DAFTAR BAJA DAN RUMUSDAFTAR BAJAPENAMPANG DAN BOBOT BATANG PERSEGI DAFTAR BERAT JARING KAWAT BAJA LAS (WIREMESH)DAN BATANG BULATUKURANUKURANUKURANBERATJUMLAH BERAT KAWAT (KG/M2) MENURUT SPASINYA SETIAP ARAH)KAWATdFGFGdFGFGdSPASI (MM)mmcm2kg/mcm2kg/mmmcm2kg/mcm2kg/mmmKG/M507510012515017520022525027530032550.250.200.200.1540.0991.971.320.990.790.660.560.490.440.390.360.330.3060.360.280.280.22319.617.547.555.934.50.1252.501.661.251.000.830.710.620.550.500.450.420.3870.490.380.380.303210.248.048.046.3150.1543.082.061.541.231.030.880.770.680.620.560.510.4780.640.500.500.403310.898.558.556.715.50.1873.732.491.871.491.241.070.930.830.750.680.620.5790.810.640.640.503411.589.079.087.1360.2224.442.962.221.781.481.271.110.990.890.810.740.68101.000.790.790.623512.259.629.627.556.50.265.213.472.602.081.741.491.301.161.040.950.870.80111.210.950.950.753612.9610.1710.187.9970.3026.044.033.022.422.011.731.511.341.211.101.010.93121.441.131.130.893713.6910.7510.758.447.50.3476.944.623.472.772.311.981.731.541.391.261.161.07131.691.331.331.043814.4411.3411.348.9080.3957.895.263.953.162.632.251.971.751.581.431.321.21141.961.541.541.213915.2111.9411.959.388.50.4458.915.944.453.562.972.512.231.981.781.621.481.37152.251.771.771.394016.0012.5612.579.8790.4999.996.664.993.993.332.852.502.222.001.821.661.54162.582.012.011.584217.6413.8513.8510.889.50.55611.137.425.564.453.713.182.782.472.232.021.851.71172.892.272.271.784419.3615.2015.2111.94100.61712.338.226.174.934.113.523.082.742.472.242.061.90183.242.542.542.004621.1616.6116.6213.0510.50.6813.599.066.805.444.533.883.403.022.722.472.272.09193.812.832.832.234923.0418.0918.1014.21110.74614.929.957.465.974.974.263.733.312.982.712.492.29204.003.143.142.465025.0019.6319.6415.4111.50.81516.3110.878.156.525.444.664.083.623.262.962.722.51214.413.463.462.725227.0421.2321.2416.87120.88817.7611.848.887.105.925.074.443.953.553.232.962.73224.843.803.802.985429.1622.8922.9017.98235.294.154.153.265631.3624.6224.8319.33RUMUS MENGGANTI BATANG BAJA KE JKBL245.764.524.523.555833.8426.4126.4220.74256.254.914.913.856038.0028.2628.2722.20LUAS DIA JKBL/M = LUAS DIA. RENCANA PEMBESIAN/M'Xaubesi beton lunak266.785.315.314.176228.4430.1830.1923.70aubesi beton lunak277.295.725.734.486440.9632.1532.1725.25contoh perhitungan287.646.156.164.836643,5834.1934.2126.88diketahui :41.666666666716.6666666667298.416.606.615.186846.2436.3036.3228.51besi beton biasa U-2416.6666666667309.007.077.075.557049.0038.4738.4830.21Diameter tulangan 10 mmJarak spasi 150 mmLuas dia tulangan = 5.24 cm2/m

LUAS DIA JKBL/M =5.24X24005000=2.515cm2/m'

dapat di gunakan jkbl dia 7 mm spasi 150 mm dengan luas penampang 2.57 cm2/m'> 2.515 cm2/m

berat 1m2 dia 10 mm - 150 mm = 8.22 kg (nilai tabel*2)berat 1m2 dia 7 mm - 150 mm = 4.02 kg (nilai tabel*2)

hitungankolom 15/15=0.62m3

Analisa Pembesian=1:0.1:0.1=100.00m1Beton=1m3versi 1BesiUtama=4x100.00x0.62=248.00kgBeugel=100.00:0.15=666.67bh=(0.04+0.04)x2=0.16+0.1=0.26m1=666.67x0.26x0.40=69.33kg=248.00+69.33=317.33kg

Bekisting=0.1x4x100.00=40.00m2

Sloof 10/20=0.1x0.2x42=0.84m3Balok 10/20=0.1x0.2x56.5=1.13m388Analisa Pembesian=1:0.1:0.2=50.00m11Beton=1m355BesiUtama=4x50x0.62=124.00kg5Beugel=50:0.15=333.33bh5=(0.04+0.14)x2=0.36+0.1=0.46m13=333.3333333333x0.46x0.40=61.33kg3=124.00+61.3333333333=185.33kg21.53Bekisting=(0.4+0.1)x50.00=25.00m2756.5plesteransloof=0.4x42=16.8m2balok=(0.4+0.1)x56.5=28.25m2

plat lantai 2 t =10cm=41x0.1=4.10m340Analisa Pembesian=1:0.1=10.00m1Beton=1m3

Besi=1:0.15=6.67=7btg=7x10.00x0.40=28x1=28.00kg=10.00:0.15=66.67btg66.67x0.40x1x1=26.67kg=28.00+26.67=54.67kg

Bekisting=0.1x10.00=1m2

sopi-sopi 10/15=0.1x0.15x0=0m3Analisa Pembesian=1:0.1:0.15=66.67m1Beton=1m3

BesiUtama=4x66.67x0.40=106.67kgBeugel=66.67:0.15=444.44bh=(0.04+0.09)x2=0.26+0.1=0.36m1=444.44x0.36x0.40=64.00kg=106.67+64=170.67kg

