt14.00buah2Lampu SL 18 watt39.00buah3Instalasi Lampu39.00titik4Saklar Ganda7.00buah5Saklar Tunggal12.00buah6Instalasi stop kontak18.00buah

AHS5 ANALISA HARGA SATUAN

Proyek: Pekerjaan Rumah Tinggal 2 LantaiLokasi: KetintangKonsultan: PT. ABCKontrkator: PT. ABCI . PEKERJAAN PERSIAPAN Jenis Pekerjaan :Pembersian LapanganSatuan :m2Harga Satuan:7,250.00NoUraianKoefisienSatHarga Satuan (Rp)Jumlah Harga Satuan (Rp)(1)(2)(3)(4)(5)(6)A.UpahMandor0.0500O.H75,0003,750.00Pekerja0.1000O.H35,0003,500.00Sub Total Upah7,250.00B.Bahan

Sub Total BahanC.Alat

Sub Total AlatD. Jumlah Harga Satuan (A+B+C)7,250.00 Dibulatkan7,250.00

Jenis Pekerjaan :Pembuatan BouplankSatuan :m2Harga Satuan:71,915.00NoUraianKoefisienSatHarga Satuan (Rp)Jumlah Harga Satuan (Rp)(1)(2)(3)(4)(5)(6)A.UpahMandor0.0050O.H75,000375.00Kepala Tukang kayu 0.0100O.H60,000600.00Tukang kayu0.1000O.H55,0005,500.00Pekerja/tak terampil0.1000O.H35,0003,500.00Sub Total Upah9,975.00B.Bahankayu meranti ( 2/20)0.007m33,500,000.0024,500.00kayu meranti (usuk 5/7)0.012m33,100,000.0037,200.00paku biasa 2"-5"0.02kg12000.00240.00Sub Total Bahan61,940.00C.Alat


II. Pekerjaan Tanah dan PondasiJenis Pekerjaan :Urugan Sirtu (PADAT) (HSPK 2011)Satuan :m3Harga Satuan:118,625.00NoUraianKoefisienSatHarga Satuan (Rp)Jumlah Harga Satuan (Rp)(1)(2)(3)(4)(5)(6)A.UpahMandor0.0250O.H75,0001,875.00Pekerja/tak terampil0.2500O.H35,0008,750.00Sub Total Upah10,625.00B.BahanSirtu1.2000m390,000.00108,000.00Sub Total Bahan108,000.00C.Alat

Sub Total AlatD. Jumlah Harga Satuan (A+B+C)118,625.00 Dibulatkan118,625.00Jenis Pekerjaan :Galian Tanah Biasa Sedalam 1 meter (SNI 2008)Satuan :m3Harga Satuan:28,125.00NoUraianKoefisienSatHarga Satuan (Rp)Jumlah Harga Satuan (Rp)(1)(2)(3)(4)(5)(6)A.UpahMandor0.0250O.H75,0001,875.00Pekerja/tak terampil0.7500O.H35,00026,250.00Sub Total Upah28,125.00B.Bahan0.0Sub Total Bahan0.0C.Alat

Sub Total AlatD. Jumlah Harga Satuan (A+B+C)28,125.00 Dibulatkan28,125.00Jenis Pekerjaan :Urugan Pasir Urug (SNI 2008)Satuan :m3Harga Satuan:128,850.00NoUraianKoefisienSatHarga Satuan (Rp)Jumlah Harga Satuan (Rp)(1)(2)(3)(4)(5)(6)A.UpahMandor0.0100O.H75,000750.00Pekerja/tak terampil0.3000O.H35,00010,500.00Sub Total Upah11,250.00B.BahanPasir urug1.2000m398,000.00117,600.00Sub Total Bahan117,600.00C.Alat

Sub Total AlatD. Jumlah Harga Satuan (A+B+C)128,850.00 Dibulatkan128,850.00Jenis Pekerjaan :Memasang Anstampeng (SNI 2008)Satuan :m3Harga Satuan:250,566.00NoUraianKoefisienSatHarga Satuan (Rp)Jumlah Harga Satuan (Rp)(1)(2)(3)(4)(5)(6)A.UpahMandor0.0390OH75,000.002,925.00Kepala Tukang Batu0.0390OH55,000.002,145.00Tukang Batu0.3900OH50,000.0019,500.00Pekerja0.7800OH35,000.0027,300.00Sub Total Upah51,870.00B.BahanPasir urug0.4320m398,000.0042,336.00Batu Belah 15/201.2000m3130,300.00156,360.00Sub Total Bahan198,696.00C.Alat

Sub Total AlatD. Jumlah Harga Satuan (A+B+C)250,566.00 Dibulatkan250,566.00Jenis Pekerjaan :Memasang Pondasi Batu Belah 1 PC : 4 PP (SNI 2008)Satuan :m3Harga Satuan:483,146.00NoUraianKoefisienSatHarga Satuan (Rp)Jumlah Harga Satuan (Rp)(1)(2)(3)(4)(5)(6)A.UpahMandor0.0750OH75,000.005,625.00Kepala Tukang Batu0.0750OH55,000.004,125.00Tukang Batu0.7500OH50,000.0037,500.00Pekerja1.5000OH35,000.0052,500.00Sub Total Upah99,750.00B.BahanPP0.5200m391,800.0047,736.00PC163.0000kg1,100.00179,300.00Batu belah 15/201.2000m3130,300.00156,360.00Sub Total Bahan383,396.00C.Alat

Sub Total AlatD. Jumlah Harga Satuan (A+B+C)483,146.00 Dibulatkan483,146.00Jenis Pekerjaan :Membuat lantai kerja beton f'c = 7,4 Mpa (SNI 2008)Satuan :m3Harga Satuan:531,724.90NoUraianKoefisienSatHarga Satuan (Rp)Jumlah Harga Satuan (Rp)(1)(2)(3)(4)(5)(6)A.UpahMandor0.0600OH75,000.004,500.00Kepala Tukang Batu0.0200OH55,000.001,100.00Tukang Batu0.2000OH50,000.0010,000.00Pekerja1.2000OH35,000.0042,000.00Sub Total Upah57,600.00B.BahanPB893.0000kg125.00111,625.00PC230.0000kg1,100.00253,000.00KR1027.0000kg103.70106,499.90Air200.0000liter15.003,000.00Sub Total Bahan474,124.90C.Alat

Sub Total AlatD. Jumlah Harga Satuan (A+B+C)531,724.90 Dibulatkan531,724.90Jenis Pekerjaan :Membuat beton mutu f'c = 19,3 Mpa (K225) (SNI 2008)Satuan :m3Harga Satuan:683,188.90NoUraianKoefisienSatHarga Satuan (Rp)Jumlah Harga Satuan (Rp)(1)(2)(3)(4)(5)(6)A.UpahMandor0.0830OH75,000.006,225.00Kepala Tukang Batu0.0280OH55,000.001,540.00Tukang Batu0.2750OH50,000.0013,750.00Pekerja1.6500OH35,000.0057,750.00Sub Total Upah79,265.00B.BahanPB698.0000kg125.0087,250.00PC371.0000kg1,100.00408,100.00KR1047.0000kg103.70108,573.90Air215.0000liter15.003,225.00Sub Total Bahan603,923.90C.Alat

Sub Total AlatD. Jumlah Harga Satuan (A+B+C)683,188.90 Dibulatkan683,188.90Jenis Pekerjaan :Pembesian 10 kg dengan besi polos/ulir (SNI 2008)Satuan :kgHarga Satuan:172,955.00NoUraianKoefisienSatHarga Satuan (Rp)Jumlah Harga Satuan (Rp)(1)(2)(3)(4)(5)(6)A.UpahMandor0.004OH75,000.00300.00Kepala Tukang Besi0.007OH55,000.00385.00Tukang Besi0.0700OH50,000.003,500.00Pekerja0.0700OH35,000.002,450.00Sub Total Upah6,635.00B.BahanBesi beton polos/ulir10.5000kg15,600.00163,800.00Kawat beton0.1500kg16,800.002,520.00

Sub Total Bahan166,320.00C.Alat

Sub Total AlatD. Jumlah Harga Satuan (A+B+C)172,955.00 Dibulatkan172,955.00Jenis Pekerjaan :Memasang bekisting untuk pondasi (SNI 2008)Satuan :kgHarga Satuan:202,180.00NoUraianKoefisienSatHarga Satuan (Rp)Jumlah Harga Satuan (Rp)(1)(2)(3)(4)(5)(6)A.UpahMandor0.0260OH75,000.001,950.00Kepala Tukang Besi0.0260OH55,000.001,430.00Tukang Besi0.2600OH50,000.0013,000.00Pekerja0.5200OH35,000.0018,200.00Sub Total Upah34,580.00B.BahanKayu MC kelas III0.0400m34,100,000.00164,000.00Paku 5cm-10cm0.3000kg12,000.003,600.00Minyak Bekisting0.1000liter4,500.00



Jenis Pekerjaan :Pile Cap type 1 (Analisa Sendiri)Satuan :m3Harga Satuan:1,874,025.99NoUraianKoefisienSatHarga Satuan (Rp)Jumlah Harga Satuan (Rp)(1)(2)(3)(4)(5)(6)A.Beton f'c = 19,3 Mpa (K225)1.0000m3683,188.90683,188.90B.Pembesian2.2093kg172,955.00382,117.09C.Bekisting4.0000m2202,180.00808,720.00

Sub Total AlatD. Jumlah Harga Satuan (A+B+C)1,874,025.99 Dibulatkan1,874,025.99Jenis Pekerjaan :Pile Cap type 3 (Analisa Sendiri)Satuan :m3Harga Satuan:2,841,624.86NoUraianKoefisienSatHarga Satuan (Rp)Jumlah Harga Satuan (Rp)(1)(2)(3)(4)(5)(6)A.Beton f'c = 19,3 Mpa (K225)1.0000m3683,188.90683,188.90B.Pembesian5.8000kg172,955.001,003,139.00C.Bekisting5.7142m2202,180.001,155,296.96

Sub Total AlatD. Jumlah Harga Satuan (A+B+C)2,841,624.86 Dibulatkan2,841,624.86Jenis Pekerjaan :Memasang bekisting untuk sloof (SNI 2008)Satuan :kgHarga Satuan:224,560.00NoUraianKoefisienSatHarga Satuan (Rp)Jumlah Harga Satuan (Rp)(1)(2)(3)(4)(5)(6)A.UpahMandor0.0260OH75,000.001,950.00Kepala Tukang Kayu0.0260OH60,000.001,560.00Tukang Kayu0.2600OH55,000.0014,300.00Pekerja0.5200OH35,000.0018,200.00Sub Total Upah36,010.00B.BahanKayu MC kelas III0.0450m34,100,000.00184,500.00Paku 5cm-10cm0.3000kg12,000.003,600.00Minyak Bekisting0.1000liter4,500.00450.00


