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BIDANG BANGUNAN

ANALISA BIAYA KONSTRUKSI REHABILITASI RUANG KELAS SD .. Tahun 20121 1 m2 Membersihkan Lapangan dan Perataan 0.100 Org Pekerja 0.100 Org Mandor

@

@ Rp Rp

30,000.00 Jumlah

= = =

Rp Rp Rp

3,000.00 3,000.00

2

1 m' Pengukuran dan pemasangan bouwplank 1.2.1 Bahan 0.012 M Kayu 5/7 0.020 Kg Paku biasa 2" - 5" 0.007 M Kayu papan 3/20

@ @ @

Rp Rp Rp

2,740,000.00 9,000.00 3,500,000.00 Jumlah (1)

= = = =

Rp Rp Rp Rp

32,880.00 180.00 24,500.00 57,560.00

1.2.2 Tenaga 0.100 Org Pekerja 0.100 Org Tukang kayu 0.010 Org Kepala tukang 0.010 Org Mandor

@ @ @ @

Rp Rp Rp Rp

30,000.00 45,000.00 50,000.00 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp Rp Rp Rp Rp Rp

3,000.00 4,500.00 500.00 5,000.00 62,560.00

3

1 m Galian tanah keras sedalam 1 meter 2.1.1 Tenaga 0.625 Org Pekerja 0.062 Org Mandor

@ @

Rp Rp

30,000.00 Jumlah

= = =

Rp Rp Rp

18,750.00 18,750.00

4

1 m Urugan kembali 2.4.1 Tenaga 0.192 Org Pekerja 0.019 Org Mandor

@ @

Rp Rp

30,000.00 Jumlah

= = =

Rp Rp Rp

5,760.00 5,760.00

5

1 m Urugan pasir 2.6.1 Bahan 1.200 M Pasir urug

@

Rp

75,000.00 Jumlah (1)

= =

Rp Rp

90,000.00 90,000.00

2.6.2 Tenaga 0.300 Org Pekerja 0.010 Org Mandor

@ @

Rp Rp

30,000.00 Jumlah (2) Jumlah (1) + (2)

= = = =

Rp Rp Rp Rp

9,000.00 9,000.00 99,000.00

6

1 m Pasang pondasi batu kosong 4.2.1 Bahan 1.200 M Batu belah 15/20 cm 0.300 M Pasir urug 4.2.2 Tenaga 0.780 Org Pekerja 0.390 Org Tukang batu 0.039 Org Kepala tukang 0.039 Org Mandor

@ @

Rp Rp

125,000.00 75,000.00 Jumlah (1) 30,000.00 45,000.00 50,000.00 Jumlah (2) Jumlah (1) + (2)

= =

Rp Rp Rp Rp Rp Rp Rp Rp Rp

150,000.00 22,500.00 172,500.00 23,400.00 17,550.00 1,950.00 42,900.00 215,400.00

@ @ @ @

Rp Rp Rp Rp

= = = = = =

BIDANG BANGUNAN

7

1 m Pasang pondasi batu kali, 1 Pc :4 Ps 4.1.1 Bahan 1.100 M Batu belah 15/20 cm 163.000 Kg Semen portland 0.520 M Pasir pasang

@ @ @

Rp Rp Rp

125,000.00 1,160.00 85,000.00 Jumlah (1)

= = =

Rp Rp Rp Rp

137,500.00 189,080.00 44,200.00 370,780.00

4.1.2 Tenaga 1.500 Org Pekerja 0.600 Org Tukang batu 0.060 Org Kepala tukang batu 0.075 Org Mandor

@ @ @ @

Rp Rp Rp Rp

30,000.00 45,000.00 50,000.00 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp Rp Rp Rp Rp Rp

45,000.00 27,000.00 3,000.00 75,000.00 445,780.00

8

1 m Pasangan bata merah tebal bata, 1 Pc : 3 Ps 3.3.1 Bahan 70.000 Bh Bata merah 5 x 11 x 22 cm 14.370 Kg Semen portland 0.040 M Pasir pasang

