Harga Satuan

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NO.URAIAN PEKERJAANHARGA SATUANJUMLAH HARGASUB. TOTALUPAHBAHANUPAHBAHAN( Rp )( Rp )( Rp )( Rp )1 1 M1 Pasang BouwplankTenaga Kerja0.05OHPekerja8500042500.06OHTukang Kayu12000072000OHKepala Tukang13000000OHMandor1400000Bahan0.019M3Balok & Papan Biasa67975012915.250.05KgPaku Biasa190009500.015RolBenang Tukang200030 Jumlah1145013895.2525,34521 m3 menggali tanah biasa sedalam 1 meterTenaga Kerja0.75OHPekerja85000637500.025OHMandor14000035006725067,25031 m3 menggali tanah biasa sedalam 2 meterTenaga Kerja0.9OHPekerja 85000765000.045OHMandor14000063008280082,80041 m3 menggali tanah biasa sedalam 3 meterTenaga Kerja1.05OHPekerja 85000892500.067OHMandor14000093809863098,63051 m3 memadatkan tanah (per 20 cm)Tenaga Kerja0.5OHPekerja 85000425000.05OHMandor14000070004950049,50061 m3 mengurug kembali galianTenaga Kerja0.25OHPekerja 85000212500.0083OHMandor1400001166.666666666722416.666666666722,41771 m3 mengurug pasir urugTenaga Kerja0.5OHPekerja85000425000.05OHMandor14000070004950049,50081 m3 memasang batu kosong (anstamping)Bahan1.2m3Batu Belah 15 cm/20 cm1750002100000.432m3Pasir Urug6250027000Tenaga Kerja0.78OHPekerja85000663000.39OHTukang Batu120000468000OHKepala Tukang13000000OHMandor1400000113100237000350,10091 m3 memasang pondasi batu belah, campuran 1 PC : 3 PPBahan1.2m3Batu Belah 15 cm/20 cm175000210000202KgPortland Cement13202666400.485m3Pasir Pasang10000048500Tenaga Kerja1.5OHPekerja850001275000.75OHTukang Batu120000900000OHKepala Tukang13000000OHMandor1400000217500525140742,640101 m3 memasang pondasi batu belah, campuran 1 PC : 4 PPBahan1.2m3Batu Belah 15 cm/20 cm175000210000163KgPortland Cement13202151600.52m3Pasir Pasang10000052000Tenaga Kerja1.5OHPekerja850001275000.75OHTukang Batu120000900000OHKepala Tukang13000000OHMandor140000217500477160694,660

