Back Up Bangunan IPAL-1.xlsx

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C9. Rmh Genset HasyimRUMAH GENSETVol. AwalIPEKERJAAN PONDASII.aPondasi Bangunan1Galian Rumah Genset42.19m2Urugan pasir bawah pondasi2.19m3Pasangan batu kosong12.50m4Pasangan batu pondasi10.94m5Urugan tanah10.55mI.bPondasi Genset1Galian Pondasi26.00m2Urugan pasir bawah pondasi1.30m3Lantai Kerja11.00m4Pondasi Cor Beton Bertulang 1:2:313.00m5Lapisan Ijuk2.60mIIPEKERJAAN BETON1Sloof beton Bertulang 1:2:31.88m2Kolom beton bertulang 1:2:32.06m3Balok beton bertulang 1:2:31.88m4Pondasi beton bertulang 1:3:53.30m5Pekerjaan Atap Beton 1:3:511.00m3IIIPEKERJAAN PASANGAN DAN PLESTERAN1Pasangan batu bata 1: 4187.50m2Plesteran 1: 4, tebal 15 mm375.00mIVPEKERJAAN KUSEN DAN PINTU1Kusen pintu, jendela dan bouven lich0.16m2Daun pintu panil6.68m3Ventilasi genset8.00mVPEKERJAAN CAT1Pekerjaan cat tembok375.00mVIIPEKERJAAN KUNCI1Engsel Pintu6.00bh2Kunci Pintu3.00bhVIIIPEKERJAAN SALURAN AIR HUJAN16.50mIXPEKERJAAN FINISHING1.00Ls

ANL-CANALISA HARGA SATUANPEMBANGUNAN TERMINAL CONTAINER CT-3 ( LANJUTAN )PROVINSI:ACEHKABUPATEN/KOTA:SABANGTAHUN ANGGARAN:2014PAKET PEKERJAAN:IPA 1 X 10 LPSLOKASI:PELABUHAN CT-3, KECAMATAN SUKAKARYA, SABANGNO. PEMBAYARAN:C.A.1

HARGAJUMLAHNo.URAIAN PEKERJAANVOLUMEANALISASATUANHARGA(Rp.)(Rp.)

1Paket IPA dengan sistem self washing (Tanpa1.00UnitDitaksir2,000,000,000.002,000,000,000.00backwash pump) lengkap dengan accesoriesnya2Installasi/erection paket IPA1.00LsDitaksir30,000,000.0030,000,000.003Transportasi/Pengiriman Jakarta - lokasi1.00LsDitaksir125,000,000.00125,000,000.00

II.PEKERJAAN SIPIL DAN PENDUKUNG1Pondasi paket IPA1.00LsDitaksir70,000,000.0070,000,000.002Asbuilt Drawing1.00LsDitaksir2,500,000.002,500,000.00

JUMLAH2,227,500,000.002,254,500,000

ANALISA HARGA SATUAN

PROVINSI:ACEHKABUPATEN/KOTA:SABANGTAHUN ANGGARAN:2014PAKET PEKERJAAN:RESERVOIR 200 M3LOKASI:PELABUHAN CT-3, KECAMATAN SUKAKARYA, SABANGNO. PEMBAYARAN:C.A.2

HARGAJUMLAHNo.URAIAN PEKERJAANVOLUMEANALISASATUANHARGA(Rp.)(Rp.)

I.PEKERJAAN PERSIAPANPengukuran 121.00M2A.16,310.00763,510.00II.PEKERJAAN TANAHGalian tanah293.11M3A.454,600.0016,003,806.00Pasangan Batu Kosong 0.0M3C.1261,820.000.0Urugan Sirtu, t = 5 cm5.41M3B.3295,709.301,599,787.31Urugan tanah8.08M3B.149,999.53403,996.23III.PEKERJAAN BETONMutuCA.2CA.3CA.8CA.9CA.10CA.11CA.12CB.1CC.1CD.1TOTALLantai kerja beton 1:3:6, t=5 cm5.20M3H.31,526,273.557,936,622.44K-30000.0Plat beton bertulang 1:2:3, t=20 cm7.04M3Supl.35,278,573.2037,161,155.30K-2250.0Kolom beton bertulang 1:2:33.40M3Supl.35,278,573.2017,947,148.86K-17500.0Dinding beton bertulang 1:2:3, t=1516.85M3Supl.35,278,573.2088,943,958.34K-1250.0Balok beton bertulang 1:2:314.00M3Supl.35,278,573.2073,900,024.74Plat tutup beton bertulang 1:2:3, t=155.28M3Supl.35,278,573.2027,870,866.47TOTAL0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0IV.PEKERJAAN PASANGAN DAN PLESTERANTotal Berat (dgn. BJ 2,2 T/M3 & Loss Factor = 1,05)1.052.40.0Pasangan batu bata 1: 484.60M2C.3159,962.2813,532,808.47Plesteran 1: 4, tebal 15 mm169.20M2D.123,285.503,939,906.60Water proofing200.00M2Ditaksir80,000.0016,000,000.00V.PEKERJAAN PENUTUP MANHOLE & KUNCIPenutup manhole4.00BhDitaksir750,000.003,000,000.00Engsel dan gembok4.00BhDitaksir20,000.0080,000.00Tangga Galvanis 1.00BhDitaksir175,000.00175,000.00VI.PEKERJAAN PIPA DAN ACCESSORIES1PIPA INLETPengadaan & pemasangan pipa GIP 200 mm20.00M'VII.B.07+Pb2.71,020,954.9320,419,098.70850,000.00170,954.93Pengadaan & pemasangan bend CI 90o 200 mm8.00BhVII.B.25+Pa2.4577,544.004,620,352.00550,000.0027,544.002PIPA OUTLETPengadaan & pemasangan pipa GIP 200 mm25.00M'VII.B.07+Pb2.71,020,954.9325,523,873.37850,000.00170,954.93Pengadaan & pemasangan gate valve CI 200 mm1.00BhVII.B.25+Pa2.4577,544.00577,544.00550,000.0027,544.00Pengadaan & pemasangan flange GIP 200 mm2.00BhVII.B.97+Pa4.5600,633.801,201,267.60195,000.00405,633.803PIPA OVERPLOWPengadaan & pemasangan pipa GIP 200 mm6.00M'VII.B.07+Pb2.71,020,954.936,125,729.61850,000.00170,954.93Pengadaan & pemasangan bend CI 90o 200 mm4.00BhVII.B.25+Pa2.4577,544.002,310,176.00550,000.0027,544.004PIPA PENGURASPengadaan & pemasangan pipa GIP 150 mm6.00M'VII.B.06+Pb2.6500,000.003,000,000.00500,000.00Pengadaan & pemasangan gate valve CI 150 mm1.00BhVII.C.14+Pa3.31,839,295.001,839,295.001,800,000.0039,295.00Pengadaan & pemasangan flange GIP 150 mm2.00BhVII.B.96+Pa4.4152,000.00304,000.00152,000.005PIPA OVERPLOWPengadaan & pemasangan pipa GIP 200 mm12.00M'VII.B.07+Pb2.71,020,954.9312,251,459.22850,000.00170,954.93Pengadaan & pemasangan bend CI 90o 200 mm1.00BhVII.B.25+Pa2.4577,544.00577,544.00550,000.0027,544.006PIPA VENTILASIPengadaan & pemasangan pipa GIP 50 mm2.00M'VII.B.03+Pb2.380,000.00160,000.0080,000.00Pengadaan & pemasangan tee GIP 50-50-50 mm2.00BhVII.B.47+Pa2.2210,000.00420,000.00210,000.00

JUMLAH388,588,930.24389,375,195

ANALISA HARGA SATUAN

PROVINSI:ACEHKABUPATEN/KOTA:SABANGTAHUN ANGGARAN:2014PAKET PEKERJAAN:TANGKI BBM 5000 LITERLOKASI:PELABUHAN CT-3, KECAMATAN SUKAKARYA, SABANGNO. PEMBAYARAN:C.A.3

HARGAJUMLAHNo.URAIAN PEKERJAANVOLUMEANALISASATUANHARGA(Rp.)(Rp.)

1Pengadaan tangki BBM 5000 lt1.00UnitDitaksir25,000,000.0025,000,000.002Pekerjaan pondasiaGalian pondasi5.68M3A.454,600.00310,128.00bUrugan pasir bawah pondasi1.46M3B.3295,709.30431,735.58cPondasi beton 1 : 3 : 54.34M3Supl.61,526,273.556,624,027.19Dipakai ANL. Pb.2.7dUrugan tanah1.42M3B.149,999.5370,999.34eBesi plat 10 mm untuk dasar dudukan tangki 0.04M2Ditaksir415,000.0016,600.00fPengadaan besi plat 8 mm unt. penyangga tangki2.60M2Ditaksir225,000.00585,000.00gPemasangan penyangga tangki6.44M'I.2287,128.821,849,109.62hMur dan baut anchor1.00LsDitaksir500,000.00500,000.00iPengadaan Pipa GIP 40 mm utk tangga9.42M'VII.B.0380,000.00753,600.00jPemasangan Pipa GIP 40 mm utk tangga9.42M'Pb2.2170,954.931,610,395.49Dipakai ANL. Pb.2.73Pipa BBMaPengadaan pipa GIP 25 mm dan assessories12.00M2Ditaksir90,000.001,080,000.00bPemasangan pipa GIP 25 mm dan assessories12.00M'Pb2.1170,954.932,051,459.22Dipakai ANL. Pb.2.74Pompa tangan BBM 32 mm1.00BhDitaksir750,000.00750,000.00

JUMLAH41,633,054.4256,730,597

ANALISA HARGA SATUAN

PROVINSI:ACEHKABUPATEN/KOTA:SABANGTAHUN ANGGARAN:2014PAKET PEKERJAAN:PERPIPAAN RESERVOARLOKASI:PELABUHAN CT-3, KECAMATAN SUKAKARYA, SABANGNO. PEMBAYARAN:C.A.4

ANALISAHARGAJUMLAHNo.URAIAN PEKERJAANVOLUMEPenga+PemaSATUANHARGAdaansangan(Rp.)(Rp.)

1Pipa GIP 200 mm 40.00M'VII.B.07+Pb2.71,020,954.9340,838,197.39850,000.00170,954.932Pipa GIP 250 mm 30.00M'VII.B.08+Pb2.81,626,064.5948,781,937.631,425,000.00201,064.593Gate valve CI 250 mm1.00BhVII.C.16+Pa3.44,755,013.004,755,013.004,700,000.0055,013.004Flange 250 mm2.00BhVII.B.98+Pa4.6715,792.251,431,584.50220,000.00495,792.255Bend CI 90 250 mm3.00BhVII.B.27+Pa2.41,002,544.003,007,632.00975,000.0027,544.00

JUMLAH98,814,364.5298,886,305

ANALISA HARGA SATUAN

PROVINSI:ACEHKABUPATEN/KOTA:SABANGTAHUN ANGGARAN:2014PAKET PEKERJAAN:WATER METER INDUKLOKASI:PELABUHAN CT-3, KECAMATAN SUKAKARYA, SABANGNO. PEMBAYARAN:C.A.5

ANALISAHARGAJUMLAHNo.URAIAN PEKERJAANVOLUMEPema-+Penga-SATUANHARGAsangandaan(Rp.)(Rp.)

I.WATER METER INDUK DAN ACCESSORIES1Flange 250 mm1.00BhPa4.6+VII.B.98715,792.25715,792.25495,792.25220,000.002Flange socket HDPE 250 mm1.00BhPb2.7+VII.A.991,620,954.931,620,954.93170,954.931,450,000.003Gate valve CI 250 mm1.00BhPa3.4+VII.C.164,755,013.004,755,013.0055,013.004,700,000.004Meter Air 200 mm1.00BhPa3.4+VII.C.2424,305,013.0024,305,013.0055,013.0024,250,000.005Perangkat mur, baut & ring flange 250 mm3.00SetVII.C.37180,000.00540,000.006Reduser GIP 200-250 mm2.00BhPa2.4+VII.B.85862,544.001,725,088.0027,544.00835,000.00

II.WATER METER BOX1Water Meter Box1.00BhDitaksir3,850,000.003,850,000.002Tangga Tempel1.00LsDitaksir250,000.00250,000.00

JUMLAH37,761,861.1938,134,080

ANALISA HARGA SATUAN

PROVINSI:ACEHKABUPATEN/KOTA:SABANGTAHUN ANGGARAN:2014PAKET PEKERJAAN:PENGADAAN ALAT LABORATORIUMLOKASI:PELABUHAN CT-3, KECAMATAN SUKAKARYA, SABANGNO. PEMBAYARAN:C.A.6

HARGAJUMLAHNo.URAIAN PEKERJAANVOLUMEANALISASATUANHARGA(Rp.)(Rp.)

1Jar Test 1.00BhDitaksir12,950,000.0012,950,000.002Beaker 100 ml4.00BhDitaksir20,000.0080,000.003pH meter 1.00BhDitaksir5,250,000.005,250,000.004Residual Chlorina Analyzer1.00BhDitaksir625,000.00625,000.005Helige Turbidity meter1.00BhDitaksir11,850,000.0011,850,000.006Casing/Lemari peralatan1.00BhDitaksir4,250,000.004,250,000.007Tangki Bahan Kimia3.00BhDitaksir2,250,000.006,750,000.008Mixer di Tangki Bahan Kimia3.00BhDitaksir6,250,000.0018,750,000.009Peralatan bantu laboratorium1.00BhDitaksir1,000,000.001,000,000.0010Alat test Fe1.00BhDitaksir2,300,000.002,300,000.0011Stop watch1.00BhDitaksir325,000.00325,000.00

JUMLAH64,130,000.0065,543,000

ANALISA HARGA SATUAN

PROVINSI:ACEHKABUPATEN/KOTA:SABANGTAHUN ANGGARAN:2014PAKET PEKERJAAN:BANGUNAN OPERASIONALLOKASI:PELABUHAN CT-3, KECAMATAN SUKAKARYA, SABANGNO. PEMBAYARAN:C.A.8

HARGAJUMLAHNo.URAIAN PEKERJAANVOLUMEANALISASATUANHARGA(Rp.)(Rp.)

I.PEKERJAAN PERSIAPAN1Pengukuran 79.20M2A.16,310.00499,752.002Pemasangan bouwplank44.00M'A.347,824.002,104,256.00II.PEKERJAAN PONDASI1Galian bangunan operasional60.85M3A.454,600.003,322,410.002Urugan pasir bawah pondasi22.69M3B.3295,709.306,709,644.003Pasangan batu kosong4.88M3C.1261,820.001,277,681.604Pasangan batu pondasi20.74M3C.2656,499.0013,615,789.265Urugan tanah35.46M3B.149,999.531,772,983.44III.PEKERJAAN BETON1Sloof beton 1:2:31.83M3Supl.35,278,573.209,659,788.952Kolom beton 1:2:30.43M3Supl.35,278,573.202,269,786.473Ringbalk beton 1:2:31.37M3Supl.35,278,573.207,231,645.284Balok Atap 1:2:30.38M3Supl.35,278,573.202,005,857.81IV.PEKERJAAN PASANGAN DAN PLESTERAN1Pasangan batu bata 1: 472.87M2C.3159,962.2811,656,450.982Plesteran 1: 4, tebal 15 mm145.74M2D.123,285.503,393,628.773Lantai beton cor 1:3:6, tebal 15 cm1.20M3H.31,526,273.551,831,528.25V.PEKERJAAN KUSEN DAN PINTU1Kusen pintu, jendela dan bouven lich1.28M3K.18,008,440.0010,250,803.202Daun pintu panil17.18M2K.3472,520.008,117,893.603Jalusi kawat harmonika1.62M2K.748,770.0079,007.404Kaca bouven lich0.72M2K.6324,090.00233,344.805Daun jendela & kaca6.51M2K.6324,090.002,109,825.906Ven1.00M2K.3472,520.00472,520.00VI.PEKERJAAN ATAP DAN PLAFOND1Pekerjaan kuda - kuda 0.98M3J.17,056,600.006,915,468.002Pasangan atap seng gelombang86.40M2L.176,254.006,588,345.603Rabung seng BJLS 30 8" 15.00M'L.1a40,654.00609,810.004Plafond multiplek dan rangka72.00M2L.4284,478.0020,482,416.005Pekerjaan lisplank 46.82M2J.686,125.004,032,372.506Baut1.00LsDitaksir750,000.00750,000.00VII.PEKERJAAN CAT1Pekerjaan cat tembok145.74M2N.246,720.006,808,972.80VIII.PEKERJAAN KUNCI1Engsel Pintu26.00BhDitaksir50,000.001,300,000.002Kunci Pintu16.00BhDitaksir120,000.001,920,000.003Engsel Jendela32.00BhDitaksir25,000.00800,000.004Pacok Jendela32.00BhDitaksir20,000.00640,000.005Hak Angin16.00BhDitaksir15,000.00240,000.00IX.PEKERJAAN KAMAR MANDI & WC1Pemasangan closet jongkok2.00UnitF.2589,383.001,178,766.002Pemasangan saluran air buangan6.00M'F.3149,600.00897,600.003Bak mandi2.00UnitF.1574,600.001,149,200.00X.PEKERJAAN SALURAN AIR HUJAN44.40M'F.4128,367.305,699,507.94XI.PEKERJAAN FINISHING(listrik dan air bersih1.00LsDitaksir4,500,000.004,500,000.00

JUMLAH153,127,056.56133,357,875

ANALISA HARGA SATUANPROVINSI:ACEHKABUPATEN/KOTA:SABANGTAHUN ANGGARAN:2014PAKET PEKERJAAN:RUMAH GENSETLOKASI:PELABUHAN CT-3, KECAMATAN SUKAKARYA, SABANGNO. PEMBAYARAN:C.A.9

HARGAJUMLAHNo.URAIAN PEKERJAANVOLUMEANALISASATUANHARGA(Rp.)(Rp.)