@ @ @

Rp Rp Rp

350.00 1,160.00 85,000.00 Jumlah (1)

= = = =

Rp Rp Rp Rp

24,500.00 16,669.20 3,400.00 44,569.20

3.3.2 Tenaga 0.320 Org Pekerja 0.100 Org Tukang batu 0.010 Org Kepala tukang 0.015 Org Mandor

@ @ @ @

Rp Rp Rp Rp

30,000.00 45,000.00 50,000.00 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp Rp Rp Rp Rp Rp

9,600.00 4,500.00 500.00 14,600.00 59,169.20

9

1 m Pasangan bata merah tebal bata, 1 Pc : 6Ps 3.4.1 Bahan 70.000 Bh Bata merah 5 x 11 x 22 cm 11.500 Kg Semen portland 0.043 M Pasir pasang

@ @ @

Rp Rp Rp

350.00 1,160.00 85,000.00 Jumlah (1)

= = = =

Rp Rp Rp Rp

24,500.00 13,340.00 3,655.00 41,495.00

3.4.2 Tenaga 0.320 Org Pekerja 0.100 Org Tukang batu 0.010 Org Kepala tukang 0.015 Org Mandor

@ @ @ @

Rp Rp Rp Rp

30,000.00 45,000.00 50,000.00 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp Rp Rp Rp Rp Rp

9,600.00 4,500.00 500.00 14,600.00 56,095.00

10

1 m Plesteran 1 Pc : 3 Ps, tebal 15 mm 7.1.1 Bahan 6.480 Kg Semen portland 0.019 M Pasir pasang

@ @

Rp Rp

1,160.00 85,000.00 Jumlah (1)

= = =

Rp Rp Rp

7,516.80 1,615.00 9,131.80

7.1.2 Tenaga 0.200 Org Pekerja 0.150 Org Tukang batu 0.015 Org Kepala tukang 0.010 Org Mandor

@ @ @ @

Rp Rp Rp Rp

30,000.00 45,000.00 50,000.00 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp Rp Rp Rp Rp Rp

6,000.00 6,750.00 750.00 13,500.00 22,631.80

BIDANG BANGUNAN

11

1 m Plesteran 1 Pc : 6 Ps, tebal 15 mm 7.2.1 Bahan 0.520 Kg Semen portland 0.020 M Pasir pasang

@ @

Rp Rp

1,160.00 85,000.00 Jumlah (1)

= = =

Rp Rp Rp

603.20 1,700.00 2,303.20

7.2.2 Tenaga 0.200 Org Pekerja 0.150 Org Tukang batu 0.015 Org Kepala tukang 0.010 Org Mandor

@ @ @ @

Rp Rp Rp Rp

30,000.00 45,000.00 50,000.00 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp Rp Rp Rp Rp Rp

6,000.00 6,750.00 750.00 13,500.00 15,803.20

12

1 m Pasang kusen pintu dan jendela kayu kelas II 5.2.1 Bahan 1.100 M Kayu Kelas II, balok

@

Rp

5,000,000.00 Jumlah (1)

= =

Rp Rp

5,500,000.00 5,500,000.00

5.2.2 Tenaga 6.000 Org Pekerja 18.000 Org Tukang kayu 2.000 Org Kepala tukang 0.300 Org Mandor

@ @ @ @

Rp Rp Rp Rp

30,000.00 45,000.00 50,000.00 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp Rp Rp Rp Rp Rp

180,000.00 810,000.00 100,000.00 1,090,000.00 6,590,000.00

13

1 m Pasang pintu panel kayu Kelas II 5.8.1 Bahan 0.040 M Kayu kelas II, papan

@

Rp

5,500,000.00 Jumlah (1)

= =

Rp Rp

220,000.00 220,000.00

5.8.2 Tenaga 1.000 Org Pekerja 2.500 Org Tukang kayu 0.250 Org Kepala tukang 0.050 Org Mandor

@ @ @ @

Rp Rp Rp Rp

30,000.00 45,000.00 50,000.00 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp Rp Rp Rp Rp Rp

