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DINDING1GYPSUM6MMLBR.82,550.0065,000.0027.00%17,550.002GYPSUM9MMLBR.121,920.0096,000.0027.00%25,920.003GRC BOARD9MMLBR.177,800.00140,000.0027.00%37,800.004RANGKA FURINGBTG.15,240.0012,000.0027.00%3,240.005LIST PROFIL KAYUM'6,096.004,800.0027.00%1,296.006LIST PROFIL GYPSUMM'18,161.0014,300.0027.00%3,861.007METAL CLADINGM2698,500.00550,000.0027.00%148,500.00D.BAHAN PIPA1STOPKRAN DIA. 3/4"BH.31,700.002KRAN AIR DIA. 1/2"BH.27,500.003KRAN AIR DIA. 3/4"BH.27,500.004PIPA PVC 1/2"M'5,800.005PIPA PVC 3/4"M'7,500.006PIPA PVC 1"M'8,800.007PIPA PVC 1,5"M'13,800.008PIPA PVC 2"M'21,300.009PIPA PVC 3"M'60,400.0010PIPA PVC 4"M'67,300.0011ELBOW PVC 4"BH.25,300.0012SOCKET 4"BH.17,800.0013PIPA BESI HIGH PRESSURE GIP 1"M'49,000.0014PIPA BESI HIGH PRESSURE GIP 3/4"M'33,000.0015PIPA BESI HIGH PRESSURE GIP 1/2"M'21,500.0016PIPA BESI HIGH PRESSURE HITAM 2"M'60,000.0017PIPA BESI HIGH PRESSURE HITAM 2,5"M'70,000.0018PIPA BESI HIGH PRESSURE HITAM 3"M'80,000.0019PIPA BESI HIGH PRESSURE HITAM 4"M'137,500.0020PIPA 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MMBH.2,667,000.002,100,000.0027.00%567,000.005PINTU TEAKWOODLBR.868,680.00684,000.0027.00%184,680.006PINTU PLYWOODLBR.285,750.00225,000.0027.00%60,750.007PINTU FIBER WARNALBR.357,282.75281,325.0027.00%75,957.758PINTU PANIL KACALBR.1,447,800.001,140,000.0027.00%307,800.009PINTU ALUMINIUM KACA (KOMPLIT)LBR.2,540,000.002,000,000.0027.00%540,000.0010PINTU FIBERGLASS MOTIFLBR.635,000.00500,000.0027.00%135,000.0011PINTU BESI ROLLING DOORM2889,000.00700,000.0027.00%189,000.00J.BAHAN FINISHING1CAT MINYAKKG.104,775.0082,500.0027.00%22,275.003750002CAT DASARKG.20,637.5016,250.0027.00%4,387.50162502CAT TEMBOKKG.52,387.5041,250.0027.00%11,137.50412503CAT VERNISHKG.76,200.0060,000.0027.00%16,200.004CAT KAYU DASAR / MENIKG.44,450.0035,000.0027.00%9,450.005KAPUR TEMBOKKG.11,049.008,700.0027.00%2,349.006MINYAK CAT / THINNERLTR.35,052.0027,600.0027.00%7,452.007RESIDUKG.14,605.0011,500.0027.00%3,105.008DEMPULKG.37,973.0029,900.0027.00%8,073.009PLAMIRKG.15,875.0012,500.0027.00%3,375.0010CAT ATAP SENG / GENTENGKG.69,850.0055,000.0027.00%14,850.0011KERTAS PASIR / AMPLASLBR.6,350.005,000.0027.00%1,350.0012PLITURLTR.58,420.0046,000.0027.00%12,420.0013TEMPAT ADUKAN CATBH.12,700.0010,000.0027.00%2,700.0014TEPUNG PENGISI NAT KERAMIKKG.15,240.0012,000.0027.00%3,240.0015TEPUNG PENGISI NAT GYPSUM / CORNICEKG.6,604.005,200.0027.00%1,404.0016KUAS 3"BH.14,605.0011,500.0027.00%3,105.0017KUAS GULUNG / ROLBH.40,259.0031,700.0027.00%8,559.0018MINYAK BEKISTINGLTR.11,684.009,200.0027.00%2,484.0019SODA APIKG.14,605.0011,500.0027.00%3,105.0020SABUNBH.12,700.0010,000.0027.00%2,700.0021LEMKG.7,366.005,800.0027.00%1,566.0022LEM KAYULTR.37,973.0029,900.0027.00%8,073.0023BATACOTEKG.50,800.0040,000.0027.00%10,800.0024WALL PAPERM2317,500.00250,000.0027.00%67,500.0025CAT IMPRAKG.67,183.0052,900.0027.00%14,283.0026CAT EKSTERIOR (WEATHER SHIELD)KG.127,127.00100,100.0027.00%27,027.00O.BAJA RINGAN1SUPERTRUSS C75. 100 INT / SETARAKG.2SUPERTRUSS C75. 75 INT / SETARAKG.3TOPSPAN 40,055 INTKG.4WTEKS 12-14 x 20 HWFS CLASS IIPC.5CSP 10-16 x 16 HWFS CLASS IIPC.6SG 10 MULTIPLATEPC.

anANALISA BIAYA PEKERJAAN PENDAHULUAN1 M' - PAGAR SEMENTARA DARI SENG GELOMBANG TINGGI 2 METERTENAGAPekerja0.4000OHTukang0.2000OHKepala Tukang0.0200OHMandor0.0200OHBAHANDolken Kayu dia. 8-10/4001.2500BtgSemen Portland2.5000KgSeng Gelombang 3" - 5"1.2000LbrPasir Beton0.0050M3Koral Beton0.0090M3Kayu 5/70.0720M3Paku Biasa0.0600KgMeni Besi0.4500Kg1 M' - PENGUKURAN DAN PEMASANGAN BOWPLANKTENAGAPekerja0.1000OHTukang Kayu0.1000OHKepala Tukang0.0100OHMandor0.0050OHBAHANKayu 5/70.0120M3Paku Biasa 2'-5'0.0200KgKayu Papan 3/200.0070Kg1 M2 - PEMBUATAN KANTOR SEMENTARA, DENGAN LANTAI PLESTERANTENAGAPekerja2.0000OHTukang Kayu2.0000OHTukang Batu1.0000OHKepala Tukang0.3000OHMandor0.0500OHBAHANDolkek Kayu dia.8-10/400cm1.2500BtgKayu0.1300M3Kayu Biasa0.6500M3Semen Portland35.0000KgPasir Pasang0.1500M3Pasir Beton0.1000M3Koral Beton0.1000M3Bata Merah30.0000BhSeng Plat0.2500LbrJendela Nako 5 Daun1.0000BhKaca Polos0.0800M2Kunci Tanam0.1500BhPlywoo 4 mm0.0600Lbr1m2 - MEMBERSIHKAN LAPANGAN DAN PERALATANTENAGAPekerja0.1000OHMandor0.0500OHANALISA BIAYA PEKERJAAN TANAH1 M3 - GALIAN TANAH BIASA SEDALAM 1 MTenaga-Pekerja0.40OH-Mandor0.04OH1 M3 GALIAN TANAH BIASA SEDALAM 2 MTENAGAPekerja0.5250OHTukang0.0OHKepala Tukang0.0OHMandor0.0520OH1 M3 - URUGAN KEMBALITenaga-Pekerja0.19OH-Mandor0.02OH1 M3 - URUGAN PASIRTenaga-Pekerja0.30OH-Mandor0.03OHBahan-Pasir Urug1.20M31 M3 URUGAN SIRTUTENAGAPekerja0.2500OHMandor0.0250OHBAHANSirtu1.2000M31 M3 URUGAN TANAHTENAGAPekerja0.3000OHTukang0.0OHKepala Tukang0.0OHMandor0.0100OHBAHANTanah1.2000M31M3 - URUGAN TANAH HITAMTENAGAPekerja0.3000OHTukang0.0OHKepala Tukang0.0OHMandor0.0100OHBAHANTanah Hitam1.2000M3ANALISA BIAYA PEKERJAAN DINDING1 M2 - PASANGAN BATA MERAH TEBAL 1 BATA (1:3)Tenaga-Pekerja0.65OH-Tukang0.20OH-Kepala Tukang0.02OH-Mandor0.03OHBahan-Batu Bata140.00Bh-Semen Portland32.95Kg-Pasir Pasang0.09M31M2 - PASANGAN BATA MERAH TEBAL 1/2 BATA (1:2)Tenaga-Pekerja0.32OH-Tukang0.10OH-Kepala Tukang0.01OH-Mandor0.02OHBahan-Batu Bata70.00Bh-Semen Portland18.95Kg-Pasir Pasang0.04M31 M2 - PASANGAN BATA MERAH TEBAL 1/2 BATA (1:4)Tenaga-Pekerja0.32OH-Tukang0.10OH-Kepala Tukang0.01OH-Mandor0.02OHBahan-Batu Bata70.00Bh-Semen Portland11.50Kg-Pasir Pasang0.04M31 M2 - PASANGAN DINDING ROSTER BETON / BATU KERAWANG UK. 20 X 20 CMTenaga-Pekerja0.3000OH-Tukang0.1000OH-Kepala Tukang0.0100OH-Mandor0.0015OHBahan-Roster beton 20 x 2025.0000Bh-Semen Portland12.8000Kg-Pasir Pasang0.0350M3ANALISA BIAYA PEKERJAAN PLESTERAN1 M2 - PLESTERAN 1:2, TEBAL 20 MMTenaga-Pekerja0.2500OH-Tukang batu0.2000OH-Kepala Tukang0.0200OH-Mandor0.0125OHBahan-Semen Portland14.2800Kg-Pasir Pasang0.0230M31 M2 - PLESTERAN 1:4, TEBAL 20 MMTenaga-Pekerja0.2500OH-Tukang batu0.2000OH-Kepala Tukang0.0200OH-Mandor0.0125OHBahan-Semen Portland8.6800Kg-Pasir Pasang0.0280M31 M2 - PLESTERAN BERAPEN 1:3, TEBAL 30 MMTenaga-Pekerja0.1500OH-Tukang batu0.0700OH-Kepala Tukang0.0070OH-Mandor0.0080OHBahan-Semen Portland7.0700Kg-Pasir Pasang0.0210M31M2 - PLESTERAN BETON 1:3, TEBAL 10 MMTenagaPekerja0.2000OHTukang batu0.2000OHKepala Tukang0.0180OHMandor0.0100OHBAHANSemen Portland2.3400KgPasir Pasang0.0070M3ANALISA BIAYA PEKERJAAN PINTU KUNSEN KUNCI DAN ENGSEL1M3 - PASANG KUSEN PINTU DAN JENDELA KELAS ITENAGAPekerja6.0000OHTukang kayu18.0000OHKepala Tukang2.0000OHMandor0.3000OHBAHANKayu Kulim1.2000M3Paku biasa0.1500Kg1M3 - PASANG JENDELA KACA BINGKAI (KACA 5 MM)TENAGAPekerja1.0000OHTukang kayu2.5000OHKepala Tukang0.2500OHMandor0.0500OHBAHANKayu Meranti0.0200M3Kaca Bening 5 mm1.2000M2Paku biasa0.1500Kg1M2 - PASANG PINTU PANELTENAGAPekerja1.0000OHTukang kayu2.5000OHKepala Tukang0.2500OHMandor0.0500OHBAHANKayu Kelas II0.0400M3Paku biasa0.1700Kg1M2 - PASANG PINTU PANEL KAYU SURIAN LAPIS SENG PLATTENAGAPekerja1.0000OHTukang kayu2.5000OHKepala Tukang0.2500OHMandor0.0500OHBAHANKayu Surian0.0400M3Seng Plat1.2000M2Paku biasa0.1700Kg1M2 - PASANG JALUSI MATI KAYU MERANTITENAGAPekerja0.5000OHTukang kayu2.0000OHKepala Tukang0.2000OHMandor0.0250OHBAHANKayu Meranti, papan0.0600M3Paku Biasa0.1500KgANALISA BIAYA PEKERJAAN ATAP DAN RANGKA ATAP1M2 - PASANG RANGKA LANGIT-LANGIT METAL FURINGTENAGAPekerja0.1500OHTukang kayu0.2500OHKepala Tukang0.0250OHMandor0.0750OHBAHANMetal Puring3.6000M3Skrup Gybsum0.1000Kg1M2 - PASANG RANGKA LANGIT-LANGIT (RANGKA KAYU)TENAGAPekerja0.1500OHTukang kayu0.2500OHKepala Tukang0.0250OHMandor0.0750OHBAHANKayu Meranti0.0120M3Paku biasa0.1000Kg1M2 - PASANG RANGKA DINDING PARTISI (RANGKA KAYU)TENAGAPekerja0.1500OHTukang kayu0.2500OHKepala Tukang0.0250OHMandor0.0750OHBAHANKayu Meranti0.0140M3Paku biasa0.1000Kg1M2 - PENUTUP PARTISI DOUBLE GRCTENAGAPekerja0.0500OHTukang kayu0.1500OHKepala Tukang0.0150OHMandor0.0026OHBAHANGRC 9 MM0.9000M3Paku biasa0.1000Kg1M" - PASANG LISPLANK PAPAN LEBAH BERGAYUTTENAGAPekerja0.1000OHTukang kayu0.2000OHKepala Tukang0.0250OHMandor0.0050OHBAHANPAPAN LISPLANK UKIRAN (LEBAH BERGAYUT)1.2000M'Paku biasa0.0500Kg1M' - PASANG PAPAN SINGAP UKIR (GRC)TENAGAPekerja0.1100OHTukang kayu0.2200OHKepala Tukang0.0220OHMandor0.0050OHBAHANKayu1.2000M2Paku biasa0.0500Kg1M" - PASANG LISPLANG UKURAN 2 X2/20TENAGAPekerja0.1000OHTukang kayu0.1000OHKepala Tukang0.0100OHMandor0.0500OHBAHANKayu Meranti0.0088M3Paku biasa0.0600Ltr1M" - PASANG LIST PLAFOND KAYU PROFILTENAGAPekerja0.0210OHTukang kayu0.0210OHKepala Tukang0.0020OHMandor0.0010OHBAHANList Profil Kayu K11.0500M'Paku biasa0.0200Kg1M2 - PASANG PIRI-PIRI/PLAFOND LAMBERSIRINGTENAGAPekerja0.6000OHTukang kayu0.1800OHKepala Tukang0.1800OHMandor0.0300OHBAHANKayu Lambersiring (Jelutung)0.0070M3Paku biasa0.1000KgANALISA BIAYA PEKERJAAN PLESTERAN1 M3 - BETON 1:3:5Tenaga-Pekerja1.6500OH-Tukang batu0.2500OH-Kepala Tukang0.0250OH-Mandor0.0800OHBahan-Semen Portland218.0000Kg-Pasir Beton0.5200M3-Koral Beton0.8700M31M3 - MEMBUAT BETON BERTULANG 1:2:3 + BEKISTINGTENAGAPekerja2.0000OHTukang Kayu0.1000OHTukang batu0.3500OHKepala Tukang0.0350OHMandor1.0000OHBAHANKayu Meranti0.1300M3Paku1.0000KgSemen Portland336.0000KgPasir Beton0.5400M3Koral Beton0.8100M31M3 - MEMBUAT BETON BERTULANG 1:2:3TENAGAPekerja2.0000OHTukang batu0.3500OHKepala Tukang0.0350OHMandor1.0000OHBAHANSemen Portland336.0000KgPasir Beton0.5400M3Koral Beton0.8100M31M3 - MEMBUAT PONDASI /POER BETON BERTULANG (150 KG+BEKISTING)TENAGAPekerja3.9000OHTukang batu0.3500OHTukang Kayu1.0400OHTukang Besi1.0500OHKepala Tukang0.2450OHMandor0.1650OHBAHANKayu0.2000M3Paku Biasa1.5000KgMinyak bekisting0.4000LtrBesi beton ulir150.0000KgKawat beton3.0000KgSemen Portland371.0000KgPasir Beton0.4986M3Batu pecah0.7756M31M3 - MEMBUAT SLOOF BETON BERTULANG (150 KG+BEKISTING) UK. (20/30) CMTENAGAPekerja4.8500OHTukang batu0.3500OHTukang Kayu1.5600OHTukang Besi1.4000OHKepala Tukang0.3310OHMandor0.1700OHBAHANKayu0.2200M3Paku