Contract Change Order
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CCCCCCCC CCCCCC CCCCC -3 PROGRAM : BIDANG CIPTA KARYA KEGIATAN : PEMBANGUNAN PELABUHAN SENDAWAR SUMBER DANA : APBD KAB. KUTAI BARAT TAHUN ANGGARAN : 2012 - 2015 NO. URAIAN PEKERJAAN SAT KONTRAK CONTRACT CHANGE ORDER-3 HARGA SATUAN VOLUME JUMLAH HARGA BOBOT SELISIH KEUANGAN Rp. Rp. % I PERSIAPAN 1 Penerangan Lokasi Pekerjaan Ls 4,682,100.00 1.00 4,682,100.00 0.0090 2 Pengukuran/Pemasangan Bouwplank Ls 10,300,000.00 1.00 10,300,000.00 0.0197 3 Sewa Direksi Keet Ls 30,000,000.00 1.00 30,000,000.00 0.0575 4 Air Kerja dan P3K Ls 11,550,000.00 1.00 11,550,000.00 0.0221 5 Works Shop Semi Permanen dan Gudang Bahan Ls 27,000,000.00 1.00 27,000,000.00 0.0517 6 Papan Nama Proyek Bh 1,500,000.00 1.00 1,500,000.00 0.0029 7 Mobilsasi dan Demobilisasi Bh 276,225,000.00 1.00 276,225,000.00 0.5290 8 Dokumentasi Pelaporan dan Uji Laboratorium Ls 37,500,000.00 1.00 37,500,000.00 0.0718 SUB JUMLAH I 398,757,100.00 0.7636 II TIANG PANCANG TRESTLE 1 Pemancangan Tiang Pancang Spoon Pile dia. 45 cm dg ponton m 832,340.00 1,175.00 978,001,382.75 1.8729 2 Pemancangan Tiang Pancang Spoon Pile dia. 45 cm di darat m 330,979.00 300.00 99,293,700.00 0.1902 3 Pengangkutan Tiang Pancang ke titik pancang m 74,621.08 1,475.00 110,066,261.79 0.2108 4 Penyambungan Tiang Pancang Spoon Pile dia. 45 cm titik 697,403.31 70.00 48,820,184.43 0.0935 5 Pemotongan Tiang Pancang Spoon Pile dia. 45 cm titik 586,224.89 40.00 23,448,995.60 0.0449 6 Test Tiang Pancang ( PDA ) titik 30,000,000.00 2.00 60,000,000.00 0.1149 SUB JUMLAH II 1,319,630,524.58 2.5271 III BETON TRESTLE 1 Cor Beton Isi Tiang Pancang spoon pile dia. 45 cm m3 21,828,718.57 4.59 100,132,261.25 0.1918 2 Poer Beton Type P1 ( 1,10 x 1,10 x 0,8 ) m3 15,365,810.47 38.93 598,175,635.83 1.1455 3 Balok Melintang Trestle 50 x 88 Precast m3 8,308,133.25 75.66 628,583,392.01 1.2037 77.0901 (1.4313) (11,891,431.122156) 4 Beton Balok Memanjang Trestle 60 x 88 Precast m3 8,429,435.31 71.13 599,578,990.12 1.1482 5 Lantai Slab precast 15 cm m3 8,108,105.24 57.18 463,650,494.55 0.8879 6 Beton Plat Lantai Cor ditempat t = 13 cm m3 8,095,329.89 74.39 602,180,055.03 1.1532 7 Pemasangan Precast Balok dan Slab dari Sungai m3 6,692,730.00 49.70 332,599,609.45 0.6369 49.6957 8 Pemasangan Precast Balok dan Slab dari darat m3 2,237,730.00 84.85 189,865,538.84 0.3636 133.0023 (48.1550) (107,757,795.843638) 9 Kerb m3 8,817,194.77 6.37 56,172,760.78 0.1076 SUB JUMLAH III 3,570,938,737.87 6.8383 IV TIANG PANCANG DERMAGA 2 Pengadaan Tiang Pancang pipa steel dia. 40 cm m 2,398,496.98 2,226.00 5,339,054,277.48 10.2243 3 Pemancangan Tiang Pancang Spoon Pile dia. 45 cm dan m 832,340.00 8,961.00 7,458,598,740.00 14.2832 pipa steel dia. 40 cm dg ponton - 4 Pengangkutan Tiang Pancang ke titik pancang m 74,621.08 8,961.00 668,679,497.88 1.2805 5 Penyambungan Tiang Pancang Spoon Pile dia. 45 cm dan titik 697,403.31 565.00 394,032,870.15 0.7546 pipa steel dia. 40 cm - TERTAGIH 2014
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Menggambarkan cara pembuatan contract change order dan sebagai bahan referensi untuk instansi terkait penggunan jasa konstruksi