30,000.00 112,500.00 12,500.00 155,000.00 375,000.00

14

1 m Pasang jendela kaca kayu kelas II 5.10.1 Bahan 0.035 M Kayu kelas II, papan

@

Rp

5,500,000.00 Jumlah (1)

= =

Rp Rp

192,500.00 192,500.00

5.10.2 Tenaga 0.800 Org Pekerja 2.000 Org Tukang kayu 0.200 Org Kepala tukang 0.040 Org Mandor

@ @ @ @

Rp Rp Rp Rp

30,000.00 45,000.00 50,000.00 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp Rp Rp Rp Rp Rp

24,000.00 90,000.00 10,000.00 124,000.00 316,500.00

BIDANG BANGUNAN

15

1 m Pasang konstruksi kuda-kuda kayu kelas II 5.30.1 Bahan 1.100 M Kayu kelas II, balok 15.000 Kg Besi strip & baut 0.800 Kg Paku biasa 2" - 5"

@ @ @

Rp Rp Rp

5,000,000.00 13,300.00 9,000.00 Jumlah (1)

= = = =

Rp Rp Rp Rp

5,500,000.00 199,500.00 7,200.00 5,706,700.00

5.30.2 Tenaga 4.000 Org Pekerja 12.000 Org Tukang kayu 1.200 Org Kepala tukang 0.200 Org Mandor

@ @ @ @

Rp Rp Rp Rp

30,000.00 45,000.00 50,000.00 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp Rp Rp Rp Rp Rp

120,000.00 540,000.00 60,000.00 720,000.00 6,426,700.00

16

1 m Pasang usuk kayu kelas II+reng kayu kelas II 5.31.1 Bahan 0.008 M Kayu kelas II Usuk 0.007 M Kayu kelas II Reng 0.150 Kg Paku biasa 2" - 5"

@ @ @

Rp Rp Rp

5,000,000.00 5,000,000.00 9,000.00 Jumlah (1)

= = = =

Rp Rp Rp Rp

40,000.00 35,000.00 1,350.00 76,350.00

5.31.2 Tenaga 0.100 Org Pekerja 0.100 Org Tukang kayu 0.010 Org Kepala tukang 0.050 Org Mandor

@ @ @ @

Rp Rp Rp Rp

30,000.00 45,000.00 50,000.00 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp Rp Rp Rp Rp Rp

3,000.00 4,500.00 500.00 8,000.00 84,350.00

17

1 m Pasang rangka langit-langit (1.00 x 1.00) m, kayu kelas III 5.40.1 Bahan 0.012 M Kayu Kelas III 0.100 Kg Paku biasa 2" - 5"

@ @

Rp Rp

4,250,000.00 9,000.00 Jumlah (1)

= = =

Rp Rp Rp

51,000.00 900.00 51,900.00

5.40.2 Tenaga 0.150 Org Pekerja 0.250 Org Tukang kayu 0.025 Org Kepala tukang 0.075 Org Mandor

@ @ @ @

Rp Rp Rp Rp

30,000.00 45,000.00 50,000.00 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp Rp Rp Rp Rp Rp

4,500.00 11,250.00 1,250.00 17,000.00 68,900.00

18

1 m' Pasang lisplang ukuran (2 x 20) cm, kayu kelas II 5.48.1 Bahan 0.0072 M Kayu kelas II, papan 0.050 Kg Paku biasa 2" - 5"

@ @

Rp Rp

5,500,000.00 9,000.00 Jumlah (1)

= = =

Rp Rp Rp

39,600.00 450.00 40,050.00

5.48.2 Tenaga 0.100 Org Pekerja 0.200 Org Tukang kayu 0.020 Org Kepala tukang 0.050 Org Mandor

@ @ @ @

Rp Rp Rp Rp

30,000.00 45,000.00 50,000.00 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp Rp Rp Rp Rp Rp