Biasa2.0000KgMinyak bekisting0.6000LtrBesi beton ulir150.0000KgKawat beton3.0000KgSemen Portland371.0000KgPasir Beton0.4986M3Batu pecah0.7756M31M3 - MEMBUAT SLOOF BETON BERTULANG (180 KG+BEKISTING) UK. (30/50) CMTENAGAPekerja4.8500OHTukang batu0.3500OHTukang Kayu1.5600OHTukang Besi1.4000OHKepala Tukang0.3310OHMandor0.1700OHBAHANKayu0.2200M3Paku Biasa2.0000KgMinyak bekisting0.6000LtrBesi beton ulir180.0000KgKawat beton3.0000KgSemen Portland371.0000KgPasir Beton0.4986M3Batu pecah0.7756M31M3 - MEMBUAT SLOOF BETON BERTULANG (225 KG+BEKISTING) UK. (25/40)TENAGAPekerja4.8500OHTukang batu0.3500OHTukang Kayu1.5600OHTukang Besi1.4000OHKepala Tukang0.3310OHMandor0.1700OHBAHANKayu0.2200M3Paku Biasa2.0000KgMinyak bekisting0.6000LtrBesi beton ulir225.0000KgKawat beton3.0000KgSemen Portland371.0000KgPasir Beton0.4986M3Batu pecah0.7756M31M3 - MEMBUAT KOLOM BETON BERTULANG (260 KG+BEKISTING) UK. (40/40) CMTENAGAPekerja5.9600OHTukang batu0.3500OHTukang Kayu3.3000OHTukang Besi2.1000OHKepala Tukang0.5700OHMandor0.2500OHBAHANKayu0.4000M3Paku Biasa4.0000KgMinyak bekisting2.0000LtrBesi beton ulir260.0000KgKawat beton4.5000KgSemen Portland371.0000KgPasir Beton0.4986M3Batu pecah0.7756M3Kayu balok0.1500M3Plywood3.5000LbrDolken24.0000Btg1M3 - MEMBUAT KOLOM BETON BERTULANG (215 KG+BEKISTING) (50/50) CMTENAGAPekerja5.9600OHTukang batu0.3500OHTukang Kayu3.3000OHTukang Besi2.1000OHKepala Tukang0.5700OHMandor0.2500OHBAHANKayu0.4000M3Paku Biasa4.0000KgMinyak bekisting2.0000LtrBesi beton ulir215.0000KgKawat beton4.5000KgSemen Portland371.0000KgPasir Beton0.4986M3Batu pecah0.7756M3Kayu balok0.1500M3Plywood3.5000LbrDolken24.0000Btg1 M3 MEMBUAT KOLOM BETON BERTULANG (150 KG+BEKISTING) TYPE (20/20) CMTENAGAPekerja5.9600OHTukang batu0.3500OHTukang Kayu3.3000OHTukang Besi2.1000OHKepala Tukang0.5700OHMandor0.2500OHBAHANKayu0.4000M3Paku Biasa4.0000KgMinyak bekisting2.0000LtrBesi beton150.0000KgKawat beton4.5000KgSemen Portland371.0000KgPasir Beton0.4986M3Batu pecah0.7756M3Kayu balok0.1500M3Plywood3.5000LbrDolken24.0000Btg1M3 - MEMBUAT KOLOM BETON BERTULANG (155 KG+BEKISTING) TYPE K3 (13/20) CMTENAGAPekerja5.9600OHTukang batu0.3500OHTukang Kayu3.3000OHTukang Besi2.1000OHKepala Tukang0.5700OHMandor0.2500OHBAHANKayu0.4000M3Paku Biasa4.0000KgMinyak bekisting2.0000LtrBesi beton polos155.0000KgKawat beton4.5000KgSemen Portland323.0000KgPasir Beton0.5200M3Koral Beton0.7800M3Kayu balok0.1500M3Plywood3.5000LbrDolken24.0000Btg1M3 - MEMBUAT RING BALOK BETON BERTULANG (210 KG+BEKISTING) 15/20 TYPE. RBPekerja5.9600OHTukang batu0.3500OHTukang Kayu2.8000OHTukang Besi1.4000OHKepala Tukang0.4550OHMandor0.2080OHBAHANKayu0.3900M3Paku Biasa3.2000KgMinyak bekisting1.6000LtrBesi beton polos210.0000KgKawat beton3.0000KgSemen Portland323.0000KgPasir Beton0.5200M3Koral Beton0.7800M3Kayu balok0.1400M3Dolken24.0000BtgSUB TOTALJUMLAHDIBULATKAN1 M3MEMBUAT RING BALOK BETON BERTULANG (220 KG+BEKISTING) 15/20 TYPE. RBTENAGAPekerja5.9600OHTukang batu0.3500OHTukang Kayu2.8000OHTukang Besi1.4000OHKepala Tukang0.4550OHMandor0.2080OHBAHANKayu0.3900M3Paku Biasa3.2000KgMinyak bekisting1.6000LtrBesi beton polos220.0000KgKawat beton3.0000KgSemen Portland323.0000KgPasir Beton0.5200M3Koral Beton0.7800M3Kayu balok0.1400M3Dolken24.0000BtgSUB TOTALJUMLAHDIBULATKAN1 M3MEMBUAT BALOK BETON BERTULANG (175 KG+BEKISTING) 20/35 TYPE. B2TENAGAPekerja5.9600OHTukang batu0.3500OHTukang Kayu2.8000OHTukang Besi1.4000OHKepala Tukang0.4550OHMandor0.2080OHBAHANKayu0.3900M3Paku Biasa3.2000KgMinyak bekisting1.6000LtrBesi beton polos175.0000KgKawat beton3.0000KgSemen Portland323.0000KgPasir Beton0.5200M3Koral Beton0.7800M3Kayu balok0.1400M3Dolken30.0000BtgSUB TOTALJUMLAHDIBULATKAN1 M3MEMBUAT BALOK BETON BERTULANG (195 KG+BEKISTING) 20/35 TYPE. B2'TENAGAPekerja5.9600OHTukang batu0.3500OHTukang Kayu2.8000OHTukang Besi1.4000OHKepala Tukang0.4550OHMandor0.2080OHBAHANKayu0.3900M3Paku Biasa3.2000KgMinyak bekisting1.6000LtrBesi beton polos195.0000KgKawat beton3.0000KgSemen Portland323.0000KgPasir Beton0.5200M3Koral Beton0.7800M3Kayu balok0.1400M3Dolken24.0000BtgSUB TOTALJUMLAHDIBULATKAN1 M3 - PLAT LANTAI BETON BERTULANG (110 KG+BEKISTING)Tenaga-Pekerja5.6000OH-Tukang batu0.3500OH-Tukang Kayu2.6400OH-Tukang Besi1.0500OH-Kepala Tukang0.4000OH-Mandor0.1930OHBahan-Kayu0.2400M3-Paku Biasa3.2000Kg-Minyak bekisting1.6000Ltr-Besi beton polos110.0000Kg-Kawat beton2.2500Kg-Semen Portland323.0000Kg-Pasir Beton0.5200M3-Koral Beton0.7800M3-Kayu balok0.1500M3-Plywood 4 mm2.8000Lbr-Dolken30.0000Btg1 M3MEMBUAT BALOK LATEY BETON BERTULANG (118 KG+BEKISTING)TENAGAPekerja5.6000OHTukang batu0.3500OHTukang Kayu2.6400OHTukang Besi1.0500OHKepala Tukang0.4000OHMandor0.1930OHBAHANKayu0.2500M3Paku Biasa3.2000KgMinyak bekisting1.6000LtrBesi beton polos118.0000KgKawat beton2.2500KgSemen Portland323.0000KgPasir Beton0.5200M3Koral Beton0.7800M3Kayu balok0.1400M3Plywood 4 mm2.8000LbrDolken16.0000BtgSUB TOTALJUMLAHDIBULATKAN1 M3MEMBUAT DINDING / SIRIP BETON BERTULANG (110 KG+BEKISTING)TENAGAPekerja5.6000OHTukang batu0.3500OHTukang Kayu2.6400OHTukang Besi1.0500OHKepala Tukang0.4000OHMandor0.1930OHBAHANKayu0.2500M3Paku Biasa3.2000KgMinyak bekisting1.6000LtrBesi beton polos110.0000KgKawat beton2.2500KgSemen Portland323.0000KgPasir Beton0.5200M3Koral Beton0.7800M3Kayu balok0.1400M3Plywood 4 mm2.8000LbrDolken16.0000BtgSUB TOTALJUMLAHDIBULATKAN1 M3MEMBUAT TANGGA BETON BERTULANG (140 KG+BEKISTING)TENAGAPekerja5.6000OHTukang batu0.3500OHTukang Kayu2.3000OHTukang Besi1.4000OHKepala Tukang0.4050OHMandor0.2020OHBAHANKayu0.2500M3Paku Biasa3.0000KgMinyak bekisting1.2000LtrBesi beton polos140.0000KgKawat beton3.0000KgSemen Portland323.0000KgPasir Beton0.5200M3Koral Beton0.7800M3Kayu balok0.1400M3Plywood 4mm2.5000LbrDolken10.0000BtgSUB TOTALJUMLAHDIBULATKAN1 M'MEMBUAT KOLOM PENGUAT BETON BERTULANG (11 X 11)TENAGAPekerja0.0600OHTukang batu0.0200OHTukang Kayu0.0200OHTukang Besi0.0200OHKepala Tukang0.0060OHMandor0.0030OHBAHANKayu0.0020M3Paku Biasa0.0100KgBesi beton polos3.0000KgKawat beton0.4500KgSemen Portland4.0000KgPasir Beton0.0060M3Koral Beton0.0090M3SUB TOTALJUMLAHDIBULATKAN1 M2PASANG ATAP GENTENG METALTENAGAPekerja0.2000OHTukang Kayu0.1000OHKepala Tukang0.0100OHMandor0.0010OHBAHANGenteng metal1.0200M2Paku atap genteng metal0.2000Kg1 M'PASANG NOK GENTENG METALTENAGAPekerja0.2500OHTukang Kayu0.1500OHKepala Tukang0.0150OHMandor0.0130OHBAHANNok genteng metal1.1000LbrPaku biasa 2'-5'0.0500Kg1 M'PASANG JURAI DALAMTENAGAPekerja0.2000OHTukang Kayu0.1500OHKepala Tukang0.0150OHMandor0.0130OHBAHANSeng Plat0.2500m2Plastik Got0.3000M'Paku biasa 2'-5'0.0500Kg1 M'PASANG BOLA - BOLA ATAPTENAGAPekerja0.2000OHTukang Kayu0.1500OHKepala Tukang0.0150OHMandor0.0130OHBAHANBola - Bola Genteng0.5000LbrPaku biasa 2'-5'0.0500Kg1M2 - LANGIT-LANGIT GYPSUM BOARD 9 MMTENAGAPekerja0.1000OHTukang Kayu0.0500OHKepala Tukang0.0050OHMandor0.0050OHBAHANGypsum board 9 mm0.3640LbrPaku Gypsum0.1100Kg1M" - LIST LANGIT-LANGIT PROFIL GYPSUMTENAGAPekerja0.0500OHTukang Kayu0.0500OHKepala Tukang0.0050OHMandor0.0030OHBAHANList Profil Gypsum1.1000LbrPaku Gypsum0.0100Kg1M2 - PASANG KUDA-KUDA BAJA RINGANTENAGAPekerja0.4000OHTukang Besi0.6000OHKepala Tukang0.0200OHMandor0.0200OHBAHANSupertruss C75, 100 INT2.8500KgSupertruss C75, 75 INT3.6700KgTopspan 40,055 INT0.3400KgWTEKS 12-14 X 20 HWFS Class II11.4000PcCSP 10-16x16 HWFS Class II12.0200PcSG 10 Multiple0.1300PcANALISA BIAYA PEKERJAAN SANITAIR1 SETMEMASANG 1 BUAH KLOSET JONGKOK STANDARTTENAGAPekerja1.0000OHTukang Batu1.5000OHKepala Tukang0.1500OHMandor0.1600OHBAHANKloset Jongkok1.0000BhSemen Portland6.0000KgPasir pasang0.0100M31 SETMEMASANG 1 BUAH KLOSET DUDUK MONOBLOKTENAGAPekerja3.3000OHTukang Batu1.1000OHKepala Tukang0.0010OHMandor0.1600OHBAHANKloset Duduk/monoblok1.0000BhPerlengkapan (6% dari harga kloset)1.0000Ls1 SETMEMASANG 1 BUAH WASTAFELTENAGAPekerja1.2000OHTukang Batu1.4500OHKepala Tukang0.1500OHMandor0.1000OHBAHANWastafel1.0000BhPerlengkapan (12% dari harga Wastafel)1.0000LsSemen Portland6.0000KgPasir pasang0.0100M31 SETMEMASANG 1 BUAH BAK MANDI FIBERGLASS KAPASITAS 0.3 M3TENAGAPekerja1.2000OHTukang Batu1.4500OHKepala Tukang0.1500OHMandor0.1000OHBAHANBak fiberglass1.0000BhPerlengkapan (18% dari harga bak fiberglass)1.0000Ls1 BHMEMASANG 1 BUAH BAK KONTROL PAS.BATU BATA (45 x 45) TINGGI 50 CMTENAGAPekerja1.4200OHTukang Batu0.4730OHKepala Tukang0.0470OHMandor0.0710OHBAHANBatu bata250.0000BhSemen portland77.0000KgPasir Pasang0.1300M3Batu Kerikil0.0200M3Besi Beton2.6000KgPasir beton0.0900M31 M'MEMASANG PIPA PVC TYPE AW DIA.1/2"TENAGAPekerja0.0360OHTukang Batu0.0600OHKepala Tukang0.0060OHMandor0.0018OHBAHANPipa PVC1.2000M'Perlengkapan (35%)1.0000Ls1 M'MEMASANG PIPA PVC TYPE AW DIA.3/4"TENAGAPekerja0.0360OHTukang Batu0.0600OHKepala Tukang0.0060OHMandor0.0018OHBAHANPipa PVC1.2000M'Perlengkapan (35%)1.0000Ls1 M'MEMASANG PIPA PVC TYPE AW DIA.3"TENAGAPekerja0.0810OHTukang Batu0.1350OHKepala Tukang0.0135OHMandor0.0041OHBAHANPipa PVC1.2000M'Perlengkapan (35%)1.0000Ls1 M'MEMASANG PIPA PVC TYPE AW DIA.4"TENAGAPekerja0.0810OHTukang Batu0.1350OHKepala Tukang0.0135OHMandor0.0041OHBAHANPipa PVC1.2000M'Perlengkapan (35%)1.0000Ls1 BHMEMASANG KRAN DIA. 1/2" ATAU 3/4"TENAGAPekerja0.0100OHTukang Batu0.1000OHKepala Tukang0.0100OHMandor0.0050OHBAHANKran air1.0000BhSeal Tape0.0250Bh1 BHMEMASANG FLOOR DRAINTENAGAPekerja0.0100OHTukang Batu0.1000OHKepala Tukang0.0100OHMandor0.0050OHBAHANfloordrain1.0000BhANALISA BIAYA PEKERJAAN KUNCI & ENGSEL1BH - PASANG KUNCI TANAM BIASATENAGAPekerja0.0100OHTukang Kayu0.5000OHKepala Tukang0.0100OHMandor0.0050OHBAHANKunci Tanam Biasa1.0000Bh1BH - PASANG ENGSEL PINTUTENAGAPekerja0.0150OHTukang Kayu0.1500OHKepala Tukang0.0150OHMandor0.0008OHBAHANEngsel Kuningan 4"1.0000Bh1BH - PASANG ENGSEL JENDELATENAGAPekerja0.0100OHTukang Kayu0.1000OHKepala Tukang0.0100OHMandor0.0005OHBAHANEngsel Jendela 3"1.0000Bh1BH - PASANG GRENDEL PINTUTENAGAPekerja0.0150OHTukang Kayu0.1500OHKepala Tukang0.0150OHMandor0.0008OHBAHANGrendel