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ANALISA HARGA SATUAN BANGUNAN
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Analisa amkt solo
1.
1 No Uraian Koef.
Sat Harga sat 1 2 3 4 5 I. PEKERJAAN PASANGAN & PLESTERAN 1 Pasang Bata (M2) Bata 70,000 Bh 500,00 35.000,00 PC 16,370 Kg 1.250,00 20.462,50 Pasir pasang 0,060 M3 80.000,00 4.800,00 Tukang batu 0,200 H/O 45.000,00 9.000,00 Kepala Tukang 0,020 H/O 50.000,00 1.000,00 Pekerja 0,350 H/O 35.000,00 12.250,00 Mandor 0,250 H/O 50.000,00 12.500,00 Jumlah 95.012,50 2 Plesteran (M2) PC 6,950 Kg 1.250,00 8.687,50 Pasir pasang 0,029 M3 80.000,00 2.320,00 Tukang batu 0,200 H/O 45.000,00 9.000,00 Kepala Tukang 0,020 H/O 50.000,00 1.000,00 Pekerja 0,350 H/O 35.000,00 12.250,00 Mandor 0,035 H/O 50.000,00 1.750,00 Jumlah 35.007,50 II. PEKERJAAN KAYU 1 Kayu kruing 1,000 M3 9.000.000,00 9.000.000,00 Besi begel 8,000 Kg 12.000,00 96.000,00 Paku/baut 0,500 Kg 13.500,00 6.750,00 Tukang kayu 5,000 H/O 45.000,00 225.000,00 Kepala Tukang 1,150 H/O 50.000,00 57.500,00 Pekerja 3,000 H/O 35.000,00 105.000,00 Mandor 0,200 H/O 50.000,00 10.000,00 Jumlah 9.500.250,00 2 Pas nok/jurai, gording kayu (M3) Kayu kruing 1,000 M3 9.000.000,00 9.000.000,00 Paku/baut 0,500 Kg 13.500,00 6.750,00 Tukang kayu 6,000 H/O 45.000,00 270.000,00 Kepala Tukang 1,120 H/O 50.000,00 56.000,00 Pekerja 4,500 H/O 35.000,00 157.500,00 Mandor 0,200 H/O 50.000,00 10.000,00 Jumlah 9.500.250,00 3 Kayu Kruing 0,022 M3 9.000.000,00 198.000,00 Reng jati 2/3 5,000 M' 3.500,00 17.500,00 Paku 0,250 Kg 13.500,00 3.375,00 Tukang kayu 0,300 H/O 45.000,00 13.500,00 Kepala Tukang 0,250 H/O 50.000,00 12.500,00 Pekerja 0,250 H/O 35.000,00 8.750,00 Mandor 0,010 H/O 50.000,00 500,00 Jumlah 254.125,00 4 Pas usuk ky kruing 5/7 (M2) Kayu Kruing 0,022 M3 9.000.000,00 198.000,00 Paku 0,250 Kg 13.500,00 3.375,00 Tukang kayu 0,300 H/O 45.000,00 13.500,00 Kepala Tukang 0,025 H/O 50.000,00 1.250,00 Pekerja 0,250 H/O 35.000,00 8.750,00 Mandor 0,010 H/O 50.000,00 500,00 Jumlah 225.375,00 Pas usuk ky kruing 5/7 + reng jati 2/3 (M2) ANALISA HARGA SATUAN Jumlah 6=4X5 SNI 03-2836-2002 SNI-03-3434 -2002 Pas rangka atap/kuda kuda (M3)
2.
2 5 Pas lisplang
(M') Kayu kruing 0,007 M3 9.000.000,00 63.000,00 Paku 0,200 Kg 13.500,00 2.700,00 Tukang kayu 0,220 H/O 45.000,00 9.900,00 Kepala Tukang 0,020 H/O 50.000,00 1.000,00 Pekerja 0,150 H/O 35.000,00 5.250,00 Mandor 0,070 H/O 50.000,00 3.500,00 Jumlah 85.350,00 6 Pas rangka plafon (M2) Kayu kruing 0,013 M3 9.000.000,00 117.000,00 Paku 0,150 KG 13.500,00 2.025,00 Pekerja 0,250 H/O 35.000,00 8.750,00 Mandor 0,050 H/O 50.000,00 2.500,00 Tukang kayu 0,350 H/O 45.000,00 15.750,00 Kepala Tukang 0,035 H/O 50.000,00 1.750,00 Jumlah.............. 147.775,00 7 Pas plafond (M2) Plafond gybsum 0,521 M2 75.000,00 39.062,50 Paku 0,200 KG 13.500,00 2.700,00 Pekerja 0,350 H/O 35.000,00 12.250,00 Mandor 0,070 H/O 50.000,00 3.500,00 Tukang kayu 0,350 H/O 45.000,00 15.750,00 Kepala Tukang 0,035 H/O 50.000,00 1.750,00 Jumlah 75.012,50 8 Pasang genteng (M2) Genteng galvalum 1,000 M2 175.000,00 175.000,00 Tukang kayu 0,065 H/O 45.000,00 2.925,00 Kepala Tukang 0,006 H/O 50.000,00 300,00 Pekerja 0,600 H/O 35.000,00 21.000,00 Mandor 0,015 H/O 50.000,00 750,00 Jumlah 199.975,00 9 Pasang bubungan galvalum (M') Bubungan 1,000 M' 60.000,00 60.000,00 Paku 0,200 Kg 1.250,00 250,00 Tukang batu 0,300 H/O 45.000,00 13.500,00 Kepala Tukang 0,030 H/O 50.000,00 1.500,00 Pekerja 0,270 H/O 35.000,00 9.450,00 Mandor 0,001 H/O 50.000,00 70,00 Jumlah 84.770,00 10 Pasang talang (M') Seng BJLS 0.30 lebar 80 cm 1,000 M' 35.000,00 35.000,00 Papan Kayu Meranti 0,004 M3 5.750.000,00 23.000,00 Paku 0,100 Kg 13.500,00 1.350,00 Tukang besi 0,400 H/O 45.000,00 18.000,00 Kepala tukang 0,040 H/O 50.000,00 2.000,00 Pekerja 0,300 H/O 35.000,00 10.500,00 Mandor 0,015 H/O 50.000,00 750,00 Jumlah 90.600,00 11 Pasang papan list tb. 2 cm (M2) Kayu kruing 0,035 M3 9.000.000,00 315.000,00 Paku 0,120 Kg 13.500,00 1.620,00 Tukang kayu 0,700 H/O 45.000,00 31.500,00 Kepala Tukang 0,070 H/O 50.000,00 3.500,00 Pekerja 0,280 H/O 35.000,00 9.800,00 Mandor 0,014 H/O 50.000,00 700,00 362.120,00 1M' papan list lebar 25 cm (B2) = 0,25 362.120,00 90.530,00
3.