3,000.00 9,000.00 1,000.00 13,000.00 53,050.00

BIDANG BANGUNAN

19

1 m' Pasang list plafon - kayu polos 5.60.1 Bahan 1.050 M' Kayu polos 1/5

@

Rp

9,900.00 Jumlah (1)

= =

Rp Rp

10,395.00 10,395.00

5.60.2 Tenaga 0.021 Org Pekerja 0.021 Org Tukang kayu 0.002 Org Kepala tukang 0.001 Org Mandor

@ @ @ @

Rp Rp Rp Rp

30,000.00 45,000.00 50,000.00 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp Rp Rp Rp Rp Rp

630.00 945.00 100.00 1,675.00 12,070.00

20

1 m Pasang atap lokal 6.2.1 Bahan 25.000 Bh Genteng

@

Rp

3,000.00 Jumlah (1)

= = = = = = = =

Rp Rp Rp Rp Rp Rp Rp Rp

75,000.00 75,000.00 4,500.00 3,375.00 400.00 8,275.00 83,275.00

6.2.2 Tenaga 0.150 Org Pekerja 0.075 Org Tukang kayu 0.008 Org Kepala tukang 0.008 Org Mandor

@ @ @ @

Rp Rp Rp Rp

30,000.00 45,000.00 50,000.00 Jumlah (2) Jumlah (1) + (2)

21

1 m' Pasang genteng bubungan 6.4.1 Bahan 3.500 Bh Genteng bubung 8.000 Kg Semen portland 0.032 M Pasir pasang

@ @ @

Rp Rp Rp

3,500.00 1,160.00 85,000.00 Jumlah (1)

= = = =

Rp Rp Rp Rp

12,250.00 9,280.00 2,720.00 24,250.00

6.4.2 Tenaga 0.400 Org Pekerja 0.200 Org Tukang kayu 0.020 Org Kepala tukang 0.020 Org Mandor

@ @ @ @

Rp Rp Rp Rp

30,000.00 45,000.00 50,000.00 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp Rp Rp Rp Rp Rp

12,000.00 9,000.00 1,000.00 22,000.00 46,250.00

22

1 m Langit - langit eternit (1,00 x 1,00) m, tebal 3,5 mm 8.4.1 Bahan 1.100 Lbr Eternit tebal 3,5 mm @ Rp 0.010 Kg Paku @ Rp

7,000.00 9,000.00 Jumlah (1)

= = =

Rp Rp Rp

7,700.00 90.00 7,790.00

8.4.2 Tenaga 0.090 Org Pekerja 0.090 Org Tukang kayu 0.009 Org Kepala tukang 0.040 Org Mandor

@ @ @ @

Rp Rp Rp Rp

30,000.00 45,000.00 50,000.00 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp Rp Rp Rp Rp Rp

2,700.00 4,050.00 450.00 7,200.00 14,990.00

BIDANG BANGUNAN

23

1 m' Pasang talang datar, seng bjls 28 11.10.1 Bahan 0.500 0.015 0.0096 m1 Kg M Seng plat 3"X6" bjls 28 Paku biasa " - 1" Kayu Kelas II, papan@ @ @

Rp Rp Rp

22,500.00 9,000.00 5,000,000.00 Jumlah (1)

= = =

Rp Rp Rp Rp

11,250.00 135.00 48,000.00 59,385.00

11.10.2 Tenaga 0.150 Org Pekerja 0.400 Org Tukang kayu 0.040 Org Kepala tukang 0.075 Org Mandor

@ @ @ @

Rp Rp Rp Rp

30,000.00 45,000.00 50,000.00 Jumlah (2) Jumlah (1) + (2)

= = = = = =

Rp Rp Rp Rp Rp Rp

4,500.00 18,000.00 2,000.00 24,500.00 83,885.00

24

1 bh Pasang kunci tanam 11.1.1 Bahan 1.000 Bh Kunci tanam 12.1.2 Tenaga 0.060 Org Pekerja 0.500 Org Tukang kayu 0.060 Org Kepala tukang 0.030 Org Mandor

