Rekap TLJK O P P E R U S A H A A NR E K A P I T U L A S IKEGIATAN: REHABILITASI GOR TRI LOMBA JUANG KOTA SEMARANGPEKERJAAN: REHABILITASI GOR TRI LOMBA JUANG TAHAP IIIL O K A S I: Jl. TRI LOMBA JUANG, SEMARANGTH. ANGG.: 2015NO.URAIAN PEKERJAANJUMLAH HARGAPEKERJAAN STANDARTI.PEKERJAAN PERSIAPANRp224,035,000.00IIPEKERJAAN PLAZARp1,295,022,254.25III.PEKERJAAN LAPANGAN BADMINTON (INDOOR)Rp7,680,464,734.44IV.PEKERJAAN TRIBUN TIMURRp1,185,968,010.19V.PEKERJAAN ATMRp104,777,778.93VI.PEKERJAAN LAPANGAN PANJAT TEBINGRp577,352,717.32VII.PEKERJAAN AREA ATLETIKRp3,475,262,515.45VIII.PEKERJAAN AREA SENAM DAN FITNESRp209,149,238.10IX.PEKERJAAN TAMBAHAN PADA TAHAP IIRp805,745,726.79PEKERJAAN NON STANDARTI.PEKERJAAN ELEKTRIKALRp0.0II.PEKERJAAN PLUMBINGRp0.0III.PEKERJAAN LINGKUNGANRp144,713,120.46IV.PEKERJAAN TALUD, PAGAR, TAMAN DAN PAVINGRp308,199,165.49JUMLAHRp16,010,690,261.43PPN 10%Rp1,601,069,026.14JUMLAH TOTALRp17,611,759,287.57DIBULATKANRp17,611,759,000.00Terbilang :Semarang, 2015Dibuat oleh :CV/PT...Direktur

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Rekap 2REKAPITULASIKEGIATAN: REHABILITASI GOR TRI LOMBA JUANG KOTA SEMARANGPEKERJAAN: REHABILITASI GOR TRI LOMBA JUANG TAHAP IIIL O K A S I: Jl. TRI LOMBA JUANG, SEMARANGTH. ANGG.: 2015NO.URAIAN PEKERJAANJUMLAH HARGAPEKERJAAN STANDARTI.PEKERJAAN PERSIAPANRp224,035,000.00Total Sub Pek.Rp224,035,000.00224,035,000.00IIPEKERJAAN PLAZAA.PEKERJAAN TANAH DAN PASIRRp13,832,191.73B.PEKERJAAN PONDASIRp285,784,294.31C.PEKERJAAN BETON STRUKTURRp607,865,830.20D.PEKERJAAN PASANGANRp90,962,928.06E.PEKERJAAN PENUTUP LANTAI DAN DINDINGRp241,300,018.65F.PEKERJAAN PLAFONDRp38,839,995.18G.PEKERJAAN CAT DAN RALLINGRp16,436,996.13Total Sub Pek.Rp1,295,022,254.251,295,022,254.25III.PEKERJAAN LAPANGAN BADMINTON (INDOOR)A.PEKERJAAN TANAH DAN PASIRRp139,363,449.50B.PEKERJAAN PONDASIRp552,305,061.80C.PEKERJAAN STRUKTURRp3,833,958,244.10D.PEKERJAAN PASANGANRp802,978,664.10E.PEKERJAAN LANTAI DAN PELAPIS DINDINGRp372,802,455.10F.PEKERJAAN LAPANGAN BADMINTONRp504,151,478.35G.PEKERJAAN PLAFONDRp1,005,949,534.22H.PEKERJAAN PINTU, KACA & PAGARRp222,772,546.61I.PEKERJAAN SANITAIRRp29,543,642.74J.PEKERJAAN ACP (ALLUMUNIUM COMPOSIT PANEL)Rp92,796,375.00K.PEKERJAAN FINISHINGRp123,843,282.92Total Sub Pek.Rp7,680,464,734.447,680,464,734.44IV.PEKERJAAN TRIBUN TIMURA.PEKERJAAN TANAH DAN PASIRRp23,099,016.05B.PEKERJAAN PONDASIRp96,048,113.21C.PEKERJAAN STRUKTURRp835,849,463.57D.PEKERJAAN PASANGANRp84,496,843.75E.PEKERJAAN LANTAI DAN PELAPIS DINDINGRp47,053,473.94F.PEKERJAAN PLAFONDRp34,449,573.79G.PEKERJAAN PINTU, KACA & PAGAR STAINLESS STEELRp40,169,715.04H.PEKERJAAN SANITAIRRp10,570,330.50I.PEKERJAAN FINISHINGRp14,231,480.34Total Sub Pek.Rp1,185,968,010.191,185,968,010.19V.PEKERJAAN ATMA.PEKERJAAN TANAH DAN PASIRRp3,184,818.18B.PEKERJAAN PONDASIRp8,641,153.95C.PEKERJAAN STRUKTURRp34,713,659.71D.PEKERJAAN PASANGANRp22,129,431.70E.PEKERJAAN LANTAI DAN PELAPIS DINDINGRp10,025,334.64F.PEKERJAAN PLAFONDRp6,622,812.88G.PEKERJAAN PINTU & KACARp15,630,404.35H.PEKERJAAN FINISHINGRp3,830,163.54Total Sub Pek.Rp104,777,778.93104,777,778.93VI.PEKERJAAN LAPANGAN PANJAT TEBINGA.PEKERJAAN PONDASIRp$40,339,155B.PEKERJAAN KONSTRUKSI RANGKA BAJARp$537,013,562C.PEKERJAAN DINDINGRp0.0D.PEKERJAAN PENGECATANRp0.0Total Sub Pek.Rp$577,352,717577,352,717.32VII.PEKERJAAN AREA ATLETIKA.TRACK LARIRp2,539,572,554.33B.HALANG RINTANGRp99,214,606.65C.LAPANGAN RUMPUTRp150,121,918.38D.LEMPAR LEMBINGRp78,075,921.04E.TOLAK PELURURp4,188,159.59F.LEMPAR CAKRAM/ MARTILRp4,887,678.11F.LOMPAT JAUHRp77,045,798.56G.PEKERJAAN SALURAN DRAINASI LAPANGANRp522,155,878.79Total Sub Pek.Rp3,475,262,515.453,475,262,515.45VIII.PEKERJAAN AREA SENAM DAN FITNESAPEKERJAAN TANAH, PASIR DAN BETONRp65,339,204.52BPEKERJAAN LANTAIRp143,810,033.58Total Sub Pek.Rp209,149,238.10209,149,238.10IX.PEKERJAAN TAMBAHAN PADA TAHAP IIA.PEKERJAAN LAPANGAN TENISRp752,610,112.07B.PEKERJAAN RUKORp22,584,470.00C.PEKERJAAN ARCADE DAN PLAZARp30,551,144.72Total Sub Pek.Rp805,745,726.79805,745,726.79PEKERJAAN NON STANDARTI.PEKERJAAN ELEKTRIKALA.PEKERJAAN PANEL LISTRIKRp0.0B.PEKERJAAN KABEL FEEDERRp0.0C.PEKERJAAN INSTALASI LISTRIKRp0.0Total Sub Pek.Rp0.00.0II.PEKERJAAN PLUMBINGA.PEKERJAAN AIR BERSIHRp0.0B.PEKERJAAN AIR KOTOR & BEKASRp0.0C.PEKERJAAN AIR HUJANRp0.0Total Sub Pek.Rp0.00.0III.PEKERJAAN LINGKUNGANA.PEKERJAAN SALURAN SISI TIMURRp133,595,049.09B.PEKERJAAN PERBAIKAN SALURAN DEPAN ARCADERp11,118,071.37Total Sub Pek.Rp144,713,120.46144,713,120.46IV.PEKERJAAN TALUD, PAGAR, TAMAN DAN PAVINGA.PEKERJAAN TALUD SELATANRp140,522,247.36B.PEKERJAAN PAGAR SISI BARATRp127,776,918.13C.PEKERJAAN TAMAN DAN PAVINGRp39,900,000.00Total Sub Pek.Rp308,199,165.49308,199,165.49TOTAL PEKERJAANRp16,010,690,261.430.0

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RABK O P P E R U S A H A A NBILL OF QUANTITY (BQ)KEGIATAN: REHABILITASI GOR TRI LOMBA JUANG KOTA SEMARANGPEKERJAAN: REHABILITASI GOR TRI LOMBA JUANG TAHAP IIIL O K A S I: Jl. TRI LOMBA JUANG, SEMARANGTH. ANGG.: 2015No.URAIAN PEKERJAANSATVOLUMEHARGA SAT (Rp)JML. HARGA (Rp)JUMLAH (Rp)PEKERJAAN STANDARTI.PEKERJAAN PERSIAPAN1Uitzet dan bouwplankLs1.0045,000,000.0045,000,000.002Administrasi dan DokumentasiLs1.005,500,000.005,500,000.003Pekerjaan pembersihanLs1.008,700,000.008,700,000.004Sewa Pagar Sementara dari Seng Gelombang, tinggi 2 mLs1.00164,835,000.00164,835,000.00Jumlah Pek.224,035,000.00224,035,000.00IIPEKERJAAN PLAZAA.PEKERJAAN TANAH DAN PASIR1Galian tanah pond. sumuran, pile cap & tie beamM3173.0963,607.5011,009,822.182Urugan tanah kembali pond sumuran, pile cap, & tie beamM350.2021,202.501,064,365.503Urugan pasir bawah pond sumuran, pile cape & tie beamM312.03146,135.001,758,004.05Jumlah Pek.13,832,191.7313,832,191.73B.PEKERJAAN PONDASI1Pondasi sumuran 100 (P1)-Lantai kerja pondasi sumuran 1:3:5M30.86854,986.08735,288.03-Beton cyclop (60% Beton K300, 40% batu belah) & PembesianM349.09774,499.0038,020,155.91-Pembesian angkur ulir U32Kg1,795.2610,302.0518,494,858.28-Pembesian angkur polus U24Kg219.4210,071.052,209,789.79-Bekisting pas bata 1 : 3M2196.34113,359.5422,257,011.592Lantai kerja beton 1:3:5 (bawah pile cap & tie beam)M35.15854,986.084,403,178.303Pile Cap P1 (150/150)-Beton mutu K-250M324.861,034,560.0625,719,163.02-Pembesian Ulir U32Kg4,528.6910,302.0546,654,790.81-Bekisting 2 kali pakaiM266.30177,567.5011,772,725.254Foot Plat F1 (125/125)-Beton mutu K-250M36.881,034,560.067,117,773.19-Pembesian Ulir U32Kg1,341.9610,302.0513,824,939.02-BekistingM216.00177,567.502,841,080.005Tie Beam TB (25/40)-Beton mutu K-250M319.521,034,560.0620,194,612.32-Pembesian Ulir U32kg2,096.0510,302.0521,593,611.90-Pembesian Polos U24kg1,539.3710,071.0515,503,072.24-Bekisting 2 kali pakaiM2177.98193,517.5034,442,244.65Jumlah Pek.285,784,294.31285,784,294.31C.PEKERJAAN BETON STRUKTURC.1LANTAI -BASEMENT1Kolom struktur K1 (30/40)-Beton mutu K-250M36.241,034,560.066,455,654.76-Pembesian Ulir U32Kg1,026.0010,302.0510,569,903.30-Pembesian Polos U24Kg494.0910,071.054,976,005.09-Bekisting 2 kali pakaiM277.80303,748.5023,631,633.302Kolom struktur K2 (30/30)-Beton mutu K-250M35.261,034,560.065,441,785.90-Pembesian Ulir U32Kg867.8510,302.058,940,634.09-Pembesian Polos U24Kg440.0710,071.054,431,966.97-Bekisting 2 kali pakaiM270.13303,748.5021,301,882.313Tangga lantai -Basement ke lantai -01 plaza-Beton mutu K-250M35.271,034,560.065,452,131.50-Pembesian Polos U24Kg904.6610,071.059,110,876.09-Bekisting 2 kali pakaiM253.26271,793.5014,475,721.814Ram Basement ke lantai -01 plaza-Beton mutu K-250M34.371,034,560.064,521,027.45-Pembesian Wire Mess M8Kg396.6822,771.109,032,839.95-Bekisting 2 kali pakaiM241.28375,468.5015,499,339.68-Floor HardenerM236.4025,000.00910,000.00Jumlah Sub Pek.144,751,402.20C.2LANTAI - 01 (PLAZA)1Pekerjaan Balok B1(30/50)-Beton mutu K-250M320.951,034,560.0621,674,033.20-Pembesian Ulir U32Kg2,799.2110,302.0528,837,601.38-Pembesian Polos U24Kg966.9810,071.059,738,503.93-Bekisting 2 kali pakaiM2148.04310,018.5045,895,138.742Pekerjaan Balok BA (20/40)-Beton mutu K-250M35.201,034,560.065,379,712.30-Pembesian Ulir U32Kg374.6710,302.053,859,869.07-Pembesian Polos U24Kg330.8710,071.053,332,208.31-BekistingM249.40310,018.5015,314,913.903Lantai beton t = 12 cm-Beton mutu K-250M344.601,034,560.0646,141,378.55-Pembesian Polos U24Kg5,422.4810,071.0554,610,067.20-Bekisting 2 kali pakaiM2840.09271,793.50228,331,001.42Jumlah Sub Pek.463,114,428.00Jumlah Pek.607,865,830.20607,865,830.20D.PEKERJAAN PASANGAN1Pas batu bata 1 : 5 1/2 btM258.44107,595.406,287,875.182Plesteran dinding 1 : 5 t=15mmM2116.8841,270.024,823,639.943Pek acian dindingM2116.8824,043.942,810,255.424SponenganM1,214.1020,237.9424,570,879.925Kolom praktis 15x15M12.0058,239.50698,874.006Ringbalk praktis 15x20M6.6170,068.63463,153.617Reilling tangga dan pagar besi + handreil kayu fin ducoM97.73525,000.0051,308,250.00Jumlah Pek.90,962,928.0690,962,928.06E.PEKERJAAN PENUTUP LANTAI DAN DINDINGE.1LANTAI BASEMENT1Lantai Homogenius Tile 60x60 cm PolishedM252.88290,705.2515,372,493.622Plint Homogenius Tile 10x60 cm PolishedM129.2230,507.49891,428.913Lantai Homegenius Tile 60x60 cm UnpolishedM2396.09290,705.25115,145,442.47Jumlah Sub Pek.131,409,365.00E.2LANTAI - 01 (Plaza)1Pek. Lantai Homegenius Tile 60x60 cm UnpolishedM2281.00290,705.2581,688,175.252Pasang batu candiM2116.79241,480.2528,202,478.40Jumlah Sub Pek.109,890,653.65Jumlah Pek.241,300,018.65241,300,018.65F.PEKERJAAN PLAFONDF.1LANTAI 01 (Area Parkir)1Plafon gypsumboard 9 mm rangka hollow galvanis 40.40.4M252.88494,612.5626,155,111.942Beton ekspose dengan acian fin. CatM2505.0824,043.9412,144,111.953List tepi plafon gygsumM129.2218,506.89540,771.29Jumlah Pek.38,839,995.1838,839,995.18G.PEKERJAAN CAT DAN RALLING1Cat dinding exteriorM258.449,564.50558,949.382Cat PlafonM252.8828,440.501,503,933.643Cat beton exsposeM2505.4128,440.5014,374,113.11Jumlah Pek.16,436,996.1316,436,996.13Total Jumlah Pek.1,295,022,254.25III.PEKERJAAN LAPANGAN BADMINTON (INDOOR)A.PEKERJAAN TANAH DAN PASIR1Galian tanah pondasi sumuran, pile cap, & tie beamM3459.6163,607.5029,234,643.082Galian Tanah Pondasi Batu KaliM332.2663,607.502,051,977.9535Urugan pasir bawah pondasi sumuran, pile cap, & tie beamM314.48146,135.002,116,034.804Urugan pasir bawah pondasi batu kaliM32.69146,135.00393,103.155Urugan pasir bawah lantaiM3115.62146,135.0016,896,128.706Urugan tanah kembali pondasi sumuran, pile cap & tie beamM3114.5521,202.502,428,746.387Urugan tanah kembali pondasi batu kaliM311.8821,202.50251,885.708Urugan tanah padas peninggian peilM3346.86210,237.5072,922,979.259Pemadatan tanah peninggian peilM3346.8637,675.0013,067,950.50Jumlah Pek.139,363,449.50139,363,449.50B.PEKERJAAN PONDASI1Aanstamping (pasangan batu kosong)M36.60417,318.002,754,298.802Pondasi batu kali 1 : 5M311.09782,424.508,677,087.713Pondasi sumuran 150 (P1)-Lantai kerja pondasi sumuran 1 : 3 : 5M39.16854,986.087,831,672.48-Beton cyclop (60% Beton K300, 40% batu belah) & PembesianM3117.63774,499.0091,104,317.37-Pembesian angkur ulir U32Kg2,249.7710,302.0523,177,243.03-Bekisting pas. bata 1 : 3M251.67113,359.545,857,287.304Pondasi sumuran 100 (P2)-Lantai kerja pondasi sumuran 1 : 3 : 5M37.16854,986.086,121,700.32-Beton cyclop (60% Beton K300, 40% batu belah) & PembesianM378.42774,499.0060,736,211.58-Pembesian