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Analisa Harga Satuan Pekerjaan Source : www.ilmutekniksipil.com Pekerjaan : Lokasi : Tahun :



Harga Satuan (Rp) No



Jenis Pekerjaan



Sat



Indeks Bahan



I 6.8 SNI 03-2835-2002



6.1 SNI 03-2835-2002



6.4 SNI 03-2835-2002



Upah



Total Harga Satuan (Rp)



PEKERJAAN PERSIAPAN A. Pembersihan Lahan (m ²) Tenaga Pekerja Mandor Sub Total B. Pemasangan Pagar Sementara dari Kayu tinggi 2 m (m ¹) Bahan Dolken Kayu Ø 8-10/400 cm Semen Portland Pasir Beton Koral Beton Kayu 5/7 Paku Biasa 2"-5" Residu Tenaga Tukang Kayu Pekerja Kepala Tukang Mandor Sub Total C. Memasang Bouwplank (m ¹) Bahan Kayu 5/7 Paku Biasa 2"-5" Kayu Papan Bengkirai 3/20 Tenaga Tukang Kayu Pekerja Kepala Tukang



Oh Oh



0.100 0.050



Btg Kg M³ M³ M³ Kg Lt



1.250 2.500 0.005 0.009 0.072 0.060 0.400



Oh Oh Oh Oh



0.200 0.400 0.020 0.020



M³ Kg M³



0.012 0.020 0.007



Oh Oh Oh



0.100 0.100 0.010



36,000.00 40,000.00



25,000.00 1,050.00 125,000.00 135,000.00 1,700,000.00 10,000.00 11,000.00



3,600.00 2,000.00 5,600.00



31,250.00 2,625.00 625.00 1,215.00 122,400.00 600.00 4,400.00 47,500.00 36,000.00 45,000.00 40,000.00



1,700,000.00 10,000.00 3,541,666.00



9,500.00 14,400.00 900.00 800.00 188,715.00



20,400.00 200.00 24,791.66 47,500.00 36,000.00 45,000.00



4,750.00 3,600.00 450.00



Mandor ALS



6.5 SNI 03-2835-2002



Sub Total D. Memasang Papan Nama Proyek 80x120 cm (Bh) Bahan Kayu Meranti Paku Biasa 2"-5" Seng Lembaran 90 cm Cat kayu Semen Portland Pasir Beton Koral Beton Tenaga Tukang Kayu Tukang Batu Tukang Cat Pekerja Mandor Sub Total E. Membuat direksi keet & Gudang Sementara (m ²) Bahan Dolken Kayu Ø 8-10/400 cm Kayu 5/7 Paku Biasa 2"-5" Besi Strip Semen Portland Pasir Pasang Pasir Beton Koral Beton Bata Merah Seng Plat Jendela Nako Kaca Polos 3 mm Kunci Tanam Plywood 4 mm Tenaga Tukang Kayu Tukang Batu Pekerja Kepala Tukang Mandor Sub Total



II



PEKERJAAN TANAH



6.1



A. Galian Tanah Biasa sedalam 1 m (m ³)



Oh



0.005



Btg Kg M¹ Kg Kg M³ M³



0.035 0.600 1.400 1.500 16.800 0.027 0.041



Oh Oh Oh Oh Oh



1.000 0.018 1.000 2.100 1.005



Btg M³ Kg Kg Kg M³ M³ M³ Bh Lbr Bh M² Bh Lbr



1.250 0.180 0.850 1.100 35.000 0.150 0.100 0.150 30.000 0.250 2.0000 0.080 0.150 0.060



Oh Oh Oh Oh Oh



2.000 1.000 2.000 0.800 0.050



40,000.00



1,687,000.00 10,000.00 27,000.00 38,000.00 1,050.00 125,000.00 135,000.00



200.00 54,391.66



59,045.00 6,000.00 37,800.00 57,000.00 17,640.00 3,375.00 5,535.00 47,500.00 42,500.00 42,500.00 36,000.00 40,000.00



25,000.00 1,700,000.00 10,000.00 11,000.00 1,050.00 125,000.00 125,000.00 135,000.00 500.00 27,000.00 12,500.00 50,000.00 25,000.00 50,000.00



47,500.00 765.00 42,500.00 75,600.00 40,200.00 392,960.00



31,250.00 306,000.00 8,500.00 12,100.00 36,750.00 18,750.00 12,500.00 20,250.00 15,000.00 6,750.00 25,000.00 4,000.00 3,750.00 3,000.00 47,500.00 42,500.00 36,000.00 45,000.00 40,000.00



95,000.00 42,500.00 72,000.00 36,000.00 2,000.00 751,100.00



SNI 03-2835-2002



Tenaga Pekerja Mandor



Oh Oh



0.400 0.040



36,000.00 40,000.00



14,400.00 1,600.00 16,000.00



Oh Oh



0.192 0.019



36,000.00 40,000.00



6,912.00 760.00 7,672.00



M³



1.200



Oh Oh



0.300 0.010



M³ Kg M³



1.100 136.000 0.544



Oh Oh Oh Oh



1.500 0.600 0.060 0.075



Bh Kg M³



70.000 11.500 0.043



Oh Oh Oh Oh



0.320 0.100 0.010 0.015



Sub Total 6.9 SNI 03-2835-2002



6.11 SNI 03-2835-2002



III 6.6 SNI 03-2835-2002



IV 6.11 SNI 03-2835-2002



B. Urugan Kembali (m ³) Tenaga Pekerja Mandor Sub Total C. Urugan Pasir Bawah Pondasi (m ³) Bahan Pasir Urug Tenaga Pekerja Mandor Sub Total



