Analisa SNI 05

A.

ANALISA BIAYA KONSTRUKSI PEKERJAAN PERSIAPAN1 M2 Membersihkan Lapangan dan Peralatan upah: 1.000 0.050 Oh Oh Pekerja Mandor @ Rp. @ Rp. 0.00 0.00 = Rp. = Rp. 0.00 0.00

1 M3 Bongkaran Lantai Keramik upah: 6.667 0.333 Oh Oh Pekerja Mandor @ Rp. @ Rp. 0.00 0.00 = Rp. = Rp. 0.00 0.00

B.

PEKERJAAN TANAH1 m Galian Tanah Biasa sedalam 2 Meter upah: 0.526 0.052 Oh Oh Pekerja Mandor @ Rp. @ Rp. 0.00 0.00 = Rp. = Rp. 0.00 0.00

1 M3 Urugan Kembali upah: 0.192 0.019 Oh Oh Pekerja Mandor @ Rp. @ Rp. 0.00 0.00 = Rp. = Rp. 0.00 0.00

1 M3 Pemadatan Tanah upah: 0.500 0.050 1 M3 Urugan Pasir bahan: 1.200 upah: 0.300 0.010 Oh Oh Pekerja Mandor @ Rp. @ Rp. 0.00 0.00 = Rp. = Rp. 0.00 0.00 Oh Pasir Urug @ Rp. 0.00 = Rp. 0.00 Oh Oh Pekerja Mandor @ Rp. @ Rp. 0.00 0.00 = Rp. = Rp. 0.00 0.00

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DAFTAR ANALISAA. ANALISA BIAYA KONSTRUKSI PEKERJAAN PERSIAPAN1 1M Pagar Sementara dari Kayu Setinggi 2 Meter Bahan : 1.250 0.050 0.005 0.009 0.072 0.060 0.400 Upah : 0.200 0.400 0.020 0.020 2 Btg Zak 3 M M3 M3

Dolken Kayu 0 8-10/400 Cm Semen Portland Pasir Beton Koral Beton Kayu 5/7 Paku Biasa 2 " - 5 " Residu Tukang Kayu Pekerja Kepala Tukang Mandor

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

17,600.00 43,155.00 165,000.00 137,500.00 880,000.00 7,700.00

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

22,000.00 2,157.75 825.00 1,237.50 63,360.00 462.00 0.00 5,700.00 9,600.00 560.00 600.00 = Rp. = Rp. 16,460.00 106,502.25 = Rp. 90,042.25

Kg Lt Oh Oh Oh Oh

28,500.00 24,000.00 28,000.00 30,000.00

1M Pagar Sementara dari Seng Golombang Tinggi 2 Meter Bahan : 1.250 0.050 1.200 0.005 0.009 0.072 0.060 0.450 Upah : 0.200 0.400 0.020 0.020 Btg Zak Lbr M3 M 3 M Kg Kg Oh Oh Oh Oh3

Dolken Kayu 0 8-10/400 Cm Semen Portland Seng Gelombang 3 " - 5 " Pasir Beton Koral Beton Kayu 5/7 Paku Biasa 2 " - 5 " Meni besi Tukang Kayu Pekerja Kepala Tukang Mandor

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

17,600.00 43,155.00 31,000.00 165,000.00 137,500.00 880,000.00 7,700.00 12,650.00 28,500.00 24,000.00 28,000.00 30,000.00

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

22,000.00 2,157.75 37,200.00 825.00 1,237.50 63,360.00 462.00 5,692.50 5,700.00 9,600.00 560.00 600.00 = Rp. = Rp. 16,460.00 149,394.75 = Rp. 132,934.75

3

1M Pagar Sementara dari Kawat Duri Tinggi 1,8 Meter Bahan : 1.000 0.040 25.000 0.005 0.009 0.060 Upah : 0.200 0.300 0.020 0.020 Btg Zak Kg M3 M3 Kg Oh Oh Oh Oh Dolken Kayu 0 8-10/400 Cm Semen Portland Kawat Duri Pasir Beton Koral Beton Paku Biasa 2 " - 5 " Tukang Kayu Pekerja Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 17,600.00 43,155.00 50,000.00 165,000.00 137,500.00 7,700.00 28,500.00 24,000.00 28,000.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 17,600.00 1,726.20 1,250,000.00 825.00 1,237.50 462.00 5,700.00 7,200.00 560.00 600.00 = Rp. = Rp. 14,060.00 1,285,910.70

= Rp.

1,271,850.70

4

Pengukuran dan Pemasangan Bouplank Bahan : 0.012 0.020 0.007 Upah : 0.100 0.100 0.010 0.005 Oh Oh Oh Oh Tukang Kayu Pekerja Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. 28,500.00 24,000.00 28,000.00 30,000.00 = Rp. = Rp. = Rp. = Rp. 2,850.00 2,400.00 280.00 150.00 M3 Kg M3 Kayu 5/7 Paku Biasa 2" - 5 " Kayu Papan 3/20 @ Rp. @ Rp. @ Rp. 880,000.00 7,700.00 990,000.00 Jumlah I = Rp. = Rp. = Rp. Rp. 10,560.00 154.00 6,930.00 17,644.00

= Rp.

17,644.00

= Rp. = Rp.

5,680.00 23,324.00

5

1 M2 Pembuatan Kantor Sementara, dengan Lantai Plesteran Bahan : 1.250 0.180 0.850 1.100 0.700 0.150 0.100 0.150 30.000 0.250 2.000 0.080 0.150 0.060 Upah : 2.000 1.000 2.000 0.300 0.050 Btg 3 M M3 Kg Zak 3 M 3 M 3 M Bh Lbr Bh 2 M Bh Lbr Oh Oh Oh Oh Oh Dolken Kayu 0 8-10/400 Cm Kayu Kayu Biasa Besi Strip Semen Portland Pasir Pasang Pasir Beton Koral Beton Bata Merah Seng Plat Jendela Nako Kaca Polos Kunci Tanam Plywood 4 mm Tukang Kayu Tukang Batu Pekerja Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 17,600.00 880,000.00 880,000.00 20,000.00 43,155.00 145,000.00 165,000.00 137,500.00 900.00 25,000.00 22,000.00 50,550.00 70,000.00 28,500.00 28,000.00 24,000.00 28,000.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 22,000.00 158,400.00 748,000.00 22,000.00 30,208.50 21,750.00 16,500.00 20,625.00 27,000.00 6,250.00 0.00 1,760.00 7,582.50 4,200.00 57,000.00 28,000.00 48,000.00 8,400.00 1,500.00 = Rp. = Rp. 142,900.00 1,229,176.00

= Rp.

1,086,276.00

6

1 M2 Pembuatan Gudang Semen dan alat - alat Bahan : 1.700 0.210 0.300 0.210 0.030 0.050 1.500 Upah : 2.000 1.000 0.200 0.050 Oh Oh Oh Oh Tukang Kayu Pekerja Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. 28,500.00 24,000.00 28,000.00 30,000.00 = Rp. = Rp. = Rp. = Rp. 57,000.00 24,000.00 5,600.00 1,500.00 = Rp. = Rp. 88,100.00 378,937.55 Btg 3 M Kg Zak 3 M M3 Lbr Dolken Kayu 0 8-10/400 Cm Kayu Paku Biasa Semen Portland Pasir Beton Koral Beton Seng Gelombang Bjls 32 @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 17,600.00 880,000.00 9,100.00 43,155.00 165,000.00 137,500.00 35,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 29,920.00 184,800.00 2,730.00 9,062.55 4,950.00 6,875.00 52,500.00

= Rp.

290,837.55

7

1 M Pembuatan Rumah Jaga / Konstruksi Kayu Bahan : 3.000 0.276 0.700 1.500 Upah : 1.500 1.000 0.150 0.050 Btg M3 Kg Lbr Oh Oh Oh Oh Dolken Kayu 0 8-10/400 Cm Kayu Paku Biasa Seng Gelombang Bjls 32 Tukang Kayu Pekerja Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 17,600.00 880,000.00 9,100.00 35,000.00 28,500.00 24,000.00 28,000.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 52,800.00 242,880.00 6,370.00 52,500.00 42,750.00 24,000.00 4,200.00 1,500.00 = Rp. = Rp. 72,450.00 427,000.00

2

= Rp.

354,550.00

8

1 M2 Membersihkan Lapangan dan Peralatan Upah : 1.000 0.050 Oh Oh Pekerja Mandor @ Rp. @ Rp. 24,000.00 30,000.00 = Rp. = Rp. 24,000.00 1,500.00

= Rp. = Rp.

25,500.00 25,500.00

9

1 M2 Pembuatan Bedeng Buruh Bahan : 1.250 0.186 0.300 0.360 Btg M3 Kg Zak Dolken Kayu 0 8-10/400 Cm Kayu Paku Biasa Semen Portland @ Rp. @ Rp. @ Rp. @ Rp. 17,600.00 880,000.00 9,100.00 43,155.00 = Rp. = Rp. = Rp. = Rp. 22,000.00 163,680.00 2,730.00 15,535.80

0.030 0.050 1.500 1.350 Upah : 2.000 1.000 0.200 0.050 102

M3 M3 Lbr Lbr Oh Oh Oh Oh

Pasir Beton Koral Beton Seng Gelombang Bjls 32 Plywood Tukang Kayu Pekerja Kepala Tukang Mandor

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

165,000.00 137,500.00 31,000.00 70,000.00 28,500.00 24,000.00 28,000.00 30,000.00

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

4,950.00 6,875.00 46,500.00 94,500.00 57,000.00 24,000.00 5,600.00 1,500.00 = Rp. = Rp. 88,100.00 444,870.80 = Rp. 356,770.80

1 M Pembuatan Bak Adukan Ukuran (40x50x20) Cm Bahan : 0.036 0.080 1.000 Upah : 0.300 0.0015 M3

Kg Btg Oh Oh

Kayu Terentang Paku Biasa Kaso 5/7 Tukang Kayu Mandor

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

715,000.00 9,100.00 17,600.00 28,500.00 30,000.00

= Rp. = Rp. = Rp. = Rp. = Rp.

25,740.00 728.00 17,600.00 8,550.00 45.00

= Rp.

44,068.00

= Rp. = Rp.

8,595.00 52,663.00

11

1 M2 Pembuatan Stegger dari Bambu, Ukuran (40x50x20) Cm Bahan : 1.000 0.250 Upah : 0.017 0.002 0.250 0.013 Btg Kg Oh Oh Oh Oh Bambu 0 6 -10/600 Cm Tali Ijuk Tukang Kayu Pekerja Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 8,250.00 27,500.00 28,500.00 24,000.00 28,000.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 8,250.00 6,875.00 484.50 48.00 7,000.00 390.00 = Rp. = Rp. 7,922.50 23,047.50 = Rp. 15,125.00

12

1 M Pembuatan Jalan Sementara Bahan : 0.150 0.090 0.010 Upah : 1.000 0.050 M 3 M M3 Oh Oh3

2

Batu Belah 15/20 Batu Pecah 5/7 Pasir Pasang Pekerja Mandor

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

95,000.00 110,000.00 145,000.00 24,000.00 30,000.00

= Rp. = Rp. = Rp. = Rp. = Rp.

14,250.00 9,900.00 1,450.00 24,000.00 1,500.00 = Rp. = Rp. 25,500.00 51,100.00 = Rp. 25,600.00

13

1 M Bongkaran Beton Bertulang Upah : 6.667 0.333 Oh Oh Pekerja Mandor @ Rp. @ Rp. 24,000.00 30,000.00 = Rp. = Rp. 160,008.00 9,990.00 = Rp. = Rp. 169,998.00 169,998.00

3

14

1 M3 Bongkaran Dinding Tembok Bata Merah Upah : 6.667 0.033 Oh Oh Pekerja Mandor @ Rp. @ Rp. 24,000.00 30,000.00 = Rp. = Rp. 160,008.00 990.00

= Rp. = Rp.

160,998.00 160,998.00

15

1 M Pagar Kawat Jaring Galvanis, Tinggi 1.00 Meter Bahan : 0.434 Lbr Pagar Kawat Jaring Upah : 0.042 0.004 0.042 0.002 Oh Oh Oh Oh Pekerja Kepala Tukang Tukang Mandor

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

15,000.00 24,000.00 28,000.00 28,000.00 30,000.00

= Rp. = Rp. = Rp. = Rp. = Rp.

6,510.00 1,008.00 112.00 1,176.00 60.00

= Rp.

6,510.00

= Rp. = Rp.

2,356.00 8,866.00

16

1 M Pagar Beton Pracetak (5x50x213) Cm Bahan : 0.986 Lbr Panel Beton Pracetak 0.525 Btg Kolom Beton Pracetak

@ Rp. @ Rp.

715,000.00 17,600.00

= Rp. = Rp.

704,990.00 9,240.00

0.074 0.146 45.000 Upah : 0.125 0.375 0.012 0.019

M3 M3 Kg Oh Oh Oh Oh

Pasir Beton Koral 2/3 Semen Abu - abu Tukang Batu Pekerja Kepala Tukang Mandor

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

165,000.00 137,500.00 3,200.00 28,000.00 24,000.00 28,500.00 30,000.00

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

12,210.00 20,075.00 144,000.00 3,500.00 9,000.00 342.00 570.00

= Rp.

890,515.00

= Rp. = Rp.

13,412.00 903,927.00

B.1

PEKERJAAN TANAH1 m Galian Tanah Biasa sedalam 1 Meter Upah : 0.400 0.040 Oh Oh Pekerja Mandor @ Rp. @ Rp. 24,000.00 30,000.00 = Rp. = Rp. 9,600.00 1,200.00 = Rp. = Rp. 10,800.00 10,800.00

2

1 m Galian Tanah Biasa sedalam 2 Meter Upah : 0.526 0.052 Oh Oh Pekerja Mandor @ Rp. @ Rp. 24,000.00 30,000.00 = Rp. = Rp. 12,624.00 1,560.00 = Rp. = Rp. 14,184.00 14,184.00

3

1 m Galian Tanah Biasa sedalam 3 Meter Upah : 0.735 0.073 Oh Oh Pekerja Mandor @ Rp. @ Rp. 24,000.00 30,000.00 = Rp. = Rp. 17,640.00 2,190.00 = Rp. = Rp. 19,830.00 19,830.00

4

1 m Galian Tanah Keras sedalam 1 Meter Upah : 0.625 0.062 Oh Oh Pekerja Mandor @ Rp. @ Rp. 24,000.00 30,000.00 = Rp. = Rp. 15,000.00 1,860.00 = Rp. = Rp. 16,860.00 16,860.00

5

1 m Galian Tanah Cadas sedalam 1 Meter Upah : 1.250 0.125 Oh Oh Pekerja Mandor @ Rp. @ Rp. 24,000.00 30,000.00 = Rp. = Rp. 30,000.00 3,750.00 = Rp. = Rp. 33,750.00 33,750.00

6

1 m Galian Tanah Lumpur sedalam 1 Meter Upah : 0.823 0.083 Oh Oh Pekerja Mandor @ Rp. @ Rp. 24,000.00 30,000.00 = Rp. = Rp. 19,752.00 2,490.00

= Rp. = Rp.

