ee

BONKAR ABUTMENTRENCANA PEMBONGKARAN ABUTMENTNO.JEMBATANBENTANGKETERANGANH bEXISTINGRENCANAEXISTINGRENCANAExisting1NUNUKABINEHA V3330Bongkar 2 Abutment4.052SINOMBAYUGA ISINOMBAYUGA I3340Bongkar 2 Abutment4.453SINOMBAYUGA IIMANGGADAA3340Bongkar 2 Abutment4.704INOSOTA 1INOSOTA I4040Bongkar 2 Abutment5.205MAYAMBANGA IIIMAYAMBANGA III3330Bongkar 2 Abutment4.606BAKIDA IMAMALIA II2020Bongkar 2 Abutment3.45T O T A L192200T1Luas 1 =T1 x HkX 2H kLuas 2 =T2 x HtX 1Luas 3 =1/2 ( H1 + H2 ) x X1Luas 4 =1/2 ( H1 + H2 ) x X1H 1T1HkT2HtH1H2X1X2LuasH 2BINEHA V0.401.000.804.050.400.400.500.504.04H tSINOMBAYUGA I0.401.000.804.450.400.400.500.504.36MANGGADAA0.401.000.804.700.400.400.500.504.56H bINOSOTA I0.401.000.805.200.400.400.500.504.96MAYAMBANGA III0.401.000.804.600.400.400.500.504.48MAMALIA II0.401.000.803.450.400.400.500.503.56HF2HF1Badan AbutmentKaki AbutmentVOLUME40 M'Luas BdnlebarVol. X 2HF1HF2TF1TF2Vol. X 2ABUTMENTBINEHA V4.047.0056.560.700.305.000.8061.18117.7433 M'3.5SINOMBAYUGA I4.367.0061.040.700.305.000.8061.18122.22MANGGADAA4.567.2065.660.700.305.000.8062.93128.59INOSOTA I4.967.7076.380.700.305.000.8067.30143.68MAYAMBANGA III4.487.2064.510.700.305.000.8062.93127.44MAMALIA II3.567.1050.550.700.305.000.8062.05112.61TOTAL VOLUME PEMBONGKARAN ABUTMENT752.28

BONGKAR-JEMB.RENCANA PEMBONGKARAN JEMBATANNO.JEMBATANEXISTINGLANTAIBANGUNAN ATASEXISTINGRENCANABENTANGLEBARJEMB1NUNUKABINEHA V333.5BetonR.B.BAILEY2SINOMBAYUGA ISINOMBAYUGA I333.5KayuR.B.BAILEY3SINOMBAYUGA IIMANGGADAA333.5KayuR.B.BAILEY4INOSOTA 1INOSOTA I404.5KayuR.B. AUSTRIA5MAYAMBANGA IIIMAYAMBANGA III333.5KayuR.B.BAILEY6BAKIDA IMAMALIA II204.5BetonR.B. AUSTRIAT O T A L192PEMBONGKARAN LANTAI JEMBATAN KAYUNO.JEMBATANEXISTINGLANTAILUASEXISTINGRENCANABENTANGLEBARJEMB1SINOMBAYUGA ISINOMBAYUGA I333.5Kayu115.502SINOMBAYUGA IIMANGGADAA333.5Kayu115.503INOSOTA 1INOSOTA I404.5Kayu180.004MAYAMBANGA IIIMAYAMBANGA III333.5Kayu115.50T O T A L139526.50PEMBONGKARAN LANTAI JEMBATAN BETON, TEBAL LANTAI 0,20 M'NO.JEMBATANEXISTINGLANTAIVOLUMEEXISTINGRENCANABENTANGLEBARJEMB1NUNUKABINEHA V333.5Beton23.102BAKIDA IMAMALIA II204.5Beton18.00T O T A L5341.10PEMBONGKARAN RANGKA JEMBATAN ( KIRI, KANAN DAN BALOK BAWAH )NO.JEMBATANEXISTINGTINGGIBANGUNAN ATASEXISTINGRENCANABENTANGLEBARRANGKA1NUNUKABINEHA V333.51.5214.502SINOMBAYUGA ISINOMBAYUGA I333.51.5214.503SINOMBAYUGA IIMANGGADAA333.51.5214.504INOSOTA 1INOSOTA I404.53420.005MAYAMBANGA IIIMAYAMBANGA III333.51.5214.506BAKIDA IMAMALIA II204.53210.00T O T A L1921,488.00

BETON ABTMRENCANA ABUTMENTPERHITUNGAN VOLUME BETON PADA ABUTMENT (K-250)NO.JEMBATANBENTANGH bKET.JEMBATANU K U R A NNoUraianMutu BetonEXISTINGRENCANAEXISTINGRENCANAExistingb1b2b3b4b5b6b7h1h2h3h4h5h6h7h8K-350K-250K-175Cyclop K-175K-1251NUNUKABINEHA V33304.05BINEHA V6.002.550.902.550.800.300.207.600.900.304.650.300.400.700.35BINEHA V (PILAR)6.002.550.902.550.850.300.857.600.900.304.650.300.400.700.351Bineha V2SINOMBAYUGA ISINOMBAYUGA I33404.45SINOMBAYUGA I6.002.251.502.251.400.500.359.051.500.304.650.500.501.250.35a. Lantai Jembatan126.143SINOMBAYUGA IIMANGGADAA33404.70MANGGADAA6.002.251.502.251.400.500.359.351.500.304.950.500.501.250.35a.1. Tiang sandaran0.624INOSOTA 1INOSOTA I40405.20INOSOTA I6.002.251.502.251.400.500.3510.001.500.305.600.500.501.250.35b. Plat Injakan6.845MAYAMBANGA IIIMAYAMBANGA III33304.60MAYAMBANGA III6.002.501.002.500.800.300.208.151.000.304.800.300.400.700.35c. Abudment + Pier399.82MAYAMBANGA III (PILAR)6.002.550.902.550.850.300.858.100.900.305.000.300.500.750.35d. Dinding Sayap15.196BAKIDA IMAMALIA II20203.45MAMALIA II6.002.501.002.500.850.300.207.451.000.304.050.300.401.050.35e. Trotoir / sumuran20.54377.14T O T A L192200f. Lantai Kerja35.30133.59415.0120.54377.1435.302Mayembanga IIIb6PERHITUNGAN LUASa. Lantai Jembatan126.14b7b5a.1. Tiang sandaran0.62h8ILUAS I =b6 x h8b. Plat Injakan6.84LUAS II =(b6+b7) x h7c. Abudment + Pier440.42h7LUAS III =(b5+b6+b7)) x h6d. Dinding Sayap16.20LUAS IV =1/2 x ((b5+b6+b7)-b3)) x h5e. Trotoir / sumuran20.54301.71LUAS V =b3 x (h4+h5)f. Lantai Kerja35.30LUAS VI =(1/2 x (b1+b3)) x h3133.59456.6220.54301.7135.30h6LUAS VII =b1 x h23Mamalia IIa. Lantai Jembatan95.74h5a.1. Tiang sandaran0.38PERHITUNGAN VOLUME BETON PADA ABUTMENT (K-250)b. Plat Injakan6.84c. Abudment + Pier280.22JEMBATANLUAS ABUTMETLEBARVOLUMEVolumed. Dinding Sayap13.84IIIIIIIVVVIVIITOTAL2 ABUTMe. Trotoir / sumuran13.52251.43BINEHA V0.1050.3500.5200.0604.4551.0355.40011.92523.85011.1264.735f. Lantai