100,000.00



120,000.00 36,000.00 40,000.00



10,800.00 400.00 131,200.00



PEKERJAAN PONDASI D. Pasangan Pondasi Batu Kali 1 Pc: 5 Ps (m ³) Bahan Batu Belah 15/20 cm Semen Portland Pasir Pasang Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Sub Total



85,000.00 1,050.00 125,000.00



93,500.00 142,800.00 68,000.00 36,000.00 42,500.00 45,000.00 40,000.00



54,000.00 25,500.00 2,700.00 3,000.00 389,500.00



PEKERJAAN DINDING A. Pasangan Tembok ½ Bata 1Pc:4Ps (Trasraam) (m ²) Bahan Bata Merah 5 X 11 X 22 cm Semen Portland Pasir Pasang Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Sub Total



500.00 1,050.00 125,000.00



35,000.00 12,075.00 5,375.00 36,000.00 42,500.00 45,000.00 40,000.00



11,520.00 4,250.00 450.00 600.00 69,270.00



6.15 SNI 03-2835-2002



V 6.14 SNI 03-2835-2002



6.9 SNI 03-2835-2002



VI 6.1 SNI 03-2835-2002



B. Pasangan Tembok ½ Bata 1Pc:3Kp:10Ps (m ²) Bahan Bata Merah 5 X 11 X 22 cm Semen Portland Pasir Pasang Kapur Padam Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Sub Total



Bh Kg M³ M³



70.000 4.500 0.050 0.015



Oh Oh Oh Oh



0.320 0.100 0.010 0.015



Kg M³



10.800 0.026



Oh Oh Oh Oh



0.250 0.200 0.020 0.013



Kg M³ M³



1.840 0.006 0.014



Oh Oh Oh Oh



0.200 0.150 0.015 0.010



M³



1.100



Oh



6.000



500.00 1,050.00 125,000.00 45,000.00



35,000.00 4,725.00 6,250.00 675.00 36,000.00 42,500.00 45,000.00 40,000.00



11,520.00 4,250.00 450.00 600.00 63,470.00



PEKERJAAN PLESTERAN DINDING A. Plesteran Dinding 1Pc:3Ps (m ²) tebal 20 mm Bahan Semen Portland Pasir Pasang Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Sub Total B. Plesteran Dinding 1Pc:3Kp:10Ps (m ²) tebal 15 mm Bahan Semen Portland Kapur Padam Pasir Pasang Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Sub Total



1,050.00 125,000.00



11,340.00 3,250.00 36,000.00 42,500.00 45,000.00 40,000.00



1,050.00 45,000.00 125,000.00



9,000.00 8,500.00 900.00 500.00 33,490.00



1,932.00 270.00 1,750.00 36,000.00 42,500.00 45,000.00 40,000.00



7,200.00 6,375.00 675.00 400.00 18,602.00



PEKERJAAN KAYU A. Pasang Kusen Pintu dan Jendela Kayu Jati (m ³) Bahan Kayu jati, balok Tenaga Pekerja



15,000,000.00



16,500,000.00 36,000.00



216,000.00



Tukang Kayu Kepala Tukang Mandor 6.7 SNI 03-2835-2002



ALS



6.35 SNI 03-2835-2002



6.53 SNI 03-2835-2002



Sub Total B. Pasang Pintu Panel Kayu Jati (m ²) Bahan Kayu Jati, papan Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor Sub Total C. Pasang Nook, Gording, Murplat, Nook Kayu Bengkirai (m ³) Bahan Kayu Bengkirai, balok Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor Sub Total D. Pasang Kaso+Reng Genteng Beton Kayu Borneo (m ²) Bahan Kayu Borneo, balok Paku Biasa 2"-5" Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor Sub Total E. Pasang Listplank, Reuter 2X (2X20) cm, kayu borneo (m ³) Bahan Kayu Borneo,Papan Paku Biasa 2"-5" Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor Sub Total



Oh Oh Oh



20.000 2.000 0.300



M³



0.040



Oh Oh Oh Oh



1.000 2.500 0.250 0.050



M³



1.100



Oh Oh Oh Oh



2.000 8.000 1.200 0.200



M³ Kg



0.014 0.150



Oh Oh Oh Oh



0.100 0.100 0.010 0.005



M³ Kg



0.009 0.060



Oh Oh Oh Oh



0.100 0.100 0.010 0.050



47,500.00 45,000.00 40,000.00



18,000,000.00



950,000.00 90,000.00 12,000.00 17,768,000.00



720,000.00 36,000.00 47,500.00 45,000.00 40,000.00



8,500,000.00



36,000.00 118,750.00 11,250.00 2,000.00 888,000.00



9,350,000.00 36,000.00 47,500.00 45,000.00 40,000.00



8,500,000.00 10,000.00



72,000.00 380,000.00 54,000.00 8,000.00 9,864,000.00



119,000.00 1,500.00 36,000.00 47,500.00 45,000.00 40,000.00



10,000,000.00 10,000.00



3,600.00 4,750.00 450.00 200.00 129,500.00



88,000.00 600.00 36,000.00 47,500.00 45,000.00 40,000.00



3,600.00 4,750.00 450.00 2,000.00 99,400.00



6.40 SNI 03-2835-2002



VII 6.39 SNI 03-2835-2002



6.40 SNI 03-2835-2002



F. Pasang Rangka Langit-langit 1X1 m Kayu Borneo (m ²) Bahan Kayu borneo, balok Paku biasa 2"-5" Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor Sub Total



