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REKAPITULASI DAFTAR KUANTITAS SATUAN KERJA : PENGEMBANGAN KINERJA PENGELOLAAN AIR MINUM KALIMANTAN BARAT NAMA PEKERJAAN : SPAM DENGAN BRONKAPTERING LOKASI : DESA KAYU UJUNG KEC. KETUNGAU TENGAH KAB.SINTANG TAHUN : 2013 NO. URAIAN JUMLAH HARGA Rp A PENGADAAN PIPA PVC Ø 100 MM B PENGADAAN PIPA PVC Ø 75 MM C PENGADAAN PIPA PVC Ø 50 MM D PEMBUATAN BRONKAPTERING E PEMASANGAN PIPA PVC Ø 100 MM F PEMASANGAN PIPA PVC Ø 75 MM G PEMASANGAN PIPA PVC Ø 50 MM H PEMBUATAN HIDRAN UMUM 3 M3 JUMLAH PPN 10 % JUMALH TOTAL DIBULATKAN

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rekap REKAPITULASI DAFTAR KUANTITASSATUAN KERJA:PENGEMBANGAN KINERJA PENGELOLAAN AIR MINUM KALIMANTAN BARATNAMA PEKERJAAN:SPAM DENGAN BRONKAPTERINGLOKASI:DESA KAYU UJUNG KEC. KETUNGAU TENGAH KAB.SINTANGTAHUN:2013NO.URAIANJUMLAH HARGARpAPENGADAAN PIPA PVC 100 MMBPENGADAAN PIPA PVC 75 MMCPENGADAAN PIPA PVC 50 MMDPEMBUATAN BRONKAPTERINGEPEMASANGAN PIPA PVC 100 MMFPEMASANGAN PIPA PVC 75 MMGPEMASANGAN PIPA PVC 50 MMHPEMBUATAN HIDRAN UMUM 3 M3JUMLAHPPN 10 %JUMALH TOTALDIBULATKAN

sub pekerjaanMATA PEMBAYARAN PEKERJAAN UTAMASATUAN KERJA: PENGEMBANGAN KINERJA PENGELOLAAN AIR MINUM KALIMANTAN BARATPEKERJAAAN: SPAM DENGAN BRONKAPTERINGLOKASI: DESA KAYU UJUNG KEC. KETUNGAU TENGAH KAB.SINTANGTAHUN ANGGARAN: 2013: E. Pemasangan Pipa PVC 150 mm - 1000 MHARGAJUMLAHNOURAIAN PEKERJAANSATUANVOLUMESATUANHARGA(Rp.)(Rp.)A.PENGADAAN PIPA PVC 100 MMPengadaan Pipa PVC 100 mm (SNI, RRJ, S-12,5)M'3,000.00B.PENGADAAN PIPA PVC 75 MMPengadaan Pipa PVC 75 mm (SNI, RRJ, S-12,5)M'2,932.00CPENGADAAN PIPA PVC 50 MMPengadaan Pipa PVC 50 mm (SNI, RRJ, S-12,5)M'1,500.00DPEMBUATAN BRONKAPTERINGIPEKERJAAN TANAH1Pek. Galian Tanah KerasM33.142Pek. Urugan tanah/perataanM33.143Pek. KisdamLs1.00Jumlah IIIPEKERJAAN PASANGAN BATU & BETON1Pek. Pasangan batu camp. 1:3M37.242Pekerjaan cor beton camp. 1:1.5:2.5 (K=225)M32.683Pek. Plasteran 1 : 2M211.344Angker blok penahan pipa GI beton K = 1252.40Jumlah IIIIIPENGADAAN & PEMASANGAN ACCEESORIES1Saringan GI lengkap 150 mm = 1 bh dan lengkap reducer 150 x 100 = 1 Bh diberi lubang 3/8" sebanyak 300 BhBh1.002Pipa GI Klas Medium 100 - 1 MBtg2.003Pipa GI Klas Medium 100 - 6 MBh21.004Flanged LasBh46.005All flanged Bend GIP 100-45o mmBh10.006Flanged spigot PVC/CI 100 mmBh2.007Screen kawat kasa rangka Besi Siku 75.75.5M'1.008Pembuatan Pagar Kawat BerduriBh20.009Pengecatan pipa GI (warna biru)M275.36Jumlah IIIJUMLAH DEPEMASANGAN PIPA PVC 100 MMIPEKERJAAN PERSIAPAN1Pengukuran Jalur PipaM'7,641.302Sewa Direksi Keet dan GudangBln5.003Papan Nama Proyekbh1.004Dokumentasi dan pelaporanLs1.00Jumlah III.PEMASANGAN PIPA PVC . 100 MMI.PEKERJAAN TANAH1Galian tanah pipa 100 mmM'3,000.002Urugan tanah pipa 100 mmM'3,000.00Jumlah III.PENGADAAN ACCESSORIES PIPA1All. Socket tee PVC 100 x 100 mmBh1.002All. Socket tee PVC 100 x 75 mmBh2.003All. Socket tee PVC 100 x 50 mmBh1.004All. Socket reducer PVC 100 x 75 mmBh1.00Jumlah IIIII.PEMAS ACCESSORIES PIPA1Pemasangan PipaM'3,000.002All. Socket tee PVC 100 x 100 mmBh1.003All. Socket tee PVC 100 x 75 mmBh2.004All. Socket tee PVC 100 x 50 mmBh1.005All. Socket reducer PVC 100 x 75 mmBh1.006Pembuatan Wash out pada jalur pipaUnit3.007Pembuatan Ventil pada jalur pipaUnit3.008Pembuatan Jembatan pipa L = 6 MUnit3.009Pembuatan Jembatan pipa L = 12 MUnit3.00Jumlah IIIIVPEMBUATAN JEMBATAN PIPA L 12 MPengadaan :1- Pipa GI 100 mm - 6 m (klas medium)Btg2.002- Pipa GI 100 mm - 3 m (klas medium)Btg2.003- All flanged bend GI dia. 100 x 450 mmBh4.004- All. Socket tee PVC 100 x 75 mmBh2.005- All flanged gate valve 100 mmBh1.006- All flanged gate valve 75 mmBh1.007- Flanged spigot PVC 100 mmBh4.008- Flanged spigot PVC 75 mmBh2.009- Klem pipa lengkap baut + murBh7.0010- Flanged LasBh4.00Pemasangan11- Tongkat kayu belian 10/10 lengkap alas + laciM30.3112- Keep 10/10 - 1 MM30.0313- Selempang 4/8 - 2 MM30.0214- Melancipkan tiangBh6.0015- Membuat lubang + penBh6.0016- Menumbuk tiangBh6.0017- Pemasangan Perlintasan & accessoriesUnit1.0018Bak Valve dari beton bertulang (tulangan praktis)camp. 1:2:3 untuk> Bak valve 100 mmBh1.00> Bak valve 75 mmBh1.00JUMLAH IV (1 Unit)JUMLAH IV (1 Unit)VPEKERJAAN BETON & LAIN-LAIN1Bak Valve dari beton bertulang (tulangan praktis)camp. 1:2:3 untuk> Bak valve 100 mmBh2.00> Bak valve 75 mmBh2.002Perbaikan Jalan Rabat BetonM32.23JUMLAH VJUMLAH EFPEMASANGAN PIPA PVC . 75 MMIPEKERJAAN TANAH1Galian tanah pipa 75 mmM'2,932.002Urugan tanah pipa 75 mmM'2,932.00Jumlah III.PENGADAAN ACCESSORIES PIPA1All. Socket tee PVC 75 x 50 mmBh2.002All flanged gate valve 75 mmBh2.003All flanged gate valve 50 mmBh2.004Flanged spigot PVC 75 mmBh4.005Flanged spigot PVC 50 mmBh4.006Dop PVC 75 mmBh1.00Jumlah IIIII.PEMAS ACCESSORIES PIPA1Pemasangan PipaM'2,932.002All. Socket tee PVC 75 x 50 mmBh2.003All flanged gate valve 75 mmBh2.004All flanged gate valve 50 mmBh2.005Flanged spigot PVC 75 mmBh4.006Flanged spigot PVC 50 mmBh4.007Dop PVC 75 mmBh1.008Pembuatan Wash out pada jalur pipaUnit2.009Pembuatan Ventil pada jalur pipaUnit2.0010Pembuatan Jembatan pipa L = 6 MUnit3.0011Pembuatan Jembatan pipa L = 12 MUnit2.00Jumlah IIIIVPEKERJAAN BETON & LAIN-LAIN1Bak Valve dari beton bertulang (tulangan praktis)camp. 1:2:3 untuk> Bak valve 75 mmBh4.00Jumlah IVJumlah FEPEMASANGAN PIPA PVC . 