angkur ulir U32Kg3,499.8910,302.0536,056,041.77-Bekisting pas. bata 1 : 3M254.11113,359.546,133,884.575Lantai kerja beton 1 : 3 : 5 t = 10 cmM35.37854,986.084,591,275.246Pile Cap P1 (200/200)-Beton mutu K-250M361.201,034,560.0663,315,075.50-Pembesian Ulir U32Kg6,743.5210,302.0569,472,080.22-Bekisting 2 kali pakaiM2122.40177,567.5021,734,262.007Pile Cap P2 (150/150)-Beton mutu K-250M351.641,034,560.0653,424,681.35-Pembesian Ulir U32Kg6,490.6410,302.0566,866,897.81-Bekisting 2 kali pakaiM2137.70177,567.5024,451,044.75Jumlah Pek.552,305,061.80552,305,061.80C.PEKERJAAN STRUKTURC.1LANTAI 01 (Area Parkir)1Tie Beam (25/40)-Beton mutu K-250M347.581,034,560.0649,224,367.52-Pembesian Ulir U32Kg3,453.7810,302.0535,581,014.25-Pembesian Polos U24Kg4,117.9710,071.0541,472,281.77-Bekisting 2 kali pakaiM2499.54193,517.5096,669,731.952Kolom K1 (40/60)-Beton mutu K-250M321.601,034,560.0622,346,497.23-Pembesian Ulir U32Kg1,990.8010,302.0520,509,321.14-Pembesian Polos U24Kg1,060.2010,071.0510,677,327.21-Bekisting 2 kali pakaiM2540.00303,748.50164,024,190.003Kolom K2 (40/40)-Beton mutu K-250M312.001,034,560.0612,414,720.69-Pembesian Ulir U32Kg1,896.0010,302.0519,532,686.80-Pembesian Polos U24Kg697.5010,071.057,024,557.38-Bekisting 2 kali pakaiM2168.00303,748.5051,029,748.004Kolom K3 (30/30)-Beton mutu K-250M35.401,034,560.065,586,624.31-Pembesian Ulir U32Kg758.4010,302.057,813,074.72-Pembesian Polos U24Kg409.2010,071.054,121,073.66-Bekisting 2 kali pakaiM272.00303,748.5021,869,892.005Lantai beton t = 12 cm-Beton mutu K-250M3138.751,034,560.06143,545,207.93-Pembesian Wire Mess M8Kg6,300.0222,771.10143,458,385.42-Floor HardenerM2138.7525,000.003,468,750.00Jumlah Sub Pek.860,369,451.97C.2LANTAI - 02 (Lap. Badminton)1Kolom K1 (40/60)-Beton mutu K-250M343.201,034,560.0644,692,994.47-Pembesian Ulir U32Kg3,981.6010,302.0541,018,642.28-Pembesian Polos U24Kg1,735.6510,071.0517,479,817.93-Bekisting 2 kali pakaiM2360.00303,748.50109,349,460.002Kolom K2 (40/40)-Beton mutu K-250M34.801,034,560.064,965,888.27-Pembesian Ulir U32Kg758.4010,302.057,813,074.72-Pembesian Polos U24Kg279.0010,071.052,809,822.95-Bekisting 2 kali pakaiM248.00303,748.5014,579,928.003Kolom K3 (30/30)-Beton mutu K-250M35.401,034,560.065,586,624.31-Pembesian Ulir U32Kg758.4010,302.057,813,074.72-Pembesian Polos U24Kg279.0010,071.052,809,822.95-Bekisting 2 kali pakaiM248.00303,748.5014,579,928.004Kolom K4 (30/40)-Beton mutu K-250M37.201,034,560.067,448,832.41-Pembesian Ulir U32Kg948.0010,302.059,766,343.40-Pembesian Polos U24Kg366.6010,071.053,692,046.93-Bekisting 2 kali pakaiM284.00303,748.5025,514,874.005Kolom K5 (20/20)-Beton mutu K-250M31.201,034,560.061,241,472.07-Pembesian Ulir U32Kg379.2010,302.053,906,537.36-Pembesian Polos U24Kg98.7010,071.05994,012.64-Bekisting 2 kali pakaiM224.00303,748.507,289,964.006Balok struktur B1(30/50)-Beton mutu K-250M331.051,034,560.0632,123,089.77-Pembesian Ulir U32Kg3,653.3210,302.0537,636,685.31-Pembesian Polos U24Kg1,925.1010,071.0519,387,778.36-Bekisting 2 kali pakaiM2241.96310,018.5075,012,076.267Balok struktur B2(30/60)-Beton mutu K-250M346.891,034,560.0648,510,521.08-Pembesian Ulir U32Kg4,546.8310,302.0546,841,670.00-Pembesian Polos U24Kg2,381.7210,071.0523,986,421.21-Bekisting 2 kali pakaiM2338.47310,018.50104,931,961.708Balok Anak BA (20/40)-Beton mutu K-250M316.571,034,560.0617,142,660.15-Pembesian Ulir U32Kg1,021.8810,302.0510,527,458.85-Pembesian Polos U24Kg1,056.2610,071.0510,637,647.27-Bekisting 2 kali pakaiM2182.32310,018.5056,522,572.929Plat lantai Elv.+5,00-Beton mutu K-250M3142.711,034,560.06147,642,065.75-Pembesian Polos U24Kg1,685.2810,071.0516,972,539.14-Bekisting 2 kali pakaiM21,189.21375,468.50446,510,894.8910Balok struktur B4(20/30)-Beton mutu K-250M37.411,034,560.067,666,090.02-Pembesian Ulir U32Kg642.4110,302.056,618,139.94-Pembesian Polos U24Kg595.8510,071.056,000,835.14-Bekisting 2 kali pakaiM246.92310,018.5014,546,068.0211Balok RB (30/50)-Beton mutu K-250M318.321,034,560.0618,953,140.25-Pembesian Ulir U32Kg1,157.6710,302.0511,926,374.22-Pembesian Polos U24Kg1,271.9710,071.0512,810,073.47-Bekisting 2 kali pakaiM2183.18310,018.5056,789,188.8312Balok Talang RB (30/50)-Beton mutu K-250M318.321,034,560.0618,953,140.25-Pembesian Ulir U32Kg1,157.6710,302.0511,926,374.22-Pembesian Polos U24Kg1,271.9710,071.0512,810,073.47-Bekisting 2 kali pakaiM2183.18310,018.5056,789,188.8313Konsol Talang (20/25)-Beton mutu K-250M32.941,034,560.063,041,606.57-Pembesian Ulir U32Kg88.4810,302.05911,525.38-Pembesian Polos U24Kg17.9210,071.05180,473.22-Bekisting 2 kali pakaiM28.12310,018.502,517,350.2213Balok Talang (10/20)-Beton mutu K-250M32.931,034,560.063,031,260.97-Pembesian Polos U24Kg682.8810,071.056,877,318.62-Bekisting 2 kali pakaiM273.27310,018.5022,715,055.5014Plat talang t = 10 cm-Beton mutu K-250M33.911,034,560.064,045,129.82-Pembesian Polos U24Kg409.3810,071.054,122,886.45-Bekisting 2 kali pakaiM2249.12375,468.5093,536,712.72C.2LANTAI - TRIBUN1Balok struktur B2(30/60)-Beton mutu K-250M34.141,034,560.064,283,078.64-Pembesian Ulir U32Kg411.2410,302.054,236,615.04-Pembesian Polos U24Kg161.6110,071.051,627,582.39-Bekisting 2 kali pakaiM231.74310,018.509,839,987.192Balok struktur B3(30/50)-Beton mutu K-250M37.401,034,560.067,655,744.42-Pembesian Ulir U32Kg779.1010,302.058,026,327.16-Pembesian Polos U24Kg458.5810,071.054,618,382.11-Bekisting 2 kali pakaiM258.19310,018.5018,039,976.523Balok struktur B4(20/30)-Beton mutu K-250M31.381,034,560.061,427,692.88-Pembesian Ulir U32Kg119.6010,302.051,232,125.18-Pembesian Polos U24Kg128.3410,071.051,292,518.56-Bekisting 2 kali pakaiM215.64310,018.504,848,689.344Tempat duduk T = 15 cm-Beton mutu K-250M36.831,034,560.067,066,045.19-Pembesian Polos U24Kg3,440.3210,071.0534,647,634.74-Bekisting 2 kali pakaiM271.00271,793.5019,297,338.505Tangga naik t = 15 cm-Beton mutu K-250M37.011,034,560.067,252,266.00-Pembesian Polos U24Kg2,289.4210,071.0523,056,863.29-Bekisting 2 kali pakaiM244.74271,793.5012,160,041.196Bordes t = 25 cm-Beton mutu K-250M30.191,034,560.06196,566.41-Pembesian Polos U24Kg58.6310,071.05590,465.66-Bekisting 2 kali pakaiM22.50271,793.50679,483.75Jumlah Sub Pek.1,976,582,634.34C.3PEKERJAAN ATAP1Kuda-kuda baja IWF 450.200.9.14 dg plat buhul dan mur bautkg16,600.6828,963.00480,805,494.842Kolom baja IWF 450.200.9.14 dg plat buhul dan mur bautkg221.1328,963.006,404,588.193Pekerjaan perakitan (kuda-kuda baja/ erection)kg16,821.68265.104,459,427.374Gording C 125.50.20.3,2 + dudukan L mur bautkg6,293.0629,595.50186,246,257.235Ikatkan angin besi 16 mm lengkap dengan water moorkg650.2029,595.5019,242,994.106Tie Rod besi 12 mmkg315.7529,595.509,344,779.137Plat Landas/ Tumpuan tebal = 10 mm & angkur 16 mmunt18.00315,000.005,670,000.008Atap bitumen selulosa t = 0,3 mmM21,153.44220,116.05253,890,656.719Nok bitumen selulosa t = 0,3 mmM151.75394,003.5020,389,681.1310Lisplank kalsiboard t = 8 mmM1103.54101,915.0010,552,279.10Jumlah Sub Pek.997,006,157.79Jumlah Pek.3,833,958,244.103,833,958,244.10D.PEKERJAAN PASANGAND.1LANTAI 01 (Area Parkir)1Pas. bata 1pc : 5psM21,256.76107,595.40135,221,594.902Plesteran tebal 15 mm, 1pc : 5psM22,513.5241,270.02103,733,020.673Acian dindingM22,513.5224,043.9460,434,917.794SponenganM1215.6020,237.944,363,299.335Kolom praktis 15x15M1116.0058,239.506,755,782.006Ringbalk + Balok latei praktis 15x20M181.1770,068.635,687,470.29Jumlah Sub Pek.316,196,084.98D.2LANTAI - 02 (Lap. Badminton)1Pas. bata 1pc : 5psM21,847.97107,595.40198,833,071.342Plesteran tebal 15 mm, 1pc : 5psM23,695.9441,270.02152,531,517.723Acian dindingM23,695.9424,043.9488,864,950.364SponenganM1856.6020,237.9417,335,817.265Kolom praktisM1450.0058,239.5026,207,775.006Ringbalk + Balok latei praktisM142.9570,068.633,009,447.44Jumlah Sub Pek.486,782,579.13Jumlah Pek.802,978,664.10802,978,664.10E.PEKERJAAN LANTAI DAN PELAPIS DINDINGE.1LANTAI 01 (Area Parkir)1Lantai homogenius tile 60 x 60 (polish)M2736.79290,705.25214,188,721.152Plint Lantai homogenius tile 10 x 60 (polish)M111.5130,507.49351,141.233Lantai homogenius tile 60 x 60 (unpolish)M262.07290,705.2518,044,074.874Plint Lantai homogenius tile 10 x 60 (unpolish)M11.7030,507.4951,862.745Lantai homogenius tile 30 x 30 (unpolised)M234.12203,285.506,936,101.266Dinding homogenius tile 30 x 60 (unpolised)M2197.74277,404.8854,854,039.987Pek. WaterproofingM143.4739,000.001,695,330.00Jumlah Sub Pek.296,121,271.22E.2LANTAI - 02 (Lap. Badminton)1Lantai homogenius tile 60 x 60 ( unpolish )M2186.26290,705.2554,146,759.872Plint Lantai homogenius tile 10 x 60 ( unpolish )M16.0730,507.49185,180.473Lantai homogenius tile 30 x 30 (unpolised)M210.53203,285.502,140,596.324Dinding homogenius tile 30 x 60 (unpolised)M263.84277,404.8817,709,527.225Pek. WaterproofingM164.0839,000.002,499,120.00Jumlah Sub Pek.76,681,183.87Jumlah Pek.372,802,455.10372,802,455.10F.PEKERJAAN LAPANGAN BADMINTON1Pembersihan dan pengelupasanM2942.4767,000.0063,145,490.002Waterproofing dan groutingM2942.4739,000.0036,756,330.003Leveling plesteran beton t= 7,5 cmM2942.47221,978.90209,208,453.884Prime coatM2942.478,645.698,148,299.3255HRS Hot mix t=3 cmM2942.4748,301.1745,522,405.156Acrilic couting 2 layerM2942.47150,000.00141,370,500.007Polyurethane Indoor 7mm + 2mm (Insitu Sandwich System)M2942.470.00.0-Primer Bonding-Rubber matt 11mm+PU coating-Sealer Coated-Polyurethane Top Coated8Line MarkingUnt5.000.00.0-Polyurethane , epoxy marker-Satu jenis permainan9Tiang Net Permanen lengkap dengan net badmintonUnit5.000.00.0Jumlah Pek.504,151,478.35504,151,478.35G.PEKERJAAN PLAFONDG.1LANTAI 01 (Area Parkir)1Plafon gypsumboard 9 mm rangka hollow galvanis 40.40.4M2760.01494,612.56375,910,488.352Beton ekspose dengan acian fin. CatM2431.3524,043.9410,371,352.443List tepi plafon gygsumM1306.7018,506.895,676,062.82Jumlah Sub Pek.391,957,903.61G.2LANTAI - 02 (Lap. Badminton)1Plafon gypsumboard 9 mm rangka hollow galvanis 40.40.4M21,239.00494,612.56612,824,956.332List tepi plafon gygsumM163.0418,506.891,166,674.28Jumlah Sub Pek.613,991,630.61Jumlah Pek.1,005,949,534.221,005,949,534.22H.PEKERJAAN PINTU, KACA & PAGARH.1LANTAI 01 (Area Parkir)1Kosen alumunium 4 " coklat pintu & jendelaM1169.2098,902.1016,734,235.322Pintu Teakwoods lapis HPL rangka kayu kamferM230.87822,673.5025,395,930.953Kaca bening 5 mm polosM218.90110,647.632,091,240.114Dinding sekat ruang ganti (panel trap UPVC) + rangkaM239.961,350,000.0053,946,000.005Assesoris Pintu-Lever handle + pasangPs22.00205,452.504,519,955.00-Lockcase + pasangBh22.00400,152.508,803,355.00-Cylinder key + pasangBh22.00111,952.502,462,955.00-Engsel pintu stainless hinges 4" x 3" x 2 + pasangBh99.0066,178.756,551,696.25Jumlah Sub Pek.120,505,367.63H.2LANTAI - 02 (Lap. Badminton)1Kosen alumunium 4 " coklat pintu & jendelaM1430.6098,902.1042,587,244.262Pintu Teakwoods lapis HPL rangka kayu kamferM22.94822,673.502,418,660.093Kaca bening 8 mmM262.40275,380.0517,183,715.124Kaca bening 5 mmM20.73110,647.6380,772.775Dinding sekat ruang ganti (panel trap UPVC) + rangkaM226.106Assesoris Pintu-Lever handle + pasangPs9.00205,452.501,849,072.50-Lockcase + pasangBh9.00400,152.503,601,372.50-Cylinder key + pasangBh9.00111,952.501,007,572.50-Engsel pintu stainless hinges 4" x 3" x 2 + pasangBh27.0066,178.751,786,826.257Assesoris boven-Handle jendela/ kunci