@

Rp

150,000.00 Jumlah (1) 30,000.00 45,000.00 50,000.00 Jumlah (2) Jumlah (1) + (2)

= = = = = = = =

Rp Rp Rp Rp Rp Rp Rp Rp

150,000.00 150,000.00 1,800.00 22,500.00 3,000.00 27,300.00 177,300.00

@ @ @ @

Rp Rp Rp Rp

25

1 bh Pasang engsel pintu 11.4.1 Bahan 1.000 Bh Engsel pintu 11.4.2 Tenaga 0.015 Org Pekerja 0.150 Org Tukang kayu 0.015 Org Kepala tukang 0.008 Org Mandor

@

Rp

12,500.00 Jumlah (1) 30,000.00 45,000.00 50,000.00 Jumlah (2) Jumlah (1) + (2)

= = = = = = = =

Rp Rp Rp Rp Rp Rp Rp Rp

12,500.00 12,500.00 450.00 6,750.00 750.00 7,950.00 20,450.00

@ @ @ @

Rp Rp Rp Rp

26

1 bh Pasang engsel jendela 11.5.1 Bahan 1.000 Bh Engsel jendela 11.5.2 Tenaga 0.010 Org Pekerja 0.100 Org Tukang kayu 0.010 Org Kepala tukang 0.005 Org Mandor

@

Rp

7,500.00 Jumlah (1) 30,000.00 45,000.00 50,000.00 Jumlah (2) Jumlah (1) + (2)

= = = = = = = =

Rp Rp Rp Rp Rp Rp Rp Rp

7,500.00 7,500.00 300.00 4,500.00 500.00 5,300.00 12,800.00

@ @ @ @

Rp Rp Rp Rp

BIDANG BANGUNAN

27

1 bh Pasang kait angin 11.8.1 Bahan 1.000 Bh Hak angin 11.8.2 Tenaga 0.015 Org Pekerja 0.150 Org Tukang kayu 0.015 Org Kepala tukang 0.007 Org Mandor

@

Rp

8,500.00 Jumlah (1) 30,000.00 45,000.00 50,000.00 Jumlah (2) Jumlah (1) + (2)

= = = = = = = =

Rp Rp Rp Rp Rp Rp Rp Rp

8,500.00 8,500.00 450.00 6,750.00 750.00 7,950.00 16,450.00

@ @ @ @

Rp Rp Rp Rp

28

1 bh Pasang grendel pintu 11.10.1 Bahan 1.000 Bh grendel 11.10.2 Tenaga 0.020 Org Pekerja 0.100 Org Tukang kayu 0.020 Org Kepala tukang 0.001 Org Mandor

@

Rp

12,500.00 Jumlah (1) 30,000.00 45,000.00 50,000.00 Jumlah (2) Jumlah (1) + (2)

= = = = = = = =

Rp Rp Rp Rp Rp Rp Rp Rp

12,500.00 12,500.00 600.00 4,500.00 1,000.00 6,100.00 18,600.00

@ @ @ @

Rp Rp Rp Rp

29

1 bh Pasang grendel jendela 11.10.1 Bahan 1.000 Bh grendel jendela 11.10.2 Tenaga 0.020 Org Pekerja 0.100 Org Tukang kayu 0.020 Org Kepala tukang 0.001 Org Mandor

@

Rp

12,500.00 Jumlah (1) 30,000.00 45,000.00 50,000.00 Jumlah (2) Jumlah (1) + (2)

= = = = = = = =

Rp Rp Rp Rp Rp Rp Rp Rp

12,500.00 12,500.00 600.00 4,500.00 1,000.00 6,100.00 18,600.00

@ @ @ @

Rp Rp Rp Rp

30

1 m Pasang kaca, tebal 5 mm 11.15.1 Bahan 1.100 M Kaca 11.15.2 Tenaga 0.015 Org Pekerja 0.150 Org Tukang kayu 0.015 Org Kepala tukang 0.008 Org Mandor