50 MMIPEKERJAAN TANAH1Galian tanah pipa 50 mmM'1,500.002Urugan tanah pipa 50 mmM'1,500.00Jumlah III.PENGADAAN ACCESSORIES PIPA1All. Socket tee PVC 75 x 50 mmBh2.002All flanged gate valve 50 mmBh2.003Flanged spigot PVC 50 mmBh4.004Dop PVC 50 mmBh2.00Jumlah IIIII.PEMAS ACCESSORIES PIPA1Pemasangan PipaM'1,500.002All. Socket tee PVC 75 x 50 mmBh2.003All flanged gate valve 50 mmBh2.004Flanged spigot PVC 50 mmBh4.005Dop PVC 50 mmBh2.00Jumlah IIIIVPEKERJAAN BETON & LAIN-LAIN1Bak Valve dari beton bertulang (tulangan praktis)camp. 1:2:3 untuk> Bak valve 50 mmBh2.00Jumlah IVJUMLAH EFPEMBUATAN HIDRAN UMUM 3 M3I.PEKERJAAN TANAH1Galian TanahM3.342Urugan Tanah KembaliM1.113Urugan Pasir dipadatkan dibawah pondasi dan lantai t = 10 cmM1.25JUMLAH III.PEKERJAAN PASANGAN1Pek. Pas. Batu Kali ad. 1 : 3M2.302Pek. Plesteran 1 : 2 t=1,5 cmM7.543Pek. Floor Lantai beton k-125 t=5 cmM0.70JUMLAH IIIII.PEKERJAAN KONSTRUKSI BETON1Pek. Plat Beton (k-175)M0.382Besi untuk Plat Beton 8 mmKg39.59JUMLAH IIIIV.PEKERJAAN HIDRAN UMUM DAN ACCESSORIES1Pengadaan/Pemasangan Hidran Umum Kap. 3000 literUnit1.002Pek. Kran Air berikut AccessoriesUnit3.003Pek. Gate Valve 3/4"Unit1.004Pipa GIP 3/4"M'6.005Bend 90 X 3/4"Unit4.006Katup ApungUnit1.007Clamp Saddle D X 3/4"Unit1.00JUMLAH IVJUMLAH 1 UNITJUMLAH 2 UNIT

DH Bahan & Upah (2)DAFTAR HARGA PIPA DAN ACCESSORIESNO.URAIANSATUANHARGA PABRIKANONGKOSJUMLAH(Rp)ANGKUT1Pipa PVC 100 mm RRJ S.12,5M'0.02Pipa PVC 75 mm RRJ S.12,5M'0.03Pipa PVC 50 mm RRJ S.12,6M'0.04Pipa GI 100 mmM'0.05Pipa GI 75 mmM'0.06Pipa GI 50 mmM'0.07All flanged gate valve 100 mmBh0.08All flanged gate valve 75 mmBh0.09All flanged gate valve 50 mmBh0.010Air valve 75 mmBh0.011Air valve 50 mmBh0.012All flanged tee GIP 100 x 75 mmBh0.013All flanged tee GIP 100 x 50 mmBh0.014All flanged tee GIP 75 x 50 mmBh0.015All flanged tee GIP 75 x 25 mmBh0.016All flanged bend GIP 100 x 900 mmBh0.017All flanged bend GIP 75 x 900 mmBh0.018All flanged bend GIP 100 x 450 mmBh0.019All flanged bend GIP 75 x 450 mmBh0.020All socket tee PVC 100 x 100 mmBh0.021All socket tee PVC 100 x 75 mmBh0.022All socket tee PVC 100 x 50 mmBh0.023All socket tee PVC 75 x 75 mmBh0.024All socket tee PVC 75 x 50 mmBh0.025All socket tee PVC 50 x 50 mmBh0.026All socket bend PVC 100 x 900 mmBh0.027All socket bend PVC 75 x 900 mmBh0.028All socket bend PVC 50 x 900 mmBh0.029All socket bend PVC 100 x 450 mmBh0.030All socket bend PVC 75 x 450 mmBh0.031All socket reducer PVC 100 x 75 mmBh0.032All socket reducer PVC 75 x 50 mmBh0.033Flanged spigot 100 mmBh0.034Flanged spigot 75 mmBh0.035Flanged spigot 50 mmBh0.036Dop PVC 100 mmBh0.037Dop PVC 75 mmBh0.0Dop PVC 50 mmBh0.0

DH Pump & GensetHARGA SATUAN POMPA - IPAPENGEMBANGAN AIR MINUMMERK PABRIKANHARGAInflasiKeuntunganExpedisiHARGANo.Jenis Pompa/PanelGRUNDFOSEBARATORISHIMAEUROFLOWRata2Kontr2%Akhir0.3I.POMPA1Submersible Sewage Non Clogging- Q= 5 L/dt ; Head=30 m32,280,000.0045,000,000.000038,640,000.0011,592,000772,80051,004,80049,761,250.00- Q=10 L/dt ; Head=30 m44,128,000.0045,000,000.000044,564,000.0013,369,200891,28058,824,48061,100,000.00- Q=20 L/dt ; Head=30 m57,734,000.0056,000,000.000056,867,000.0017,060,1001,137,34075,064,44085,540,000.00- Q=30 L/dt ; Head=30 m062,000,000.000062,000,000.0018,600,0001,240,00081,840,000111,390,000.00- Q=40 L/dt ; Head=30 m98,840,000.0075,000,000.000086,920,000.0026,076,0001,738,400114,734,400127,135,000.00- Q=50 L/dt ; Head=30 m090,000,000.000090,000,000.0027,000,0001,800,000118,800,000149,812,500.002Centrifugal Single Stage End Suction0.25 l/det Head 60 m16,926,000.0019,000,000.0019,570,600.0031,931,900.0021,857,125.004,371,425437,14326,665,69336,660,000.0010 l/det20,478,000.0022,000,000.0025,340,000.0033,589,350.0025,351,837.505,070,368507,03730,929,24247,000,000.0015 l/det23,566,000.0032,000,000.0027,020,000.000.0027,528,666.675,505,733550,57333,584,97320 l/det40,120,000.0047,000,000.0032,480,000.0054,947,750.0043,636,937.508,727,388872,73953,237,06454,931,250.0025 l/det0.0052,000,000.0039,550,000.000.0045,775,000.009,155,000915,50055,845,50030 l/det0.0073,000,000.0050,960,000.0052,587,150.0058,849,050.0011,769,8101,176,98171,795,84159,337,500.0040 l/det50,294,000.0073,000,000.0074,060,000.0079,446,950.0069,200,237.5013,840,0481,384,00584,424,29065,330,000.0050 l/det0.0090,000,000.000.0091,584,500.0090,792,250.0018,158,4501,815,845110,766,54574,965,000.003Panel Control0.3Panel Control - 1,5 kW12,936,000.000014,858,00013,897,000.004,169,100277,94018,344,04017,625,000.00Panel