RAB_GEDUNG TEKNISI TSP.xlsx

8/17/2019 RAB_GEDUNG TEKNISI TSP.xlsx

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AFTAR ANALISA

(BERDASARKAN STANDAR NASIONAL INDONESIA )

WILAYAH KABUPATEN MAROS

I. ANALISA BIAYA KONSTRUKSI PEKERJAAN PERSIAPAN

1 1 M PAGAR SEMENTARA DARI KAWAT DURI TINGGI 1,8 METER

1.0000 Btg Dolken Kayu D 8-10 / 400 cm @ Rp. 75,000.00 = Rp.2.0000 Kg emen !o"tlan# @ Rp. 1,200.00 = Rp.

25.0000 Kg Ka$at Du"% @ Rp. 20,000.00 = Rp.

0.0050 &' !a(%" Beton @ Rp. 2)0,000.00 = Rp.

0.00)0 &' Ko"al Beton @ Rp. '50,000.00 = Rp.

0.0*00 Kg !aku +%a(a 2 - 5 @ Rp. 17,000.00 = Rp.

0.2000 ukang Kayu @ Rp. 77,000.00 = Rp.

0.'000 !eke"a @ Rp. 55,000.00 = Rp.

0.0200 Kepala ukang @ Rp. 110,000.00 = Rp.

0.0200 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

2 1 M PENGUKURAN DAN PEMASANGAN BOUWPLANK

0.0120 &' kayu 5/7 @ Rp. ',*'0,000.00 = Rp.

0.0200 Kg !aku B%a(a 2 - 5 @ Rp. 17,000.00 = Rp.

0.0070 &' Kayu !apan '/20 @ Rp. ',)50,000.00 = Rp.

0.1000 ukang Kayu @ Rp. 77,000.00 = Rp.

0.1000 !eke"a @ Rp. 55,000.00 = Rp.


0.0050 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

3 1 M PEMBUATAN KANTOR SEMENTARA

1.2500 Btg Dolken Kayu D 8-10 / 400 cm @ Rp. 75,000.00 = Rp.0.1500 &' Kayu @ Rp. ',*80,000.00 = Rp.

0.8500 kg !aku B%a(a @ Rp. 17,000.00 = Rp.

1.1000 kg Be(% t"%p @ Rp. 22,000.00 = Rp.

20.0000 kg emen !o"tlan# @ Rp. 1,200.00 = Rp.

0.1500 &' !a(%" !a(ang @ Rp. 157,500.00 = Rp.

0.1000 &' !a(%" Beton @ Rp. '50,000.00 = Rp.

0.1500 &' Ko"al Beton @ Rp. '50,000.00 = Rp.

'00.0000 B Bata &e"a @ Rp. 550.00 = Rp.

0.2500 +" eng !lat @ Rp. 54,800.00 = Rp.

2.0000 B en#ela 3ako @ Rp. 75,000.00 = Rp.

0.0800 &2 Kaca !olo( @ Rp. 80,000.00 = Rp.

0.1500 B Kunc% anam @ Rp. 1)0,000.00 = Rp.

0.0*00 +" "%plek( 4 mm @ Rp. *0,000.00 = Rp.

2.0000 ukang kayu @ Rp. 77,000.00 = Rp.

1.0000 ukang Batu @ Rp. 77,000.00 = Rp.

2.0000 !eke"a @ Rp. 55,000.00 = Rp.

0.'000 Kepala ukang @ Rp. 110,000.00 = Rp.

0.0500 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

4 1 M2 MEMBERSIHKAN LAPANGAN DAN PERALATAN MANUAL

0.1000 !eke"a @ Rp. 55,000.00 = Rp.

0.0500 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

II. ANALISA BIAYA KONSTRUKSI PEKERJAAN TANAH


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5 1 M3 GALIAN TANAH BIASA SEDALAM 1 METER

0.4000 !eke"a @ Rp. 55,000.00 = Rp.

0.0400 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

6 1 M3 GALIAN TANAH BIASA SEDALAM 2 METER

0.52*0 !eke"a @ Rp. 55,000.00 = Rp.

0.0520 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp. 1 M3 GALIAN TANAH KERAS SEDALAM 1 METER

0.*250 !eke"a @ Rp. 55,000.00 = Rp.

0.0*20 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

8 1 M3 GALIAN TANAH !ADAS SEDALAM 1 METER

1.2500 !eke"a @ Rp. 55,000.00 = Rp.

0.1250 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp." 1 M3 GALIAN TANAH LUMPUR SEDALAM 1 METER

0.82'0 !eke"a @ Rp. 55,000.00 = Rp.0.8'0 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

1# 1 M2 PEKERJAAN STRIPING TANAH SETINGGI 1 METER

0.0500 !eke"a @ Rp. 55,000.00 = Rp.

0.0050 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.11 1 M3 PEKERJAAN PEMBUANGAN TANAH SEJAUH 15# METER

0.51*0 !eke"a @ Rp. 55,000.00 = Rp.

0.0500 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.12 1 M3 URUGAN KEMBALI

0.1)20 !eke"a @ Rp. 55,000.00 = Rp.

0.01)0 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.13 1 M3 PEMADATAN TANAH

0.5000 !eke"a @ Rp. 55,000.00 = Rp.

0.0500 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.14 1 M3 URUGAN PASIR

1.2000 &' !a(%" "ug @ Rp. 145,000.00 = Rp.

0.'000 !eke"a @ Rp. 55,000.00 = Rp.

0.0100 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

15 1 M3 URUGAN SIRTU

1.2000 &' %"tu @ Rp. 145,000.00 = Rp.

0.2500 !eke"a @ Rp. 55,000.00 = Rp.

0.0250 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

16 1 M3 TIMBUNAN TANAH

1.2000 &' ana "ugan @ Rp. 12',000.00 = Rp.

0.'000 !eke"a @ Rp. 55,000.00 = Rp.