Transcript of Contract Change Order
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CONTRACT CHANGE ORDER -3PROGRAM:BIDANG CIPTA KARYAKEGIATAN:PEMBANGUNAN PELABUHAN SENDAWARSUMBER DANA:APBD KAB. KUTAI BARATTAHUN ANGGARAN:2012 - 2015
NO.URAIAN PEKERJAANSATKONTRAKCONTRACT CHANGE ORDER-3HARGA SATUANVOLUMEJUMLAH HARGABOBOTTERTAGIH 2014SELISIHKEUANGAN Rp.Rp.%
IPERSIAPAN1Penerangan Lokasi PekerjaanLs4,682,100.001.004,682,100.000.00902Pengukuran/Pemasangan BouwplankLs10,300,000.001.0010,300,000.000.01973Sewa Direksi KeetLs30,000,000.001.0030,000,000.000.05754Air Kerja dan P3KLs11,550,000.001.0011,550,000.000.02215Works Shop Semi Permanen dan Gudang BahanLs27,000,000.001.0027,000,000.000.05176Papan Nama ProyekBh1,500,000.001.001,500,000.000.00297Mobilsasi dan DemobilisasiBh276,225,000.001.00276,225,000.000.52908Dokumentasi Pelaporan dan Uji LaboratoriumLs37,500,000.001.0037,500,000.000.0718SUB JUMLAH I398,757,100.000.7636
IITIANG PANCANG TRESTLE1Pemancangan Tiang Pancang Spoon Pile dia. 45 cm dg pontonm832,340.001,175.00978,001,382.751.87292Pemancangan Tiang Pancang Spoon Pile dia. 45 cm di daratm330,979.00300.0099,293,700.000.19023Pengangkutan Tiang Pancang ke titik pancangm74,621.081,475.00110,066,261.790.21084Penyambungan Tiang Pancang Spoon Pile dia. 45 cmtitik697,403.3170.0048,820,184.430.09355Pemotongan Tiang Pancang Spoon Pile dia. 45 cmtitik586,224.8940.0023,448,995.600.04496Test Tiang Pancang ( PDA )titik30,000,000.002.0060,000,000.000.1149SUB JUMLAH II1,319,630,524.582.5271
IIIBETON TRESTLE1 Cor Beton Isi Tiang Pancang spoon pile dia. 45 cmm321,828,718.574.59100,132,261.250.19182 Poer Beton Type P1 ( 1,10 x 1,10 x 0,8 )m315,365,810.4738.93598,175,635.831.14553 Balok Melintang Trestle 50 x 88 Precastm38,308,133.2575.66628,583,392.011.203777.0901(1.4313)(11,891,431.122156)4 Beton Balok Memanjang Trestle 60 x 88 Precastm38,429,435.3171.13599,578,990.121.14825 Lantai Slab precast 15 cmm38,108,105.2457.18463,650,494.550.88796 Beton Plat Lantai Cor ditempat t = 13 cm m38,095,329.8974.39602,180,055.031.15327 Pemasangan Precast Balok dan Slab dari Sungaim36,692,730.0049.70332,599,609.450.636949.69578 Pemasangan Precast Balok dan Slab dari daratm32,237,730.0084.85189,865,538.840.3636133.0023(48.1550)(107,757,795.843638)9 Kerbm38,817,194.776.3756,172,760.780.1076SUB JUMLAH III3,570,938,737.876.8383
IVTIANG PANCANG DERMAGA2Pengadaan Tiang Pancang pipa steel dia. 40 cmm2,398,496.982,226.005,339,054,277.4810.22433Pemancangan Tiang Pancang Spoon Pile dia. 45 cm danm832,340.008,961.007,458,598,740.0014.2832pipa steel dia. 40 cm dg ponton0.04Pengangkutan Tiang Pancang ke titik pancangm74,621.088,961.00668,679,497.881.28055Penyambungan Tiang Pancang Spoon Pile dia. 45 cm dan titik697,403.31565.00394,032,870.150.7546pipa steel dia. 40 cm 0.06Pemotongan Tiang Pancang Spoon Pile dia. 45 cm dantitik586,224.89289.00169,418,993.210.3244pipa steel dia. 40 cm 0.07Test Tiang Pancang ( PDA )titik30,000,000.002.0060,000,000.000.1149SUB JUMLAH IV14,089,784,378.7226.9819
