opname mandor (bl-1l)

Opname Sub (BL-1l) 9 (2)ItemDescriptionVolume UnitHarga Sat RpTotal RpOpname PeriodeSket & Perhitungan BL 1Ls/d Mg LaluMg Inis/d Mg. ini

II.3 - 4II.3 STRUCTURE WORKII.3 - 4.1V = A1 * L = 18.08 * 5.74 = 103.78 M3ii.3 - 1 Excvation for Structure0.0II.3 - 4.2V = A2 * L = 12.34 * 5.49 = 67.75 M3II.3 - 2 Compacted backfill for StructureCu.m15,000.000.00.0II.3 - 4.3V = A3 * L = 0.39 * 5.9 = 2.301 M3II.3 - 3 Concrete, Type A ( K - 225 )0.0Cu.m1,050,000.000.00.0Total = 38.33 M3II.3 - 4 Concrete, Type B ( K - 175 )38.33Cu.m850,000.0032,580,500.0071.4038.33109.73ii.3 - 5 Concrete, Type C ( K - 125 )3.29Cu.m750,000.002,467,500.007.323.2910.61II.3 - 5II.3 - 6 Form for Concrete147.54Sq.m92,500.0013,647,450.00319.68147.54467.22II.3 - 5.1V = A * L = 0.61* 5.39= 3.29 M3II.3 - 7 Reinforcement steel bars ( deformed )2,861.39kg9,900.0028,327,761.005,049.722,861.397,911.11Total = 3.29 m3II.3 - 8 Gabion MattressCu.m300,000.000.00.0II.3 - 9 PVC, Water Stop ( W = 20 Cm )14.30M150,000.002,145,000.0033.6014.3047.90II.3 - 10 Elastic Filler for Expantion JointSq.m0.00.0147.54II.3 - 11 Joint sealant for expantion JointM0.00.0II.3 - 12 Oil Paint for Conctraction joint5.95Sq.m26,535.10157,883.8511.915.9517.86II.3 - 13 Dowel Bar, dia - 19 mm, L = 1.00 m inccluding PVC Pipe, dia 25 mm, L = 0.50 m for Expantion Joint and Contraction Joint73.00Nos1,400.00102,200.0073.0073.00146.00

II.3 -14PVC pipe, dia 75 mm for Bridge73.00M0.073.0073.00Kll:(0.34+2.10+0.28+2.10+0.28+2.10+0.34 = 7.54 mII.3 - 15 Galvanized steel pipe, diameter 75 mm for Handrail of Bridge0.00.00.0 II.3 - 6p:5.74m0.00.0 II.3 - 6.1A = A*n =(18.08)*2= 36.16m2A2:43.2796m20.00.0 II.3 - 6.2A = K*P = (7.54*5.74)*2 = 86.6 m2II.3 - 16Step Bar ( dia 19 mm, round bar )0.00.00.0 II.3 - 6.3A = A3*P = (0.39*2) = 0.78 m2A inside:A2 x 2:43.3 x 2:86.6m2II.3 - 17 Micellaneous steel works0.00.00.0 II.3 - 6.4A = A4*n = (15.85*1) = 15.85 m2II.3 - 18 Sand and Grevel for soft foundation during constuction0.00.00.0 II.3 - 6.5A = A5*n = (5.95*1) = 5.95 m20.00.0 II.3 - 6.6A = A6*P = (0.61*2) = 1.22 m20.00.0 II.3 - 6.7A = l*P*n = (0.1*5.49*2) = 0.98 m2II.3 - 19 Bearing pad ( rubber ) for Aqueduct0.00.00.0Total = 147.54m2II.3 - 20 Bearing shoe for Bridge : fx0.00.00.0A1:18.08m2x2:36.16m2II.3 - 21 Bearing shoe for Bridge : Mv0.00.00.0A3:0.39m2x2:0.78m2II.3 - 22 Staff gauge t = 2 mm ( Almunium Plate )0.00.00.0A4:15.85m2II.3 - 23 Gravel Pavement for structure0.00.00.0 II.3 - 7( See Drawing )A5:1 X 5.95 = 5.95m2II.3 - 24 Asphalt Pavement for National Road ( t = 0.15 m )0.00.00.0V = Block 8 = 2681,39Kg0.00.0Total = 2681,39 KgAtotal:145.34m20.00.0II.3 - 25 Base Coarse for asphalt pavement of National Road ( t = 0.30 m )0.00.00.0 II.3 - 9 V = Water Stop = 14,3 * 1 = 14,3 M'0.00.0 II.3 - 12V = Oil Paint for Construction Joint = 5,95*1 = 5,95 m20.00.0 II.3 - 13 V = Dowel Bar D - 19 including PVC Pipe = 73 NosTotal Rp79,428,294.85

Lempuing, 14 Nov 2013Diketahui oleh,dihitung oleh,diajukan oleh,

Wahyudi,SPL.SoelistyoPargitoManajer KomersialSM.StrukturSub.Kont

Opname Sub (BL-1l) 8ItemDescriptionVolume UnitHarga Sat RpTotal RpOpname PeriodeSket & Perhitungan BL 1L(Sect 8)s/d Mg LaluMg Inis/d Mg. ini