Pintu1.0000Bh1BH - PASANG GRENDEL JENDELATENAGAPekerja0.0150OHTukang Kayu0.1500OHKepala Tukang0.0150OHMandor0.0008OHBAHANGrendel Jendela1.0000Bh1BH - PASANG KAIT ANGIN / HAK ANGINTENAGAPekerja0.0150OHTukang Kayu0.1500OHKepala Tukang0.0150OHMandor0.0008OHBAHANKait Angin1.0000Bh1BH - PASANG TARIKAN TANGANTENAGAPekerja0.0150OHTukang Kayu0.1500OHKepala Tukang0.0150OHMandor0.0008OHBAHANKait Angin1.0000Bh1M2 - PASANG KACA 5 MMTENAGAPekerja0.0150OHTukang Kayu0.1500OHKepala Tukang0.0150OHMandor0.0008OHBAHANKaca1.1000Bhkayu list profil1.2000M'ANALISA BIAYA PEKERJAAN LANTAI1M2 - PASANG LANTAI GRANIT 60x60TENAGAPekerja0.2500OHTukang Batu0.1200OHKepala Tukang0.0120OHMandor0.0125OHBAHANGranit 60x602.7778BhSemen Portland8.1900KgPasir Pasang0.0450M3Semen warna1.0000Kg1M2 - PASANG LANTAI KERAMIK 40x40TENAGAPekerja0.6200OHTukang Batu0.3500OHKepala Tukang0.0350OHMandor0.0300OHBAHANKeramik 40x406.0000BhSemen Portland11.3800KgPasir Pasang0.0420M3Semen warna1.0000Kg1 M2 - PASANG LANTAI KERAMIK 30cm X 30cmTenaga-Pekerja0.6200OH-Tukang Keramik0.3500OH-Kepala Tukang0.0350OH-Mandor0.0300OHBahan-Keramik 30 x 3011.0000Bh-Semen Portland11.3800Kg-Pasir Pasang0.0420M3-Semen warna1.0000Kg1 M2 - DINDING KERAMIK 20CM X 25CMTenaga-Pekerja0.6200OH-Tukang Keramik0.3500OH-Kepala Tukang0.0350OH-Mandor0.0300OHBahan-Keramik 20 x 2520.0000Bh-Semen Portland11.3800Kg-Pasir Pasang0.0420M3-Semen warna1.0000KgANALISA BIAYA PEKERJAAN PASANG BATU ALAM1 M2 - PASANG BATU ALAM (BATU PALIMANAN)Tenaga-Pekerja0.6200OH-Tukang Batu0.3500OH-Kepala Tukang0.0350OH-Mandor0.0300OHBahan-Batu Palimanan1.0500M2-Semen Abu-Abu11.7500Kg-Pasir Pasang0.0350M3ANALISA BIAYA PEKERJAAN PENGECATAN1 M2 - PENGECATAN BIDANG KAYU BARU (1 PLAMIR : 1 CAT DASAR : 2 CAT PENUTUP)Tenaga-Pekerja0.0700OH-Tukang Cat0.0090OH-Kepala Tukang0.0060OH-Mandor0.0025OHBahan-Cat meni0.2000Kg-Plamir0.1500Kg-Cat dasar0.1700Kg-Cat penutup 2X0.2600Kg1M2 - PENGECATAN BIDANG TEMBOK BARU (1 PLAMIR : 1 CAT DASAR : 2 CAT PENUTUP)Tenaga-Pekerja0.0200OH-Tukang Cat0.0630OH-Kepala Tukang0.0063OH-Mandor0.0025OHBahan-Plamir0.1000Kg-Cat dasar0.1000Kg-Cat penutup 2X0.2600KgANALISA BIAYA PEKERJAAN PASANG CEROCOK & PAVING BLOCK1 BH - PASANG CEROCOK KAYUTENAGAPekerja0.2500OHTukang Kayu0.0300OHKepala Tukang0.0040OHMandor0.0300OHBAHANCerocok Kayu Ubar Dia. 12 Cm1.0000Btg1M2 - PAVING BLOCKTENAGAPekerja0.4500OHTukang Batu0.0200OHKepala Tukang0.0200OHMandor0.0020OHBAHANPaving blok38.0000BhPasir Pasang0.0070M3

rab0.00HARGA PERKIRAAN SENDIRI (HPS)KEGIATAN:REHABILITASI SEDANG/BERAT GEDUNG DAN KANTORPEKERJAAN:REHAB RUMAH IMAM MASJID AR RAHMANLOKASI:JL. SUDIRMAN KOTA PEKANBARUNOVOLUMESATHARGA SATUANJUMLAH HARGA(Rp.)(Rp.)acdef = (c x e)A.PEKERJAAN PENDAHULUAN1Pek.Pembongkaran dan pembersihan lokasi1.00Ls5,000,000.005,000,000.00SUB JUMLAH5,000,000.00B.PEKERJAAN LUAR BANGUNAN1Pek.Galian tanah pondasi pagar2.40M30.00.02.4062Pek.Pas. Pondasi 1 bata 1:34.80M30.00.04.803Pek.Raben pondasi 1:319.20M20.00.019.204Pek.Pas. Dinding 1/2 bata 1:4 (pagar)14.35M20.00.06.1508.205Pek.Plesteran dinding pagar 1:428.70M20.00.028.7006Pek.Pas. Kanopi (depan dan belakang)28.00M2625,000.0017,500,000.0028.007Pek.Pas. Lantai keramik Teras Uk. 30cm x 30cm4.50M20.00.04.508Pek.Pas. Dinding batu alam8.08M20.00.08.089Pek.Pas. Kunsen + Pintu besi Pagar Belakang T. 180meter1.00Unit4,750,000.004,750,000.00SUB JUMLAH0.0C.PEKERJAAN RUANG TAMU1Pek.Pas. Jendela kaca rangka aluminium2.72M2750,000.002,040,000.002.722Pek.Pas. Pintu besi1.00Unit3,250,000.003,250,000.00SUB JUMLAH5,290,000.00D.PEKERJAAN KAMAR ANAK 11Pek.Pas. Dinding 1/2 bata 1:41.94M20.00.02Pek.Pas. Plesteran dinding 1:43.87M20.00.03Pek.Pembuatan lemari dibawah jendela kamar anak1.00Ls5,000,000.005,000,000.00SUB JUMLAH5,000,000.00E.PEKERJAAN RUANG KELUARGA DAN KAMAR ANAK 21Pek.Pas. Dinding partisi gypsum 2 sisi + rangka metal stud12.00M2275,000.003,300,000.0012SUB JUMLAH3,300,000.00F.PEKERJAAN DAPUR1Pek.Pas. Dinding 1/2 bata 1:4 meja dapur0.65M20.00.00.652Pek.Cor meja beton bertulang meja dapur0.09M20.00.00.08753Pek.Plesteran dinding 1:4 meja dapur1.30M20.00.01.304Pek.Pas. Keramik 20/25 meja dapur3.60M20.00.03.605Pek.Perbaikan instalasi air1.00Ls500,000.00500,000.00SUB JUMLAH500,000.00G.PEKERJAAN KAMAR MANDI1Pek.Pas. Dinding batu kerawang (roster beton)0.64M20.00.00.64SUB JUMLAH0.0H.PEKERJAAN RUANG SERBA GUNA (BAWAH TANGGA)1Pek.Pas. Dinding partisi gypsum 2 sisi + rangka metal stud14.40M2275,000.003,960,000.0014.42Pek.Pas. Kusen kayu dan pintu panel + accesoris1.00Unit3,500,000.003,500,000.003Pek.Pas. Pintu besi1.00Unit5,000,000.005,000,000.004Pek.Pas. Dinding batu kerawang (roster beton)0.40M20.00.00.40luarluas kusen luarSUB JUMLAH12,460,000.00121.441424.1586I.PEKERJAAN PENGECATANdalam tghdalam pgr.luas kusen luar1Pek.Cat air dinding380.06M20.00.0380.061113.491269.572Pek.Cat minyak kusen kayu dan pintu panel19.38M20.00.019.3760.981.176SUB JUMLAH0.0J.PEKERJAAN LAIN-LAIN1Pek.Pembuatan lemari dibawah jendela kamar anak1.00Ls5,000,000.005,000,000.002Pek.Pemasangan terali besi19.40M2550,000.0010,670,000.003Pek.Bongkar pasang instalasi listrik1.00Ls1,250,000.001,250,000.004Pek.Pembersihan akhir1.00Ls5,000,000.005,000,000.00SUB JUMLAH21,920,000.0021.92

rekapREKAPITULASI HARGAKEGIATAN:REHABILITASI SEDANG/BERAT GEDUNG DAN KANTORPEKERJAAN:REHAB RUMAH IMAM MASJID AR RAHMANLOKASI:JL. SUDIRMAN KOTA PEKANBARUNOURAIAN PEKERJANJUMLAH HARGA (Rp.)123A.PEKERJAAN PENDAHULUAN5,000,000.00B.PEKERJAAN LUAR BANGUNAN0.0C.PEKERJAAN RUANG TAMU5,290,000.00D.PEKERJAAN KAMAR ANAK 15,000,000.00E.PEKERJAAN RUANG KELUARGA DAN KAMAR ANAK 23,300,000.00F.PEKERJAAN DAPUR500,000.00G.PEKERJAAN KAMAR MANDI0.0H.PEKERJAAN RUANG SERBA GUNA (BAWAH TANGGA)12,460,000.00I.PEKERJAAN PENGECATAN0.0J.PEKERJAAN LAIN-LAIN21,920,000.00(A)JUMLAH HARGA PEKERJAAN0.0(B)PPN 10 %= (A) x 0,100.0(C)JUMLAH TOTAL= (A) + (B)0.0110,000,000.00PAGU(D)DIBULATKAN0.0SISATerbilang :Seratus Delapan Juta RupiahPEKANBARU, 2015DIBUAT OLEH :KUASA PENGGUNA ANGGARAN (KPA)

vol.lt10.00PERHITUNGAN VOLUME PEKERJAAN BesiBerat (kg/m')6 mm0.220KEGIATAN:0.008 mm0.393PEKERJAAN:REHAB RUMAH IMAM MASJID AR RAHMAN10 mm0.620LOKASI:JL. SUDIRMAN KOTA PEKANBARU12 mm0.88713 mm0.995A0.0014 mm1.209NoPekerjaan & Gambar kerjaSub Pekerjaan & AnalisaVolumeSat16 mm1.5601245.00619 mm2.25022 mm3.040PEKERJAAN PENDAHULUANPek. Pembersihan lokasi252.00m214.00x18.00=252.000.00x2.00=0.00252.0010.0010.00Pek. Pas. Bowplank dan pengukuran60.00m213.00x2.00=26.0017.00x2.00=34.00+60.00Pek. IMB19.00m214.000.00x10.00=0.000.00x10.00=0.002.00x2.00=4.005.00x3.00=15.00x=0.00+19.00PEKERJAAN PONDASIAPONDASI SETEMPATPONDASI SETEMPAT TYPEP112TtkPek. Galian tanah pondasi FootPlate11.03m3P10.70x0.70x0.55x12=3.23P20.80x0.80x1.00x0=0.00P31.20x1.20x1.20x0=0.00P41.2x1.2x1.20x0=0.00P50.00x0.00x0.00x0=0.00P60.00x0.00x0.00x0=0.000.30Ljr0.60x0.50x26.00=7.8011.030.150.55Pek. Urugan pasir bawah pondasi1.07m3Lantai kerja 1:3:50.05P10.70x0.70x0.05x12=0.29Pasir urug0.05P20.80x0.80x0.05x0=0.00P31.20x1.20x0.05x0=0.00P41.20x1.20x0.05x0=0.00P50.00x0.00x0.05x0=0.00P60.00x0.00x0.05x0=0.000.1Ljr0.60x0.05x26.00=0.78+1.07Pek. Cor lantai kerja 1 : 3 : 51.07m30.150.50P10.70x0.70x0.05x12=0.29P20.80x0.80x0.05x0=0.00P31.20x1.20x0.05x0=0.00P41.20x1.20x0.05x0=0.000.1P50.00x0.00x0.05x0=0.00P60.00x0.00x0.05x0=0.00Ljr0.60x0.05x26.00=0.78+0.201.070.10.500.1Pek. Cor Pond FootplateBekisting3.60M2P11.00+1.00x0.15x12=3.60PONDASI SETEMPAT TYPEP20TtkP21.20+1.20x0.25x0=0.00P32.00+2.00x0.30x0=0.00P40.00+0.00x0.00x0=0.00P50.00+0.00x0.00x0=0.00+P60.00+0.00x0.00x0=0.003.600.65Cor Beton0.45P10.50x0.50x0.15x12=0.450.251.00P20.60x0.60x0.25x0=0.00P31.00x1.00x0.30x0=0.00Lantai kerja 1:3:50.05P40.00x0.00x0.00x0=0.00Pasir urug0.05P50.00x0.00x0.00x0=0.00P60.00x0.00x0.00x0=0.000.45Pembesian138.37Kg307.4933333333JlhPjngBerat (kg/m')0.1P1 12x5x1.30x0.887=5.77 12x5x1.30x0.887=5.77 14x0x0.00x1.209=0.000.250.6011.53x 12138.37P2 12x5.0x1.70x0.887=7.540.1 12x5.0x1.70x0.887=7.54 14x0.0x0.00x1.209=0.000.2015.08x 04.66666666670.000.10.600.1P3 14x7x2.60x1.209=22.00 14x7x2.60x1.209=22.00PONDASI SETEMPAT TYPEP30Ttk 14x0x0.00x1.209=0.0044.01x 00.00P4 14x7x0.00x1.209=0.00 14x7x0.00x1.209=0.00 14x0x0.00x1.209=0.000.800.00x 00.000.301.20P5 16x7x0.00x1.560=0.00Lantai kerja 1:3:50.05 16x7x0.00x1.560=0.00Pasir urug0.05 16x0x0.00x1.560=0.000.00x 00.000.1P6 16x3x0.00x1.560=0.00 16x3x0.00x1.560=0.00 16x0x0.00x1.560=0.000.00x 00.251.000.00138.37138.37x 1.000.1Total Pembesian=138.37KgPek. Cor Pedestal0.25Bekisting2.52M2P10.40+0.30x0.30x12=2.520.11.000.1P20.40+0.50x0.65x0=0.00P30.50+0.50x0.80x0=0.00P40.50+0.50x0.00x0=0.00PONDASI SETEMPAT TYPEP4Ttk2.52Cor Beton0.11M3P10.20x0.15x0.30x12=0.11P20.20x0.25x0.65x0=0.00P30.25x0.25x0.80x0=0.00P40.25x0.25x0.80x0=0.000.800.110.301.20Pembesian35.73Kg330.7956666667JlhPjngBerat (kg/m')Lantai kerja 1:3:50.05P1 12x4x0.30x0.887=1.06Pasir urug0.05 12x4x0.30x0.887=1.06 8x 7x 0.70x0.30x0.393=0.582.71x 1232.480.1JlhPjngBerat (kg/m')P2 12x4x0.30x0.887=1.06 12x4x0.30x0.887=1.060.251.00 8x 7x 0.90x0.30x0.393=0.742.87x 00.000.1JlhPjngBerat (kg/m')P3 16x4x0.30x1.560=1.87 16x4x0.30x1.560=1.870.25 10x 7x 1.00x0.30x0.620=1.305.05x 00.11.000.10.00JlhPjngBerat (kg/m')P4 12x4x0.30x0.887=1.06 12x2x0.30x0.887=0.53 8x 7x 1.00x0.30x0.393=0.832.42x 00.0032.4832.48x 1.10Total Pembesian35.73Kg212.0233333333000PONDASI LAJURP =32.00M1Pek. Pondasi 1 BT11.84M229.60x0.40=11.84lantai cor0.07RAVEN PONDASI23.68M2pasir urug0.0511.84x2.00=23.680.280.40tanah urugPek. Pondasi Camp. 1:3:5Bskisting0.4032.000=0.00M20.000.400.000=0.000.00Cor 1:3:50.200.4032.00=2.56M32.560.150.400.00=0.002.560.400.500.00Pek. Urugan Tanah Kembali5.77m3ATotal Galian=11.03lantai kerja 1:3:50.05pasir urug0.05BPenguranganPondasi Footplate=0.450.200.200.20Pondasi Lajur=2.56Pondasi Pedestal=0.110.60Urugan Pasir=1.07Lantai Kerja=1.07+5.27Urugan Kembali =( A - B )A11.03B5.27-5.77BORED PILE0.00M'P1=12.00x1.00x=0.000.00P2=0.00x2.00x=0.00P3=0.00x3.00x=0.00P4=0.00x4.00x=0.00P5=0.00x0.00x=0.00P6=0.00x0.00x=0.00+0.00Tiang