Bekisting=(0.3+0.1)x66.67=26.67m2

topi beton t =8 cm=7.225x0.08=0.58m37.2253.51.11.50.550.575Analisa Pembesian=1:0.08=12.50m1Beton=1m3

Besi=1:0.15=6.67=7btg=7x12.50x0.30=26.25x1=26.25kg=12.50:0.15=83.33btg83.33x0.30x1x1=25.00kg=26.25+25.00=51.25kg

Bekisting=0.08x12.50=1m2

RekapREKAPITULASI RENCANA ANGGARAN BIAYAPekerjaan: Rehab Rumah TinggalPemilik: Mas IpangLuas: 67 m2Lokasi: Jl. Petani PontianakTahun: 2011

NOJENIS PEKERJAANJUMLAH( RP )

1PEK. PERSIAPAN1,468,071.562PEK. PONDASI9,317,713.803PEK. STRUKTUR14,649,535.114PEK. LANTAI, DINDING DAN PLAFOND29,084,828.005PEK. ATAP13,971,619.696PEK. KUSEN9,414,688.857PEK. LISTRIK843,800.008PEK. PENGECATAN12,726,993.899PEK. LAIN-LAIN7,066,670.00

JUMLAH 98,543,920.89DIBULATKANRp98,543,000.00Terbilang : Sembilan Puluh Delapan Juta Lima Ratus Empat Puluh Tiga Ribu Rupiahpermeter persegi =Rp1,470,791.04diluar overhead89,585,382.63keuntungan pemborong8,958,538.26tanpa pengecatan85,816,927.00dibulatkanRp85,816,000.00permeter persegi1,280,835.82diluar overhead78,015,388.18keuntungan pemborong7,801,538.82

Pontianak, ...................... 2011

Dibuat oleh :CV. KARYA ENDAH LESTARI

ADITYA SAMSUREZA, ST.ARSITEK

RABRENCANA ANGGARAN BIAYA

Pekerjaan: Rehab Rumah TinggalPemilik: Mas IpangLuas: 67 m21,400,000.0093,800,000.00Lokasi: Jl. Petani PontianakTahun: 2011

VolumeHargaJumlah NoUraianKodeNilaiSatuanSatuanHarga(Rp)(Rp)123456

IPEK. PERSIAPAN1Pembersihan LokasiP.Ps. 0367.00m28,750.00586,250.002Pemasangan BowplankP.Ps. 0229.00m130,407.64881,821.56

Sub Total I1,468,071.56

IIPEK. PONDASI1Galian tanahP.T. 094.08m342,875.00174,930.000.50.10.850.50.2552Urugan Kembali5.12m314,291.6773,173.333Cerucuk Dolken 8 panjang 4 meter-64.00btg9,250.00592,000.004Urugan Pasir0.33m392,390.0030,887.820.020.270.020.060.335Pondasi Cyclop 1:3:5-3.20m3819,766.302,623,252.166Angkur 10 -44.00btg4,808.10211,556.407Sloof beton 10/200.84m36,680,850.105,611,914.088Plesteran t = 1cm16.80m220,476.20344,000.16

Sub Total II9,317,713.80

IIIPEK. STRUKTUR1Kolom 10/100.62m310,940,677.006,733,986.690.620.210.4112.5124.4236.932Ring Balok 10/201.13m37,004,910.107,915,548.413Plesteran t = 1cm65.18m220,476.201,334,638.72

Sub Total III14,649,535.11

IVPEK. LANTAI, DINDING DAN PLAFOND1Urugan Pasir6.70m392,390.00619,013.002Cor Beton Tumbuk 1:3:56.70m3725,990.504,864,136.353Lantai Keramik 30x3064.00m2169,208.7310,829,358.934Lantai Keramik 20x20 (WC)3.00m2313,276.99939,830.975Dinding Batako 15x30x7159.03m259,197.909,414,508.4370.8999.9159.034511.766Dinding Keramik 20x20 (WC)7.32m2330,325.182,417,980.326.17.327Rangka Plafond67.00m268,557.514,593,353.448Plafond GRC67.00m235,949.302,408,603.109Plesteran dinding t = 1cm310.75m220,476.206,362,958.67

Sub Total IV29,084,828.00

VPEK. ATAP1Sopi-sopi beton 10/150.14m36,945,455.331,006,396.480.14499.660.10.152Gording 5/100.12m35,224,938.00626,992.560.1280.050.133kasau dan Reng konstruksi genteng metal16.08m265,895.621,059,601.574Atap Genteng metal BJLS 3016.08m2134,695.602,165,905.255Nok bubungan atap3.00m1110,975.00332,925.006Atap Dak Beton tebal 10 cm-4.10m32,141,414.358,779,798.847Topi Beton t = 8cm0.58m32,083,552.841,204,293.54

Sub Total V13,971,619.69

VIPEK. KUSEN1Kusen 5/100.38m36,177,471.002,370,295.622.21.350.1750.6750.38372Pintu Kls I-4.00bh1,078,150.504,312,602.005.8055.10.050.140.1023Jendela Kls I -9.00bh267,008.082,403,072.6828.340.050.10.14174Ventilasi-2.00bh164,359.27328,718.556.212.70.050.120.0270.8050.0693.4540.050.1Sub Total VI9,414,688.850.850.03452.330.050.10.00951.910.050.1VIIPEK. LISTRIK1Saklar Tunggal5.00bh4,750.0023,750.002Saklar Ganda1.00bh6,950.006,950.003Stop Kontak4.00bh4,650.0018,600.004Lampu SL 18 Watt11.00bh49,500.00544,500.005Instalasi Listrik 1.00Lsm250,000.00250,000.00

Sub Total VII843,800.00

VIIIPEK. PENGECATAN1Cat Tembok310.75m238,100.0011,839,536.902Cat Kilat28.81m230,802.50887,456.991.380.470.92Sub Total VIII12,726,993.89