22,242.00 22,242.00

7

1 m Pekerjaan Stripping Setinggi 1 Meter Upah : 0.050 0.005 Oh Oh Pekerja Mandor @ Rp. @ Rp. 24,000.00 30,000.00 = Rp. = Rp. 1,200.00 150.00

= Rp. = Rp.

1,350.00 1,350.00

8

1 M3 Pembuangan Tanah Sejauh 150 Meter Upah : 0.516 0.050 Oh Oh Pekerja Mandor @ Rp. @ Rp. 24,000.00 30,000.00 = Rp. = Rp. 12,384.00 1,500.00 = Rp. = Rp. 13,884.00 13,884.00

9

1 M3 Urugan Kembali Upah : 0.192 0.019 Oh Oh Pekerja Mandor @ Rp. @ Rp. 24,000.00 30,000.00 = Rp. = Rp. 4,608.00 570.00

= Rp. = Rp.

5,178.00 5,178.00

10

1 M3 Pemadatan Tanah Upah : 0.500 0.050 Oh Oh Pekerja Mandor @ Rp. @ Rp. 24,000.00 30,000.00 = Rp. = Rp. 12,000.00 1,500.00

= Rp. = Rp.

13,500.00 13,500.00

11

1 M3 Urugan Pasir

Bahan : 1.200 Upah : 0.300 0.010 123

Oh Oh Oh

Pasir Urug Pekerja Mandor

@ Rp. @ Rp. @ Rp.

130,000.00 24,000.00 30,000.00

= Rp. = Rp. = Rp.

156,000.00 7,200.00 300.00

= Rp.

156,000.00

= Rp. = Rp.

7,500.00 163,500.00

1 M Lapisan Pudel Camp. 1 Kp : 3 Ps : 7 TL Bahan : 0.330 0.109 0.763 Upah : 0.833 0.416 0.040 0.083 Oh Oh Oh Oh Oh Oh Oh Pasir Urug Kapur Padam Tanah Liat Pekerja Tukang Gali Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 130,000.00 27,500.00 0.00 24,000.00 24,000.00 28,500.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 42,900.00 2,997.50 0.00 19,992.00 9,984.00 1,140.00 2,490.00

= Rp.

45,897.50

= Rp. = Rp.

33,606.00 79,503.50

13

1 M Lapisan Pudel Camp. 1 Kp : 5 TL Bahan : 0.200 1.000 Upah : 0.833 0.416 0.041 0.081 Oh Oh Oh Oh Oh Oh Kapur Padam Tanah Liat Pekerja Tukang Gali Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 27,500.00 0.00 24,000.00 24,000.00 28,500.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 5,500.00 0.00 19,992.00 9,984.00 1,168.50 2,430.00 = Rp. = Rp. 33,574.50 39,074.50 = Rp. 5,500.00

3

15

1 M Pemasangan Lapisan Ijuk Bahan : 1.200 Upah : 0.150 0.015 Oh Oh Oh Ijuk Pekerja Mandor @ Rp. @ Rp. @ Rp. 27,500.00 24,000.00 30,000.00 = Rp. = Rp. = Rp. 33,000.00 3,600.00 450.00 = Rp. = Rp. 4,050.00 37,050.00 = Rp. 33,000.00

3

16

1 M3 Pemasangan Lapisan Ijuk Bahan : 1.200 Upah : 0.250 0.025 Oh Oh Oh Sirtu Pekerja Mandor @ Rp. @ Rp. @ Rp. 110,000.00 24,000.00 30,000.00 = Rp. = Rp. = Rp. 132,000.00 6,000.00 750.00 = Rp. 132,000.00

= Rp. = Rp.

6,750.00 138,750.00

17

1 M2 Pembuatan Jalan Sementara, Tebal 25 Cm Bahan : 0.275 0.030 0.050 Upah : 1.000 0.040 0.100 Oh Oh Oh Oh Oh Oh Batu Belah Kerikil Pasir Urug Pekerja Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 95,000.00 137,500.00 130,000.00 24,000.00 28,500.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 26,125.00 4,125.00 6,500.00 24,000.00 1,140.00 3,000.00 = Rp. 36,750.00

= Rp. = Rp.

28,140.00 64,890.00

C 1

ANALISA BIAYA KONSTRUKSI PEKERJAAN PONDASI 1 M3 Pasangan Pondasi Batu Kosong Bahan : 1.200 0.300 Upah : 0.780 0.300 0.039 0.039 M3 M3 Oh Oh Oh Oh Batu Belah 15 / 20 Pasir Urug Pekerja Tukang Batu Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 95,000.00 130,000.00 24,000.00 30,000.00 28,500.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 114,000.00 39,000.00 18,720.00 9,000.00 1,111.50 1,170.00 = Rp. 153,000.00

= Rp.

30,001.50

= Rp. 2 1 M3 Pasangan Pondasi Batu Kali, 1 Pc : 1 Ps Bahan : 1.100 7.840 0.314 Upah : 1.500 0.600 0.060 0.075 33

183,001.50

M

3

Batu Belah 15 / 20 Semen Portland Pasir Pasang Pekerja Tukang Gali Kepala Tukang Mandor

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

95,000.00 43,155.00 145,000.00 24,000.00 24,000.00 28,500.00 30,000.00

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

104,500.00 338,335.20 45,530.00 36,000.00 14,400.00 1,710.00 2,250.00 = Rp. 488,365.20

Zak M3 Oh Oh Oh Oh

= Rp. = Rp.

54,360.00 542,725.20

1 M Pasangan Pondasi Batu Kali, 1 Pc : 2 Ps Bahan : 1.100 5.340 0.427 Upah : 1.500 0.600 0.060 0.075 Oh Oh Oh Oh Pekerja Tukang Gali Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. 24,000.00 24,000.00 28,500.00 30,000.00 = Rp. = Rp. = Rp. = Rp. 36,000.00 14,400.00 1,710.00 2,250.00 = Rp. = Rp. 54,360.00 451,222.70 M3

Zak 3 M

Batu Belah 15 / 20 Semen Portland Pasir Pasang

@ Rp. @ Rp. @ Rp.

95,000.00 43,155.00 145,000.00

= Rp. = Rp. = Rp.

104,500.00 230,447.70 61,915.00

= Rp.

396,862.70

4

1 M3 Pasangan Pondasi Batu Kali, 1 Pc : 2.5 Ps Bahan : 1.100 5.000 0.314 Upah : 1.500 0.600 0.060 0.075 M3 Zak 3 M Oh Oh Oh Oh Batu Belah 15 / 20 Semen Portland Pasir Pasang Pekerja Tukang Gali Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 95,000.00 43,155.00 145,000.00 24,000.00 24,000.00 28,500.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 104,500.00 215,775.00 45,530.00 36,000.00 14,400.00 1,710.00 2,250.00 = Rp. = Rp. 54,360.00 420,165.00 = Rp. 365,805.00

5

1 M3 Pasangan Pondasi Batu Kali, 1 Pc : 3 Ps Bahan : 1.100 4.040 0.485 Upah : 1.500 0.600 0.060 0.075 M3

Zak 3 M Oh Oh Oh Oh


@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

95,000.00 43,155.00 145,000.00 24,000.00 24,000.00 28,500.00 30,000.00

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

104,500.00 174,346.20 70,325.00 36,000.00 14,400.00 1,710.00 2,250.00

= Rp.

349,171.20

= Rp. = Rp.

54,360.00 403,531.20

6

1 M3 Pasangan Pondasi Batu Kali, 1 Pc : 4 Ps Bahan : 1.100 3.260 0.520 Upah : 1.500 0.600 0.060 0.075 M3

Zak M3 Oh Oh Oh Oh


@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

95,000.00 43,155.00 145,000.00 24,000.00 24,000.00 28,500.00 30,000.00

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

104,500.00 140,685.30 75,400.00 36,000.00 14,400.00 1,710.00 2,250.00

= Rp.

320,585.30

= Rp. = Rp.

54,360.00 374,945.30

7

1 M3 Pasangan Pondasi Batu Kali, 1 Pc : 5 Ps Bahan : 1.100 2.720 0.544 M3 Zak M3 Batu Belah 15 / 20 Semen Portland Pasir Pasang @ Rp. @ Rp. @ Rp. 95,000.00 43,155.00 145,000.00 = Rp. = Rp. = Rp. 104,500.00 117,381.60 78,880.00

= Rp.

300,761.60

Upah : 1.500 0.600 0.060 0.075 83

Oh Oh Oh Oh

Pekerja Tukang Gali Kepala Tukang Mandor

@ Rp. @ Rp. @ Rp. @ Rp.

24,000.00 24,000.00 28,500.00 30,000.00

= Rp. = Rp. = Rp. = Rp.

36,000.00 14,400.00 1,710.00 2,250.00 = Rp. = Rp. 54,360.00 355,121.60

1 M Pasangan Pondasi Batu Kali, 1 Pc : 6 Ps Bahan : 1.100 2.340 0.561 Upah : 1.500 0.600 0.060 0.075 M3

Zak 3 M Oh Oh Oh Oh


@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

95,000.00 43,155.00 145,000.00 24,000.00 24,000.00 28,500.00 30,000.00

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

104,500.00 100,982.70 81,345.00 36,000.00 14,400.00 1,710.00 2,250.00

= Rp.

286,827.70

= Rp. = Rp.

54,360.00 341,187.70

9

1 M Pasangan Pondasi Batu Kali, 1 Pc : 8 Ps Bahan : 1.100 1.820 0.561 Upah : 1.500 0.600 0.060 0.075 M3 Zak M3 Oh Oh Oh Oh Batu Belah 15 / 20 Semen Portland Pasir Pasang Pekerja Tukang Gali Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 95,000.00 43,155.00 145,000.00 24,000.00 24,000.00 28,500.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 104,500.00 78,542.10 81,345.00 36,000.00 14,400.00 1,710.00 2,250.00 = Rp. 264,387.10

3

= Rp. = Rp.

54,360.00 318,747.10

10

1 M Pasangan Pondasi Batu Kali, 1 Kp : 1 Sm : 1 Ps Bahan : 1.100 0.229 0.229 0.544 Upah : 1.500 0.600 0.060 0.075 M3 Kg Kg M3 Oh Oh Oh Oh Batu Belah 15 / 20 Kapur Pasang Semen Merah Pasir Pasang Pekerja Tukang Gali Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 95,000.00 165,000.00 78,400.00 145,000.00 24,000.00 24,000.00 28,500.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 104,500.00 37,785.00 17,953.60 78,880.00 36,000.00 14,400.00 1,710.00 2,250.00 = Rp. 239,118.60

3

= Rp. = Rp.

54,360.00 293,478.60

11

1 M Pasangan Pondasi Batu Kali, 1 Kp : 1 Sm : 2 Ps Bahan : 1.100 0.170 0.170 0.340 Upah : 1.500 0.600 0.060 0.075 M3 Kg M3 M3 Oh Oh Oh Oh Batu Belah 15 / 20 Kapur Pasang Semen Merah Pasir Pasang Pekerja Tukang Gali Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 95,000.00 165,000.00 78,400.00 145,000.00 24,000.00 24,000.00 28,500.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 104,500.00 28,050.00 13,328.00 49,300.00 36,000.00 14,400.00 1,710.00 2,250.00 = Rp. 195,178.00

3

= Rp. = Rp.

54,360.00 249,538.00

12

1 M3 Pasangan Pondasi Batu Kali, 1 Pc : 1/4 Kp : 4 Ps Bahan : 1.100 3.120 0.032 0.584 Upah : 1.500 0.600 M3 Zak M3 M3 Oh Oh Batu Belah 15 / 20 Semen Portland Kapur Pasang Pasir Pasang Pekerja Tukang Gali @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 95,000.00 43,155.00 27,500.00 145,000.00 24,000.00 24,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 104,500.00 134,643.60 880.00 84,680.00 36,000.00 14,400.00

= Rp.

324,703.60

0.060 0.075 133

Oh Oh

Kepala Tukang Mandor

@ Rp. @ Rp.

28,500.00 30,000.00

= Rp. = Rp.

1,710.00 2,250.00

= Rp. = Rp.

54,360.00 379,063.60

1 M Pasangan Pondasi Batu Kali, 3 Pc : 3 Kp : 10 Ps Bahan : 1.100 1.220 0.147 0.492 Upah : 1.500 0.600 0.060 0.075 M3 Zak 3 M 3 M Oh Oh Oh Oh Batu Belah 15 / 20 Semen Portland Kapur Pasang Pasir Pasang Pekerja Tukang Gali Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 95,000.00 43,155.00 27,500.00 145,000.00 24,000.00 24,000.00 28,500.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 104,500.00 52,649.10 4,042.50 71,340.00 36,000.00 14,400.00 1,710.00 2,250.00 = Rp. = Rp. 54,360.00 286,891.60 = Rp. 232,531.60

14

1 M3 Pasangan Pondasi Batu Kali, 1/4 Pc : 1 Kp : 4 Ps Bahan : 1.100 0.820 0.131 0.523 Upah : 1.500 0.600 0.060 0.075 M3

Batu Belah 15 / 20 Semen Portland Kapur Pasang Pasir Pasang Pekerja Tukang Gali Kepala Tukang Mandor

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

95,000.00 43,155.00 27,500.00 145,000.00 24,000.00 24,000.00 28,500.00 30,000.00

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

104,500.00 35,387.10 3,602.50 75,835.00 36,000.00 14,400.00 1,710.00 2,250.00 = Rp. = Rp. 54,360.00 273,684.60 = Rp. 219,324.60

Zak M3 M3 Oh Oh Oh Oh

15

1 M Pasang Pondasi Siklop 40 % Batu Kali Bahan : 75.000 4.04 0.320 0.490 0.800 Upah : 3.000 0.850 0.085 0.150 Kg Zak 3 M 3 M Kg Oh Oh Oh Oh Besi Beton Semen Portland Pasir Beton Koral Beton Kawat Beton Pekerja Tukang Batu Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 5,850.00 43,155.00 165,000.00 137,500.00 13,000.00 24,000.00 30,000.00 31,500.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 438,750.00 174,346.20 52,800.00 67,375.00 10,400.00 72,000.00 25,500.00 2,677.50 4,500.00 = Rp. 743,671.20

3

= Rp. = Rp.