II.3 - 4II.3 STRUCTURE WORKII.3 - 4.1V = A * L = 5,95 * 12 = 71.4 M3ii.3 - 1 Excvation for Structure316.26Cu.m27,500.008,697,150.000.0Total = 71.4 M371.4II.3 - 2 Compacted backfill for StructureCu.m15,000.000.00.0II.3 - 3 Concrete, Type A ( K - 225 )0.0Cu.m1,050,000.000.00.0II.3 - 5II.3 - 4 Concrete, Type B ( K - 175 )71.40Cu.m850,000.0060,690,000.0071.4071.40II.3 - 5.1V = A * L = 0.61* 12 = 7.32 M3ii.3 - 5 Concrete, Type C ( K - 125 )7.32Cu.m750,000.005,490,000.007.327.32Total = 7.32 m3II.3 - 6 Form for Concrete319.68Sq.m92,500.0029,570,400.00319.68319.68II.3 - 7 Reinforcement steel bars ( deformed )5,049.72kg9,900.0049,992,228.005,049.725,049.72II.3 - 8 Gabion Mattress0.0Cu.m300,000.000.00.0 II.3 - 6II.3 - 9 PVC, Water Stop ( W = 20 Cm )33.60M150,000.005,040,000.0033.6033.60 II.3 - 6.1A = p*l*n =(5.90)*12*2= 141.6 m2II.3 - 10 Elastic Filler for Expantion JointSq.m0.00.0 II.3 - 6.2A = K*P = (14.84*12) = 178.08 m2II.3 - 11 Joint sealant for expantion JointM0.00.0Total = 319.68m2II.3 - 12 Oil Paint for Conctraction joint11.91Sq.m26,535.10316,033.0411.9111.91II.3 - 13 Dowel Bar, dia - 19 mm, L = 1.00 m inccluding PVC Pipe, dia 25 mm, L = 0.50 m for Expantion Joint and Contraction Joint73.00Nos1,400.00102,200.0073.0073.00

II.3 - 7( See Drawing )II.3 -14PVC pipe, dia 75 mm for Bridge73.00M0.073.0073.00V = Block 8 = 5049.72 KgII.3 - 15 Galvanized steel pipe, diameter 75 mm for Handrail of Bridge0.00.00.0Total = 5049.72Kg0.00.00.00.0 II.3 - 9 V = Water Stop = 16,8 * 2 = 33.60 M'II.3 - 16Step Bar ( dia 19 mm, round bar )0.00.00.0 II.3 - 12V = Oil Paint for Construction Joint = 5,95*2 = 11,91 m2II.3 - 17 Micellaneous steel works0.00.00.0 II.3 - 13 V = Dowel Bar D - 19 including PVC Pipe = 73 NosII.3 - 18 Sand and Grevel for soft foundation during constuction0.00.00.00.00.00.00.0II.3 - 19 Bearing pad ( rubber ) for Aqueduct0.00.00.0II.3 - 20 Bearing shoe for Bridge : fx0.00.00.0II.3 - 21 Bearing shoe for Bridge : Mv0.00.00.0II.3 - 22 Staff gauge t = 2 mm ( Almunium Plate )0.00.00.0II.3 - 23 Gravel Pavement for structure0.00.00.0II.3 - 24 Asphalt Pavement for National Road ( t = 0.15 m )0.00.00.00.00.00.00.0II.3 - 25 Base Coarse for asphalt pavement of National Road ( t = 0.30 m )0.00.00.00.00.00.00.0Total Rp159,898,011.04

Lempuing, 14 Nov 2013Diketahui oleh,dihitung oleh,diajukan oleh,

Wahyudi,SPL.SoelistyoPargitoManajer KomersialSM.StrukturSub.Kont

Opname SubItemDescriptionVolume UnitHarga Sat RpTotal RpOpname PeriodeSket & Perhitungan BL 1os/d Mg LaluMg Inis/d Mg. ini

II.3 STRUCTURE WORKII.3 - 1V = A * L = 4.7653 * 47.90 = 228.26 M3ii.3 - 1 Excvation for Structure228.26Cu.m27,500.006,277,150.00171.07171.07II.3 - 4II.3 - 2 Compacted backfill for Structure68.56Cu.m15,000.001,028,400.000.00.0II.3 - 4.1V = A * L = 3.335 *47 90 = 159.75 M3II.3 - 3 Concrete, Type A ( K - 225 )0.0Cu.m1,050,000.000.00.00.0II.3 - 4.2V = A * L = 8.42 * 0.20 = 1.68 M3II.3 - 4 Concrete, Type B ( K - 175 )173.21Cu.m850,000.00147,228,500.00128.46128.46II.3 - 4.3V = A * L = 17.62 * 0.20 * 2= 7.05 M3ii.3 - 5 Concrete, Type C ( K - 125 )14.95Cu.m750,000.0011,212,500.006.566.56Total = 168.48 M3II.3 - 6 Form for Concrete653.83Sq.m92,500.0060,479,275.00559.23559.23II.3 - 5II.3 - 7 Reinforcement steel bars ( deformed )16,477.00kg9,900.00163,122,300.0015,553.7715,553.77II.3 - 5.1V = A * L = 0.170* 47.90 = 8.14 M3II.3 - 8 Gabion Mattress0.0Cu.m300,000.000.00.00.0II.3 - 5.2V = A * L = 0.42* 0.2 *2 = 0.17 M3II.3 - 9 PVC, Water Stop ( W = 20 Cm )28.20M150,000.004,230,000.0028.2028.20II.3 - 5.3V = V * L = 0.72 * 0.20 * 2 = 0.29 M3II.3 - 10 Elastic Filler for Expantion Joint100.00Sq.m0.00.00.0Total = 8.60 M3II.3 - 11 Joint sealant for expantion Joint200.00M0.00.00.0II.3 - 12 Oil Paint for Conctraction joint10.01Sq.m26,535.10265,616.359.999.99II.3 - 13 Dowel Bar, dia - 19 mm, L = 1.00 m inccluding PVC Pipe, dia 25 mm, L = 0.50 m for Expantion Joint and Contraction Joint144.00Nos1,400.00201,600.000.00.0144.00144.000.00.0 II.3 - 6II.3 -14PVC pipe, dia 75 mm for Bridge40.00M0.00.00.0 II.3 - 6.1V = A * L = (( 2.70*2)+ ( 1.70*3)+( 0.21*4))*47.90 = 543.19 M2II.3 - 15 Galvanized steel pipe, diameter 75 mm for Handrail of Bridge11.00Ton0.00.00.0 II.3 - 6.2V = A * L = (( 0.29*2)+(0.10*2))*47.90 = 10.16 M20.00.0 II.3 - 6.3V = A * L = (( 0.42*2)+(0.10*0.40*2))*2 = 2.84 M20.00.0 II.3 - 6.4 V = A * L = (( 0.72*2)+(010*0.40*2))*2 = 3.04 M2II.3 - 16Step Bar ( dia 19 mm, round bar )1.00Ton0.00.00.0Total = 559.23 M2II.3 - 17 Micellaneous steel works4.00Ton0.00.00.0II.3 - 18 Sand and Grevel for soft foundation during constuction1,200.00Cu.m0.00.00.0 II.3 - 7( See Drawing )0.00.0V = Block 1 = 3641.88 Kg0.00.0V = Block 2 = 3641.88 KgII.3 - 19 Bearing pad ( rubber ) for Aqueduct12.00Set0.00.00.0V = Block 3 & 4 = 7232.21 KgII.3 - 20 Bearing shoe for Bridge : fx8.00Set0.00.00.0V = Wing Wall In & Out = 812.86 KgII.3 - 21 Bearing shoe for Bridge : Mv8.00Set0.00.00.0V = Cut Off = 224.94 KgII.3 - 22 Staff gauge t = 2 mm ( Almunium Plate )15.00M0.00.00.0Total = 15,553.77 KgII.3 - 23 Gravel Pavement for structure100.00Cu.m0.00.00.0 II.3 - 8V = Gabion Mattress = 6.00* 2 = 12.00 M3II.3 - 24 Asphalt Pavement for National Road ( t = 0.15 m )100.00Sq.m0.00.00.0 II.3 - 9 V = Water Stop = 9.40 * 3 = 28.20 M'0.00.0 II.3 - 12V = Oil Paint for Construction Joint = 3.33 *3 = 9.99 M20.00.0 II.3 - 13 V = Dowel Bar D - 19 including PVC Pipe = 144 NosII.3 - 25 Base Coarse for asphalt pavement of National Road ( t = 0.30 m )200.00Cu.m0.00.00.00.00.00.00.0Total Rp394,045,341.35