Kerja23.53BINEHA V (PIER)0.3150.0000.8000.4354.1851.0355.40012.17012.17011.1135.087399.82102.96294.0613.52251.4323.53SINOMBAYUGA I0.1751.0631.1260.1887.7251.1259.00020.40140.80211.1452.89665452.904Sinombayuga Ih1h4MANGGADAA0.1751.0631.1260.1888.1751.1259.00020.85141.70211.1462.88665462.89a. Lantai Jembatan52.55INOSOTA I0.1751.0631.1260.1889.1501.1259.00021.82643.65211.1484.53165484.53b. Plat Injakan6.84MAYAMBANGA III0.1050.3500.5200.0455.1001.0506.00013.17026.34011.1292.374c. Abudment + Pier452.90MAYAMBANGA III (PILAR)0.1050.8631.0000.1654.7701.0355.40013.33813.33811.1148.04625440.42d. Dinding Sayap15.86MAMALIA II0.1050.5250.5400.0534.3501.0506.00012.62325.24511.1280.2195280.22e. Trotoir / sumuran20.40201.14f. Lantai Kerja23.5359.39468.7620.40201.1423.535Manggadaaa. Lantai Jembatan52.55JEMBATANABUTMENTVolumeb. Plat Injakan6.84h3KakiBadanKepalac. Abudment + Pier462.89BINEHA V0.000.000.000.00d. Dinding Sayap16.54SINOMBAYUGA I0.000.00452.900.00e. Trotoir / sumuran20.40150.86h2MANGGADAA0.000.00462.890.00f. Lantai Kerja23.53INOSOTA I0.000.00484.530.0059.39479.4220.40150.8623.53MAYAMBANGA III0.000.000.000.006Inosota IMAMALIA II0.000.00280.220.00a. Lantai Jembatan52.55b2b4b. Plat Injakan6.84VOLUME ABUTMENT SEBELAH0.00c. Abudment + Pier484.53b3VOLUME ABUTMENT KIRI & KANAN0.00d. Dinding Sayap18.00e. Trotoir / sumuran20.40276.57f. Lantai Kerja23.5359.39502.5320.40276.5723.53b1PERHITUNGAN VOLUME BETON PADA DINDING SAYAP (K-250)JEMBATANDimensiVOLUMEHb ExistHbHsayapLebartebalJumlahBINEHA V4.055.356.752.250.25415.19SINOMBAYUGA I4.455.657.052.250.25415.86MANGGADAA4.705.957.352.250.25416.54INOSOTA I5.206.608.002.250.25418.00MAYAMBANGA III4.605.807.202.250.25416.20MAMALIA II3.454.756.152.250.25413.84VOLUME95.63PERHITUNGAN VOLUME BETON PADA PLAT INJAK (K-350)JEMBATANDimensiVOLUMEp1p2t1t2LBINEHA V2.500.200.300.359.006.84SINOMBAYUGA I2.500.200.300.359.006.84MANGGADAA2.500.200.300.359.006.84INOSOTA I2.500.200.300.359.006.84MAYAMBANGA III2.500.200.300.359.006.84MAMALIA II2.500.200.300.359.006.84VOLUME SATU PLAT INJAK41.04VOLUME DUA PLAT INJAK ( TOTAL)82.08PERHITUNGAN VOLUME BETON PADA PONDASI SUMURAN (K-175)JEMBATANDimensiVOLUMETinggidiameterJumlahBINEHA V5.004.006.00377.14SINOMBAYUGA I4.004.004.00201.14MANGGADAA3.004.004.00150.86INOSOTA I5.504.004.00276.57MAYAMBANGA III4.004.006.00301.71MAMALIA II5.004.004.00251.431558.86PERHITUNGAN VOLUME BETON PADA LANTAI JEMBATAN (K-350)JEMBATANDinding SayapVOLUMEtlpbanyaknyajumlahVOLBINEHA V :1. Lantai Jembtan0.207.0015.801.002.0044.242. Gelagar Memanjang0.850.4515.806.002.0072.523. Gelagar Melintang0.500.306.255.002.009.38126.14SINOMBAYUGA IDiatas Spandeck0.127.0040.801.001.0034.27Bersama Spandek0.087.0040.801.001.0018.2852.55MANGGADAADiatas Spandeck0.127.0040.801.001.0034.27Bersama Spandek0.087.0040.801.001.0018.2852.55INOSOTA IDiatas Spandeck0.127.0040.801.001.0034.27Bersama Spandek0.087.0040.801.001.0018.2852.55MAYAMBANGA III :1. Lantai Jembtan0.207.0015.801.002.0044.242. Gelagar Memanjang0.850.4515.806.002.0072.523. Gelagar Melintang0.500.306.255.002.009.38126.14Khusus Balok memanjang Jembatan Mamalia II :MAMALIA II :b1b2b3h1h2h3h41. Lantai Jembtan0.207.0020.801.001.0029.120.560.30.40.350.10.70.052. Gelagar Memanjang20.806.001.0058.22LuasIIIIIIIVTotal95.743. Gelagar Melintang0.800.307.005.001.008.400.1960.0430.210.01750.4665PERHITUNGAN VOLUME BETON PADA TROTOIR (K-175)JEMBATANDinding SayapVOLUMEtlpbanyaknyajumlahBINEHA V :0.251.3015.802.002.0020.54SINOMBAYUGA I0.251.0040.802.001.0020.40MANGGADAA0.251.0040.802.001.0020.40INOSOTA I0.251.0040.802.001.0020.40MAYAMBANGA III0.251.3015.802.002.0020.54MAMALIA II0.251.3020.802.001.0013.52115.80PERHITUNGAN VOLUME BETON PADA LANTAI KERJA (K-125)JEMBATANVOLUMEtlpbanyaknyajumlahvolBINEHA V :1. Dibawah Pond. Sumuran0.104.2011.101.003.0013.992. Dibawah Abudment0.106.4011.101.003.0021.3135.30SINOMBAYUGA I1. Dibawah Pond. Sumuran0.104.2011.101.002.009.322. Dibawah Abudment0.106.4011.101.002.0014.2123.53MANGGADAA1. Dibawah Pond. Sumuran0.104.2011.101.002.009.322. Dibawah Abudment0.106.4011.101.002.0014.2123.53INOSOTA I1. Dibawah Pond. Sumuran0.104.2011.101.002.009.322. Dibawah Abudment0.106.4011.101.002.0014.2123.53MAYAMBANGA III1. Dibawah Pond. Sumuran0.104.2011.101.003.0013.992. Dibawah Abudment0.106.4011.101.003.0021.3135.30MAMALIA II1. Dibawah Pond. Sumuran0.104.2011.101.002.009.322. Dibawah Abudment0.106.4011.101.002.0014.2123.53164.72PERHITUNGAN VOLUME BETON PADA TIANG SANDARAN (K-350)JEMBATANDinding SayapVOLUMEb1b2b3h1h2h3LuastJumlahBINEHA V0.150.160.100.450.450.100.170.1036.000.62SINOMBAYUGA IMANGGADAAINOSOTA IMAYAMBANGA III0.150.160.100.450.450.100.170.1036.000.62MAMALIA II0.150.160.100.450.450.100.170.1022.000.381.61