Control - 2,2 kW15,986,000.000015,918,00015,952,000.004,785,600319,04021,056,64023,500,000.00Panel Control - 7,5 kW16,544,000.000023,151,00019,847,500.005,954,250396,95026,198,70028,200,000.00Panel Control - 15 kW18,581,000.000023,151,00020,866,000.006,259,800417,32027,543,12032,547,500.00Panel Control - 18,0 kW20,004,000.000023,151,00021,577,500.006,473,250431,55028,482,30038,775,000.004Pompa bahan Kimia0.4- C= 05 L/hr ; P=10 BAR17,707,000.0000021,248,400.008,499,360424,96830,172,72832,049,600.00- C= 10 L/hr ; P=10 BAR17,707,000.0000021,248,400.008,499,360424,96830,172,72835,728,000.00- C= 20 L/hr ; P=10 BAR17,707,000.0000017,707,000.007,082,800354,14025,143,94040,246,800.00- C= 40 L/hr ; P=10 BAR17,707,000.0000017,707,000.007,082,800354,14025,143,94047,652,000.00HARGA SATUAN GENERATOR SET.PENGEMBANGAN AIR MINUMMERK PABRIKANHARGAInflasiKeuntunganExpedisiHARGANo.Jenis PompaPERKIN/FG WILSPERKINDEUTZ-Rata2Kontr2%Akhir0.2II.Generator Set (GENSET)10 KVA80,910,000.00114,000,000.0080,500,000.000110,164,000.0022,032,8000.002,203,280134,400,080.0015 KVA86,955,000.00122,550,000.0081,756,500.000116,504,600.0023,300,9200.002,330,092142,135,612.0020 KVA90,675,000.00124,925,000.0090,417,250.000122,406,900.0024,481,3800.002,448,138149,336,418.0025 KVA102,300,000.00142,500,000.0099,384,250.000137,673,700.0027,534,7400.002,753,474167,961,914.000.86118,263,75030 KVA106,020,000.00148,675,000.00105,362,250.000144,022,900.0028,804,5800.002,880,458175,707,938.0040 KVA112,955,000.00154,850,000.00118,065,500.000154,348,200.0030,869,6400.003,086,964188,304,804.0045 KVA122,766,000.00167,200,000.00134,211,000.000169,670,800.0033,934,1600.003,393,416206,998,376.001.11188,000,00050 KVA131,595,000.00179,550,000.0000186,687,000.0037,337,4000.003,733,740227,758,140.0060 KVA000228,536,340.0045,707,2680.004,570,727278,814,334.800.92210,325,00075 KVA139,500,000.00191,900,000.00154,117,250.000194,206,900.0038,841,3800.003,884,138236,932,418.0080 KVA148,800,000.00212,325,000.0000216,675,000.0043,335,0000.004,333,500264,343,500.001.11241,462,50088 KVA153,450,000.00232,750,000.0000231,720,000.0046,344,0000.004,634,400282,698,400.00100 KVA176,235,000.00237,500,000.00227,911,250.000256,658,500.0051,331,7000.005,133,170313,123,370.00125 KVA240,973,104.00240,973,104.0048,194,6210.004,819,462293,987,186.881.56375,412,500135 KVA0299,250,000.00236,878,250.000268,064,125.0053,612,8250.005,361,283327,038,232.50150 KVA0332,250,000.00245,845,250.000289,047,625.0057,809,5250.005,780,953352,638,102.50HARGA SATUAN IPA PAKETPENGEMBANGAN AIR MINUMMERK PABRIKANHARGAInflasi 10%KeuntunganExpedisiHARGANo.Jenis PompaMASWANDIWKEGAE-Rata2Kontr2%Akhir0.1III.IPA Paket5 Lpd674,000,000615,960,000697,042,500794,801,00079,480,1000.015,896,020890,177,12010 Lpd885,000,000828,840,000902,550,0001,002,949,500100,294,9500.020,058,9901,123,303,44020 Lpd1,295,000,0001,222,800,0001,247,100,0001,254,966,667125,496,6670.025,099,3331,405,562,66730 Lpd1,780,000,0001,942,080,0001,596,085,5001,772,721,833177,272,1830.035,454,4371,985,448,45340 Lpd2,188,000,0002,268,600,0002,228,300,000222,830,0000.044,566,0002,495,696,00050 Lpd2,402,000,0002,631,840,0002,620,200,0002,551,346,667255,134,6670.051,026,9332,857,508,267

DH Pipa & AccesSatuan Kerja: Pengembangan Kinerja Pengelolaan Air Minum KalbarL o k a s i: Kalimantan BaratTahun Anggaran: 2010DAFTAR HARGA SATUAN BAHAN PIPA DAN ACCESSORIESNOJENIS BAHANSATUANHARGA FABRIKASI (Rp.)F. INFLASI (Rp.)BIAYA EXPEDISI (Rp.)KEUNTUNGANHARGA SATUAN (Rp)15%5-10%10%12345670.150.10VACCESSORIES PIPA GI & Black Steel1All socket tee PVC 150 x 150Buah581,800.0087,270.0058,180.0072,725.00799,975.0033,000.0034,650.002All socket tee PVC 150 x 100Buah504,800.0075,720.0050,480.0063,100.00694,100.0025,900.0025,620.0027,195.003All socket tee PVC 100 x 100Buah315,000.0047,250.0031,500.0039,375.00433,125.009,000.0017,640.009,450.0012,6004All socket tee PVC 100 x 75Buah284,000.0042,600.0028,400.0035,500.00390,500.006,700.0011,410.007,035.008,1505All socket tee PVC 75 x 75Buah189,000.0028,350.0018,900.0023,625.00259,875.006All socket tee PVC 75 x 50Buah189,000.0028,350.0018,900.0023,625.00259,875.003,900.006,720.004,095.004,8007All socket bend PVC 150 - 90Buah161,000.0024,150.0016,100.0020,125.00221,375.002,900.004,060.003,045.002,9008All socket bend PVC 100 - 90Buah104,100.0015,615.0010,410.0013,012.50143,137.502,300.002,940.002,415.009All socket bend PVC 75 - 90Buah37,860.005,679.003,786.004,732.5052,057.5098,625.00103,556.2510All socket bend PVC 150 - 45Buah137,800.0020,670.0013,780.0017,225.00189,475.0029,600.0041,440.011All socket bend PVC 100 - 45Buah77,500.0011,625.007,750.009,687.50106,562.5022,700.0031,780.012All socket bend PVC 75 - 45Buah48,400.007,260.004,840.006,050.0066,550.008,600.0012,040.013All socket reducer PVC 150 x 100Buah202,500.0030,375.0020,250.0025,312.50278,437.506,500.009,100.014All