rambucisBh104.0068,297.637,102,953.00-Pasang Engsel jendela 8" (jungkit)Bh208.0056,155.0011,680,240.008Pekerjaan Reilling tangga dan pagarM131.25415,000.0012,968,750.00Jumlah Sub Pek.102,267,178.99Jumlah Pek.222,772,546.61222,772,546.61I.PEKERJAAN SANITAIRI.1LANTAI -Basement (Parkir)1Kran airBh11.009,735.00107,085.002Closed jongkok + assesorisBh11.00317,542.503,492,967.504Jet sprayBh11.009,735.00107,085.005Meja wastafelBh3.001,850,000.005,550,000.006Wastafel + accessoriesBh4.00224,097.50896,390.007Kaca Cermin, beuvel t = 8 mmM23.12479,697.631,496,656.598Floor drainBh11.009,652.50106,177.50Jumlah Sub Pek.11,756,361.59I.2LANTAI - 02 (Lap. Badminton)1Kran airBh4.009,735.0038,940.002Closed duduk + assesorisBh4.00317,542.501,270,170.003Jet sprayBh4.009,735.0038,940.004Urinoir + assesorisBh5.00522,830.002,614,150.005Penyekat UrinoirBh4.00550,000.002,200,000.006Meja wastafelBh4.001,850,000.007,400,000.007Wastafel + accessoriesBh8.00224,097.501,792,780.008Kaca Cermin, beuvel t = 8 mmM24.99479,697.632,393,691.159Floor drainBh4.009,652.5038,610.00Jumlah Sub Pek.17,787,281.15Jumlah Pek.29,543,642.7429,543,642.74J.PEKERJAAN ACP (ALLUMUNIUM COMPOSIT PANEL)1Rangka hollow alumunium, baja siku (aluminium composit panel)M2107.59137,500.0014,793,625.002Pasang aluminium composit panel PVDF 0,3mm, t=3mmM2107.59585,000.0062,940,150.003Fixing (sealant non asam + accesoris)M2107.59140,000.0015,062,600.00Jumlah Pek.92,796,375.0092,796,375.00K.PEKERJAAN FINISHING1Cat dinding interiorM22,613.8628,440.5074,339,485.332Cat dinding exteriorM22,261.509,564.5021,630,116.753Cat plafondM2778.7228,440.5022,147,186.164Cat beton exposeM2201.3528,440.505,726,494.68Jumlah Pek.123,843,282.92123,843,282.92Total Sub Pek.7,680,464,734.44IV.PEKERJAAN TRIBUN TIMURA.PEKERJAAN TANAH DAN PASIR1Galian tanah pondasi sumuran, pile cap & tie beamM3101.9363,607.506,483,512.482Galian tanah pondasi batu kaliM343.8963,607.502,791,733.183Urugan pasir bawah pondasi sumuran, pile cap, & tie beamM311.23146,135.001,641,096.054Urugan pasir bawah pondasi batu kaliM33.99146,135.00583,078.655Urugan pasir bawah lantaiM325.20146,135.003,682,602.006Urugan tanah kembali pondasi sumuran, pile cap & tie beamM331.9921,202.50678,267.987Urugan tanah kembali pondasi batu kaliM317.2921,202.50366,591.238Urugan tanah padas peninggian pileM327.72210,237.505,827,783.509Pemadatan tanahM327.7237,675.001,044,351.00Jumlah Pek.23,099,016.0523,099,016.05B.PEKERJAAN PONDASI1Pasang pondasi batu kosongM37.98417,318.003,330,197.642Pasang pondasi batu kali 1 : 5M314.63782,424.5011,446,870.443Lantai kerja beton 1:3:5 K100 (bawah pondasi & tie beam)M37.27854,986.086,215,748.794Pondasi sumuran 100 (P1)-Lantai kerja pondasi sumuran 1 : 3 : 5M32.03854,986.081,735,621.74-Beton cyclop (60% Beton K300, 40% batu belah)M326.14774,499.0020,245,403.86-Pembesian angkur ulir U32Kg932.1510,302.059,603,055.91-Pembesian angkur polus U24Kg363.2610,071.053,658,409.62-Bekisting pas. bata 1 : 3M233.38113,359.543,783,941.365Pondasi sumuran 125 (P2)-Lantai kerja pondasi sumuran 1 : 3 : 5M30.94854,986.08803,686.91-Beton cyclop (60% Beton K300, 40% batu belah)M318.15774,499.0014,057,156.85-Pembesian angkur ulir U32Kg1,305.1510,302.0513,445,720.56-Pembesian angkur polus U24Kg523.0910,071.055,268,065.54-Bekisting pas. bata 1 : 3M221.65113,359.542,454,233.99Jumlah Pek.96,048,113.2196,048,113.21C.PEKERJAAN STRUKTURC.1LANTAI - 011Tie Beam (25/40)-Beton mutu K-250M312.601,034,560.0613,035,456.72-Pembesian Ulir U32Kg1,321.4910,302.0513,614,056.05-Pembesian Polos U24Kg746.3210,071.057,516,226.04-Bekisting 3 kali pakaiM2100.80193,517.5019,506,564.002Kolom K1 (30/50)-Beton mutu K-250M31.241,034,560.061,282,854.47-Pembesian Ulir U32Kg217.0310,302.052,235,853.91-Pembesian Polos U24Kg90.2410,071.05908,811.55-Bekisting 2 kali pakaiM213.20303,748.504,009,480.203Kolom K2 (30/40)-Beton mutu K-250M33.701,034,560.063,827,872.21-Pembesian Ulir U32Kg666.7210,302.056,868,582.78-Pembesian Polos U24Kg278.7310,071.052,807,103.77-Bekisting 2 kali pakaiM243.19303,748.5013,118,897.72Jumlah Sub Pek.88,731,759.41C.2LANTAI - 02 ( TRIBUN )1Balok Tribun BT1(30/50)-Beton mutu K-250M312.901,034,560.0613,345,824.74-Pembesian Ulir U32Kg1,840.3310,302.0518,959,171.68-Pembesian Polos U24Kg633.0410,071.056,375,377.49-Bekisting 2 kali pakaiM262.00310,018.5019,221,147.002Balok Tribun BT2(25/50)-Beton mutu K-250M36.501,034,560.066,724,640.37-Pembesian Ulir U32Kg795.9210,302.058,199,607.64-Pembesian Polos U24Kg357.6110,071.053,601,508.19-Bekisting 2 kali pakaiM252.52310,018.5016,282,171.623Balok struktur BA (20/40)-Beton mutu K-250M36.241,034,560.066,455,654.76-Pembesian Ulir U32Kg454.7110,302.054,684,445.16-Pembesian Polos U24Kg421.4710,071.054,244,645.44-Bekisting 2 kali pakaiM243.56310,018.5013,504,405.864Plat lantai T = 15 cm-Beton mutu K-250M327.721,034,560.0628,678,004.78-Pembesian Polos U24Kg3,025.1010,071.0530,465,933.36-Bekisting 2 kali pakaiM2195.18375,468.5073,283,941.835Tempat duduk-Beton mutu K-250M337.801,034,560.0639,106,370.16-Pembesian Polos U24Kg2,259.7010,071.0522,757,551.69-Bekisting 2 kali pakaiM286.70375,468.5032,553,118.956Tangga naik-Beton mutu K-250M31.691,034,560.061,748,406.50-Pembesian Polos U24Kg223.1810,302.052,299,211.52-Bekisting 2 kali pakaiM25.44375,468.502,042,548.647Plat atap T = 12 cm-Beton mutu K-250M319.221,034,560.0619,884,244.30-Pembesian Polos U24Kg1,753.6210,071.0517,660,794.70-Bekisting 2 kali pakaiM2125.89375,468.5047,267,729.478Kolom K1 (30/50)-Beton mutu K-250M33.831,034,560.063,962,365.02-Pembesian Ulir U32Kg483.3310,302.054,979,289.83-Pembesian Polos U24Kg249.8910,071.052,516,654.68-Bekisting 2 kali pakaiM240.80303,748.5012,392,938.80Jumlah Sub Pek.463,197,704.15C.3PEKERJAAN ATAP1Konstruksi atap space frameM2405.60375,000.00152,100,000.002Penutup atap tension membranceM2405.60325,000.00131,820,000.00Jumlah Sub Pek.283,920,000.00Jumlah Pek.835,849,463.57835,849,463.57D.PEKERJAAN PASANGAND.1LANTAI - 011Pas. bata 1pc : 5psM2280.74107,595.4030,206,332.602Plesteran tebal 15 mm, 1pc : 5psM2561.4841,270.0223,172,290.833Acian dindingM2561.4824,043.9413,500,190.034SponenganM1120.6620,237.942,441,909.545Sloof praktis 15x20M130.2570,068.632,119,575.916Kolom praktis 15x15M164.0058,239.503,727,328.007Ringbalk + Balok latei praktis 15x20M15.6070,068.63392,384.30Jumlah Sub Pek.75,560,011.20D.2LANTAI - 02 ( TRIBUN )1Pas. bata 1pc : 5psM235.00107,595.403,765,839.002Plesteran tebal 15 mm, 1pc : 5ppM270.0041,270.022,888,901.403Acian dindingM270.0024,043.941,683,075.634SponenganM115.2120,237.94307,819.035Kolom praktis 15x15M15.0058,239.50291,197.50Jumlah Sub Pek.8,936,832.55Jumlah Pek.84,496,843.7584,496,843.75E.PEKERJAAN LANTAI DAN PELAPIS DINDING1Lantai kerja beton 1 : 3 : 5 (bawah lantai) t = 5 cmM34.20854,986.083,590,941.532Lantai homogenius tile 30 x 30 (polish)M272.00290,705.2520,930,778.003Lantai homogenius tile 30 x 30 (KM/WC)M212.00203,285.502,439,426.004Plint homogenius tile 10x30M1163.4030,507.494,984,924.145Dinding homogenius tile 30 x 60 (KM/WC)M237.80277,404.8810,485,904.286Pek. Waterproofing atapM2118.5039,000.004,621,500.00Jumlah Pek.47,053,473.9447,053,473.94F.PEKERJAAN PLAFOND1Plafon gypsumboard 9 mm tanpa nat rangka hollow galvanisM263.00494,612.5631,160,591.002Beton ekspose dengan acian fin. CatM221.0024,043.94504,922.693SponenganM161.3020,237.941,240,585.574List gypsumboard t = 10 mmM183.4018,506.891,543,474.53Jumlah Pek.34,449,573.7934,449,573.79G.PEKERJAAN PINTU, KACA & PAGAR STAINLESS STEEL1Kosen alumunium 4 " coklat pintu & jendelaM140.8898,902.104,043,117.852Kaca bening 5 mmM24.90479,697.632,350,518.363Pintu Teakwoods lapis HPL rangka kayu kamferM24.95822,673.504,072,233.834Pintu UPVCUnt6.000.00.05Dinding sekat ruang ganti (panel trap UPVC) + rangkaM216.741,350,000.0022,599,000.006Assesoris Pintu-Lever handle + pasangPs8.00205,452.501,643,620.00-Lockcase + pasangBh8.00400,152.503,201,220.00-Cylinder key + pasangBh6.00111,952.50671,715.00-Engsel pintu stainless hinges 4" x 3" x 2 + pasangBh24.0066,178.751,588,290.00Jumlah Pek.40,169,715.0440,169,715.04H.PEKERJAAN SANITAIR1Kran airBh4.009,735.0038,940.002Closed duduk + assesorisBh4.00317,542.501,270,170.003Urinoir + assesorisBh3.00522,830.001,568,490.004Penyekat UrinoirBh2.00550,000.001,100,000.005Meja wastafelBh2.001,850,000.003,700,000.006Wastafel + accessoriesBh4.00224,097.50896,390.007Kaca Cermin, t = 8 mmM24.00479,697.631,918,790.508Floor drainBh4.009,652.5038,610.009Jet sprayBh4.009,735.0038,940.00Jumlah Pek.10,570,330.5010,570,330.50I.PEKERJAAN FINISHING1Cat dinding interiorM2342.8828,440.509,751,678.642Cat dinding exteriorM2218.609,564.502,090,799.703Cat plafondM263.0028,440.501,791,751.504Cat beton exposeM221.0028,440.50597,250.50Jumlah Pek.14,231,480.3414,231,480.34Total Sub Pek.1,185,968,010.19V.PEKERJAAN ATMA.PEKERJAAN TANAH DAN PASIR1Galian tanah pondasi foot plat & batu kaliM320.0363,607.501,274,058.232Urugan pasir bawah pondasi foot plat & batu kaliM33.74146,135.00546,544.903Urugan pasir bawah lantaiM31.26146,135.00184,130.104Urugan tanah kembali pondasi foot plat & batu kaliM36.8663,607.50436,347.455Urugan tanah padas peninggian peilM33.00210,237.50630,712.506Pemadatan tanahM33.0037,675.00113,025.00Jumlah Pek.3,184,818.183,184,818.18B.PEKERJAAN PONDASI1Pasang pondasi batu kosongM33.08417,318.001,285,339.442Pasang pondasi batu kali 1 : 5M34.40782,424.503,442,667.803Lantai kerja beton 1:3:5 K100 (bawah pondasi foot plat)M31.10854,986.08940,484.694Pondasi pile cap (P1)-Beton mutu K-250M30.701,034,560.06724,192.04-Pembesian Polos U24Kg166.8410,071.051,680,253.98-Bekisting 2 kali pakaiM23.20177,567.50568,216.00Jumlah Pek.8,641,153.958,641,153.95C.PEKERJAAN STRUKTUR1Sloof S1 (15/25)-Beton mutu K-250M30.831,034,560.06858,684.85-Pembesian Polos U24Kg141.5510,071.051,425,557.13-Bekisting 2 kali pakaiM214.30193,517.502,767,300.252Kolom K1 (15/25)-Beton mutu K-250M30.801,034,560.06827,648.05-Pembesian Ulir U32Kg146.9010,302.051,513,371.15-Pembesian Polos U24Kg29.5810,071.05297,901.66-Bekisting 2 kali pakaiM217.12303,748.505,200,174.323Balok struktur B1 (15/25)-Beton mutu K-250M30.841,034,560.06869,030.45-Pembesian Polos U24Kg147.6510,071.051,486,990.53-Bekisting 2 kali pakaiM29.80310,018.503,038,181.304Plat atap T = 12 cm-Beton mutu K-250M31.831,034,560.061,893,244.90-Pembesian Polos U24Kg143.6910,071.051,447,109.17-Bekisting 2 kali pakaiM224.80375,468.509,311,618.805Plat leufel T = 12 cm-Beton mutu K-250M30.661,034,560.06682,809.64-Pembesian Polos U24Kg61.1610,071.05615,945.42-Bekisting 2 kali pakaiM26.60375,468.502,478,092.10Jumlah Pek.34,713,659.7134,713,659.71D.PEKERJAAN PASANGAN1Pas. bata 1pc : 3ppM22.73113,359.54309,471.542Pas. bata 1pc : 5ppM271.45107,595.407,687,691.333Plesteran tebal 15 mm, 1pc : 5ppM2155.0741,270.026,399,742.004Acian dindingM2155.0724,043.943,728,493.395SponenganM161.4520,237.941,243,621.266Sloof praktis 15x20M122.0070,068.631,541,509.757Kolom praktis 15x15M18.3058,239.50483,387.858Ringbalk + Balok latei praktis 15x20M16.0070,068.63420,411.759Pek. WaterproofingM21.8339,000.0071,370.0010Screading tebal 45 mm, 1pc : 3ppM21.83133,187.34243,732.83Jumlah Pek.22,129,431.7022,129,431.70E.PEKERJAAN LANTAI DAN PELAPIS DINDING1Lantai kerja beton 1 : 3 : 5 (bawah lantai) t = 5 cmM31.40854,986.081,196,980.512Lantai homogenius tile 