Lempuing, 10 Juli 2013Diketahui oleh,dihitung oleh,diajukan oleh,

Wahyudi,SPL.SoelistyoGiyantoManajer KomersialSM.StrukturSub.Kont

ItemDescriptionVolume UnitHarga Sat RpTotal RpOpname PeriodeSket & Perhitungan BL 3a's/d Mg LaluMg Inis/d Mg. ini

II.3 - 1 ( Excavation for Structure )II.3 STRUCTURE WORK V =241.53M3II.3 - 1 Excvation for Structure241.53Cu.m27,500.006,642,187.75124.89124.89II.3 - 4 ( Concrete Type B, K - 175 )II.3 - 2 Compacted backfill for Structure0.0Cu.m15,000.000.00.00.0BodyV =45.955M3II.3 - 3 Concrete, Type A ( K - 225 )0.0Cu.m1,050,000.000.00.00.0C.offV =2.632M3II.3 - 4 Concrete, Type B ( K - 175 )58.11Cu.m850,000.0049,394,350.0030.4930.49WW.inV =1.820M3II.3 - 5 Concrete, Type C ( K - 125 )8.35Cu.m750,000.006,265,425.003.993.99WW.outV =1.436M3II.3 - 6 Form for Concrete293.97Sq.m92,500.0027,192,456.25139.53139.53TW.inV =2.940M3II.3 - 7 Reinforcement steel bars ( deformed )5,544.65kg9,900.0054,892,035.003,123.033,123.03FwinV =0.124M3II.3 - 8 Gabion Mattress7.04Cu.m300,000.002,112,000.000.00.0TW.outV =2.324M3II.3 - 9 PVC, Water Stop ( W = 20 Cm )10.50M150,000.001,575,000.0010.0010.00FW.InV =0.880M3II.3 - 10 Elastic Filler for Expantion Joint0.0Sq.m0.00.00.0Total =58.111M3II.3 - 11 Joint sealant for expantion Joint0.0M0.00.00.0II.3 - 5 ( Concrete Type C, K - 125 )II.3 - 6 ( Form for Concrete )II.3 - 12 Oil Paint for Conctraction joint2.60Sq.m26,535.1068,991.261.301.30BodyV =6.010M3BodyV =210.333M2II.3 - 13 Dowel Bar, dia - 19 mm, L = 1.00 m inccluding PVC Pipe, dia 25 mm, L = 0.50 m for Expantion Joint and Contraction Joint56.00Nos1,400.0078,400.000.00.0C.offV =0.128M3C.offV =14.360M256.0056.00WW.inV =0.208M3WW.inV =36.400M20.00.0TW.inV =1.176M3TW.inV =8.920M2II.3 -14PVC pipe, dia 75 mm for Bridge40.00M0.00.00.0FwinV =0.104M3FwinV =6.200M2II.3 - 15 Galvanized steel pipe, diameter 75 mm for Handrail of Bridge11.00Ton0.00.00.0WW.outV =0.160M3WW.outV =4.400M20.00.0TW.outV =0.392M3TW.outV =8.960M20.00.0FW.OutV =0.176M3FW.OutV =4.400M2II.3 - 16Step Bar ( dia 19 mm, round bar )1.00Ton0.00.00.0Total8.354M3Total293.973M2II.3 - 17 Micellaneous steel works4.00Ton0.00.00.0II.3 - 18 Sand and Grevel for soft foundation during constuction1,200.00Cu.m0.00.00.0 II.3 - 7 ( Reinforcement Steel Bars, See you Drawing Approval )0.00.0Block 11569.29Kg0.00.0Block 21617.71KgII.3 - 19 Bearing pad ( rubber ) for Aqueduct12.00Set0.00.00.0Block 31505.32KgII.3 - 20 Bearing shoe for Bridge : fx8.00Set0.00.00.0T.Wall316.52KgII.3 - 21 Bearing shoe for Bridge : Mv8.00Set0.00.00.0W.Wal373.4KgII.3 - 22 Staff gauge t = 2 mm ( Almunium Plate )15.00M0.00.00.0C.off162.41KgII.3 - 23 Gravel Pavement for structure100.00Cu.m0.00.00.0Total5544.65KgII.3 - 24 Asphalt Pavement for National Road ( t = 0.15 m )100.00Sq.m0.00.00.00.00.00.00.0 II.3 - 8Gabion MattressV =7.04M3II.3 - 25 Base Coarse for asphalt pavement of National Road ( t = 0.30 m )200.00Cu.m0.00.00.0 II.3 - 9 Water Stop ( B = 20 Cm )V =10M'0.00.0 II.3 - 12Oil Paint for Construction Joint V =2.6M20.00.0 II.3 - 13 Dowel Bar D - 19 including PVC Pipe V =56NosTotal Rp148,220,845.26


