halaman 656-659

17
No. URAIAN KOEF SAT. 1 2 3 4 5 6 7 = (3 x 5) 8 = (3 x 6) A088i 1 m2 PLESTERAN SKONING 1PC : 2PP, LBR 10 mm Semen PC 0.5000 kg 1.260.00 1.302.00 630.00 651.00 Pasir Pasang 0.0130 m3 144.000.00 174.000.00 1.872.00 2.262.00 Pekerja 0.0800 oh 52.000.00 52.000.00 4.160.00 4.160.00 Tukang batu 0.4000 oh 63.000.00 63.000.00 25.200.00 25.200.00 Kepala Tukang batu 0.0400 oh 76.000.00 76.000.00 3.040.00 3.040.00 Mandor 0.0040 oh 91.000.00 91.000.00 364.00 364.00 Jumlah 35.266.00 35.677.00 Keuntungan Max. 3.526.60 3.567.70 Jumlah 38.792.60 39.244.70 Dibulatkan 38.790.00 39.240.00 A088j 1 m2 PLESTERAN CIPRAT 1PC : 2PP Semen PC 4.3200 kg 1.260.00 1.302.00 5.443.20 5.624.64 Pasir Pasang 0.0060 m3 144.000.00 174.000.00 864.00 1.044.00 Pekerja 0.3000 oh 52.000.00 52.000.00 15.600.00 15.600.00 Tukang batu 0.1000 oh 63.000.00 63.000.00 6.300.00 6.300.00 Kepala Tukang batu 0.0100 oh 76.000.00 76.000.00 760.00 760.00 Mandor 0.0150 oh 91.000.00 91.000.00 1.365.00 1.365.00 Jumlah 30.332.00 30.693.64 Keuntungan Max. 3.033.22 3.069.36 Jumlah 33.365.42 33.763.00 Dibulatkan 33.360.00 33.760.00 A088k 1 m2 FINISHING SIAR PASANGAN DINDING BATA MERAH (= 20 m') Semen PC 3.1080 kg 1.260.00 1.302.00 3.916.08 4.026.62 Pekerja 0.1500 oh 52.000.00 52.000.00 7.800.00 7.800.00 Tukang batu 0.0750 oh 63.000.00 63.000.00 4.725.00 4.725.00 Kepala Tukang batu 0.0800 oh 76.000.00 76.000.00 608.00 608.00 Mandor 0.0800 oh 91.000.00 91.000.00 728.00 728.00 Jumlah 17.777.08 17.907.62 Keuntungan Max. 1.77.71 1.790.76 Jumlah 19.554.79 19.698.38 Dibulatkan 19.550.00 19.390.00 A088l 1 m2 FINISHING SIAR PASANGAN DINDING CONBLOK EKSPOSE (= 8 m') Semen PC 1.6000 kg 1.260.00 1.302.00 2.016.00 2.083.00 Pekerja 0.0700 oh 52.000.00 52.000.00 3.640.00 3.640.00 Tukang batu 0.0350 oh 63.000.00 63.000.00 2.205.00 2.205.00 Kepala Tukang batu 0.0040 oh 76.000.00 76.000.00 304.00 304.00 Mandor 0.0040 oh 91.000.00 91.000.00 364.00 364.00 Jumlah 8.529.00 8.596.20 Keuntungan Max. 852.90 859.62 Jumlah 9.381.90 9.455.82 Dibulatkan 9.380.00 8.450.00 A088m 1 m2 FINSIHING SIAR PASANGAN BATU KALI ADUKAN 1PC : 2PP Semen PC 6.3400 kg 1.260.00 1.302.00 7.988.40 8.254.68 Pasir Pasang 0.0120 m3 144.000.00 174.000.00 1.728.00 2.088.00 Pekerja 0.0300 oh 52.000.00 52.000.00 15.600.00 15.600.00 Tukang batu 0.1500 oh 63.000.00 63.000.00 9.450.00 9.450.00 Kepala Tukang batu 0.0150 oh 76.000.00 76.000.00 1.140.00 1.140.00 Mandor 0.0150 oh 91.000.00 91.000.00 1.365.00 1,365 Jumlah 37.271.40 37.897.68 Keuntungan Max. 3.727.14 3.789.77 Jumlah 40.998.54 41.687.45 Dibulatkan 40.990.00 41.680.00 HARGA SAT. (MINIMUM) HARGA SAT. (MAXIMUM) JUMLAH (MINIMUM) JUMLAH (MAXIMUM)

