Addendum & Penambahan Pekerjaan

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<p>HITUNGANESTIMATE ENGINEER BIAYA TAMBAH/KURANG PEKERJAANNO. KONTRAK : KU. 08.08/116/PKPP/2011KODE PAKET : SV RBJLOKASI : KELURAHAN BERNGAM KOTA BINJAIPEKERJAAN : Pekerjaan Pembangunan Jalan Poros di Kelurahan Berngam, Kec. Binjai Kota, Kota BinjaiT.A : 2011No.URAIAN PEKERJAANVOLUMESATHARGA SATUAN (Rp)JUMLAH HARGA (Rp)BOBOTNo.URAIAN PEKERJAANVOLUMESATHARGA SATUAN (Rp)JUMLAH HARGA (Rp)BOBOTTAMBAHKURANGVOLUMEJUMLAH HARGA (Rp)I.PEKERJAAN PENDAHULUAN0.0I.PEKERJAAN PENDAHULUAN0.01. Pek. Pembuatan Papan Nama Proyek0.00.01. Pek. Pembuatan Papan Nama Proyek0.00.02. Pek. Penyediaan Gudang/Barak0.00.02. Pek. Penyediaan Gudang/Barak0.00.03. Pek. Pengukuran dan Pematokan0.00.03. Pek. Pengukuran dan Pematokan0.00.0Jumlah :0.0Jumlah :0.0II.PEKERJAAN JALAN PAVING BLOCK DI KEL. BERNGAM767,889,350.86II.PEKERJAAN JALAN PAVING BLOCK DI KEL. BERNGAM895,116,530.57a.JL. Andalan Raya P= 261,00 m' L= 4,00 m'a.JL. Andalan Raya P= 335,00 m' L= 4,00 m'a.Pek. Galian Tanah Untuk Cansteen15.66M325,300.00396,198.000.05a.Pek. Galian Tanah Untuk Cor Dinding Penahan Paving20.10M325,300.00508,530.000.034.44112,332.00b.Pek. Pasangan Cansteen + Spesi870.00Bh35,309.3530,719,134.503.52b.Pek. Beton Cor Untuk Dinding Penahan Paving L: 20 cm T: 20 cm1115.00Bh35,309.3539,369,925.252.55245.008,650,790.75c.Pek. Urugan Sirtu di padatkan t : 10 cm104.40M3294,333.0030,728,365.203.52c.Pek. Urugan Sirtu di padatkan t : 10 cm134.00M3294,333.0039,440,622.004.5229.608,712,256.80d.Pek. Pemasangan Paving Block1044.00M2136,262.00142,257,528.0016.30d.Pek. Pemasangan Paving Block1340.00M2136,262.00182,591,080.0020.92296.0040,333,552.00f.Pek. Pengecatan Cansteen156.60M222,008.363,446,508.740.39Jumlah :207,547,734.4423.78Jumlah :261,910,157.2530.0157,808,931.55b.JL. Andalan XIII P= 473,00 m' L= 3,00 m'b.JL. Andalan XIII P= 537,00 m' L= 3,00 m'a.Pek. Galian Tanah Untuk Cansteen28.38M325,300.00718,014.000.08a.Pek. Galian Tanah Untuk Cor Dinding Penahan Paving32.22M325,300.00815,166.000.093.8497,152.00b.Pek. Pasangan Cansteen + Spesi1577.00Bh35,309.3555,682,844.956.38b.Pek. Beton Cor Untuk Dinding Penahan Paving L: 20 cm T: 20 cm1790.00M335,309.3563,203,736.507.24213.007,520,891.55c.Pek. Urugan Sirtu di padatkan t : 10 cm141.90M3294,333.0041,765,852.704.79c.Pek. Urugan Sirtu di padatkan t : 10 cm161.10M3294,333.0047,417,046.305.4319.205,651,193.60e.Pek. Pemasangan Paving Block1419.00M2136,262.00193,355,778.0022.16e.Pek. Pemasangan Paving Block1611.00M2136,262.00219,518,082.0025.15192.0026,162,304.00g.Pek. Pengecatan Cansteen283.80M222,008.366,245,971.770.72Jumlah :297,768,461.4234.12Jumlah :330,954,030.8037.9233,185,569.38c.JL. Bantaran XIV P= 227,00 m' L= 3,00 m'c.JL. Bantaran XIV P= 315,00 m' L= 3,00 m'a.Pek. Galian Tanah Untuk Cansteen13.62M325,300.00344,586.000.04a.Pek. Galian Tanah Untuk Cor Dinding Penahan Paving18.90M325,300.00478,170.000.055.28133,584.00b.Pek. Pasangan Cansteen + Spesi757.00Bh35,309.3526,729,177.953.06b.Pek. Beton Cor Untuk Dinding Penahan Paving L: 20 cm T: 20 cm1050.00Bh35,309.3537,074,817.504.25293.0010,345,639.55c.Pek. Urugan Sirtu di padatkan t : 10 cm68.10M3294,333.0020,044,077.302.30c.Pek. Urugan Sirtu di padatkan t : 10 