111 m3 memasang pondasi batu belah, campuran 1 PC : 5 PPBahan1.2m3Batu Belah 15 cm/20 cm175000210000136KgPortland Cement13201795200.544m3Pasir Pasang10000054400Tenaga Kerja1.5OHPekerja850001275000.75OHTukang Batu120000900000OHKepala Tukang13000000OHMandor1400000217500443920661,420121 m3 beton mutu K 175 (Rabat dan Sloof)Bahan326kgPortland Cement13204303200.52kgPasir Beton4600002392000.81kgKerikil150100121581215literAir00Tenaga Kerja1.65OHPekerja850001402500.275OHTukang Batu120000330000OHKepala Tukang13000000OHMandor1400000173250791101964,351131 m3 beton mutu K225 (Struktur)Bahan371kgPortland Cement13204897200.52kgPasir Beton4600002392000.81kgKerikil150100121581215literAir00Tenaga Kerja1.65OHPekerja850001402500.275OHTukang Batu120000330000OHKepala Tukang13000000OHMandor14000001732508505011,023,751141 kg pembesian dengan besi ulirBahan1.5kgBesi ulir13000195000.05kgKawat Beton18000900Tenaga Kerja0.07OHPekerja8500059500.07OHTukang Besi12000084000OHKepala Tukang13000000OHMandor1400000143502040034,750151 kg pembesian dengan besi polosBahan1.5kgBesi polos14000210000.05kgKawat Beton18000900Tenaga Kerja0.07OHPekerja8500059500.07OHTukang Besi12000084000OHKepala Tukang13000000OHMandor1400000143502190036,250161 m2 bekisting untuk sloofBahan0.045m3Papan Kayu 69287531179.3750.3kgPaku 5 cm - 10 cm1900057000.1literMinyak Bekisting180001800Tenaga Kerja0.52OHPekerja85000442000.26OHTukang Besi120000312000OHKepala Tukang13000000OHMandor14000007540038679.375114,079171 m2 bekisting untuk kolomBahan0.04m3Papan Kayu 692875277150.4kgPaku 5 cm - 10 cm1600064000.2literMinyak Bekisting1800036000.015m3Balok Kayu Kelas III67975010196.250.35LembarPlywood tebal 9 mm120000420002BatangDolken kayu galam, (8 - 10) cm, panjang 4 m1250025000Tenaga Kerja0.52OHPekerja85000442000.26OHTukang Besi120000312000OHKepala Tukang13000000OHMandor140000075400114911.25190,311181 m2 bekisting untuk balokBahan0.04m3Papan Kayu 692875277150.4kgPaku 5 cm - 10 cm1600064000.2literMinyak Bekisting1800036000.018m3Balok Kayu Kelas III67975012235.50.35LembarPlywood tebal 9 mm120000420002BatangDolken kayu galam, (8 - 10) cm, panjang 4 m1250025000Tenaga Kerja0.66OHPekerja85000561000.33OHTukang Besi120000396000OHKepala Tukang13000000OHMandor140000095700116950.5212,651191 m2 bekisting untuk plat lantaiBahan0.04m3Papan Kayu 692875277150.4kgPaku 5 cm - 10 cm1600064000.2literMinyak Bekisting1800036000.015m3Balok Kayu Kelas III67975010196.250.35LembarPlywood tebal 9 mm120000420006BatangDolken kayu galam, (8 - 10) cm, panjang 4 m1250075000Tenaga Kerja0.66OHPekerja85000561000.33OHTukang Besi120000396000OHKepala Tukang13000000OHMandor140000095700164911.25260,611201 m3 kolom beton bertulang (200 kg besi + bekisting)Bahan0.4m3Papan Kayu 6928752771504kgPaku 5 cm - 12 cm16000640002literMinyak Bekisting1800036000200kgBesi Beton Polos1400028000004.5kgKawat Beton1800081000336kgPortland Cement13204435200.54m3Pasir Beton4600002484000.81m3Kerikil1501001215810.15m3Kayu Kelas II balok679750101962.53.5Lembar Plywood 9 mm12000042000020BatangDolken kayu galam, (8 - 10) cm12500250000Tenaga Kerja7.05OHPekerja850005992500.275OHTukang Batu120000330001.65OHTukang Kayu1200001980002.1OHTukang Besi1200002520000OHKepala Tukang 13000000OHMandor140000010822504843613.55,925,864211 m3 balok beton bertulang (150 kg besi + bekisting)Bahan0.32m3Kayu Kelas III6928752217203.2kgPaku 5 cm - 12 cm16000512001.6literMinyak Bekisting1800028800150kgBesi Beton Polos1400021000003kgKawat Beton1800054000336kgPortland Cement13204435200.54m3Pasir Beton4600002484000.81m3Kerikil1501001215810.14m3Kayu Kelas II balok679750951652.8Lembar Plywood 9 mm12000033600016BatangDolken kayu galam, (8 - 10) cm12500200000Tenaga Kerja6.35OHPekerja850005397500.275OHTukang Batu120000330001.65OHTukang Kayu1200001980001.4OHTukang Besi1200001680000OHKepala Tukang 13000000OHMandor140000093875039003864,839,136221 m3 plat beton bertulang (150 kg besi + bekisting)Bahan0.32m3Papan Kayu 6928752217203.2kgPaku 5 cm - 12 cm16000512001.6literMinyak Bekisting1800028800150kgBesi Beton Poli=os1400021000002.25kgKawat Beton1800040500336kgPortland Cement13204435200.54m3Pasir Beton4600002484000.81m3Kerikil1501001215810.12m3Kayu Kelas II balok679750815702.8Lembar Plywood 9 mm12000033600032BatangDolken kayu galam, (8 - 10) cm12500400000Tenaga Kerja5.3OHPekerja850004505000.275OHTukang Batu120000330001.3OHTukang Kayu1200001560001.05OHTukang Besi1200001260000OHKepala Tukang 13000000OHMandor140000076550040732914,838,791231 m3 kolom praktis beton bertulang (11x11) cmBahan0.002m3Papan Kayu 6928751385.750.01kgPaku 5 cm - 12 cm160001603kgBesi Beton Polos14000420000.045kgKawat Beton180008104kg Portland Cement132052800.006m3Pasir Beton46000027600.009m3Kerikil Beton105100945.9Tenaga Kerja0.18OHPekerja85000153000.02OHTukang Batu12000024000.02OHTukang Kayu12000024000.02OHTukang Besi12000024000OHKepala Tukang13000000OHMandor14000002250053341.6575,842241 m3 ring balok beton bertulang (11x11) cmBahan0.003m3Kayu Kelas III6928752078.6250.02kgPaku 5 cm - 12 cm160003203.6kgBesi Beton Polos14000504000.05kgKawat Beton180009005.5kg Portland Cement132072600.009m3Pasir Beton46000041400.015m3Kerikil Beton1051001576.5Tenaga Kerja0.297OHPekerja85000252450.033OHTukang Batu12000039600.033OHTukang Kayu12000039600.033OHTukang Besi12000039600OHKepala Tukang13000000OHMandor14000003712566675.125103,800251 m2 dinding bata merah tebal 1 bata campuran spesi 1 PC : 2 PPBahan140buahBata Merah80011200043.5kgPortland Cement1320574200.08m3Pasir Pasang1000008000Tenaga Kerja0.6OHPekerja85000510000.2OHTukang Batu120000240000OHKepala Tukang13000000OHMandor140000075000177420252,420261 m2 dinding bata merah tebal 1 bata campuran spesi 1 PC : 3 PPBahan140buahBata Merah80011200032.95kgPortland Cement1320434940.091m3Pasir Pasang1000009100Tenaga Kerja0.6OHPekerja85000510000.2OHTukang Batu120000240000OHKepala Tukang13000000OHMandor140000075000164594239,594271 m2 dinding bata merah tebal 1 bata campuran spesi 1 PC : 4 PPBahan140buahBata Merah80011200026.55kgPortland Cement1320350460.093m3Pasir Pasang1000009300Tenaga Kerja0.6OHPekerja85000510000.2OHTukang Batu120000240000OHKepala Tukang13000000OHMandor140000075000156346231,346281 m2 dinding bata merah tebal 1 bata campuran spesi 1 PC : 5 PPBahan140buahBata Merah80011200022.2kgPortland Cement1320293040.102m3Pasir Pasang10000010200Tenaga Kerja0.6OHPekerja85000510000.2OHTukang Batu120000240000OHKepala Tukang13000000OHMandor140000075000151504226,504291 m2 plasteran 1 PC : 3 PP, tebal 15 mmBahan7.776kgPortland Cement132010264.320.023m3Pasir Pasang10000023000.3OHPekerja85000255000.15OHTukang Batu 120000180000OHKepala Tukang13000000OHMandor14000004350012564.3256,064301 m2 plasteran 1 PC : 4 PP, tebal 15 mmBahan6.24kgPortland Cement13208236.80.024m3Pasir Pasang10000024000.3OHPekerja85000255000.15OHTukang Batu 120000180000OHKepala Tukang13000000OHMandor14000004350010636.854,137311 m2 plasteran 1 PC : 3 PP, tebal 20 mmBahan10.368kgPortland Cement132013685.760.031m3Pasir Pasang10000031000.26OHPekerja85000221000.2OHTukang Batu 120000240000OHKepala Tukang13000000OHMandor14000004610016785.7662,886321 m2 acianBahan3.25kgPortland Cement132042900.2OHPekerja85000170000.1OHTukang Batu120000120000OHKepala Tukang13000000OHMandor140000029000429033,290331 m3 Kusen pintu dan kusen jendela, kayu kelas IBahan1.1m3Balok Kayu6797507477251.25kgPaku 10 cm16000200001kgLem Kayu700070007OHPekerja8500059500021OHTukang Kayu12000025200000OHKepala Tukang 13000000OHMandor140000031150007747253,889,725341 m3 kuda-kuda kayu1.2m3Balok Kayu67975081570015kgBesi strip tebal 5 mm130001950005.6kgPaku 12 cm16000896006.7OHPekerja8500056950020.1OHTukang Kayu12000024120000OHKepala Tukang13000000OHMandor1400000298150011003004,081,800351 m3 konstruksi gordeng1.1m3Balok Kayu67975074772515kgBesi strip tebal 5 mm130001950003kgPaku 12 cm16000480002.4OHPekerja850002040007.2OHTukang Kayu1200008640000OHKepala Tukang13000000OHMandor140000010680009907252,058,725361 m2 lipslank ukuran 3 x 20 cm0.0108m3Papan Kayu 6928757483.050.1kgPaku 5 cm dan 12 cm1600016000.1OHPekerja8500085000.2OHTukang Kayu120000240000OHKepala Tukang13000000OHMandor1400000325009083.0541,58337Memasang 1 m3 langit-langit (50 x 100 cm), kayu kelas II atau IIIBahan0.0163m3Kaso-kaso ( 5 x 7 ) cm65362510654.08750.25kgPaku 7 cm - 10 cm1600040000.2OHPekerja85000170000.3OHTukang Kayu120000360000OHKepala Tukang13000000OHMandor14000005300014654.087567,65438Memasang 1 m3 talang datar/jurai seng 28 lebar 90 cm1.05m1Seng Plat18500194250.015kgPaku 1 cm - 2.5 cm160002400.019m3Papan Kayu 69287513164.6250.2OHPekerja85000170000.4OHTukang120000480000OHKepala Tukang13000000OHMandor14000006500032829.62597,830391 m2 Atap Genteng Metal1.02lembarGenteng Metal54000550809buahScrew1083.333333333397500.2OHPekerja85000170000.1OHTukang120000120000OHKepala Tukang13000000OHMandor1400000290006483093,830401 m2 nok Genteng Metal1.1lembar Rabung Genteng Metal30000330000.02kgPaku Seng250005000.2OHPekerja85000170000.1OHTukang120000120000.01OHKepala Tukang13000013000.001OHMandor140000140304403350063,940411 m2 Pemasangan lantai ubin warna teraso 30 x 30 cmBahan11.87buahubin warna4833.333333333357371.666666666710kgPortland Cement1320132000.045m3Pasir Pasang (Agregat halus ukuran < 5 mm10000045001.5kg Semen Warna24003600Tenaga Kerja0.26OHPekerja85000221000.13OHTukang Batu120000156000OHKepala Tukang13000000OHMandor14000003770078671.6666666667116,372421 m2 Pemasangan lantai ubin warna teraso 30 x 30 cmBahan26.5buahubin warna6166.6666666667163416.66666666710.4kgPortland Cement1320137280.045m3Pasir Pasang (Agregat halus ukuran < 5 mm10000045001.62kg Semen Warna24003888Tenaga Kerja0.27OHPekerja85000229500.135OHTukang Batu120000162000OHKepala Tukang13000000OHMandor140000039150185532.666666667224,683441 m pipa pvc tipe AW 1/2"1.2mPipa PVC 1/2'4250510035%Harga pipa untuk perlengkapan pipa42501487.50.036OHPekerja8500030600.06OHTukang12000072000OHKepala Tukang13000000OHMandor1400000Jumlah102606587.516,848451 m pipa pvc tipe AW 3/4"1.1mPipa PVC 3/4'61256737.525%Harga pipa untuk perlengkapan pipa61251531.250.036OHPekerja8500030600.06OHTukang12000072000OHKepala Tukang13000000OHMandor1400000Jumlah102608268.7518,529461 m pipa pvc tipe AW 1 1/2"1.2mPipa PVC 1 1/2'87501050035%Harga pipa untuk perlengkapan pipa87503062.50.036OHPekerja8500030600.06OHTukang12000072000OHKepala Tukang13000000OHMandor1400000Jumlah1026013562.523,823471 m pipa pvc tipe AW 2"1.2mPipa PVC 2'112501350035%Harga pipa untuk perlengkapan pipa112503937.50.054OHPekerja8500045900.09OHTukang120000108000OHKepala Tukang13000000OHMandor1400000Jumlah1539017437.532,828481 m pipa pvc tipe AW 4"1.2mPipa PVC 4'275003300035%Harga pipa untuk perlengkapan pipa2750096250.081OHPekerja8500068850.135OHTukang120000162000OHKepala Tukang13000000OHMandor1400000Jumlah230854262565,710491 buah bak cuci piring stainless steel1buahBak cuci Stainless steel1750001750000.03OHPekerja8500025500.3OHTukang120000360000OHKepala Tukang13000000OHMandor1400000Jumlah38550175000213,550501 buah kran 3/4' atau 1/2'1buahKran Air45000450000.025buahSeal tape3000750.01OHPekerja850008500.1OHTukang120000120000OHKepala Tukang13000000OHMandor1400000Jumlah128504507557,925511 buah floor drain1buahFloor drain15000150000.01OHPekerja850008500.1OHTukang120000120000OHKepala Tukang13000000OHMandor1400000Jumlah128501500027,850431 buah pengecatan bidang kayu0.2kgcat mini3000060000.15kgPlamir4500067500.17kgCat dasar3500059500.26kgCat Kayu45000117000.07OHPekerja8500059500.009OHTukang12000010800OHKepala Tukang13000000OHMandor1400000Jumlah70301765024,68044Pengecatan Tembok BaruBahan0.1kgPlamir3000030000.1KgCat dasar3500035000.26KgCat tembok228005928Tenaga Kerja0.02OHPekerja8500017000.063OHTukang12000075600OHKepala Tukang13000000OHMandor1400000Jumlah92601242821,688451 m2 pintu dan jendela kaca, kayu kelas I atau IIBahan0.024m3Papan Kayu 692875166290.3kgLem Kayu700021000.8OHPekerja85000680002.4OHTukang Kayu1200002880000OHKepala Tukang13000000OHMandor140000035600018729374,729

