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LAMPIRAN
Lampiran 1 Tabel Analisa Harga Satuan Pekerjaan
No. Nama Kegiatan Harga Satuan Total Biaya I Pekerjaan Persiapan
1.1 Mobilisasi Rp 179,252,860.96 Rp 179,252,860.96 1.2 Manajemen dan Keselamatan
Lalu Lintas Rp 53,141,000.00 Rp 53,141,000.00 1.2
Pengujian Oksigen Terlarut
(DO) Rp 100,000.00 Rp 300,000.00 1.3 Pengujian Vibrasi Lingkungan Rp 150,000.00 Rp 450,000.00 1.4 Pengujian Tingkat Getaran
Kendaraan Bermotor Rp 350,000.00 Rp 1,050,000.00 1.5 Pengujian Nox Rp 140,000.00 Rp 420,000.00 1.6
Pengujian Karbon dioksida
(CO2) Rp 140,000.00 Rp 420,000.00 1.7 Pengujian Total Partikulat(TSP)-
Debu Rp 165,000.00 Rp 495,000.00 Keselamatan dan Kesehatan
Kerja Rp 43,230,000.00 Rp 43,230,000.00 1.8
Pengeboran, Termasuk SPT dan
Laporan Rp 680,307.69 Rp 20,409,230.77 1.9 Sondir Termasuk Laporan Rp 495,916.67 Rp 14,877,500.00 Manajemen Mutu Rp 51,000,000.00 Rp 51,000,000.00 II Pekerjaan Drainase
2.1
Galian untuk Selokan Drainase
dan Saluran Air Rp 23,629.23 Rp 8,555,435.31 2.2 Saluran Berbentuk U tipe DS 4 Rp 826,959.00 Rp 148,852,620.00 III Pekerjaan Tanah dan Geosintetik
3.1 Galian Biasa Rp 25,315.77 Rp 7,933,202.84 3.2
Galian Perkerasan Beraspal
Tanpa Cold Milling Machine Rp 131,882.20 Rp 3,018,783.56 3.3 Galian Perkerasan Beton Rp 171,112.52 Rp 36,412,744.26 3.4 Timbunan Biasa dari Sumber
Galian Rp 84,964.48 Rp 8,214,365.93 IV Pekerjaan Perkerasan Berbutir Dan Perkerasan Beton Semen
4.1 Lapis Fondasi Kelas A Rp 564,447.32 Rp 9,527,870.76 V Pekerjaan Struktur
5.1 Beton Struktur, fc '35 Mpa Rp 2,151,746.40 Rp 711,582,534.48
5.2 Beton Struktur, fc '30 Mpa Rp 2,073,852.38 Rp 39,299,502.60
5.3 Beton Struktur, fc '20 Mpa Rp 1,885,993.46 Rp 45,263,843.04
5.4 Beton,fc '15 Mpa Rp 1,635,444.50 Rp 35,979,779.00
5.5 Beton,fc '10 Mpa Rp 1,290,692.86 Rp 17,721,212.97
Lanjutan Lampiran 1 Tabel Analisa Harga Satuan Pekerjaan
No. Nama Kegiatan Harga Satuan Total Biaya 5.6 Baja Tulangan Polos - BjTP 280 Rp 19,321.50 Rp 56,349,222.60 5.7 Baja Tulangan Strip - BjTS420B Rp 20,251.00 Rp1,039,448,795.77 5.8 Anyaman Kawat yang dilas
(Welded Wire Mesh) Rp 23,298.00 Rp 8,689,222.08 5.9
Fondasi Cerucuk, Penyediaan
dan Pemancangan Rp 79,467.14 Rp 112,843,338.80 5.10 Penyedian Tiang Pancang Baja
Diameter 300mm Tebal 9mm Rp 1,746,429.18 Rp1,501,929,094.80 5.11 Pemancangan Tiang Pancang
Baja Diameter 300 mm Rp 307,843.16 Rp 264,745,117.60 5.12
Bronjong dengan kawat yang
dilapisi Galvanis Rp 938,850.00 Rp 176,034,375.00 5.13 Sandaran (Railing) Rp 188,254.69 Rp 11,833,689.81 5.14 Pipa Drainase PVC Diameter
100mm Rp 86,670.83 Rp 7,254,348.47 VI Pekerjaan Harian dan Lain-lain
6.1 Marka Jalan Temoplastik Rp 199,893.10 Rp 5,756,921.28 6.2 Patok Pengarah Rp 166,789.91 Rp 6,338,016.58 Sumber : Dinas Pekerjaan Umum Provinsi Kalimantan
Timur
Lampiran 2 Time Schedule Rencana Asli
1234567891011121314151617181920212223IPekerjaan Persiapan1.1MobilisasiLS1.0056179,252,860.96IDR 3.76%0.47%0.47%0.47%0.47%0.47%0.47%0.47%0.47%1.2Manajemen dan Keselamatan Lalu LintasLS1.0016753,141,000.00IDR 1.12%0.05%0.05%0.05%0.05%0.05%0.05%0.05%0.05%0.05%0.05%0.05%0.05%0.05%0.05%0.05%0.05%0.05%0.05%0.05%0.05%0.05%0.05%0.09%1.3Pengujian Oksigen Terlarut (DO)Buah3.0021300,000.00IDR 0.01%0.00%0.00%0.00%1.4Pengujian Vibrasi Lingkungan Buah3.0021450,000.00IDR 0.01%0.00%0.00%0.00%1.5Pengujian Tingkat Getaran Kendaraan BermotorBuah3.00211,050,000.00IDR 0.02%0.01%0.01%0.01%1.6Pengujian