I.PEKERJAAN PONDASII.aPondasi Bangunan1Galian Rumah Genset42.19M3A.454,600.002,303,574.002Urugan pasir bawah pondasi2.19M3B.3295,709.30647,603.373Pasangan batu kosong12.50M3C.1261,820.003,272,750.004Pasangan batu pondasi10.94M3C.2656,499.007,182,099.065Urugan tanah10.55M3B.149,999.53527,495.07I.bPondasi Genset1Galian Pondasi26.00M3A.454,600.001,419,600.002Urugan pasir bawah pondasi1.30M3B.3295,709.30384,422.093Lantai Kerja11.00M3H.11,526,273.5516,789,009.004Pondasi Cor Beton Bertulang 1:2:313.00M3C.25,278,573.2068,621,451.545Lapisan Ijuk2.60M3F.6200,434.00521,128.40II.PEKERJAAN BETON1Sloof beton Bertulang 1:2:31.88M3Supl.35,278,573.209,923,717.612Kolom beton bertulang 1:2:32.06M3Supl.35,278,573.2010,873,860.783Balok beton bertulang 1:2:31.88M3Supl.35,278,573.209,923,717.614Pondasi beton bertulang 1:3:53.30M3Supl.35,278,573.2017,419,291.555Pekerjaan Atap Beton 1:3:511.00M3Supl.35,278,573.2058,064,305.15III.PEKERJAAN PASANGAN DAN PLESTERAN1Pasangan batu bata 1: 4187.50M2C.3159,962.2829,992,926.562Plesteran 1: 4, tebal 15 mm375.00M2D.123,285.508,732,062.50IV.PEKERJAAN KUSEN DAN PINTU1Kusen pintu, jendela dan bouven lich0.16M3K.18,008,440.001,281,350.402Daun pintu panil6.68M2K.3472,520.003,156,433.603Ventilasi genset8.00M2K.3472,520.003,780,160.00V.PEKERJAAN CAT1Pekerjaan cat tembok375.00M2N.246,720.0017,520,000.00VII.PEKERJAAN KUNCI1Engsel Pintu6.00BhDitaksir50,000.00300,000.002Kunci Pintu3.00BhDitaksir120,000.00360,000.00VIII.PEKERJAAN SALURAN AIR HUJAN16.50M'F.4128,367.302,118,060.38IX.PEKERJAAN FINISHING1.00LsDitaksir2,500,000.002,500,000.00

JUMLAH277,615,018.67206,829,926

ANALISA HARGA SATUANPROVINSI:ACEHKABUPATEN/KOTA:SABANGTAHUN ANGGARAN:2014PAKET PEKERJAAN:RUMAH POMPALOKASI:PELABUHAN CT-3, KECAMATAN SUKAKARYA, SABANGNO. PEMBAYARAN:C.A.10

HARGAJUMLAHNo.URAIAN PEKERJAANVOLUMEANALISASATUANHARGA(Rp.)(Rp.)

I.PEKERJAAN PERSIAPAN1Pengukuran 96.80M2A.16,310.00610,808.002Pemasangan bouwplank46.00M'A.347,824.002,199,904.00II.PEKERJAAN PONDASIII.aPondasi Bangunan1Galian Rumah Pompa1.07M3A.454,600.0058,422.002Urugan pasir bawah pondasi0.14M3B.3295,709.3041,399.303Urugan tanah0.96M3B.149,999.5347,999.55II.bPondasi Pompa1Galian Pondasi0.31M3A.454,600.0016,926.002Urugan pasir bawah pondasi0.05M3B.3295,709.3014,785.46III.PEKERJAAN BETON1Sloof beton 1:2:30.71M3Supl.35,278,573.203,747,786.972Kolom beton 1:2:30.62M3Supl.35,278,573.203,272,715.383Ringbalk beton 1:2:31.71M3Supl.35,278,573.209,026,360.164Pondasi Genset 1:3:50.20M3Supl.35,278,573.201,055,714.645Lantai kerja 1:3:50.09M3H.41,526,273.55137,364.626Lantai beton cor 1:3:5, tebal 7.5 cm37.88M3H.41,526,273.5557,815,241.90IV.PEKERJAAN PASANGAN DAN PLESTERAN1Pasangan batu bata 1: 4200.36M2C.3159,962.2832,050,041.422Plesteran 1: 4, tebal 15 mm400.72M2D.123,285.509,330,965.56V.PEKERJAAN KUSEN DAN PINTU1Kusen pintu, jendela dan bouven lich0.12M3K.18,008,440.00961,012.802Daun pintu panil4.66M2K.3472,520.002,201,943.203Ventilasi0.89M2K.748,770.0043,405.30VI.PEKERJAAN ATAP DAN PLAFOND1Pekerjaan kuda - kuda 1.04M3J.17,056,600.007,338,864.002Pasangan atap seng gelombang79.11M2L.176,254.006,032,453.943Rabung seng BJLS 30 8" 8.47M'L.1a40,654.00344,339.384Plafond multiplek dan rangka40.00M2L.4284,478.0011,379,120.005Pekerjaan lisplank 35.62M2J.686,125.003,067,772.506Baut1.00LsDitaksir500,000.00500,000.00VII.PEKERJAAN CAT1Pekerjaan cat tembok400.72M2N.246,720.0018,721,638.40VIII.PEKERJAAN KUNCI1Engsel Pintu8.00BhDitaksir50,000.00400,000.002Kunci Pintu1.00bhDitaksir120,000.00120,000.00IX.PEKERJAAN SALURAN AIR HUJAN28.60mF.4128,367.303,671,304.67X.PEKERJAAN FINISHING1.00LsDitaksir5,000,000.005,000,000.00(listrik, septik tank dan air bersih

JUMLAH179,208,289.16170,680,820

ANALISA HARGA SATUANPROVINSI:ACEHKABUPATEN/KOTA:SABANGTAHUN ANGGARAN:2014PAKET PEKERJAAN:SEPTICK TANKLOKASI:PELABUHAN CT-3, KECAMATAN SUKAKARYA, SABANGNO. PEMBAYARAN:C.A.11

HARGAJUMLAHNo.URAIAN PEKERJAANVOLUMEANALISASATUANHARGA(Rp.)(Rp.)

I.PEKERJAAN PERSIAPAN1Pengukuran 4.50M2A.16,310.0028,395.00II.PEKERJAAN TANAH1Galian tanah22.67M3A.454,600.001,237,782.000.752Urugan Pasir0.46M3B.3295,709.30136,026.283Urugan Kerikil3.25M3B.4427,017.3951,387,806.534Urugan Lempung + Pasir0.34M3B.3295,709.30100,541.165Urugan tanah5.22M3B.149,999.53260,997.56III.PEKERJAAN BETON1Lantai kerja beton 1:3:60.23M3H.31,526,273.55351,042.922Plat beton bertulang 1:2:30.78M3H.21,589,913.201,240,132.293Plat tutup beton bertulang 1:2:30.72M3Supl.35,278,573.203,800,572.70IV.PEKERJAAN PASANGAN DAN PLESTERAN1Pasangan batu bata 1: 415.15M2C.3159,962.282,423,428.472Plesteran 1: 4, tebal 15 mm30.30M2D.123,285.50705,550.65V.PEKERJAAN PIPA1Pemasangan pipa PVC 100 mm8.00M'VII.A.08+Pb1.5322,876.432,583,011.45240,000.0082,876.43

JUMLAH14,255,287.0111,447,460

ANALISA HARGA SATUANPROVINSI:ACEHKABUPATEN/KOTA:SABANGTAHUN ANGGARAN:2014PAKET PEKERJAAN:LAPANGAN PARKIR & DRAINASE LAPANGANLOKASI:PELABUHAN CT-3, KECAMATAN SUKAKARYA, SABANGNO. PEMBAYARAN:C.A.12

HARGAJUMLAHNo.URAIAN PEKERJAANVOLUMEANALISASATUANHARGA(Rp.)(Rp.)

I.PEKERJAAN PERSIAPAN1Pembersihan Lahan90.00M2A.24,473.00402,570.00

II.PEKERJAAN PEMASANGAN PAVING BLOCK1Urugan Pasir9.00M3B.3295,709.302,661,383.692Paving Block90.00M2C.6395,045.0035,554,050.003Canstein45.00M2C.6395,045.0017,777,025.00

III.PEKERJAAN DRAINASE LAPANGAN1Galian 45.00M3A.454,600.002,457,000.002Urugan Pasir6.00M3B.3295,709.301,774,255.803Lantai Kerja3.00M3H.31,526,273.554,578,820.644Pasangan Bata 95.00M2C.3159,962.2815,196,416.135Plester 1:4119.00M2D.123,285.502,770,974.50

JUMLAH83,172,495.7547,352,974

ANALISA HARGA SATUANPROVINSI:ACEHKABUPATEN/KOTA:SABANGTAHUN ANGGARAN:2014PAKET PEKERJAAN:CHECK DAMLOKASI:PELABUHAN CT-3, KECAMATAN SUKAKARYA, SABANGNO. PEMBAYARAN:C.B.1

HARGAJUMLAHNo.URAIAN PEKERJAANVOLUMEANALISASATUANHARGA(Rp.)(Rp.)

I.PEKERJAAN PERSIAPAN1Pengukuran 300.00M2A.16,310.001,893,000.00

II.PEKERJAAN TANAH1Galian tanah80.00M3A.454,600.004,368,000.002Urugan Sirtu, t = 5 cm5.35M3B.3295,709.301,582,044.753Urugan tanah49.00M3B.149,999.532,449,977.11

III.PEKERJAAN BETON1Lantai kerja beton 1:3:6, t=5 cm10.50M3H.31,526,273.5516,025,872.232Plat beton bertulang K.300, t=50 cm52.50M3Supl.35,278,573.20277,125,092.763Main Dam beton bertulang K.30063.00M3Supl.35,278,573.20332,550,111.314Sub Dam beton bertulang K.30016.88M3Supl.35,278,573.2089,102,315.545Dinding beton bertulang K.30080.00M3Supl.35,278,573.20422,285,855.64

IV.PEKERJAAN RIPRAP1Pekerjaan Riprap15.00M3C.1261,820.0003,927,300.00

V.PEKERJAAN PINTU AIR1Pintu Intake (2,0X1,0)m dan Pemasangan 1.00UnitTaksir7,500,000.007,500,000.00

JUMLAH1,158,809,569.341,167,070,134

ANALISA HARGA SATUANPROVINSI:ACEHKABUPATEN/KOTA:SABANGTAHUN ANGGARAN:2014PAKET PEKERJAAN:BAK PENAMPUNGLOKASI:PELABUHAN CT-3, KECAMATAN SUKAKARYA, SABANGNO. PEMBAYARAN:C.B.2

HARGAJUMLAHNo.URAIAN PEKERJAANVOLUMEANALISASATUANHARGA(Rp.)(Rp.)

I.PEKERJAAN PERSIAPAN1Pengukuran 100.00M2A.16,310.00631,000.00

II.PEKERJAAN TANAH1Galian tanah242.00M3A.454,600.0013,213,200.002Urugan tanah kembali45.00M3B.149,999.532,249,978.98

III.PEKERJAAN PASANGAN1Pasangan Batu Belah106.00M3C.2656,499.0069,588,894.002Pasangan Batu Kosong 60.50M3C.1261,820.0015,840,110.003Urugan Sirtu, t = 5 cm6.05M3B.3295,709.301,789,041.264Plesteran dan acian 1: 4, tebal 15 mm178.00M2D.123,285.504,144,819.00

JUMLAH107,457,043.2493,385,777

ANALISA HARGA SATUANPROVINSI:ACEHKABUPATEN/KOTA:SABANGTAHUN ANGGARAN:2014PAKET PEKERJAAN:RESERVOIR 200 M3LOKASI:PELABUHAN CT-3, KECAMATAN SUKAKARYA, SABANGNO. PEMBAYARAN:C.C.1

HARGAJUMLAHNo.URAIAN PEKERJAANVOLUMEANALISASATUANHARGA(Rp.)(Rp.)

I.PEKERJAAN PERSIAPANPengukuran 121.00M2A.16,310.00763,510.00II.PEKERJAAN TANAHGalian tanah293.11M3A.454,600.0016,003,806.00Pasangan Batu Kosong 0.0M3C.1261,820.000.0Urugan Sirtu, t = 5 cm5.41M3B.3295,709.301,599,787.31Urugan tanah8.08M3B.149,999.53403,996.23III.PEKERJAAN BETONLantai kerja beton 1:3:6, t=5 cm5.20M3H.31,526,273.557,936,622.44Plat beton bertulang 1:2:3, t=20 cm7.04M3Supl.35,278,573.2037,161,155.30Kolom beton bertulang 1:2:33.40M3Supl.35,278,573.2017,947,148.86Dinding beton bertulang 1:2:3, t=1516.85M3Supl.35,278,573.2088,943,958.34Balok beton bertulang 1:2:314.00M3Supl.35,278,573.2073,900,024.74Plat tutup beton bertulang 1:2:3, t=155.28M3Supl.35,278,573.2027,870,866.47IV.PEKERJAAN PASANGAN DAN PLESTERANPasangan batu bata 1: 484.60M2C.3159,962.2813,532,808.47Plesteran 1: 4, tebal 15 mm169.20M2D.123,285.503,939,906.60Water proofing200.00M2Ditaksir80,000.0016,000,000.00V.PEKERJAAN PENUTUP MANHOLE & KUNCIPenutup manhole4.00BhDitaksir750,000.003,000,000.00Engsel dan gembok4.00BhDitaksir20,000.0080,000.00Tangga Galvanis 1.00BhDitaksir175,000.00175,000.00VI.PEKERJAAN PIPA DAN ACCESSORIES1PIPA INLETPengadaan & pemasangan pipa GIP 200 mm20.00M'VII.B.07+Pb2.71,020,954.9320,419,098.70Pengadaan & pemasangan bend CI 90o 200 mm8.00BhVII.B.25+Pa2.4577,544.004,620,352.002PIPA OUTLETPengadaan & pemasangan pipa GIP 200 mm25.00M'VII.B.07+Pb2.71,020,954.9325,523,873.37Pengadaan & pemasangan gate valve CI 200 mm1.00BhVII.B.25+Pa2.4577,544.00577,544.00Pengadaan & pemasangan flange GIP 200 mm2.00BhVII.B.97+Pa4.5600,633.801,201,267.603PIPA OVERPLOWPengadaan & pemasangan pipa GIP 200 mm6.00M'VII.B.07+Pb2.71,020,954.936,125,729.61Pengadaan & pemasangan bend CI 90o 200 mm4.00BhVII.B.25+Pa2.4577,544.002,310,176.004PIPA PENGURASPengadaan & pemasangan pipa GIP 150 mm6.00M'VII.B.06+Pb2.6500,000.003,000,000.00Pengadaan & pemasangan gate valve CI 150 mm1.00BhVII.C.14+Pa3.31,839,295.001,839,295.00Pengadaan & pemasangan flange GIP 150 mm2.00BhVII.B.96+Pa4.4152,000.00304,000.005PIPA OVERPLOWPengadaan & pemasangan pipa GIP 200 mm12.00M'VII.B.07+Pb2.71,020,954.9312,251,459.22Pengadaan & pemasangan bend CI 90o 200 mm1.00BhVII.B.25+Pa2.4577,544.00577,544.006PIPA VENTILASIPengadaan & pemasangan pipa GIP 50 mm2.00M'VII.B.03+Pb2.380,000.00160,000.00Pengadaan & pemasangan tee GIP 50-50-50 mm2.00BhVII.B.47+Pa2.2210,000.00420,000.00

JUMLAH388,588,930.24389,375,195

ANALISA HARGA SATUANPROVINSI:ACEHKABUPATEN/KOTA:SABANGTAHUN ANGGARAN:2014PAKET PEKERJAAN:PIPA TRANSMISILOKASI:PELABUHAN CT-3, KECAMATAN SUKAKARYA, SABANGNO. PEMBAYARAN:C.D.1

HARGAJUMLAHNo.URAIAN PEKERJAANVOLUMEANALISASATUANHARGA(Rp.)(Rp.)