description

hal

Transcript of halaman 656-659

Page 1: halaman 656-659

No. URAIAN KOEF SAT.

1 2 3 4 5 6 7 = (3 x 5) 8 = (3 x 6)

A088i 1 m2 PLESTERAN SKONING 1PC : 2PP, LBR 10 mmSemen PC 0.5000 kg 1.260.00 1.302.00 630.00 651.00Pasir Pasang 0.0130 m3 144.000.00 174.000.00 1.872.00 2.262.00Pekerja 0.0800 oh 52.000.00 52.000.00 4.160.00 4.160.00Tukang batu 0.4000 oh 63.000.00 63.000.00 25.200.00 25.200.00Kepala Tukang batu 0.0400 oh 76.000.00 76.000.00 3.040.00 3.040.00

Mandor 0.0040 oh 91.000.00 91.000.00 364.00 364.00

Jumlah 35.266.00 35.677.00

Keuntungan Max. 3.526.60 3.567.70

Jumlah 38.792.60 39.244.70

Dibulatkan 38.790.00 39.240.00A088j 1 m2 PLESTERAN CIPRAT 1PC : 2PP

Semen PC 4.3200 kg 1.260.00 1.302.00 5.443.20 5.624.64Pasir Pasang 0.0060 m3 144.000.00 174.000.00 864.00 1.044.00Pekerja 0.3000 oh 52.000.00 52.000.00 15.600.00 15.600.00Tukang batu 0.1000 oh 63.000.00 63.000.00 6.300.00 6.300.00Kepala Tukang batu 0.0100 oh 76.000.00 76.000.00 760.00 760.00

Mandor 0.0150 oh 91.000.00 91.000.00 1.365.00 1.365.00

Jumlah 30.332.00 30.693.64

Keuntungan Max. 3.033.22 3.069.36

Jumlah 33.365.42 33.763.00

Dibulatkan 33.360.00 33.760.00A088k 1 m2 FINISHING SIAR PASANGAN DINDING BATA MERAH (= 20 m')

Semen PC 3.1080 kg 1.260.00 1.302.00 3.916.08 4.026.62Pekerja 0.1500 oh 52.000.00 52.000.00 7.800.00 7.800.00Tukang batu 0.0750 oh 63.000.00 63.000.00 4.725.00 4.725.00Kepala Tukang batu 0.0800 oh 76.000.00 76.000.00 608.00 608.00

Mandor 0.0800 oh 91.000.00 91.000.00 728.00 728.00

Jumlah 17.777.08 17.907.62

Keuntungan Max. 1.77.71 1.790.76

Jumlah 19.554.79 19.698.38

Dibulatkan 19.550.00 19.390.00A088l 1 m2 FINISHING SIAR PASANGAN DINDING CONBLOK EKSPOSE (= 8 m')

Semen PC 1.6000 kg 1.260.00 1.302.00 2.016.00 2.083.00Pekerja 0.0700 oh 52.000.00 52.000.00 3.640.00 3.640.00Tukang batu 0.0350 oh 63.000.00 63.000.00 2.205.00 2.205.00Kepala Tukang batu 0.0040 oh 76.000.00 76.000.00 304.00 304.00