SNINO.URAIAN PEKERJAANHARGA SATUANJUMLAH HARGASUB. TOTALUPAHBAHANUPAHBAHAN( Rp )( Rp )( Rp )( Rp )1 1 M1 Pasang BouwplankTenaga Kerja0.05OHPekerja8500042500.06OHTukang Kayu12000072000.01OHKepala Tukang13000013000.005OHMandor140000700Bahan0.019M3Balok & Papan Biasa67975012915.250.05KgPaku Biasa190009500.015RolBenang Tukang200030 Jumlah1345013895.2527,34521 m3 menggali tanah biasa sedalam 1 meterTenaga Kerja0.75OHPekerja85000637500.025OHMandor14000035006725067,25031 m3 menggali tanah biasa sedalam 2 meterTenaga Kerja0.9OHPekerja 85000765000.045OHMandor14000063008280082,80041 m3 menggali tanah biasa sedalam 3 meterTenaga Kerja1.05OHPekerja 85000892500.067OHMandor14000093809863098,63051 m3 memadatkan tanah (per 20 cm)Tenaga Kerja0.5OHPekerja 85000425000.05OHMandor14000070004950049,50061 m3 mengurug kembali galianTenaga Kerja0.25OHPekerja 85000212500.0083OHMandor1400001166.666666666722416.666666666722,41771 m3 mengurug pasir urugTenaga Kerja0.5OHPekerja85000425000.05OHMandor14000070004950049,50081 m3 memasang batu kosong (anstamping)Bahan1.2m3Batu Belah 15 cm/20 cm2305002766000.432m3Pasir Urug10500045360Tenaga Kerja0.78OHPekerja85000663000.39OHTukang Batu120000468000.039OHKepala Tukang13000050700.039OHMandor1400005460123630321960445,59091 m3 memasang pondasi batu belah, campuran 1 PC : 3 PPBahan1.2m3Batu Belah 15 cm/20 cm230500276600202KgPortland Cement13202666400.485m3Pasir Pasang10500050925Tenaga Kerja1.5OHPekerja850001275000.75OHTukang Batu120000900000.075OHKepala Tukang13000097500.075OHMandor14000010500237750594165831,915101 m3 memasang pondasi batu belah, campuran 1 PC : 4 PPBahan1.2m3Batu Belah 15 cm/20 cm230500276600163KgPortland Cement13202151600.52m3Pasir Pasang10500054600Tenaga Kerja1.5OHPekerja850001275000.75OHTukang Batu120000900000.075OHKepala Tukang13000097500.075OHMandor140000227250546360773,610