socket reducer PVC 100 x 75Buah126,000.0018,900.0012,600.0015,750.00173,250.004,500.006,300.015All socket reducer PVC 75 x 50Buah64,800.009,720.006,480.008,100.0089,100.003,700.005,180.016Flanged spigot PVC 150Buah247,800.0037,170.0024,780.0030,975.00340,725.003,200.004,480.017Flanged spigot PVC 100Buah147,000.0022,050.0014,700.0018,375.00202,125.00312,500.0018Flanged spigot PVC 75Buah117,000.0017,550.0011,700.0014,625.00160,875.0019Flanged spigot PVC 50Buah85,200.0012,780.008,520.0010,650.00117,150.0020All flanged gate valve 150 mmBuah1,750,000.00262,500.00175,000.00218,750.002,406,250.0021All flanged gate valve 100 mmBuah1,500,000.00225,000.00150,000.00187,500.002,062,500.0062,500.0022All flanged gate valve 75 mmBuah1,250,000.00187,500.00125,000.00156,250.001,718,750.0052,800.0023All flanged gate valve 50 mmBuah900,000.00135,000.0090,000.00112,500.001,237,500.0017,640.001260024Air valve 100 mmBuah1,200,000.00180,000.00120,000.00150,000.001,650,000.0025Air valve 75 mmBuah900,000.00135,000.0090,000.00112,500.001,237,500.0026Air valve 50 mmBuah800,000.00120,000.0080,000.00100,000.001,100,000.0027Dop PVC 150 mmBuah159,000.0023,850.0015,900.0019,875.00218,625.0028Dop PVC 100 mmBuah105,000.0015,750.0010,500.0013,125.00144,375.0029Dop PVC 75 mmBuah54,000.008,100.005,400.006,750.0074,250.00

atkRENCANA ANGGARAN BIAYANama Pekerjaan; Cetak BlankoSatuan Kerja: Pengembangan Kinerja Pengelolaan Air Minum KalbarL o k a s i: PontianakTahun Anggaran: 2010HARGAJUMLAHNOURAIAN PEKERJAANSATUANVOLUMESATUANHARGA(Rp.)(Rp.)1Cetak kop dinasRim14.00$300,0004,200,000.004,620,000.002Cetak amplop dinas kecilRim6.00$200,0001,200,000.003Cetak amplop dinas besarRim6.00$300,0001,800,000.000.04LeafletRim4.00$500,0002,000,000.000.05cover bukuRim4.00$552,0002,208,000.006PosterRim1.00$835,000835,000.00JUMLAH I12,243,000.00Pontianak, 8 Oktober 2009Kepala Satuan KerjaPengembangan Kinerja PengelolaanAir Minum KalbarANGGIAT P.N. SIMAREMARE, ST, MTNIP. : 196808281994051001RENCANA ANGGARAN BIAYANama Pekerjaan; Alat Tulis KantorSatuan Kerja: Pengembangan Kinerja Pengelolaan Air Minum KalbarL o k a s i: PontianakTahun Anggaran: 2010HARGAJUMLAHNOURAIAN PEKERJAANSATUANVOLUMESATUANHARGA(Rp.)(Rp.)1Kertas HVS Folio A3Rim1.00$80,00080,000.002Kertas HVS folioRim2.00$45,00090,000.003Kertas HVS A4Rim5.00$40,000200,000.004Map OdnerBh1.00$15,00015,000.005Map biasaBh1.00$12,00012,000.006Tinta printer blackBotol4.00$35,000140,000.007Tinta printer warnaBotol3.00$38,000114,000.008fotocopy biasaLembar250.00$17543,750.009fotocopy A3Lembar50.00$60030,000.0010Jilid laporan spiralBuku10.00$5,00050,000.0011Jilid laporan biasaBuku15.00$3,00045,000.0012pagemakerBh1.00$7,5007,500.0013isi stapleskotak5.00$2,50012,500.0014trigonal klipkotak2.00$2,0004,000.0015balpoinkotak1.00$60,00060,000.0016pensilkotak4.00$7,50030,000.0017penghapusbh4.00$4,50018,000.0018Binder klip sedangkotak5.00$6,00030,000.0019cutterBh3.00$5,00015,000.0020Lem kertasBh1.00$3,2503,250.00JUMLAH I1,000,000.00Pontianak, 8 Oktober 2009Kepala Satuan KerjaPengembangan Kinerja PengelolaanAir Minum KalbarANGGIAT P.N. SIMAREMARE, ST, MTNIP. : 196808281994051001RENCANA ANGGARAN BIAYANama Pekerjaan; ATK untuk kegiatan fasilitasi Pendampingan Penyusunan Rencana Induk Pengembangan SPAMSatuan Kerja: Pengembangan Kinerja Pengelolaan Air Minum KalbarL o k a s i: PontianakTahun Anggaran: 2010HARGAJUMLAHNOURAIAN PEKERJAANSATUANVOLUMESATUANHARGA(Rp.)(Rp.)1Buku materi (8 buku x 50 Org)Bh400.00$35,00014,000,000.002Note book bergarisBh50.00$2,500125,000.003balpoinkotak50.00$4,000200,000.004pensil HBBh50.00$7,000350,000.005penghapusBh50.00$4,500225,000.006Tinta printer blackBotol10.00$35,000350,000.007Tinta printer warnaBotol5.00$38,000190,000.008Kartu pesertaBh50.00$7,500375,000.009Kertas A3rim5.00$40,000200,000.0010pengaris plastik 30 cmBh50.00$6,500325,000.0011Catrid tintaBh6.00$250,0001,500,000.0012konsumsi rapat panitiaKali2.00$150,000300,000.0013Kertas fotoRim4.00$130,000520,000.0014Buku laporanBuku4.00$300,0001,200,000.0015CD blankKeping50.00$2,800140,000.00JUMLAH I20,000,000.00(20,000,000.00)Pontianak, 8 Oktober 2009(400,000.00)Kepala Satuan KerjaPengembangan Kinerja PengelolaanAir Minum KalbarANGGIAT P.N. SIMAREMARE, ST, MTNIP. : 196808281994051001RENCANA ANGGARAN BIAYANama Pekerjaan; ATK Fasilitasi Pembentukan Kelembagaan Penyelenggaran SPAM Perdesaaan & IKKSatuan Kerja: Pengembangan Kinerja Pengelolaan Air Minum KalbarL o k a s i: PontianakTahun Anggaran: 2010HARGAJUMLAHNOURAIAN PEKERJAANSATUANVOLUMESATUANHARGA(Rp.)