Mandor 0.0040 oh 91.000.00 91.000.00 364.00 364.00

Jumlah 8.529.00 8.596.20

Keuntungan Max. 852.90 859.62

Jumlah 9.381.90 9.455.82

Dibulatkan 9.380.00 8.450.00

A088m 1 m2 FINSIHING SIAR PASANGAN BATU KALI ADUKAN 1PC : 2PPSemen PC 6.3400 kg 1.260.00 1.302.00 7.988.40 8.254.68Pasir Pasang 0.0120 m3 144.000.00 174.000.00 1.728.00 2.088.00Pekerja 0.0300 oh 52.000.00 52.000.00 15.600.00 15.600.00Tukang batu 0.1500 oh 63.000.00 63.000.00 9.450.00 9.450.00Kepala Tukang batu 0.0150 oh 76.000.00 76.000.00 1.140.00 1.140.00

Mandor 0.0150 oh 91.000.00 91.000.00 1.365.00 1,365

Jumlah 37.271.40 37.897.68

Keuntungan Max. 3.727.14 3.789.77

Jumlah 40.998.54 41.687.45

Dibulatkan 40.990.00 41.680.00

HARGA SAT. (MINIMUM)

HARGA SAT.

(MAXIMUM)

JUMLAH (MINIMUM)

JUMLAH (MAXIMUM)

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No. URAIAN

1 2

A089 1 m2 ACIAN PCSemen PCPekerjaTukang batuKepala Tukang batu

Mandor

Jumlah

Keuntungan Max.

Jumlah

DibulatkanA090 1 UNIT SEPTITANK 2,5 x 1,5 x 2 m + REMBESANNYA (kantor tipe besar)

Galian TanahPasir UrugLanta Kerja t= 10 cmPas. Bata 1PC : 2PS + PlesteranPlat beton penutup & balokPipa PVC 4" jenis AW + sambunganPipa GIP 1 1/2"Galian tanah untuk rembesanPas. IjukUrugan kerikil 3,5 cmPipa PVC 4" berlobang jenis AWUrugan kembali perataan tanah

Tambahan Upah

Jumlah

Keuntungan Max.

Jumlah

DibulatkanA091 1 UNIT SEPTITANK 2,5 x 1,5 x 1,5 m + REMBESANNYA (kantor tipe kecil)

Galian TanahPasir UrugLanta Kerja t= 10 cmPas. Bata 1PC : 2PS + PlesteranPlat beton penutup & balokPipa PVC 4" jenis AW + sambunganPipa GIP 1 1/2"Galian tanah untuk rembesanPas. IjukUrugan kerikil 3,5 cmPipa PVC 4" berlobang jenis AWUrugan kembali perataan tanah

Tambahan Upah

Jumlah

Keuntungan Max.

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Jumlah

Dibulatkan

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KOEF SAT.

3 4 5 6 7 = (3 x 5) 8 = (3 x 6)

32,500 kg 1.260.00 1.302.00 4.231.00 4.231.50

0.2000 oh 52.000.00 52.000.00 10.400.00 10.000.000.1000 oh 63.000.00 63.000.00 6.300.00 6.000.000.0100 oh 76.000.00 76.000.00 760.00 730.00

0.0100 oh 91.000.00 91.000.00 910.00 8880.00

22.601.50 21.841.50

2.260.15 2.184.15

24.861.65 24.025.65

24.860.00 24.020.00

7.5000 m3 50.895.00 50.895.00 381.712.50 367.200.000.3570 m3 137.000.00 154.000.00 54.978.00 649.740.003.7500 m3 64.898.24 69.810.16 261.788.10 268.151.9625,000 m3 91.174.00 97.309.90 2.432.747.50 2.337.572.500.5000 m3 9.179.462.71 9.714.163.48 4.857.081.74 4.842.239.299.0000 m1 42.000.00 48.000.00 432.000.00 945.000.002.0000 m1 63.500.00 416.000.00 832.000.00 632.000.005.6250 m3 50.895.00 50.895.00 286.284.38 275.400.009.0000 kg 8.400.00 9.600.00 86.400.00 108.000.001.7500 m3 34.500.00 36.500.00 63.875.00 63.875.006.0000 m1 66.000.00 70.000.00 420.000.00 258.000.001.8750 m3 13.755.30 13.755.30 25.791.19 24.807.00

