Sheet1Rincian Biaya Pekerjaan Persiapan, Sipil dan MetalPROYEK PLTM LAHATItemJenis PekerjaanVolumeSatuanHarga SatuanJumlahNo.1PEKERJAAN PERSIAPAN1.1Mobilisasi & Demobilisasi Peralatan1.00LS549,080,743.00549,080,743.001.2Access Road, bendung dan power house: (Galian tanah), L = 4.6 km1.00m323,107.0623,107.061.3Access Road, bendung dan power house: (Galian berbatu), L = 4.6 km1.00m350,564.6250,564.621.4Access Road, bendung dan power house: (Galian batu), L = 4.6 km1.00m3181,161.31181,161.311.5Perkerasan Access Road L= 1.5 kmMacadam0.0m299,382.490.0Lapisan Sirtu untuk perawatan0.0m243,875.810.01.5Bangunan fasilitas & sarana lainnya (200 m2)1.00Ls272,796,351.55267,223,910.661.6.1Bangunan1.00LS100,000,000.00100,000,000.001.6.2Fasilitas Kantor ( furniture, komp dll.)1.00LS29,175,000.0029,175,000.001.6.3Fasilitas Laboratorium1.00LS39,800,000.0039,800,000.001.6.4Fasilitas Komunikasi1.00LS17,500,000.0017,500,000.001.6.5Dokumentasi dan Laporan1.00LS13,000,000.0013,000,000.001.6.6Pembongkaran Fasilitas Kontraktor dll.1.00LS5,500,000.005,500,000.001.6.7Pengadaan Listrik dan Air Bersih1.00LS19,348,910.6619,348,910.66- Peralatan Pompa2.00Ins.unit13,200,000.0026,400,000.00- Instalasi2.00ls550,000.001,100,000.00- Drilling20.00m55,000.001,100,000.00- Konstruksi & material20.00m55,000.001,100,000.00- Sistem Pipa2.00ls1,100,000.002,200,000.001.6.8Pemasangan pagar sementara500.00m22,000.0011,000,000.001.6Pembebasan Lahan43.00ha0.00.0TOTAL 1816,559,486.642PEKERJAAN UTAMA2.1Sistem Pengelak / Coffering & dewatering1.00LS2,040,082,005.712,040,082,005.71TOTAL 2.12,040,082,005.712.2Pekerjaan Bendung, Intake & Saluran Transisi (L = 180.5 m)2.2.1Pembersihan lahan / tebas tebang&cabut tunggul13,200.00m21,329.8517,554,074.062.2.2Galian tanah / Excavation,common soil25,558.14m323,107.06590,573,583.172.2.3Galian berbatu / Excavation,weathered rock4,720.81m350,564.62238,705,943.672.2.4Galian batu / Excavation,rock30.31m3181,161.315,490,999.222.2.5Urugan kembali / Backfill selected random material5,393.18m3109,936.93592,909,641.022.2.6Timbunan tanah dipadatkan/Embankment5,892.58m3107,034.95630,711,998.442.2.7Pengupasan tanah/Stripping3,733.18m212,831.9447,903,952.162.2.8Timbunan batu/rock fill2,147.28m3161,561.21346,917,161.712.2.9Pasangan batu kali / Stone Masonry (1Pc : 4Sand )2,991.69m3558,082.931,669,611,124.142.2.10Beton / Concrete, fck=22 Mpa =K225 incl. formwork6,378.98m31,071,639.636,835,967,764.522.2.11Beton cyclope ( 60% batu kali, 40% mortar ) tubuh bendung3,620.55m3405,862.701,469,446,194.972.2.12Beton / Concrete, fck=10 Mpa =K100180.10m3718,825.17129,460,413.782.2.13Baja tulangan / Reinforcement (deform bar )649.68ton13,353,548.738,675,514,707.152.2.14Waterstop, PVC type D, W:320 mm647.18m330,976.80214,201,565.422.2.15Bronjong / Gabion4,288.83m3370,113.521,587,354,394.872.2.16Gebalan rumput / Sodding / Sod Facing2,187.91m223,889.5852,268,247.272.2.17Pipa drainase / Drain Hole, dia.2", L = 1.00 m222.00nos76,150.8816,905,494.462.2.18Handrail ( 2 x dia.2", H:0,90m )441.78m271,599.31119,987,141.532.2.19Joint Filler & Sealent1,553.47m60,012.2493,227,213.902.2.20Rumah jaga bendung (L = 25 m2)1.00ls75,000,000.0075,000,000.00TOTAL 2.223,409,711,615.462.3Kantong Lumpur/Sandtrap2.3.1Pembersihan lahan / tebas tebang&cabut tunggul3,400.00m21,329.854,521,503.922.3.2Galian tanah / Excavation,common soil5,047.10m323,107.06116,623,756.882.3.3Galian berbatu / Excavation,weathered rock286.29m350,564.6214,476,204.522.3.5Beton / Concrete, fck=22 Mpa =K225 incl. formwork886.97m31,164,250.721,032,653,790.802.3.6Beton / Concrete, fck=10 Mpa =K10059.24m3718,825.1742,583,731.632.3.7Baja tulangan / Reinforcement (deform bar )134.41ton13,353,548.731,794,805,455.162.3.8Urugan kembali / Backfill selected ramdom material781.54m3107,034.9583,651,566.722.3.9Timbunan tanah dipadatkan/Embankment1,573.32m3107,034.95168,399,692.572.3.10Pengupasan tanah/Stripping520.85m212,831.946,683,501.232.3.11Waterstop,PVC type D, W:320 mm237.01m330,976.8078,445,936.692.3.12Joint Filler & Sealent1,301.58m60,012.2478,110,880.47TOTAL 2.33,420,956,020.582.4SALURAN PENGHANTAR/ WATERWAY2.4.1Saluran Pembawa, L = 3,472 m2.4.1.1Pembersihan lahan / tebas tebang&cabut tunggul1.00m21,329.851,329.852.4.1.2Galian tanah / Excavation,common soil42,946.05m323,107.06992,357,113.662.4.1.3Galian berbatu / Excavation,weathered rock44,766.25m350,564.622,263,588,381.402.4.1.4Galian batu / Excavation,rock21,590.35m3181,161.313,911,336,205.832.4.1.5Urugan kembali / Backfill selected ramdom material384.23m3109,936.9342,241,447.302.4.1.6Timbunan tanah dipadatkan/Embankment4,709.26m3107,034.95504,055,001.482.4.1.7Pengupasan tanah/Stripping7,403.40m312,831.9495,000,021.242.4.1.8Beton / Concrete, fck=22 Mpa =K225 incl. formwork180.55m31,322,763.22238,824,898.742.4.1.9Beton / Concrete, fck=10 Mpa =K10011.55m3718,825.178,302,430.762.4.1.10Baja tulangan / Reinforcement (deform bar )31.01ton13,353,548.73414,141,557.852.4.1.11Pasangan batu kali / Stone Masonry (1Pc : 4Sand )15,171.93m3558,082.938,467,193,067.212.4.1.12Pekerjaan Plastering (1Pc : 3Sand)5,167.62m268,769.17355,372,811.752.4.1.13Waterstop,PVC type D, W:320 mm42.00m330,976.8013,901,025.602.4.1.14Pekerjaan Plastering (1Pc : 3Sand)$75,127m2$68,7695,166,436,795.02TOTAL 2.4.122,472,752,087.692.4.2Bangunan Drainase/ Cross Drain (10 buah)2.4.1Galian tanah / Excavation,common soil1,335.01m323,107.0630,848,219.152.4.2Galian berbatu / Excavation,weathered rock628.61m350,564.6231,785,241.072.4.3Galian batu / Excavation,rock672.20m3181,161.31121,776,340.712.4.4Gebalan rumput / Sodding / Sod Facing256.22m223,889.586,120,987.752.4.5Urugan kembali / Backfill selected ramdom material1,673.17m3109,936.93183,942,721.182.4.6Pipa Beton Bertulang dia. 100 cm, t min = 12 cm244.68m917,209.90224,422,917.452.4.7Beton / Concrete, fck=22 Mpa =K225 