M72Minggu Ke:72Nomor Kontrak : HK.02.07-CL/PPK-PIM/MSMP-5/486/2012Tanggal:24-Mar-14s/d30-Mar-14Tanggal Kontrak: 09 Nopember 2012Pekerjaan:Sewerage System Medan - Optimization (NCB)No Amandemen 2: 762/AMD-SPK/PPK-PIM/MSMHP-5/2013Lok./Ds./Kec:Kota Medan- Provinsi Sumatera UtaraTanggal Amandemen 2: 27 September 2013Paket:MSMHP Paket No. 5Waktu Pelaksanaan: 870 Hari KalenderKontraktor:PT. Wijaya Karya,(PERSERO),TbkNilai Kontrak: Rp. 62,758,584,000Tahun Anggaran: 2012-2014LAPORAN MINGGUANPENGEMBANGAN INFRASTRUKTUR PENYEHATAN LINGKUNGAN PERMUKIMAN METROPOLITANNO ITEMURAIAN PEKERJAANSATUANUNIT PRICEKONTRAK AWALAmandemen 2REALISASI FISIKPROGRES S/D MINGGU INI (%)VOLUMEAMOUNT (Rp.)BOBOT (%)VOLUMEAMOUNT (Rp.)BOBOT (%)S/D MINGGU LALUMINGGU INIS/D MINGGU INI44.057VOLUME(%)12345678.00910=(8+9)11=(10/6)12=(11*5)IPREPARATION WORKSLS3,127,803,3331.0012,238,801,391.35AMobilized and DemobilizedLS282,500,0001.001282,500,000.00 I.EquipmentLS207,000,0001.000.01207,000,000.001Excavator, PC 200 series4 unittimes2,500,000.008.0020,000,000.000.03198.0020,000,000.000.03196.000.06.000.75000.0239(2.00)(0.00)2Dum Truck, 8 Ton12 unittimes1,500,000.0024.0036,000,000.000.057424.0036,000,000.000.057424.000.024.001.00000.05740.0(0.00)3Dum Truck, 6 Ton6 unittimes1,250,000.0012.0015,000,000.000.023912.0015,000,000.000.023912.000.012.001.00000.02390.0(0.00)4Concrete Mixer, cap. 0,125m33 unittimes500,000.006.003,000,000.000.00486.003,000,000.000.00483.000.03.000.50000.0024(3.00)(0.00)5Concrete Vibrator6 unittimes500,000.002.001,000,000.000.00162.001,000,000.000.00161.000.01.000.50000.0008(1.00)(0.00)6Generator Set 5 kVA2 unittimes1,500,000.002.003,000,000.000.00482.003,000,000.000.00481.000.01.000.50000.0024(1.00)(0.00)7Spot Light 1000 watt, complete supporting stand4 unittimes500,000.002.001,000,000.000.00162.001,000,000.000.00161.000.01.000.50000.0008(1.00)(0.00)8Submersible engine pump cap. 2 HP3 unittimes1,000,000.002.002,000,000.000.00322.002,000,000.000.00321.000.01.000.50000.0016(1.00)(0.00)9Welding Machine1 unittimes500,000.002.001,000,000.000.00162.001,000,000.000.00161.000.01.000.50000.0008(1.00)(0.00)10Crane cap. 20 Ton1 unittimes2,500,000.002.005,000,000.000.00802.005,000,000.000.00801.000.01.000.50000.0040(1.00)(0.00)11Drum cap 200 litre4 unittimes1,000,000.002.002,000,000.000.00322.002,000,000.000.00321.000.01.000.50000.0016(1.00)(0.00)12Waterpass Leveling2 unittimes1,000,000.002.002,000,000.000.00322.002,000,000.000.00322.000.02.001.00000.00320.0(0.00)13Geodetic Total Station2 unittimes1,000,000.002.002,000,000.000.00322.002,000,000.000.00322.000.02.001.00000.00320.0(0.00)14Compressor1 unittimes500,000.002.001,000,000.000.00162.001,000,000.000.00161.000.01.000.50000.0008(1.00)(0.00)15Tamping Rammer / Stamper2 unittimes500,000.002.001,000,000.000.00162.001,000,000.000.00161.000.01.000.50000.0008(1.00)(0.00)16Motor Cycle4 unittimes500,000.008.004,000,000.000.00648.004,000,000.000.00644.000.04.000.50000.0032(4.00)(0.00)17Pick Up2 unittimes1,000,000.004.004,000,000.000.00644.004,000,000.000.00642.000.02.000.50000.0032(2.00)(0.00)18Vehicle Car2 unittimes500,000.004.002,000,000.000.00324.002,000,000.000.00322.000.02.000.50000.0016(2.00)(0.00)19Jack Hammer3 unittimes1,500,000.002.003,000,000.000.00482.003,000,000.000.00481.000.01.000.50000.0024(1.00)(0.00)20Asphalt Cutter3 unittimes2,500,000.002.005,000,000.000.00802.005,000,000.000.00801.000.01.000.50000.0040(1.00)(0.00)21Pipe Cutter2 unittimes1,500,000.002.003,000,000.000.00482.003,000,000.000.00481.000.01.000.50000.0024(1.00)(0.00)22Stom Wales cap. 8 Ton2 unittimes2,500,000.004.0010,000,000.000.01594.0010,000,000.000.01592.000.02.000.50000.0080(2.00)(0.00)23Safety Equipment1 settimes500,000.002.001,000,000.000.00162.001,000,000.000.00161.000.01.000.50000.0008(1.00)(0.00)24Contractor Site Office Equipment2 unittimes20,000,000.004.0080,000,000.000.12754.0080,000,000.000.12752.000.02.000.50000.0637(2.00)(0.00) II.Personnel (At Cost)LS75,500,000.001.000.01.0075,500,000.000.00.00.00.00.00.01Construction Manager1 persontimes2,000,000.002.004,000,000.000.00642.004,000,000.000.00641.000.01.000.50000.0032(1.00)(0.00)2Site Manager1 persontimes2,000,000.002.004,000,000.000.00642.004,000,000.000.00641.000.01.000.50000.0032(1.00)(0.00)3Project Engineering Manager1 persontimes2,000,000.002.004,000,000.000.00642.004,000,000.000.00641.000.01.000.50000.0032(1.00)(0.00)4Administration & Finance Manager1 persontimes2,000,000.002.004,000,000.000.00642.004,000,000.000.00641.000.01.000.50000.0032(1.00)(0.00)5Quality Engineer1 persontimes1,750,000.002.003,500,000.000.00562.003,500,000.000.00561.000.01.000.50000.0028(1.00)(0.00)6Quantity Survey1 persontimes1,750,000.002.003,500,000.000.00562.003,500,000.000.00561.000.01.000.50000.0028(1.00)(0.00)7Contract Administration1 persontimes1,750,000.002.003,500,000.000.00562.003,500,000.000.00561.000.01.000.50000.0028(1.00)(0.00)8Field Laboratory Staff2 persontimes1,750,000.004.007,000,000.000.01124.007,000,000.000.01122.000.02.000.50000.0056(2.00)(0.00)9Autocadman2 persontimes1,750,000.004.007,000,000.000.01124.007,000,000.000.01122.000.02.000.50000.0056(2.00)(0.00)10Pipeline Engineer1 persontimes1,750,000.002.003,500,000.000.00562.003,500,000.000.00561.000.01.000.50000.0028(1.00)0.0011Civil Engineer1 persontimes1,750,000.002.003,500,000.000.00562.003,500,000.000.00562.000.02.001.00000.00560.0(0.00)12Surveyor2 persontimes1,750,000.004.007,000,000.000.01124.007,000,000.000.01122.000.02.000.50000.0056(2.00)(0.00)13Field Superintendent4 persontimes1,750,000.008.0014,000,000.000.02238.0014,000,000.000.02231.000.01.000.12500.0028(7.00)(0.00)14Purchasing and Accounting Staff1 persontimes1,750,000.002.003,500,000.000.00562.003,500,000.000.00561.000.01.000.50000.0028(1.00)(0.00)15Cashier1 persontimes1,750,000.002.003,500,000.000.00562.003,500,000.000.00561.000.01.000.50000.0028(1.00)(0.00)BTemporary WorksLS662,900,0001.0011,038,733,058.020.00.00.00.00.00.01Temporary Site Office (rental basis cost)LS98,000,0001.00198,000,000.000.00.00.00.00.00.01Site office, including employer and consultant office, copmplete with furniture (rental) = 72 m2month3,000,000.0020.0060,000,000.000.095620.0060,000,000.000.095613.120.1413.260.66280.0634(6.74)0.012Warehouse (rental) = 28 m2month1,000,000.0020.0020,000,000.000.031920.0020,000,000.000.031913.120.1413.260.66280.0211(6.74)0.003Spoil Bankmonth1,000,000.0018.0018,000,000.000.028718.0018,000,000.000.028710.410.1210.530.58500.0168(7.47)0.002Communication Cost (Faximilie, Telephone & Email)LS37,000,0001.00137,000,000.000.00.00.00.00.00.01Fulse for Faximilie CostMonth850,00020.0017,000,000.000.02712017,000,000.000.027113.120.1413.260.66280.0180(6.74)0.002Pulse for Telephone & email (internetting)Month1,000,00020.0020,000,000.000.03192020,000,000.000.031913.120.1413.260.66280.0211(6.74)0.003Water for Works and DewateringLS108,000,0001.001108,000,000.000.00.00.00.00.00.01Submersible Engine Pump cap. 2 HP complete with pipingHour15,000.002,400.0036,000,000.000.05742,400.0036,000,000.000.05742,400.000.002,400.001.00000.05740.00.042OperatorHour20,000.002,400.0048,000,000.000.07652,400.0048,000,000.000.07652,400.000.002,400.001.00000.07650.00.053Gasoline + PelumasHour10,000.002,400.0024,000,000.000.03822,400.0024,000,000.000.03822,400.000.002,400.001.00000.03820.00.024Electric Power Supply for Works poweredLS342,000,0001.001342,000,000.000.00.00.00.00.00.01Genset 50 kVA complete with cable/installationHour50,000.001,800.0090,000,000.000.14341,800.0090,000,000.000.14341,420.0035.001,455.000.80830.1159(345.00)0.042Operator + Co OperatorHour20,000.001,800.0036,000,000.000.05741,800.0036,000,000.000.05741,420.0035.001,455.000.80830.0464(345.00)0.023Gasoline + PelumasHour120,000.001,800.00216,000,000.000.34421,800.00216,000,000.000.34421,420.0035.001,455.000.80830.2782(345.00)0.105Lighting for night working timeLS37,800,0001.00137,800,000.000.00.00.00.00.00.01Spot Light Lamp 1000 watt complete supporting standHour1,000.001,800.001,800,000.000.00291,800.001,800,000.000.002940.000.040.000.02220.0001(1,760.00)(0.00)2OperatorHour20,000.001,800.0036,000,000.000.05741,800.0036,000,000.000.057440.000.040.000.02220.0013(1,760.00)(0.00)6Project Name BoardUnit3,100,000.001.003,100,000.000.00491.003,100,000.000.00490.00.00.00.00.0(1.00)0.07Communication Cost (Faximilie, Telephone & Email)LS37,000,0001.000.00.00.00.00.00.00.01Fulse for Faximilie CostMonth850,00020.0017,000,000.000.02710.00.00.00.00.00.00.00.00.02Pulse for Telephone & email (internetting)Month1,000,00020.0020,000,000.000.03190.00.00.00.00.00.00.00.00.08Temporary FenceM405,689.701,017.6412,833,058.020.6578367.9915.89383.890.37720.24820.02CEnvironmental Management Plan (EMP)LS310,000,0001.001310,000,000.000.00.00.00.00.00.01Noisely Test (detailed separately)point/mth2,500,000.0040.00100,000,000.000.159340.00100,000,000.000.15936.000.06.000.15000.0239(34.00)(0.00)2Air Quality Test (detailed separately)point/mth2,500,000.0040.00100,000,000.000.159340.00100,000,000.000.15936.000.06.000.15000.0239(34.00)(0.00)3Water Quality Test (detailed separately)point/mth2,500,000.0040.00100,000,000.000.159340.00100,000,000.000.15930.00.00.00.00.0(40.00)0.04Training Cost (detailed separately)times5,000,000.002.0010,000,000.000.01592.0010,000,000.000.01590.00.00.00.00.0(2.00)0.0DHealth, Safety and SecurityLS30,840,0001.00129,820,000.000.00.00.00.00.00.01Safety Tools0.017,460,000.000.00.00.00.00.00.00.01Safety CabinetMaterial : wood and glasspc1,000,000.001.001,000,000.000.00161.001,000,000.000.00161.000.01.001.00000.00160.0(0.00)2Seragam/Uniformpc500,000.0012.006,000,000.000.009612.006,000,000.000.009612.000.012.001.00000.00960.0(0.00)3Peralatan dan kotak P3Kpc200,000.003.00600,000.000.00103.00600,000.000.00103.000.03.001.00000.00100.0(0.00)4Safety vestpc60,000.0012.00720,000.000.001112.00720,000.000.001112.000.012.001.00000.00110.0(0.00)5Safety bootpc300,000.0012.003,600,000.000.005712.003,600,000.000.005712.000.012.001.00000.00570.0(0.00)6Safety Shoespc300,000.0012.003,600,000.000.005712.003,600,000.000.005712.000.012.001.00000.00570.0(0.00)7Helmet safetyHelm, Hard hat kelas Cpc50,000.0020.001,000,000.000.001620.001,000,000.000.001620.000.020.001.00000.00160.0(0.00)8Safety Glassespc100,000.004.00400,000.000.00064.00400,000.000.00064.000.04.001.00000.00060.0(0.00)9GlovesMaterial : leather, for handling/heavy workspc30,000.0014.00420,000.000.000714.00420,000.000.000714.000.014.001.00000.00070.0(0.00)10Maskpc20,000.006.00120,000.000.00026.00120,000.000.00026.000.06.001.00000.00020.0(0.00)11Ear PlugMM0.072.000.00.072.000.00.00.00.00.00.00.0(72.00)0.012Safety beltcap. 