104,677.50 848,348.70

16

1 M Pasang Pondasi Sumuran Diameter 100 Cm Bahan : 0.450 5.60 0.450 0.670 Upah : 2.380 0.300 0.030 0.080 M3 Zak M3 M3 Oh Oh Oh Oh Batu Belah 15 / 20 Semen Portland Pasir Beton Koral Beton Pekerja Tukang Batu Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 95,000.00 43,155.00 165,000.00 137,500.00 24,000.00 30,000.00 31,500.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 42,750.00 241,668.00 74,250.00 92,125.00 57,120.00 9,000.00 945.00 2,400.00 = Rp. 450,793.00

3

= Rp. = Rp.

69,465.00 520,258.00

17

Pembuatan Tiang Pancang (40x40) Cm, Beton Bertulang Bahan : M3 0.019 Pasir Urug Darat M3 0.09 Pasir Beton M3 0.150 Koral Beton 1.21 45.00 0.90 0.032 Zak Kg Kg M3 Semen Portland Besi Beton Kawat Beton Kayu Kaso 5/7

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

130,000.00 165,000.00 137,500.00 43,155.00 5,850.00 13,000.00 715,000.00

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

2,470.00 15,510.00 20,625.00 52,217.55 263,250.00 11,700.00 22,880.00

0.120 0.090 0.240 Upah : 1.000 0.670 0.067 0.050 18

Kg Lt Kg Oh Oh Oh Oh

Paku Minyak Bekisting Plamuur Tembok Pekerja Tukang Batu Kepala Tukang Mandor

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

9,100.00 18,050.00 35,000.00 24,000.00 30,000.00 31,500.00 30,000.00

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

1,092.00 1,624.50 8,400.00 24,000.00 20,100.00 2,110.50 1,500.00

= Rp.

399,769.05

= Rp. = Rp.

47,710.50 447,479.55

Pembuatan Tiang Pancang (35x35) Cm, Beton Bertulang Bahan : 3 M 0.016 Pasir Urug Darat 3 M 0.08 Pasir Beton 3 M 0.125 Koral Beton 0.98 34.50 0.700 0.027 0.120 0.090 0.200 Upah : 0.800 0.500 0.050 0.040 Zak Kg Kg 3 M Kg Lt Kg Oh Oh Oh Oh Semen Portland Besi Beton Kawat Beton Kayu Kaso 5/7 Paku Minyak Bekisting Plamuur Tembok Pekerja Tukang Batu Kepala Tukang Mandor

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

130,000.00 165,000.00 137,500.00 43,155.00 5,850.00 13,000.00 880,000.00 9,350.00 18,050.00 35,000.00 24,000.00 30,000.00 31,500.00 30,000.00

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

2,080.00 13,200.00 17,187.50 42,291.90 201,825.00 9,100.00 23,760.00 1,122.00 1,624.50 7,000.00 19,200.00 15,000.00 1,575.00 1,200.00 = Rp. = Rp. 36,975.00 356,165.90 = Rp. 319,190.90

D 1

Analisa Biaya Konstruksi Pekerjaan Beton 3 1 M Membuat Beton Tumbuk, 1 Pc : 3 Ps : 5 Kr Bahan : 5.620 0.520 0.870 Upah : 1.650 0.250 0.025 0.080 Zak 3 M 3 M Oh Oh Oh Oh Semen Portland Pasir Beton Koral Beton Pekerja Tukang Batu Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 43,155.00 165,000.00 137,500.00 24,000.00 30,000.00 31,500.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 242,531.10 85,800.00 119,625.00 39,600.00 7,500.00 787.50 2,400.00 = Rp. = Rp. 50,287.50 498,243.60 = Rp. 447,956.10

2

1 M3 Membuat Beton Tumbuk, 1 Pc : 3 Ps : 6 Kr Bahan : 3.940 0.470 0.940 Upah : 1.650 0.250 0.025 0.080 Zak M3 M3 Oh Oh Oh Oh Semen Portland Pasir Beton Koral Beton Pekerja Tukang Batu Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 43,155.00 165,000.00 137,500.00 24,000.00 30,000.00 31,500.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 170,030.70 77,550.00 129,250.00 39,600.00 7,500.00 787.50 2,400.00 = Rp. = Rp. 50,287.50 427,118.20

= Rp.

376,830.70

3

1 M3 Membuat Beton Tumbuk, 1 Pc : 4 Ps : 6 Kr Bahan : 3.460 0.570 0.870 Upah : 1.650 0.250 0.025 0.080 Zak M3 M3 Oh Oh Oh Oh Semen Portland Pasir Beton Koral Beton Pekerja Tukang Batu Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 43,155.00 165,000.00 137,500.00 24,000.00 30,000.00 31,500.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 149,316.30 94,050.00 119,625.00 39,600.00 7,500.00 787.50 2,400.00

= Rp.

376,830.70

= Rp. = Rp.

50,287.50 427,118.20

4

1 M3 Membuat Lantai Kerja Beton Tumbuk, 1 Pc : 3 Ps : 5 Kr Bahan : 0.200 0.026 0.044 Upah : 1.150 0.020 0.002 0.006 Zak 3 M M3 Oh Oh Oh Oh Semen Portland Pasir Beton Koral Beton Pekerja Tukang Batu Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 43,155.00 165,000.00 137,500.00 24,000.00 30,000.00 31,500.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 8,631.00 4,290.00 6,050.00 27,600.00 600.00 63.00 180.00 = Rp. 18,971.00

= Rp. = Rp.

28,443.00 47,414.00

5

1 M Membuat Beton Bertulang, 1 Pc : 2 Ps : 3 Kr Bahan : 4.640 0.520 0.780 Upah : 1.650 0.250 0.025 0.080 Zak 3 M M3 Oh Oh Oh Oh Semen Portland Pasir Beton Koral Beton Pekerja Tukang Batu Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 43,155.00 165,000.00 137,500.00 24,000.00 30,000.00 31,500.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 200,239.20 85,800.00 107,250.00 39,600.00 7,500.00 787.50 2,400.00 = Rp. = Rp. 50,287.50 443,576.70

3

= Rp.

393,289.20

6

1 M3 Membuat Beton Bertulang, 1 Pc : 2 Ps : 4 Kr Bahan : 5.600 0.450 0.900 Upah : 1.650 0.250 0.025 0.080 Zak M3 M3

Semen Portland Pasir Beton Koral Beton Pekerja Tukang Batu Kepala Tukang Mandor

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

43,155.00 165,000.00 137,500.00 24,000.00 30,000.00 31,500.00 30,000.00

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

241,668.00 74,250.00 123,750.00 39,600.00 7,500.00 787.50 2,400.00

= Rp.

439,668.00

Oh Oh Oh Oh

= Rp. = Rp.

50,287.50 489,955.50

7

1 M3 Membuat Beton Bertulang, 1 Pc : 2 Ps : 2.5 Kr Bahan : 7.040 0.560 0.700 Upah : 1.650 0.250 0.025 0.080 Zak 3 M M3


@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

43,155.00 165,000.00 137,500.00 24,000.00 30,000.00 31,500.00 30,000.00

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

303,811.20 92,400.00 96,250.00 39,600.00 7,500.00 787.50 2,400.00 = Rp. = Rp. 50,287.50 542,748.70 = Rp. 492,461.20

Oh Oh Oh Oh

8

1 M3 Membuat Beton Bertulang, 1 Pc : 5 Ps : 3 Kr Bahan : 7.140 0.420 0.540 Upah : 1.650 0.250 0.025 0.080 Zak 3 M M3 Oh Oh Oh Oh Semen Portland Pasir Beton Koral Beton Pekerja Tukang Batu Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 43,155.00 165,000.00 137,500.00 24,000.00 30,000.00 31,500.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 308,126.70 69,300.00 74,250.00 39,600.00 7,500.00 787.50 2,400.00 = Rp. 451,676.70

= Rp. = Rp.

50,287.50 501,964.20

9

1 M3 Membuat Beton Bertulang, 1 Pc : 1,5 Ps : 2.5 Kr Bahan : 7.720 0.470 0.780 Upah : Zak M3 M3 Semen Portland Pasir Beton Koral Beton @ Rp. @ Rp. @ Rp. 43,155.00 165,000.00 137,500.00 = Rp. = Rp. = Rp. 333,156.60 77,550.00 107,250.00

= Rp.

517,956.60

1.650 0.250 0.025 0.080 10

Oh Oh Oh Oh

Pekerja Tukang Batu Kepala Tukang Mandor

@ Rp. @ Rp. @ Rp. @ Rp.

24,000.00 30,000.00 31,500.00 30,000.00

= Rp. = Rp. = Rp. = Rp.

39,600.00 7,500.00 787.50 2,400.00 = Rp. = Rp. 50,287.50 568,244.10

1 M3 Membuat Beton Bertulang, 1 Pc : 1 Ps : 2 Kr Bahan : 9.580 0.370 0.740 Upah : 1.650 0.250 0.025 0.080 Zak 3 M 3 M Oh Oh Oh Oh Semen Portland Pasir Beton Koral Beton Pekerja Tukang Batu Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 43,155.00 165,000.00 137,500.00 24,000.00 30,000.00 31,500.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 413,424.90 61,050.00 101,750.00 39,600.00 7,500.00 787.50 2,400.00

= Rp.

576,224.90

= Rp. = Rp.

50,287.50 626,512.40

11

1 M Membuat Tiang Pancang Prestressed Beton Bahan : 8.800 0.500 0.800 2.460 Upah : 1.650 0.250 0.025 0.080 Zak M3 M3 Gln Oh Oh Oh Oh Semen Portland Pasir Beton Koral Beton Rapidrant Pekerja Tukang Batu Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 43,155.00 165,000.00 137,500.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 379,764.00 82,500.00 110,000.00 0.00 39,600.00 7,500.00 787.50 2,400.00 = Rp. 572,264.00

3

24,000.00 30,000.00 31,500.00 30,000.00

= Rp. = Rp.

50,287.50 622,551.50

12

1 M Membuat Beton dengan Puzzdith - 100 XR Bahan : 6.720 0.540 0.810 1.000 Upah : 1.650 0.250 0.025 0.080 Zak 3 M 3 M Ltr Oh Oh Oh Oh Semen Portland Pasir Beton Koral Beton Puzzdith - 100 XR Pekerja Tukang Batu Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 24,000.00 30,000.00 31,500.00 30,000.00 43,155.00 165,000.00 137,500.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 290,001.60 89,100.00 111,375.00 0.00 39,600.00 7,500.00 787.50 2,400.00 = Rp. 490,476.60

3

= Rp. = Rp.

50,287.50 540,764.10

13

1 M Membuat Beton Bertulang 1 Pc : 2 Ps : 3 Kr Bahan : 6.720 0.540 0.810 Upah : 2.000 0.350 0.035 1.000 Zak M3 M3 Oh Oh Oh Oh Semen Portland Pasir Beton Koral Beton Pekerja Tukang Batu Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 43,155.00 165,000.00 137,500.00 24,000.00 30,000.00 31,500.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 290,001.60 89,100.00 111,375.00 48,000.00 10,500.00 1,102.50 30,000.00 = Rp. 490,476.60

3

= Rp. = Rp.

89,602.50 580,079.10

14

1 M3 Membuat Beton Bertulang 1 Pc : 2 Ps : 4 Kr Bahan : 5.820 0.470 0.930 Upah : 2.000 0.350 0.035 1.000 Zak M3 M3 Oh Oh Oh Oh Semen Portland Pasir Beton Koral Beton Pekerja Tukang Batu Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 43,155.00 165,000.00 137,500.00 24,000.00 30,000.00 31,500.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 251,162.10 77,550.00 127,875.00 48,000.00 10,500.00 1,102.50 30,000.00 = Rp. 456,587.10

= Rp.

89,602.50

= Rp. 15 1 M3 Membuat Beton Bertulang 1 Pc : 1.5 Ps : 3 Kr Bahan : 7.340 0.440 0.880 Upah : 2.000 0.350 0.035 1.000 163

546,189.60

Zak M3 M3 Oh Oh Oh Oh

Semen Portland Pasir Beton Koral Beton 2/3 Pekerja Tukang Batu Kepala Tukang Mandor

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

43,155.00 165,000.00 137,500.00 24,000.00 30,000.00 31,500.00 30,000.00

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

316,757.70 72,600.00 121,000.00 48,000.00 10,500.00 1,102.50 30,000.00 = Rp. 510,357.70

= Rp. = Rp.

89,602.50 599,960.20

1 M Membuat Beton Bertulang 1 Pc : 1.5 Ps : 2.5 Kr Bahan : 8.000 0.480 0.880 Upah : 2.000 0.350 0.035 1.000 Oh Oh Oh Oh Pekerja Tukang Batu Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. 24,000.00 30,000.00 31,500.00 30,000.00 = Rp. = Rp. = Rp. = Rp. 48,000.00 10,500.00 1,102.50 30,000.00 = Rp. = Rp. 89,602.50 635,042.50 Zak M3 M3

Semen Portland Pasir Beton Koral Beton 2/3

@ Rp. @ Rp. @ Rp.

43,155.00 165,000.00 137,500.00

= Rp. = Rp. = Rp.

345,240.00 79,200.00 121,000.00

= Rp.