Pancang Beton0.250.250.00M'P6=0.00x1.00x16.00=0.000.00Cor Beton0.00M30.25x0.25x1.00x0=0.00Pembesian0.00Kg0JlhPjngBerat (kg/m') 14x8x1.00x1.209=9.67 16x0x1.00x1.560=0.00 8x 8x 1.00x1.00x0.393=3.1412.82x 00.00+ Overhead 10%0.00x 1.05Total Pembesian0.00KgPENGADAAN Mini Pile / cerocok108.00BtgP1=12.00x9.00x1.00=108.000.00P2=0.00x9.00x1.00=0.00P3=0.00x16.00x1.00=0.00P4=0.00x16.00x1.00=0.00108.00PEMANCANGAN MINIPILE0.00M'P1=12.00x9.00x0.00=0.00P2=0.00x9.00x0.00=0.00P3=0.00x16.00x0.00=0.000.00PEMOTONGAN MINIPILE108.00M'P1=12.00x9.00x1.00=108.00P2=0.00x9.00x1.00=0.00P3=0.00x16.00x1.00=0.00108.00BORED PILE MANUALD=0.40Mr =0.20Bekisting0.00M20.00+0.00x0.00x0=0.00Cor Beton0.13M3Pr23.14x0.04x1.00x1=0.13Pembesian19.72KgJlhPjngBerat (kg/m') 16x8x1.00x1.560=12.48 16x0x1.00x1.560=0.00 10x 7x 1.26x1.00x0.620=5.4517.93x 117.93+ Overhead 10%17.93x 1.10Total Pembesian19.72KgPEKERJAAN STRUKTURBALOK SLOOF Type - S115/20P32.00M'a.Bekisting12.80M2(0.20+0.20 )x32.00=12.80b.Cor Beton0.96M3balok lantai0.200.15x0.20x32.00=0.96c.Pembesian203.54Kg212.0233333333JlhPjngBerat (kg/m') 12x3x32.00x0.887=85.15 12x2x32.00x0.887=56.773.70 8x 7x 0.70x32.00x0.393=61.623.50203.54x 1.00203.54BALOK SLOOF Type - S225/30PM'a.Bekisting0.00M2(0.30+0.30 )x0.00=0.00Blk Sloof0.40b.Cor Beton0.00M30.25x0.30x0.00=0.00c.Pembesian0.00Kg0JlhPjngBerat (kg/m') 16x4x0.00x1.560=0.00 16x2x0.00x1.560=0.00 8x 7x 1.10x0.00x0.393=0.000.00x 1.000.00BALOK SLOOF Type - S315/20P14.50M'a.Bekisting5.80M2(0.20+0.20 )x14.50=5.80b.Cor Beton0.44M30.15x0.20x14.50=0.44c.Pembesian79.37Kg182.4566666667JlhPjngBerat (kg/m') 12x4x14.50x0.887=51.45 12xx14.50x0.887=0.00 8x 7x 0.70x14.50x0.393=27.9279.37x 1.0079.37BALOK SLOOF Type - SP20/20P0.00M'a.Bekisting0.00M2(0.20+0.20 )x0.00=0.00b.Cor Beton0.00M30.20x0.20x0.00=0.00c.Pembesian0.00KgJlhPjngBerat (kg/m') 10x3x0.00x0.620=0.00 10x3x0.00x0.620=0.00 8x 8x 0.80x0.00x0.393=0.000.00x 1.05207.650.00BALOK PENUTUP - BP15/15PM'a.Bekisting0.00M2(0.15+0.15 )x0.00=0.00b.Cor Beton0.00M30.15x0.15x0.00=0.00c.Pembesian0.00Kg0JlhPjngBerat (kg/m') 10x2x0.00x0.620=0.00 10x2x0.00x0.620=0.00 6x 7x 0.60x0.00x0.220=0.000.00x 1.000.00BALOK SLOOF Type - SP20/20P0.00M'a.Bekisting0.00M2(0.20+0.20 )x0.00=0.00b.Cor Beton0.00M30.20x0.20x0.00=0.00c.Pembesian0.00KgJlhPjngBerat (kg/m') 10x3x0.00x0.620=0.00 10x3x0.00x0.620=0.00 8x 8x 0.80x0.00x0.393=0.000.00x 1.050.000.00KOLOM Type - K115/20Jlh10.00Bha.Bekisting12.25M2(0.30+0.40 )x3.50x10.00=24.50Asumsi : Bekisting digunakan2 kali=24.50/ 212.25b.Cor Beton1.05M30.15x0.20x3.50x10.00=1.05c.Pembesian705.41Kg671.8185JlhPjngBerat (kg/m') 16x6x3.50x1.560=32.76 16x4x3.50x1.560=21.84 8x 7x 0.70x3.50x0.393=6.7461.34x 10+ Overhead 10%613.40x 1.15705.41KOLOM Type - K220/25Jlh10.00Bha.Bekisting31.50M2(0.40+0.50 )x3.50x10.00=31.50(0.40+0.50 )x2.10x=0.0031.50Asumsi : Bekisting digunakan1Kali31.501.0031.50b.Cor Beton1.75M30.20x0.25x3.50x10.00=1.750.20x0.25x2.10x0.00=0.001.75c.Pembesian300.22Kg171.5538JlhPjngBerat (kg/m') 12x3x3.50x0.887=9.31 12x3x3.50x0.887=9.31 8x 7x 0.90x3.50x0.393=8.6727.29x 10272.93 10x2x2.10x0.620=2.60 10x2x2.10x0.620=2.60 8x 7x 0.90x2.10x0.393=5.2010.41x 00.00272.93300.221.10KOLOM Type - KD30JlhBhr=15a.Bekisting0.00M2(3.14x0.30 )x3.50x0.00=0.00Asumsi : Bekisting digunakan 2 kali ;0.00x 0,500.00b.Cor Beton0.00M33.14x0.02x3.50x0.00=0.00c.Pembesian0.00Kg0JlhPjngBerat (kg/m') 12x4x3.50x0.887=12.42 12x4x3.50x0.887=12.42 8x 8x 0.94x3.50x0.393=10.3735.20x 0+ Overhead 10%0.00x 1.100.00KOLOM Type - K313/13Jlh2Bha.Bekisting3.64M2(0.26+0.26 )x3.50x2.00=3.64Asumsi : Bekisting digunakan 1 kali ;3.641.003.64b.Cor Beton0.12M30.13x0.13x3.50x2.00=0.12c.Pembesian65.65Kg554.980591716JlhPjngBerat (kg/m') 12x4x3.50x0.887=12.42 12x4x3.50x0.887=12.42 8x 7x 0.52x3.50x0.393=5.0129.84x 2+ Overhead 10%59.69x 1.1065.65KOLOM Type - K430/30JlhBha.Bekisting0.00M2(0.60+0.60 )x3.50x0.00=0.00(0.60+0.60 )x5.50x0.00=0.000.00Asumsi : Bekisting digunakan2Kali0.002.000.00b.Cor Beton0.00M30.30x0.30x3.50x0.00=0.000.30x0.30x5.50x0.00=0.000.00c.Pembesian0.00Kg0JlhPjngBerat (kg/m') 16x6x3.50x1.560=32.76 12x2x3.50x0.887=6.21 8x 7x 1.20x3.50x0.393=11.5550.52x 00.00 16x6x5.50x1.560=51.48 12x2x5.50x0.887=9.76 8x 7x 1.20x5.50x0.393=18.1679.39x 00.000.000.001.10KOLOM PRAKTIS T - KP13/13Jlh9.00Bha.Bekisting8.19M2(0.13+0.13 )x3.50x9.00=8.19Asumsi : Bekisting digunakan 2 kali ;8.191.008.19b.Cor Beton0.53M30.13x0.13x3.50x9.00=0.53c.Pembesian123.18KgJlhPjngBerat (kg/m') 10x2x3.50x0.620=4.34 10x2x3.50x0.620=4.34 8x 7x 0.52x3.50x0.393=5.0113.69x 9+ Overhead 0%123.18x 1.00123.18BALOK LANTAI BL.125/50P35.0012a.Bekisting35.35M2(0.25+0.38+0.38 )x35.00=35.35b.Cor Beton3.33M30.25x0.38x35.00=3.33c.Pembesian690.43Kg207.6473684211JlhPjngBerat (kg/m') 16x6x35.00x1.560=327.60 16x4x35.00x1.560=218.40 8x 7x 1.50x35.00x0.393=144.43 10x 0.50x35.00x0.620=0.00690.43x 1.00690.43BALOK LANTAI BL.225/40P70.22a.Bekisting56.18M2(+0.4+0.40 )x70.22=56.18b.Cor Beton7.02M30.25x0.40x70.22=7.02c.Pembesian908.39Kg129.363JlhPjngBerat (kg/m') 16x4x70.22x1.560=438.17 16x2x70.22x1.560=219.09 8x 7x 1.30x70.22x0.393=251.13 10x 0.40x70.22x0.620=0.00908.39x 1.00908.39BALOK B415/40Pa.Bekisting0.00M2(0.15+0.4+0.40 )x0.00=0.00b.Cor Beton0.00M30.15x0.40x0.00=0.00c.Pembesian0.00Kg0JlhPjngBerat (kg/m') 16x4x0.00x1.560=0.00 16x2x0.00x1.560=0.00 8x 7x 1.10x0.00x0.393=0.000.00x 1.050.00BALOK LANTAI BL.315/60Pa.Bekisting0.00M2(0.15+0.6+0.60 )x0.00=0.00b.Cor Beton0.00M30.15x0.60x0.00=0.00c.Pembesian0.00Kg0JlhPjngBerat (kg/m') 16x6x0.00x1.560=0.00 16x4x0.00x1.560=0.00 8x 7x 1.50x0.00x0.393=0.00 10x 0.60x0.00x0.620=0.000.00x 1.000.00BALOK LANTAI20/25Pa.Bekisting0.00M2(0.20+0.25+0.25 )x0.00=0.00b.Cor Beton0.00M30.20x0.25x0.00=0.00c.Pembesian0.00Kg0JlhPjngBerat (kg/m') 12x4x0.00x0.887=0.00 12x2x0.00x0.887=0.00 8x 7x 0.90x0.00x0.393=0.00 10x 0.25x0.00x0.620=0.000.00x 1.000.00BALOK LANTAI BK20/30Pa.Bekisting0.00M2(0.20+0.3+0.30 )x0.00=0.00b.Cor Beton0.00M30.20x0.30x0.00=0.00c.Pembesian0.00Kg0JlhPjngBerat (kg/m') 16x8x0.00x1.560=0.00 12x2x0.00x0.887=0.00 8x 7x 1.00x0.00x0.393=0.00 10x 0.30x0.00x0.620=0.000.00x 1.000.00BALOK LATEY B.Lty15/20P17.00a.Bekisting9.35M2(0.15+0.2+0.20 )x17.00=9.35b.Cor Beton0.51M30.15x0.20x17.00=0.51c.Pembesian93.05Kg182.4566666667JlhPjngBerat (kg/m') 12x2x17.00x0.887=30.16 12x2x17.00x0.887=30.16 8x 7x 0.70x17.00x0.393=32.74 10x 0.20x17.00x0.620=0.0093.05x 1.0093.05BALOK LISPLANK - BL15/30Pa.Bekisting0.00M2(0.15+0.3+0.30 )x0.00=0.00b.Cor Beton0.00M30.15x0.30x0.00=0.00c.Pembesian0.00Kg0JlhPjngBerat (kg/m') 16x4x0.00x1.560=0.00 12x2x0.00x0.887=0.00 8x 7x 0.90x0.00x0.393=0.000.00x 1.000.00RING BALOK Type R115/20P32.00a.Bekisting17.60M2(0.15+0.2+0.20 )x32.00=17.60Asumsi : Bekisting digunakan1Kali17.601.0017.60b.Cor Beton0.96M30.15x0.20x32.00=0.96c.Pembesian261.30Kg272.19JlhPjngBerat (kg/m') 16x2x32.00x1.560=99.84 16x2x32.00x1.560=99.84 8x 7x 0.70x32.00x0.393=61.62261.30x 1.00261.30RING BALOK Type R215/20Pa.Bekisting0.00M2(0.15+0.2+0.20 )x0.00=0.00b.Cor Beton0.00M30.15x0.20x0.00=0.00c.Pembesian0.00Kg0JlhPjngBerat (kg/m') 12x4x0.00x0.887=0.00 12x0x0.00x0.887=0.00 8x 7x 0.70x0.00x0.393=0.000.00x 1.000.00RING BALOK Type R311/15Pa.Bekisting0.00M2(0.11+0.15+0.15 )x0.00=0.00b.Cor Beton0.00M30.11x0.15x0.00=0.00c.Pembesian0.00Kg0JlhPjngBerat (kg/m') 10x4x0.00x0.620=0.00 10x0x0.00x0.620=0.00 8x 7x 0.52x0.00x0.393=0.000.00x 1.000.00BALOK KANOPI Type BLTY11/15a.Bekisting0.00M2bl1( 0.15+0.15 )x37.00x=0.00bl2( 0.15+0.15 )x34.00x0.00bl3( 0.15+0.15 )x4.00x0.000.00Asumsi : Bekisting digunakan1Kali0.001.000.00b.Cor Beton0.00M3bl10.11x0.15x37.00x0.00=0.00bl20.11x0.15x34.00x0.00=0.00bl30.11x0.15x4.00x0.00=0.000.00c.Pembesian0.00Kg0JlhPjngBerat (kg/m')bl1 10x4x37.00x0.620=91.76 6x 7x 0.52x37.00x0.220=4.2395.99x 0.000.00bl2 10x4x34.00x0.620=84.32 6x 7x 0.52x34.00x0.220=3.8988.21x 0.000.00bl3 10x4x4.00x0.620=9.92 6x 7x 0.52x4.00x0.220=0.4610.38x 0.000.000.00+ Overhead 0%0.00x 1.000.00PLAT KANOPIT=10CMa.Bekisting20.00M20.40a.3.75x0.50x4.00x4.00=30.00b2.20x0.50x4.00x2.00=c5.00x0.50x2.00x1.00=d19.00x0.50x1.00x1.00=L30.00Asumsi : Bekisting digunakan1.5 kali=30.00/ 1.520.00KANOPIb.Cor Beton0.75M3a.3.75x0.50x0.10x4.00=0.75b2.20x0.50x0.10x4.00=c5.00x0.50x0.10x2.00=d19.00x0.50x0.10x1.00=0.75c.Pembesian260.40Kg347.2JlhPjngBerat (kg/m') 10x7.0x1.00x0.620=4.34 10x7.0x1.00x0.620=4.348.68x 30.00260.40+ Overhead 0%260.40x 1.00260.40d.Acian Dinding Plat Beton30.00M230.00x1.00=30.00PLAT LANTAIelv. +4.00a.Bekisting152.00M20.009.50x16.00x1.00=152.000.00x0.00x0.00=0.00xx=0.00xx=0.00xx=0.00xx=0.00xx=0.00xx=0.00152.00b.Cor Beton18.24M3152.00x0.12=18.2418.24c.Pembesian1,781.14Kg97.65JlhPjngBerat (kg/m') 10x9.0x1.00x0.620=5.589.0 10x9.0x1.00x0.620=5.5811.16x 1521,696.32x 1.051,781.14d.Acian Beton0.00M20.00x2.00=0.00LISPLANK BETON LS.1T =10CMa.Bekisting41.48M216.00x0.50x2.00x2.00=32.004.74x0.50x2.00x2.00=9.4816.50x0.50x2.00x2.00=16.00x0.050x2.00x2.00=4.74x0.050x2.00x2.00=16.50x0.050x2.00x2.00=41.48pengurangan :0.15x0.40x20.00=Asumsi : Bekisting digunakan1 kali=41.48/ 141.48b.Cor Beton4.66M316.00x0.50x0.10x2.00=1.604.74x0.50x0.10x2.00=0.4716.50x0.50x0.10x2.00=1.6516.00x0.05x0.25x2.00=0.404.74x0.05x0.25x2.00=0.1216.50x0.05x0.25x2.00=0.414.66c.Pembesian257.55Kg55.3274586466JlhPjngBerat (kg/m') 12x7.0x1.00x0.887=6.21 12x7.0x1.00x0.887=6.2112.42x 20.74+ Overhead 0%257.55x 1.00257.55d.Acian DlISPLANK Beton15.48M241.48x1.00-26.000=15.48eORNAMEN UKIR GRC26.00M216.00x0.40x2.000=12.8016.50x0.40x2.000=13.2026.00PLAT LANTAIelv. +4.60a.Bekisting0.00M20.003.00x13.00x=0.000.50x13.00x=0.00xx=0.00xx=0.00xx=0.00xx=0.00xx=0.00xx=0.000.00b.Cor Beton0.00M30.00x0.12=0.000.00c.Pembesian0.00Kg0JlhPjngBerat (kg/m') 10x11.0x1.00x0.620=6.82 10x11.0x1.00x0.620=6.8213.64x 0+ Overhead 5%0.00x 1.050.00d.Acian Beton0.00M20.00x2.00=0.00PLAT DAGelv. +4.00a.Bekisting0.00M20.0012.00x1.00x=0.0014.00x1.00x=0.008.00x7.00x=0.00xx=0.00xx=0.00xx=0.00xx=0.00xx=0.000.00b.Cor