60 x 60 (polish)M212.00290,705.253,488,463.003Lantai homogenius tile 60 x 60 (unpolish)M216.06290,705.254,668,726.324Plint homogenius tile 10x60M122.0030,507.49671,164.82Jumlah Pek.10,025,334.6410,025,334.64F.PEKERJAAN PLAFOND1Plafon gypsumboard 9 mm tanpa nat rangka hollow galvanisM212.00494,612.565,935,350.672Beton ekspose dengan acian fin. CatM27.0424,043.94169,269.323List gypsumboard t = 10 mmM128.0018,506.89518,192.89Jumlah Pek.6,622,812.886,622,812.88G.PEKERJAAN PINTU & KACA1Kosen alumunium 4 " coklat pintu & jendelaM143.0098,902.104,252,790.302Kaca bening 8 mm jendelaM29.80275,380.052,698,724.493Pintu kaca rangka aluminumM27.04604,164.004,253,314.564Assesoris Pintu aluminium-Lever handle Almn + pasangPs4.00342,952.501,371,810.00-Lockcase Almn + pasangBh4.00452,952.501,811,810.00-Cylinder key + pasangBh4.00111,952.50447,810.00-Engsel pintu stainless hinges 4" x 3" x 2 + pasangBh12.0066,178.75794,145.00Jumlah Pek.15,630,404.3515,630,404.35H.PEKERJAAN FINISHING1Cat dinding interiorM2102.6928,440.502,920,554.952Cat dinding exteriorM252.389,564.50500,988.513Cat plafondM212.0028,440.50341,286.004Cat beton exposeM27.049,564.5067,334.08Jumlah Pek.3,830,163.543,830,163.54Total Sub Pek.104,777,778.93VI.PEKERJAAN LAPANGAN PANJAT TEBINGA.PEKERJAAN PONDASI1Galian tanah pondasiM357.0063,607.503,625,627.502Urugan pasir bawah pondasi dan lantai kerjaM32.00146,135.00292,270.003Urugan tanah kembali pondasiM347.7021,202.501,011,359.254Lantai Kerja beton 1:3:5M31.00854,986.08854,986.085Pondasi Foot plat (400x500)-Beton mutu K-250M34.001,034,560.064,138,240.23-Pembesian Polos U24Kg392.2610,071.053,950,470.07-Bekisting 2 kali pakaiM25.40177,567.50958,864.506Sloof S1 (20/30)-Beton mutu K-250M30.841,034,560.06869,030.45-Pembesian Ulir U32Kg100.6010,302.051,036,386.23-Pembesian Polos U24Kg33.1710,071.05334,056.73-Bekisting 2 kali pakaiM28.40193,517.501,625,547.007Kolom (50/50)-Beton mutu K-250M32.301,034,560.062,379,488.13-Pembesian Ulir U32Kg107.4410,302.051,106,852.25-Pembesian Polos U24Kg54.0210,071.05544,038.12-Bekisting 2 kali pakaiM218.40303,748.505,588,972.408Plat lantai-Beton mutu K-250M32.001,034,560.062,069,120.11-Pembesian Polos U24Kg117.6110,071.051,184,476.33-Bekisting 2 kali pakaiM220.00375,468.507,509,370.009Plat Landas/ Tumpuan tebal = 15 mm & angkur 22 mmUnt4.00315,000.001,260,000.00Jumlah Pek.40,339,155.3940,339,155.39B.PEKERJAAN KONSTRUKSI RANGKA BAJA1Batang vertikal induk besi siku 2L 80x80x8Kg1,391.0429,595.5041,168,524.322Batang vertikal anak besi siku 2L 60x60x6Kg563.6829,595.5016,682,391.443Batang pengikat horisontal besi siku 2L 60x60x6Kg4,283.5329,595.50126,773,212.124Batang pengikat diagonal besi siku 2L 50x50x5Kg4,630.3129,595.50137,036,339.615Batang panel besi siku 2L 50x50x50Kg982.4629,595.5029,076,394.936Batang pengikat dan briss besi siku 2L 50x50x5Kg2,864.9029,595.5084,788,147.957Buhul dan mur bautKg2,943.1929,595.5087,105,179.658ErectionKg17,659.11265.104,681,430.069Pengecatan zinkromateM2565.8817,144.889,701,941.87Jumlah Pek.537,013,561.93537,013,561.93C.PEKERJAAN DINDING1Dinding Panel Fiberglass t = 6-7 mmM299.880.00.02Dinding Multilek t= 18mmM299.840.00.0Jumlah Pek.0.00.0D.PEKERJAAN PENGECATAN1Tower painting primerM2565.880.00.02ThinerM2565.880.00.0Jumlah Pek.0.00.0Total Jumlah Pek.577,352,717.32VII.PEKERJAAN AREA ATLETIKA.TRACK LARI1Galian tanahM32,314.0851,837.50119,956,122.002Urugan sirtu t = 20 cmM31,004.48170,637.50171,401,956.003Pemadatan sirtuM31,004.4837,675.0037,843,784.004Urugan pasir bawah lantai kerja t = 10 cmM3502.24146,135.0073,394,842.405Lantai kerja beton 1:3:5 K100 t = 5 cmM3251.12854,986.08214,704,104.056Pekerjaan Lantai beton t=12 cm-Beton K-250M3602.681,034,560.06623,508,655.24-Wiremess M8Kg27,372.0622,771.10623,291,915.47-Bekisting 2 kali pakaiM2113.29193,517.5021,923,597.587Pembersihan dan pengelupasanM24,838.7667,000.00324,196,920.008Prime coatM24,838.768,645.6941,834,397.7295Hot mix HRS t=3 cmM24,838.7648,301.17233,717,776.8310Atletics Tracks (Insitu Sandwich System), 8 lintasanM24,838.760.00.0-Primer Bonding-Rubber matt 11mm + PU coating-Sealer Coated-Polyurethane Top Coated Granular EPDM red color 3mm11Line Marking (surveyor IAAF certificated)M16,114.800.00.0-Polyurethane , epoxy marker12Kansteen beton K-200 (10x20x50)M1572.3993,989.2153,798,483.05Jumlah Pek.2,539,572,554.332,539,572,554.33B.HALANG RINTANG1Galian tanahM381.6551,837.504,232,531.882Urugan sirtu t = 20 cmM335.50170,637.506,057,631.253Pemadatan sirtuM335.5037,675.001,337,462.504Urugan pasir bawah lantai kerja t = 10 cmM317.75146,135.002,593,896.255Lantai kerja beton 1:3:5 K100 t = 5 cmM38.88854,986.087,588,001.456Pekerjaan Lantai beton t=12 cm-Beton K-250M321.301,034,560.0622,036,129.22-Wiremess M8Kg967.3822,771.1022,028,192.86-Bekisting 2 kali pakaiM211.61193,517.502,246,738.187Pembersihan dan pengelupasanM2177.5067,000.0011,892,500.008Prime coatM2177.508,645.691,534,609.2095Hot mix HRS t=3 cmM2177.5048,301.178,573,457.9510Atletics Tracks (Insitu Sandwich System), 8 lintasanM2177.500.00.0-Primer Bonding-Rubber matt 11mm + PU coating-Sealer Coated-Polyurethane Top Coated Granular EPDM red color 3mm11Line Marking (surveyor IAAF certificated)M196.750.00.0-Polyurethane , epoxy marker12Kansteen beton K-200 (10x20x50)M196.7593,989.219,093,455.92Jumlah Pek.99,214,606.6599,214,606.65C.LAPANGAN RUMPUT1Galian tanahM32,896.0151,837.50150,121,918.382Lapisan Geotekstil Polyfelt TS 30M223,025.920.00.03Batu koral blondos ukuran 3/4 dan 5/7M31,329.140.00.04Pipa Perforated dia 4"M12,964.000.00.05Pasir muntilan halus & sedang ukuran 0,075 - 2,00 mmM31,526.870.00.06Rumput bermuda type Tifton 419M210,179.160.00.0Jumlah Pek.150,121,918.38150,121,918.38D.LEMPAR LEMBING1Galian tanahM364.4051,837.503,338,335.002Urugan sirtu t = 20 cmM328.00170,637.504,777,850.003Pemadatan sirtuM328.0037,675.001,054,900.004Urugan pasir bawah lantai kerja t = 10 cmM314.00146,135.002,045,890.005Lantai kerja beton 1:3:5 K100 t = 5 cmM37.00854,986.085,984,902.556Pekerjaan Lantai beton t=12 cm-Beton K-250M316.801,034,560.0617,380,608.96-Wiremess M8Kg763.0022,771.1017,374,349.30-Bekisting 2 kali pakaiM29.36193,517.501,811,323.807Pembersihan dan pengelupasanM2140.0067,000.009,380,000.008Prime coatM2140.008,645.691,210,395.9995Hot mix HRS t=3 cmM2140.0048,301.176,762,164.0210Atletics Tracks (Insitu Sandwich System), 8 lintasanM2140.000.00.0-Primer Bonding-Rubber matt 11mm + PU coating-Sealer Coated-Polyurethane Top Coated Granular EPDM red color 3mm11Line Marking (surveyor IAAF certificated)M174.000.00.0-Polyurethane , epoxy marker12Kansteen beton K-200 (10x20x50)M174.0093,989.216,955,201.43Jumlah Pek.78,075,921.0478,075,921.04E.TOLAK PELURU1Galian tanahM33.1051,837.50160,696.252Urugan sirtu t = 20 cmM31.35170,637.50230,360.633Pemadatan sirtuM31.3537,675.0050,861.254Urugan pasir bawah lantai kerja t = 10 cmM30.67146,135.0097,910.455Lantai kerja beton 1:3:5 K100 t = 5 cmM30.33854,986.08282,145.416Pekerjaan Lantai beton t=12 cm-Beton K-250M30.811,034,560.06837,993.65-Wiremess M8Kg36.8422,771.10838,887.32-Bekisting 2 kali pakaiM21.25193,517.50241,896.887Pembersihan dan pengelupasanM23.5667,000.00238,520.008Pengecatan lapanganM23.5665,000.00231,400.009Line Marking (surveyor IAAF certificated)M110.400.00.0-Polyurethane , epoxy marker10Kansteen beton K-200 (10x20x50)M110.4093,989.21977,487.77Jumlah Pek.4,188,159.594,188,159.59F.LEMPAR CAKRAM/ MARTIL1Galian tanahM34.1451,837.50214,607.252Urugan sirtu t = 20 cmM31.80170,637.50307,147.503Pemadatan sirtuM31.8037,675.0067,815.004Urugan pasir bawah lantai kerja t = 10 cmM30.90146,135.00131,521.505Lantai kerja beton 1:3:5 K100 t = 5 cmM30.45854,986.08384,743.746Pekerjaan Lantai beton t=12 cm-Beton K-250M31.08854,986.08923,384.96-Wiremess M8Kg49.0522,771.101,116,922.46-Bekisting 2 kali pakaiM21.44193,517.50278,665.207Pembersihan dan pengelupasanM25.0067,000.00335,000.008Pengecatan lapanganM25.0065,000.009Line Marking (surveyor IAAF certificated)M112.000.00.0-Polyurethane , epoxy marker10Kansteen beton K-200 (10x20x50)M112.0093,989.211,127,870.50Jumlah Pek.4,887,678.114,887,678.11F.LOMPAT JAUHF.1TRACK AWALAN1Galian tanahM352.4451,837.502,718,358.502Urugan sirtu t = 20 cmM322.80170,637.503,890,535.003Pemadatan sirtuM322.8037,675.00858,990.004Urugan pasir bawah lantai kerja t = 10 cmM311.40146,135.001,665,939.005Lantai kerja beton 1:3:5 K100 t = 5 cmM35.70854,986.084,873,420.656Pekerjaan Lantai beton t=12 cm-Beton K-250M313.681,034,560.0614,152,781.58-Wiremess M8Kg621.3022,771.1014,147,684.43-Bekisting 2 kali pakaiM214.16193,517.502,740,207.807Pembersihan dan pengelupasanM2114.0067,000.007,638,000.008Prime coatM2114.008,645.69985,608.1695HRS Hot mix t=3 cmM2114.0048,301.175,506,333.5610Atletics Tracks (Insitu Sandwich System), 8 lintasanM2114.000.00.0-Primer Bonding-Rubber matt 11mm + PU coating-Sealer Coated-Polyurethane Top Coated Granular EPDM red color 3mm11Line Marking (surveyor IAAF certificated)M1114.000.00.0-Polyurethane , epoxy marker12Kansteen beton K-200 (10x20x50)M1114.0093,989.2110,714,769.77Jumlah Sub Pek.69,892,628.44F.2KOLAM PASIR1Galian tanahM322.0051,837.501,140,425.002Pas. bata 1pc : 3psM223.50113,359.542,663,949.133Plesteran tebal 15 mm, 1pc : 3psM223.5044,395.781,043,300.834Acian dindingM223.5024,043.94565,032.535SponenganM186.0020,237.941,740,462.636Pasir muntilan halus & sedang ukuran 0,075 - 2,00 mmM322.000.00.0Jumlah Sub Pek.7,153,170.12Jumlah Pek.77,045,798.5677,045,798.56G.PEKERJAAN SALURAN DRAINASI LAPANGAN1Galian tanahM3630.4851,837.5032,682,507.002Pasang U ditch beton bertulang 60x60 cmM1477.64633,845.67302,750,044.233Pasang tutup beton U ditch 60x60 mm type BM1477.64390,929.00186,723,327.56Jumlah Pek.522,155,878.79522,155,878.79Total Jumlah Pek.3,475,262,515.45VIII.PEKERJAAN AREA SENAM DAN FITNESAPEKERJAAN TANAH, PASIR DAN BETON1Galian tanahM3190.9751,837.509,899,407.382Urugan sirtu t = 20 cmM395.48170,637.5016,292,468.503Pemadatan sirtuM395.4837,675.003,597,209.004Urugan pasir bawah lantai kerja t = 10 cmM347.74146,135.006,976,484.905Lantai kerja beton 1 : 3 : 5 (K-100) tebal = 7 cmM333.42854,986.0828,573,634.75Jumlah Pek.65,339,204.5265,339,204.52BPEKERJAAN LANTAI1Pek. Lantai Homegenius Tile 60x60 cm UnpolishedM2477.42290,705.25138,788,500.462Plint Homogenius Tile 10x60 cm PolishedM1164.6030,507.495,021,533.13Jumlah Pek.143,810,033.58143,810,033.58Total Jumlah Pek.209,149,238.10IX.PEKERJAAN TAMBAHAN PADA TAHAP IIA.PEKERJAAN LAPANGAN TENISA.1PEKERJAAN TANAH DAN PASIR1Galian tanah pondasi footplat dan tie beamM312.8163,607.50814,812.0825Urugan pasir bawah pondasi footplat dan tie beamM31.09146,135.00159,287.153Urugan tanah kembali pondasi footplat dan tie beamM36.8421,202.50145,025.104Urugan tanah padas peninggian peil lantaiM3189.71210,237.5039,884,156.135Pemadatan tanahM3189.7137,675.007,147,324.25Jumlah Sub Pek.48,150,604.70A.2PEKERJAAN PONDASI1Lantai kerja beton 1:3:5 K100 (bawah footplat )M30.23854,986.08196,646.802Lantai kerja beton 1 : 3 : 5 (bawah lantai) t = 5 cmM322.59854,986.0819,314,135.513Pondasi foot plat ( P1 )-Beton mutu K-250M31.291,034,560.061,334,582.47-Pembesian Ulir U32Kg255.9310,302.052,636,603.66-Bekisting 2 kali pakaiM23.00177,567.50532,702.504Tie Beam (25/40)-Beton mutu K-250M32.501,034,560.062,586,400.14-Pembesian Ulir U32Kg273.3210,302.052,815,756.31-Pembesian