2
LAMPIRAN
Lampiran 1 Kurva S
Kementerian Negara/Lembaga:Kementerian PerhubunganUnit Eselon III/Satker:Balai Teknik Perkeretaapian Wilayah Jawa Bagian Timur```````Kegiatan:Pembangunan Jalur Ganda KA di KM 49+500 sd KM 52+500antara Mojokerto-Sepanjang Lintas Surabaya - SoloKeluaran (Output):Pembangunan Jalur Ganda KA Lintas Selatan JawaNama Paket Pekerjaan:JGMS 9Panjang Lintas:3 Km'sp 1234567891011121314151617181920212223242526272829303132333435363738394041424344454647484950515253545556575859606162636465666768697071727374757677787980818283848586878889909192939495969798991001011021031041051061071081091101111121131141151161171181191201214/234/265/35/105/175/245/316/76/146/216/287/57/127/197/268/28/98/168/238/309/69/139/209/2710/410/1110/1810/2511/111/811/1511/2211/2912/612/1312/2012/271/31/101/171/241/312/72/142/212/283/73/143/213/284/44/114/184/255/25/95/165/235/306/66/136/206/277/47/117/187/258/18/88/158/228/299/59/129/199/2610/310/1010/1710/2410/3111/711/1411/2111/2812/512/1212/1912/261/21/91/161/231/302/62/132/202/273/63/133/203/274/34/104/174/245/15/85/155/225/296/56/126/196/267/37/107/177/247/318/74/255/25/95/165/235/306/66/136/206/277/47/117/187/258/18/88/158/228/299/59/129/199/2610/310/1010/1710/2410/3111/711/1411/2111/2812/512/1212/1912/261/21/91/161/231/302/62/132/202/273/63/133/203/274/34/104/174/245/15/85/155/225/296/56/126/196/267/37/107/177/247/318/78/148/218/289/49/119/189/2510/210/910/1610/2310/3011/611/1311/2011/2712/412/1112/1812/251/11/81/151/221/292/52/122/192/263/53/123/193/264/24/94/164/234/305/75/145/215/286/46/116/186/257/27/97/167/237/308/68/10(1-3)(4-10)(15-21)(22-28)(29-35)(36-42)(43-49)(50-56)(57-63)(64-70)(71-77)(78-84)(85-91)(92-98)(99-105)(106-112)(113-119)(120-126)(127-133)(134-140)VOLUMESATBOBOTVOLUMEBOBOTVOLUMEBOBOT(141-147)(148-154)(155-161)(162-168)(169-175)(176-182)VOLUMESATBOBOTVOLUMEBOBOTVOLUMEBOBOT(183-189)(190-196)(197-203)(204-210)(211-217)(218-224)(225-231)(232-238)(239-245)(246-252)(253-259)(260-266)(267-273)(274-280)(281-287)(288-294)(295-301)(302-308)(309-315)(316-322)(323-329)(330-336)(337-343)(344-350)(351-357)(358-364)(365-371)(372-378)(379-385)(386-392)(393-399)(400-406)(407-413)(414-420)(421-427)(428-434)(435-441)(443-448)(449-455)(456-462)(463-469)(470-476)(477-483)(484-490)(491-497)(498-504)(505-511)(512-518)(519-525)(526-532)(533-539)(540-546)(547-553)(554-560)(561-567)(568-574)(575-581)(582-588)(589-595)(596-602)(603-609)(611-616)(617-623)(624-630)(631-637)(638-644)(645-651)(652-658)(659-665)(666-672)(673-679)(680-686)(687-693)(694-700)(701-707)(708-714)(715-721)(722-728)(729-735)(736-742)(743-749)(750-756)(757-763)(764-770)(771-777)(778-784)(785-791)(792-798)(799-805)(806-812)(813-819)(820-826)(827-833)(834-840)(834-840)IUMUM1Angkutan material dari/ke gudang bangil100,00ton0,087100,00ton0,0870,000,000100,000,087966,84ton0,8450,000,000966,840,8450,1410,1410,1410,1410,1410,1412Angkutan Rel R.54 dari Gudang ke Lokasi326,58ton0,708325,21ton0,7090,000,000325,210,709325,21ton0,7090,000,000325,210,7090,0890,0890,0890,0890,0890,0890,0890,0893Mobilisasi dan Demobilisasi1,00ls0,1140,0050,0050,0050,0050,0051,00ls0,1150,500,0570,500,0571,00ls0,1150,500,0570,500,0570,0030,0030,0030,0030,0030,0030,0030,0030,0030,0030,0030,0030,0030,0030,0030,0030,0030,0034Pengukuran dan staking out60.000,00m20,6870,0060,0060,0060,0060,0060,0060,0060,0060,0060,0060,0060,0060,0060,0060,0060,0060,0060,00660.000,00m20,69030.000,000,34530.000,000,3450,0040,0040,0040,0040,0040,00460.000,00m20,69030.000,000,34530.000,000,3450,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0045Membuat Direksi keet72,00m20,1080,0540,05472,00m20,10972,000,1090,000,00072,00m20,10972,000,1090,000,0006Membuat Gudang Kerja36,00m20,0430,0210,02136,00m20,04336,000,0430,000,00036,00m20,04336,000,0430,000,0007Sewa Perlengkapan Direksi Keet1,00ls0,0540,0541,00ls0,0541,000,0540,000,0001,00ls0,0541,000,0540,000,0008Penyelidikan Tanah (uji sondir dangkal)60,00titik0,4590,0760,0760,0760,0760,0760,07660,00titik0,46160,000,4610,000,00060,00titik0,46160,000,4610,000,0009Penyelidikan Tanah (uji boring)10,00titik0,4630,2320,2324,00titik0,1864,000,1860,000,0004,00titik0,1864,000,1860,000,00010Pengujian PDA4,00titik0,2084,00titik0,2090,000,0004,000,2094,00titik0,2090,0004,000,2090,20911Commisioning1,00ls0,0831,00ls0,0840,000,0001,000,0841,00ls0,0840,000,0001,000,0840,0100,0100,0100,0100,0100,0100,0100,01012Kesehatan dan Keselamatan Kerja1,00ls0,4320,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0041,00ls0,4340,160,0700,840,3640,0040,0040,0040,0040,0040,0041,00ls0,4340,220,0940,780,3400,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,004 IISIPIL1Striping/pembersihan lahan30.883,66m20,6750,0160,0160,0160,0160,0160,0160,0160,0160,0160,0160,0160,0160,0160,01628.547,80m20,62713.797,630,30314.750,180,3240,0270,02728.547,80m20,62722.646,790,4975.901,010,1300,0220,0220,0220,0220,0220,0222Galian tanah biasa20.649,13m31,7370,0410,0410,0410,0410,0410,0410,0410,0410,0410,0410,0410,0410,0410,04125.792,61m32,1809.104,920,77016.687,691,4110,0560,0560,0560,0560,0560,05625.792,61m32,18017.318,731,4648.473,880,7160,0380,0380,0380,0380,0380,0380,0380,0380,0380,0380,0380,0380,0380,0380,0380,0380,0380,0380,0383Perbaikan tanah dasar dengan Material berbutir dibungkus Geotekstile19.800,00m39,2180,2190,2190,2190,2190,2190,2190,2190,2190,2190,2190,2190,2190,2190,21916.324,34m36,2367.048,352,6939.275,993,5440,5060,5060,5060,5060,5060,50616.324,34m36,23615.167,845,7941.156,500,4420,4424Timbunan dengan material tanah pilihan32.723,86m37,5390,1790,1790,1790,1790,1790,1790,1790,1790,1790,1790,1790,1790,17939.452,76m39,1321.052,910,24438.399,858,8880,2020,2020,2020,2020,2020,20239.452,76m39,13214.976,413,46724.476,355,6650,1570,1570,1570,1570,1570,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0925Timbunan dengan material berbutir824,60m30,2110,0050,0050,0050,0050,0050,0050,0050,0050,0050,0050,005824,60m30,2120,000,000824,600,2120,0070,0070,007824,60m30,2120,000,000824,600,2120,0530,0530,0530,0536Pemasangan geotextile Sebagai Separator18.000,00m21,5700,0370,0370,0370,0370,0370,0370,0370,0370,0370,0370,03720.114,46m21,7620,000,00020.114,461,7620,05724.496,76m22,1464.017,280,35220.479,481,7940,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0607Timbunan Sub Ballas5.400,00m31,2850,0310,0310,0310,0310,0310,0310,0310,0310,0316.334,83m31,5140,000,0006.334,831,5146.334,83m31,5141.261,230,3025.073,601,2130,0640,0640,0640,0640,0640,0640,0640,0640,0640,0640,0640,0640,0640,0640,0640,0640,0640,0640,0648Pekerjaan Jalan akses1.000,00m'0,4420,0260,0260,0260,0260,0260,0260,0260,0260,0260,0260,0260,0260,0260,0260,0260,0261.000,00m'0,4440,000,0001.000,000,4440,0740,0740,0740,0740,0740,0741.000,00m'0,4441.000,000,4440,000,0009Saluran pracetak