RekapREKAPITULASIRENCANA ANGGARAN BIAYA ( RAB )KEGIATAN: -PEKERJAAN: -LOKASI: -No.ITEM PEKERJAANJUMLAH HARGA( Rp. )IPEKERJAAN PERSIAPANRp.2,000,000.00IIIPEKERJAAN PERGOLA DAN PAGAR & PEMUGARAN PAVING BLOCK1Pekerjaan Pergola-Pekerjaan TanahRp.12,925,178.44-Pekerjaan Arsitektur & strukturRp.11,390,181.92-Pekerjaan AtapRp.14,851,840.002Pekerjaan Pagar-Pekerjaan TanahRp.8,677,298.53-Pekerjaan Arsitektur & strukturRp.5,509,204.203Pemugaran Paving BlockRp.43,220,240.00JUMLAHRp.98,573,943.09Ppn 10 %Rp.9,857,394.31TOTALRp.108,431,337.40DIBULATKANRp.108,440,000.00TERBILANG :Seratus Sebelas juta Tujuh Ratus Ribu Rupiah2,375,821,320.002,267,381,320.00

RABRENCANA ANGGARAN BIAYA ( RAB )KEGIATAN: -PEKERJAAN: -LOKASI: -NoUraian pekerjaanVolumeHarga (Rp)SatuanHarga SatuanBobotPanjangLebarTinggi/tebalLuas bidangJumlah(Rp)123456 = 3 x 5IPEKERJAAN PERSIAPANPembersihan Lokasi dan Mobilisasi1.00lsRp 2,000,000.00Rp 2,000,000.00Rp 2,000,000.00IIPEKERJAAN KANTIN1PEKERJAAN TANAH-Pas. Bouwplank48.15m1Rp 32,904.00Rp 1,584,327.6048.150-Galian tanah pondasi batu kali71.90m3Rp 95,859.00Rp 6,892,216.0958.3601.232-Urugan Pasir bawah pondasi t = 5 cm2.33m3Rp 259,401.00Rp 605,545.6958.3600.8000.050-Urugan Pasir bawah lantai t = 5 cm7.84m3Rp 259,401.00Rp 2,033,444.440.050156.780-Urugan tanah kembali23.97m3Rp 29,629.00Rp 710,103.630.200156.780-Urugan Tanah Peninggian Lantai T = 20 cm31.36m3Rp 284,097.00Rp 8,908,145.53Rp 20,733,782.982PEKERJAAN PONDASI + SLOOF-Lantai kerja bawah pondasi ad. 1:3:5, t = 5 cm2.33m3Rp 972,425.00Rp 2,270,028.9258.3600.8000.050-Pondasi batu kali tanpa adukan / aanstampeng9.34m3Rp 370,282.00Rp 3,457,545.2058.3600.8000.200-Pondasi batu kali ad. 1:518.38m3Rp 846,238.00Rp 15,556,731.6558.3600.315-Sloof beton (SL1) 20/25 - K. 225 Besi 180 kg/m32.92m3Rp 6,196,000.00Rp 18,079,928.0058.3600.2500.200Rp 39,364,233.773PEKERJAAN STRUKTUR-Kolom Beton Struktura.Kolom beton (K1) 20/20 - K. 2251.02m3Rp 5,400,294.00Rp 5,529,901.060.20.23.28b.Kolom beton (K2)15/15 - K. 2250.18m3Rp 5,067,710.00Rp 934,080.310.120.123.24-Balok Beton Struktura.Balok beton (B1) 15/20 - K. 1752.34m3Rp 4,491,650.00Rp 10,510,461.00780.03-Plat lantai beton, t = 12 cm, K. 225 Besi 114 kg/m35.40m3Rp 7,547,879.00Rp 40,758,546.600.1245Rp 57,732,988.964PEKERJAAN ARSITEKTUR-Pekerjaan Pasangan Dinding + Rabat betona.Pas. Dinding bata merah 1/2 bata ad. 1:530.46m2Rp 120,481.00Rp 3,670,333.18b.Plesteran + acian dinding ad. 1:560.93m2Rp 61,971.00Rp 3,775,769.09c.Acian finishing kolom dan balok15.77m2Rp 32,651.00Rp 515,036.87d.Rabat beton keliling bangunan tebal = 7 cm ad. 1:3:570.76m2Rp 61,603.00Rp 4,359,028.28e.Pas. Rooster20.28m2Rp 352,388.00Rp 7,146,428.64f.Fasad Kayu0.42m3Rp 8,294,000.00Rp 3,450,304.002.60.0116Rp 22,916,900.07-Pekerjaan Material Dinding & lantaia.Finishing keramik 30x3086.2m2Rp 125,926.00Rp 10,854,821.20b.Finishing keramik toilet 20x208.14m2Rp 131,481.00Rp 1,070,255.34c.Finishing keramik Dinding Toilet 20x2013.4m2Rp 145,928.00Rp 1,955,435.20Rp 13,880,511.74-Pekerjaan Kusen Pintu, Jendela dan Kacaa.Kusen P1 (dapur)-Kusen kayu kmper Banjar0.04m3Rp 10,591,295.00Rp 405,117.03-Daun Pintu Double Teak wood1.45m2Rp 681,282.00Rp 987,858.90b.Kusen P2 (toilet) 2 unit-Kusen kayu kmper Banjar0.04m3Rp 10,591,295.00Rp 397,173.56-Daun Pintu Double Teak wood lapis formika2.58m2Rp 689,532.00Rp 1,778,992.56Rp 3,569,142.06-Pekerjaan Finishinga.Pengecatan dinding setara Jotun ( 3 X )60.93m2Rp 48,156.00Rp 2,934,048.77b.Pengecatan Kolom, Balok dan dak beton setara Jotun ( 3 X )15.77m2Rp 48,110.00Rp 758,887.14c.Pas. Batu Sikat (kolom)15.12m2Rp 237,432.00Rp 3,589,971.84Rp 7,282,907.75-Pekerjaan Plafonda.Pas. Plafond GRC + rangka Hollow29.11m2Rp 136,117.00Rp 3,962,365.87Rp 3,962,365.87-Pekerjaan Atapa.Rangka Besi pipa D4"945.40kgRp 20,000.00Rp 18,908,000.005816.3kg/mb.Gording Besi pipa D2"565.76kgRp 20,000.00Rp 11,315,200.001045.44kg/mRp 30,223,200.005PEKERJAAN MEKANIKAL DAN ELEKTRIKAL-Pekerjaan Sanitasi dan pemipaana.Closet Duduk (2 unit)2unitRp 4,589,227.00Rp 9,178,454.00b.Kran Tembok (2 unit)2unitRp 63,635.00Rp 127,270.00c.Floor Drain (2 unit)2unitRp 54,346.00Rp 108,692.00d.Pompa air1unitRp 5,857,760.00Rp 5,857,760.00e.Septictank1unitRp 5,224,393.00Rp 5,224,393.00-Pekerjaan instalasi penerangan dan armaturea.Instalasi titik lampu9.00ttkRp 213,480.00Rp 1,921,320.00b.Pas. Saklar3.00bhRp 60,346.00Rp 181,038.00c.Lampu TKI-031 TL. 2x18 watt 0utbow6.00bhRp 299,338.00Rp 1,796,028.00d.Lampu SL. 18 watt setara philips3.00bhRp 144,255.00Rp 432,765.00e.Box Sekring 3 MCB 10 Ampere1.00unitRp 342,001.00Rp 342,001.00Rp 25,169,721.00IIPEKERJAAN PERGOLA DAN PAGAR & PEMUGARAN PAVING BLOCK-Pekerjaan Pergolaa.Pekerjaan Tanah-Pas. Bowplank60m1Rp 32,904.00Rp 1,974,240.0060-Galian tanah pondasi batu kali73.92m3Rp 95,859.00Rp 7,085,897.28601.232-Urugan Pasir bawah pondasi t = 5 cm2.4m3Rp 259,401.00Rp 622,562.40600.80.05-Urugan Pasir bawah lantai t = 5 cm1.8m3Rp 259,401.00Rp 466,921.800.0536-Urugan tanah kembali24.64m3Rp 29,629.00Rp 730,058.56-Urugan Tanah Peninggian Lantai T = 20 cm7.2m3Rp 284,097.00Rp 2,045,498.400.236Rp 12,925,178.44b.Pekerjaan Arsitektur & struktur-Kolom Pedestal t: 1,2 m 12x12cm0.55296m3Rp 5,067,710.00Rp 2,802,240.920.120.121.232-Tiang besi pipa D2"208.896kgRp 20,000.00Rp 4,177,920.001.2325.44kg/m-Material Lantai rabat beton 7 cm2.52m3Rp 61,603.00Rp 155,239.560.0736-Finishing pedestal batu sikat17.92m2Rp 237,432.00Rp 4,254,781.440.5632Rp 11,390,181.92b.Pekerjaan Atap-Rangka atap pipa besi D2" (kuda kuda)200.192kgRp 20,000.00Rp 4,003,840.002.3165.44kg/m-Rangka atap pipa besi D2"326.4kgRp 20,000.00Rp 6,528,000.00605.44kg/m-Penutup atap polycarbonate36m2Rp 120,000.00Rp 4,320,000.00Rp 14,851,840.00-Pekerjaan Pagara.Pekerjaan Tanah-Pas. Bowplank50m1Rp 32,904.00Rp 1,645,200.0050-Galian tanah pondasi batu kali61.6m3Rp 95,859.00Rp 5,904,914.40501.232-Urugan Pasir bawah pondasi t = 5 cm2m3Rp 259,401.00Rp 518,802.00500.80.05-Urugan tanah kembali20.533m3Rp 29,629.00Rp 608,382.13Rp 8,677,298.53b.Pekerjaan Arsitektur & struktur-Pas. 1 bata10.2m2Rp 181,087.00Rp 1,847,087.40-Finishing pedestal batu sikat40.8m2Rp 60,346.00Rp 2,462,116.80-Pek. Besi pagar60m2Rp 20,000.00Rp 1,200,000.00Rp 5,509,204.20-Pemugaran Paving Blocka.Pekerjaan bongkaran paving block395.5m2Rp 11,000.00Rp 4,350,500.00b.Pas. paving block395.5m2Rp 98,280.00Rp 38,869,740.00Rp 43,220,240.00JUMLAHRp 98,573,943.09PPN 10%Rp 9,857,394.31TOTALRp 108,431,337.40DIBULATKANRp 108,440,000.00TERBILANG :Seratus Sebelas juta Tujuh Ratus Ribu Rupiah

01 PERSIAPANANALISA TEKNISHARGA SATUAN PEKERJAANBIDANG BANGUNAN GEDUNG KOTA TANGERANGPERIODE : NOPEMBER 2009 - APRIL 2010HARGA SATUANNO.URAIANKOEF.SAT.JUMLAHPEKERJAAN PERSIAPAN1 m2-Pembersihan LokasiPekerja0.0500hr92,950.004,647.50Mandor0.0100hr114,400.001,144.00JUMLAH5,791.50BahanUpahAlatDIBULATKAN5,791.00- 05,791.50- 01 bh-Papan nama proyekMultipleks 120 x 240, 9 mm0.5000lbr194,480.0097,240.00Cat kayu/besi1.1000kg48,620.0053,482.00Kaso kayu meranti0.0280m34,933,500.00138,138.00Penulisan1.0000ls70,000.0070,000.00Ongkos pasang1.0000ls40,000.0040,000.00JUMLAH398,860.00DIBULATKAN398,860.001 m2-Direksikeet (lantai plesteran)Pair pasang0.2500m3271,700.0067,925.00Pasir beton0.0517m3271,700.0014,046.89Batu bata merah25.0000bh429.0010,725.00Semen PC 50 kg0.2500zak77,506.0019,376.50Kayu kaso meranti0.0300m34,933,500.00148,005.00Triplek 122 x 244 x 4 mm1.0000lbr80,795.0080,795.00Engsel pintu uk 3 "0.1667bh47,190.007,866.57Asbes semen gelombang 250x92 x 0. 5 cm0.5000lbr75,504.0037,752.00Kaca polos 5 mm0.2917m2107,250.0031,284.83Rangka teralis nako0.2917bh12,000.003,500.40Paku segala ukuran ( rata-rata)0.5000kg25,740.0012,870.00Kunci gembok kecil0.0834bh13,500.001,125.90Pekerja0.4000hr92,950.0037,180.00Tukang batu0.0834hr92,950.007,752.03Tukang kayu0.3340hr92,950.0031,045.30Mandor0.0200hr114,400.002,288.00JUMLAH513,538.42DIBULATKAN513,538.001 m1-Pengukuran & pemasangan bouwplankKayu Kaso terentang 5/7-400 cm0.0040m32,252,250.009,009.00Kayu Papan terentang 2/20- 400 cm0.0060m32,252,250.0013,513.50Paku segala ukuran0.0200kg25,740.00514.80Pekerja0.0500hr92,950.004,647.50Tukang Kayu0.0500hr92,950.004,647.50Mandor0.0050hr114,400.00572.00JUMLAH32,904.30BahanUpahAlatDIBULATKAN32,904.0023,037.309,867.00- 01 m1-Pagar Pengaman ProyekPasir Beton0.0012m271,700.00326.04Batu kali0.0048m214,500.001,029.60Semen PC ( 50 kg )0.0170zak77,506.001,317.60Kaso Meranti Jambi Basah uk. 5 x 10 x 400 cm0.0360m4,933,500.00177,606.00Seng Gelombang BJLS 28 (80x180) cm1.4300lbr76,505.00109,402.15Paku Kayu Segala uk.0.0200kg25,740.00514.80Pekerja0.3000hr92,950.0027,885.00Tukang Batu0.3750hr92,950.0034,856.25Tukang Kayu0.1500hr92,950.0013,942.50Mandor0.0150hr114,400.001,716.00JUMLAH368,595.94BahanUpahAlatDIBULATKAN368,595.00- 078,399.75- 01 m1-Pagar BRC tinggi 90 cmBRC t = 0.9 m 60.4340lbr314,600.00136,536.40Pekerja0.0420hr92,950.003,903.90Tukang Kayu0.0420hr92,950.003,903.90Kepala Tukang Kayu0.0040hr100,100.00400.40Mandor0.0020hr114,400.00228.80JUMLAH144,973.40BahanUpahAlatDIBULATKAN144,973.00136,536.408,437.00- 0