80 kgpc0.04.000.00.04.000.00.00.00.00.00.00.0(4.00)0.02Reportage0.012,360,000.000.00.00.00.00.00.01Laporan Harian6 copied incl. original per week @ 30 sheetcopied12,000.00480.005,760,000.000.0092480.005,760,000.000.0092296.663.31299.970.62490.0057(180.03)0.002Laporan Mingguan6 copied incl. original per week @ 20 sheetcopied10,000.00480.004,800,000.000.0076480.004,800,000.000.0076296.663.31299.970.62490.0048(180.03)0.003Laporan Bulanan6 copied incl. original per month @ 30 sheetcopied15,000.00120.001,800,000.000.0029120.001,800,000.000.002974.170.8374.990.62490.0018(45.01)0.00ETest PitPoints500,000.0012.006,000,000.000.009617.008,500,000.000.013510.000.0010.000.58820.0080(7.00)(0.00)FTry HolesPoints16,000,000.008.00128,000,000.000.20408.00128,000,000.000.20408.000.08.001.00000.20400.0(0.00)GInvestigation of the Existing StructureLs20,000,000.001.0020,000,000.000.03191.0020,000,000.000.03191.000.01.001.00000.03190.0(0.00)HTraffict ControlLS30,440,000.001.001.0030,440,000.000.00.00.00.00.00.01Safety Line/barrier tapePolyethilenepc200,000.004.00800,000.000.00134.00800,000.000.00134.000.04.001.00000.00130.0(0.00)2Safety Line/glow in the dark tapePolyethilenepc300,000.004.001,200,000.000.00194.001,200,000.000.00194.000.04.001.00000.00190.0(0.00)3Traffic conesMaterial:Plastic, H:70cm,Colour: Base orangepc140,000.0041.005,740,000.000.009141.005,740,000.000.009141.000.041.001.00000.00910.0(0.00)4Looper tube42", 12 lb rubber basepc100,000.0013.001,300,000.000.002113.001,300,000.000.002113.000.013.001.00000.00210.0(0.00)5Sign Lamp/Rotary lamp typepc1,000,000.004.004,000,000.000.00644.004,000,000.000.00644.000.04.001.00000.00640.0(0.00)6Lighting Lamppc200,000.002.00400,000.000.00062.00400,000.000.00062.000.02.001.00000.00060.0(0.00)7ROAD SIGNS :0.00.00.00.00.00.00.00.0Sign " HATI - HATI"Plate t: 2 mm, ukuran normalpc400,000.004.001,600,000.000.00254.001,600,000.000.00254.000.04.001.00000.00250.0(0.00)Sign " PERINGATAN ADANYA PEKERJAAN"Plate t: 2 mm, ukuran normalpc450,000.004.001,800,000.000.00294.001,800,000.000.00294.000.04.001.00000.00290.0(0.00)Rambu " LAJUR YANG HARUS DILEWATI"Plate t: 2 mm, ukuran normalpc400,000.004.001,600,000.000.00254.001,600,000.000.00254.000.04.001.00000.00250.0(0.00)Rambu " PENYEMPITAN JALAN"Plate t: 2 mm, ukuran normalpc400,000.004.001,600,000.000.00254.001,600,000.000.00254.000.04.001.00000.00250.0(0.00)Rambu " AWAL PEKERJAAN DI JALAN"Plate t: 2 mm, ukuran normalpc400,000.004.001,600,000.000.00254.001,600,000.000.00254.000.04.001.00000.00250.0(0.00)Rambu " AKHIR PEKERJAAN DI JALAN"Plate t: 2 mm, ukuran normalpc400,000.004.001,600,000.000.00254.001,600,000.000.00254.000.04.001.00000.00250.0(0.00)Barricade (conforming to ancillary regulation)Wood/Steel Pole completed with wheelpc400,000.009.003,600,000.000.00579.003,600,000.000.00579.000.09.001.00000.00570.0(0.00)Information board: ada pekerjaan jalan di depan 50 mPlate t: 2 mm, ukuran normalpc400,000.002.00800,000.000.00132.00800,000.000.00132.000.02.001.00000.00130.0(0.00)Information board: kurangi kecepatan/jalan satu jalurPlate t: 2 mm, ukuran normalpc400,000.002.00800,000.000.00132.00800,000.000.00132.000.02.001.00000.00130.0(0.00)di depan 40 m.0.00.00.00.00.00.00.00.0Traffict signal wandcolor: redpc500,000.004.002,000,000.000.00324.002,000,000.000.00324.000.04.001.00000.00320.0(0.00)IQuality Control Test CostLS1,266,300,0001.000.00.00.00.00.00.00.01Cube Compressive Strength Test bh50,000.00186.009,300,000.000.01480.00.00.00.00.00.00.00.00.00.02Steel Yield Strength Test for U-24 and U-39times1,500,000.003.004,500,000.000.00720.00.00.00.00.00.00.00.00.00.03Mix Design for concrete K-175Package4,000,000.001.004,000,000.000.00640.00.00.00.00.00.00.00.00.00.03Mix Design for concrete K-225Package4,000,000.001.004,000,000.000.00640.00.00.00.00.00.00.00.00.00.04Mix Design for concrete K-350Package4,000,000.001.004,000,000.000.00640.00.00.00.00.00.00.00.00.00.05Sand Cone Testtimes1,500,000.00637.00955,500,000.001.52250.00.00.00.00.00.00.00.00.00.06Flow Testtimes1,000,000.0099.0099,000,000.000.15770.00.00.00.00.00.00.00.00.00.07Prime Coat thickness testtimes1,000,000.0089.0089,000,000.000.14180.00.00.00.00.00.00.00.00.00.08Core Drill Testtimes1,000,000.0089.0089,000,000.000.14180.00.00.00.00.00.00.00.00.00.09Job Mix Design for Asphaltic ConcretePackage4,000,000.001.004,000,000.000.00640.00.00.00.00.00.00.00.00.00.010Job Mix Formula for Asphaltic ConcretePackage4,000,000.001.004,000,000.000.00640.00.00.00.00.00.00.00.00.00.0JSurveying & Topography WorksKM3,000,000.00010.2630,765,000.000.049010.2630,765,000.000.049010.260.010.261.00000.04900.0(0.00)KSoil Investigation WorkPoints7,000,00018.00126,000,000.000.200818126,000,000.000.200818.000.018.001.00000.20080.0(0.00)LResttlement Cost & Safe GuardsDaywork520.00520148,000,000.000.00.00.00.00.00.01Surveying for Social Economic3 man-month (expert)Daywork300,000.0090.0027,000,000.000.043090.0027,000,000.000.043010.000.010.000.11110.0048(80.00)0.004 man-month (assistant)Daywork300,000.00120.0036,000,000.000.0574120.0036,000,000.000.057410.000.010.000.08330.0048(110.00)0.002Socializationmeetings5th gatheringDaywork3,000,000.005.0015,000,000.000.02395.0015,000,000.000.02391.000.01.000.20000.0048(4.00)0.003Inter-agency Coordination5th gatheringDaywork8,000,000.005.0040,000,000.000.06375.0040,000,000.000.06370.00.00.00.00.0(5.00)0.04Compensation for unbeneficiary due to project impactDaywork100,000.00300.0030,000,000.000.0478300.0030,000,000.000.047830.000.030.000.10000.0048(270.00)0.00MDocumentation and ReportsLS86,043,3331.00186,043,333.330.00.00.00.00.00.01Documentation by (photos & videos)0.060,583,333.330.00.00.00.00.00.01Video cameraUnit/Hour10,416.672,400.0025,000,000.000.03982,400.0025,000,000.000.03981,506.6116.551,523.170.63470.0253(876.83)0.002CameraUnit/Hour6,944.444,800.0033,333,333.330.05314,800.0033,333,333.330.05313,013.2333.103,046.330.63470.0337(1,753.67)0.003Weekly Documentation (in CD)5 copied include original per weekcopied4,500.00400.001,800,000.000.0029400.001,800,000.000.0029251.102.76253.860.63470.0018(146.14)0.004Monthly Documentation (in CD)5 copied include original per monthcopied4,500.00100.00450,000.000.0007100.00450,000.000.000762.780.6963.470.63470.0005(36.53)0.002ReportageLS4,500,0001.0014,500,000.000.00.00.00.00.00.01Daily Report (bundle per week)5 copied include original per week @ 50 sheetcopied5,000.00400.002,000,000.000.0032400.002,000,000.000.0032251.102.76253.860.63470.0020(146.14)0.002Weekly Report (bundle per week)5 copied include original per week @ 50 sheetcopied5,000.00400.002,000,000.000.0032400.002,000,000.000.0032251.102.76253.860.63470.0020(146.14)0.003Monthly Report (bundle per month)5 copied include original per week @ 50 sheetcopied5,000.00100.00500,000.000.0008100.00500,000.000.000862.780.6963.470.63470.0005(36.53)0.003Shop Drawing (A3, A1)LS7,860,0001.0017,860,000.000.00.00.00.00.00.01in A33 copied include original per week @ 175 sheetcopied120,000.003.00360,000.000.00063.00360,000.000.00062.000.02.000.66670.0004(1.00)0.002in A13 copied include original per week @ 175 sheetcopied2,500,000.003.007,500,000.000.01203.007,500,000.000.01200.00.00.00.00.0(3.00)0.04Asbuilt Drawing (A3, A1)LS13,100,0001.00113,100,000.000.00.00.00.00.00.01in A35 copied include original per week @ 132 sheetcopied120,000.005.00600,000.000.00105.00600,000.000.00100.00.00.00.00.0(5.00)0.02in A15 copied include original per week @ 132 sheetcopied2,500,000.005.0012,500,000.000.01995.0012,500,000.000.01990.00.00.00.00.0(5.00)0.0IIEXCAVATION BY OPEN TRENCH SYSTEM FOR PIPELINE, MANHOLE 11,234,528,298.270.00.00.00.00.00.0AND ROAD PAVEMENT RECONDITION, COMPLETE WITH SHEETING0.00.00.00.00.00.0AOPEN TRENCH EXCAVATION FOR PIPELINE8,899,615,425.620.00.00.00.00.00.01.aOpen Trench Excavation for Pipeline dia. 300 mm width = 1.30 m, depth < 2.00 m, M1,497,047.96205.00306,894,831.800.48900.00.00.00.00.00.00.00.00.00.01.bOpen Trench Excavation for Pipeline dia. 300 mm width = 1.30 m, depth = 2.00m - 3.00mM2,017,579.37311.00627,467,184.070.99980.00.00.00.00.00.00.00.00.00.01.cOpen Trench Excavation for Pipeline dia. 300 mm width = 1.30 m, depth = 3.00m - 4.00mM2,764,786.830.00.00.00.00.00.00.00.00.00.00.00.01.dOpen Trench Excavation for Pipeline dia. 300 mm width = 1.40 m, depth 4.00m-5.00mM3,346,171.420.00.00.00.00.00.00.00.00.00.00.00.01.eOpen Trench Excavation for Pipeline dia. 300 mm width = 1.40 m, depth 5.00m-6.00mM3,927,556.010.00.00.00.00.00.00.02.aOpen Trench Excavation for Pipeline dia. 400 mm width = 1.40 m, depth < 2.00 m, M1,611,505.76249.00401,264,934.240.63940.00.00.00.00.00.00.00.00.00.02.bOpen Trench Excavation for Pipeline dia. 400 mm width = 1.40 m, depth = 2.00m - 3.00mM2,172,078.05437.00949,198,107.851.51250.00.00.00.00.00.00.00.00.00.02.cOpen Trench Excavation for Pipeline dia. 400 mm width = 1.40 m, depth = 3.00m - 4.00mM2,976,763.010.00.00.00.00.00.00.00.00.00.00.00.02.dOpen Trench Excavation for Pipeline dia. 400 mm width = 1.40 m, depth = 4.00m - 5.00mM3,602,869.490.00.00.00.00.00.00.00.00.00.00.00.02.eOpen Trench Excavation for Pipeline dia. 450 mm width = 1.40 m, depth = 5.00m - 6.00mM4,228,975.970.00.00.00.00.00.00.00.00.00.00.03.aOpen Trench Excavation for Pipeline dia. 500 mm width = 1.50 m, depth < 2.00 m, M1,846,982.480.00.00.00.00.00.00.00.00.00.00.00.00.03.bOpen Trench Excavation for Pipeline dia. 500 mm width = 1.50 m, depth = 2.00m - 3.00mM2,326,476.77322.00749,125,519.941.19370.00.00.00.00.00.00.00.00.00.03.cOpen Trench Excavation for Pipeline dia. 500 mm width = 1.50 m, depth = 3.00m - 4.00mM2,927,089.94100.00292,708,994.000.46640.00.00.00.00.00.00.00.00.00.03.dOpen Trench Excavation for Pipeline dia. 500 mm width = 1.50 m, depth = 4.00m - 5.00mM3,859,467.600.00.00.00.00.00.00.00.00.00.00.00.03.eOpen Trench Excavation for Pipeline dia. 500 mm width = 1.50 m, depth = 5.00m - 6.00mM4,530,295.970.00.00.00.00.00.00.00.00.00.00.00.04.aOpen Trench Excavation for Pipeline dia. 600 mm width = 1.60 m, depth < 2.00 m,M2,251,856.65280.00630,519,862.001.00470.00.00.00.00.00.00.00.00.00.04.bOpen Trench Excavation for Pipeline dia. 600 mm width = 1.60 m, depth = 2.00m - 3.00mM2,480,775.53910.002,257,505,732.303.59710.00.00.00.00.00.00.00.00.00.04.cOpen Trench Excavation for Pipeline dia. 600 mm width = 1.60 m, depth = 3.00m - 4.00mM3,121,429.57251.00783,478,822.071.24840.00.00.00.00.00.00.00.00.00.04.dOpen Trench Excavation for Pipeline dia. 600 mm width = 1.60 m, depth = 4.00m - 5.00mM4,115,965.740.00.0822.003,383,323,838.285.3910350.830.0350.830.42682.3009(471.17)(1.81)627.354.eOpen Trench Excavation for Pipeline dia. 600 mm width = 1.60 m, depth = 5.00m - 6.00mM4,402,737.66100.00440,273,766.000.70150.00.00.00.00.00.00.00.00.00.087.99477806795.aOpen Trench Excavation for Pipeline dia. 700 mm width = 1.70 m, depth < 2.00 m,M1,954,279.40138.00269,690,557.200.42970.00.00.00.00.00.00.00.00.00.05.bOpen Trench Excavation for Pipeline dia. 700 mm width = 1.70 m, depth = 2.00m - 3.00mM2,634,974.322,616.006,893,092,821.1210.98350.00.00.00.00.00.00.00.00.00.05.cOpen Trench Excavation for Pipeline dia. 700 mm width = 1.70 m, depth = 3.00m - 4.00mM3,612,091.760.00.00.00.00.00.00.00.00.00.00.00.00.05.dOpen Trench Excavation for Pipeline dia. 700 mm width = 1.70 m, depth = 4.00m - 5.00mM4,372,363.920.00.00.0489.002,138,085,956.883.4068374.570.0374.570.76602.6096(114.43)2.615.eOpen Trench Excavation for Pipeline dia. 700 mm width = 1.70 m, depth = 5.00m - 6.00mM5,132,636.080.00.00.0335.001,719,433,086.802.7398207.5915.32222.910.66541.8230(112.09)1.826.aOpen Trench Excavation for Pipeline dia. 800 mm width = 1.80 m, depth < 2.00 m,M2,213,680.000.00.00.00.00.00.00.00.00.00.00.00.00.06.bOpen Trench Excavation for Pipeline dia. 800 mm width = 1.80 m, depth = 2.00m - 