Sub Total AlatD. Jumlah Harga Satuan (A+B+C)224,560.00 Dibulatkan224,560.00Jenis Pekerjaan :sloof (Analisa Sendiri)Satuan :m3Harga Satuan:5,101,131.68NoUraianKoefisienSatHarga Satuan (Rp)Jumlah Harga Satuan (Rp)(1)(2)(3)(4)(5)(6)A.Beton f'c = 19,3 Mpa (K225)1.0000m3683,188.90683,188.90B.Pembesian18.8300kg172,955.003,256,743.02C.Bekisting5.1710m2224,560.001,161,199.76

Sub Total AlatD. Jumlah Harga Satuan (A+B+C)5,101,131.68 Dibulatkan5,101,131.68Jenis Pekerjaan :Memasang bekisting untuk sloof (SNI 2008)Satuan :kgHarga Satuan:227,080.00NoUraianKoefisienSatHarga Satuan (Rp)Jumlah Harga Satuan (Rp)(1)(2)(3)(4)(5)(6)A.UpahMandor0.0330OH75,000.002,475.00Kepala Tukang Kayu0.0330OH60,000.001,980.00Tukang Kayu0.3300OH55,000.0018,150.00Pekerja0.6600OH35,000.0023,100.00Sub Total Upah45,705.00B.BahanKayu MC kelas III0.0400m34,100,000.00164,000.00Paku 5cm-10cm0.4000kg12,000.004,800.00Minyak Bekisting0.2000liter4,500.00900.00Balok Kayu kelas II0.0150m33,975,000.0059,625.00Plywood tebal 9mm0.3500Lbr125,000.0043,750.00Dolken Kayu Gelam dia.8-10cm 4m2.0000Batang39,000.0078,000.00


Sub Total AlatD. Jumlah Harga Satuan (A+B+C)227,080.00 Dibulatkan227,080.00Jenis Pekerjaan :kolom type 1 (Analisa Sendiri)Satuan :m3Harga Satuan:2,658,752.39NoUraianKoefisienSatHarga Satuan (Rp)Jumlah Harga Satuan (Rp)(1)(2)(3)(4)(5)(6)A.Beton f'c = 19,3 Mpa (K225)1.0000m3683,188.90683,188.90B.Pembesian7.4915kg172,955.001,295,685.97C.Bekisting2.9940m2227,080.00679,877.52

Sub Total AlatD. Jumlah Harga Satuan (A+B+C)2,658,752.39 Dibulatkan2,658,752.39Jenis Pekerjaan :kolom type 2 (Analisa Sendiri)Satuan :m3Harga Satuan:5,479,892.95NoUraianKoefisienSatHarga Satuan (Rp)Jumlah Harga Satuan (Rp)(1)(2)(3)(4)(5)(6)A.Beton f'c = 19,3 Mpa (K225)1.0000m3683,188.90683,188.90B.Pembesian8.8235kg172,955.001,526,070.81C.Bekisting14.4030m2227,080.003,270,633.24

Sub Total AlatD. Jumlah Harga Satuan (A+B+C)5,479,892.95 Dibulatkan5,479,892.95Jenis Pekerjaan :kolom type 3 (Analisa Sendiri)Satuan :m3Harga Satuan:3,215,588.33NoUraianKoefisienSatHarga Satuan (Rp)Jumlah Harga Satuan (Rp)(1)(2)(3)(4)(5)(6)A.Beton f'c = 19,3 Mpa (K225)1.0000m3683,188.90683,188.90B.Pembesian14.4030kg172,955.002,491,070.87C.Bekisting0.1820m2227,080.0041,328.56

Sub Total AlatD. Jumlah Harga Satuan (A+B+C)3,215,588.33 Dibulatkan3,215,588.33Jenis Pekerjaan :kolom praktis (Analisa Sendiri)Satuan :m3Harga Satuan:3,199,011.49NoUraianKoefisienSatHarga Satuan (Rp)Jumlah Harga Satuan (Rp)(1)(2)(3)(4)(5)(6)A.Beton f'c = 19,3 Mpa (K225)1.0000m3683,188.90683,188.90B.Pembesian14.4030kg172,955.002,491,070.87C.Bekisting0.1090m2227,080.0024,751.72

Sub Total AlatD. Jumlah Harga Satuan (A+B+C)3,199,011.49 Dibulatkan3,199,011.49Jenis Pekerjaan :Memasang bekisting untuk sloof (SNI 2008)Satuan :kgHarga Satuan:227,080.00NoUraianKoefisienSatHarga Satuan (Rp)Jumlah Harga Satuan (Rp)(1)(2)(3)(4)(5)(6)A.UpahMandor0.0330OH75,000.002,475.00Kepala Tukang Kayu0.0330OH60,000.001,980.00Tukang Kayu0.3300OH55,000.0018,150.00Pekerja0.6600OH35,000.0023,100.00Sub Total Upah45,705.00B.BahanKayu MC kelas III0.0400m34,100,000.00164,000.00Paku 5cm-10cm0.4000kg12,000.004,800.00Minyak Bekisting0.2000liter4,500.00900.00Balok Kayu kelas II0.0150m33,975,000.0059,625.00Plywood tebal 9mm0.3500Lbr125,000.0043,750.00Dolken Kayu Gelam dia.8-10cm 4m2.0000Batang39,000.0078,000.00


Sub Total AlatD. Jumlah Harga Satuan (A+B+C)227,080.00 Dibulatkan227,080.00Jenis Pekerjaan :balok type b1 (Analisa Sendiri)Satuan :m3Harga Satuan:22,482,427.00NoUraianKoefisienSatHarga Satuan (Rp)Jumlah Harga Satuan (Rp)(1)(2)(3)(4)(5)(6)A.Beton f'c = 19,3 Mpa (K225)1.0000m3683,188.90683,188.90B.Pembesian94.7000kg172,955.0016,378,838.50C.Bekisting23.8700m2227,080.005,420,399.60

Sub Total AlatD. Jumlah Harga Satuan (A+B+C)22,482,427.00 Dibulatkan22,482,427.00Jenis Pekerjaan :balok type b2(Analisa Sendiri)Satuan :m3Harga Satuan:17,615,685.86NoUraianKoefisienSatHarga Satuan (Rp)Jumlah Harga Satuan (Rp)(1)(2)(3)(4)(5)(6)A.Beton f'c = 19,3 Mpa (K225)1.0000m3683,188.90683,188.90B.Pembesian94.8000kg172,955.0016,396,134.00C.Bekisting2.3620m2227,080.00536,362.96

Sub Total AlatD. Jumlah Harga Satuan (A+B+C)17,615,685.86 Dibulatkan17,615,685.86Jenis Pekerjaan:Pas. Bata 1 Pc : 6 PsSNI 2008Satuan:m2Harga Satuan:128,970.00No.UraianKoefisienSatHarga Satuan (Rp.)Jumlah Harga (Rp.)(1)(2)(3)(4)(5)(6)=(3)x(5)A.Upah-Mandor0.0300OH75,000.002,250.00-Kepala Tukang Batu0.0200OH60,000.001,200.00-Tukang Batu0.2000OH50,000.0010,000.00-Pekerja Tak terampil0.6000OH30,000.0018,000.00Sub Total Upah31,450.00B.BahanSemen PC 50kg18.5000kg96017,760.00Pasir pasang0.1220m380,000.009,760.00Bata merah uk 22 x 11 x 4.5 cm140.0000buah50070,000.00Sub Total Bahan97,520.00Jumlah Harga Satuan128,970.00Dibulatkan128,970.00Jenis Pekerjaan:Pas. Bata Trasram 1 Pc : 3 PsHSPK 2011Satuan:m2Harga Satuan:140,362.00No.UraianKoefisienSatHarga Satuan (Rp.)Jumlah Harga (Rp.)(1)(2)(3)(4)(5)(6)=(3)x(5)A.Upah-Mandor0.0300OH75,000.002,250.00-Kepala Tukang Batu0.0200OH60,000.001,200.00-Tukang Batu0.2000OH50,000.0010,000.00-Pekerja Tak terampil0.6000OH30,000.0018,000.00Sub Total Upah31,450.00B.BahanSemen PC 50kg0.6590zak48,000.0031,632.00Pasir pasang0.0910m380,000.007,280.00Bata merah uk 22 x 11 x 4.5 cm140.0000buah50070,000.00Sub Total Bahan108,912.00Jumlah Harga Satuan140,362.00Dibulatkan140,362.00

Jenis Pekerjaan:Plesteran 1 pc : 6 psSNI 2008Satuan:m2Harga Satuan:33,382.00No.UraianKoefisienSatHarga Satuan (Rp.)Jumlah Harga (Rp.)(1)(2)(3)(4)(5)(6)=(3)x(5)A.Upah-Mandor0.0220OH75,000.001,650.00-Kepala Tukang Batu0.0200OH60,000.001,200.00-Tukang Batu0.2000OH50,000.0010,000.00-Pekerja Tak terampil0.4000OH30,000.0012,000.00Sub Total Upah24,850.00B.BahanSemen PC 50kg5.8880kg960.005,652.48Pasir pasang0.0360m380,000.002,880.00Sub Total Bahan8,532.48Jumlah Harga Satuan33,382.48Dibulatkan33,382.00

Jenis Pekerjaan:Plesteran trasram 1 pc : 3 psHSPK 2011Satuan:m2Harga Satuan:20,274.00No.UraianKoefisienSatHarga Satuan (Rp.)Jumlah Harga (Rp.)(1)(2)(3)(4)(5)(6)=(3)x(5)A.Upah-Mandor0.0150OH75,000.001,125.00-Kepala Tukang Batu0.0150OH60,000.00900.00-Tukang Batu0.1500OH50,000.007,500.00-Pekerja Tak terampil0.3000OH30,000.009,000.00Sub Total Upah18,525.00B.BahanSemen PC 50kg0.1555zak960.00149.28Pasir pasang0.0200m380,000.001,600.00Sub Total Bahan1,749.28Jumlah Harga Satuan20,274.28Dibulatkan20,274.00

Jenis Pekerjaan:Cat dindingHSPK 2011Satuan:m2Harga Satuan:11,527.00No.UraianKoefisienSatHarga Satuan (Rp.)Jumlah Harga (Rp.)(1)(2)(3)(4)(5)(6)=(3)x(5)A.Upah-Mandor0.0025OH75,000.00187.50-Kepala Tukang cat0.0042OH50,000.00210.00-Tukang cat0.0420OH35,000.001,470.00-Pekerja Tak terampil0.0280OH30,000.00840.00Sub Total Upah2,707.50B.BahanDempul tembok (cat dasar)0.1200kg21,000.002,520.00Cat Tembok Luar0.1800kg35,000.006,300.00Sub Total Upah8,820.00Jumlah Harga Satuan11,527.50Dibulatkan11,527.00