545,440.00

17

1 M3 Membuat Beton Bertulang 1 Pc : 1 Ps : 1 Kr Bahan : 12.300 0.520 0.520 Upah : 2.000 0.350 0.035 1.000 Zak 3 M 3 M Oh Oh Oh Oh Semen Portland Pasir Beton Koral Beton Pekerja Tukang Batu Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 43,155.00 165,000.00 137,500.00 24,000.00 30,000.00 31,500.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 530,806.50 85,800.00 71,500.00 48,000.00 10,500.00 1,102.50 30,000.00 = Rp. = Rp. 89,602.50 777,709.00 = Rp. 688,106.50

18

1 M3 Membuat Beton Kedap Air dengan Strorox - 100 Bahan : 8.000 0.480 0.800 1.200 Upah : 2.000 0.350 0.035 1.000 Zak 3 M 3 M Kg Oh Oh Oh Oh Semen Portland Pasir Beton Koral Beton Strorox - 100 Pekerja Tukang Batu Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 43,155.00 165,000.00 137,500.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 345,240.00 79,200.00 110,000.00 0.00 48,000.00 10,500.00 1,102.50 30,000.00 = Rp. = Rp. 89,602.50 624,042.50

= Rp.

534,440.00

24,000.00 30,000.00 31,500.00 30,000.00

19

1 M' Memasang PVC Waterstop Lebar 150 mm Bahan : 1.050 Upah : 0.050 0.030 0.003 0.002 M1 Oh Oh Oh Oh Waterstop Lebar 150 mm Pekerja Tukang Batu Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 150,000.00 24,000.00 30,000.00 31,500.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. 157,500.00 1,200.00 900.00 94.50 60.00 = Rp. 157,500.00

= Rp. = Rp.

2,254.50 159,754.50

20

1 M' Memasang PVC Waterstop Lebar 200 mm Bahan : M1 1.050 Waterstop Lebar 200 mm Upah : 0.050 Oh Pekerja 0.030 Oh Tukang Batu

@ Rp. @ Rp. @ Rp.

155,000.00 24,000.00 30,000.00

= Rp. = Rp. = Rp.

162,750.00 1,200.00 900.00

= Rp.

162,750.00

0.003 0.002 21

Oh Oh

Kepala Tukang Mandor

@ Rp. @ Rp.

31,500.00 30,000.00

= Rp. = Rp.

94.50 60.00

= Rp. = Rp.

2,254.50 165,004.50

1 M' Memasang PVC Waterstop Lebar 230 mm Bahan : 1.050 Upah : 0.550 0.035 0.003 M1 Oh Oh Oh Waterstop Lebar 230 mm Pekerja Tukang Batu Mandor @ Rp. @ Rp. @ Rp. @ Rp. 155,000.00 24,000.00 30,000.00 30,000.00 = Rp. = Rp. = Rp. = Rp. 162,750.00 13,200.00 1,050.00 90.00 = Rp. 162,750.00

= Rp. = Rp.

14,340.00 177,090.00

22

1 M' Memasang PVC Waterstop Lebar 250 mm Bahan : 1.050 Upah : 0.550 0.035 0.003 M1

Waterstop Lebar 250 mm Pekerja Tukang Batu Mandor

@ Rp. @ Rp. @ Rp. @ Rp.

155,000.00 24,000.00 30,000.00 30,000.00

= Rp. = Rp. = Rp. = Rp.

162,750.00 13,200.00 1,050.00 90.00

= Rp.

162,750.00

Oh Oh Oh

= Rp. = Rp.

14,340.00 177,090.00

23

1 M' Memasang PVC Waterstop Lebar 300 mm Bahan : 1.050 Upah : 0.550 0.035 0.003 M1 Oh Oh Oh Waterstop Lebar 300 mm Pekerja Tukang Batu Mandor @ Rp. @ Rp. @ Rp. @ Rp. 155,000.00 24,000.00 30,000.00 30,000.00 = Rp. = Rp. = Rp. = Rp. 162,750.00 13,200.00 1,050.00 90.00 = Rp. = Rp. 14,340.00 177,090.00 = Rp. 162,750.00

24

1 M' Memasang PVC Waterstop Lebar 320 mm Bahan : 1 M 1.050 Waterstop Lebar 320 mm Upah : 0.550 Oh Pekerja 0.035 0.003 Oh Oh Tukang Batu Mandor

@ Rp. @ Rp. @ Rp. @ Rp.

155,000.00 24,000.00 30,000.00 30,000.00

= Rp. = Rp. = Rp. = Rp.

162,750.00 13,200.00 1,050.00 90.00

= Rp.

162,750.00

= Rp. = Rp.

14,340.00 177,090.00

25

1 Kg Pembesian Dengan Besi Polos atau Besi Ulir Bahan : 1.050 0.015 Upah : 0.007 0.007 0.0007 0.0003 Kg Kg Oh Oh Oh Oh Besi Beton ( Polos/ Ulir ) Kawat Beton Pekerja Tukang Besi Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 5,850.00 13,000.00 24,000.00 30,000.00 31,500.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 6,142.50 195.00 168.00 210.00 22.05 9.00

= Rp.

6,337.50

= Rp. = Rp.

409.05 6,746.55

26

1 Kg Kabel Presstressed Polos / Strands Bahan : 1.050 0.010 Upah : 0.005 0.005 0.0005 0.0003 Kg Kg Oh Oh Oh Oh Besi Presstressed Polos Kawat Beton Pekerja Tukang Besi Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 5,850.00 13,000.00 24,000.00 30,000.00 31,500.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 6,142.50 130.00 120.00 150.00 15.75 9.00 = Rp. 6,272.50

= Rp. = Rp.

294.75 6,567.25

27

1 Kg Jaring Kawat Baja Bahan : 1.020 Kg Besi Jaring Kawat Baja 0.805 Kg Kawat Beton Upah : 0.025 Oh Pekerja

@ Rp. @ Rp. @ Rp.

75,000.00 13,000.00 24,000.00

= Rp. = Rp. = Rp.

76,500.00 10,465.00 600.00

= Rp.

86,965.00

0.025 0.0025 0.0015 28

Oh Oh Oh

Tukang Besi Kepala Tukang Mandor

@ Rp. @ Rp. @ Rp.

30,000.00 31,500.00 30,000.00

= Rp. = Rp. = Rp.

750.00 78.75 45.00

= Rp. = Rp.

1,473.75 88,438.75

1 M2 Pasangan Bekisting untuk Pondasi Bahan : 0.040 0.300 0.100 Upah : 0.300 0.260 0.026 0.005 M3

Kayu Terentang Paku Biasa 2" - 5" Minyak Bekisting Pekerja Tukang Kayu Kepala Tukang Mandor

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

715,000.00 8,250.00 18,050.00 24,000.00 28,000.00 28,500.00 30,000.00

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

28,600.00 2,475.00 1,805.00 7,200.00 7,280.00 741.00 150.00 = Rp. = Rp. 15,371.00 48,251.00 = Rp. 32,880.00

Kg Ltr Oh Oh Oh Oh

29

1 M2 Pasangan Bekisting untuk Sloof Bahan : 0.045 0.300 0.100 Upah : 0.300 0.260 0.026 0.005 M3

Kayu Terentang Paku Biasa 2" - 5" Minyak Bekisting Pekerja Tukang Kayu Kepala Tukang Mandor

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

715,000.00 8,250.00 18,050.00 24,000.00 28,000.00 28,500.00 30,000.00

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

32,175.00 2,475.00 1,805.00 7,200.00 7,280.00 741.00 150.00 = Rp. = Rp. 15,371.00 51,826.00 = Rp. 36,455.00

Kg Ltr Oh Oh Oh Oh

30

1 M Pasangan Bekisting untuk Kolom Bahan : 0.040 0.400 0.200 0.015 0.350 2.000 Upah : 0.300 0.330 0.033 0.006 M3

2

Kg Ltr 3 M Lbr Btg Oh Oh Oh Oh

Kayu Terentang Paku Biasa 2" - 5" Minyak Bekisting Balok kayu Borneo Plywood Tebal 9 mm Dolken kayu Galam o - 8-10/4 m Pekerja Tukang Kayu Kepala Tukang Mandor

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

715,000.00 8,250.00 18,050.00 880,000.00 70,000.00 17,600.00 24,000.00 28,000.00 28,500.00 30,000.00

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

28,600.00 3,300.00 3,610.00 13,200.00 24,500.00 35,200.00 7,200.00 9,240.00 940.50 180.00 = Rp. 108,410.00

= Rp. = Rp.

17,560.50 125,970.50

31

1 M Pasangan Bekisting untuk Balok Bahan : 0.040 0.400 0.200 0.018 0.350 2.000 Upah : 0.320 0.330 0.033 0.006 M3 Kg Ltr M3 Lbr Btg Oh Oh Oh Oh Kayu Terentang Paku Biasa 2" - 5" Minyak Bekisting Balok kayu Borneo Plywood Tebal 9 mm Dolken kayu Galam o - 8-10/4 m Pekerja Tukang Kayu Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 715,000.00 8,250.00 18,050.00 880,000.00 70,000.00 17,600.00 24,000.00 28,000.00 28,500.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 28,600.00 3,300.00 3,610.00 15,840.00 24,500.00 35,200.00 7,680.00 9,240.00 940.50 180.00 = Rp. = Rp. 18,040.50 129,090.50 = Rp. 111,050.00

2

32

1 M2 Pasangan Bekisting untuk Lantai Bahan : 0.040 0.400 0.200 0.015 0.350 M3 Kg Ltr M3 Lbr Kayu Terentang Paku Biasa 2" - 5" Minyak Bekisting Balok kayu Borneo Plywood Tebal 9 mm @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 715,000.00 8,250.00 18,050.00 880,000.00 70,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. 28,600.00 3,300.00 3,610.00 13,200.00 24,500.00

6.000 Upah : 0.320 0.330 0.033 0.006 332

Btg Oh Oh Oh Oh

Dolken kayu Galam o - 8-10/4 m Pekerja Tukang Kayu Kepala Tukang Mandor

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

17,600.00 24,000.00 28,000.00 28,500.00 30,000.00

= Rp. = Rp. = Rp. = Rp. = Rp.

105,600.00 7,680.00 9,240.00 940.50 180.00

= Rp.

178,810.00

= Rp. = Rp.

18,040.50 196,850.50

1 M Pasangan Bekisting untuk Dinding Bahan : 0.030 0.400 0.200 0.020 0.350 3.000 4.000 Upah : 0.320 0.330 0.033 0.006 M3

Kg Ltr 3 M Lbr Btg Bh Oh Oh Oh Oh

Kayu Terentang Paku Biasa 2" - 5" Minyak Bekisting Balok kayu Borneo Plywood Tebal 9 mm Dolken kayu Galam o - 8-10/4 m Formtie/ Penjaga jarak Bekisting/ Spacer Pekerja Tukang Kayu Kepala Tukang Mandor


715,000.00 8,250.00 18,050.00 880,000.00 70,000.00 17,600.00


21,450.00 3,300.00 3,610.00 17,600.00 24,500.00 52,800.00 0.00 7,680.00 9,240.00 940.50 180.00 = Rp. = Rp. 18,040.50 141,300.50

= Rp.

123,260.00

24,000.00 28,000.00 28,500.00 30,000.00

34

1 M2 Pasangan Bekisting untuk Tangga Bahan : 0.030 0.400 0.150 0.015 0.350 2.000 Upah : 0.320 0.330 0.033 0.006 M3 Kg Ltr 3 M Lbr Btg Oh Oh Oh Oh Kayu Terentang Paku Biasa 2" - 5" Minyak Bekisting Balok kayu Borneo Plywood Tebal 9 mm Dolken kayu Galam o - 8-10/4 m Pekerja Tukang Kayu Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 715,000.00 8,250.00 18,050.00 880,000.00 70,000.00 17,600.00 24,000.00 28,000.00 28,500.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 21,450.00 3,300.00 2,707.50 13,200.00 24,500.00 35,200.00 7,680.00 9,240.00 940.50 180.00 = Rp. = Rp. 18,040.50 118,398.00

= Rp.

100,357.50

35

1 M Membuat Beton dengan Mutu K225 Bahan : 7.760 0.650 0.650 Upah : 6.000 1.000 0.100 0.300 Zak M3 M3

3


@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

43,155.00 165,000.00 137,500.00 24,000.00 30,000.00 31,500.00 30,000.00

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

334,882.80 107,250.00 89,375.00 144,000.00 30,000.00 3,150.00 9,000.00

= Rp.

531,507.80

Oh Oh Oh Oh

= Rp. = Rp.

186,150.00 717,657.80

36

1 M Membuat Beton dengan Mutu K275 Bahan : 8.000 0.400 0.820 Upah : 6.000 1.000 0.100 0.300 Zak M3 M3 Oh Oh Oh Oh Semen Portland Pasir Beton Koral Beton Pekerja Tukang Batu Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 43,155.00 165,000.00 137,500.00 24,000.00 30,000.00 31,500.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 345,240.00 66,000.00 112,750.00 144,000.00 30,000.00 3,150.00 9,000.00 = Rp. = Rp. 186,150.00 710,140.00 = Rp. 523,990.00

3

37

1 M2 Pasangan Jembatan Cor Bahan : 0.0264 M3 Kayu Terentang @ Rp. 715,000.00 = Rp. 18,876.00

0.600 0.500 Upah : 0.150 0.050 0.005 0.007 383

Kg Btg Oh Oh Oh Oh

Paku Biasa 2" - 5" Dolken kayu Galam o - 8-10/4 m Pekerja Tukang Kayu Kepala Tukang Mandor

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

7,700.00 17,600.00 24,000.00 28,000.00 31,500.00 30,000.00

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

4,620.00 8,800.00 3,600.00 1,400.00 157.50 210.00

= Rp.

32,296.00

= Rp. = Rp.