TLG-ABTRENCANA PENULANGAN ABUTMENT JEMBATAN MAMALIARENCANA PENULANGAN ABUTMENT JEMBATAN BINEHA VRENCANA PENULANGAN ABUTMENT JEMBATAN SIBOMBAYUGA IRENCANA PENULANGAN ABUTMENT JEMBATAN MANGGADARENCANA PENULANGAN ABUTMENT JEMBATAN INOSOTA IRENCANA PENULANGAN ABUTMENT JEMBATAN MAYAMBANGA III45.5aA1JmlPanjangTot.PjDia (mm)JML TLGaA1JmlPanjangTot.PjDia (mm)JML TLGaA1JmlPanjangTot.PjDia (mm)JML TLGaA1JmlPanjangTot.PjDia (mm)JML TLGaA1JmlPanjangTot.PjDia (mm)JML TLGaA1JmlPanjangTot.PjDia (mm)JML TLGa155555522(900/20 + 1) * 2a165565532(910/15 + 1)a164564522(900/20 + 1) * 2a167567522(900/20 + 1) * 2a174074022(900/20 + 1) * 2a166066022(900/20 + 1) * 2bb1808022bb1808032bb1808022bb1808022bb1808022bb1808022kait2122422kait2122432kait2122422kait2122422kait2122422kait2122422JUMLAH659.0022.0092.0060,628.00JUMLAH759.0032.0062.0047,058.00JUMLAH749.0022.0092.0068,908.00JUMLAH779.0022.0092.0071,668.00JUMLAH844.0022.0092.0077,648.00JUMLAH764.0022.0092.0070,288.00A2JmlPanjangTot.PjDia (cm)JML TLGA2JmlPanjangTot.PjDia (cm)JML TLGA2JmlPanjangTot.PjDia (cm)JML TLGA2JmlPanjangTot.PjDia (cm)JML TLGA2JmlPanjangTot.PjDia (cm)JML TLGA2JmlPanjangTot.PjDia (cm)JML TLGba190090013(475/25 + 1) * 2ba165565519(910/20 + 1)ba190090013(565/25 + 1) * 2ba190090013(595/25 + 1) * 2ba190090013(660/25 + 1) * 2ba190090013(580/25 + 1) * 2ab1606013ab1606019ab1606013ab1606013ab1606013ab1606013kait26.51313kait26.51319kait26.51313kait26.51313kait26.51313kait26.51313JUMLAH973.0013.0040.0038,920.00JUMLAH728.0019.0047.0034,216.00JUMLAH973.0013.0048.0046,704.00JUMLAH973.0013.0050.0048,650.00JUMLAH973.0013.0056.0054,488.00JUMLAH973.0013.0050.0048,650.00A3JmlPanjangTot.PjDia (cm)JML TLGaa191091016(535/30 + 1) *2ab060016kait26.51316JUMLAH923.0016.0038.0035,074.00A3JmlPanjangTot.PjDia (cm)JML TLGA4JmlPanjangTot.PjDia (cm)JML TLGA3JmlPanjangTot.PjDia (cm)JML TLGA3JmlPanjangTot.PjDia (cm)JML TLGA3JmlPanjangTot.PjDia (cm)JML TLGA3JmlPanjangTot.PjDia (cm)JML TLGbba1404013bba1919113bba1404013bba1404013bba1404013bba1404013ab26012013ab26012013ab26012013ab26012013ab26012013ab26012013kait26.51313kait26.51313kait26.51313kait26.51313kait26.51313kait26.51313JUMLAH173.0013.00110.0019,030.00JUMLAH224.0013.00126.0028,224.00JUMLAH173.0013.00132.0022,836.00JUMLAH173.0013.00143.0024,739.00JUMLAH173.0013.00154.0026,642.00JUMLAH173.0013.00143.0024,739.00F1JmlPanjangTot.PjDia (mm)JML TLGF1JmlPanjangTot.PjDia (mm)JML TLGF1JmlPanjangTot.PjDia (mm)JML TLGF1JmlPanjangTot.PjDia (mm)JML TLGF1JmlPanjangTot.PjDia (mm)JML TLGF1JmlPanjangTot.PjDia (mm)JML TLGa148048032900/20 + 1a148048032900/20 + 1a148048032900/20 + 1a148048032900/20 + 1a148048032900/20 + 1a148048032900/20 + 1bbb2459032bbb2459032bbb2459032bbb2459032bbb2459032bbb2459032akait2163232akait2163232akait2163232akait2163232akait2163232akait2163232JUMLAH602.0032.0046.0027,692.00JUMLAH602.0032.0046.0027,692.00JUMLAH602.0032.0046.0027,692.00JUMLAH602.0032.0046.0027,692.00JUMLAH602.0032.0046.0027,692.00JUMLAH602.0032.0046.0027,692.00F2JmlPanjangTot.PjDia (cm)JML TLGF2JmlPanjangTot.PjDia (cm)JML TLGF2JmlPanjangTot.PjDia (cm)JML TLGF2JmlPanjangTot.PjDia (cm)JML TLGF2JmlPanjangTot.PjDia (cm)JML TLGF2JmlPanjangTot.PjDia (cm)JML TLGaa1606032900/20 + 1aa1606032900/20 + 1aa1606032900/20 + 1aa1606032900/20 + 1aa1606032900/20 + 1aa1606032900/20 + 1bbb221242432bbb221242432bbb221242432bbb221242432bbb221242432bbb221242432kait2163232kait2163232kait2163232kait2163232kait2163232kait2163232JUMLAH516.0013.0046.0023,736.00JUMLAH516.0013.0046.0023,736.00JUMLAH516.0013.0046.0023,736.00JUMLAH516.0013.0046.0023,736.00JUMLAH516.0013.0046.0023,736.00JUMLAH516.0013.0046.0023,736.00F3JmlPanjangTot.PjDia (cm)JML TLGF3JmlPanjangTot.PjDia (cm)JML TLGF3JmlPanjangTot.PjDia (cm)JML TLGF3JmlPanjangTot.PjDia (cm)JML TLGF3JmlPanjangTot.PjDia (cm)JML TLGF3JmlPanjangTot.PjDia (cm)JML TLGaa190090016aa190090016aa190090016aa190090016aa190090016aa190090016JUMLAH900.0016.0025.0022,500.00JUMLAH900.0016.0025.0022,500.00JUMLAH900.0016.0025.0022,500.00JUMLAH900.0016.0025.0022,500.00JUMLAH900.0016.0025.0022,500.00JUMLAH900.0016.0025.0022,500.00F4JmlPanjangTot.PjDia (cm)JML TLGF4JmlPanjangTot.PjDia (cm)JML TLGF4JmlPanjangTot.PjDia (cm)JML TLGF4JmlPanjangTot.PjDia (cm)JML TLGF4JmlPanjangTot.PjDia (cm)JML TLGF4JmlPanjangTot.PjDia (cm)JML TLGaa190090016aa190090016aa190090016aa190090016aa190090016aa190090016JUMLAH900.0016.0025.0022,500.00JUMLAH900.0016.0025.0022,500.00JUMLAH900.0016.0025.0022,500.00JUMLAH900.0016.0025.0022,500.00JUMLAH900.0016.0025.0022,500.00JUMLAH900.0016.0025.0022,500.00F5.1JmlPanjangTot.PjDia (cm)JML TLGF5.1JmlPanjangTot.PjDia (cm)JML TLGF5.1JmlPanjangTot.PjDia (cm)JML TLGF5.1JmlPanjangTot.PjDia (cm)JML TLGF5.1JmlPanjangTot.PjDia (cm)JML TLGF5.1JmlPanjangTot.PjDia (cm)JML TLGa1404013a1404013a1404013a1404013a1404013a1404013b bb25511013b bb25511013b bb25511013b bb25511013b bb25511013b bb25511013akait26.51313akait26.51313akait26.51313akait26.51313akait26.51313akait26.51313JUMLAH163.0013.0024.003,912.00JUMLAH163.0013.0024.003,912.00JUMLAH163.0013.0024.003,912.00JUMLAH163.0013.0024.003,912.00JUMLAH163.0013.0024.003,912.00JUMLAH163.0013.0024.003,912.00F5.2JmlPanjangTot.PjDia (cm)JML TLGF5.2JmlPanjangTot.PjDia (cm)JML TLGF5.2JmlPanjangTot.PjDia (cm)JML TLGF5.2JmlPanjangTot.PjDia (cm)JML TLGF5.2JmlPanjangTot.PjDia (cm)JML TLGF5.2JmlPanjangTot.PjDia (cm)JML TLGa1404013a1404013a1404013a1404013a1404013a1404013b bb26513013b bb26513013b bb26513013b bb26513013b bb26513013b bb26513013akait26.51313akait26.51313akait26.51313akait26.51313akait26.51313akait26.51313JUMLAH183.0013.0024.004,392.00JUMLAH183.0013.0024.004,392.00JUMLAH183.0013.0024.004,392.00JUMLAH183.0013.0024.004,392.00JUMLAH183.0013.0024.004,392.00JUMLAH183.0013.0024.004,392.00F5.3JmlPanjangTot.PjDia (cm)JML TLGF5.3JmlPanjangTot.PjDia (cm)JML TLGF5.3JmlPanjangTot.PjDia (cm)JML TLGF5.3JmlPanjangTot.PjDia (cm)JML TLGF5.3JmlPanjangTot.PjDia (cm)JML TLGF5.3JmlPanjangTot.PjDia (cm)JML TLGa1404013a1404013a1404013a1404013a1404013a1404013b bb27515013b bb27515013b bb27515013b bb27515013b bb27515013b bb27515013akait26.51313akait26.51313akait26.51313akait26.51313akait26.51313akait26.51313JUMLAH203.0013.0024.004,872.00JUMLAH203.0013.0024.004,872.00JUMLAH203.0013.0024.004,872.00JUMLAH203.0013.0024.004,872.00JUMLAH203.0013.0024.004,872.00JUMLAH203.0013.0024.004,872.00aF5.4JmlPanjangTot.PjDia (cm)JML TLGaF5.3JmlPanjangTot.PjDia (cm)JML TLGaF5.3JmlPanjangTot.PjDia (cm)JML TLGaF5.3JmlPanjangTot.PjDia (cm)JML TLGaF5.3JmlPanjangTot.PjDia (cm)JML TLGaF5.3JmlPanjangTot.PjDia (cm)JML TLGba111011022ba111011022ba111011022ba111011022ba111011022ba111011022b1303022b1303022b1303022b1303022b1303022b1303022cc1707022cc1707022cc1707022cc1707022cc1707022cc1707022kait16.56.522kait16.56.522kait16.56.522kait16.56.522kait16.56.522kait16.56.522JUMLAH216.5022.0046.009,959.00JUMLAH216.5022.0046.009,959.00JUMLAH216.5022.0046.009,959.00JUMLAH216.5022.0046.009,959.00JUMLAH216.5022.0046.009,959.00JUMLAH216.5022.0046.009,959.00aH1JmlPanjangTot.PjDia (cm)JML TLGaH1JmlPanjangTot.PjDia (cm)JML TLGaH1JmlPanjangTot.PjDia (cm)JML TLGaH1JmlPanjangTot.PjDia (cm)JML TLGaH1JmlPanjangTot.PjDia (cm)JML TLGaH1JmlPanjangTot.PjDia (cm)JML TLGba1202022ba1202022ba1202022ba1202022ba1202022ba1202022b1404022b1404022b1404022b1404022b1404022b1404022cc118018022cc118018022cc118018022cc118018022cc118018022cc118018022kait1111122kait1111122kait1111122kait1111122kait1111122kait1111122JUMLAH251.0022.0046.0011,546.00JUMLAH251.0022.0046.0011,546.00JUMLAH251.0022.0046.0011,546.00JUMLAH251.0022.0046.0011,546.00JUMLAH251.0022.0046.0011,546.00JUMLAH251.0022.0046.0011,546.00aH2JmlPanjangTot.PjDia (cm)JML TLGaH2JmlPanjangTot.PjDia (cm)JML TLGaH2JmlPanjangTot.PjDia (cm)JML TLGaH2JmlPanjangTot.PjDia (cm)JML TLGaH2JmlPanjangTot.PjDia (cm)JML TLGaH2JmlPanjangTot.PjDia (cm)JML TLGa1303022a1303022a1303022a1303022a1303022a1303022b114014022b114014022b114014022b114014022b114014022b114014022bbbbbbkait1111122kait1111122kait1111122kait1111122kait1111122kait1111122JUMLAH181.0022.0061.0011,041.00JUMLAH181.0022.0061.0011,041.00JUMLAH181.0022.0061.0011,041.00JUMLAH181.0022.0061.0011,041.00JUMLAH181.0022.0061.0011,041.00JUMLAH181.0022.0061.0011,041.00H3JmlPanjangTot.PjDia (cm)JML TLGH3JmlPanjangTot.PjDia (cm)JML TLGH3JmlPanjangTot.PjDia (cm)JML TLGH3JmlPanjangTot.PjDia (cm)JML TLGH3JmlPanjangTot.PjDia (cm)JML TLGH3JmlPanjangTot.PjDia (cm)JML TLGaa190090012aa190090012aa190090012aa190090012aa190090012aa190090012JUMLAH900.0012.008.007,200.00JUMLAH900.0012.008.007,200.00JUMLAH900.0012.008.007,200.00JUMLAH900.0012.008.007,200.00JUMLAH900.0012.008.007,200.00JUMLAH900.0012.008.007,200.00H4JmlPanjangTot.PjDia (cm)JML TLGH4JmlPanjangTot.PjDia (cm)JML TLGH4JmlPanjangTot.PjDia (cm)JML TLGH4JmlPanjangTot.PjDia (cm)JML TLGH4JmlPanjangTot.PjDia (cm)JML TLGH4JmlPanjangTot.PjDia (cm)JML TLGaa190090012aa190090012aa190090012aa190090012aa190090012aa190090012JUMLAH900.0012.0012.0010,800.00JUMLAH900.0012.0012.0010,800.00JUMLAH900.0012.0012.0010,800.00JUMLAH900.0012.0012.0010,800.00JUMLAH900.0012.0012.0010,800.00JUMLAH900.0012.0012.0010,800.00RENCANA PENULANGAN DINDING SAYAPRENCANA PENULANGAN DINDING SAYAPRENCANA PENULANGAN DINDING SAYAPRENCANA PENULANGAN DINDING SAYAPRENCANA PENULANGAN DINDING SAYAPRENCANA PENULANGAN DINDING SAYAPW1JmlPanjangTot.PjDia (cm)JML TLGW1JmlPanjangTot.PjDia (cm)JML TLGW1JmlPanjangTot.PjDia (cm)JML TLGW1JmlPanjangTot.PjDia (cm)JML TLGW1JmlPanjangTot.PjDia (cm)JML TLGW1JmlPanjangTot.PjDia (cm)JML TLGaa167567516aa173573516aa176576516aa179579516aa186086016aa178078016JUMLAH675.0016.0024.0016,200.00JUMLAH735.0016.0024.0017,640.00JUMLAH765.0016.0024.0018,360.00JUMLAH795.0016.0024.0019,080.00JUMLAH860.0016.0024.0020,640.00JUMLAH780.0016.0024.0018,720.00W2JmlPanjangTot.PjDia (cm)JML TLGW2JmlPanjangTot.PjDia (cm)JML TLGW2JmlPanjangTot.PjDia (cm)JML TLGW2JmlPanjangTot.PjDia (cm)JML TLGW2JmlPanjangTot.PjDia (cm)JML TLGW2JmlPanjangTot.PjDia (cm)JML TLGaa120020010aa120020010aa120020010aa120020010aa120020010aa120020010kait251010kait251010kait251010kait251010kait251010kait251010JUMLAH210.0016.0035.007,350.00JUMLAH210.0010.0038.007,980.00JUMLAH210.0016.0040.008,400.00JUMLAH210.0016.0041.008,610.00JUMLAH210.0016.0044.009,240.00JUMLAH210.0016.0040.008,400.00W3JmlPanjangTot.PjDia (mm)JML TLGW3JmlPanjangTot.PjDia (mm)JML TLGW3JmlPanjangTot.PjDia (mm)JML TLGW3JmlPanjangTot.PjDia (mm)JML TLGW3JmlPanjangTot.PjDia (mm)JML TLGW3JmlPanjangTot.PjDia (mm)JML TLGa120020010a120020010a120020010a120020010a120020010a120020010bbb2204010bbb2204010bbb2204010bbb2204010bbb2204010bbb2204010akait251010akait251010akait251010akait251010akait251010akait251010JUMLAH250.0010.0035.008,750.00JUMLAH250.0010.0038.009,500.00JUMLAH250.0010.0040.0010,000.00JUMLAH250.0010.0041.0010,250.00JUMLAH250.0010.0044.0011,000.00JUMLAH250.0010.0040.0010,000.00RENCANA PENULANGAN PLAT INJAKRENCANA PENULANGAN PLAT INJAKRENCANA PENULANGAN PLAT INJAKRENCANA PENULANGAN PLAT INJAKRENCANA PENULANGAN PLAT INJAKRENCANA PENULANGAN PLAT INJAKPI1JmlPanjangTot.PjDia (cm)JML TLGPI1JmlPanjangTot.PjDia (cm)JML TLGPI1JmlPanjangTot.PjDia (cm)JML TLGPI1JmlPanjangTot.PjDia (cm)JML TLGPI1JmlPanjangTot.PjDia (cm)JML TLGPI1JmlPanjangTot.PjDia (cm)JML TLGaba129529513900/20+1aba129529513900/20+1aba129529513900/20+1aba129529513900/20+1aba129529513900/20+1aba129529513900/20+1ceb1202013ceb1202013ceb1202013ceb1202013ceb1202013ceb1202013c1303013c1303013c1303013c1303013c1303013c1303013d1151513d1151513d1151513d1151513d1151513d1151513e1404013e1404013e1404013e1404013e1404013e1404013kait15513kait15513kait15513kait15513kait15513kait15513dJUMLAH405.0013.0046.0018,630.00dJUMLAH405.0013.0046.0018,630.00dJUMLAH405.0013.0046.0018,630.00dJUMLAH405.0013.0046.0018,630.00dJUMLAH405.0013.0046.0018,630.00dJUMLAH405.0013.0046.0018,630.00PI2JmlPanjangTot.PjDia (cm)JML TLGPI2JmlPanjangTot.PjDia (cm)JML TLGPI2JmlPanjangTot.PjDia (cm)JML TLGPI2JmlPanjangTot.PjDia (cm)JML TLGPI2JmlPanjangTot.PjDia (cm)JML TLGPI2JmlPanjangTot.PjDia (cm)JML TLGaa129529513aa129529513aa129529513aa129529513aa129529513aa129529513kait251013kait251013kait251013kait251013kait251013kait251013JUMLAH305.0013.0046.0014,030.00JUMLAH305.0013.0046.0014,030.00JUMLAH305.0013.0046.0014,030.00JUMLAH305.0013.0046.0014,030.00JUMLAH305.0013.0046.0014,030.00JUMLAH305.0013.0046.0014,030.00PI3JmlPanjangTot.PjDia (mm)JML TLGPI3JmlPanjangTot.PjDia (mm)JML TLGPI3JmlPanjangTot.PjDia (mm)JML TLGPI3JmlPanjangTot.PjDia (mm)JML TLGPI3JmlPanjangTot.PjDia (mm)JML TLGPI3JmlPanjangTot.PjDia (mm)JML TLGaa189089013300/20+1aa189089013300/20+1aa189089013300/20+1aa189089013300/20+1aa189089013300/20+1aa189089013300/20+1JUMLAH890.0013.0032.0028,480.00JUMLAH890.0013.0032.0028,480.00JUMLAH890.0013.0032.0028,480.00JUMLAH890.0013.0032.0028,480.00JUMLAH890.0013.0032.0028,480.00JUMLAH890.0013.0032.0028,480.00BERAT BAJA TULANGAN ULIR UNTUK KG/M'BERAT BAJA TULANGAN ULIR UNTUK KG/M'BERAT BAJA TULANGAN ULIR UNTUK KG/M'BERAT BAJA TULANGAN ULIR UNTUK KG/M'BERAT BAJA TULANGAN ULIR UNTUK KG/M'BERAT BAJA TULANGAN ULIR UNTUK