111 m3 memasang pondasi batu belah, campuran 1 PC : 5 PPBahan1.2m3Batu Belah 15 cm/20 cm230500276600136KgPortland Cement13201795200.544m3Pasir Pasang10500057120Tenaga Kerja1.5OHPekerja850001275000.75OHTukang Batu120000900000.075OHKepala Tukang13000097500.075OHMandor14000010500237750513240750,990121 m3 beton mutu K 175 (Rabat dan Sloof)Bahan326kgPortland Cement13204303200.52kgPasir Beton3505001822600.81kgKerikil150100121581215literAir00Tenaga Kerja1.65OHPekerja850001402500.275OHTukang Batu120000330000.028OHKepala Tukang13000036400.083OHMandor14000011620188510734161922,671131 m3 beton mutu K225 (Struktur)Bahan371kgPortland Cement13204897200.52kgPasir Beton3505001822600.81kgKerikil150100121581215literAir00Tenaga Kerja1.65OHPekerja850001402500.275OHTukang Batu120000330000.028OHKepala Tukang13000036400.083OHMandor14000011620188510793561982,071141 kg pembesian dengan besi ulirBahan1.5kgBesi ulir13000195000.05kgKawat Beton18000900Tenaga Kerja0.07OHPekerja8500059500.07OHTukang Besi12000084000.007OHKepala Tukang1300009100.004OHMandor140000560158202040036,220151 kg pembesian dengan besi polosBahan1.5kgBesi polos14000210000.05kgKawat Beton18000900Tenaga Kerja0.07OHPekerja8500059500.07OHTukang Besi12000084000.007OHKepala Tukang1300009100.004OHMandor140000560158202190037,720161 m2 bekisting untuk sloofBahan0.045m3Papan Kayu 69287531179.3750.3kgPaku 5 cm - 10 cm1900057000.1literMinyak Bekisting180001800Tenaga Kerja0.52OHPekerja85000442000.26OHTukang Besi120000312000.026OHKepala Tukang13000033800.026OHMandor14000036408242038679.375121,099171 m2 bekisting untuk kolomBahan0.04m3Papan Kayu 692875277150.4kgPaku 5 cm - 10 cm1600064000.2literMinyak Bekisting1800036000.015m3Balok Kayu Kelas III67975010196.250.35LembarPlywood tebal 9 mm120000420002BatangDolken kayu galam, (8 - 10) cm, panjang 4 m1250025000Tenaga Kerja0.52OHPekerja85000442000.26OHTukang Besi120000312000.026OHKepala Tukang13000033800.026OHMandor140000364082420114911.25197,331181 m2 bekisting untuk balokBahan0.04m3Papan Kayu 692875277150.4kgPaku 5 cm - 10 cm1600064000.2literMinyak Bekisting1800036000.018m3Balok Kayu Kelas III67975012235.50.35LembarPlywood tebal 9 mm120000420002BatangDolken kayu galam, (8 - 10) cm, panjang 4 m1250025000Tenaga Kerja0.66OHPekerja85000561000.33OHTukang Besi120000396000.033OHKepala Tukang13000042900.033OHMandor1400004620104610116950.5221,561191 m2 bekisting untuk plat lantaiBahan0.04m3Papan Kayu 692875277150.4kgPaku 5 cm - 10 cm1600064000.2literMinyak Bekisting1800036000.015m3Balok Kayu Kelas III67975010196.250.35LembarPlywood tebal 9 mm120000420006BatangDolken kayu galam, (8 - 10) cm, panjang 4 m1250075000Tenaga Kerja0.66OHPekerja85000561000.33OHTukang Besi120000396000.033OHKepala Tukang13000042900.033OHMandor1400004620104610164911.25269,521201 m3 kolom beton bertulang (200 kg besi + bekisting)Bahan0.4m3Papan Kayu 6928752771504kgPaku 5 cm - 12 cm16000640002literMinyak Bekisting1800036000200kgBesi Beton Polos1400028000004.5kgKawat Beton1800081000336kgPortland Cement13204435200.54m3Pasir Beton4600002484000.81m3Kerikil1501001215810.15m3Kayu Kelas II balok679750101962.53.5Lembar Plywood 9 mm12000042000020BatangDolken kayu galam, (8 - 10) cm12500250000Tenaga Kerja7.05OHPekerja850005992500.275OHTukang Batu120000330001.65OHTukang Kayu1200001980002.1OHTukang Besi1200002520000.403OHKepala Tukang 130000523900.353OHMandor1400004942011840604843613.56,027,674211 m3 balok beton bertulang (150 kg besi + bekisting)Bahan0.32m3Kayu Kelas III6928752217203.2kgPaku 5 cm - 12 cm16000512001.6literMinyak Bekisting1800028800150kgBesi Beton Polos1400021000003kgKawat Beton1800054000336kgPortland Cement13204435200.54m3Pasir Beton4600002484000.81m3Kerikil1501001215810.14m3Kayu Kelas II balok679750951652.8Lembar Plywood 9 mm12000033600016BatangDolken kayu galam, (8 - 10) cm12500200000Tenaga Kerja6.35OHPekerja850005397500.275OHTukang Batu120000330001.65OHTukang Kayu1200001980001.4OHTukang Besi1200001680000.333OHKepala Tukang 130000432900.318OHMandor14000044520102656039003864,926,946221 m3 plat beton bertulang (150 kg besi + bekisting)Bahan0.32m3Papan Kayu 6928752217203.2kgPaku 5 cm - 12 cm16000512001.6literMinyak Bekisting1800028800150kgBesi Beton Poli=os1400021000002.25kgKawat Beton1800040500336kgPortland Cement13204435200.54m3Pasir Beton4600002484000.81m3Kerikil1501001215810.12m3Kayu Kelas II balok679750815702.8Lembar Plywood 9 mm12000033600032BatangDolken kayu galam, (8 - 10) cm12500400000Tenaga Kerja5.3OHPekerja850004505000.275OHTukang Batu120000330001.3OHTukang Kayu1200001560001.05OHTukang Besi1200001260000.265OHKepala Tukang 130000344500.265OHMandor1400003710083705040732914,910,341231 m3 kolom praktis beton bertulang (11x11) cmBahan0.002m3Papan Kayu 6928751385.750.01kgPaku 5 cm - 12 cm160001603kgBesi Beton Polos14000420000.045kgKawat Beton180008104kg Portland Cement132052800.006m3Pasir Beton46000027600.009m3Kerikil Beton105100945.9Tenaga Kerja0.18OHPekerja85000153000.02OHTukang Batu12000024000.02OHTukang Kayu12000024000.02OHTukang Besi12000024000.006OHKepala Tukang1300007800.009OHMandor14000012602454053341.6577,882241 m3 ring balok beton bertulang (11x11) cmBahan0.003m3Kayu Kelas III6928752078.6250.02kgPaku 5 cm - 12 cm160003203.6kgBesi Beton Polos14000504000.05kgKawat Beton180009005.5kg Portland Cement132072600.009m3Pasir Beton46000041400.015m3Kerikil Beton1051001576.5Tenaga Kerja0.297OHPekerja85000252450.033OHTukang Batu12000039600.033OHTukang Kayu12000039600.033OHTukang Besi12000039600.01OHKepala Tukang13000013000.015OHMandor14000021004052566675.125107,200251 m2 dinding bata merah tebal 1 bata campuran spesi 1 PC : 2 PPBahan140buahBata Merah80011200043.5kgPortland Cement1320574200.08m3Pasir Pasang1050008400Tenaga Kerja0.6OHPekerja85000510000.2OHTukang Batu120000240000.02OHKepala Tukang13000026000.03OHMandor140000420081800177820259,620261 m2 dinding bata merah tebal 1 bata campuran spesi 1 PC : 3 PPBahan140buahBata Merah80011200032.95kgPortland Cement1320434940.091m3Pasir Pasang1050009555Tenaga Kerja0.6OHPekerja85000510000.2OHTukang Batu120000240000.02OHKepala Tukang13000026000.03OHMandor140000420081800165049246,849271 m2 dinding bata merah tebal 1 bata campuran spesi 1 PC : 4 PPBahan140buahBata Merah80011200026.55kgPortland Cement1320350460.093m3Pasir Pasang1050009765Tenaga Kerja0.6OHPekerja85000510000.2OHTukang Batu120000240000.02OHKepala Tukang13000026000.03OHMandor140000420081800156811238,611281 m2 dinding bata merah tebal 1 bata campuran spesi 1 PC : 5 PPBahan140buahBata Merah80011200022.2kgPortland Cement1320293040.102m3Pasir Pasang10500010710Tenaga Kerja0.6OHPekerja85000510000.2OHTukang Batu120000240000.02OHKepala Tukang13000026000.03OHMandor140000420081800152014233,814291 m2 plasteran 1 PC : 3 PP, tebal 15 mmBahan7.776kgPortland Cement132010264.320.023m3Pasir Pasang10500024150.3OHPekerja85000255000.15OHTukang Batu 120000180000.015OHKepala Tukang13000019500.015OHMandor14000021004755012679.3260,229301 m2 plasteran 1 PC : 4 