5,367.50 37,663.50

1 M Membuat Pondasi Beton Bertulang (150 Kg Besi dan Bekisting) Bahan : 0.200 1.500 0.400 150.000 2.250 6.460 0.520 0.780 Upah : 3.900 0.350 1.040 1.050 0.245 0.165 M3

Kg Ltr Kg Kg Zak 3 M 3 M Oh Oh Oh Oh Oh Oh

Kayu Terentang Paku Biasa 2" - 5" Minyak Bekisting Besi Beton Polos Kawat Beton Semen Portland Pasir Beton Koral Beton Pekerja Tukang Batu Tukang Kayu Tukang Besi Kepala Tukang Mandor


715,000.00 7,700.00 18,050.00 5,850.00 13,000.00 43,155.00 165,000.00 137,500.00 24,000.00 28,000.00 28,000.00 28,000.00 28,500.00 30,000.00


143,000.00 11,550.00 7,220.00 877,500.00 29,250.00 278,781.30 85,800.00 107,250.00 93,600.00 9,800.00 29,120.00 29,400.00 6,982.50 4,950.00 = Rp. = Rp. 173,852.50 1,714,203.80 = Rp. 1,540,351.30

39

1 M Membuat Pondasi Beton Bertulang (200 Kg Besi dan Bekisting) Bahan : 0.270 2.000 0.600 200.000 3.000 6.460 0.520 0.780 Upah : 4.850 0.350 1.560 1.400 0.331 0.170 M3

3

Kg Ltr Kg Kg Zak M3 M3

Kayu Terentang Paku Biasa 2" - 5" Minyak Bekisting Besi Beton Polos Kawat Beton Semen Portland Pasir Beton Koral Beton Pekerja Tukang Batu Tukang Kayu Tukang Besi Kepala Tukang Mandor


715,000.00 7,700.00 18,050.00 5,850.00 13,000.00 43,155.00 165,000.00 137,500.00 24,000.00 28,000.00 28,000.00 28,000.00 28,500.00 30,000.00


193,050.00 15,400.00 10,830.00 1,170,000.00 39,000.00 278,781.30 85,800.00 107,250.00 116,400.00 9,800.00 43,680.00 39,200.00 9,433.50 5,100.00 = Rp. = Rp. 223,613.50 2,123,724.80

= Rp.

1,900,111.30

Oh Oh Oh Oh Oh Oh

40

1 M3 Membuat Balok Beton Bertulang (200 Kg Besi dan Bekisting) Bahan : 0.320 3.200 1.600 200.000 3.000 6.460 0.520 0.780 0.140 2.800 16.000 Upah : 5.960 0.350 2.800 M3 Kg Ltr Kg Kg Zak M3 M3 M3 Lbr Btg Oh Oh Oh 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 Dolken o - 8 Cm/ 4 m Pekerja Tukang Batu Tukang Kayu @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 715,000.00 7,700.00 18,050.00 5,850.00 13,000.00 43,155.00 165,000.00 137,500.00 880,000.00 70,000.00 17,600.00 24,000.00 28,000.00 28,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 228,800.00 24,640.00 28,880.00 1,170,000.00 39,000.00 278,781.30 85,800.00 107,250.00 123,200.00 196,000.00 281,600.00 143,040.00 9,800.00 78,400.00 = Rp. 2,563,951.30

1.400 0.455 0.208 41

Oh Oh Oh

Tukang Besi Kepala Tukang Mandor

@ Rp. @ Rp. @ Rp.

28,000.00 28,500.00 30,000.00

= Rp. = Rp. = Rp.

39,200.00 12,967.50 6,240.00

= Rp. = Rp.

289,647.50 2,853,598.80

1 M3 Membuat Balok Beton Bertulang (150 Kg Besi dan Bekisting) Bahan : 0.320 3.200 1.600 150.000 2.250 6.460 0.520 0.780 0.120 2.800 32.000 Upah : 5.800 0.350 2.800 1.050 0.420 0.185 Oh Oh Oh Oh Oh Oh Pekerja Tukang Batu Tukang Kayu Tukang Besi Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 24,000.00 28,000.00 28,000.00 28,000.00 28,500.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 139,200.00 9,800.00 78,400.00 29,400.00 11,970.00 5,550.00 = Rp. = Rp. 274,320.00 2,800,021.30 M3

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 Dolken o - 8 Cm/ 4 m


715,000.00 7,700.00 18,050.00 5,850.00 13,000.00 43,155.00 165,000.00 137,500.00 880,000.00 70,000.00 17,600.00


228,800.00 24,640.00 28,880.00 877,500.00 29,250.00 278,781.30 85,800.00 107,250.00 105,600.00 196,000.00 563,200.00

Kg Ltr Kg Kg Zak 3 M 3 M 3 M Lbr Btg

= Rp.

2,525,701.30

42

1 M3 Membuat Dinding Beton Bertulang (150 Kg Besi dan Bekisting) Bahan : 0.240 3.200 1.600 150.000 2.250 6.460 0.520 0.780 0.160 2.800 24.000 Upah : 5.600 0.350 2.640 1.050 0.400 0.193 M3

Kg Ltr Kg Kg Zak M3 M3 M3

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 Dolken o - 8 Cm/ 4 m Pekerja Tukang Batu Tukang Kayu Tukang Besi Kepala Tukang Mandor

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

715,000.00 7,700.00 18,050.00 5,850.00 13,000.00 43,155.00 165,000.00 137,500.00 880,000.00 70,000.00 17,600.00 24,000.00 28,000.00 28,000.00 28,000.00 28,500.00 30,000.00

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

171,600.00 24,640.00 28,880.00 877,500.00 29,250.00 278,781.30 85,800.00 107,250.00 140,800.00 196,000.00 422,400.00 134,400.00 9,800.00 73,920.00 29,400.00 11,400.00 5,790.00 = Rp. = Rp. 264,710.00 2,627,611.30 = Rp. 2,362,901.30

Lbr Btg Oh Oh Oh Oh Oh Oh

43

1 M3 Membuat Tangga Beton Bertulang (200 Kg Besi dan Bekisting) Bahan : 0.250 3.000 1.200 200.000 3.000 6.460 0.520 0.780 0.105 2.500 14.000 Upah : 5.600 M3 Kg Ltr Kg Kg Zak M3 M3 M3 Lbr Btg Oh 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 Dolken o - 8 Cm/ 4 m Pekerja @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 715,000.00 7,700.00 18,050.00 5,850.00 13,000.00 43,155.00 165,000.00 137,500.00 880,000.00 70,000.00 17,600.00 24,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 178,750.00 23,100.00 21,660.00 1,170,000.00 39,000.00 278,781.30 85,800.00 107,250.00 92,400.00 175,000.00 246,400.00 134,400.00

= Rp.

2,418,141.30

0.350 2.300 1.400 0.405 0.202 44

Oh Oh Oh Oh Oh

Tukang Batu Tukang Kayu Tukang Besi Kepala Tukang Mandor

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

28,000.00 28,000.00 28,000.00 28,500.00 30,000.00

= Rp. = Rp. = Rp. = Rp. = Rp.

9,800.00 64,400.00 39,200.00 11,542.50 6,060.00 = Rp. = Rp. 265,402.50 2,683,543.80

1 M' Membuat Kolom Penguat Beton Bertulang ( 11 x 11 ) Cm Bahan : 0.002 0.010 3.000 0.450 0.080 0.006 0.009 Upah : 0.060 0.020 0.020 0.020 0.006 0.003 M3

Kg Kg Kg Zak 3 M 3 M Oh Oh Oh Oh Oh Oh

Kayu Terentang Paku Biasa 2" - 5" Besi Beton Polos Kawat Beton Semen Portland Pasir Beton Koral Beton Pekerja Tukang Batu Tukang Kayu Tukang Besi Kepala Tukang Mandor

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

715,000.00 7,700.00 5,850.00 13,000.00 43,155.00 165,000.00 137,500.00 24,000.00 28,000.00 28,000.00 28,000.00 28,500.00 30,000.00

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

1,430.00 77.00 17,550.00 5,850.00 3,452.40 990.00 1,237.50 1,440.00 560.00 560.00 560.00 171.00 90.00 = Rp. = Rp. 3,381.00 33,967.90

= Rp.

30,586.90

45

1 M' Membuat Ring Balok Beton Bertulang ( 10 x 15 ) Cm Bahan : 0.003 0.020 3.600 0.050 0.110 0.009 0.015 Upah : 0.100 0.033 0.033 0.033 0.010 0.005 Oh Oh Oh Oh Oh Oh Pekerja Tukang Batu Tukang Kayu Tukang Besi Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 24,000.00 28,000.00 28,000.00 28,000.00 28,500.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 2,400.00 924.00 924.00 924.00 285.00 150.00 M3 Kg Kg Kg Zak M3 M3

Kayu Terentang Paku Biasa 2" - 5" Besi Beton Polos Kawat Beton Semen Portland Pasir Beton Koral Beton

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

715,000.00 7,700.00 5,850.00 13,000.00 43,155.00 165,000.00 137,500.00

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

2,145.00 154.00 21,060.00 650.00 4,747.05 1,485.00 2,062.50

= Rp.

32,303.55

= Rp. = Rp.

5,607.00 37,910.55

E 1

ANALISA BIAYA KONSTRUKSI PEKERJAAN BESI DAN ALLUMINIUM 1 Kg Pasang Rangka Atap Baja Bahan : 1.100 Kg Besi Profil WF 0.080 Upah : 0.006 0.060 0.006 0.0003 Kg Oh Oh Oh Oh Meni Besi Tukang Besi Pekerja Kepala Tukang Mandor

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

0.00 12,650.00 30,000.00 24,000.00 31,500.00 30,000.00

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

0.00 1,012.00 180.00 1,440.00 189.00 9.00 = Rp. 1,012.00

= Rp. = Rp.

1,818.00 2,830.00

2

1 M2 Pasang Pintu Besi Baja Bahan : 1.000 Upah : 0.650 0.650 0.065 0.032 M2 Oh Oh Oh Oh Pintu Besi Baja Tukang Besi Konstruksi Pekerja Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 0.00 30,000.00 24,000.00 31,500.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. 0.00 19,500.00 15,600.00 2,047.50 960.00 = Rp. 0.00

= Rp. = Rp.

38,107.50 38,107.50

3

1 M2 Pasang Jendela Besi

Bahan : 1.000 Upah : 1.050 1.050 0.105 0.00525 42

M2 Oh Oh Oh Oh

Jendela Besi Tukang Besi Konstruksi Pekerja Kepala Tukang Mandor

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

0.00 30,000.00 24,000.00 31,500.00 30,000.00

= Rp. = Rp. = Rp. = Rp. = Rp.

0.00 31,500.00 25,200.00 3,307.50 157.50

= Rp.

0.00

= Rp. = Rp.

60,165.00 60,165.00

1 M Pasang Jendela Besi Tahan Api Bahan : 1.000 Upah : 1.200 1.022 0.120 0.006 M2

Jendela Besi Tahan Api Tukang Besi Konstruksi Pekerja Kepala Tukang Mandor

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

0.00 30,000.00 24,000.00 31,500.00 30,000.00

= Rp. = Rp. = Rp. = Rp. = Rp.

0.00 36,000.00 24,528.00 3,780.00 180.00

= Rp.

0.00

Oh Oh Oh Oh

= Rp. = Rp.

64,488.00 64,488.00

5

1 M Pasang Pintu Gulung Besi Bahan : 1.000 Upah : 1.200 1.200 0.120 0.006 M2 Oh Oh Oh Oh Pintu Gulung Besi Tukang Besi Konstruksi Pekerja Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 0.00 30,000.00 24,000.00 31,500.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. 0.00 36,000.00 28,800.00 3,780.00 180.00 = Rp. = Rp. 68,760.00 68,760.00 = Rp. 0.00

2

6

1 M Pasang Pintu Lipat Bahan : 1.000 Upah : 1.050 1.050 0.105 0.0052 M2

2

Pintu Lipat Tukang Besi Konstruksi Pekerja Kepala Tukang Mandor

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

0.00 30,000.00 24,000.00 31,500.00 30,000.00

= Rp. = Rp. = Rp. = Rp. = Rp.

0.00 31,500.00 25,200.00 3,307.50 156.00

= Rp.

0.00

Oh Oh Oh Oh

= Rp. = Rp.

60,163.50 60,163.50

7

1 M Pasang Pintu Sunscreen Alluminium Bahan : 1.000 Upah : 0.800 0.080 0.080 0.004 M2

2

Sunscreen Alluminium Tukang Besi Konstruksi Pekerja Kepala Tukang Mandor

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

0.00 30,000.00 24,000.00 31,500.00 30,000.00

= Rp. = Rp. = Rp. = Rp. = Rp.

0.00 24,000.00 1,920.00 2,520.00 120.00

= Rp.

0.00

Oh Oh Oh Oh

= Rp. = Rp.

28,560.00 28,560.00

8

1 M2 Pasang Pintu Rolling Door Bahan : 1.000 Upah : 1.500 1.050 0.105 0.0052 M2 Oh Oh Oh Oh Rolling Door Tukang Besi Konstruksi Pekerja Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 30,000.00 24,000.00 31,500.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. 0.00 45,000.00 25,200.00 3,307.50 156.00 = Rp. = Rp. 73,663.50 73,663.50 = Rp. 0.00

9

1 M2 Pasang Pintu Alluminium Bahan : 1.000 Upah : 1.050 1.050 0.105 0.0052 M2 Oh Oh Oh Oh Pintu Alluminium Tukang Besi Konstruksi Pekerja Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 0.00 30,000.00 24,000.00 31,500.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. 0.00 31,500.00 25,200.00 3,307.50 156.00 = Rp. 0.00

= Rp.

60,163.50

= Rp. 10 1 M2 Pasang Venetions Blinds Bahan : 1.000 Upah : 0.350 0.350 0.035 0.00175 112

60,163.50

M

2

Venetion Blinds Tukang Kayu Pekerja Kepala Tukang Mandor

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 30,000.00 24,000.00 31,500.00 30,000.00

= Rp. = Rp. = Rp. = Rp. = Rp.

0.00 10,500.00 8,400.00 1,102.50 52.50

= Rp.

0.00

Oh Oh Oh Oh

= Rp. = Rp.

20,055.00 20,055.00

1 M Pasang Vertikal Blinds Bahan : 1.000 Upah : 0.350 0.350 0.035 0.00175 M2

Vertikal Blinds Tukang Kayu Pekerja Kepala Tukang Mandor

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 30,000.00 24,000.00 31,500.00 30,000.00

= Rp. = Rp. = Rp. = Rp. = Rp.

0.00 10,500.00 8,400.00 1,102.50 52.50

= Rp.

0.00

Oh Oh Oh Oh

= Rp. = Rp.

20,055.00 20,055.00

12

1 M2 Pasang Terali Besi Bahan : 11.500 Upah : 1.200 1.200 0.012 0.0006 M' Oh Oh Oh Oh Besi Strip 2x3 Tukang Las Pekerja Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 0.00 27,000.00 24,000.00 28,500.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. 0.00 32,400.00 28,800.00 342.00 18.00 = Rp. 0.00

= Rp. = Rp.