NoxBuah3.0021420,000.00IDR 0.01%0.00%0.00%0.00%1.7Pengujian Karbon dioksida (CO2)Buah3.0021420,000.00IDR 0.01%0.00%0.00%0.00%1.8Pengujian Total Partikulat(TSP)-DebuBuah3.0021495,000.00IDR 0.01%0.00%0.00%0.00%1.9Keselamatan dan Kesehatan KerjaLS1.0015343,230,000.00IDR 0.91%0.04%0.04%0.04%0.04%0.04%0.04%0.04%0.04%0.04%0.04%0.04%0.04%0.04%0.04%0.04%0.04%0.04%0.04%0.04%0.04%0.04%0.04%1.10Pengeboran, Termasuk SPT dan LaporanM130.001420,409,230.77IDR 0.43%0.21%0.21%1.10Sondir Termasuk LaporanM130.001414,877,500.00IDR 0.31%0.16%0.16%1.12Manajemen MutuLS1.0016751,000,000.00IDR 1.07%0.04%0.04%0.04%0.04%0.04%0.04%0.04%0.04%0.04%0.04%0.04%0.04%0.04%0.04%0.04%0.04%0.04%0.04%0.04%0.04%0.04%0.04%0.09%IIPekerjaan Drainase2.1Galian untuk Selokan Drainase dan Saluran AirM3362.07568,555,435.31IDR 0.18%0.02%0.02%0.02%0.02%0.02%0.02%0.02%0.02%2.2Saluran Berbentuk U tipe DS 4M1180.0035148,852,620.00IDR 3.13%0.63%0.63%0.63%0.63%IIIPekerjaan Tanah dan Geosintetik3.1Galian BiasaM3313.37217,933,202.84IDR 0.17%0.06%0.06%0.06%3.2Galian Perkerasan Beraspal Tanpa Cold Milling MachineM322.89213,018,783.56IDR 0.06%0.02%0.02%0.02%3.3Galian Perkerasan BetonM3212.802136,412,744.26IDR 0.76%0.25%0.25%0.25%3.4Timbunan Biasa dari Sumber GalianM396.68358,214,365.93IDR 0.17%0.03%0.03%0.03%0.03%0.03%0.03%IVPekerjaan Perkerasan Berbutir Dan Perkerasan Beton Semen4.1Lapis Fondasi Kelas AM316.88269,905,545.39IDR 0.21%0.06%0.06%0.06%0.06%VPekerjaan Struktur5.1Beton Struktur, fc '35 MpaM3330.7052725,476,267.25IDR 15.24%2.05%2.05%2.05%2.05%2.05%2.05%2.05%0.83%5.2Beton Struktur, fc '30 MpaM318.954939,299,502.60IDR 0.83%0.12%0.12%0.12%0.12%0.12%0.12%0.12%0.12%0.12%0.12%5.3Beton Struktur, fc '20 MpaM324.007045,263,843.04IDR 0.95%0.10%0.10%0.10%0.10%0.10%0.10%0.10%0.10%0.10%0.10%0.10%0.10%5.4Beton,fc '15 MpaM322.005236,682,288.42IDR 0.77%0.10%0.10%0.10%0.10%0.10%0.10%0.10%0.04%5.5Beton,fc '10 MpaM313.735218,067,221.74IDR 0.38%0.05%0.05%0.05%0.05%0.05%0.05%0.05%0.02%0.02%5.6Baja Tulangan Polos - BjTP 280Kg2916.407056,349,222.60IDR 1.18%0.12%0.12%0.12%0.12%0.12%0.12%0.12%0.12%0.12%0.12%5.7Baja Tulangan Strip - BjTS 420BKg51328.27521,059,744,155.89IDR 22.26%3.00%3.00%3.00%3.00%3.00%3.00%3.00%1.61%5.8Anyaman Kawat yang dilas (Welded Wire Mesh)Kg372.96288,689,222.08IDR 0.18%0.05%0.05%0.05%0.05%5.9Fondasi Cerucuk, Penyediaan dan PemancanganM11420.0016120,255,879.55IDR 2.53%1.11%0.48%0.48%5.10Penyedian Tiang Pancang Baja Diameter 300mm Tebal 9mmM1860.00211,576,186,279.15IDR 33.11%11.04%11.04%11.04%5.11Pemancangan Tiang Pancang Baja Diameter 300 mmM1860.0021277,834,435.25IDR 5.84%1.95%1.95%1.95%5.12Bronjong dengan kawat yang dilapisi GalvanisM3187.5028176,034,375.00IDR 3.70%0.92%0.92%0.92%0.92%5.13Sandaran (Railing)M162.861411,833,689.81IDR 0.25%0.12%0.12%5.14Pipa Drainase PVC Diameter 100mmM183.70108,035,301.29IDR 0.17%0.12%0.12%VIPekerjaan Harian dan Lain-lain6.1Marka Jalan TemoplastikM228.80106,376,671.48IDR 0.13%0.09%0.09%6.2Patok PengarahBuah38.00107,020,323.47IDR 0.15%0.10%0.10%4,761,086,967.63IDR 100.00%523,719,566.44IDR PROGRES0.6%0.6%1.0%1.0%0.6%0.6%1.0%0.9%1.6%11.7%11.7%13.6%5.6%9.2%9.2%9.3%7.3%5.8%4.5%2.4%0.8%0.6%0.6%5,284,806,534.06IDR KUMULATIF0.6%1.2%2.2%3.2%3.8%4.4%5.3%6.3%7.8%19.5%31.2%44.7%50.3%59.5%68.7%78.0%85.3%91.1%95.6%98.0%98.8%99.4%100.0% Jumlah Harga Pekerjaan Pajak Pertambahan NilaiJumlah Total Harga Pekerjaan No.216543Nama Kegiatan WAKTU PELAKSANAAN 157 HARI KALENDERBOBOT %HARGA TOTALDURASIVolumeSatuan