02 TANAHHARGA SATUANNO.URAIANKOEF.SAT.JUMLAHPEKERJAAN TANAH1 m3-Perataan TanahPekerja0.0400hr92,950.003,718.00Mandor0.0040hr114,400.00457.60Alat bantu0.6000set1,000.00600.00JUMLAH4,775.60BahanUpahAlatDIBULATKAN4,775.00- 04,175.60600.001 m3-Galian Tanah Biasa Kedalaman 1 mPekerja0.7500hr92,950.0069,712.50Mandor0.0250hr114,400.002,860.00Alat bantu0.6000set1,000.00600.00JUMLAH73,172.50BahanUpahAlatDIBULATKAN73,172.00- 072,572.50600.001 m3-Galian Tanah Biasa Kedalaman 1 m - 2 mPekerja0.9000m392,950.0083,655.00Mandor0.0325hr114,400.003,718.00Alat bantu0.6000set1,000.00600.00JUMLAH87,973.00BahanUpahAlatDIBULATKAN87,973.00- 087,373.00600.001 m3-Galian Tanah Biasa Kedalaman 2 m - 3 mPekerja0.9350hr92,950.0086,908.25Mandor0.0730hr114,400.008,351.20Alat bantu0.6000set1,000.00600.00JUMLAH95,859.45BahanUpahAlatDIBULATKAN95,859.00- 095,259.45600.001 m3-Galian Tanah Biasa Kedalaman 3 m - 4 mPekerja0.9400hr92,950.0087,373.00Mandor0.0940hr114,400.0010,753.60Alat bantu0.6000set1,000.00600.00JUMLAH98,726.60BahanUpahAlatDIBULATKAN98,726.00- 098,126.60600.001 m3-Galian tanah kedalaman 1 - 5 m dengan alat besarPekerja0.2000hr92,950.0018,590.00Mandor0.0020hr114,400.00228.80Excavator kap. 80 - 120 HP0.1000jam393,250.0039,325.00Alat bantu0.3000hr1,000.00300.00JUMLAH58,443.80BahanUpahAlatDIBULATKAN58,443.00- 018,818.8039,625.001 m3-Galian Tanah KerasPekerja0.9650hr92,950.0089,696.75Mandor0.0350hr114,400.004,004.00Alat bantu0.6000set1,000.00600.00JUMLAH94,300.75BahanUpahAlatDIBULATKAN94,300.00- 093,700.75600.001 m3-Galian Tanah BerbatuPekerja1.9600hr92,950.00182,182.00Mandor0.0323hr114,400.003,695.12Alat bantu0.6000set1,000.00600.00JUMLAH186,477.12BahanUpahAlatDIBULATKAN186,477.00- 0185,877.12600.001 m3-Galian Tanah LumpurPekerja0.9750hr92,950.0090,626.25Mandor0.0325hr114,400.003,718.00Alat bantu0.6000set1,000.00600.00JUMLAH94,944.25BahanUpahAlatDIBULATKAN94,944.00- 094,344.25600.001 m3-Galian Tanah Sumuran Kedalaman Max. 10 mPekerja1.2000hr92,950.00111,540.00Mandor0.0500hr114,400.005,720.00Alat bantu0.6000set1,000.00600.00JUMLAH117,860.00BahanUpahAlatDIBULATKAN117,860.00- 0117,260.00600.001 m3-Angkutan Galian Jarak Max. 30 mPekerja0.2480hr92,950.0023,051.60Mandor0.0080hr114,400.00915.20Alat bantu0.6000set1,000.00600.00JUMLAH24,566.80BahanUpahAlatDIBULATKAN24,566.00- 023,966.80600.001 m3-Urugan Kembali Galian TanahPekerja0.3000hr92,950.0027,885.00Mandor0.0100hr114,400.001,144.00Alat bantu0.6000set1,000.00600.00JUMLAH29,629.00BahanUpahAlatDIBULATKAN29,629.00- 029,029.00600.001 m3-Urugan Tanah bahan dari luar dipadatkan dg stamper tiap 20 cm (tanah biasa)Tanah Urug1.2000m3172,887.00207,464.40Pekerja0.1240hr92,950.0011,525.80Mandor0.0040hr114,400.00457.60Stamper, 5 HP, Kap. 0.17 ton0.9000jam71,500.0064,350.00Alat bantu0.3000set1,000.00300.00JUMLAH284,097.80BahanUpahAlatDIBULATKAN284,097.00207,464.4011,983.4064,650.001 m3-Urugan Tanah bahan dari luar pakai alat besar ( tiap 20 cm ) tanah biasaTanah Urug1.2000m3172,887.00207,464.40Pekerja0.1240hr92,950.0011,525.80Mandor0.0040hr114,400.00457.60Buldozer kap. 100 - 150 HP0.1000jam590,590.0059,059.00Alat bantu0.3000set1,000.00300.00JUMLAH278,806.80BahanUpahAlatDIBULATKAN278,806.00207,464.4011,983.4059,359.001 m3-Urugan tanah bahan dari luar pakai alat besar ( tiap 20 cm) tanah berbatuTanah Urug1.2000m3172,887.00207,464.40Pekerja0.1500hr92,950.0013,942.50Mandor0.0050hr114,400.00572.00Buldozer kap. 100 - 150 HP0.1500jam590,590.0088,588.50Alat bantu0.3000set1,000.00300.00JUMLAH310,867.40BahanUpahAlatDIBULATKAN310,867.00207,464.4014,514.5088,888.501 m3-Urugan pasir bawah lantai & pondasiPasir Urug1.2000m3191,477.00229,772.40Pekerja0.3000hr92,950.0027,885.00Mandor0.0100hr114,400.001,144.00Alat bantu0.6000set1,000.00600.00JUMLAH259,401.40BahanUpahAlatDIBULATKAN259,401.00229,772.4029,029.00600.001 m3-Urugan SirtuSirtu1.2000m3172,887.00207,464.40Pekerja0.5000hr92,950.0046,475.00Mandor0.0200hr114,400.002,288.00Alat bantu0.6000set1,000.00600.00JUMLAH256,827.40BahanUpahAlatDIBULATKAN256,827.00207,464.4048,763.00600.001 m3-Pemadatan Tanah ( tiap 20 cm ) dengan stamperPekerja0.3000hr92,950.0027,885.00Mandor0.0050hr114,400.00572.00Stamper0.9000jam71,500.0064,350.00Alat bantu0.6000set1,000.00600.00JUMLAH93,407.00BahanUpahAlatDIBULATKAN93,407.00- 028,457.0064,950.00

03 PONDASIHARGA SATUANNO.URAIANKOEF.SAT.JUMLAHPEKERJAAN PONDASI1 m3-Lantai kerja, mutu fc = 7.4 MPa (K.100)Pasir beton0.6200m3271,700.00168,454.00Split pecah mesin 2/30.7400m3275,990.00204,232.60Semen PC ( 50 kg )4.9400zak77,506.00382,879.64Pekerja1.6500hr92,950.00153,367.50Tukang batu0.2500hr92,950.0023,237.50Kepala Tukang0.0250hr100,100.002,502.50Mandor0.0800hr114,400.009,152.00Sewa molen0.4000jam71,500.0028,600.00JUMLAH972,425.74BahanUpahAlatDIBULATKAN972,425.00755,566.24188,259.5028,600.001 m3-Pas.Pondasi batu kali 1 : 2Pasir Pasang0.4300m3271,700.00116,831.00Batu Kali1.2000m3214,500.00257,400.00Semen PC ( 50 kg )5.2000zak77,506.00403,031.20Pekerja1.6500hr57,750.0095,287.50Tukang Batu0.5775hr92,950.0053,678.63Mandor0.0495hr114,400.005,662.80Alat Bantu2.0000set1,000.002,000.00JUMLAH933,891.13BahanUpahAlatDIBULATKAN933,891.00777,262.20154,628.932,000.001 m3-Pas.Pondasi batu kali 1 : 3Pasir Pasang0.4560m3271,700.00123,895.20Batu Kali1.2000m3214,500.00257,400.00Semen PC ( 50 kg )4.0000zak77,506.00310,024.00Pekerja1.6500hr92,950.00153,367.50Tukang Batu0.5775hr92,950.0053,678.63Mandor0.0495hr114,400.005,662.80Alat Bantu2.0000set1,000.002,000.00JUMLAH906,028.13BahanUpahAlatDIBULATKAN906,028.00691,319.20212,708.932,000.001 m3-Pas.Pondasi batu kali 1 : 4Pasir Pasang0.3910m3271,700.00106,234.70Batu Kali1.2000m3214,500.00257,400.00Semen PC ( 50 kg )3.5280zak77,506.00273,441.17Pekerja1.6500hr92,950.00153,367.50Tukang Batu0.8000hr92,950.0074,360.00Mandor0.2000hr114,400.0022,880.00Alat Bantu2.0000set1,000.002,000.00JUMLAH889,683.37BahanUpahAlatDIBULATKAN889,683.00637,075.87250,607.502,000.001 m3-Pas.Pondasi batu kali 1 : 5Pasir Pasang0.5600m3271,700.00152,152.00Batu Kali1.2000m3214,500.00257,400.00Semen PC ( 50 kg )2.8640zak77,506.00221,977.18Pekerja1.6500hr92,950.00153,367.50Tukang Batu0.5775hr92,950.0053,678.63Mandor0.0495hr114,400.005,662.80Alat Bantu2.0000set1,000.002,000.00JUMLAH846,238.11BahanUpahAlatDIBULATKAN846,238.00631,529.18212,708.932,000.001 m3-Pas.Batu kosongBatu Kali1.2000m3214,500.00257,400.00Pekerja1.1240hr92,950.00104,475.80Mandor0.0560hr114,400.006,406.40Alat Bantu2.0000set1,000.002,000.00JUMLAH370,282.20BahanUpahAlatDIBULATKAN370,282.00257,400.00110,882.202,000.001 m2-Pas. Cerucuk Dolken sedalam 3 m jarak tiap 50 cmDolken 8-10 x 350-400 cm4.0000btg38,610.00154,440.00Pekerja0.7500hr92,950.0069,712.50Tukang Kayu0.2625hr100,100.0026,276.25Mandor2.0000hr114,400.00228,800.00JUMLAH479,228.75BahanUpahAlatDIBULATKAN479,228.00154,440.00324,788.75- 0