Polos U24Kg146.7810,071.051,478,228.72-Bekisting 2 kali pakaiM214.00193,517.502,709,245.00Jumlah Sub Pek.33,604,301.11A.3PEKERJAAN STRKTUR1Kolom pedestal K1 (30/40)-Beton mutu K-250M30.541,034,560.06558,662.43-Pembesian Ulir U32Kg85.2910,302.05878,661.84-Pembesian Polos U24Kg43.5110,071.05438,191.39-Bekisting 2 kali pakaiM26.30303,748.501,913,615.552Kolom lantai 1 K1 (30/40)-Beton mutu K-250M31.981,034,560.062,048,428.91-Pembesian Ulir U32Kg219.8710,302.052,265,111.73-Pembesian Polos U24Kg103.4710,071.051,042,051.54-Bekisting 2 kali pakaiM223.10303,748.507,016,590.353Lantai beton parkir-Beton mutu K-250M35.251,034,560.065,431,440.30-Pembesian Polos U24Kg781.5310,071.057,870,827.71-Bekisting 2 kali pakaiM243.75193,517.508,466,390.634Balok struktur B1(30/50)-Beton mutu K-250M32.861,034,560.062,958,841.76-Pembesian Ulir U32Kg593.6110,302.056,115,399.90-Pembesian Polos U24Kg219.7110,071.052,212,710.40-Bekisting 2 kali pakaiM221.20310,018.506,572,392.205Balok struktur BA(20/40)-Beton mutu K-250M30.531,034,560.06548,316.83-Pembesian Ulir U32Kg93.8510,302.05966,847.39-Pembesian Polos U24Kg44.2910,071.05446,046.80-Bekisting 2 kali pakaiM211.38310,018.503,528,010.536Plat lantai T = 12 cm-Beton mutu K-250M35.251,034,560.065,431,440.30-Pembesian Polos U24Kg781.5310,071.057,870,827.71-Bekisting 2 kali pakaiM243.75375,468.5016,426,746.88Jumlah Sub Pek.91,007,553.08A.4PEKERJAAN LANTAI LAPANGAN TENNIS1Pembersihan dan pengelupasanM2523.2467,000.0035,057,080.002Waterproofing dan groutingM2523.2439,000.0020,406,360.003Leveling plesteran beton t= 7,5 cmM2523.24221,978.90116,148,239.644Prime coatM2523.248,645.694,523,768.5455Hot mix HRS t=3 cmM2523.2448,301.1725,273,105.006Acrilic couting 2 layerM2523.24150,000.0078,486,000.007Pengecatan lapanganM2523.2465,000.0034,010,600.008Pengecatan garis lapanganUnit2.001,300,000.002,600,000.009Tiang Net permanen lengkap dengan net tenisUnit2.000.00.010Pekerjaan pagar kawat harmonika rangka besi sikuM1156.00950,000.00148,200,000.0011Pekerjaan Pipa galvanis 3'' pagar Lap.tenisM1291.50395,000.00115,142,500.00Jumlah Sub Pek.579,847,653.18Jumlah Pek.752,610,112.07752,610,112.07B.PEKERJAAN RUKOB.1PENAMBAHAN PENUTUP LANTAI SELASAR DAN RAILLING1Penutup Kalsium silikat boart t = 8 mm rk. hollow galvanisM218.00101,915.001,834,470.00antara CW dan lantai selasar2Pekerjaan Railling pagar besi hand reil kayuM50.00415,000.0020,750,000.00Jumlah Sub Pek.22,584,470.00B.2PEKERJAAN PENGECATAN1Pekerjaan cat ulang besi cremona atap rukoM264.670.00.0Jumlah Sub Pek.0.0Jumlah Pek.22,584,470.0022,584,470.00C.PEKERJAAN ARCADE DAN PLAZAC.1ARCADE1Pekerjaan pagar besi pada Tulisan GOR TRI LOMBA JUANGM118.400.00.02Pasang batu candiM294.07241,480.2522,716,047.12Jumlah Sub Pek.22,716,047.12C.2PLAZA1Pasang batu candiM224.30241,480.255,867,970.082Tali airM197.2020,237.941,967,127.53Jumlah Sub Pek.7,835,097.60Jumlah Pek.30,551,144.7230,551,144.72Total Jumlah Pek.805,745,726.79PEKERJAAN NON STANDARTI.PEKERJAAN ELEKTRIKALA.PEKERJAAN PANEL LISTRIK1SDP POMPAUnt1.000.00.02PP/LP BADMINTONUnt1.000.00.03PP/LP TRIBUN TIMURUnt1.000.00.0Jumlah Pek.0.00.0B.PEKERJAAN KABEL FEEDER1Kabel dari MDP ke :-SDP POMPANYFGbY 4 x 35 mm2 + BC 16 mm2M1212.000.00.0-PP/LP TRIBUN TIMURNYY 4 x 16 mm2 + BC 6 mm2M1175.000.00.02Kabel dari SDP TRIBUN ATLETIK ke :-PP/LP BADMINTONNYY 4 x 16 mm2 + BC 6 mm2M1145.000.00.0Jumlah Pek.0.00.0C.PEKERJAAN INSTALASI LISTRIKC.1PLAZA DAN BASEMENTC.1.1RUANG PENGELOLA DAN RUANG ATLIT (TRIBUN ATLETIK)1Instalasi Penerangan & Daya-Lampu RM 300 TL 2 x 36 W - M2Bh14.000.00.0-Lampu ROSET E27 ESS 18 WBh23.000.00.0-Exhaust FanBh21.000.00.0-Ducthing pvc aw dia 4"M'24.000.00.0-Flexibel jointBh21.000.00.0-Saklar TunggalBh11.000.00.0-Saklar GandaBh8.000.00.0-Stop Kontak 200 watt 10A 1phBh28.000.00.0-Stop Kontak daya 16 A, 1 ph, DindingBh2.000.00.02Titik instalasi PeneranganTtk37.000.00.03Titik instalasi Stop Kontak daya 10 A, 1 phTtk28.000.00.04Titik instalasi Stop Kontak daya 16 A, 1 phTtk2.000.00.05Material Bantu & Testing CommissioningLot1.000.00.0C.1.2RUANG KONI, TENIS MEJA, BELA DIRI (TRIBUN ATLETIK)1Instalasi Penerangan & Daya-Lampu RM 300 TL 2 x 36 W - M2Bh18.000.00.0-Saklar TunggalBh9.000.00.0-Stop Kontak 200 watt 10A 1phBh9.000.00.0-Stop Kontak daya 16 A, 1 ph, DindingBh2.000.00.02Titik instalasi PeneranganTtk18.000.00.03Titik instalasi Stop Kontak daya 10 A, 1 phTtk9.000.00.04Titik instalasi Stop Kontak daya 16 A, 1 phTtk2.000.00.05Material Bantu & Testing CommissioningLot1.000.00.0C.2BADMINTON (INDOOR)1Instalasi Penerangan & Daya-Lampu ROSET E27 ESS 18 WBh20.000.00.0Lampu SCB 20 ACR + TLC 20 WattBh3.000.00.0-Industrial Light IB D40 e27 HPLN 125 wattBh45.000.00.0-Saklar TunggalBh5.000.00.0-Saklar GandaBh6.000.00.0-Stop Kontak 200 watt 10A 1phBh1.000.00.0-Stop Kontak daya 16 A, 1 ph, DindingBh10.000.00.02Titik instalasi PeneranganTtk65.000.00.03Titik instalasi Stop Kontak daya 16 A, 1 phTtk10.000.00.04Titik instalasi Stop Kontak daya 10 A, 1 phTtk1.000.00.05Rak Kabel berikut fitting, support, penggantung dan accesories lainnya-Tray Cable ukuran 20 x 10 cmM1240.620.00.06Material Bantu & Testing CommissioningLot1.000.00.0C.3ATM1Instalasi Penerangan & Daya-Lampu ROSET E27 ESS 18 WBh4.000.00.0-Saklar TunggalBh4.000.00.0-Saklar GandaBh4.000.00.0-Stop Kontak 200 watt 10A 1phBh4.000.00.0-Stop Kontak daya 16 A, 1 ph, DindingBh4.000.00.02Titik instalasi PeneranganTtk4.000.00.03Titik instalasi Stop Kontak daya 10 A, 1 phTtk4.000.00.04Titik instalasi Stop Kontak daya 10 A, 1 phTtk4.000.00.05Material Bantu & Testing CommissioningLot1.000.00.0Jumlah Pek.0.00.0Total Sub Pek.0.0II.PEKERJAAN PLUMBINGA.PEKERJAAN AIR BERSIHA.1INSTALASI AIR BERSIH PLAZA DAN BASEMENT1Pemipaan air bersih menggunakan Pipa PVC AW-Pipa PVC AW:Dia. 1/2"M164.000.00.0-Pipa PVC AW:Dia. 3/4"M126.000.00.02Fittings, elbow, tee, reducer, flanged, dllLs1.000.00.03Gate valve:Dia. 1/2"Bh16.000.00.04Gate valve:Dia. 1"Bh3.000.00.05Material Bantu & Testing CommissioningLs1.000.00.0Jumlah Sub. Pek0.0A.2INSTALASI AIR BERSIH BADMINTON1Pemipaan air bersih menggunakan Pipa PVC AW-Pipa PVC AW:Dia. 1/2"M160.000.00.0-Pipa PVC AW:Dia. 3/4"M120.000.00.02Fittings, elbow, tee, reducer, flanged, dllLs1.000.00.03Gate valve:Dia. 1/2"Bh4.000.00.04Gate valve:Dia. 3/4"Bh1.000.00.05Gate valve:Dia. 1"Bh1.000.00.06Material Bantu & Testing CommissioningLs1.000.00.0Jumlah Sub. Pek0.0A.3INSTALASI AIR BERSIH TRIBUN TIMUR1Pemipaan air bersih menggunakan Pipa PVC AW-Pipa PVC AW:Dia. 1/2"M160.000.00.0-Pipa PVC AW:Dia. 3/4"M142.000.00.0-Pipa PVC AW:Dia. 1"M1145.000.00.02Fittings, elbow, tee, reducer, flanged, dllLs1.000.00.03Gate valve:Dia. 1/2"Bh4.000.00.04Gate valve:Dia. 1"Bh1.000.00.05Material Bantu & Testing CommissioningLs1.000.00.0Jumlah Sub. Pek0.0A.4INSTALASI AIR BERSIH AREA ATLETIK1Pemipaan air bersih menggunakan Pipa PVC AW-Pipa PVC AW:Dia. 1"M130.000.00.02Fittings, elbow, tee, reducer, flanged, dllLs1.000.00.04Gate valve:Dia. 1"Bh2.000.00.05Material Bantu & Testing CommissioningLs1.000.00.0Jumlah Sub. Pek0.0Jumlah Pek.0.00.0B.PEKERJAAN AIR KOTOR & BEKASB.1INSTALASI AIR KOTOR DAN AIR BEKAS PLAZA DAN BASEMENT1Pemipaan air kotor & bekas menggunakan Pipa PVC AW-Pipa PVC Class AW:Dia. 3" (air bekas)M170.000.00.0-Pipa PVC Class AW:Dia. 4" (air kotor)M148.000.00.02Fittings, elbow, tee, reducer, flanged, dllLs1.000.00.03Clean Out:Dia. 3"Bh2.000.00.0Clean Out:Dia. 4"Bh4.000.00.04Floor Drain:Dia. 3"Bh11.000.00.05Material Bantu & Testing CommissioningLs1.000.00.0Jumlah Sub. Pek0.0B.2INSTALASI AIR KOTOR DAN AIR BEKAS BADMINTON1Pemipaan air kotor & bekas menggunakan Pipa PVC AW-Pipa PVC Class AW:Dia. 3" (air bekas)M182.000.00.0-Pipa PVC Class AW:Dia. 4" (air kotor)M145.000.00.02Fittings, elbow, tee, reducer, flanged, dllLs1.000.00.03Clean Out:Dia. 3"Bh5.000.00.0Clean Out:Dia. 4"Bh2.000.00.04Floor Drain:Dia. 3"Bh3.000.00.05Material Bantu & Testing CommissioningLs1.000.00.0Jumlah Sub. Pek0.0B.3INSTALASI AIR KOTOR DAN AIR BEKAS TRIBUN TIMUR1SEPTICTANK BIO-FILTER:kap. 1,5 m3Unt2.000.00.0sudah termasuk galian, fitting & accessories2Pemipaan air kotor & bekas menggunakan Pipa PVC AW-Pipa PVC Class AW:Dia. 3" (air bekas)M150.000.00.0-Pipa PVC Class AW:Dia. 4" (air kotor)M124.000.00.03Fittings, elbow, tee, reducer, flanged, dllLs1.000.00.04Floor Drain:Dia. 3"Bh4.000.00.05Material Bantu & Testing CommissioningLs1.000.00.0Jumlah Sub. Pek0.0Jumlah Pek.0.00.0C.PEKERJAAN AIR HUJANC.1INSTALASI AIR HUJAN BADMINTONPemipaan air hujan menggunakan Pipa PVC AW-Pipa PVC Class AW 1:Dia. 4"M1120.000.00.0-Fittings, elbow, tee, reducer, flanged, dllLs1.000.00.0-Roof Drain:Dia. 4"Bh8.000.00.0-Material Bantu & Testing CommissioningLs1.000.00.0Jumlah Pek.0.00.0Total Sub Pek.0.0III.PEKERJAAN LINGKUNGANA.PEKERJAAN SALURAN SISI TIMUR1Galian tanah pondasi saluranM3198.0251,837.5010,264,861.752Urugan pasir bawah pondasi saluranM312.00146,135.001,753,620.003Urugan tanah kembaliM366.0121,202.501,399,506.354Pasang pondasi batu kali 1 : 5M3103.45782,424.5080,941,814.535Plesteran tebal 15 mm, 1pc : 3psM2455.0044,395.7820,200,079.906Acian dindingM2455.0024,043.9410,939,991.567SponenganM1400.0020,237.948,095,175.00Jumlah Pek.133,595,049.09133,595,049.09B.PEKERJAAN PERBAIKAN SALURAN DEPAN ARCADE1Perbaikan plesteran tebal 15 mm, 1pc : 3psM293.1244,395.784,134,135.032Perbaikan acian dindingM293.1224,043.942,238,971.463SponenganM1166.3020,237.943,365,569.014Pengerukan dasar saluranM326.6151,837.501,379,395.88Jumlah Pek.11,118,071.3711,118,071.37Total Sub Pek.144,713,120.46IV.PEKERJAAN TALUD, PAGAR, TAMAN DAN PAVINGA.PEKERJAAN TALUD SELATAN1Pekerjaan keprasanM3421.9551,837.5021,872,833.132Galian tanah pondasi taludM368.9163,607.504,383,192.833Urugan pasir bawah pondasi taludM39.85146,135.001,439,429.754Urugan tanah kembaliM321.0921,202.50447,160.735Pasang pondasi batu kali 1 : 5M3143.63782,424.50112,379,630.94Jumlah Pek.140,522,247.36140,522,247.36B.PEKERJAAN PAGAR SISI BARATB.1PEKERJAAN TANAH DAN PASIR1Galian tanah pondasiM3125.0663,607.507,954,753.952Urugan pasir bawah pondasiM37.59146,135.001,108,433.983Urugan tanah kembaliM368.5621,202.501,453,643.40Jumlah Sub. Pek10,516,831.33B.2PEKERJAAN PASANGAN1Aanstamping (pasangan batu kosong)M315.27417,318.006,372,445.862Pasang pondasi batu kali 1 : 5M333.60782,424.5026,285,551.083Pondasi Foot plat (100x100)-Beton mutu K-175M32.10959,986.502,015,971.65-Pembesian Polos U24Kg367.5010,071.053,701,110.88-Bekisting 2 kali pakaiM29.60177,567.501,704,648.004Sloof S1 (15/25)-Beton mutu K-175M32.85959,986.502,735,961.53-Pembesian Polos U24Kg213.7510,071.052,152,686.94-Bekisting 2 kali pakaiM238.00193,517.507,353,665.005Kolom (15/25)-Beton mutu K-175M31.35959,986.501,295,981.78-Pembesian Polos U24Kg314.0310,071.053,162,561.48-Bekisting 2 kali pakaiM228.80303,748.508,747,956.806Kolom praktis 15x15M136.0058,239.502,096,622.007Ring balk praktis 15x20M176.0070,068.635,325,215.508Plesteran tebal 15 mm, 1pc : 5psM2427.5641,270.0217,645,409.759Acian dindingM2427.5624,043.9410,280,225.9210SponenganM1152.0020,237.943,076,166.5011Pasang batu candiM238.18241,480.259,218,508.5412Pekerjaan cat exteriorM2427.569,564.504,089,397.62Jumlah Sub. Pek117,260,086.81Total Jumlah Pek.127,776,918.13127,776,918.13C.PEKERJAAN TAMAN DAN PAVING1Pekerjaan paving gras block 45x30x6 lobang 8, K-300 t=6 cmM2420.0095,000.0039,900,000.002Pekerjaan tamanM2120.000.00.03Bak bunga 100x100 cmBh10.000.00.0Jumlah Sub Pek.39,900,000.00Jumlah Pek.39,900,000.0039,900,000.00J U M L A H16,010,690,261.4316,010,690,261.430.016,010,690,261.430.00.0