Jenis Pekerjaan:Pas. Keramik 30/30 Putih PolosHSPK 2011Satuan:m2Harga Satuan:86,791.00No.UraianKoefisienSatHarga Satuan (Rp.)Jumlah Harga (Rp.)(1)(2)(3)(4)(5)(6)=(3)x(5)A.Upah-Mandor0.0350OH75,000.002,625.00-Kepala Tukang Batu0.0350OH60,000.002,100.00-Tukang Batu0.3500OH50,000.0017,500.00-Pekerja Tak terampil0.7000OH30,000.0021,000.00Sub Total Upah43,225.00B.BahanSemen PC 50kg0.2000zak48,000.009,600.00Semen Warna1.5000kg6,000.009,000.00Pasir pasang0.0450m380,000.003,600.00Tegel Keramik 30/30 putih polos1.0683m220,000.0021,366.00Sub Total Bahan43,566.00Jumlah Harga Satuan86,791.00Dibulatkan86,791.00

Jenis Pekerjaan:Pekerjaan Rangka Kuda-Kuda WFHSPK 2011Satuan:kgHarga Satuan:20,525.00No.UraianKoefisienSatHarga Satuan (Rp.)Jumlah Harga (Rp.)(1)(2)(3)(4)(5)(6)=(3)x(5)A.Upah-Mandor0.0030OH75,000.00225-Kepala Tukang 0.0060OH50,000.00300-Tukang Las0.0600OH35,000.002,100.00-Pekerja Tak terampil0.0600OH30,000.001,800.00Sub Total Upah4,425.00B.BahanBesi Profil WF1.1500kg14,000.0016,100.00Sub Total Bahan16,100.00Jumlah Harga Satuan20,525.00Dibulatkan20,525.00

Jenis Pekerjaan:Pek. Memasang Besi profilSNI 2008Satuan:kgHarga Satuan:18,225.00No.UraianKoefisienSatHarga Satuan (Rp.)Jumlah Harga (Rp.)(1)(2)(3)(4)(5)(6)=(3)x(5)A.Upah-Mandor0.0030OH75,000.00225.00-Kepala Tukang 0.0060OH50,000.00300.00-Tukang Las0.0600OH35,000.002,100.00-Pekerja Tak terampil0.0600OH30,000.001,800.00Sub Total Upah4,425.00B.BahanBesi Profil 1.1500kg12,000.0013,800.00Sub Total Bahan13,800.00Jumlah Harga Satuan18,225.00Dibulatkan18,225.00

Jenis Pekerjaan:Pemasangan reng meranti & usuk kamperHSPK 2011Satuan:m2Harga Satuan:585,594.00No.UraianKoefisienSatHarga Satuan (Rp.)Jumlah Harga (Rp.)(1)(2)(3)(4)(5)(6)=(3)x(5)A.Upah-Mandor0.0050OH75,000.00375.00-Kepala Tukang kayu0.0100OH60,000.00600.00-Tukang kayu0.1000OH55,000.005,500.00-Pekerja Tak terampil0.1000OH30,000.003,000.00Sub Total Upah9,475.00B.Bahankayu meranti 2/30.0570m32500000142,500.00Kayu kamper usuk 5/70.1400m33080850431,319.00Paku reng0.2500kg92002,300.00Sub Total Bahan576,119.00Jumlah Harga Satuan585,594.00Dibulatkan585,594.00

Jenis Pekerjaan:Pemasangan Gording CHSPK 2011Satuan:m2Harga Satuan:601,205.00No.UraianKoefisienSatHarga Satuan (Rp.)Jumlah Harga (Rp.)(1)(2)(3)(4)(5)(6)=(3)x(5)A.Upah-Mandor0.1200OH75,000.009,000.00-Kepala Tukang besi0.7200OH50,000.0036,000.00-Tukang besi7.2000OH35,000.00252,000.00-Pekerja Tak terampil2.4000OH30,000.0072,000.00Sub Total Upah369,000.00B.BahanBesi Canal 1.1000kg13,550.0014,905.00Mur Baut0.2000kg14,000.002,800.00Besi plat strip15.0000kg14,300.00214,500.00Sub Total Bahan232,205.00Jumlah Harga Satuan601,205.00Dibulatkan601,205.00

Jenis Pekerjaan:Pemasangan Genteng Karang pilangHSPK 2011Satuan:kgHarga Satuan:67,205.00No.UraianKoefisienSatHarga Satuan (Rp.)Jumlah Harga (Rp.)(1)(2)(3)(4)(5)(6)=(3)x(5)A.Upah-Mandor0.0080OH75,000.00600.00-Kepala Tukang kayu0.0080OH60,000.00480.00-Tukang Kayu0.0750OH55,000.004,125.00-Pekerja Tak terampil0.1500OH30,000.004,500.00Sub Total Upah9,705.00B.BahanGenteng Karang pilang25.0000buah2,300.0057,500.00Sub Total Bahan57,500.00Jumlah Harga Satuan67,205.00Dibulatkan67,205.00

Jenis Pekerjaan:Pemasangan Wuwung Karang pilangHSPK 2011Satuan:kgHarga Satuan:74,364.00No.UraianKoefisienSatHarga Satuan (Rp.)Jumlah Harga (Rp.)(1)(2)(3)(4)(5)(6)=(3)x(5)A.Upah-Mandor0.0020OH75,000.00150.00-Kepala Tukang batu0.0200OH60,000.001,200.00-Tukang Batu0.2000OH50,000.0010,000.00-Pekerja Tak terampil0.4000OH30,000.0012,000.00Sub Total Upah23,350.00B.BahanSemen PC 50 kg0.1600zak48,000.007,680.00Pasir Pasang0.0323m380,000.002,584.00genteng wuwung karang pilang5.0000bh8,150.0040,750.00Sub Total Bahan51,014.00Jumlah Harga Satuan74,364.00Dibulatkan74,364.00

Jenis Pekerjaan:List Plafond GypsumSNI 2008Satuan:m'Harga Satuan:68,835.00No.UraianKoefisienSatHarga Satuan (Rp.)Jumlah Harga (Rp.)(1)(2)(3)(4)(5)(6)=(3)x(5)A.Upah-Mandor0.0030OH75,000.00225.00-Kepala Tukang kayu0.0060OH60,000.00360.00-Tukang kayu0.0600OH55,000.003,300.00-Pekerja Tak terampil0.0600OH30,000.001,800.00Sub Total Upah5,685.00B.Bahanlist gypsum1.0500m'52,000.0054,600.00tepung gypsum0.1500kg57,000.008,550.00Sub Total Bahan63,150.00Jumlah Harga Satuan68,835.00Dibulatkan68,835.00

Jenis Pekerjaan:pemasangan plafond kalsiboard + rangka plafondSatuan:m2Harga Satuan:85,313.00No.UraianKoefisienSatHarga Satuan (Rp.)Jumlah Harga (Rp.)(1)(2)(3)(4)(5)(6)=(3)x(5)A.Upah-Mandor0.0750OH75,000.005,625.00-Kepala Tukang kayu0.0250OH60,000.001,500.00-Tukang kayu0.2500OH55,000.0013,750.00-Pekerja Tak terampil0.1500OH30,000.004,500.00Sub Total Upah25,375.00B.BahanKayu kamper 5/70.0120m33,080,850.0036,970.20kalsiboard 5 mm0.3819lbr57,000.0021,768.30Paku0.1000kg12,000.001,200.00Sub Total Bahan59,938.50Jumlah Harga Satuan85,313.50Dibulatkan85,313.00

Jenis Pekerjaan:Cat Meni Rangka PlafondHSPK 2011Satuan:m2Harga Satuan:11,095.00No.UraianKoefisienSatHarga Satuan (Rp.)Jumlah Harga (Rp.)(1)(2)(3)(4)(5)(6)=(3)x(5)A.Upah-Mandor0.0100OH75,000.00750.00-Kepala Tukang cat0.0200OH50,000.001,000.00-Tukang cat0.2000OH35,000.007,000.00-Pekerja Tak terampil0.0200OH30,000.00600Sub Total Upah9,350.00B.BahanCat meni0.1000kg16,700.001,670.00Kuas 0.0100buah7,500.0075.00Sub Total Bahan1,745.00Jumlah Harga Satuan11,095.00Dibulatkan11,095.00

Jenis Pekerjaan:pemasangan kusen alumunium profil 3"HSPK 2011Satuan:m'Harga Satuan:63,693.00No.UraianKoefisienSatHarga Satuan (Rp.)Jumlah Harga (Rp.)(1)(2)(3)(4)(5)(6)=(3)x(5)A.Upah-Mandor0.0022OH75,000.00165.00-Kepala Tukang kayu0.0043OH60,000.00258.00-Tukang kayu0.0430OH55,000.002,365.00-Pekerja terampil0.0430OH35,000.001,505.00Sub Total Upah4,293.00B.Bahanalumunium putih 3"1.1000m'52,000.0057,200.00sekrup2.0000bh500.001,000.00sealant0.0600tube20,000.001,200.00Sub Total Bahan59,400.00Jumlah Harga Satuan63,693.00Dibulatkan63,693.00

Jenis Pekerjaan:pemasangan kaca matiHSPK 2011Satuan:m2Harga Satuan:97,660.00No.UraianKoefisienSatHarga Satuan (Rp.)Jumlah Harga (Rp.)(1)(2)(3)(4)(5)(6)=(3)x(5)A.Upah-Mandor0.0008OH75,000.0060-Kepala Tukang kayu0.0150OH60,000.00900-Tukang kayu0.1500OH55,000.008,250.00-Pekerja tak terampil0.0150OH30,000.00450Sub Total Upah9,660.00B.Bahankaca mati t = 5 mm1.1000m'80,000.0088,000.00Sub Total Bahan88,000.00Jumlah Harga Satuan97,660.00Dibulatkan97,660.00

Jenis Pekerjaan:Daun pintu alumunium profil 2,75"SNI 2008Satuan:m2Harga Satuan:444,475.00No.UraianKoefisienSatHarga Satuan (Rp.)Jumlah Harga (Rp.)(1)(2)(3)(4)(5)(6)=(3)x(5)A.Upah-Mandor0.0050OH75,000.00375-Kepala Tukang alumunium0.0090OH50,000.00450-Tukang alumunium0.0850OH35,000.002,975.00-Pekerja terampil0.0850OH35,000.002,975.00Sub Total Upah6,775.00B.Bahanpintu alumunium putih 2,75"4.4000m'42,000.00184,800.00Profil Kaca4.5000m'55,000.00247,500.00sealant0.2700tube20,000.005,400.00Sub Total Bahan437,700.00Jumlah Harga Satuan444,475.00Dibulatkan444,475.00

Jenis Pekerjaan:Daun jendela alumunium profil 2"SNI 2008Satuan:m2Harga Satuan:422,475.00No.UraianKoefisienSatHarga Satuan (Rp.)Jumlah Harga (Rp.)(1)(2)(3)(4)(5)(6)=(3)x(5)A.Upah-Mandor0.0050OH75,000.00375.00-Kepala Tukang alumunium0.0090OH50,000.00450.00-Tukang alumunium0.0850OH35,000.002,975.00-Pekerja terampil0.0850OH35,000.002,975.00Sub Total Upah6,775.00B.Bahanjendela alumunium putih 2"4.4000m'37,000.00162,800.00Profil Kaca4.5000m'55,000.00247,500.00sealant0.2700tube20,000.005,400.00Sub Total Bahan415,700.00Jumlah Harga Satuan422,475.00Dibulatkan422,475.00