uk. 80x80x120 cm4.500,00m'6,0740,1240,1240,1240,1240,1240,1240,1240,1240,1240,1240,1240,124658,80m'0,8470,000,000658,800,8470,0190,0190,0190,019658,80m'0,8470,000,000658,800,8470,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,02410Pasangan Batu Kosong32,00m30,02432,00m30,0240,000,00032,000,02432,00m30,0240,000,00032,000,0240,0120,01211merivisi jalan perlintasan tak terjaga20,00m'sp0,08120,00m'sp0,0820,000,00020,000,08220,00m'sp0,0820,000,00020,000,0820,0140,0140,0140,0140,0140,01412Membuat dan memasang konstruksi perlintasan dengan rel paksa20,00m'sp0,01220,00m'sp0,0120,000,00020,000,01220,00m'sp0,0120,000,00020,000,0120,0030,0030,0030,00313Perbaikan kelandaian jalan perlintasan- Mengerjakan perkerasan jalan dengan basecorse A167,27m30,248167,27m30,2500,000,000167,270,250167,27m30,2500,000,000167,270,2500,1250,125- Mengerjakan perkerasan jalan dengan basecorse B83,64m30,09983,64m30,1000,000,00083,640,10083,64m30,1000,000,00083,640,1000,0500,050- Mengaspal dengan hotmix t=5 cm836,35m20,373836,35m20,3750,000,000836,350,375836,35m20,3750,000,000836,350,3750,1880,18814Memasang Pipa PVC berikut bahan type AW dia. 6"2.940,00m'1,6510,0970,0970,0972.940,00m'1,6590,000,0002.940,001,6592.940,00m'1,6590,000,0002.940,001,6590,1040,1040,1040,1040,1040,1040,1040,1040,1040,1040,1040,1040,1040,1040,1040,10415Perbaikan jalan eksisting yang digunakan untuk akses ( Aspal t = 3 cm )3.000,00m21,2133.000,00m21,2180,000,0003.000,001,2183.000,00m21,2180,000,0003.000,001,2180,4060,4060,40616Pemasangan Patok Piket30,00bh0,00730,00bh0,0070,000,00030,000,00730,00bh0,0070,000,00030,000,0070,0040,00417Pemasangan Pagar Ornamen T = 1 m1.850,00m'7,1241.089,82m'4,0710,000,0001.089,824,0711.089,82m'4,0710,000,0001.089,824,0710,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,095 IIIPEKERJAAN TRACK1Pengadan Balas kricak6.000,00m34,3736.000,00m34,8950,000,0006.000,004,8956.000,00m34,8950,000,0006.000,004,8950,2450,2450,2450,2450,2450,2450,2450,2450,2450,2450,2450,2450,2450,2450,2450,2450,2450,2450,2450,2452Memasang MJ berikut bahan bantalan kayu10,00titik0,2129,00titik0,1920,000,0009,000,1929,00titik0,1920,000,0009,000,1920,0380,0380,0380,0380,0383Pemasangan Track dan Pemecokan awal track baru3.000,00m'sp1,9513.000,00m'sp1,9600,000,0003.000,001,9603.000,00m'sp1,9600,000,0003.000,001,9600,1030,1030,1030,1030,1030,1030,1030,1030,1030,1030,1030,1030,1030,1030,1030,1030,1030,1030,1034Mengelas rel 54 dengan las Flashbutt menjadi panjang menerus242,00titik1,774222,00titik1,6350,000,000222,001,635222,00titik1,6350,000,000222,001,6350,1090,1090,1090,1090,1090,1090,1090,1090,1090,1090,1090,1090,1090,1090,1095Angkat listring dengan alat berat (MTT)3.000,00m'sp0,8633.000,00m'sp0,8680,000,0003.000,000,8683.000,00m'sp0,8680,000,0003.000,000,8680,1240,1240,1240,1240,1240,1240,124 IVJEMBATAN1Membuat Manhole dari beton uk. 100x100x130 cm60,00unit0,7690,0450,0450,04560,00unit0,7730,000,00060,000,7730,1290,1290,1290,1290,1290,12960,00unit0,7730,000,00060,000,7730,0970,0970,0970,0970,0970,0970,0970,0972Bore Pile dia. 80 cm, K 350510,00m'4,399198,00m'1,8160,000,000198,001,816198,00m'1,8160,000,000198,001,8160,4540,4540,4540,4543Memotong/bobok borepile dia. 80 cm30,00bh0,03118,00bh0,0190,000,00018,000,01918,00bh0,0190,000,00018,000,0190,0040,0040,0040,0040,0044Memancang SSP untuk Shoring penahan tanah5.760,00m'5,4015.760,00m'5,4030,000,0005.760,005,4033.783,77m'3,5490,000,0003.783,773,5490,1970,1970,1970,1970,1970,1970,1970,1970,1970,1970,1970,1970,1970,1970,1970,1970,1970,1975Mencabut SSP untuk shoring5.760,00m'3,7355.760,00m'3,7530,000,0005.760,003,7533.783,77m'2,4650,000,0003.783,772,4650,2470,2470,2470,2470,2470,2470,2470,2470,2470,2476Pemasangan H-Beam untuk bracing keliling shoring3.200,00m'2,9243.200,00m'2,9380,000,0003.200,002,938266,40m'0,2450,000,000266,400,2450,0220,0220,0220,0220,0220,0220,0220,0220,0220,0220,0227Pengadaan Mini Pile Square 25 x 256.237,00m'2,5311.944,00m'0,7931.800,000,734144,000,0590,0290,0291.944,00m'0,7931.800,000,734144,000,0590,0290,0298Pemancangan Mini Pile Square 25 x 255.197,50m'2,0881.779,00m'0,7180,000,0001.779,000,7181.779,00m'0,7180,000,0001.779,000,7180,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0609Kupas Kepala Mini Pile2.079,00bh0,535330,00bh0,0850,000,000330,000,085330,00bh0,0850,000,000330,000,0850,0070,0070,0070,0070,0070,0070,0070,0070,0070,0070,0070,00710Urugan Pasir117,58m30,046117,58m30,0460,000,000117,580,046117,58m30,0460,000,000117,580,0460,0230,02311Lantai Kerja Beton K-175126,86m30,226126,86m30,2290,000,000126,860,229126,86m30,2290,000,000126,860,2290,1140,11412Bekisting Pondasi787,04m20,498787,04m20,5000,000,000787,040,500787,04m20,5000,000,000787,040,5000,0560,0560,0560,0560,0560,0560,0560,0560,05613Bekisting Dinding, Wingwall dan Parapet4.697,04m24,1104.697,04m24,1290,000,0004.697,044,1294.697,04m24,1290,000,0004.697,044,1290,5160,5160,5160,5160,5160,5160,5160,51614Bekisting lantai110,30m20,101110,30m20,1010,000,000110,300,101110,30m20,1010,000,000110,300,1010,0200,0200,0200,0200,02015Bekisting Balok64,80m20,05964,80m20,0600,000,00064,800,06064,80m20,0600,000,00064,800,0600,0300,03016Pembesian U-32305.756,26kg9,481305.756,26kg10,1010,000,000305.756,2610,101305.756,26kg10,1010,000,000305.756,2610,1010,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,16817Pembesian BJTD 4045.783,02kg1,42045.783,02kg1,5130,000,00045.783,021,5130,0630,06345.783,02kg1,5130,000,00045.783,021,5130,0890,0890,0890,0890,0890,0890,0890,0890,0890,0890,0890,0890,0890,0890,0890,0890,08918Beton K - 3002.192,10m35,0272.192,10m35,0980,000,0002.192,105,0982.192,10m35,0980,000,0002.192,105,0980,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,20419Beton K - 3507,49m30,0177,49m30,0180,000,0007,490,0187,49m30,0180,000,0007,490,0180,0040,0040,0040,00420Drainase suling-suling Pipa Galvanis 2"1.096,00bh0,4451.096,00bh0,4470,000,0001.096,000,4471.096,00bh0,4470,000,0001.096,000,4470,0640,0640,0640,0640,0640,0640,06421Pekerjaan Bangunan Atas Jembatan- Pengadaan/pembuatan beton Voided Slab L 11,4 m ( termasuk angkut)15,00bh3,27815,00bh3,45010,002,3005,001,1500,0720,0720,0720,0720,0720,07215,00bh3,45015,003,4500,000,000- Elastomer bearing pad30,00bh0,14030,00bh0,1590,000,00030,000,15930,00bh0,1590,000,00030,000,1590,0790,079- Erection Vioded Slab Bentang 11,4 m15,00bh0,12515,00bh0,1160,000,00015,000,11615,00bh0,1160,000,00015,000,1160,0580,058- Pin Bearing fix dan move30,00bh0,03130,00bh0,0470,000,00030,000,04730,00bh0,0470,000,00030,000,0470,047- Pemasangan andas dengan grouting1,50m30,0301,50m30,0300,000,0001,500,0301,50m30,0300,000,0001,500,0300,030- Railling Jembatan T= 1 m72,00m'0,05272,00m'0,0540,000,00072,000,05472,00m'0,0540,000,00072,000,0540,0140,0140,0140,014- Expantion