@

Rp

95,000.00 Jumlah (1) 30,000.00 45,000.00 50,000.00 Jumlah (2) Jumlah (1) + (2)

= = = = = = = =

Rp Rp Rp Rp Rp Rp Rp Rp

104,500.00 104,500.00 450.00 6,750.00 750.00 7,950.00 112,450.00

@ @ @ @

Rp Rp Rp Rp

31

1 m Membuat beton bertulang 1 Pc : 2 Ps : 3 Kr 12.2.1 Bahan 232.000 Kg Semen portland 0.520 M Pasir beton 0.780 M Koral beton/split 12.2.2 Tenaga 1.650 Org Pekerja 0.250 Org Tukang batu 0.025 Org Kepala tukang 0.080 Org Mandor

@ @ @

Rp Rp Rp

1,160.00 110,000.00 150,000.00 Jumlah (1) 30,000.00 45,000.00 50,000.00 Jumlah (2) Jumlah (1) + (2)

= = =

Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

269,120.00 57,200.00 117,000.00 443,320.00 49,500.00 11,250.00 1,250.00 62,000.00 505,320.00

@ @ @ @

Rp Rp Rp Rp

= = = = = =

BIDANG BANGUNAN

32.0 1 Kg Pembesian dengan besi polos 12.4.1 Bahan 1.050 Kg Besi beton (polos) 0.015 Kg Kawat beton 12.4.2 Tenaga 0.007 Org Pekerja 0.007 Org Tukang besi 0.0007 Org Kepala tukang 0.0004 Org Mandor

@ @

Rp Rp

10,500.00 12,500.00 Jumlah (1) 30,000.00 45,000.00 50,000.00 Jumlah (2) Jumlah (1) + (2)

= =

Rp Rp Rp Rp Rp Rp Rp Rp Rp

11,025.00 187.50 11,212.50 210.00 315.00 35.00 560.00 11,772.50

@ @ @ @

Rp Rp Rp Rp

= = = = = =

33

1 m Pasang bekisting untuk sloof 12.6.1 Bahan 0.045 M Kayu kelas III 0.300 Kg Paku biasa 2" - 5" 0.100 Lt Minyak bekisting 12.6.2 Tenaga 0.300 Org Pekerja 0.260 Org Tukang kayu 0.026 Org Kepala tukang 0.015 Org Mandor

@ @ @

Rp Rp Rp

2,740,000.00 9,000.00 9,750.00 Jumlah (1) 30,000.00 45,000.00 50,000.00 Jumlah (2) Jumlah (1) + (2) Untuk 2xpakai

= = =

Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

123,300.00 2,700.00 975.00 126,975.00 9,000.00 11,700.00 1,300.00 22,000.00 148,975.00 74,487.50

@ @ @ @

Rp Rp Rp Rp

= = = = = = =

34

1 m Pasang bekisting untuk kolom 12.7.1 Bahan 0.040 M Kayu kelas III 0.400 Kg Paku biasa 2" - 5" 0.200 Lt Minyak bekisting 0.015 M Balok kayu kelas III, begesting 0.028 M Kaso 5/7x400 m 12.7.2 Tenaga 0.300 Org Pekerja 0.330 Org Tukang kayu 0.033 Org Kepala tukang 0.015 Org Mandor

@ @ @ @ @

Rp Rp Rp Rp Rp

2,740,000.00 9,000.00 9,750.00 3,500,000.00 4,250,000.00 Jumlah (1) 30,000.00 45,000.00 50,000.00 Jumlah (2) Jumlah (1) + (2) Untuk2xpakai

= = = = =

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

109,600.00 3,600.00 1,950.00 52,500.00 119,000.00 286,650.00 9,000.00 14,850.00 1,650.00 25,500.00 312,150.00 156,075.00