I.PEKERJAAN TANAH1Galian tanah1,500.00mA.454,600.0081,900,000.002Urugan tanah kembali450.00mB.149,999.5322,499,789.793Urugan Pasir Padat100.00mB 3295,709.3029,570,929.934Urugan Gravel200.00mC.1261,820.0052,364,000.00II.PEKERJAAN BETON1Lantai Kerja Beton 1:3:60.60mSupl.31,526,273.55915,764.132Beton Trust Block 1:2:31.20mSupl.31,589,913.201,907,895.83III.PEKERJAAN PASANGAN DAN PLESTERAN1Pekerjaan Pasangan Batu Kali 1:422.00mC.2656,499.0014,442,978.00IV.PEKRJAAN PIPA DAN ACCESSORIES1Pengadaan & Pemasangan pipa HDPE 100 mm1,611.50mPb1.5+VII.A.07322,876.43520,315,369.2482,876.43240,000.002Pengetesan Pipa HDPE 100 mm1,611.50mPd1.31,227.891,978,736.683Pengurasan dan Desinfektan Pipa HDPE 100 mm1,611.50mPd2.3949.821,530,638.964Pengadaan & Pemasangan pipa HDPE 150 mm1,385.20mPb1.6+VII.A.06236,110.27327,059,944.42116,110.27120,000.005Pengetesan Pipa HDPE 100 mm1,385.20mPd1.42,054.712,846,184.296Pengurasan dan Desinfektan Pipa HDPE 100 mm1,385.20mPd2.41,733.732,401,555.877Pengadaan & Pemasangan Flange Socket HDPE 100 mm12.00bhPa2.3+VII.A.96171,685.002,060,220.0019,685.00152,000.008Pengadaan & Pemasangan Flange Socket HDPE 150 mm52.00bhPa2.3+VII.A.97214,685.0011,163,620.0019,685.00195,000.009Pengadaan & Pemasangan Bend HDPE 90 100 mm11.00bhPa2.3+VII.A.22464,685.005,111,535.0019,685.00445,000.0010Pengadaan & Pemasangan Bend HDPE 90 150 mm7.00bhPa2.3+VII.A.26534,685.003,742,795.0019,685.00515,000.0011Pengadaan & Pemasangan Tee HDPE 100-100-1007.00bhPa2.3+VII.A.45434,685.003,042,795.0019,685.00415,000.0012Pengadaan & Pemasangan Tee HDPE 150-100-1502.00bhPa2.3+VII.A.48634,685.001,269,370.0019,685.00615,000.0013Pengadaan & Pemasangan Tee HDPE 150-150-1501.00bhPa2.3+VII.A.49684,685.00684,685.0019,685.00665,000.0014Pengadaan & Pemasangan Reducer HDPE 150-1003.00bhPa2.3+VII.A.64229,685.00689,055.0019,685.00210,000.0015Pengadaan & Pemasangan Gate Valve 1002.00bhPa3.3+VII.C.131,064,295.002,128,590.0039,295.001,025,000.0016Fitting Pipa HDPE Dop Compression 1005.00bhPa2.3+VII.A.23369,685.001,848,425.0019,685.00350,000.0017Pengadaan & Pemasangan Air Valve 100 2.00bhPa3.3+VII.C.043,289,295.006,578,590.0039,295.003,250,000.0018Fitting Pipa HDPE Dop Compression 1501.00bhPa2.3+VII.A.27524,685.00524,685.0019,685.00505,000.0019Pengadaan & Pemasangan Air Valve 150 4.00bhPa3.3+VII.C.054,689,295.0018,757,180.0039,295.004,650,000.00

JUMLAH1,117,335,332.14950,329,132

ANALISA HARGA SATUANPROVINSI:ACEHKABUPATEN/KOTA:SABANGTAHUN ANGGARAN:2014PAKET PEKERJAAN:PENGADAAN DAN PEMASANGAN PAKET IPA 20 LPS DAN PIPA TRANSMISILOKASI:PELABUHAN CT-3, KECAMATAN SUKAKARYA, SABANGNO. PEMBAYARAN:C.E.1 DAN C.E.2

HARGAJUMLAHNo.URAIAN PEKERJAANUNITKUANTITASSATUANHARGA(Rp.)(Rp.)

INSTALASI PENGOLAHAN AIR (IPA)

I.RUMAH GENSET Pengadaan dan Pemasangan barang tersebut dibawah ini :1Genset Kapasitas 135 kVA, 3X380 v, 50 Hz lengkap Set1235,000,000.00235,000,000.00dengan Panel kontrol berikut A/V/Hz/HCCos phi Meter, Starter,Battery dan perlengkapannya2Tangki harian solar Vol=500 ltr, beserta perlengkapannya,a.l. Level unit12,750,000.002,750,000.00Controller, Show glass3Pompa solar 20 l/min dari tangki penimbun ke tangki harian,unitLihatkomplit dg ball valve check valve,strainer pipa 1"IPAL ME4Tangki penimbun Solar 5000 ltr Beserta perlengkapannyaunit5MCC-Panel +COS Panelunit161,500,000.0061,500,000.006Panel Listrik Pembagi ( utk ruang Genset),beserta perlengkapannyaunit121,250,000.0021,250,000.007Installasi Penerangan dan Stop kontak:Lampu TL5 2x18 Watttitik2872,500.001,745,000.00 Lampu Down Light PLC 13 Wtitik3210,280.00630,840.00Stop kontak 1 phasebh2322,275.00644,550.00stop kontak 3 phasebh2345,275.00690,550.00saklar gandabh1319,275.00319,275.008Instalasi perpipaan dari Tangki solar ke gensetls1750,000.00750,000.009Pekerjaan Kabel dari Genset dan PP-02ls1500,000.00500,000.0010Pekerjaan Grounding < 5 Ohm untuk 4 lokasiset41,250,000.005,000,000.0011Testing dan Commissioning Gensetls12,500,000.002,500,000.0012Biaya penyambungan ke PLN sebesar 120 kVAls138,500,000.0038,500,000.00SUB TOTAL I371,780,215.00431,981,600.00

II.BANGUNAN OPERASIONALPengadaan dan Pemasangan barang tersebut dibawah ini :1Pekerjaan Instalasi dan Penerangan Stop Kontak :Lampu TL5 2x18 WattTitik3872,500.002,617,500.00 Lampu Down Light PLC 13 WTitik11210,280.002,313,080.00 Lampu TL5 1 x 28 WTitik4525,000.002,100,000.00Stop Kontak 1 PhasaBh11322,275.003,545,025.00Saklar SingleBh3315,775.00947,325.00Saklar GandaBh4319,525.001,278,100.002 Panel Listrik PP-03Unit117,900,000.0017,900,000.003Pekerjaan Plumbing dan pasang pompa Ls13,750,000.003,750,000.00SUB TOTAL II34,451,030.0035,878,500.00III.Pekerjan Pemasangan Lampu Luar1Lampu Penerangan Solar CellSet423,360,650.7793,442,603.09SUB TOTAL III93,442,603.0995,326,188.83IV.Pekerjaan Kabel beserta galiannya1Dari tiang PLN Ke COS panel NYFGbY 4X95 mmM'50457,115.2022,855,760.002MCC-Genset NYY 4X95 mmM'1457,115.20457,115.203MCC- ke Rumah Genset NYY 4X4 mmM'1086,723.20867,232.004MCC-Induk Pengolahan Air Bersih (IPA) NYFGbY 4X10 mmM'45115,565.205,200,434.005MCC-Bangunan Opersonal + R.jaga NYFGbY 4X6 mmM'40105,445.204,217,808.006MCC-ke Ruang Pompa NYFGbY 4X16 + 8X1,5 mm2M'60153,515.209,210,912.007MCC-Ke Pompa INTAKE NYFGbY 4X10 mm+8X1,5M'100115,565.2011,556,520.008Dari PP-03 Ke Penerangan Lampu Luar NYFGbY 3X4 mmM'11581,663.209,391,268.00SUB TOTAL IV63,757,049.2063528464

ANALISA HARGA SATUANPROVINSI:ACEHKABUPATEN/KOTA:SABANGTAHUN ANGGARAN:2014PAKET PEKERJAAN:PENGADAAN DAN PEMASANGAN PAKET IPA 20 LPS DAN PIPA TRANSMISILOKASI:PELABUHAN CT-3, KECAMATAN SUKAKARYA, SABANGNO. PEMBAYARAN:C.E.1 DAN C.E.2

HARGAJUMLAHNo.URAIAN PEKERJAANUNITKUANTITASSATUANHARGA(Rp.)(Rp.)

V.Ruang Instalasi Pengolahan Air Bersih (IPA) kapasitas 2X10 l/dtInstalasi Panel Listrik PP-03Set4750,000.003,000,000.00SUB TOTAL V3,000,000.003,500,000.00

VI.Rumah Pompa1Pompa Kapasitas 20 l/s, H=40, 30 kW,kontrol panelUnit231,500,000.0063,000,000.002Pekerjaan Perpipaan berikut perlengkapannya komplit dgnTiang Penyangga, Preesso stat dan WLC, manometer.3Panel Listrik PP-04Unit14,350,000.004,350,000.004Pekerjaan Perkabelan dari motor pompa ke kontrol panelLs10.0Pompa dan ke PP-025Pemasangan Instalasi Penerangan Lampu dan Stop kontakLampu TL5 2x18 WattBuah6872,500.005,235,000.00 Lampu Down Light PLC 13 WBuah1210,280.00210,280.00Stop kontak 1 PhasaBuah1322,275.00322,275.00Stop kontak 3 PhasaBuah1345,275.00345,275.00Sakelar SingleBuah1315,775.00315,775.00Sakelar gandaBuah1319,525.00319,525.006Penyambungan distribusi 200 mm dan flow meter,gateLs120,000,000.0020,000,000.00valveSUB TOTAL VI26,748,130.00118,145,540.00

REKAP MEKANIKAL ELEKTRIKAL

No. PEMBAYARAN:C.E.1 DAN C.E.2

1IPARUMAH GENSET1SUB TOTAL I371,780,215.00371,780,215.00BANGUNAN OPERASIONAL1SUB TOTAL II34,451,030.0034,451,030.00Pekerjaan Pemasangan Lampu Luar1SUB TOTAL III93,442,603.0993,442,603.09Pekerjaan Kabel beserta galiannya1SUB TOTAL IV63,757,049.2063,757,049.20Ruang Instalasi Pengelolaan Air Bersih (IPA) kap. 2x10 l/dt1SUB TOTAL V3,000,000.003,000,000.00Ruang Pompa1SUB TOTAL VI26,748,130.0026,748,130.00SUB TOTAL - 1593,179,027.292RESERVOAR ATASBANGUNAN OPERASIONAL1SUB TOTAL II34,451,030.0034,451,030.00Pekerjaan Pemasangan Lampu Luar1SUB TOTAL III93,442,603.0993,442,603.09Pekerjaan Kabel beserta galiannya1SUB TOTAL IV63,757,049.2063,757,049.20

SUB TOTAL - 2191,650,682.29T O T A L784,829,709.58ANALISA HARGA SATUANPROVINSI:ACEHKABUPATEN:SABANGTAHUN ANGGARAN:2014PAKET PEKERJAAN:PENGADAAN DAN PEMASANGAN PAKET IPA 20 LPS DAN PIPA TRANSMISILOKASI:PELABUHAN CT3, KECAMATAN SUKAKARYA, SABANG

KODEHARGAJUMLAHANALISAURAIANSATUANKOEFISIENSATUANHARGA(Rp.)(Rp.)123456

I.PEKERJAAN TANAHA.1PengukuranM2- PekerjaHk0.02070,000.001,400.00- Tukang-Hk0.01091,000.00910.00- Sewa Alat PengukuranHk0.040100,000.004,000.006,310.00A.2Pembersihan LahanM2- MandorHk0.00584,000.00420.00- Kepala TukangHk0.00198,000.0098.00- TukangHk0.00591,000.00455.00- PekerjaHk0.05070,000.003,500.004,473.00A.3Pemasangan BouwplankM'- Kayu papan perancah/papan bekisting 2/20Hk0.0064,000,000.0024,000.00- Kayu Tiang Perancah 5/7Hk0.0063,000,000.0018,000.00- Paku KayuHk0.02035,000.00700.00- TukangHk0.05091,000.004,550.00- Kepala TukangHk0.00598,000.00490.00- MandorHk0.00184,000.0084.0047,824.00A.4Galian Tanah BiasaM3- PekerjaHk0.75070,000.0052,500.00- MandorHk0.02584,000.002,100.0054,600.00A.5Galian Tanah KerasM3- PekerjaHk1.00070,000.0070,000.00- MandorHk0.00584,000.00420.0070,420.00A.6Galian Tanah BerbatuM3- PekerjaHk1.50070,000.00105,000.00- MandorHk0.00584,000.00420.00105,420.00A.7Galian Tanah CadasM3- PekerjaHk2.00070,000.00140,000.00- MandorHk0.06684,000.005,544.00145,544.00B.1Urugan Tanah Dipadatkan (setempat)M3- PekerjaHk0.25070,000.0017,500.00- MandorHk0.01084,000.00840.00- PemadatanM22.00015,829.7731,659.5349,999.53B.2Urugan Tanah Dipadatkan (tanah didatangkan)M3- Tanah UrugM31.20095,000.00114,000.00- PekerjaHk0.19270,000.0013,440.00- MandorHk0.01984,000.001,596.00- PemadatanM23.00015,829.7747,489.30176,525.30

ANALISA HARGA SATUANPROVINSI:ACEHKABUPATEN:SABANGTAHUN ANGGARAN:2014PAKET PEKERJAAN:PENGADAAN DAN PEMASANGAN PAKET IPA 20 LPS DAN PIPA TRANSMISILOKASI:PELABUHAN CT3, KECAMATAN SUKAKARYA, SABANG

KODEHARGAJUMLAHANALISAURAIANSATUANKOEFISIENSATUANHARGA(Rp.)(Rp.)123456

B.3Urugan Pasir DipadatkanM3- Pasir UrugM31.200186,900.00224,280.000- PekerjaHk0.33070,000.0023,100.000- MandorHk0.01084,000.00840.000- PemadatanM23.00015,829.7747,489.299295,709.299B.4Urugan Sirtu DipadatkanM3- SirtuM31.200313,823.41376,588.096- PekerjaHk0.03070,000.002,100.000- MandorHk0.01084,000.00840.000- PemadatanM23.00015,829.7747,489.299427,017.395Supl.1Tanah diangkut sejauh 150 mM3- PekerjaHk0.51670,000.0036,120.000- MandorHk0.05084,000.004,200.00040,320.000II.PEKERJAAN PASANGAN DAN PEMBONGKARANC.1Pasangan Batu KosongM3- Batu Kali / Batu Belah (Sungai/Gunung)M31.100174,000.00191,400.000- Pasir UrugM30.200186,900.0037,380.000- PekerjaHk0.24770,000.0017,290.000- TukangHk0.11491,000.0010,374.000- MandorHk0.06484,000.005,376.000261,820.000C.2Pasangan Batu Kali 1 : 4M3- Batu Kali / Batu Belah (Sungai/Gunung)M31.200174,000.00208,800.000- Pasir PasangM30.520151,025.0078,533.000- Semen Andalas / Cibinong @ 50 KgZak3.26096,250.00313,775.000- PekerjaHk0.51470,000.0035,980.000- TukangHk0.17191,000.0015,561.000- Kepala TukangHk0.01798,000.001,666.000- MandorHk0.02684,000.002,184.000656,499.000C.3Pasangan Batu Bata 1 : 4M2- Batu BataBuah80.000750.0060,000.000- Pasir PasangM30.051151,025.007,702.275- Semen Andalas / Cibinong @ 50 KgZak0.40096,250.0038,500.000- PekerjaHk0.48070,000.0033,600.000- TukangHk0.16091,000.0014,560.000- Kepala TukangHk0.01698,000.001,568.000- MandorHk0.04884,000.004,032.000159,962.275C.4Pasangan Batu Bata 1 : 2M2- Batu BataBuah80.000750.0060,000.000- Pasir PasangM30.042151,025.006,343.050- Semen Andalas / Cibinong @ 50 KgZak0.65096,250.0062,562.500- PekerjaHk0.48070,000.0033,600.000- TukangHk0.16091,000.0014,560.000- Kepala TukangHk0.01698,000.001,568.000- MandorHk0.04884,000.004,032.000182,665.550