3.00mM2,789,073.1547.00131,086,438.050.20890.00.00.00.00.00.00.00.00.00.06.cOpen Trench Excavation for Pipeline dia. 800 mm width = 1.80 m, depth = 3.00m - 4.00mM3,509,808.951,211.004,250,378,638.456.77260.00.00.00.00.00.00.00.00.00.06.dOpen Trench Excavation for Pipeline dia. 800 mm width = 1.80 m, depth = 4.00m - 5.00mM4,628,662.140.00.00.0244.501,131,707,893.231.8033187.290.0187.290.76601.3813(57.21)0.556.eOpen Trench Excavation for Pipeline dia. 800 mm width = 1.80 m, depth = 5.00m - 6.00mM5,433,656.190.00.00.097.00527,064,650.430.839874.300.074.300.76600.6433(22.70)0.64M6,339,265.560.00.00.00.00.00.00.00.00.00.00.00.00.0BOPEN TRENCH EXCAVATION FOR MANHOLE2,334,912,872.650.00.00.00.00.00.01.aOpen Trench Excavation for Manhole type A&A1, with pipe dia. 300 mmUnit5,856,553.693.0017,569,661.070.02800.00.00.00.00.00.00.00.00.01.bOpen Trench Excavation for Manhole type A&A1, with pipe dia. 400 mmUnit5,857,052.486.0035,142,314.880.05600.00.00.00.00.00.00.00.00.01.cOpen Trench Excavation for Manhole type A&A1, with pipe dia. 500 mmUnit5,857,551.273.0017,572,653.810.02800.00.00.00.00.00.00.00.00.01.dOpen Trench Excavation for Manhole type A&A1, with pipe dia. 600 mmUnit5,858,050.075.0029,290,250.350.04670.00.00.00.00.00.00.00.00.01.eOpen Trench Excavation for Manhole type A&A1, with pipe dia. 700 mmUnit5,858,548.866.0035,151,293.160.05600.00.00.00.00.00.00.00.00.01.fOpen Trench Excavation for Manhole type A&A1, with pipe dia. 800 mmUnit5,858,548.860.00.00.00.00.00.00.00.00.00.00.00.02.aOpen Trench Excavation for Manhole type B&B1, with pipe dia. 300 mmUnit10,140,729.646.0060,844,377.840.09690.00.00.00.00.00.00.00.00.02.bOpen Trench Excavation for Manhole type B&B1, with pipe dia. 400 mmUnit10,131,141.6810.00101,311,416.800.16140.00.00.00.00.00.00.00.00.02.cOpen Trench Excavation for Manhole type B&B1, with pipe dia. 500 mmUnit10,121,553.7114.00141,701,751.940.22580.00.00.00.00.00.00.00.00.02.dOpen Trench Excavation for Manhole type B&B1, with pipe dia. 600 mmUnit10,111,965.7518.00182,015,383.500.29000.00.00.00.00.00.00.00.00.02.eOpen Trench Excavation for Manhole type B&B1, with pipe dia. 700 mmUnit10,102,377.7939.00393,992,733.810.62780.00.00.00.00.00.00.00.00.02.fOpen Trench Excavation for Manhole type B&B1, with pipe dia. 800 mmUnit10,092,789.832.0020,185,579.660.03220.00.00.00.00.00.00.00.00.03.aOpen Trench Excavation for Manhole type C&C1, with pipe dia. 300mmUnit13,961,039.570.00.00.00.00.00.00.00.00.00.00.03.bOpen Trench Excavation for Manhole type C&C1, with pipe dia. 400mmUnit13,961,039.570.00.00.00.00.00.00.00.00.00.00.00.03.cOpen Trench Excavation for Manhole type C&C1, with pipe dia. 500 mmUnit12,747,170.682.0025,494,341.360.04060.00.00.00.00.00.00.00.00.03.dOpen Trench Excavation for Manhole type C&C1, with pipe dia. 600 mmUnit12,737,582.728.00101,900,661.760.16240.00.00.00.00.00.00.00.00.03.eOpen Trench Excavation for Manhole type C&C1, with pipe dia. 700 mmUnit12,727,994.761.0012,727,994.760.02030.00.00.00.00.00.00.00.00.03.fOpen Trench Excavation for Manhole type C&C1, with pipe dia. 800 mmUnit12,718,406.8015.00190,776,102.000.30400.00.00.00.00.00.00.00.00.04.aOpen Trench Excavation for Manhole type D&D1, with pipe dia. 300mmUnit23,000,000.000.00.00.00.00.00.00.00.00.00.04.bOpen Trench Excavation for Manhole type D&D1, with pipe dia. 400mmUnit23,000,000.000.00.00.00.00.00.00.00.00.00.04.cOpen Trench Excavation for Manhole type D&D1, with pipe dia. 500 mmUnit23,000,000.000.00.00.00.00.00.00.00.00.00.00.04.dOpen Trench Excavation for Manhole type D&D1, with pipe dia. 600 mmUnit23,000,000.000.00.016.00368,000,000.000.58640.00.00.00.00.0(16.00)(0.37)4.eOpen Trench Excavation for Manhole type D&D1, with pipe dia. 700mmUnit23,000,000.000.00.00.06.00138,000,000.000.21990.00.00.00.00.0(6.00)0.04.fOpen Trench Excavation for Manhole type D&D1, with pipe dia. 800 mmUnit23,000,000.000.00.015.00345,000,000.000.54976.000.06.000.40000.2199(9.00)(0.15)5.aOpen Trench Excavation for Manhole type E&E1, with pipe dia. 300 mmUnit25,015,605.660.00.00.00.00.00.05.bOpen Trench Excavation for Manhole type E&E1, with pipe dia. 400 mmUnit25,015,605.660.00.00.00.00.05.cOpen Trench Excavation for Manhole type E&E1, with pipe dia. 500 mmUnit25,015,605.660.00.00.00.00.05.dOpen Trench Excavation for Manhole type E&E1, with pipe dia. 600 mmUnit22,724,844.992.0045,449,689.980.072417.00386,322,364.830.61560.00.00.00.00.0(17.00)0.05.eOpen Trench Excavation for Manhole type E&E1, with pipe dia. 700 mmUnit25,015,605.660.00.04.00100,062,422.640.15942.000.02.000.50000.0797(2.00)0.085.fOpen Trench Excavation for Manhole type E&E1, with pipe dia. 800 mmUnit25,015,605.660.00.027.00675,421,352.821.07621.000.01.000.03700.0399(26.00)(0.24)6.fOpen Trench Excavation for Manhole type F&F1, with pipe dia. 800 mmUnit80,526,683.090.04.00322,106,732.360.51320.00.00.00.00.0(4.00)(0.51)IIISUPPLY AND INSTALL OF PIPE44,279,186,302.280.00.00.00.00.00.0ASUPPLY AND INSTALL OF REINFORCE CONCRETE PIPE (RCP) PIPE IN OPEN3,346,497,284.440.00.00.00.00.00.0TRENCH LINE0.00.00.00.00.00.01RCP Pipe diameter 300 mmM991,239.91516.00511,479,793.560.81500.00.00.00.00.00.00.00.00.00.02RCP Pipe diameter 400 mmM1,081,654.04686.00742,014,671.441.18230.00.00.00.00.00.00.00.00.00.03RCP Pipe diameter 500 mmM1,216,966.14422.00513,559,711.080.81830.00.00.00.00.00.00.00.00.00.04RCP Pipe diameter 600 mmM1,486,972.111,541.002,291,424,021.513.6512822.001,222,291,074.421.9476709.350.00709.350.86301.6807(112.65)(0.20)822.20709.555RCP Pipe diameter 700 mmM1,667,182.162,754.004,591,419,668.647.3160824.001,373,758,099.842.1890804.660.00810.860.98402.1540(13.14)0.62823.38810.236RCP Pipe diameter 800 mmM2,161,677.931,258.002,719,390,835.944.3331347.16750,448,110.181.1958344.940.00344.940.99361.1881(2.22)0.19346.97344.74BSUPPLY AND INSTALL OF REINFORCE CONCRETE PIPE (RCP) PIPE40,932,689,017.840.00.00.00.00.00.0BY JACKING PIPE SYSTEM0.00.00.00.00.00.01RCP Pipe diameter 300 mmM6,245,227.3084.00524,599,093.200.83590.00.00.00.00.00.00.00.00.00.02RCP Pipe diameter 400 mmM7,335,606.31303.002,222,688,711.933.54160.00.00.00.00.00.00.00.00.00.03RCP Pipe diameter 500 mmM8,111,699.60861.006,984,173,355.6011.12860.00.00.00.00.00.00.00.00.00.04RCP Pipe diameter 600 mmM9,022,486.77728.006,568,370,368.5610.46611,512.0213,642,138,353.5621.7375424.940.00424.940.28106.1092(1,087.07)1.341,510.67423.605RCP Pipe diameter 700 mmM9,753,682.11583.005,686,396,670.139.06070.00.00.00.00.00.00.00.00.00.06RCP Pipe diameter 800 mmM9,843,478.03100.00984,347,803.001.56852,772.4527,290,550,664.2743.48501,162.41201.071,363.480.491821.3858(1,408.97)(0.15)2,772.601,363.64251.3257.8036IVMANHOLES3,238,521,784.940.00.00.00.00.00.01.aManhole type A&A1&A1 with pipe dia. 300 mm complete with coverUnit18,300,585.023.0054,901,755.060.08750.00.00.00.00.00.00.00.00.00.01.bManhole type A&A1&A1 with pipe dia. 400 mm complete with coverUnit18,300,585.026.00109,803,510.120.17500.00.00.00.00.00.00.00.00.00.01.cManhole type A&A1&A1 with pipe dia. 500 mm complete with coverUnit18,300,585.023.0054,901,755.060.08750.00.00.00.00.00.00.00.00.00.01.dManhole type A&A1&A1 with pipe dia. 600 mm complete with coverUnit18,300,585.025.0091,502,925.100.14580.00.00.00.00.00.00.00.00.00.01.eManhole type A&A1&A1 with pipe dia. 700 mm complete with coverUnit18,300,585.026.00109,803,510.120.17500.00.00.00.00.00.00.00.00.00.01.fManhole type A&A1&A1 with pipe dia. 800 mm complete with coverUnit18,098,381.920.00.00.00.00.00.00.00.00.00.00.02.aManhole type B&B1 with pipe dia. 300 mm complete with coverUnit22,065,207.836.00132,391,246.980.21100.00.00.00.00.00.00.00.00.00.02.bManhole type B&B1 with pipe dia. 400 mm complete with coverUnit22,065,207.8310.00220,652,078.300.35160.00.00.00.00.00.00.00.00.00.02.cManhole type B&B1 with pipe dia. 500 mm complete with coverUnit22,065,207.8314.00308,912,909.620.49220.00.00.00.00.00.00.00.00.00.02.dManhole type B&B1 with pipe dia. 600 mm complete with coverUnit22,065,207.8318.00397,173,740.940.63290.00.00.00.00.00.00.00.00.00.02.eManhole type B&B1 with pipe dia. 700 mm complete with coverUnit22,065,207.8339.00860,543,105.371.37120.00.00.00.00.00.00.00.00.00.02.fManhole type B&B1 with pipe dia. 800 mm complete with coverUnit22,065,207.832.0044,130,415.660.07030.00.00.00.00.00.00.00.00.00.03.aManhole type C&C1 with pipe dia. 300 mm complete with coverunit25,475,207.830.00.00.00.00.00.00.00.00.00.00.03.bManhole type C&C1 with pipe dia. 400 mm complete with coverunit25,475,207.830.00.00.00.00.00.00.00.00.00.00.03.cManhole type C&C1 with pipe dia. 500 mm complete with coverUnit25,475,207.832.0050,950,415.660.08120.00.00.00.00.00.00.00.00.00.03.dManhole type C&C1 with pipe dia. 600 mm complete with coverUnit25,475,207.838.00203,801,662.640.32470.00.00.00.00.00.00.00.00.00.03.eManhole type C&C1 with pipe dia. 700 mm complete with coverUnit25,475,207.831.0025,475,207.830.04060.00.00.00.00.00.00.00.00.00.03.fManhole type C&C1 with pipe dia. 800 mm complete with coverUnit25,475,207.8315.00382,128,117.450.60890.00.00.00.00.00.00.00.00.00.04.aManhole type D&D1 with pipe dia. 300 mm complete with coverUnit26,405,708.620.00.00.00.00.00.00.00.00.00.00.00.04.bManhole type D&D1 with pipe dia. 400 mm complete with coverUnit26,405,708.620.00.00.00.00.00.00.00.00.00.00.00.04.cManhole type D&D1 with pipe dia. 500 mm complete with coverUnit26,405,708.620.00.00.00.00.00.00.00.00.00.00.00.04.dManhole type D&D1 with pipe dia. 600 mm complete with coverUnit26,405,708.620.00.016.00422,491,337.920.67320.00.00.00.00.0(16.00)0.04.eManhole type D&D1 with pipe dia. 700 mm complete with coverUnit26,405,708.620.00.06.00158,434,251.720.25250.00.00.00.00.0(6.00)0.04.fManhole type D&D1 with pipe dia. 800 mm complete with coverUnit26,405,708.620.015.00396,085,629.300.63116.000.06.000.40000.2525(9.00)0.255.cManhole type E&E1 with pipe dia. 500 mm complete with coverUnit41,759,983.620.00.00.00.00.00.00.00.00.00.00.00.04.fManhole type D&D1 with pipe dia. 800 mm complete with coverUnit26,405,708.620.00.00.00.00.00.00.00.00.00.00.00.05.dManhole type E&E1 with pipe dia. 600 mm complete with coverUnit41,759,983.622.0083,519,967.240.133117.00709,919,721.541.13120.00.00.00.00.0(17.00)0.05.eManhole type E&E1 with pipe dia. 700 mm complete with coverUnit41,759,983.620.04.00167,039,934.480.26622.000.02.000.50000.1331(2.00)0.135.fManhole type E&E1 with pipe dia. 800 mm complete with coverUnit41,759,983.620.027.001,127,519,557.741.79661.000.01.000.03700.0665(26.00)0.076.fManhole type F&F1 with pipe dia. 800 mm complete with coverUnit64,257,838.060.04.00257,031,352.240.40960.00.00.00.00.0(4.00)0.0VGUARD HOUSE, PUMPING STATION AND GENSET HOUSELS1,767,509,167.371.001.001,767,546,470.980.00.00.00.0AGUARD HOUSEUNIT105,000,000.001.001.00105,000,000.000.00.00.00.01Guard House type 30M23,500,000.0030.00105,000,000.000.167330.00105,000,000.000.16730.00.00.00.0BMECHANICAL FOR PUMPING STATIONSET 618,903,913.671.001.00618,903,913.670.00.00.00.01Submersible Pump (Non Clogging), Q=104 ltr/sec, H=7m, electro motor 15kW, complete0.00.00.00.00.0Supply the equipmentUnit253,006,734.691.00253,006,734.690.40311.00253,006,734.690.40310.00.00.00.0Installation cost (complete)Unit242,000.001.00242,000.000.00041.00242,000.000.00040.00.00.00.02Generator