04 BETONHARGA SATUANNO.URAIANKOEF.SAT.JUMLAHPEKERJAAN BETON1 m3-Cor beton K.125 ( manual )Pasir beton0.5070m3271,700.00137,751.90Split pecah mesin 2/30.7160m3275,990.00197,608.84Semen PC ( 50 kg )5.0000zak77,506.00387,530.00Pekerja1.8000hr92,950.00167,310.00Tukang batu0.4750hr100,100.0047,547.50Mandor0.2858hr114,400.0032,695.52Alat bantu2.5000set1,000.002,500.00JUMLAH972,943.76BahanUpahAlatDIBULATKAN972,943.00722,890.74247,553.022,500.001 m3-Cor beton K.175 ( manual )Pasir beton0.5070m3271,700.00137,751.90Split pecah mesin 2/30.7160m3275,990.00197,608.84Semen PC ( 50 kg )9.0000zak77,506.00697,554.00Pekerja1.8000hr92,950.00167,310.00Tukang batu0.4858hr92,950.0045,155.11Mandor0.2608hr114,400.0029,835.52Alat bantu2.5000set1,000.002,500.00JUMLAH1,277,715.37BahanUpahAlatDIBULATKAN1,277,715.001,032,914.74242,300.632,500.001 m3-Cor beton K.225 ( manual )Pasir beton0.5070m3271,700.00137,751.90Split pecah mesin 2/30.7160m3275,990.00197,608.84Semen PC ( 50 kg )11.0000zak77,506.00852,566.00Pekerja1.8000hr92,950.00167,310.00Tukang batu0.2608hr92,950.0024,241.36Mandor0.5858hr114,400.0067,015.52Alat bantu2.5000set1,000.002,500.00JUMLAH1,448,993.62BahanUpahAlatDIBULATKAN1,448,993.001,187,926.74258,566.882,500.001 m3-Cor beton K.250 ( manual )Pasir beton0.4000m3271,700.00108,680.00Split pecah mesin 2/30.7400m3275,990.00204,232.60Semen PC ( 50 kg )11.8000zak77,506.00914,570.80Pekerja1.8000hr92,950.00167,310.00Tukang batu0.2620hr92,950.0024,352.90Mandor0.6270hr114,400.0071,728.80Alat bantu2.5000set1,000.002,500.00JUMLAH1,493,375.10BahanUpahAlatDIBULATKAN1,493,375.001,227,483.40263,391.702,500.001 m3-Cor beton K.125 dengan readymixBeton readymix K.1251.0000m3757,900.00757,900.00Pekerja0.5508hr92,950.0051,196.86Tukang batu0.1377hr92,950.0012,799.21Mandor0.0688hr114,400.007,870.72Concrete vibrator0.4819jam64,350.0031,010.27Alat bantu2.5000set1,000.002,500.00JUMLAH863,277.06BahanUpahAlatDIBULATKAN863,277.00757,900.0071,866.792,500.001 m3-Cor beton K.225 dengan readymixBeton readymix K.2251.0000m3858,000.00858,000.00Pekerja0.6885hr92,950.0063,996.08Tukang batu0.1377hr92,950.0012,799.21Mandor0.0688hr114,400.007,870.72Concrete vibrator0.4819jam64,350.0031,010.27Alat bantu2.5000set1,000.002,500.00JUMLAH976,176.27BahanUpahAlatDIBULATKAN976,176.00858,000.0084,666.0133,510.271 m3-Cor beton K.250 dengan readymixBeton readymix K.2501.0000m3929,500.00929,500.00Pekerja0.6885hr92,950.0063,996.08Tukang batu0.1377hr92,950.0012,799.21Mandor0.0688hr114,400.007,870.72Concrete vibrator0.4819jam64,350.0031,010.27Alat bantu2.5000set1,000.002,500.00JUMLAH1,047,676.27BahanUpahAlatDIBULATKAN1,047,676.00929,500.0084,666.0133,510.271 m3-Cor beton K.300 dengan readymixBeton readymix K.3001.0000m31,001,000.001,001,000.00Pekerja0.6885hr92,950.0063,996.08Tukang batu0.1377hr100,100.0013,783.77Mandor0.0688hr114,400.007,870.72Concrete vibrator0.4819jam64,350.0031,010.27Alat bantu2.5000set1,000.002,500.00JUMLAH1,120,160.83BahanUpahAlatDIBULATKAN1,120,160.001,001,000.0085,650.5733,510.271 m3-Cor beton K.350 dengan readymixBeton readymix K.3501.0000m31,029,600.001,029,600.00Pekerja0.6885hr92,950.0063,996.08Tukang batu0.1377hr92,950.0012,799.21Mandor0.0688hr114,400.007,870.72Concrete vibrator0.4819jam64,350.0031,010.27Alat bantu2.5000set1,000.002,500.00JUMLAH1,147,776.28BahanUpahAlatDIBULATKAN1,147,776.001,029,600.0084,666.0133,510.271 m3-Cor beton K.400 dengan readymixBeton readymix K.4001.0000m31,072,500.001,072,500.00Pekerja0.6885hr92,950.0063,996.08Tukang batu0.1377hr92,950.0012,799.21Mandor0.0688hr114,400.007,870.72Concrete vibrator0.4819jam64,350.0031,010.27Alat bantu2.5000set1,000.002,500.00JUMLAH1,190,676.28BahanUpahAlatDIBULATKAN1,190,676.001,072,500.0084,666.0133,510.271 kg-Pembesian ( besi polos )Kawat beton0.0200kg21,450.00429.00Besi beton polos1.1000kg12,584.0013,842.40Pekerja0.0150hr92,950.001,394.25Tukang besi0.0050hr92,950.00464.75Mandor0.0050hr114,400.00572.00Alat bantu2.5000set1,000.002,500.00JUMLAH19,202.40BahanUpahAlatDIBULATKAN19,202.0014,271.402,431.002,500.001 kg-Pembesian ( besi ulir )Kawat beton0.0200kg21,450.00429.00Besi beton ulir1.1000kg13,299.0014,628.90Pekerja0.0150hr92,950.001,394.25Tukang besi0.0050hr92,950.00464.75Mandor0.0050hr114,400.00572.00Alat bantu2.5000set1,000.002,500.00JUMLAH19,988.90BahanUpahAlatDIBULATKAN19,988.0015,057.902,431.002,500.001 m2-Bekisting dengan papan + bongkaran dan penyiramanKayu Papan terentang 2/20-400 cm0.0240m32,252,250.0054,054.00Kayu Kaso terentang 5/7-400 cm0.0280m32,252,250.0063,063.00Paku0.2500kg25,740.006,435.00Pekerja0.1650hr92,950.0015,336.75Tukang kayu0.3940hr92,950.0036,622.30Mandor0.0270hr114,400.003,088.80Alat bantu2.5000set1,000.002,500.00JUMLAH181,099.85BahanUpahAlatDIBULATKAN181,099.00123,552.0055,047.852,500.001 m2-Bekisting dengan triplex 9 mm + bongkaran dan penyiramanKayu Kaso terentang 5/7-400 cm0.0280m32,252,250.0063,063.00Triplex 9 mm0.3500lbr194,480.0068,068.00Paku0.2500kg25,740.006,435.00Pekerja0.1650bh92,950.0015,336.75Tukang kayu0.3940hr92,950.0036,622.30Mandor0.0270hr114,400.003,088.80Alat bantu2.5000set1,000.002,500.00JUMLAH195,113.85BahanUpahAlatDIBULATKAN195,113.00137,566.0055,047.852,500.001 m3-Bekisting kolom beton strukturKayu Kaso terentang 5/7-400 cm0.2520m32,252,250.00567,567.00Triplex 9 mm3.1500lbr194,480.00612,612.00Paku2.2500kg25,740.0057,915.00Pekerja1.4850hr92,950.00138,030.75Tukang kayu3.5440hr92,950.00329,414.80Mandor0.2430hr114,400.0027,799.20Alat bantu2.5000set1,000.002,500.00JUMLAH1,735,838.75BahanUpahAlatDIBULATKAN1,735,838.001,238,094.00495,244.752,500.001 m3-Bekisting balok beton strukturKayu Kaso terentang 5/7-400 cm0.1870m32,252,250.00421,170.75Triplex 9 mm2.3500lbr194,480.00457,028.00Paku1.6680kg25,740.0042,934.32Pekerja1.1010hr92,950.00102,337.95Tukang kayu2.6260hr92,950.00244,086.70Mandor0.1800hr114,400.0020,592.00Alat bantu2.5000set1,000.002,500.00JUMLAH1,290,649.72BahanUpahAlatDIBULATKAN1,290,649.00921,133.07367,016.652,500.001 m3-Bekisting lantai betonKayu Kaso terentang 5/7-400 cm0.2320m32,252,250.00522,522.00Triplex 9 mm2.9050lbr194,480.00564,964.40Paku2.0750kg25,740.0053,410.50Pekerja1.3700hr92,950.00127,341.50Tukang kayu3.2685hr100,100.00327,176.85Mandor0.2245hr114,400.0025,682.80Alat bantu2.5000set1,000.002,500.00JUMLAH1,623,598.05BahanUpahAlatDIBULATKAN1,623,598.001,140,896.90480,201.152,500.001 m2-Perancah kayu / stoot werk - tinggi s/d 2 mKayu Kaso terentang 5/7-400 cm0.0608m32,252,250.00136,936.80Paku0.3000kg25,740.007,722.00Pekerja0.6000hr92,950.0055,770.00Tukang kayu0.4200hr92,950.0039,039.00Mandor0.0300hr114,400.003,432.00Alat bantu2.5000set1,000.002,500.00JUMLAH245,399.80BahanUpahAlatDIBULATKAN245,399.00144,658.8098,241.002,500.001 m2-Perancah kayu / stoot werk - tinggi s/d 3 mKayu Kaso terentang 5/7-400 cm0.0851m32,252,250.00191,666.47Paku0.4200kg25,740.0010,810.80Pekerja0.8400hr92,950.0078,078.00Tukang kayu0.5880hr92,950.0054,654.60Mandor0.0420hr114,400.004,804.80Alat bantu3.5000set1,000.003,500.00JUMLAH343,514.67BahanUpahAlatDIBULATKAN343,514.00202,477.27137,537.403,500.001 m2-Perancah kayu / stoot werk - tinggi s/d 4 mKayu Kaso terentang 5/7-400 cm0.1094m32,252,250.00246,396.15Paku0.5400kg25,740.0013,899.60Pekerja1.0800hr92,950.00100,386.00Tukang kayu0.7560hr92,950.0070,270.20Mandor0.0540hr114,400.006,177.60Alat bantu4.5000set1,000.004,500.00JUMLAH441,629.55BahanUpahAlatDIBULATKAN441,629.00260,295.75176,833.804,500.001 m2-Perancah kayu / stoot werk - tinggi s/d 5 mKayu Kaso terentang 5/7-400 cm0.1398m32,252,250.00314,864.55Paku0.6900kg25,740.0017,760.60Pekerja1.3800hr92,950.00128,271.00Tukang kayu0.9660hr92,950.0089,789.70Mandor0.0690hr114,400.007,893.60Alat bantu5.7500set1,000.005,750.00JUMLAH564,329.45BahanUpahAlatDIBULATKAN564,329.00332,625.15225,954.305,750.001 m3-Balok beton praktis K.175Adukan beton K.175 ( konvensional )1.0000m31,277,715.001,277,715.00Pembesian besi polos120.0000kg19,202.002,304,240.00Bekisting dengan papan5.0000m2181,099.00905,495.00Alat bantu4.2000set1,000.004,200.00JUMLAH4,491,650.00BahanUpahAlatDIBULATKAN4,491,650.003,363,242.74809,259.88319,200.001 m3-Kolom beton praktis K.175Adukan beton K.175 ( konvensional )1.0000m31,277,715.001,277,715.00Pembesian besi polos150.0000kg19,202.002,880,300.00Bekisting dengan papan5.0000m2181,099.00905,495.00Alat bantu4.2000set1,000.004,200.00JUMLAH5,067,710.00BahanUpahAlatDIBULATKAN5,067,710.003,791,384.74882,189.88394,200.001 m3-Pondasi beton setapak K.225Adukan beton K.225 ( konvensional )1.0000m31,448,993.001,448,993.00Pembesian besi polos250.0000kg19,202.004,800,500.00Bekisting triplek 9 mm2.6670m2195,113.00520,366.37JUMLAH6,769,859.37BahanUpahAlatDIBULATKAN6,769,859.005,122,665.261,013,129.50634,167.501 m3-Sloof beton 20/40 K-225Adukan beton K-225 (Konvensional)1.0000m31,448,993.001,448,993.00Pembesian125.0000kg19,202.002,400,250.00Bekisting balok struktur1.0000m31,290,649.001,290,649.00JUMLAH5,139,892.00BahanUpahAlatDIBULATKAN5,139,892.003,892,984.81929,458.53317,500.001 m3-Sloof beton 25/35 K.225Adukan beton K.225 ( konvensional )1.0000m31,448,993.001,448,993.00Pembesian besi polos170.0000kg19,202.003,264,340.00Bekisting balok struktur1.0000m31,290,649.001,290,649.00JUMLAH6,003,982.00BahanUpahAlatDIBULATKAN6,003,982.004,535,197.811,038,853.53430,000.001 m3-Sloof beton 20/30 K-225Adukan beton K-225 (Konvensional)1.0000m31,448,993.001,448,993.00Pembesian130.0000kg19,202.002,496,260.00Bekisting triplex 9 mm1.0000m31,290,649.001,290,649.00JUMLAH5,235,902.00BahanUpahAlatDIBULATKAN5,235,902.003,964,341.81941,613.53330,000.001 m3-Sloof beton 20/25 K.225Adukan beton K.225 ( konvensional )1.0000m31,448,993.001,448,993.00Pembesian besi polos180.0000kg19,202.003,456,360.00Bekisting balok struktur1.0000m31,290,649.001,290,649.00JUMLAH6,196,002.00BahanUpahAlatDIBULATKAN6,196,000.004,677,911.811,063,163.53455,000.001 m3-Sloof beton 15/20 K.175Adukan beton K.175 ( konvensional )1.0000m31,277,715.001,277,715.00Pembesian besi polos180.0000kg19,202.003,456,360.00Bekisting balok struktur1.0000m31,290,649.001,290,649.00JUMLAH6,024,724.00BahanUpahAlatDIBULATKAN6,024,724.004,522,899.811,046,897.28455,000.001 m3-Kolom beton 30/30 K-225Adukan beton K-225 (ready-mixl)1.0000m3976,176.00976,176.00Pembesian160.0000kg19,202.003,072,320.00Bekisting Kolom1.0000m31,735,838.001,735,838.00JUMLAH5,784,334.00BahanUpahAlatDIBULATKAN5,784,334.004,379,518.00968,870.76436,010.271 m3-Kolom beton 25/35 K.225Adukan beton K.225 ( ready - mix )1.0000m3976,176.00976,176.00Pembesian besi polos190.0000kg19,202.003,648,380.00Bekisting kolom1.0000m31,735,838.001,735,838.00JUMLAH6,360,394.00BahanUpahAlatDIBULATKAN6,360,394.004,807,660.001,041,800.76511,010.271 m3-Kolom beton 20/20 K.225Adukan beton K.225 ( ready - mix )1.0000m3976,176.00976,176.00Pembesian besi polos140.0000kg19,202.002,688,280.00Bekisting kolom1.0000m21,735,838.001,735,838.00JUMLAH5,400,294.00BahanUpahAlatDIBULATKAN5,400,294.004,094,090.00920,250.76386,010.271 m3-Kolom beton 15/30 K.225Adukan beton K.225 ( ready - mix )1.0000m3976,176.00976,176.00Pembesian besi polos170.0000kg19,202.003,264,340.00Bekisting kolom1.0000m31,735,838.001,735,838.00JUMLAH5,976,354.00BahanUpahAlatDIBULATKAN5,976,354.004,522,232.00993,180.76461,010.271 m3-Balok beton 30/50 K-225Adukan beton K-225 (ready-mixl)1.0000m3976,176.00976,176.00Pembesian154.0000kg19,202.002,957,108.00Perancah kayu / stoot werk - tinggi s/d 4 m2.0000m2441,629.00883,258.00Bekisting Balok1.0000m31,290,649.001,290,649.00JUMLAH6,107,191.00BahanUpahAlatDIBULATKAN6,107,191.004,497,520.171,179,724.26430,010.271 m3-Balok beton 25/60 K.225Adukan beton K.225 ( ready - mix )1.0000m3976,176.00976,176.00Pembesian besi polos150.0000kg19,202.002,880,300.00Perancah kayu / stoot werk - tinggi s / d 4 m1.6675m2441,629.00736,416.36Bekisting balok1.0000m31,290,649.001,290,649.00JUMLAH5,883,541.36BahanUpahAlatDIBULATKAN5,883,541.004,353,886.231,111,203.02418,514.021 m3-Balok beton 25/45 K-225Adukan beton K-225 (ready-mixl)1.0000m3976,176.00976,176.00Pembesian170.0000kg19,202.003,264,340.00Perancah kayu / stoot werk - tinggi s/d 4 m2.2200m2441,629.00980,416.38Bekisting Balok1.0000m31,290,649.001,290,649.00JUMLAH6,511,581.38BahanUpahAlatDIBULATKAN6,511,581.004,783,127.641,257,523.70471,000.271 m3-Balok beton 25/35 K.225Adukan beton K.225 ( ready - mix )1.0000m3976,176.00976,176.00Pembesian besi polos170.0000kg19,202.003,264,340.00Perancah kayu / stoot werk - tinggi s / d 4 m2.8575m2441,629.001,261,954.87Bekisting balok1.0000m31,290,649.001,290,649.00JUMLAH6,793,119.87BahanUpahAlatDIBULATKAN6,793,119.004,949,066.181,370,255.24473,869.021 m3-Balok beton 20/40 K-225( untuk dak selasar penghubung antar bangunan )Adukan beton K-225 (ready-mixl)1.0000m3976,176.00976,176.00Pembesian160.0000kg19,202.003,072,320.00Perancah kayu / stoot werk - tinggi s/d 4 m2.5000m2441,629.001,104,072.50Bekisting balok1.0000m31,290,649.001,290,649.00JUMLAH6,443,217.50BahanUpahAlatDIBULATKAN6,443,217.004,713,296.451,282,727.16447,260.271 m3-Balok beton 20/30 K-225Adukan beton K-225 (ready-mixl)1.0000m3976,176.00976,176.00Pembesian170.0000kg19,202.003,264,340.00Perancah kayu / stoot werk - tinggi s/d 4 m3.3330m2441,629.001,471,949.46Bekisting Balok1.0000m31,290,649.001,290,649.00JUMLAH7,003,114.46BahanUpahAlatDIBULATKAN7,003,114.005,072,836.801,454,339.72476,008.771 m3-Balok beton 15/25 K.225Adukan beton K.225 ( ready - mix )1.0000m3976,176.00976,176.00Pembesian besi polos150.0000kg19,202.002,880,300.00Perancah kayu / stoot werk - tinggi s / d 4 m4.0000m2441,629.001,766,516.00Bekisting balok1.0000m31,290,649.001,290,649.00JUMLAH6,913,641.00BahanUpahAlatDIBULATKAN6,913,641.004,961,026.071,523,667.86429,010.271 m3-Balok beton 15/60 K.225Adukan beton K.225 ( ready - mix )1.0000m3976,176.00976,176.00Pembesian besi polos120.0000kg19,202.002,304,240.00Perancah kayu / stoot werk - tinggi s / d 4 m1.6665m2441,629.00735,974.73Bekisting balok1.0000m31,290,649.001,290,649.00JUMLAH5,307,039.73BahanUpahAlatDIBULATKAN5,307,039.003,925,483.941,038,096.19343,509.521 m3-Ring balok beton 20/40 K-225Adukan beton K-225 (ready-mixl)1.0000m3976,176.00976,176.00Pembesian154.0000kg19,202.002,957,108.00Perancah kayu / stoot werk - tinggi s/d 4 m2.5000m2441,629.001,104,072.50Bekisting Balok1.0000m31,290,649.001,290,649.00JUMLAH6,328,005.50BahanUpahAlatDIBULATKAN6,328,005.004,627,668.051,268,141.16432,260.271 m3-Ring balok beton 20/30 K-225Adukan beton K-225 (ready-mixl)1.0000m3976,176.00976,176.00Pembesian154.0000kg19,202.002,957,108.00Perancah kayu / stoot werk - tinggi s/d 4 m3.3300m2441,629.001,470,624.57Bekisting Balok1.0000m31,290,649.001,290,649.00JUMLAH6,694,557.57BahanUpahAlatDIBULATKAN6,694,557.004,843,713.521,414,913.21435,995.271 m3-Plat lantai & tangga beton t = 12 cm K.225 Besi 114 kg/m3Adukan beton K.225 ( ready - mix )1.0000m3976,176.00976,176.00Pembesian besi polos114.0000kg19,202.002,189,028.00Perancah kayu / stoot werk - tinggi s / d 4 m6.2475m2441,629.002,759,077.18Bekisting plat lantai1.0000m31,623,598.001,623,598.00JUMLAH7,547,879.18BahanUpahAlatDIBULATKAN7,547,879.005,252,034.201,946,770.33349,124.021 m3-Plat listplank beton K.225Adukan beton K.225 ( ready - mix )1.0000m3976,176.00976,176.00Pembesian besi polos100.0000kg19,202.001,920,200.00Perancah kayu / stoot werk - tinggi s / d 4 m1.0000m2441,629.00441,629.00Bekisting balok1.0000m31,290,649.001,290,649.00JUMLAH4,628,654.00BahanUpahAlatDIBULATKAN4,628,654.003,466,568.82871,616.46290,510.271 m3-Beton Plat Canopy atas jendela t = 10 cm - K.225Adukan beton K-225 (ready-mixl)1.0000m3976,176.00976,176.00Pembesian75.0000kg19,202.001,440,150.00Perancah kayu / stoot werk - tinggi s/d 4 m1.0000m2441,629.00441,629.00Bekisting pelat lantai1.0000m31,623,598.001,623,598.00JUMLAH4,481,553.00BahanUpahAlatDIBULATKAN4,481,553.003,329,547.65924,025.96228,010.271 m3-Plat lantai beton t = 10 cm K. 175 Besi 68 kg/m3 ( tanpa bekisting )Adukan beton K.175 ( ready mix )1.0000m3863,277.00863,277.00Pembesian besi polos68.0000kg19,202.001,305,736.00JUMLAH2,169,013.00BahanUpahAlatDIBULATKAN2,169,013.00- 0- 0- 01 m3-Plat lantai beton t = 10 cm K. 225 Besi 68 kg/m3 ( tanpa bekisting )Adukan beton K.225 ( ready mix )1.0000m3976,176.00976,176.00Pembesian besi polos68.0000kg19,202.001,305,736.00JUMLAH2,281,912.00BahanUpahAlatDIBULATKAN2,281,912.00- 0- 0- 01 m3-Pondasi Tangga beton uk. 60x150 cm K. 225 Besi 150 kg/m3 ( bekisting 2x pakai )Adukan beton K.225 ( ready mix )1.0000m3976,176.00976,176.00Pembesian besi polos150.0000kg19,202.002,880,300.00Bekisting tripleks 9 mm1.7867m2195,113.00348,601.89JUMLAH4,205,077.89BahanUpahAlatDIBULATKAN4,205,077.00- 0- 0- 01 m3-Pondasi Tapak beton uk. 120x120 cm K. 225 Besi 106 kg/m3 ( bekisting 2x pakai )Adukan beton K.225 ( ready mix )1.0000m3976,176.00976,176.00Pembesian besi polos106.0000kg19,202.002,035,412.00Bekisting tripleks 9 mm1.1933m2195,113.00232,834.85JUMLAH3,244,422.85BahanUpahAlatDIBULATKAN3,244,422.00- 0- 0- 01 m3-Pondasi Tapak beton uk. 90x90 cm K. 225 Besi 132 kg/m3 ( bekisting 2x pakai )Adukan beton K.225 ( ready mix )1.0000m3976,176.00976,176.00Pembesian besi polos132.0000kg19,202.002,534,664.00Bekisting tripleks 9 mm1.3361m2195,113.00260,692.65JUMLAH3,771,532.65BahanUpahAlatDIBULATKAN3,771,532.00- 0- 0- 01 m3-Sloof beton uk. 20x35 cm K. 225 Besi 165 kg/m3 ( bekisting 2x pakai )Adukan beton K.225 ( site mix )1.0000m31,448,993.001,448,993.00Pembesian besi polos165.0000kg19,202.003,168,330.00Bekisting tripleks 9 mm5.0000m2195,113.00975,565.00JUMLAH5,592,888.00BahanUpahAlatDIBULATKAN5,592,888.00- 0- 0- 01 m3-Sloof beton uk. 15x30 cm K. 225 Besi 204 kg/m3 ( bekisting 2x pakai )Adukan beton K.225 ( site mix )1.0000m31,448,993.001,448,993.00Pembesian besi polos204.0000kg19,202.003,917,208.00Bekisting tripleks 9 mm6.6667m2195,113.001,300,753.33JUMLAH6,666,954.33BahanUpahAlatDIBULATKAN6,666,954.00- 0- 0- 01 m3-Sloof beton uk. 15x20 cm K. 225 Besi 169 kg/m3 ( bekisting 2x pakai )Adukan beton K.175 ( site mix )1.0000m31,277,715.001,277,715.00Pembesian besi polos169.0000kg19,202.003,245,138.00Bekisting tripleks 9 mm6.6667m2195,113.001,300,753.33JUMLAH5,823,606.33BahanUpahAlatDIBULATKAN5,823,606.00- 0- 0- 01 m3-Ring Balok beton uk. 20x35 cm K. 225 Besi 167 kg/m3 ( bekisting 2x pakai )Adukan beton K.225 ( ready mix )1.0000m3976,176.00976,176.00Pembesian besi polos167.0000kg19,202.003,206,734.00Perancah kayu / stoot werk - tinggi s/d 4 m1.6650m2441,629.00735,312.29Bekisting Balok0.5000m31,290,649.00645,324.50JUMLAH5,563,546.79BahanUpahAlatDIBULATKAN5,563,546.00- 0- 0- 01 m3-Ring Balok beton uk. 20x25 cm K. 225 Besi 161 kg/m3 ( bekisting 2x pakai )Adukan beton K.225 ( ready mix )1.0000m3976,176.00976,176.00Pembesian besi polos161.0000kg19,202.003,091,522.00Perancah kayu / stoot werk - tinggi s/d 4 m1.6650m2441,629.00735,312.29Bekisting Balok0.5000m31,290,649.00645,324.50JUMLAH5,448,334.79BahanUpahAlatDIBULATKAN5,448,334.00- 0- 0- 01 m3-Ring Balok beton uk. 15x20 cm K. 225 Besi 186 kg/m3 ( bekisting 2x pakai )Adukan beton K.225 ( ready mix )1.0000m3976,176.00976,176.00Pembesian besi polos186.0000kg19,202.003,571,572.00Bekisting Balok0.5000m31,290,649.00645,324.50JUMLAH5,193,072.50BahanUpahAlatDIBULATKAN5,193,072.00- 0- 0- 01 m3-Kolom beton (K1) Lantai 2 uk. 20/20 K-225 Besi 170 kg/m3 ( bekisting 2x pakai )Adukan beton K-225 (ready-mixl)1.0000m3976,176.00976,176.00Pembesian160.0000kg19,202.003,072,320.00Bekisting Kolom0.5000m31,735,838.00867,919.00JUMLAH4,916,415.00BahanUpahAlatDIBULATKAN4,916,415.003,760,471.00721,248.39434,760.271 m3-Kolom beton (K2) Lantai 2 uk. 25/25 K-225 Besi 195 kg/m3 ( bekisting 2x pakai )Adukan beton K-225 (ready-mixl)1.0000m3976,176.00976,176.00Pembesian195.0000kg19,202.003,744,390.00Bekisting Kolom0.5000m31,735,838.00867,919.00JUMLAH5,588,485.00BahanUpahAlatDIBULATKAN5,588,485.004,259,970.00806,333.39522,260.271 m3-Kolom beton (K1) Lantai 1 uk. 30/35 K-225 Besi 237 kg/m3 ( bekisting 2x pakai )Adukan beton K-225 (ready-mixl)1.0000m3976,176.00976,176.00Pembesian237.0000kg19,202.004,550,874.00Bekisting Kolom0.5000m31,735,838.00867,919.00JUMLAH6,394,969.00BahanUpahAlatDIBULATKAN6,394,969.004,859,368.80908,435.39627,260.271 m3-Kolom beton (K2) Lantai 1 uk. 25/25 K-225 Besi 297 kg/m3 ( bekisting 2x pakai )Adukan beton K-225 (ready-mixl)1.0000m3976,176.00976,176.00Pembesian297.0000kg19,202.005,702,994.00Bekisting Kolom0.5000m31,735,838.00867,919.00JUMLAH7,547,089.00BahanUpahAlatDIBULATKAN7,547,089.005,715,652.801,054,295.39777,260.271 m3-Ring Balok beton uk. 20x25 cm K. 225 Besi 133 kg/m3 ( bekisting 2x pakai )Adukan beton K.225 ( ready mix )1.0000m3976,176.00976,176.00Pembesian besi polos133.0000kg19,202.002,553,866.00Perancah kayu / stoot werk - tinggi s/d 4 m1.6650m2441,629.00735,312.29Bekisting Balok0.5000m31,290,649.00645,324.50JUMLAH4,910,678.79BahanUpahAlatDIBULATKAN4,910,678.00- 0- 0- 01 m3-Balok beton (B1) uk. 30/60 cm K.225 Besi 204 kg/m3Adukan beton K.225 ( ready - mix )1.0000m3976,176.00976,176.00Pembesian besi polos204.0000kg19,202.003,917,208.00Perancah kayu / stoot werk - tinggi s / d 4 m1.3889m2441,629.00613,373.61Bekisting balok1.0000m31,290,649.001,290,649.00JUMLAH6,797,406.61BahanUpahAlatDIBULATKAN6,797,406.005,052,020.551,193,209.16552,260.271 m3-Balok beton (B2) uk. 20/45 cm K-225 Besi 196 kg/m3Adukan beton K-225 (ready-mixl)1.0000m3976,176.00976,176.00Pembesian196.0000kg19,202.003,763,592.00Perancah kayu / stoot werk - tinggi s/d 4 m2.7778m2441,629.001,226,747.22Bekisting Balok1.0000m31,290,649.001,290,649.00JUMLAH7,257,164.22BahanUpahAlatDIBULATKAN7,257,164.005,299,371.221,419,363.66538,510.271 m3-Balok beton (B3) uk. 20/40 cm K-225 Besi 152 kg/m3Adukan beton K-225 (ready-mixl)1.0000m3976,176.00976,176.00Pembesian152.0000kg19,202.002,918,704.00Perancah kayu / stoot werk - tinggi s/d 4 m3.1250m2441,629.001,380,090.63Bekisting Balok1.0000m31,290,649.001,290,649.00JUMLAH6,565,619.63BahanUpahAlatDIBULATKAN6,565,619.004,761,810.091,373,800.29430,072.771 m3-Balok beton (B4) uk. 20/40 cm K-225 Besi 170 kg/m3Adukan beton K-225 (ready-mixl)1.0000m3976,176.00976,176.00Pembesian170.0000kg19,202.003,264,340.00Perancah kayu / stoot werk - tinggi s/d 4 m3.1250m2441,629.001,380,090.63Bekisting Balok1.0000m31,290,649.001,290,649.00JUMLAH6,911,255.63BahanUpahAlatDIBULATKAN6,911,255.005,018,695.291,417,558.29475,072.771 m3-Balok beton (B2A) uk. 20/45 cm K-225 Besi 221 kg/m3Adukan beton K-225 (ready-mixl)1.0000m3976,176.00976,176.00Pembesian221.0000kg19,202.004,243,642.00Perancah kayu / stoot werk - tinggi s/d 4 m2.7778m2441,629.001,226,747.22Bekisting Balok1.0000m31,290,649.001,290,649.00JUMLAH7,737,214.22BahanUpahAlatDIBULATKAN7,737,214.005,656,156.221,480,138.66601,010.271 m3-Pondasi Tapak beton uk. 160x160 cm K. 225 Besi 119 kg/m3 ( bekisting 2x pakai )Adukan beton K.225 ( ready mix )1.0000m3976,176.00976,176.00Pembesian besi polos119.0000kg19,202.002,285,038.00Bekisting tripleks 9 mm1.1933m2195,113.00232,834.85JUMLAH3,494,048.85BahanUpahAlatDIBULATKAN3,494,048.00- 0- 0- 01 m3-Kolom beton (K1) Lantai 1 uk. 30/40 K-225 Besi 298 kg/m3 ( bekisting 2x pakai )Adukan beton K-225 (ready-mixl)1.0000m3976,176.00976,176.00Pembesian298.0000kg19,202.005,722,196.00Bekisting Kolom0.5000m31,735,838.00867,919.00JUMLAH7,566,291.00BahanUpahAlatDIBULATKAN7,566,291.005,729,924.201,056,726.39779,760.271 m3-Kolom beton (K3) Lantai 1 uk. 30/30 K-225 Besi 214 kg/m3 ( bekisting 2x pakai )Adukan beton K-225 (ready-mixl)1.0000m3976,176.00976,176.00Pembesian214.0000kg19,202.004,109,228.00Bekisting Kolom0.5000m31,735,838.00867,919.00JUMLAH5,953,323.00BahanUpahAlatDIBULATKAN5,953,323.004,531,126.60852,522.39569,760.271 m3-Balok beton (B1) uk. 30/60 cm K.225 Besi 228 kg/m3Adukan beton K.225 ( ready - mix )1.0000m3976,176.00976,176.00Pembesian besi polos228.0000kg19,202.004,378,056.00Perancah kayu / stoot werk - tinggi s / d 4 m1.3889m2441,629.00613,373.61Bekisting balok1.0000m31,290,649.001,290,649.00JUMLAH7,258,254.61BahanUpahAlatDIBULATKAN7,258,254.005,394,534.151,251,553.16612,260.271 m3-Balok beton (B2) uk. 30/60 cm K.225 Besi 231 kg/m3Adukan beton K.225 ( ready - mix )1.0000m3976,176.00976,176.00Pembesian besi polos231.0000kg19,202.004,435,662.00Perancah kayu / stoot werk - tinggi s / d 4 m1.3889m2441,629.00613,373.61Bekisting balok1.0000m31,290,649.001,290,649.00JUMLAH7,315,860.61BahanUpahAlatDIBULATKAN7,315,860.005,437,348.351,258,846.16619,760.271 m3-Balok beton (B6) uk. 25/50 cm K.225 Besi 182 kg/m3Adukan beton K.225 ( ready - mix )1.0000m3976,176.00976,176.00Pembesian besi polos182.0000kg19,202.003,494,764.00Perancah kayu / stoot werk - tinggi s / d 4 m2.0000m2441,629.00883,258.00Bekisting balok1.0000m31,290,649.001,290,649.00JUMLAH6,644,847.00BahanUpahAlatDIBULATKAN6,644,847.004,897,119.371,247,792.26500,010.271 m3-Balok beton (B1) uk. 30/60 cm K.225 Besi 200 kg/m3Adukan beton K.225 ( ready - mix )1.0000m3976,176.00976,176.00Pembesian besi polos200.0000kg19,202.003,840,400.00Perancah kayu / stoot werk - tinggi s / d 4 m1.3889m2441,629.00613,373.61Bekisting balok1.0000m31,290,649.001,290,649.00JUMLAH6,720,598.61BahanUpahAlatDIBULATKAN6,720,598.004,994,934.951,183,485.16542,260.271 m3-Kolom beton (K1) Lantai 3 uk. 30/40 K-225 Besi 152 kg/m3 ( bekisting 2x pakai )Adukan beton K-225 (ready-mixl)1.0000m3976,176.00976,176.00Pembesian152.0000kg19,202.002,918,704.00Bekisting Kolom0.5000m31,735,838.00867,919.00JUMLAH4,762,799.00BahanUpahAlatDIBULATKAN4,762,799.003,646,299.80701,800.39414,760.271 m3-Kolom beton (K3) Lantai 3 uk. 30/30 K-225 Besi 144 kg/m3 ( bekisting 2x pakai )Adukan beton K-225 (ready-mixl)1.0000m3976,176.00976,176.00Pembesian144.0000kg19,202.002,765,088.00Bekisting Kolom0.5000m31,735,838.00867,919.00JUMLAH4,609,183.00BahanUpahAlatDIBULATKAN4,609,183.003,532,128.60682,352.39394,760.271 m3-Ring Balok beton uk. 20x45 cm K. 225 Besi 119 kg/m3 ( bekisting 2x pakai )Adukan beton K.225 ( ready mix )1.0000m3976,176.00976,176.00Pembesian besi polos119.0000kg19,202.002,285,038.00Perancah kayu / stoot werk - tinggi s/d 4 m1.3889m2441,629.00613,373.61Bekisting Balok0.5000m31,290,649.00645,324.50JUMLAH4,519,912.11BahanUpahAlatDIBULATKAN4,519,912.00- 0- 0- 01 m3-Ring Balok beton uk. 30x60 cm K. 225 Besi 98 kg/m3 ( bekisting 2x pakai )Adukan beton K.225 ( ready mix )1.0000m3976,176.00976,176.00Pembesian besi polos98.0000kg19,202.001,881,796.00Perancah kayu / stoot werk - tinggi s/d 4 m0.6944m2441,629.00306,686.81Bekisting Balok0.5000m31,290,649.00645,324.50JUMLAH3,809,983.31BahanUpahAlatDIBULATKAN3,809,983.00- 0- 0- 0