VBETON DERMAGA1 Beton Isi Tiang Pancang Spoon pile dia. 45 cmm321,828,718.57164.743,595,982,014.616.88632 Beton Isi Tiang Pancang Pipa steel dia. 40 cmm39,987,556.60144.031,438,498,909.892.75473 Poer Beton Type P1 ( 1,10 x 1,10 x 0,8 )m315,365,810.47106.361,634,353,699.133.12984 Poer Beton Type P2 ( 1,60 x 1,10 x 0,8 )m313,541,898.3360.02812,730,569.931.55645 Poer Beton Type P3 ( 2,0 x 1,0 x 0,8 )m312,831,342.3327.90357,994,450.900.68566 Poer Beton Type P4 ( 2,0 x 1,0 x 0,8 )m312,831,342.3371.68919,699,292.561.76127 Lantai Slab precast 15 cmm38,108,105.24280.592,275,036,221.154.35678 Beton Plat Lantai Cor ditempat t = 13 cm m38,085,915.42264.502,138,732,553.484.09579 Balok Melintang Dermaga 50/88 m39,176,280.42301.702,768,505,826.095.301710 Balok Memanjang Dermaga 60/88 m38,094,205.14311.912,524,699,140.034.8348361.9670(50.0526)(405,136,012.240417)11 Balok Listplank ( BL ) 25x50 m312,507,599.2719.32241,615,548.900.462712 Pemasangan Precast Balok , Slab dan kerb dari Sungaim311,154,550.00530.875,921,601,457.5911.3398497.430913 Pemasangan Precast Balok, Slab dan kerb dari Daratm33,729,550.00154.39575,815,294.291.102714 Kerbm38,817,194.775.6349,658,440.940.0951SUB JUMLAH V25,254,923,419.4748.3630(524,785,239.206211)
VIPEKERJAAN LAIN-LAIN2 Pasang Cleat Besi betonbh250,000.0023.005,750,000.000.01103 Cat Kerbm276,917.72172.7513,287,536.130.02554 Deletasi Besi Sikum561,292.05213.00119,555,206.650.22905 Pasang Bollard 25 tonbh14,078,443.989.00126,705,995.860.24266 Clamp Bracing Tiang pancangbh1,590,200.99465.00739,443,460.351.41608 Bracing ikat angin Tiang pancang pipa steel dia. 200 mmm1,329,122.48456.85607,209,604.991.16289 Bracing ikat angin Tiang pancang pipa steel dia. 100 mmm622,000.004,430.502,755,771,000.005.277310 Pengecatan Besim276,917.722,640.62203,110,785.920.389011 Bracing Pipa PE dia. 200 mm penahan sampahm436,500.00690.00301,185,000.000.5768SUB JUMLAH VI4,872,018,589.899.3299
VIIPEKERJAAN PONTON1 Pengadaan Tiang Pancang Penahan Ponton Baja 400 mmm2,398,496.98576.001,381,534,260.482.64562 Pemancangan Tiang Pancang Penahan Ponton Baja 400 mmm832,340.00576.00479,427,840.000.91813 Pengangkutan Tiang Pancang ke Titik Pancangm74,621.08576.0042,981,742.080.08234 Penyambungan Tiang Pancang steel 400 mmBh697,403.3184.0058,581,878.040.11225 Pemotongan Tiang Pancang steel 400 mmBh293,112.4412.003,517,349.280.00677 Bracing ikat angin Tiang pancang pipa steel dia. 100 mmm622,000.00273.60170,179,200.000.32598 Pengecatan Besim276,917.72266.7720,519,678.600.0393SUB JUMLAH VII2,156,741,948.484.1302
VIIIPEKERJAAN BETON ABUTMENT DAN PLAT INJAK1Galian Tanahm337,145.0019.60728,042.000.00142 Urugan Tanah dipadatkanm26,257.00142.483,741,097.360.00726Urugan Pasir m3195,657.006.601,291,336.200.00257 Lantai Kerja K125m31,287,887.946.608,500,060.400.01639 Beton Plat Ijakm38,748,671.5733.40292,205,630.440.5596SUB JUMLAH VIII306,466,166.400.5869IXPASANGAN DINDING BATU DI PLAT INJAK DAN TALUD5 Pasangan Batu Kali 1 : 5m3960,201.0022.0021,124,422.000.0405SUB JUMLAH IX21,124,422.000.0405XPEKERJAAN JALAN1Galian tanahm337,145.00541.5020,114,017.500.03852Penyiapan Badan Jalanm28,203.471,393.6011,432,355.790.02193Urugan Sirtum3283,500.00696.80197,542,800.000.3783SUB JUMLAH X229,089,173.290.4387(A)JUMLAH HARGA ( I S/D X )52,219,474,460.70100.0000