0.0100 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

III. ANALISA BIAYA KONSTRUKSI PEKERJAAN PONDASI

1 1 M3 PASANG PONDASI BATU KALI$BT. GUNUNG, 1 P! % 2 PS


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1.1000 &' Batu Bela 15/20 cm @ Rp. 170,500.00 = Rp.

2*7.0000 Kg emen !o"tlan# @ Rp. 1,'00.00 = Rp.

0.4270 &' !a(%" !a(ang @ Rp. 157,500.00 = Rp.

1.5000 !eke"a @ Rp. 55,000.00 = Rp.

0.*000 ukang Batu @ Rp. 77,000.00 = Rp.

0.0*00 Kepala ukang @ Rp. 110,000.00 = Rp.

0.0750 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.18 1 M3 PASANG PONDASI BATU KALI$BT. GUNUNG, 1 P! % 3 PS

1.1000 &' Batu Bela 15/20 cm @ Rp. 170,500.00 = Rp.

202.0000 Kg emen !o"tlan# @ Rp. 1,'00.00 = Rp.

0.4850 &' !a(%" !a(ang @ Rp. 157,500.00 = Rp.

1.5000 !eke"a @ Rp. 55,000.00 = Rp.

0.*000 ukang Batu @ Rp. 77,000.00 = Rp.


0.0750 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

1" 1 M3 PASANG PONDASI BATU KALI$BT. GUNUNG, 1 P! % 4 PS

1.1000 &' Batu Bela 15/20 cm @ Rp. 170,500.00 = Rp.

1*'.0000 Kg emen !o"tlan# @ Rp. 1,'00.00 = Rp.

0.5200 &' !a(%" !a(ang @ Rp. 157,500.00 = Rp.

1.5000 !eke"a @ Rp. 55,000.00 = Rp.

0.*000 ukang Batu @ Rp. 77,000.00 = Rp.


0.0750 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

2# 1 M3 PASANG PONDASI BATU KALI$BT. GUNUNG, 1 P! % 5 PS

1.1000 &' Batu Bela 15/20 cm @ Rp. 157,500.00 = Rp.

1'*.0000 Kg emen !o"tlan# @ Rp. 1,'00.00 = Rp.

0.5440 &' !a(%" !a(ang @ Rp. 157,500.00 = Rp.

1.5000 !eke"a @ Rp. 55,000.00 = Rp.

0.*000 ukang Batu @ Rp. 77,000.00 = Rp.


0.0750 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

21 1 M3 PASANG PONDASI BATU KOSONG

1.2000 &' Batu Bela 15/20 cm @ Rp. 170,500.00 = Rp.

0.'000 &' !a(%" "ug @ Rp. 145,000.00 = Rp.

0.7800 !eke"a @ Rp. 55,000.00 = Rp.0.')00 ukang Batu @ Rp. 77,000.00 = Rp.

0.0')0 Kepala ukang @ Rp. 110,000.00 = Rp.

0.0')0 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

22 1 M3 PASANG PONDASI SIKLOP 4# & BATU KALI

75.000 Kg Be(% +eton @ Rp. 18,000.00 = Rp.

202.000 Kg emen po"tlan# @ Rp. 1,'00.00 = Rp.

0.'200 &' !a(%" +eton @ Rp. 2)0,000.00 = Rp.

0.4)00 &' Ko"al +eton @ Rp. '50,000.00 = Rp.

0.8000 Kg Ka$at +eton @ Rp. 17,000.00 = Rp.

'.0000 !eke"a @ Rp. 55,000.00 = Rp.

0.8500 ukang +atu @ Rp. 77,000.00 = Rp.

0.0850 kepala tukang @ Rp. 110,000.00 = Rp.

0.1500 &an#o" @ Rp. 110,000.00 = Rp.


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Jumlah Rp.

23 1 M3 PASANG PONDASI SUMURAN DIAMETER 1## !M

0.450 &' Batu Bela 15/20 cm @ Rp. 170,500.00 = Rp.

280.000 Kg emen po"tlan# @ Rp. 1,'00.00 = Rp.

0.4500 &' !a(%" +eton @ Rp. 2)0,000.00 = Rp.

0.*700 &' Ko"al +eton @ Rp. '50,000.00 = Rp.

2.'800 !eke"a @ Rp. 55,000.00 = Rp.

0.'000 ukang +atu @ Rp. 77,000.00 = Rp.0.0'00 kepala tukang @ Rp. 110,000.00 = Rp.

0.0800 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

I'. ANALISA BIAYA KONSTRUKSI PEKERJAAN DINDING

24 1 M2 PASANG BATA MERAH TEBAL 1BATA, 1 P! % 2 PS

140.0000 B Bata &e"a 51122 @ Rp. 550.00 = Rp.

4'.5000 Kg emen !o"tlan# @ Rp. 1,'00.00 = Rp.

0.0800 &' !a(%" !a(ang @ Rp. 157,500.00 = Rp.

0.*500 !eke"a @ Rp. 55,000.00 = Rp.

0.2000 ukang Batu @ Rp. 77,000.00 = Rp.


0.0'00 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

1 M3 PASANG BATA MERAH TEBAL 1BATA, 1 PC : 2 PS ………………… RP.


140.0000 B Bata &e"a 51122 @ Rp. 550.00 = Rp.

'2.)500 Kg emen !o"tlan# @ Rp. 1,'00.00 = Rp.

0.0)10 &' !a(%" !a(ang @ Rp. 157,500.00 = Rp.

0.*500 !eke"a @ Rp. 55,000.00 = Rp.

0.2000 ukang Batu @ Rp. 77,000.00 = Rp.0.0200 Kepala ukang @ Rp. 110,000.00 = Rp.

0.0'00 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.



140.0000 B Bata &e"a 51122 @ Rp. 550.00 = Rp.


0.1020 &' !a(%" !a(ang @ Rp. 157,500.00 = Rp.

0.*500 !eke"a @ Rp. 55,000.00 = Rp.

0.2000 ukang Batu @ Rp. 77,000.00 = Rp.