Wahyudi,SPL.SoelistyoKemisManajer KomersialSM.StrukturSub.Kont

ItemDescriptionVolume UnitHarga Sat RpTotal RpOpname PeriodeSket & Perhitungan BL 2cs/d Mg LaluMg Inis/d Mg. ini

II.3 STRUCTURE WORKII.3 - 1( Excavation for Structure )Excvt StrctII.3 - 1 Excvation for Structure191.74Cu.m27,500.005,272,823.27150.66150.66V =191.74M3150.655028II.3 - 2 Compacted backfill for Structure0.0Cu.m15,000.000.00.00.0II.3 - 4 ( Concrete Type B, K - 175 )Opn iniII.3 - 3 Concrete, Type A ( K - 225 )0.0Cu.m1,050,000.000.00.00.0Type BType CII.3 - 4 Concrete, Type B ( K - 175 )59.83Cu.m850,000.0050,852,950.0036.2736.27BodyV =47.671M331.031II.3 - 5 Concrete, Type C ( K - 125 )8.58Cu.m750,000.006,433,725.004.794.79C.offV =2.632M31.316II.3 - 6 Form for Concrete301.83Sq.m92,500.0027,918,951.25159.79159.79WW.inV =1.820M3II.3 - 7 Reinforcement steel bars ( deformed )5,683.66kg9,900.0056,268,234.003,684.743,684.74WW.outV =1.436M30.718II.3 - 8 Gabion Mattress7.04Cu.m300,000.002,112,000.000.00.0TW.inV =2.940M3II.3 - 9 PVC, Water Stop ( W = 20 Cm )10.00M150,000.001,500,000.0010.0010.00FwinV =0.124M3II.3 - 10 Elastic Filler for Expantion Joint0.0Sq.m0.00.00.0TW.outV =2.324M32.324II.3 - 11 Joint sealant for expantion Joint0.0M0.00.00.0FW.outV =0.880M30.880II.3 - 12 Oil Paint for Conctraction joint2.60Sq.m26,535.1068,991.261.301.30Total V =59.83M336.269II.3 - 13 Dowel Bar, dia - 19 mm, L = 1.00 m inccluding PVC Pipe, dia 25 mm, L = 0.50 m for Expantion Joint and Contraction Joint56.00Nos1,400.0078,400.0056.0056.000.00.00.00.0II.3 - 5 ( Concrete Type C, K - 125 )II.3 - 6 ( Form for Concrete )Type CFormII.3 -14PVC pipe, dia 75 mm for Bridge40.00M0.00.00.0BodyV =6.234M3BodyV =218.187M24.0579142.0265II.3 - 15 Galvanized steel pipe, diameter 75 mm for Handrail of Bridge11.00Ton0.00.00.0C.offV =0.128M3C.offV =14.360M20.00.0WW.inV =0.208M3WW.inV =36.400M20.00.0TW.inV =1.176M3TW.inV =8.920M2II.3 - 16Step Bar ( dia 19 mm, round bar )1.00Ton0.00.00.0FwinV =0.104M3FwinV =6.200M2II.3 - 17 Micellaneous steel works4.00Ton0.00.00.0WW.outV =0.160M3WW.outV =4.400M20.1604.400II.3 - 18 Sand and Grevel for soft foundation during constuction1,200.00Cu.m0.00.00.0TW.outV =0.392M3TW.outV =8.960M20.3928.9600.00.0FW.OutV =0.176M3FW.OutV =4.400M20.1764.4000.00.0Total8.578M3Total301.827M24.7863159.7865II.3 - 19 Bearing pad ( rubber ) for Aqueduct12.00Set0.00.00.0II.3 - 20 Bearing shoe for Bridge : fx8.00Set0.00.00.0 II.3 - 7 ( Reinforcement Steel Bars, See you Drawing Approval )DeformII.3 - 21 Bearing shoe for Bridge : Mv8.00Set0.00.00.0Block 11,596.67KgII.3 - 22 Staff gauge t = 2 mm ( Almunium Plate )15.00M0.00.00.0Block 21,579.37Kg1,579.37II.3 - 23 Gravel Pavement for structure100.00Cu.m0.00.00.0Block 31,703.12Kg1,703.12II.3 - 24 Asphalt Pavement for National Road ( t = 0.15 m )100.00Sq.m0.00.00.0T.Wall268.69Kg134.350.00.0W.Wal373.40Kg186.700.00.0C.off162.41Kg81.21II.3 - 25 Base Coarse for asphalt pavement of National Road ( t = 0.30 m )200.00Cu.m0.00.00.0Total5,683.66Kg3,684.740.00.0 II.3 - 8Gabion MattressV =7.04M300.00.0 II.3 - 9 Water Stop ( B = 20 Cm )V =10M'10Total Rp150,506,074.78 II.3 - 12Oil Paint for Construction Joint V =2.6M21.3 II.3 - 13 Dowel Bar D - 19 including PVC Pipe V =56Nos56



ItemDescriptionVolume UnitHarga Sat RpTotal RpOpname PeriodeSket & Perhitungan BL 2bs/d Mg LaluMg Inis/d Mg. ini