incl. formwork48.69m31,159,188.2256,435,194.242.4.8Pasangan batu kali / Stone Masonry (1Pc : 4Sand )351.20m3558,082.93195,997,057.852.4.9Pekerjaan siaran / Pointing / Siaran (1Pc : 2Sand)328.47m225,857.028,493,204.202.4.10Pekerjaan Plastering (1Pc : 3Sand)182.57m268,769.1712,554,955.612.4.11Pipa drainase / Drain Hole, dia.2", L = 1.00 m100.00nos76,150.887,615,087.59TOTAL 2.4.2879,991,926.82TOTAL 2.423,352,744,014.512.5Bak Penenang / Head Pond & Emergency spillway2.5.1Pembersihan lahan / tebas tebang&cabut tunggul1,899.00m21,329.852,525,392.932.5.2Galian tanah / Excavation,common soil7,872.51m323,107.06181,910,515.192.5.3Galian berbatu / Excavation,weathered rock3,037.18m350,564.62153,574,006.372.5.4Galian batu / Excavation,rock1,167.68m3181,161.31211,538,125.182.5.5Urugan kembali / Backfill selected ramdom material1,916.31m3109,936.93210,673,096.522.5.6Timbunan tanah dipadatkan/Embankment380.36m3107,034.9540,711,851.112.5.7Pengupasan tanah/Stripping154.60m212,831.941,983,872.442.5.8Beton / Concrete, fck=22 Mpa =K225 incl. formwork2,131.51m31,159,188.222,470,820,204.252.5.9Beton / Concrete, fck=10 Mpa =K100103.77m3718,825.1774,594,218.482.5.10Baja tulangan / Reinforcement (deform bar )297.92ton13,353,548.733,978,280,372.892.5.11Waterstop,PVC type D, W:320 mm507.98m330,976.80168,128,270.962.5.12Pekerjaan Plastering (1Pc : 3Sand)1,495.70m268,769.17102,858,357.142.5.13Joint Filler & Sealent471.03m60,012.2428,267,325.182.5.14Handrail (2 x dia.2", H:0,90m)222.94m271,599.3160,550,349.34TOTAL 2.57,686,415,957.982.6Inspection Road & side ditch, L = 4,700 m2.6.1Pekerjaan Surface Coarse / Lapen, t = 5 cm18,800.00m241,078.32772,272,472.852.6.2Pek. Base Coarse, Agregat Class "B" t = 20 cm incl batu kancing,termasuk jln inspeksi B = 2.5 m3,760.00m3353,893.981,330,641,371.742.6.3Side ditch, concrete lining U type, (40 x 40 cm)5,200.00m430,701.022,239,645,278.152.6.4Patok "Hekto, dia15cm, H = 1,00 m"95.00nos328,562.0331,213,392.64TOTAL 2.64,373,772,515.392.7Civil Work / Saddle support, anchor block for Penstock2.7.1Pembersihan lahan / tebas tebang & cabut tunggul4,038.00m21,329.855,369,950.842.7.2Galian tanah / Excavation,common soil19,625.29m323,107.06453,482,844.292.7.3Galian berbatu / Excavation,weathered rock5,256.85m350,564.62265,810,725.192.7.4Galian batu / Excavation,rock3,754.55m3181,161.31680,179,365.472.7.5Urugan kembali / Backfill selected ramdom material2,516.72m3109,936.93276,680,168.142.7.6Beton / Concrete, fck=22 Mpa =K225 incl. formwork1,140.72m31,159,188.221,322,304,215.972.7;7Beton / Concrete, fck=10 Mpa =K100354.42m3718,825.17254,764,803.242.7.8Baja tulangan / Reinforcement (deform bar )97.07ton13,353,548.731,296,288,893.68TOTAL 2.74,554,880,966.802.8Gedung Pembangkit / Power House dan Tailrace2.8.1Earth Works2.8.1.1Pembersihan lahan / tebas tebang & cabut tunggul26,199.00m21,329.8534,840,847.442.8.1.2Galian tanah / Excavation,common