Beam, CANOPY, SLAB, & PEDESTAL

QUANTITY OF BEAMS & CANOPY

PROJECT: PETRO KIMIA GRESIKMAIN CONTRACTOR: WUHUAN ENGINEERING, CO, LTDAREA: BLOWER SHELTER (UPPER)SUBJECT: QUANTITY OF WORKS

S0 = 0.00m

FloorNoBeam TypeDimensionLength (m')QtyFormwork Volume (m2)Concrete Vol.Width (m')xHeight (m')BottomSide(m3) abcde = a*c*df = 2*(b-Thick of Slab)*c*dg = a*b*c*dGIRDERS BEAM EL + 3.60 & 5.0011G2-10.30x0.659.0012.7011.701.8021G2-20.30x0.6511.0013.3014.302.2031G3-20.30x0.657.5012.259.751.5041G3-10.30x0.6510.5013.1513.652.1051G1-10.30x0.659.0012.7011.701.8061G1-20.30x0.6511.0013.3014.302.2071G4-10.30x0.6510.5013.1513.652.1081G4-20.30x0.657.5012.259.751.50TOTAL GIRDERS BEAM EL +3.6022.8098.8015.20

GIRDERS BEAM EL + 7.3012G1-10.30x0.659.0012.7011.701.8022G1-20.30x0.6511.0013.3014.302.2032G3-10.30x0.6510.5013.1513.652.1042G3-20.30x0.657.5012.259.751.5052G2-10.30x0.659.0012.7011.701.8062G2-20.30x0.6511.0013.3014.302.2072G4-10.30x0.6510.5013.1513.652.1082G4-20.30x0.657.5012.259.751.509CB 20.30x0.552.7010.812.970.50TOTAL GIRDERS BEAM EL + 7.3023.61101.7715.70

GIRDERS BEAM EL + 12.0013G1-10.30x0.809.0012.7014.402.2023G1-20.30x0.8011.0013.3017.602.7033G4-10.35x0.0010.5013.680.000.0043G4-20.35x0.757.5012.6311.252.0053G3-10.30x0.909.0012.7016.202.5063G3-20.30x0.9011.0013.3019.803.0073G6-20.35x0.757.5012.6311.252.0083G6-10.35x0.9010.5013.6818.903.4093G5-20.45x0.907.5013.3813.503.10103G5-10.45x1.1010.5014.7323.105.20113G2-10.40x1.009.0013.6018.003.60123G2-20.40x1.0011.0014.4022.004.40TOTAL GIRDERS BEAM EL + 12.0040.70186.0034.10

BEAM EL + 12.0013B2-10.35x0.859.0013.1515.302.7023B2-20.35x0.8511.0013.8518.703.3033B1-10.35x0.859.0013.1515.302.7043B1-20.35x0.8511.0013.8518.703.3053B8-10.30x0.453.4511.043.110.5063B9-10.35x0.453.4511.213.110.6073B10-10.30x0.453.4511.043.110.5083B11-10.30x0.453.4511.043.110.5093B16-10.25x0.352.1010.531.470.20103B12-10.25x0.453.9510.993.560.50113B13-10.30x0.703.9511.195.530.90123B17-10.20x0.352.7010.541.890.20133B14-10.25x0.453.9510.993.560.50143B15-10.30x0.703.9511.195.530.90153B18-10.20x0.352.1020.842.940.30163B3-10.30x0.607.5012.259.001.40173B4-10.30x0.607.5012.259.001.40183B5-10.30x0.607.5012.259.001.40193B6-10.30x0.607.5012.259.001.40203B7-10.30x0.607.5012.259.001.40213B19-10.25x0.403.0010.752.400.30223B20-10.25x0.403.0010.752.400.3023CB 30.30x0.501.6010.481.600.30TOTAL GIRDERS BEAM EL + 12.0037.79156.2925.50 SLAB EL. + 12.001SLAB20.00x18.000.121360.004.5643.202PARAPET20.00x0.170.6023PARAPET18.00x0.170.602SLAB EL. + 12.00360.004.5643.20