II.3 STRUCTURE WORKII.3 -1 ( Excavation for Structure )II.3 - 1V = A * L = 4.3755 * 37.15 = 162.55 M3II.3 - 1 Excvation for Structure162.55Cu.m27,500.004,470,125.0000.00.0V =162.55M3II.3 - 4II.3 - 2 Compacted backfill for Structure0.0Cu.m15,000.000.00.00.0BodyII.3 - 4.1V = A * L = 1.295 *37.15 = 48.11 M3II.3 - 3 Concrete, Type A ( K - 225 )0.0Cu.m1,050,000.000.00.00.0II.3 - 4 ( Concrete Type B, K - 175 )COII.3 - 4.2V = A * L = 6.58 * 0.20 = 1.36 M3II.3 - 4 Concrete, Type B ( K - 175 )93.34Cu.m850,000.0079,336,322.5000.00.0BodyV =48.11M3WW.InII.3 - 4.3V = A * L = 11.96 * 0.20 = 2.39 M3II.3 - 5 Concrete, Type C ( K - 125 )11.19Cu.m750,000.008,393,925.0000.00.0COV =13.16M3T.InII.3 - 4.4V = A * L = 8.1896 * 2.80 = 22.93 M3II.3 - 6 Form for Concrete365.18Sq.m92,500.0033,779,242.5000.00.0WW.InV =2.39M3F.InII.3 - 4.5V = A * L = 4.40 * 0.20 = 0.88 M3II.3 - 7 Reinforcement steel bars ( deformed )6,154.97kg9,900.0060,934,203.0000.00.0T.InV =22.93M3WwoutII.3 - 4.6V = A * L = 10.27* 0.20 = 2.05 M3II.3 - 8 Gabion Mattress14.00Cu.m300,000.004,200,000.0000.00.0F.InV =0.88M3TW.outII.3 - 4-7V = A * L = 0.4968*0.25 = 2.34 M3II.3 - 9 PVC, Water Stop ( W = 20 Cm )10.00M150,000.001,500,000.0000.00.0WwoutV =2.05M3II.3 - 4.8V = A * L = 3.1988*0.20 = 0.64 M3II.3 - 10 Elastic Filler for Expantion Joint0.0Sq.m0.00.00.0TW.outV =2.33M3II.3 - 4.9V = A * L = 0.77*0.20 = 1.23 M3II.3 - 11 Joint sealant for expantion Joint0.0M0.00.00.0V =0.64M3II.3 - 4 10V = A * L = 3.41*0.20 = 0.68 M3II.3 - 12 Oil Paint for Conctraction joint2.93Sq.m26,535.1077,747.8400.00.0V =0.15M3Total = 82.61 M3II.3 - 13 Dowel Bar, dia - 19 mm, L = 1.00 m inccluding PVC Pipe, dia 25 mm, L = 0.50 m for Expantion Joint and Contraction Joint56.00Nos1,400.0078,400.000.00.0V =0.68M3II.3 - 500.00.0Total93.34M3II.3 - 5.1V = A * L = 0.170* 37.15 = 6.32 M30.00.0 II.3 - 5 (Concrete Type C, K - 125 )II.3 - 6 ( Form for Concrete )II.3 - 5.2V = A * L = 0.32* 0.2 *2 = 0.13 M3II.3 -14PVC pipe, dia 75 mm for Bridge40.00M0.00.00.0BodyV =6.23M3BodyV =220.67M2II.3 - 5.3V = V * L = 0.74 * 0.20 = 0.15 M3II.3 - 15 Galvanized steel pipe, diameter 75 mm for Handrail of Bridge11.00Ton0.00.00.0C.offV =0.13M3C.offV =63.17M20.00.0WW.inV =0.21M3WW.inV =15.32M2 II.3 - 6.1V = A * L = (( 1.50*2)+ ( 0.70*3)+( 0.21*4))*37.15 = 220.67 M2( Body In & Out )0.00.0TW.inV =1.18M3TW.inV =18.808M2 II.3 - 6.2V = A * L = (( 0.32*2)+(0.10*2))*37.15 = 31.21 M2( LC Body )II.3 - 16Step Bar ( dia 19 mm, round bar )1.00Ton0.00.00.0FwinV =0.10M3WW.outV =10.52M2 II.3 - 6.3V = A * L = (( 0.32*2)+(0.10*0.40*2))*2 = 1.44 M2( LC Cut Off )II.3 - 17 Micellaneous steel works4.00Ton0.00.00.0WW.outV =1.96M3TW.OutV =36.69M2 II.3 - 6.4 V = A * L = (( 0.72*2)+(010*0.40*2))*2 = 3.04 M2( LC W.Wall )II.3 - 18 Sand and Grevel for soft foundation during constuction1,200.00Cu.m0.00.00.0TW.OutV =1.22M3TotalV =365.18M2 II.3 - 6.5V = A * L = (( 6.58*2)+(3.00*0.2*2))*2 = 38.40 M2 ( Cut Off )0.00.0V =0.16M3 II.3 - 6.6V = A * L = ((9.60-2.42)+(7.20-2.42)+(2.40*0.20*4)= 13.88 M2( W.Wall in & Out )0.00.0Total V =11.19M3Total = 308.64 M2II.3 - 19 Bearing pad ( rubber ) for Aqueduct12.00Set0.00.00.0 II.3 - 7( See Drawing )II.3 - 20 Bearing shoe for Bridge : fx8.00Set0.00.00.0 II.3 - 7 ( Reinforcement Steel Bars, See you Drawing Approval )V = Block 1 = 946.14 KgII.3 - 21 Bearing shoe for Bridge : Mv8.00Set0.00.00.0Block 1946.14KgV = Block 2 = 877.23 KgII.3 - 22 Staff gauge t = 2 mm ( Almunium Plate )15.00M0.00.00.0Block 2877.23KgV = Block 3 = 3410.25 KgII.3 - 23 Gravel Pavement for structure100.00Cu.m0.00.00.0Block 33,410.25KgV = Wing Wall In & Out = 305.18 KgII.3 - 24 Asphalt Pavement for National Road ( t = 0.15 m )100.00Sq.m0.00.00.0T.Wall453.76KgV = Cut Off = 162.41 Kg0.00.0W.Wal305.18KgV = T.Wall = 453.76 Kg0.00.0C.off162.41KgTotal = 6154.97 KgII.3 - 25 Base Coarse for asphalt pavement of National Road ( t = 0.30 m )200.00Cu.m0.00.00.0Total6,154.97Kg II.3 - 8V = Gabion Mattress = 3.50*2*2 = 14.00 M30.00.0 II.3 - 8Gabion MattressV =14.00M3 II.3 - 9 V = Water Stop = 5.25*2 = 10.50 M'0.00.0 II.3 - 9 Water Stop ( B = 20 Cm )V =10.00M' II.3 - 12V = Oil Paint for Construction Joint = 1.465*2 = 2.93 M2Total Rp192,769,965.84 II.3 - 12Oil Paint for Construction Joint V =2.60M2 II.3 - 13 V = Dowel Bar D - 19 including PVC Pipe = 56 Nos II.3 - 13 Dowel Bar D - 19 including PVC Pipe V =56.00Nos