0.0'00 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.


2 1 M2 PASANG BATA MERAH TEBAL 1$2 BATA, 1 P! % 2 PS

70.0000 B Bata &e"a 51122 @ Rp. 550.00 = Rp.

18.)500 Kg emen !o"tlan# @ Rp. 1,'00.00 = Rp.

0.0'80 &' !a(%" !a(ang @ Rp. 157,500.00 = Rp.

0.'200 !eke"a @ Rp. 55,000.00 = Rp.

0.1000 ukang Batu @ Rp. 77,000.00 = Rp.


0.0150 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.


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1 M3 PASANG BATA MERAH TEBAL 1/2BATA, 1 PC : 2 PS ……………… RP.

28 1 M2 PASANG BATA MERAH TEBAL 1$2 BATA, 1 P! % 3 PS

70.0000 B Bata &e"a 51122 @ Rp. 550.00 = Rp.

14.'700 Kg emen !o"tlan# @ Rp. 1,'00.00 = Rp.

0.0400 &' !a(%" !a(ang @ Rp. 157,500.00 = Rp.

0.'200 !eke"a @ Rp. 55,000.00 = Rp.

0.1000 ukang Batu @ Rp. 77,000.00 = Rp.0.0100 Kepala ukang @ Rp. 110,000.00 = Rp.

0.0150 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.


2" 1 M2 PASANG BATA MERAH TEBAL 1$2 BATA, 1 P! % 5 PS

70.0000 B Bata &e"a 51122 @ Rp. 550.00 = Rp.

).*800 Kg emen !o"tlan# @ Rp. 1,'00.00 = Rp.

0.0450 &' !a(%" !a(ang @ Rp. 157,000.00 = Rp.

0.'200 !eke"a @ Rp. 55,000.00 = Rp.

0.1000 ukang Batu @ Rp. 77,000.00 = Rp.


0.0150 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.


3# 1 M2 PASANG DINDING ROSTER$TERAWANG, (2#)2#)11*

25.0000 B Ro(te"/e"a$ang @ Rp. 5,500.00 = Rp.

12.8000 Kg emen !o"tlan# @ Rp. 1,200.00 = Rp.

0.0'50 &' !a(%" !a(ang @ Rp. 157,500.00 = Rp.

0.'200 !eke"a @ Rp. 55,000.00 = Rp.

0.1000 ukang Batu @ Rp. 77,000.00 = Rp.


0.0150 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

31 1 M2 PASANGAN DINDING !ONBLO!K (!B. 2#*

12.5000 B 6onc"ete Block 6B. 20 @ Rp. 5,500.00 = Rp.


0.0040 &' !a(%" Beton @ Rp. 2)0,000.00 = Rp.

0.0420 &' !a(%" !a(angan @ Rp. 157,500.00 = Rp.

'.8700 Kg Be(% Beton !olo( @ Rp. 18,000.00 = Rp.

0.00*0 Kg !aku B%a(a 2 - 5 @ Rp. 17,000.00 = Rp.

0.0010 &' Kayu e"entang @ Rp. ',*80,000.00 = Rp.

0.0'00 Kg Ka$at Beton @ Rp. 17,000.00 = Rp.

0.0050 Kg Ko"al Beton @ Rp. '50,000.00 = Rp.

0.'700 !eke"a @ Rp. 55,000.00 = Rp.

0.1570 ukang Batu @ Rp. 77,000.00 = Rp.

0.0070 ukang Be(% @ Rp. 88,000.00 = Rp.


0.0185 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

32 1 M2 PASANGAN DINDING !ONBLO!K (!B. 15*


10.4*00 Kg emen !o"tlan# @ Rp. 1,'00.00 = Rp.

0.00'0 &' !a(%" Beton @ Rp. 2)0,000.00 = Rp.

0.0'20 &' !a(%" !a(angan @ Rp. 157,500.00 = Rp.


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0.8700 Kg Be(% Beton !olo( @ Rp. 18,000.00 = Rp.

0.0040 Kg !aku B%a(a 2 - 5 @ Rp. 17,'00.00 = Rp.

0.0010 Kg Kayu e"entang @ Rp. ',*80,000.00 = Rp.

0.0200 Kg Ka$at Beton @ Rp. 17,000.00 = Rp.

0.0040 Kg Ko"al Beton @ Rp. '50,000.00 = Rp.

0.'400 !eke"a @ Rp. 55,000.00 = Rp.

0.1'00 ukang Batu @ Rp. 77,000.00 = Rp.

0.0070 ukang Be(% @ Rp. 77,000.00 = Rp.0.01'7 Kepala ukang @ Rp. 110,000.00 = Rp.

0.0170 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

33 1 M2 PASANGAN DINDING !ONBLO!K (!B. 1#*



0.0020 &' !a(%" Beton @ Rp. 2)0,000.00 = Rp.

0.0210 &' !a(%" !a(angan @ Rp. 157,500.00 = Rp.


0.00'0 Kg !aku B%a(a 2 - 5 @ Rp. 17,000.00 = Rp.

0.0010 Kg Kayu e"entang @ Rp. ',*80,000.00 = Rp.


0.00'0 Kg Ko"al Beton @ Rp. '50,000.00 = Rp.

0.'400 !eke"a @ Rp. 55,000.00 = Rp.

0.1070 ukang Batu @ Rp. 77,000.00 = Rp.

0.0070 ukang Be(% @ Rp. 77,000.00 = Rp.


0.0170 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

'. ANALISA BIAYA KONSTRUKSI PEKERJAAN PLESTERAN

34 1 M2 PLESTERAN 1 P! % 2 PS, TEBAL 15 MM


0.0170 &' !a(%" !a(ang @ Rp. 157,500.00 = Rp.

0.2000 !eke"a @ Rp. 55,000.00 = Rp.

0.1500 ukang Batu @ Rp. 77,000.00 = Rp.


0.0100 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.