soil27,585.56m323,107.06637,421,244.782.8.1.3Galian berbatu / Excavation,weathered rock9,065.87m350,564.62458,412,364.492.8.1.4Galian batu / Excavation,rock6,314.31m3181,161.311,143,909,029.702.8.1.5Urugan kembali / Backfill selected ramdom material859.38m3109,936.9394,477,674.112.8.1.6Pekerjaan Plastering (1Pc : 3Sand)904.50m268,769.1762,201,710.17TOTAL 2.8.12,431,262,870.692.8.2Foundation Work incl Tail Race2.8.2.1Beton / Concrete, fck=22 Mpa =K2251,185.01m31,159,188.221,373,650,764.432.8.2.2Baja tulangan / Reinforcement (deform bar )122.75ton13,353,548.731,639,083,602.992.8.2.3Beton / Concrete, fck=10 Mpa =K10065.51m3718,825.1747,089,299.062.8.2.4Pasangan Batu Pengaman Powerhouse1,372.80m3558,082.93766,136,247.812.8.2.5Pekerjaan Plastering (1Pc : 3Sand)234.44m268,769.1716,122,380.692.8.2.7Waterstop,PVC type138.92m'330,976.8045,978,803.242.8.2.8Pek. Batu kosong / rip-rap (dia. Min 0,50 m)135.00m3161,561.2121,810,763.77TOTAL 2.8.23,909,871,862.002.8.3Covering & Dewatering untuk Galian Pondasi Power House1.00ls589,838,564.13589,838,564.132.8.4Bangunan Gedung / Building Structure for Power HouseAPekerjaan AtapRangka Baja incl. Gording9.07ton16,500,000.00149,720,849.60Atap seng Multiroof, t = 0,40 mm1,038.02m2192,500.00199,818,338.07BTembok DindingPas Batu bata912.62m2137,500.00125,485,593.75Plesteran & Acian dll1,825.25m255,000.00100,388,475.00Kaca tebal = 5 mm (tempered)53.76m2880,000.0047,308,800.00Pagar pengaman kawat harmonika30.75m2650,507.2520,003,098.08Pasangan batu dinding " batu palimanan/batu candi"139.80m2275,000.0038,445,000.00CPekerjaan LantaiLantai Keramik 40 x 40 cm228.82m2165,000.0037,754,970.00Lantai Keramik 40 x 40 cm (anti licin)360.00m2165,000.0059,400,000.00Lantai Keramik 20 x 20 cm3.91m2165,000.00645,150.00DPekerjaan Pintu dan Jendela AluminiumKusen Pintu ( 0,80 x 2,10 ) incl. daun pintu5.00buah5,500,000.0027,500,000.00Kusen Jendela ( 1,40 x 1,80 ) incl. daun jendela9.00buah2,860,000.0025,740,000.00Pintu besi Harmonika ( 7,00 x 4,50 m)31.50m2550,000.0017,325,000.00EPekerjaan PlumbingKloset Jongkok1.00buah440,000.00440,000.00Urinoir1.00buah1,925,000.001,925,000.00Instalasi pipa air bersih, PVC dia. 1"30.00m23,100.00693,000.00Instalasi pipa air kotor, PVC dia.4"30.00m141,350.004,240,500.00Pompa air1.00set4,950,000.004,950,000.00Tandon Air 1 m31.00unit3,850,000.003,850,000.00Septic Tank ( 1 x 2 x 1,5m ) & peresapan1.00unit5,500,000.005,500,000.00FPekerjaan ListrikTitik Lampu50.00titik596,200.0029,810,000.00Penangkal Petir & grounding1.00Ls38,500,000.0038,500,000.00GPekerjaan lain-lainPerkerasan/Pavment halaman Power House & sekitarnya1.00Ls151,746,723.26151,746,723.26Cat dinding tembok912.62m216,500.0015,058,271.25Pagar pengaman (wire fence,H:3.00 m)235.60m450,007.03106,021,657.04Lampu penerangan1.00Ls93,500,000.0093,500,000.00TOTAL 2.8.41,305,770,426.052.8.5Rumah Jaga (3 x 3 m)1.00Ls29,700,000.0029,700,000.002.8.6Rumah Genset (2.5 x 3 