IXPEK. LAIN-LAIN1Engsel Pintu16.00bh33,000.00528,000.002Engsel Jendela27.00bh24,750.00668,250.003Slot Jendela 9.00bh26,015.00234,135.004Slot Pintu4.00bh34,815.00139,260.005Kunci 2 Slaagh 4.00bh184,250.00737,000.006Kloset Jongkok1.00bh137,500.00137,500.007Bak Mandi 1.00unit500,000.00500,000.008Folding gate7.50m2550,000.004,122,525.00

Sub Total IX7,066,670.00Jumlah98,543,920.891,470,804.79

AnalisaANALISA

Pekerjaan: Rehab Rumah TinggalPemilik: Mas IpangLuas: 67 m2Lokasi: Jl. Petani PontianakTahun: 2011

1m2 Membersihkan Lapangan dan Perataan (P.Ps. 03)P.Ps. 03No.URAIAN PEKERJAANSATUANHARGAKUANTITASBIAYA SATUANSATUAN( Rp. )( Rp. )123456A TENAGA1 PekerjaOH55,000.000.1005,500.002 MandorOH65,000.000.0503,250.00Jumlah8,750.00B Jumlah A8,750.00C Harga Satuan8,750.00Acuan : ABK Bangunan Gedung dan Perumahan - 6.81m1 Pengukuran dan Pemasangan Bouwplank (P.Ps. 02)P.Ps. 02No.URAIAN PEKERJAANSATUANHARGAKUANTITASBIAYA SATUANSATUAN( Rp. )( Rp. )123456A TENAGA1 Tukang KayuOH60,000.000.1006,000.002 PekerjaOH55,000.000.1005,500.003 Kepala TukangOH65,000.000.010650.004 MandorOH65,000.000.005325.00Jumlah12,475.00B BAHAN1 Kayu Pancang (Dolken) d = 6-8 cm, p = 4mBtg8,250.001.0008,250.002 PakuKg20,900.000.020418.003 Papan Kayu Kelas IIIM31,323,520.000.0079,264.64Jumlah17,932.64C Jumlah A + B30,407.64D Harga Satuan30,407.64Acuan : ABK Bangunan Gedung dan Perumahan - 6.4Menggali 1m3 Tanah Biasa sedalam 1 meter (P.T. 01)P.T. 01No.URAIAN PEKERJAANSATUANHARGAKUANTITASBIAYA SATUANSATUAN( Rp. )( Rp. )123456A TENAGA1 PekerjaOH55,000.000.75041,250.002 MandorOH65,000.000.0251,625.00Jumlah42,875.00B Jumlah A42,875.00C Harga Satuan42,875.00Acuan : SNI DT-91-0006-2007

Mengurug Kembali 1m3 Galian (P.T. 09)Mengurug kembali 1m3 galian dihitung dari 1/3 kali dari indeks pekerjaan galianP.T. 09No.URAIAN PEKERJAANSATUANHARGAKUANTITASBIAYA SATUANSATUAN( Rp. )( Rp. )123456A TENAGA1 PekerjaOH55,000.000.25013,750.002 MandorOH65,000.000.0083541.67Jumlah14,291.67B Jumlah A14,291.67C Harga Satuan14,291.67Acuan : SNI DT-91-0006-2007

Mengurug 1m3 Pasir Urug (P.T. 13)No.URAIAN PEKERJAANSATUANHARGAKUANTITASBIAYA SATUANSATUAN( Rp. )( Rp. )123456A TENAGA1 PekerjaOH55,000.000.30016,500.002 MandorOH65,000.000.010650.00Jumlah17,150.00B BAHAN1 Pasir UrugM362,700.001.20075,240.00Jumlah75,240.00C Jumlah A + B92,390.00D Harga Satuan92,390.00Acuan : SNI DT-91-0006-2007

41m3 Pekerjaan Beton Tumbuk 1Pc : 3Ps : 5Kr (P.BB. 02)No.URAIAN PEKERJAANSATUANHARGAKUANTITASBIAYA SATUANSATUAN( Rp. )( Rp. )123456A TENAGA1 PekerjaOH55,000.001.65090,750.002 Tukang OH60,000.000.25015,000.003 Kepala TukangOH65,000.000.0251,625.004 MandorOH65,000.000.0805,200.00Jumlah112,575.00B BAHAN1 Semen PC (50 kg)Kg1,400.00218.000313,484.002 Pasir PasangM362,700.000.52056,810.003 Batu Pecah 2/3 cmM3359,700.000.870243,121.50Jumlah613,415.50C Jumlah A + B725,990.50D Harga Satuan725,990.50 14. 1m3 Pekerjaan Beton Bertulang, camp. 1 PC : 2 Ps : 3 Kr (P.BB. 03)No.URAIAN PEKERJAANSATUANHARGAKUANTITASBIAYA SATUANSATUAN( Rp. )( Rp. )123456A TENAGA1 PekerjaOH55,000.002.000110,000.002 Tukang BesiOH60,000.000.35021,000.003 Kepala TukangOH65,000.000.0352,275.004 MandorOH65,000.001.00065,000.00Jumlah198,275.00

B BAHAN1 Semen PortlandKg1,400.00336.000470,400.002 PasirM362,700.000.54033,858.003 Batu Belah 1/2 cmM3407,220.000.810329,848.20Jumlah834,106.20C Jumlah A + B1,032,381.20D Harga Satuan1,032,381.20

15. 1Kg Pekerjaan Pembesian dengan Besi Polos atau Ulir (P.BB. 04)No.URAIAN PEKERJAANSATUANHARGAKUANTITASBIAYA SATUANSATUAN( Rp. )( Rp. )123456A TENAGA1 PekerjaOH55,000.000.0070385.002 Tukang BesiOH60,000.000.0070420.003 MandorOH65,000.000.000319.50Jumlah866.100.750649.58B BAHAN1 Besi Beton (polos/ulir)Kg15,510.001.050016,285.50