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Harga satuan pekerjaanDAFTAR HARGA SATUAN PEKERJAANKEGIATAN: REHABILITASI GOR TRI LOMBA JUANG KOTA SEMARANGPEKERJAAN: REHABILITASI GOR TRI LOMBA JUANG TAHAP IIIL O K A S I: Jl. TRI LOMBA JUANG, SEMARANGTH. ANGG.: 2015NO ANALISAURAIAN PEKERJAANSATHARGA SATUAN (RP)SEMESTER 1PROSENTASE KENAIKANHARGA 2012 SEMESTER 2PROSENTASE KENAIKANA.2.3.1HARGA SATUAN PEKERJAAN TANAH2.1Penggalian 1 m3 tanah biasa sedalam 1 mm351,837.5032,588.0035,100.0047.6931,375.0065.222.2Penggalian 1 m3 tanah biasa sedalam 2 mm363,607.5040,095.0042,900.0048.2738,475.0065.322.9Pengurugan kembali 1 m3 Pengurugan kembali 1 m3 galian tanahm321,202.501/3xgalian tanah1/3xgalian tanah2.10Pemadatan tanah 1 m3 tanah (per 20 cm)m337,675.0023,925.0025,200.0049.5022,750.0065.602.11Pengurugan 1 m3 dengan Pasir urugm3146,135.00120,641.00132,100.0010.62117,401.0024.482.14Pengurugan 1 m3 Sirtu padatm3170,637.50Pengurugan 1 m3 Tanah padasm3210,237.50129,399.00133,700.0057.25125,921.0066.96A.3.2.1HARGA SATUAN PEKERJAAN PONDASI3.3.Pemasangan 1 m3 pondasi batu belah campuran 1SP : 5PPm3782,424.50533,259.00583,800.0034.02539,987.0044.903.9.Pemasangan 1 m3 batu kosong (anstamping)m3417,318.00277,382.00299,800.0039.20286,651.0045.583.10.Pemasangan 1 mPondasi siklop, 60% beton campuran 1pc : 2Pp : 3kr dan 40% batu belahm3774,499.00A.4.1.1HARGA SATUAN PEKERJAAN BETON4.1.Membuat 1 m3 beton mutu f'c=7,4 Mpa (K100), slum (122)cm, w/c = 0,87m3854,986.08596,490.00598,400.0042.88588,888.0045.194.3.Membuat 1 m3 beton mutu f'c = 14,5 MPa (K 175) slump (12 2) cm w/c = 0,66m3959,986.50654,913.00657,500.0046.01647,450.0048.274.8.Membuat 1m3 beton mutu f'c=21,7 MPa (K250), slum (122)cm, w/c = 0,56m31,034,560.06749,251.00753,200.0037.36742,299.0039.374.17.Pembesian dengan besi polosKg10,071.0510,375.0011,000.00(8.45)10,715.00-6.014.17.1Pembesian dengan besi ulirKg10,302.054.19Pemasangan jaring kawat baja (wiremesh M8)Kg22,771.104.20.Pemasangan 1 m2 bekisting untuk pondasi (2 x Pakai)m2177,567.5095,018.0090,700.0095.7788,985.0099.554.21.Pemasangan 1 m2 bekisting untuk sloof (2 x Pakai)m2193,517.50102,237.0097,900.0097.6796,204.00101.154.22.Pemasangan 1 m2 bekisting untuk kolom (2 x Pakai)m2303,748.50233,475.00222,800.0036.33220,973.0037.464.23.Pemasangan 1 m2 bekisting untuk balok (2 x Pakai)m2310,018.50243,870.00232,300.0033.46230,353.0034.584.24.Pemasangan 1 m2 bekisting untuk lantai (2 x Pakai)m2375,468.50324,500.00313,700.0019.69311,973.0020.354.26.Pemasangan 1 m2 bekisting untuk tangga (2 x Pakai)m2271,793.50219,175.00208,500.0030.36206,648.0031.524.35.Membuat 1 m' kolom praktis beton bertulang (11 X 11) cmm'58,239.5050,497.0053,300.009.2751,183.0013.794.36.Membuat 1 m' ring balok beton bertulang (10 X 15) cmm'70,068.6358,592.0060,000.0016.7858,487.0019.80A.4.2.1HARGA SATUAN PEKERJAAN BESI DAN ALUMUNIUM5.1.Pemasangan 1 Kg besi profilKg28,963.0019,220.5523,300.0024.3022,672.0027.755.2.Pemasangan 1 Kg besi sikuKg29,595.505.3.Mengerjakan 1 kg pekerjaan perakitanKg265.100.00100.00165.10163.0062.645.11.Pemasangan 1 m kusen pintu aluminiumm'98,902.10104,533.00105,800.00(6.52)104,003.00-4.905.13.Pemasangan 1 m2 pintu kaca rangka alluminiumm2604,164.00503,118.00485,100.0024.54489,104.0023.525.18.Memasang 1 m talang datar/jurai seng bjls 28 lebar 90 cmm'224,721.75232,845.00223,900.000.37220,098.002.10Memasang Plat Landas/ Tumpuan tebal = 12 mm & angkur 22 mmUnt315,000.00Mesangan Kuda - kuda baja ringanM2165,000.00Measang Usuk dan reng baja ringanM2215,000.00Memasang 1 m Reilling tangga dan pagar besi + handreil kayu fin ducom'525,000.00Memasang pagar kawat harmonikaM2950,000.00Memasang Pipa galvanis 3'' pagarm'395,000.00A.4.4.1HARGA SATUAN PEKERJAAN PASANGAN DINDING6.8.Pemasangan 1 m dinding bata merah ukuran (5x11x22) tebal 1/2 bata, 1 pc : 3 Ppm2113,359.5478,553.0073,700.0053.8176,958.0047.306.10.Memasang 1 m dinding bata merah ukuran (5x11x22) tebal 1/2 bata, 1 pc : 5 Ppm2107,595.4073,227.0068,600.0056.8471,632.0050.21A.4.4.2HARGA SATUAN PEKERJAAN PLESTERAN7.3.Pemasangan 1 m2 plesteran 1SP : 3PP tebal 15mm.m244,395.787.5.Pemasangan 1 m2 plesteran 1SP : 5PP tebal 15 mmm241,270.0228,579.0028,800.0043.3026,636.0054.947.20.Pemasangan 1 m' Plesteran Skoning 1 pc : 3 Pp lebar 10 mmm220,237.9428,301.0025,000.00(19.05)24,188.00-16.337.23.Pemasangan 1 m2 plesteran ciprat 1SP : 2PPm234,233.1023,737.0023,700.0044.4422,226.0054.027.27.Pemasangan 1 m acianm224,043.9417,020.0016,400.0046.6115,689.0053.25A.4.4.3HARGA SATUAN PEKERJAAN PENUTUP LANTAI DAN PENUTUP DINDINGMemasang 1 m lantai keramik ukuran (60 x 60) cmm2255,015.75112,658.00134,700.0089.32111,265.00129.20Memasang 1 m lantai keramik ukuran (50 x 50) cmm2232,355.758.34a.Memasang 1 m lantai keramik ukuran (40 x 40) cmm2177,795.758.36.Pemasangan 1 m lantai keramik ukuran (20 x 20) cmm2210,193.50135,673.00160,400.0031.04128,629.0063.41Memasang 1 m lantai homogenius tile ukuran (60 x 60) cmm2290,705.25Memasang 1 m lantai homogenius ukuran (30 x 30) cmm2203,285.50134,464.00162,800.0024.87126,433.0060.79Memasang 1 m plint homogenius ukuran (10 x 60) cmm'30,507.49Memasang 1 m dinding homogenius ukuran (30 x 60) cmm2277,404.88Memasang 1 m lantai batu candi 20x30m2218,380.25Memasang 1 m lantai batu candi 20x40m2241,480.25Memasang 1 m lantai batu candi 30x60m2206,830.25Memasang 1 m dinding batu candim2251,277.81163,012.00169,000.0048.69158,214.0058.82Memasang 1 m Floor Hardenerm225,000.00Memasang 1 m water proofingm239,000.00Memasang 1 m Rangka hollow alumunium, baja siku (aluminium composit panel)m2137,500.00Pasang 1 m aluminium composit panel PVDF 0,3mm, t=3mmm2585,000.00Memasang 1 m Fixing (sealant non asam + accesoris)m2140,000.00A.4.5.1SATUAN PEKERJAAN LANGIT-LANGIT (PLAFOND)Memasang 1 M2 Plafon kalsiboard, tebal 4,5 mm rangka hollow galvanism2601,737.890.00142,285.00322.91Memasang 1 m langit-langit gypsumboard tebal 9 mm dan rangka hollow galvanis tebal 0.4 mmm2494,612.56Memasang 1 m' list langit-langit gypsumboardm'18,506.8919,980.0019,357.00-4.39A.4.5.2HARGA SATUAN PEKERJAAN PENUTUP ATAPMemasang 1 m2 konstruksi atap space framem2375,000.000.0061,000.00514.7560,430.00520.55Memasang 1 m2 penutup atap tension membrancem2325,000.000.0067,700.00380.0665,989.00392.5110.31.Pemasangan 1 m2 Bitumen selulosa gelombangm2220,116.0510.35.Pemasangan 1 m' nok Bitumenselulosam2394,003.50A.4.6.1HARGA SATUAN PEKERJAAN KAYUPemasangan 1 m lisplank kalsiboard 8 mmm'101,915.0011.12.Pemasangan 1 m pintu teakwood rangkap, rangka ekspose kayu kelas II (kamper)m2641,173.50497,068.00439,500.0045.89436,455.0046.90Pemasangan 1 m pintu teakwood rangkap lapis HPL, rangka ekspose kayu kelas II (kamper)m2822,673.50Pemasangan 1 m pintu teakwood rangkap lapis HPL bagian dala lapis aluminium, rk. (kamper)m2825,698.50A.4.6.2HARGA SATUAN PEKERJAAN KUNCI DAN KACAPemasangan 1 Bh Lever HandlePs205,452.50Pemasangan 1 Bh LockcaseBh400,152.50Pemasangan 1 Bh CylinderBh111,952.50Pemasangan 1 Bh Pasang Handle Allm.Ps342,952.50Pemasangan 1 Bh Pasang Lockcase Allm.Bh452,952.50Pemasangan 1 Bh WC CylinderBh273,652.50Pemasangan 1 Bh Engsel pintu (4'x3'x2,5 2BB)Bh66,178.75Pemasangan 1 Bh Pasang Engsel jendela 8" (jungkit)Bh56,155.00Pemasangan 1 Bh Handle jendela/ kunci rambucisBh68,297.63Pemasangan 1 Bh Grendel tanam pintu (Flush Bolt 12")Bh34,747.63Pemasangan 1 Bh Door closerBh1,059,258.7512.17.Pemasangan 1 m2 kaca, tebal 5 mmm2110,647.6396,176.0091,400.0021.0694,933.0016.5512.18Pemasangan 1 m2 kaca, tebal 8 mmm2275,380.05194,122.00166,400.0065.49178,437.0054.3312.20.Pemasangan 1 m2 kaca cermin, tebal 5 mmm2479,697.63205,076.00114,500.00318.95156,441.00206.63A.5.1.1HARGA SATUAN PEKERJAAN SANITASI DALAM GEDUNG14.1Pemasangan 1 buah kloset duduk/ monoblokbh317,542.501,228,409.00891,300.00(64.37)1,018,325.00-68.8214.2.Memasang 1 buah kloset jongkokbh317,542.5014.4Pemasangan 1 buah urinoirbh522,830.00765,579.00673,000.00(22.31)663,953.00-21.2514.5.Pemasangan 1 buah wastavelbh224,097.50444,262.00423,000.00(47.02)417,968.00-46.3814.12.Memasang 1 buah bak cuci piring stenles steelbh27,695.25679,652.00686,700.00(95.97)673,958.00-95.8914.14.memasang 1 buah floor drain stailees steelbh9,652.5037,098.0043,700.00(77.91)44,225.00-78.1714.18.Pemasangan 1 buah kran airbh9,735.0028,641.0024,900.00(60.90)24,769.00-60.70Pemasangan 1 buah jet spraibh9,735.0014.23.Memasang 1 m' pipa galvanis medium A diameter 3"m'283,484.3014.24.Memasang 1 m' pipa galvanis medium A diameter 4"m'407,784.3014.25.Memasang 1 m' pipa galvanis medium A diameter 5"m'543,084.30A.4.7.1HARGA SATUAN PEKERJAAN PENGECATAN13.4.Pengecatan 1 m2 bidang kayu barum234,289.7531,466.0032,300.006.1631,462.008.9913.10.Pengecatan 1 m2 tembok barum228,440.5013,570.0014,500.0096.1412,798.00122.23Pengecatan 1 m2 tembok baru eksteriorm29,564.5028,023.0027,251.00-64.90Pengecatan Marka jalan thermoplastik 1 m2m2101,350.98Pengecatan zunkromat 1 m2 bidang besi barum217,144.88HARGA SATUAN KONSTRUKSI PEKERJAAN SARANA LINGKUNGANPemasangan 1 M1 kansteen beton K-200, 10 x 20 x 50m'93,989.21Pemasangan 1 M2 grill besim'315,320.50HARGA SATUAN PEKERJAAN LAPIS BERBUTIRPenghamparan 1 M3 LPB (lapis pondasi agregat kelas B)m3963,822.96Penghamparan 1 M3 LPA (lapis pondasi agregat kelas A)m3700,775.56HARGA SATUAN PEKERJAAN BERASPALPekerjaan 1 liter Lapis resap pengikat (prime coat)Liter8,645.69Pekerjaan 1 liter Lapis perekat (tack coat)Liter8,877.42Penghamparan 1 m2 HRS-WC (hot roller sheet wearing course) tebal 3,0 cmm248,301.17Penghamparan 1 m3 ATB (asphalt treated base)m31,501,084.99HARGA SATUAN PEKERJAAN BERASPAL LAPANGANPembersihan dan pengelupasanm267,000.00Acrilic couting 2 layerm2150,000.00Pengecatan lapanganm265,000.00Pengecatan garis lapanganUnt1,300,000.00HARGA SATUAN PEKERJAAN LAIN-LAINPasang saluran U-30 terbukam'243,934.84Pengadaan dan pemasangan 1 m' U ditch beton bertulang 60x60 cmm'633,845.67Pengadaan dan pemasangan 1 m' U ditch beton bertulang 80x80 cmm'867,595.67Pengadaan dan pemasangan 1 m' tutup beton U ditch 60x60 cm type Bm'390,929.00Pengadaan dan pemasangan 1 m' tutup beton U ditch 80x80 cm type Bm'482,595.67Dinding sekat ruang ganti (panel trap UPVC) + rangkam21,350,000.00Penyekat Urinoirbh550,000.00Meja wastafelbh1,850,000.00Pekerjaan Reilling tangga dan pagarm'415,000.00Pasang 1 m paving gras block lobang 8, K-300 t=6 cmm295,000.00