PP, tebal 15 mmBahan6.24kgPortland Cement13208236.80.024m3Pasir Pasang10500025200.3OHPekerja85000255000.15OHTukang Batu 120000180000.015OHKepala Tukang13000019500.015OHMandor14000021004755010756.858,307311 m2 plasteran 1 PC : 3 PP, tebal 20 mmBahan10.368kgPortland Cement132013685.760.031m3Pasir Pasang10500032550.26OHPekerja85000221000.2OHTukang Batu 120000240000.02OHKepala Tukang13000026000.013OHMandor14000018205052016940.7667,461321 m2 acianBahan3.25kgPortland Cement132042900.2OHPekerja85000170000.1OHTukang Batu120000120000.01OHKepala Tukang13000013000.01OHMandor140000140031700429035,990331 m3 Kusen pintu dan kusen jendela, kayu kelas IBahan1.1m3Balok Kayu6797507477251.25kgPaku 10 cm16000200001kgLem Kayu700070007OHPekerja8500059500021OHTukang Kayu12000025200002.1OHKepala Tukang 1300002730000.35OHMandor1400004900034370007747254,211,725341 m3 kuda-kuda kayu1.2m3Balok Kayu915125109815015kgBesi strip tebal 5 mm130001950005.6kgPaku 12 cm16000896006.7OHPekerja8500056950020.1OHTukang Kayu12000024120002.01OHKepala Tukang1300002613000.335OHMandor14000046900328970013827504,672,450351 m3 konstruksi gordeng1.1m3Balok Kayu9151251006637.515kgBesi strip tebal 5 mm130001950003kgPaku 12 cm16000480002.4OHPekerja850002040007.2OHTukang Kayu1200008640000.72OHKepala Tukang130000936000.12OHMandor1400001680011784001249637.52,428,038361 m2 lipslank ukuran 3 x 20 cm0.0108m3Papan Kayu 6928757483.050.1kgPaku 5 cm dan 12 cm1600016000.1OHPekerja8500085000.2OHTukang Kayu120000240000.02OHKepala Tukang13000026000.005OHMandor140000700358009083.0544,88337Memasang 1 m3 langit-langit (60 x 60 cm), kayu kelas II atau IIIBahan0.0163m3Kaso-kaso ( 5 x 7 ) cm65362510654.08750.25kgPaku 7 cm - 10 cm1600040000.2OHPekerja85000170000.3OHTukang Kayu120000360000.03OHKepala Tukang13000039000.01OHMandor14000014005830014654.087572,95438Memasang 1 m3 talang datar/jurai seng 28 lebar 90 cm1.05m1Seng Plat18500194250.015kgPaku 1 cm - 2.5 cm160002400.019m3Papan Kayu 69287513164.6250.2OHPekerja85000170000.4OHTukang120000480000.025OHKepala Tukang13000032500.01OHMandor14000014006965032829.625102,480391 m2 Atap Genteng Metal1.02lembarGenteng Metal37000377409buahScrew1083.333333333397500.2OHPekerja85000170000.1OHTukang120000120000.01OHKepala Tukang13000013000.001OHMandor140000140304404749077,930401 m2 nok Genteng Metal1.1lembar Rabung Genteng Metal30000330000.02kgPaku Seng250005000.2OHPekerja85000170000.1OHTukang120000120000.01OHKepala Tukang13000013000.001OHMandor140000140304403350063,940411 m2 Pemasangan lantai ubin warna teraso 30 x 30 cmBahan11.87buahubin warna4833.333333333357371.666666666710kgPortland Cement1320132000.045m3Pasir Pasang (Agregat halus ukuran < 5 mm10000045001.5kg Semen Warna24003600Tenaga Kerja0.26OHPekerja85000221000.13OHTukang Batu120000156000.013OHKepala Tukang13000016900.013OHMandor14000018204121078671.6666666667119,882421 m2 Pemasangan lantai ubin warna teraso 30 x 30 cmBahan26.5buahubin warna6166.6666666667163416.66666666710.4kgPortland Cement1320137280.045m3Pasir Pasang (Agregat halus ukuran < 5 mm10000045001.62kg Semen Warna24003888Tenaga Kerja0.27OHPekerja85000229500.135OHTukang Batu120000162000.014OHKepala Tukang13000018200.014OHMandor140000196042930185532.666666667228,463441 m pipa pvc tipe AW 1/2"1.2mPipa PVC 1/2'4250510035%Harga pipa untuk perlengkapan pipa42501487.50.036OHPekerja8500030600.06OHTukang12000072000.006OHKepala Tukang1300007800.0018OHMandor140000252Jumlah112926587.517,880451 m pipa pvc tipe AW 3/4"1.1mPipa PVC 3/4'61256737.525%Harga pipa untuk perlengkapan pipa61251531.250.036OHPekerja8500030600.06OHTukang12000072000.006OHKepala Tukang1300007800.0018OHMandor140000252Jumlah112928268.7519,561461 m pipa pvc tipe AW 1 1/2"1.2mPipa PVC 1 1/2'87501050035%Harga pipa untuk perlengkapan pipa87503062.50.036OHPekerja8500030600.06OHTukang12000072000.006OHKepala Tukang1300007800.0018OHMandor140000252Jumlah1129213562.524,855471 m pipa pvc tipe AW 2"1.2mPipa PVC 2'112501350035%Harga pipa untuk perlengkapan pipa112503937.50.054OHPekerja8500045900.09OHTukang120000108000.09OHKepala Tukang130000117000.027OHMandor1400003780Jumlah3087017437.548,308481 m pipa pvc tipe AW 4"1.2mPipa PVC 4'275003300035%Harga pipa untuk perlengkapan pipa2750096250.081OHPekerja8500068850.135OHTukang120000162000.0135OHKepala Tukang13000017550.0041OHMandor140000574Jumlah254144262568,039491 buah bak cuci piring stainless steel1buahBak cuci Stainless steel1750001750000.03OHPekerja8500025500.3OHTukang120000360000.03OHKepala Tukang13000039000.015OHMandor1400002100Jumlah44550175000219,550501 buah kran 3/4' atau 1/2'1buahKran Air45000450000.025buahSeal tape3000750.01OHPekerja850008500.1OHTukang120000120000.01OHKepala Tukang13000013000.005OHMandor140000700Jumlah148504507559,925511 buah floor drain1buahFloor drain15000150000.01OHPekerja850008500.1OHTukang120000120000.01OHKepala Tukang13000013000.005OHMandor140000700Jumlah148501500029,850431 buah pengecatan bidang kayu0.2kgcat mini3000060000.15kgPlamir4500067500.17kgCat dasar3500059500.26kgCat Kayu45000117000.07OHPekerja8500059500.009OHTukang12000010800.006OHKepala Tukang1300007800.0025OHMandor140000350Jumlah81601765025,81044Pengecatan Tembok BaruBahan0.1kgPlamir3000030000.1KgCat dasar3500035000.26KgCat tembok228005928Tenaga Kerja0.02OHPekerja8500017000.063OHTukang12000075600.0063OHKepala Tukang1300008190.0025OHMandor140000350Jumlah104291242822,857451 m2 pintu dan jendela kaca, kayu kelas I atau IIBahan0.024m3Papan Kayu 692875166290.3kgLem Kayu700021000.8OHPekerja85000680002.4OHTukang Kayu1200002880000.24OHKepala Tukang130000312000.04OHMandor140000560039280018729411,52946Pasang Plafond Triplek 60 x 120 cm tebal 9 mm/,20.03kgPaku Triplek265007950.375lembarPlywood 9 mm60000225000.1OHPekerja 8500085000.1OHTukang Kayu120000120000.01OHKepala Tukang13000013000.005OHMandor140000700225002329545,795.0047Pasang Reng/usuk meranti0.0039m3Kayu Kamper Reng (2/3)31500122.850.0108m3Kayu Usuk (5/7)6797507341.30.2kgPaku1600032000.1Pekerja8500085000.1Tukang Kayu 120000120000.01Kepala Tukang13000013000.1Mandor140000140003580010664.1546,464.15Memasang 1 buah Kloset Jongkok1buahKloset1200001200001.5OHTukang12000018000001.5OHKepala Tukang13000019500000.16OHMandor140000224000Jumlah397400120000517400Membuat dan Memasang 1 m2 daun pintu panel, kayu kelas I atau IIBahan0.04m3Papan Kayu 692875277154730150.3kgLem Kayu70002100Tenaga Kerja0.8OHPekerja850006800002.4OHTukang Kayu12000028800000.24OHKepala Tukang1300003120000.4OHMandor140000560000Jumlah44320029815Membuat dan Memasang 1 m2 daun pintu panel, kayu kelas I atau IIBahan0.036m3Papan Kayu 69287524943.5475143.51kgLem Kayu70007000Tenaga Kerja0.8OHPekerja850006800002.4OHTukang Kayu12000028800000.24OHKepala Tukang1300003120000.4OHMandor140000560000Jumlah44320031943.5Membuat dan Memasang Jalusi Kusen, 0.06m3Papan Kayu69287541572.5413822.50.15kgPaku1600024000.67OHPekerja850005695002OHTukang Kayu12000024000000.2OHKepala Tukang1300002600000.335OHMandor140000469000Jumlah36985043972.5

