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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 Excvatio