0.0850 is 8.892.121.8110.134.658.40 861.445.96 865.913.68

10.996.104.36 11.053.133.43

1.099.610.44 1.105.313.34

12.095.714.80 12.158.446.77

12.095.714.80 12.158.440.00

4.5000 m3 50.895.00 50.895.00 229.027.50 220.320.000.2142 m3 137.000.00 154.000.00 29.345.40 38.984.402.2500 m3 64.898.24 69.810.16 146.021.04 160,891,18

15.0000 m3 91.174.00 97.309.90 1.367.610.00 1.402.543.500.30000 m3 9.179.462.71 9.714.163.48 2.753.838.81 2.905.343.57

5.4000 m1 42.000.00 48.000.00 226.800.00 567.000.001.2000 m1 63.500.00 416.000.00 76.200.00 379.200.003.3750 m3 50.895.00 50.895.00 171.770.63 165.240.005.4000 kg 8.400.00 9.600.00 45.360.00 64.800.001.0500 m3 34.500.00 36.500.00 36.225.00 38.325.009.0000 m1 66.000.00 70.000.00 594.000.00 387.000.001.1250 m3 13.755.30 13.755.30 15.474.71 14.884.20

0.0920 is 5.691.673.09 6.458.795.04 523.633.92 583.696.93

6.215.307.01 6.928.228.78

621.530.70 692.822.88

HARGA SAT. (MINIMUM)

HARGA SAT. (MAXIMUM)

JUMLAH (MINIMUM)

JUMLAH (MAXIMUM)

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6.836.837.71 76.241.051.66

6.836.830.00 7.621.050.00

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No. URAIAN

1 2

A092 1 UNIT SEPTITANK 1 x 1,5 x 2 m + REMBESANNYA (rumah kapsitas kecil)Galian TanahPasir UrugLanta Kerja t= 10 cmPas. Bata 1PC : 2PS + PlesteranPlat beton penutup & balokPipa PVC 4" jenis AW + sambunganPipa GIP 1 1/2"Galian tanah untuk rembesanPas. IjukUrugan kerikil 3,5 cmPipa PVC 4" berlobang jenis AWUrugan kembali perataan tanah

Tambahan Upah

Jumlah

Keuntungan Max.

Jumlah

DibulatkanA093 1 m2 PENGECATAN BETON ICI EKSTERIOR

Cat tembok ICIAlkali ICI sebelum pengecatanrol catampelaspekerjatukang catkepala tukang catmandor

steger werk

Jumlah

Keuntungan Max.

Jumlah

DibulatkanA094 1 m2 PENGECATAN PLAFON DAN DINDING INTERIOR ICI

Cat tembok ICICat dasar sebelum pengecatanrol catampelaspekerjatukang catkepala tukang catmandor

steger werk

Jumlah

Keuntungan Max.

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Jumlah

DibulatkanA095 1 m2 PENGECATAN DINDING VINILEX (3X)

Cat tembok VinilexPlanmir tembokrol catampelaspekerjatukang catkepala tukang catmandor

steger werk

Jumlah

Keuntungan Max.

Jumlah

Dibulatkan

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KOEF SAT.

3 4 5 6 7 = (3 x 5) 8 = (3 x 6)

2.2500 m3 50.895.00 50.895.00 114.513.75 114.518.750.1071 m3 137.000.00 154.000.00 14.672.70 16.493.401.1250 m2 64.898.24 69.810.00 73.010.52 78.536.437.5000 m3 91.174.00 97.309.90 683.805.00 729.824.250.1500 m3 9.179.462.71 9.714.163.48 1.376.919.41 1.457124.529.0000 m1 42.000.00 48.000.00 378.000.00 432.000.000.6000 btg 63.500.00 416.000.00 38.100.00 249.600.001.6875 m3 50.895.00 50.895.00 85.885.31 85.885.312.7000 kg 8.400.00 9.600.000.00 22.680.00 25.920.000.5250 m3 34.500.00 36.500.00 18.112.50 19.162.509.0000 m1 66.000.00 70.000.00 594.000.00 630.000.000.5625 m3 13.755.30 13.755.00 7.737.36 7.737.36