*.4800 Kg emen !o"tlan# @ Rp. 1,'00.00 = Rp.

0.01)0 &' !a(%" !a(ang @ Rp. 157,500.00 = Rp.

0.2000 !eke"a @ Rp. 55,000.00 = Rp.

0.1500 ukang Batu @ Rp. 77,000.00 = Rp.


0.0100 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.



0.0220 &' !a(%" !a(ang @ Rp. 157,500.00 = Rp.

0.2000 !eke"a @ Rp. 55,000.00 = Rp.

0.1500 ukang Batu @ Rp. 77,000.00 = Rp.


0.0100 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

3 1 M2 PLESTERAN 1 P! % 2 PS, TEBAL 2# MM


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0.02'0 &' !a(%" !a(ang @ Rp. 157,500.00 = Rp.

0.2500 !eke"a @ Rp. 55,000.00 = Rp.

0.2000 ukang Batu @ Rp. 77,000.00 = Rp.


0.0125 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

38 1 M2 PLESTERAN 1 P! % 3 PS, TEBAL 2# MM 10.8000 Kg emen !o"tlan# @ Rp. 1,'00.00 = Rp.

0.02*0 &' !a(%" !a(ang @ Rp. 157,500.00 = Rp.

0.2500 !eke"a @ Rp. 55,000.00 = Rp.

0.2000 ukang Batu @ Rp. 77,000.00 = Rp.


0.0125 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

3" 1 M2 PLESTERAN 1 P! % 5 PS, TEBAL 2# MM

7.2)00 Kg emen !o"tlan# @ Rp. 1,'00.00 = Rp.

0.0280 &' !a(%" !a(ang @ Rp. 157,500.00 = Rp.

0.2500 !eke"a @ Rp. 55,000.00 = Rp.

0.2000 ukang Batu @ Rp. 77,000.00 = Rp.


0.0125 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

4# 1 M2 PLESTERAN BETON 1 P! % 2 PS, TEBAL 15 MM

).'000 Kg emen !o"tlan# @ Rp. 1,'00.00 = Rp.

0.0180 &' !a(%" !a(ang @ Rp. 157,500.00 = Rp.

0.2*00 !eke"a @ Rp. 55,000.00 = Rp.

0.2000 ukang Batu @ Rp. 77,000.00 = Rp.

0.0200 Kepala ukang @ Rp. 110,000.00 = Rp.0.01'0 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

41 1 M2 PLESTERAN SKONING 1 P! % 2 PS


0.0020 &' !a(%" !a(ang @ Rp. 157,500.00 = Rp.

0.0570 !eke"a @ Rp. 55,000.00 = Rp.

0.0'80 ukang Batu @ Rp. 77,000.00 = Rp.

0.0'80 Kepala ukang @ Rp. 110,000.00 = Rp.

0.0020 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

42 1 M2 PLESTERAN SIAR ADUKAN 1 P! % 2 PS


0.01*0 &' !a(%" !a(ang @ Rp. 157,500.00 = Rp.

0.1500 !eke"a @ Rp. 55,000.00 = Rp.

0.0700 ukang Batu @ Rp. 77,000.00 = Rp.


0.0080 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

43 1 M2 PLESTERAN WATER+ROO+ BATA!OTE 3 LAPIS


2.)000 Kg Batacote @ Rp. 2,500.00 = Rp.0.00*0 &' !a(%" !a(ang @ Rp. 157,500.00 = Rp.

0.'000 !eke"a @ Rp. 55,000.00 = Rp.

0.2000 ukang Batu @ Rp. 77,000.00 = Rp.


8/219


0.0150 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

'I. ANALISA BIAYA KONSTRUKSI PEKERJAAN KAYU

44 1 M3 PASANG KUSEN PINTU DAN JENDELA KAYU KLS. I

1.1000 &' Kayu Kl(. 9 (eta"a Bayam , Balok @ Rp. 10,450,000.00 = Rp.

*.0000 !eke"a @ Rp. 55,000.00 = Rp.20.0000 ukang Kayu @ Rp. 77,000.00 = Rp.


0.'000 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

45 1 M3 PASANG KUSEN PINTU DAN JENDELA KAYU KLS. II

1.1000 &' Kayu Kl(. 99 Balok @ Rp. ',*80,000.00 = Rp.

*.0000 !eke"a @ Rp. 55,000.00 = Rp.

18.0000 ukang Kayu @ Rp. 77,000.00 = Rp.


0.'000 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

46 1 M2 PASANG PINTU PANIL KAYU KLS.I

0.0400 &' Kayu Kl(. 9 (eta"a Bayam , papan@ Rp. 1',000,000.00 = Rp.

1.0000 !eke"a @ Rp. 55,000.00 = Rp.

2.5000 ukang Kayu @ Rp. 77,000.00 = Rp.


0.0500 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

4 1 M2 PASANG PINTU PANIL KAYU KLS.II

0.0100 &' Kayu Kl(. 99 , papan @ Rp. 4,000,000.00 = Rp.

1.0000 !eke"a @ Rp. 55,000.00 = Rp.1.7500 ukang Kayu @ Rp. 77,000.00 = Rp.


0.0500 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

48 1 M2 PASANG PINTU DAN JENDELA KA!A KAYU KLS. I

0.0100 &' Kayu Kl( 9, !apan @ Rp. 1',000,000.00 = Rp.

1.1000 &2 Kaca Ben%ng 5 mm @ Rp. 75,000.00 = Rp.

0.0800 !eke"a @ Rp. 55,000.00 = Rp.

1.7500 ukang Kayu @ Rp. 77,000.00 = Rp.


0.0400 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

4" 1 M3 PASANG PINTU DAN JENDELA KA!A KAYU KLS. II

0.0100 &' Kayu Kl( 99, !apan @ Rp. 4,000,000.00 = Rp.

1.0000 !eke"a @ Rp. 55,000.00 = Rp.

1.7500 ukang Kayu @ Rp. 77,000.00 = Rp.