Set cap. 64 KVA Silent type, 220/400 V, 50 Hz, 1500 RPM complete0.00.00.00.0Supply the equipmentUnit215,567,162.191.00215,567,162.190.34351.00215,567,162.190.34350.00.00.00.0Installation cost (complete)Unit1,056,000.001.001,056,000.000.00171.001,056,000.000.00170.00.00.00.0Sewa CraneJam472,057.144.001,888,228.560.00304.001,888,228.560.00300.00.00.00.03Pemasangan Discharge L=5m & Wall Pipe 300 mm, L=2m c/w pudel waterstop, complete clampsbh6,238,571.433.0018,715,714.290.02983.0018,715,714.290.02980.00.00.00.04Bend 90 dia 300.bh1,914,015.713.005,742,047.130.00913.005,742,047.130.00910.00.00.00.05Bend 45 dia 300 c/w flens PN 10.bh1,524,285.713.004,572,857.130.00733.004,572,857.130.00730.00.00.00.06Rantai SUS L=7 mUnit800,000.003.002,400,000.000.00383.002,400,000.000.00380.00.00.00.07Screen ukuran 2.130 x 1.300Unit22,000,000.002.0044,000,000.000.07012.0044,000,000.000.07010.00.00.00.08Reducer 200x300 c/w flens PN 10bh1,162,857.143.003,488,571.420.00563.003,488,571.420.00560.00.00.00.09Sling Guide Rail dia 20mm stainless steel complete with frameUnit3,514,060.001.003,514,060.000.00561.003,514,060.000.00560.00.00.00.010Lifting equipment complete with portable hoist crane, Kap 3 Ton (Electrical)Unit37,894,741.361.0037,894,741.360.06041.0037,894,741.360.06040.00.00.00.011Tangki solar harian kap. 10.000 ltr, termasuk perpipaan dan pondasiUnit26,815,796.901.0026,815,796.900.04271.0026,815,796.900.04270.00.00.00.00.00.00.0CGENSET HOUSE1,043,605,253.701.001.001,043,642,557.310.00.00.00.0I.PREPARATION WORKS0.00.00.00.00.01Pembersihan LokasiLs1,012,000.001.001,012,000.000.00161.001,012,000.000.00160.00.00.00.02Pengukuran dan Pemasangan Buowplank m 24,00m89,567.2624.002,149,614.240.003424.002,149,614.240.00340.00.00.00.0II.FOUNDATION WORKS0.00.00.00.00.01Galian Tanah Pondasi 1 < h < 2 mm69,142.8635.922,483,749.820.004035.922,483,749.820.00400.00.00.00.02Urugan tanah kembali bekas galian pondasi dipadatkan mm29,857.1411.97357,509.390.000611.97357,509.390.00060.00.00.00.03Lapisan pasir dibawah pondasi dipadatkan t=10 cmm135,457.142.00270,914.280.00042.00270,914.280.00040.00.00.00.0IV.CONCRETE AND MASONRY WORKS0.00.00.00.00.01Lantai Kerja t= 10 cm dibawah Pondasi, K. 125m659,538.970.40263,815.590.00040.40263,815.590.00040.00.00.00.02Beton Pondasi Tapak 100x100x25 cm, K.225, Semen type Im4,783,347.811.115,304,732.720.00851.115,304,732.720.00850.00.00.00.03Beton Sloof 20x30 cm, K.225, Semen type Im6,443,495.310.966,185,755.500.00990.966,185,755.500.00990.00.00.00.04Beton Kolom 30x30 cm, K.225, Semen type Im7,753,923.121.7813,817,491.000.02201.7813,817,491.000.02200.00.00.00.05Beton Kolom 20x30 cm, K.225, Semen type Im7,753,923.120.594,605,830.330.00730.594,605,830.330.00730.00.00.00.06Beton Balok Atap 20x30 cm, K.225, Semen type Im7,194,416.921.329,496,630.330.01511.329,496,630.330.01510.00.00.00.07Plat atap beton t = 10 cm, K.225, Semen type Im4,136,119.472.7411,349,511.830.01812.7411,349,511.830.01810.00.00.00.08Plat Luifel 50x7.5, K.225, Semen type Im4,243,874.040.833,501,196.080.00560.833,501,196.080.00560.00.00.00.09Pasangan Aanstamping 20 cm dibawah sloofm310,776.193.20994,483.810.00163.20994,483.810.00160.00.00.00.010Pondasi batu pecah spesi 1 : 4 dibawah Sloofm538,632.297.043,791,971.320.00607.043,791,971.320.00600.00.00.00.011Pasangan 1/2 bata spesi 1 : 3m179,344.003.90699,441.600.00113.90699,441.600.00110.00.00.00.012Pasangan 1/2 bata spesi 1 : 4m176,693.0041.577,345,128.010.011741.577,345,128.010.01170.00.00.00.013Plesteran dinding 1 PC : 2 PSR + acianm93,431.187.80728,763.200.00127.80728,763.200.00120.00.00.00.014Plesteran dinding 1 PC : 4 PSR + acianm89,137.8483.147,410,920.020.011883.147,410,920.020.01180.00.00.00.015Roosterm168,344.000.4067,337.600.00010.4067,337.600.00010.00.00.00.016Pondasi Genset 100x210x135 cm, K.225 tulangan U.39 unit 1,00unit68,717,973.161.0068,717,973.160.10951.0068,717,973.160.10950.00.00.00.0V.FLOOR WORK0.00.00.00.00.01Urugan tanah di bawah lantai tebal 20 cmm143,074.304.80686,756.640.00114.80686,756.640.00110.00.00.00.02Urugan Pasir dipadatkan tebal 10 cmm138,076.192.40331,382.860.00052.40331,382.860.00050.00.00.00.03Lantai Beton Rabat diaci t = 10 cmm125,022.339.001,125,200.970.00189.001,125,200.970.00180.00.00.00.04Lantai Keramik 20x20 cm warna berglazur kasarm156,357.3115.002,345,359.650.003715.002,345,359.650.00370.00.00.00.05Gravel dibawah cor lantai beton dipadatkan tebal 10 cmm36,551.4315.00548,271.450.000915.00548,271.450.00090.00.00.00.06Lantai Kerja dibawah cor lantai beton, K 100 tebal 5 cmm659,538.970.75494,654.230.00080.75494,654.230.00080.00.00.00.07Lantai Beton Wiremesh M8 tebal 10 cm, K. 175m1,406,314.341.502,109,471.510.00341.502,109,471.510.00340.00.00.00.0VI.DOORS AND VENTILATION0.00.00.00.01Pintu Harmonika 300x300 cm, type P1bh1,706,841.711.001,706,841.710.00271.001,706,841.710.00270.00.00.00.02Pintu Rolling Door 300x300 cm, type P2bh10,670,270.291.0010,670,270.290.01701.0010,670,270.290.01700.00.00.00.03Ventilasi Jalusi type B1bh662,585.001.00662,585.000.00111.00662,585.000.00110.00.00.00.04Ventilasi type V1bh555,060.002.001,110,120.000.00182.001,110,120.000.00180.00.00.00.0VII.ELECTRICAL WORKS0.00.00.00.0A.Electrical Work for Genset House Building0.00.00.00.01Lighting installation incl : cable, conduit, junction box, switch and accessoriesset275,000.008.002,200,000.000.00358.002,200,000.000.00350.00.00.00.0(From LP-LK to lamp, outlet, Fan incl switch)0.00.00.00.00.00.02Fluorescent lamp (cool white) 2 x 36 Watt, Industrial type (Type B)set990,000.002.001,980,000.000.00322.001,980,000.000.00320.00.00.00.03Fluorescent lamp (cool white) 1 x 36 Watt, Industrial type, Damp Proof (Type A)set605,000.002.001,210,000.000.00192.001,210,000.000.00190.00.00.00.04Emergency lighting, 2 x 55 Watt, Halogen (Type G)set440,000.001.00440,000.000.00071.00440,000.000.00070.00.00.00.05Barret lamp, cover white acrilyc, 18 watt (Type D)set286,000.001.00286,000.000.00051.00286,000.000.00050.00.00.00.06Outlet (receptacle) 10 A / 220 Vset165,000.001.00165,000.000.00031.00165,000.000.00030.00.00.00.07Exhaust Fan 750 wattset6,050,000.002.0012,100,000.000.01932.0012,100,000.000.01930.00.00.00.0B.Electrical Work for Mechanical Equipment Installation0.00.00.00.00.0IInstrumen Panel (see drawing)0.00.00.00.00.01Low Voltage Main Distributin Panel (LV-MDP/MCC) c/w AMF/ATS module,set715,000,000.001.00715,000,000.001.13931.00715,000,000.001.13930.00.00.00.0Circuit Breaker, Surge Arrester, Capacitor bank and accessories for interlocking ,0.00.00.00.00.0controlling, monitoring etc0.00.00.00.00.02Lighting Panel Genset House (LP-LK) c/w circuit breaker,set6,600,000.001.006,600,000.000.01051.006,600,000.000.01050.00.00.00.0controlling, monitoring etc0.00.00.00.00.03Junction box (For submersible pump), incl terminalset550,000.001.00550,000.000.00091.00550,000.000.00090.00.00.00.0IIPower Cable (see drawing)0.00.00.00.00.01From PLN' s meter box to LV-MDP/MCC0.00.00.00.00.0NYY (4 x 35) mmm379,500.0020.007,590,000.000.012120.007,590,000.000.01210.00.00.00.0NYA 1 x 25 mmm85,800.0020.001,716,000.000.002720.001,716,000.000.00270.00.00.00.02From Terminal Generator to LV-MDP/MCC0.00.00.00.00.0NYY (4 x 35) mmm379,500.0020.007,590,000.000.012120.007,590,000.000.01210.00.00.00.0NYA 1 x 25 mmm85,800.0020.001,716,000.000.002720.001,716,000.000.00270.00.00.00.03From LV-MDP/MCC to Junction box motor 15 kW, No 10.00.00.00.00.0NYY 2 x (3 x 4) mmm671,000.0025.0016,775,000.000.026725.0016,775,000.000.02670.00.00.00.0NYA 1 x 6 mmm85,800.0025.002,145,000.000.003425.002,145,000.000.00340.00.00.00.04From LV-MDP/MCC to Junction box motor 15 kW, No 20.00.00.00.00.0NYY 2 x (3 x 4) mmm671,000.0027.0018,117,000.000.028927.0018,117,000.000.02890.00.00.00.0NYA 1 x 6 mmm85,800.0027.002,316,600.000.003727.002,316,600.000.00370.00.00.00.05From LV-MDP/MCC to Junction box motor 15 kW, No 30.00.00.00.00.0NYY 2 x (3 x 4) mmm671,000.0029.0019,459,000.000.031029.0019,459,000.000.03100.00.00.00.0NYA 1 x 6 mmm85,800.0029.002,488,200.000.004029.002,488,200.000.00400.00.00.00.06From LV-MDP/MCC to LP - LK)0.00.00.00.00.0NYY 4 x 4 mmm182,600.0015.002,739,000.000.004415.002,739,000.000.00440.00.00.00.0NYA 1 x 6 mmm85,800.0015.001,287,000.000.002115.001,287,000.000.00210.00.00.00.07From From LV-MDP/MCC to LCP - LFT/LK , including grounding0.00.00.00.00.0NYY 3 x (12 x 1,5) mmm125,400.0030.003,762,000.000.006030.003,762,000.000.00600.00.00.00.08From FromLV-MDP/MCC to elektrode rod (level control)0.00.00.00.00.0NYY 7 x 1,5 mmm105,600.0030.003,168,000.000.005030.003,168,000.000.00500.00.00.00.0VIII.OUTDOOR LIGHTING0.00.00.00.00.01Lighting installation incl :underground cable c/w protection and accessoriesset660,000.001.00660,000.000.00111.00660,000.000.00110.00.00.00.0(From LP-LK to terminal box outdoor lighting)0.00.00.00.00.02High Pressure Sodium 250 watt c/w lighting pole 9 m,set10,450,000.001.0010,450,000.000.01671.0010,450,000.000.01670.00.00.00.0foundation, box MCB 4 A.0.00.00.00.00.0IX.PAINTING WORKS0.00.00.00.00.01Pengecatan dinding tembokm36,661.43181.886,667,980.890.0106181.886,667,980.890.01060.00.00.00.02Pengecatan Kusen dan Jalusim40,420.1314.21574,350.650.000914.21574,350.650.00090.00.00.00.03Pengecatan Pintu Besim43,343.9318.00780,190.740.001218.00780,190.740.00120.00.00.00.04Pengecatan atap dan list plank betonm38,975.7150.021,949,565.010.003150.021,949,565.010.00310.00.00.00.05Lapisan aspal & pasir pada bagian atas atapm133,774.6330.004,013,238.900.006430.004,013,238.900.00640.00.00.00.0X.MISCELLANEOUS WORK0.00.00.00.00.01Pipa Talang :0.00.00.00.00.0a.Pipa 3" PVC klas Dm55,000.007.60418,000.000.00077.60418,000.000.00070.00.00.00.0b.Bend 90 3" PVC klas Dbh110,000.008.00880,000.000.00148.00880,000.000.00140.00.00.00.0c.Roof Drain cast iron 80mmbh148,500.002.00297,000.000.00052.00297,000.000.00050.00.00.00.02Saluran air hujan 1/2 dia. 20cmm300,000.0020.006,000,000.000.009620.006,000,000.000.00960.00.00.00.03Saluran untuk penempatan kabel listrik (beton bertulang K 225)m817,892.695.814,751,956.530.00765.814,751,956.530.00760.00.00.00.04Ventilasi 90 x 100 cmunit2,454,790.451.002,454,790.450.00391.002,454,790.450.00390.00.00.00.0

62,758,584,247.82100.0062,758,584,247.82100.00JUMLAH44.0566(0.00)SCHEDULE/TARGET39.753DEVIASI/SELISIH4.303

Medan,30 March 2014Disetujui oleh,Diperiksa Oleh,Dibuat Oleh,Direksi Teknis MSMHP 5Konsultan PengawasKontraktor22.255Sinotech Engineering Consultant,Ltd,and AssociatesPT. WIJAYA KARYA (Persero) Tbk.7.418536.63829.22021.801

Beno Tituhe, ST.Lokot P. Siregar, STIr. Parlaungan NapitupuluMaruli T. Simanjutak, STKetuaAnggotaProject EngineerProject Manager

Page &P