0.0650 is 3.407.436.54 3.846.797.52 221.483.38 260.041.84

3.628.919.92 4.096.839.36

362.891.99 409.683.94

3.991.811.91 4.506.523.29

3.991.810.00 4.506.520.00

0.2500 lt 99.000.00 101.000.00 24.750.00 25.250.000.1250 lt 43.000.00 45.000.00 5.375.00 5.625.000.0100 bh 21.000.00 30.000.00 210.00 300.000.5000 lbr 3.000.00 3.600.00 1.500.00 1.800.000.1600 oh 52.000.00 52.000.00 8.320.00 8.320.000.2800 oh 63.000.00 63.000.00 17.640.00 17.640.000.0300 oh 76.000.00 76.000.00 2.280.00 2.280.000.0100 oh 91.000.00 91.000.00 910.00 910.00

0.0250 lot 60.985.00 62.125.00 1.524.63 1.553.13

63.678.13

6.367.81

70.045.94

70.040.00

0.2500 lt 63.000.00 66.000.00 15.750.00 16.500.000.1250 lt 48.000.00 54.000.00 6.000.00 6.750.000.0100 bh 21.000.00 30.000.00 210.00 300.000.5000 lbr 3.000.00 3.600.00 1.500.00 1.800.000.2000 oh 52.000.00 52.000.00 10.400.00 10.400.000.3000 oh 63.000.00 63.000.00 18.900.00 18.900.000.0300 oh 76.000.00 76.000.00 2.280.00 2.280.000.0100 oh 91.000.00 91.000.00 9.10.00 910.00

0.0250 lot 55.950.00 57.840.00 1.398.75 1.446.00

57.348.75 59.286.00

5.734.88 5.928.60

HARGA SAT. (MINIMUM)

HARGA SAT. (MAXIMUM)

JUMLAH (MINIMUM)

JUMLAH (MAXIMUM)

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63.083.63 65.214.60

63.080.00 65.210.00

0.1750 kg 20.000.00 21.000.00 3.500.00 3.675.000.1600 kg 13.000.00 15.000.00 2.080.00 2.400.000.0100 bh 21.000.00 30.000.00 210.00 300.000.5000 lbr 3.000.00 3.600.00 1.500.00 1.800.000.1600 oh 52.000.00 52.000.00 8.320.00 8.320.000.2800 oh 63.000.00 63.000.00 17.640.00 17.640.000.0300 oh 76.000.00 76.000.00 2.280.00 2.280.000.0100 oh 91.000.00 91.000.00 910.00 910.00

0.0450 lot 36.440.00 37.325.00 1.639.80 1.679.63

38.079.80 39.004.63

3.807.98 3.900.45

41.887.78 42.905.09

41.880.00 42.900.00

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No. URAIAN KOEF SAT.

1 2 3 4

A096 1 m2 PENGECATAN PLAFON VINILEX (3X)Cat tembok Vinilex 0.2000 kg

Plamir tembok 0.1600 kgrol cat 0.0100 bhampelas 0.0500 lbrpekerja 0.2000 ohtukang cat 0.2800 ohkepala tukang cat 0.0300 ohmandor 0.0100 oh

steger werk 0.0425 lot

Jumlah

Keuntungan Max.

Jumlah

DibulatkanA097 1 m2 PENGECATAN DINDING SANLEX (3X)

Cat tembok Sanlex 0.1750 kg

Plamir tembok 0.1600 kgrol cat 0.0100 bhampelas 0.5000 lbrpekerja 0.1040 ohtukang cat 0.1820 ohkepala tukang cat 0.0195 ohmandor 0.0100 oh

steger werk 0.0450 lot

Jumlah

Keuntungan Max.