CANOPY EL + 3.601CB 10.30x0.552.7010.812.970.502CANOPY 10.90x0.121.6011.440.380.203CANOPY 20.90x0.125.2014.681.250.604CANOPY 30.90x0.125.2014.681.250.605SUSHANDING BOARD 10.60x0.121.6510.990.400.206SUSHANDING BOARD 20.60x0.122.5811.550.620.207SUSHANDING BOARD 30.60x0.121.7088.163.261.00CANOPY EL. + 3.6022.3110.133.30

FOUNDATION OIL TANK1FOUNDATION OIL TANK0.90x0.200.5020.400.202PIER0.35x0.400.3040.960.20FOUNDATION OIL TANK & PIER1.360.40

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REINFORCEMENT SCHEDULEDrawing Revise No.: CodePROJECT: PETRO KIMIA GRESIK: MAIN CONTRACTOR: WUHUAN ENGINEERING, CO, LTDDate: AREA: BLOWER SHELTER (UPPER)SUBJECT: QUANTITY OF WORKS: No.ReinforcementWeightTotalTotalTotalLength ofWeightTotalCut FromTotal RemainsRmksRebarDiam.Rebarsamesame RebarRebarof RebarNew RebarRemainsTotalLengthRemainTypeRebarper m'rebardetailLengthWeightCodeQtyLengthQtyCode(kg/m')(a)(b)(axb)(m')(kg)(m')(kg)(pcs)(m')(pcs)(m')GIRDERS BEAM EL. + 5.00 (Type 1G2-1)10001D222.997179.0026.9163.00188.37EL. + 5.00D25606.970.611.4828.172D131.044149.009.3636.0037.4480.033D100.62901902.101.30189.00117.18D100.5208D22ERROR:#REF!ERROR:#REF!2.70480.40232460.400.1618.407.36D130.1664D16ERROR:#REF!ERROR:#REF!0.02GIRDERS BEAM EL. + 5.00 (Type 1G1-1)D220.837210001D222.997179.0026.9163.00188.37D25418.600.421.48ERROR:#VALUE!2D131.044149.009.3636.0037.443D100.62901902.101.30189.00117.18D22ERROR:#REF!ERROR:#REF!2.70480.40232460.400.1618.407.36D16ERROR:#REF!ERROR:#REF!0.02

GIRDERS BEAM EL. + 5.00 (Type 1G2-2)1D222.9971711.0032.8977.00230.232D131.0441411.0011.4444.0045.763D100.6211011102.101.30231.00143.22480.40282560.400.1622.408.96GIRDERS BEAM EL. + 5.00 (Type 1G1-2)1D222.9971711.0032.8977.00230.232D131.0441411.0011.4444.0045.763D100.6211011102.101.30231.00143.22480.40282560.400.1622.408.96GIRDERS BEAM EL. + 3.60 (Type 1G3-2)1D222.997177.5022.4352.50156.98EL. +3.602D131.044147.507.8030.0031.2080.033D100.62751752.101.30157.5097.65D100.46872480.40192380.400.1615.206.08D130.14976GIRDERS BEAM EL. + 3.60 (Type 1G4-2)D220.753481D222.997177.5022.4352.50156.982D131.044147.507.8030.0031.203D100.62751752.101.30157.5097.65480.40192380.400.1615.206.08

GIRDERS BEAM EL. + 3.60 (Type 1G3-1)1D222.9971710.5031.4073.50219.772D131.0441410.5010.9242.0043.683D100.6210511052.101.30220.50136.71480.40272540.400.1621.608.64GIRDERS BEAM EL. + 3.60 (Type 1G4-1)1D222.9971710.5031.4073.50219.772D131.0441410.5010.9242.0043.683D100.6210511052.101.30220.50136.71480.40272540.400.1621.608.64

GIRDERS BEAM EL. + 7.30 (Type 2G1-1)1D222.998189.0026.9172.00215.28EL. + 7.302D131.044149.009.3636.0037.4480.062083D100.62901902.101.30189.00117.18D100.98952480.40232460.400.1618.407.36D130.31616GIRDERS BEAM EL. + 7.30 (Type 2G2-1)D221.817921D222.998189.0026.9172.00215.282D131.044149.009.3636.0037.443D100.62901902.101.30189.00117.18480.40232460.400.1618.407.36GIRDERS BEAM EL. + 7.30 (Type 2G1-2)1D222.9981811.0032.8988.00263.122D131.0441411.0011.4444.0045.763D100.6211011102.101.30231.00143.22480.40282560.400.1622.408.96GIRDERS BEAM EL. + 7.30 (Type 2G2-2)1D222.9981811.0032.8988.00263.122D131.0441411.0011.4444.0045.763D100.6211011102.101.30231.00143.22480.40282560.400.1622.408.96GIRDERS BEAM EL. + 7.30 (Type 2G3-1)1D222.9981810.5031.4084.00251.162D131.0441410.5010.9242.0043.683D100.6210511052.101.30220.50136.71480.40272540.400.1621.608.64