0.0500 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

5# 1 M2 PASANG PINTU DAN JENDELA JALUSI KAYU KLS I

0.0*40 &' Kayu Kl( 9, !apan @ Rp. 1',000,000.00 = Rp.1.0000 !eke"a @ Rp. 55,000.00 = Rp.

'.0000 ukang Kayu @ Rp. 77,000.00 = Rp.



9/219

0.'000 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

51 1 M2 PASANG PINTU DAN JENDELA JALUSI KAYU KLS II

0.0*40 &' Kayu Kl( 99, !apan @ Rp. 4,000,000.00 = Rp.

1.0000 !eke"a @ Rp. 55,000.00 = Rp.

'.0000 ukang Kayu @ Rp. 77,000.00 = Rp.


0.5000 &an#o" @ Rp. 110,000.00 = Rp.Jumlah Rp.

52 1 M2 PASANG PINTU PLYWOOD RANGKAP, RANGKA KAYU KLS I

0.01)* &' Kayu Kl( 9, !apan @ Rp. 1',000,000.00 = Rp.

0.0'00 Kg !aku +%a(a 1/2 - 1 @ Rp. 18,000.00 = Rp.

0.'000 t em kayu @ Rp. 25,000.00 = Rp.

1.0000 +" eak$oo# 4 mm @ Rp. )0,000.00 = Rp.

0.*000 !eke"a @ Rp. 55,000.00 = Rp.

2.0000 ukang Kayu @ Rp. 77,000.00 = Rp.


0.0'00 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

53 1M2 PASANG PINTU PLYWOOD RANGKAP, RANGKA KAYU KLS II

0.01)* &' Kayu kl( 99, !apan @ Rp. 4,000,000.00 = Rp.

0.0'00 Kg !aku +%a(a 1/2 - 1 @ Rp. 18,000.00 = Rp.

0.'000 t em kayu @ Rp. 25,000.00 = Rp.

1.0000 +" eak$oo# 4 mm @ Rp. )0,000.00 = Rp.

0.*000 !eke"a @ Rp. 55,000.00 = Rp.

2.0000 ukang Kayu @ Rp. 77,000.00 = Rp.


0.0'00 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.54 1 M2 PASANG JALUSI MATI KUSEN KAYU KLS I

0.0*00 &' Kayu kl( 9, !apan @ Rp. 1',000,000.00 = Rp.

0.1500 Kg !aku +%a(a 1/2 - 1 @ Rp. 18,000.00 = Rp.

0.5000 !eke"a @ Rp. 55,000.00 = Rp.

2.0000 ukang Kayu @ Rp. 77,000.00 = Rp.


0.0250 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

55 1 M2 PASANG JALUSI MATI KUSEN KAYU KLS II

0.0*00 &' Kayu kl( 99, !apan @ Rp. ',)50,000.00 = Rp.

0.1500 Kg !aku +%a(a 1/2 - 1 @ Rp. 18,000.00 = Rp.

0.5000 !eke"a @ Rp. 55,000.00 = Rp.

2.0000 ukang Kayu @ Rp. 77,000.00 = Rp.


0.0250 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

56 1 M3 PASANG KONSTRUKSI KUDA KUDA KAYU KLS. I

1.1000 &' Kayu Kl( 9, Balok @ Rp. 10,450,000.00 = Rp.

15.0000 Kg Be(% t"%p @ Rp. 22,000.00 = Rp.

0.8000 Kg !aku B%a(a 2 - 5 @ Rp. 17,000.00 = Rp.



0.2000 &an#o" @ Rp. 110,000.00 = Rp.


10/219

Jumlah Rp.

5 1 M3 PASANG KONSTRUKSI KUDA KUDA KAYU KLS. II

1.1000 &' Kayu Kl( 99, Balok @ Rp. ',*80,000.00 = Rp.

15.0000 Kg Be(% t"%p @ Rp. 22,000.00 = Rp.

0.8000 Kg !aku B%a(a 2 - 5 @ Rp. 17,000.00 = Rp.

4.0000 !eke"a @ Rp. 55,000.00 = Rp.

12.0000 ukang Kayu @ Rp. 77,000.00 = Rp.

1.2000 Kepala ukang @ Rp. 110,000.00 = Rp.0.2000 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

5 1 M3 PASANG KONSTRUKSI KUDA KUDA KAYU KAYU LAMA


15.0000 Kg Be(% t"%p @ Rp. 20,000.00 = Rp.

0.8000 Kg !aku B%a(a 2 - 5 @ Rp. 17,000.00 = Rp.

4.0000 !eke"a @ Rp. 55,000.00 = Rp.

12.0000 ukang Kayu @ Rp. 77,000.00 = Rp.


0.2000 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

1 M3 PASANG KONSTRUKS KU!A " KU!A KA#U KA#U LAMA Rp.

58 1 M2 PASANG KASO - RENG GENTENG KODOK KAYU KLS I

0.0120 &' Kayu Kl( 9, Balok @ Rp. 10,450,000.00 = Rp.

0.1500 Kg !aku B%a(a 2 - 5 @ Rp. 17,000.00 = Rp.

0.1000 !eke"a @ Rp. 55,000.00 = Rp.

0.1000 ukang Kayu @ Rp. 77,000.00 = Rp.


0.0050 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.5" 1 M2 PASANG KASO - RENG GENTENG KODOK KAYU KLS II


0.1500 Kg !aku B%a(a 2 - 5 @ Rp. 17,000.00 = Rp.

0.1000 !eke"a @ Rp. 55,000.00 = Rp.

0.1000 ukang Kayu @ Rp. 77,000.00 = Rp.


0.0050 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

6# 1 M2 PASANG KASO - RENG GENTENG BETON KAYU KLS II


0.1500 Kg !aku B%a(a 2 - 5 @ Rp. 17,000.00 = Rp.

0.1000 !eke"a @ Rp. 55,000.00 = Rp.

0.1000 ukang Kayu @ Rp. 77,000.00 = Rp.