Jenis Pekerjaan:Instalasi Stop KontakHSPK 2011Satuan:titikHarga Satuan:73,835.00No.UraianKoefisienSatHarga Satuan (Rp.)Jumlah Harga (Rp.)(1)(2)(3)(4)(5)(6)=(3)x(5)A.Upah-Kepala Tukang Listrik0.0500OH50,000.002,500.00-Tukang Listrik0.2000OH35,000.007,000.00-Pekerja terampil0.0010OH35,000.0035Sub Total Upah9,535.00B.BahanStop Kontak (Broco)1.0000bh12,150.0012,150.00Kabel NYA 500 volt 2 x 2,5 mm210.0000m'4,500.0045,000.00Pipa Paralon 5/81.0000ljr5,500.005,500.00T doos PVC 1.0000bh1,650.001,650.00Sub Total Bahan64,300.00Jumlah Harga Satuan73,835.00Dibulatkan73,835.00

Jenis Pekerjaan:Instalasi titik LampuHSPK 2011Satuan:titikHarga Satuan:104,750.00No.UraianKoefisienSatHarga Satuan (Rp.)Jumlah Harga (Rp.)(1)(2)(3)(4)(5)(6)=(3)x(5)A.Upah-Kepala Tukang Listrik0.0500OH50,000.002,500.00-Tukang Listrik0.5000OH35,000.0017,500.00-Pekerja terampil0.3000OH35,000.0010,500.00Sub Total Upah30,500.00B.BahanIsolator4.0000bh6502,600.00Kabel NYA 500 volt 2 x 2,5 mm210.0000m'4,500.0045,000.00Pipa Paralon 5/81.0000ljr5,500.005,500.00T doos PVC 1.0000bh1,650.001,650.00Las doof6.0000bh1,000.006,000.00fiting plafond1.0000bh13,500.0013,500.00Sub Total Bahan74,250.00Jumlah Harga Satuan104,750.00Dibulatkan104,750.00

Jenis Pekerjaan:Pem. Saklar GandaHSPK 2011Satuan:titikHarga Satuan:21,535.00No.UraianKoefisienSatHarga Satuan (Rp.)Jumlah Harga (Rp.)(1)(2)(3)(4)(5)(6)=(3)x(5)A.Upah-Kepala Tukang Listrik0.0500OH50,000.002,500.00-Tukang Listrik0.2000OH35,000.007,000.00-Pekerja terampil0.0010OH35,000.0035.00Sub Total Upah9,535.00B.BahanSaklar Ganda(Broco)1.0000bh12,000.0012,000.00Sub Total Bahan12,000.00Jumlah Harga Satuan21,535.00Dibulatkan21,535.00

Jenis Pekerjaan:Pem. Lampu TL Balk 18 wattHSPK 2011Satuan:buahHarga Satuan:57,535.00No.UraianKoefisienSatHarga Satuan (Rp.)Jumlah Harga (Rp.)(1)(2)(3)(4)(5)(6)=(3)x(5)A.Upah-Kepala Tukang Listrik0.0500OH50,000.002,500.00-Tukang Listrik0.2000OH35,000.007,000.00-Pekerja terampil0.0010OH35,000.0035.00Sub Total Upah9,535.00B.BahanLampu TL balk 18 watt1.0000bh48,000.0048,000.00Sub Total Bahan48,000.00Jumlah Harga Satuan57,535.00Dibulatkan57,535.00

Jenis Pekerjaan:Box Panel + kelengkapanHSPK 2011Satuan:UnitHarga Satuan:2,222,535.00No.UraianKoefisienSatHarga Satuan (Rp.)Jumlah Harga (Rp.)(1)(2)(3)(4)(5)(6)=(3)x(5)A.Upah-Kepala Tukang Listrik0.0500OH50,000.002,500.00-Tukang Listrik0.2000OH35,000.007,000.00-Pekerja terampil0.0010OH35,000.0035.00Sub Total Upah9,535.00B.BahanBox Plastik Kap. 8 s/d 121.0000bh150,000.00150,000.00Ampere Meter + CT3.0000bh289,000.00867,000.00Volt Meter1.0000bh85,000.0085,000.00Selector Switch1.0000bh150,000.00150,000.00MCB 10A-3phase1.0000bh178,000.00178,000.00MCB 6A-1phase13.0000bh55,000.00715,000.00Grounding1.0000bh18,000.0018,000.00Kabel Feeder25.0000m'2,000.0050,000.00Sub Total Bahan2,213,000.00Jumlah Harga Satuan2,222,535.00Dibulatkan2,222,535.00Jenis Pekerjaan:Pemasangan Pipa PVC AW D 3/4"HSPK 2011Satuan:m'Harga Satuan:38,555.00No.UraianKoefisienSatHarga Satuan (Rp.)Jumlah Harga (Rp.)(1)(2)(3)(4)(5)(6)=(3)x(5)A.Upah-Mandor0.0018OH75,000.00135.00-Kepala Tukang Batu0.0060OH60,000.00360.00-Tukang Batu0.0600OH50,000.003,000.00-Pekerja terampil0.0360OH35,000.001,260.00Sub Total Upah4,755.00B.BahanPipa PVC 3/4" AW panjang 4m0.3000btg52,000.0015,600.00perlengkapan 35% harga pipa0.3500bh52,000.0018,200.00Sub Total Bahan33,800.00Jumlah Harga Satuan38,555.00Dibulatkan38,555.00

Jenis Pekerjaan:Pemasangan Pipa PVC AW D 1"HSPK 2011Satuan:m'Harga Satuan:24,255.00No.UraianKoefisienSatHarga Satuan (Rp.)Jumlah Harga (Rp.)(1)(2)(3)(4)(5)(6)=(3)x(5)A.Upah-Mandor0.0018OH75,000.00135.00-Kepala Tukang Batu0.0060OH60,000.00360.00-Tukang Batu0.0600OH50,000.003,000.00-Pekerja terampil0.0360OH35,000.001,260.00Sub Total Upah4,755.00B.BahanPipa PVC 1" AW panjang 4m0.3000btg30,000.009,000.00perlengkapan 35% harga pipa0.3500bh30,000.0010,500.00Sub Total Bahan19,500.00Jumlah Harga Satuan24,255.00Dibulatkan24,255.00

Jenis Pekerjaan:Pemasangan Pipa PVC AW D 1 1/2"HSPK 2011Satuan:m'Harga Satuan:30,105.00No.UraianKoefisienSatHarga Satuan (Rp.)Jumlah Harga (Rp.)(1)(2)(3)(4)(5)(6)=(3)x(5)A.Upah-Mandor0.0018OH75,000.00135.00-Kepala Tukang Batu0.0060OH60,000.00360.00-Tukang Batu0.0600OH50,000.003,000.00-Pekerja terampil0.0360OH35,000.001,260.00Sub Total Upah4,755.00B.BahanPipa PVC 1 1/2" AW panjang 4m0.3000btg39,000.0011,700.00perlengkapan 35% harga pipa0.3500bh39,000.0013,650.00Sub Total Bahan25,350.00Jumlah Harga Satuan30,105.00Dibulatkan30,105.00



Jenis Pekerjaan:Pemasangan Pipa PVC Tipe D 4"HSPK 2011Satuan:m'Harga Satuan:27,505.00No.UraianKoefisienSatHarga Satuan (Rp.)Jumlah Harga (Rp.)(1)(2)(3)(4)(5)(6)=(3)x(5)A.Upah-Mandor0.0018OH75,000.00135.00-Kepala Tukang Batu0.0060OH60,000.00360.00-Tukang Batu0.0600OH50,000.003,000.00-Pekerja terampil0.0360OH35,000.001,260.00Sub Total Upah4,755.00B.BahanPipa PVC 4" tipe D panjang 4m0.3000btg35,000.0010,500.00perlengkapan 35% harga pipa0.3500bh35,000.0012,250.00Sub Total Bahan22,750.00Jumlah Harga Satuan27,505.00Dibulatkan27,505.00

Jenis Pekerjaan:Pemasangan Kran D 3/4"HSPK 2011Satuan:buahHarga Satuan:37,450.00No.UraianKoefisienSatHarga Satuan (Rp.)Jumlah Harga (Rp.)(1)(2)(3)(4)(5)(6)=(3)x(5)A.Upah-Kepala Tukang Pipa0.0300OH50,000.001,500.00-Tukang Pipa0.1500OH35,000.005,250.00Sub Total Upah6,750.00B.BahanKran Air D 3/4"1.0000bh16,700.0016,700.00Rol TBA1.0000roll14,000.0014,000.00Sub Total Bahan30,700.00Jumlah Harga Satuan37,450.00Dibulatkan37,450.00

Jenis Pekerjaan:Pemasangan Stop Kran D 1"HSPK 2011Satuan:buahHarga Satuan:99,900.00No.UraianKoefisienSatHarga Satuan (Rp.)Jumlah Harga (Rp.)(1)(2)(3)(4)(5)(6)=(3)x(5)A.Upah-Kepala Tukang Pipa0.0300OH50,000.001,500.00-Tukang Pipa0.1500OH35,000.005,250.00Sub Total Upah6,750.00B.BahanStop Kran D 1"1.0000bh85,000.0085,000.00Rol TBA1.0000roll8,150.008,150.00Sub Total Bahan93,150.00Jumlah Harga Satuan99,900.00Dibulatkan99,900.00

Jenis Pekerjaan:Pemasangan Stop Kran D 1 1/2"HSPK 2011Satuan:buahHarga Satuan:106,700.00No.UraianKoefisienSatHarga Satuan (Rp.)Jumlah Harga (Rp.)(1)(2)(3)(4)(5)(6)=(3)x(5)A.Upah-Kepala Tukang Pipa0.0300OH50,000.001,500.00-Tukang Pipa0.1500OH35,000.005,250.00Sub Total Upah6,750.00B.BahanStop Kran D 1 1/2"1.0000bh91,800.0091,800.00Rol TBA1.0000roll8,150.008,150.00Sub Total Bahan99,950.00Jumlah Harga Satuan106,700.00Dibulatkan106,700.00

Jenis Pekerjaan:Pemasangan Stop Kran D 2"HSPK 2011Satuan:buahHarga Satuan:144,900.00No.UraianKoefisienSatHarga Satuan (Rp.)Jumlah Harga (Rp.)(1)(2)(3)(4)(5)(6)=(3)x(5)A.Upah-Kepala Tukang Pipa0.0300OH50,000.001,500.00-Tukang Pipa0.1500OH35,000.005,250.00Sub Total Upah6,750.00B.BahanStop Kran D 2"1.0000bh130,000.00130,000.00Rol TBA1.0000roll8,150.008,150.00Sub Total Bahan138,150.00Jumlah Harga Satuan144,900.00Dibulatkan144,900.00