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harga bahan & upahDAFTAR HARGA SATUAN BAHAN DAN UPAHKEGIATAN: REHABILITASI GOR TRI LOMBA JUANG KOTA SEMARANGPEKERJAAN: REHABILITASI GOR TRI LOMBA JUANG TAHAP IIIL O K A S I: Jl. TRI LOMBA JUANG, SEMARANGTH. ANGG.: 2015NOU R A I A NSATUANHARGA SATUAN (Rp.)HARGA 2012 SEMESTER 2PROSENTASE KENAIKANRATA2 + KEUNTUNGAN 10%TB. MAIKO BARUTOKO TKRAKATAU STEELIMANUELGEMA BARUTB. KARYA SEJAHTERAPUSAT GYPSUMCIPTA PRIMA PERKASACAHAYA KURNIASINAR KACATOKO SUBURADHI KARYAPD. BANGUNAN JAYABAROKAH 2UTAMA PRIMAALDAZCEMARA CONCRETESUPER 86KENARI JAYAKENARI JAYATRI SAKTI JAYACV. COCO CREKACIPTA LUMENINDO (DIST. PHILIPS)JHONY ELECTRIKBINA PERKASATOKO LISTRIK UD. MEGANTARATOKO LISTRIK SINAR ABADIPERTAMINACV. INTI BETONDUSASPUNBETON CENTRAL ABADIVARIA USAHA BETONJAYA MIXGADA BINA USAHA SURABAYAWIJAYA KARYA (WIKA)PD. UTAMAMURBEIUD. SEPAKATUD. SIGMA SELARASUD ALAM EKA MANDIRIHARGA QUARRYKARYA RAHAYUTOKO ADILUD MANFAATPT. TRADACV SIGMA TIGACV. DANAREJAPANTESCERAHSEMPURNA12341.00PENAWARANHPSMATERIAL TANAH DAN BATUAN17,611,759,000.0029,500,000,000.001Batu kali (quarry - base camp)mRp185,000.00128,570.000185,000.0059.70%2Batu belah (quarry - base camp)mRp215,000.00158,386.000215,000.003Batu belah (quarry - lokasi pekerjaan)mRp215,000.00185,021.000215,000.004Batu belah (base camp - lokasi pekerjaan)mRp215,000.00193,881.000215,000.005Pasir beton (quarry - lokasi pekerjaan)mRp195,000.00194,431.000195,000.006Pasir beton (quarry - lokasi pekerjaan)kgRp156.00156.007Pasir urug (quarry - lokasi pekerjaan)mRp95,000.0087,376.00095,000.008Pasir urug (base camp - lokasi pekerjaan)mRp95,000.00100,804.00095,000.009Sirtu (quarry - lokasi pekerjaan)mRp115,000.0095,455.000115,000.0010Sirtu (base camp - lokasi pekerjaan)mRp115,000.00104,340.000115,000.0011Tanah padas (quarry - lokasi pekerjaan)mRp145,000.0067,622.000145,000.0012Kerikil beton (ukuran 3cm-4cm)mRp225,000.0082,500.00082,500.0075,000.00225,000.0013Kerikil beton (ukuran 3cm-4cm)kgRp160.71160.7114Pasir pasang muntilan (quarry - lokasi pekerjaan)mRp230,000.00146,666.000146,666.66133,333.33230,000.0015Bata merah 5 x 11 x 22 cmbuahRp675.00495.000495.00450.00675.0016Batu pecah 1/2mRp240,000.00154,000.000154,000.00140,000.00240,000.0017Batu pecah 2/3mRp235,000.00148,500.000148,500.00135,000.00235,000.0018Batu pecah 3/5mRp225,000.00143,000.000143,000.00130,000.00225,000.0019Batu pecah 5/7mRp215,000.00143,000.000143,000.00130,000.00215,000.0020Produksi batu pecah 05-15 mmmRp245,000.00245,000.0021Produksi batu pecah 00-05 mmmRp260,000.00260,000.0022Pasir halus (base camp)mRp215,000.00215,000.0023Agregat kasar (base camp)mRp195,000.00195,000.0024Agregat halus (base camp)mRp215,000.00215,000.0025Batu parasmRp235,000.0085,250.00085,250.0085,000.0070,000.00235,000.0026Batu tempel hitammRp365,000.0074,250.00074,250.00110,000.0025,000.00365,000.0027Batu candi ukuran 30 x 60 cmmRp95,000.0074,250.002899,000.0090,000.0095,000.0028Batu candi ukuran 20 x 30 cmmRp105,000.00105,000.0029Batu candi ukuran 20 x 40 cmmRp125,000.0061,966.00082,500.0075,000.00125,000.00MATERIAL KAYU1Kayu kamper (balok)mRp6,500,000.007,260,000.0007,480,000.006,800,000.006,500,000.002Kayu kamper (papan)mRp6,750,000.007,480,000.0007,645,000.006,950,000.006,750,000.003Kayu bengkirai (balok)mRp4,750,000.006,930,000.0008,250,000.007,500,000.004,750,000.004Kayu bengkirai (papan)mRp4,900,000.007,975,000.0008,525,000.007,750,000.004,900,000.005Kayu kelapa 1 kali pakaimRp1,000,000.002,860,000.0003,190,000.002,900,000.001,000,000.006Kayu kelapa 2 kali pakaimRp1,500,000.001,500,000.007Kayu bekisting 1 kali pakaimRp2,750,000.001,457,500.0001,650,000.001,500,000.002,750,000.008Kayu bekisting 2 kali pakaimRp3,500,000.003,500,000.009Kayu perancah 1 kali pakaimRp1,600,000.001,952,500.0002,090,000.001,900,000.001,600,000.0010Kayu perancah 2 kali pakaimRp1,850,000.001,850,000.0011Dolken kayu galam 8-10 cm 1 kali pakaibatangRp14,000.0022,550.00022,550.0020,500.0014,000.0012Dolken kayu galam 8-10 cm 2 kali pakaibatangRp16,000.0016,000.0013Bambu 10 cm panjang 600 cmbatangRp11,000.009,166.0009,350.008,500.008,500.0011,000.0014Bambu 15 cmbatangRp13,000.0014,116.00012,925.0012,000.0011,500.0013,000.0015Kayu balok utk bowplank,pagar dan kantor sementaram3Rp2,750,000.001,925,000.0001,925,000.001,750,000.002,750,000.0016Kayu papan untuk bowplankm3Rp2,800,000.002,695,000.0002,695,000.002,450,000.002,800,000.0017Kayu terentang (bekisting) 1 kali pakaim3Rp2,750,000.001,443,750.0001,443,750.001,300,000.001,325,000.002,750,000.0018Kayu terentang (bekisting) 2 kali pakaim3Rp2,900,000.002,900,000.0019Teakwood 4 mm (90x210)lembarRp92,000.0056,925.00056,925.0051,000.0052,500.0092,000.0020Teakwood 4 mm (90x210) 2 kali pakailembarRp86,000.0086,000.00Teakwood 4 mm lapis aluminium (90x210)lembarRp97,500.0097,500.0021Plywood 9 mm (120x240) 1 kali pakailembarRp129,000.00107,250.000107,250.00100,000.0095,000.00129,000.0022Plywood 9 mm (120x240) 2 kali pakailembarRp145,000.00145,000.0023HPL 3 mm ukuran 90x210cmlembarRp165,000.00165,000.00MATERIAL PIPA GALVANIS1Pipa galvanis medium A 1/2"mRp32,500.0026,100.0000.00.023,760.0023,000.0032,500.002Pipa galvanis medium A 3/4"mRp40,833.3327,300.0000.00.025,000.0024,250.0040,833.333Pipa galvanis medium A 1"mRp61,833.3346,200.0000.00.041,750.0042,000.0061,833.334Pipa galvanis medium A 1 1/2"mRp92,500.0068,800.0000.00.062,250.0062,000.0092,500.005Pipa galvanis medium A 2"mRp125,833.3393,700.0000.00.087,750.0088,500.00125,833.336Pipa galvanis medium A 3"mRp207,500.00126,900.0000.00.0110,000.00207,500.007Pipa galvanis medium A 4"mRp301,666.67212,700.0000.00.0198,000.00301,666.678Pipa galvanis medium A 5"mRp404,166.67404,166.679Assesoris galvanismRp5,000.004,125.0004,125.003,750.005,000.00MATERIAL BESI DAN BAJA1Besi profilkgRp15,500.0014,850.00010,917.059,924.5915,500.002Besi sikukgRp16,000.0014,300.0009,115.738,287.0416,000.003Besi stripkgRp19,000.0014,300.00014,300.0013,000.0019,000.004Besi platkgRp24,000.0014,300.00014,300.0013,000.0024,000.005Besi angkur/mur/bautkgRp19,000.0016,500.00016,500.0015,000.0019,000.006Besi beton polos (U-24)kgRp7,550.0011,500.0000.00.07,550.007Besi beton ulir (U-32)kgRp7,750.009,350.0000.00.07,750.008Wire mess M8kgRp19,000.0019,000.009Kawat galvanis 4 mmkgRp23,000.0024,392.00026,400.0024,000.0023,000.0010Kawat galvanis 5 mmkgRp25,500.0025,300.00027,500.0025,000.0025,500.0011Kawat betonkgRp16,000.0016,500.00015,400.0014,000.0016,000.0012PakukgRp14,500.0014,850.00014,850.0013,500.0014,500.0013Paku sekrupkgRp16,000.0019,250.00020,900.0019,000.0016,000.0014Kawat BetonkgRp14,500.0017,800.0017,050.0015,500.0014,500.00MATERIAL PAVING0.01Paving gras block 45x30x6 lobang 8, K-300 t=6 cmm2Rp57,500.0057,500.002Kanstin K-200, 10x20x50 cmbuahRp29,500.0012,485.0013612,842.5011,350.0012,000.0029,500.00MATERIAL DRAINASE1Buis beton 100 cmbuahRp300,000.00231,000.000242,000.00220,000.00220,000.00300,000.002Got Normal U-30buahRp65,000.0065,000.003U - Ditch - 60, panjang 1,2 munitRp655,000.00522,694.000815,320.00741,200.00655,000.004U - Ditch - 80, panjang 1,2 munitRp910,000.00910,000.005Penutup U - Ditch 60 LD, panjang 0,6 munitRp195,000.00192,808.000286,000.00260,000.00195,000.006Penutup U - Ditch 80 LD tebal 10 cm, panjang 0,6 munitRp245,000.00245,000.00MATERIAL PENUTUP ATAP1Genteng betonbuahRp10,300.003,850.0003,740.003,400.0010,300.002Genteng decra bondbuahRp9,850.003,850.0003,850.009,850.003Genteng kodokbuahRp9,700.002,007.0001,870.001,700.009,700.004Genteng metallembarRp9,250.00132,000.000132,000.009,250.005Genteng palentongbuahRp8,700.002,090.0002,090.008,700.006Genteng palentong superbuahRp9,900.003,410.0003,410.009,900.007Genteng bubung kodokbuahRp11,500.004,950.0005,500.005,000.0011,500.008Genteng bubung palentongbuahRp10,100.008,250.0008,250.0010,100.009Genteng galvalummRp185,000.00185,000.0010Nok genteng galvalummRp110,000.00110,000.0011Nok genteng betonbuahRp11,600.006,270.0006,270.0011,600.0012Nok stel gelombanglembarRp110,000.0046,200.00046,200.00110,000.0013Nok bitumenselulosa gelombanglembarRp165,000.0091,300.00091,300.0083,000.00165,000.0014Roof light fiberglasslembarRp292,100.0099,000.00099,000.00292,100.0015Seng gelombang 3"-5"lembarRp98,000.0075,350.00075,350.0098,000.0016Seng gelombang bljs 30lembarRp135,000.0066,000.00066,000.00135,000.0017Seng gelombang bjls 28lembarRp115,000.0091,300.00091,300.00115,000.0018Seng plat 3" x 6" bjls 28lembarRp125,000.0071,500.00071,500.00125,000.0019Seng plat bjls 28mRp65,000.0038,500.00038,500.0065,000.0020Seng plat bjls 30mRp78,000.0047,300.00047,300.0078,000.0021SiraplembarRp95,000.001,650.0001,650.001,500.0095,000.0022Asbes gelombang besar 5mm (225x102cm)lembarRp87,500.0085,800.00085,800.0087,500.0023Asbes gelombang besar 5mm (200x102cm)lembarRp97,000.0079,200.00079,200.0097,000.0024Asbes gelombang kecil 4mm (300x105)lembarRp51,750.0077,275.00074,250.0067,500.0051,750.0025Asbes gelombang kecil 4mm (270x105)lembarRp59,900.0068,475.00068,750.0062,500.0059,900.0026Asbes gelombang kecil 4mm (240x105)lembarRp66,000.0062,425.00063,250.0057,500.0066,000.0027Asbes gelombang kecil 4mm (210x105)lembarRp56,700.0049,500.00049,500.0045,000.0056,700.0028Asbes gelombang kecil 4mm (180x105)lembarRp47,850.0041,800.00041,800.0038,000.0047,850.0029Asbes gelombang kecil 4mm (150x105)lembarRp44,500.0039,600.00039,600.0044,500.0030Asbes gelombang besar 6mm (250x102)lembarRp115,000.0080,300.00080,300.00115,000.0031Asbes gelombang besar 6mm (225x102)lembarRp97,500.0070,400.00070,400.0097,500.0032Asbes gelombang besar 6mm (200x102)lembarRp85,600.0071,500.00071,500.0085,600.0033Fibre glass (jabes) 180x92 cmlembarRp65,000.0051,700.00051,700.0047,000.0065,000.0034Fibre glass (jabes) 200x92 cmlembarRp85,000.0068,200.00068,200.0062,000.0085,000.0035Fibre glass (jabes) 180x105 cmlembarRp105,000.0068,200.00068,200.0062,000.00105,000.0036Bubungan beton pressbuahRp11,500.004,510.0004,510.004,100.0011,500.0037Bubungan asbes kecilbuahRp14,500.0041,250.00041,250.0037,500.0014,500.0038Bubungan asbes besarbuahRp16,800.008,030.0008,030.007,300.0016,800.0039Bitumenselulosa gelombanglembarRp285,000.00149,875.000147,583.33137,500.00130,000.00135,000.00285,000.0040Bitumenaelulosa tekstur gentinglembarRp210,000.0062,150.00060,683.3355,000.0052,500.0058,000.00210,000.0041Listplang tekstur kayubuahRp240,000.0049,500.00049,500.0045,000.00240,000.0042Listplank papan kalsiboardbuahRp225,000.0055,000.00055,000.0050,000.00225,000.00MATERIAL PLAFOND1Gypsum Board (120 cm x 240 cm x 9 mm)lembarRp65,000.0058,666.00058,666.6652,000.0053,000.0055,000.0065,000.002Kalsium silikat board 4,5lembarRp70,000.0070,000.003Listplank GRC (20 cm x 244 cm x 9 mm )m2Rp375,000.0057,200.00057,200.0052,000.00375,000.004List gypsumm'Rp9,000.0011,000.00011,000.0010,000.009,000.00MATERIALPENUTUP LANTAI DAN DINDING1Keramik 20 x 20 cmbuahRp3,000.001,774.0001,855.331,740.001,520.001,800.003,000.002Keramik 40 x 40 cmm2Rp95,000.0095,000.003Keramik 50 x 50 cmm2Rp145,000.00145,000.004Keramik 60 x 60 cmm2Rp165,000.009,579.0016239,521.118,320.008,480.009,166.67165,000.005Homogenius tile 30 x 30 cmm2Rp115,000.003,908.0028434,172.004,140.003,420.003,818.18115,000.006Homogenius tile 60 x 60 cmm2Rp196,500.009,579.0019519,521.118,320.008,480.009,166.67196,500.007Plint Homogenius tile 10 x 60 cmbuahRp23,000.0023,000.008Homogenius tile 30 x 60 cmm2Rp135,000.00135,000.00MATERIAL PEREKAT1Lem kayuliterRp24,000.0015,400.00015,400.0013,000.0015,000.0024,000.002Portland cementzakRp54,500.001,292.0001,292.501,175.001,175.0054,500.003Semen portlandkgRp1,362.501,292.0001,292.501,175.001,175.001,362.504Semen warnakgRp9,500.008,800.0008,800.008,000.008,000.009,500.005Compound gypsumkgRp2,500.0013,200.00013,200.0012,000.002,500.006Kassam'Rp3,500.00366.000366.66333.333,500.00MATERIAL CAT1Cat dasar (cat kayu)kgRp37,000.0045,650.00044,275.0040,000.0040,500.0037,000.002Cat dasar (cat besi)kgRp45,000.0044,137.00044,137.5040,000.0040,250.0045,000.003Cat dasar (cat tembok)kgRp32,500.0016,775.00016,775.0012,500.0018,000.0032,500.004Cat antara (cat