0.0050 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

61 1 M2 PASANG RANGKA LANGIT LANGIT$PLA+ON (1)1*M, KAYU KLS II


0.1000 Kg !aku B%a(a 2 - 5 @ Rp. 17,000.00 = Rp.

0.1500 !eke"a @ Rp. 55,000.00 = Rp.

0.2500 ukang Kayu @ Rp. 77,000.00 = Rp.0.0250 Kepala ukang @ Rp. 110,000.00 = Rp.

0.0750 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.


11/219

1 M3 PASANG RANGKA LANGT" LANGT $1%1&M, KA#U KLS R'(

61 1 M2 PASANG RANGKA LANGIT LANGIT (1)1*M, KAYU LAMA


0.1000 Kg !aku B%a(a 2 - 5 @ Rp. 17,000.00 = Rp.

0.1500 !eke"a @ Rp. 55,000.00 = Rp.

0.2500 ukang Kayu @ Rp. 77,000.00 = Rp.


Jumlah Rp.

1 M2 PASANG RANGKA LANGT" LANGT $1%1&M, KA#U LAMA R'(

1 M3 PASANG RANGKA LANGT" LANGT $1%1&M, KA#U LAMA R'(

62 1 M PASANG LISTPLANK UKURAN 2)2# !M, KAYU KLS I PAPAN

0.0040 &' Kayu Kl(. 9, !apan @ Rp. 1',000,000.00 = Rp.

0.0500 Kg !aku B%a(a 2 - 5 @ Rp. 17,000.00 = Rp.

0.1000 !eke"a @ Rp. 55,000.00 = Rp.

0.2000 ukang Kayu @ Rp. 77,000.00 = Rp.


0.0050 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

1 M2 PASANG LSTPLANK UKURAN 2%2) CM, KA#U KLS PAPAN RP(


1.1000 &1 e( 6al(%+o"# @ Rp. 80,000.00 = Rp.

0.0500 Kg !aku B%a(a 2 - 5 @ Rp. 17,000.00 = Rp.

0.1000 !eke"a @ Rp. 55,000.00 = Rp.

0.2000 ukang Kayu @ Rp. 77,000.00 = Rp.


Jumlah Rp.


62 1 M PASANG LISTPLANK UKURAN 2)2# !M, KAYU KLS II PAPAN

0.0040 &' Kayu Kl(. 9, !apan @ Rp. 1',000,000.00 = Rp.

0.0500 Kg !aku B%a(a 2 - 5 @ Rp. 17,000.00 = Rp.

0.1000 !eke"a @ Rp. 55,000.00 = Rp.

0.2000 ukang Kayu @ Rp. 77,000.00 = Rp.


0.0050 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.



0.0072 &' Kayu Kl(. 9, !apan @ Rp. 1',000,000.00 = Rp.

0.0500 Kg !aku B%a(a 2 - 5 @ Rp. 17,000.00 = Rp.

0.1000 !eke"a @ Rp. 55,000.00 = Rp.

0.2000 ukang Kayu @ Rp. 77,000.00 = Rp.





12/219


0.0072 &' Kayu Kl( 99, !apan @ Rp. ',*'0,000.00 = Rp.

0.0500 Kg !aku B%a(a 2 - 5 @ Rp. 17,000.00 = Rp.

0.1000 !eke"a @ Rp. 55,000.00 = Rp.

0.2000 ukang Kayu @ Rp. 77,000.00 = Rp.


0.0050 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.1 M2 PASANG LSTPLANK UKURAN 3%2) CM, KA#U KLS PAPAN RP(


0.0110 &' Kayu Kl( 9, !apan @ Rp. 1',000,000.00 = Rp.

0.0500 Kg !aku B%a(a 2 - 5 @ Rp. 17,000.00 = Rp.

0.1100 !eke"a @ Rp. 55,000.00 = Rp.

0.2200 ukang Kayu @ Rp. 77,000.00 = Rp.


0.0050 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.



0.0110 &' Kayu Kl( 99, !apan @ Rp. ',*'0,000.00 = Rp.

0.0500 Kg !aku B%a(a 2 - 5 @ Rp. 17,000.00 = Rp.

0.1100 !eke"a @ Rp. 55,000.00 = Rp.

0.2200 ukang Kayu @ Rp. 77,000.00 = Rp.


0.0050 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

1 M2 PASANG LSTPLANK UKURAN 3%3) CM, KA#U KLS PAPAN RP(66 1 M PASANG LISTPLANK UKURAN 2(3)2#* !M, KAYU KLS I PAPAN

0.0145 &' Kayu Kl( 9, !apan @ Rp. 1',000,000.00 = Rp.

0.0*00 Kg !aku B%a(a 2 - 5 @ Rp. 17,000.00 = Rp.

0.1500 !eke"a @ Rp. 55,000.00 = Rp.

0.2500 ukang Kayu @ Rp. 77,000.00 = Rp.


0.0750 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

1 M2 PASANG LSTPLANK UKURAN 2$3%2)& CM, KA#U KLS PAPAN RP(

6 1 M PASANG LISTPLANK UKURAN 2(2)2#* !M, KAYU KLS I PAPAN

0.008* &' Kayu Kl( 9, !apan @ Rp. 1',000,000.00 = Rp.

0.0*00 Kg !aku B%a(a 2 - 5 @ Rp. 17,000.00 = Rp.

0.1000 !eke"a @ Rp. 55,000.00 = Rp.

0.1000 ukang Kayu @ Rp. 77,000.00 = Rp.


0.0500 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.


68 1 M PASANG LISTPLANK UKURAN 2(2)2#* !M, KAYU KLS II PAPAN 0.0088 &' Kayu Kl( 99, !apan @ Rp. ',*'0,000.00 = Rp.

0.0*00 Kg !aku B%a(a 2 - 5 @ Rp. 17,000.00 = Rp.

0.1000 !eke"a @ Rp. 55,000.00 = Rp.