Jumlah

DibulatkanA098 1 m2 PENGECATAN PLAFON SANLEX (3X)

Cat tembok Sanlex 0.2000 kg

Plamir tembok 0.1600 kgrol cat 0.0100 bhampelas 0.5000 lbrpekerja 0.1040 ohtukang cat 0.1820 ohkepala tukang cat 0.0195 ohmandor 0.0100 oh

steger werk 1.0000 lot

Jumlah

Keuntungan Max.

Jumlah

DibulatkanA099 1 m2 PENGECATAN KAYU (3X) BERIKUT MENI

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Meni kayu 0.1670 kg

Plamir kayu 0.0830 kg

Cat kayu merek SEIV 0.2000 kg

ampelas kayu 0.4000 lbr

Minyak cat terpentin 0.1500 ltr

Kwas 3" 0.0500 bh

pekerja 0.2000 oh

tukang cat 0.3000 oh

kepala tukang cat 0.0300 oh

mandor 0.0100 oh

Jumlah

Keuntungan Max.

Jumlah

Dibulatkan

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5 6 7 = (3 x 5) 8 = (3 x 6)

20.000.00 21.000.00 4.000.00 4.200.0013.000.00 15.000.00 2.080.00 2.400.0021.000.00 30.000.00 210.00 300.00

3.000.00 3.600.00 1.500.00 1.800.0052.000.00 52.000.00 10.400.00 10.400.0063.000.00 63.000.00 17.640.00 17.640.0076.000.00 76.000.00 2.280.00 2.280.0091.000.00 91.000.00 910.00 910.00

39.020.00 39.930.00 1.639.80 1.697.03

40.678.35 41.627.03

4.067.84 4.162.70

44.746.19 45.789.73

44.740.00 45.780.00

16.000.00 17.000.00 2.800.00 2.975.0013.000.00 15.000.00 2.080.00 2.400.0021.000.00 30.000.00 210.00 300.00

3.000.00 3.600.00 1.500.00 1.800.0052.000.00 52.000.00 5.408.00 5.408.0063.000.00 63.000.00 11.466.00 11.466.0076.000.00 96.000.00 1.482.00 1.482.0091.000.00 91.000.00 910.00 910.00

25.856.00 26.741.00 1.163.52 1.203.35

27.019.52 27.944.35

2.701.95 2.794.43

29.721.47 30.738.78

29.720.00 30.730.00

16.000.00 17.000.00 3.200.00 3.400.0013.000.00 15.000.00 2.080.00 2.400.0021.000.00 30.000.00 210.00 300.00

3.000.00 3.600.00 1.500.00 1.800.0052.000.00 52.000.00 5.408.00 5.408.0063.000.00 63.000.00 11.466.00 11.466.0076.000.00 96.000.00 1.482.00 1.482.0091.000.00 91.000.00 910.00 910.00

862.50 900.00 862.50 900.00

27.118.50 28.066.00

2.711.85 2.806.60

29.830.35 30.872.60

29.930.00 30.870.00

HARGA SAT. (MINIMUM)

HARGA SAT. (MAXIMUM)

JUMLAH (MINIMUM)

JUMLAH (MAXIMUM)

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24.000.00 26.000.00 4.008.00 4.342.0025.000.00 28.000.00 2.075.00 2.324.0047.000.00 49.000.00 9.400.00 9.800.00

3.000.00 3.600.00 1.200.00 1.440.007.000.00 8.000.00 1.050.00 1.200.00

10.000.00 12.000.00 500.00 600.0052.000.00 52.000.00 10.400.00 10.400.0063.000.00 63.000.00 18.900.00 18.900.0076.000.00 76.000.00 2.280.00 2.280.00

91.000.00 91.000.00 910.00 910.00

50.723.00 52.196.00

5.072.30 5.219.60

55.795.30 57.415.60

55.790.00 57.410.00