KG/M'DIAMETERD10D13D16D19D22D25D29D32DIAMETERD10D13D16D19D22D25D29D32DIAMETERD10D13D16D19D22D25D29D32DIAMETERD10D13D16D19D22D25D29D32DIAMETERD10D13D16D19D22D25D29D32DIAMETERD10D13D16D19D22D25D29D32Kg / M'0.6171.0401.5802.2302.9803.8505.1906.310Kg / M'0.6171.0401.5802.2302.9803.8505.1906.310Kg / M'0.6171.0401.5802.2302.9803.8505.1906.310Kg / M'0.6171.0401.5802.2302.9803.8505.1906.310Kg / M'0.6171.0401.5802.2302.9803.8505.1906.310Kg / M'0.6171.0401.5802.2302.9803.8505.1906.310BERAT BAJA TULANGAN POLOSBERAT BAJA TULANGAN POLOSBERAT BAJA TULANGAN POLOSBERAT BAJA TULANGAN POLOSBERAT BAJA TULANGAN POLOSBERAT BAJA TULANGAN POLOSBerat Jenis Baja Tulangan /BJ =7.85ton/m3Berat Jenis Baja Tulangan /BJ =7.85ton/m3Berat Jenis Baja Tulangan /BJ =7.85ton/m3Berat Jenis Baja Tulangan /BJ =7.85ton/m3Berat Jenis Baja Tulangan /BJ =7.85ton/m3Berat Jenis Baja Tulangan /BJ =7.85ton/m37,850Kg/m37,850Kg/m37,850Kg/m37,850Kg/m37,850Kg/m37,850Kg/m30.00785Kg/Cm30.00785Kg/Cm30.00785Kg/Cm30.00785Kg/Cm30.00785Kg/Cm30.00785Kg/Cm3Volume = Panjang x Luas --------------------Luas =1/4 x x D2Volume = Panjang x Luas --------------> Luas =1/4 x x D2Volume = Panjang x Luas -------------> Luas =1/4 x x D2Volume = Panjang x Luas -------------> Luas =1/4 x x D2Volume = Panjang x Luas --------------> Luas =1/4 x x D2Volume = Panjang x Luas -------------> Luas =1/4 x x D2Berat Tulangan = Volume x BJBerat Tulangan = Volume x BJBerat Tulangan = Volume x BJBerat Tulangan = Volume x BJBerat Tulangan = Volume x BJBerat Tulangan = Volume x BJBERAT TULANGAN ULIRBERAT TULANGAN ULIRBERAT TULANGAN ULIRBERAT TULANGAN ULIRBERAT TULANGAN ULIRBERAT TULANGAN ULIRDiameter 32 mmF1F2Diameter 32 mmF1F2Diameter 32 mmF1F2Diameter 32 mmF1F2Diameter 32 mmF1F2Diameter 32 mmF1F26.310276.92237.363,245.116.310276.92237.363,245.116.310276.92237.363,245.116.310276.92237.363,245.116.310276.92237.363,245.116.310276.92237.363,245.11Diameter 22 mmA1F5.4H1H2Diameter 22 mmA1F5.4H1H2Diameter 22 mmA1F5.4H1H2Diameter 22 mmA1F5.4H1H2Diameter 22 mmA1F5.4H1H2Diameter 22 mmA1F5.4H1H22.980606.2899.59115.46110.412,776.592.980470.5899.59115.46110.412,372.202.980689.0899.59115.46110.413,023.332.980716.6899.59115.46110.413,105.582.980776.4899.59115.46110.413,283.782.980702.8899.59115.46110.413,064.45Diameter 16 mmF3F4W1Diameter 16 mmF3F4W1Diameter 16 mmF3F4W1Diameter 16 mmF3F4W1Diameter 16 mmF3F4W1Diameter 16 mmF3F4W11.580225225162966.961.580225225176.4989.711.580225225183.61,001.091.580225225190.81,012.461.580225225206.41,037.111.580225225187.21,006.78Diameter 13 mmA2A3F5.1F5.2F5.3Diameter 13 mmA2A3F5.1F5.2F5.3Diameter 13 mmA2A3F5.1F5.2F5.3Diameter 13 mmA2A3F5.1F5.2F5.3Diameter 13 mmA2A3F5.1F5.2F5.3Diameter 13 mmA2A3F5.1F5.2F5.31.040389.2190.339.1243.9248.721,375.571.040342.16282.2439.1243.9248.721,422.261.040467.04228.3639.1243.9248.721,496.101.040486.5247.3939.1243.9248.721,536.131.040544.88266.4239.1243.9248.721,616.641.040486.5247.3939.1243.9248.721,536.13PI1PI2PI3PI1PI2PI3PI1PI2PI3PI1PI2PI3PI1PI2PI3PI1PI2PI3186.3140.3284.8186.3140.3284.8186.3140.3284.8186.3140.3284.8186.3140.3284.8186.3140.3284.8Diameter 10 mmW2W3Diameter 10 mmW2W3Diameter 10 mmW2W3Diameter 10 mmW2W3Diameter 10 mmW2W3Diameter 10 mmW2W30.61773.587.599.340.61779.895107.850.61784100113.530.61786.1102.5116.370.61792.4110124.880.61784100113.53BERAT TULANGAN ULIR8,463.56BERAT TULANGAN ULIR8,137.13BERAT TULANGAN ULIR8,879.15BERAT TULANGAN ULIR9,015.65BERAT TULANGAN ULIR9,307.52BERAT TULANGAN ULIR8,966.00BERAT TULANGAN POLOSBERAT TULANGAN POLOSBERAT TULANGAN POLOSBERAT TULANGAN POLOSBERAT TULANGAN POLOSBERAT TULANGAN POLOSDIAMETERKODEPanjangDiaLuasVolumeBJBerat (kg)DIAMETERKODEPanjangDiaLuasVolumeBJBerat (kg)DIAMETERKODEPanjangDiaLuasVolumeBJBerat (kg)DIAMETERKODEPanjangDiaLuasVolumeBJBerat (kg)DIAMETERKODEPanjangDiaLuasVolumeBJBerat (kg)DIAMETERKODEPanjangDiaLuasVolumeBJBerat (kg)Diameter 12 mmH3720.0120.0001130.00817,85063.89Diameter 12 mmH3720.0120.0001130.00817,85063.89Diameter 12 mmH3720.0120.0001130.00817,85063.89Diameter 12 mmH3720.0120.0001130.00817,85063.89Diameter 12 mmH3720.0120.0001130.00817,85063.89Diameter 12 mmH3720.0120.0001130.00817,85063.89H41080.0120.0001130.01227,85095.84H41080.0120.0001130.01227,85095.84H41080.0120.0001130.01227,85095.84H41080.0120.0001130.01227,85095.84H41080.0120.0001130.01227,85095.84H41080.0120.0001130.01227,85095.84BERAT TULANGAN POLOS159.73BERAT TULANGAN POLOS159.73BERAT TULANGAN POLOS159.73BERAT TULANGAN POLOS159.73BERAT TULANGAN POLOS159.73BERAT TULANGAN POLOS159.73......