(Rp.)1Buku materi (8 buku x 50 Org)Bh400.00$35,00014,000,000.002Note book bergarisBh50.00$2,500125,000.003balpoinkotak50.00$4,000200,000.004pensil HBBh50.00$7,000350,000.005penghapusBh50.00$4,500225,000.006Tinta printer blackBotol10.00$35,000350,000.007Tinta printer warnaBotol5.00$38,000190,000.008Kartu pesertaBh50.00$7,500375,000.009Kertas A3rim5.00$40,000200,000.0010pengaris plastik 30 cmBh50.00$6,500325,000.0011Catrid tintaBh6.00$250,0001,500,000.0012konsumsi rapat panitiaKali2.00$150,000300,000.0013Kertas fotoRim4.00$130,000520,000.0014Buku laporanBuku4.00$300,0001,200,000.0015CD blankKeping50.00$2,800140,000.00JUMLAH I20,000,000.00Pontianak, 8 Oktober 2009Kepala Satuan KerjaPengembangan Kinerja PengelolaanAir Minum KalbarANGGIAT P.N. SIMAREMARE, ST, MTNIP. : 196808281994051001RENCANA ANGGARAN BIAYANama Pekerjaan; Alat Tulis Kantor untuk kegiatan Sosialisasi Pedoman pelaksanaan KonstuksiSatuan Kerja: Pengembangan Kinerja Pengelolaan Air Minum KalbarL o k a s i: PontianakTahun Anggaran: 2010HARGAJUMLAHNOURAIAN PEKERJAANSATUANVOLUMESATUANHARGA(Rp.)(Rp.)1Buku materi (8 buku x 50 Org)Bh400.00$35,00014,000,000.002Note book bergarisBh50.00$2,500125,000.003balpoinkotak50.00$4,000200,000.004pensil HBBh50.00$7,000350,000.005penghapusBh50.00$4,500225,000.006Tinta printer blackBotol10.00$35,000350,000.007Tinta printer warnaBotol5.00$38,000190,000.008Kartu pesertaBh50.00$7,500375,000.009Kertas A3rim5.00$40,000200,000.0010pengaris plastik 30 cmBh50.00$6,500325,000.0011Catrid tintaBh6.00$250,0001,500,000.0012konsumsi rapat panitiaKali2.00$150,000300,000.0013Kertas fotoRim4.00$130,000520,000.0014Buku laporanBuku4.00$300,0001,200,000.0015CD blankKeping50.00$2,800140,000.00JUMLAH I20,000,000.00Pontianak, 8 Oktober 2009Kepala Satuan KerjaPengembangan Kinerja PengelolaanAir Minum KalbarANGGIAT P.N. SIMAREMARE, ST, MTNIP. : 196808281994051001

DH Bahan & UpahDAFTAR HARGA SATUAN BAHAN DAN UPAHNO.URAIANHARGA SATUANKET.(Rp)I.HARGA UPAH :1Pekerja/ hari2Mandor/ hari3Tukang Batu / Kayu / Cat / Besi/ hari4Kepala Tukang/ hariII.HARGA BAHAN :1Pasir/ m2Pasir (1400 Kg/M3)/ Kg3Batu kali 10/15/ m4Koral Beton / Kerikil Pecah 1/2/ m5Kerikil (1350 m3/Kg)/Kg6Batu Pecah 5/7 cm/ m7Bataco/ bh8Portland Cement @ 50 kg/ Zak9Portland Cement @ 1 kg/ Kg10Besi beton/ kg11Kawat beton/ kg12Kawat duri/ kg13Plywood / Multiplex 9 mm/ lembar14papan mal/ m15Kayu Dolken / Galam/ bh16Kayu Borneo (III)/ m17Kayu Kelas II/ m18Kayu belian/ m19Paku campur/ kg20Cat Tembok/ kg21Cat kilat/ kg22Air/Liter23Kaporit/Kg

AnalisaDAFTAR ANALISA HARGA SATUAN PEKERJAAN (SNI-DT-91-0006-2007)Pekerjaan PERSIAPAN11 m3 Membersihkan lapangan dan perataanTenaga Kerja :[email protected] [email protected] Rp.Rp.JumlahRp.2An. TSN 6.3: Pagar dari kawat berduri tinggi 1.8 MTenaga Kerja :[email protected] [email protected] Rp.Rp.0.0200OHKepala [email protected] [email protected] Rp.Rp.Bahan :1.0000BtgBesi siku 50.50.5 - 2 [email protected] [email protected] Rp.Rp.25.0000KgKawat [email protected] Rp.Rp.0.0050m6Pasir [email protected] Rp.Rp.0.0090m7koral [email protected] Rp.Rp.0.0600Kgkait [email protected] Rp.Rp.JumlahRp.Pekerjaan GALIAN & TIMBUNAN PIPA31 m Galian Tanah biasaTenaga Kerja :[email protected] [email protected] Rp.Rp.JumlahRp.1 m' Galian Pipa 50 - 75 mm (0,250 x 0,70) x1,00 = 0,175 m3 x= Rp.1 m' Galian Pipa 100-200 mm (0,375 x 1,00) x 1,00 = 0,375 m3 x= Rp.1 m' Galian Pipa 250-300 mm (0,45 x 1,30) x 1,00 = 0,585 m3 x= Rp.1 m' Galian Pipa 350-400 mm (0,50 x 1,50) x 1,00 = 0,750 m3 x= Rp.41m Galian Tanah Lumpur :Tenaga Kerja :[email protected] [email protected] Rp.Rp.JumlahRp.51m Galian Tanah Keras :Tenaga Kerja :[email protected] [email protected] Rp.Rp.JumlahRp.6An. TSN 6.61m Galian Tanah Cadas berbatu :Tenaga Kerja :[email protected] [email protected] Rp.Rp.JumlahRp.71 m Buang Tanah Galian sejauh 30 m :Tenaga Kerja :[email protected] [email protected] Rp.Rp.Jumlah =Rp.Total Galian tanah dibuang ( TSN 6.1 + TSN 6.8 ) . . . . . . . . . . .Rp.81 m Timbunan Tanah :0.333Dihitung 1/3 indek [email protected] Rp.Rp.Jumlah =Rp.1 m' Timbunan tanah 50-75 mm (0,250 x 0,45) x 1,00 =0.1125Rp.1 m' Timbunan tanah 100-200 mm (0,375 x 0.625) x 1,00 =0.2344Rp.1 m' Timbunan tanah 250-300 mm (0,450 x 0.85) x 1,00 =0.3825Rp.1 m' Timbunan tanah 350-400 mm (0,500 x 1,00) x 1,00 =0.5000Rp.91 m Timbunan Pasir Urug dipadatkan :Tenaga Kerja :[email protected] [email protected] Rp.Rp.Bahan :1.200mPasir [email protected] Rp.Rp.Jumlah =Rp.Pekerjaan BATU KALI101m Pasangan batu kali camp. 1 : 3Bahan :1.200mBatu [email protected] Rp.Rp.202.000KgSemen [email protected] Rp.Rp.0.485mPsr [email protected] Rp.Rp.Tenaga Kerja :[email protected] Rp.Rp.0.750OHTukang [email protected] Rp.Rp.0.075OHKpl. [email protected] [email protected] Rp.Rp.Jumlah =Rp.11Membuat 1 m3 lantai kerja beton mutu fc = 7,4 MPa (K 125), slump (3-6) cm, w/c =0.87Bahan :197.000230.00KgPortland [email protected] Rp.Rp.0.470893.00KgPasir [email protected] Rp.Rp.0.9401,027.00KgSplit beton (max. 30 mm)@ [email protected] Rp.Rp.Tenaga Kerja :[email protected] Rp.Rp.1.6500.200OHTukang [email protected] Rp.Rp.0.2500.020OHKepala [email protected] [email protected] Rp.Rp.0.080Jumlah =12Membuat 1 m3 beton mutu fc = 14,5 MPa (K 175), slump (12 2) cm, w/c = 0.66Bahan :326.00KgPortland [email protected] Rp.Rp.760.00KgPasir [email protected] Rp.Rp.1,029.00KgSplit beton (max. 30 mm)@ [email protected] Rp.Rp.Tenaga Kerja :[email protected] Rp.Rp.0.275OHTukang [email protected] Rp.Rp.0.028OHKepala [email protected] [email protected] Rp.Rp.Jumlah =13Membuat 1 m3 beton mutu fc = 19,3 MPa (K 225), slump (12 2) cm, w/c = 0.58Bahan :371.00KgPortland [email protected] Rp.Rp.698.00KgPasir [email protected] Rp.Rp.1,047.00KgSplit beton (max. 30 mm)@ [email protected] Rp.Rp.Tenaga Kerja :[email protected] Rp.Rp.0.275OHTukang [email protected] Rp.Rp.0.028OHKepala [email protected] [email protected] Rp.Rp.Jumlah =Rp.CATATANBobot isi pasir = 1.400 kg/m3, Bobot isi kerikil = 1.350 kg/m3, Bukling factor pasir = 20 %14Pembesian 10 kg dengan besi polos atau besi ulirTenaga Kerja :[email protected] Rp.Rp.0.070OHTukang [email protected] Rp.Rp.0.007OHKepala tukang [email protected] [email protected] Rp.Rp.Bahan :10.50KgBesi Beton (polos/ulir)@ Rp.Rp.0.15KgKawat [email protected] Rp.Rp.Jumlah =Rp.Harga per KgRp.15Memasang 1 m2 bekisting untuk sloofBahan :0.045mKayu klas [email protected] Rp.Rp.0.300kgPaku 2'-5'@ Rp.Rp.0.100ltrMinyak [email protected] Rp.Rp.Tenaga Kerja :[email protected] Rp.Rp.0.260OHTukang [email protected] Rp.Rp.0.026OHKepala [email protected] [email protected] Rp.Rp.Jumlah =Rp.PEKERJAAN DINDING161 m2 Pasangan dinding Hollow Blok HB. 15 camp. 1 : 3Bahan :[email protected] Rp.Rp.22.740kgPortland [email protected] Rp.Rp.0.550mPasir [email protected] Rp.Rp.0.280KgBesi angker 8 [email protected] Rp.Rp.Tenaga Kerja :[email protected] Rp.Rp.0.120OHTukang [email protected] Rp.Rp.0.012OHKpl. [email protected] [email protected] Rp.Rp.Jumlah =Rp.PEKERJAAN PLESTERAN171m Plesteran kedap air Camp. 1 : 2 tebal 20 mmBahan :13.632KgPortland [email protected] Rp.Rp.0.027mPasir [email protected] Rp.Rp.Tenaga Kerja :[email protected] Rp.Rp.0.200OHTukang [email protected] Rp.Rp.0.020OHKepala [email protected] [email protected] Rp.Rp.Jumlah =Rp.18Memasang 1 m2 plesteran 1 PC : 4 PP, tebal 20 mmBahan :8.320KgPortland [email protected] Rp.Rp.0.032mPasir [email protected] Rp.Rp.Tenaga Kerja :[email protected] Rp.Rp.0.200OHTukang [email protected] Rp.Rp.0.020OHKepala [email protected] [email protected] Rp.Rp.Jumlah =Rp.19Memasang 1 m2 plesteran 1 PC : 6 PP, tebal 20 mmBahan :5.888KgPortland [email protected] Rp.Rp.0.036mPasir [email protected] Rp.Rp.Tenaga Kerja :[email protected] Rp.Rp.0.200OHTukang [email protected] Rp.Rp.0.020OHKepala [email protected] [email protected] Rp.Rp.Jumlah =Rp.201 bh bak gate vale camp. 1:2:3 untuk 75-50 mm0.208M3Beton K = [email protected] [email protected] [email protected] Rp.Rp.0.05122.040M2Plesteran camp 1:[email protected] Rp.Rp.0.370.648M3Galian [email protected] Rp.Rp.0.130M3Buang tanah [email protected] Rp.Rp.1.000SetBesi Siku 50 x50 x [email protected] Rp.Rp.Jumlah =Rp.211 bh bak gate vale camp. 1:2:3 untuk 100 - 200 mm0.288M3Beton Bertulang 1: 2 : [email protected] [email protected] [email protected] [email protected] Rp.Rp.1.000M3Galian [email protected] Rp.Rp.0.200M3Buang tanah [email protected] Rp.Rp.1.000SetBesi Siku 50 x50 x [email protected] Rp.Rp.Jumlah =Rp.ANALISA TAKSIR PEMASANGAN PIPA PVC226 m Pemasangan Pipa PVC 75 mm :[email protected] Rp.= [email protected] Rp.= Rp.0.167OHTukang Pasang [email protected] Rp.= Rp.6.000MPengetesan [email protected] Rp.= Rp.6.000MPengurasan & [email protected] Rp.= Rp.1.000BtgOngkos Angkut [email protected] Rp.= [email protected] Rp.= Rp.Jumlah == Rp.1 m' Pemasangan Pipa PVC 75 mm = 1/6 x= Rp.236 m Pemasangan Pipa PVC 100 mm :[email protected] Rp.= [email protected] Rp.= Rp.0.200OHTukang Pasang [email protected] Rp.= Rp.6.000MPengetesan [email protected] Rp.= Rp.6.000MPengurasan & [email protected] Rp.= Rp.1.000BtgOngkos Angkut [email protected] Rp.= [email protected] Rp.= Rp.Jumlah == Rp.1 m' Pemasangan Pipa PVC 100 mm = 1/6 x= Rp.24An. Taksir6 m Pemasangan Pipa PVC 150 mm :[email protected] Rp.= [email protected] Rp.= Rp.0.286OHTukang Pasang [email protected] Rp.= Rp.1.000BtgOngkos Angkut [email protected] Rp.= [email protected] Rp.= Rp.= Rp.1 m' Pemasangan Pipa PVC 150 mm = 1/6 x= Rp.ANALISA TAKSIR PEKERJAAN PENGETESAN & PENGURASAN PIPAPengetesan Pipa25Pengetesan pipa 50 mm1.099m3air [email protected] Rp.= [email protected] Rp.= [email protected] Rp.= [email protected] Rp.= Rp.1.000hksewa alat pengetesan [email protected] Rp.= Rp.200 m' pengetesan pipa 50 mm= Rp.biaya pengetesan pipa/m= Rp.26Pengetesan pipa 75 mm2.473m3air [email protected] Rp.= [email protected] Rp.= [email protected] Rp.= [email protected] Rp.= Rp.1.000hksewa alat pengetesan [email protected] Rp.= Rp.200 m' pengetesan pipa 75 mm= Rp.biaya pengetesan pipa/m= Rp.27Pengetesan pipa 100 mm4.396m3air [email protected] Rp.= [email protected] Rp.= [email protected] Rp.= [email protected] Rp.= Rp.1.000hksewa alat pengetesan [email protected] Rp.