Jenis Pekerjaan:Pem. Sumur ResapanSatuan:buahHarga Satuan:1,387,748.00No.UraianKoefisienSatHarga Satuan (Rp.)Jumlah Harga (Rp.)(1)(2)(3)(4)(5)(6)=(3)x(5)A.Upah-Mandor0.2830OH75,000.0021,225.00-Kepala Tukang 0.2620OH60,000.0015,720.00-Tukang Besi1.0990OH35,000.0038,465.00-Tukang Batu1.2660OH50,000.0063,300.00-Tukang Kayu0.2590OH55,000.0014,245.00-Pekerja terampil5.4920OH35,000.00192,220.00Sub Total Upah345,175.00B.BahanBata Merah879.2000879.2000bh500439,600.00Pasir Pasang0.57100.5710m380,000.0045,680.00Pasir Beton0.04900.0490m3106,700.005,228.30Koral Beton0.07200.0720m387,100.006,271.20Semen / PC (40 Kg)6.00406.0040zak43,000.00258,172.00Besi Beton 19.782019.7820kg10,500.00207,711.00Bendrat0.28300.2830kg10,500.002,971.50Paku0.03800.0380kg9,000.00342.00Minyak Bekisting0.0190ltr2,750.0052.25Kayu Hutan Papan 0.00400.0040m33,500,000.0014,000.00Kayu Hutan Balok0.00700.0070m33,891,500.0027,240.50 Plywood0.03300.0330lbr85,000.002,805.00Pipa PVC AW 4"0.50000.5000ljr65,000.0032,500.00Sub Total Bahan1,042,573.75Jumlah Harga Satuan1,387,748.75Dibulatkan1,387,748.00

Jenis Pekerjaan:Pemasangan Pompa AirSatuan:buahHarga Satuan:1,206,750.00No.UraianKoefisienSatHarga Satuan (Rp.)Jumlah Harga (Rp.)(1)(2)(3)(4)(5)(6)=(3)x(5)A.Upah-Kepala Tukang Pipa0.0300OH50,000.001,500.00-Tukang Pipa0.1500OH35,000.005,250.00Sub Total Upah6,750.00B.BahanPompa Air1.0000bh1,200,000.001,200,000.00Sub Total Bahan1,200,000.00Jumlah Harga Satuan1,206,750.00Dibulatkan1,206,750.00

Jenis Pekerjaan:Pemasangan Tandon AirSatuan:buahHarga Satuan:2,156,750.00No.UraianKoefisienSatHarga Satuan (Rp.)Jumlah Harga (Rp.)(1)(2)(3)(4)(5)(6)=(3)x(5)A.Upah-Kepala Tukang Pipa0.0300OH50,000.001,500.00-Tukang Pipa0.1500OH35,000.005,250.00Sub Total Upah6,750.00B.BahanTandon Air1.0000bh2,150,000.002,150,000.00Sub Total Bahan2,150,000.00Jumlah Harga Satuan2,156,750.00Dibulatkan2,156,750.00

Jenis Pekerjaan:Pemasangan Water Level ControlSatuan:buahHarga Satuan:81,750.00No.UraianKoefisienSatHarga Satuan (Rp.)Jumlah Harga (Rp.)(1)(2)(3)(4)(5)(6)=(3)x(5)A.Upah-Kepala Tukang Pipa0.0300OH50,000.001,500.00-Tukang Pipa0.1500OH35,000.005,250.00Sub Total Upah6,750.00B.BahanWater Control1.0000bh75,000.0075,000.00Sub Total Bahan75,000.00Jumlah Harga Satuan81,750.00Dibulatkan81,750.00

Jenis Pekerjaan:Pem. Kabel WLC dari tandon NYM 4 x 1,5 mm2Satuan:m'Harga Satuan:23,535.00No.UraianKoefisienSatHarga Satuan (Rp.)Jumlah Harga (Rp.)(1)(2)(3)(4)(5)(6)=(3)x(5)A.Upah-Kepala Tukang Listrik0.0500OH50,000.002,500.00-Tukang Listrik0.2000OH35,000.007,000.00-Pekerja terampil0.0010OH35,000.0035.00Sub Total Upah9,535.00B.BahanKabel NYM 4 x 1,5 mm21.0000bh14,000.0014,000.00Sub Total Bahan14,000.00Jumlah Harga Satuan23,535.00Dibulatkan23,535.00

RAB6.1 Rencana Anggaran Biaya

Proyek: Pekerjaan Rumah Tinggal 2 LantaiLokasi: KetintangKonsultan: PT. ABCKontrkator: PT. ABCNo.Uraian PekerjaanVOLUMESATHARGA SATUAN (Rp.)Jumlah Harga (Rp.)(1)(2)(3)(4)(5)(6)=(3)x(5)IPEKERJAAN PERSIAPAN1Pembersihan Lapangan162.5m27,250.001,178,125.002Pembuatan Bouplank51m271,915.003,667,665.00sub total 4,845,790.00IIPEKERJAAN TANAH DAN PODASI1Galian Tanah54.67m328,125.001,537,662.662Urugan Sertu8.13m3118,625.00963,828.133Urugan Pasir2.55m3128,850.00328,567.504Anstamping10.20m3250,566.002,555,773.205Pasangan Batu Kali (1:4)22.44m3483,146.0010,841,796.24sub total 16,227,627.72IIILANTAI 1APEKERJAAN BETON BERTULANG1Poor Type P10.42m31,874,025.99787,090.922Poor Type P20.252m32,841,624.86716,089.463Poor Type P32.646m32,841,624.867,518,939.374Sloof3.7224m35,101,131.6818,988,452.575Kolom Type K10.5472m32,658,752.391,454,869.316Kolom Type K23.7905m35,479,892.9520,771,534.237Kolom Type KP0.7296m33,199,011.492,333,998.788Balok Type B10.5472m322,482,427.0012,302,384.059Balok Type B21.7125m317,615,685.8630,166,862.0410Plat Lantai19.51,690,278.0032,960,421.0011Tanggasub total 128,000,641.73BLANTAI 2IVPEKERJAAN BETON BERTULANG1Kolom Type K10.043776m35,317,504.78232,779.092Kolom Type K21.9152m310,959,785.9020,990,181.963Kolom Type K30.87552m36,398,022.975,601,597.074Kolom Type KP0.306432m36,431,176.651,970,718.325Balok Type B10.7835m344,964,854.0035,229,963.116Balok Type B23.606m335,231,371.72127,044,326.42sub total 191,069,565.97VPEKERJAAN PASANGAN1Pasangan Bata 1 pc : 6ps1257.76m2128,970.00162,213,307.202Pasangan Trasram 1 pc : 3 ps656.36m2140,362.0092,128,002.323Plesteran 1 pc : 6 ps1312.72m233,382.0043,821,219.044Plesteran 1 pc : 3 ps609.88m220,274.0012,364,707.12sub total 501,596,801.65VIPEKERJAAN KUDA-KUDA & RANGKA ATAP1Rangka Kuda - kuda WF 150.75.7.51,682.00kg20,525.0034,523,050.002Rangka Kuda - kuda WF 150.75.7.5954.00kg20,525.0019,580,850.003Kolom pendek WF 150.75.7.5100.00kg20,525.002,052,500.004Gording C 125.50.0,3459.00kg20,525.009,420,975.005Gording C 125.50.0,381.00kg20,525.001,662,525.006Besi siku 65.130.8 penahan gording4.00kg18,225.0072,900.007Besi siku 40.50.3 penahan usuk2.00kg18,225.0036,450.008Plat plendes + plat simpul193.00kg20,525.003,961,325.009Ikatan angin 16 mm12.00lonjor18,225.00218,700.0010Penggantung gording 12 mm12.00lonjor18,225.00218,700.0011Besi pengaku 16 mm12.00lonjor18,225.00218,700.0012Angker 16 mm60.00lonjor18,225.001,093,500.0013Mur Baut 33.33kg12,000.00400,000.0014Usuk 5/7 & Reng 2/3 Kayu baru283.00m2585,594.00165,723,102.0015Genteng ex karang pilang283.0m267,205.0019,019,015.0016Wuwung ex karang pilang6.00m'74,364.00446,184.00sub total258,648,476.00VIIPEKERJAAN PLAFOND1Pas. Plafond Calsiboard t = 5mm + rangka Plafond lt 2162.50m285,313.0013,863,362.502Meni Rangka Plafond162.50m211,095.001,802,937.50sub total15,666,300.00VIIIPEKERJAAN LANTAI1Pas. Keramik 30/30 putih polos lt 1 & lt 2178.87m286,791.0015,524,167.30sub total15,524,167.30IXPEK. KUSEN PINTU & JENDELA1Kusen Pintu & Jendela alumunium putih 3"0.02Daun pintu Alumunium Putih 2.75"0.03Daun jendela Alumunium putih 2"0.04Kaca Mati0.00.0XPEKERJAAN PENGECATAN1Cat Plafond Lt 2 162.50m211,527.001,873,137.502Cat dinding1312.72m211,527.0015,131,723.44sub total17,004,860.94XIPEKERJAAN PLUMBINGAPERPIPAAN AIR KOTOR1Sumur Resapan1.00buah1,387,748.001,387,748.00sub total1,387,748.00BPERPIPAAN AIR BEKAS1Pipa PVC diameter 3"30.00m'41,805.001,254,150.002Pipa PVC diameter 2"32.00m'35,955.001,150,560.00sub total2,404,710.00CJARINGAN PERPIPAAN AIR BERSIH1Stop kran 1"3.00buah99,900.00299,700.002Stop kran 2"1.00buah144,900.00144,900.003Pipa PVC AW diameter 3/4 "30.00m'38,555.001,156,650.00sub total1,601,250.00DINSTALASI TANDON AIR ATAS1Tandon air atas fiber kap 1,1 m31.00bh2,156,750.002,156,750.002Water level kontrol1.00bh81,750.0081,750.003Kabel WLC dari tandon atas 1.00m'23,535.0023,535.004Stop kran 1 1/2 " (untuk distribusi)1.00bh106,700.00106,700.005Stop kran 1 1/2 " (untuk penguras)3.00bh106,700.00320,100.006Pipa PVC AW D 1 1/2 " (untuk distribusi)1.50m'30,105.0045,157.507Pipa PVC AW D 1 1/2 " (untuk penguras)1.00m'30,105.0030,105.00sub total2,764,097.50

EINSTALASI TANDON AIR BAWAH1Pompa Air bersih 1.00buah1,206,750.001,206,750.00Q max = 40 lpmHead max = 40 m2Pipa PVC AW D 1 1/2 "1.00buah30,105.0030,105.00sub total4,000,952.50FPIPA AIR HUJAN 1Pipa PVC 4" Type D menuju Drainase24.00m'27,505.00660,120.00sub total1,896,975.00XIIIPEKERJAAN INSTALASI LISTRIKAPEKERJAAN PANEL SDP 41Pengadaan dan pemasangan Panel MDPBox Panel cw. Kelengkapan1.00unit2,222,535.002,222,535.00BPEKERJAAN INSTALASI PENERANGAN1Lampu TL Balk 18 watt14.00buah57,535.00805,490.002Lampu SL 18 watt39.00buah57,535.002,243,865.003Instalasi Lampu39.00titik104,750.004,085,250.004Saklar Ganda7.00buah21,535.00150,745.005Saklar Tunggal12.00buah21,535.00258,420.006Instalasi stop kontak18.00buah73,835.001,329,030.00sub total8,872,800.00