Type-tulBAR BENDING DIAGRAMaaaabbbAbCDBbccaaabbabbccaEFGHIBERAT BAJA TULANGAN ULIR UNTUK KG/M'DIAMETERD10D13D16D19D22D25D29D32Kg / M'0.6171.0401.5802.2302.9803.8505.1906.310

galian tanahDEVISI 3 - Pekerjaan tanah3.1.(4) Galian Struktur dengan kedalaman 2-4 meter3.1.(5) Galian Struktur dengan kedalaman 4-6 meterJEMBATANVOLUMEPLTJUMLAH abudmentBINEHA V9.104.005.003546.00Kedalaman 4 s/d 6SINOMBAYUGA I9.104.004.002291.20Kedalaman 4 s/d 6MANGGADAA9.104.003.002218.40Kedalaman 2 s/d 4INOSOTA I9.104.005.002364.00Kedalaman 4 s/d 6MAYAMBANGA III9.104.004.002291.20Kedalaman 4 s/d 6MAMALIA II9.104.005.003546.00Kedalaman 4 s/d 6VOLUME2256.80PERHITUNGAN VOLUME PADA PONDASI SUMURANJEMBATANVOLUMETinggidiameterJumlahBINEHA V5.004.006.00377.14SINOMBAYUGA I4.004.004.00201.14MANGGADAA3.004.004.00150.86INOSOTA I5.004.004.00251.43MAYAMBANGA III4.004.004.00201.14MAMALIA II5.004.006.00377.141558.86PERHITUNGAN VOLUME timbunanJEMBATANVOLUMEBINEHA V168.86SINOMBAYUGA I90.06MANGGADAA67.54INOSOTA I112.57MAYAMBANGA III90.06MAMALIA II168.86VOLUME697.94PERHITUNGAN VOLUME timbunan pilihanJEMBATANDinding SayapVOLUMEtlpbanyaknyajumlahVOLBINEHA V :1. Lantai Jembtan0.207.0015.001.002.0042.002. Gelagar Memanjang0.850.4515.006.002.0068.853. Gelagar Melintang0.500.306.255.002.009.38120.23SINOMBAYUGA I3.004.004.0012.57MANGGADAA3.004.004.0012.57INOSOTA I3.004.004.0012.57MAYAMBANGA III3.004.004.0012.57MAMALIA II3.004.004.0012.57183.08

Sheet2R.E.FDIMENSI TULANGANPANJANGBERATBERATNO.( mm )abcdTOTALSATUANJUMLAH( kg )KET.(Cm)(Cm)(Cm)(Cm)(Cm)(kg/m)

BOQDAFTAR PERHITUNGAN KUANTITAS PER JEMBATANMATASABINEHA VMYBGA IIIMMLIA IISNMBYG IMGGDAAINST ITOTALKETERANGANPEMBAURAIANTUPRAKIRAPRAKIRAPRAKIRAPRAKIRAPRAKIRAPRAKIRAPERKIRAANYARANANKUANT.KUANT.KUANT.KUANT.KUANT.KUANT.KUANTITASabcdefghIhBAB. IU M U M1.2Mobilisasi & DemobilisasiLS1.001.001.001.001.001.001.8Pemeliharaan Arus Lalu LintasLS1.001.001.001.001.001.001.9Rekayasa LapanganLS1.001.001.001.001.001.00BAB. IIDRAINASE2.1Pekerjaan Galian Untuk Selokan Drainase & Saluran AirM32.2Pekerjaan Pasangan Batu dengan MortarM3BAB. IIIPEKERJAAN TANAH3.1 (1)Galian BiasaM33.1 (2)Galian Padas/BatuanM33.1 (3)Galian struktur dengan kedalaman 0 - 2 MM33.1 (4)Galian struktur dengan kedalaman 2 - 4 MM3218.40218.403.1 (5)Galian struktur dengan kedalaman 4 - 6M3546.00291.20546.00291.20364.002,038.403.2 (1)Timbunan BiasaM3168.8690.06168.8690.0667.54112.57697.943.2 (2)Timbunan PilihanM30.003.3Penyiapan Badan JalanM2105.00105.00105.00105.00105.00105.00630.00BAB. VPERKERASAN BERBUTIR5.1 (1)Lapis Pondasi Agregat Kelas AM321.0021.0021.0021.0021.0021.00126.005.1 (2)Lapis Pondasi Agregat Kelas BM321.0021.0021.0021.0021.0021.00126.00BAB. VIPERKERASAN ASPAL6.1(1)Lapis Resap PengikatLiter105.00105.00105.00105.00105.00105.00630.006.1(2)Lapis PerekatLiter97.8697.8675.18117.18117.18117.18622.446.3(3)Lataston-lapis aus (HRS-WC) t = 3 CmM2326.20326.20250.60390.60390.60390.602,074.806.3(4)Lataston-lapis Pondasi (HRS-Base)M33.683.683.683.683.683.6822.05BAB. VIISTRUKTUR7.1 (3)Beton K-350M3133.59133.59102.9659.3959.3959.39548.31Plat Lantai & InjakanGambar Standar7.1 (5)Beton K-250M3415.01456.62294.06468.76479.42502.532,616.40Struktur Bangunan Bawah dan dinding sayap7.1 (6)Beton K-175M320.5420.5413.5220.4020.4020.40115.80Trotoar7.1 (7)Beton Siklop K-175M3377.14301.71251.43201.14150.86276.571,558.86Isi SumuranDesain5.306626.533106.1325.27.1 (8)Beton K-125M335.3035.3023.5323.5323.5323.53164.72Lantai kerjaGambar Standar7.3 (1)Baja tulangan U 24 polosKg25,438.0025,438.0020,615.00Balok, Plat LantaiGambar Standar7.3 (2)Baja tulangan U 32 polosKg7.3 (3)Baja tulangan D 32 UlirKg7.3 (4)Baja tulangan D 39 Ulir -----> U42Kg11,631.0011,631.0011,631.00Plat Lantai7.3 (5)Baja tulangan D 48 UlirKg7.5 (1)Pemasangan Jembatan Rangka BajaKg98,563.0098,563.0098,563.00Rangka B-40Gambar Standar7.5 (2)Pengangkutan