Joint26,25m'0,19126,25m'0,1920,000,00026,250,19226,25m'0,1920,000,00026,250,1920,192- Jembatan Darurat utk Jalan akses1,00unit0,1040,0080,0081,00unit0,2610,000,0001,000,2610,0330,0331,00unit0,2610,000,0001,000,2610,261 V.PENAMBAHAN/PERUBAHAN RUANG LINGKUP PEKERJAANSIPIL1Pagar sterilisasi batas ROW dengan kawat berduri5.875,23m'4,9080,000,0005.875,234,9085.875,23m'4,9080,000,0005.875,234,9080,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2042Saluran pracetak uk. 40 x 60 x 120 cm2.938,80m'5,4470,000,0002.938,805,4472.938,80m'5,4470,000,0002.938,805,4470,4540,4540,4540,4540,4540,4540,4540,4540,4540,4540,4540,4543Perbaikan tanah dasar dengan tanah kapur/Limestone2.056,38m³0,9640,000,0002.056,380,9642.703,54m³1,2670,000,0002.703,541,2670,1150,1150,1150,1150,1150,1150,1150,1150,1150,1150,1154Bongkar rangka bekas halte Bangsal832,50kg0,0050,000,000832,500,0050,005832,50kg0,0050,000,000832,500,0050,0055Membongkar pasangan batu kali 139,25m³0,1420,000,000139,250,142139,25m³0,1420,000,000139,250,1420,0710,0716Relokasi jalan warga menggunakan perkerasan beton- Timbunan dengan material tanah pilihan158,05m³0,0370,000,000158,050,037158,05m³0,0370,000,000158,050,0370,0180,018- Mengerjakan perkerasan jalan dengan basecorse B94,83m³0,0650,000,00094,830,06594,83m³0,0650,000,00094,830,0650,0320,032- Lantai Kerja Beton K-17531,61m³0,0570,000,00031,610,05731,61m³0,0570,000,00031,610,0570,0290,029- Pembesian U-322.691,39kg0,0840,000,0002.691,390,0842.691,39kg0,0840,000,0002.691,390,0840,084- Bekisting Pondasi68,97m²0,0290,000,00068,970,02968,97m²0,0290,000,00068,970,0290,0150,015- Bobok Beton Jalan Desa64,07m³0,0810,000,00064,070,08164,07m³0,0810,000,00064,070,0810,0400,040 TRACK1Pemasangan Track dan Pemecokan awal track baru11,23m'sp0,0060,000,00011,230,00611,23m'sp0,0060,000,00011,230,0060,0062Angkat listring dengan alat berat (MTT)11,23m'sp0,0030,000,00011,230,00311,23m'sp0,0030,000,00011,230,0030,003 JEMBATAN1Bore Pile dia. 100 cm, K 350162,00m'1,7600,000,000162,001,7600,1600,160162,00m'1,76090,000,97872,000,7820,2610,2610,2612Memotong/Bobok bore Pile dia. 100 cm18,00bh0,0790,000,00018,000,07918,00bh0,0790,000,00018,000,0790,0160,0160,0160,0160,016 VIITEM BARU (Add II)1Pekerjaan Memotong Rel R.33, P.38/R.420,0000,1602.302,00m'0,2260,000,0002.302,000,2260,0450,0450,0450,0450,0452Pemancangan rel panjang 5m / btg23.020,00bh4,1640,000,00023.020,004,1640,3470,3470,3470,3470,3470,3470,3470,3470,3470,3470,3470,347 JUMLAH BOBOT RENCANA100,000,0100,3240,0000,0000,3660,1750,4490,7470,7150,7130,6590,6900,7870,7870,6900,6900,6900,7350,7270,686100,0008,36991,6311,1071,1031,0731,0661,3301,547100,00018,83181,1691,2691,2231,5171,9051,8241,2370,8860,8860,8860,8860,0000,0001,6701,5281,5581,9021,9391,5831,1920,8971,6171,5210,8091,0401,7321,6500,8210,0000,0000,6900,6870,6910,7310,6670,5631,0171,0210,9570,9501,2321,2551,1921,2661,2951,3611,0441,0290,6510,6510,8960,9360,9560,9561,0571,0381,2300,9930,9930,9930,9931,0181,1300,0000,0001,0381,0351,0350,9960,9960,9960,9960,6880,6880,6900,5840,5840,4160,4190,0000,0000,1060,2410,2410,1660,3540,4340,6500,6500,5550,1520,1480,1410,0180,0180,018KOMULATIF BOBOT RENCANA0,0100,3340,3340,3340,7000,8751,3242,0712,7863,4994,1584,8485,6356,4227,1117,8018,4919,2269,95310,6389,47610,57911,65212,71814,04815,59520,10021,32322,84024,74526,56927,80628,69229,57830,46531,35131,35131,35133,02134,54936,10738,00939,94841,53042,72243,61945,23646,75747,56648,60650,33851,98952,81052,81052,81053,50054,18654,87855,60856,27556,83857,85458,87659,83360,78362,01563,27064,46265,72867,02368,38469,42870,45771,10871,76072,65573,59174,54775,50376,55977,59778,82779,82080,81381,80682,79983,81684,94684,94684,94685,98487,01988,05489,05090,04691,04392,03992,72793,41594,10594,68995,27395,68996,10896,10896,10896,21496,45596,69696,86397,21797,65198,30198,95099,50599,65899,80699,94799,96599,982100,000JUMLAH BOBOT REALISASI0,0290,1220,0000,0000,2380,1610,1610,1610,0990,0530,0470,0040,0040,0040,0580,0580,2931,5653,7071,6052,3450,9651,4961,2701,4532,9331,8962,1850,823KOMULATIF BOBOT REALISASI0,0290,1500,1500,1500,3890,5490,7100,8710,9701,0231,0701,0741,0781,0821,1401,1991,4923,0576,7638,36910,71311,67913,17514,44515,89818,83120,72722,91223,735
MINGGU KE
1Apr ADD-I (MC-0)VOLUME SUDAH DIKERJAKANVOLUME BELUM DIKERJAKAN 3456November 2022Desember 2021Januari 2022Februari 2022Maret 2022
Wa
ktu Pelaksa
na
an 840 hari Kale
nd
er ( 1 K
olo m 7
hari )
Juni 2023Juli 2023Agustus 2023 07-Sep-21
Desember 2022Januari 2023Februari 2023Maret 2023April 2023Mei 2023Juni 2022Juli 2022Agustus 2022April 2022Mei 202229Mei 2021Juni 2021Juli 2021Agustus 2021September 2021Oktober 2021November 2021212223242526September 2022Oktober 20221718192728121314151678
BARC H ART S C H ED U LE
NO.URAIAN KEGIATANVOLUMESAT.BOBOT (%) WAKTU PELAKSANAAN PEKERJAAN KETERANGANBULAN KE22091011 21-Oct-21 ADD-II VOLUME SUDAH DIKERJAKANVOLUME BELUM DIKERJAKAN JUMLAH BOBOT RENCANAKOMULATIF BOBOT RENCANAJUMLAH BOBOT REALISASIKOMULATIF BOBOT REALISASI
JUMLAH BOBOT RENCANAKOMULATIF BOBOT RENCANAJUMLAH BOBOT REALISASIKOMULATIF BOBOT REALISASI
Jalan Raya Tenggilis No. 26Surabaya 60292 –INDONESIAPhone : 031 8413366 Fax. 031 8439426 E-mail Address : [email protected]
Reg. No. QS 004797 WA, OS 830134 WA & ES 037906 WA
ISO 14001:2004CIVIL ENGINEERING & GENERAL CONTRACTOR
Kementerian Negara/Lembaga:Kementerian PerhubunganUnit Eselon III/Satker:Balai Teknik Perkeretaapian Wilayah Jawa Bagian Timur```````Kegiatan:Pembangunan Jalur Ganda KA di KM 49+500 sd KM 52+500antara Mojokerto-Sepanjang Lintas Surabaya - SoloKeluaran (Output):Pembangunan Jalur Ganda KA Lintas Selatan JawaNama Paket Pekerjaan:JGMS 9Panjang Lintas:3 Km'sp 1234567891011121314151617181920212223242526272829303132333435363738394041424344454647484950515253545556575859606162636465666768697071727374757677787980818283848586878889909192939495969798991001011021031041051061071081091101111121131141151161171181191201214/234/265/35/105/175/245/316/76/146/216/287/57/127/197/268/28/98/168/238/309/69/139/209/2710/410/1110/1810/2511/111/811/1511/2211/2912/612/1312/2012/271/31/101/171/241/312/72/142/212/283/73/143/213/284/44/114/184/255/25/95/165/235/306/66/136/206/277/47/117/187/258/18/88/158/228/299/59/129/199/2610/310/1010/1710/2410/3111/711/1411/2111/2812/512/1212/1912/261/21/91/161/231/302/62/132/202/273/63/133/203/274/34/104/174/245/15/85/155/225/296/56/126/196/267/37/107/177/247/318/74/255/25/95/165/235/306/66/136/206/277/47/117/187/258/18/88/158/228/299/59/129/199/2610/310/1010/1710/2410/3111/711/1411/2111/2812/512/1212/1912/261/21/91/161/231/302/62/132/202/273/63/133/203/274/34/104/174/245/15/85/155/225/296/56/126/196/267/37/107/177/247/318/78/148/218/289/49/119/189/2510/210/910/1610/2310/3011/611/1311/2011/2712/412/1112/1812/251/11/81/151/221/292/52/122/192