Beton0.00M30.00x0.12=0.000.00c.Pembesian0.00Kg0JlhPjngBerat (kg/m') 10x7.0x1.00x0.620=4.34 10x7.0x1.00x0.620=4.348.68x 0+ Overhead 5%0.00x 1.050.00d.Acian Beton0.00M20.00x1.00=0.00DINDING SELT=12CMa.Bekisting0.00M2D1xx2.00=0.000.00=0.00b.Cor Beton0.00M3D10.00x0.00x0.12x1.00=0.00c.Pembesian0.00Kg0JlhPjngBerat (kg/m')D1 10x14.0x1.00x0.620=8.68 10x14.0x1.00x0.620=8.6817.36x 0.000.000.00x 1.000.00d.Acian Dinding Plat Beton0.00M20.00x2.00=0.00PLAT DAG RUANG SELa.Bekisting0.00M2323.23xx1.00=0.000.00b.Cor Beton0.00M30.00x0.00x0.12=0.000.00c.Pembesian0.00Kg0JlhPjngBerat (kg/m') 10x14.0x1.00x0.620=8.68 10x14.0x1.00x0.620=8.6817.36x 0+ Overhead 5%0.00x 1.000.00d.Acian Beton0.00M20.00x2.00=0.00PLAT lantai koridorelv. +2.00a.Bekisting0.00M20.007.50x3.80x=0.00x3.80x=0.00x1.00x=0.00xx=0.00xx=0.00xx=0.00xx=0.00xx=0.000.00b.Cor Beton0.00M30.00x0.12=0.000.00c.Pembesian0.00Kg0JlhPjngBerat (kg/m') 10x11.0x1.00x0.620=6.82 10x11.0x1.00x0.620=6.8213.64x 0+ Overhead 5%0.00x 1.000.00d.Acian Beton0.00M20.00x2.00=0.00LISPLANK BETON LS.1T =10CMa.Bekisting0.00M2x0.70x2.00x2.00=0.00x0.70x2.00x2.00=0.00x0.70x2.00x2.00=0.000.00x0.03x2.00x2.00=0.000.00x0.03x2.00x2.00=0.000.00x0.03x2.00x2.00=0.000.00Asumsi : Bekisting digunakan1 kali=0.00/ 10.00b.Cor Beton0.00M30.00x0.70x0.10x2.00=0.000.00x0.70x0.10x2.00=0.000.00x0.70x0.10x2.00=0.000.00x0.03x0.10x2.00=0.000.00x0.03x0.10x2.00=0.000.00x0.03x0.10x2.00=0.000.00c.Pembesian0.00Kg0JlhPjngBerat (kg/m') 10x7.0x1.00x0.620=4.34 10x7.0x1.00x0.620=4.348.68x 0+ Overhead 0%0.00x 1.000.00d.Acian DlISPLANK Beton0.00M20.00x1.00=0.00eORNAMEN UKIR GRC0.00M238.00x0.40x0.000=0.0021.00x0.40x0.000=0.000.00SIRIP KOLOMT =10CMa.Bekisting0.00M20.20+0.50x2.00x=0.0020.00b.Cor Beton0.00M30.00x0.10=0.002.000.00c.Pembesian0.00Kg0JlhPjngBerat (kg/m') 10x7.0x1.00x0.620=4.34 10x7.0x1.00x0.620=4.348.68x 0+ Overhead 0%0.00x 1.000.00d.Acian DlISPLANK Beton0.00M20.00x1.00=0.00MEJA BETONa.Bekisting0.00M20.003.80x0.60x0.00=0.000.00b.Cor Beton0.00M30.00x0.60x0.10=0.000.00c.Pembesian0.00Kg0JlhPjngBerat (kg/m') 10x7.0x1.00x0.620=4.34 10x7.0x1.00x0.620=4.348.68x 0+ Overhead 0%0.00x 1.000.00TANGGA TYPE - ILantai IIPONDASI TANGGAa.Galian Tanah Pondasi1.26M30.90x1.40x1.00x1.00=1.26b.Urugan Pasir0.06M30.90x1.40x0.05x1.00=0.06c.Lantai Kerja0.06M30.90x1.40x0.05x1.00=0.06Bordesd.Bekisting pondasi1.73M31.80+2.80x0.30x1=1.380.20x1.40x1.25x1.00=0.351.73e.Pembesian151.02KgJlhPjngBerat (kg/m') 16x11x2.40x1.560=41.18 16x7.0x3.40x1.560=37.13Lantai I 16x22.0x1.75x1.560=60.06 10x6.0x3.40x0.620=12.651.25151.02x 1.00151.020.30f.Cor Beton K-3000.73M32.003.300.90x1.40x0.30x1.00=0.380.20x1.40x1.25x1.00=0.350.7312 Anak Tangga1.40g.Urugan Tanah Kembali0.41M31.26-0.85=0.413.00Bordes0.20PLAT TANGGA DAN BORDES1.40a.Bekisting19.20M212 Anak Tanggabw1.40x4.00x1.00x1.00=5.60ats1.40x4.00x1.00x1.00=5.60brd2.00x4.00x1.00x1.00=8.00+2.003.3019.20b.Cor Beton3.55M3bw1.40x4.00x0.15x1.00=0.8415ats1.40x4.00x0.15x1.00=0.8435brd2.00x4.00x0.15x1.00=1.2020ank0.15x0.16x1.40x20.00=0.67+3.55x 13.5520c.Pembesian311.65Kg87.7389564565JlhPjngBerat (kg/m')B-BRDSbw 12x9.3x4.00x0.887=33.11 12x28.0x1.40x0.887=34.77+67.89x 167.89ats 12x9.3x4.00x0.887=33.11 10x28.0x1.40x0.620=24.30+57.42x 157.42brd 12x20.0x2.00x0.887=35.48 12x13.3x4.00x0.887=47.31+82.79x 182.79ank 10x186.7x0.50x0.620=57.87 10x20.0x1.40x0.620=17.36+75.23x 175.23Jumlah283.32+ Overhead 10%283.32x 1.10311.650BALOK BORDES20/30P3.00a.Bekisting0.90M2(+0.15+0.15 )x3.00=0.90b.Cor Beton0.09M30.20x0.15x3.00=0.09c.Pembesian29.09KgJlhPjngBerat (kg/m') 12x5x3.00x0.887=13.31 12x2x3.00x0.887=5.32 8x 7x 1.10x3.00x0.393=9.0827.71x 1.0529.09KERAMIK TANGGA + BORDES20.11M2Bwh0.46x1.30x12.00=7.18Atas0.46x1.30x12.00=7.18Bordes2.00x2.88x1.00=5.76+20.11STOP NOSSING3.66M'Bwh0.10x1.40x12.00=1.68Atas0.10x1.40x12.00=1.68Bordes0.10x3.00x1.00=0.30+3.66RAILING TANGGA9.80M2Bwh4.00x1.00x1.00=4.00Atas4.00x1.00x1.00=4.00Ats (lt.2)1.60x1.00x1.00=1.60Bordes0.20x1.00x1.00=0.20+9.80TANGGA TYPE - IILantai IIPLAT TANGGA DAN BORDESa.Bekisting22.93M2bw2.10x4.30x1.00x1.00=9.03ats2.10x4.30x1.00x1.00=9.03brd0.79x12.42x0.50x1.00=4.87+22.93b.Cor Beton4.65M3bw2.10x4.30x0.15x1.00=1.35Bordesats2.10x4.30x0.15x1.00=1.35brd0.79x12.42x0.15x0.50=0.73ank0.15x0.16x2.10x24.00=1.21+4.65x 14.65c.Pembesian391.08KgJlhPjngBerat (kg/m')bw 12x15.0x4.30x0.887=57.21 10x29.0x2.10x0.620=37.76+Lantai I94.97x 194.97ats 12x15.0x4.30x0.887=57.21 10x29.0x2.10x0.620=37.76+94.97x 12.303.6094.97brd 12x16.0x4.87x0.887=69.18 10x16.0x4.87x0.620=48.36+12 Anak Tangga2.1117.54x 1117.545.40Bordes1.2ank 6x336.0x0.50x0.220=36.96 6x24.0x2.10x0.220=11.09+2.148.05x 112 Anak Tangga48.05Jumlah355.532.303.60+ Overhead 10%355.53x 1.10391.080BALOK BORDES30/55P13.2515a.Bekisting14.58M255(0.30+0.4+0.40 )x13.25=14.5840b.Cor Beton1.59M30.30x0.40x13.25=1.5930c.Pembesian329.81KgJlhPjngBerat (kg/m')B-BRDS 19x6x13.25x2.250=178.88 12x2x13.25x0.887=23.51 10x 8x 1.70x13.25x0.620=111.72314.10x 1.05329.81KERAMIK TANGGA + BORDES28.06M2Bwh0.46x2.10x12.00=11.59Atas0.46x2.10x12.00=11.59Bordes4.87x1.00x1.00=4.87+28.06STOP NOSSING5.58M'Bwh0.10x2.10x12.00=2.52Atas0.10x2.10x12.00=2.52Bordes0.10x5.40x1.00=0.54+5.58RAILING TANGGA19.75M2Bwh4.30x1.00x1.00=4.30Atas4.30x1.00x1.00=4.30Ats (lt.2)3.30x1.00x1.00=3.30Bordes7.85x1.00x1.00=7.85+19.75TANGGA TYPE - IIILantai IIPLAT TANGGA DAN BORDESa.Bekisting20.02M2bw1.70x4.30x1.00x1.00=7.31ats1.70x4.30x1.00x1.00=7.31brd1.50x3.60x1.00x1.00=5.40+20.02b.Cor Beton3.98M3bw1.70x4.30x0.15x1.00=1.10Bordesats1.70x4.30x0.15x1.00=1.10brd1.50x3.60x0.15x1.00=0.81ank0.15x0.16x1.70x24.00=0.98+3.98x 13.98c.Pembesian284.49KgJlhPjngBerat (kg/m')bw 12x12.0x4.30x0.887=45.77 10x29.0x1.70x0.620=30.57+Lantai I76.34x 176.34ats 12x12.0x4.30x0.887=45.77 10x29.0x1.70x0.620=30.57+76.34x 11.503.6076.34brd 12x24.0x1.50x0.887=31.93 12x11.0x3.60x0.887=35.13+12 Anak Tangga1.767.06x 167.063.60Bordes0.2ank 6x272.0x0.50x0.220=29.92 6x24.0x1.70x0.220=8.98+1.738.90x 112 Anak Tangga38.90Jumlah258.621.503.60+ Overhead 10%258.62x 1.10284.490BALOK BORDES20/35P3.6015a.Bekisting2.16M235(0.20+0.2+0.20 )x3.60=2.1620b.Cor Beton0.14M30.20x0.20x3.60=0.1420c.Pembesian46.13KgJlhPjngBerat (kg/m')B-BRDS 13x5x3.60x0.995=17.91 12x2x3.60x0.887=6.39 10x 8x 1.10x3.60x0.620=19.6443.94x 1.0546.13KERAMIK TANGGA + BORDES24.17M2Bwh0.46x1.70x12.00=9.38Atas0.46x1.70x12.00=9.38Bordes1.50x3.60x1.00=5.40+24.17STOP NOSSING4.44M'Bwh0.10x1.70x12.00=2.04Atas0.10x1.70x12.00=2.04Bordes0.10x3.60x1.00=0.36+4.44RAILING TANGGA10.70M2Bwh4.30x1.00x1.00=4.30Atas4.30x1.00x1.00=4.30Ats (lt.2)1.90x1.00x1.00=1.90Bordes0.20x1.00x1.00=0.20+10.70PEKERJAAN DINDING DAN PLESTERPek. Pas. Dinding 1/2 bata 1 : 22.75m215.0x0.10-0.30x1=1.200.0x1.50-4.80x1=15.5x0.10-x1=1.552.750.20Pek. Plesteran 1 : 25.50m22.75x2=5.50Pengurangan3.70Keramik Dinding km/wc=Border Dinding=0.000.00-3.505.50Pek. Pas. Dinding 1/2 bata 1 : 461.36m215.0x3.50-2.77x1=49.730.0x2.00-0.00x1=0.0015.50x0.75-0.00x1=11.63+x1.00-0.00x1=0.000.1061.360.400.40Pek. Pas. 1/2 bata 1 : 4 Keliling Kolom Teras5.40m21.20x0.9x5.00=5.401.90x0.9x=0.005.40Pek. Plesteran 1 : 4122.72m261.36x2=122.72Gbr. Potongan dindingx1=0.00+122.72Catatan dinding :Pas. Batu alam10.00m2Panjang dinding 1 : 4=15.00m'klm2.44x0.82x5.00=10.00Luas kozen=7.57M22.44x0.82x0.00=0.00Tapak Pintu=3.00m'0.00x0.82x=0.00Panjang dinding km/wc 1:2=m'10.00Batu Alam18.56ddg15.47x1.20x1.00=18.564.55x0.55x0.00=0.00+18.56Batu Alam kolom10.80ddg2.40x0.90x5.00=10.80xx=0.00+10.80Pek. Pas. Keramik Dinding km/wc 20 x 20 cm31.17m26.30x1.50x2.00=18.905.80x1.50x1.00=8.702.38x1.50x1.00=3.57x1.50x=0.00x1.50x=0.00x0.00x=0.00+31.17relif dibawah kosem12.071.2013.27Pek. Pas. Border Dinding keramik 10 x 20 cm0.00M'6.30x=0.005.80x=0.002.38x=0.000.00x=0.000.00x=0.000.00x=0.00+0.00Plesteran Berpola0.00m'5.40x4.00x=0.009.00x0.90x=0.001.60x1.00x=0.00+0.00Cor Beton Pot Bunga0.00m'3.75x1.80x0.12x=0.001.75x1.80x0.12x=0.00+0.00Balok 12/15 Pot Bunga0.00m'0.12x0.15x3.75x=0.000.12x0.15x1.75x=0.00+0.00Pek. Plestreran Beton 1:224.50m2K10.70x3.50x10.00=24.500.90x3.50x10.00=0.77x3.50x3.00=0.64x3.50x=0.00K20.80x3.50x0.00=0.00ls.10.00x1.00=0.00srp0.00x1.00=0.00x1.00=0.00x1.00=0.00x1.00=0.00x1.00=0.00x1.00=0.00+24.50PLESTERAN CIPRAT0.00m23.55x0.55x0.00=0.004.55x0.55x0.00=0.000.00x0.00x=0.00+0.00PEKERJAAN KUDA-KUDAKUDA - K17UNITWF. 350x175x7x1115,901.7616.50X2.00X49.60X7.00=11,457.6010.60X1.00X49.60X7.00=3,680.321.10X2.00X49.60X7.00=763.8415,901.76KgWF. 100x100x6x8264.881.10X2.00X17.20X7.00=264.88KgPLAT POT WF. 350x175x7x112,291.521.40X2.00X49.60X7.00=972.161.30X2.00X49.60X7.00=902.720.60X2.00X49.60X7.00=416.642,291.52KgPLAT BAJAT=5MM45.940.09X3.00X7.00X25.00=45.94PLAT BAJAT=7MM275.630.26X3.00X7.00X25.00=137.810.26X3.00X7.00X25.00=137.81275.63PLAT BAJAT=8MM45.940.09X3.00X7.00X25.00=45.94PLAT BAJAT=10MM64.310.12X3.00X7.00X25.00=64.31PLAT BAJAT=15MM137.810.26X3.00X7.00X25.00=137.81PLAT BAJAT=20MM64.310.12X3.00X7.00X25.00=64.31ANGKUR BAUT D. 228.00x2.00x7.00=112.00BHMUUR+BAUT D. 108.00x2.00x7.00=112.00BHMUUR+BAUT D. 1618.00x2.00x7.00=252.0016.00x1.00x7.00=112.00364.00BHGORDING LC. 150x50x20x3,218.00x23.00x2.00x7.51=6,218.28PLAT BAJAT=2MM0.01X36.00X7.00X25.00=31.50MUUR+BAUT D. 103.00x18.00x2.00x7.00=756.00BHTRACK STANK D. 15 MM18.00x6.00x4.00x1.00=432.00M'WIND BRACING D. 15 MM17.00x6.00x2.00x1.00=204.00M'KUDA - K14UNITWF. 