@ @ @ @

Rp Rp Rp Rp

= = = = = = =

35

1 m Pasang bekisting untuk balok 12.8.1 Bahan 0.040 M Kayu Kelas III 0.400 Kg Paku biasa 2" - 5" 0.200 Lt Minyak bekisting 0.018 M Balok kayu borneo 0.028 M Kaso 5/7x400 m 12.38.2 Tenaga 0.320 Org Pekerja 0.330 Org Tukang kayu 0.033 Org Kepala tukang 0.016 Org Mandor

@ @ @ @ @

Rp Rp Rp Rp Rp

2,740,000.00 9,000.00 9,750.00 3,500,000.00 4,250,000.00 Jumlah (1) 30,000.00 45,000.00 50,000.00 Jumlah (2) Jumlah (1) + (2) Untuk 2xpakai

= = = = =

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

109,600.00 3,600.00 1,950.00 63,000.00 119,000.00 297,150.00 9,600.00 14,850.00 1,650.00 26,100.00 323,250.00 161,625.00

@ @ @ @

Rp Rp Rp Rp

= = = = = = =

BIDANG BANGUNAN

36

1 m Pasang lantai keramik 30 x 30 cm 13.17.1 Bahan 1.000 m2 Ubin keramik 30 x 30 cm 11.380 Kg Semen portland 0.042 M Pasir pasang 1.500 Kg Semen putih 13.17.1 Tenaga 0.150 Org Pekerja 0.160 Org Tukang batu 0.035 Org Kepala tukang 0.008 Org Mandor

@ @ @ @

Rp Rp Rp Rp

45,000.00 1,200.00 85,000.00 2,500.00 Jumlah (1) 30,000.00 45,000.00 50,000.00 Jumlah (2) Jumlah (1) + (2)

= = = =

Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

45,000.00 13,656.00 3,570.00 3,750.00 65,976.00 4,500.00 7,200.00 1,750.00 13,450.00 79,426.00

@ @ @ @

Rp Rp Rp Rp

= = = = = =

37

1 m Pengecatan bidang kayu baru ( 1 lapis plamir ), 1 lapis cat dasar, 2 lapis cat penutup. 14.6.1 Bahan 0.200 Kg Cat meni @ Rp 22,500.00 0.150 Kg Plamir @ Rp 20,800.00 0.200 lbr Kertas gosok @ Rp 2,750.00 0.260 Kg Cat penutup 2 kali @ Rp 45,000.00 Jumlah (1) 14.6.2 Tenaga 0.070 Org Pekerja @ Rp 30,000.00 0.090 Org Tukang cat @ Rp 45,000.00 0.006 Org Kepala tukang @ Rp 50,000.00 0.004 Org Mandor @ Rp Jumlah (2) Jumlah (1) + (2) 1 m Pengecatan bidang kayu baru ( 1 lapis plamir ), 1 lapis cat dasar, 3 lapis cat penutup. 14.7.1 Bahan 0.200 Kg Cat meni @ Rp 22,500.00 0.150 Kg Plamir @ Rp 20,800.00 0.200 lbr Ketas gosok @ Rp 2,750.00 0.350 Kg Cat penutup 3 kali @ Rp 45,000.00 Jumlah (1) 14.7.2 Tenaga 0.070 Org Pekerja @ Rp 30,000.00 0.105 Org Tukang cat @ Rp 45,000.00 0.004 Org Kepala tukang @ Rp 50,000.00 0.003 Org Mandor @ Rp Jumlah (2) Jumlah (1) + (2) 1 m Pengecatan tembok baru ( 1 lapis plamir, 1 lapis cat dasar, 2 lapis cat penutup ) 14.11.1 Bahan 0.100 Kg Plamir @ Rp 4,800.00 0.100 Kg Cat dasar @ Rp 15,400.00 0.200 lbr Kertas gosok @ Rp 2,750.00 0.260 Kg Cat penutup 2x @ Rp 15,400.00 Jumlah (1) 14.11.1 Tenaga 0.020 Org Pekerja @ Rp 30,000.00 0.063 Org Tukang cat @ Rp 45,000.00 0.0063 Org Kepala tukang @ Rp 50,000.00 0.003 Org Mandor @ Rp Jumlah (2) Jumlah (1) + (2)