RRAB6.2 Rekapitulasi Rencana Anggaran Biaya

Proyek: Pekerjaan Rumah Tinggal 2 LantaiLokasi: KetintangKonsultan: PT. ABCKontrkator: PT. ABCNo.Uraian PekerjaanJumlah Harga (Rp.)(1)(2)(6)=(3)x(5)IPEKERJAAN PERSIAPAN4,845,790.00IIPEKERJAAN TANAH DAN PODASI16,227,627.72IIILANTAI 1APEKERJAAN BETON BERTULANG128,000,641.73BLANTAI 2IVPEKERJAAN BETON BERTULANG191,069,565.97VPEKERJAAN PASANGAN501,596,801.65VIPEKERJAAN KUDA-KUDA & RANGKA ATAP258,648,476.00VIIPEKERJAAN PLAFOND15,666,300.00VIIIPEKERJAAN LANTAI15,524,167.30IXPEKERJAAN PENGECATAN17,004,860.94XPEKERJAAN PLUMBINGAPERPIPAAN AIR KOTOR2,404,710.00BPERPIPAAN AIR BEKAS2,404,710.00CJARINGAN PERPIPAAN AIR BERSIH1,601,250.00DINSTALASI TANDON AIR ATAS2,764,097.50EINSTALASI TANDON AIR BAWAH4,000,952.50FPIPA AIR HUJAN 1,896,975.00XIPEKERJAAN INSTALASI LISTRIKAPEKERJAAN PANEL SDP 42,222,535.00BPEKERJAAN INSTALASI PENERANGAN8,872,800.00TOTAL1,174,752,261.32PPN (10%)117,475,226.13GRAND TOTAL1,292,227,487.46DIBULATKAN1,292,227,000.00

DUBA5 ANALISA HARGA SATUAN

Proyek: Pekerjaan Rumah Tinggal 2 LantaiLokasi: KetintangKonsultan: PT. ABCKontrkator: PT. ABC

7.1Daftar Harga Satuan UpahNo.Tenaga KerjaSatuanHarga Satuan (Rp)(1)(2)(3)(4)1MandorO.H75,000.002Kepala Tukang BatuO.H60,000.003Kepala Tukang KayuO.H60,000.004Kepala Tukang BesiO.H50,000.005Kepala Tukang AlumuniumO.H50,000.006Kepala Tukang CatO.H50,000.007Kepala tukang pipaO.H50,000.008Kepala Tukang ListrikO.H50,000.009Tukang ListrikO.H35,000.0010Tukang BatuO.H50,000.0011Tukang KayuO.H55,000.0012Tukang BesiO.H35,000.0013Tukang AlumuniumO.H35,000.0014Tukang CatO.H35,000.0015Tukang pipaO.H35,000.0016Pekerja TerampilO.H35,000.0017Pekerja/Buruh Tak TerampilO.H30,000.00

7.2. Daftar Harga Satuan BahanNoJenis BahanSatuanHarga Satuan (Rp.)Nama SuplierAlamat(1)(2)(3)(4)(5)(6)1Kayu Meranti (Papan 2/20)m33,500,000.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-152Kayu Meranti (Usuk 5/7)m33,100,000.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-153Paku Biasa 2" - 5"kg12,000.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-154Dolken Kayu 7-10/400 cmbatang26,900.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-155Holcim PC (50 kg)zak55,000.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-156Seng Gelombang (0,8x1,50)lembar40,000.00UD. Sumber JayaPerum. Pondok Jati AK-177Pasir Betonm3106,700.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-158Batu Pecah Mesin 2/3m3123,200.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-159Paku Asbeskg10,900.00UD. Sumber JayaPerum. Pondok Jati AK-1710Cat Meni Besi/Kayukg16,700.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-1511Besi Plat Stripkg14,300.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-1512Pasir Pasangm391,800.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-1513Bata Merahbuah500.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-1514Kaca Polos 3mmm275,000.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-1515Kunci Tanam YALEbuah110,000.00UD. Sumber JayaPerum. Pondok Jati AK-1716Lapis triplek 0,4 cmlembar50,000.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-1517Gel. BJLS 30 (0,8x1,00)lembar53,900.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-1518Sirtum390,000.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-1619Pasir Urugm398,000.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-1620Batu Pecah 15/20m3130,300.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-1621AirLiter25.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-1722Plywood 9 mmLembar85,000.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-1823Kalsiboard 5 mm Lembar57,000.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-1924Profil alumunium 3 "m'52,000.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-2026Pintu Alumunium 2,75"m'42,000.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-2227Jendela Alumunium 2"m'37,000.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-2328Sealant tubetube20,000.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-2129Pompa airbuah1,200,000.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-2230Tandon Airbuah2,150,000.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-2331Water Controlbuah75,000.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-2432Mur BautKg14,000.00UD.Sari Bumi BangunanJln. Pondok Jati Ai-23

No.Jenis BahanSatuanHarga Satuan (Rp)Nama SuplierAlamat(1)(2)(3)(4)(5)(6)1Pasir urugm380,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono2Pasir pasangm380,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono3Pasir Corm380,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono4Tanah urugm346,100.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono5Split (batu pecah mesin)m3115,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono6Batu kali pecah 15/20 cmm397,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono7Batu pecah mesin 1/2 cmm3122,950.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono8Batu pecah mesin 2/3 cmm3122,950.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono9Batu kerikilm387,100.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono10Bata merahbh500.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono11Semen PC (40 Kg) zak43,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono12Semen PC (50 Kg) zak48,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono13Semen PC (50 Kg) kg960.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono14Semen warnakg6,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono15Kapur pasangm3216,200.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono16Cat tembokkg35,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono17Plamir tembokkg8,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono18Rol cat tembokbh21,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono19Kuasbh7,500.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono20Dempul haluskg21,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono21Tinnerlt6,500.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono22Amplaslbr2,750.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono23Dempul kayukg11,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono24Meni kayukg11,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono25Meni besikg21,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono26Cat kayukg24,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono27Cat besikg24,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono28Paku 4 cm s/d 7 cmkg8,750.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono29Eternit Plavond 100x100cmlembar30,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono30Tripleks 3mm (120x240cm)Lembar40,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono31MCB 4ABh125,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono32Kawat betonkg9,750.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono33AquaproofKg36,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono34Asbes Datar tb 4 mm (1 x 1)Buah9,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono36Asbes Gelombang Besar 5 mmLbr75,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono37Asbes Gelombang Kecil 4 mm p = 3mLbr52,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono38Asbes wuwung Gelombang BesarLbr30,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono39Asbes Wuwung Gelombang KecilLbr24,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono40BatakoBuah2,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono41Batu BataBiji250.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono42Batu Kali 15/20M380,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono43Batu Kali PondasiM380,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono44Batu Pecah Mesin 1/1 cmM3135,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono45Batu Pecah Mesin 1/2 cmM3150,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono46Batu Pecah Mesin 2/3 cmM3125,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono47Besi Beton Polos Kg10,500.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono48Besi Beton Ulirkg12,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono49Besi CanalKg13,550.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono50Besi Profil WFKg14,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono51Besi Profil Kg12,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono52Besi hollow 40/40Kg16,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono53Besi hollow 20/20Kg14,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono54CatGentengKg24,350.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono55Cat Kayu EmcoKg38,950.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono56Cat Tembok DecolithKg11,900.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono57CerlaxKg101,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono58ClearKg105,950.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono59Closet duduk PorselinBuah540,500.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono60Closet Jongkok PorselinBuah170,500.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono61Dolken Kayu Gelam 8-10/400 cmBatang35,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono62Engsel HStel6,500.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono63Engsel Kuningan Untuk JendelaStel27,250.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono64Engsel Kuningan Untuk PintuStel35,250.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono65Fitting Plafondbuah13,500.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono66Genteng Flam Pres JawaBuah1,050.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono67Genteng KacaBuah13,250.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono68Genteng Karang PilangBuah2,300.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono69Genteng Wuwung JawaBuah2,750.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono70Genteng Wuwung Karang PilangBuah8,150.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono71Grendel BesarBuah5,500.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono72Grendel KecilBuah3,250.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono73Grendel PanjangBuah18,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono74Grendel TanamBuah13,500.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono75Tepung gypsumkg1,500.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono76List Gypsumm'14,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono77Gypsum Tebal 12mmm245,450.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono78Gypsum Tebal 9 9mm Ukuran 1,2 x 2,4m241,100.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono79Hak Angin KuninganBuah19,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono80Hak Angin SikutanBuah8,750.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono81IsolatorBuah650.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono82IjukKg8,150.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono83Kabel NYA 500 Volt 2 x 2,5 mm2m'4,500.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono84Kabel NYM 4 x 1,5 mm2m'14,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono85Kaca Polos Tebal 5mmm255,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono86Kaca nakodaun8,150.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono87Kaca mati Rayban tebal 5 mmm275,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono88Kanstin Trap 15 25 40m39,750.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono89Kapur Pasangm3216,200.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono90Kawat BendratKg10,500.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono91Kayu Gelam 8 - 12 m P = 3 mBatang9,200.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono92Kayu Jati 2/20 Kelas IIm311,350,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono93Kayu Jati 3/30 Kelas IIm311,350,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono94Kayu Jati 5/7m310,850,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono95Kayu Jati 6/15m311,135,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono96Kayu Jati 8/12m310,850,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono97Kayu Kamper (slimar)m34,207,300.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono98Kayu Kamperm33,891,500.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono99Kayu Kamper 3/5m34,500,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono100Kayu Kamper 1/5m32,702,500.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono101Kayu Kamper 2/20m34,000,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono102Kayu kamper 5/7m33,080,850.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono103Kayu Kamper 6/15m32,810,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono104Kayu Randu2/20m3375,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono105Kayu Meranti 2/20m32,050,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono106Kayu Meranti 2/3m32,500,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono107Kayu Meranti 6/15m31,784,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono108Kayu Meranti 8/12m32,000,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono109Kayu Meranti Usuk 5/7m31,650,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono110Kayu Meranti papan (Bekisting)m31,510,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono111Kayu meranti bekestingm31,513,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono112Kayu Reng Jatim311,135,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono113Kayu Reng Kamperm32,810,500.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono114Kayu Usuk Kamperm33,081,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono115Kran Air D 3/4"bh54,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono116Stop Kran 1"bh85,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono117Stop Kran 1 1/2 "bh115,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono118Stop Kran 2 "bh130,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono119Keramik 20 x 20 cm warnam240,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono120Keramik 20 x 25 cm warna m242,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono121Keramik 30 x 30 cmm241,650.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono122Keramik 30 x 30 cm Polosm220,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono123Keramik 40 x 40 cmm241,650.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono124Keramik Plint Buah3,800.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono125Kertas GosokBuah2,750.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono126Klem Pipa PVCBuah1,100.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono127Kunci Tanam Besar 2 x putar KuninganBuah82,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono128Krepak kaca Nakom28,150.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono129Kunci Tanam KecilBuah37,500.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono130KeniBuah2,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono131Keni 3"Buah6,500.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono132Lampu TL balk 18 WattBuah48,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono133Las DoofBuah1,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono134Lem PVCBuah10,550.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono135Lem RajawaliKg9,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono136MCB 10 A - 3PhaseBuah178,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono137MCB 6 A - 1 PhaseBuah55,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono138Box plastik kap 8 s/d 12buah150,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono139Ampere Meterbuah289,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono140Volt meterbuah85,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono141Grounding Roudbuah18,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono142Kabel Feederm'20,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono143Selector Switchbh150,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono144Minyak bekestingLiter2,750.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono145Paku biasa 2" - 5"Kg9,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono146Paku sumbatBuah350.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono147Paku rengkg9,200.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono148Pasir Corm397,300.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono149pasir Pasangm397,300.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono150Pasir Urugm381,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono151Paving Stone Blok Tb 6 cm abu-abu 4 Persegi Pnjang m239,600.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono152Paving Stone Blok Tb 6 cm abu-abu tiga berlian m249,500.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono153Paving Stone Blok Tb 6 cm abu-abu 4 Persegi Pnjang m251,150.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono154Paving Stone Blok Tb 6 cm abu-abu 4 Persegi Pnjang m254,450.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono155Paving Stone Blok Tb 6 cm abu-abu 4 Persegi Pnjang m233,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono156Paving Stone Blok Tb 6 cm abu-abu 4 Persegi Pnjang m239,600.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono157Paving Stone Blok Tb 6 cm abu-abu 4 Persegi Pnjang m249,500.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono158Paving Stone Blok Tb 6 cm abu-abu 4 Persegi Pnjang m254,450.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono159Play wood tebal 9mmlembar85,500.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono160Penutup Atap Genteng Betonbuah4,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono161Pipa besi Galvanis "MED" -1/2"ljr33,840.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono162Pipa besi Galvanis "MED" -3/4"ljr50,760.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono163Pipa besi Galvanis "MED" -1"ljr67,680.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono164Pipa besi Galvanis "MED" -2"ljr135,360.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono165Pipa besi Galvanis "MED" -3"ljr203,040.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono166Pipa besi Galvanis "MED" -4"ljr270,720.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono167Pipa besi Galvanis "MED" -5"ljr338,400.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono168Pipa besi Galvanis "MED" -6"ljr406,080.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono169Pipa besi Galvanis "MED" "ljr556,500.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono170Pipa besi Galvanis "MED" "ljr799,500.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono171Pipa paralon 5/8ljr5,500.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono172Pipa PVC -1/2" Type Cljr7,250.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono173Pipa PVC 3/4"Type C ljr10,550.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono174Pipa PVC -1''Type C ljr15,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono175Pipa PVC -1-1/2 Type ljr23,850.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono176Pipa PVC -2 Type C ljr30,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono177Pipa PVC AW -3/4 "ljr29,500.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono178Pipa PVC AW -1 "ljr34,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono179Pipa PVC AW -1 1/2"ljr39,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono180Pipa PVC AW -2 "ljr48,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono181Pipa PVC AW -3 "ljr57,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono182Pipa PVC AW -4'' ljr65,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono183Pipa PVC AW -5"ljr75,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono184Pipa PVC AW - 6'' ljr90,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono185Pipa slang spiral saluran ljr30,750.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono186Pipa PVC AW - 6 mljr507,250.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono187Pipa PVC 4" tipe Dljr35,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono188Plamir DempulKg4,300.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono189Plamir TembokKg10,850.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono190Rol TBAroll8,150.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono191Saklar Ganda BrocoBuah12,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono192Sakolar Tunggal BrocoBuah9,500.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono193Sekrup AsbesBuah350.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono194SekrupBuah500.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono195semen warnaKg9,750.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono196Semen Pc @50Kgzak43,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono197Asbes Gelombang Besar 5 mmlbr37,850.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono198Asbes gelombang kecil 4 mmlbr24,350.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono199Seng Gelombang Uk (0,8 * 1,50)lbr45,000.00UD.Sumber BangunanJL.Babatan No.17 Sukodono200Seng Gelombang BJLS 40lbr64,900.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono201Seng Talang BJLS 30 - 90m26,500.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono202Seng Talang BJLS 40 - 90m32,500.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono203Serat Fiberm210,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono204ShandingKg141,900.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono205Sifon waser128,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono206Spirtusltr8,650.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono207Steinslagm3129,750.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono208Stop Kontak BrocoBuah12,150.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono209Stopper/ Uskup Tebal 6 cmBuah3,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono210Stopper/ Uskup Tebal 8 cmBuah3,250.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono211T Doos PVCBuah1,650.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono212Tanah urugm361,500.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono213Teak Wood 4mm Ukuran Pintulbr55,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono214TeerKg7,050.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono215Thinner Altr14,600.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono216Thinner Bltr5,450.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono217Triplek 4mm Ukuran Pintulbr38,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono218UrinoirBuah300,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono219Wood FilterKg21,650.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono220Wastafelbh189,200.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono221Water murbh12,300.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono222Isolatorbh650.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono223Closet Jongkok Porselinbh170,300.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono224Closet duduk Porselinbh540,500.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono225Bak kamar mandibh750,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono226Batu tempel/parosm252,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono227Batu Alamm272,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono228Sewa vibratorjam135,000.00UD.Sari Bumi RayaJL.Sadang No.09 Sukodono