ANALISA HARGA SATUANPROVINSI:ACEHKABUPATEN:SABANGTAHUN ANGGARAN:2014PAKET PEKERJAAN:PENGADAAN DAN PEMASANGAN PAKET IPA 20 LPS DAN PIPA TRANSMISILOKASI:PELABUHAN CT3, KECAMATAN SUKAKARYA, SABANG

KODEHARGAJUMLAHANALISAURAIANSATUANKOEFISIENSATUANHARGA(Rp.)(Rp.)123456

C.5RoasterM2- BatacoBuah25.0002,500.0062,500.00- Pasir PasangM30.020151,025.003,020.50- Semen Andalas / Cibinong @ 50 KgZak0.25096,250.0024,062.50- PekerjaHk0.50070,000.0035,000.00- TukangHk0.25091,000.0022,750.00- Kepala TukangHk0.02598,000.002,450.00- MandorHk0.02584,000.002,100.00151,883.00C.6Pasangan Paving BlockM2- Paving BlockM21.000315,000.00315,000.00Hrg. Paving diambil dari MOS- Pasir PasangM30.200151,025.0030,205.00- PekerjaHk0.40070,000.0028,000.00- TukangHk0.20091,000.0018,200.00- Kepala TukangHk0.02098,000.001,960.00- MandorHk0.02084,000.001,680.00395,045.00D.1Plesteran 1 : 4, tebal 15 mmM2- Pasir PasangM30.020151,025.003,020.50- Semen Andalas / Cibinong @ 50 KgZak0.13696,250.0013,090.00- PekerjaHk0.05770,000.003,990.00- TukangHk0.02991,000.002,639.00- Kepala TukangHk0.00398,000.00294.00- MandorHk0.00384,000.00252.0023,285.50D.2Plesteran 1 : 2, tebal 15 mmM2- Pasir PasangM30.017151,025.002,567.43- Semen Andalas / Cibinong @ 50 KgZak0.21396,250.0020,501.25- PekerjaHk0.05770,000.003,990.00- TukangHk0.02991,000.002,639.00- Kepala TukangHk0.00398,000.00294.00- MandorHk0.00384,000.00252.0030,243.68F.1Pemasangan Bak MandiUnit- Bak Mandi PlastikBuah1.000450,000.00450,000.00- PekerjaHk1.00070,000.0070,000.00- TukangHk0.50091,000.0045,500.00- Kepala TukangHk0.05098,000.004,900.00- MandorHk0.05084,000.004,200.00574,600.00F.2Pemasangan Closed dudukUnit- Klosed JongkokUnit1.000500,000.00500,000.00- Semen Andalas / Cibinong @ 50 KgZak0.25096,250.0024,062.50- Pasir PasangM30.020151,025.003,020.50- PekerjaHk0.50070,000.0035,000.00- TukangHk0.25091,000.0022,750.00- Kepala TukangHk0.02598,000.002,450.00- MandorHk0.02584,000.002,100.00589,383.00

ANALISA HARGA SATUANPROVINSI:ACEHKABUPATEN:SABANGTAHUN ANGGARAN:2014PAKET PEKERJAAN:PENGADAAN DAN PEMASANGAN PAKET IPA 20 LPS DAN PIPA TRANSMISILOKASI:PELABUHAN CT3, KECAMATAN SUKAKARYA, SABANG

KODEHARGAJUMLAHANALISAURAIANSATUANKOEFISIENSATUANHARGA(Rp.)(Rp.)123456

F.3Pemasangan Saluran air buanganM'- Pipa PVC 75 mmM'1.00025,000.0025,000.00- PekerjaHk1.00070,000.0070,000.00- TukangHk0.50091,000.0045,500.00- Kepala TukangHk0.05098,000.004,900.00- MandorHk0.05084,000.004,200.00149,600.00F.4Pemasangan Saluran Buis BetonM'- Buis Beton 20 cm x 1 mBuah1.00075,000.0075,000.00- Galian Pondasi SaluranM30.20054,600.0010,920.00- Urugan Pasir Pondasi SaluranM30.020295,709.305,914.19- Pasangan Batu BataM20.200182,665.5536,533.11128,367.30F.5Pemasangan Saluran Batu BataM'- Batu BataBuah150.000750.00112,500.00- Semen Andalas / Cibinong @ 50 KgZak2.09996,250.00202,028.75- Pasir PasangM30.525151,025.0079,288.13- PekerjaHk8.00070,000.00560,000.00- TukangHk2.90091,000.00263,900.00

10 m Pemasangan Saluran Batu Bata1,217,716.88 1 m Pemasangan Saluran Batu Bata121,771.69F.6Pemasangan Lapisan IjukM3- IjukM210.00020,000.00200,000.00- PekerjaHk0.00570,000.00350.00- MandorHk0.00184,000.0084.00200,434.00F.8Pagar Bata (tinggi 1,5 m)M'- Galian PondasiM31.20054,600.0065,520.00- Cor beton bertulang pondasi 1 : 3 : 5M30.2305,278,573.201,214,071.83- Pasangan Batu BataM215.000159,962.282,399,434.13- PlesteranM235.00023,285.50814,992.50- PekerjaHk3.50070,000.00245,000.00- TukangHk4.00091,000.00364,000.00- Kepala TukangHk0.40098,000.0039,200.00- MandorHk0.35084,000.0029,400.0010 m Pagar Bata dan BRC5,171,618.46 1 m Pagar Bata dan BRC517,161.85

G.1Pembongkaran Asphalt / HotmixM3- PekerjaHk2.00070,000.00140,000.00- MandorHk0.40084,000.0033,600.00- Sewa Jack HammerHk0.500376,558.45188,279.23361,879.23III.PEKERJAAN BETON DAN BESIH.1Beton Tumbuk 1 : 2 : 3M3- Krikil (Quary)M30.970300,000.00291,000.00- Pasir pasangM30.544151,025.0082,157.60- Semen Andalas / Cibinong @ 50 KgZak5.66596,250.00545,256.25- PekerjaHk6.00070,000.00420,000.00- TukangHk1.00091,000.0091,000.00- Kepala TukangHk0.10098,000.009,800.00- MandorHk0.30084,000.0025,200.00- Sewa Concrete Mixer & VibratorHk0.063981,899.9361,859.701,526,273.55

ANALISA HARGA SATUANPROVINSI:ACEHKABUPATEN:SABANGTAHUN ANGGARAN:2014PAKET PEKERJAAN:PENGADAAN DAN PEMASANGAN PAKET IPA 20 LPS DAN PIPA TRANSMISILOKASI:PELABUHAN CT3, KECAMATAN SUKAKARYA, SABANG

KODEHARGAJUMLAHANALISAURAIANSATUANKOEFISIENSATUANHARGA(Rp.)(Rp.)123456

H.2Beton Cor 1 : 2 : 3M3- Batu Coral / Kerikil Cor BetonM30.820300,000.00246,000.00- Pasir PasangM30.540151,025.0081,553.50- Semen Andalas / Cibinong @ 50 KgZak6.80096,250.00654,500.00- PekerjaHk6.00070,000.00420,000.00- TukangHk1.00091,000.0091,000.00- Kepala TukangHk0.10098,000.009,800.00- MandorHk0.30084,000.0025,200.00- Sewa Concrete Mixer & VibratorHk0.063981,899.9361,859.701,589,913.20100 Kg Pekerjaan Besi Beton- PekerjaHk8.00070,000.00560,000.00- TukangHk3.00091,000.00273,000.00- Kepala TukangHk1.00098,000.0098,000.00931,000.00( r )Diambil 3/4 nya698,250.00( s )- Besi Beton UlirKg110.00013,225.001,454,750.00( t )- Kawat BetonKg2.00035,000.0070,000.001,524,750.00( v )Tiap M3 Beton diperlukan 125 Kg Besi = 1,25 x ( r + s + t )2,778,750.00( x )1 M2 Bekisting Biasa- Paku KayuKg0.40035,000.0014,000.00- PekerjaHk0.20070,000.0014,000.00- TukangHk0.50091,000.0045,500.00- Kepala TukangHk0.05098,000.004,900.00- MandorHk0.01084,000.00840.0079,240.00Tiap m3 beton diperlukan 2,75 m2 cetakan jadi217,910.00- Kayu Papan Perancah / Papan BekistingM30.1034,000,000.00412,000.00Membongkar Cetakan( z )- PekerjaHk4.00070,000.00280,000.00

Supl. 3Beton Cor 1 : 2 : 3 bertulang praktisM35,278,573.20

Supl. 4PembesianKg- Besi Beton UlirKg1.10013,225.0014,547.50- Kawat BetonKg0.02035,000.00700.00- PekerjaHk0.01170,000.00770.00- TukangHk0.01191,000.001,001.00- Kepala TukangHk0.00498,000.00392.0017,410.50I.1BekistingM2- Kayu Perancah / Papan BekistingM30.0444,000,000.00176,000.00- Paku KayuKg0.40035,000.0014,000.00- PekerjaHk0.41070,000.0028,700.00- TukangHk0.76091,000.0069,160.00- Kepala TukangHk0.05598,000.005,390.00- MandorHk0.01084,000.00840.00Membongkar Bekisting- PekerjaHk0.40070,000.0028,000.00- Alat bantuLs1.00010,000.0010,000.00332,090.00

ANALISA HARGA SATUANPROVINSI:ACEHKABUPATEN:SABANGTAHUN ANGGARAN:2014PAKET PEKERJAAN:PENGADAAN DAN PEMASANGAN PAKET IPA 20 LPS DAN PIPA TRANSMISILOKASI:PELABUHAN CT3, KECAMATAN SUKAKARYA, SABANG

KODEHARGAJUMLAHANALISAURAIANSATUANKOEFISIENSATUANHARGA(Rp.)(Rp.)123456

I.2Pekerjaan PengelasanM'- Kawat Las DiodaKg2.30025,000.0057,500.0067,062.50- TukangHk0.50091,000.0045,500.00114,620.50- Kepala TukangHk0.02198,000.002,058.00- Sewa Mesin LasHk0.200862,541.61172,508.32- SolarLiter0.75012,750.009,562.50287,128.82IV.PEKERJAAN KAYUJ.1Pekerjaan Kuda-kuda ( bentang Maksimal 6 m )M3- Kayu Klas II (Kamper / Kruing / dll )M31.1004,500,000.004,950,000.00- Besi Baut (Kuda-kuda) 5/8" - 10"Buah12.00010,000.00120,000.00- PekerjaHk6.00070,000.00420,000.00- TukangHk15.00091,000.001,365,000.00- Kepala TukangHk1.80098,000.00176,400.00- MandorHk0.30084,000.0025,200.007,056,600.00J.2Pekerjaan Kuda-kuda ( bentang Maksimal 6 - 9 m )M3- Kayu Klas II (Kamper / Kruing / dll )M31.1004,500,000.004,950,000.00- Besi Baut (Kuda-kuda) 5/8" - 10"Buah12.00010,000.00120,000.00- PekerjaHk8.00070,000.00560,000.00- TukangHk24.00091,000.002,184,000.00- Kepala TukangHk2.40098,000.00235,200.00- MandorHk0.40084,000.0033,600.008,082,800.00J.3Pekerjaan GordingM3- Kayu Klas II (Kamper / Kruing / dll )M31.1004,500,000.004,950,000.00- Kayu Reng Uk. 2/3 - 4 mBtg5.00012,000.0060,000.000.0024m3/btg- Paku KayuKg2.20035,000.0077,000.0010,800.00- PekerjaHk1.94070,000.00135,800.00- TukangHk5.80091,000.00527,800.00- Kepala TukangHk0.58098,000.0056,840.00- MandorHk0.09784,000.008,148.005,815,588.00J.4Pekerjaan Kerangka Atap Seng/AsbesM2- Kayu Klas II (Kamper / Kruing / dll )M30.0154,500,000.0067,500.00- Paku KayuKg0.15035,000.005,250.00- PekerjaHk0.10070,000.007,000.00- TukangHk0.10091,000.009,100.00- Kepala TukangHk0.01098,000.00980.00- MandorHk0.00584,000.00420.0090,250.00J.6Pekerjaan ListplankM2- Kayu Klas II (Kamper / Kruing / dll )M30.0104,500,000.0045,000.00- Paku KayuKg0.05035,000.001,750.00- PekerjaHk0.14370,000.0010,010.00- TukangHk0.28591,000.0025,935.00- Kepala TukangHk0.02998,000.002,842.00- MandorHk0.00784,000.00588.0086,125.00

ANALISA HARGA SATUANPROVINSI:ACEHKABUPATEN:SABANGTAHUN ANGGARAN:2014PAKET PEKERJAAN:PENGADAAN DAN PEMASANGAN PAKET IPA 20 LPS DAN PIPA TRANSMISILOKASI:PELABUHAN CT3, KECAMATAN SUKAKARYA, SABANG

KODEHARGAJUMLAHANALISAURAIANSATUANKOEFISIENSATUANHARGA(Rp.)(Rp.)123456

K.1Pekerjaan KusenM3- Kayu Klas II (Kamper / Kruing / dll )M31.1004,500,000.004,950,000.00- Paku KayuKg3.00035,000.00105,000.00- PekerjaHk7.20070,000.00504,000.00- TukangHk24.00091,000.002,184,000.00- Kepala TukangHk2.40098,000.00235,200.00- MandorHk0.36084,000.0030,240.008,008,440.00K.2Pekerjaan Daun Pintu / Jendela double triplekM2- Multiplek 4 mmLembar1.00090,000.0090,000.00- Kayu Klas II (Kamper / Kruing / dll )M30.3904,500,000.001,755,000.00- Paku KayuKg0.10035,000.003,500.00- PekerjaHk0.35070,000.0024,500.00- TukangHk7.50091,000.00682,500.00- Kepala TukangHk0.10098,000.009,800.00- MandorHk0.01884,000.001,512.002,566,812.00K.3Pekerjaan Daun Pintu / Jendela panelM2- Kayu Klas II (Kamper / Kruing / dll )M30.0444,500,000.00198,000.00- Lem AibonKg0.10025,000.002,500.00- PekerjaHk1.00070,000.0070,000.00- TukangHk2.00091,000.00182,000.00- Kepala TukangHk0.20098,000.0019,600.00- MandorHk0.00584,000.00420.00472,520.00K.4Pekerjaan Daun Pintu / Jendela tralis besiBuah- Kayu Klas II (Kamper / Kruing / dll )M30.0454,500,000.00202,500.00- Paku KayuKg0.10035,000.003,500.00- Besi 10-100Kg3.00010,000.0030,000.00- PekerjaHk2.50070,000.00175,000.00- PekerjaHk7.50091,000.00682,500.00- Kepala TukangHk0.75098,000.0073,500.00- MandorHk0.12584,000.0010,500.001,177,500.00K.5Pekerjaan Daun Pintu / Jendela kaca rangka kayuM2- Kayu Klas II (Kamper / Kruing / dll )M30.3004,500,000.001,350,000.00- Paku KayuKg0.05035,000.001,750.00- PekerjaHk1.00070,000.0070,000.00- PekerjaHk2.70091,000.00245,700.00- Kepala TukangHk0.27098,000.0026,460.00- MandorHk0.05084,000.004,200.001,698,110.00K.6Pekerjaan Kaca BeningM2- Kayu Klas II (Kamper / Kruing / dll )M30.0354,500,000.00157,500.00- Kaca Bening 5 mmM21.040120,000.00124,800.00- Paku KayuKg0.01035,000.00350.00- PekerjaHk0.10070,000.007,000.00- TukangHk0.30091,000.0027,300.00- Kepala TukangHk0.03098,000.002,940.00- MandorHk0.05084,000.004,200.00324,090.00

ANALISA HARGA SATUANPROVINSI:ACEHKABUPATEN:SABANGTAHUN ANGGARAN:2014PAKET PEKERJAAN:PENGADAAN DAN PEMASANGAN PAKET IPA 20 LPS DAN PIPA TRANSMISILOKASI:PELABUHAN CT3, KECAMATAN SUKAKARYA, SABANG