M³ Kg



0.012 0.100



Oh Oh Oh Oh



0.150 0.250 0.025 0.075



M³ Kg Lt Kg Kg Kg M³ M³



0.270 2.000 0.600 200.000 3.000 323.000 0.520 0.780



Oh Oh Oh Oh Oh Oh



4.850 0.350 1.560 1.400 0.331 0.170



M³ Kg Lt Kg Kg Kg M³ M³ M³ Lbr



0.400 4.000 2.000 300.000 4.500 323.000 0.520 0.780 0.150 3.500



8,500,000.00 10,000.00



102,000.00 1,000.00 36,000.00 47,500.00 45,000.00 40,000.00



5,400.00 11,875.00 1,125.00 3,000.00 124,400.00



PEKERJAAN BETON A. Membuat sloof Beton Bertulang (200Kg besi+bekisting) (m ³) Bahan Kayu Terentang Paku Biasa 2"-5" Minyak Bekisting Besi Beton polos Kawat Beton Semen Portland Pasir Beton Koral Beton Tenaga Pekerja Tukang Batu Tukang Kayu Tukang Besi Kepala Tukang Mandor Sub Total B. Membuat Kolom Beton Bertulang (300Kg besi+bekisting) (m ³) Bahan Kayu Terentang Paku Biasa 2"-5" Minyak Bekisting Besi Beton polos Kawat Beton Semen Portland Pasir Beton Koral Beton Kayu Borneo Balok Plywood 9 mm



2,000,000.00 10,000.00 10,000.00 12,000.00 13,000.00 1,050.00 125,000.00 135,000.00



540,000.00 20,000.00 6,000.00 2,400,000.00 39,000.00 339,150.00 65,000.00 105,300.00 36,000.00 42,500.00 47,500.00 45,000.00 45,000.00 40,000.00



2,000,000.00 10,000.00 10,000.00 12,000.00 13,000.00 1,050.00 125,000.00 135,000.00 8,500,000.00 95,000.00



174,600.00 14,875.00 74,100.00 63,000.00 14,895.00 6,800.00 3,862,720.00



800,000.00 40,000.00 20,000.00 3,600,000.00 58,500.00 339,150.00 65,000.00 105,300.00 1,275,000.00 332,500.00



Dolken Kayu Ø 8-10/400 cm Tenaga Pekerja Tukang Batu Tukang Kayu Tukang Besi Kepala Tukang Mandor 6.46 SNI 03-2835-2002



6.46 SNI 03-2835-2002



Sub Total C. Membuat Ring Balok Beton Bertulang (10X15cm) (m ³) Bahan Kayu Albasiah Paku Biasa 2"-5" Besi Beton polos Kawat Beton Semen Portland Pasir Beton Koral Beton Tenaga Pekerja Tukang Batu Tukang Kayu Tukang Besi Kepala Tukang Mandor Sub Total D. Membuat Kuda-Kuda Beton Bertulang (10X15cm) (m ³) Bahan Kayu Albasiah Paku Biasa 2"-5" Besi Beton polos Kawat Beton Semen Portland Pasir Beton Koral Beton Tenaga Pekerja Tukang Batu Tukang Kayu Tukang Besi Kepala Tukang Mandor



Btg



20.000



Oh Oh Oh Oh Oh Oh



7.300 0.350 3.300 2.100 0.570 0.250



M³ Kg Kg Kg Kg M³ M³



0.003 0.020 3.600 0.050 5.500 0.009 0.015



Oh Oh Oh Oh Oh Oh



0.100 0.033 0.033 0.033 0.010 0.005



M³ Kg Lt Kg Kg Kg M³



0.003 0.020 3.600 0.050 5.500 0.009 0.015



Oh Oh Oh Oh Oh Oh



0.100 0.033 0.033 0.033 0.010 0.005



25,000.00



500,000.00 36,000.00 42,500.00 47,500.00 45,000.00 45,000.00 40,000.00



3,000,000.00 10,000.00 13,000.00 13,000.00 1,050.00 125,000.00 135,000.00



262,800.00 14,875.00 156,750.00 94,500.00 25,650.00 10,000.00 7,700,025.00



9,000.00 200.00 46,800.00 650.00 5,775.00 1,125.00 2,025.00 36,000.00 42,500.00 47,500.00 45,000.00 45,000.00 40,000.00



3,000,000.00 10,000.00 13,000.00 13,000.00 1,050.00 125,000.00 135,000.00



3,600.00 1,402.50 1,567.50 1,485.00 450.00 200.00 74,280.00



9,000.00 200.00 46,800.00 650.00 5,775.00 1,125.00 2,025.00 36,000.00 42,500.00 47,500.00 45,000.00 45,000.00 40,000.00



3,600.00 1,402.50 1,567.50 1,485.00 450.00 200.00



6.5 SNI 03-2835-2002



6.25 SNI 03-2835-2002



6.32 SNI 03-2835-2002



VIII 6.4 SNI 03-2835-2002



Sub Total E. Membuat Plat Beton 1Pc:2Ps:3Kr (m ³) Bahan Semen Portland Pasir Beton Koral Beton Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Sub Total F. Pembesian Besi Polos dan Ulir plat beton(Kg) Bahan Besi Beton (Polos/Ulir) Kawat Beton Tenaga Pekerja Tukang Besi Kepala Tukang Mandor Sub Total G. Pasang Bekisting untuk Plat Beton (m ²) Bahan Kayu Terentang Paku Biasa 2"-5" Minyak Bekisting Balok Kayu borneo Plywood tebal 9 mm Dolken Kayu galam Ø 8-10/4 m Tenaga Pekerja Tukang kayu Kepala Tukang Mandor Sub Total