Jumlah16,285.50C Jumlah A + B16,935.08D Harga Satuan16,935.08

16. Pemasangan Bekisting untuk Pondasi ( m2 )PBe.06.ANo.URAIAN PEKERJAANSATUANHARGAKUANTITASBIAYASATUAN SATUAN( Rp. )( Rp. )123456ATENAGA1Tukang KayuOH60,000.000.26015,600.002Pekerja OH55,000.000.30016,500.003Kepala TukangOH65,000.000.0261,690.004MandorOH65,000.000.005325.00Jumlah34,115.00BBAHAN1Papan Kayu BekistingM31,323,520.000.04052,940.802PakuKg20,900.000.3006,270.003Minyak BekistingLtr4,500.0000.100450.00Jumlah59,660.80CJumlah A + B93,775.80DHarga Satuan93,775.80Acuan : ABK Bangunan Gedung & Perumahan utk Pek.Beton - 6.29

17. Pemasangan Bekisting untuk Lantai ( m2 )No.URAIAN PEKERJAANSATUANHARGAKUANTITASBIAYASATUAN SATUAN( Rp. )( Rp. )123456ATENAGA1Tukang KayuOH60,000.000.33019,800.002Pekerja OH55,000.000.32017,600.003Kepala TukangOH65,000.000.0332,145.004MandorOH65,000.000.006390.00Jumlah39,935.00BBAHAN1Papan Kayu BekistingM31,323,520.000.04052,940.802PakuKg20,900.000.4008,360.004Kayu Klas III uk. 4/6 tdk ketamM32,167,550.0000.01532,513.254Cerucuk dia. 6 - 8 cm / 4 mBtg8,250.006.00049,500.00Jumlah143,314.05CJumlah A + B183,249.05DHarga Satuan183,249.05Acuan : ABK Bangunan Gedung & Perumahan utk Pek.Beton - 6.29

18. Pemasangan Bekisting untuk Balok Sloof ( m2 )PBe.06.BNo.URAIAN PEKERJAANSATUANHARGAKUANTITASBIAYASATUAN SATUAN( Rp. )( Rp. )123456ATENAGA1Tukang KayuOH60,000.000.26015,600.002Pekerja OH55,000.000.30016,500.003Kepala TukangOH65,000.000.0261,690.004MandorOH65,000.000.005325.00Jumlah34,115.00BBAHAN1Papan Kayu BekistingM31,323,520.000.04559,558.402PakuKg20,900.000.3006,270.003Minyak BekistingLtr4,500.0000.100450.00Jumlah66,278.40CJumlah A + B100,393.40DHarga Satuan100,393.40Acuan : ABK Bangunan Gedung & Perumahan utk Pek.Beton - 6.29

19. Pemasangan Bekisting untuk Kolom dan Balok ( m2 )No.URAIAN PEKERJAANSATUANHARGAKUANTITASBIAYASATUAN SATUAN( Rp. )( Rp. )123456ATENAGA1Tukang KayuOH60,000.000.33019,800.002Pekerja OH55,000.000.30016,500.003Kepala TukangOH65,000.000.0332,145.004MandorOH65,000.000.006390.00Jumlah38,835.00BBAHAN1Papan Kayu BekistingM31,323,520.000.04052,940.802PakuKg20,900.000.2004,180.003Minyak BekistingLtr4,500.0000.200900.004Cerucuk dia. 6 - 8 cm / 4 mBtg8,250.002.00016,500.00Jumlah74,520.80CJumlah A + B113,355.80DHarga Satuan113,355.80Acuan : ABK Bangunan Gedung & Perumahan utk Pek.Beton - 6.29 20. Pekerjaan Beton Bertulang (G.Sub / M3)No.URAIAN PEKERJAANSATUANHARGAKUANTITASBIAYASATUAN SATUAN( Rp. )( Rp. )123456APlat Lantai Beton Bertulang t=10 cmBeton camp. 1:2:3 (PBe. 03 / M3)M31,032,381.201.001,032,381.20Bekisting (PBe.06.B x 10 M2)M2183,249.051.00183,249.05Pembesian (PBe. 04 / Kg)Kg16,935.0854.67925,784.10Jumlah2,141,414.35BKolom 15/15Beton camp. 1:2:3 (PBe. 03 / M3)M31,032,381.201.001,032,381.20Bekisting (PBe.06.B x 10 M2)M2113,355.8040.004,534,232.00Pembesian (PBe. 04 / Kg)Kg16,935.08317.335,374,063.80Jumlah10,940,677.00CSloof 15/20Beton camp. 1:2:3 (PBe. 03 / M3)M31,032,381.201.001,032,381.20Bekisting (PBe.06.B x 10 M2)M2100,393.4025.002,509,835.00Pembesian (PBe. 04 / Kg)Kg16,935.08185.333,138,633.90Jumlah6,680,850.10DBalok 15/20Beton camp. 1:2:3 (PBe. 03 / M3)M31,032,381.201.001,032,381.20Bekisting (PBe.06.B x 10 M2)M2113,355.8025.002,833,895.00Pembesian (PBe. 04 / Kg)Kg16,935.08185.333,138,633.90Jumlah7,004,910.10EPondasi Cyclope 1:3:5Beton camp. 1:3:5 (PBe. 03 / M3)M3725,990.501.00725,990.50Bekisting (PBe.06.B x 10 M2)M293,775.801.0093,775.80Jumlah819,766.30FKuda2x beton 10/15Beton camp. 1:2:3 (PBe. 03 / M3)M31,032,381.201.001,032,381.20Bekisting (PBe.06.B x 10 M2)M2113,355.8026.673,022,821.33Pembesian (PBe. 04 / Kg)Kg16,935.08170.672,890,252.80Jumlah6,945,455.33GTopi Beton t =8cmBeton camp. 1:2:3 (PBe. 03 / M3)M31,032,381.201.001,032,381.20Bekisting (PBe.06.B x 10 M2)M2183,249.051.00183,249.05Pembesian (PBe. 04 / Kg)Kg16,935.0851.25867,922.59Jumlah2,083,552.84