TulanganPERHITUNGAN TULANGAN / m3Juml.Juml.Cincin/Juml.Juml.Juml.NO.JENIS BETON/m1-M3Tulg.Dia.( Kg )/M3Sengkang( Kg )/M3TotalTotal /m3Dia "AKOLOM BETON60.222Kolom Lt. 180.3951Type K1 30x35,Lt 1 K-225,2.5181980.1423.4714.4894.61237.13100.6172Type K2 25x25,Lt 1 K-225,4.2161960.1017.0710.5370.63297.40120.8883Type K3 30x35,Lt 1 K-225,3.1241935.6222.7314.0349.64155.01141.2084Type K4 25x25,Lt 1 K-225,4.7141625.2518.1311.1936.44171.46161.5785Type K1 30x40,Lt 1 K-225,2.191219120.2025.6015.80136.00298.24192.2266Type K3 30x30,Lt 1 K-225,2.9261960.1021.3313.1673.26214.22222.9847Type K1 35x35,Lt 1 K-225,2.6881971.2321.4413.2384.46226.06Type K1 35x35,Lt 1 K-225,2.6881650.5021.4413.2363.72170.56Type K1 30x50,Lt 1 K-225,2.191619142.4628.9317.85160.32350.42Type K1 30x50,Lt 1 K-225,2.191219106.8528.9317.85124.70272.57Type K1 30x50,Lt 1 K-225,2.1981971.2328.9317.8589.08194.72Type K2 30x30,Lt 1 K-225,3.2761637.8722.6713.9951.86169.47Type K3 30x30,Lt 1 K-225,3.2781971.2322.6713.9985.22278.49Type K2 30x30,Lt 1 K-225,3.271219106.8522.6713.99120.83394.88Type K4 25x25,Lt 1 K-225,4.711219106.8518.1311.19118.04555.46Type K1 25x25,Lt 1 K-225,4.7161637.8718.137.1645.03211.93Type K2 20x40,Lt 1 K-225,3.6841625.2518.137.1642.28155.453.684109.87Type K2 20x40,Lt 1 K-225,3.6841625.2518.137.1637.35137.303.682104.94Kolom Lt. 21Type K1 30x35,Lt 2 K-225,9.52619127.2069.8443.09170.29170.291bType K1 30x40,Lt 2 K-225,8.33619111.3066.6741.13152.43152.43Type K2 30x40,Lt 2 K-225,2.691619117.5324.8015.30132.83357.08Type K2 30x40,Lt 2 K-225,2.69121988.1524.8015.30103.45278.092Type K2 25x25,Lt 2 K-225,16.00419142.4685.3352.65195.11195.113Type K1 30x30,Lt 2 K-225,3.5861944.0720.6712.7556.83203.68Type K2 30x30,Lt 2 K-225,11.1141998.9374.0745.70144.64144.64Type K2A 30x30,Lt 2 K-225,3.5881641.6620.6712.7554.41195.02Type K3 25x25,Lt 2 K-225,5.1641620.8318.1311.1932.02165.25Type K2 25x25,Lt 2 K-225,5.1661944.0718.1311.1955.26285.23Kolom K5 15x20 Site Mix33.3341082.2783.3332.92115.18115.18Kolom K4 20x30 Site Mix16.6741375.3366.6726.33101.67101.67Kolom K3 25x25 Site Mix16.0041372.3264.0039.49111.81111.81Kolom K3 15x40 Site Mix16.6761388.8075.0046.28135.08135.084Kolom Praktis, Kp Site Mix69.4448109.72111.1143.89153.61153.61Dia "BBALOK BETON60.2221Balok Type B1 30/55, K-225, Ready Mix1.0364.419143.3575.5046.58189.94195.0280.3952Balok Type B1 30/60, K-225, Ready Mix0.8782.419183.4285.3352.65236.07204.92100.6173Balok Type B1 30/60, K-225, Ready Mix0.8379.1519176.1989.0754.95231.14192.23120.8884Balok Type B1 30/60, K-225, Ready Mix0.8354.119120.4389.0754.95175.38145.86141.2085Balok Type B3 20/40, K-225, Ready Mix2.74181628.4044.3327.3555.76152.55161.5786Balok Type B4 20/40, K-225, Ready Mix10.206169.4711.677.2016.67170.06192.2267Balok Type B2 20/40, K-225, Ready Mix4.4116.61626.1928.0017.2843.47191.67222.9848Balok Type B2 20/45, K-225, Ready Mix3.6122.51635.5130.8019.0054.51196.649Balok Type B2A 20/45, K-225, Ready Mix3.22301647.3434.4721.2768.61221.1710Balok Type B3 20/30, K-225, Ready Mix3.5216.81626.5146.2028.5155.02193.5811Balok Type B3 15/30, K-225, Ready Mix4.0716.81626.5143.4026.7853.29216.6612Balok Type B4 15/25, K-225, Ready Mix11.4022.51319.9813.508.3328.31322.6213Balok Type B5 20/30, K-225, Ready Mix15.4391920.037.204.4424.48377.7214Balok Type B3 20/35, K-225, Ready Mix12.0891920.038.105.0025.03302.32Balok Type B1 30/60, K-225, Ready Mix0.9672.8516124.27115.2083.30207.57200.2015.11019.80Balok Type B2 30/60, K-225, Ready Mix0.879619213.7085.3352.65266.35231.20Balok Type B1 30/60, K-225, Ready Mix0.8794.819211.0285.3352.65263.68228.88Balok Type B6 25/50, K-225, Ready Mix1.3243.21996.1669.3342.78138.94182.82Balok Type B1 30/60, K-225, Ready Mix0.878019178.0885.3352.65230.73200.29Balok Type B1 30/60, K-225, Ready Mix0.8889.222266.1785.3352.65318.82282.04Balok Type B1A 30/60, K-225, Ready Mix0.887022208.8885.3352.65261.53231.36Balok Type B2 25/55, K-225, Ready Mix8.00919160.2774.6746.07206.34206.34Balok Type B2A 25/55, K-225, Ready Mix8.00619106.8574.6746.07152.92152.92Balok Type B3 20/40, K-225, Ready Mix13.75919275.4791.6756.56332.03332.03Balok Type B3A 20/40, K-225, Ready Mix13.75619183.6591.6756.56240.20240.20Balok Type B3B 20/40, K-225, Ready Mix13.75419122.4391.6756.56178.99178.99Balok Type B4 15/30, K-225, Ready Mix24.44419217.65162.96100.55318.20318.20Balok Type B1 20/40, K-225, Ready Mix3.5430.91648.7633.6713.3062.06219.44Balok Type B2 20/40, K-225, Ready Mix3.5425.751640.6333.6713.3053.93190.71Balok Type B3 20/40, K-225, Ready Mix4.4616.41625.8826.6710.5336.41162.56Balok Type B3 20/40, K-225, Ready Mix5.9532.81651.7626.6710.5362.29370.78Dia "Balok Type B4 20/30, K-225, Ready Mix16.67516131.5088.8935.11166.61233.2660.22280.395100.61715Topian beton 8/75, K-225, Ready Mix3.1716.886.6415.756.2212.8681.63120.88816Ring Balok Type RB1 20/35, K-225, Site Mix14.29713104.2085.7152.89157.09157.09117131.0421.042141.20817Ring Balok Type RB2 15/25, K-225, Site Mix26.6741294.7280.0031.60126.32126.321.208161.57818Ring Balok Type RB3 20/25, K-225, Site Mix13.3351359.20120.0074.04133.24133.241.578192.22619Ring Balok Type RB2 20/25, K-225, Site Mix20.00513104.2093.3357.59161.79161.792.226222.984Ring Balok Type RB4 15/20, K-225, Site Mix33.33412118.40111.1168.56186.96186.962.984Ring Balok Type RB5 20/25, K-225, Site Mix20.00616189.3693.3357.59246.95246.95Ring Balok Type RB5 20/30, K-225, Site Mix16.67616157.8088.8954.84212.64212.64Ring Balok Type RB4 20/45, K-225, Site Mix11.1161369.4781.4850.27119.74119.74Ring Balok Type RB5 30/60, K-225, Site Mix5.5651961.8359.2636.5698.4098.40Ring Balok Type RB3 20/30, K-225, Site Mix16.6751274.0088.8954.84128.84128.84Ring Balok Type RB1 15/30, K-225, Site Mix22.22513125.56103.7040.96166.52166.52Ring Balok Praktis 15/15, K-225, Site Mix69.44410171.39111.1143.89215.28215.28CPONDASITelapak 160x160 (P1), K-225, Site Mix1.1267.8416107.05119.481Telapak 140x140 (P1), K-300, Site Mix0.5118.666666666713130.67147.65147.65147.65Telapak 120x120 (P1), K-225, Site Mix2.31441345.85106.132Telapak 90x90 (P2), K-225, Site Mix4.9425.81326.88132.76Telapak 80x80 (P3), K-225, Site Mix5.218138.8023.8523.85124.21Telapak 60x60 (P3), K-225, Site Mix13.8912139.6010.8510.85150.67DPOER BETON1Poer P1 80x80x40Bawah161640.4560.6766.74per TitikAtas81620.22Jumlah1aPoer P1 100x100x35Bawah101626.832.8637.32117.28per TitikAtas101010.492Poer P2 165x80x45Bawah112283.59110.61121.675.332227.022aPoer P1 150x100x506.6710.001657.861.3390.42132.62per Titik6.6710.001332.562aPoer P1 130x130x358.678.671649.231.6976.94143.08per Titik8.678.671327.712bPoer P2 110x110x355.505.501627.772.3643.40112.73per Titik5.505.501315.632cPoer P2 100x100x355.005.001623.672.8636.99116.25per Titik5.005.001313.323Poer P3 165x100x55Bawah112290.15197.80217.586.672241.72per TitikAtas5.52245.073.332220.863aPoer P3 150x150x6010.0010.001685.210.74133.16108.50per Titik10.0010.001347.954Poer P4 165x165x65Bawah2222193.40309.44340.39per TitikAtas13.222116.045Poer Elevator 360x360x45Bawah4819481.68770.69847.76per TitikAtas28.819289.01DSLOOF1Sloof (SL1) 15/25, K-225, Site Mix26.67516210.67106.6765.81276.48276.482Sloof (SL2) 20/30, K-225, Site Mix16.67416105.3388.8954.84160.18160.183Sloof (SL3) 15/20 KM/WC33.33416210.67111.1168.56279.22279.221Sloof (SL1) 15/25 Tt., K-225, Site Mix26.67512118.4088.8954.84173.24173.242Sloof (SL2) 20/30 Tt., K-225, Site Mix16.6741259.2088.8954.84114.04114.043Sloof (SL3) 15/20 Tt., K-225, Site Mix33.33412118.4083.3351.42169.82169.824Sloof (SL1) 20/35, K-225, Site Mix14.29516112.7185.7152.89165.60165.605Sloof (SL1) 20/40, K-225, Site Mix12.50619166.9583.3351.42218.37218.37Sloof (SL1) 20/40, K-225, Site Mix12.50719194.7883.3351.42246.19246.19Sloof (SL2) 20/25, K-225, Site Mix20.00416126.4093.3357.59183.99183.99Sloof (SL1) 25/50, K-225, Site Mix8.0051989.0469.3342.78131.82131.82Sloof (SL1) 25/40, K-225, Site Mix10.00519111.3080.0049.36160.66160.66Sloof (SL1) 25/50, K-225, Site Mix8.0071688.3769.3342.78131.15131.15Sloof (SL2) 20/40, K-225, Site Mix12.50519139.1383.3351.42190.54190.54Sloof (SL2) 20/40, K-225, Site Mix12.5041678.9083.3351.42130.32130.32Sloof (SL3) 20/40, K-225, Site Mix12.50419111.3083.3351.42162.72162.72Sloof (SL1) 15/30, K-225, Site Mix22.22416140.27103.7063.99204.25204.25TANGGA6Beton plat dan trap tangga4.05361385.21103.68103.68188.89188.894Balok tangga 20/25, K-225, Ready Mix13.9916.51314.659.635.9420.59287.98PLAT LANTAIPlat lantai tebal 12 cm besi 2 lapis jarak 208.331.0010114.35- 0114.35114.35Plat lantai tebal 10 cm besi 1 lapis jarak 2010.001.001068.49- 068.4968.49Plat lantai tebal 12 cm besi 2 lapis jarak 158.331.0010148.63- 0148.63148.63Plat lantai tebal 12 cm besi 2 lapis jarak 17,58.331.0010129.04- 0129.04129.04