BUKUNO.URAIAN PEKERJAANHARGA SATUANJUMLAH HARGASUB. TOTALUPAHBAHANUPAHBAHAN( Rp )( Rp )( Rp )( Rp )1 1 M1 Pasang BouwplankTenaga Kerja0.1OHPekerja8500085000.1OHTukang Kayu12000012000Bahan0.02M3Kayu Kaso 5/7679751359.50.02KgPaku Biasa160003200.004m3Papan-papan kayu terentang6928752771.5 Jumlah2050044512495121 m3 menggali tanah biasa sedalam 1 meterTenaga Kerja0.4OHPekerja85000340000.02OHMandor1400002800368003680031 m3 menggali tanah biasa sedalam 2 meterTenaga Kerja0.53OHPekerja 85000450500.2OHMandor14000028000730507305041 m3 menggali tanah biasa sedalam 3 meterTenaga Kerja0.74OHPekerja 85000629000.02OHMandor1400002800657006570051 m3 memadatkan tanah (per 20 cm)Tenaga Kerja0.5OHPekerja 85000425000.02OHMandor1400002800453004530061 m3 mengurug kembali galianTenaga Kerja0.1333333333OHPekerja 8500011333.33333333330.0067OHMandor140000933.333333333312266.66666666671226771 m3 mengurug pasir urugbahan1.2m3Pasir Urug105000126000Tenaga Kerja0.3OHPekerja85000255000.02OHMandor14000028002830012600015430081 m3 memasang batu kosong (anstamping)Bahan1.2m3Batu Belah 15 cm/20 cm2305002766000.3m3Pasir Urug10500031500Tenaga Kerja0.78OHPekerja85000663000.39OHTukang Batu1200004680011310030810042120091 m3 memasang pondasi batu belah, campuran 1 PC : 3 PPBahan1.1m3Batu Belah 15 cm/20 cm230500253550202KgPortland Cement13202666400.49m3Pasir Pasang10500051450Tenaga Kerja1.5OHPekerja850001275000.6OHTukang Batu12000072000199500571640771140101 m3 memasang pondasi batu belah, campuran 1 PC : 4 PPBahan1.1m3Batu Belah 15 cm/20 cm230500253550163KgPortland Cement13202151600.52m3Pasir Pasang10500054600Tenaga Kerja1.5OHPekerja850001275000.6OHTukang Batu12000072000199500523310722810111 m3 memasang pondasi batu belah, campuran 1 PC : 5 PPBahan1.2m3Batu Belah 15 cm/20 cm230500276600136KgPortland Cement13201795200.544m3Pasir Pasang10500057120Tenaga Kerja1.5OHPekerja850001275000.6OHTukang Batu12000072000199500513240712740121 m3 beton mutu K 175 (Rabat dan Sloof)Bahan326kgPortland Cement0.52kgPasir Beton13200.81kgKerikilTenaga Kerja1.65OHPekerja0.275OHTukang Batu0.028OHKepala Tukang0.083OHMandor