13/219

0.1000 ukang Kayu @ Rp. 77,000.00 = Rp.


0.0500 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.


6 1M PASANG TOPI LISTPLANK UKURAN (2)1#* !M, KAYU KLS I PAPAN

0.0040 &' Kayu Kl( 9, !apan @ Rp. 1',000,000.00 = Rp.0.0400 Kg !aku B%a(a 2 - 5 @ Rp. 17,000.00 = Rp.

0.1000 !eke"a @ Rp. 55,000.00 = Rp.

0.1000 ukang Kayu @ Rp. 77,000.00 = Rp.


0.0500 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

6" 1M2 PASANG DINDIG PEMISAH TEAKWOOD RANGKAP, RANGKA KAYU KL

0.01)5 &' Kayu Kl( 9, Balok @ Rp. 10,500,000.00 = Rp.

0.0070 &' Kayu Kl( 9, !apan @ Rp. 1',000,000.00 = Rp.

0.1000 Kg !aku B%a(a 2 - 5 @ Rp. 17,000.00 = Rp.

0.1500 !eke"a @ Rp. 55,000.00 = Rp.

0.4500 ukang Kayu @ Rp. 77,000.00 = Rp.


0.0750 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

# 1 M2 PASANG DINDING PAPAN KAYU KLS II,

- &' Kayu Kl( 99, Balok @ Rp. ',*80,000.00 = Rp.

0.0070 &' Kayu Kl( 99, !apan @ Rp. ',)50,000.00 = Rp.

0.1000 Kg !aku B%a(a 2 - 5 @ Rp. 17,000.00 = Rp.



0.0750 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

1 1 M PASANG LIST PLA+OND KAYU PRO+IL

1.0500 &1 Kayu p"o:%l 4 cm @ Rp. 21,000.00 = Rp.

0.0210 !eke"a @ Rp. 55,000.00 = Rp.

0.0210 ukang Kayu @ Rp. 77,000.00 = Rp.


0.0010 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

'II. ANALISA BIAYA KONSTRUKSI PEKERJAAN BETON

2 1 M3 MEMBUAT BETON TUMBUK, 1 P! % 3 PS % 5 KRK


0.5200 &' !a(%" Beton @ Rp. 157,500.00 = Rp.

0.8700 &' Ko"al Beton @ Rp. '50,000.00 = Rp.

1.*500 !eke"a @ Rp. 55,000.00 = Rp.

0.2500 ukang Batu @ Rp. 77,000.00 = Rp.


0.0800 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.3 1 M3 MEMBUAT BETON TUMBUK, 1 P! % 4 PS % 6 KRK

17'.0000 Kg emen !o"tlan# @ Rp. 1,'00.00 = Rp.

0.5700 &' !a(%" Beton @ Rp. 157,500.00 = Rp.


14/219

0.8700 &' Ko"al Beton @ Rp. '50,000.00 = Rp.

1.*500 !eke"a @ Rp. 55,000.00 = Rp.

0.2500 ukang Batu @ Rp. 77,000.00 = Rp.


0.0800 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

4 1M2 MEMBUAT LANTAI KERJA BETON TUMBUK, 1 P! % 3 PS % 5 KRK, TEBA

10.0000 Kg emen !o"tlan# @ Rp. 1,'00.00 = Rp.0.02*0 &' !a(%" Beton @ Rp. 157,500.00 = Rp.

0.0440 &' Ko"al Beton @ Rp. '50,000.00 = Rp.

1.1500 !eke"a @ Rp. 55,000.00 = Rp.

0.0200 ukang Batu @ Rp. 77,000.00 = Rp.


0.00*0 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

5 1 M3 MEMBUAT BETON BERTULANG 1 P! % 2 PS % 3 KRK

2'2.0000 Kg emen !o"tlan# @ Rp. 1,'00.00 = Rp.

0.5200 &' !a(%" Beton @ Rp. 157,500.00 = Rp.

0.7800 &' Ko"al Beton @ Rp. '50,000.00 = Rp.

1.*500 !eke"a @ Rp. 55,000.00 = Rp.

0.2500 ukang Batu @ Rp. 77,000.00 = Rp.


0.0800 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

6 1 M3 MEMBUAT BETON BERTULANG 1 P! % 1,5 PS % 2,5 KRK

'8*.0000 Kg emen !o"tlan# @ Rp. 1,'00.00 = Rp.

0.4700 &' !a(%" Beton @ Rp. 157,500.00 = Rp.

0.7800 &' Ko"al Beton @ Rp. '50,000.00 = Rp.

1.*500 !eke"a @ Rp. 55,000.00 = Rp.0.2500 ukang Batu @ Rp. 77,000.00 = Rp.


0.0800 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

1 M3 MEMBUAT BETON BERTULANG 1 P! % 2 PS % 3 KRK

''*.0000 Kg emen !o"tlan# @ Rp. 1,'00.00 = Rp.

0.5400 &' !a(%" Beton @ Rp. 157,500.00 = Rp.

0.8100 &' Ko"al Beton @ Rp. '50,000.00 = Rp.

2.0000 !eke"a @ Rp. 55,000.00 = Rp.

0.'500 ukang Batu @ Rp. 77,000.00 = Rp.


1.0000 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

8 1 M2 PASANG BEKISTING UNTUK PONDASI

0.0400 &' Kayu te"entang @ Rp. ',*'0,000.00 = Rp.

0.'000 Kg !aku +%a(a 2 - 5 @ Rp. 17,000.00 = Rp.

0.1000 t &%nyak +ek%(t%ng @ Rp. 1,500.00 = Rp.

0.'000 !eke"a @ Rp. 55,000.00 = Rp.

0.2*00 ukang kayu @ Rp. 77,000.00 = Rp.



" 1 M2 PASANG BEKISTING UNTUK SLOO+

0.0450 &' Kayu te"entang @ Rp. 2,*00,000.00 = Rp.


15/219

0.'000 Kg !aku +%a(a 2 - 5 @ Rp. 18,000.00 = Rp.