21. 1m2 Plasteran Siar 1Pc : 2Ps (P.Pls. 14)No.URAIAN PEKERJAANSATUANHARGAKUANTITASBIAYA SATUANSATUAN( Rp. )( Rp. )123456A TENAGA1 PekerjaOH55,000.000.1508,250.002 Tukang BatuOH60,000.000.0704,200.003 Kepala TukangOH65,000.000.007455.004 MandorOH65,000.000.008520.00Jumlah13,425.00B BAHAN1 Semen PortlandKg1,400.004.3206,048.002 PasirM362,700.000.0161,003.20Jumlah7,051.20C Jumlah A + B20,476.20D Harga Satuan20,476.20Acuan : ABK Bangunan Gedung dan Perumahan - 6.35 27. 1m2 Pasangan Batako Tebal 1/2 Bata Camp 1Pc : 4Ps (P.Dnd. 06)No.URAIAN PEKERJAANSATUANHARGAKUANTITASBIAYA SATUANSATUAN( Rp. )( Rp. )123456A TENAGA1TukangOH60,000.000.106,000.002PekerjaOH55,000.000.3217,600.003 Kepala TukangOH65,000.000.01650.004 MandorOH65,000.000.015975.00Jumlah25,225.00B BAHAN1 BatakoBh990.0022.0021,780.002 Semen PortlandKg1,400.007.50010,500.003 Pasir BetonM362,700.000.0271,692.90Jumlah33,972.90C Jumlah A + B59,197.90D Harga Satuan59,197.90Memasang 1m2 Lantai Keramik ukuran (20 x 20) cm (P.LD. 01)No.URAIAN PEKERJAANSATUANHARGAKUANTITASBIAYA SATUANSATUAN( Rp. )( Rp. )123456A TENAGA1 PekerjaOH55,000.000.70038,500.002 Tukang BatuOH60,000.000.35021,000.003 Kepala TukangOH65,000.000.0352,275.004 MandorOH65,000.000.0352,275.00Jumlah64,050.00B BAHAN1keramik 20x20Bh8,415.0026.500222,997.502 Portland Cement (PC)Kg1,400.0010.40014,560.003 Pasir PasangM358,370.000.0452,626.654 Semen WarnaKg55,820.000.16209,042.84249,226.99C Jumlah A + B313,276.99D Harga Satuan313,276.99Acuan : SNI DT 91-0012-2007

Memasang 1m2 Lantai Keramik ukuran (30 x 30) cm (P.LD. 02)No.URAIAN PEKERJAANSATUANHARGAKUANTITASBIAYA SATUANSATUAN( Rp. )( Rp. )123456A TENAGA1 PekerjaOH55,000.000.70038,500.002 Tukang BatuOH60,000.000.35021,000.003 Kepala TukangOH65,000.000.0352,275.004 MandorOH65,000.000.0352,275.00Jumlah64,050.00B BAHAN1keramik 30x30Bh6,736.6711.87079,964.232 Portland Cement (PC)Kg1,400.0010.00014,000.003 Pasir PasangM362,700.000.0452,821.504 Semen WarnaKg55,820.000.15008,373.00105,158.73C Jumlah A + B169,208.73D Harga Satuan169,208.73Acuan : SNI DT 91-0012-2007