131 m3 beton mutu K225 (Struktur)Bahan371kgPortland Cement0.65kgPasir Beton0.65kgKerikilTenaga Kerja1.65OHPekerja0.275OHTukang Batu0.028OHKepala Tukang0.083OHMandor

141 kg pembesian dengan besi ulirBahan1.5kgBesi ulir14000210000.05kgKawat Beton18000900Tenaga Kerja0.07OHPekerja8500059500.07OHTukang Besi1200008400143502190036250151 kg pembesian dengan besi polosBahan1.05kgBesi polos13000136500.02kgKawat Beton18000360Tenaga Kerja0.01OHPekerja850008500.01OHTukang Besi120000120020501401016060161 m2 bekisting untuk sloofBahan0.05m3Papan Kayu terentang679753398.750.3kgPaku 5 cm - 10 cm1600048000.1literMinyak Bekisting180001800Tenaga Kerja0.3OHPekerja85000255000.26OHTukang Besi12000031200567009998.7566699171 m2 bekisting untuk kolomBahan0.04m3Papan Kayu terentang6797527190.4kgPaku 5 cm - 10 cm1600064000.2literMinyak Bekisting1800036000.04m3Balok Kayu Kelas III6797527190.35LembarPlywood tebal 9 mm12000042000Tenaga Kerja0.3OHPekerja85000255000.33OHTukang Besi120000396006510057438122538181 m2 bekisting untuk balokBahan0.04m3Papan Kayu terentang00.4kgPaku 5 cm - 10 cm1600064000.2literMinyak Bekisting1800036000.04m3Balok Kayu Kelas III000.35LembarPlywood tebal 9 mm12000042000Tenaga Kerja0.32OHPekerja85000272000.33OHTukang Besi120000396006680052000118800191 m2 bekisting untuk plat lantaiBahan0.04m3Papan Kayu terentang00.4kgPaku 5 cm - 10 cm1600064000.2literMinyak Bekisting1800036000.04m3Balok Kayu Kelas III000.35LembarPlywood tebal 9 mm12000042000Tenaga Kerja0.32OHPekerja85000272000.33OHTukang Besi120000396006680052000118800201 m3 kolom beton bertulang (300 kg besi + bekisting)Bahan0.4m3Kayu Kelas III67975271904kgPaku 5 cm - 12 cm16000640002literMinyak Bekisting1800036000300kgBesi Beton Polos1400042000004.5kgKawat Beton1800081000336kgPortland Cement13204435200.52m3Pasir Beton4600002392000.78m3Kerikil1501001170780.3m3Kayu Kelas II balok6797520392.53.5Lembar Plywood 9 mm120000420000Tenaga Kerja7.3OHPekerja850006205000.35OHTukang Batu120000420003.3OHTukang Kayu1200003960002.1OHTukang Besi12000025200013105005648380.56958880.5211 m3 balok beton bertulang (200 kg besi + bekisting)Bahan0.14m3Kayu Kelas III679759516.52.8kgPaku 5 cm - 12 cm160004480016literMinyak Bekisting180002880005.96kgBesi Beton Polos14000834400.35kgKawat Beton180006300140kgPortland Cement13201848001.4m3Pasir Beton4600006440000.14m3Kerikil150100210140.14m3Kayu Kelas II balok679759516.52.8Lembar Plywood 9 mm12000033600016BatangDolken kayu galam, (8 - 10) cm850001360000Tenaga Kerja5.96OHPekerja1200007152000.35OHTukang Batu120000420002.8OHTukang Kayu1200003360001.4OHTukang Besi245320016273874080587