/263/53/123/193/264/24/94/164/234/305/75/145/215/286/46/116/186/257/27/97/167/237/308/68/10(1-3)(4-10)(15-21)(22-28)(29-35)(36-42)(43-49)(50-56)(57-63)(64-70)(71-77)(78-84)(85-91)(92-98)(99-105)(106-112)(113-119)(120-126)(127-133)(134-140)VOLUMESATBOBOTVOLUMEBOBOTVOLUMEBOBOT(141-147)(148-154)(155-161)(162-168)(169-175)(176-182)VOLUMESATBOBOTVOLUMEBOBOTVOLUMEBOBOT(183-189)(190-196)(197-203)(204-210)(211-217)(218-224)(225-231)(232-238)(239-245)(246-252)(253-259)(260-266)(267-273)(274-280)(281-287)(288-294)(295-301)(302-308)(309-315)(316-322)(323-329)(330-336)(337-343)(344-350)(351-357)(358-364)(365-371)(372-378)(379-385)(386-392)(393-399)(400-406)(407-413)(414-420)(421-427)(428-434)(435-441)(443-448)(449-455)(456-462)(463-469)(470-476)(477-483)(484-490)(491-497)(498-504)(505-511)(512-518)(519-525)(526-532)(533-539)(540-546)(547-553)(554-560)(561-567)(568-574)(575-581)(582-588)(589-595)(596-602)(603-609)(611-616)(617-623)(624-630)(631-637)(638-644)(645-651)(652-658)(659-665)(666-672)(673-679)(680-686)(687-693)(694-700)(701-707)(708-714)(715-721)(722-728)(729-735)(736-742)(743-749)(750-756)(757-763)(764-770)(771-777)(778-784)(785-791)(792-798)(799-805)(806-812)(813-819)(820-826)(827-833)(834-840)(834-840) IUMUM1Angkutan material dari/ke gudang bangil100,00ton0,087100,00ton0,0870,000,000100,000,087966,84ton0,8450,000,000966,840,8450,1410,1410,1410,1410,1410,1412Angkutan Rel R.54 dari Gudang ke Lokasi326,58ton0,708325,21ton0,7090,000,000325,210,709325,21ton0,7090,000,000325,210,7090,0890,0890,0890,0890,0890,0890,0890,0893Mobilisasi dan Demobilisasi1,00ls0,1140,0050,0050,0050,0050,0051,00ls0,1150,500,0570,500,0571,00ls0,1150,500,0570,500,0570,0030,0030,0030,0030,0030,0030,0030,0030,0030,0030,0030,0030,0030,0030,0030,0030,0030,0034Pengukuran dan staking out60.000,00m20,6870,0060,0060,0060,0060,0060,0060,0060,0060,0060,0060,0060,0060,0060,0060,0060,0060,0060,00660.000,00m20,69030.000,000,34530.000,000,3450,0040,0040,0040,0040,0040,00460.000,00m20,69030.000,000,34530.000,000,3450,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0045Membuat Direksi keet72,00m20,1080,0540,05472,00m20,10972,000,1090,000,00072,00m20,10972,000,1090,000,0006Membuat Gudang Kerja36,00m20,0430,0210,02136,00m20,04336,000,0430,000,00036,00m20,04336,000,0430,000,0007Sewa Perlengkapan Direksi Keet1,00ls0,0540,0541,00ls0,0541,000,0540,000,0001,00ls0,0541,000,0540,000,0008Penyelidikan Tanah (uji sondir dangkal)60,00titik0,4590,0760,0760,0760,0760,0760,07660,00titik0,46160,000,4610,000,00060,00titik0,46160,000,4610,000,0009Penyelidikan Tanah (uji boring)10,00titik0,4630,2320,2324,00titik0,1864,000,1860,000,0004,00titik0,1864,000,1860,000,00010Pengujian PDA4,00titik0,2084,00titik0,2090,000,0004,000,2094,00titik0,2090,0004,000,2090,20911Commisioning1,00ls0,0831,00ls0,0840,000,0001,000,0841,00ls0,0840,000,0001,000,0840,0100,0100,0100,0100,0100,0100,0100,01012Kesehatan dan Keselamatan Kerja1,00ls0,4320,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0041,00ls0,4340,160,0700,840,3640,0040,0040,0040,0040,0040,0041,00ls0,4340,220,0940,780,3400,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,004 IISIPIL1Striping/pembersihan lahan30.883,66m20,6750,0160,0160,0160,0160,0160,0160,0160,0160,0160,0160,0160,0160,0160,01628.547,80m20,62713.797,630,30314.750,180,3240,0270,02728.547,80m20,62722.646,790,4975.901,010,1300,0220,0220,0220,0220,0220,0222Galian tanah biasa20.649,13m31,7370,0410,0410,0410,0410,0410,0410,0410,0410,0410,0410,0410,0410,0410,04125.792,61m32,1809.104,920,77016.687,691,4110,0560,0560,0560,0560,0560,05625.792,61m32,18017.318,731,4648.473,880,7160,0380,0380,0380,0380,0380,0380,0380,0380,0380,0380,0380,0380,0380,0380,0380,0380,0380,0380,0383Perbaikan tanah dasar dengan Material berbutir dibungkus Geotekstile19.800,00m39,2180,2190,2190,2190,2190,2190,2190,2190,2190,2190,2190,2190,2190,2190,21916.324,34m36,2367.048,352,6939.275,993,5440,5060,5060,5060,5060,5060,50616.324,34m36,23615.167,845,7941.156,500,4420,4424Timbunan dengan material tanah pilihan32.723,86m37,5390,1790,1790,1790,1790,1790,1790,1790,1790,1790,1790,1790,1790,17939.452,76m39,1321.052,910,24438.399,858,8880,2020,2020,2020,2020,2020,20239.452,76m39,13214.976,413,46724.476,355,6650,1570,1570,1570,1570,1570,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0925Timbunan dengan material berbutir824,60m30,2110,0050,0050,0050,0050,0050,0050,0050,0050,0050,0050,005824,60m30,2120,000,000824,600,2120,0070,0070,007824,60m30,2120,000,000824,600,2120,0530,0530,0530,0536Pemasangan geotextile Sebagai Separator18.000,00m21,5700,0370,0370,0370,0370,0370,0370,0370,0370,0370,0370,03720.114,46m21,7620,000,00020.114,461,7620,05724.496,76m22,1464.017,280,35220.479,481,7940,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0607Timbunan Sub Ballas5.400,00m31,2850,0310,0310,0310,0310,0310,0310,0310,0310,0316.334,83m31,5140,000,0006.334,831,5146.334,83m31,5141.261,230,3025.073,601,2130,0640,0640,0640,0640,0640,0640,0640,0640,0640,0640,0640,0640,0640,0640,0640,0640,0640,0640,0648Pekerjaan Jalan akses1.000,00m'0,4420,0260,0260,0260,0260,0260,0260,0260,0260,0260,0260,0260,0260,0260,0260,0260,0261.000,00m'0,4440,000,0001.000,000,4440,0740,0740,0740,0740,0740,0741.000,00m'0,4441.000,000,4440,000,0009Saluran pracetak uk. 80x80x120 cm4.500,00m'6,0740,1240,1240,1240,1240,1240,1240,1240,1240,1240,1240,1240,124658,80m'0,8470,000,000658,800,8470,0190,0190,0190,019658,80m'0,8470,000,000658,800,8470,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,02410Pasangan Batu Kosong32,00m30,02432,00m30,0240,000,00032,000,02432,00m30,0240,000,00032,000,0240,0120,01211merivisi jalan perlintasan tak terjaga20,00m'sp0,08120,00m'sp0,0820,000,00020,000,08220,00m'sp0,0820,000,00020,000,0820,0140,0140,0140,0140,0140,01412Membuat dan memasang konstruksi perlintasan dengan rel paksa20,00m'sp0,01220,00m'sp0,0120,000,00020,000,01220,00m'sp0,0120,000,00020,000,0120,0030,0030,0030,00313Perbaikan kelandaian jalan perlintasan- Mengerjakan perkerasan jalan dengan basecorse A167,27m30,248167,27m30,2500,000,000167,270,250167,27m30,2500,000,000167,270,2500,1250,125- Mengerjakan perkerasan jalan dengan basecorse B83,64m30,09983,64m30,1000,000,00083,640,10083,64m30,1000,000,00083,640,1000,0500,050- Mengaspal dengan hotmix t=5 cm836,35m20,373836,35m20,3750,000,000836,350,375836,35m20,3750,000,000836,350,3750,1880,18814Memasang Pipa PVC berikut bahan type AW dia. 6"2.940,00m'1,6510,0970,0970,0972.940,00m'1,6590,000,0002.940,001,6592.940,00m'1,6590,000,0002.940,001,6590,1040,1040,1040,1040,1040,1040,1040,1040,1040,1040,1040,1040,1040,1040,1040,10415Perbaikan jalan eksisting yang digunakan untuk akses ( Aspal t = 3 cm )3.000,00m21,2133.000,00m21,2180,000,0003.000,001,2183.000,00m21,2180,000,0003.000,001,2180,4060,4060,40616Pemasangan