Memasang 1 m2 dinding keramik ukuran (20 x 20) cm (P.LD. 06)No.URAIAN PEKERJAANSATUANHARGAKUANTITASBIAYA SATUANSATUAN( Rp. )( Rp. )123456A TENAGA1 PekerjaOH55,000.000.90049,500.002 Tukang BatuOH60,000.000.45027,000.003 Kepala TukangOH65,000.000.0452,925.004 MandorOH65,000.000.0452,925.00Jumlah82,350.00B BAHAN1 KeramikBh8,415.0026.500222,997.502 Portland Cement (PC)Kg1,400.009.30013,020.003 Pasir PasangM362,700.000.0181,128.604 Semen warnaKg55,820.000.194010,829.08247,975.18C Jumlah A + B330,325.18D Harga Satuan330,325.18Acuan : SNI DT 91-0012-20071m3 Pasang Pondasi Batu Belah 1Pc : 3Ps (P.PB. 01)No.URAIAN PEKERJAANSATUANHARGAKUANTITASBIAYA SATUANSATUAN( Rp. )( Rp. )123456A TENAGA1 PekerjaOH55,000.001.50082,500.002 Tukang BatuOH60,000.000.60036,000.003 Kepala TukangOH65,000.000.0603,900.004 MandorOH65,000.000.0754,875.00Jumlah127,275.00B BAHAN1 Batu Belah 15-20 cmM3256,300.001.100281,930.002 Semen PortlandKg1,400.00202.000282,800.003 PasirM362,700.000.48530,409.50Jumlah595,139.50C Jumlah A + B722,414.50D Harga Satuan722,414.50Acuan : ABK Bangunan Gedung dan Perumahan - 6.4Memasang 1m2 Rangka Langit-langit (60 x 60) cm, Kayu Kelas II atau III (P.K. 35)No.URAIAN PEKERJAANSATUANHARGAKUANTITASBIAYA SATUANSATUAN( Rp. )( Rp. )1 3456A TENAGA1 PekerjaOH55,000.000.20011,000.002 Tukang KayuOH60,000.000.30018,000.003 Kepala TukangOH65,000.000.0301,950.004 MandorOH65,000.000.010650.00Jumlah31,600.00B BAHAN1 Kaso-kaso (5x7) cmM31,946,780.000.016331,732.512 Paku 7 cm - 10 cmKg20,900.000.2505,225.00Jumlah36,957.51C Jumlah A + B68,557.51D Harga Satuan68,557.51Acuan : SNI DT 91-0011-20071m2 Langit-langit GRC (P.Pf. 05)No.URAIAN PEKERJAANSATUANHARGAKUANTITASBIAYA SATUANSATUAN( Rp. )( Rp. )123456A TENAGA1 PekerjaOH55,000.000.1005,500.002 Tukang KayuOH60,000.000.0503,000.003 Kepala TukangOH65,000.000.005325.004 MandorOH65,000.000.005325.00Jumlah9,150.00B BAHAN1 GRC Board (120 x 240 x 4)Lbr64,900.000.36423,623.602 Paku GRCKg28,870.000.1103,175.70Jumlah26,799.30C Jumlah A + B35,949.30D Harga Satuan35,949.30Acuan : ABK Bangunan Gedung dan Perumahan - 6.24Memasang 1m3 Konstruksi Gordeng, Kayu Kelas II (P.K. 27)No.URAIAN PEKERJAANSATUANHARGAKUANTITASBIAYA SATUANSATUAN( Rp. )( Rp. )123456A TENAGA1 PekerjaOH55,000.002.400132,000.002 Tukang KayuOH60,000.007.200432,000.003 Kepala TukangOH65,000.000.72046,800.004 MandorOH65,000.000.1207,800.00Jumlah618,600.00B BAHAN1 Balok Kayu Kelas II (Tidak Ketam)M33,605,580.001.1003,966,138.002 Besi StripBtg38,500.0015.000577,500.003 Paku 12 cmKg20,900.003.00062,700.00Jumlah4,606,338.00C Jumlah A + B5,224,938.00D Harga Satuan5,224,938.00Acuan : SNI DT 91-0011-20071m2 Pasang Kasau + Reng Atap Genteng Metal Kayu Kelas II (P.K. 33)No.URAIAN PEKERJAANSATUANHARGAKUANTITASBIAYA SATUANSATUAN( Rp. )( Rp. )123456A TENAGA1 PekerjaOH55,000.000.1005,500.002 Tukang KayuOH60,000.000.1006,000.003 Kepala TukangOH65,000.000.010650.004 MandorOH65,000.000.005325.00Jumlah12,475.00B BAHAN1 Kayu Kelas II (Tidak Ketam)M33,591,830.000.01450,285.622 PakuKg20,900.000.1503,135.00Jumlah53,420.62C Jumlah A + B65,895.62D Harga Satuan65,895.62Acuan : ABK Bangunan Gedung dan Perumahan - 6.351m2 Pasang Atap Genteng Metal 0.35 (P.PA. 04)
ACER: Gimana dengan koefisien atap genteng metal yang terpasang? Apakah udah sesuai dengan kondisi lapangan?No.URAIAN PEKERJAANSATUANHARGAKUANTITASBIAYA SATUANSATUAN( Rp. )( Rp. )123456A TENAGA1 PekerjaOH55,000.000.20011,000.002 Tukang kayuOH60,000.000.1006,000.003 Kepala TukangOH65,000.000.010650.004 MandorOH65,000.000.00165.00Jumlah17,715.00B BAHAN1 Genteng Metal Type CLASSIC 0.35Lbr69,630.001.620112,800.602 Paku Kg20,900.000.2004,180.00Jumlah116,980.60C Jumlah A + B134,695.60D Harga Satuan134,695.60Acuan : ABK Bangunan Gedung dan Perumahan - 6.321m1 Pasang Nok / Bumbungan Genteng Metal Stone Kotak 0.35 (P.PA. 10)No.URAIAN PEKERJAANSATUANHARGAKUANTITASBIAYA SATUANSATUAN( Rp. )( Rp. )123456A TENAGA1 PekerjaOH55,000.000.25013,750.002 Tukang kayuOH60,000.000.1509,000.003 Kepala TukangOH65,000.000.015975.004 MandorOH65,000.000.013845.00Jumlah24,570.00B BAHAN1 Nok / Bubungan Genteng Metal Stone KotakMeter85,360.001.00085,360.002 Paku 1/2" - 1" Kg20,900.000.0501,045.00Jumlah86,405.00C Jumlah A + B110,975.00D Harga Satuan110,975.00Acuan : ABK Bangunan Gedung dan Perumahan - 6.36