KODEHARGAJUMLAHANALISAURAIANSATUANKOEFISIENSATUANHARGA(Rp.)(Rp.)123456

K.7Pekerjaan Kawat HarmonikaM2- Kawat HarmonikaM21.00020,000.0020,000.00- Paku KayuKg0.05035,000.001,750.00- PekerjaHk0.10070,000.007,000.00- TukangHk0.20091,000.0018,200.00- Kepala TukangHk0.01098,000.00980.00- MandorHk0.01084,000.00840.0048,770.00V.PEKERJAAN ATAPL.1Pasangan Atap Seng GelombangM2- Kayu Klas II (Kamper / Kruing / dll )M30.0044,500,000.0018,000.00- Seng Gelombang BJLS 30 8"Lembar0.40055,000.0022,000.00- Paku SengKg0.06030,000.001,800.00- PekerjaHk0.12570,000.008,750.00- TukangHk0.25091,000.0022,750.00- Kepala TukangHk0.02598,000.002,450.00- MandorHk0.00684,000.00504.0076,254.00L.1aBubungan Atap Seng GelombangM'- Rabung Seng BJLS 30 8"Lembar0.20025,000.005,000.00- Paku SengKg0.04030,000.001,200.00- PekerjaHk0.12570,000.008,750.00- TukangHk0.25091,000.0022,750.00- Kepala TukangHk0.02598,000.002,450.00- MandorHk0.00684,000.00504.0040,654.00L.3Pasangan Atap Asbes GelombangM2- Asbes Gelombang BesarLembar0.50080,000.0040,000.00- Baut Kap 1/2 - 8Buah2.0007,500.0015,000.00- PekerjaHk0.14070,000.009,800.00- TukangHk0.06791,000.006,097.00- Kepala TukangHk0.00798,000.00686.00- MandorHk0.00784,000.00588.0072,171.00L.3aNok Asbes GelombangM'- Karpus Asbes Gelombang BesarM'1.00095,000.0095,000.00- Baut Kap 1/2 - 8Buah4.0007,500.0030,000.00- PekerjaHk0.08470,000.005,880.00- TukangHk0.12591,000.0011,375.00- Kepala TukangHk0.01398,000.001,274.00- MandorHk0.00484,000.00336.00143,865.00L.4Plafond Multiplek dan RangkaM2- Kayu Klas II (Kamper / Kruing / dll )M30.0384,500,000.00171,000.00- Multiplek 4 mmLembar0.12590,000.0011,250.00- Paku KayuKg0.28035,000.009,800.00- PekerjaHk0.43070,000.0030,100.00- TukangHk0.60091,000.0054,600.00- Kepala TukangHk0.06098,000.005,880.00- MandorHk0.02284,000.001,848.00284,478.00

ANALISA HARGA SATUANPROVINSI:ACEHKABUPATEN:SABANGTAHUN ANGGARAN:2014PAKET PEKERJAAN:PENGADAAN DAN PEMASANGAN PAKET IPA 20 LPS DAN PIPA TRANSMISILOKASI:PELABUHAN CT3, KECAMATAN SUKAKARYA, SABANG

KODEHARGAJUMLAHANALISAURAIANSATUANKOEFISIENSATUANHARGA(Rp.)(Rp.)123456

L.7Talang TritisanM'- Seng Plat BJLS 30Lembar3.00060,000.00180,000.00- Paku SumbatBuah25.0001,000.0025,000.00- PekerjaHk3.00070,000.00210,000.00- TukangHk5.00091,000.00455,000.00- Kepala TukangHk0.50098,000.0049,000.00- MandorHk0.15084,000.0012,600.0010 m Talang Tritisan931,600.00 1 m Talang Tritisan93,160.00

L.8Talang Pembuangan AirM'- Seng Plat BJLS 30Lembar2.50060,000.00150,000.00- Paku SumbatBuah15.0001,000.0015,000.00- PekerjaHk2.25070,000.00157,500.00- TukangHk3.75091,000.00341,250.00- Kepala TukangHk0.37598,000.0036,750.00- MandorHk0.11084,000.009,240.0010 m Talang Pembuangan Air709,740.00 1 m Talang Pembuangan Air70,974.00

M.1Pekerjaan Konsul (atap seng gelombang)M2- Kerangka Atap SengM21.00080,000.0080,000.00- Pasangan Atap Seng GelombangM21.00058,254.0058,254.00138,254.00VI.PEKERJAAN CATN.1Pekerjaan Cat KayuM2- Cat KayuKg4.25040,000.00170,000.00- Cat MenieKg1.25022,000.0027,500.00- Dempul KayuKg0.80020,000.0016,000.00- Minyak CatLiter0.75015,000.0011,250.00- AmplasLembar2.0002,000.004,000.00- PekerjaHk2.00070,000.00140,000.00- TukangHk3.40091,000.00309,400.00- Kepala TukangHk0.03498,000.003,332.00- MandorHk0.10084,000.008,400.0010 m2 Pekerjaan Cat Kayu10 M2689,882.00Untuk 1 M2M268,988.20

N.2Pekerjaan Cat TembokM2- Cat TembokKg0.25035,000.008,750.00- PlamurKg0.07015,000.001,050.00- AmplasLembar0.0502,000.00100.00- PekerjaHk0.25070,000.0017,500.00- TukangHk0.15091,000.0013,650.00- Kepala TukangHk0.01598,000.001,470.00- MandorHk0.05084,000.004,200.0046,720.00

ANALISA HARGA SATUANPROVINSI:ACEHKABUPATEN:SABANGTAHUN ANGGARAN:2014PAKET PEKERJAAN:PENGADAAN DAN PEMASANGAN PAKET IPA 20 LPS DAN PIPA TRANSMISILOKASI:PELABUHAN CT3, KECAMATAN SUKAKARYA, SABANG

KODEHARGAJUMLAHANALISAURAIANSATUANKOEFISIENSATUANHARGA(Rp.)(Rp.)123456

N.3Pekerjaan Cat BesiM2- Cat BesiKg4.25045,000.00191,250.00- Cat MenieKg1.25022,000.0027,500.00- PlamurKg0.80015,000.0012,000.00- Minyak CatLiter0.75015,000.0011,250.00- AmplasLembar2.0002,000.004,000.00- PekerjaHk2.00070,000.00140,000.00- TukangHk3.40091,000.00309,400.00- Kepala TukangHk0.03498,000.003,332.00- MandorHk0.10084,000.008,400.0010 m2 Pekerjaan Cat Besi10 M2707,132.00Untuk 1 M2M270,713.20

VIIPEKERJAAN PERPIPAANVII.A.Penyambungan Pipa dan AccessoriesVII.A.1Penyambungan Pipa

Pa.1.10Penyambungan Pipa GIP 200 mm & 250 mmM'- Pengelasan KelilingM'1.413114,851.53162,285.21- PekerjaHk0.75070,000.0052,500.00- TukangHk0.52591,000.0047,775.00- MandorHk0.10584,000.008,820.00- Sewa Alat Perpipaan ( tracker & katrol )Hk0.17575,000.0013,125.006 m' Penyambungan Pipa GIP / GIP 200 mm & 250 mm6 M'284,505.21Biaya Penyambungan / M'M'47,417.54

Pa.1.11Penyambungan Pipa GIP 300 mm & 350 mmM'- Pengelasan KelilingM'2.041114,851.53234,411.97- PekerjaHk0.95070,000.0066,500.00- TukangHk0.66591,000.0060,515.00- MandorHk0.13384,000.0011,172.00- Sewa Alat Perpipaan ( tracker & katrol )Hk0.22275,000.0016,650.006 m' Penyambungan Pipa GIP / GIP 300 mm & 350 mm6 M'389,248.97Biaya Penyambungan / M'M'64,874.83

VII.A.2Penyambungan Accessories Statik(Bend, Tee, Reducer, Flange Socket, Flange Spigot,Valve Socket, Repair Socket, Giboult Joint, Dresset Joint,Clamp Sadle dan sejenisnya )

Pa.2.3Accessories Statik 100 mm & 150 mmBuah- PekerjaHk0.12570,000.008,750.00- TukangHk0.07591,000.006,825.00- MandorHk0.01584,000.001,260.00- Sewa Alat Perpipaan ( tracker & Katrol )Hk0.03875,000.002,850.0019,685.00Pa.2.4Accessories Statik 200 mm & 250 mmBuah- PekerjaHk0.17570,000.0012,250.00- TukangHk0.10591,000.009,555.00- MandorHk0.02184,000.001,764.00- Sewa Alat Perpipaan ( tracker & Katrol )Hk0.05375,000.003,975.0027,544.00

ANALISA HARGA SATUANPROVINSI:ACEHKABUPATEN:SABANGTAHUN ANGGARAN:2014PAKET PEKERJAAN:PENGADAAN DAN PEMASANGAN PAKET IPA 20 LPS DAN PIPA TRANSMISILOKASI:PELABUHAN CT3, KECAMATAN SUKAKARYA, SABANG

KODEHARGAJUMLAHANALISAURAIANSATUANKOEFISIENSATUANHARGA(Rp.)(Rp.)123456

Pa.2.5Accessories Statik 300 mm & 350 mmBuah- PekerjaHk0.30070,000.0021,000.00- TukangHk0.18091,000.0016,380.00- MandorHk0.03684,000.003,024.00- Sewa Alat Perpipaan ( tracker & Katrol )Hk0.18075,000.0013,500.0053,904.00VII.A.3Penyambungan Accessories Mekanik( Gate Valve, Water Meter, Check Valve, Butterfly Valve, dan sejenisnya )

Pa.3.3Accessories Mekanik 100 mm & 150 mmBuah- PekerjaHk0.25070,000.0017,500.00- TukangHk0.15091,000.0013,650.00- MandorHk0.03084,000.002,520.00- Sewa Alat Perpipaan ( tracker & Katrol )Hk0.07575,000.005,625.0039,295.00Pa.3.4Accessories Mekanik 200 mm & 250 mmBuah- PekerjaHk0.35070,000.0024,500.00- TukangHk0.21091,000.0019,110.00- MandorHk0.04284,000.003,528.00- Sewa Alat Perpipaan ( tracker & Katrol )Hk0.10575,000.007,875.0055,013.00Pa.3.5Accessories Mekanik 300 mm & 350 mmBuah- PekerjaHk0.90070,000.0063,000.00- TukangHk0.54091,000.0049,140.00- MandorHk0.10884,000.009,072.00- Sewa Alat Perpipaan ( tracker & Katrol )Hk0.54075,000.0040,500.00161,712.00VII.A.4Pemasangan Flange Las

Pa.4.5Flange Las 200 mmBuah- Penyambungan Flange LasBuah1.00045,000.0045,000.00- Pengelasan Keliling 2 xM'1.256287,128.82360,633.80405,633.80Pa.4.6Flange Las 250 mmBuah- Penyambungan Flange LasBuah1.00045,000.0045,000.00- Pengelasan Keliling 2 xM'1.570287,128.82450,792.25495,792.25Pa.4.7Flange Las 300 mmBuah- Penyambungan Flange LasBuah1.00045,000.0045,000.00- Pengelasan Keliling 2 xM'1.884287,128.82540,950.70585,950.70VII.BPemasangan PipaVII.B.1Pemasangan Pipa HDPE dan Accessories Pada Tanah NormalPb.1.5Pemasangan Pipa PVC 100 mmM'- Galian Tanah BiasaM30.65854,600.0035,926.80- Urugan Tanah KembaliM30.78949,999.5339,449.63- Buang TanahM30.00.00.0- Penyambungan PipaM'1.0007,500.007,500.0082,876.43Pb.1.6Pemasangan Pipa PVC 150 mmM'- Galian Tanah BiasaM30.94854,600.0051,760.80- Urugan Tanah KembaliM31.13749,999.5356,849.47- Buang TanahM30.00.00.0- Penyambungan PipaM'1.0007,500.007,500.00116,110.27ANALISA HARGA SATUANPROVINSI:ACEHKABUPATEN:SABANGTAHUN ANGGARAN:2014PAKET PEKERJAAN:PENGADAAN DAN PEMASANGAN PAKET IPA 20 LPS DAN PIPA TRANSMISILOKASI:PELABUHAN CT3, KECAMATAN SUKAKARYA, SABANG

KODEHARGAJUMLAHANALISAURAIANSATUANKOEFISIENSATUANHARGA(Rp.)(Rp.)123456

VII.B.2Pemasangan Pipa GIP Pada Tanah Normal

Pb.2.7Pemasangan Pipa GIP 200 mmM'- Galian Tanah BiasaM31.18654,600.0064,755.60- Urugan Tanah KembaliM31.42449,999.5371,199.33- Buang TanahM30.00.00.0- Penyambungan PipaM'1.00035,000.0035,000.00170,954.93Pb.2.8Pemasangan Pipa GIP 250 mmM'- Galian Tanah BiasaM31.44954,600.0079,115.40- Urugan Tanah KembaliM31.73949,999.5386,949.19- Buang TanahM30.00.00.0- Penyambungan PipaM'1.00035,000.0035,000.00201,064.59Pb.2.9Pemasangan Pipa GIP 300 mmM'- Galian Tanah BiasaM31.69154,600.0092,328.60- Urugan Tanah KembaliM32.02949,999.53101,449.05- Buang TanahM30.00.00.0- Penyambungan PipaM'1.00035,000.0035,000.00228,777.65VII.B.4Pemasangan Pipa GIP dan Accessories Pada Tanah Jalan Hotmix

Pb.4.6Pemasangan Pipa GIP 150 mmM'- Pembongkaran Jalan HotmixM30.948361,879.23343,061.51- Galian Tanah BerbatuM30.090105,420.009,487.80- Urugan Tanah KembaliM30.10849,999.535,399.95- Buangan TanahM30.00.00.0- Pemulihan Jalan HotmixM20.090500,000.0045,000.00- Penyambungan PipaM'1.0007,500.007,500.00410,449.26VII.DPengetesan dan Pengurasan / Desinfektasi PipaVII.D.1Pengetesan Pipa

Pd.1.3Pengetesan Pipa 100 mmM'- Air BersihM34.39625,000.00109,900.00- PekerjaHk0.18870,000.0013,160.00- TukangHk0.07591,000.006,825.00- MandorHk0.03884,000.003,192.00- Sewa Alat Pengetesan PipaHk1.50075,000.00112,500.00200 M' Pengetesan pipa 100 mm200 M'245,577.00Biaya Pengetesan Pipa / M'M'1,227.89

Pd.1.4Pengetesan Pipa 150 mmM'- Air BersihM39.89125,000.00247,275.00- PekerjaHk0.26370,000.0018,410.00- TukangHk0.10591,000.009,555.00- MandorHk0.05384,000.004,452.00- Sewa Alat Pengetesan PipaHk1.75075,000.00131,250.00200 M' Pengetesan pipa 150 mm200 M'410,942.00Biaya Pengetesan Pipa / M'M'2,054.71

ANALISA HARGA SATUANPROVINSI:ACEHKABUPATEN:SABANGTAHUN ANGGARAN:2014PAKET PEKERJAAN:PENGADAAN DAN PEMASANGAN PAKET IPA 20 LPS DAN PIPA TRANSMISILOKASI:PELABUHAN CT3, KECAMATAN SUKAKARYA, SABANG

KODEHARGAJUMLAHANALISAURAIANSATUANKOEFISIENSATUANHARGA(Rp.)(Rp.)123456

Pd.1.5Pengetesan Pipa 200 mmM'- Air BersihM317.58425,000.00439,600.00- PekerjaHk0.36370,000.0025,410.00- TukangHk0.14591,000.0013,195.00- MandorHk0.07384,000.006,132.00- Sewa Alat Pengetesan PipaHk2.00075,000.00150,000.00200 M' Pengetesan pipa 200 mm200 M'634,337.00Biaya Pengetesan Pipa / M'M'3,171.69

Pd.1.6Pengetesan Pipa 250 mmM'- Air BersihM327.47525,000.00686,875.00- PekerjaHk0.47570,000.0033,250.00- TukangHk0.19091,000.0017,290.00- MandorHk0.09584,000.007,980.00- Sewa Alat Pengetesan PipaHk2.25075,000.00168,750.00200 M' Pengetesan pipa 250 mm200 M'914,145.00Biaya Pengetesan Pipa / M'M'4,570.73

Pd.1.7Pengetesan Pipa 300 mmM'- Air BersihM339.56425,000.00989,100.00- PekerjaHk0.60070,000.0042,000.00- TukangHk0.24091,000.0021,840.00- MandorHk0.12084,000.0010,080.00- Sewa Alat Pengetesan PipaHk2.50075,000.00187,500.00200 M' Pengetesan pipa 300 mm200 M'1,250,520.00Biaya Pengetesan Pipa / M'M'6,252.60

VII.D.2Pengurasan dan Desinfeksi Pipa

Pd.2.3Pengurasan dan Desinfeksi Pipa 100 mmM'- Air BersihM34.39625,000.00109,900.00- Kaporit 60 % 10 ppmKg0.0758,500.00637.50- PekerjaHk0.18870,000.0013,160.00- TukangHk0.07591,000.006,825.00- MandorHk0.03884,000.003,192.00- Sewa Alat Pengetesan PipaHk0.75075,000.0056,250.00200 M' Pengurasan dan Desinfeksi pipa 100 mm200 M'189,964.50Biaya Pengurasan dan Desinfeksi Pipa / M'M'949.82