61,560.00 61,560.00

13

1 M Pasang Kawat Harmonika Bahan : 1.100 0.020 0.0018 Upah : 0.100 0.100 0.010 0.0005 M2 Kg 3 M Oh Oh Oh Oh Kawat Harmonika Paku Biasa 1/2" - 1" Kayu Kamper, Papan Pekerja Tukang Kayu Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 75,000.00 8,250.00 715,000.00 24,000.00 30,000.00 31,500.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 82,500.00 165.00 1,287.00 2,400.00 3,000.00 315.00 15.00 = Rp. = Rp. 5,730.00 89,682.00 = Rp. 83,952.00

2

14

1 M2 Pasang Kawat Nyamuk Bahan : 1.100 0.020 0.0018 Upah : 0.100 0.100 0.010 0.0005 M2 Kg M3 Oh Oh Oh Oh Kawat Nyamuk Paku Biasa 1/2" - 1" Kayu Kamper, Papan Pekerja Tukang Kayu Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 12,000.00 8,250.00 715,000.00 24,000.00 30,000.00 31,500.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 13,200.00 165.00 1,287.00 2,400.00 3,000.00 315.00 15.00 = Rp. = Rp. 5,730.00 20,382.00

= Rp.

14,652.00

15

1 M2 Pasang Kawat Kassa Bahan : 1.100 0.020 0.0018 Upah : 0.100 0.100 0.010 0.0005 M2 Kg M3 Oh Oh Oh Oh Kawat Nyamuk Paku Biasa 1/2" - 1" Kayu Kamper, Papan Pekerja Tukang Kayu Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 12,000.00 8,250.00 715,000.00 24,000.00 30,000.00 31,500.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 13,200.00 165.00 1,287.00 2,400.00 3,000.00 315.00 15.00

= Rp.

14,652.00

= Rp. = Rp.

5,730.00 20,382.00

16

1 M2 Pasang Kawat Burung Bahan : 1.100 0.020 0.0018 Upah : 0.100 0.100 0.010 0.0005 M2

Kawat Burung Paku Biasa 1/2" - 1" Kayu Kamper, Papan Pekerja Tukang Kayu Kepala Tukang Mandor

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

13,000.00 8,250.00 715,000.00 24,000.00 30,000.00 31,500.00 30,000.00

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

14,300.00 165.00 1,287.00 2,400.00 3,000.00 315.00 15.00 = Rp. 15,752.00

Kg M3 Oh Oh Oh Oh

= Rp. = Rp.

5,730.00 21,482.00

17

1 M Pasang Jendela Nako dan Tralis Bahan : 1.100 0.020 0.025 Upah : 0.200 0.200 0.020 0.001 M2

2

Kg M2 Oh Oh Oh Oh

Jendela Nako Paku Biasa 1/2" - 1" atau Skrup Besi Strip Pekerja Tukang Kayu Kepala Tukang Mandor

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

27,500.00 8,250.00 0.00 24,000.00 30,000.00 31,500.00 30,000.00

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

30,250.00 165.00 0.00 4,800.00 6,000.00 630.00 30.00

= Rp.

30,415.00

= Rp. = Rp.

11,460.00 41,875.00

18

1 M' Pasang Talang Datar, Seng Bjls 28 Bahan : 0.500 0.015 0.0096 0.250 Upah : 0.150 0.400 0.025 0.00125 Lbr Kg 3 M Kg Oh Oh Oh Oh Seng Plat 3'x6' Bjls 28 Paku Biasa 1/2" - 1" Kayu Borneo, Papan Flincote / Meni Besi Pekerja Tukang Kayu Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 26,400.00 19,600.00 715,000.00 12,650.00 24,000.00 30,000.00 31,500.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 13,200.00 294.00 6,864.00 3,162.50 3,600.00 12,000.00 787.50 37.50 = Rp. = Rp. 16,425.00 39,945.50 = Rp. 23,520.50

19

1 M' Pasang Talang Miring, Seng Bjls 28 Bahan : 0.50 0.015 0.019 0.300 Upah : 0.040 0.400 0.025 0.00125 Lbr Kg 3 M Kg Oh Oh Oh Oh Seng Plat 3'x6' Bjls 28 Paku Biasa 1/2" - 1" Kayu Borneo, Papan Flincote / Meni Besi Pekerja Tukang Kayu Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 26,400.00 19,600.00 715,000.00 12,650.00 24,000.00 30,000.00 31,500.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 13,200.00 294.00 13,585.00 3,795.00 960.00 12,000.00 787.50 37.50 = Rp. = Rp. 13,785.00 44,659.00

= Rp.

30,874.00

20

1 M' Pasang Talang 1/2 Lingkaran D -10 Cm, Seng Bjls 28 Bahan : 0.300 0.100 0.019 0.500 Upah : 0.150 0.250 0.025 0.00125 Lbr Kg M3 Kg Oh Oh Oh Oh Seng Plat 3'x6' Bjls 28 Paku Biasa 1/2" - 1" Kayu Borneo, Papan Besi Strip Pekerja Tukang Kayu Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 26,400.00 19,600.00 715,000.00 0.00 24,000.00 30,000.00 31,500.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 7,920.00 1,960.00 13,585.00 0.00 3,600.00 7,500.00 787.50 37.50 = Rp. = Rp. 11,925.00 35,390.00 = Rp. 23,465.00

21

1 M' Pasang Talang 1/2 Lingkaran D -10 Cm, Seng Bjls 24 Bahan : 0.300 Lbr Seng Plat 3'x6' Bjls 24

@ Rp.

26,400.00

= Rp.

7,920.00

0.100 0.019 0.500 Upah : 0.150 0.250 0.025 0.00125 F 1

Kg M3 Kg Oh Oh Oh Oh

Paku Biasa 1/2" - 1" Kayu Borneo, Papan Besi Strip Pekerja Tukang Kayu Kepala Tukang Mandor

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

19,600.00 715,000.00 0.00 24,000.00 30,000.00 31,500.00 30,000.00

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

1,960.00 13,585.00 0.00 3,600.00 7,500.00 787.50 37.50

= Rp.

23,465.00

= Rp. = Rp.

11,925.00 35,390.00

ANALISA BIAYA KONSTRUKSI PEKERJAAN DINDING 2 1 M Pasangan Bata Merah Tebal 1 Bata, 1 Pc : 1Ps Bahan : 140.000 1.281 0.059 Upah : 0.650 0.200 0.020 0.030 Bh Zak 3 M Oh Oh Oh Oh Bata Merah 5x11x22 Cm Semen Portland Pasir Pasang Pekerja Tukang Batu Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 1,000.00 43,155.00 145,000.00 24,000.00 30,000.00 31,500.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 140,000.00 55,264.29 8,555.00 15,600.00 6,000.00 630.00 900.00 = Rp. = Rp. 23,130.00 226,949.29

= Rp.

203,819.29

2

1 M2 Pasangan Bata Merah Tebal 1 Bata, 1 Pc : 2Ps Bahan : 140.000 0.872 0.080 Upah : 0.650 0.200 0.020 0.030 Bh Zak M3 Oh Oh Oh Oh Bata Merah 5x11x22 Cm Semen Portland Pasir Pasang Pekerja Tukang Batu Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 1,000.00 43,155.00 145,000.00 24,000.00 30,000.00 31,500.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 140,000.00 37,631.16 11,600.00 15,600.00 6,000.00 630.00 900.00 = Rp. 189,231.16

= Rp. = Rp.

23,130.00 212,361.16

3

1 M Pasangan Bata Merah Tebal 1 Bata, 1 Pc : 3Ps Bahan : 140.000 0.659 0.091 Upah : 0.650 0.200 0.020 0.030 Bh Zak 3 M Oh Oh Oh Oh Bata Merah 5x11x22 Cm Semen Portland Pasir Pasang Pekerja Tukang Batu Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 1,000.00 43,155.00 145,000.00 24,000.00 30,000.00 31,500.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 140,000.00 28,439.15 13,195.00 15,600.00 6,000.00 630.00 900.00 = Rp. = Rp. 23,130.00 204,764.15 = Rp. 181,634.15

2

4

1 M2 Pasangan Bata Merah Tebal 1 Bata, 1 Pc : 4Ps Bahan : 140.000 0.531 0.093 Upah : 0.650 0.200 0.020 0.030 Bh Zak 3 M Oh Oh Oh Oh Bata Merah 5x11x22 Cm Semen Portland Pasir Pasang Pekerja Tukang Batu Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 1,000.00 43,155.00 145,000.00 24,000.00 30,000.00 31,500.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 140,000.00 22,915.31 13,485.00 15,600.00 6,000.00 630.00 900.00 = Rp. = Rp. 23,130.00 199,530.31 = Rp. 176,400.31

5

1 M2 Pasangan Bata Merah Tebal 1 Bata, 1 Pc : 5Ps Bahan : 140.000 0.444 0.102 Upah : 0.650 Bh Zak M3 Oh Bata Merah 5x11x22 Cm Semen Portland Pasir Pasang Pekerja @ Rp. @ Rp. @ Rp. @ Rp. 1,000.00 43,155.00 145,000.00 24,000.00 = Rp. = Rp. = Rp. = Rp. 140,000.00 19,160.82 14,790.00 15,600.00

= Rp.

173,950.82

0.200 0.020 0.030 6

Oh Oh Oh

Tukang Batu Kepala Tukang Mandor

@ Rp. @ Rp. @ Rp.

30,000.00 31,500.00 30,000.00

= Rp. = Rp. = Rp.

6,000.00 630.00 900.00

= Rp. = Rp.

23,130.00 197,080.82

1 M2 Pasangan Bata Merah Tebal 1 Bata, 1 Pc : 6Ps Bahan : 140.000 0.355 0.112 Upah : 0.650 0.200 0.020 0.030 Bh Zak 3 M Oh Oh Oh Oh Bata Merah 5x11x22 Cm Semen Portland Pasir Pasang Pekerja Tukang Batu Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 1,000.00 43,155.00 145,000.00 24,000.00 30,000.00 31,500.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 140,000.00 15,328.66 16,240.00 15,600.00 6,000.00 630.00 900.00 = Rp. = Rp. 23,130.00 194,698.66 = Rp. 171,568.66

7

1 M2 Pasangan Bata Merah Tebal 1 Bata, 1 Pc : 3 Kp : 10 Ps Bahan : 140.000 0.202 0.093 0.0275 Upah : 0.650 0.200 0.020 0.030 Bh Zak M3 M3 Oh Oh Oh Oh Bata Merah 5x11x22 Cm Semen Portland Pasir Pasang Kapur Pasang Pekerja Tukang Batu Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 1,000.00 43,155.00 145,000.00 165,000.00 24,000.00 30,000.00 31,500.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 140,000.00 8,700.05 13,412.50 4,537.50 15,600.00 6,000.00 630.00 900.00 = Rp. = Rp. 23,130.00 189,780.05 = Rp. 166,650.05

8

1 M Pasangan Bata Merah Tebal 1/2 Bata, 1 Pc : 1 Ps Bahan : 70.000 0.556 0.028 Upah : 0.320 0.100 0.010 0.015 Oh Oh Oh Oh Pekerja Tukang Batu Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. 24,000.00 30,000.00 31,500.00 30,000.00 = Rp. = Rp. = Rp. = Rp. 7,680.00 3,000.00 315.00 450.00 = Rp. = Rp. 11,445.00 109,499.18 Bh Zak 3 M Bata Merah 5x11x22 Cm Semen Portland Pasir Pasang @ Rp. @ Rp. @ Rp. 1,000.00 43,155.00 145,000.00 = Rp. = Rp. = Rp. 70,000.00 23,994.18 4,060.00

2

= Rp.

98,054.18

9

1 M Pasangan Bata Merah Tebal 1/2 Bata, 1 Pc : 2Ps Bahan : 70.000 0.379 0.038 Upah : 0.320 0.100 0.010 0.015 Bh Zak M3 Oh Oh Oh Oh Bata Merah 5x11x22 Cm Semen Portland Pasir Pasang Pekerja Tukang Batu Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 1,000.00 43,155.00 145,000.00 24,000.00 30,000.00 31,500.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 70,000.00 16,355.75 5,510.00 7,680.00 3,000.00 315.00 450.00 = Rp. = Rp. 11,445.00 103,310.75 = Rp. 91,865.75

2

10

1 M2 Pasangan Bata Merah Tebal 1/2 Bata, 1 Pc : 3Ps Bahan : 70.000 0.287 0.040 Upah : 0.320 0.100 0.010 0.015 Bh Zak M3 Oh Oh Oh Oh Bata Merah 5x11x22 Cm Semen Portland Pasir Pasang Pekerja Tukang Batu Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 1,000.00 43,155.00 145,000.00 24,000.00 30,000.00 31,500.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 70,000.00 12,402.75 5,800.00 7,680.00 3,000.00 315.00 450.00

= Rp.

88,202.75

= Rp. = Rp.

11,445.00 99,647.75

11

1 M2 Pasangan Bata Merah Tebal 1/2 Bata, 1 Pc : 4Ps

Bahan : 70.000 0.230 0.043 Upah : 0.320 0.100 0.010 0.015 122

Bh Zak 3 M Oh Oh Oh Oh

Bata Merah 5x11x22 Cm Semen Portland Pasir Pasang Pekerja Tukang Batu Kepala Tukang Mandor

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

1,000.00 43,155.00 145,000.00 24,000.00 30,000.00 31,500.00 30,000.00

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

70,000.00 9,925.65 6,235.00 7,680.00 3,000.00 315.00 450.00 = Rp. = Rp. 11,445.00 97,605.65 = Rp. 86,160.65

1 M Pasangan Bata Merah Tebal 1/2 Bata, 1 Pc : 5Ps Bahan : 70.000 0.194 0.045 Upah : 0.320 0.100 0.010 0.015 Bh Zak 3 M Oh Oh Oh Oh Bata Merah 5x11x22 Cm Semen Portland Pasir Pasang Pekerja Tukang Batu Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 1,000.00 43,155.00 145,000.00 24,000.00 30,000.00 31,500.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 70,000.00 8,354.81 6,525.00 7,680.00 3,000.00 315.00 450.00 = Rp. = Rp. 11,445.00 96,324.81

= Rp.