Patok Piket30,00bh0,00730,00bh0,0070,000,00030,000,00730,00bh0,0070,000,00030,000,0070,0040,00417Pemasangan Pagar Ornamen T = 1 m1.850,00m'7,1241.089,82m'4,0710,000,0001.089,824,0711.089,82m'4,0710,000,0001.089,824,0710,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,095 IIIPEKERJAAN TRACK1Pengadan Balas kricak6.000,00m34,3736.000,00m34,8950,000,0006.000,004,8956.000,00m34,8950,000,0006.000,004,8950,2450,2450,2450,2450,2450,2450,2450,2450,2450,2450,2450,2450,2450,2450,2450,2450,2450,2450,2450,2452Memasang MJ berikut bahan bantalan kayu 10,00titik0,2129,00titik0,1920,000,0009,000,1929,00titik0,1920,000,0009,000,1920,0380,0380,0380,0380,0383Pemasangan Track dan Pemecokan awal track baru3.000,00m'sp1,9513.000,00m'sp1,9600,000,0003.000,001,9603.000,00m'sp1,9600,000,0003.000,001,9600,1030,1030,1030,1030,1030,1030,1030,1030,1030,1030,1030,1030,1030,1030,1030,1030,1030,1030,1034Mengelas rel 54 dengan las Flashbutt menjadi panjang menerus242,00titik1,774222,00titik1,6350,000,000222,001,635222,00titik1,6350,000,000222,001,6350,1090,1090,1090,1090,1090,1090,1090,1090,1090,1090,1090,1090,1090,1090,1095Angkat listring dengan alat berat (MTT)3.000,00m'sp0,8633.000,00m'sp0,8680,000,0003.000,000,8683.000,00m'sp0,8680,000,0003.000,000,8680,1240,1240,1240,1240,1240,1240,124 IVJEMBATAN1Membuat Manhole dari beton uk. 100x100x130 cm60,00unit0,7690,0450,0450,04560,00unit0,7730,000,00060,000,7730,1290,1290,1290,1290,1290,12960,00unit0,7730,000,00060,000,7730,0970,0970,0970,0970,0970,0970,0970,0972Bore Pile dia. 80 cm, K 350510,00m'4,399198,00m'1,8160,000,000198,001,816198,00m'1,8160,000,000198,001,8160,4540,4540,4540,4543Memotong/bobok borepile dia. 80 cm30,00bh0,03118,00bh0,0190,000,00018,000,01918,00bh0,0190,000,00018,000,0190,0040,0040,0040,0040,0044Memancang SSP untuk Shoring penahan tanah5.760,00m'5,4015.760,00m'5,4030,000,0005.760,005,4033.783,77m'3,5490,000,0003.783,773,5490,1970,1970,1970,1970,1970,1970,1970,1970,1970,1970,1970,1970,1970,1970,1970,1970,1970,1975Mencabut SSP untuk shoring5.760,00m'3,7355.760,00m'3,7530,000,0005.760,003,7533.783,77m'2,4650,000,0003.783,772,4650,2470,2470,2470,2470,2470,2470,2470,2470,2470,2476Pemasangan H-Beam untuk bracing keliling shoring3.200,00m'2,9243.200,00m'2,9380,000,0003.200,002,938266,40m'0,2450,000,000266,400,2450,0220,0220,0220,0220,0220,0220,0220,0220,0220,0220,0227Pengadaan Mini Pile Square 25 x 256.237,00m'2,5311.944,00m'0,7931.800,000,734144,000,0590,0290,0291.944,00m'0,7931.800,000,734144,000,0590,0290,0298Pemancangan Mini Pile Square 25 x 255.197,50m'2,0881.779,00m'0,7180,000,0001.779,000,7181.779,00m'0,7180,000,0001.779,000,7180,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0609Kupas Kepala Mini Pile2.079,00bh0,535330,00bh0,0850,000,000330,000,085330,00bh0,0850,000,000330,000,0850,0070,0070,0070,0070,0070,0070,0070,0070,0070,0070,0070,00710Urugan Pasir117,58m30,046117,58m30,0460,000,000117,580,046117,58m30,0460,000,000117,580,0460,0230,02311Lantai Kerja Beton K-175126,86m30,226126,86m30,2290,000,000126,860,229126,86m30,2290,000,000126,860,2290,1140,11412Bekisting Pondasi787,04m20,498787,04m20,5000,000,000787,040,500787,04m20,5000,000,000787,040,5000,0560,0560,0560,0560,0560,0560,0560,0560,05613Bekisting Dinding, Wingwall dan Parapet4.697,04m24,1104.697,04m24,1290,000,0004.697,044,1294.697,04m24,1290,000,0004.697,044,1290,5160,5160,5160,5160,5160,5160,5160,51614Bekisting lantai110,30m20,101110,30m20,1010,000,000110,300,101110,30m20,1010,000,000110,300,1010,0200,0200,0200,0200,02015Bekisting Balok64,80m20,05964,80m20,0600,000,00064,800,06064,80m20,0600,000,00064,800,0600,0300,03016Pembesian U-32305.756,26kg9,481305.756,26kg10,1010,000,000305.756,2610,101305.756,26kg10,1010,000,000305.756,2610,1010,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,16817Pembesian BJTD 4045.783,02kg1,42045.783,02kg1,5130,000,00045.783,021,5130,0630,06345.783,02kg1,5130,000,00045.783,021,5130,0890,0890,0890,0890,0890,0890,0890,0890,0890,0890,0890,0890,0890,0890,0890,0890,08918Beton K - 3002.192,10m35,0272.192,10m35,0980,000,0002.192,105,0982.192,10m35,0980,000,0002.192,105,0980,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,20419Beton K - 3507,49m30,0177,49m30,0180,000,0007,490,0187,49m30,0180,000,0007,490,0180,0040,0040,0040,00420Drainase suling-suling Pipa Galvanis 2"1.096,00bh0,4451.096,00bh0,4470,000,0001.096,000,4471.096,00bh0,4470,000,0001.096,000,4470,0640,0640,0640,0640,0640,0640,06421Pekerjaan Bangunan Atas Jembatan- Pengadaan/pembuatan beton Voided Slab L 11,4 m ( termasuk angkut)15,00bh3,27815,00bh3,45010,002,3005,001,1500,0720,0720,0720,0720,0720,07215,00bh3,45015,003,4500,000,000- Elastomer bearing pad30,00bh0,14030,00bh0,1590,000,00030,000,15930,00bh0,1590,000,00030,000,1590,0790,079- Erection Vioded Slab Bentang 11,4 m15,00bh0,12515,00bh0,1160,000,00015,000,11615,00bh0,1160,000,00015,000,1160,0580,058- Pin Bearing fix dan move30,00bh0,03130,00bh0,0470,000,00030,000,04730,00bh0,0470,000,00030,000,0470,047- Pemasangan andas dengan grouting1,50m30,0301,50m30,0300,000,0001,500,0301,50m30,0300,000,0001,500,0300,030- Railling Jembatan T= 1 m72,00m'0,05272,00m'0,0540,000,00072,000,05472,00m'0,0540,000,00072,000,0540,0140,0140,0140,014- Expantion Joint26,25m'0,19126,25m'0,1920,000,00026,250,19226,25m'0,1920,000,00026,250,1920,192- Jembatan Darurat utk Jalan akses1,00unit0,1040,0080,0081,00unit0,2610,000,0001,000,2610,0330,0331,00unit0,2610,000,0001,000,2610,261 V.PENAMBAHAN/PERUBAHAN RUANG LINGKUP PEKERJAANSIPIL1Pagar sterilisasi batas ROW dengan kawat berduri5.875,23m'4,9080,000,0005.875,234,9085.875,23m'4,9080,000,0005.875,234,9080,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2042Saluran pracetak uk. 40 x 60 x 120 cm2.938,80m'5,4470,000,0002.938,805,4472.938,80m'5,4470,000,0002.938,805,4470,4540,4540,4540,4540,4540,4540,4540,4540,4540,4540,4540,4543Perbaikan tanah dasar dengan tanah kapur/Limestone2.056,38m³0,9640,000,0002.056,380,9642.703,54m³1,2670,000,0002.703,541,2670,1150,1150,1150,1150,1150,1150,1150,1150,1150,1150,1154Bongkar rangka bekas halte Bangsal832,50kg0,0050,000,000832,500,0050,005832,50kg0,0050,000,000832,500,0050,0055Membongkar pasangan batu kali 139,25m³0,1420,000,000139,250,142139,25m³0,1420,000,000139,250,1420,0710,0716Relokasi jalan warga menggunakan perkerasan beton- Timbunan dengan material tanah pilihan158,05m³0,0370,000,000158,050,037158,05m³0,0370,000,000158,050,0370,0180,018- Mengerjakan perkerasan jalan dengan basecorse B94,83m³0,0650,000,00094,830,06594,83m³0,0650,000,00094,830,0650,0320,032- Lantai Kerja Beton K-17531,61m³0,0570,000,00031,610,05731,61m³0,0570,000,00031,610,0570,0290,029- Pembesian U-322.691,39kg0,0840,000,0002.691,390,0842.691,39kg0,0840,000,0002.691,390,0840,084- Bekisting