Pd.2.4Pengurasan dan Desinfeksi Pipa 150 mmM'- Air BersihM39.89125,000.00247,275.00- Kaporit 60 % 10 ppmKg0.1688,500.001,428.00- PekerjaHk0.26370,000.0018,410.00- TukangHk0.10591,000.009,555.00- MandorHk0.05384,000.004,452.00- Sewa Alat Pengetesan PipaHk0.87575,000.0065,625.00200 M' Pengurasan dan Desinfeksi pipa 150 mm200 M'346,745.00Biaya Pengurasan dan Desinfeksi Pipa / M'M'1,733.73

ANALISA HARGA SATUANPROVINSI:ACEHKABUPATEN:SABANGTAHUN ANGGARAN:2014PAKET PEKERJAAN:PENGADAAN DAN PEMASANGAN PAKET IPA 20 LPS DAN PIPA TRANSMISILOKASI:PELABUHAN CT3, KECAMATAN SUKAKARYA, SABANG

KODEHARGAJUMLAHANALISAURAIANSATUANKOEFISIENSATUANHARGA(Rp.)(Rp.)123456

Pd.2.5Pengurasan dan Desinfeksi Pipa 200 mmM'- Air BersihM317.58425,000.00439,600.00- Kaporit 60 % 10 ppmKg0.2998,500.002,541.50- PekerjaHk0.36370,000.0025,410.00- TukangHk0.14591,000.0013,195.00- MandorHk0.07384,000.006,132.00- Sewa Alat Pengetesan PipaHk1.00075,000.0075,000.00200 M' Pengurasan dan Desinfeksi pipa 200 mm200 M'561,878.50Biaya Pengurasan dan Desinfeksi Pipa / M'M'2,809.39

Pd.2.6Pengurasan dan Desinfeksi Pipa 250 mmM'- Air BersihM327.47525,000.00686,875.00- Kaporit 60 % 10 ppmKg0.4678,500.003,969.50- PekerjaHk0.47570,000.0033,250.00- TukangHk0.19091,000.0017,290.00- MandorHk0.09584,000.007,980.00- Sewa Alat Pengetesan PipaHk1.12575,000.0084,375.00200 M' Pengurasan dan Desinfeksi pipa 250 mm200 M'833,739.50Biaya Pengurasan dan Desinfeksi Pipa / M'M'4,168.70

Pd.2.7Pengurasan dan Desinfeksi Pipa 300 mmM'- Air BersihM339.56425,000.00989,100.00- Kaporit 60 % 10 ppmKg0.6738,500.005,720.50- PekerjaHk0.60070,000.0042,000.00- TukangHk0.24091,000.0021,840.00- MandorHk0.12084,000.0010,080.00- Sewa Alat Pengetesan PipaHk1.25075,000.0093,750.00200 M' Pengurasan dan Desinfeksi pipa 300 mm200 M'1,162,490.50Biaya Pengurasan dan Desinfeksi Pipa / M'M'5,812.45

IXPEKERJAAN ELECTRICALEI. 1Pemasangan Panel IndukUnit- Tukang ListrikHk8.50091,000.00773,500.00- Kepala Tukang ListrikHk7.50098,000.00735,000.00- MandorHk5.00084,000.00420,000.001,928,500.00EI. 1.aPemasangan Genset Kapasitas 135 KVA, 3 x 380 V , 50 HzUnit- Tukang ListrikHk12.75091,000.001,160,250.00- Kepala Tukang ListrikHk11.25098,000.001,102,500.00- MandorHk7.50084,000.00630,000.002,892,750.00EI. 1.bPemasangan Tangki Penimbun Solar 5000 liter Beserta PerlengkapannyaUnit- Tukang ListrikHk6.00091,000.00546,000.00- Kepala Tukang ListrikHk5.00098,000.00490,000.00- MandorHk2.75084,000.00231,000.00- ExcavatorJam4.000522,551.082,090,204.33- Alat BantuLs1.00025,000.0025,000.003,382,204.33EI. 2Pemasangan Panel Pompa Intake / DistribusiUnit- Tukang ListrikHk6.00091,000.00546,000.00- Kepala Tukang ListrikHk5.00098,000.00490,000.00- MandorHk2.75084,000.00231,000.001,267,000.00

ANALISA HARGA SATUANPROVINSI:ACEHKABUPATEN:SABANGTAHUN ANGGARAN:2014PAKET PEKERJAAN:PENGADAAN DAN PEMASANGAN PAKET IPA 20 LPS DAN PIPA TRANSMISILOKASI:PELABUHAN CT3, KECAMATAN SUKAKARYA, SABANG

KODEHARGAJUMLAHANALISAURAIANSATUANKOEFISIENSATUANHARGA(Rp.)(Rp.)123456

EI. 3Pemasangan Panel Pompa DozingUnit- Tukang ListrikHk1.50091,000.00136,500.00- Kepala Tukang ListrikHk1.10098,000.00107,800.00- MandorHk0.50084,000.0042,000.00286,300.00

EI. 4Pemasangan Panel Lampu PeneranganUnit- Tukang ListrikHk0.75091,000.0068,250.00- Kepala Tukang ListrikHk0.50098,000.0049,000.00- MandorHk0.10084,000.008,400.00125,650.00

EI. 5Pemasangan Kabel NYY 4 x 70, NYFGBy 3 x 2,5M'- Tukang ListrikHk0.11091,000.0010,010.00- Kepala Tukang ListrikHk0.04098,000.003,920.00- MandorHk0.01584,000.001,260.0015,190.00

EI. 6Pemasangan Kabel NYY 4 x 35M'- Tukang ListrikHk0.07091,000.006,370.00- Kepala Tukang ListrikHk0.02598,000.002,450.00- MandorHk0.01084,000.00840.009,660.00

EI. 7Pemasangan Kabel NYY 4 x 4, NYY 3 x 2,5M'- Tukang ListrikHk0.02591,000.002,275.00- Kepala Tukang ListrikHk0.01098,000.00980.00- MandorHk0.00684,000.00504.003,759.00

EI. 8Pemasangan Kabel NYFGBy 2 x ( 4 x 6 )M'- Tukang ListrikHk0.10091,000.009,100.00- Kepala Tukang ListrikHk0.08098,000.007,840.00- MandorHk0.04084,000.003,360.0020,300.00EI. 9Pemasangan Kabel NYY 2 x ( 4 x 16 )M'- Tukang ListrikHk0.07591,000.006,825.00- Kepala Tukang ListrikHk0.04098,000.003,920.00- MandorHk0.02084,000.001,680.0012,425.00EI. 10Pemasangan Fleksible Conduit, lampu dan saklarTitik- Tukang ListrikHk0.03591,000.003,185.00- Kepala Tukang ListrikHk0.01598,000.001,470.00- MandorHk0.00584,000.00420.005,075.00

KABELKabel NYY 4C x 4 mm2No.UraianKuantitasVolumeKoefisienHargaJumlah1Material-NYY 4C x 4 mm2M'1134,000.0034,000.00-Consumable / equipmentLs10.123,400.00408.002Upah-PekerjaOrang10.21670,000.0015,120.00-TukangOrang10.3691,000.0032,760.00-Kepala TukangOrang10.03698,000.003,528.00-MandorOrang10.010884,000.00907.20Jumlah Total86,723.20Kabel NYM 3C x 2,5 mm2No.UraianKuantitasVolumeKoefisienHargaJumlah1Material-NYM 3C x 2,5 mm2M'1112,750.0012,750.00-Consumable / equipmentLs10.121,275.00153.002Upah-PekerjaOrang10.21670,000.0015,120.00-TukangOrang10.3691,000.0032,760.00-Kepala TukangOrang10.03698,000.003,528.00-MandorOrang10.010884,000.00907.20Jumlah Total65,218.20Kabel NYY 4C x 35 mm2No.UraianKuantitasVolumeKoefisienHargaJumlah1Material-NYY 4C x 35 mm2M'11135,000.00135,000.00-Consumable / equipmentLs10.1213,500.001,620.002Upah-PekerjaOrang10.21670,000.0015,120.00-TukangOrang10.3691,000.0032,760.00-Kepala TukangOrang10.03698,000.003,528.00-MandorOrang10.010884,000.00907.20Jumlah Total188,935.20Kabel NYFGbY 4C x 35 mm2No.UraianKuantitasVolumeKoefisienHargaJumlah1Material-NYFGbY 4C x 35 mm2M'11250,000.00250,000.00-Consumable / equipmentLs10.1225,000.003,000.002Upah-PekerjaOrang10.21670,000.0015,120.00-TukangOrang10.3691,000.0032,760.00-Kepala TukangOrang10.03698,000.003,528.00-MandorOrang10.010884,000.00907.20Jumlah Total305,315.20Kabel NYFGbY 4C x 16 mm2No.UraianKuantitasVolumeKoefisienHargaJumlah1Material-NYFGbY 4C x 16 mm2M'11100,000.00100,000.00-Consumable / equipmentLs10.1210,000.001,200.002Upah-PekerjaOrang10.21670,000.0015,120.00-TukangOrang10.3691,000.0032,760.00-Kepala TukangOrang10.03698,000.003,528.00-MandorOrang10.010884,000.00907.20Jumlah Total153,515.20KABELKabel NYFGbY 4C x 10 mm2No.UraianKuantitasVolumeKoefisienHargaJumlah1Material-NYFGbY 4C x 10 mm2M'1162,500.0062,500.00-Consumable / equipmentLs10.126,250.00750.002Upah-PekerjaOrang10.21670,000.0015,120.00-TukangOrang10.3691,000.0032,760.00-Kepala TukangOrang10.03698,000.003,528.00-MandorOrang10.010884,000.00907.20Jumlah Total115,565.20Kabel NYFGbY 4C x 6 mm2No.UraianKuantitasVolumeKoefisienHargaJumlah1Material-NYFGbY 4C x 6 mm2M'1152,500.0052,500.00-Consumable / equipmentLs10.125,250.00630.002Upah-PekerjaOrang10.21670,000.0015,120.00-TukangOrang10.3691,000.0032,760.00-Kepala TukangOrang10.03698,000.003,528.00-MandorOrang10.010884,000.00907.20Jumlah Total105,445.20Kabel NYFGbY 3C x 4 mm2No.UraianKuantitasVolumeKoefisienHargaJumlah1Material-NYFGbY 3C x 4 mm2M'1129,000.0029,000.00-Consumable / equipmentLs10.122,900.00348.002Upah-PekerjaOrang10.21670,000.0015,120.00-TukangOrang10.3691,000.0032,760.00-Kepala TukangOrang10.03698,000.003,528.00-MandorOrang10.010884,000.00907.20Jumlah Total81,663.20Kabel NYFGbY 4C x 95 mm2No.UraianKuantitasVolumeKoefisienHargaJumlah1Material-NYFGbY 4C x 95 mm2M'11400,000.00400,000.00-Consumable / equipmentLs10.1240,000.004,800.002Upah-PekerjaOrang10.21670,000.0015,120.00-TukangOrang10.3691,000.0032,760.00-Kepala TukangOrang10.03698,000.003,528.00-MandorOrang10.010884,000.00907.20Jumlah Total457,115.20Kabel NYFGbY 4C x 150 mm2No.UraianKuantitasVolumeKoefisienHargaJumlah1Material-NYFGbY 4C x 150 mm2M'11715,000.00715,000.00-Consumable / equipmentLs10.1271,500.008,580.002Upah-PekerjaOrang10.21670,000.0015,120.00-TukangOrang10.3691,000.0032,760.00-Kepala TukangOrang10.03698,000.003,528.00-MandorOrang10.010884,000.00907.20Jumlah Total775,895.20KABELKabel NYY 1C x 240 mm2No.UraianKuantitasVolumeKoefisienHargaJumlah1Material-NYY 1C x 240 mm2M'11400,000.00400,000.00-Consumable / equipmentLs10.1240,000.004,800.002Upah-PekerjaOrang10.21670,000.0015,120.00-TukangOrang10.3691,000.0032,760.00-Kepala TukangOrang10.03698,000.003,528.00-MandorOrang10.010884,000.00907.20Jumlah Total457,115.20Kabel NYY 4C x 4 mm2No.UraianKuantitasVolumeKoefisienHargaJumlah1Material-NYY 4C x 4 mm2M'1134,000.0034,000.00-Consumable / equipmentLs10.123,400.00408.002Upah-PekerjaOrang10.21670,000.0015,120.00-TukangOrang10.3691,000.0032,760.00-Kepala TukangOrang10.03698,000.003,528.00-MandorOrang10.010884,000.00907.20Jumlah Total86,723.20Kabel NYY 4C x 6 mm2No.UraianKuantitasVolumeKoefisienHargaJumlah1Material-NYY 4C x 6 mm2M'1154,000.0054,000.00-Consumable / equipmentLs10.125,400.00648.002Upah-PekerjaOrang10.21670,000.0015,120.00-TukangOrang10.3691,000.0032,760.00-Kepala TukangOrang10.03698,000.003,528.00-MandorOrang10.010884,000.00907.20Jumlah Total106,963.20Kabel NYY 4C x 10 mm2No.UraianKuantitasVolumeKoefisienHargaJumlah1Material-NYY 4C x 10 mm2M'1185,000.0085,000.00-Consumable / equipmentLs10.128,500.001,020.002Upah-PekerjaOrang10.21670,000.0015,120.00-TukangOrang10.3691,000.0032,760.00-Kepala TukangOrang10.03698,000.003,528.00-MandorOrang10.010884,000.00907.20Jumlah Total138,335.20KABELKabel NYY 3 x 4 sqmm2No.UraianKuantitasVolumeKoefisienHargaJumlah1Material-NYY 10C x 10 mm2M'11505,000.00505,000.00-Consumable / equipmentLs10.1250,500.006,060.002Upah-PekerjaOrang10.21670,000.0015,120.00-TukangOrang10.3691,000.0032,760.00-Kepala TukangOrang10.03698,000.003,528.00-MandorOrang10.010884,000.00907.20Jumlah Total563,375.20Kabel FRC 4C x 185 mm2No.UraianKuantitasVolumeKoefisienHargaJumlah1Material-FRC 4C x 185 mm2M'111,100,000.001,100,000.00-Consumable / equipmentLs10.12110,000.0013,200.002Upah-PekerjaOrang10.21670,000.0015,120.00-TukangOrang10.3691,000.0032,760.00-Kepala TukangOrang10.03698,000.003,528.00-MandorOrang10.010884,000.00907.20Jumlah Total1,165,515.20Kabel FRC 4C x 150 mm2No.UraianKuantitasVolumeKoefisienHargaJumlah1Material-FRC 4C x 150 mm2M'111,000,000.001,000,000.00-Consumable / equipmentLs10.12100,000.0012,000.002Upah-PekerjaOrang10.21670,000.0015,120.00-TukangOrang10.3691,000.0032,760.00-Kepala TukangOrang10.03698,000.003,528.00-MandorOrang10.010884,000.00907.20Jumlah Total1,064,315.20FRC 2 x 3C x 150 mm2No.UraianKuantitasVolumeKoefisienHargaJumlah1Material-FRC 4C x 150 mm2M'111,100,000.001,100,000.00-Consumable / equipmentLs10.12110,000.0013,200.002Upah-PekerjaOrang10.21670,000.0015,120.00-TukangOrang10.3691,000.0032,760.00-Kepala TukangOrang10.03698,000.003,528.00-MandorOrang10.010884,000.00907.20Jumlah Total1,165,515.20FRC 2 x 3C x 4 mm2No.UraianKuantitasVolumeKoefisienHargaJumlah1Material-FRC 4C x 150 mm2M'1128,000.0028,000.00-Consumable / equipmentLs10.122,800.00336.002Upah-PekerjaOrang10.21670,000.0015,120.00-TukangOrang10.3691,000.0032,760.00-Kepala TukangOrang10.03698,000.003,528.00-MandorOrang10.010884,000.00907.20Jumlah Total80,651.20KABELKabel FRC 3C x 4 sqmm2No.UraianKuantitasVolumeKoefisienHargaJumlah1Material-FRC 4C x 4 mm2M'1130,000.0030,000.00-Consumable / equipmentLs10.123,000.00360.002Upah-PekerjaOrang10.21670,000.0015,120.00-TukangOrang10.3691,000.0032,760.00-Kepala TukangOrang10.03698,000.003,528.00-MandorOrang10.010884,000.00907.20Jumlah Total82,675.20Kabel TRAY 600 x 100 mm2No.UraianKuantitasVolumeKoefisienHargaJumlah1Material-Kabel TRAY 600 x 100 mmM'11210,000.00210,000.00-Consumable / equipmentLs10.1221,000.002,520.002Upah-PekerjaOrang10.21670,000.0015,120.00-TukangOrang10.3691,000.0032,760.00-Kepala TukangOrang10.03698,000.003,528.00-MandorOrang10.010884,000.00907.20Jumlah Total264,835.20LAMPULampu TL5 2 x 28 WNo.UraianKuantitasVolumeKoefisienHargaJumlah1Material-Lampu TL5 2 x 28 WBuah1735,000.00735,000.00-Fitting Ballast, Bohlamp, StarterSet1112,500.00112,500.00-CapasitorBuah212,500.0025,000.00Jumlah Total872,500.00Lampu TL5 1 x 28 WNo.UraianKuantitasVolumeKoefisienHargaJumlah1Material-Lampu TL5 1 x 28 WBuah1400,000.00400,000.00-Fitting Ballast, Bohlamp, StarterSet1112,500.00112,500.00-CapasitorBuah112,500.0012,500.00Jumlah Total525,000.00Lampu Down Light PLC 18 WNo.UraianKuantitasVolumeKoefisienHargaJumlah1Material-Lampu Down Light PCL 18 WBuah1100,000.00100,000.00-Fitting Ballast, Bohlamp, StarterSet1115,280.00115,280.00