= Rp.200 m' pengetesan pipa 100 mm= Rp.biaya pengetesan pipa/m= Rp.28Pengetesan pipa 150 mm9.891m3air [email protected] Rp.= [email protected] Rp.= [email protected] Rp.= [email protected] Rp.= Rp.1.000hksewa alat pengetesan [email protected] Rp.= Rp.200 m' pengetesan pipa 150 mm= Rp.biaya pengetesan pipa/m= Rp.29Pd1.5Pengetesan pipa 200 mm17.584m3air [email protected] Rp.= [email protected] Rp.= [email protected] Rp.= [email protected] Rp.= Rp.1.000hksewa alat pengetesan [email protected] Rp.= Rp.200 m' pengetesan pipa 200 mm= Rp.biaya pengetesan pipa/m= Rp.Pengurasan & Desinfeksi30Pd2.1Pengurasan dan desinfeksi pipa 50 mm1.099m3air [email protected] Rp.= Rp.0.019kgkaporit 60 % 10 [email protected] Rp.= [email protected] Rp.= [email protected] Rp.= [email protected] Rp.= Rp.1.000hksewa alat pengetesan [email protected] Rp.= Rp.200 m' pengurasan dan desinfeksi pipa 50 mm= Rp.biaya pengurasan & desinfeksi pipa/m= Rp.31Pd2.2Pengurasan dan desinfeksi pipa 75 mm2.473m3air [email protected] Rp.= Rp.0.042kgkaporit 60 % 10 [email protected] Rp.= [email protected] Rp.= [email protected] Rp.= [email protected] Rp.= Rp.1.000hksewa alat pengetesan [email protected] Rp.= Rp.200 m' pengurasan dan desinfeksi pipa 75 mm= Rp.biaya pengurasan & desinfeksi pipa/m= Rp.32Pd2.3Pengurasan dan desinfeksi pipa 100 mm4.396m3air [email protected] Rp.= Rp.0.075kgkaporit 60 % 10 [email protected] Rp.= [email protected] Rp.= [email protected] Rp.= [email protected] Rp.= Rp.1.000hksewa alat pengetesan [email protected] Rp.= Rp.200 m' pengurasan dan desinfeksi pipa 100 mm= Rp.biaya pengurasan & desinfeksi pipa/m= Rp.33Pd2.4Pengurasan dan desinfeksi pipa 150 mm9.891m3air [email protected] Rp.= Rp.0.168kgkaporit 60 % 10 [email protected] Rp.= [email protected] Rp.= [email protected] Rp.= [email protected] Rp.= Rp.1.000hksewa alat pengetesan [email protected] Rp.= Rp.200 m' pengurasan dan desinfeksi pipa 150 mm= Rp.biaya pengurasan & desinfeksi pipa/m= Rp.34Pd2.5Pengurasan dan desinfeksi pipa 200 mm17.584m3air [email protected] Rp.= Rp.0.299kgkaporit 60 % 10 [email protected] Rp.= [email protected] Rp.= [email protected] Rp.= [email protected] Rp.= Rp.1.000hksewa alat pengetesan [email protected] Rp.= Rp.200 m' pengurasan dan desinfeksi pipa 200 mm= Rp.biaya pengurasan & desinfeksi pipa/m= Rp.Pekerjaan PENGECATAN :35An.K.23100 m Mengecat :[email protected] Rp.Rp.0.750OHKepala [email protected] [email protected] [email protected] Rp.Rp.Jumlah =Rp.1 m Pengecatan = 1/100 xRp.36Supl K.23aCat Besi / Kilat :2.000Upah [email protected] Rp.Rp.0.283KgCat [email protected] Rp.Rp.Jumlah =Rp.Pekerjaan ATAP & KAYU :37An. BOWPek. Tiang Pancang dicincin dan dilancipkan (E.1)[email protected] Rp.Rp.0.0250OHKepala [email protected] [email protected] [email protected] Rp.Rp.Jumlah =Rp.38An. BOWMembuat Pen & Lubang pada Tiang Balok Pemikul (E.1/Tiang)[email protected] Rp.Rp.0.0600OHKepala [email protected] Rp.Rp.Jumlah =Rp.39An. BOWMenumbuk Tiang Tongkat di Tanah yang lembek (dihitung bagian yang masuk) E.13/M'[email protected] Rp.Rp.0.0040OHKepala [email protected] [email protected] [email protected] Rp.Rp.Jumlah =Rp.68An. BOWPekerjaan Kayu Kasar Penahan, Keep, Gelegar Kayu Belian (F.1/M2)[email protected] Rp.Rp.0.0040OHKepala [email protected] [email protected] [email protected] [email protected] Rp.Rp.1.1000M3Kayu [email protected] Rp.Rp.Jumlah =Rp.

Sheet2MATA PEMBAYARAN PEKERJAAN LAINNYASATUAN KERJA:PENGEMBANGAN KINERJA PENGELOLAAN AIR MINUM KALIMANTAN BARATPEKERJAAN:PENGADAAN DAN PEMASANGAN WASH OUT 100 X 75 MMLOKASI:DESA KAYU UJUNG KEC. KETUNGAU TENGAH KAB.SINTANGTAHUN ANGGARAN:2013HARGAJUMLAHNo.URAIAN PEKERJAANSATUANVOLUMESATUANHARGA(Rp.)(Rp.)APENGADAAN MATERIAL- All flanged tee GIP 100 x 75 mmUnit1.00- Gate valve DN 100 mm flange jointUnit1.00- Gate valve DN 75 mm flange jointUnit1.00- Baut 3/4" x 3"Bh8.00- Baut 3/8" x 3"Bh4.00- Flange ring 100 mmBh2.00- Flange ring 75 mmBh2.00- Packing 100 mmBh2.00- Packing 75 mmBh2.00Sub Total A.0.0B.Pekerjaan Tutup Box Valve1Pekerjaan Tanah- Galian Tanahm31.10- Urugan Tanah kembalim30.222Pekerjaan Beton- Bak valve beton bertulang K-175Bh1.000.05120.1024- Trust Block beton K-175m30.300.03840.0768Sub Total B.0.00.1792JUMLAH (A + B)0.0MATA PEMBAYARAN PEKERJAAN LAINNYASATUAN KERJA:PENGEMBANGAN KINERJA PENGELOLAAN AIR MINUMPEKERJAAN:PENGADAAN DAN PEMASANGAN WASH OUT 75 X 50 MMLOKASI:DESA KAYU UJUNG KEC. KETUNGAU TENGAH KAB.SINTANGTAHUN ANGGARAN:2013HARGAJUMLAHNo.URAIAN PEKERJAANSATUANVOLUMESATUANHARGA(Rp.)