150x100x6x92,785.2015.50X2.00X21.10X4.00=2,616.400.00X1.00X21.10X4.00=0.001.00X2.00X21.10X4.00=168.802,785.20KgWF. 100x100x6x8151.361.10X2.00X17.20X4.00=151.36KgPLAT POT WF. 150x100x6x9371.361.20X2.00X21.10X4.00=202.561.00X2.00X21.10X4.00=168.800.00X2.00X21.10X4.00=0.00371.36KgPLAT BAJAT=5MM98.000.09X3.00X4.00X25.00=27.000.15X3.00X4.00X25.00=45.000.09X2.00X4.00X25.00=18.000.02X4.00X4.00X25.00=8.0098.00PLAT BAJAT=8MM123.000.09X3.00X4.00X25.00=27.000.16X3.00X4.00X25.00=48.000.16X3.00X4.00X25.00=48.000.00X2.00X4.00X25.00=0.00123.00PLAT BAJAT=10MM48.000.16X3.00X4.00X25.00=48.00ANGKUR BAUT D. 168.00x2.00x4.00=64.00BHMUUR+BAUT D. 108.00x2.00x4.00=64.0014.00x2.00x4.00=112.0012.00x1.00x4.00=48.00224.00BHGORDING LC. 125x50x20x38.00x15.50x2.00x6.13=1,520.24PLAT BAJAT=2MM0.01X16.00X4.00X25.00=8.00KGMUUR+BAUT D. 103.00x8.00x2.00x4.00=192.00BH16.45TRACK STANK D. 15 MM16.00x3.00x4.00x1.00=192.00M'WIND BRACING D. 15 MM17.00x3.00x2.00x1.00=102.00M'PEKERJAAN PENUTUP ATAP3.50Pek. Pas. Atap90.39m20.2035864865Ixx=0.0I4.70II10.76+3.50x4.20x2.00=59.92III7.26+4.50x4.94x0.00=0.03.5027.264.202.0030.502.00II4.2090.3910.764.50Pek. Pas. Rabung3.50m1III4.943.50x1=3.50x=0.003.507.26Pek. Pas. Bola-bola18.80m14.70x4=18.80x=0.00x=0.00x=0.00+18.80Pek. Pas. Jurai Luar16.80m14.20x4=16.803.50x=0.003.00x=0.00+16.80Pek. Pas. Jurai Dalam / Talang0.00m15.00x0=0.005.00x=0.004.00x=0.00+0.00Pek. Pas. Lisplank papan Ukir36.04m1Dtr10.76x2=21.527.26x2=14.520.00x=0.0036.04Lisplank Papan Double18.80Mrg4.70x4=18.800.00x0=0.000.00x0=0.000.00x0=0.00+18.80Pek. Pas. Singap Ukir17.46M24.50/2.00x3.88x2=17.464.00/2.00x1.70x=0.000.00/2.00xx=0.00+17.46Piri-piri34.10M210.501.10x2=23.10M25.001.10x2=11.00M24.701.10x0=0.00M234.10PEKERJAAN PLAFONDPek. Pas. Plafond Gypsum42.50m26.00x5.00=30.002.50x5.00=12.502.50x=0.001.90x=0.0042.50PENGURANGAN3.00x5.00=3.88x0.12x=0.002.88x0.12x=0.001.88x0.12x=0.00x0.12x=0.00x0.12x=0.00x0.12x=0.00x0.12x=0.00x0.12x=0.000.0042.50Pek. Pas. Rangka plafond42.50m2Pek. Pas. List profil Gypsum37.00m15.00x1.00=5.0012.00x1.00=12.0020.00x1.00=20.00x=0.00x=0.00x=0.00x=0.00x=0.00x=0.00x=0.00x=0.00x=0.00x=0.00x=0.00x=0.00x=0.00x=0.00x=0.0037.00PIRI PIRI LAMBERSERING34.10m110.50x1.10x2.00=23.105.00x1.10x2.00=11.00xx=0.00xx=0.0034.10LIST PIRI PIRI K424.00m110.50x1.00=10.503.50x1.00=3.505.00x2.00=10.00x2.00=0.00x=0.00x=0.0024.00PEKERJAAN LANTAIPek. Urugan tanah bawah lantai11.90m38.50x5.00x0.28=11.902.00x14.00x0.28=4.00x4.50x0.23=+11.90Pengurangan=-11.900.07Pek. Urugan pasir bawah lantai4.43m30.050.058.50x5.00x0.05=2.130.050.402.00x14.00x0.05=1.400.150.284.00x4.50x0.05=0.904.43Pek. Cor lantai ruangan beton 1 : 3 : 54.94m38.50x5.00x0.07=2.982.00x14.00x0.07=1.964.00x4.50x=0.004.94Pek. Pas. Keramik lantai ruangan42.50m22.50x5.00x1.00=12.506.00x5.00x1.00=30.003.38x3.88x1.00=1.44x1.88x1.00=42.50Pengurangan :x1.50x1.00=0.00x0.12x2.00=0.00x0.12x2.00=0.00x0.12x1.00=0.00x0.12x1.00=0.00x0.12x2.00=0.00x0.12x1.00=0.00x0.12x2.00=0.00+0.00-42.50Pek. Pas. Keramik lantai Teras28.00m270.502.00x14.00x1.00=28.000.94x1.20x=0.00xx=0.00+28.00Pek. Pas. Plint Keramik 10 x 40 cm37.00M137.00x1.00=37.00(-)1.50x2.00=0.98x7.00=0.78x4.00=2.70x=1.60x=0.00x=x=x=0.00-37.00Pek. Pas. Keramik lantai km/wc 20 x 20 cm14.96m21.88x1.38-0.42=2.171.88x1.38-0.42=2.171.88x1.38-0.42=2.17+1.38x3.98-=5.491.38x2.13-=2.9414.96Pek. Lantai Entrance20.19m24.25x4.75x1.00=20.190.70x0.95x=0.00x0.95x=0.00xx=0.00+20.19KERAMIK MEJA beton1.38x0.60x1.00=0.832.40x0.60x=0.000.83PEKERJAAN PENGECATANPek. Cat dinding dan kolom dgn cat air182.72m2Plesteran 1:2=5.50Plesteran 1:4=122.72Acian Beton=24.50Acian Kanopi=30.00Acian Lisplank beton=0.00Aciaan Dinding Sel=0.00+182.72Pek. Cat plafond Gypsum dgn cat air42.50m2Pek. Cat List profil Gypsum dgn cat air3.70m237.00x0.10=3.70Pek. Cat minyak kozenm2Pek. Cat minyak pintu panilm2Pek. Cat minyak ram jendelam2Pek. Cat minyak Lisplank24.68m254.84x0.45=24.68Pek. Cat minyak Singap17.46m2PEKERJAAN LUAR BANGUNANPek. Rabat Kelilinga.Pek. Urugan tanah bawah rabat5.76m316.40x1.08x0.10x2=3.5310.40x1.08x0.10x2=2.241.5010.00x1.08x0.10x0=0.005.76b.Pek. Urugan pasir bawah Rabat2.88m316.40x1.08x0.05x2=1.7610.40x1.08x0.05x2=1.1210.00x1.08x0.05x0=0.002.88c.Pek. Cor lantai Rabat beton 1 : 3 : 54.03m216.40x1.08x0.07x2.00=2.4710.40x1.08x0.07x2.00=1.5710.00x1.08x0.07x0.00=0.004.03PENGURANGAN2.00x0.30x0.07=0.000.15x0.30x0.07=0.000.004.03d.Pek. Keramik / Aci Lantai Rabat62.98m216.40x1.18x2.00=38.5410.40x1.18x2.00=24.4410.00x1.18x0.00=0.00x0.20x1.00=0.0062.98PENGURANGAN2.00x0.30x=0.000.15x0.30x=0.000.0062.98Pek. Saluran Keliling35.00m110.50x1.00=10.5010.50x1.00=10.507.00x2.00=14.00x1.00=0.0035.00aGalian Tanah Saluran0.30x0.30x35.00=3.15m3bPasir Urug0.30x0.05x35.00=0.53m3cLantai Kerja0.30x0.05x35.00=0.53m3dPas. 1/2 Bata1.10x35.00x1.00=38.50m2eRapen 1:31.10x35.00x1.00=38.50m2fPlesteran 1:41.10x35.00x1.00=38.50m2MENARA AIRAPONDASI SETEMPATPONDASI SETEMPAT TYPEP14TtkPek. Galian tanah pondasi FootPlate1.44m3P10.60x0.60x1.00x4=1.44Pek. Urugan pasir bawah pondasi0.07m30.70P10.60x0.60x0.05x4=0.071.000.20Pek. Cor lantai kerja 1 : 3 : 50.07m3P10.60x0.60x0.05x4=0.07Lantai kerja 1:3:50.05Pasir urug0.05Pek. Cor Pond FootplateBekisting1.92M2P11.20+1.20x0.20x4=1.92Cor Beton0.29P10.60x0.60x0.20x4=0.29Pembesian27.67Kg0.200.60JlhPjngBerat (kg/m')P1 12x6x0.65x0.887=3.46 12x6x0.65x0.887=3.46 12x0x2.40x0.887=0.006.92x 427.670.20Pek. Cor Pondasi Pedestal/UMPAK0.60Bekisting2.24M2P10.40+0.40x0.70x4=2.24Cor Beton0.11M3P10.20x0.20x0.70x4=0.11Pembesian16.10KgP1JlhPjngBerat (kg/m') 12x2x0.70x0.887=1.24 12x2x0.70x0.887=1.24 8x 7x 0.80x0.70x0.393=1.544.02x 416.10Pek. Urugan Tanah Kembali0.90m3ATotal Galian=1.44BPengurangan0Pondasi Footplate=0.29Pondasi Pedestal=0.11Urugan Pasir=0.07Lantai Kerja=0.07+0.54Urugan Kembali =( A - B )A1.44B0.54-0.90BALOK SLOOF S.120/30P12.00M'43.00a.Bekisting7.20M2(0.30+0.30 )x12.00=7.20b.Cor Beton0.72M30.20x0.30x12.00=0.72119.7666666667c.Pembesian86.23KgJlhPjngBerat (kg/m') 12x3x12.00x0.887=31.93 12x2x12.00x0.887=21.29 8x 7x 1.00x12.00x0.393=33.0186.230

vol.lt 20.00PERHITUNGAN VOLUME PEKERJAAN BesiBerat (kg/m')6 mm0.2208 mm0.39310 mm0.62012 mm0.88713 mm0.995A0.0014 mm1.209NoPekerjaan & Gambar kerjaSub Pekerjaan & AnalisaVolumeSat16 mm1.5601245.00619 mm2.25022 mm3.040PEKERJAAN STRUKTURring balok0.2504.003.75Blk Lantai0.400BALOK SLOOF Type - S315/20PM'a.Bekisting0.00M2(0.20+0.20 )x0.00=0.00b.Cor Beton0.00M30.15x0.20x0.00=0.00c.Pembesian0.00Kg0JlhPjngBerat (kg/m') 12x4x0.00x0.887=0.00 12xx0.00x0.887=0.00 8x 7x 0.70x0.00x0.393=0.000.00x 1.000.00BALOK SLOOF Type - SP20/20P0.00M'a.Bekisting0.00M2(0.20+0.20 )x0.00=0.00b.Cor Beton0.00M30.20x0.20x0.00=0.00c.Pembesian0.00KgJlhPjngBerat (kg/m') 10x3x0.00x0.620=0.00 10x3x0.00x0.620=0.00 8x 8x 0.80x0.00x0.393=0.000.00x 1.050.000.00BALOK PENUTUP - BP15/15PM'a.Bekisting0.00M2(0.15+0.15 )x0.00=0.00b.Cor Beton0.00M30.15x0.15x0.00=0.00c.Pembesian0.00Kg0JlhPjngBerat (kg/m') 10x2x0.00x0.620=0.00 10x2x0.00x0.620=0.00 6x 7x 0.60x0.00x0.220=0.000.00x 1.000.00BALOK SLOOF Type - SP20/20P0.00M'a.Bekisting0.00M2(0.20+0.20 )x0.00=0.00b.Cor Beton0.00M30.20x0.20x0.00=0.00c.Pembesian0.00KgJlhPjngBerat (kg/m') 10x3x0.00x0.620=0.00 10x3x0.00x0.620=0.00 8x 8x 0.80x0.00x0.393=0.000.00x 1.050.000.00KOLOM Type - K140/40Jlh5.00Bha.Bekisting15.00M2(0.80+0.80 )x3.75x5.00=30.00Asumsi : Bekisting digunakan2 kali30.00/ 2.015.00b.Cor Beton3.00M30.40x0.40x3.75x5.00=3.00c.Pembesian369.10Kg123.03225JlhPjngBerat (kg/m') 14x6x3.75x1.209=27.20 16x4x3.75x1.560=23.40 8x 7x 1.60x3.75x0.393=16.5167.11x 5+ Overhead 10%335.54x 1.10369.10KOLOM Type - K225/40Jlh10.00Bha.Bekisting24.38M2(0.50+0.80 )x3.75x10.00=48.75(0.50+0.80 )x1.20x=0.0048.75Asumsi : Bekisting digunakan2Kali48.752.0024.38b.Cor Beton3.75M30.25x0.40x3.75x10.00=3.750.25x0.40x1.20x0.00=0.003.75c.Pembesian606.80Kg161.8133JlhPjngBerat (kg/m') 16x6x3.75x1.560=35.10 12x2x3.75x0.887=6.65 8x 7x 1.30x3.75x0.393=13.4155.16x 10551.64 10x2x1.20x0.620=1.49 10x2x1.20x0.620=1.49 8x 7x 1.30x1.20x0.393=4.297.27x 00.00551.64606.801.10KOLOM Type - KD30JlhBhr=15a.Bekisting0.00M2(3.14x0.30 )x4.00x0.00=0.00Asumsi : Bekisting digunakan 2 kali ;0.00x 0,500.00b.Cor Beton0.00M33.14x0.02x4.00x0.00=0.00c.Pembesian0.00Kg0JlhPjngBerat (kg/m') 12x4x4.00x0.887=14.19 12x4x4.00x0.887=14.19 8x 8x 0.94x4.00x0.393=11.8540.23x 0+ Overhead 10%0.00x 1.100.00KOLOM Type - K313/40Jlh3.00Bha.Bekisting11.93M2(0.26+0.80 )x3.75x3.00=11.93Asumsi : Bekisting digunakan 2 kali ;11.931.0011.93b.Cor Beton0.59M30.13x0.40x3.75x3.00=0.59c.Pembesian123.90Kg211.7935769231JlhPjngBerat (kg/m') 12x4x3.75x0.887=13.31 12x4x3.75x0.887=13.31 8x 7x 1.06x3.75x0.393=10.9437.55x 3+ Overhead 10%112.64x 1.10123.90KOLOM Type - K420/20JlhBha.Bekisting0.00M2(0.40+0.40 )x1.25x0.00=0.00(0.40+0.40 )x3.25x0.00=0.000.00Asumsi : Bekisting digunakan2Kali0.002.000.00b.Cor Beton0.00M30.20x0.20x1.25x0.00=0.000.20x0.20x3.25x0.00=0.000.00c.Pembesian0.00Kg0JlhPjngBerat (kg/m') 12x2x1.25x0.887=2.22 12x2x1.25x0.887=2.22 8x 7x 0.80x1.25x0.393=2.757.19x 00.00 16x6x3.25x1.560=30.42 12x2x3.25x0.887=5.77 8x 7x 0.80x3.25x0.393=7.1543.34x 00.000.000.001.10KOLOM PRAKTIS T - KP13/13Jlh2.00Bha.Bekisting1.95M2(0.13+0.13 )x3.75x2.00=1.95Asumsi : Bekisting digunakan 2 kali ;1.951.001.95b.Cor Beton0.13M30.13x0.13x3.75x2.00=0.13c.Pembesian32.26KgJlhPjngBerat (kg/m') 10x2x3.75x0.620=4.65 10x2x3.75x0.620=4.65 8x 7x 0.52x3.75x0.393=5.3614.66x 2+ Overhead 10%29.33x 1.1032.26BALOK LANTAI B420/30Pa.Bekisting0.00M2(0.20+0.3+0.30 )x0.00=0.00b.Cor Beton0.00M30.20x0.30x0.00=0.00c.Pembesian0.00Kg0JlhPjngBerat (kg/m') 12x5x0.00x0.887=0.00 12x2x0.00x0.887=0.00 8x 7x 1.00x0.00x0.393=0.00 10x 0.30x0.00x0.620=0.000.00x 1.000.00BALOK DAG BD20/35PELV.