1m1 Pasang Lisplank Ukuran 2 x (2 x 20cm) Kayu Kelas II (P.K. 42)No.URAIAN PEKERJAANSATUANHARGAKUANTITASBIAYA SATUANSATUAN( Rp. )( Rp. )123456A TENAGA1 PekerjaOH55,000.000.1005,500.002 Tukang KayuOH60,000.000.1006,000.003 Kepala TukangOH65,000.000.010650.004 MandorOH65,000.000.0503,250.00Jumlah15,400.00B BAHAN1 Papan Kayu Kelas II (Ketam)M36,331,160.000.008855,714.212 PakuKg20,900.000.0601,254.00Jumlah56,968.21C Jumlah A + B72,368.21D Harga Satuan72,368.21Acuan : ABK Bangunan Gedung dan Perumahan - 6.531m2 Pengecatan Tembok Baru (1 Lapis Plamir, 1 Lapis Cat Dasar, 2 Lapis Cat Penutup) Dengan Cat Mutu Baik. (P.Ct. 11)No.URAIAN PEKERJAANSATUANHARGAKUANTITASBIAYA SATUANSATUAN( Rp. )( Rp. )123456A TENAGA1 PekerjaOH55,000.000.0201,100.002 Tukang CatOH60,000.000.0633,780.003 Kepala TukangOH65,000.000.0063409.504 MandorOH65,000.000.0025162.50Jumlah5,452.00B BAHAN1 Plamur (dempul tembok)Kg29,480.000.1002,948.002 Cat Dasar tembokKg33,000.000.1203,960.003 Cat Tembok Penutup 2 xKg99,000.00
ACER: Apakah bisa pake metrolite warna induk yang ada di daftar harga bahan0.26025,740.0032,648.00C Jumlah A + B38,100.00D Harga Satuan38,100.00Acuan : ABK Bangunan Gedung dan Perumahan - 6.141m2 Pengecatan Bidang Kayu Baru (1Lapis Plamir, 1Lapis Cat Dasar, 2Lapis Cat Penutup) (P.Ct. 04)No.URAIAN PEKERJAANSATUANHARGAKUANTITASBIAYA SATUANSATUAN( Rp. )( Rp. )123456A TENAGA1 PekerjaOH55,000.000.0703,850.002 Tukang CatOH60,000.000.009540.003 Kepala TukangOH65,000.000.006390.004 MandorOH65,000.000.0025162.50Jumlah4,942.50B BAHAN1 Cat MeniKg44,220.000.2008,844.002 DempulKg27,940.000.1504,191.003 Cat Dasar Kg33,000.000.1705,610.004 Cat Kilat Penutup 2 KaliKg27,750.00
ACER: Memakai Cat Kilat0.2607,215.0025,860.00C Jumlah A + B30,802.50D Harga Satuan30,802.50Acuan : ABK Bangunan Gedung dan Perumahan - 6.8Membuat dan Memasang 1m3 Kusen Pintu dan Kusen Jendela, Kayu Kelas II (P.K. 12)No.URAIAN PEKERJAANSATUANHARGAKUANTITASBIAYA SATUANSATUAN( Rp. )( Rp. )123456A TENAGA1 PekerjaOH55,000.007.000385,000.002 Tukang KayuOH60,000.0021.0001,260,000.003 Kepala TukangOH65,000.002.100136,500.004 MandorOH65,000.000.35022,750.00Jumlah1,804,250.00B BAHAN1 Kayu Kelas 2 uk. 5/10 M33,605,580.001.2004,326,696.002 Paku 10 cmkg20,900.001.25026,125.003 Lem Kayukg20,400.001.00020,400.00Jumlah4,373,221.00C Jumlah A + B6,177,471.00D Harga Satuan6,177,471.00Acuan : SNI DT 91-0011-2007Membuat dan Memasang 1m2 Daun Pintu Panel, Kayu belian (P.K. 14)No.URAIAN PEKERJAANSATUANHARGAKUANTITASBIAYA SATUANSATUAN( Rp. )( Rp. )123456A TENAGA1 PekerjaOH55,000.001.00055,000.002 Tukang KayuOH60,000.003.000180,000.003 Kepala TukangOH65,000.000.30019,500.004 MandorOH65,000.000.0503,250.00Jumlah257,750.00B BAHAN1 Papan kayu belian ketamM316,958,370.000.040678,334.802 Lem Kayukg20,400.000.50010,200.00Jumlah688,534.80C Jumlah A + B946,284.80D Harga Satuan946,284.80Acuan : SNI DT 91-0011-2007Membuat dan Memasang 1m2 Daun Pintu Panel, Kayu Kelas I (P.K. 14)No.URAIAN PEKERJAANSATUANHARGAKUANTITASBIAYA SATUANSATUAN( Rp. )( Rp. )123456A TENAGA1 PekerjaOH55,000.001.00055,000.002 Tukang KayuOH60,000.003.000180,000.003 Kepala TukangOH65,000.000.30019,500.004 MandorOH65,000.000.0503,250.00Jumlah257,750.00B BAHAN1 Papan kayu klas I ketamM37,562,500.00
ACER: Pakai kayu klas I uk. 7/70.040302,500.002 Lem Kayukg20,400.000.50010,200.00Jumlah312,700.00C Jumlah A + B570,450.00D Harga Satuan570,450.00Acuan : SNI DT 91-0011-20071 buah pintu belian=1,788,478.2715.121 buah pintu kayu kelas I=1,078,150.50Membuat dan Memasang 1m2 Pintu dan Jendela Jalusi Kayu Kelas I (P.K. 16)No.URAIAN PEKERJAANSATUANHARGAKUANTITASBIAYA SATUANSATUAN( Rp. )( Rp. )123456A TENAGA1 PekerjaOH55,000.001.00055,000.002 Tukang KayuOH60,000.003.000180,000.003 Kepala TukangOH65,000.000.30019,500.004 MandorOH65,000.000.0503,250.00Jumlah257,750.00B BAHAN1 Papan Kayu Kelas I (Ketam)M37,562,500.000.064484,000.002 Lem Kayukg20,400.000.50010,200.00Jumlah494,200.00C Jumlah A + B751,950.00D Harga Satuan751,950.00Acuan : SNI DT 91-0011-20071 m2 Pemasangan Kaca Tebal 5mm (P.KK. 09)No.URAIAN PEKERJAANSATUANHARGAKUANTITASBIAYA SATUANSATUAN( Rp. )( Rp. )123456A TENAGA1 PekerjaOH55,000.000.015825.002 Tukang KayuOH60,000.000.1509,000.003 Kepala TukangOH65,000.000.015975.004 MandorOH65,000.000.0007548.75Jumlah10,848.75B BAHAN1 Kaca tebal 5mmM2121,000.001.100133,100.00Jumlah133,100.00C Jumlah A + B143,948.75D Harga Satuan143,948.75Acuan : ABK Bangunan Gedung dan Perumahan - 6.171 BUAH JENDELAKAYU=218,065.500.292.61KACA=48,942.580.34267,008.081 BUAH VENTILASIKAYU=149,863.640.19930.3986KACA=14,495.640.1007164,359.271 Buah Pemasangan Slot Pintu (P.KK. 07)No.URAIAN PEKERJAANSATUANHARGAKUANTITASBIAYA SATUANSATUAN( Rp. )( Rp. )123456A TENAGA1 PekerjaOH55,000.000.0201,100.002 Tukang KayuOH60,000.000.20012,000.003 Kepala TukangOH65,000.000.0201,300.004 MandorOH65,000.000.00165.00Jumlah14,465.00B BAHAN1Slot PintuBh20,350.001.00020,350.00Jumlah20,350.00C Jumlah A + B34,815.00D Harga Satuan34,815.00Acuan : ABK Bangunan Gedung dan Perumahan - 6.111 Buah Pemasangan Slot Jendela (P.KK. 07.a)No.URAIAN PEKERJAANSATUANHARGAKUANTITASBIAYA SATUANSATUAN( Rp. )( Rp. )123456A TENAGA1 PekerjaOH55,000.000.0201,100.002 Tukang KayuOH60,000.000.20012,000.003 Kepala TukangOH65,000.000.0201,300.004 MandorOH65,000.000.00165.00Jumlah14,465.00B BAHAN1Slot JendelaBh11,550.001.00011,550.00Jumlah11,550.00C Jumlah A + B26,015.00D Harga Satuan26,015.00Acuan : ABK Bangunan Gedung dan Perumahan - 6.11