74,280.00



Kg M³ M³



232.000 0.520 0.780



Oh Oh Oh Oh



1.650 0.250 0.025 0.080



Kg Kg



1.050 0.015



Oh Oh Oh Oh



0.007 0.007 0.001 0.000



M³ Kg Lt M³ Lbr Btg



0.040 0.400 0.200 0.015 0.350 6.000



Oh Oh Oh Oh



0.320 0.330 0.033 0.006



Bh Kg



5.000 8.000



1,050.00 125,000.00 135,000.00



243,600.00 65,000.00 105,300.00 36,000.00 42,500.00 45,000.00 40,000.00



12,000.00 13,000.00



59,400.00 10,625.00 1,125.00 3,200.00 488,250.00



12,600.00 195.00 36,000.00 45,000.00 45,000.00 40,000.00



2,000,000.00 10,000.00 10,000.00 8,500,000.00 95,000.00 25,000.00



252.00 315.00 31.50 12.00 13,405.50



80,000.00 4,000.00 2,000.00 127,500.00 33,250.00 150,000.00 36,000.00 47,500.00 45,000.00 40,000.00



11,520.00 15,675.00 1,485.00 240.00 425,670.00



PEKERJAAN PENUTUP ATAP A. Pasang Genteng Bubung Palentong (m ¹) Bahan Genteng Bubung Palentong Semen Portland



7,500.00 1,050.00



37,500.00 8,400.00



Pasir Pasang Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor 6.30 SNI 03-2835-2002



IX 6.19 SNI 03-2835-2002



6.1 SNI 03-2835-2002



X Pek Tanah 6.11



Sub Total B. Pasang Atap Genteng Beton (m ²) Bahan Genteng Beton Paku Biasa 2" - 5" Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor Sub Total



M3



0.032



Oh Oh Oh Oh



0.400 0.200 0.020 0.002



Bh Kg



11.000 0.030



Oh Oh Oh Oh



0.200 0.100 0.010 0.010



M¹ Kg



1.100 0.010



Oh Oh Oh Oh



0.050 0.050 0.005 0.003



M² Kg



1.100 0.010



Oh Oh Oh Oh



0.030 0.070 0.007 0.002



125,000.00



4,000.00 36,000.00 47,500.00 45,000.00 40,000.00



5,500.00 10,000.00



14,400.00 9,500.00 900.00 80.00 74,780.00



60,500.00 300.00 36,000.00 47,500.00 45,000.00 40,000.00



7,200.00 4,750.00 450.00 400.00 73,600.00



PEKERJAAN PLAFON A. Pasang List Langit-langit Kayu Profil (m ¹) Bahan Kayu Profil Paku plafon Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor Sub Total B. Langit-langit Asbes (m ²) Bahan Pelat Asbes tebal 6mm Paku plafon Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor Sub Total



PEKERJAAN PENUTUP LANTAI DAN DINDING A. Pekerjaan Urug Pasir Bawah Lantai (m ³)



3,333.33 10,000.00



3,666.67



36,000.00 47,500.00 45,000.00 40,000.00



32,000.00 10,000.00



1,800.00 2,375.00 225.00 120.00 8,186.67



35,200.00



36,000.00 47,500.00 45,000.00 40,000.00



1,080.00 3,325.00 315.00 60.00 39,980.00



SNI 03-2835-2002



6.47 SNI 03-2835-2002



6.42 SNI 03-2835-2002



6.3 SNI 03-2835-2002



Bahan Pasir Urug Tenaga Pekerja Tukang Gali Kepala Tukang Mandor Sub Total B. Pasang Lantai Keramik 33X33 cm (m ²) Bahan Ubin Keramik 33X33 cm Semen Portland Pasir Pasang Semen Warna Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Sub Total C. Pasang Lantai Keramik 10X20 cm (m ²) Bahan Ubin Keramik Artistik 10X20 cm Semen Portland Pasir Pasang Semen Warna Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Sub Total D. Pasang Lantai Ubin Pc Abu-Abu 20X20 cm (m ²) Bahan Ubin Abu-Abu 20X20 cm Semen Portland Pasir Pasang Tenaga Pekerja Tukang Batu Kepala Tukang Mandor



M³



1.200



Oh Oh Oh Oh



0.300 0.000 0.000 0.010



Bh Kg M³ Kg



10.000 11.380 0.042 1.500



Oh Oh Oh Oh



0.620 0.350 0.035 0.030



Bh Kg M³ Kg



50.000 11.380 0.042 1.500



Oh Oh Oh Oh



0.620 0.350 0.035 0.030



Bh Kg M³



26.500 10.400 0.014



Oh Oh Oh Oh



0.270 0.130 0.013 0.014



100,000.00



120,000.00 36,000.00 42,500.00 45,000.00 40,000.00



4,000.00 1,050.00 125,000.00 13,000.00



10,800.00 400.00 131,200.00



40,000.00 11,949.00 5,250.00 19,500.00 36,000.00 42,500.00 45,000.00 40,000.00



4,444.44 1,050.00 125,000.00 13,000.00



22,320.00 14,875.00 1,575.00 1,200.00 116,669.00



222,222.22 11,949.00 5,250.00 19,500.00 36,000.00 42,500.00 45,000.00 40,000.00



3,888.89 1,050.00 125,000.00



22,320.00 14,875.00 1,575.00 1,200.00 298,891.22



103,055.56 10,920.00 1,687.50 36,000.00 42,500.00 45,000.00 40,000.00



9,720.00 5,525.00 585.00 540.00



6.17 SNI 03-2835-2002



XI 6.2 SNI 03-2835-2002



6.5 SNI 03-2835-2002



6.6 SNI 03-2835-2002



6.12



Sub Total E. Pasang plint ubin pc abu-abu ukuran 10x30 cm (m ²) Bahan Plint Ubin 10x30 cm Semen Portland Pasir Pasang Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Sub Total