M73Minggu Ke:73Nomor Kontrak : HK.02.07-CL/PPK-PIM/MSMP-5/486/2012Tanggal:31-Mar-14s/d6-Apr-14Tanggal Kontrak: 09 Nopember 2012Pekerjaan:Sewerage System Medan - Optimization (NCB)No Amandemen 2: 762/AMD-SPK/PPK-PIM/MSMHP-5/2013Lok./Ds./Kec:Kota Medan- Provinsi Sumatera UtaraTanggal Amandemen 2: 27 September 2013Paket:MSMHP Paket No. 5Waktu Pelaksanaan: 870 Hari KalenderKontraktor:PT. Wijaya Karya,(PERSERO),TbkNilai Kontrak: Rp. 62,758,584,000Tahun Anggaran: 2012-2014LAPORAN MINGGUANPENGEMBANGAN INFRASTRUKTUR PENYEHATAN LINGKUNGAN PERMUKIMAN METROPOLITANNO ITEMURAIAN PEKERJAANSATUANUNIT PRICEKONTRAK AWALAmandemen 2REALISASI FISIKPROGRES S/D MINGGU INI (%)VOLUMEAMOUNT (Rp.)BOBOT (%)VOLUMEAMOUNT (Rp.)BOBOT (%)S/D MINGGU LALUMINGGU INIS/D MINGGU INI44.069VOLUME(%)12345678.00910=(8+9)11=(10/6)12=(11*5)IPREPARATION WORKSLS3,127,803,3331.0012,238,801,391.35AMobilized and DemobilizedLS282,500,0001.001282,500,000.00 I.EquipmentLS207,000,0001.000.01207,000,000.001Excavator, PC 200 series4 unittimes2,500,000.008.0020,000,000.000.03198.0020,000,000.000.03196.006.000.75000.0239(2.00)(0.00)2Dum Truck, 8 Ton12 unittimes1,500,000.0024.0036,000,000.000.057424.0036,000,000.000.057424.0024.001.00000.05740.0(0.00)3Dum Truck, 6 Ton6 unittimes1,250,000.0012.0015,000,000.000.023912.0015,000,000.000.023912.0012.001.00000.02390.0(0.00)4Concrete Mixer, cap. 0,125m33 unittimes500,000.006.003,000,000.000.00486.003,000,000.000.00483.003.000.50000.0024(3.00)(0.00)5Concrete Vibrator6 unittimes500,000.002.001,000,000.000.00162.001,000,000.000.00161.001.000.50000.0008(1.00)(0.00)6Generator Set 5 kVA2 unittimes1,500,000.002.003,000,000.000.00482.003,000,000.000.00481.001.000.50000.0024(1.00)(0.00)7Spot Light 1000 watt, complete supporting stand4 unittimes500,000.002.001,000,000.000.00162.001,000,000.000.00161.001.000.50000.0008(1.00)(0.00)8Submersible engine pump cap. 2 HP3 unittimes1,000,000.002.002,000,000.000.00322.002,000,000.000.00321.001.000.50000.0016(1.00)(0.00)9Welding Machine1 unittimes500,000.002.001,000,000.000.00162.001,000,000.000.00161.001.000.50000.0008(1.00)(0.00)10Crane cap. 20 Ton1 unittimes2,500,000.002.005,000,000.000.00802.005,000,000.000.00801.001.000.50000.0040(1.00)(0.00)11Drum cap 200 litre4 unittimes1,000,000.002.002,000,000.000.00322.002,000,000.000.00321.001.000.50000.0016(1.00)(0.00)12Waterpass Leveling2 unittimes1,000,000.002.002,000,000.000.00322.002,000,000.000.00322.002.001.00000.00320.0(0.00)13Geodetic Total Station2 unittimes1,000,000.002.002,000,000.000.00322.002,000,000.000.00322.002.001.00000.00320.0(0.00)14Compressor1 unittimes500,000.002.001,000,000.000.00162.001,000,000.000.00161.001.000.50000.0008(1.00)(0.00)15Tamping Rammer / Stamper2 unittimes500,000.002.001,000,000.000.00162.001,000,000.000.00161.001.000.50000.0008(1.00)(0.00)16Motor Cycle4 unittimes500,000.008.004,000,000.000.00648.004,000,000.000.00644.004.000.50000.0032(4.00)(0.00)17Pick Up2 unittimes1,000,000.004.004,000,000.000.00644.004,000,000.000.00642.002.000.50000.0032(2.00)(0.00)18Vehicle Car2 unittimes500,000.004.002,000,000.000.00324.002,000,000.000.00322.002.000.50000.0016(2.00)(0.00)19Jack Hammer3 unittimes1,500,000.002.003,000,000.000.00482.003,000,000.000.00481.001.000.50000.0024(1.00)(0.00)20Asphalt Cutter3 unittimes2,500,000.002.005,000,000.000.00802.005,000,000.000.00801.001.000.50000.0040(1.00)(0.00)21Pipe Cutter2 unittimes1,500,000.002.003,000,000.000.00482.003,000,000.000.00481.001.000.50000.0024(1.00)(0.00)22Stom Wales cap. 8 Ton2 unittimes2,500,000.004.0010,000,000.000.01594.0010,000,000.000.01592.002.000.50000.0080(2.00)(0.00)23Safety Equipment1 settimes500,000.002.001,000,000.000.00162.001,000,000.000.00161.001.000.50000.0008(1.00)(0.00)24Contractor Site Office Equipment2 unittimes20,000,000.004.0080,000,000.000.12754.0080,000,000.000.12752.002.000.50000.0637(2.00)(0.00) II.Personnel (At Cost)LS75,500,000.001.000.01.0075,500,000.000.00.00.00.00.01Construction Manager1 persontimes2,000,000.002.004,000,000.000.00642.004,000,000.000.00641.001.000.50000.0032(1.00)(0.00)2Site Manager1 persontimes2,000,000.002.004,000,000.000.00642.004,000,000.000.00641.001.000.50000.0032(1.00)(0.00)3Project Engineering Manager1 persontimes2,000,000.002.004,000,000.000.00642.004,000,000.000.00641.001.000.50000.0032(1.00)(0.00)4Administration & Finance Manager1 persontimes2,000,000.002.004,000,000.000.00642.004,000,000.000.00641.001.000.50000.0032(1.00)(0.00)5Quality Engineer1 persontimes1,750,000.002.003,500,000.000.00562.003,500,000.000.00561.001.000.50000.0028(1.00)(0.00)6Quantity Survey1 persontimes1,750,000.002.003,500,000.000.00562.003,500,000.000.00561.001.000.50000.0028(1.00)(0.00)7Contract Administration1 persontimes1,750,000.002.003,500,000.000.00562.003,500,000.000.00561.001.000.50000.0028(1.00)(0.00)8Field Laboratory Staff2 persontimes1,750,000.004.007,000,000.000.01124.007,000,000.000.01122.002.000.50000.0056(2.00)(0.00)9Autocadman2 persontimes1,750,000.004.007,000,000.000.01124.007,000,000.000.01122.002.000.50000.0056(2.00)(0.00)10Pipeline Engineer1 persontimes1,750,000.002.003,500,000.000.00562.003,500,000.000.00561.001.000.50000.0028(1.00)0.0011Civil Engineer1 persontimes1,750,000.002.003,500,000.000.00562.003,500,000.000.00562.002.001.00000.00560.0(0.00)12Surveyor2 persontimes1,750,000.004.007,000,000.000.01124.007,000,000.000.01122.002.000.50000.0056(2.00)(0.00)13Field Superintendent4 persontimes1,750,000.008.0014,000,000.000.02238.0014,000,000.000.02231.001.000.12500.0028(7.00)(0.00)14Purchasing and Accounting Staff1 persontimes1,750,000.002.003,500,000.000.00562.003,500,000.000.00561.001.000.50000.0028(1.00)(0.00)15Cashier1 persontimes1,750,000.002.003,500,000.000.00562.003,500,000.000.00561.001.000.50000.0028(1.00)(0.00)BTemporary WorksLS662,900,0001.0011,038,733,058.020.00.00.00.00.01Temporary Site Office (rental basis cost)LS98,000,0001.00198,000,000.000.00.00.00.00.01Site office, including employer and consultant office, copmplete with furniture (rental) = 72 m2month3,000,000.0020.0060,000,000.000.095620.0060,000,000.000.095613.260.1413.390.66970.0640(6.61)0.012Warehouse (rental) = 28 m2month1,000,000.0020.0020,000,000.000.031920.0020,000,000.000.031913.260.1413.390.66970.0213(6.61)0.003Spoil Bankmonth1,000,000.0018.0018,000,000.000.028718.0018,000,000.000.028710.530.1210.650.59190.0170(7.35)0.002Communication Cost (Faximilie, Telephone & Email)LS37,000,0001.00137,000,000.000.00.00.00.00.01Fulse for Faximilie CostMonth850,00020.0017,000,000.000.02712017,000,000.000.027113.260.1413.390.66970.0181(6.61)0.002Pulse for Telephone & email (internetting)Month1,000,00020.0020,000,000.000.03192020,000,000.000.031913.260.1413.390.66970.0213(6.61)0.003Water for Works and DewateringLS108,000,0001.001108,000,000.000.00.00.00.00.01Submersible Engine Pump cap. 2 HP complete with pipingHour15,000.002,400.0036,000,000.000.05742,400.0036,000,000.000.05742,400.002,400.001.00000.05740.00.042OperatorHour20,000.002,400.0048,000,000.000.07652,400.0048,000,000.000.07652,400.002,400.001.00000.07650.00.053Gasoline + PelumasHour10,000.002,400.0024,000,000.000.03822,400.0024,000,000.000.03822,400.002,400.001.00000.03820.00.024Electric Power Supply for Works poweredLS342,000,0001.001342,000,000.000.00.00.00.00.01Genset 50 kVA complete with cable/installationHour50,000.001,800.0090,000,000.000.14341,800.0090,000,000.000.14341,455.0035.001,490.000.82780.1187(310.00)0.042Operator + Co OperatorHour20,000.001,800.0036,000,000.000.05741,800.0036,000,000.000.05741,455.0035.001,490.000.82780.0475(310.00)0.023Gasoline + PelumasHour120,000.001,800.00216,000,000.000.34421,800.00216,000,000.000.34421,455.0035.001,490.000.82780.2849(310.00)0.115Lighting for night working timeLS37,800,0001.00137,800,000.000.00.00.00.00.01Spot Light Lamp 1000 watt complete supporting standHour1,000.001,800.001,800,000.000.00291,800.001,800,000.000.002940.0040.000.02220.0001(1,760.00)(0.00)2OperatorHour20,000.001,800.0036,000,000.000.05741,800.0036,000,000.000.057440.0040.000.02220.0013(1,760.00)(0.00)6Project Name BoardUnit3,100,000.001.003,100,000.000.00491.003,100,000.000.00490.00.00.00.0(1.00)0.07Communication Cost (Faximilie, Telephone & Email)LS37,000,0001.000.00.00.00.01Fulse for Faximilie CostMonth850,00020.0017,000,000.000.02710.00.00.00.00.00.02Pulse for Telephone & email (internetting)Month1,000,00020.0020,000,000.000.03190.00.00.00.00.00.08Temporary FenceM405,689.701,017.6412,833,058.020.6578383.890.00383.890.37720.24820.02CEnvironmental Management Plan (EMP)LS310,000,0001.001310,000,000.000.00.00.00.00.01Noisely Test (detailed separately)point/mth2,500,000.0040.00100,000,000.000.159340.00100,000,000.000.15936.006.000.15000.0239(34.00)(0.00)2Air Quality Test (detailed separately)point/mth2,500,000.0040.00100,000,000.000.159340.00100,000,000.000.15936.006.000.15000.0239(34.00)(0.00)3Water Quality Test (detailed separately)point/mth2,500,000.0040.00100,000,000.000.159340.00100,000,000.000.15930.00.00.00.0(40.00)0.04Training Cost (detailed separately)times5,000,000.002.0010,000,000.000.01592.0010,000,000.000.01590.00.00.00.0(2.00)0.0DHealth, Safety and SecurityLS30,840,0001.00129,820,000.000.00.00.00.00.01Safety Tools0.017,460,000.000.00.00.00.01Safety CabinetMaterial : wood and glasspc1,000,000.001.001,000,000.000.00161.001,000,000.000.00161.001.001.00000.00160.0(0.00)2Seragam/Uniformpc500,000.0012.006,000,000.000.009612.006,000,000.000.009612.0012.001.00000.00960.0(0.00)3Peralatan dan kotak P3Kpc200,000.003.00600,000.000.00103.00600,000.000.00103.003.001.00000.00100.0(0.00)4Safety vestpc60,000.0012.00720,000.000.001112.00720,000.000.001112.0012.001.00000.00110.0(0.00)5Safety bootpc300,000.0012.003,600,000.000.005712.003,600,000.000.005712.0012.001.00000.00570.0(0.00)6Safety Shoespc300,000.0012.003,600,000.000.005712.003,600,000.000.005712.0012.001.00000.00570.0(0.00)7Helmet safetyHelm, Hard hat kelas Cpc50,000.0020.001,000,000.000.001620.001,000,000.000.001620.0020.001.00000.00160.0(0.00)8Safety Glassespc100,000.004.00400,000.000.00064.00400,000.000.00064.004.001.00000.00060.0(0.00)9GlovesMaterial : leather, for handling/heavy workspc30,000.0014.00420,000.000.000714.00420,000.000.000714.0014.001.00000.00070.0(0.00)10Maskpc20,000.006.00120,000.000.00026.00120,000.000.00026.006.001.00000.00020.0(0.00)11Ear PlugMM0.072.000.00.072.000.00.00.00.00.00.0(72.00)0.012Safety beltcap. 