besi)kgRp45,000.0046,200.00045,925.0042,500.0041,000.0045,000.005Cat penutup (cat kayu)kgRp29,000.0045,375.00045,375.0040,500.0042,000.0029,000.006Cat penutup (cat besi)kgRp60,000.0045,512.00045,512.5040,750.0042,000.0060,000.007Cat penutup (cat tembok)kgRp53,500.0016,775.00016,775.0020,500.0010,000.0053,500.008Cat besikgRp65,000.0036,153.00036,300.0040,000.0020,000.0039,000.0065,000.009Cat tembokkgRp65,000.0015,275.00015,275.3315,500.0016,160.0010,000.0065,000.0010Meni kayukgRp37,500.0020,533.00020,533.3318,000.0020,500.0017,500.0037,500.0011Plamir kayukgRp29,000.0027,500.00027,500.0025,000.0029,000.0012Plamir tembokkgRp24,000.0026,400.00026,950.0026,000.0023,000.0024,000.0013PoliturliterRp29,500.0031,350.00031,900.0027,000.0031,000.0029,500.00MATERIAL KUNCI DAN ENGSEL1Lever Handle / HRE 61.41PasangRp150,000.00150,000.002Swing Lockcase / LC 121 WL - 60buahRp327,000.00327,000.003Double Cylinder /DC 02 - 60buahRp65,000.0065,000.004Handle Allm./ HRES 61.41PasangRp275,000.00275,000.005Lockcase Allm./ LC 506 AL - 30buahRp375,000.00375,000.006WC. Cylinder KW 00 - 60buahRp212,000.00212,000.007Engsel pintu / EK 02 (4'x3'x2,5 2BB)buahRp47,000.0047,000.008Engsel jendela 8" (jungkit)buahRp33,500.0033,500.009Handle jendela/ kunci rambucisbuahRp49,500.0049,500.0010Grendel tanam pintu / Flush Bolt 644 (12")buahRp19,000.0019,000.0011Door closer / DC 20 SLDbuahRp921,000.00921,000.0012Pull handle stainless jumbo (kw 1)buahRp445,000.00685,300.000524,315.00685,300.00268,000.00445,000.0013Handle pintu (kw 1)buahRp670,000.00181,500.000135,025.00181,500.0064,000.00670,000.00MATERIAL KACA1Kaca polos 5mmm2Rp80,000.0078,833.00077,000.0070,000.0070,000.0080,000.002Kaca polos 8mmm2Rp215,000.00154,000.000165,000.00150,000.00215,000.003Kaca cermin 5mmm2Rp385,000.00134,750.000176,000.00160,000.00385,000.004Profil kacamRp45,000.009,900.00011,000.0010,000.0045,000.00MATERIAL SANITAIR1Bak cuci stainless steelbuah0.0272,525.000275,000.00245,000.00255,000.002Bak fiberglassbuah0.0294,525.000295,350.00265,000.00272,000.003Bak reservoir fibreglass (kapasitas 1000 liter)buah0.0838,700.00k195,000.004Floor drainbuah0.038,500.00030,250.0020,000.0035,000.005Kloset duduk/monoblokbuah0.0825,000.0001,017,500.00900,000.00950,000.006Kloset jongkok porselenbuah0.0118,250.000123,750.00100,000.00125,000.007Kran airbuah0.018,975.00021,725.0017,500.0022,000.008Jet spraibuah0.09Urinoirbuah0.0512,600.000594,000.00480,000.00600,000.0010Wastavelbuah0.0277,750.000286,000.00245,000.00275,000.0011Water drain + asesoriesset0.0385,000.000385,000.00350,000.00MATERIAL MINYAK1Minyak catkgRp29,000.0023,100.00023,100.0021,000.0029,000.002Teak oilliterRp19,000.0026,400.00026,400.0024,000.0019,000.003Thinner AliterRp36,500.0031,900.000k36,500.004Solar (industri)literRp9,500.009,172.00010,269.059,000.009,671.009,500.005SolarliterRp7,600.004,950.0004,950.004,500.007,600.006Minyak tanahliterRp6,800.009,080.00011,162.8010,148.006,800.007ThinnerliterRp29,000.0018,700.00018,700.0017,000.0029,000.008Minyak bekistingliterRp25,000.0013,750.00013,750.0012,500.0025,000.009Minyak PelumasliterRp23,000.0024,200.00024,200.0022,000.0023,000.00MATERIAL PINTU ALUMINIUM DAN BESI1Pintu aluminiummRp75,000.0097,075.00099,000.0090,000.0075,000.002Profil aluminiummRp75,000.0088,000.00088,000.0080,000.0075,000.003Aluminium stripmRp65,000.0038,500.00038,500.0035,000.0065,000.004Skrup fixerbuahRp150.00550.000550.00500.00150.005Kusen aluminium 4" putihmRp75,000.0073,700.00077,000.0070,000.0075,000.006C channel galvanis lebar 40 mmm'Rp95,000.007,150.0007,150.006,500.0095,000.007C channel galvanis lebar 75 mmm'Rp135,000.0013,750.00013,750.0012,500.00135,000.008Hollow galvanis 20x40x0,4 mmm'Rp29,000.006,833.0006,833.756,212.5029,000.009Hollow galvanis 40x40x0,4 mmm'Rp35,000.008,518.0008,518.127,743.7535,000.00MATERIAL PERALATAN1Asphalt distributor 4000 jamRp225,000.00225,000.002Asphalt finisherjamRp210,000.00598,340.000210,000.003Asphalt mixing plantjamRp195,000.004,026,923.000195,000.004Bulldozer 100-150 HPjamRp181,250.00416,045.000181,250.005Compressor 4000-6500 \mjamRp50,000.00111,361.00-5550,000.006Dump truck 20 tonjamRp118,750.00395,934.000118,750.007Dump truck 7,5 tonjamRp68,750.00190,872.00068,750.008Excavator 80-140 HPjamRp175,000.00457,925.000175,000.009Flat bed truck 3-4 mjamRp56,250.0056,250.0010Generator set 135 KVAjamRp168,750.00278,666.000168,750.0011Tandem roller 6-8 tonjamRp150,000.00150,000.0012Three wheel roller 6-8 tonjamRp185,000.00163,324.000185,000.0013Vibratory roller 1 tonjamRp37,000.0050,602.00037,000.0014Water pump 70-100 mmjamRp25,000.0021,573.00025,000.0015Water tanker truck 3000-4000 jamRp95,000.00158,114.00095,000.0016Wheel loader 1,0-1,6 mjamRp85,000.00264,163.00085,000.0017StamperjamRp18,750.0033,200.00018,750.0018Motor grader >100 HPjamRp26,875.0026,875.0019Alat bantusetRp39,000.0043,890.00039,000.0020Sewa alat lasjamRp56,250.0018,115.00056,250.0021Pedestrian RollerjamRp150,000.00150,000.0022Pneumatic tire roller 8-10 tonjamRp185,000.00185,000.00MATERIAL LAIN-LAIN1Airm3Rp80.0016,500.00016,500.0015,000.0080.002Cat marka (thermoplastic)kgRp14,600.0038,500.00038,500.0035,000.0014,600.003Curing compoundliterRp11,000.0042,350.00042,350.0039,000.0038,000.0011,000.004Glass BeadkgRp11,500.0013,750.00013,750.0012,500.0011,500.005FormicalembarRp135,000.0051,425.00051,425.0047,500.0046,000.00135,000.006Seal tapebuahRp3,000.002,750.0002,750.002,500.003,000.007SealanttubeRp17,000.0034,925.00034,925.0030,000.0033,500.0017,000.008Produksi LPA (lapis pondasi agregat kelas A)m3Rp475,000.00475,000.009Produksi LPB (lapis pondasi agregat kelas B)m3Rp665,000.00665,000.0010Aspal curahkgRp6,129.038,360.0008,445.807,678.006,129.0311Aspal drumkgRp7,741.948,800.00010,226.929,297.207,741.94T E N A G A1Kepala tukangOhRp75,000.0055,000.00060,500.0055,000.0055,000.0075,000.002MandorOhRp85,000.0055,000.00066,000.0060,000.0060,000.0085,000.003PekerjaOhRp60,000.0040,000.00041,250.0035,000.0040,000.0060,000.004Tukang batuOhRp70,000.0045,000.00055,000.0050,000.0050,000.0070,000.005Tukang besiOhRp70,000.0045,000.00049,500.0045,000.0045,000.0070,000.006Tukang besi konstruksiOhRp72,500.0045,000.00055,000.0050,000.0072,500.007Tukang aluminiumOhRp70,000.0045,000.00055,000.0050,000.0070,000.008Tukang catOhRp70,000.0045,000.00055,000.0050,000.0070,000.009Tukang kayuOhRp70,000.0045,000.00066,000.0060,000.0070,000.0010Tukang lasOhRp70,000.0045,000.00060,500.0055,000.0070,000.0011Operator alat beratOhRp125,000.00125,000.00

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Analisa satuanANALISA SATUAN PEKERJAANKEGIATAN: REHABILITASI GOR TRI LOMBA JUANG KOTA SEMARANGPEKERJAAN: REHABILITASI GOR TRI LOMBA JUANG TAHAP IIIL O K A S I: Jl. TRI LOMBA JUANG, SEMARANGTH. ANGG.: 2015No.URAIAN PEKERJAANKODESATKOEFISIENHARGA SAT. (Rp)JUMLAH HARGA (Rp)A.2.3.1HARGA SATUAN PEKERJAAN TANAH2.1Penggalian 1 m3 tanah biasa sedalam 1 mATENAGA KERJA1PekerjaL.01Oh0.750060,000.0045,000.002MandorL.04Oh0.025085,000.002,125.00JUMLAH47,125.00BBAHAN0.0CPERALATAN0.0DJumlah (A+B+C)47,125.00EOverhead & Profit10%4,712.50FHarga Satuan Pekerjaan (D+E)51,837.502.2Penggalian 1 m3 tanah biasa sedalam 2 mATENAGA KERJA1PekerjaL.01Oh0.900060,000.0054,000.002MandorL.04Oh0.045085,000.003,825.00JUMLAH57,825.00BBAHAN0.0CPERALATAN0.0DJumlah (A+B+C)57,825.00EOverhead & Profit10%5,782.50FHarga Satuan Pekerjaan (D+E)63,607.502.9Pengurugan kembali 1 m3 Pengurugan kembali 1 m3 galian tanahPengurugan hasil galian dihitung dari 1/3 kali dari koefisien pekerjaan galian2.10Pemadatan tanah 1 m3 tanah (per 20 cm)ATENAGA KERJA1PekerjaL.01Oh0.500060,000.0030,000.002MandorL.04Oh0.050085,000.004,250.00JUMLAH34,250.00BBAHAN0.0CPERALATAN0.0DJumlah (A+B+C)34,250.00EOverhead & Profit10%3,425.00FHarga Satuan Pekerjaan (D+E)37,675.002.11Pengurugan 1 m3 dengan Pasir urugATENAGA KERJA1PekerjaL.01Oh0.300060,000.0018,000.002MandorL.04Oh0.010085,000.00850.00JUMLAH18,850.00BBAHAN1Pasir urug (quarry - lokasi pekerjaan)M.14M31.200095,000.00114,000.00JUMLAH114,000.00CPERALATAN0.0DJumlah (A+B+C)132,850.00EOverhead & Profit10%13,285.00FHarga Satuan Pekerjaan (D+E)146,135.002.14Pengurugan 1 m3 Sirtu padatATENAGA KERJA1PekerjaL.01Oh0.250060,000.0015,000.002MandorL.04Oh0.025085,000.002,125.00JUMLAH17,125.00BBAHAN1Sirtu (quarry - lokasi pekerjaan)M.18M31.2000115,000.00138,000.00JUMLAH138,000.00CPERALATAN0.0DJumlah (A+B+C)155,125.00EOverhead & Profit10%15,512.50FHarga Satuan Pekerjaan (D+E)170,637.50Pengurugan 1 m3 Tanah padasATENAGA KERJA1PekerjaL.01Oh0.250060,000.0015,000.002MandorL.04Oh0.025085,000.002,125.00JUMLAH17,125.00BBAHAN1Tanah padas (quarry - lokasi pekerjaan)M.18M31.2000145,000.00174,000.00JUMLAH174,000.00CPERALATAN0.0DJumlah (A+B+C)191,125.00EOverhead & Profit10%19,112.50FHarga Satuan Pekerjaan (D+E)210,237.50A.3.2.1HARGA SATUAN PEKERJAAN PONDASI3.3.Pemasangan 1 m3 pondasi batu belah campuran 1SP : 5PPATENAGA KERJA1PekerjaL.01.Oh1.500060,000.0090,000.002Tukang batuL.02aOh0.600070,000.0042,000.003Kepala tukangL.03Oh0.060075,000.004,500.004MandorL.04Oh0.075085,000.006,375.00JUMLAH142,875.00BBAHAN1Batu belah (quarry - lokasi pekerjaan)M.04M31.2000215,000.00258,000.002Semen portlandM.483Kg136.00001,362.50185,300.003Pasir pasang muntilan (quarry - lokasi pekerjaan)M.29M30.5440230,000.00125,120.00JUMLAH568,420.00CPERALATAN0.0DJumlah (A+B+C)711,295.00EOverhead & Profit10%71,129.50FHarga Satuan Pekerjaan (D+E)782,424.503.9.Pemasangan 1 m3 batu kosong (anstamping)ATENAGA KERJA1PekerjaL.01Oh0.780060,000.0046,800.002Tukang batuL.02aOh0.390070,000.0027,300.003Kepala tukangL.03Oh0.039075,000.002,925.004MandorL.04Oh0.039085,000.003,315.00JUMLAH80,340.00BBAHAN1Batu belah (quarry - lokasi pekerjaan)M.04M31.2000215,000.00258,000.002Pasir urug (base camp - lokasi pekerjaan)M.15M30.432095,000.0041,040.00JUMLAH299,040.00CPERALATAN0.0DJumlah (A+B+C)379,380.00EOverhead & Profit10%37,938.00FHarga Satuan Pekerjaan (D+E)417,318.003.10.Pemasangan 1 mPondasi siklop, 60% beton campuran 1pc : 2Pp : 3kr dan 40% batu belahATENAGA KERJA1PekerjaL.01Oh3.000060,000.00180,000.002Tukang batuL.02aOh0.850070,000.0059,500.003Kepala tukangL.03Oh0.085075,000.006,375.004MandorL.04Oh0.150085,000.0012,750.00JUMLAH258,625.00BBAHAN1Batu belah (quarry - lokasi pekerjaan)M.04M30.0480215,000.0010,320.002Semen portlandM.483Kg194.00001,362.50264,325.003Pasir beton (quarry - lokasi pekerjaan)M.9M30.3120195,000.0060,840.004Batu pecah 2/3M.33M30.4680235,000.00109,980.00JUMLAH445,465.00CPERALATAN0.0DJumlah (A+B+C)704,090.00EOverhead & Profit10%70,409.00FHarga Satuan Pekerjaan (D+E)774,499.00A.4.1.1HARGA SATUAN PEKERJAAN BETON4.1.Membuat 1 m3 beton mutu f'c=7,4 Mpa (K100), slum (122)cm, w/c = 0,87ATENAGA KERJA1PekerjaL.01OH1.650060,000.0099,000.002Tukang batuL.02aOH0.275070,000.0019,250.003Kepala tukangL.03OH0.028075,000.002,100.004MandorL.04OH0.083085,000.007,055.00JUMLAH127,405.00BBAHAN1Semen portlandM.483Kg247.00001,362.50336,537.502Pasir beton (quarry - lokasi pekerjaan)M.9Kg869.0000156.00135,564.003Kerikil beton (ukuran 3cm-4cm)M.26Kg999.0000160.71160,553.574AirM.805ltr215.000080.0017,200.00JUMLAH649,855.07CPERALATAN0.0DJumlah (A+B+C)777,260.07EOverhead & Profit10%77,726.01FHarga Satuan Pekerjaan (D+E)854,986.084.3.Membuat 1 m3 beton mutu f'c = 14,5 MPa (K 175) slump (12 2) cm w/c = 0,66ATENAGA KERJA1PekerjaL.01OH1.