7.3Daftar Harga Satuan PeralatanNo.Jenis AlatSatuanHarga Satuan (Rp)Nama SuplierAlamat(1)(2)(3)(4)(5)(6)1Sewa alat bantu (1 set @ 3 alat) jam1000UD.Sari Bumi RayaJL.Sadang No.09 Sukodono2Sewa alat bantu strouss pilejam100000UD.Sari Bumi RayaJL.Sadang No.09 Sukodono3Sewa Concrete Mixer 0.50 m3 (min 3 jam)jam50000UD.Sari Bumi RayaJL.Sadang No.09 Sukodono4Sewa Vibrator (min 5 jam)jam135000UD.Sari Bumi RayaJL.Sadang No.09 Sukodono5Sewa Welding Set (min 5 jam)jam30000UD.Sari Bumi RayaJL.Sadang No.09 Sukodono

RKB8.1 Daftar Analisa Kebutuhan Bahan

Proyek: Pekerjaan Rumah Tinggal 2 LantaiLokasi: KetintangKonsultan : PT. ABCKontrkator: PT. ABCNo.Uraian PekerjaanVOLUMESATAnalisa Kebutuhan Bahan KoefisienVolume(1)(2)(3)(4)(5)(6)=(3)x(5)IPEKERJAAN PERSIAPAN1Pembuatan Bouplank162.50m2kayu meranti ( 2/20)0.0071.1375kayu meranti (usuk 5/7)0.0121.9500paku biasa 2"-5"0.0203.2500

IIPEKERJAAN TANAH DAN PODASI1Urugan Sertu8.13m3Sirtu1.20009.75002Urugan Pasir2.55m3Pasir urug1.20003.06004Anstamping10.20m3Pasir urug0.43204.4064Batu Belah 15/201.200012.24005Pasangan Batu Kali (1:4)22.44m3PP0.520011.6688PC163.00003657.72Batu belah 15/201.200026.928

IIILANTAI 1APEKERJAAN BETON BERTULANG1Poor Type P10.25PB698.0000175.896PC371.000093.492KR1047.0000263.844Air215.000054.18Besi beton polos/ulir10.500002.646Kawat beton0.150000.0378bekisting pondasi4.00Kayu MC kelas III0.040000.16Paku 5cm-10cm0.300001.2Minyak Bekisting0.100000.42Poor Type P20.25PB698.0000175.896PC371.000093.492KR1047.0000263.844Air215.000054.18Besi beton polos/ulir10.500002.646Kawat beton0.150000.0378bekisting pondasi3.33Kayu MC kelas III0.040000.133332Paku 5cm-10cm0.300000.99999Minyak Bekisting0.100000.333333Poor Type P32.65PB698.00001846.908PC371.0000981.666KR1047.00002770.362Air215.0000568.89Besi beton polos/ulir10.5000027.783Kawat beton0.150000.3969bekisting pondasi5.71Kayu MC kelas III0.040000.228568Paku 5cm-10cm0.300001.71426Minyak Bekisting0.100000.571424Sloof3.72PB698.00002598.2352PC371.00001381.0104KR1047.00003897.3528Air215.0000800.316Besi beton polos/ulir10.5000039.0852Kawat beton0.150000.55836bekisting pondasi5.17Kayu MC kelas III0.040000.20684Paku 5cm-10cm0.300001.5513Minyak Bekisting0.100000.51717Kolom Type K10.55PB698.0000381.9456PC371.0000203.0112KR1047.0000572.9184Air215.0000117.648Besi beton polos/ulir10.500005.7456Kawat beton0.150000.08208bekisting pondasi2.99Kayu MC kelas III0.040000.11976Paku 5cm-10cm0.300000.8982Minyak Bekisting0.100000.29948Kolom Type K23.79PB698.00002645.769PC371.00001406.2755KR1047.00003968.6535Air215.0000814.9575Besi beton polos/ulir10.5000039.80025Kawat beton0.150000.568575bekisting pondasi14.40Kayu MC kelas III0.040000.57612Paku 5cm-10cm0.300004.3209Minyak Bekisting0.100001.44039Kolom Type KP0.73PB698.0000509.2608PC371.0000270.6816KR1047.0000763.8912Air215.0000156.864Besi beton polos/ulir10.500007.6608Kawat beton0.150000.10944bekisting pondasi0.11Kayu MC kelas III0.040000.00436Paku 5cm-10cm0.300000.0327Minyak Bekisting0.100000.010910Balok Type B10.55PB698.0000381.9456PC371.0000203.0112KR1047.0000572.9184Air215.0000117.648Besi beton polos/ulir10.500005.7456Kawat beton0.150000.08208bekisting pondasi23.87Kayu MC kelas III0.040000.9548Paku 5cm-10cm0.300007.161Minyak Bekisting0.100002.38711Balok Type B21.71PB698.00001195.325PC371.0000635.3375KR1047.00001792.9875Air215.0000368.1875Besi beton polos/ulir10.5000017.98125Kawat beton0.150000.256875bekisting pondasi2.36Kayu MC kelas III0.040000.09448Paku 5cm-10cm0.300000.7086Minyak Bekisting0.100000.236213Plat Lantai14Tangga