84,879.81

13

1 M2 Pasangan Bata Merah Tebal 1/2 Bata, 1 Pc : 6Ps Bahan : 70.000 0.166 0.049 Upah : 0.320 0.100 0.010 0.015 Bh Zak M3 Oh Oh Oh Oh Bata Merah 5x11x22 Cm Semen Portland Pasir Pasang Pekerja Tukang Batu Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 1,000.00 43,155.00 145,000.00 24,000.00 30,000.00 31,500.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 70,000.00 7,180.99 7,105.00 7,680.00 3,000.00 315.00 450.00 = Rp. 84,285.99

= Rp. = Rp.

11,445.00 95,730.99

14

1 M Pasangan Bata Merah Tebal 1/2 Bata, 1 Pc : 8Ps Bahan : 70.000 6.500 0.050 Upah : 0.320 0.100 0.010 0.015 Bh Kg 3 M Oh Oh Oh Oh Bata Merah 5x11x22 Cm Semen Portland Pasir Pasang Pekerja Tukang Batu Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 1,000.00 43,155.00 145,000.00 24,000.00 30,000.00 31,500.00 30,000.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 70,000.00 280,507.50 7,250.00 7,680.00 3,000.00 315.00 450.00 = Rp. = Rp. 11,445.00 369,202.50 = Rp. 357,757.50

2

15 Bahan

1 M2 Pasangan Bata Merah Tebal 1/2 Bata, 1 Pc : 3 Kp : 10 Ps 70.000 4.500 0.050 0.015 Bh Kg M3 M3

Bata Merah 5x11x22 Cm Semen Portland Pasir Pasang Kapur Padam

@ Rp. @ Rp. @ Rp. @ Rp.

1,000.00 43,155.00 145,000.00 165,000.00 Jumlah I 24,000.00 30,000.00 31,500.00 30,000.00 Jumlah II Jumlah I + II

= Rp. = Rp. = Rp. = Rp. Rp. = Rp. = Rp. = Rp. = Rp. Rp. Rp.

70,000.00 194,197.50 7,250.00 2,475.00 273,922.50 7,680.00 3,000.00 315.00 450.00 11,445.00 285,367.50

Tenaga

0.320 0.100 0.010 0.015

Oh Oh Oh Oh


@ Rp. @ Rp. @ Rp. @ Rp.

16 Bahan

1 M2 Pasangan Bata Merah Tebal 1/2 Bata, 1 Pc : 1 Ps 70.000 27.800 0.028 Bh Kg M3 Bata Merah 5x11x22 Cm Semen Portland Pasir Pasang @ Rp. @ Rp. @ Rp. 1,000.00 43,155.00 145,000.00 = Rp. = Rp. = Rp. 70,000.00 1,199,709.00 4,060.00

Jumlah I Tenaga 0.320 0.100 0.010 0.015 Oh Oh Oh Oh Pekerja Tukang Batu Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. 24,000.00 30,000.00 31,500.00 30,000.00 Jumlah II Jumlah I + II 17 Bahan 1 M Pasangan Bata Merah Tebal 1/2 Bata, 1 Pc : 2 Ps 70.000 18.950 0.038 Bh Kg 3 M Bata Merah 5x11x22 Cm Semen Portland Pasir Pasang @ Rp. @ Rp. @ Rp. 1,000.00 43,155.00 145,000.00 Jumlah I 24,000.00 30,000.00 31,500.00 30,000.00 Jumlah II Jumlah I + II2

Rp. = Rp. = Rp. = Rp. = Rp. Rp. Rp.

1,273,769.00 7,680.00 3,000.00 315.00 450.00 11,445.00 1,285,214.00

= Rp. = Rp. = Rp. Rp. = Rp. = Rp. = Rp. = Rp. Rp. Rp.

70,000.00 817,787.25 5,510.00 893,297.25 7,680.00 3,000.00 315.00 450.00 11,445.00 904,742.25

Tenaga

0.320 0.100 0.010 0.015

Oh Oh Oh Oh


@ Rp. @ Rp. @ Rp. @ Rp.

18 1 M Pasangan Bata Merah Tebal 1/2 Bata, 1 Pc : 3 Ps Bahan 70.000 14.370 0.040 Bh Kg M3 Bata Merah 5x11x22 Cm Semen Portland Pasir Pasang @ Rp. @ Rp. @ Rp. 1,000.00 43,155.00 145,000.00 Jumlah I 24,000.00 30,000.00 31,500.00 30,000.00 Jumlah II Jumlah I + II2 19 1 M Pasangan Bata Merah Tebal 1/2 Bata, 1 Pc : 4 Ps Bahan 70.000 Bh Bata Merah 5x11x22 Cm 11.500 Kg Semen Portland 3 M 0.043 Pasir Pasang

2


70,000.00 620,137.35 5,800.00 695,937.35 7,680.00 3,000.00 315.00 450.00 11,445.00 707,382.35

Tenaga

0.320 0.100 0.010 0.015

Oh Oh Oh Oh


@ Rp. @ Rp. @ Rp. @ Rp.

@ Rp. @ Rp. @ Rp.

1,000.00 43,155.00 145,000.00 Jumlah I 24,000.00 30,000.00 31,500.00 30,000.00 Jumlah II Jumlah I + II


70,000.00 496,282.50 6,235.00 572,517.50 7,680.00 3,000.00 315.00 450.00 11,445.00 583,962.50

Tenaga

0.320 0.100 0.010 0.015

Oh Oh Oh Oh


@ Rp. @ Rp. @ Rp. @ Rp.

2 20 1 M Pasangan Bata Merah Tebal 1/2 Bata, 1 Pc : 5 Ps Bahan 70.000 Bh Bata Merah 5x11x22 Cm 9.680 Kg Semen Portland M3 0.045 Pasir Pasang

@ Rp. @ Rp. @ Rp.

1,000.00 43,155.00 145,000.00

= Rp. = Rp. = Rp.

70,000.00 417,740.40 6,525.00

Jumlah I Tenaga 0.320 0.100 0.010 0.015 Oh Oh Oh Oh Pekerja Tukang Batu Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. 24,000.00 30,000.00 31,500.00 30,000.00 Jumlah II Jumlah I + II 21 1 M Pasangan Bata Merah Tebal 1/2 Bata, 1 Pc : 6 Ps Bahan 70.000 Bh Bata Merah 5x11x22 Cm 8.320 Kg Semen Portland 3 M 0.049 Pasir Pasang2

Rp. = Rp. = Rp. = Rp. = Rp. Rp. Rp.

494,265.40 7,680.00 3,000.00 315.00 450.00 11,445.00 505,710.40

@ Rp. @ Rp. @ Rp.



70,000.00 359,049.60 7,105.00 436,154.60 7,680.00 3,000.00 315.00 450.00 11,445.00 447,599.60

Tenaga

0.320 0.100 0.010 0.015

Oh Oh Oh Oh


@ Rp. @ Rp. @ Rp. @ Rp.

2 22 1 M Pasangan Bata Merah Tebal 1/2 Bata, 1 Pc : 8 Ps Bahan 70.000 Bh Bata Merah 5x11x22 Cm

@ Rp. @ Rp. @ Rp.



70,000.00 280,507.50 7,250.00 357,757.50 7,680.00 3,000.00 315.00 450.00 11,445.00 369,202.50

6.500 0.050

Kg M3

Semen Portland Pasir Pasang

Tenaga

0.320 0.100 0.010 0.015

Oh Oh Oh Oh


@ Rp. @ Rp. @ Rp. @ Rp.

23 1 M Pasangan Bata Merah Tebal 1/2 Bata, 1 Pc : 3 Kp : 10 Ps Bahan 70.000 4.500 0.050 0.015 Bh Kg 3 M M3 Bata Merah 5x11x22 Cm Semen Portland Pasir Pasang Kapur Padam @ Rp. @ Rp. @ Rp. @ Rp. 1,000.00 43,155.00 145,000.00 165,000.00 Jumlah I 24,000.00 30,000.00 31,500.00 30,000.00 Jumlah II Jumlah I + II = Rp. = Rp. = Rp. = Rp. Rp. = Rp. = Rp. = Rp. = Rp. Rp. Rp. 70,000.00 194,197.50 7,250.00 2,475.00 273,922.50 7,680.00 3,000.00 315.00 450.00 11,445.00 285,367.50

2

Tenaga

0.320 0.100 0.010 0.015

Oh Oh Oh Oh


@ Rp. @ Rp. @ Rp. @ Rp.

2 24 1 M Pasangan Bata Merah Tebal 1/2 Bata, 1 Kp : 1 Sm : 1 Ps Bahan 70.000 Bh Bata Merah 5x11x22 Cm 0.018 Kg Semen Merah/Bata Merah Tumbuk

@ Rp. @ Rp.

1,000.00 78,400.00

= Rp. = Rp.

70,000.00 1,411.20

0.018 0.018

M3 M3

Pasir Pasang Kapur Padam

@ Rp. @ Rp.

145,000.00 165,000.00 Jumlah I

= Rp. = Rp. Rp.

2,610.00 2,970.00 76,991.20

Tenaga

0.320 0.100 0.010 0.015

Oh Oh Oh Oh


@ Rp. @ Rp. @ Rp. @ Rp.

24,000.00 30,000.00 31,500.00 30,000.00 Jumlah II Jumlah I + II

= Rp. = Rp. = Rp. = Rp. Rp. Rp.

7,680.00 3,000.00 315.00 450.00 11,445.00 88,436.20

25 1 M Pasangan Bata Merah Tebal 1/2 Bata, 1 Kp : 1 Sm : 2 Ps Bahan 70.000 Bh Bata Merah 5x11x22 Cm 0.014 Kg Semen Merah/Bata Merah Tumbuk 3 M 0.028 Pasir Pasang 0.014 M3

2

@ Rp. @ Rp. @ Rp. @ Rp.

1,000.00 78,400.00 145,000.00 165,000.00 Jumlah I

= Rp. = Rp. = Rp. = Rp. Rp.

70,000.00 1,097.60 4,060.00 2,310.00 77,467.60

Kapur Padam

Tenaga

0.320 0.100 0.010 0.015

Oh Oh Oh Oh


@ Rp. @ Rp. @ Rp. @ Rp.


= Rp. = Rp. = Rp. = Rp. Rp. Rp.

7,680.00 3,000.00 315.00 450.00 11,445.00 88,912.60

26 1 M Pasangan Dinding Hollowblock ( Hb 20 ) Bahan 12.500 13.500 0.048 1.950 Bh Kg M3 Kg Hollowblock Hb 20 Semen Portland Pasir Pasang Besi Beton Polos @ Rp. @ Rp. @ Rp. @ Rp. 43,155.00 145,000.00 0.00 Jumlah I = Rp. = Rp. = Rp. = Rp. Rp. 0.00 582,592.50 6,960.00 0.00 589,552.50

2

Tenaga

0.350 0.150 0.015 0.017

Oh Oh Oh Oh


@ Rp. @ Rp. @ Rp. @ Rp.


= Rp. = Rp. = Rp. = Rp. Rp. Rp.

8,400.00 4,500.00 472.50 510.00 13,882.50 603,435.00

2 27 1 M Pasangan Dinding Hollowblock ( Hb 15 ) Bahan 12.500 Bh Hollowblock Hb 15 10.450 Kg Semen Portland M3 0.038 Pasir Pasang M3 1.950 Besi Beton Polos

@ Rp. @ Rp. @ Rp. @ Rp.

43,155.00 145,000.00 0.00 Jumlah I

= Rp. = Rp. = Rp. = Rp. Rp.

0.00 450,969.75 5,510.00 0.00 456,479.75

Tenaga

0.320 0.120 0.012 0.015

Oh Oh Oh Oh


@ Rp. @ Rp. @ Rp. @ Rp.

24,000.00 30,000.00 31,500.00 30,000.00 Jumlah II

= Rp. = Rp. = Rp. = Rp. Rp.

7,680.00 3,600.00 378.00 450.00 12,108.00

Jumlah I + II

Rp.

468,587.75

2 28 1 M Pasangan Dinding Hollowblock ( Hb 10 ) Bahan 12.500 Bh Hollowblock Hb 10 7.500 Kg Semen Portland 3 M 0.027 Pasir Pasang 3 M 1.950 Besi Beton Polos

@ Rp. @ Rp. @ Rp. @ Rp.

43,155.00 145,000.00 0.00 Jumlah I

= Rp. = Rp. = Rp. = Rp. Rp.

0.00 323,662.50 3,915.00 0.00 327,577.50

Tenaga

0.320 0.100 0.010 0.015

Oh Oh Oh Oh


@ Rp. @ Rp. @ Rp. @ Rp.


= Rp. = Rp. = Rp. = Rp. Rp. Rp.

7,680.00 3,000.00 315.00 450.00 11,445.00 339,022.50

2 29 1 M Pasangan Dinding Conblock ( Cb 20 ) Bahan 12.500 Bh Concreate Block Cb 20 14.050 Kg Semen Portland 3 M 0.004 Pasir Beton

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

43,155.00 165,000.00 145,000.00 0.00 9,350.00 715,000.00 13,000.00 165,000.00 Jumlah I 24,000.00 28,000.00 28,000.00 28,500.00 30,000.00 Jumlah II Jumlah I + II

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. Rp. = Rp. = Rp. = Rp. = Rp. = Rp. Rp. Rp.