GIRDERS BEAM EL. + 7.30 (Type 2G4-1)1D222.9981810.5031.4084.00251.162D131.0441410.5010.9242.0043.683D100.6210511052.101.30220.50136.71480.40272540.400.1621.608.64GIRDERS BEAM EL. + 7.30 (Type 2G3-2)1D222.998187.5022.4360.00179.402D131.044147.507.8030.0031.203D100.62751752.101.30157.5097.65480.40192380.400.1615.206.08GIRDERS BEAM EL. + 7.30 (Type 2G4-2)1D222.998187.5022.4360.00179.402D131.044147.507.8030.0031.203D100.62751752.101.30157.5097.65480.40192380.400.1615.206.08

GIRDERS BEAM EL. + 12.00 (Type 3G1-1)1D222.99101109.0026.9190.00269.10EL. +12.002D131.044149.009.3636.0037.4480.5401563D100.62901902.351.46211.50131.13D1010.4632688480.40232460.400.1618.407.36D130.976612GIRDERS BEAM EL. + 12.00 (Type 3G1-2)D160.2166181D222.991011011.0032.89110.00328.90D190.115962D131.0441411.0011.4444.0045.76D223.0486043D100.6211011102.351.46258.50160.27D253.80765480.40282560.400.1622.408.96D292.73513GIRDERS BEAM EL. + 12.00 (Type 3G4-1)1D253.851211210.5040.43126.00485.102D131.0461610.5010.9263.0065.523D100.6210511052.651.64278.25172.52480.40272541.050.4256.7022.68580.40273810.470.1938.0715.23GIRDERS BEAM EL. + 12.00 (Type 3G4-2)1D253.85101107.5028.8875.00288.752D131.044147.507.8030.0031.203D100.62751752.351.46176.25109.28380.40192380.870.3533.0613.22480.40192380.470.1917.867.14GIRDERS BEAM EL. + 12.00 (Type 3G3-1)1D295.196169.0046.7154.00280.262D253.855159.0034.6545.00173.253D131.046169.009.3654.0056.164D100.62901902.551.58229.50142.29580.40233690.420.1728.9811.59GIRDERS BEAM EL. + 12.00 (Type 3G3-2)1D295.191111111.0057.09121.00627.992D131.0461611.0011.4466.0068.643D100.6211011102.551.58280.50173.91480.40283840.420.1735.2814.11GIRDERS BEAM EL. + 12.00 (Type 3G6-2)1D253.856167.5028.8845.00173.252D222.994147.5022.4330.0089.703D131.044147.507.8030.0031.204D100.62751752.351.46176.25109.28480.40192380.870.3533.0613.22580.40192380.470.1917.867.14GIRDERS BEAM EL. + 12.00 (Type 3G6-1)1D253.8561610.5040.4363.00242.552D222.9961610.5031.4063.00188.373D131.0461610.5010.9263.0065.524D100.6210511052.651.64278.25172.52580.40272541.050.4256.7022.68680.40273810.470.1938.0715.23GIRDERS BEAM EL. + 12.00 (Type 3G5-2)1D253.85181187.5028.88135.00519.752D131.046167.507.8045.0046.803D100.62751752.851.77213.75132.53380.40192381.050.4239.9015.96480.40193570.570.2332.4913.00GIRDERS BEAM EL. + 12.00 (Type 3G5-1)1D253.851211210.5040.43126.00485.102D295.191211210.5054.50126.00653.943D131.0461610.5010.9263.0065.524D100.6210511053.252.02341.25211.58580.40272541.220.4965.8826.35680.40273810.570.2346.1718.47GIRDERS BEAM EL. + 12.00 (Type 3G2-1)1D295.198189.0046.7172.00373.682D253.856169.0034.6554.00207.903D131.046169.009.3654.0056.164D100.62901902.951.83265.50164.61580.40232461.120.4551.5220.61680.40233690.520.2135.8814.35GIRDERS BEAM EL. + 12.00 (Type 3G2-2)1D295.191411411.0057.09154.00799.262D131.0461611.0011.4466.0068.643D100.6211011102.951.83324.50201.19480.40282561.120.4562.7225.09580.40283840.520.2143.6817.47