Jumlah Total215,280.00Lampu Down Light PLC 13 WNo.UraianKuantitasVolumeKoefisienHargaJumlah1Material-Lampu Down Light PCL 13 WBuah195,000.0095,000.00-Fitting Ballast, Bohlamp, StarterSet1115,280.00115,280.00

Jumlah Total210,280.00Titik Lampu TL5 & Down LightNo.UraianKuantitasVolumeKoefisienHargaJumlah1Material-Kabel NYM 3 x 2,5 mm2M'7.0013,000.0091,000.00-Konduit Clipsal 20 mmM'7.0010,500.0073,500.00-Flexible Konduit Clipsal 20 mmM'1.5011,750.0017,625.00-Juction Box 20 mm 1 WayBuah1.003,750.003,750.00-Juction Box 20 mm 3 WayBuah1.003,750.003,750.00-Expansion CouplingBuah1.002,150.002,150.00-Bends / ElbowBuah1.001,650.001,650.00-Saddle / ClampBuah15.00535.008,025.00-Fisher / PakuBuah30.00415.0012,450.00-Glands 20 mmBuah2.008,250.0016,500.00-Doors / FrameBuah1.004,000.004,000.00Jumlah Total234,400.00Titik Instalasi Stop KontakNo.UraianKuantitasVolumeKoefisienHargaJumlah1Material-Kabel NYM 3 x 2,5 mm2M'10.0013,000.00130,000.00-Konduit Clipsal 20 mmM'10.0010,500.00105,000.00-Juction Box 20 mm 1 WayBuah1.003,750.003,750.00-Juction Box 20 mm 3 WayBuah1.003,750.003,750.00-Expansion CouplingBuah1.002,150.002,150.00-Bends / ElbowBuah1.001,650.001,650.00-Saddle / ClampBuah15.00535.008,025.00-Fisher / PakuBuah30.00415.0012,450.00-Glands 20 mmBuah2.008,250.0016,500.00-Doors / FrameBuah1.004,000.004,000.00

Jumlah Total287,275.00

DKHDAFTAR KUANTITAS DAN HARGAPEMBANGUNAN TERMINAL CONTAINER CT - 3PROPINSI:AcehKOTA:SabangPULAU:WehTAHUN ANGGARAN:2014PAKET PEKERJAAN:Pembangunan Terminal Container CT - 3A. PEKERJAAN PERSIAPAN

HARGAJUMLAHNo.URAIAN PEKERJAANSATUANVOLUMESATUANHARGA(Rp)(Rp)

A.PEKERJAAN PERSIAPAN1Papan Nama ProyekUnit2.00499,250.00998,500.002Mobilisasi dan DemobilisasiLs1.00162,775,000.00162,775,000.003Bongkaran Bangunan LamaLs1.0075,000,000.0075,000,000.004PengukuranLs1,405.0048,552.0068,215,560.005Administrasi dan DokumentasiLs1.0025,000,000.0025,000,000.00

T O T A L (A)331,989,060.00

DAFTAR KUANTITAS DAN HARGAPEMBANGUNAN TERMINAL CONTAINER CT - 3PROPINSI:AcehKOTA:SabangPULAU:WehTAHUN ANGGARAN:2014PAKET PEKERJAAN:Pekerjaan Timbunan Batu, Tanah dan Paving BlockB. PEKERJAAN TIMBUNAN DAN PAVING

HARGAJUMLAHNo.URAIAN PEKERJAANSATUANVOLUMESATUANHARGA(Rp)(Rp)

A.PEKERJAAN PEMBONGKARAN TIMBUNAN DI BATU1Timbunan Batu Ukuran 20-40 Kg/UnitM31,470.00148,009.86217,574,494.202Timbunan Batu Ukuran 80-100 Kg/UnitM31,200.00148,009.86177,611,832.00Sub Jumlah - A395,186,326.20

B.PEKERJAAN TIMBUNAN DI BATU1Timbunan Untuk Revetmenta. Timbunan Batu Ukuran 20-40 Kg/UnitM31,181.25572,912.84676,753,292.25b. Timbunan Batu Ukuran 80-100 Kg/UnitM31,290.00593,616.44765,765,207.602GeotextileM2720.0083,700.0060,264,000.00Sub Jumlah - B1,502,782,499.85

C.PEKERJAAN TANAH1Pemotongan Tanah ( Cutting ) dan Pembuangan ke Disposal Area ( 2Km )M35,451.17174,959.67953,734,904.312Pemotongan Tanah ( Cutting ) dan Pembuangan SetempatM327,255.8368,659.401,871,368,934.303Pemadatan TanahM327,255.8315,829.77431,453,520.064Timbunan Urugan Pilihan / Sirtu untuk Container YardM380,356.17313,823.4125,217,647,283.94Sub Jumlah - C28,474,204,642.61

D.PEKERJAAN PAVING BLOCK1Lantai Kerja Beton K-175, t = 21 cmM37,597.801,430,205.7510,866,417,247.352Pasir Urug dipadatkan, t = 10 cmM31,828.15237,985.60435,073,374.643Paving Block Ukuran 10 x 20 x 10 ( K - 450 )M236,180.00340,826.1012,331,088,298.004CansteenM345.301,903,425.4186,225,171.07Sub Jumlah - D23,718,804,091.06

E.PEKERJAAN DRAINASE1Pasir Urug, t = 10 cmM3113.00236,596.4226,735,395.462Lantai Kerja, t = 5 cmM356.501,184,510.0166,924,815.573Beton K - 300 untuk SaluranM3237.301,518,902.89360,435,655.804Pembesian Beton K - 300 untuk SaluranKg33,947.0417,172.50582,955,544.405GalianM31,695.0076,755.78130,101,047.106Timbunan KembaliM3565.0021,012.2411,871,915.60Sub Jumlah - E1,179,024,373.92

TOTAL (B)55,270,001,933.65

DAFTAR KUANTITAS DAN HARGAPEMBANGUNAN TERMINAL CONTAINER CT - 3PROPINSI:AcehKOTA:SabangPULAU:WehTAHUN ANGGARAN:2014PAKET PEKERJAAN:Pengadaan dan Pemasangan Paket IPA 20 LPS dan Pipa TransmisiC. PENGADAAN DAN PEMASANGAN PAKET IPA 20 LPS DAN PIPA TRANSMISI

HARGAJUMLAHNo.URAIAN PEKERJAANVOLUMEANALISASATUANHARGA(Rp)(Rp)

A.PEMASANGAN PAKET IPA BAJA 2 X 10 LPS1Pengadaan dan Pemasangan IPA 2 x 10 LPS2.00UnitTerlampir2,227,500,000.004,455,000,000.00Besi ok2Reservoar 200 m31.00UnitTerlampir388,588,930.24388,588,930.24Tidak3Tangki BBM bulanan lengkap dengan pondasi1.00LsTerlampir41,633,054.4241,633,054.42Tidak4Perpipaan1.00UnitTerlampir98,814,364.5298,814,364.52Tidak5Water meter Induk dan Accessories1.00UnitTerlampir37,761,861.1937,761,861.19Tidak6Alat Laboratorium + Jartest1.00UnitTerlampir64,130,000.0064,130,000.00Tidak7Alat Komunikasi / rig 2 m lengkap dgn. Antene dan baterai4.00UnitDitaksir14,000,000.0056,000,000.00Besi ok8Bangunan Operasional ( Kantor, Ruang Dozing, Laboratorium1.00UnitTerlampir153,127,056.56153,127,056.56dan Ruang GensetBelum ok9Rumah Genset1.00UnitTerlampir277,615,018.67277,615,018.67Besi ok10Rumah Pompa1.00UnitTerlampir179,208,289.16179,208,289.16Belum ok11Septictank1.00UnitTerlampir14,255,287.0114,255,287.0112Halaman Parkir1.00UnitTerlampir83,172,495.7583,172,495.75JUMLAH A5,849,306,357.52

B.CHECK DAM DAN BAK PENAMPUNGBesi ok1Check Dam1.00UnitTerlampir1,158,809,569.341,158,809,569.34Tidak2Bak Penampung1.00UnitTerlampir107,457,043.24107,457,043.24JUMLAH B1,266,266,612.58

C.RESERVOAR1Reservoar 200 m32.00UnitTerlampir388,588,930.24777,177,860.48JUMLAH C777,177,860.48

D.JARINGAN PIPA1Jaringan Pipa1.00UnitTerlampir1,117,335,332.141,117,335,332.14JUMLAH D1,117,335,332.14

E.MEKANIKAL ELEKTRIKAL1IPA1.00UnitTerlampir593,179,027.29593,179,027.292RESERVOAR1.00UnitTerlampir191,650,682.29191,650,682.29JUMLAH E784,829,709.58

F.PEKERJAAN LAIN-LAIN1Pelaporan dan Dokumentasi1.00LsDitaksir15,000,000.0015,000,000.00JUMLAH F15,000,000.00

TOTAL (C)9,809,915,872.30

DAFTAR KUANTITAS DAN HARGAPEMBANGUNAN TERMINAL CONTAINER CT - 3PROPINSI:AcehKOTA:SabangPULAU:WehTAHUN ANGGARAN:2014PAKET PEKERJAAN:Box Culvert, Talud dan Perkerasan JalanD. BOX CULVERT, TALUD DAN PERKERASAN JALAN

HARGAJUMLAHNo.URAIAN PEKERJAANSATUANVOLUMESATUANHARGA(Rp)(Rp)

A.PEKERJAAN BOX CULVERT1Pemancangan Tiang Pancang 80 cmM'525.00314,184.33164,946,773.252Pecah Kepala Tiang PancangBh78.00175,000.0013,650,000.003Pasir Urug, t = 10 cmM3105.00238,996.4225,094,624.104Lantai Kerja, t = 10 cmM3105.001,184,510.01124,373,551.055Beton Box Culvert K - 300M31,653.751,518,902.892,511,885,654.346Pembesian Beton Box Culvert K - 300Kg281,137.5017,172.504,827,833,718.757Balok Beton 0,40 x 0,35M398.421,518,902.89149,490,422.438Pembesian Balok Beton 0,40 x 0,35Kg16,731.4017,172.50287,319,966.509Pile Cap 1,20 x 1,20 x 0.85M395.471,518,902.89145,009,658.9110Pembesian Pile Cap 1,20 x 1,20 x 0.85Kg16,230.2417,172.50278,713,796.4011Rubber Joint FillerM276.502,750,000.00210,375,000.0012GalianM3562.5076,755.7843,175,126.25JUMLAH A8,781,868,291.98

B.PEKERJAAN TALUD1Galian TanahM3156.0076,755.7811,973,901.682Pasir UrugM326.00238,996.426,213,906.923Pasangan Batu KosongM352.00284,220.0014,779,440.004Pasangan Batu Belah 1 : 4M3416.00634,510.05263,956,180.805Plesteran 1 : 3 Tebal 15 mmM2130.0022,804.032,964,523.906Drain Hole PVC Dia. 2 "M'1,560.0022,000.0034,320,000.00JUMLAH B334,207,953.30

C.PERKERASAN JALANI.Perkerasan Jalan Hot Mix ( L = 18 m )1Bahu Jalan SirtuM3157.50333,029.1452,452,089.552Agregat Kelas BM3630.00355,083.15223,702,384.503Agregat Kelas AM3315.00380,849.47119,967,583.054Lapis Resap PengikatLiter1,680.0013,566.5022,791,720.005Lapis Pengikat ( AC-BC ), Tebal 6 cmTon292.32560,441.06163,828,130.666Lapis PerekatLiter840.0013,833.1911,619,879.607Laston Permukaan ( AC-WC ), Tebal 4 cmTon194.88444,157.3486,557,382.428Aspal MinyakTon25.0413,225,000.00331,154,000.009Bahan Pengisi ( Filler ) TambahanKg4,872.001,250.006,090,000.00JUMLAH C1,018,163,169.78

D.PEKERJAAN MEDIAN1Timbunan TanahM3105.0095,000.009,975,000.002CansteenM312.601,854,130.7123,362,046.953Gebalan RumputM2210.0047,409.309,955,953.00JUMLAH D43,292,999.95

TOTAL (D)10,177,532,415.00

DAFTAR KUANTITAS DAN HARGA

Nama Kegiatan:PEMBANGUNAN TERMINAL CONTAINER CT-3Lokasi:PELABUHAN CT-3 KECAMATAN SUKAKARYA, SABANGTahun Anggaran:2014Pekerjaan:ELEKTRIKAL

E. PEKERJAAN ELEKTRIKAL

No.URAIAN PEKERJAANTOTAL HARGA ( Rp. )

1PEKERJAAN SITE PLANERROR:#REF!

2PEKERJAAN RUANG UTILITAS51,259,908.40

T O T A LERROR:#REF!

DAFTAR KUANTITAS DAN HARGA

Nama Kegiatan:PEMBANGUNAN TERMINAL CONTAINER CT-3Lokasi:KOTA SABANGPekerjaan:( SITE PLAN ) ELEKTRIKALTahun Anggaran:2014E 1. PEKERJAAN SITE PLAN

HARGAJUMLAHNo.URAIAN PEKERJAANSATUANVOLUMESATUANHARGA(Rp)(Rp)

IELEKTRIKAL

Instalasi Penerangan Hight MastPenerangan Luar Highmast Lampu HPI-T 1000 W,complete gear box IP 65Buah36.0025,000,000.00900,000,000.00Tiang segi banyak tinggi 25m (galvanis)Ttk6.00102,500,000.00615,000,000.00Instalasi titik lampu + kabel NYY 3 x4 sqmmTtk36.00650,000.0023,400,000.00Pondasi T. lampu high mast+Gali + Angker (Gal. 12,5 m3 + Beton 10 m3)Ttk6.00ERROR:#REF!ERROR:#REF!Lampu Penerangan Jalan, Tiang GIPs tinggi 11 m ( lengan tunggal)Ttk14.0023,360,650.77327,049,110.78berikut solar modul, battery dan lampu LED dan LED Driver

Instalasi KabelDari LVMDP ke SDP-OLNYY 4Cx 35 mm + BC 25 mmM'15.00219,295.203,289,428.00Dari LVMDP ke SDP-KANTORNYFGbY 4Cx 35 mm + BC 16 mmM'200.00274,955.2054,991,040.00Dari Genset ke PP-HydrantFRC 4Cx 185mm + BC 95 mmM'50.001,165,515.2058,275,760.00FRC 4Cx 150 mm M'5.001,049,135.205,245,676.00FRC 2 x 3Cx 150 mm M'5.001,049,135.205,245,676.00FRC 4Cx 4 mm M'5.0083,687.20418,436.00FRC 2 x 3Cx 4 mm M'5.0083,687.20418,436.00Dari SDP-OL ke LP-OL 1NYFGbY 4Cx 16 mm + BC 16 mmM'500.00173,755.2086,877,600.00Dari SDP-OL ke LP-OL 2NYFGbY 4Cx 16 mm + BC 16 mmM'400.00173,755.2069,502,080.00Dari SDP-OL ke LP-OL 3NYFGbY 4Cx 16 mm + BC 16 mmM'400.00173,755.2069,502,080.00Dari SDP-OL ke LP-OL 4NYFGbY 4Cx 16 mm + BC 16 mmM'500.00173,755.2086,877,600.00Dari SDP-OL ke LP-OL 5NYFGbY 4Cx 16 mm + BC 16 mmM'100.00173,755.2017,375,520.00Dari SDP-OL ke LP-OL 6NYFGbY 4Cx 16 mm + BC 16 mmM'300.00173,755.2052,126,560.00Dari LVMDP ke PP-CraneNYFGbY 4x4Cx150 mm + BC 95 mmM'2,000.00760,715.201,521,430,400.00Dari LVMDP ke PP-Pompa IPALNYFGbY 4Cx150 mm + BC 95 mmM'50.00760,715.2038,035,760.00Dari SDP-OL ke PP-POMPA TRANSFERNYFGbY 4Cx 4mm + BC 4 mmM'50.00105,951.205,297,560.00Dari Genset ke PKGNYY 14 x 1C x 240 mm + BC 120 mmM'15.00457,115.206,856,728.00Dari PKG ke LVMDP NYY 14 x 1C x 240 mm + BC 120 mmM'15.00457,115.206,856,728.00