ItemDescriptionVolume UnitHarga Sat RpTotal RpOpname PeriodeSket & Perhitungan BL 1bs/d Mg LaluMg Inis/d Mg. ini

II.3 STRUCTURE WORKII.3 - 1 ( Excavation for Structure )II.3 - 1 Excvation for Structure284.55Cu.m27,500.007,825,007.8500.00.0 V =284.55M3II.3 - 2 Compacted backfill for Structure0.0Cu.m15,000.000.00.00.0II.3 - 4II.3 - 3 Concrete, Type A ( K - 225 )0.0Cu.m1,050,000.000.00.00.0BodyV =83.06M3II.3 - 4 Concrete, Type B ( K - 175 )93.31Cu.m850,000.0079,309,318.0000.00.0COV =2.27M3II.3 - 5 Concrete, Type C ( K - 125 )11.81Cu.m750,000.008,858,925.0000.00.0WW.InV =1.76M3II.3 - 6 Form for Concrete449.61Sq.m92,500.0041,588,777.0000.00.0T.InV =2.63M3II.3 - 7 Reinforcement steel bars ( deformed )9,202.17kg9,900.0091,101,483.0000.00.0F.InV =1.37M3II.3 - 8 Gabion Mattress22.50Cu.m300,000.006,750,000.0000.00.0WwoutV =0.61M3II.3 - 9 PVC, Water Stop ( W = 20 Cm )12.38M150,000.001,856,250.0000.00.0TW.outV =1.60M3II.3 - 10 Elastic Filler for Expantion Joint0.0Sq.m0.00.00.0TotalV =93.31M3II.3 - 11 Joint sealant for expantion Joint0.0M0.00.00.0II.3 - 12 Oil Paint for Conctraction joint12.38Sq.m26,535.10328,371.8600.00.0II.3 - 6 ( Form for Concrete )II.3 - 13 Dowel Bar, dia - 19 mm, L = 1.00 m inccluding PVC Pipe, dia 25 mm, L = 0.50 m for Expantion Joint and Contraction Joint120.00Nos1,400.00168,000.000.00.0BodyV =333.00M200.00.0COV =46.70M20.00.0II.3 - 5 ( Concrete Type C, K - 125 )WW.InV =18.53M2II.3 -14PVC pipe, dia 75 mm for Bridge40.00M0.00.00.0BodyV =11.06M3T.InV =9.07M2II.3 - 15 Galvanized steel pipe, diameter 75 mm for Handrail of Bridge11.00Ton0.00.00.0COV =0.24M3F.InV =14.50M20.00.0WW.InV =0.24M3WwoutV =6.11M20.00.0T.InV =0.10M3TW.outV =21.70M2II.3 - 16Step Bar ( dia 19 mm, round bar )1.00Ton0.00.00.0WwoutV =0.14M3TotalV =449.61M2II.3 - 17 Micellaneous steel works4.00Ton0.00.00.0TW.outV =0.04M3II.3 - 18 Sand and Grevel for soft foundation during constuction1,200.00Cu.m0.00.00.0Total11.81M30.00.00.00.0II.3 - 7 (Reinforcement Stell Bar, deform )II.3 - 19 Bearing pad ( rubber ) for Aqueduct12.00Set0.00.00.0Block 1V =1,556.02KgII.3 - 20 Bearing shoe for Bridge : fx8.00Set0.00.00.0Block 2V =1,342.53KgII.3 - 21 Bearing shoe for Bridge : Mv8.00Set0.00.00.0Block 3V =2,722.01KgII.3 - 22 Staff gauge t = 2 mm ( Almunium Plate )15.00M0.00.00.0Block 4V =2,722.01KgII.3 - 23 Gravel Pavement for structure100.00Cu.m0.00.00.0T.WallV =242.21KgII.3 - 24 Asphalt Pavement for National Road ( t = 0.15 m )100.00Sq.m0.00.00.0W.WalV =395.70Kg0.00.0C.offV =221.69Kg0.00.0TotalV =9,202.17KgII.3 - 25 Base Coarse for asphalt pavement of National Road ( t = 0.30 m )200.00Cu.m0.00.00.0 II.3 - 8Gabion MattressV =7.00M20.00.0 II.3 - 9 Water Stop ( B = 20 Cm )V =22.50M'0.00.0 II.3 - 12Oil Paint for Construction Joint V =12.38M2Total Rp237,786,132.71 II.3 - 13 Dowel Bar D - 19 including PVC Pipe V =120.00Nos