80 kgpc0.04.000.00.04.000.00.00.00.00.00.0(4.00)0.02Reportage0.012,360,000.000.00.00.01Laporan Harian6 copied incl. original per week @ 30 sheetcopied12,000.00480.005,760,000.000.0092480.005,760,000.000.0092299.973.31303.280.63180.0058(176.72)0.002Laporan Mingguan6 copied incl. original per week @ 20 sheetcopied10,000.00480.004,800,000.000.0076480.004,800,000.000.0076299.973.31303.280.63180.0048(176.72)0.003Laporan Bulanan6 copied incl. original per month @ 30 sheetcopied15,000.00120.001,800,000.000.0029120.001,800,000.000.002974.990.8375.820.63180.0018(44.18)0.00ETest PitPoints500,000.0012.006,000,000.000.009617.008,500,000.000.013510.0010.000.58820.0080(7.00)(0.00)FTry HolesPoints16,000,000.008.00128,000,000.000.20408.00128,000,000.000.20408.008.001.00000.20400.0(0.00)GInvestigation of the Existing StructureLs20,000,000.001.0020,000,000.000.03191.0020,000,000.000.03191.001.001.00000.03190.0(0.00)HTraffict ControlLS30,440,000.001.001.0030,440,000.000.00.00.00.00.01Safety Line/barrier tapePolyethilenepc200,000.004.00800,000.000.00134.00800,000.000.00134.004.001.00000.00130.0(0.00)2Safety Line/glow in the dark tapePolyethilenepc300,000.004.001,200,000.000.00194.001,200,000.000.00194.004.001.00000.00190.0(0.00)3Traffic conesMaterial:Plastic, H:70cm,Colour: Base orangepc140,000.0041.005,740,000.000.009141.005,740,000.000.009141.0041.001.00000.00910.0(0.00)4Looper tube42", 12 lb rubber basepc100,000.0013.001,300,000.000.002113.001,300,000.000.002113.0013.001.00000.00210.0(0.00)5Sign Lamp/Rotary lamp typepc1,000,000.004.004,000,000.000.00644.004,000,000.000.00644.004.001.00000.00640.0(0.00)6Lighting Lamppc200,000.002.00400,000.000.00062.00400,000.000.00062.002.001.00000.00060.0(0.00)7ROAD SIGNS :0.00.00.00.00.0Sign " HATI - HATI"Plate t: 2 mm, ukuran normalpc400,000.004.001,600,000.000.00254.001,600,000.000.00254.004.001.00000.00250.0(0.00)Sign " PERINGATAN ADANYA PEKERJAAN"Plate t: 2 mm, ukuran normalpc450,000.004.001,800,000.000.00294.001,800,000.000.00294.004.001.00000.00290.0(0.00)Rambu " LAJUR YANG HARUS DILEWATI"Plate t: 2 mm, ukuran normalpc400,000.004.001,600,000.000.00254.001,600,000.000.00254.004.001.00000.00250.0(0.00)Rambu " PENYEMPITAN JALAN"Plate t: 2 mm, ukuran normalpc400,000.004.001,600,000.000.00254.001,600,000.000.00254.004.001.00000.00250.0(0.00)Rambu " AWAL PEKERJAAN DI JALAN"Plate t: 2 mm, ukuran normalpc400,000.004.001,600,000.000.00254.001,600,000.000.00254.004.001.00000.00250.0(0.00)Rambu " AKHIR PEKERJAAN DI JALAN"Plate t: 2 mm, ukuran normalpc400,000.004.001,600,000.000.00254.001,600,000.000.00254.004.001.00000.00250.0(0.00)Barricade (conforming to ancillary regulation)Wood/Steel Pole completed with wheelpc400,000.009.003,600,000.000.00579.003,600,000.000.00579.009.001.00000.00570.0(0.00)Information board: ada pekerjaan jalan di depan 50 mPlate t: 2 mm, ukuran normalpc400,000.002.00800,000.000.00132.00800,000.000.00132.002.001.00000.00130.0(0.00)Information board: kurangi kecepatan/jalan satu jalurPlate t: 2 mm, ukuran normalpc400,000.002.00800,000.000.00132.00800,000.000.00132.002.001.00000.00130.0(0.00)di depan 40 m.0.00.00.00.00.0Traffict signal wandcolor: redpc500,000.004.002,000,000.000.00324.002,000,000.000.00324.004.001.00000.00320.0(0.00)IQuality Control Test CostLS1,266,300,0001.000.00.00.00.01Cube Compressive Strength Test bh50,000.00186.009,300,000.000.01480.00.00.00.00.00.00.02Steel Yield Strength Test for U-24 and U-39times1,500,000.003.004,500,000.000.00720.00.00.00.00.00.00.03Mix Design for concrete K-175Package4,000,000.001.004,000,000.000.00640.00.00.00.00.00.00.03Mix Design for concrete K-225Package4,000,000.001.004,000,000.000.00640.00.00.00.00.00.00.04Mix Design for concrete K-350Package4,000,000.001.004,000,000.000.00640.00.00.00.00.00.00.05Sand Cone Testtimes1,500,000.00637.00955,500,000.001.52250.00.00.00.00.00.00.06Flow Testtimes1,000,000.0099.0099,000,000.000.15770.00.00.00.00.00.00.07Prime Coat thickness testtimes1,000,000.0089.0089,000,000.000.14180.00.00.00.00.00.00.08Core Drill Testtimes1,000,000.0089.0089,000,000.000.14180.00.00.00.00.00.00.09Job Mix Design for Asphaltic ConcretePackage4,000,000.001.004,000,000.000.00640.00.00.00.00.00.00.010Job Mix Formula for Asphaltic ConcretePackage4,000,000.001.004,000,000.000.00640.00.00.00.00.00.00.0JSurveying & Topography WorksKM3,000,000.00010.2630,765,000.000.049010.2630,765,000.000.049010.2610.261.00000.04900.0(0.00)KSoil Investigation WorkPoints7,000,00018.00126,000,000.000.200818126,000,000.000.200818.0018.001.00000.20080.0(0.00)LResttlement Cost & Safe GuardsDaywork520.00520148,000,000.000.00.00.00.00.01Surveying for Social Economic3 man-month (expert)Daywork300,000.0090.0027,000,000.000.043090.0027,000,000.000.043010.000.010.000.11110.0048(80.00)0.004 man-month (assistant)Daywork300,000.00120.0036,000,000.000.0574120.0036,000,000.000.057410.000.010.000.08330.0048(110.00)0.002Socializationmeetings5th gatheringDaywork3,000,000.005.0015,000,000.000.02395.0015,000,000.000.02391.000.01.000.20000.0048(4.00)0.003Inter-agency Coordination5th gatheringDaywork8,000,000.005.0040,000,000.000.06375.0040,000,000.000.06370.00.00.00.0(5.00)0.04Compensation for unbeneficiary due to project impactDaywork100,000.00300.0030,000,000.000.0478300.0030,000,000.000.047830.000.030.000.10000.0048(270.00)0.00MDocumentation and ReportsLS86,043,3331.00186,043,333.330.00.00.00.00.01Documentation by (photos & videos)0.060,583,333.330.00.00.01Video cameraUnit/Hour10,416.672,400.0025,000,000.000.03982,400.0025,000,000.000.03981,523.1716.551,539.720.64150.0256(860.28)0.002CameraUnit/Hour6,944.444,800.0033,333,333.330.05314,800.0033,333,333.330.05313,046.3333.103,079.430.64150.0341(1,720.57)0.003Weekly Documentation (in CD)5 copied include original per weekcopied4,500.00400.001,800,000.000.0029400.001,800,000.000.0029253.862.76256.620.64150.0018(143.38)0.004Monthly Documentation (in CD)5 copied include original per monthcopied4,500.00100.00450,000.000.0007100.00450,000.000.000763.470.6964.150.64150.0005(35.85)0.002ReportageLS4,500,0001.0014,500,000.000.00.00.00.00.01Daily Report (bundle per week)5 copied include original per week @ 50 sheetcopied5,000.00400.002,000,000.000.0032400.002,000,000.000.0032253.862.76256.620.64150.0020(143.38)0.002Weekly Report (bundle per week)5 copied include original per week @ 50 sheetcopied5,000.00400.002,000,000.000.0032400.002,000,000.000.0032253.862.76256.620.64150.0020(143.38)0.003Monthly Report (bundle per month)5 copied include original per week @ 50 sheetcopied5,000.00100.00500,000.000.0008100.00500,000.000.000863.470.6964.150.64150.0005(35.85)0.003Shop Drawing (A3, A1)LS7,860,0001.0017,860,000.000.00.00.00.00.01in A33 copied include original per week @ 175 sheetcopied120,000.003.00360,000.000.00063.00360,000.000.00062.000.02.000.66670.0004(1.00)0.002in A13 copied include original per week @ 175 sheetcopied2,500,000.003.007,500,000.000.01203.007,500,000.000.01200.00.00.00.00.0(3.00)0.04Asbuilt Drawing (A3, A1)LS13,100,0001.00113,100,000.000.00.00.00.00.01in A35 copied include original per week @ 132 sheetcopied120,000.005.00600,000.000.00105.00600,000.000.00100.00.00.00.0(5.00)0.02in A15 copied include original per week @ 132 sheetcopied2,500,000.005.0012,500,000.000.01995.0012,500,000.000.01990.00.00.00.0(5.00)0.0IIEXCAVATION BY OPEN TRENCH SYSTEM FOR PIPELINE, MANHOLE 11,234,528,298.270.00.00.0AND ROAD PAVEMENT RECONDITION, COMPLETE WITH SHEETING0.00.00.0AOPEN TRENCH EXCAVATION FOR PIPELINE8,899,615,425.620.00.00.01.aOpen Trench Excavation for Pipeline dia. 300 mm width = 1.30 m, depth < 2.00 m, M1,497,047.96205.00306,894,831.800.48900.00.00.00.00.00.00.01.bOpen Trench Excavation for Pipeline dia. 300 mm width = 1.30 m, depth = 2.00m - 3.00mM2,017,579.37311.00627,467,184.070.99980.00.00.00.00.00.00.01.cOpen Trench Excavation for Pipeline dia. 300 mm width = 1.30 m, depth = 3.00m - 4.00mM2,764,786.830.00.00.00.00.00.00.00.00.01.dOpen Trench Excavation for Pipeline dia. 300 mm width = 1.40 m, depth 4.00m-5.00mM3,346,171.420.00.00.00.00.00.00.00.00.01.eOpen Trench Excavation for Pipeline dia. 300 mm width = 1.40 m, depth 5.00m-6.00mM3,927,556.010.00.00.02.aOpen Trench Excavation for Pipeline dia. 400 mm width = 1.40 m, depth < 2.00 m, M1,611,505.76249.00401,264,934.240.63940.00.00.00.00.00.00.02.bOpen Trench Excavation for Pipeline dia. 400 mm width = 1.40 m, depth = 2.00m - 3.00mM2,172,078.05437.00949,198,107.851.51250.00.00.00.00.00.00.02.cOpen Trench Excavation for Pipeline dia. 400 mm width = 1.40 m, depth = 3.00m - 4.00mM2,976,763.010.00.00.00.00.00.00.00.00.02.dOpen Trench Excavation for Pipeline dia. 400 mm width = 1.40 m, depth = 4.00m - 5.00mM3,602,869.490.00.00.00.00.00.00.00.00.02.eOpen Trench Excavation for Pipeline dia. 450 mm width = 1.40 m, depth = 5.00m - 6.00mM4,228,975.970.00.00.00.00.00.00.00.03.aOpen Trench Excavation for Pipeline dia. 500 mm width = 1.50 m, depth < 2.00 m, M1,846,982.480.00.00.00.00.00.00.00.00.00.03.bOpen Trench Excavation for Pipeline dia. 500 mm width = 1.50 m, depth = 2.00m - 3.00mM2,326,476.77322.00749,125,519.941.19370.00.00.00.00.00.00.03.cOpen Trench Excavation for Pipeline dia. 500 mm width = 1.50 m, depth = 3.00m - 4.00mM2,927,089.94100.00292,708,994.000.46640.00.00.00.00.00.00.03.dOpen Trench Excavation for Pipeline dia. 500 mm width = 1.50 m, depth = 4.00m - 5.00mM3,859,467.600.00.00.00.00.00.00.00.00.03.eOpen Trench Excavation for Pipeline dia. 500 mm width = 1.50 m, depth = 5.00m - 6.00mM4,530,295.970.00.00.00.00.00.00.00.00.04.aOpen Trench Excavation for Pipeline dia. 600 mm width = 1.60 m, depth < 2.00 m,M2,251,856.65280.00630,519,862.001.00470.00.00.00.00.00.00.04.bOpen Trench Excavation for Pipeline dia. 600 mm width = 1.60 m, depth = 2.00m - 3.00mM2,480,775.53910.002,257,505,732.303.59710.00.00.00.00.00.00.04.cOpen Trench Excavation for Pipeline dia. 600 mm width = 1.60 m, depth = 3.00m - 4.00mM3,121,429.57251.00783,478,822.071.24840.00.00.00.00.00.00.04.dOpen Trench Excavation for Pipeline dia. 600 mm width = 1.60 m, depth = 4.00m - 5.00mM4,115,965.740.00.0822.003,383,323,838.285.3910350.830.0350.830.42682.3009(471.17)(1.81)627.354.eOpen Trench Excavation for Pipeline dia. 600 mm width = 1.60 m, depth = 5.00m - 6.00mM4,402,737.66100.00440,273,766.000.70150.00.00.00.00.00.00.087.99477806795.aOpen Trench Excavation for Pipeline dia. 700 mm width = 1.70 m, depth < 2.00 m,M1,954,279.40138.00269,690,557.200.42970.00.00.00.00.00.00.05.bOpen Trench Excavation for Pipeline dia. 700 mm width = 1.70 m, depth = 2.00m - 3.00mM2,634,974.322,616.006,893,092,821.1210.98350.00.00.00.00.00.00.05.cOpen Trench Excavation for Pipeline dia. 700 mm width = 1.70 m, depth = 3.00m - 4.00mM3,612,091.760.00.00.00.00.00.00.00.00.00.05.dOpen Trench Excavation for Pipeline dia. 700 mm width = 1.70 m, depth = 4.00m - 5.00mM4,372,363.920.00.00.0489.002,138,085,956.883.4068374.570.0374.570.76602.6096(114.43)2.615.eOpen Trench Excavation for Pipeline dia. 700 mm width = 1.70 m, depth = 5.00m - 6.00mM5,132,636.080.00.00.0335.001,719,433,086.802.7398222.910.0222.910.66541.8230(112.09)1.826.aOpen Trench Excavation for Pipeline dia. 800 mm width = 1.80 m, depth < 2.00 m,M2,213,680.000.00.00.00.00.00.00.00.00.00.06.bOpen Trench Excavation for Pipeline dia. 800 mm width = 1.80 m, depth = 2.00m - 3.00mM2,789,073.1547.00131,086,438.050.20890.00.00.00.00.00.00.06.cOpen Trench Excavation for Pipeline dia. 800 mm width = 1.80 m, depth = 3.00m - 4.00mM3,509,808.951,211.004,250,378,638.456.77260.00.00.00.00.00.00.06.dOpen Trench Excavation for Pipeline dia. 800 mm width = 1.80 m, depth = 4.00m - 5.00mM4,628,662.140.00.00.0244.501,131,707,893.231.8033187.290.0187.290.76601.3813(57.21)0.556.eOpen Trench Excavation for Pipeline dia. 800 mm width = 1.80 m, depth = 5.00m - 6.00mM5,433,656.190.00.00.097.00527,064,650.430.839874.3074.300.76600.6433(22.70)0.64M6,339,265.560.00.00.00.00.00.00.00.00.00.0BOPEN TRENCH EXCAVATION FOR MANHOLE2,334,912,872.650.00.00.01.aOpen Trench Excavation for Manhole type A&A1, with pipe dia. 300 mmUnit5,856,553.693.0017,569,661.070.02800.00.00.00.00.00.01.bOpen Trench Excavation for Manhole type A&A1, with pipe dia. 400 mmUnit5,857,052.486.0035,142,314.880.05600.00.00.00.00.00.01.cOpen Trench Excavation for Manhole type A&A1, with pipe dia. 500 mmUnit5,857,551.273.0017,572,653.810.02800.00.00.00.00.00.01.dOpen Trench Excavation for Manhole type A&A1, with pipe dia. 600 mmUnit5,858,050.075.0029,290,250.350.04670.00.00.00.00.00.01.eOpen Trench Excavation for Manhole type A&A1, with pipe dia. 700 mmUnit5,858,548.866.0035,151,293.160.05600.00.00.00.00.00.01.fOpen