KABEL TRAY600X100 mmM'600.00254,715.20152,829,120.00Galian dan UruganM3300.00172,709.3051,812,789.79

DAFTAR KUANTITAS DAN HARGA

Nama Kegiatan:PEMBANGUNAN TERMINAL CONTAINER CT-3Lokasi:KOTA SABANGPekerjaan:( SITE PLAN ) ELEKTRIKALTahun Anggaran:2014E 1. PEKERJAAN SITE PLAN

HARGAJUMLAHNo.URAIAN PEKERJAANSATUANVOLUMESATUANHARGA(Rp)(Rp)

LVMDPLow Voltage Main Distribusi Panel (LVMDP)Main SwitchboardPower Panel/Switchboard (LVMDP)( Free Standing Type, Epoxy Powder/Painting Plate Steel,Thiknes 2 mm, Dimensi 1900 x 800mm, Etc )Panel Box Unit3.004,918,999.2014,756,997.60ACB 2000 A 3P 380/415V 50 Hz 65 KA Set1.0038,862,515.2038,862,515.20ACB 1250 A 3P 380/415V 50 Hz Set1.0014,397,415.2014,397,415.20MCCB 70 A - 100 A 3P 380/415V 50 Hz Set3.002,057,274.206,171,822.60MCCB 240-320 A 3P 380/415V 50 Hz Set3.005,172,249.2015,516,747.60Lightning Arrester 40 KA+Varistor +NPEUnit1.003,500,000.003,500,000.00Ampere MeterUnit3.00140,000.00420,000.00Volt MeterUnit1.00140,000.00140,000.00Selector SwitchUnit1.00140,000.00140,000.00Indicator Lamp + FuseSet3.0040,000.00120,000.00Accessories (Busbar, shunt Kabel, termination, Ls1.00895,000.00895,000.00Labeling/ grouping, Etc)Dudukan panelBuah1.00475,000.00475,000.00

SDP-OL (Wall Mounted Type, IP 669, Epoxy Powder/Cat Bakar Plate Steel,0.0Thicknes 2 mm, Dimensi 1000 x 600 mm, etc)Box PanelUnit1.003,247,549.203,247,549.20MCCB 70 A - 100 A 3P 380/415V 50 Hz 10 kASet1.002,057,274.202,057,274.20MCB 16 A 3P 220/380A 50HZ Set8.00563,099.204,504,793.60Ampere MeterUnit3.00140,000.00420,000.00Volt MeterUnit1.00140,000.00140,000.00Selector SwitchUnit1.00140,000.00140,000.00Indicator Lamp + FuseSet3.0040,000.00120,000.00Accessories (Busbar, shunt Kabel, termination, Ls1.00895,000.00895,000.00Labeling/ grouping, Etc)0.0Dudukan panelBuah1.00475,000.00475,000.00

LP-OL 1(Free standing outdoor Type, IP 669, Epoxy Powder/Cat Bakar Plate Steel,Thicknes 2 mm, Dimensi 600 x 400 mm, etc)Box PanelUnit1.001,814,154.201,814,154.20MCB 16 A 3P 220/380A 50HZ 8 kASet1.00563,099.20563,099.20MCB 16 A 1P 220/380A 50HZ Set9.00238,939.202,150,452.80Daily Timer 16 ASet1.00415,000.00415,000.00Magnetic Contactor 16 A 3 PoleSet1.00275,000.00275,000.00Indicator Lamp + FuseSet3.0040,000.00120,000.00Ampere MeterUnit3.00140,000.00420,000.00Volt MeterUnit1.00140,000.00140,000.00Selector SwitchUnit1.00140,000.00140,000.00Accessories (Busbar, shunt Kabel, termination, Ls1.00895,000.00895,000.00Labeling/ grouping, Etc)Dudukan panelBuah1.00475,000.00475,000.00

DAFTAR KUANTITAS DAN HARGA

Nama Kegiatan:PEMBANGUNAN TERMINAL CONTAINER CT-3Lokasi:KOTA SABANGPekerjaan:( SITE PLAN ) ELEKTRIKALTahun Anggaran:2014E 1. PEKERJAAN SITE PLAN

HARGAJUMLAHNo.URAIAN PEKERJAANSATUANVOLUMESATUANHARGA(Rp)(Rp)

LP-OL 2(Free standing outdoor Type, IP 669, Epoxy Powder/Cat Bakar Plate Steel,Thicknes 2 mm, Dimensi 600 x 400 mm, etc)Box PanelUnit1.001,814,154.201,814,154.20MCB 16 A 3P 220/380A 50HZ 8 kASet1.00563,099.20563,099.20MCB 16 A 1P 220/380A 50HZ Set9.00238,939.202,150,452.80Daily Timer 16 ASet1.00415,000.00415,000.00Magnetic Contactor 16 A 3 PoleSet1.00275,000.00275,000.00Indicator Lamp + FuseSet3.0040,000.00120,000.00Ampere MeterUnit3.00140,000.00420,000.00Volt MeterUnit1.00140,000.00140,000.00Selector SwitchUnit1.00140,000.00140,000.00Accessories (Busbar, shunt Kabel, termination, LS1.00895,000.00895,000.00Labeling/ grouping, Etc)Dudukan panelBuah1.00475,000.00475,000.00

LP-OL 3(Free standing outdoor Type, IP 669, Epoxy Powder/Cat Bakar Plate Steel,Thicknes 2 mm, Dimensi 600 x 400 mm, etc)Box PanelUnit1.001,814,154.201,814,154.20MCB 16 A 3P 220/380A 50HZ 8 kASet1.00563,099.20563,099.20MCB 16 A 1P 220/380A 50HZ Set9.00238,939.202,150,452.80Daily Timer 16 ASet1.00415,000.00415,000.00Magnetic Contactor 16 A 3 PoleSet1.00275,000.00275,000.00Indicator Lamp + FuseSet3.0040,000.00120,000.00Ampere MeterUnit3.00140,000.00420,000.00Volt MeterUnit1.00140,000.00140,000.00Selector SwitchUnit1.00140,000.00140,000.00Accessories (Busbar, shunt Kabel, termination, Ls1.00895,000.00895,000.00Labeling/ grouping, Etc)Dudukan panelBuah1.00475,000.00475,000.00

LP-OL 4(Free standing outdoor Type, IP 669, Epoxy Powder/Cat Bakar Plate Steel,Thicknes 2 mm, Dimensi 600 x 400 mm, etc)Box PanelUnit1.001,814,154.201,814,154.20MCB 16 A 3P 220/380A 50HZ 8 kASet1.00563,099.20563,099.20MCB 16 A 1P 220/380A 50HZ Set9.00238,939.202,150,452.80Daily Timer 16 ASet1.00415,000.00415,000.00Magnetic Contactor 16 A 3 PoleSet1.00275,000.00275,000.00Indicator Lamp + FuseSet3.0040,000.00120,000.00Ampere MeterUnit3.00140,000.00420,000.00Volt MeterUnit1.00140,000.00140,000.00Selector SwitchUnit1.00140,000.00140,000.00Accessories (Busbar, shunt Kabel, termination, Ls1.00895,000.00895,000.00Labeling/ grouping, Etc)0.0Dudukan panelBuah1.00475,000.00475,000.00

DAFTAR KUANTITAS DAN HARGA

Nama Kegiatan:PEMBANGUNAN TERMINAL CONTAINER CT-3Lokasi:KOTA SABANGPekerjaan:( SITE PLAN ) ELEKTRIKALTahun Anggaran:2014E 1. PEKERJAAN SITE PLAN

HARGAJUMLAHNo.URAIAN PEKERJAANSATUANVOLUMESATUANHARGA(Rp)(Rp)

LP-OL 5(Free standing outdoor Type, IP 669, Epoxy Powder/Cat Bakar Plate Steel,Thicknes 2 mm, Dimensi 600 x 400 mm, etc)Box PanelUnit1.001,814,154.201,814,154.20MCB 16 A 3P 220/380A 50HZ 8 kASet1.00563,099.20563,099.20MCB 16 A 1P 220/380A 50HZ Set9.00238,939.202,150,452.80Daily Timer 16 ASet1.00415,000.00415,000.00Magnetic Contactor 16 A 3 PoleSet1.00275,000.00275,000.00Indicator Lamp + FuseSet3.0040,000.00120,000.00Ampere MeterUnit3.00140,000.00420,000.00Volt MeterUnit1.00140,000.00140,000.00Selector SwitchUnit1.00140,000.00140,000.00Accessories (Busbar, shunt Kabel, termination, Ls1.00895,000.00895,000.00Labeling/ grouping, Etc)Dudukan panelBuah1.00475,000.00475,000.00

LP-OL 6(Free standing outdoor Type, IP 669, Epoxy Powder/Cat Bakar Plate Steel,Thicknes 2 mm, Dimensi 600 x 400 mm, etc)Box PanelUnit1.001,814,154.201,814,154.20MCB 16 A 3P 220/380A 50HZ 8 kASet1.00563,099.20563,099.20MCB 16 A 1P 220/380A 50HZ Set9.00238,939.202,150,452.80Daily Timer 16 ASet1.00415,000.00415,000.00Magnetic Contactor 16 A 3 PoleSet1.00275,000.00275,000.00Indicator Lamp + FuseSet3.0040,000.00120,000.00Ampere MeterUnit3.00140,000.00420,000.00Volt MeterUnit1.00140,000.00140,000.00Selector SwitchUnit1.00140,000.00140,000.00Accessories (Busbar, shunt Kabel, termination, Ls1.00895,000.00895,000.00Labeling/ grouping, Etc)Dudukan panelBuah1.00475,000.00475,000.00

PP-HYDRANT( Wall Mounted Type, Epoxy Powder/Painting Plate Steel,Thiknes 2 mm, Dimensi 800 x 600 mm, Etc )Box PanelUnit1.002,766,374.202,766,374.20MCCB 320-400 A 3P 380/415V 50 Hz 25kASet1.00563,099.20563,099.20MCCB 240-320 A 3P 380/415V 50 Hz Set1.00238,939.20238,939.20MCB 32 A 3P 220/380A 50HZ Set2.00415,000.00830,000.00Ampere MeterUnit3.00140,000.00420,000.00Volt MeterUnit1.00140,000.00140,000.00Selector SwitchUnit1.00140,000.00140,000.00Indicator Lamp + FuseSet3.0040,000.00120,000.00Accessories (Busbar, shunt Kabel, termination, Unit1.00895,000.00895,000.00Labeling/ grouping, Etc)Dudukan panelLs1.00475,000.00475,000.00

DAFTAR KUANTITAS DAN HARGA

Nama Kegiatan:PEMBANGUNAN TERMINAL CONTAINER CT-3Lokasi:KOTA SABANGPekerjaan:( SITE PLAN ) ELEKTRIKALTahun Anggaran:2014E 1. PEKERJAAN SITE PLAN

HARGAJUMLAHNo.URAIAN PEKERJAANSATUANVOLUMESATUANHARGA(Rp)(Rp)

II.PEKERJAAN PENGADAAN DAN PEMASANGAN SISTEM INSTALASI GENSET (1300 KVA)Instalasi Genset (Diesel Generator) Lengkap denganengine instrument panel, automatic shutdown devicedaily fuel tank 1X 2600 liter, weekly tank 10000 liter, insulation mounting, standar radiator 40 derajat celcius,battery, gounding system, instalasi pemipaan bahan bakar lengkap dgn pompa, test certificate, certificate origin, manual book operation,test commisioning etc.

b. Diesel Genset & Equipment InstallationsDiesel Generator Set InstallationLot1.00- Droping Genset from truck and locate to the Power HouseUnit2.002,250,000.004,500,000.00- Locating Genset to pondation, setting & levelingUnit2.002,750,000.005,500,000.00- Supply and install achor / dyna boltsSet2.001,500,000.003,000,000.00

c. Supply & Install Exhaust SystemLot1.00- Exhaust pipe from BSP 1 x f8" maks. 6 meter, c/w heating resistance fitting and support inside Genset roomUnit2.007,500,000.0015,000,000.00- Residential type silencer 1 x f8", c/w support UNP 100 mm and accessoriesUnit2.0012,500,000.0025,000,000.00- Exhaust ducting radiator from BJLS 0,8 mm and canvas with angle bar 40 x 40 x 5 mm, c/w support dan accessoriesUnit2.002,750,000.005,500,000.00- Louver exhaust ducting radiatorUnit2.00350,000.00700,000.00

d. Supply & Install Fuel SystemLot- Fuel Oil Storage Tank cap. 10000 liter, steel plate material thickness 8 mm c/w manhole, inlet flange, outlet flange, air vent, sight glass and accessoriesSet1.0052,750,000.0052,750,000.00- Quantity meter Tokico diameter 2" reset, fillpoint storage tankUnit1.0020,000,000.0020,000,000.00- Electric fuel level indicator for storage tank (wingel)Set1.007,500,000.007,500,000.00- Daily tank capacity 2600 liter, material steel plate, thickness 3 mm, c/w sight glassSet2.0010,000,000.0020,000,000.00- Electric fuel level indicator for daily tank (wingel)Set1.001,500,000.001,500,000.00- Electric fuel transfer pump 31 liter per menit (Ebara)Unit2.003,000,000.006,000,000.00- Fuel hand pump (Hercules)Unit1.00250,000.00250,000.00- Electric pump control panelUnit1.00650,000.00650,000.00- Water separator 77/1000 FH, daily tank - gensetUnit2.002,000,000.004,000,000.00- Piping from fillpoint to storage tank, with BSP Sch 40 f2", c/s support, valve and fitting (provisional)M'30.0075,000.002,250,000.00- Piping from storage tank to daily tank, with BSP Sch 40 f1", c/s support, valve and fitting (provisional)M'60.0035,000.002,100,000.00- Piping from daily tank to Genset (supply & return) with BSP Sch 40 f3/4", c/w support, valve and fitting (provisional)M'20.0025,000.00500,000.00

DAFTAR KUANTITAS DAN HARGA

Nama Kegiatan:PEMBANGUNAN TERMINAL CONTAINER CT-3Lokasi:KOTA SABANGPekerjaan:( SITE PLAN ) ELEKTRIKALTahun Anggaran:2014E 1. PEKERJAAN SITE PLAN

HARGAJUMLAHNo.URAIAN PEKERJAANSATUANVOLUMESATUANHARGA(Rp)(Rp)

e. Supply & Install Electrical SystemLot1.00- Generator Control Panel 1300 kVA, Auto Start/Stop/AMF, Auto SynchroneSet1.0080,000,000.0080,000,000.00- Control cable from genset to GCP and electric pumpLs1.0015,750,000.0015,750,000.00- Grounding system for Genset, GCP, daily tank, storage tank, with cooper rod diameter f1" and BC 120 mm2 cable, c/w test boxSet3.0017,500,000.0052,500,000.00

f. Supply & Install Sound ProofingLot- Sound proof with rockwool, density 80 kg/m, thickness 50 mm, c/w glasscloth, wire mesh and spindle pinM21,000.00400,000.00400,000,000.00- Intake attenuator 13000 x 3000 x 1800 mmUnit1.0020,000,000.0020,000,000.00- Discharge attenuator 4500 x 2600 x 1800 mmUnit1.0022,750,000.0022,750,000.00- Discharge attenuator 3250 x 2600 x 1800 mmUnit1.0021,850,000.0021,850,000.00

g. Supply & Install Exhaust FanLot1.00- Exhaust fan capacity 2800 CFM SP 0,5" WG c/w switchboard & cablesUnit6.005,000,000.0030,000,000.00

h. Preparations WorkLot1.00- Transportation of material to the siteLs1.0045,000,000.0045,000,000.00- Technician transportation / accommodationLs1.0017,500,000.0017,500,000.00- 6000 liter fuel oil on site for system testing / loadLs1.0076,500,000.00