132,033.06



Bh Kg M³



3.530 1.560 0.003



Oh Oh Oh Oh



0.060 0.030 0.003 0.003



Bh



1.000



Oh Oh Oh Oh



0.010 0.500 0.010 0.005



Bh



1.000



Oh Oh Oh Oh



0.005 0.500 0.005 0.000



Bh



1.000



Oh Oh Oh Oh



0.010 0.100 0.010 0.001



2,700.00 1,050.00 125,000.00



9,531.00 1,638.00 375.00 36,000.00 42,500.00 45,000.00 40,000.00



2,160.00 1,275.00 135.00 120.00 15,234.00



PEKERJAAN KUNCI DAN KACA A. Pasang Kunci Tanam Biasa (Bh) Bahan Kunci Tanam Biasa Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor Sub Total B. Pasang Engsel pintu (Bh) Bahan Engsel Pintu Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor Sub Total C. Pasang Engsel Jendela Kupu-kupu (Bh) Bahan Engsel Jendela Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor Sub Total D. Pasang Pegangan Pintu/Door holder (Bh)



25,000.00



25,000.00 36,000.00 47,500.00 45,000.00 40,000.00



8,000.00



360.00 23,750.00 450.00 200.00 49,760.00



8,000.00 36,000.00 47,500.00 45,000.00 40,000.00



7,000.00



180.00 23,750.00 225.00 10.00 32,165.00



7,000.00 36,000.00 47,500.00 45,000.00 40,000.00



360.00 4,750.00 450.00 20.00 12,580.00



SNI 03-2835-2002



6.16 SNI 03-2835-2002



6.23 SNI 03-2835-2002



Bahan Door holder Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor Sub Total E. Pasang Kaca tebal 3 mm (m ²) Bahan Kaca tebal 3 mm Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor Sub Total F. Pasang Kaca wireglass tebal 5 mm (m ²) Bahan Kaca Wireglass 5 mm Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor Sub Total



XII



PEKERJAAN PENGECATAN



ALS



A. Pengecatan Kayu (m ²) Bahan Cat Meni Kertas Gosok Plamir Cat dasar Cat penutup 2 kali Minyak Cat Kuas 3" Tenaga Pekerja Tukang Cat Kepala Tukang Mandor



Bh



1.000



Oh Oh Oh Oh



0.050 0.500 0.050 0.003



M²



1.100



Oh Oh Oh Oh



0.015 0.150 0.015 0.001



M²



1.100



Oh Oh Oh Oh



0.015 0.150 0.015 0.001



Kg Lbr Kg Kg Kg Ltr Bh



0.200 0.400 0.150 0.170 0.260 0.150 0.050



Oh Oh Oh Oh



0.070 0.009 0.006 0.003



5,000.00



5,000.00 36,000.00 47,500.00 45,000.00 40,000.00



50,000.00



1,800.00 23,750.00 2,250.00 100.00 32,900.00



55,000.00 36,000.00 47,500.00 45,000.00 40,000.00



90,000.00



55,000.00



99,000.00 36,000.00 47,500.00 45,000.00 40,000.00



18,000.00 3,000.00 18,000.00 20,000.00 38,000.00 12,000.00 10,000.00



540.00 7,125.00 675.00 30.00 107,370.00



3,600.00 1,200.00 2,700.00 3,400.00 9,880.00 1,800.00 500.00 36,000.00 42,500.00 45,000.00 40,000.00



2,520.00 382.50 270.00 100.00



ALS



Sub Total B. Pengecatan Tembok Baru (m ²) Bahan Plamir Kertas gosok Cat Dasar Cat Penutup 2x Tenaga Pekerja Tukang Cat Kepala Tukang Mandor Sub Total



XIII



PEKERJAAN INSTALASI LISTRIK



ALS



A. Penyambungan Listrik PLN 2400 watt (LS) Penyambungan PLN B. Pemasangan Lampu SL 25 Watt (Bh) Lampu SL 25 Watt C. Pemasangan Sekering Group (Bh) Sekering Group D. Pemasangan Stop Kontak (Bh) Stop kontak E. Pemasangan Sakelar Tunggal (Bh) Sakelar Tunggal F. Pemasangan Sakelar Ganda (Bh) Sakelar Ganda