05 DINDINGHARGA SATUANNO.URAIANKOEF.SAT.JUMLAHPEKERJAAN DINDING1 m2-Pas.Batu bata, t = 1 / 2 bata ad. 1 : 2Pasir pasang0.0380m3271,700.0010,324.60Bata merah75.0000bh429.0032,175.00Semen PC ( 50 kg )0.4700zak77,506.0036,427.82Pekerja0.3600hr92,950.0033,462.00Tukang batu0.1875hr92,950.0017,428.13Mandor0.0155hr114,400.001,773.20Alat bantu4.0000set1,000.004,000.00JUMLAH135,590.75BahanUpahAlatDIBULATKAN135,590.0078,927.4252,663.334,000.001 m2-Pas.Batu bata, t = 1 / 2 bata ad. 1 : 3Pasir pasang0.0430m3271,700.0011,683.10Bata merah75.0000bh429.0032,175.00Semen PC ( 50 kg )0.3600zak77,506.0027,902.16Pekerja0.3600hr92,950.0033,462.00Tukang batu0.1875hr92,950.0017,428.13Mandor0.0155hr114,400.001,773.20Alat bantu4.0000set1,000.004,000.00JUMLAH128,423.58BahanUpahAlatDIBULATKAN128,423.0071,760.2652,663.334,000.001 m2-Pas.Batu bata, t = 1 / 2 bata ad. 1 : 4Pasir pasang0.0460m3271,700.0012,498.20Bata merah75.0000bh429.0032,175.00Semen PC ( 50 kg )0.2900zak77,506.0022,476.74Pekerja0.3600hr92,950.0033,462.00Tukang batu0.1875hr92,950.0017,428.13Mandor0.0155hr114,400.001,773.20Alat bantu4.0000set1,000.004,000.00JUMLAH123,813.27BahanUpahAlatDIBULATKAN123,813.0067,149.9452,663.334,000.001 m2-Pas.Batu bata, t = 1 bata ad. 1 : 4Pasir pasang0.0800m3271,700.0021,736.00Bata merah140.0000bh429.0060,060.00Semen PC ( 50 kg )0.5500zak77,506.0042,628.30Pekerja0.3600hr92,950.0033,462.00Tukang batu0.1875hr92,950.0017,428.13Mandor0.0155hr114,400.001,773.20Alat bantu4.0000set1,000.004,000.00JUMLAH181,087.63BahanUpahAlatDIBULATKAN181,087.00124,424.3052,663.334,000.001 m2-Pas.Batu bata, t = 1 / 2 bata ad. 1 : 5Pasir pasang0.0480m3271,700.0013,041.60Bata merah75.0000bh429.0032,175.00Semen PC ( 50 kg )0.2400zak77,506.0018,601.44Pekerja0.3600hr92,950.0033,462.00Tukang batu0.1875hr92,950.0017,428.13Mandor0.0155hr114,400.001,773.20Alat bantu4.0000set1,000.004,000.00JUMLAH120,481.36BahanUpahAlatDIBULATKAN120,481.0063,818.0452,663.334,000.001 m2-Pas.Batako beton ad. 1 : 2Pasir pasang0.0130m3271,700.003,532.10Batako beton 20 / 4013.0000bh2,502.5032,532.50Semen PC ( 50 kg )0.1570zak77,506.0012,168.44Pekerja0.2900hr92,950.0026,955.50Tukang batu0.1500hr92,950.0013,942.50Mandor0.0300hr114,400.003,432.00Alat bantu2.0000set1,000.002,000.00JUMLAH94,563.04BahanUpahAlatDIBULATKAN94,563.0048,233.0444,330.002,000.001 m2-Pas.Batako beton ad. 1 : 3Pasir pasang0.0140m3271,700.003,803.80Batako beton 20 / 4013.0000bh2,502.5032,532.50Semen PC ( 50 kg )0.1000zak77,506.007,750.60Pekerja0.2900hr92,950.0026,955.50Tukang batu0.1500hr92,950.0013,942.50Mandor0.0300hr114,400.003,432.00Alat bantu2.0000set1,000.002,000.00JUMLAH90,416.90BahanUpahAlatDIBULATKAN90,416.0044,086.9044,330.002,000.001 m2-Pas.Batako beton ad. 1 : 4Pasir pasang0.0150m3271,700.004,075.50Batako beton 20 / 4013.0000bh2,502.5032,532.50Semen PC ( 50 kg )0.1000zak77,506.007,750.60Pekerja0.2900hr92,950.0026,955.50Tukang batu0.1500hr92,950.0013,942.50Mandor0.0300hr114,400.003,432.00Alat bantu2.0000set1,000.002,000.00JUMLAH90,688.60BahanUpahAlatDIBULATKAN90,688.0044,358.6044,330.002,000.001 m2-Pas.Batako beton ad. 1 : 5Pasir pasang0.0160m3271,700.004,347.20Batako beton 20 / 4013.0000bh2,502.5032,532.50Semen PC ( 50 kg )0.0800zak77,506.006,200.48Pekerja0.2900hr92,950.0026,955.50Tukang batu0.1500hr92,950.0013,942.50Mandor0.0300hr114,400.003,432.00Alat bantu2.0000set1,000.002,000.00JUMLAH89,410.18BahanUpahAlatDIBULATKAN89,410.0043,080.1844,330.002,000.001 m2-Plesteran & acian tebal 1,5 cm ad. 1 : 2Pasir pasang0.0180m3271,700.004,890.60Semen PC ( 50 kg )0.2130zak77,506.0016,508.78Pekerja0.3000hr92,950.0027,885.00Tukang batu0.1575hr92,950.0014,639.63Mandor0.0115hr114,400.001,315.60Alat bantu2.0000set1,000.002,000.00JUMLAH67,239.60BahanUpahAlatDIBULATKAN67,239.0021,399.3843,840.232,000.001 m2-Plesteran & acian tebal 1,5 cm ad. 1 : 3Pasir pasang0.0210m3271,700.005,705.70Semen PC ( 50 kg )0.1920zak77,506.0014,881.15Pekerja0.3000hr92,950.0027,885.00Tukang batu0.1575hr92,950.0014,639.63Mandor0.0115hr114,400.001,315.60Alat bantu2.0000set1,000.002,000.00JUMLAH66,427.08BahanUpahAlatDIBULATKAN66,427.0020,586.8543,840.232,000.001 m2-Plesteran & acian tebal 1,5 cm ad. 1 : 4Pasir pasang0.0230m3271,700.006,249.10Semen PC ( 50 kg )0.1570zak77,506.0012,168.44Pekerja0.3000hr92,950.0027,885.00Tukang batu0.1575hr92,950.0014,639.63Mandor0.0115hr114,400.001,315.60Alat bantu2.0000set1,000.002,000.00JUMLAH64,257.77BahanUpahAlatDIBULATKAN64,257.0018,417.5443,840.232,000.001 m2-Plesteran & acian tebal 1,5 cm ad. 1 : 5Pasir pasang0.0240m3271,700.006,520.80Semen PC ( 50 kg )0.1240zak77,506.009,610.74Pekerja0.3000hr92,950.0027,885.00Tukang batu0.1575hr92,950.0014,639.63Mandor0.0115hr114,400.001,315.60Alat bantu2.0000set1,000.002,000.00JUMLAH61,971.77BahanUpahAlatDIBULATKAN61,971.0016,131.5443,840.232,000.001 m2-Pek.AcianSemen PC ( 50 kg )0.0800zak77,506.006,200.48Pekerja0.1430hr92,950.0013,291.85Tukang batu0.1123hr92,950.0010,438.29Mandor0.0063hr114,400.00720.72Alat bantu2.0000set1,000.002,000.00JUMLAH32,651.34BahanUpahAlatDIBULATKAN32,651.006,200.4824,450.862,000.001 m2-Pasang Dinding Rooster / Terawang, Natural, uk. 12x11x24 cm, Ad. 1Pc : 4PsRooster36.0000bh7,865.00283,140.00Pasir pasang0.0350m3271,700.009,509.50Semen PC ( 50 kg )0.2560zak77,506.0019,841.54Pekerja0.3000hr92,950.0027,885.00Tukang Batu0.1000hr92,950.009,295.00Kepala Tukang Batu0.0100hr100,100.001,001.00Mandor0.0150hr114,400.001,716.00JUMLAH352,388.04BahanUpahAlatDIBULATKAN352,388.00312,491.0439,897.00- 01 m2-Pas. Dinding glass block uk. 20x20x10 cm , ad. 1 PC : 4 psrGlass Block 20 x 20 (Kedawung)25.0000bh42,185.001,054,625.00Pasir pasang0.0350m3271,700.009,509.50Semen PC ( 50 kg )0.2560zak77,506.0019,841.54Pekerja0.3000hr92,950.0027,885.00Tukang Batu0.1000hr92,950.009,295.00Kepala Tukang Batu0.0100hr100,100.001,001.00Mandor0.0150hr114,400.001,716.00JUMLAH1,123,873.04BahanUpahAlatDIBULATKAN1,123,873.001,083,976.0439,897.00- 01 m2-Pasang Dinding Batu Tempel Palimanan Kuning, 20 x 20 cm Texture KasarBatu Tempel Palimanan1.0500m2107,250.00112,612.50Pasir pasang0.0350m3271,700.009,509.50Semen PC ( 50 kg )0.2350zak77,506.0018,213.91Pekerja0.6200hr92,950.0057,629.00Tukang batu0.3500hr92,950.0032,532.50Kepala Tukang Batu0.0350hr100,100.003,503.50Mandor0.0300hr114,400.003,432.00JUMLAH237,432.91BahanUpahAlatDIBULATKAN237,432.00140,335.9197,097.00- 01 m2-Pas. Bata Hebel / Celcon tebal = 10 cm ad. 1 : 5Pasir pasang0.0150m3271,700.004,075.50Bata Hebel / Celcon uk. 60 x 20 x 10 cm8.7500bh12,441.00108,858.75Semen PC ( 50 kg )0.1000zak77,506.007,750.60Pekerja0.2000hr92,950.0018,590.00Tukang batu0.1000hr92,950.009,295.00Mandor0.0300hr114,400.003,432.00Alat bantu1.0000set1,000.001,000.00JUMLAH153,001.85BahanUpahAlatDIBULATKAN153,001.00120,684.8531,317.001,000.00