Material JembatanKg98,563.0098,563.0098,563.00Rangka B-40Gambar Standar7.7 (4)Penyediaan dinding sumuran silinder dia. 400 CmM130.0024.0020.0016.0012.0022.007.7 (8)Penurunan dinding sumuran silinder dia 400 CmM130.0024.0020.0016.0012.0022.007.9Pasangan batuM37.11Expation JoinM17.12Perletakan ElastomerikBuah7.13Sandaran Jembatan BajaM1126.40Gambar Standar7.14Papan nama jembatanBuah1.001.001.001.001.001.007.15 (1)Pembongkaran Pasangan BatuM37.15 (2)Pembongkaran BetonM3140.84127.44130.61122.22128.59143.687.15 (5)Pembongkaran rangka bajaM2214.50214.50210.00214.50214.50420.007.15 (6)Pembongkaran Balok Baja (Steel Stringers)M17.15 (7)Pembongkaran lantai jembatan kayuM2115.50115.50115.50180.007.15 (8)Pembongkaran Jembatan kayuM2BAB. VIIIPENGEMBALIAN KONDISI DAN PEKERJAAN MINOR8.4 (2)Marka Jalan termoplastikM28.4 (5)Patok PengarahBuah

DIV-1,2,3MATASABINEHA VSINOMBAYUGA IMANGGADAAINOSOTA IMAYAMBANGA IIIMAMALIA IITOTALPEMBAURAIANTUPERKIRAANPERKIRAANPERKIRAANPERKIRAANPERKIRAANPERKIRAANPERKIRAANYARANANKUANTITASKUANTITASKUANTITASKUANTITASKUANTITASKUANTITASKUANTITASabcdefghIhBAB. IU M U M1.2MobilisasiLsBAB. IIDRAINASE2.1Pekerjaan Galian Untuk SelokanM3Drainase Dan Saluran Air2.2Pekerjaan Pasangan Batu Dengan MortarM32.3 (1)Gorong2 Pipa Beton Bertulang Dia dalam < 45 CmM12.3 (2)Gorong2 Pipa Beton Bertulang Dia dalam 45 - 75 CmM12.3 (3)Gorong2 Pipa Beton Bertulang Dia dalam 75 - 120 CmM12.3 (4)Gorong-gorong Pipa Baja BergelombangTon2.3 (5)Gorong-Gorong Pipa Beton tanpa TulanganM1Dia. Dalam 20 cm2.3 (6)Gorong-Gorong Pipa Beton tanpa TulanganM1Dia. Dalam 25 cm2.3 (7)Gorong-Gorong Pipa Beton tanpa TulanganM1Dia. Dalam 30 cm2.4 (1)Timbunan Porous atau bahan PenyaringM32.4 (2)Anyaman Filter PlastikM22.4 (3)Pipa berlubang banyak (Perforated Pipe)M1Untuk pekerjaan drainase bawah permukaanBAB. IIIPEKERJAAN TANAH3.1 (1)Galian BiasaM33.1 (2)Galian Padas/BatuanM33.1 (3)Galian struktur dengan kedalaman 0 - 2 MM33.1 (4)Galian struktur dengan kedalaman 2 - 4 MM33.1 (5)Galian struktur dengan kedalaman 4 - 6 MM33.1 (6)Galian Perkerasan beraspal dengan Cold Milling MachineM33.1 (7)Galian Perkerasan beraspal tanpa Cold Milling MachineM33.1 (8)Biaya tambahan untuk pengangkutan Bahan GalianM3/KMyang melebihi 5 KM3.2 (1)Timbunan BiasaM33.2 (2)Timbunan PilihanM33.2 (3)Timbunan Pilihan diatas tanah rawaM3(diukur diatas bak truck)3.3Penyiapan Badan JalanM2

DIV-4,5,6MATASABINEHA VSINOMBAYUGA IMANGGADAAINOSOTA IMAYAMBANGA IIIMAMALIA IITOTALPEMBAURAIANTUPERKIRAANPERKIRAANPERKIRAANPERKIRAANPERKIRAANPERKIRAANPERKIRAANYARANANKUANTITASKUANTITASKUANTITASKUANTITASKUANTITASKUANTITASKUANTITASabcdefghIhBAB. IVPELEBARAN PERKERASANDAN BAHU JALAN4.2 (1)Lapis Pondasi Agregat Kelas AM34.2 (2)Lapis Pondasi Agregat Kelas BM34.2 (3)Lapis Pondasi semen tanahM34.2 (4)Semen untuk lapis pondasi semen tanahTon4.2 (5)Laburan asphal satu lapis (BURTU)M24.2 (6)Bahan Aspal Untuk Pekerjaan PelaburanLiter4.2 (7)Lapis Resap PengikatLiterBAB. VPERKERASAN BERBUTIR5.1 (1)Lapis Pondasi Agregat Kelas AM35.1 (2)Lapis Pondasi Agregat Kelas BM35.2 (1)Lapis Pondasi Kelas CM35.4 (1)Semen Untuk lapis Pondasi semen tanahTon5.4 (2)Lapis Pondasi semen TanahM3BAB. VIPERKERASAN ASPAL6.1(1)Lapis Resap PengikatLiter6.1(2)Lapis PerekatLiter6.2(1)Agregat Penutup BurtuM26.2(2)Agregat Penutup BurdaM26.2(3)Bahan Aspal Untuk Pekerjaan PelaburanLiter6.3(1)Latasir (SS) Kelas AM26.3(2)Latasir (SS) Kelas BM26.3(3)Lataston-lapis aus (HRS-WC)M2221.20221.20145.602401806.3(4)Lataston-lapis Pondasi (HRS-Base)M36.3(5)Laston-lapis aus (AC-WC)M26.3(6)Laston-lapis pengikat (AC-BC)M36.3(7)Laston-lapis pondasi (AC-Base)M36.4(1)LasbutagM26.4(2)Latasbusir Kelas AM26.4(3)Latasbusir Kelas BM26.4(4)Bitumen AsbutonTon6.4(5)Bitumen bahan peremajaTon6.4(6)Bahan Anti-StrippingLiter6.5Asphal campuran dingin untuk pelapisan kembali6.6Lapis Penetrasi MacadamM2