ALS ALS ALS ALS ALS



XIV 6.2 SNI 03-2835-2002



6.8 SNI 03-2835-2002



26,352.50



Kg LBR Kg Kg



0.100 1.000 0.100 0.260



Oh Oh Oh Oh



0.020 0.063 0.006 0.003



LS



1.000



2,000,000.00



2,000,000.00



Bh



1.000



30,000.00



30,000.00



Bh



1.000



17,500.00



17,500.00



Bh



1.000



12,500.00



12,500.00



Bh



1.000



17,500.00



17,500.00



Bh



1.000



12,500.00



12,500.00



90,000.00 1,050.00 125,000.00



90,000.00 6,300.00 1,250.00



12,000.00 3,000.00 35,000.00 60,000.00



1,200.00 3,000.00 3,500.00 15,600.00 36,000.00 42,500.00 45,000.00 40,000.00



720.00 2,677.50 270.00 100.00 27,067.50



PEKERJAAN SANITASI A. Memasang Kloset Jongkok Porselen (Bh) Bahan Kloset Jongkok Porselen Semen Portland Pasir Pasang Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Sub Total B. Memasang Bak Mandi Bata Bata, Vol 0.3 M ³ (Bh) Bahan



Bh Kg M3 Oh Oh Oh Oh



1.000 6.000 0.010 1.000 1.500 1.500 0.160



36,000.00 42,500.00 45,000.00 40,000.00



36,000.00 63,750.00 67,500.00 6,400.00 271,200.00



Batu Bata Semen Portland Pasir Pasang Porselen (11x11) Cm Semen Nat Tenaga Pekerja Tukang Batu Kepala Tukang Mandor 6.35 SNI 03-2835-2002



6.27 SNI 03-2835-2002



6.32 SNI 03-2835-2002



6.17



Sub Total C. Memasang Kran Air Ø ½" atau ¾" (Bh) Bahan Kran Air Sealm Tape Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Sub Total D. Memasang pipa PVC tipe AW Ø 1" (m ¹) Bahan Pipa PVC Perlengkapan 35 % harga pipa Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Sub Total E. Memasang pipa PVC tipe AW Ø 4" (m ¹) Bahan Pipa PVC Perlengkapan 35 % harga pipa Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Sub Total F. Memasang Bak kontrol Pas Batu Bata 45X45 cm (Bh)



Bh Kg M3 Bh Kg Oh Oh Oh Oh



bh Bh Oh Oh Oh Oh



m¹



Oh Oh Oh Oh



m¹



Oh Oh Oh Oh



250.000 120.000 0.300 360.000 6.000



500.00 1,050.00 125,000.00 2,500.00 13,000.00



6.000 3.000 0.300 0.300



1.000 0.500



36,000.00 42,500.00 45,000.00 40,000.00



15,000.00 1,000.00



0.010 0.100 0.010 0.005



1.200 0.350



0.081 0.135 0.014 0.004



216,000.00 127,500.00 13,500.00 12,000.00 1,635,500.00



15,000.00 500.00 36,000.00 42,500.00 45,000.00 40,000.00



6,250.00 7,500.00



0.081 0.135 0.014 0.004



1.200 0.350



125,000.00 126,000.00 37,500.00 900,000.00 78,000.00



360.00 4,250.00 450.00 200.00 20,760.00



7,500.00 2,625.00 36,000.00 42,500.00 45,000.00 40,000.00



21,250.00 25,500.00



2,916.00 5,737.50 607.50 164.00 19,550.00



25,500.00 8,925.00 36,000.00 42,500.00 45,000.00 40,000.00



2,916.00 5,737.50 607.50 164.00 43,850.00



SNI 03-2835-2002



Bahan Batu Bata Semen Portland Pasir Pasang Batu Kerikil Besi Beton Pasir Beton Tenaga Pekerja Tukang Batu Kepala Tukang Mandor



M3 Kg M3 M3 Kg M3 Oh Oh Oh Oh Sub Total



0.250 77.000 0.130 0.020 2.600 0.090 1.420 0.473 0.047 0.071



500.00 1,050.00 125,000.00 125,000.00 10,000.00 125,000.00



125.00 80,850.00 16,250.00 2,500.00 26,000.00 11,250.00 36,000.00 42,500.00 45,000.00 40,000.00



51,120.00 20,102.50 2,115.00 2,840.00 213,152.50



Rencanana Anggaran Biaya Pekerjaan : Lokasi : Tahun :



No



Jenis Pekerjaan



Satuan



Volume



Harga Satuan (Rp)



Jumlah Harga Total Harga (Rp) (Rp)



A 1 2 3 4 5 6 7 8 9



PEKERJAAN PERSIAPAN Pembersihan Lahan Pemasangan Pagar Sementara dari Kayu tinggi 2 m Memasang Bouwplank Memasang Papan Nama Proyek 80x120 cm Membuat direksi keet & Gudang Sementara Listrik dan Air Kerja Mob & Demob Alat Tes Material Baja dan Beton Rambu - rambu lalu lintas dan keselamatan Kerja



m² m¹ m¹ Bh m² Ls Ls Ls Ls



308.120 72.740 38.000 1.000 24.000 1.000 1.000 1.000 1.000



5,600.00 188,715.00 54,391.66 392,960.00 751,100.00 2,000,000.00 2,000,000.00 1,500,000.00 750,000.00



1,725,472.00 13,727,129.10 2,066,883.16 392,960.00 18,026,400.00 2,000,000.00 2,000,000.00 1,500,000.00 750,000.00