= = = = = = = = = =

Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

4,500.00 3,120.00 550.00 11,700.00 19,870.00 2,100.00 4,050.00 300.00 6,450.00 26,320.00

38

= = = = = = = = = =

Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

4,500.00 3,120.00 550.00 15,750.00 23,920.00 2,100.00 4,725.00 200.00 7,025.00 30,945.00

39

= = = = = = = = =

Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

480.00 1,540.00 550.00 4,004.00 6,574.00 600.00 2,835.00 315.00 3,750.00 10,324.00

DAFTAR HARGA BAHAN BANGUNAN & UPAH KERJA #REF! TAHUN 2012 No.A. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 28 25 27 26 29 26 28 27 30 27 29 28 31 28 30 29 32 29 31 30 33 30 32 31 34 31 33

JENIS BAHANBAHAN BANGUNAN Pasir Urug Pasir Pasang Pasir Cor Batu Belah Kerikil 2/3 pecah mesin Bata Merah Portland Cement (PC) 40 Kg Portland Cement (PC) Putih Semen Warna Besi Beton Polos Kawat Beton (bendrat) Besi Beugel/dook, angker Besi Strip Minyak Cat Cat Meni Kayu Cat Dinding Cat Kayu Plamur Dinding Plamur Kayu Kertas Gosok Kuas 4" Teer/Residu Kaca Bening 5 mm Kaca Rayband 5 mm Kayu balok/papan begesting Kayu Papan mutu C Kayu papan mutu A Kayu Papan sgl ukuran kelas II Kayu Balok sgl ukuran kelas II Kayu Balok sgl ukuran kelas II List gypsum 8 cm Asbes Datar 1x1 Keramik (30x30) kw 1 Seng Plat 3"X6" BJLS 28 Paku Engsel Pintu ukuran 12 Cm Engsel Jendela ukuran 6 Cm Grendel tanam pintu Grendel Jendela Hak Angin Sikutan Hak Angin Kait Pasang instalasi Pasang Stop kontak Saklar Tunggal Saklar Ganda Lampu TL 20 w lengkap Lampu SL 18 w Kunci Tanam2 x putar Fitting Lampu pijar Genteng Lokal Kodok Genteng bubungan lokal

Sat.m3 m3 m3 m3 m3 bj kg kg kg kg kg kg kg ltr kg kg kg kg kg lbr bh ltr m2 m2 m3 m3 m3 m3 m3 m3 m' lbr m2 m' kg bj bj bj bj bj bj ttk ttk bj bj bj bj bh bj bj bj

Jumlah Harga (Rp)75,000.00 85,000.00 110,000.00 125,000.00 150,000.00 350.00 1,160.00 2,500.00 7,500.00 10,500.00 12,500.00 10,500.00 13,300.00 4,300.00 22,500.00 15,400.00 45,000.00 4,800.00 20,800.00 2,750.00 15,000.00 32,500.00 95,000.00 189,500.00 2,740,000.00 3,500,000.00 4,250,000.00 5,500,000.00 5,000,000.00 5,000,000.00 15,000.00 7,000.00 45,000.00 22,500.00 9,000.00 12,500.00 7,500.00 8.000,00 12,500.00 5,500.00 8,500.00 110,000.00 25,000.00 25,000.00 35,000.00 125,000.00 36,000.00 150,000.00 17,500.00 3,000.00 3,500.00

No. B. 1 2 3 4 5 6 7

DAFTAR KEAHLIAN UPAH TENAGA KERJA Mandor Kepala Tukang Kayu Kepala Tukang batu Tukang Kayu Tukang Batu Tukang Cat Pekerja

Sat.

Upah Harian (Rp)

Org/Hr Org/Hr Org/Hr Org/Hr Org/Hr Org/Hr Org/Hr

0.00 50,000.00 50,000.00 45,000.00 45,000.00 45,000.00 30,000.00