ItemDescriptionVolume UnitHarga Sat RpTotal RpOpname PeriodeSket & Perhitungan BL 1ds/d Mg LaluMg Inis/d Mg. ini

II.3 STRUCTURE WORKII.3 - 1 Excvation for Structure461.35Cu.m27,500.0012,687,002.6800.00.0II.3 - 1 ( Excavation for Structure )II.3 - 2 Compacted backfill for Structure0.0Cu.m15,000.000.00.00.0 V =461.35M3II.3 - 3 Concrete, Type A ( K - 225 )0.0Cu.m1,050,000.000.00.00.0II.3 - 4II.3 - 4 Concrete, Type B ( K - 175 )135.04Cu.m850,000.00114,788,062.1500.00.0BodyV =113.17M3II.3 - 5 Concrete, Type C ( K - 125 )19.16Cu.m750,000.0014,371,365.0000.00.0COV =4.61M3II.3 - 6 Form for Concrete627.78Sq.m92,500.0058,069,625.0300.00.0WW.InV =2.32M3II.3 - 7 Reinforcement steel bars ( deformed )11,044.55kg9,900.00109,341,045.0000.00.0T.InV =3.11M3II.3 - 8 Gabion Mattress11.00Cu.m300,000.003,300,000.0000.00.0F.InV =1.97M3II.3 - 9 PVC, Water Stop ( W = 20 Cm )31.50M150,000.004,725,000.0000.00.0WwoutV =1.18M3II.3 - 10 Elastic Filler for Expantion Joint0.0Sq.m0.00.00.0TW.outV =6.86M3II.3 - 11 Joint sealant for expantion Joint0.0M0.00.00.0F.OutV =1.83848M3II.3 - 12 Oil Paint for Conctraction joint9.27Sq.m26,535.10246,067.9400.00.0TotalV =135.04M3II.3 - 13 Dowel Bar, dia - 19 mm, L = 1.00 m inccluding PVC Pipe, dia 25 mm, L = 0.50 m for Expantion Joint and Contraction Joint159.00Nos1,400.00222,600.000.00.0II.3 - 5 ( Concrete Type C, K - 125 )II.3 - 6 ( Form for Concrete )00.00.0BodyV =14.46M3BodyV =468.46M20.00.0COV =1.24M3COV =46.12M2II.3 -14PVC pipe, dia 75 mm for Bridge40.00M0.00.00.0WW.InV =0.30M3WW.InV =24.37M2II.3 - 15 Galvanized steel pipe, diameter 75 mm for Handrail of Bridge11.00Ton0.00.00.0TW.InV =1.41M3T.InV =19.68M20.00.0WwoutV =0.22M3F.InV =18.11M20.00.0TW.outV =1.53M3WwoutV =1.18M2II.3 - 16Step Bar ( dia 19 mm, round bar )1.00Ton0.00.00.0Total19.16M3TW.outV =49.86M2II.3 - 17 Micellaneous steel works4.00Ton0.00.00.0TotalV =627.78M2II.3 - 18 Sand and Grevel for soft foundation during constuction1,200.00Cu.m0.00.00.0II.3 - 7 (Reinforcement Stell Bar, deform )0.00.0Block 1V =1,824.63Kg0.00.0Block 2V =1,827.88KgII.3 - 19 Bearing pad ( rubber ) for Aqueduct12.00Set0.00.00.0Block 3V =3,081.88KgII.3 - 20 Bearing shoe for Bridge : fx8.00Set0.00.00.0Block 4V =3,081.88KgII.3 - 21 Bearing shoe for Bridge : Mv8.00Set0.00.00.0T.WallV =640.95KgII.3 - 22 Staff gauge t = 2 mm ( Almunium Plate )15.00M0.00.00.0W.WalV =309.15KgII.3 - 23 Gravel Pavement for structure100.00Cu.m0.00.00.0C.offV =278.18KgII.3 - 24 Asphalt Pavement for National Road ( t = 0.15 m )100.00Sq.m0.00.00.0TotalV =11,044.55Kg0.00.00.00.0 II.3 - 8Gabion MattressV =11.00M2II.3 - 25 Base Coarse for asphalt pavement of National Road ( t = 0.30 m )200.00Cu.m0.00.00.0 II.3 - 9 Water Stop ( B = 20 Cm )V =31.50M'0.00.0 II.3 - 12Oil Paint for Construction Joint V =9.27M20.00.0 II.3 - 13 Dowel Bar D - 19 including PVC Pipe V =159.00NosTotal Rp317,750,767.80



ItemDescriptionVolume UnitHarga Sat RpTotal RpOpname PeriodeSket & Perhitungan BL 1gs/d Mg LaluMg Inis/d Mg. ini