06 ATAPHARGA SATUANNO.URAIANKOEF.SAT.JUMLAHPEKERJAAN ATAP1 m3-Kuda - kuda kayu kamper kruingKayu balok kamper kruing1.1000m38,294,000.009,123,400.00Paku 8 - 123.0000kg25,740.0077,220.00Besi pengikat kuda - kuda15.0000kg11,000.00165,000.00Pekerja5.0000hr92,950.00464,750.00Tukang kayu15.7500hr92,950.001,463,962.50Mandor1.0000hr114,400.00114,400.00JUMLAH11,408,732.50BahanUpahAlatDIBULATKAN11,408,732.009,365,620.002,043,112.50- 01 m3-Kuda - kuda kayu kamper banjarKayu balok kamper banjar1.1000m38,294,000.009,123,400.00Paku 8 - 123.0000kg25,740.0077,220.00Besi pengikat kuda - kuda15.0000kg11,000.00165,000.00Pekerja5.0000hr92,950.00464,750.00Tukang kayu15.7500hr92,950.001,463,962.50Mandor1.0000hr114,400.00114,400.00JUMLAH11,408,732.50BahanUpahAlatDIBULATKAN11,408,732.009,365,620.002,043,112.50- 01 m3-Kuda - kuda kayu merantiKayu meranti1.1000m34,933,500.005,426,850.00Paku 8 - 123.0000kg25,740.0077,220.00Besi pengikat kuda - kuda15.0000kg11,000.00165,000.00Pekerja5.0000hr92,950.00464,750.00Tukang kayu15.7500hr92,950.001,463,962.50Mandor1.0000hr114,400.00114,400.00JUMLAH7,712,182.50BahanUpahAlatDIBULATKAN7,712,182.005,669,070.002,043,112.50- 01 m2-Rangka atap ( kaso 5/7 dan reng 3/4 ) kayu merantiKayu meranti0.0180m34,933,500.0088,803.00Paku 8 - 120.1500kg25,740.003,861.00Pekerja0.1000hr92,950.009,295.00Tukang kayu0.1000hr92,950.009,295.00Mandor0.0150hr114,400.001,716.00JUMLAH112,970.00BahanUpahAlatDIBULATKAN112,970.0092,664.0020,306.00- 01 m'-Listplank 3 / 30 + 3 / 15 kayu kamper banjarPapan kayu kamper banjar0.0150m38,365,500.00125,482.50Paku 8 - 120.8000kg25,740.0020,592.00Pekerja0.2800hr92,950.0026,026.00Tukang kayu0.5600hr92,950.0052,052.00Mandor0.0720hr114,400.008,236.80JUMLAH232,389.30BahanUpahAlatDIBULATKAN232,389.00146,074.5086,314.80- 01 m'-Listplank 3 / 30 kayu kamper banjarPapan kayu kamper banjar0.0100m38,365,500.0083,655.00Paku 8 - 120.0500kg25,740.001,287.00Pekerja0.1430hr92,950.0013,291.85Tukang kayu0.2850hr92,950.0026,490.75Mandor0.0360hr114,400.004,118.40JUMLAH128,843.00BahanUpahAlatDIBULATKAN128,843.0084,942.0043,901.00- 01 m2-Atap genteng morando glasuurGenteng morando Glazur18.0000bh5,720.00102,960.00Pekerja0.1500hr92,950.0013,942.50Tukang kayu0.0790hr92,950.007,343.05Mandor0.0120hr114,400.001,372.80JUMLAH125,618.35BahanUpahAlatDIBULATKAN125,618.00102,960.0022,658.35- 01 m'-Karpusan genteng morando glasuurPasir pasang0.0320m3271,700.008,694.40Semen PC ( 50 kg )0.2200zak77,506.0017,051.32Genteng bubungan / nok3.5000bh10,725.0037,537.50Pekerja0.3000hr92,950.0027,885.00Tukang batu0.1575hr92,950.0014,639.63Mandor0.0225hr114,400.002,574.00JUMLAH108,381.85BahanUpahAlatDIBULATKAN108,381.0063,283.2245,098.63- 01 m2-Atap genteng beton (polos)Genteng beton polos18.0000bh7,150.00128,700.00Pekerja0.1500hr92,950.0013,942.50Tukang kayu0.0790hr92,950.007,343.05Mandor0.0120hr114,400.001,372.80JUMLAH151,358.35BahanUpahAlatDIBULATKAN151,358.00128,700.0022,658.35- 01 m'-Karpusan genteng betonPasir pasang0.0320m3271,700.008,694.40Semen PC ( 50 kg )0.2200zak77,506.0017,051.32Genteng bubungan / nok3.5000bh9,867.0034,534.50Pekerja0.3000hr92,950.0027,885.00Tukang batu0.1575hr92,950.0014,639.63Mandor0.0225hr114,400.002,574.00JUMLAH105,378.85BahanUpahAlatDIBULATKAN105,378.0060,280.2245,098.63- 01 m2-Pasang atap asbes gelombang 5 mmAsbes Gelombang 5 mm (180x108)cm0.9000lbr75,790.0068,211.00Paku asbes / kg0.1200kg25,740.003,088.80Pekerja0.1400hr92,950.0013,013.00Tukang Kayu0.0750hr92,950.006,971.25Kepala Tukang Kayu0.0080hr100,100.00800.80Mandor0.0080hr114,400.00915.20JUMLAH93,000.05BahanUpahAlatDIBULATKAN93,000.0071,299.8021,700.25- 01 m1-Pasang bubungan/nok stel 1.05 mAsbes Nok Stel2.1000lbr29,601.0062,162.10Paku Kayu Segala uk.6.0000kg25,740.00154,440.00Pekerja0.0840hr92,950.007,807.80Tukang Kayu0.1250hr92,950.0011,618.75Kepala Tukang Kayu0.0130hr100,100.001,301.30Mandor0.0040hr114,400.00457.60JUMLAH237,787.55BahanUpahAlatDIBULATKAN237,787.00216,602.1021,185.45- 01 kg-Konstruksi baja H - beam / WF ( termasuk plat simpul,las & zinkchromate )Zinkcchromate0.0400m2500.0020.00Besi WF ex. DN SII1.0500kg20,020.0021,021.00Pekerja0.0600hr92,950.005,577.00Tukang besi0.0045hr92,950.00418.28Mandor0.0025hr114,400.00286.00Erection1.0000kg1,000.001,000.00JUMLAH28,322.28BahanUpahAlatDIBULATKAN28,322.0021,041.006,281.281,000.001 kg-Konstruksi besi siku ( termasuk plat simpul,las & zinkchromate )Zinkcchromate0.0400m2500.0020.00Besi siku ex. DN SII1.0500kg20,735.0021,771.75Pekerja0.0600hr92,950.005,577.00Tukang besi0.0045hr92,950.00418.28Mandor0.0025hr114,400.00286.00Erection1.0000kg1,000.001,000.00JUMLAH29,073.03BahanUpahAlatDIBULATKAN29,073.0021,791.756,281.281,000.001 kg-Konstruksi gording besi ( termasuk plat simpul,las & zinkchromate )Zinkcchromate0.0400m2500.0020.00Gording besi1.0200kg20,735.0021,149.70Pekerja0.0600hr92,950.005,577.00Tukang besi0.0045hr92,950.00418.28Mandor0.0025hr114,400.00286.00Erection1.0000kg1,000.001,000.00JUMLAH28,450.98BahanUpahAlatDIBULATKAN28,450.0021,169.706,281.281,000.001 m2-Alumunium foilAlumunium foil1.0500m227,170.0028,528.50Pekerja0.0330hr92,950.003,067.35Tukang kayu0.0330hr92,950.003,067.35Mandor0.0050hr114,400.00572.00JUMLAH35,235.20BahanUpahAlatDIBULATKAN35,235.0028,528.506,706.70- 01 m'-Talang datar / jurai seng tebal 0.3 mmPapan kayu meranti 2 / 300.0096m37,321,600.0070,287.36Plat seng lebar 90 cm, tebal 0.30 mm0.5000m'48,477.0024,238.50Paku0.0150kg25,740.00386.10Pekerja0.0500hr92,950.004,647.50Tukang kayu0.1200hr92,950.0011,154.00Mandor0.0120hr114,400.001,372.80JUMLAH112,086.26BahanUpahAlatDIBULATKAN112,086.0094,911.9617,174.30- 01 m2-Pasang Atap Metal RoofAtap Metal Roof type stone4.2500lbr30,250.00128,562.50Paku asbes / kg0.1200kg25,740.003,088.80Pekerja0.1400hr92,950.0013,013.00Tukang Kayu0.1000hr92,950.009,295.00Kepala Tukang Kayu0.0080hr100,100.00800.80Mandor0.0080hr114,400.00915.20JUMLAH155,675.30BahanUpahAlatDIBULATKAN155,675.00131,651.3024,024.00- 01 m'-Pasang Nok Atap Metal RoofNok Atap Metal Roof type stone1.1000m'46,750.0051,425.00Paku asbes / kg0.1200kg25,740.003,088.80Pekerja0.1400hr92,950.0013,013.00Tukang Kayu0.1000hr92,950.009,295.00Kepala Tukang Kayu0.0080hr100,100.00800.80Mandor0.0080hr114,400.00915.20JUMLAH78,537.80BahanUpahAlatDIBULATKAN78,537.0054,513.8024,024.00- 01 m'-Pasang Lisplank GRC tebal 12 mm Profil susun lebar 30 cmGRC uk. 30 x 240 tebal = 12 mm1.0000m'47,190.0047,190.00GRC uk. 15 x 240 tebal = 12 mm1.0000m'35,750.0035,750.00Paku asbes / kg0.1200kg25,740.003,088.80Pekerja0.2800hr92,950.0026,026.00Tukang Kayu0.5600hr92,950.0052,052.00Mandor0.0720hr114,400.008,236.80JUMLAH172,343.60BahanUpahAlatDIBULATKAN172,343.0086,028.8086,314.80- 0

07 KAYUHARGA SATUANNO.URAIANKOEF.SAT.JUMLAHPEKERJAAN KAYU1 m3-Kusen kayu kamper samarindaKayu balok kamper samarinda1.1000m311,053,900.0012,159,290.00Paku3.0000kg25,740.0077,220.00Angkur10.5600kg12,584.00132,887.04Pekerja7.2000hr92,950.00669,240.00Tukang kayu25.2000hr92,950.002,342,340.00Mandor1.5600hr114,400.00178,464.00JUMLAH15,559,441.04BahanUpahAlatDIBULATKAN15,559,441.0012,369,397.043,190,044.00- 01 m3-Kusen kayu kamper banjarKayu balok kamper banjar1.0000m38,294,000.008,294,000.00Paku1.2500kg25,740.0032,175.00Angkur- 0kg12,584.00-Pekerja6.0000hr92,950.00557,700.00Tukang kayu18.0000hr92,950.001,673,100.00Mandor0.3000hr114,400.0034,320.00JUMLAH10,591,295.00BahanUpahAlatDIBULATKAN10,591,295.008,326,175.002,265,120.00- 01 m3-Kusen kayu kamper kruingKayu balok kamper kruing1.1000m38,294,000.009,123,400.00Paku3.0000kg25,740.0077,220.00Angkur- 0kg12,584.00-Pekerja7.2000hr92,950.00669,240.00Tukang kayu25.2000hr92,950.002,342,340.00Mandor1.5600hr114,400.00178,464.00JUMLAH12,390,664.00BahanUpahAlatDIBULATKAN12,390,664.009,200,620.003,190,044.00- 01 m3-Kusen kayu merantiKayu balok meranti1.1000m34,933,500.005,426,850.00Paku3.0000kg25,740.0077,220.00Angkur- 0kg12,584.00-Pekerja7.2000hr92,950.00669,240.00Tukang kayu25.2000hr61,380.001,546,776.00Mandor1.5600hr114,400.00178,464.00JUMLAH7,898,550.00BahanUpahAlatDIBULATKAN7,898,550.005,504,070.002,394,480.00- 01 m2-Daun pintu double teakwoodRangka papan kamper banjar0.0400m38,365,500.00334,620.00Teakwood 4 mm ukuran pintu1.0000lbr126,555.00126,555.00Lem putih0.3000kg16,500.004,950.00Paku triplek0.0300kg25,740.00772.20Pekerja0.4800hr92,950.0044,616.00Tukang kayu1.6000hr92,950.00148,720.00Mandor0.1840hr114,400.0021,049.60JUMLAH681,282.80BahanUpahAlatDIBULATKAN681,282.00466,897.20214,385.60- 01 m2-Daun pintu double teakwood lapis formika ( untuk KM/WC )Rangka papan kamper banjar0.0400m38,365,500.00334,620.00Teakwood 4 mm ukuran pintu1.0000lbr126,555.00126,555.00Formika0.5000lbr- 0-Lem putih0.8000kg16,500.0013,200.00Paku triplek0.0300kg25,740.00772.20Pekerja0.4800hr92,950.0044,616.00Tukang kayu1.6000hr92,950.00148,720.00Mandor0.1840hr114,400.0021,049.60JUMLAH689,532.80BahanUpahAlatDIBULATKAN689,532.00475,147.20214,385.60- 01 m2-Daun pintu kaca polosRangka papan kamper banjar0.0300m38,365,500.00250,965.00Lem putih0.4000kg16,500.006,600.00Paku0.0300kg25,740.00772.20Kaca polos 5 mm0.9000m2107,250.0096,525.00Pekerja0.8000hr92,950.0074,360.00Tukang kayu2.0000hr92,950.00185,900.00Mandor0.2400hr114,400.0027,456.00JUMLAH642,578.20BahanUpahAlatDIBULATKAN642,578.00354,862.20287,716.00- 01 m2-Daun pintu kaca raybenRangka papan kamper banjar0.0300m38,365,500.00250,965.00Lem putih0.4000kg16,500.006,600.00Paku0.0300kg25,740.00772.20Kaca rayben 5 mm0.9000m2121,550.00109,395.00Pekerja0.8000hr92,950.0074,360.00Tukang kayu2.0000hr92,950.00185,900.00Mandor0.2400hr114,400.0027,456.00JUMLAH655,448.20BahanUpahAlatDIBULATKAN655,448.00367,732.20287,716.00- 01 m2-Daun pintu kaca esRangka papan kamper banjar0.0300m38,365,500.00250,965.00Lem putih0.4000kg16,500.006,600.00Paku0.0300kg25,740.00772.20Kaca es 5 mm0.9000m2121,550.00109,395.00Pekerja0.8000hr92,950.0074,360.00Tukang kayu2.0000hr92,950.00185,900.00Mandor0.2400hr114,400.0027,456.00JUMLAH655,448.20BahanUpahAlatDIBULATKAN655,448.00367,732.20287,716.00- 01 m2-Daun pintu panel kayu samarindaRangka papan kamper samarinda0.0440m311,053,900.00486,371.60Lem putih0.4000kg16,500.006,600.00Pekerja1.2150hr92,950.00112,934.25Tukang kayu2.4300hr92,950.00225,868.50Mandor0.2590hr114,400.0029,629.60JUMLAH861,403.95BahanUpahAlatDIBULATKAN861,403.00492,971.60368,432.35- 01 m2-Daun pintu panel kayu banjarRangka papan kamper banjar0.0440m38,365,500.00368,082.00Lem putih0.4000kg16,500.006,600.00Pekerja1.2150hr92,950.00112,934.25Tukang kayu2.4300hr92,950.00225,868.50Mandor0.2590hr114,400.0029,629.60JUMLAH743,114.35BahanUpahAlatDIBULATKAN743,114.00374,682.00368,432.35- 01 m2-Daun pintu panel kayu merantiRangka papan kamper meranti0.0440m37,321,600.00322,150.40Lem putih0.4000kg16,500.006,600.00Pekerja1.2150hr92,950.00112,934.25Tukang kayu2.4300hr92,950.00225,868.50Mandor0.2590hr114,400.0029,629.60JUMLAH697,182.75BahanUpahAlatDIBULATKAN697,182.00328,750.40368,432.35- 01 m2-Daun pintu / jendela krepyak ( jalusi ) kamper samarindaRangka papan kamper samarinda0.0420m311,053,900.00464,263.80Lem putih0.2000kg16,500.003,300.00Pekerja1.0000hr92,950.0092,950.00Tukang kayu3.0000hr92,950.00278,850.00Mandor0.3500hr114,400.0040,040.00JUMLAH879,403.80BahanUpahAlatDIBULATKAN879,403.00467,563.80411,840.00- 01 m2-Daun pintu / jendela krepyak ( jalusi ) kamper banjarRangka papan kamper banjar0.0420m38,365,500.00351,351.00Lem putih0.2000kg16,500.003,300.00Pekerja1.0000hr92,950.0092,950.00Tukang kayu3.0000hr92,950.00278,850.00Mandor0.3500hr114,400.0040,040.00JUMLAH766,491.00BahanUpahAlatDIBULATKAN766,491.00354,651.00411,840.00- 0