m)1.00Ls24,750,000.0024,750,000.00TOTAL 2.88,291,193,722.872.9Metal Work Gates( desain, pabrikasi installation dan pintu dioperasikan manual dan motor listrik)2.9.1Flushing gate for Main Dam, B = 2.00 m x H= 4.0 m2.00set179,378,100.00358,756,200.002.9.2Trash-rack Intake, B=2.25 x H=3.50 m2.00set91,632,200.00183,264,400.002.9.3Intake Gates, B= 2.25 x H= 2.6 m2.00set139,214,900.00278,429,800.002.9.4Intake on Sandtrap u/s, B= 2.0 x H= 2.45 m2.00set128,803,400.00257,606,800.002.9.5Intake on Sandtrap d/s, B= 2.10 x H= 2.65 m2.00set122,015,300.00244,030,600.002.9.6Pintu Intake Penstock, B=2.40 x H=2.80 m1.00set150,271,000.00150,271,000.002.9.7Trash-rack Head Pond, B= 2.40 m x H= 9.0 m2.00set226,552,700.00453,105,400.002.9.8Sandtrap Flushing valve dia 0.35 m125.00m884,576.00110,572,000.002.9.9Head Pond Flushing gate1.00set110,572,000.00110,572,000.002.9.10Stoplog Head Pond, B=2.40 m x H=9.0 m1.00set278,811,500.00278,811,500.002.9.11Hydraulic Butterfly Valve Type DN, dia 1.00 m2.00set178,750,000.00357,500,000.002.9.12Stoplog Tailrace, B=5.95 x H=1.00 m2.00set128,669,200.00257,338,400.002.9.13Kelistrikan untuk pintu1.00Ls398,750,000.00398,750,000.00TOTAL 2.93,439,008,100.002.10Metal Work ( Penstock Mechanical works )(Design by pabrikan, Pabrication, Furnishing & installation)2.10.1Penstock Pipe dia 2.40 m, t= 14 mm216.00m'17,491,719.303,778,211,368.802.10.2Penstock Pipe dia 1.40 m, t= 16 mm50.00m'11,661,146.20583,057,310.002.10.3Penstock Pipe dia 1.00 m, t= 16 mm28.50m'8,329,390.30237,387,623.552.10.4Bifurcation Pipe dia 2.40 m - 2@1.75 m, t = 16 mm1.00bh104,950,314.70104,950,314.702.10.5Reducer Pipe dia 1.25 m - 1.00 m, t= 16 mm3.00bh0.00.0Reducer Pipe dia 2.40 m - 1.40 m, t= 16 mm3.00bh53,974,448.00161,923,344.00Reducer Pipe dia 1.40 m - 1.00 m, t= 16 mm3.00bh20,990,062.5062,970,187.502.10.6Ring Girder, Bearing shoes & steel supporting plate, t= 20 mm15.00set10,411,737.60156,176,064.002.10.7Expansion Joint Penstock, dia 2.40 m3.00bh62,167,875.00186,503,625.002.10.8Manhole Penstock, dia 0,80 m6.00bh27,500,000.00165,000,000.002.10.9Steel pipe for Headpond flushing dia. 40 cm2.10m'8,250,000.0017,325,000.002.10.10Dismantling joint, dia inner 2.40 mm1.00set0.00.02.10.11Dismantling joint, dia inner 1.75 mm1.00set0.00.0Dismantling joint, dia inner 2.40 mm3.00set41,445,250.00124,335,750.00Dismantling joint, dia inner 1.40 mm3.00set21,414,800.0064,244,400.00Dismantling joint, dia inner 1.00 mm3.00set9,336,250.0028,008,750.002.10.12Painting Epoxy Corrosive protection2,220.53m2165,000.00366,387,450.002.10.13Air vent pipe for Headpond dia. 40 cm8.00m'3,644,108.6029,152,868.802.10.14Overhead traveling crane, capacity 15 ton1.00Ls385,000,000.00385,000,000.00TOTAL 2.106,450,634,056.35TOTAL87,835,958,462.29PAJAK PERTAMBAHAN NILAI 10 %8,783,595,846.23TOTAL HARGA96,619,554,308.51TOTAL HARGA ( PEMBULATAN )96,619,554,000.00

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