Pondasi68,97m²0,0290,000,00068,970,02968,97m²0,0290,000,00068,970,0290,0150,015- Bobok Beton Jalan Desa64,07m³0,0810,000,00064,070,08164,07m³0,0810,000,00064,070,0810,0400,040 TRACK1Pemasangan Track dan Pemecokan awal track baru11,23m'sp0,0060,000,00011,230,00611,23m'sp0,0060,000,00011,230,0060,0062Angkat listring dengan alat berat (MTT)11,23m'sp0,0030,000,00011,230,00311,23m'sp0,0030,000,00011,230,0030,003 JEMBATAN1Bore Pile dia. 100 cm, K 350162,00m'1,7600,000,000162,001,7600,1600,160162,00m'1,76090,000,97872,000,7820,2610,2610,2612Memotong/Bobok bore Pile dia. 100 cm18,00bh0,0790,000,00018,000,07918,00bh0,0790,000,00018,000,0790,0160,0160,0160,0160,016 VIITEM BARU (Add II)1Pekerjaan Memotong Rel R.33, P.38/R.420,0000,1602.302,00m'0,2260,000,0002.302,000,2260,0450,0450,0450,0450,0452Pemancangan rel panjang 5m / btg23.020,00bh4,1640,000,00023.020,004,1640,3470,3470,3470,3470,3470,3470,3470,3470,3470,3470,3470,347 JUMLAH BOBOT RENCANA100,000,0100,3240,0000,0000,3660,1750,4490,7470,7150,7130,6590,6900,7870,7870,6900,6900,6900,7350,7270,686100,0008,36991,6311,1071,1031,0731,0661,3301,547100,00018,83181,1691,2691,2231,5171,9051,8241,2370,8860,8860,8860,8860,0000,0001,6701,5281,5581,9021,9391,5831,1920,8971,6171,5210,8091,0401,7321,6500,8210,0000,0000,6900,6870,6910,7310,6670,5631,0171,0210,9570,9501,2321,2551,1921,2661,2951,3611,0441,0290,6510,6510,8960,9360,9560,9561,0571,0381,2300,9930,9930,9930,9931,0181,1300,0000,0001,0381,0351,0350,9960,9960,9960,9960,6880,6880,6900,5840,5840,4160,4190,0000,0000,1060,2410,2410,1660,3540,4340,6500,6500,5550,1520,1480,1410,0180,0180,018KOMULATIF BOBOT RENCANA0,0100,3340,3340,3340,7000,8751,3242,0712,7863,4994,1584,8485,6356,4227,1117,8018,4919,2269,95310,6389,47610,57911,65212,71814,04815,59520,10021,32322,84024,74526,56927,80628,69229,57830,46531,35131,35131,35133,02134,54936,10738,00939,94841,53042,72243,61945,23646,75747,56648,60650,33851,98952,81052,81052,81053,50054,18654,87855,60856,27556,83857,85458,87659,83360,78362,01563,27064,46265,72867,02368,38469,42870,45771,10871,76072,65573,59174,54775,50376,55977,59778,82779,82080,81381,80682,79983,81684,94684,94684,94685,98487,01988,05489,05090,04691,04392,03992,72793,41594,10594,68995,27395,68996,10896,10896,10896,21496,45596,69696,86397,21797,65198,30198,95099,50599,65899,80699,94799,96599,982100,000JUMLAH BOBOT REALISASI0,0290,1220,0000,0000,2380,1610,1610,1610,0990,0530,0470,0040,0040,0040,0580,0580,2931,5653,7071,6052,3450,9651,4961,2701,4532,9331,8962,1850,823KOMULATIF BOBOT REALISASI0,0290,1500,1500,1500,3890,5490,7100,8710,9701,0231,0701,0741,0781,0821,1401,1991,4923,0576,7638,36910,71311,67913,17514,44515,89818,83120,72722,91223,735
MINGGU KE
1Apr ADD-I (MC-0)VOLUME SUDAH DIKERJAKANVOLUME BELUM DIKERJAKAN 3456November 2022Desember 2021Januari 2022Februari 2022Maret 2022
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Juni 2023Juli 2023Agustus 2023 07-Sep-21
Desember 2022Januari 2023Februari 2023Maret 2023April 2023Mei 2023Juni 2022Juli 2022Agustus 2022April 2022Mei 202229Mei 2021Juni 2021Juli 2021Agustus 2021September 2021Oktober 2021November 2021212223242526September 2022Oktober 20221718192728121314151678
BARC H ART S C H ED U LE
NO.URAIAN KEGIATANVOLUMESAT.BOBOT (%) WAKTU PELAKSANAAN PEKERJAAN KETERANGANBULAN KE22091011 21-Oct-21 ADD-II VOLUME SUDAH DIKERJAKANVOLUME BELUM DIKERJAKAN JUMLAH BOBOT RENCANAKOMULATIF BOBOT RENCANAJUMLAH BOBOT REALISASIKOMULATIF BOBOT REALISASI
JUMLAH BOBOT RENCANAKOMULATIF BOBOT RENCANAJUMLAH BOBOT REALISASIKOMULATIF BOBOT REALISASI
Jalan Raya Tenggilis No. 26Surabaya 60292 –INDONESIA Phone : 031 8413366 Fax. 031 8439426 E-mail Address : [email protected]
Reg. No. QS 004797 WA, OS 830134 WA & ES 037906 WA
ISO 14001:2004CIVIL ENGINEERING & GENERAL CONTRACTOR
4
Kementerian Negara/Lembaga:Kementerian PerhubunganUnit Eselon III/Satker:Balai Teknik Perkeretaapian Wilayah Jawa Bagian Timur```````Kegiatan:Pembangunan Jalur Ganda KA di KM 49+500 sd KM 52+500antara Mojokerto-Sepanjang Lintas Surabaya - SoloKeluaran (Output):Pembangunan Jalur Ganda KA Lintas Selatan JawaNama Paket Pekerjaan:JGMS 9Panjang Lintas:3 Km'sp 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IUMUM1Angkutan material dari/ke gudang bangil100,00ton0,087100,00ton0,0870,000,000100,000,087966,84ton0,8450,000,000966,840,8450,1410,1410,1410,1410,1410,1412Angkutan Rel R.54 dari Gudang ke Lokasi326,58ton0,708325,21ton0,7090,000,000325,210,709325,21ton0,7090,000,000325,210,7090,0890,0890,0890,0890,0890,0890,0890,0893Mobilisasi dan Demobilisasi1,00ls0,1140,0050,0050,0050,0050,0051,00ls0,1150,500,0570,500,0571,00ls0,1150,500,0570,500,0570,0030,0030,0030,0030,0030,0030,0030,0030,0030,0030,0030,0030,0030,0030,0030,0030,0030,0034Pengukuran dan staking out60.000,00m20,6870,0060,0060,0060,0060,0060,0060,0060,0060,0060,0060,0060,0060,0060,0060,0060,0060,0060,00660.000,00m20,69030.000,000,34530.000,000,3450,0040,0040,0040,0040,0040,00460.000,00m20,69030.000,000,34530.000,000,3450,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0045Membuat Direksi keet72,00m20,1080,0540,05472,00m20,10972,000,1090,000,00072,00m20,10972,000,1090,000,0006Membuat Gudang Kerja36,00m20,0430,0210,02136,00m20,04336,000,0430,000,00036,00m20,04336,000,0430,000,0007Sewa Perlengkapan Direksi Keet1,00ls0,0540,0541,00ls0,0541,000,0540,000,0001,00ls0,0541,000,0540,000,0008Penyelidikan Tanah (uji sondir dangkal)60,00titik0,4590,0760,0760,0760,0760,0760,07660,00titik0,46160,000,4610,000,00060,00titik0,46160,000,4610,000,0009Penyelidikan Tanah (uji boring)10,00titik0,4630,2320,2324,00titik0,1864,000,1860,000,0004,00titik0,1864,000,1860,000,00010Pengujian PDA4,00titik0,2084,00titik0,2090,000,0004,000,2094,00titik0,2090,0004,000,2090,20911Commisioning1,00ls0,0831,00ls0,0840,000,0001,000,0841,00ls0,0840,000,0001,000,0840,0100,0100,0100,0100,0100,0100,0100,01012Kesehatan dan Keselamatan Kerja1,00ls0,4320,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0041,00ls0,4340,160,0700,840,3640,0040,0040,0040,0040,0040,0041,00ls0,4340,220,0940,780,3400,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,0040,004 IISIPIL1Striping/pembersihan lahan30.883,66m20,6750,0160,0160,0160,0160,0160,0160,0160,0160,0160,0160,0160,0160,0160,01628.547,80m20,62713.797,630,30314.750,180,3240,0270,02728.547,80m20,62722.646,790,4975.901,010,1300,0220,0220,0220,0220,0220,0222Galian tanah biasa20.649,13m31,7370,0410,0410,0410,0410,0410,0410,0410,0410,0410,0410,0410,0410,0410,04125.792,61m32,1809.104,920,77016.687,691,4110,0560,0560,0560,0560,0560,05625.792,61m32,18017.318,731,4648.473,880,7160,0380,0380,0380,0380,0380,0380,0380,0380,0380,0380,0380,0380,0380,0380,0380,0380,0380,0380,0383Perbaikan tanah dasar dengan Material berbutir dibungkus