(Rp.)APENGADAAN MATERIAL- All flanged tee GIP 75 x 50 mmUnit1.00- Gate valve DN 75 mm flange jointUnit1.00- Gate valve DN 50 mm flange jointUnit1.00- Baut 3/4" x 3"Bh8.001.875- Baut 3/8" x 3"Bh4.000.94- Flange ring 75 mmBh2.00- Flange ring 50 mmBh2.00- Packing 100 mmBh2.00- Packing 75 mmBh2.00Sub Total A.0.0B.Pekerjaan Tutup Box Valve1Pekerjaan Tanah- Galian Tanahm31.10- Urugan Tanah kembalim30.572Pekerjaan Beton- Bak valve beton bertulang K-175Bh1.00- Trust Block beton K-175m30.301.9230.82.4Sub Total B.0.02.40.2181818182JUMLAH (A + B)0.01.7454545455MATA PEMBAYARAN PEKERJAAN LAINNYASATUAN KERJA:PENGEMBANGAN KINERJA PENGELOLAAN AIR MINUMPEKERJAAN:PENGADAAN DAN PEMASANGAN AIR VALVE PADA PIPA 100 MMLOKASI:DESA KAYU UJUNG KEC. KETUNGAU TENGAH KAB.SINTANGTAHUN ANGGARAN:2013NOURAIAN PEKERJAANSATUANVOLUMEHARGAJUMLAHSATUANHARGA(Rp)(Rp)A.PENGADAAN MATERIAL- Saddle Clamp 100/50Unit1.00- Air Valve 50 mmUnit1.00- Loose Flange 50 mmUnit1.00- Packing 50 mmBh2.00- Baut 5/8" x 3"Bh4.001.5625Sub Total A.0.0B.Pekerjaan Tutup Box Valve1Pekerjaan Tanah- Galian Tanahm31.10- Urugan Tanah kembalim30.372Pekerjaan Beton- Bak valve beton bertulang K-175Bh1.10- Trust Block beton K-175m30.301.68Sub Total B.0.0JUMLAH (A + B)0.0MATA PEMBAYARAN PEKERJAAN LAINNYASATUAN KERJA:PENGEMBANGAN KINERJA PENGELOLAAN AIR MINUMPEKERJAAN:PENGADAAN DAN PEMASANGAN AIR VALVE PADA PIPA 75 MMLOKASI:DESA KAYU UJUNG KEC. KETUNGAU TENGAH KAB.SINTANGTAHUN ANGGARAN:2013NOURAIAN PEKERJAANSATUANVOLUMEHARGAJUMLAHSATUANHARGA(Rp)(Rp)A.PENGADAAN MATERIAL- Saddle Clamp 75/25Unit1.00- Air Valve 25 mmUnit1.00- Loose Flange 25 mmUnit1.00- PackingBh2.00- Baut 5/8" x 3"Bh4.00Sub Total A.0.0B.Pekerjaan Tutup Box Valve1Pekerjaan Tanah- Galian Tanahm31.30- Urugan Tanah kembalim30.572Pekerjaan Beton- Bak valve beton bertulang K-175Bh1.00- Trust Block beton K-175m30.30Sub Total B.0.0JUMLAH (A + B)0.0MATA PEMBAYARAN PEKERJAAN LAINNYASATUAN KERJA:PENGEMBANGAN KINERJA PENGELOLAAN AIR MINUMPEKERJAAN:PEMBUATAN PERLINTASAN PIPA GI 100 MM, L = 12 M'LOKASI:DESA KAYU UJUNG KEC. KETUNGAU TENGAH KAB.SINTANGTAHUN ANGGARAN:2013HARGAJUMLAHNo.URAIAN PEKERJAANSATUANKUANTITASSATUANHARGA(Rp.)(Rp.)IBAHAN1Pipa klas Medium GI 100 mmM'18.002All flanged Bend GI 100 mm x 45 Bh4.003All flanged tee GI 100 x 50 mmBh1.004flanged las 100 mmBh4.005Packing 100 mmBh4.006Mur Baut 3/4" x 3"Bh24.007Air valveBh1.008Pembuatan besi Matahari pengamanBh2.0019Pengadaan & Pemasangan wash out dia. 75 mmUnit1.00IIPEMASANGAN1- Tongkat kayu belian 10/10 lengkap alas + laciBtg1.5010.40000.042- Keep 10/10 - 1 MM0.0401.10080.0643- Selempang 4/8 - 2 MM0.0641.50084- Melancipkan tiangBh10.005- Membuat lubang + penBh10.006- Menumbuk tiangBh10.007- Pemasangan Perlintasan & accessoriesUnit1.00Jumlah0.0MATA PEMBAYARAN PEKERJAAN LAINNYASATUAN KERJA:PENGEMBANGAN KINERJA PENGELOLAAN AIR MINUMPEKERJAAN:PEMBUATAN PERLINTASAN PIPA GI 100 MM, L = 6 M'LOKASI:DESA KAYU UJUNG KEC. KETUNGAU TENGAH KAB.SINTANGTAHUN ANGGARAN:2013HARGAJUMLAHNo.URAIAN PEKERJAANSATUANKUANTITASSATUANHARGA(Rp.)(Rp.)IBAHAN1Pipa klas Medium GI 100 mmM'12.002All flanged Bend GI 100 mm x 45 Bh4.003All flanged tee GI 100 x 50 mmBh1.004flanged las 100 mmBh4.005Packing 100 mmBh4.006Mur Baut 3/4" x 3"Bh24.007Air valveBh1.008Pembuatan besi Matahari pengamanBh2.009Pengadaan & Pemasangan wash out dia. 75 mmUnit1.00IIPEMASANGAN1- Tongkat kayu belian 10/10 lengkap alas + laciBtg0.3510.230.0240.03842- Keep 10/10 - 1 MM0.0240.123- Selempang 4/8 - 2 MM0.0380.3514- Melancipkan tiangBh6.005- Membuat lubang + penBh6.006- Menumbuk tiangBh6.007- Pemasangan Perlintasan & accessoriesUnit1.00Jumlah0.0MATA PEMBAYARAN PEKERJAAN LAINNYASATUAN KERJA:PENGEMBANGAN KINERJA PENGELOLAAN AIR MINUMPEKERJAAN:PEMBUATAN PERLINTASAN PIPA GI 75 MM, L = 12 M'LOKASI:DESA KAYU UJUNG KEC. KETUNGAU TENGAH KAB.SINTANGTAHUN ANGGARAN:2013HARGAJUMLAHNo.URAIAN PEKERJAANSATUANKUANTITASSATUANHARGA(Rp.)(Rp.)IBAHAN1Pipa klas Medium GI 75 mmM'18.002All flanged Bend GI 750 mm x 45 Bh4.003All flanged tee GI 75 x 50 mmBh1.004flanged las 75 mmBh4.005Packing 75 mmBh4.006Mur Baut 3/4" x 3"Bh24.007Air valveBh1.008Pembuatan besi Matahari pengamanBh2.009Pengadaan & Pemasangan wash out dia. 75 mmUnit1.00IIPEMASANGAN1- Tongkat kayu belian 10/10 lengkap alas + laciBtg1.5012- Keep 10/10 - 1 MM0.0403- Selempang 4/8 - 2 MM0.0644- Melancipkan tiangBh10.005- Membuat lubang + penBh10.006- Menumbuk tiangBh10.007- Pemasangan Perlintasan & accessoriesUnit1.00Jumlah0.0MATA PEMBAYARAN PEKERJAAN LAINNYASATUAN KERJA:PENGEMBANGAN KINERJA PENGELOLAAN AIR MINUMPEKERJAAN:PEMBUATAN PERLINTASAN PIPA GI 75 MM, L = 6 M'LOKASI:DESA KAYU UJUNG KEC. KETUNGAU TENGAH KAB.SINTANGTAHUN ANGGARAN:2013HARGAJUMLAHNo.URAIAN PEKERJAANSATUANKUANTITASSATUANHARGA(Rp.)(Rp.)IBAHAN1Pipa klas Medium GI 75 mmM'12.002All flanged Bend GI 750 mm x 45 Bh4.003All flanged tee GI 75 x 50 mmBh1.004flanged las 75 mmBh4.005Packing 75 mmBh4.006Mur Baut 3/4" x 3"Bh24.007Air valveBh1.008Pembuatan besi Matahari pengamanBh2.009Pengadaan & Pemasangan wash out dia. 75 mmUnit1.00IIPEMASANGAN1Tongkat kayu belian 10/10 lengkap alas + laciBtg0.3512Keep 10/10 - 1 MM0.0243Selempang 4/8 - 2 MM0.0384Melancipkan tiangBh6.005Membuat lubang + penBh6.006Menumbuk tiangBh6.007Pemasangan Perlintasan & accessoriesUnit1.00Jumlah0.0