Trench Excavation for Manhole type A&A1, with pipe dia. 800 mmUnit5,858,548.860.00.00.00.00.00.00.00.02.aOpen Trench Excavation for Manhole type B&B1, with pipe dia. 300 mmUnit10,140,729.646.0060,844,377.840.09690.00.00.00.00.00.02.bOpen Trench Excavation for Manhole type B&B1, with pipe dia. 400 mmUnit10,131,141.6810.00101,311,416.800.16140.00.00.00.00.00.02.cOpen Trench Excavation for Manhole type B&B1, with pipe dia. 500 mmUnit10,121,553.7114.00141,701,751.940.22580.00.00.00.00.00.02.dOpen Trench Excavation for Manhole type B&B1, with pipe dia. 600 mmUnit10,111,965.7518.00182,015,383.500.29000.00.00.00.00.00.02.eOpen Trench Excavation for Manhole type B&B1, with pipe dia. 700 mmUnit10,102,377.7939.00393,992,733.810.62780.00.00.00.00.00.02.fOpen Trench Excavation for Manhole type B&B1, with pipe dia. 800 mmUnit10,092,789.832.0020,185,579.660.03220.00.00.00.00.00.03.aOpen Trench Excavation for Manhole type C&C1, with pipe dia. 300mmUnit13,961,039.570.00.00.00.00.00.00.03.bOpen Trench Excavation for Manhole type C&C1, with pipe dia. 400mmUnit13,961,039.570.00.00.00.00.00.00.00.03.cOpen Trench Excavation for Manhole type C&C1, with pipe dia. 500 mmUnit12,747,170.682.0025,494,341.360.04060.00.00.00.00.00.03.dOpen Trench Excavation for Manhole type C&C1, with pipe dia. 600 mmUnit12,737,582.728.00101,900,661.760.16240.00.00.00.00.00.03.eOpen Trench Excavation for Manhole type C&C1, with pipe dia. 700 mmUnit12,727,994.761.0012,727,994.760.02030.00.00.00.00.00.03.fOpen Trench Excavation for Manhole type C&C1, with pipe dia. 800 mmUnit12,718,406.8015.00190,776,102.000.30400.00.00.00.00.00.04.aOpen Trench Excavation for Manhole type D&D1, with pipe dia. 300mmUnit23,000,000.000.00.00.00.00.00.00.04.bOpen Trench Excavation for Manhole type D&D1, with pipe dia. 400mmUnit23,000,000.000.00.00.00.00.00.00.04.cOpen Trench Excavation for Manhole type D&D1, with pipe dia. 500 mmUnit23,000,000.000.00.00.00.00.00.00.00.04.dOpen Trench Excavation for Manhole type D&D1, with pipe dia. 600 mmUnit23,000,000.000.00.016.00368,000,000.000.58640.00.00.00.00.0(16.00)(0.37)4.eOpen Trench Excavation for Manhole type D&D1, with pipe dia. 700mmUnit23,000,000.000.00.00.06.00138,000,000.000.21990.00.00.00.0(6.00)0.04.fOpen Trench Excavation for Manhole type D&D1, with pipe dia. 800 mmUnit23,000,000.000.00.015.00345,000,000.000.54976.000.06.000.40000.2199(9.00)(0.15)5.aOpen Trench Excavation for Manhole type E&E1, with pipe dia. 300 mmUnit25,015,605.660.00.05.bOpen Trench Excavation for Manhole type E&E1, with pipe dia. 400 mmUnit25,015,605.660.05.cOpen Trench Excavation for Manhole type E&E1, with pipe dia. 500 mmUnit25,015,605.660.05.dOpen Trench Excavation for Manhole type E&E1, with pipe dia. 600 mmUnit22,724,844.992.0045,449,689.980.072417.00386,322,364.830.61560.00.00.00.0(17.00)0.05.eOpen Trench Excavation for Manhole type E&E1, with pipe dia. 700 mmUnit25,015,605.660.00.04.00100,062,422.640.15942.002.000.50000.0797(2.00)0.085.fOpen Trench Excavation for Manhole type E&E1, with pipe dia. 800 mmUnit25,015,605.660.00.027.00675,421,352.821.07621.000.01.000.03700.0399(26.00)(0.24)6.fOpen Trench Excavation for Manhole type F&F1, with pipe dia. 800 mmUnit80,526,683.090.04.00322,106,732.360.51320.00.00.00.00.0(4.00)(0.51)IIISUPPLY AND INSTALL OF PIPE44,279,186,302.280.00.00.0ASUPPLY AND INSTALL OF REINFORCE CONCRETE PIPE (RCP) PIPE IN OPEN3,346,497,284.440.00.00.0TRENCH LINE0.00.00.01RCP Pipe diameter 300 mmM991,239.91516.00511,479,793.560.81500.00.00.00.00.00.00.02RCP Pipe diameter 400 mmM1,081,654.04686.00742,014,671.441.18230.00.00.00.00.00.00.03RCP Pipe diameter 500 mmM1,216,966.14422.00513,559,711.080.81830.00.00.00.00.00.00.04RCP Pipe diameter 600 mmM1,486,972.111,541.002,291,424,021.513.6512822.001,222,291,074.421.9476709.350.00709.350.86301.6807(112.65)(0.20)822.20709.555RCP Pipe diameter 700 mmM1,667,182.162,754.004,591,419,668.647.3160824.001,373,758,099.842.1890810.860.00810.860.98402.1540(13.14)0.62823.38810.236RCP Pipe diameter 800 mmM2,161,677.931,258.002,719,390,835.944.3331347.16750,448,110.181.1958344.940.00344.940.99361.1881(2.22)0.19346.97344.74BSUPPLY AND INSTALL OF REINFORCE CONCRETE PIPE (RCP) PIPE40,932,689,017.840.00.00.0BY JACKING PIPE SYSTEM0.00.00.01RCP Pipe diameter 300 mmM6,245,227.3084.00524,599,093.200.83590.00.00.00.00.00.00.02RCP Pipe diameter 400 mmM7,335,606.31303.002,222,688,711.933.54160.00.00.00.00.00.00.03RCP Pipe diameter 500 mmM8,111,699.60861.006,984,173,355.6011.12860.00.00.00.00.00.00.04RCP Pipe diameter 600 mmM9,022,486.77728.006,568,370,368.5610.46611,512.0213,642,138,353.5621.7375424.940.00424.940.28106.1092(1,087.07)1.341,510.67423.605RCP Pipe diameter 700 mmM9,753,682.11583.005,686,396,670.139.06070.00.00.00.000.00.00.06RCP Pipe diameter 800 mmM9,843,478.03100.00984,347,803.001.56852,772.4527,290,550,664.2743.48501,363.480.01,363.480.491821.3858(1,408.97)(0.15)2,772.601,363.64251.3257.8036IVMANHOLES3,238,521,784.940.00.00.01.aManhole type A&A1&A1 with pipe dia. 300 mm complete with coverUnit18,300,585.023.0054,901,755.060.08750.00.00.00.00.00.00.01.bManhole type A&A1&A1 with pipe dia. 400 mm complete with coverUnit18,300,585.026.00109,803,510.120.17500.00.00.00.00.00.00.01.cManhole type A&A1&A1 with pipe dia. 500 mm complete with coverUnit18,300,585.023.0054,901,755.060.08750.00.00.00.00.00.00.01.dManhole type A&A1&A1 with pipe dia. 600 mm complete with coverUnit18,300,585.025.0091,502,925.100.14580.00.00.00.00.00.00.01.eManhole type A&A1&A1 with pipe dia. 700 mm complete with coverUnit18,300,585.026.00109,803,510.120.17500.00.00.00.00.00.00.01.fManhole type A&A1&A1 with pipe dia. 800 mm complete with coverUnit18,098,381.920.00.00.00.00.00.00.02.aManhole type B&B1 with pipe dia. 300 mm complete with coverUnit22,065,207.836.00132,391,246.980.21100.00.00.00.00.00.00.02.bManhole type B&B1 with pipe dia. 400 mm complete with coverUnit22,065,207.8310.00220,652,078.300.35160.00.00.00.00.00.00.02.cManhole type B&B1 with pipe dia. 500 mm complete with coverUnit22,065,207.8314.00308,912,909.620.49220.00.00.00.00.00.00.02.dManhole type B&B1 with pipe dia. 600 mm complete with coverUnit22,065,207.8318.00397,173,740.940.63290.00.00.00.00.00.00.02.eManhole type B&B1 with pipe dia. 700 mm complete with coverUnit22,065,207.8339.00860,543,105.371.37120.00.00.00.00.00.00.02.fManhole type B&B1 with pipe dia. 800 mm complete with coverUnit22,065,207.832.0044,130,415.660.07030.00.00.00.00.00.00.03.aManhole type C&C1 with pipe dia. 300 mm complete with coverunit25,475,207.830.00.00.00.00.00.00.03.bManhole type C&C1 with pipe dia. 400 mm complete with coverunit25,475,207.830.00.00.00.00.00.00.03.cManhole type C&C1 with pipe dia. 500 mm complete with coverUnit25,475,207.832.0050,950,415.660.08120.00.00.00.00.00.00.03.dManhole type C&C1 with pipe dia. 600 mm complete with coverUnit25,475,207.838.00203,801,662.640.32470.00.00.00.00.00.00.03.eManhole type C&C1 with pipe dia. 700 mm complete with coverUnit25,475,207.831.0025,475,207.830.04060.00.00.00.00.00.00.03.fManhole type C&C1 with pipe dia. 800 mm complete with coverUnit25,475,207.8315.00382,128,117.450.60890.00.00.00.00.00.00.04.aManhole type D&D1 with pipe dia. 300 mm complete with coverUnit26,405,708.620.00.00.00.00.00.00.00.00.04.bManhole type D&D1 with pipe dia. 400 mm complete with coverUnit26,405,708.620.00.00.00.00.00.00.00.00.04.cManhole type D&D1 with pipe dia. 500 mm complete with coverUnit26,405,708.620.00.00.00.00.00.00.00.00.04.dManhole type D&D1 with pipe dia. 600 mm complete with coverUnit26,405,708.620.00.016.00422,491,337.920.67320.00.0(16.00)0.04.eManhole type D&D1 with pipe dia. 700 mm complete with coverUnit26,405,708.620.00.06.00158,434,251.720.25250.00.0(6.00)0.04.fManhole type D&D1 with pipe dia. 800 mm complete with coverUnit26,405,708.620.015.00396,085,629.300.63116.000.06.000.40000.2525(9.00)0.255.cManhole type E&E1 with pipe dia. 500 mm complete with coverUnit41,759,983.620.00.00.00.00.00.00.00.00.04.fManhole type D&D1 with pipe dia. 800 mm complete with coverUnit26,405,708.620.00.00.00.00.00.00.00.00.05.dManhole type E&E1 with pipe dia. 600 mm complete with coverUnit41,759,983.622.0083,519,967.240.133117.00709,919,721.541.13120.00.00.00.0(17.00)0.05.eManhole type E&E1 with pipe dia. 700 mm complete with coverUnit41,759,983.620.04.00167,039,934.480.26622.002.000.50000.1331(2.00)0.135.fManhole type E&E1 with pipe dia. 800 mm complete with coverUnit41,759,983.620.027.001,127,519,557.741.79661.000.01.000.03700.0665(26.00)0.076.fManhole type F&F1 with pipe dia. 800 mm complete with coverUnit64,257,838.060.04.00257,031,352.240.40960.00.0(4.00)0.0VGUARD HOUSE, PUMPING STATION AND GENSET HOUSELS1,767,509,167.371.001.001,767,546,470.980.00.00.00.0AGUARD HOUSEUNIT105,000,000.001.001.00105,000,000.000.00.00.00.01Guard House type 30M23,500,000.0030.00105,000,000.000.167330.00105,000,000.000.16730.00.00.00.0BMECHANICAL FOR PUMPING STATIONSET 618,903,913.671.001.00618,903,913.670.00.00.00.01Submersible Pump (Non Clogging), Q=104 ltr/sec, H=7m, electro motor 15kW, complete0.00.00.00.00.0Supply the equipmentUnit253,006,734.691.00253,006,734.690.40311.00253,006,734.690.40310.00.00.00.0Installation cost (complete)Unit242,000.001.00242,000.000.00041.00242,000.000.00040.00.00.00.02Generator Set cap. 64 KVA Silent type, 220/400 V, 50 Hz, 1500 RPM complete0.00.00.00.0Supply the equipmentUnit215,567,162.191.00215,567,162.190.34351.00215,567,162.190.34350.00.00.00.0Installation cost (complete)Unit1,056,000.001.001,056,000.000.00171.001,056,000.000.00170.00.00.00.0Sewa CraneJam472,057.144.001,888,228.560.00304.001,888,228.560.00300.00.00.00.03Pemasangan Discharge L=5m & Wall Pipe 300 mm, L=2m c/w pudel waterstop, complete clampsbh6,238,571.433.0018,715,714.290.02983.0018,715,714.290.02980.00.00.00.04Bend 90 dia 300.bh1,914,015.713.005,742,047.130.00913.005,742,047.130.00910.00.00.00.05Bend 45 dia 300 c/w flens PN 10.bh1,524,285.713.004,572,857.130.00733.004,572,857.130.00730.00.00.00.06Rantai SUS L=7 mUnit800,000.003.002,400,000.000.00383.002,400,000.000.00380.00.00.00.07Screen ukuran 2.130 x 1.300Unit22,000,000.002.0044,000,000.000.07012.0044,000,000.000.07010.00.00.00.08Reducer 200x300 c/w flens PN 10bh1,162,857.143.003,488,571.420.00563.003,488,571.420.00560.00.00.00.09Sling Guide Rail dia 20mm stainless steel complete with frameUnit3,514,060.001.003,514,060.000.00561.003,514,060.000.00560.00.00.00.010Lifting equipment complete with portable hoist crane, Kap 3 Ton (Electrical)Unit37,894,741.361.0037,894,741.360.06041.0037,894,741.360.06040.00.00.00.011Tangki solar harian kap. 10.000 ltr, termasuk perpipaan dan pondasiUnit26,815,796.901.0026,815,796.900.04271.0026,815,796.900.04270.00.00.00.00.00.00.0CGENSET HOUSE1,043,605,253.701.001.001,043,642,557.310.00.00.00.0I.PREPARATION WORKS0.00.00.00.00.01Pembersihan LokasiLs1,012,000.001.001,012,000.000.00161.001,012,000.000.00160.00.00.00.02Pengukuran dan Pemasangan Buowplank m 24,00m89,567.2624.002,149,614.240.003424.002,149,614.240.00340.00.00.00.0II.FOUNDATION WORKS0.00.00.00.00.01Galian Tanah Pondasi 1 < h < 2 mm69,142.8635.922,483,749.820.004035.922,483,749.820.00400.00.00.00.02Urugan tanah kembali bekas galian pondasi