II.3 STRUCTURE WORKII.3 - 1 Excvation for Structure0.0Cu.m27,500.000.000.00.0II.3 - 2 Compacted backfill for Structure0.0Cu.m15,000.000.00.00.0II.3 - 3 Concrete, Type A ( K - 225 )0.0Cu.m1,050,000.000.00.00.0II.3 - 4 Concrete, Type B ( K - 175 )0.0Cu.m850,000.000.000.00.0II.3 - 5 Concrete, Type C ( K - 125 )0.0Cu.m750,000.000.000.00.0II.3 - 6 Form for Concrete0.0Sq.m92,500.000.000.00.0II.3 - 7 Reinforcement steel bars ( deformed )0.0kg9,900.000.000.00.0II.3 - 8 Gabion Mattress0.0Cu.m300,000.000.000.00.0II.3 - 9 PVC, Water Stop ( W = 20 Cm )0.0M150,000.000.000.00.0II.3 - 10 Elastic Filler for Expantion Joint0.0Sq.m0.00.00.0II.3 - 11 Joint sealant for expantion Joint0.0M0.00.00.0II.3 - 12 Oil Paint for Conctraction joint0.0Sq.m26,535.100.000.00.0II.3 - 13 Dowel Bar, dia - 19 mm, L = 1.00 m inccluding PVC Pipe, dia 25 mm, L = 0.50 m for Expantion Joint and Contraction Joint0.0Nos1,400.000.00.00.000.00.00.00.0II.3 -14PVC pipe, dia 75 mm for Bridge40.00M0.00.00.0II.3 - 15 Galvanized steel pipe, diameter 75 mm for Handrail of Bridge11.00Ton0.00.00.00.00.00.00.0II.3 - 16Step Bar ( dia 19 mm, round bar )1.00Ton0.00.00.0II.3 - 17 Micellaneous steel works4.00Ton0.00.00.0II.3 - 18 Sand and Grevel for soft foundation during constuction1,200.00Cu.m0.00.00.00.00.00.00.0II.3 - 19 Bearing pad ( rubber ) for Aqueduct12.00Set0.00.00.0II.3 - 20 Bearing shoe for Bridge : fx8.00Set0.00.00.0II.3 - 21 Bearing shoe for Bridge : Mv8.00Set0.00.00.0II.3 - 22 Staff gauge t = 2 mm ( Almunium Plate )15.00M0.00.00.0II.3 - 23 Gravel Pavement for structure100.00Cu.m0.00.00.0II.3 - 24 Asphalt Pavement for National Road ( t = 0.15 m )100.00Sq.m0.00.00.00.00.00.00.0II.3 - 25 Base Coarse for asphalt pavement of National Road ( t = 0.30 m )200.00Cu.m0.00.00.00.00.00.00.0Total Rp0.0



ItemDescriptionVolume UnitHarga Sat RpTotal RpOpname PeriodeSket & Perhitungan BL 1es/d Mg LaluMg Inis/d Mg. ini

II.3 STRUCTURE WORKII.3 - 1 Excvation for Structure0.0Cu.m27,500.000.000.00.0II.3 - 2 Compacted backfill for Structure0.0Cu.m15,000.000.00.00.0II.3 - 3 Concrete, Type A ( K - 225 )0.0Cu.m1,050,000.000.00.00.0II.3 - 4 Concrete, Type B ( K - 175 )0.0Cu.m850,000.000.000.00.0II.3 - 5 Concrete, Type C ( K - 125 )0.0Cu.m750,000.000.000.00.0II.3 - 6 Form for Concrete0.0Sq.m92,500.000.000.00.0II.3 - 7 Reinforcement steel bars ( deformed )0.0kg9,900.000.000.00.0II.3 - 8 Gabion Mattress0.0Cu.m300,000.000.000.00.0II.3 - 9 PVC, Water Stop ( W = 20 Cm )0.0M150,000.000.000.00.0II.3 - 10 Elastic Filler for Expantion Joint0.0Sq.m0.00.00.0II.3 - 11 Joint sealant for expantion Joint0.0M0.00.00.0II.3 - 12 Oil Paint for Conctraction joint0.0Sq.m26,535.100.000.00.0II.3 - 13 Dowel Bar, dia - 19 mm, L = 1.00 m inccluding PVC Pipe, dia 25 mm, L = 0.50 m for Expantion Joint and Contraction Joint0.0Nos1,400.000.00.00.000.00.00.00.0II.3 -14PVC pipe, dia 75 mm for Bridge40.00M0.00.00.0II.3 - 15 Galvanized steel pipe, diameter 75 mm for Handrail of Bridge11.00Ton0.00.00.00.00.00.00.0II.3 - 16Step Bar ( dia 19 mm, round bar )1.00Ton0.00.00.0II.3 - 17 Micellaneous steel works4.00Ton0.00.00.0II.3 - 18 Sand and Grevel for soft foundation during constuction1,200.00Cu.m0.00.00.00.00.00.00.0II.3 - 19 Bearing pad ( rubber ) for Aqueduct12.00Set0.00.00.0II.3 - 20 Bearing shoe for Bridge : fx8.00Set0.00.00.0II.3 - 21 Bearing shoe for Bridge : Mv8.00Set0.00.00.0II.3 - 22 Staff gauge t = 2 mm ( Almunium Plate )15.00M0.00.00.0II.3 - 23 Gravel Pavement for structure100.00Cu.m0.00.00.0II.3 - 24 Asphalt Pavement for National Road ( t = 0.15 m )100.00Sq.m0.00.00.00.00.00.00.0II.3 - 25 Base Coarse for asphalt pavement of National Road ( t = 0.30 m )200.00Cu.m0.00.00.00.00.00.00.0Total Rp0.0



Sheet4NoItem PekerjaanSeptemberOCTOBERNOVEMBERDESEMBERminggu 1Minggu 2minggu 3minggu 4minggu 5minggu 6minggu 7minggu 8minggu 64minggu 11minggu 122930123456789101112131415161718192021222324252627282930311234567891011121314151617181920212223242526272829301234567891011121314PengukuranIBlock 8ExcavationLantai KerjaPemasangan BesiTop SlabBottom SlabOutside Side WallInside Side wallPemasangan BekistingBekisting Bagian dalamBekisting Bagian LuarPembuatan BekistingBekisting bagian luarBekisting bagian dalamPengecoranTop SlabBottom SlabOutside Side WallInside Side wallBack Fill

IIBlock 9ExcavationLantai KerjaPemasangan BesiTop SlabBottom SlabOutside Side WallInside Side wallPemasangan BekistingBekisting Bagian dalamBekisting Bagian LuarPembuatan BekistingBekisting bagian luarBekisting bagian dalamPengecoranTop SlabBottom SlabOutside Side WallInside Side wallBack Fill



IIBlock 7ExcavationLantai KerjaPemasangan BesiTop SlabBottom SlabOutside Side WallInside Side wallPemasangan BekistingBekisting Bagian dalambekisting bottom slabBekisting Bagian LuarPembuatan BekistingBekisting bagian luarBekisting bagian dalamPengecoranTop SlabBottom SlabOutside Side WallInside Side wallBack Fill

VIIFinishing

opname mandor (bl-1l)

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