harga satuanHARGA SATUAN DAN BAHAN

Pekerjaan: Rehab Rumah TinggalPemilik: Mas IpangLuas: 67 m2Lokasi: Jl. Petani PontianakTahun: 2011

NOTENAGA KERJA / MATERIALSATUANHARGA SATUAN(Rp)

AUPAH1PekerjaOrg/hari55,000.002MandorOrg/hari65,000.003Kepala TukangOrg/hari65,000.004TukangOrg/hari60,000.00

BBAHAN PENGISI1Pasir Pasang / Pasir BetonM362,700.002Pasir UrugM362,700.003Portland CementKg1,400.004Semen warnaKg55,820.005Batu Pecah uk. 1/2 cmM3407,220.006Batu Pecah uk. 1/2 - 1 cm / Agregrat KasarM3434,170.007Batu Pecah uk. 2/3 cmM3359,700.008Batako 15 x 30 x 7 cmBh990.009Keramik 20/20 Ktk50,490.0010Keramik 30 x 30 Ktk40,420.0011Batu belahM3256,300.00

CBAHAN KAYU1Kayu Belian tdk Ketam Uk. 7/7 - 4MM311,463,540.002Kayu Belian Ketam Uk. 4/8 - 4MM312,102,860.003Kayu Belian Ketam Uk. 8/8 - 4MM310,771,200.004Kayu Klas I uk. 8/8 KetamM36,660,170.005Kayu Klas II uk. 4/8 KetamM34,109,820.006Kayu Klas I uk. 5/10 ketamM311,550,000.007Kayu Klas II mabang uk 7/7 Ketam - 4mM33,591,830.008Kayu Klas II mabang uk 5/10 tdk Ketam - 4mM33,605,580.009Kayu Klas II mabang uk 5/7 tdk Ketam - 4mM31,946,780.0010Kayu Klas III uk. 4/6 tdk KetamM32,167,550.0011Papan Kayu belian KetamM316,958,370.0012Papan Kayu Klas I KetamM37,562,500.0013Papan Kayu Klas II KetamM36,331,160.0014Papan Bekisting/ Mal Kayu Klas IIIM31,323,520.0015Cerucuk dia. 8 - 10 cm - 4mBtg10,450.0016Cerucuk dia. 4 - 6 cm - 4mBtg5,630.0017Cerucuk dia 6-8 cm -4mBtg8,250.0018Alas kayu hutanBtg0.00

DBAHAN CAT1PlamurKg29,480.002Minyak CatLtr27,940.003Cat KilatKg42,240.004Cat Dasar TembokKg33,000.005Cat Dasar KayuKg33,000.006Cat TembokKg99,000.007Cat Tembok biasaKg71,500.008Dempul Kg27,940.009AmplasLembar2,750.0010VernisLtr37,620.0011MelamicLtr56,540.00

EBAHAN BESI DAN ALUMINIUM1Beugel platbh38,500.002Paku campurKg20,900.003Besi BetonKg15,510.004Kawat BetonKg18,700.005Paku triplek/GRCKg28,870.00

FBAHAN PENGANTUNG1Kunci 1 SlaaghBh118,250.002Kunci 2 SlaaghBh184,250.003Engsel Pintu 4"Bh33,000.004Slot JendelaBh11,550.005Slot PintuBh20,350.006Engsel Jendela 3"Bh24,750.007Handle JendelaBh16,500.008Handle PintuBh110,000.009Kait AnginBh14,850.00

GBAHAN ATAP1Genteng Metal Type Classic 0.35Lembar69,630.002Nok Bubungan Genteng MetalLembar85,360.00

HBAHAN KACA1Kaca Polos t=5mmM2121,000.00

IBAHAN TRIPLEK1GRCLembar64,900.00

JBAHAN SANITASI1Kloset Jongkok (setaraf INA)Bh137,500.002Kran Air uk. 1/2"Bh38,500.003Pipa Paralon dia. 4"Btg154,000.00

KBAHAN ALAT - ALAT LISTRIK1Stop KontakBh4,650.002Saklar GandaBh6,950.003Saklar TunggalBh4,750.005Lampu SL 18 WattBh49,500.00