42,188,844.26



B 1 2 3



PEKERJAAN TANAH Galian Tanah Biasa sedalam 1 m Urugan Kembali Urugan Pasir Bawah Pondasi



m³ m³ m³



52.788 13.197 3.338



16,000.00 7,672.00 131,200.00



844,608.00 101,247.38 437,945.60



C 1



PEKERJAAN PONDASI Pasangan Pondasi Batu Kali 1 Pc: 5 Ps



m³



28.369



389,500.00



11,049,725.50



D 1 2



PEKERJAAN DINDING Pasangan Tembok ½ Bata 1Pc:4Ps (Trasraam) Pasangan Tembok ½ Bata 1Pc:3Kp:10Ps



m² m²



28.947 268.532



69,270.00 63,470.00



2,005,158.69 17,043,726.04



E 1 2



PEKERJAAN PLESTERAN DINDING Plesteran Dinding 1Pc:3Ps tebal 20 mm Plesteran Dinding 1Pc:3Kp:10Ps tebal 15 mm



m² m²



29.782 396.226



33,490.00 18,602.00



997,399.18 7,370,596.05



F 1 2 3



PEKERJAAN KAYU Pasang Kusen Pintu dan Jendela Kayu Jati Pasang Pintu Panel Kayu Jati Pasang Nook, Gording, Murplat, Nook Kayu Bengkirai



m³ m² m³



1.123 25.554 1.327



17,768,000.00 888,000.00 9,864,000.00



19,953,464.00 22,691,952.00 13,089,528.00



1,383,800.98



11,049,725.50



19,048,884.73



8,367,995.23



108,056,777.50



4 5 6



Pasang Usuk+Reng Genteng Beton Kayu Bengkirai Pasang Listplank, Reuter 2X (2X20) cm, kayu bengkirai Pasang Rangka Langit-langit 1X1 m Kayu Borneo



m² m³ m²



226.307 0.355 184.725



129,500.00 99,400.00 124,400.00



29,306,756.50 35,287.00 22,979,790.00



G 1 2 3 4



PEKERJAAN BETON Membuat sloof Beton Bertulang (200Kg besi+bekisting) Membuat Kolom Beton Bertulang (300Kg besi+bekisting) Membuat Ring Balok (200Kg besi+bekisting) Membuat Kuda-Kuda Beton (200Kg besi+bekisting)



m³ m³ m³ m³



3.338 3.229 3.338 5.283



3,862,720.00 7,700,025.00 74,280.00 74,280.00



12,893,759.36 24,863,380.73 247,946.64 392,421.24



H 1 2



PEKERJAAN PENUTUP ATAP Pasang Genteng Kerpus Pasang Genteng Beton



m¹ m²



59.800 226.307



74,780.00 73,600.00



4,471,844.00 16,656,195.20



I 1 2



PEKERJAAN PLAFON Pasang List Plafon Kayu Profil Langit-langit Asbes



m¹ m²



141.500 184.725



8,186.67 39,980.00



1,158,413.33 7,385,305.50



J 1 2 3 4



PEKERJAAN PENUTUP LANTAI DAN DINDING Pekerjaan Urug Pasir Bawah Lantai Pasang Lantai Keramik 33X33 cm Pasang Lantai Keramik 10X20 cm Pasang plint ubin pc abu-abu ukuran 10x30 cm



m³ m² m² m²



12.150 123.615 5.250 15.824



131,200.00 116,669.00 298,891.22 15,234.00



1,594,080.00 14,422,038.44 1,569,178.92 241,062.82



K 1 2 3 4 5 6



PEKERJAAN KUNCI DAN KACA Pasang Kunci Tanam Biasa Pasang Engsel pintu Pasang Engsel Jendela Pasang Pegangan Pintu/Door holder Pasang Kaca tebal 3 mm Pasang Kaca wireglass tebal 5 mm



Bh Bh Bh Bh m² m²



8.000 38.000 4.000 17.000 21.472 0.900



49,760.00 32,165.00 12,580.00 32,900.00 55,000.00 107,370.00



398,080.00 1,222,270.00 50,320.00 559,300.00 1,180,960.00 96,633.00



L 1 2



PEKERJAAN PENGECATAN Pengecatan Kayu Pengecatan Tembok Baru



m² m²



254.586 410.184



26,352.50 27,067.50



6,708,977.57 11,102,655.42



M 1 2 3 4 5



PEKERJAAN INSTALASI LISTRIK Penyambungan Listrik PLN 2400 watt Pemasangan Lampu SL 25 Watt Pemasangan Sekering Group Pemasangan Stop Kontak Pemasangan Sakelar Tunggal



LS Bh Bh Bh Bh



1.000 14.000 1.000 9.000 14.000



2,000,000.00 30,000.00 17,500.00 12,500.00 17,500.00



2,000,000.00 420,000.00 17,500.00 112,500.00 245,000.00



38,397,507.97



21,128,039.20



8,543,718.83



17,826,360.17



3,507,563.00



17,811,632.99



2,970,000.00



6



Pemasangan Sakelar Ganda



Bh



14.000



12,500.00



175,000.00



N 1 2 3 4 5 6 7



PEKERJAAN SANITASI Memasang Kloset Jongkok Porselen Memasang Bak Mandi Bata Bata, Vol 0.3 m³ Memasang Kran Air Ø ½" atau ¾" Memasang pipa PVC tipe AW Ø 1" Memasang pipa PVC tipe AW Ø 4" Memasang Bak kontrol Pas Batu Bata 45X45 cm Membuat Septictank 1.5x2x2 m + Peresapan



Bh Bh Bh m¹ m¹ Bh Bh



2.000 2.000 3.000 19.650 20.470 1.000 1.000



271,200.00 1,635,500.00 20,760.00 19,550.00 43,850.00 213,152.50 2,500,000.00



542,400.00 3,271,000.00 62,280.00 384,157.50 897,609.50 213,152.50 2,500,000.00



7,870,599.50



Daftar Rekapitulasi Rencanana Anggaran Biaya Pekerjaan : Lokasi : Tahun :