+6.00a.Bekisting0.00M2(0.20+0.35+0.35 )x0.00=0.00b.Cor Beton0.00M30.20x0.35x0.00=0.00c.Pembesian0.00Kg0JlhPjngBerat (kg/m') 16x6x0.00x1.560=0.00 12x2x0.00x0.887=0.00 8x 7x 1.10x0.00x0.393=0.00 10x 0.35x0.00x0.620=0.000.00x 1.000.00RING BALOK RB.120/25P55.00a.Bekisting38.50M2(0.20+0.25+0.25 )x55.00=38.50b.Cor Beton2.75M30.20x0.25x55.00=2.75c.Pembesian527.31Kg191.7498JlhPjngBerat (kg/m') 16x2x55.00x1.560=171.60 16x2x55.00x1.560=171.60 8x 7x 0.90x55.00x0.393=136.17 10x 0.25x55.00x0.620=0.00479.37x 1.10527.31RING BALOK RB.120/30P76.50a.Bekisting61.20M2(0.20+0.3+0.30 )x76.50=61.20b.Cor Beton4.59M30.20x0.30x76.50=4.59c.Pembesian740.18KgJlhPjngBerat (kg/m') 14x4x76.50x1.209=369.95 14x1x76.50x1.209=92.49 8x 7x 1.00x76.50x0.393=210.45672.89x 1.10740.18BALOK LANTAI BL.315/25Pa.Bekisting0.00M2(0.15+0.25+0.25 )x0.00=0.00b.Cor Beton0.00M30.15x0.25x0.00=0.00c.Pembesian0.00Kg0JlhPjngBerat (kg/m') 12x4x0.00x0.887=0.00 12xx0.00x0.887=0.00 8x 7x 0.80x0.00x0.393=0.00 10x 0.25x0.00x0.620=0.000.00x 1.000.00BALOK LANTAI BK20/40Pa.Bekisting0.00M2(0.20+0.4+0.40 )x0.00=0.00b.Cor Beton0.00M30.20x0.40x0.00=0.00c.Pembesian0.00Kg0JlhPjngBerat (kg/m') 16x8x0.00x1.560=0.00 12x2x0.00x0.887=0.00 8x 7x 1.20x0.00x0.393=0.00 10x 0.40x0.00x0.620=0.000.00x 1.000.00BALOK LATEY B.Lty12/20P23.25a.Bekisting12.09M2(0.12+0.2+0.20 )x23.25=12.09b.Cor Beton0.56M30.12x0.20x23.25=0.56c.Pembesian123.43Kg221.1933333333JlhPjngBerat (kg/m') 12x2x23.25x0.887=41.25 12x2x23.25x0.887=41.25 8x 7x 0.64x23.25x0.393=40.93 10x 0.20x23.25x0.620=0.00123.43x 1.00123.43BALOK LISPLANK - BL20/30Pa.Bekisting0.00M2(0.20+0.3+0.30 )x0.00=0.00b.Cor Beton0.00M30.20x0.30x0.00=0.00c.Pembesian0.00Kg0JlhPjngBerat (kg/m') 12x6x0.00x0.887=0.00 12x0x0.00x0.887=0.00 8x 7x 1.00x0.00x0.393=0.000.00x 1.000.00RING BALOK Type Rb15/25Pa.Bekisting0.00M2(0.15+0.25+0.25 )x0.00=0.00Asumsi : Bekisting digunakan1Kali0.001.000.00b.Cor Beton0.00M30.15x0.25x0.00=0.00c.Pembesian0.00Kg0JlhPjngBerat (kg/m') 12x4x0.00x0.887=0.00 12xx0.00x0.887=0.00 8x 7x 0.80x0.00x0.393=0.000.00x 1.000.00RING BALOK Type R215/20Pa.Bekisting0.00M2(0.15+0.2+0.20 )x0.00=0.00b.Cor Beton0.00M30.15x0.20x0.00=0.00c.Pembesian0.00Kg0JlhPjngBerat (kg/m') 12x4x0.00x0.887=0.00 12x0x0.00x0.887=0.00 8x 7x 0.70x0.00x0.393=0.000.00x 1.000.00RING BALOK Type R311/15Pa.Bekisting0.00M2(0.11+0.15+0.15 )x0.00=0.00b.Cor Beton0.00M30.11x0.15x0.00=0.00c.Pembesian0.00Kg0JlhPjngBerat (kg/m') 10x4x0.00x0.620=0.00 10x0x0.00x0.620=0.00 8x 7x 0.52x0.00x0.393=0.000.00x 1.000.00BALOK KANOPI Type BLTY11/15a.Bekisting0.00M2bl1( 0.15+0.15 )x37.00x=0.00bl2( 0.15+0.15 )x34.00x0.00bl3( 0.15+0.15 )x4.00x0.000.00Asumsi : Bekisting digunakan1Kali0.001.000.00b.Cor Beton0.00M3bl10.11x0.15x37.00x0.00=0.00bl20.11x0.15x34.00x0.00=0.00bl30.11x0.15x4.00x0.00=0.000.00c.Pembesian0.00Kg0JlhPjngBerat (kg/m')bl1 10x4x37.00x0.620=91.76 6x 7x 0.52x37.00x0.220=4.2395.99x 0.000.00bl2 10x4x34.00x0.620=84.32 6x 7x 0.52x34.00x0.220=3.8988.21x 0.000.00bl3 10x4x4.00x0.620=9.92 6x 7x 0.52x4.00x0.220=0.4610.38x 0.000.000.00+ Overhead 0%0.00x 1.000.00PLAT KANOPIT=10CMa.Bekisting23.60M20.40a.1.50x0.50x12.00x1.00=9.00b2.20x0.50x12.00x2.00=26.40cx0.50x1.00x1.00=0.00dx0.50x1.00x1.00=0.00L35.40Asumsi : Bekisting digunakan1.5 kali=35.40/ 1.523.60KANOPIb.Cor Beton2.22M3a.1.50x0.50x0.10x12.00=0.90b2.20x0.50x0.10x12.00=1.32c0.00x0.50x0.10x1.00=0.00d0.00x0.50x0.10x1.00=0.002.22c.Pembesian192.70Kg86.8JlhPjngBerat (kg/m') 10x7.0x1.00x0.620=4.34 10x7.0x1.00x0.620=4.348.68x 22.20192.70+ Overhead 0%192.70x 1.00192.70d.Acian Dinding Plat Beton35.40M235.40x1.00=35.40PLAT DAGelv. +7.00a.Bekisting0.00M20.000.00x0.00x0.00=0.000.00x0.00x=0.00xx=0.00xx=0.00xx=0.00xx=0.00xx=0.00xx=0.000.00b.Cor Beton0.00M30.00x0.12=0.000.00c.Pembesian0.00Kg0JlhPjngBerat (kg/m') 10x11.0x1.00x0.620=6.82 10x11.0x1.00x0.620=6.8213.64x 0+ Overhead 5%0.00x 1.050.00d.Acian Beton0.00M20.00x2.00=0.00PLAT DAGelv. +8.50a.Bekisting0.00M20.0029.80x1.05x=0.0015.20x2.25x=0.006.30x1.05x=0.00xx=0.00xx=0.00xx=0.00xx=0.00xx=0.000.00b.Cor Beton0.00M30.00x0.12=0.000.00c.Pembesian0.00Kg0JlhPjngBerat (kg/m') 10x11.0x1.00x0.620=6.82 10x11.0x1.00x0.620=6.8213.64x 0+ Overhead 5%0.00x 1.050.00d.Acian Beton0.00M20.00x2.00=0.00PLAT DAGelv. +4.00a.Bekisting0.00M20.001.00x1.00x=0.002.80x1.00x=0.003.40x1.00x=0.00xx=0.00xx=0.00xx=0.00xx=0.00xx=0.000.00b.Cor Beton0.00M30.00x0.12=0.000.00c.Pembesian0.00Kg0JlhPjngBerat (kg/m') 10x11.0x1.00x0.620=6.82 10x11.0x1.00x0.620=6.8213.64x 0+ Overhead 5%0.00x 1.050.00d.Acian Beton0.00M20.00x2.00=0.00DINDING SELT=12CMa.Bekisting0.00M2D1xx2.00=0.000.00=0.00b.Cor Beton0.00M3D10.00x0.00x0.12x1.00=0.00c.Pembesian0.00Kg0JlhPjngBerat (kg/m')D1 10x14.0x1.00x0.620=8.68 10x14.0x1.00x0.620=8.6817.36x 0.000.000.00x 1.000.00d.Acian Dinding Plat Beton0.00M20.00x2.00=0.00PLAT DAG RUANG SELa.Bekisting0.00M2323.23xx1.00=0.000.00b.Cor Beton0.00M30.00x0.00x0.12=0.000.00c.Pembesian0.00Kg0JlhPjngBerat (kg/m') 10x14.0x1.00x0.620=8.68 10x14.0x1.00x0.620=8.6817.36x 0+ Overhead 5%0.00x 1.000.00d.Acian Beton0.00M20.00x2.00=0.00PLAT lantai koridorelv. +2.00a.Bekisting0.00M20.007.50x3.80x=0.00x3.80x=0.00x1.00x=0.00xx=0.00xx=0.00xx=0.00xx=0.00xx=0.000.00b.Cor Beton0.00M30.00x0.12=0.000.00c.Pembesian0.00Kg0JlhPjngBerat (kg/m') 10x11.0x1.00x0.620=6.82 10x11.0x1.00x0.620=6.8213.64x 0+ Overhead 5%0.00x 1.050.00d.Acian Beton0.00M20.00x2.00=0.00LISPLANK BETON LS.2T =10CMa.Bekisting0.00M2x0.80x2.00x2.00=0.00x0.80x2.00x2.00=0.00x0.80x2.00x2.00=0.000.00x0.05x2.00x2.00=0.000.00x0.05x2.00x2.00=0.000.00x0.05x2.00x2.00=0.000.00b.Cor Beton0.00M30.00x0.80x0.10x2.00=0.000.00x0.80x0.10x2.00=0.000.00x0.80x0.10x2.00=0.000.00x0.05x0.45x2.00=0.000.00x0.05x0.45x2.00=0.000.00x0.05x0.45x2.00=0.000.00x0.00x0.15x0.00=0.000.00x0.00x0.15x0.00=0.000.00x0.00x0.15x0.00=0.000.00c.Pembesian0.00Kg0JlhPjngBerat (kg/m') 10x7.0x1.00x0.620=4.34 10x7.0x1.00x0.620=4.348.68x 0+ Overhead 0%0.00x 1.000.00d.Acian DlISPLANK Beton0.00M20.00x1.00=0.00SIRIP KOLOMT =10CMa.Bekisting0.00M20.20+0.50x2.00x=0.0020.00b.Cor Beton0.00M30.00x0.10=0.002.000.00c.Pembesian0.00Kg0JlhPjngBerat (kg/m') 10x7.0x1.00x0.620=4.34 10x7.0x1.00x0.620=4.348.68x 0+ Overhead 0%0.00x 1.000.00d.Acian DlISPLANK Beton0.00M20.00x1.00=0.00MEJA BETON LABORa.Bekisting0.00M20.001.38x0.60x0.00=0.000.00b.Cor Beton0.00M30.00x0.60x0.10=0.000.00c.Pembesian0.00Kg0JlhPjngBerat (kg/m') 10x7.0x1.00x0.620=4.34 10x7.0x1.00x0.620=4.348.68x 0+ Overhead 0%0.00x 1.000.00TANGGA TYPE - ILantai IIPONDASI TANGGAa.Galian Tanah Pondasi2.81M31.20x1.95x1.20x1.00=2.81b.Urugan Pasir0.23M31.20x1.95x0.10x1.00=0.23c.Lantai Kerja0.23M31.20x1.95x0.10x1.00=0.23Bordesd.Bekisting pondasi4.20M32.00+3.90x0.15x1=0.890.85x1.95x2.00x1.00=3.324.20e.Pembesian95.01KgJlhPjngBerat (kg/m') 12x11x2.30x0.887=22.44 12x7.0x4.20x0.887=26.08Lantai I 12x22.0x1.35x0.887=26.34 10x6.0x4.20x0.620=15.6290.49x 1.0595.01f.Cor Beton K-3000.54M33.003.301.00x1.95x0.15x1.00=0.290.15x1.95x0.85x1.00=0.250.5412 Anak Tangga1.95g.Urugan Tanah Kembali1.80M32.81-1.01=1.804.00Bordes0.10PLAT TANGGA DAN BORDES1.95a.Bekisting27.60M212 Anak Tanggabw1.95x4.00x1.00x1.00=7.80ats1.95x4.00x1.00x1.00=7.80brd3.00x4.00x1.00x1.00=12.00+3.003.3027.60b.Cor Beton5.08M3bw1.95x4.00x0.15x1.00=1.1715ats1.95x4.00x0.15x1.00=1.1735brd3.00x4.00x0.15x1.00=1.8020ank0.15x0.16x1.95x20.00=0.94+5.08x 15.0820c.Pembesian463.35Kg91.2831402679JlhPjngBerat (kg/m')B-BRDSbw 12x13.0x4.00x0.887=46.12 12x28.0x1.95x0.887=48.43+94.55x 194.55ats 12x13.0x4.00x0.887=46.12 10x28.0x1.95x0.620=33.85+79.98x 179.98brd 12x26.7x3.00x0.887=70.96 12x20.0x4.00x0.887=70.96+141.92x 1141.92ank 10x260.0x0.50x0.620=80.60 10x20.0x1.95x0.620=24.18+104.78x 1104.78Jumlah421.23+ Overhead 10%421.23x 1.10463.350BALOK BORDES20/30P4.00a.Bekisting1.20M2(+0.15+0.15 )x4.00=1.20b.Cor Beton0.12M30.20x0.15x4.00=0.12c.Pembesian38.79KgJlhPjngBerat (kg/m') 12x5x4.00x0.887=17.74 12x2x4.00x0.887=7.10 8x 7x 1.10x4.00x0.393=12.1036.94x 1.0538.79KERAMIK TANGGA + BORDES33.53M2Bwh0.46x1.95x12.00=10.76Atas0.46x1.95x12.00=10.76Bordes3.00x4.00x1.00=12.00+33.53STOP NOSSING5.08M'Bwh0.10x1.95x12.00=2.34Atas0.10x1.95x12.00=2.34Bordes0.10x4.00x1.00=0.40+5.08RAILING TANGGA10.15M2Bwh4.00x1.00x1.00=4.00Atas4.00x1.00x1.00=4.00Ats (lt.2)2.05x1.00x1.00=2.05Bordes0.10x1.00x1.00=0.10+10.15TANGGA TYPE - IILantai IIPLAT TANGGA DAN BORDESa.Bekisting22.93M2bw2.10x4.30x1.00x1.00=9.03ats2.10x4.30x1.00x1.00=9.03brd0.79x12.42x0.50x1.00=4.87+22.93b.Cor Beton4.65M3bw2.10x4.30x0.15x1.00=1.35Bordesats2.10x4.30x0.15x1.00=1.35brd0.79x12.42x0.15x0.50=0.73ank0.15x0.16x2.10x24.00=1.21+4.65x 14.65c.Pembesian391.08KgJlhPjngBerat (kg/m')bw 12x15.0x4.30x0.887=57.21 10x29.0x2.10x0.620=37.76+Lantai I94.97x 194.97ats 12x15.0x4.30x0.887=57.21 10x29.0x2.10x0.620=37.76+94.97x 12.303.6094.97brd 12x16.0x4.87x0.887=69.18 10x16.0x4.87x0.620=48.36+12 Anak Tangga2.1117.54x 1117.545.40Bordes1.2ank 6x336.0x0.50x0.220=36.96 6x24.0x2.10x0.220=11.09+2.148.05x 112 Anak Tangga48.05Jumlah355.532.303.60+ Overhead 10%355.53x 1.10391.080BALOK BORDES30/55P13.2515a.Bekisting14.58M255(0.30+0.4+0.40 )x13.25=14.5840b.Cor Beton1.59M30.30x0.40x13.25=1.5930c.Pembesian329.81KgJlhPjngBerat (kg/m')B-BRDS 19x6x13.25x2.250=178.88 12x2x13.25x0.887=23.51 10x 8x 1.70x13.25x0.620=111.72314.10x 1.05329.81KERAMIK TANGGA + BORDES28.06M2Bwh0.46x2.10x12.00=11.59Atas0.46x2.10x12.00=11.59Bordes4.87x1.00x1.00=4.87+28.06STOP NOSSING5.58M'Bwh0.10x2.10x12.00=2.52Atas0.10x2.10x12.00=2.52Bordes0.10x5.40x1.00=0.54+5.58RAILING TANGGA19.75M2Bwh4.30x1.00x1.00=4.30Atas4.30x1.00x1.00=4.30Ats (lt.2)3.30x1.00x1.00=3.30Bordes7.85x1.00x1.00=7.85+19.75TANGGA TYPE - IIILantai IIPLAT TANGGA DAN BORDESa.Bekisting20.02M2bw1.70x4.30x1.00x1.00=7.31ats1.70x4.30x1.00x1.00=7.31brd1.50x3.60x1.00x1.00=5.40+20.02b.Cor Beton3.98M3bw1.70x4.30x0.15x1.00=1.10Bordesats1.70x4.30x0.15x1.00=1.10brd1.50x3.60x0.15x1.00=0.81ank0.15x0.16x1.70x24.00=0.98+3.98x 13.98c.Pembesian284.49KgJlhPjngBerat (kg/m')bw 12x12.0x4.30x0.887=45.77 10x29.0x1.70x0.620=30.57+Lantai I76.34x 176.34ats 12x12.0x4.30x0.887=45.77 10x29.0x1.70x0.620=30.57+76.34x 11.503.6076.34brd 12x24.0x1.50x0.887=31.93 12x11.0x3.60x0.887=35.13+12 Anak Tangga1.767.06x 167.063.60Bordes0.2ank 6x272.0x0.50x0.220=29.92 6x24.0x1.70x0.220=8.98+1.738.90x 112 Anak Tangga38.90Jumlah258.621.503.60+ Overhead 10%258.62x 1.10284.490BALOK BORDES20/35P3.6015a.Bekisting2.16M235(0.20+0.2+0.20 )x3.60=2.1620b.Cor Beton0.14M30.20x0.20x3.60=0.1420c.Pembesian46.13KgJlhPjngBerat (kg/m')B-BRDS 13x5x3.60x0.995=17.91 12x2x3.60x0.887=6.39 10x 8x 1.10x3.60x0.620=19.6443.94x 1.0546.13KERAMIK TANGGA + BORDES24.17M2Bwh0.46x1.70x12.00=9.38Atas0.46x1.70x12.00=9.38Bordes1.50x3.60x1.00=5.40+24.17STOP NOSSING4.44M'Bwh0.10x1.70x12.00=2.04Atas0.10x1.70x12.00=2.04Bordes0.10x3.60x1.00=0.36+4.44RAILING TANGGA10.70M2Bwh4.30x1.00x1.00=4.30Atas4.30x1.00x1.00=4.30Ats (lt.2)1.90x1.00x1.00=1.90Bordes0.20x1.00x1.00=0.20+10.70PEKERJAAN DINDING DAN PLESTERPek. Pas. Dinding 1/2 