08 LANTAIHARGA SATUANNO.URAIANKOEF.SAT.JUMLAHPEKERJAAN LANTAI1 m2-Rabat beton 7 cm + plester dan acianPasir pasang0.0030m3271,700.00815.10Pasir beton0.0330m3271,700.008,966.10Kerikil / split0.0650m3275,990.0017,939.35Semen PC ( 50 kg )0.2760zak77,506.0021,391.66Pekerja0.1150hr92,950.0010,689.25Tukang batu0.0120hr92,950.001,115.40Mandor0.0060hr114,400.00686.40JUMLAH61,603.26BahanUpahAlatDIBULATKAN61,603.0049,112.2112,491.05- 01 m2-Lantai keramik 20 x 20 ad.1 : 3Pasir pasang0.0300m3271,700.008,151.00Semen PC ( 50 kg )0.0337zak77,506.002,611.95Semen warna ( cor nat )0.0125kg17,875.00223.44Keramik 20 x 20 standar1.0500m275,361.0079,129.05Pekerja0.2816hr92,950.0026,174.72Tukang batu0.1320hr92,950.0012,269.40Mandor0.0203hr114,400.002,322.32Alat bantu0.6000set1,000.00600.00JUMLAH131,481.88BahanUpahAlatDIBULATKAN131,481.0090,115.4440,766.44600.001 m2-Lantai keramik 30 x 30 ad.1 : 3Pasir pasang0.0300m3271,700.008,151.00Semen PC ( 50 kg )0.0337zak77,506.002,611.95Semen warna ( cor nat )0.0125kg17,875.00223.44Keramik 30 x 30 standar1.0500m270,070.0073,573.50Pekerja0.2816hr92,950.0026,174.72Tukang batu0.1320hr92,950.0012,269.40Mandor0.0203hr114,400.002,322.32Alat bantu0.6000set1,000.00600.00JUMLAH125,926.33BahanUpahAlatDIBULATKAN125,926.0084,559.8940,766.44600.001 m2-Lantai keramik 40 x 40 ad.1 : 3Pasir pasang0.0300m3271,700.008,151.00Semen PC ( 50 kg )0.0337zak77,506.002,611.95Semen warna ( cor nat )0.0125kg17,875.00223.44Keramik 40 x 40 standar1.0500m290,662.0095,195.10Pekerja0.2816hr92,950.0026,174.72Tukang batu0.1320hr92,950.0012,269.40Mandor0.0203hr114,400.002,322.32Alat bantu0.6000set1,000.00600.00JUMLAH147,547.93BahanUpahAlatDIBULATKAN147,547.00106,181.4940,766.44600.001 m2-Keramik dinding 20 x 20Pasir pasang0.0380m3271,700.0010,324.60Semen PC ( 50 kg )0.0340zak77,506.002,635.20Semen warna ( cor nat )0.0125kg17,875.00223.44Keramik 20 x 20 standar1.0500m275,361.0079,129.05Pekerja0.2620hr92,950.0024,352.90Tukang batu0.2760hr92,950.0025,654.20Mandor0.0263hr114,400.003,008.72Alat bantu0.6000set1,000.00600.00JUMLAH145,928.11BahanUpahAlatDIBULATKAN145,928.0092,312.2953,015.82600.001 m2-Keramik dinding 20x25Pasir pasang0.0380m3271,700.0010,324.60Semen PC ( 50 kg )0.0340zak77,506.002,635.20Semen warna ( cor nat )0.0125kg17,875.00223.44Keramik 20/251.0500m273,645.0077,327.25Pekerja0.2620hr92,950.0024,352.90Tukang batu0.2760hr92,950.0025,654.20Mandor0.0263hr114,400.003,008.72Alat bantu0.6000set1,000.00600.00JUMLAH144,126.31BahanUpahAlatDIBULATKAN144,126.0090,510.4953,015.82600.001 m1-Plint keramik standarPasir pasang0.0030m3271,700.00815.10Semen PC ( 50 kg )0.0353zak77,506.002,735.96Plint keramik standar0.1100m270,070.007,707.70Semen warna ( cor nat )0.0500kg17,875.00893.75Pekerja0.4000hr92,950.0037,180.00Tukang batu0.1300hr92,950.0012,083.50Mandor0.0260hr114,400.002,974.40Alat bantu0.6000set1,000.00600.00JUMLAH64,990.41BahanUpahAlatDIBULATKAN64,990.0012,152.5152,237.90600.001 m1-Plint kayu standarRangka papan kamper banjar0.0016m38,365,500.0013,384.80Paku segala ukuran0.1000kg25,740.002,574.00Pekerja0.4000hr92,950.0037,180.00Tukang kayu0.1300hr92,950.0012,083.50Mandor0.0260hr114,400.002,974.40Alat bantu0.6000set1,000.00600.00JUMLAH68,796.70BahanUpahAlatDIBULATKAN68,796.0015,958.8052,237.90600.001 m'-Plint keramik 10x20 dinding Kamar mandiPasir pasang0.0030m3271,700.00815.10Semen PC ( 50 kg )0.0353zak77,506.002,735.96Plint keramik standar5.0000bh7,700.0038,500.00Semen warna ( cor nat )0.0500kg17,875.00893.75Pekerja0.0400hr92,950.003,718.00Tukang batu0.0130hr92,950.001,208.35Mandor0.0026hr114,400.00297.44Alat bantu0.0600set1,000.0060.00JUMLAH48,228.60BahanUpahAlatDIBULATKAN48,228.0042,944.815,223.7960.001 m'-Border 7x20 / Plint keramik dinding Kamar mandiPasir pasang0.0030m3271,700.00815.10Semen PC ( 50 kg )0.0353zak77,506.002,735.96Border Keramik Dinding 7/201.0000m'41,250.0041,250.00Semen warna ( cor nat )0.0500kg17,875.00893.75Pekerja0.0400hr92,950.003,718.00Tukang batu0.0130hr92,950.001,208.35Mandor0.0026hr114,400.00297.44Alat bantu0.0600set1,000.0060.00JUMLAH50,978.60BahanUpahAlatDIBULATKAN50,978.0045,694.815,223.7960.00

09 PLAFONDssHARGA SATUANNO.URAIANKOEF.SAT.JUMLAHPEKERJAAN PLAFOND1 m2-Rangka plafond gird 50 x 100 cm ( kayu meranti )Kayu meranti0.0080m34,933,500.0039,468.00Paku0.1400kg25,740.003,603.60Pekerja0.1700hr92,950.0015,801.50Tukang kayu0.2800hr92,950.0026,026.00Mandor0.0370hr114,400.004,232.80Alat bantu0.6000set1,000.00600.00JUMLAH89,731.90BahanUpahAlatDIBULATKAN89,731.0043,071.6046,060.30600.001 m2-Rangka plafond gird 50 x 100 cm ( kayu kamper banjar )Kayu kamper banjar0.0080m38,294,000.0066,352.00Paku0.1400kg25,740.003,603.60Pekerja0.1700hr92,950.0015,801.50Tukang kayu0.2800hr92,950.0026,026.00Mandor0.0370hr114,400.004,232.80Alat bantu0.6000set1,000.00600.00JUMLAH116,615.90BahanUpahAlatDIBULATKAN116,615.0069,955.6046,060.30600.001 m2-Plafond asbes 5 mm + rangka kayu merantiKayu meranti0.0080m34,933,500.0039,468.00Plat asbes semen 100 x 100 cm, t = 5 mm1.0250lbr32,890.0033,712.25Paku0.1750kg25,740.004,504.50Pekerja0.2200hr92,950.0020,449.00Tukang kayu0.3500hr92,950.0032,532.50Mandor0.0460hr114,400.005,262.40Alat bantu1.0000set1,000.001,000.00JUMLAH136,928.65BahanUpahAlatDIBULATKAN136,928.0077,684.7558,243.901,000.001 m2-Plafond gysum 9 mm + rangka kayu merantiKayu meranti0.0080m34,933,500.0039,468.00Gypsum 9 mm0.5800lbr75,790.0043,958.20Paku0.1750kg25,740.004,504.50Pekerja0.2200hr92,950.0020,449.00Tukang kayu0.3500hr92,950.0032,532.50Mandor0.0460hr114,400.005,262.40Alat bantu1.0000set1,000.001,000.00JUMLAH147,174.60BahanUpahAlatDIBULATKAN147,174.0087,930.7058,243.901,000.001 m2-Plafond triplek 4 mm + rangka kayu merantiKayu meranti0.0080m34,933,500.0039,468.00Triplek 4 mm0.3750lbr80,795.0030,298.13Paku0.1750kg25,740.004,504.50Pekerja0.2200hr92,950.0020,449.00Tukang kayu0.3500hr92,950.0032,532.50Mandor0.0460hr114,400.005,262.40Alat bantu1.0000set1,000.001,000.00JUMLAH133,514.53BahanUpahAlatDIBULATKAN133,514.0074,270.6358,243.901,000.001 m2-Plafond asbes 5 mm + rangka kayu merantiKayu meranti0.0080m34,933,500.0039,468.00Asbes 5 mm0.3750lbr75,504.0028,314.00Paku0.1750kg25,740.004,504.50Pekerja0.2200hr92,950.0020,449.00Tukang kayu0.3500hr92,950.0032,532.50Mandor0.0460hr114,400.005,262.40Alat bantu1.0000set1,000.001,000.00JUMLAH131,530.40BahanUpahAlatDIBULATKAN131,530.0072,286.5058,243.901,000.001 m2-Plafond GRC + rangka kayu merantiKayu meranti0.0080m34,933,500.0039,468.00GRC Board0.5800lbr75,790.0043,958.20Paku0.1750kg25,740.004,504.50Pekerja0.2200hr92,950.0020,449.00Tukang kayu0.3500hr92,950.0032,532.50Mandor0.0460hr114,400.005,262.40Alat bantu1.0000set1,000.001,000.00JUMLAH147,174.60DIBULATKAN147,174.001 m1-List Plafond Kayu Kamper Samarinda 5 cmList Profil Kamper 5 cm1.1000m122,880.0025,168.00Paku0.0100kg25,740.00257.40Pekerja0.0500hr92,950.004,647.50Tukang kayu0.0500hr92,950.004,647.50Kepala Tukang Kayu0.0050hr100,100.00500.50Mandor0.0030hr114,400.00343.20JUMLAH35,564.10BahanUpahAlatDIBULATKAN35,564.0025,425.4010,138.70- 01 m2-Plafond Gyptile 9 mm + rangka metal furing ( Main Tee/Cross Tee )Rangka Metal Main Tee/Cross Tee2.0833btg44,330.0092,354.17Gypsum Tile 9 mm1.3889lbr36,608.0050,844.44Clip metal4.0000bh650.002,600.00Paku Tembak0.1750kg27,885.004,879.88Tukang kayu0.3500hr92,950.0032,532.50Mandor0.0460hr114,400.005,262.40Alat bantu1.0000set1,000.001,000.00JUMLAH189,473.39BahanUpahAlatDIBULATKAN189,473.00150,678.4937,794.901,000.001 m2-Plafond GRC t=5 mm + rangka besi hollowBesi Hollow 4x40.9375btg32,175.0030,164.06GRC Board t = 5 mm0.3472lbr121,550.0042,204.860.3472222222Paku0.1750kg25,740.004,504.50Pekerja0.2200hr92,950.0020,449.00Tukang kayu0.3500hr92,950.0032,532.50Mandor0.0460hr114,400.005,262.40Alat bantu1.0000set1,000.001,000.00JUMLAH136,117.32BahanUpahAlatDIBULATKAN136,117.0076,873.4258,243.901,000.00

10 PENGECATANHARGA SATUANNO.URAIANKOEF.SAT.JUMLAHPEKERJAAN CAT1 m2-Cat dinding dalam ( ICI )Cat setara ICI - interior0.2800kg48,620.0013,613.60Roll cat + bak0.0100bh31,889.00318.89Plamur / dempul tembok0.1600kg23,100.003,696.00Ampelas0.5000lbr4,433.002,216.50Tukang cat0.2950hr92,950.0027,420.25Mandor0.0250hr114,400.002,860.00JUMLAH50,125.24BahanUpahAlatDIBULATKAN50,125.0019,844.9930,280.25- 01 m2-Cat dinding dalam ( Jotun )Cat setara jotun0.2800kg41,470.0011,611.60Roll cat + bak0.0100bh31,889.00318.89Plamur / dempul tembok0.1600kg23,309.003,729.44Ampelas0.5000lbr4,433.002,216.50Tukang cat0.2950hr92,950.0027,420.25Mandor0.0250hr114,400.002,860.00JUMLAH48,156.68BahanUpahAlatDIBULATKAN48,156.0017,876.4330,280.25- 01 m2-Cat dinding luar dengan ( ICI Weathershield )Cat setara ICI Weathershield )0.2800kg75,361.0021,101.08Roll cat + bak0.0100bh31,889.00318.89Plamur / dempul tembok0.1600kg23,309.003,729.44Ampelas0.5000lbr4,433.002,216.50Tukang cat0.2950hr92,950.0027,420.25Mandor0.0250hr114,400.002,860.00JUMLAH57,646.16BahanUpahAlatDIBULATKAN57,646.0027,365.9130,280.25- 01 m2-Cat dinding dengan VinilexCat setara Vinilex0.2800kg27,885.007,807.80Roll cat + bak0.0100bh31,889.00318.89Plamur / dempul tembok0.1600kg23,309.003,729.44Ampelas0.5000lbr4,433.002,216.50Tukang cat0.2950hr92,950.0027,420.25Mandor0.0250hr114,400.002,860.00JUMLAH44,352.88BahanUpahAlatDIBULATKAN44,352.0014,072.6330,280.25- 01 m2-Cat dinding dengan MetrolithCat setara Metrolith0.2800kg21,736.006,086.08Roll cat + bak0.0100bh31,889.00318.89Plamur / dempul tembok0.1600kg23,309.003,729.44Ampelas0.5000lbr4,433.002,216.50Tukang cat0.2950hr92,950.0027,420.25Mandor0.0250hr114,400.002,860.00JUMLAH42,631.16BahanUpahAlatDIBULATKAN42,631.0012,350.9130,280.25- 01 m2-Cat plafond setara ICICat setara ICI0.3000kg48,620.0014,586.00Roll cat + bak0.0500bh31,889.001,594.45Plamur / dempul tembok0.0450kg23,309.001,048.91Ampelas0.2000lbr4,433.00886.60Tukang cat0.3150hr92,950.0029,279.25Mandor0.0250hr114,400.002,860.00JUMLAH50,255.21BahanUpahAlatDIBULATKAN50,255.0018,115.9532,139.25- 01 m2-Cat plafond setara JotunCat setara jotun0.3000kg41,470.0012,441.00Roll cat + bak0.0500bh31,889.001,594.45Plamur / dempul tembok0.0450kg23,309.001,048.91Ampelas0.2000lbr4,433.00886.60Tukang cat0.3150hr92,950.0029,279.25Mandor0.0250hr114,400.002,860.00JUMLAH48,110.21BahanUpahAlatDIBULATKAN48,110.0015,970.9632,139.25- 01 m2-Cat besi memakai kuasCat besi / kayu setara F - Talit0.2000kg48,620.009,724.00Kuas 3"0.0500bh24,310.001,215.50Minyak cat / thiner0.1500lt26,026.003,903.90Meni besi0.1675kg37,180.006,227.65Ampelas0.4000lbr4,433.001,773.20Tukang cat0.3150hr92,950.0029,279.25Mandor0.0250hr114,400.002,860.00JUMLAH54,983.50BahanUpahAlatDIBULATKAN54,983.0022,844.2532,139.25- 01 m2-Cat kayu memakai kuasCat besi / kayu setara F - Talit0.2000kg48,620.009,724.00Kuas 3"0.0500bh24,310.001,215.50Plamir kayu0.0630kg30,030.001,891.89Meni kayu0.1670kg37,895.006,328.47Ampelas0.4000lbr4,433.001,773.20Minyak cat / thiner0.1500lt26,026.003,903.90Tukang cat0.3150hr92,950.0029,279.25Mandor0.0250hr114,400.002,860.00JUMLAH56,976.21BahanUpahAlatDIBULATKAN56,976.0024,836.9632,139.25- 0