dipadatkan mm29,857.1411.97357,509.390.000611.97357,509.390.00060.00.00.00.03Lapisan pasir dibawah pondasi dipadatkan t=10 cmm135,457.142.00270,914.280.00042.00270,914.280.00040.00.00.00.0IV.CONCRETE AND MASONRY WORKS0.00.00.00.00.01Lantai Kerja t= 10 cm dibawah Pondasi, K. 125m659,538.970.40263,815.590.00040.40263,815.590.00040.00.00.00.02Beton Pondasi Tapak 100x100x25 cm, K.225, Semen type Im4,783,347.811.115,304,732.720.00851.115,304,732.720.00850.00.00.00.03Beton Sloof 20x30 cm, K.225, Semen type Im6,443,495.310.966,185,755.500.00990.966,185,755.500.00990.00.00.00.04Beton Kolom 30x30 cm, K.225, Semen type Im7,753,923.121.7813,817,491.000.02201.7813,817,491.000.02200.00.00.00.05Beton Kolom 20x30 cm, K.225, Semen type Im7,753,923.120.594,605,830.330.00730.594,605,830.330.00730.00.00.00.06Beton Balok Atap 20x30 cm, K.225, Semen type Im7,194,416.921.329,496,630.330.01511.329,496,630.330.01510.00.00.00.07Plat atap beton t = 10 cm, K.225, Semen type Im4,136,119.472.7411,349,511.830.01812.7411,349,511.830.01810.00.00.00.08Plat Luifel 50x7.5, K.225, Semen type Im4,243,874.040.833,501,196.080.00560.833,501,196.080.00560.00.00.00.09Pasangan Aanstamping 20 cm dibawah sloofm310,776.193.20994,483.810.00163.20994,483.810.00160.00.00.00.010Pondasi batu pecah spesi 1 : 4 dibawah Sloofm538,632.297.043,791,971.320.00607.043,791,971.320.00600.00.00.00.011Pasangan 1/2 bata spesi 1 : 3m179,344.003.90699,441.600.00113.90699,441.600.00110.00.00.00.012Pasangan 1/2 bata spesi 1 : 4m176,693.0041.577,345,128.010.011741.577,345,128.010.01170.00.00.00.013Plesteran dinding 1 PC : 2 PSR + acianm93,431.187.80728,763.200.00127.80728,763.200.00120.00.00.00.014Plesteran dinding 1 PC : 4 PSR + acianm89,137.8483.147,410,920.020.011883.147,410,920.020.01180.00.00.00.015Roosterm168,344.000.4067,337.600.00010.4067,337.600.00010.00.00.00.016Pondasi Genset 100x210x135 cm, K.225 tulangan U.39 unit 1,00unit68,717,973.161.0068,717,973.160.10951.0068,717,973.160.10950.00.00.00.0V.FLOOR WORK0.00.00.00.00.01Urugan tanah di bawah lantai tebal 20 cmm143,074.304.80686,756.640.00114.80686,756.640.00110.00.00.00.02Urugan Pasir dipadatkan tebal 10 cmm138,076.192.40331,382.860.00052.40331,382.860.00050.00.00.00.03Lantai Beton Rabat diaci t = 10 cmm125,022.339.001,125,200.970.00189.001,125,200.970.00180.00.00.00.04Lantai Keramik 20x20 cm warna berglazur kasarm156,357.3115.002,345,359.650.003715.002,345,359.650.00370.00.00.00.05Gravel dibawah cor lantai beton dipadatkan tebal 10 cmm36,551.4315.00548,271.450.000915.00548,271.450.00090.00.00.00.06Lantai Kerja dibawah cor lantai beton, K 100 tebal 5 cmm659,538.970.75494,654.230.00080.75494,654.230.00080.00.00.00.07Lantai Beton Wiremesh M8 tebal 10 cm, K. 175m1,406,314.341.502,109,471.510.00341.502,109,471.510.00340.00.00.00.0VI.DOORS AND VENTILATION0.00.00.00.01Pintu Harmonika 300x300 cm, type P1bh1,706,841.711.001,706,841.710.00271.001,706,841.710.00270.00.00.00.02Pintu Rolling Door 300x300 cm, type P2bh10,670,270.291.0010,670,270.290.01701.0010,670,270.290.01700.00.00.00.03Ventilasi Jalusi type B1bh662,585.001.00662,585.000.00111.00662,585.000.00110.00.00.00.04Ventilasi type V1bh555,060.002.001,110,120.000.00182.001,110,120.000.00180.00.00.00.0VII.ELECTRICAL WORKS0.00.00.00.0A.Electrical Work for Genset House Building0.00.00.00.01Lighting installation incl : cable, conduit, junction box, switch and accessoriesset275,000.008.002,200,000.000.00358.002,200,000.000.00350.00.00.00.0(From LP-LK to lamp, outlet, Fan incl switch)0.00.00.00.00.00.02Fluorescent lamp (cool white) 2 x 36 Watt, Industrial type (Type B)set990,000.002.001,980,000.000.00322.001,980,000.000.00320.00.00.00.03Fluorescent lamp (cool white) 1 x 36 Watt, Industrial type, Damp Proof (Type A)set605,000.002.001,210,000.000.00192.001,210,000.000.00190.00.00.00.04Emergency lighting, 2 x 55 Watt, Halogen (Type G)set440,000.001.00440,000.000.00071.00440,000.000.00070.00.00.00.05Barret lamp, cover white acrilyc, 18 watt (Type D)set286,000.001.00286,000.000.00051.00286,000.000.00050.00.00.00.06Outlet (receptacle) 10 A / 220 Vset165,000.001.00165,000.000.00031.00165,000.000.00030.00.00.00.07Exhaust Fan 750 wattset6,050,000.002.0012,100,000.000.01932.0012,100,000.000.01930.00.00.00.0B.Electrical Work for Mechanical Equipment Installation0.00.00.00.00.0IInstrumen Panel (see drawing)0.00.00.00.00.01Low Voltage Main Distributin Panel (LV-MDP/MCC) c/w AMF/ATS module,set715,000,000.001.00715,000,000.001.13931.00715,000,000.001.13930.00.00.00.0Circuit Breaker, Surge Arrester, Capacitor bank and accessories for interlocking ,0.00.00.00.00.0controlling, monitoring etc0.00.00.00.00.02Lighting Panel Genset House (LP-LK) c/w circuit breaker,set6,600,000.001.006,600,000.000.01051.006,600,000.000.01050.00.00.00.0controlling, monitoring etc0.00.00.00.00.03Junction box (For submersible pump), incl terminalset550,000.001.00550,000.000.00091.00550,000.000.00090.00.00.00.0IIPower Cable (see drawing)0.00.00.00.00.01From PLN' s meter box to LV-MDP/MCC0.00.00.00.00.0NYY (4 x 35) mmm379,500.0020.007,590,000.000.012120.007,590,000.000.01210.00.00.00.0NYA 1 x 25 mmm85,800.0020.001,716,000.000.002720.001,716,000.000.00270.00.00.00.02From Terminal Generator to LV-MDP/MCC0.00.00.00.00.0NYY (4 x 35) mmm379,500.0020.007,590,000.000.012120.007,590,000.000.01210.00.00.00.0NYA 1 x 25 mmm85,800.0020.001,716,000.000.002720.001,716,000.000.00270.00.00.00.03From LV-MDP/MCC to Junction box motor 15 kW, No 10.00.00.00.00.0NYY 2 x (3 x 4) mmm671,000.0025.0016,775,000.000.026725.0016,775,000.000.02670.00.00.00.0NYA 1 x 6 mmm85,800.0025.002,145,000.000.003425.002,145,000.000.00340.00.00.00.04From LV-MDP/MCC to Junction box motor 15 kW, No 20.00.00.00.00.0NYY 2 x (3 x 4) mmm671,000.0027.0018,117,000.000.028927.0018,117,000.000.02890.00.00.00.0NYA 1 x 6 mmm85,800.0027.002,316,600.000.003727.002,316,600.000.00370.00.00.00.05From LV-MDP/MCC to Junction box motor 15 kW, No 30.00.00.00.00.0NYY 2 x (3 x 4) mmm671,000.0029.0019,459,000.000.031029.0019,459,000.000.03100.00.00.00.0NYA 1 x 6 mmm85,800.0029.002,488,200.000.004029.002,488,200.000.00400.00.00.00.06From LV-MDP/MCC to LP - LK)0.00.00.00.00.0NYY 4 x 4 mmm182,600.0015.002,739,000.000.004415.002,739,000.000.00440.00.00.00.0NYA 1 x 6 mmm85,800.0015.001,287,000.000.002115.001,287,000.000.00210.00.00.00.07From From LV-MDP/MCC to LCP - LFT/LK , including grounding0.00.00.00.00.0NYY 3 x (12 x 1,5) mmm125,400.0030.003,762,000.000.006030.003,762,000.000.00600.00.00.00.08From FromLV-MDP/MCC to elektrode rod (level control)0.00.00.00.00.0NYY 7 x 1,5 mmm105,600.0030.003,168,000.000.005030.003,168,000.000.00500.00.00.00.0VIII.OUTDOOR LIGHTING0.00.00.00.00.01Lighting installation incl :underground cable c/w protection and accessoriesset660,000.001.00660,000.000.00111.00660,000.000.00110.00.00.00.0(From LP-LK to terminal box outdoor lighting)0.00.00.00.00.02High Pressure Sodium 250 watt c/w lighting pole 9 m,set10,450,000.001.0010,450,000.000.01671.0010,450,000.000.01670.00.00.00.0foundation, box MCB 4 A.0.00.00.00.00.0IX.PAINTING WORKS0.00.00.00.00.01Pengecatan dinding tembokm36,661.43181.886,667,980.890.0106181.886,667,980.890.01060.00.00.00.02Pengecatan Kusen dan Jalusim40,420.1314.21574,350.650.000914.21574,350.650.00090.00.00.00.03Pengecatan Pintu Besim43,343.9318.00780,190.740.001218.00780,190.740.00120.00.00.00.04Pengecatan atap dan list plank betonm38,975.7150.021,949,565.010.003150.021,949,565.010.00310.00.00.00.05Lapisan aspal & pasir pada bagian atas atapm133,774.6330.004,013,238.900.006430.004,013,238.900.00640.00.00.00.0X.MISCELLANEOUS WORK0.00.00.00.00.01Pipa Talang :0.00.00.00.00.0a.Pipa 3" PVC klas Dm55,000.007.60418,000.000.00077.60418,000.000.00070.00.00.00.0b.Bend 90 3" PVC klas Dbh110,000.008.00880,000.000.00148.00880,000.000.00140.00.00.00.0c.Roof Drain cast iron 80mmbh148,500.002.00297,000.000.00052.00297,000.000.00050.00.00.00.02Saluran air hujan 1/2 dia. 20cmm300,000.0020.006,000,000.000.009620.006,000,000.000.00960.00.00.00.03Saluran untuk penempatan kabel listrik (beton bertulang K 225)m817,892.695.814,751,956.530.00765.814,751,956.530.00760.00.00.00.04Ventilasi 90 x 100 cmunit2,454,790.451.002,454,790.450.00391.002,454,790.450.00390.00.00.00.0

62,758,584,247.82100.0062,758,584,247.82100.00JUMLAH44.0695(0.00)SCHEDULE/TARGET40.992DEVIASI/SELISIH3.077

Medan,06 April 2014Disetujui oleh,Diperiksa Oleh,Dibuat Oleh,Direksi Teknis MSMHP 5Konsultan PengawasKontraktor22.268Sinotech Engineering Consultant,Ltd,and AssociatesPT. WIJAYA KARYA (Persero) Tbk.7.422836.64729.22421.801

Beno Tituhe, ST.Lokot P. Siregar, STIr. Parlaungan NapitupuluMaruli T. Simanjutak, STKetuaAnggotaProject EngineerProject Manager

Page &P

M74Minggu Ke:74Nomor Kontrak : HK.02.07-CL/PPK-PIM/MSMP-5/486/2012Tanggal:7-Apr-14s/d13-Apr-14Tanggal Kontrak: 09 Nopember 2012Pekerjaan:Sewerage System Medan - Optimization (NCB)No Amandemen 2: 762/AMD-SPK/PPK-PIM/MSMHP-5/2013Lok./Ds./Kec:Kota Medan- Provinsi Sumatera UtaraTanggal Amandemen 2: 27 September 2013Paket:MSMHP Paket No. 5Waktu Pelaksanaan: 870 Hari KalenderKontraktor:PT. Wijaya Karya,(PERSERO),TbkNilai Kontrak: Rp. 62,758,584,000Tahun Anggaran: 2012-2014LAPORAN MINGGUANPENGEMBANGAN INFRASTRUKTUR PENYEHATAN LINGKUNGAN PERMUKIMAN METROPOLITANNO ITEMURAIAN PEKERJAANSATUANUNIT PRICEKONTRAK AWALAmandemen 2REALISASI FISIKPROGRES S/D MINGGU INI (%)VOLUMEAMOUNT (Rp.)BOBOT (%)VOLUMEAMOUNT (Rp.)BOBOT (%)S/D MINGGU LALUMINGGU INIS/D MINGGU INI44.082VOLUME(%)12345678.00910=(8+9)11=(10/6)12=(11*5)IPREPARATION WORKSLS3,127,803,3331.0012,238,801,391.35AMobilized and DemobilizedLS282,500,0001.001282,500,000.00 I.EquipmentLS207,000,0001.000.01207,000,000.001Excavator, PC 200 series4 unittimes2,500,000.008.0020,000,000.000.03198.0020,000,000.000.03196.006.000.75000.0239(2.00)(0.00)2Dum Truck, 8 Ton12 unittimes1,500,000.0024.0036,000,000.000.057424.0036,000,000.000.057424.0024.001.00000.05740.0(0.00)3Dum Truck, 6 Ton6 unittimes1,250,000.0012.0015,000,000.000.023912.0015,000,000.000.023912.0012.001.00000.02390.0(0.00)4Concrete Mixer, cap. 0,125m33 unittimes500,000.006.003,000,000.000.00486.003,000,000.000.00483.003.000.50000.0024(3.00)(0.00)5Concrete Vibrator6 unittimes500,000.002.001,000,000.000.00162.001,000,000.000.00161.001.000.50000.0008(1.00)(0.00)6Generator Set 5 kVA2 unittimes1,500,000.002.003,000,000.000.00482.003,000,000.000.00481.001.000.50000.0024(1.00)(0.00)7Spot Light 1000 watt, complete supporting stand4 unittimes500,000.002.001,000,000.000.00162.001,000,000.000.00161.001.000.50000.0008(1.00)(0.00)8Submersible engine pump cap. 2 HP3 unittimes1,000,000.002.002,000,000.000.00322.002,000,000.000.00321.001.000.50000.0016(1.00)(0.00)9Welding Machine1 unittimes500,000.002.001,000,000.000.00162.001,000,000.000.00161.001.000.50000.0008(1.00)(0.00)10Crane cap. 20 Ton1 unittimes2,500,000.002.005,000,000.000.00802.005,000,000.000.00801.001.000.50000.0040(1.00)(0.00)11Drum cap 200 litre4 unittimes1,000,000.002.002,000,000.000.00322.002,000,000.000.00321.001.000.50000.0016(1.00)(0.00)12Waterpass Leveling2 unittimes1,000,000.002.002,000,000.000.00322.002,000,000.000.00322.002.001.00000.00320.0(0.00)13Geodetic Total Station2 unittimes1,000,000.002.002,000,0