bata 1 : 25.30m253.0x0.10-0.00x1=5.300.0x-x1=0.00x-x1=0.005.300.25Pek. Plesteran 1 : 210.60m25.30x2=10.60Pengurangan4.00Keramik Dinding km/wc=0.00Border Dinding=0.000.00-3.7010.60Pek. Pas. Dinding 1/2 bata 1 : 4154.53m253.0x3.70-41.57x1=154.530.0x3.70-0.00x1=0.00198.23x1.00-0.00x1=0.00+0.1x0.30-0.00x1=0.00154.53Pek. Pas. 1/2 bata 1 : 4 Keliling Kolom Teras43.70m243.70x1.0x1.00=43.702.50x1.0x=0.0043.70Pek. Plesteran 1 : 4396.46m2198.23x2=396.46Gbr. Potongan dinding43.70x0=0.00+396.46Catatan dinding :Pas. Batu Candi0.00m2Panjang dinding 1 : 4=53.00m'dd4.90x3.30x0.00=0.00Luas kozen=41.57M23.00x3.95x=0.003.3Tapak Pintu=3.00m'21.90x3.30x=0.00Panjang dinding km/wc 1:2=m'0.00Batu Alam Candi kolom Entrance0.00klm0.60x2.25x=0.00xx=0.00+0.00Pek. Pas. Keramik Dinding km/wc 20 x 20 cm0.00m26.30x1.50x0.00=0.00xx=0.00xx=0.00xx=0.00xx=0.00xx=0.00+0.00Pek. Pas. Border Dinding keramik 10 x 20 cm0.00M'6.30x0.00=0.000.00x0.00=0.000.00x0.00=0.000.00x0.00=0.000.00x0.00=0.000.00x0.00=0.00+0.00Plesteran Berpola0.00m'5.40x4.00x=0.009.00x0.90x=0.001.60x1.00x=0.00+0.00Cor Beton Pot Bunga0.00m'3.75x1.80x0.12x=0.001.75x1.80x0.12x=0.00+0.00Balok 12/15 Pot Bunga0.00m'0.12x0.15x3.75x=0.000.12x0.15x1.75x=0.00+0.00Pek. Plestreran Beton 1:287.04m2K11.60x3.75x5.00=30.001.06x3.70x=0.000.93x3.70x3.00=10.320.81x3.70x=0.00K21.06x3.70x10.00=39.22ls.10.00x1.00=0.00srp0.00x1.00=0.001.88x1.004.00=7.50x1.00=0.00x1.00=0.00x1.00=0.00x1.00=0.00+87.04PLESTERAN RELIEF BETON0.00m23.30x4.00x=0.001.25x4.00x=0.000.00x0.00x=0.00+0.00PEKERJAAN KUDA-KUDAKUDA - K17UNITWF. 350x175x7x1115,901.7616.50X2.00X49.60X7.00=11,457.6010.60X1.00X49.60X7.00=3,680.321.10X2.00X49.60X7.00=763.8415,901.76KgWF. 100x100x6x8264.881.10X2.00X17.20X7.00=264.88KgPLAT POT WF. 350x175x7x112,291.521.40X2.00X49.60X7.00=972.161.30X2.00X49.60X7.00=902.720.60X2.00X49.60X7.00=416.642,291.52KgPLAT BAJAT=5MM45.940.09X3.00X7.00X25.00=45.94PLAT BAJAT=7MM275.630.26X3.00X7.00X25.00=137.810.26X3.00X7.00X25.00=137.81275.63PLAT BAJAT=8MM45.940.09X3.00X7.00X25.00=45.94PLAT BAJAT=10MM64.310.12X3.00X7.00X25.00=64.31PLAT BAJAT=15MM137.810.26X3.00X7.00X25.00=137.81PLAT BAJAT=20MM64.310.12X3.00X7.00X25.00=64.31ANGKUR BAUT D. 228.00x2.00x7.00=112.00BHMUUR+BAUT D. 108.00x2.00x7.00=112.00BHMUUR+BAUT D. 1618.00x2.00x7.00=252.0016.00x1.00x7.00=112.00364.00BHGORDING LC. 150x50x20x3,218.00x23.00x2.00x7.51=6,218.28PLAT BAJAT=2MM0.01X36.00X7.00X25.00=31.50MUUR+BAUT D. 103.00x18.00x2.00x7.00=756.00BHTRACK STANK D. 15 MM18.00x6.00x4.00x1.00=432.00M'WIND BRACING D. 15 MM17.00x6.00x2.00x1.00=204.00M'KUDA - K14UNITWF. 150x100x6x92,785.2015.50X2.00X21.10X4.00=2,616.400.00X1.00X21.10X4.00=0.001.00X2.00X21.10X4.00=168.802,785.20KgWF. 100x100x6x8151.361.10X2.00X17.20X4.00=151.36KgPLAT POT WF. 150x100x6x9371.361.20X2.00X21.10X4.00=202.561.00X2.00X21.10X4.00=168.800.00X2.00X21.10X4.00=0.00371.36KgPLAT BAJAT=5MM98.000.09X3.00X4.00X25.00=27.000.15X3.00X4.00X25.00=45.000.09X2.00X4.00X25.00=18.000.02X4.00X4.00X25.00=8.0098.00PLAT BAJAT=8MM123.000.09X3.00X4.00X25.00=27.000.16X3.00X4.00X25.00=48.000.16X3.00X4.00X25.00=48.000.00X2.00X4.00X25.00=0.00123.00PLAT BAJAT=10MM48.000.16X3.00X4.00X25.00=48.00ANGKUR BAUT D. 168.00x2.00x4.00=64.00BHMUUR+BAUT D. 108.00x2.00x4.00=64.0014.00x2.00x4.00=112.0012.00x1.00x4.00=48.00224.00BHGORDING LC. 125x50x20x38.00x15.50x2.00x6.13=1,520.24PLAT BAJAT=2MM0.01X16.00X4.00X25.00=8.00KGMUUR+BAUT D. 103.00x8.00x2.00x4.00=192.00BH16.45TRACK STANK D. 15 MM16.00x3.00x4.00x1.00=192.00M'WIND BRACING D. 15 MM17.00x3.00x2.00x1.00=102.00M'PEKERJAAN PENUTUP ATAPPek. Pas. Atap324.81m20.7518714352I12.46x5.13x2.00=127.8I5.13II19.00+12.46x3.59x2.00=112.82III12.50+5.37x4.71x2.00=84.212.462II3.59324.8119.005.37Pek. Pas. Rabung12.46m112.46x1=12.46III4.71x1=0.0012.4612.50Pek. Pas. Bola-bola20.51m15.13x4=20.51x=0.00x=0.00x=0.00+20.51Pek. Pas. Jurai Luar14.34m13.59x4=14.343.50x=0.003.00x=0.00+14.34Pek. Pas. Jurai Dalam / Talang0.00m1x=0.00x=0.00x=0.00+0.00Pek. Pas. Lisplank papan91.51m1Lbh bergayut19.00x2=38.0012.50x2=25.004.00x2=8.0071.00Mrg5.13x4=20.510.00x0=0.000.00x0=0.000.00x0=0.00+20.51Pek. Pas. Singap Ukir33.89M27.91/2.00x4.28x2=33.895.70/2.00x4.14x0=0.000.00/2.00xx=0.00+33.89Piri-piri76.40m219.00x1.30x2=49.407.00x1.30x2=18.204.00x1.10x2=8.8076.40PEKERJAAN PLAFONDPek. Pas. Plafond Gypsum162.00m216.00x7.00=112.002.50x20.00=50.00x=0.00x=0.00162.00PENGURANGAN4.88x0.12x0.00=0.003.88x0.12x0.00=0.00x0.12x0.00=0.00x0.12x=0.00x0.12x=0.00x0.12x=0.00x0.12x=0.00x0.12x=0.00x0.12x=0.000.00162.00Pek. Pas. Rangka plafond162.00m2Pek. Pas. List profil Gypsum105.00m164.00x1.00=64.008.00x1.00=8.005.00x1.00=5.0028.00x1.00=28.00x2.00=0.00x=0.00x=0.00x=0.00x=0.00x=0.00x=0.00x=0.00105.00PIRI PIRI LAMBERSERING76.40m119.00x1.30x2.00=49.407.00x1.30x2.00=18.204.00x1.10x2.00=8.8076.40LIST PIRI PIRI K479.52m119.00x2.00=38.004.88x4.00=19.527.00x2.00=14.000.00x2.00=0.004.00x2.00=8.0079.52PEKERJAAN LANTAIURUGAN TANAH DIBAWAH LANTAI PENTAS23.80x0.00=0.00URUGAN PASIR DIBAWAH LANTAI PENTAS23.80x0.00=0.00COR LANTAI PENTAS23.80x0.00=0.00Pek. Pas. Keramik lantai ruangan (GRANIT 60X60)147.45m216.00x7.00x1.00=112.0020.00x2.50x1.00=50.00xx=0.00162.00Pengurangan :3.00x4.85x1.00=14.554.50x0.12x=0.003.00x0.12x=0.002.88x4.38x=0.00xx=0.00+14.55-147.45Pek. Pas. Keramik lantai Gudang (GRANIT 60X60) anti slip0.00m2147.457.88x7.00x=0.001.50x1.20x=0.00xx=0.00+0.00Pek. Pas. Plint Keramik 10 x 40 cm102.00M1105.00x1.00=105.00(-)1.50x2.00=3.00x=0.00x=0.00x=0.00x=0.00x=0.00x=0.00x=0.003.00-102.00Pek. Pas. Keramik lantai km/wc 20 x 20 cm0.00m21.38x2.13-0.42x0.00=0.00x-0.42x=0.00x=0.00x=0.00x=0.00+0.00Pek. Lantai Entrance0.00m24.60x6.00x=0.000.15x4.00x=0.00x4.00xx=0.00xx=0.00+0.00KERAMIK MEJA LABOR10.20x0.70x=0.002.40x0.70x=0.000.00PEKERJAAN PENGECATANPek. Cat dinding dan kolom dgn cat air529.50m2Plesteran 1:2=10.60Plesteran 1:4=396.46Acian Beton=87.04Acian Kanopi=35.40Acian Lisplank beton=Aciaan Dinding Sel=0.00+529.50Pek. Cat plafond Gypsum dgn cat air162.00m2Pek. Cat List profil Gypsum dgn cat air10.50m2105.00x0.10=10.50Pek. Cat minyak kozenm2Pek. Cat minyak pintu panilm2Pek. Cat minyak ram jendelam2Pek. Cat minyak Lisplank41.18m291.51x0.45=41.18Pek. Cat minyak Singap33.89m20

kosen.10.00LuasKayuMeniPintuPintuPintuPintuPintuPintuPINTUJEND.JEND.JEND.VENT.VENT.VENT.VENT.CatCatCatCatCatCatEngselGrendelGrendelKunciEngselGrendelHakHandleUmpakPERHITUNGAN VOLUME KOZENkozenkozenkozenpanilpanilkacakacatriflektriflekFIBREkacaKACAKACAJALUSIKACAKACAkacaminyakpapanminyakramramrampintupintupintutanamjend.jend.anginjend.kozendouble1 daundouble1 daundouble1 daunbingkaiMATINAKOBINGKAIMATIGraferkozenjalusipintujend.vent.pintu6"4"& vent& vent& ventKEGIATAN:PEKERJAAN:LOKASI:NoPekerjaan & Gambar kerjaNoSub Pekerjaan & AnalisaVolumeSat123456PERHITUNGAN KOZEN :4KOZEN TYPEA-0BHLuas kozen2.80x1.50x0=0.00Jalusi7daun0.75x0.00x0=0.000.00m20.000.60Kayu kozen11.80x0.05x0.13x0=0.003.40x0.05x0.13x0=0.000.00m20.00kacakaca2.80Meni kozenBinkaiPintuPanilBinkai2.105.60+1.90x0.13x0=0.00m20.00Pintu panil double1.42x2.11x0=0.00m20.00Jendela kaca bingkai / ram0.02x0.04x0=0.00m20.000.000.700.70Ventilasi papan jalusi0.60x1.44x0=0.00m20.001.50Cat minyak kozen7.10x0.23x0=0.001.503.30x0.36x0=0.000.00m20.00Cat minyak pintu panil1.50x2.15x2.00x0=0.00m20.00Cat minyak ram jendela-0.40x0.20x0=0.00m20.00Cat minyak ventilasi papan1.40x7.00x0.30x0=0.00m20.00Kunci tanam 2 x putar1x0=0.00Bh0.00Engsel pintu6x0=0.00Bh0.00Grendej pintu 6"2x0=0.00Bh0.00Engsel jendela4x0=0.00Bh0.00Grendel jendela4x0=0.00Bh0.00Hak angin jendela4x0=0.00Bh0.00Handle jendela2x0=0.00Bh0.00Umpak kozen2x0=0.00Bh0.001KOZEN TYPEP1-BHLuas kozen2.15x1.30x0=0.00m20.00Kayu kozen7.10x0.05x0.13x0=0.00m30.00Meni kozen5.80x0.13x0=0.00m20.00Pintu panil double2.151.22x2.11x0=0.00m20.00PintuPanil2.10Ventilasi papan jalusi0.00x1.20x0=0.00m20.00Cat minyak kozen5.60x0.23x0=0.001.30x0.36x0=0.000.600.600.00m20.00Cat minyak pintu panil1.300.65x2.15x2x0=0.000.65x2.15x2x0=0.000.00m20.00Cat minyak ventilasi papan0.00x0.00x0.30x0=0.00m20.00Kunci tanam 2 x putar1x0=0.00Bh0.00Engsel pintu6x0=0.00Bh0.00Grendel pintu 6"2x0=0.00Bh0.00Umpak kozen2x0=0.00Bh0.002KOZEN TYPEP2-2BHLuas kozen2.65x0.90x2=4.77m24.77Kayu kozen0.507.30x0.05x0.13x2=0.09m30.09Meni kozen6.40x0.13x2=1.66m21.66Pintu panil tunggalPintu2.650.82x2.11x2=3.46m23.46Panil2.10Ventilasi papan jalusi0.50x0.80x2=0.80m20.80Cat minyak kozen6.20x0.23x2=2.850.80x0.36x2=0.580.803.43m23.43Cat minyak pintu panil0.900.85x2.15x2.00x2=7.31m27.31Cat minyak ventilasi papan0.50x0.00x0.30x2=0.00m20.00Kunci tanam 2 x putar1x2=2.00Bh2.00Engsel pintu3x2=6.00Bh6.00Grendel pintu 4"2x2=4.00Bh4.00Umpak kozen2x2=4.00Bh4.003KOZEN TYPEp-BHLuas kozenJalusi10daun2.55x0.80x0=0.00m20.00Kayu kozen0.406.90x0.05x0.13x0=0.00m30.00Meni kozen6.10x0.13x0=0.00m20.00Pintu panil tunggalPintu2.550.72x2.06x0=0.00m20.00Panil2.05Ventilasi papan jalusi0.40x0.70x0=0.00m20.00Cat minyak kozen5.90x0.23x0=0.000.70x0.36x0=0.000.700.00m20.00Cat minyak pintu panil0.800.75x2.10x2.00x0=0.00m20.00Cat minyak ventilasi papan0.40x10.00x0.30x0=0.00m20.00Kunci tanam 2 x putar1x0=0.00Bh0.00Engsel pintu3x0=0.00Bh0.00Grendel pintu 4"2x0=0.00Bh0.00Umpak kozen2x0=0.00Bh0.002KOZEN TYPEP3-0BHLuas kozen2.15x1.00x0=0.00m20.00Kayu kozen6.50x0.05x0.13x0=0.00m30.00Meni kozen5.50x0.13x0=0.00m20.00Pintu panil tunggalPintu2.150.92x2.11x0=0.00m20.00Panil2.10Ventilasi papan jalusi0.00x0.90x0=0.00m20.00Cat minyak kozen5.30x0.23x0=0.000.90x0.36x0=0.000.900.00m20.00Cat minyak pintu panil1.000.95x2.15x2.00x0=0.00m20.00Cat minyak ventilasi papan0.00x0.00x0.30x0=0.00m20.00Kunci tanam 2 x putar1x0=0.00Bh0.00Engsel pintu3x0=0.00Bh0.00Grendel pintu 4"2x0=0.00Bh0.00Umpak kozen2x0=0.00Bh0.002KOZEN TYPEP4-BHLuas kozen2.15x0.80x0=0.00m20.00Kayu kozen6.10x0.05x0.13x0=0.00m30.00Meni kozen5.30x0.13x0=0.00m20.00Pintu panil tunggalPintu2.150.72x2.11x0=0.00m20.00Panil2.10Ventilasi papan jalusi0.00x0.70x0=0.00m20.00Cat minyak kozen5.10x0.23x0=0.000.70x0.36x0=0.000.700