11 SANITERHARGA SATUANNO.URAIANKOEF.SAT.JUMLAHPEKERJAAN SANITER1 unit-Closet jongkok standarPasir pasang0.1500m3271,700.0040,755.00Semen PC ( 50 kg )0.1000zak77,506.007,750.60Closet jongkok standar1.0000bh418,418.00418,418.00Pekerja0.3000hr92,950.0027,885.00Tukang batu0.2500hr92,950.0023,237.50Mandor0.1800hr114,400.0020,592.00JUMLAH538,638.10BahanUpahAlatDIBULATKAN538,638.00466,923.6071,714.50- 01 unit-Bak air fiber glass kap. 200 ltrPasir pasang0.1500m3271,700.0040,755.00Semen PC ( 50 kg )0.1000zak77,506.007,750.60Bak air fiber glass kap. 200 ltr1.0000bh467,610.00467,610.00Pekerja0.3000hr92,950.0027,885.00Tukang batu0.2500hr92,950.0023,237.50Mandor0.1800hr114,400.0020,592.00JUMLAH587,830.10BahanUpahAlatDIBULATKAN587,830.00516,115.6071,714.50- 01 bh-Floor drainFloor drain kuningan1.0000bh43,550.0043,550.00Pekerja0.0100hr92,950.00929.50Tukang batu0.1000hr92,950.009,295.00Mandor0.0050hr114,400.00572.00JUMLAH54,346.50DIBULATKAN54,346.001 bh-Kran air 1/2"Kran air 1/2 ex lokal1.0000bh51,480.0051,480.00Seal tape0.0250roll4,290.00107.25Lem pipa PVC0.1250tube10,010.001,251.25Pekerja0.0100hr92,950.00929.50Tukang batu0.1000hr92,950.009,295.00Mandor0.0050hr114,400.00572.00JUMLAH63,635.00DIBULATKAN63,635.001 unit-Pompa air jet pump + Instalasi dan pengeboranPompa air jet pump1.0000bh3,025,000.003,025,000.00Pipa PVC 1 "40.0000m'7,700.00308,000.00Pipa PVC 4 "16.0000m'45,375.00726,000.00Bocht LL-D 1" (lokal)6.0000bh27,610.00165,660.00Water moer2.0000bh66,550.00133,100.00Ongkos pengeboran1.0000ls1,500,000.001,500,000.00JUMLAH5,857,760.00DIBULATKAN5,857,760.001 unit-Water tower rangka besi sikuKonstruksi besi siku175.0000kg13,200.002,310,000.00Pondasi beton tapak K. 1750.7665m31,277,715.00979,368.55Pekerja2.5000hr92,950.00232,375.00Tukang besi3.0000hr92,950.00278,850.00Tukang batu3.0000hr92,950.00278,850.00Mandor0.3000hr114,400.0034,320.00JUMLAH4,113,763.55DIBULATKAN4,113,763.001 bh-Tangki air kapasitas 1 m3Tangki air kapasitas 1 m31.0000bh1,738,000.001,738,000.00Pekerja0.1000hr92,950.009,295.00Tukang batu0.2500hr92,950.0023,237.50Mandor0.0250hr114,400.002,860.00JUMLAH1,773,392.50DIBULATKAN1,773,392.001 unit-Septictank & Rembesan + InstalasiPas batu bata, t = 1/2 bata ad 1 : 212.5000m2135,590.001,694,875.00Pasir urug unt rembesan0.3000m3191,477.0057,443.10Koral beton unt. rembesan1.5080m3225,225.00339,639.30Plesteran dan acian trasraam ad. 1 : 311.3400m266,427.00753,282.18Plat beton penutup t = 12 cm (beton site mix K. 175)0.3600m31,277,715.00459,977.40Besi beton polos47.4000kg12,584.00596,481.60Pipa PVC 1 "0.5000m'7,700.003,850.00Pipa porous 4 "3.0000m'181,500.00544,500.00Ijuk30.0000ikt8,580.00257,400.00Pekerja2.5000hr92,950.00232,375.00Tukang batu3.0000hr92,950.00278,850.00Mandor0.0500hr114,400.005,720.00JUMLAH5,224,393.58DIBULATKAN5,224,393.001 bh-Washtafel + accessoriesWashtafel lengkap + accessories1.0000bh715,000.00715,000.00Perlengkapan1.0000set1,000.001,000.00Pekerja1.0000hr92,950.0092,950.00Tukang batu1.0000hr92,950.0092,950.00Mandor0.1000hr114,400.0011,440.00JUMLAH913,340.00DIBULATKAN913,340.001 bh-Urinoir + accessoriesUrinoir lengkap + accessories1.0000bh1,045,000.001,045,000.00Perlengkapan1.0000set1,000.001,000.00Pekerja1.0000hr92,950.0092,950.00Tukang batu1.0000hr92,950.0092,950.00Mandor0.1000hr114,400.0011,440.00JUMLAH1,243,340.00DIBULATKAN1,243,340.001 m2-Waterproofing ex Emultion MortarWaterproofing ex emultion mortar2.0000kg15,730.0031,460.00Pekerja0.1000hr92,950.009,295.00Tukang Cat0.1000hr92,950.009,295.00Mandor0.0100hr114,400.001,144.00JUMLAH51,194.00DIBULATKAN51,194.001 bh-Kitchen Zink Steinless steel 1 lubang + accessoriesKitchen Zink1.0000bh- 0- 0Perlengkapan1.0000set1,000.001,000.00Pekerja1.0000hr92,950.0092,950.00Tukang batu1.0000hr92,950.0092,950.00Mandor0.1000hr114,400.0011,440.00JUMLAH198,340.00DIBULATKAN198,340.001 unit-Kloset Duduk StandarCloset duduk standar1.0000bh4,182,750.004,182,750.00Perlengkapan0.0500bh4,182,750.00209,137.50Pekerja1.0000hr92,950.0092,950.00Tukang batu1.0000hr92,950.0092,950.00Mandor0.1000hr114,400.0011,440.00JUMLAH4,589,227.50BahanUpahAlatDIBULATKAN4,589,227.004,182,750.00197,340.00- 0

12 ASESORISHARGA SATUANNO.URAIANKOEF.SAT.JUMLAHPEKERJAAN ASESORIS1 bh-Pasang Engsel pintu nilon 4"Engsel nilon 4"1.0000bh52,767.0052,767.00Pekerja0.0150hr92,950.001,394.25Tukang kayu0.1500hr92,950.0013,942.50Mandor0.0075hr114,400.00858.00JUMLAH68,961.75BahanUpahAlatDIBULATKAN68,961.0052,767.0016,194.75- 01 bh-Pasang Engsel jendelaEngsel nilon 3"1.0000bh47,190.0047,190.00Pekerja0.0100hr92,950.00929.50Tukang kayu0.1000hr92,950.009,295.00Mandor0.0050hr114,400.00572.00JUMLAH57,986.50BahanUpahAlatDIBULATKAN57,986.0047,190.0010,796.50- 01 bh-Pasang hak anginHak angin1.0000bh21,021.0021,021.00Pekerja0.0100hr92,950.00929.50Tukang kayu0.1000hr92,950.009,295.00Mandor0.0050hr114,400.00572.00JUMLAH31,817.50BahanUpahAlatDIBULATKAN31,817.0021,021.0010,796.50- 01 bh-Pasang slot jendelaSlot jendela1.0000bh10,000.0010,000.00Pekerja0.0100hr92,950.00929.50Tukang kayu0.1000hr92,950.009,295.00Mandor0.0050hr114,400.00572.00JUMLAH20,796.50BahanUpahAlatDIBULATKAN20,796.0010,000.0010,796.50- 01 bh-Pasang kunci double slaag (SOLID)Kunci double slaag (SOLID)1.0000bh381,238.00381,238.00Pekerja0.0500hr92,950.004,647.50Tukang kayu0.2500hr92,950.0023,237.50Mandor0.0100hr114,400.001,144.00JUMLAH410,267.00BahanUpahAlatDIBULATKAN410,267.00381,238.0029,029.00- 0

13 SARANA LUARHARGA SATUANNO.URAIANKOEF.SAT.JUMLAHPEKERJAAN SARANA LUAR1 m'-Saluran buis beton 1/2 dia. 20 cmBuis beton 1/2 dia. 20 cm1.0250m'53,339.0054,672.48Pasir urug0.1200m3191,477.0022,977.24Pasir pasang0.0540m3271,700.0014,671.80Semen PC ( 50 kg )0.0270zak77,506.002,092.66Pekerja0.0750hr92,950.006,971.25Tukang batu0.0500hr92,950.004,647.50Mandor0.0125hr114,400.001,430.00JUMLAH107,462.93BahanUpahAlatDIBULATKAN107,462.0094,414.1813,048.75- 01 m2-Paving block t = 6 cmPaving block t = 6 cm K.2501.0250m270,785.0072,554.63Pasir pasang0.0250m3271,700.006,792.50Pekerja0.1500hr92,950.0013,942.50Tukang batu0.0500hr92,950.004,647.50Mandor0.0030hr114,400.00343.20JUMLAH98,280.33BahanUpahAlatDIBULATKAN98,280.0079,347.1318,933.20- 01 m2-Paving block t = 8 cmPaving block t = 8 cm K.2501.0250m283,798.0085,892.95Pasir beton0.0250m3271,700.006,792.50Pekerja0.1500hr92,950.0013,942.50Tukang batu0.0500hr92,950.004,647.50Mandor0.0030hr114,400.00343.20JUMLAH111,618.65BahanUpahAlatDIBULATKAN111,618.0092,685.4518,933.20- 01 m'-Kanstin abu - abu 10.20.40 - K.175Kanstin abu - abu 10.20.40 - K.1751.0000m244,473.0044,473.00Adukan0.0100m3972,943.009,729.43Pekerja0.0500hr92,950.004,647.50Tukang batu0.0175hr92,950.001,626.63Mandor0.00875hr114,400.001,001.00JUMLAH61,477.56BahanUpahAlatDIBULATKAN61,477.0054,202.437,275.13- 01 m'-Pagar beton precat t = 2.00 mGalian tanah pondasi0.1200m373,172.008,780.64Pasir beton0.0150m3271,700.004,075.50Batu pecah 3/40.0290m3275,990.008,003.71Semen0.2250zak77,506.0017,438.85Tinggi pagar 5 panel/ 2 m, panjang kolom 3 m, mutu beton K2251.0000m243,100.00243,100.00Pekerja0.6000hr92,950.0055,770.00Tukang batu0.3500hr92,950.0032,532.50Mandor0.0350hr114,400.004,004.00JUMLAH373,705.20BahanUpahAlatDIBULATKAN373,705.00281,398.7092,306.50- 01 m'-Pagar beton precat t = 2.40 mGalian tanah pondasi0.1200m373,172.008,780.64Pasir beton0.0150m3271,700.004,075.50Batu pecah 3/40.0290m3275,990.008,003.71Semen0.2250zak77,506.0017,438.85Tinggi pagar 6 panel/ 2.4 m, pjang kolom 3.5 m, mutu beton K2251.0000m286,000.00286,000.00Pekerja0.6000hr92,950.0055,770.00Tukang batu0.3500hr92,950.0032,532.50Mandor0.0350hr114,400.004,004.00JUMLAH416,605.20BahanUpahAlatDIBULATKAN416,605.00324,298.7092,306.50- 01 m'-Pas.Pagar Tralis BesiGalian Tanah Pondasi0.1000m373,172.007,317.20Urugan Tanah Kembali0.0250m329,629.00740.73Pas. Batu Kali 1 : 50.1875m3846,238.00158,669.63Sloof beton 15/20 K.1750.0300m36,024,724.00180,741.72Kolom beton 25/25 K.2250.0354m35,400,294.00191,260.41Kepala pagar dengan beton K.2250.0167m35,400,294.0090,004.90Pas.Batu bata 1 : 50.5000m2120,481.0060,240.50Plester + Acian1.5200m261,971.0094,195.92Pas. Batu Tempel1.0000m2237,432.00237,432.00Pengecetan Kolom1.5200m242,631.0064,799.12Besi Beton Polos dia..169.8000kg12,584.00123,323.20Besi Beton Polos dia..102.2200kg12,584.0027,936.48Besi siku L.40.40.44.8333kg20,020.0096,763.33Tombak Beton7.0000bh7,500.0052,500.00Pengelasan & Pengecetan1.0000ls55,000.0055,000.00Ongkos pasang Pagar Besi1.0000ls10,000.0010,000.00JUMLAH1,450,925.14BahanUpahAlatDIBULATKAN1,450,925.001 m'-Pas.Pintu Pagar Tralis BesiBesi Beton Polos dia..1618.0000kg12,584.00226,512.00Besi Beton Polos dia..104.9950kg12,584.0062,857.08Besi Galvanis dia. 2"4.5000m1474,474.002,135,133.00Tombak Beton54.0000bh7,500.00405,000.00Pengelasan & Pengecetan1.0000ls55,000.0055,000.00Roda Pagar0.7500bh15,000.0011,250.00Kunci Pagar0.2500bh50,000.0012,500.00Rel Besi1.3000kg10,000.0013,000.00Ongkos pasang Pagar Besi1.0000ls25,000.0025,000.00JUMLAH2,946,252.08BahanUpahAlatDIBULATKAN2,946,252.001 m'-Ralling Tangga KayuCatur kayu kamper4.0000bh50,050.00200,200.00Hand Ralling1.1000m'30,250.0033,275.00Melamin0.2000m28,800.001,760.00Dyna Bolt6.0000bh5,500.0033,000.00Pekerja0.3550hr92,950.0032,997.25Tukang0.8875hr92,950.0082,493.13Mandor0.0533hr114,400.006,091.80Alat bantu1.0000set10,000.0010,000.00JUMLAH399,817.18BahanUpahAlatDIBULATKAN399,817.00268,235.00121,582.1810,000.001 m2-Partisi double gysum 9 mm + rangka kayu meranti + List kayu papan diprofil + finish catKayu meranti0.0210m34,933,500.00103,603.50Gypsum 9 mm0.7656lbr75,790.0058,026.72Paku0.3500kg25,740.009,009.00List papan diprofil 1.6x 9 cm(atas partisi 3muka bwh 2muka )3.5714m'68,796.00245,700.00Cat dinding partisi (cat tembok)2.0000m248,156.0096,312.00Cat kayu0.3571m256,976.0020,348.57Pekerja0.2200hr92,950.0020,449.00Tukang kayu0.3500hr92,950.0032,532.50Mandor0.0460hr114,400.005,262.40Alat bantu1.0000set1,000.001,000.00JUMLAH592,243.69BahanUpahAlatDIBULATKAN592,243.00532,999.7958,243.901,000.00

14 M&a