No I II III IV V VI VII VIII IX X XI XII XIII XIV



Jenis Pekerjaan PEKERJAAN PERSIAPAN PEKERJAAN TANAH PEKERJAAN PONDASI PEKERJAAN DINDING PEKERJAAN PLESTERAN DINDING PEKERJAAN KAYU PEKERJAAN BETON PEKERJAAN PENUTUP ATAP PEKERJAAN PLAFON PEKERJAAN PENUTUP LANTAI DAN DINDING PEKERJAAN KUNCI DAN KACA PEKERJAAN PENGECATAN PEKERJAAN INSTALASI LISTRIK PEKERJAAN SANITASI TOTAL JUMLAH dibulatkan



Harga (Rp) Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp



42,188,844.26 1,383,800.98 11,049,725.50 19,048,884.73 8,367,995.23 108,056,777.50 38,397,507.97 21,128,039.20 8,543,718.83 17,826,360.17 3,507,563.00 17,811,632.99 2,970,000.00 7,870,599.50 300,280,850.35 300,280,000.00



Daftar Harga Bahan Pekerjaan : Lokasi : Tahun : No 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50



Bahan Dolken Kayu Ø 8-10/400 cm Semen Portland Pasir Beton Koral Beton Kayu 5/7 Paku Biasa 2"-5" Residu Kayu Papan Bengkirai 3/20 Besi Strip Pasir Pasang Seng Plat Jendela Nako 12 kaca/1m Kaca Polos 3 mm Kunci Tanam Plywood 4 mm Pasir Urug Batu Belah 15/20 cm Bata Merah 5 X 11 X 22 cm Kapur Padam Kayu jati, balok Kayu Jati, papan Kayu Bengkirai, balok Kayu Borneo, balok Kayu Borneo,Papan Kayu Meranti Kayu Terentang Minyak Bekisting Besi Beton polos Kawat Beton Kayu Albasiah Plywood tebal 9 mm Ubin Abu-Abu 20X20 cm Plint Ubin 10x30 cm Kunci Tanam Biasa Engsel Pintu Engsel Jendela Door holder Kaca Wireglass 5 mm Cat Meni Kertas Gosok kayu Plamir Cat dasar kayu Cat penutup 2 kali Minyak Cat Kuas 3" Plamir Kertas gosok tembok Cat Dasar tembok Cat Penutup 2x Kloset Jongkok Porselen



Satuan Btg Kg M³ M³ M³ Kg Lt M³ Kg M³ Lbr Bh M² Bh Lbr M³ M³ Bh M³ M³ M³ M³ M³ M³ Btg M³ Lt Kg Kg M³ Lbr Bh Bh Bh Bh Bh Bh M² Kg Lbr Kg Kg Kg Ltr Bh Kg Lbr Kg Kg Bh



Harga (Rp) Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp



25,000.00 1,050.00 125,000.00 135,000.00 1,700,000.00 10,000.00 11,000.00 3,541,666.00 11,000.00 125,000.00 27,000.00 12,500.00 50,000.00 25,000.00 50,000.00 100,000.00 85,000.00 500.00 45,000.00 15,000,000.00 18,000,000.00 8,500,000.00 8,500,000.00 10,000,000.00 1,687,000.00 2,000,000.00 10,000.00 12,000.00 13,000.00 3,000,000.00 95,000.00 3,888.89 2,700.00 25,000.00 8,000.00 7,000.00 5,000.00 90,000.00 18,000.00 3,000.00 18,000.00 20,000.00 38,000.00 12,000.00 10,000.00 12,000.00 3,000.00 35,000.00 60,000.00 90,000.00



51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67



Porselen (11x11) Cm Semen Nat Kran Air Sealm Tape Pipa PVC 1" Pipa PVC 4" Batu Kerikil Besi Beton Genteng Bubung Palentong Genteng Beton Kayu Profil Paku plafon Pelat Asbes tebal 6mm Ubin Keramik 33X33 cm Semen Warna Ubin Keramik Artistik 10X20 cm Septic tank + Resapan



Bh Kg bh Kg m¹ m¹



No



Tenaga



Sat



1 2 3 4 5 6 7 8 9 10 11 12 13



Pekerja



Oh Oh Oh Oh Oh Oh Oh Oh Oh Oh Oh Oh Oh



Tukang Batu Tukang Kayu Tukang Besi Tukang Gali Tukang Cat Tukang Politur Kepala Tukang Mandor Masinis/operator Kernet Penyemprot Pekerja malam



M3 Kg Bh Bh M¹ Kg M² Bh Kg Bh Bh



Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp



2,500.00 13,000.00 15,000.00 6,250.00 21,250.00 125,000.00 10,000.00 7,500.00 5,500.00 3,333.33 10,000.00 32,000.00 4,000.00 13,000.00 4,444.44 2,500,000.00



Harga Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp



36,000.00 42,500.00 47,500.00 45,000.00 42,500.00 42,500.00 45,000.00 45,000.00 40,000.00 60,000.00 40,000.00 40,000.00 40,000.00



Bahan



Stok di pasaran 40kg/holcim



42,000.00



4m



85,000.00



9bh



35,000.00



0.024 41.66666667 3,541,666.67



3,888.89



bh 4m 4m



1,000.00 25,000.00 85,000.00



3m



10,000.00



9bh



36,000.00



4,000.00



9bh



40,000.00



4,444.44



6,250.00 21,250.00