cm94.50M3294,333.0027,814,468.503.1926.407,770,391.20e.Pek. Pemasangan Paving Block681.00M2136,262.0092,794,422.0010.63e.Pek. Pemasangan Paving Block945.00M2136,262.00128,767,590.0014.75264.0035,973,168.00g.Pek. Pengecatan Cansteen136.20M222,008.362,997,538.250.34Jumlah :142,909,801.5016.38Jumlah :194,135,046.0022.2454,222,782.75d.JL. Bantaran X, XI, XII, XIII P= 258,00 m' L= 2,00 m'd.JL. Bantaran IX, X, XI, XII, XIII P= 240,00 m' L= 2,00 m'a.Pek. Galian Tanah Untuk Cansteen15.48M325,300.00391,644.000.04a.Pek. Galian Tanah Untuk Cor Dinding Penahan Paving14.40M325,300.00364,320.000.041.0827,324.00b.Pek. Pasangan Cansteen + Spesi860.00Bh35,309.3530,366,041.003.48b.Pek. Beton Cor Untuk Dinding Penahan Paving L: 20 cm T: 20 cm799.20Bh35,309.3528,219,232.523.2360.802,146,808.48c.Pek. Urugan Sirtu di padatkan t : 10 cm51.60M3294,333.0015,187,582.801.74c.Pek. Urugan Sirtu di padatkan t : 10 cm48.00M3294,333.0014,127,984.001.623.601,059,598.80e.Pek. Pemasangan Paving Block516.00M2136,262.0070,311,192.008.06e.Pek. Pemasangan Paving Block480.00M2136,262.0065,405,760.007.4936.004,905,432.00g.Pek. Pengecatan Cansteen154.80M222,008.363,406,893.690.39Jumlah :119,663,353.4913.71Jumlah :108,117,296.5212.398,139,163.28III.PEKERJAAN SALURAN104,837,932.8012.01III.PEKERJAAN SALURAN184,398,825.0021.13a.Pek. Saluran Drainase Sep. = 324,00 M' type 50/40a.Pek. Saluran Drainase Sep. = 570,00 M' type 50/401. Pek. Galian Tanah210.60M325,300.005,328,180.000.611. Pek. Galian Tanah370.50M325,300.009,373,650.001.07159.904,045,470.002. Pek. Pasir Urug16.20M3216,166.003,501,889.200.402. Pek. Pasir Urug28.50M3216,166.006,160,731.000.7112.302,658,841.803. Pek. Lantai Saluran 1 Pc : 3 Ps :5 Kr32.40M3719,752.0023,319,964.802.673. Pek. Lantai Saluran 1 Pc : 3 Ps :5 Kr57.00M3719,752.0041,025,864.004.7024.6017,705,899.204. Pek. Batu Kali 1 Pc : 4 Ps64.80M3721,826.0046,774,324.805.364. Pek. Batu Kali 1 Pc : 4 Ps114.00M3721,826.0082,288,164.009.4349.2035,513,839.205. Pek. Plasteran 1 Pc : 2 Kr453.60M238,279.0017,363,354.401.995. Pek. Plasteran 1 Pc : 2 Kr797.00M238,279.0030,508,363.003.50343.4013,145,008.606. Pek. Pelat beton bertulang Sep. 20 M'2.70M33,166,748.008,550,219.600.986. Pek. Pelat beton bertulang Sep. 20 M'4.75M33,166,748.0015,042,053.001.722.056,491,833.40Jumlah :104,837,932.8012.01Jumlah :184,398,825.0021.1379,560,892.20a.Pek. Saluran Drainase Sep. = 1440,00 M' type 40/301. Pek. Galian Tanah940.00M325,300.0023,782,000.002.73940.0023,782,000.002. Pek. Pasir Urug72.00M3216,166.0015,563,952.001.7872.0015,563,952.003. Pek. Lantai Saluran 1 Pc : 3 Ps :5 Kr144.40M3719,752.00103,932,188.8011.91144.40103,932,188.804. Pek. Batu Kali 1 Pc : 4 Ps288.00M3721,826.00207,885,888.0023.82288.00207,885,888.005. Pek. Plasteran 1 Pc : 2 Kr2016.00M238,279.0077,170,464.008.842016.0077,170,464.006. Pek. Pelat beton bertulang Sep. 20 M'12.00M33,166,748.0038,000,976.004.3512.0038,000,976.00Jumlah :466,335,468.8053.43466,335,468.80IV.PEKERJAAN PENYELESAIAN0.0IV.PEKERJAAN PENYELESAIAN0.01. Pek. Pembersihan Akhir0.00.01. Pek. Pembersihan Akhir0.00.02. Pek. Laporan Harian / Mingguan /Bulanan0.00.02. Pek. Laporan Harian / Mingguan /Bulanan0.00.03. Pek. Photo Dokumentasi0.00.03. Pek. Photo Dokumentasi0.00.0Jumlah :0.0Jumlah :0.0100.00177.13REKAPITULASI :REKAPITULASI :I.PEKERJAAN PENDAHULUAN0.0I.PEKERJAAN PENDAHULUAN0.0TOTAL PENAMBAHAN BIAYA :691,113,644.68II.PEKERJAAN JALAN PAVING BLOCK DI KEL. BERNGAM767,889,350.86II.PEKERJAAN JALAN PAVING BLOCK DI KEL. BERNGAM895,116,530.578,139,163.28III.PEKERJAAN SALURAN104,837,932.80III.PEKERJAAN SALURAN650,734,293.80682,974,481.40IV.PEKERJAAN PENYELESAIAN0.0IV.PEKERJAAN PENYELESAIAN0.0TAMBAHAN BIAYA :90,000,000.00Jumlah :872,727,283.66Jumlah :1,545,850,824.37SISA KEKURANGAN :592,974,481.40PPn 10 % :87,272,728.37PPn 10 % :154,585,082.44Jumlah + PPn 10 % :960,000,012.02Jumlah + PPn 10 % :1,700,435,906.81Dibulatkan :960,000,000.00Dibulatkan :960,000,000.00( Terbilang : sembilan ratus enam puluh juta rupiah )( Terbilang : sembilan ratus enam puluh juta rupiah )872,727,283.66872,727,283.66872,727,283.66872,727,283.66872,727,283.66872,727,283.66872,727,283.66872,727,283.66872,727,283.66872,727,283.66872,727,283.66872,727,283.66872,727,283.66872,727,283.66872,727,283.66872,727,283.66872,727,283.66872,727,283.66872,727,283.66872,727,283.66872,727,283.66872,727,283.66872,727,283.66872,727,283.66872,727,283.66872,727,283.66872,727,283.66872,727,283.66872,727,283.66872,727,283.66872,727,283.66872,727,283.66872,727,283.66872,727,283.66872,727,283.66872,727,283.66872,727,283.66872,727,283.66872,727,283.66872,727,283.66872,727,283.66872,727,283.66872,727,283.66872,727,283.66872,727,283.66872,727,283.66872,727,283.66872,727,283.66</p> <p>PENAMBAHAN PEKERJAANNo.URAIAN PEKERJAANVOLUMESATHARGA SATUAN (Rp)JUMLAH HARGA (Rp)BOBOTIPEKERJAAN JALAN PAVING BLOCKa.JL. Andalan XIV P= 376,00 m' L= 3,00 m'a.Pek. Galian Tanah Untuk Cansteen22.56M325,300.00570,768.000.10b.Pek. Pasangan Cansteen + Spesi1253.00Bh35,309.3544,242,615.557.48c.Pek. Urugan Sirtu di padatkan t : 10 cm150.40M3294,333.0044,267,683.207.49d.Pek. Pemasangan Paving Block1504.00M2136,262.00204,938,048.0034.66f.Pek. Pengecatan Cansteen225.60M222,008.364,965,085.380.84Jumlah :298,984,200.1350.56b.JL. Antara Jln. Andalan Raya &amp; Andalan XIV P= 270,00 m' L= 2,50 m'0.00a.Pek. Galian Tanah Untuk Cansteen16.20M325,300.00409,860.000.07b.Pek. Pasangan Cansteen + Spesi900.00Bh35,309.3531,778,415.005.37c.Pek. Urugan Sirtu di padatkan t : 10 cm108.00M3294,333.0031,787,964.005.38e.Pek. Pemasangan Paving Block1080.00M2136,262.00147,162,960.0024.89g.Pek. Pengecatan Cansteen162.00M222,008.363,565,353.870.60Jumlah :214,704,552.8736.31II.PEKERJAAN SALURANa.Pek. Saluran Drainase Sep. = 240,00 M' type 40/301. Pek. Galian Tanah156.00M325,300.003,946,800.000.672. Pek. Pasir Urug12.00M3216,166.002,593,992.000.443. Pek. Lantai Saluran 1 Pc : 3 Ps :5 Kr24.00M3719,752.0017,274,048.002.924. Pek. Batu Kali 1 Pc : 4 Ps48.00M3721,826.0034,647,648.005.865. Pek. Plasteran 1 Pc : 2 Kr336.00M238,279.0012,861,744.002.176. Pek. Pelat beton bertulang Sep. 20 M'2.00M33,166,748.006,333,496.001.07Jumlah :77,657,728.0013.13Total Bobot :100.00REKAPITULASI :IPEKERJAAN JALAN PAVING BLOCK :513,688,753.00II.PEKERJAAN SALURAN :77,657,728.00Jumlah :591,346,481.00PPn 10 % :59,134,648.10Jumlah + PPn 10 % :650,481,129.10Dibulatkan :650,500,000.00( Terbilang : sembilan ratus enam puluh juta rupiah )591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00591,346,481.00</p>