BEAM EL. + 12.00 (Type 3B2-1)1D253.858189.0034.6572.00277.202D222.996169.0026.9154.00161.463D131.044149.009.3636.0037.444D100.62451452.551.58114.7571.15580.40232460.970.3944.6217.85680.40232460.470.1921.628.65BEAM EL. + 12.00 (Type 3B1-1)1D253.858189.0034.6572.00277.202D222.996169.0026.9154.00161.463D131.044149.009.3636.0037.444D100.62451452.551.58114.7571.15580.40232460.970.3944.6217.85680.40232460.470.1921.628.65BEAM EL. + 12.00 (Type 3B2-2)1D253.8581811.0042.3588.00338.802D222.9981811.0032.8988.00263.123D131.0441411.0011.4444.0045.764D100.62551552.551.58140.2586.96580.40282560.970.3954.3221.73680.40282560.470.1926.3210.53BEAM EL. + 12.00 (Type 3B1-2)1D253.8581811.0042.3588.00338.802D222.9981811.0032.8988.00263.123D131.0441411.0011.4444.0045.764D100.62551552.551.58140.2586.96580.40282560.970.3954.3221.73680.40282560.470.1926.3210.53BEAM EL. + 12.00 (Type 3B8-1, 3B10-1, & 3B11-1)1D192.232363.507.8121.0046.832D222.9943123.5010.4742.00125.583D100.62183541.651.0289.1055.24BEAM EL. + 12.00 (Type 3B9-1)1D222.992123.5010.477.0020.932D222.994143.5010.4714.0041.863D100.62181181.651.0229.7018.41BEAM EL. + 12.00 (Type 3B16-1)1D161.582122.103.324.206.642D161.583132.103.326.309.95380.40111111.350.5414.855.94BEAM EL. + 12.00 (Type 3B12-1 & 3B14-1)1D161.582244.006.3216.0025.282D161.583264.006.3224.0037.923D100.62201201.550.9631.0019.22BEAM EL. + 12.00 (Type 3B13-1 & 3B15-1)1D222.9962124.0011.9648.00143.522D131.044284.004.1632.0033.283D100.62202402.151.3386.0053.32480.40104400.420.1716.806.72BEAM EL. + 12.00 (Type 3B17-1 & 3B18-1)1D131.042362.672.7816.0216.662D131.043392.672.7824.0324.99380.40143421.250.5052.5021.00BEAM EL. + 12.00 (Type 3B19-1 & 3B20-1)1D161.582243.004.7412.0018.962D131.043263.003.1218.0018.72380.40152301.450.5843.5017.40BEAM EL. + 12.00 (Type 3B3-1, 3B4-1, 3B5-1, 3B6-1 & 3B7-1)1D222.9985407.5022.43300.00897.002D131.0425107.507.8075.0078.003D100.623851902.001.24380.00235.60480.40195950.420.1739.9015.96REINFORCED FOR PARAPET

SLAB EL +12.00 1D100.62170234018.7111.606361.403944.072D100.62152230420.7112.846295.843903.42CB1CB1D222.994145.2015.5520.8062.1980.0080642D192.233136.0013.3818.0040.14D100.1222022D161.583136.009.4818.0028.44D160.0420283D100.62521521.851.1596.2059.64D190.083402480.40261260.420.1710.924.37D220.09CB21D222.994142.708.0710.8032.292D192.233133.006.699.0020.073D161.582122.704.275.408.534D100.62271272.701.6772.9045.20580.40141140.420.175.882.35CB31D192.234141.603.576.4014.272D192.232122.004.464.008.923D161.582121.602.533.205.064D100.62161161.751.0928.0017.36580.408180.420.173.361.34REINFORCED FOR FOUNDATION OIL TANK1D100.6272141.100.6815.409.552D100.6252102.401.4924.0014.88REINFORCED FOR PIER1D161.58124481.001.5848.0075.842D100.6234121.651.0219.8012.283D100.6234121.250.7815.009.304D100.6234121.250.7815.009.30TOTAL WEIGHT (kg)28165.50Prepared by:

8=0.67TOND10=12.45TOND13=1.61TOND16=0.26TOND19=0.20TOND22=6.55TOND25=3.81TONERROR:#REF!TOND29=2.74TON

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BID PRICE BREAKDOWN

Project: WUHUAN ENGINEERING, CO, LTDJob : BLOWER SHELTER (UPPER)Site : PETRO KIMIA - GRESIKNODESCRIPTIONSBQ UNITCONTRACTCONTRACT PRICEREMARKSPREAMBLEBQUNIT PRICE (A)TOTAL PRICE (B)

II BLOWER SHELTER (UPPER)1 Earth excavationCODE 3004m340,680.000.02 BackfillCODE 3005m316,950.000.03 Soil DisposalCODE 3006m381,360.000.04 Lean concrete ( 130 kg/cm2 )CODE 3001m3708,400.000.05 Formwork for Lean concreteCODE 3003m262,943.330.0 EL. + 3.606 Concrete Girders Beam ( 350 kg/cm2 ) EL. + 3.60CODE 3001m37.201,118,950.008,056,440.007 Formwork for Girders BeamCODE 3003m257.60155,302.718,945,436.108 Concrete Canopy & Sushanding BoardCODE 3001m33.301,118,950.003,692,535.009 Formwork for Canopy & sushanding BoardCODE 3003m232.44155,302.715,037,585.0610 Reinforced Bar 8CODE 3002m30.0411,467,800.00430,088.3711 Reinforced Bar D10CODE 3002m20.5911,467,800.006,776,575.3112 Reinforced Bar D13CODE 3002m30.1511,467,800.001,717,417.7313 Reinforced Bar D16CODE 3002m30.0411,467,801.00481,968.7414 Reinforced Bar D19CODE 3002m30.0811,467,802.00956,437.6215 Reinforced Bar D22CODE 3002m30.8511,467,800.009,724,281.56 EL. + 5.0016 Concrete Girders Beam ( 350 kg/cm2 ) EL. + 5.00CODE 3001m38.001,118,950.008,951,600.0017 Formwork for Girders BeamCODE 3003m264.00217,514.5113,920,928.6418 Reinforced Bar 8CODE 3002ton0.0312,042,800.00393,076.9919 Reinforced Bar D10CODE 3002ton0.5211,352,800.005,912,538.2420 Reinforced Bar D13CODE 3002ton0.1711,352,800.001,889,105.9221 Reinforced Bar D22CODE 3002ton0.8411,352,800.009,504,564.16 EL. + 7.3022 Concrete Girders Beam ( 350 kg/cm2 ) EL. + 7.30CODE 3001m315.701,118,950.0017,567,515.0023 Formwork for Girders BeamCODE 3003m2125.38217,514.5127,271,969.2624 Reinforced Bar 8CODE 3002ton0.0611,352,800.00704,781.8225 Reinforced Bar D10CODE 3002ton0.9911,352,800.0011,233,822.6626 Reinforced Bar D13CODE 3002ton0.3211,352,800.003,589,301.2527 Reinforced Bar D22CODE 3002ton1.8211,352,800.0020,638,482.18 EL. + 12.0028 Concrete Girders Beam ( 350 kg/cm2 ) EL. + 12.00CODE 3001m334.101,118,950.0038,156,195.0029 Formwork for Girders BeamCODE 3003m2226.70217,514.5149,310,539.4230 Concrete Beams (350 kg/cm2) EL. + 12.00CODE 3001m325.501,118,950.0028,533,225.0031 Formwork for BeamCODE 3003m2194.08217,514.5142,215,759.8932 Concrete for Slab ( 350 kg/cm2) EL. + 12.00CODE 3001m343.201,118,950.0048,338,640.0033 Formwork for SlabCODE 3003m2364.56217,514.5179,297,089.7734 Concrete for Parapet ( 350 kg/cm2) EL. + 12.00CODE 3001m30.01,118,950.000.035 Formwork for ParapetCODE 3003m20.0217,514.510.036 Foundation Oil Tank (350 kg/cm2) EL. +12.00CODE 3001m30.401,118,950.00447,580.0037 Formwork for Foundation Oil TankCODE 3003m21.36217,514.51295,819.7338 Reinforced Bar 8CODE 3002ton0.5411,352,800.006,132,283.0439 Reinforced Bar D10CODE 3002ton10.4611,352,800.00118,787,398.0340 Reinforced Bar D13CODE 3002ton0.9811,352,800.0011,087,280.7141 Reinforced Bar D22CODE 3002ton3.0511,352,800.0034,610,191.4942 Reinforced Bar D16CODE 3002ton0.2211,467,800.002,484,131.9043 Reinforced Bar D19CODE 3002ton0.1211,467,801.001,329,806.2044 Reinforced Bar D25CODE 3002ton3.8111,467,802.0043,665,376.2945 Reinforced Bar D29CODE 3002ton2.7411,467,803.0031,365,932.0246 Non srink groutm310,416,792.000.047 Anchor Bolt M14 (400/100)ton22,998,556.000.048 Anchor Bolt M24 (430/140)ton22,998,556.000.049 Embeded Plateton22,998,556.000.050 Asphalt coatingm267,600.000.0Sub Total I703,453,700.10