Geotekstile19.800,00m39,2180,2190,2190,2190,2190,2190,2190,2190,2190,2190,2190,2190,2190,2190,21916.324,34m36,2367.048,352,6939.275,993,5440,5060,5060,5060,5060,5060,50616.324,34m36,23615.167,845,7941.156,500,4420,4424Timbunan dengan material tanah pilihan32.723,86m37,5390,1790,1790,1790,1790,1790,1790,1790,1790,1790,1790,1790,1790,17939.452,76m39,1321.052,910,24438.399,858,8880,2020,2020,2020,2020,2020,20239.452,76m39,13214.976,413,46724.476,355,6650,1570,1570,1570,1570,1570,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0920,0925Timbunan dengan material berbutir824,60m30,2110,0050,0050,0050,0050,0050,0050,0050,0050,0050,0050,005824,60m30,2120,000,000824,600,2120,0070,0070,007824,60m30,2120,000,000824,600,2120,0530,0530,0530,0536Pemasangan geotextile Sebagai Separator18.000,00m21,5700,0370,0370,0370,0370,0370,0370,0370,0370,0370,0370,03720.114,46m21,7620,000,00020.114,461,7620,05724.496,76m22,1464.017,280,35220.479,481,7940,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0607Timbunan Sub Ballas5.400,00m31,2850,0310,0310,0310,0310,0310,0310,0310,0310,0316.334,83m31,5140,000,0006.334,831,5146.334,83m31,5141.261,230,3025.073,601,2130,0640,0640,0640,0640,0640,0640,0640,0640,0640,0640,0640,0640,0640,0640,0640,0640,0640,0640,0648Pekerjaan Jalan akses1.000,00m'0,4420,0260,0260,0260,0260,0260,0260,0260,0260,0260,0260,0260,0260,0260,0260,0260,0261.000,00m'0,4440,000,0001.000,000,4440,0740,0740,0740,0740,0740,0741.000,00m'0,4441.000,000,4440,000,0009Saluran pracetak uk. 80x80x120 cm4.500,00m'6,0740,1240,1240,1240,1240,1240,1240,1240,1240,1240,1240,1240,124658,80m'0,8470,000,000658,800,8470,0190,0190,0190,019658,80m'0,8470,000,000658,800,8470,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,0240,02410Pasangan Batu Kosong32,00m30,02432,00m30,0240,000,00032,000,02432,00m30,0240,000,00032,000,0240,0120,01211merivisi jalan perlintasan tak terjaga20,00m'sp0,08120,00m'sp0,0820,000,00020,000,08220,00m'sp0,0820,000,00020,000,0820,0140,0140,0140,0140,0140,01412Membuat dan memasang konstruksi perlintasan dengan rel paksa20,00m'sp0,01220,00m'sp0,0120,000,00020,000,01220,00m'sp0,0120,000,00020,000,0120,0030,0030,0030,00313Perbaikan kelandaian jalan perlintasan- Mengerjakan perkerasan jalan dengan basecorse A167,27m30,248167,27m30,2500,000,000167,270,250167,27m30,2500,000,000167,270,2500,1250,125- Mengerjakan perkerasan jalan dengan basecorse B83,64m30,09983,64m30,1000,000,00083,640,10083,64m30,1000,000,00083,640,1000,0500,050- Mengaspal dengan hotmix t=5 cm836,35m20,373836,35m20,3750,000,000836,350,375836,35m20,3750,000,000836,350,3750,1880,18814Memasang Pipa PVC berikut bahan type AW dia. 6"2.940,00m'1,6510,0970,0970,0972.940,00m'1,6590,000,0002.940,001,6592.940,00m'1,6590,000,0002.940,001,6590,1040,1040,1040,1040,1040,1040,1040,1040,1040,1040,1040,1040,1040,1040,1040,10415Perbaikan jalan eksisting yang digunakan untuk akses ( Aspal t = 3 cm )3.000,00m21,2133.000,00m21,2180,000,0003.000,001,2183.000,00m21,2180,000,0003.000,001,2180,4060,4060,40616Pemasangan Patok Piket30,00bh0,00730,00bh0,0070,000,00030,000,00730,00bh0,0070,000,00030,000,0070,0040,00417Pemasangan Pagar Ornamen T = 1 m1.850,00m'7,1241.089,82m'4,0710,000,0001.089,824,0711.089,82m'4,0710,000,0001.089,824,0710,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,0950,095 IIIPEKERJAAN TRACK1Pengadan Balas kricak6.000,00m34,3736.000,00m34,8950,000,0006.000,004,8956.000,00m34,8950,000,0006.000,004,8950,2450,2450,2450,2450,2450,2450,2450,2450,2450,2450,2450,2450,2450,2450,2450,2450,2450,2450,2450,2452Memasang MJ berikut bahan bantalan kayu 10,00titik0,2129,00titik0,1920,000,0009,000,1929,00titik0,1920,000,0009,000,1920,0380,0380,0380,0380,0383Pemasangan Track dan Pemecokan awal track baru3.000,00m'sp1,9513.000,00m'sp1,9600,000,0003.000,001,9603.000,00m'sp1,9600,000,0003.000,001,9600,1030,1030,1030,1030,1030,1030,1030,1030,1030,1030,1030,1030,1030,1030,1030,1030,1030,1030,1034Mengelas rel 54 dengan las Flashbutt menjadi panjang menerus242,00titik1,774222,00titik1,6350,000,000222,001,635222,00titik1,6350,000,000222,001,6350,1090,1090,1090,1090,1090,1090,1090,1090,1090,1090,1090,1090,1090,1090,1095Angkat listring dengan alat berat (MTT)3.000,00m'sp0,8633.000,00m'sp0,8680,000,0003.000,000,8683.000,00m'sp0,8680,000,0003.000,000,8680,1240,1240,1240,1240,1240,1240,124 IVJEMBATAN1Membuat Manhole dari beton uk. 100x100x130 cm60,00unit0,7690,0450,0450,04560,00unit0,7730,000,00060,000,7730,1290,1290,1290,1290,1290,12960,00unit0,7730,000,00060,000,7730,0970,0970,0970,0970,0970,0970,0970,0972Bore Pile dia. 80 cm, K 350510,00m'4,399198,00m'1,8160,000,000198,001,816198,00m'1,8160,000,000198,001,8160,4540,4540,4540,4543Memotong/bobok borepile dia. 80 cm30,00bh0,03118,00bh0,0190,000,00018,000,01918,00bh0,0190,000,00018,000,0190,0040,0040,0040,0040,0044Memancang SSP untuk Shoring penahan tanah5.760,00m'5,4015.760,00m'5,4030,000,0005.760,005,4033.783,77m'3,5490,000,0003.783,773,5490,1970,1970,1970,1970,1970,1970,1970,1970,1970,1970,1970,1970,1970,1970,1970,1970,1970,1975Mencabut SSP untuk shoring5.760,00m'3,7355.760,00m'3,7530,000,0005.760,003,7533.783,77m'2,4650,000,0003.783,772,4650,2470,2470,2470,2470,2470,2470,2470,2470,2470,2476Pemasangan H-Beam untuk bracing keliling shoring3.200,00m'2,9243.200,00m'2,9380,000,0003.200,002,938266,40m'0,2450,000,000266,400,2450,0220,0220,0220,0220,0220,0220,0220,0220,0220,0220,0227Pengadaan Mini Pile Square 25 x 256.237,00m'2,5311.944,00m'0,7931.800,000,734144,000,0590,0290,0291.944,00m'0,7931.800,000,734144,000,0590,0290,0298Pemancangan Mini Pile Square 25 x 255.197,50m'2,0881.779,00m'0,7180,000,0001.779,000,7181.779,00m'0,7180,000,0001.779,000,7180,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0600,0609Kupas Kepala Mini Pile2.079,00bh0,535330,00bh0,0850,000,000330,000,085330,00bh0,0850,000,000330,000,0850,0070,0070,0070,0070,0070,0070,0070,0070,0070,0070,0070,00710Urugan Pasir117,58m30,046117,58m30,0460,000,000117,580,046117,58m30,0460,000,000117,580,0460,0230,02311Lantai Kerja Beton K-175126,86m30,226126,86m30,2290,000,000126,860,229126,86m30,2290,000,000126,860,2290,1140,11412Bekisting Pondasi787,04m20,498787,04m20,5000,000,000787,040,500787,04m20,5000,000,000787,040,5000,0560,0560,0560,0560,0560,0560,0560,0560,05613Bekisting Dinding, Wingwall dan Parapet4.697,04m24,1104.697,04m24,1290,000,0004.697,044,1294.697,04m24,1290,000,0004.697,044,1290,5160,5160,5160,5160,5160,5160,5160,51614Bekisting lantai110,30m20,101110,30m20,1010,000,000110,300,101110,30m20,1010,000,000110,300,1010,0200,0200,0200,0200,02015Bekisting Balok64,80m20,05964,80m20,0600,000,00064,800,06064,80m20,0600,000,00064,800,0600,0300,03016Pembesian U-32305.756,26kg9,481305.756,26kg10,1010,000,000305.756,2610,101305.756,26kg10,1010,000,000305.756,2610,1010,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,1680,16817Pembesian