3 III. PEKERJAAN LANTAI 1 Kermaik
20/25 1,000 M2 65.000,00 65.000,00 PC 11,380 Kg 1.250,00 14.225,00 Pasir Pasang 0,042 M3 80.000,00 3.360,00 PC warna 1,500 KG 6.000,00 9.000,00 Tukang batu 0,420 H/O 45.000,00 18.900,00 Kepala Tukang 0,042 H/O 50.000,00 2.100,00 Pekerja 0,620 H/O 35.000,00 21.700,00 Mandor 0,030 H/O 50.000,00 1.500,00 Jumlah 135.785,00 2 Kermaik 30/30 1,000 M2 80.000,00 80.000,00 PC 11,380 Kg 1.250,00 14.225,00 Pasir Pasang 0,042 M3 80.000,00 3.360,00 PC warna 1,500 KG 6.000,00 9.000,00 Tukang batu 0,420 H/O 45.000,00 18.900,00 Kepala Tukang 0,042 H/O 50.000,00 2.100,00 Pekerja 0,620 H/O 35.000,00 21.700,00 Mandor 0,030 H/O 50.000,00 1.500,00 Jumlah 150.785,00 IV. PEKERJAAN CAT 1 Meni kayu (M2) Meni kayu 0,200 Kg 20.000,00 4.000,00 Minyak cat 0,075 Kg 17.500,00 1.312,50 Tukang cat 0,009 H/O 45.000,00 405,00 Kepala Tukang 0,008 H/O 50.000,00 375,00 Pekerja 0,050 H/O 35.000,00 1.750,00 Mandor 0,003 H/O 50.000,00 125,00 Jumlah 7.967,50 2 Cat besi dan kayu (M2) Meni kayu 0,200 Kg 20.000,00 4.000,00 Cat kayu 0,630 Kg 45.000,00 28.350,00 Dempul kayu 0,250 Kg 15.000,00 3.750,00 Tukang Cat 0,068 H/O 45.000,00 3.060,00 Kepala Tukang 0,006 H/O 50.000,00 300,00 Pekerja 0,070 H/O 35.000,00 2.450,00 Mandor 0,003 H/O 50.000,00 125,00 Jumlah 42.035,00 3 Cat dinding (M2) Plamur tembok 0,380 Kg 15.000,00 5.700,00 Cat tembok 0,530 Kg 55.000,00 29.150,00 Tukang cat 0,060 H/O 45.000,00 2.700,00 Kepala Tukang 0,006 H/O 50.000,00 300,00 Pekerja 0,060 H/O 35.000,00 2.100,00 Mandor 0,002 H/O 50.000,00 110,00 Jumlah 40.060,00 4 Cat plafond (M2) Plamur tembok 0,200 Kg 15.000,00 3.000,00 Cat tembok 0,510 Kg 55.000,00 28.050,00 Tukang cat 0,045 H/O 45.000,00 2.025,00 Kepala Tukang 0,005 H/O 50.000,00 250,00 Pekerja 0,045 H/O 35.000,00 1.575,00 Mandor 0,002 H/O 50.000,00 110,00 Jumlah 35.010,00 5 Pek. finishing politur (M2) Mendempul+menggosok kayu Plamur tembok 0,080 Kg 15.000,00 = Rp. 1.200,00 Batu apung 0,010 Kg 50.000,00 = Rp. 500,00 Tukang cat 0,040 H/O 45.000,00 = Rp. 1.800,00 Kepala Tukang 0,004 H/O 50.000,00 = Rp. 200,00 Pekerja 0,040 H/O 35.000,00 = Rp. 1.400,00 Mandor 0,0025 H/O 50.000,00 = Rp. 125,00 Jumlah ( a ) 5.225,00 SNI- BSN '02 ED.REVISI Pasang lantai keramik 20/25 (M2) Pasang lantai keramik 30/30 (M2) SNI- BSN '02 ED.REVISI
4.
4 Politur kayu Bahan politur
0,522 LT 35.000,00 = Rp. 18.270,00 Amplas 0,100 LB 3.500,00 = Rp. 350,00 Tukang cat 0,060 H/O 45.000,00 = Rp. 2.700,00 Kepala Tukang 0,016 H/O 50.000,00 = Rp. 800,00 Mandor 0,0025 H/O 50.000,00 = Rp. 125,00 Jumlah ( b ) 22.245,00 Jadi untuk 1 m2 pek. Polituran Jumlah (a + b) 27.470,00
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