BLANTAI 2IVPEKERJAAN BETON BERTULANG1Kolom Type K10.04PB698.000030.555648PC371.000016.240896KR1047.000045.833472Air215.00009.41184Besi beton polos/ulir10.500000.459648Kawat beton0.150000.0065664bekisting pondasi0.09Kayu MC kelas III0.040000.00348Paku 5cm-10cm0.300000.0261Minyak Bekisting0.100000.00872Kolom Type K21.92PB698.00001336.8096PC371.0000710.5392KR1047.00002005.2144Air215.0000411.768Besi beton polos/ulir10.5000020.1096Kawat beton0.150000.28728bekisting pondasi0.32Kayu MC kelas III0.040000.01276Paku 5cm-10cm0.300000.0957Minyak Bekisting0.100000.03193Kolom Type K30.88PB698.0000611.11296PC371.0000324.81792KR1047.0000916.66944Air215.0000188.2368Besi beton polos/ulir10.500009.19296Kawat beton0.150000.131328bekisting pondasi0.15Kayu MC kelas III0.040000.0058Paku 5cm-10cm0.300000.0435Minyak Bekisting0.100000.01454Kolom Type KP0.88PB698.0000611.11296PC371.0000324.81792KR1047.0000916.66944Air215.0000188.2368Besi beton polos/ulir10.500009.19296Kawat beton0.150000.131328bekisting pondasi0.09Kayu MC kelas III0.040000.00348Paku 5cm-10cm0.300000.0261Minyak Bekisting0.100000.00875Balok Type B10.78PB698.0000546.883PC371.0000290.6785KR1047.0000820.3245Air215.0000168.4525Besi beton polos/ulir10.500008.22675Kawat beton0.150000.117525bekisting pondasi0.92Kayu MC kelas III0.040000.03668Paku 5cm-10cm0.300000.2751Minyak Bekisting0.100000.09176Balok Type B23.61PB698.00002516.988PC371.00001337.826KR1047.00003775.482Air215.0000775.29Besi beton polos/ulir10.5000037.863Kawat beton0.150000.5409bekisting pondasi6.13Kayu MC kelas III0.040000.24528Paku 5cm-10cm0.300001.8396Minyak Bekisting0.100000.6132VPEKERJAAN PASANGAN1Pasangan Bata 1 pc : 6ps1,257.76m2Semen PC 50kg18.500023,268.56Pasir pasang0.1220153.45Bata merah uk 22 x 11 x 4.5 cm140.0000176,086.402Pasangan Trasram 1 pc : 3 ps656.36m2Semen PC 50kg185,000121426600Pasir pasang0.1280.07592Bata merah uk 22 x 11 x 4.5 cm1,400,0009189040003Plesteran 1 pc : 6 ps1,312.72m2Semen PC 50kg58,88077292953.6Pasir pasang0.03647.257924Plesteran 1 pc : 3 ps609.88m2Semen PC 50kg0.155594.83634Pasir pasang0.0212.1976

VIPEKERJAAN KUDA-KUDA & RANGKA ATAP1Rangka Kuda - kuda WF 150.75.7.51,682.00kgBesi Profil WF11,500193430002Rangka Kuda - kuda WF 150.75.7.5954.00kgBesi Profil WF11,500109710003Kolom pendek WF 150.75.7.5100.00kgBesi Profil WF11,50011500004Gording C 125.50.0,3459.00kgBesi Profil WF11,50052785005Gording C 125.50.0,381.00kgBesi Profil WF11,5009315006Besi siku 65.130.8 penahan gording4.00kgBesi Profil WF11,500460007Besi siku 40.50.3 penahan usuk2.00kgBesi Profil WF11,500230008Plat plendes + plat simpul193.00kgBesi Profil WF11,50022195009Ikatan angin 16 mm12.00lonjorBesi Profil WF11,50013800010Penggantung gording 12 mm12.00lonjorBesi Profil WF11,50013800011Besi pengaku 16 mm12.00lonjorBesi Profil WF11,50013800012Angker 16 mm60.00lonjorBesi Profil WF11,50069000013Mur Baut 33.33kgBesi Profil WF11,500383333.33333333314Usuk 5/7 & Reng 2/3 Kayu baru283.00m2kayu meranti 2/30.05716.131Kayu kamper usuk 5/70.1439.62Paku reng0.2570.7515Genteng ex karang pilang283.00m2Genteng Karang pilang250,0007075000016Wuwung ex karang pilang6.00m'Semen PC 50 kg0.16000.96Pasir Pasang0.03230.1938genteng wuwung karang pilang50000300000

VIIPEKERJAAN PLAFOND1Pas. Plafond Calsiboard t = 5mm + rangka Plafond lt 2162.50m2Kayu kamper 5/70.01201.95kalsiboard 5 mm0.381962.05875Paku0.100016.252Meni Rangka Plafond162.50m2Cat meni0.100016.25Kuas 0.01001.625

VIIIPEKERJAAN LANTAI1Pas. Keramik 30/30 putih polos lt 1 & lt 2178.87m2Semen PC 50kg0.235.77368Semen Warna15,0002683026Pasir pasang0.0458.049078Tegel Keramik 30/30 putih polos10,6831,910,851.12

IXPEK. KUSEN PINTU & JENDELA1Kusen Pintu & Jendela alumunium putih 3"2Daun pintu Alumunium Putih 2.75"3Daun jendela Alumunium putih 2"4Kaca Mati

XPEKERJAAN PENGECATAN1Cat Plafond Lt 2 162.50m2Dempul tembok (cat dasar)0.1219.5Cat Tembok Luar0.1829.252Cat dinding1,312.72m2Dempul tembok (cat dasar)0.12157.5264Cat Tembok Luar0.18236.2896

XIPEKERJAAN PLUMBINGAPERPIPAAN AIR KOTOR1Sumur Resapan1.00buahBata Merah879.2879.2000Pasir Pasang0.5710.5710Pasir Beton0.0490.0490Koral Beton0.0720.0720Semen / PC (40 Kg)6.0046.0040Besi Beton 19.78219.7820Bendrat0.2830.2830Paku0.0380.0380Minyak Bekisting0.0190.0190Kayu Hutan Papan 0.0041.0000Kayu Hutan Balok0.0070.0070 Plywood0.0330.0330Pipa PVC AW 4"0.5000.5000

BPERPIPAAN AIR BEKAS1Pipa PVC diameter 3"30.00m'Pipa PVC 3" AW panjang 4m0.30009.0000perlengkapan 35% harga pipa0.350010.50002Pipa PVC diameter 2"32.00m'Pipa PVC 2" AW panjang 4m0.30009.6000perlengkapan 35% harga pipa0.350011.2000

CJARINGAN PERPIPAAN AIR BERSIH1Stop kran 1"3.00buahStop Kran D 1"1.00003.0000Rol TBA1.00003.00002Stop kran 2"1.00buahStop Kran D 2"1.00001.0000Rol TBA1.00001.00003Pipa PVC AW diameter 3/4 "30.00m'Pipa PVC 3/4" AW panjang 4m0.30009.0000perlengkapan 35% harga pipa0.350010.5000

DINSTALASI TANDON AIR ATAS1Tandon air atas fiber kap 1,1 m31.00bhTandon Air1.00001.00002Water level kontrol1.00bh0.0000Water Control1.00001.00003Kabel WLC dari tandon atas ke panel pompa NYM 4x1,5 mm1.00m'0.0000Kabel NYM 4 x 1,5 mm21.00001.00004Stop kran 1 1/2 " (untuk distribusi)1.00bh0.0000Stop Kran D 1 1/2"1.00001.0000Rol TBA1.00001.00005Stop kran 1 1/2 " (untuk penguras)3.00bhStop Kran D 1 1/2"1.00003.0000Rol TBA1.00003.00006Pipa PVC AW D 1 1/2 " (untuk distribusi)1.50m'Pipa PVC 1 1/2" AW panjang 4m0.30000.4500perlengkapan 35% harga pipa0.35000.52507Pipa PVC AW D 1 1/2 " (untuk penguras)1.00m'Pipa PVC 1 1/2" AW panjang 4m0.30000.3000perlengkapan 35% harga pipa0.35000.3500

EINSTALASI TANDON AIR BAWAH1Pompa Air bersih 1.00buaahQ max = 40 lpm1.00001.0000Pompa Air0.0000Head max = 40 m2Pipa PVC AW D 1 1/2 "1.00buahPipa PVC 1 1/2" AW panjang 4m0.30000.3000perlengkapan 35% harga pipa0.35000.3500

FPIPA AIR HUJAN 1Pipa PVC 4" Type D menuju Drainase24.00m'Pipa PVC 4" tipe D panjang 4m0.30007.2000perlengkapan 35% harga pipa0.35008.4000

XIIIPEKERJAAN INSTALASI LISTRIKAPEKERJAAN PANEL SDP 41Pengadaan dan pemasangan Panel MDPBox Panel cw. Kelengkapan1.00unitBox Plastik Kap. 8 s/d 121.00001.0000Ampere Meter + CT3.00003.0000Volt Meter1.00001.0000Selector Switch1.00001.0000MCB 10A-3phase1.00001.0000MCB 6A-1phase13.000013.0000Grounding1.00001.0000Kabel Feeder25.000025.0000

BPEKERJAAN INSTALASI PENERANGAN1.00001Lampu TL Balk 18 watt14.00buahLampu TL balk 18 watt1.00001.00002Lampu SL 18 watt39.00buahSaklar Ganda(Broco)1.00003Instalasi Lampu39.00titikIsolator4.0000156.0000Kabel NYA 500 volt 2 x 2,5 mm210.0000390.0000Pipa Paralon 5/81.000039.0000T doos PVC 1.000039.0000Las doof6.0000234.0000fiting plafond1.000039.00004Saklar Ganda7.00buahSaklar Ganda(Broco)1.000039.00005Saklar Tunggal12.00buahSaklar Ganda(Broco)1.000012.00006Instalasi stop kontak18.00buah0.0000Stop Kontak (Broco)1.000012.0000Kabel NYA 500 volt 2 x 2,5 mm210.0000120.0000Pipa Paralon 5/81.000012.0000T doos PVC 1.000012.0000

RKP8.2 REKAPITULASI KEBUTUHAN BAHAN

Proyek: Pekerjaan Rumah Tinggal 2 LantaiLokasi: KetintangKonsultan: PT. ABCKontrkator: PT. ABCNo.Uraian PekerjaanVOLUMESAT(1)(2)(3)(4)1Kayu meranti (papan 2/20)1.1375m'2Kayu meranti (Usuk 5/7)1.9500m'3Paku biasa 2" - 5"0.0200kg4Pasir Urug7.00 m3 5Batu Kali Belah 15/20 cm7.00m36Semen PC 50kg257.00kg7Semen PC (40 kg)2,309.00zak8Kapur Gamping1.00m39Pasir Pasang2.00m310Pasir Beton109.00m311Batu Pecah Mesin 1/2 cm138.00m312Air53,737.00liter13Besi beton Ulir4,380.00kg14Besi beton polos1,928.00kg15Kawat beton90.00kg16Kayu Meranti Bekisting41.00m317Minyak Bekisting186.00liter18Pasir Cor19.

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