Rounded

Says : Sidoarjo, January 20th, 2014PT. MARGA BANGUN PERSADA

signed by

Ir. DIDIK ARIYANTODirektur

D:\[BLOWER SHELTER (upper)_revamp_BREAKDOWN FOR MANDOR.xlsx]REKAP

EMBEDED PLATE & ANCHOR BOLTEMBEDED PLATES, ROUND BAR & ANCHOR MATERIAL LIST

PETRO KIMIA GRESIKRev :0Update:StructureMarkingJoint to PostProfileWeightPer UnitProductionPrototypeTotalRev.S.NPartDescriptionLengthGradekg/mkg/pcQtyWeightReq'dQtyWeightReq'dQtyWeightReq'dQtyWeightListRemarksmm pcsKgpcsKgpcsKgpcsKgabcdmnopqrstuvwxyzaaabacadae

1EP-A1 10 x 300 x 300 PL10300600SS40023.5514.13456.521456.520001456.52Round Bar EP 10 x 330 RB10330SS4000.620.2040.814163.260004163.26EP-A1 10 x 300 x 300 57.3359.7859.780.06ton1EP-A2 10 x 500 x 300 PL10500300SS40039.2511.78447.101447.100001447.10Round Bar EP 10 x 330 RB10340SS4000.620.2140.848326.710008326.71EP-A2 10 x 500 x 300 47.9453.8153.810.05ton3EP-B2 10 x 200 x 200PL10200200SS40015.703.1444138.16144138.16000144138.16Round Bar EP 10 x 250RB10250SS4000.620.15446.78417627.14000417627.14EP-B2 10 x 200 x 200144.94165.30165.300.17ton4EP-A3 10 x 300 x 300PL10300300SS40023.557.07214.131214.130001214.13Round Bar EP 10 x 350RB10350SS4000.620.2220.439183.890009183.89EP-A3 10 x 300 x 30014.5618.0218.020.02ton5EP-A4 10 x 300 x 1700PL103001700SS40023.5540.04140.041140.040001140.04Round Bar EP 10 x 350RB10350SS4000.620.2210.2227275.8300027275.83EP-A4 10 x 300 x 170040.2545.8645.860.05ton6EP-A5 8 x 100 x 100PL8100100SS4006.280.638050.2418050.2400018050.24Round Bar EP 10 x 200RB8350SS4000.390.148011.05432044.21000432044.21EP-A5 8 x 100 x 10061.2994.4594.450.09ton7EP-A6 10 x 420 x 420PL10420420SS40032.9713.85683.081683.080001683.08Round Bar EP 10 x 250RB10250SS4000.620.1560.932414422.200002414422.20EP-A6 10 x 420 x 42084.01105.29105.290.11ton8PL - 10 x 210 x 80PL1080210SS4006.281.3211.32222229.01000222229.01PL - 10 x 210 x 801.3229.0129.010.03ton9Anchor Bolt M14M14(400/100)RB14600SS4001.210.7342.90142.90000142.90Anchor Bolt M142.902.902.900.003ton10Anchor Bolt M24M24(430/140)RB24700SS4003.552.4949.952819.900002819.90Anchor Bolt M249.9519.9019.900.02tonTOTAL594.32594.32Prepared ,Checked by,Approved by,