BJTD 4045.783,02kg1,42045.783,02kg1,5130,000,00045.783,021,5130,0630,06345.783,02kg1,5130,000,00045.783,021,5130,0890,0890,0890,0890,0890,0890,0890,0890,0890,0890,0890,0890,0890,0890,0890,0890,08918Beton K - 3002.192,10m35,0272.192,10m35,0980,000,0002.192,105,0982.192,10m35,0980,000,0002.192,105,0980,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,20419Beton K - 3507,49m30,0177,49m30,0180,000,0007,490,0187,49m30,0180,000,0007,490,0180,0040,0040,0040,00420Drainase suling-suling Pipa Galvanis 2"1.096,00bh0,4451.096,00bh0,4470,000,0001.096,000,4471.096,00bh0,4470,000,0001.096,000,4470,0640,0640,0640,0640,0640,0640,06421Pekerjaan Bangunan Atas Jembatan- Pengadaan/pembuatan beton Voided Slab L 11,4 m ( termasuk angkut)15,00bh3,27815,00bh3,45010,002,3005,001,1500,0720,0720,0720,0720,0720,07215,00bh3,45015,003,4500,000,000- Elastomer bearing pad30,00bh0,14030,00bh0,1590,000,00030,000,15930,00bh0,1590,000,00030,000,1590,0790,079- Erection Vioded Slab Bentang 11,4 m15,00bh0,12515,00bh0,1160,000,00015,000,11615,00bh0,1160,000,00015,000,1160,0580,058- Pin Bearing fix dan move30,00bh0,03130,00bh0,0470,000,00030,000,04730,00bh0,0470,000,00030,000,0470,047- Pemasangan andas dengan grouting1,50m30,0301,50m30,0300,000,0001,500,0301,50m30,0300,000,0001,500,0300,030- Railling Jembatan T= 1 m72,00m'0,05272,00m'0,0540,000,00072,000,05472,00m'0,0540,000,00072,000,0540,0140,0140,0140,014- Expantion Joint26,25m'0,19126,25m'0,1920,000,00026,250,19226,25m'0,1920,000,00026,250,1920,192- Jembatan Darurat utk Jalan akses1,00unit0,1040,0080,0081,00unit0,2610,000,0001,000,2610,0330,0331,00unit0,2610,000,0001,000,2610,261 V.PENAMBAHAN/PERUBAHAN RUANG LINGKUP PEKERJAANSIPIL1Pagar sterilisasi batas ROW dengan kawat berduri5.875,23m'4,9080,000,0005.875,234,9085.875,23m'4,9080,000,0005.875,234,9080,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2040,2042Saluran pracetak uk. 40 x 60 x 120 cm2.938,80m'5,4470,000,0002.938,805,4472.938,80m'5,4470,000,0002.938,805,4470,4540,4540,4540,4540,4540,4540,4540,4540,4540,4540,4540,4543Perbaikan tanah dasar dengan tanah kapur/Limestone2.056,38m³0,9640,000,0002.056,380,9642.703,54m³1,2670,000,0002.703,541,2670,1150,1150,1150,1150,1150,1150,1150,1150,1150,1150,1154Bongkar rangka bekas halte Bangsal832,50kg0,0050,000,000832,500,0050,005832,50kg0,0050,000,000832,500,0050,0055Membongkar pasangan batu kali 139,25m³0,1420,000,000139,250,142139,25m³0,1420,000,000139,250,1420,0710,0716Relokasi jalan warga menggunakan perkerasan beton- Timbunan dengan material tanah pilihan158,05m³0,0370,000,000158,050,037158,05m³0,0370,000,000158,050,0370,0180,018- Mengerjakan perkerasan jalan dengan basecorse B94,83m³0,0650,000,00094,830,06594,83m³0,0650,000,00094,830,0650,0320,032- Lantai Kerja Beton K-17531,61m³0,0570,000,00031,610,05731,61m³0,0570,000,00031,610,0570,0290,029- Pembesian U-322.691,39kg0,0840,000,0002.691,390,0842.691,39kg0,0840,000,0002.691,390,0840,084- Bekisting Pondasi68,97m²0,0290,000,00068,970,02968,97m²0,0290,000,00068,970,0290,0150,015- Bobok Beton Jalan Desa64,07m³0,0810,000,00064,070,08164,07m³0,0810,000,00064,070,0810,0400,040 TRACK1Pemasangan Track dan Pemecokan awal track baru11,23m'sp0,0060,000,00011,230,00611,23m'sp0,0060,000,00011,230,0060,0062Angkat listring dengan alat berat (MTT)11,23m'sp0,0030,000,00011,230,00311,23m'sp0,0030,000,00011,230,0030,003 JEMBATAN1Bore Pile dia. 100 cm, K 350162,00m'1,7600,000,000162,001,7600,1600,160162,00m'1,76090,000,97872,000,7820,2610,2610,2612Memotong/Bobok bore Pile dia. 100 cm18,00bh0,0790,000,00018,000,07918,00bh0,0790,000,00018,000,0790,0160,0160,0160,0160,016 VIITEM BARU (Add II)1Pekerjaan Memotong Rel R.33, P.38/R.420,0000,1602.302,00m'0,2260,000,0002.302,000,2260,0450,0450,0450,0450,0452Pemancangan rel panjang 5m / btg23.020,00bh4,1640,000,00023.020,004,1640,3470,3470,3470,3470,3470,3470,3470,3470,3470,3470,3470,347 JUMLAH BOBOT RENCANA100,000,0100,3240,0000,0000,3660,1750,4490,7470,7150,7130,6590,6900,7870,7870,6900,6900,6900,7350,7270,686100,0008,36991,6311,1071,1031,0731,0661,3301,547100,00018,83181,1691,2691,2231,5171,9051,8241,2370,8860,8860,8860,8860,0000,0001,6701,5281,5581,9021,9391,5831,1920,8971,6171,5210,8091,0401,7321,6500,8210,0000,0000,6900,6870,6910,7310,6670,5631,0171,0210,9570,9501,2321,2551,1921,2661,2951,3611,0441,0290,6510,6510,8960,9360,9560,9561,0571,0381,2300,9930,9930,9930,9931,0181,1300,0000,0001,0381,0351,0350,9960,9960,9960,9960,6880,6880,6900,5840,5840,4160,4190,0000,0000,1060,2410,2410,1660,3540,4340,6500,6500,5550,1520,1480,1410,0180,0180,018KOMULATIF BOBOT RENCANA0,0100,3340,3340,3340,7000,8751,3242,0712,7863,4994,1584,8485,6356,4227,1117,8018,4919,2269,95310,6389,47610,57911,65212,71814,04815,59520,10021,32322,84024,74526,56927,80628,69229,57830,46531,35131,35131,35133,02134,54936,10738,00939,94841,53042,72243,61945,23646,75747,56648,60650,33851,98952,81052,81052,81053,50054,18654,87855,60856,27556,83857,85458,87659,83360,78362,01563,27064,46265,72867,02368,38469,42870,45771,10871,76072,65573,59174,54775,50376,55977,59778,82779,82080,81381,80682,79983,81684,94684,94684,94685,98487,01988,05489,05090,04691,04392,03992,72793,41594,10594,68995,27395,68996,10896,10896,10896,21496,45596,69696,86397,21797,65198,30198,95099,50599,65899,80699,94799,96599,982100,000JUMLAH BOBOT REALISASI0,0290,1220,0000,0000,2380,1610,1610,1610,0990,0530,0470,0040,0040,0040,0580,0580,2931,5653,7071,6052,3450,9651,4961,2701,4532,9331,8962,1850,823KOMULATIF BOBOT REALISASI0,0290,1500,1500,1500,3890,5490,7100,8710,9701,0231,0701,0741,0781,0821,1401,1991,4923,0576,7638,36910,71311,67913,17514,44515,89818,83120,72722,91223,735
MINGGU KE
1Apr ADD-I (MC-0)VOLUME SUDAH DIKERJAKANVOLUME BELUM DIKERJAKAN 3456November 2022Desember 2021Januari 2022Februari 2022Maret 2022
Wa ktu
P
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84
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K
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( 1 K
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Juni 2023Juli 2023Agustus 2023 07-Sep-21
Desember 2022Januari 2023Februari 2023Maret 2023April 2023Mei 2023Juni 2022Juli 2022Agustus 2022April 2022Mei 202229Mei 2021Juni 2021Juli 2021Agustus 2021September 2021Oktober 2021November 2021212223242526September 2022Oktober 20221718192728121314151678
BARC H ART S C H ED U LE
NO.URAIAN KEGIATANVOLUMESAT.BOBOT (%) WAKTU PELAKSANAAN PEKERJAAN KETERANGANBULAN KE22091011 21-Oct-21 ADD-II VOLUME SUDAH DIKERJAKANVOLUME BELUM DIKERJAKAN JUMLAH BOBOT RENCANAKOMULATIF BOBOT RENCANAJUMLAH BOBOT REALISASIKOMULATIF BOBOT REALISASI
JUMLAH BOBOT RENCANAKOMULATIF BOBOT RENCANAJUMLAH BOBOT REALISASIKOMULATIF BOBOT REALISASI
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