221 m3 plat beton bertulang (150 kg besi + bekisting)Bahan0.32m3Kayu Kelas III67975217523.2kgPaku 5 cm - 12 cm16000512001.6literMinyak Bekisting1800028800157.5kgBesi Beton Polos1400022050002.25kgKawat Beton1800040500336kgPortland Cement13204435200.54m3Pasir Beton4600002484000.81m3Kerikil1501001215810.12m3Kayu Kelas II balok6797581572.8Lembar Plywood 9 mm12000033600032BatangDolken kayu galam, (8 - 10) cm12500400000Tenaga Kerja5.3OHPekerja8500027200000.275OHTukang Batu1200006360001.3OHTukang Kayu120000330001.05OHTukang Besi120000156000354500039049107449910

231 m3 kolom praktis beton bertulang (11x11) cmBahan0.002m3Kayu Kelas III67975135.950.01kgPaku 5 cm - 12 cm160001603kgBesi Beton Polos14000420000.045kgKawat Beton18000720004kg Portland Cement13207.920.006m3Pasir Beton46000041400.009m3Kerikil Beton15010027018Tenaga Kerja0.18OHPekerja85000153000.02OHTukang Batu12000024000.02OHTukang Kayu12000024000.02OHTukang Besi120000240022500145461.87167962

241 m3 ring balok beton bertulang (11x11) cmBahan0.27m3Kayu Kelas III6797518353.252kgPaku 5 cm - 12 cm1600032000175kgBesi Beton Polos1400024500003kgKawat Beton1800054000400kg Portland Cement13205280000.52m3Pasir Beton4600002392000.78m3Kerikil Beton1501001170780.6literMinyak bekisting1800010800Tenaga Kerja0.4OHTukang Batu120000480001.75OHTukang Kayu1200002100001.45OHTukang Besi1200001740004.85OHPembantu Tukang850004122508442503449431.254293681.25

251 m2 dinding bata merah tebal 1 bata campuran spesi 1 PC : 2 PPBahan140buahBata Merah80011200043.5kgPortland Cement1320574200.08m3Pasir Pasang1050008400Tenaga Kerja0.6OHPekerja85000510000.2OHTukang Batu1200002400075000177820252820




291 m2 plasteran 1 PC : 3 PP, tebal 15 mmBahan6.5kgPortland Cement132085800.02m3Pasir Pasang10500021000.2OHPekerja85000170000.15OHTukang Batu 12000018000350001068045680

301 m2 plasteran 1 PC : 4 PP, tebal 15 mmBahan5kgPortland Cement132066000.024m3Pasir Pasang10500025200.2OHPekerja85000170000.15OHTukang Batu 1200001800035000912044120

311 m2 plasteran 1 PC : 3 PP, tebal 20 mmBahan10.368kgPortland Cement132013685.760.031m3Pasir Pasang10500032550.26OHPekerja85000221000.2OHTukang Batu 120000240004610016940.7663040.76

321 m2 acianBahan4kgPortland Cement132052800.14OHPekerja85000119000.11OHTukang Batu1200001320025100528030380331 m membuat sloof beton bertulang (200 kg + bekesting) k 225Bahan0.27m3Papan Kayu692875187076.252kgPaku 5 cm - 12 cm16000320000.6literMinyak Bekisting1800010800200kgBeton Polos1400028000003kgKawat beton1800054000400kgSemen PC13205280000.52m3Pasir Beton4000002080000.78m3Kerikil150100117078Tenaga Kerja4.5OHPekerja850003825000.35OHTukang batu120000420001.56OHTukang kayu1200001872001.4OHTukang besi1200001680007797003936954.254716654.25

Harga Satuan

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