0.00 606,327.75 660.00 6,090.00 0.00 56.10 715.00 390.00 825.00 615,063.85 8,880.00 4,396.00 196.00 467.40 555.00 14,494.40 629,558.25

0.042 3.870 0.006 0.001 0.030 0.005

M

3

Kg Kg 3 M Kg M3

Pasir Pasang Besi Beton Polos Paku Biasa 2 " - 5 " Kayu Terentang Kawat Beton Koral Beton

Tenaga

0.370 0.157 0.007 0.0164 0.0185

Oh Oh Oh Oh Oh

Pekerja Tukang Batu Tukang Besi Kepala Tukang Mandor

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

2 30 1 M Pasangan Dinding Conblock ( Cb 15 ) Bahan 12.500 Bh Concreate Block Cb 15 10.460 Kg Semen Portland 3 M 0.003 Pasir Beton M3 0.032 Pasir Pasang

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

43,155.00 165,000.00 145,000.00 0.00 9,350.00 715,000.00 13,000.00 165,000.00 Jumlah I 24,000.00 28,000.00 28,000.00 28,500.00 30,000.00

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

0.00 451,401.30 495.00 4,640.00 0.00 37.40 715.00 260.00 660.00 458,208.70 8,160.00 3,640.00 196.00 390.45 510.00

0.870 0.004 0.001 0.020 0.004

Kg Kg Kg Kg M3

Besi Beton Polos Paku Biasa 2 " - 5 " Kayu Terentang Kawat Beton Koral Beton

Tenaga

0.340 0.130 0.007 0.0137 0.0170

Oh Oh Oh Oh Oh


@ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

Jumlah II Jumlah I + II 31 1 M Pasangan Dinding Conblock ( Cb 10 ) Bahan 12.500 7.200 0.002 0.021 2.540 0.003 0.001 0.015 0.003 Bh Kg 3 M 3 M Kg Kg Kg Kg 3 M Concreate Block Cb 10 Semen Portland Pasir Beton Pasir Pasang Besi Beton Polos Paku Biasa 2 " - 5 " Kayu Terentang Kawat Beton Koral Beton @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 43,155.00 165,000.00 145,000.00 0.00 9,350.00 715,000.00 13,000.00 165,000.00 Jumlah I 24,000.00 28,000.00 28,000.00 28,500.00 30,000.00 Jumlah II Jumlah I + II2 32 1 M Pasangan Dinding Lantai 2

Rp. Rp.

12,896.45 471,105.15

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. Rp. = Rp. = Rp. = Rp. = Rp. = Rp. Rp. Rp.

0.00 310,716.00 330.00 3,045.00 0.00 28.05 715.00 195.00 495.00 315,524.05 8,160.00 2,996.00 196.00 324.90 510.00 12,186.90 327,710.95

Tenaga

0.340 0.107 0.007 0.0114 0.017

Oh Oh Oh Oh Oh


@ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

Bahan

2.500 5.100 0.080 1.500 0.150

Bh Kg 3 M Kg 3 M

Bondbeam 40x20x20 Cm Semen Portland Pasir Beton Besi Beton Polos Koral Beton

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

43,155.00 165,000.00 0.00 165,000.00 Jumlah I 24,000.00 28,000.00 28,000.00 28,500.00 30,000.00 Jumlah II Jumlah I + II

= Rp. = Rp. = Rp. = Rp. = Rp. Rp. = Rp. = Rp. = Rp. = Rp. = Rp. Rp. Rp.

0.00 220,090.50 13,200.00 0.00 24,750.00 258,040.50 2,400.00 840.00 840.00 171.00 150.00 4,401.00 262,441.50

Tenaga

0.100 0.030 0.030 0.006 0.005

Oh Oh Oh Oh Oh


@ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

2 33 1 M Pasangan Dinding Roster/Terawang (12x11x24)Cm Bahan 36.000 Bh Roster Terawang 12.800 Kg Semen Portland M3 0.035 Pasir Pasang

@ Rp. @ Rp. @ Rp.

43,155.00 145,000.00 Jumlah I

= Rp. = Rp. = Rp. Rp. = Rp. = Rp. = Rp. = Rp.

0.00 552,384.00 5,075.00 557,459.00 7,200.00 3,000.00 315.00 450.00

Tenaga

0.300 0.100 0.010 0.015

Oh Oh Oh Oh


@ Rp. @ Rp. @ Rp. @ Rp.

24,000.00 30,000.00 31,500.00 30,000.00

Jumlah II Jumlah I + II 34 1 M Pasang Bata Berongga Ukuran (5x11x24) Cm Bahan 80.000 23.650 0.570 Bh Kg 3 M Bata Berongga Semen Portland Pasir Pasang @ Rp. @ Rp. @ Rp. 1,550.00 43,155.00 145,000.00 Jumlah I Tenaga 0.320 0.150 0.015 0.015 Oh Oh Oh Oh Pekerja Tukang Batu Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. 24,000.00 30,000.00 31,500.00 30,000.00 Jumlah II Jumlah I + II2

Rp. Rp.

10,965.00 568,424.00


124,000.00 1,020,615.75 82,650.00 1,227,265.75 7,680.00 4,500.00 472.50 450.00 13,102.50 1,240,368.25

35 1 M Pasang Dinding Anyaman Bambu, Rangka Kayu 3 M Bahan 1.500 Bilik Bambu 0.014 0.012 0.003 M3

2

@ Rp. @ Rp. @ Rp. @ Rp.

11,000.00 880,000.00 9,100.00 Jumlah I

= Rp. = Rp. = Rp. = Rp. Rp. = Rp. = Rp. = Rp. = Rp. Rp. Rp.

16,500.00 12,320.00 109.20 0.00 28,929.20 2,400.00 1,500.00 157.50 60.00 4,117.50 33,046.70

Kg M3

Kayu 5/7 Paku List Kayu 2/4

Tenaga

0.100 0.050 0.005 0.002

Oh Oh Oh Oh


@ Rp. @ Rp. @ Rp. @ Rp.


G 1

Analisa Biaya Konstruksi Pekerjaan Plesteran 2 1 M Plesteran 1 Pc : 1 Ps, Tebal 15 mm Bahan 12.920 0.013 Kg M3 Semen Portland Pasir Pasang @ Rp. @ Rp. 43,155.00 145,000.00 Jumlah I 24,000.00 30,000.00 31,500.00 30,000.00 Jumlah II Jumlah I + II = Rp. = Rp. Rp. = Rp. = Rp. = Rp. = Rp. Rp. Rp. 557,562.60 1,885.00 559,447.60 4,800.00 4,500.00 472.50 300.00 10,072.50 569,520.10

Tenaga

0.200 0.150 0.015 0.010

Oh Oh Oh Oh


@ Rp. @ Rp. @ Rp. @ Rp.

2

1 M2 Plesteran 1 Pc : 2 Ps, Tebal 15 mm Bahan 8.520 0.017 Kg M3 Semen Portland Pasir Pasang @ Rp. @ Rp. 43,155.00 145,000.00 Jumlah I 24,000.00 30,000.00 31,500.00 30,000.00 Jumlah II Jumlah I + II = Rp. = Rp. Rp. = Rp. = Rp. = Rp. = Rp. Rp. Rp. 367,680.60 2,465.00 370,145.60 4,800.00 4,500.00 472.50 300.00 10,072.50 380,218.10

Tenaga

0.200 0.150 0.015 0.010

Oh Oh Oh Oh


@ Rp. @ Rp. @ Rp. @ Rp.

3

1 M2 Plesteran 1 Pc : 3 Ps, Tebal 15 mm Bahan 6.480 0.019 Kg M3 Semen Portland Pasir Pasang @ Rp. @ Rp. 43,155.00 145,000.00 Jumlah I 24,000.00 = Rp. = Rp. Rp. = Rp. 279,644.40 2,755.00 282,399.40 4,800.00

Tenaga

0.200

Oh

Pekerja

@ Rp.

0.150 0.015 0.010

Oh Oh Oh


@ Rp. @ Rp. @ Rp.

30,000.00 31,500.00 30,000.00 Jumlah II Jumlah I + II

= Rp. = Rp. = Rp. Rp. Rp.

4,500.00 472.50 300.00 10,072.50 292,471.90

4

1 M Plesteran 1 Pc : 4 Ps, Tebal 15 mm Bahan 5.200 0.02 Kg M3 Semen Portland Pasir Pasang @ Rp. @ Rp. 43,155.00 145,000.00 Jumlah I Tenaga 0.200 0.150 0.015 0.010 Oh Oh Oh Oh Pekerja Tukang Batu Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. 24,000.00 30,000.00 31,500.00 30,000.00 Jumlah II Jumlah I + II = Rp. = Rp. Rp. = Rp. = Rp. = Rp. = Rp. Rp. Rp. 224,406.00 2,900.00 227,306.00 4,800.00 4,500.00 472.50 300.00 10,072.50 237,378.50

2

5

1 M Plesteran 1 Pc : 5 Ps, Tebal 15 mm Bahan 4.320 0.022 Kg 3 M Semen Portland Pasir Pasang @ Rp. @ Rp. 43,155.00 145,000.00 Jumlah I Tenaga 0.200 0.150 0.015 0.010 Oh Oh Oh Oh Pekerja Tukang Batu Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. 24,000.00 30,000.00 31,500.00 30,000.00 Jumlah II Jumlah I + II = Rp. = Rp. Rp. = Rp. = Rp. = Rp. = Rp. Rp. Rp. 186,429.60 3,190.00 189,619.60 4,800.00 4,500.00 472.50 300.00 10,072.50 199,692.10

2

6

1 M2 Plesteran 1 Pc : 6 Ps, Tebal 15 mm Bahan 3.680 0.023 Kg M3 Semen Portland Pasir Pasang @ Rp. @ Rp. 43,155.00 145,000.00 Jumlah I Tenaga 0.200 0.150 0.015 0.010 Oh Oh Oh Oh Pekerja Tukang Batu Kepala Tukang Mandor @ Rp. @ Rp. @ Rp. @ Rp. 24,000.00 30,000.00 31,500.00 30,000.00 Jumlah II Jumlah I + II = Rp. = Rp. Rp. = Rp. = Rp. = Rp. = Rp. Rp. Rp. 158,810.40 3,335.00 162,145.40 4,800.00 4,500.00 472.50 300.00 10,072.50 172,217.90

7

1 M2 Plesteran 1 Pc : 8 Ps, Tebal 15 mm Bahan 2.880 0.024 Kg M3 Semen Portland Pasir Pasang @ Rp. @ Rp. 43,155.00 145,000.00 Jumlah I 24,000.00 30,000.00 31,500.00 = Rp. = Rp. Rp. = Rp. = Rp. = Rp. 124,286.40 3,480.00 127,766.40 4,800.00 4,500.00 472.50

Tenaga

0.200 0.150 0.015

Oh Oh Oh

Pekerja Tukang Batu Kepala Tukang

@ Rp. @ Rp. @ Rp.

0.010

Oh

Mandor

@ Rp.

30,000.00 Jumlah II Jumlah I + II

= Rp. Rp. Rp.

300.00 10,072.50 137,838.90

8

1 M2 Plesteran 1 Pc : 0.5 Kp : 3 Ps, Tebal 15 mm Bahan 5.760 0.003 0.013 Kg 3 M 3 M Semen Portland Kapur Padam Pasir Pasang @ Rp. @ Rp. @ Rp. 43,155.00 27,500.00 145,000.00 Jumlah I 24,000.00 30,000.00 31,500.00 30,000.00 Jumlah II Jumlah I + II = Rp. = Rp. = Rp. Rp. = Rp. = Rp. = Rp. = Rp. Rp. Rp. 248,572.80 82.50 1,885.00 250,540.30 4,800.00 4,500.00 472.50 300.00 10,072.50 260,612.80

Tenaga

0.200 0.150 0.015 0.010

Oh Oh Oh Oh


@ Rp. @ Rp. @ Rp. @ Rp.

9

1 M Plesteran 1 Pc : 3 Kp : 10 Ps, Tebal 15 mm Bahan 1.840 0.006 0.014 Kg M3 M3 Semen Portland Kapur Padam Pasir Pasang @ Rp. @ Rp. @ Rp. 43,155.00 27,500.00 145,000.00 Jumlah I 24,000.00 30,000.00 31,500.00 30,000.00 Jumlah II Jumlah I + II = Rp. = Rp. = Rp. Rp. = Rp. = Rp. = Rp. = Rp. Rp. Rp. 79,405.20 165.00 2,030.00 81,600.20 4,800.00 4,500.00 472.50 300.00 10,072.50 91,672.70

2

Tenaga

0.200 0.150 0.015 0.010

Oh Oh Oh Oh


@ Rp. @ Rp. @ Rp. @ Rp.

2 10 1 M Plesteran 0.5 Pc : 1 Kp : 4 Ps, Tebal 15 mm Bahan 3.000 Kg Semen Portland M3 0.005 Kapur Padam M3 0.019 Pasir Pasang

@ Rp. @ Rp. @ Rp.



129,465.00 137.50 2,755.00 132,357.50 4,800.00 4,500.00 472.50 300.00 10,072.50 142,430.00

Tenaga

0.200 0.150 0.015 0.010

Oh Oh Oh Oh


@ Rp. @ Rp. @ Rp. @ Rp.

2 11 1 M Plesteran 1 Kp : 1 Sm : 1 Ps, Tebal 15 mm

Bahan

0.009 0.009 0.009

Kg M3 M3

Semen Merah Kapur Padam Pasir Pasang

@ Rp. @ Rp. @ Rp.

78,400.00 27,500.00 145,000.00 Jumlah I 24,000.00

= Rp. = Rp. = Rp. Rp. = Rp.

705.60 247.50 1,305.00 2,258.10 4,800.00

Tenaga

0.200

Oh

Pekerja

@ Rp.

0.150 0.015 0.010

Oh Oh Oh


@ Rp. @ Rp. @ Rp.

30,000.00 31,500.00 30,000.00 Jumlah II Jumlah I + II

= Rp. = Rp. = Rp. Rp. Rp.

4,500.00 472.50 300.00 10,072.50 12,330.60

12 1 M Plesteran 1 Kp : 1 Sm : 2 Ps, Tebal 15 mm Bahan 0.007 0.007 0.015 Kg 3 M 3 M Semen Merah Kapur Padam Pasir Pasang @ Rp. @ Rp. @ Rp. 78,400.00 27,500.00 145,000.00 Jumlah I 24,000.00 30,000.00 31,500.00 30,000.00 Jumlah II Jumlah I + II2 13 1 M Plesteran 1 Pc : 2 Ps, Tebal 20 mm

2


548.80 192.50 2,175.00 2,916.30 4,800.00 4,500.00 472.50 300.00 10,072.50 12,988.80

Tenaga

0.200 0.150 0.015 0.010

Oh Oh Oh Oh


@ Rp. @ Rp. @ Rp. @ Rp.

Bahan

14.280 0.023

Kg M3

Semen Portland Pasir Pasang

@ Rp. @ Rp.

43,155.00 145,000.00 Jumlah I

= Rp. = Rp. Rp. = Rp. = Rp. = Rp. = Rp. Rp. Rp.

616,253.40 3,335.00 619,588.40 6,000.00 6,000.00 630.00 375.00 13,005.00 632,593.40

Tenaga

0.250 0.200 0.020 0.0125

Oh Oh Oh Oh

Pekerja Tukan

Analisa SNI 05

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Transcript of Analisa SNI 05