0.1000 t &%nyak +ek%(t%ng @ Rp. 1,500.00 = Rp.

0.'000 !eke"a @ Rp. 55,000.00 = Rp.

0.2*00 ukang kayu @ Rp. 77,000.00 = Rp.


0.0050 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

8# 1 M2 PASANG BEKISTING UNTUK KOLOM 0.0400 &' Kayu te"entang @ Rp. ',*80,000.00 = Rp.

0.4000 Kg !aku +%a(a 2 - 5 @ Rp. 18,000.00 = Rp.

0.2000 t &%nyak +ek%(t%ng @ Rp. 1,500.00 = Rp.

0.0150 &' Balok kayu Bo"neo @ Rp. ',*80,000.00 = Rp.

0.'500 +" !ly$oo# te+al ) mm @ Rp. 105,800.00 = Rp.

2.0000 Btg Dolken kayu galam 8 - 10/4 m @ Rp. *5,000.00 = Rp.

0.'000 !eke"a @ Rp. 55,000.00 = Rp.

0.''00 ukang kayu @ Rp. 77,000.00 = Rp.

0.0''0 Kepala ukang @ Rp. 110,000.00 = Rp.

0.00*0 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

81 1 M2 PASANG BEKISTING UNTUK BALOK


0.4000 Kg !aku +%a(a 2 - 5 @ Rp. 18,000.00 = Rp.

0.2000 t &%nyak +ek%(t%ng @ Rp. 1,500.00 = Rp.


0.'500 +" !ly$oo# te+al ) mm @ Rp. 105,800.00 = Rp.


0.'200 !eke"a @ Rp. 55,000.00 = Rp.

0.''00 ukang kayu @ Rp. 77,000.00 = Rp.

0.0''0 Kepala ukang @ Rp. 110,000.00 = Rp.0.00*0 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

82 1 M2 PASANG BEKISTING UNTUK LANTAI


0.4000 Kg !aku +%a(a 2 - 5 @ Rp. 18,000.00 = Rp.

0.2000 t &%nyak +ek%(t%ng @ Rp. 1,500.00 = Rp.


0.'500 +" !ly$oo# te+al ) mm @ Rp. 110,000.00 = Rp.

*.0000 Btg Dolken kayu galam 8 - 10/4 m @ Rp. *5,000.00 = Rp.

0.'200 !eke"a @ Rp. 55,000.00 = Rp.

0.''00 ukang kayu @ Rp. 77,000.00 = Rp.


0.00*0 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

83 1 M2 PASANG BEKISTING UNTUK DINDING

0.0'00 &' Kayu te"entang @ Rp. ',*80,000.00 = Rp.

0.4000 Kg !aku +%a(a 2 - 5 @ Rp. 18,000.00 = Rp.

0.2000 t &%nyak +ek%(t%ng @ Rp. 1,500.00 = Rp.


0.'500 +" !ly$oo# te+al ) mm @ Rp. 110,000.00 = Rp.

'.0000 Btg Dolken kayu galam 8 - 10/4 m @ Rp. *5,000.00 = Rp.4.0000 B ;omt%e/penaga a"ak +ek%(t%ng @ Rp. 1,500.00 = Rp.

0.'200 !eke"a @ Rp. 55,000.00 = Rp.

0.''00 ukang kayu @ Rp. 77,000.00 = Rp.


16/219


0.00*0 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

84 1 M2 PASANG BEKISTING UNTUK TANGGA

0.0'00 &' Kayu te"entang @ Rp. ',*80,000.00 = Rp.

0.4000 Kg !aku +%a(a 2 - 5 @ Rp. 18,000.00 = Rp.

0.1500 t &%nyak +ek%(t%ng @ Rp. 1,500.00 = Rp.

0.0150 &' Balok kayu Bo"neo @ Rp. ',*80,000.00 = Rp.0.'500 +" !ly$oo# te+al ) mm @ Rp. 110,000.00 = Rp.


0.'200 !eke"a @ Rp. 55,000.00 = Rp.

0.''00 ukang kayu @ Rp. 77,000.00 = Rp.


0.00*0 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

85 1 M3 MEMBUAT BETON DENGAN MUTU K 225

'88.0000 Kg emen po"tlan# @ Rp. 1,'00.00 = Rp.

0.*500 &' !a(%" +eton @ Rp. 2)0,000.00 = Rp.

0.*500 &' Ko"al +eton @ Rp. '50,000.00 = Rp.

*.0000 !eke"a @ Rp. 55,000.00 = Rp.

1.0000 ukang +atu @ Rp. 77,000.00 = Rp.


0.'000 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

86 1 M3 MEMBUAT PONDASI BETON BERTULANG (15# KG BESI - BEKISTING*


1.5000 Kg !aku B%a(a 2 - 5 @ Rp. 18,000.00 = Rp.

0.4000 t" &%nyak Bek%(t%ng @ Rp. 1,'00.00 = Rp.

150.0000 Kg Be(% Beton !olo( @ Rp. 18,000.00 = Rp.2.2500 Kg Ka$at Beton @ Rp. 18,000.00 = Rp.

'2'.0000 Kg emen !o"tlan# @ Rp. 1,'00.00 = Rp.

0.5200 &' !a(%" Beton @ Rp. 157,500.00 = Rp.

0.7800 &' Ko"al Beton @ Rp. '50,000.00 = Rp.

'.)000 !eke"a @ Rp. 55,000.00 = Rp.

0.'500 ukang +atu @ Rp. 77,000.00 = Rp.

1.0400 ukang Kayu @ Rp. 77,000.00 = Rp.

1.0500 ukang Be(% @ Rp. 77,000.00 = Rp.


0.1*50 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

8 1M3 MEMBUAT SLOO+ BETON BERTULANG (2## KG BESI - BEKISTING*


0.2000 Kg !aku B%a(a 2 - 5 @ Rp. 18,000.00 = Rp.

0.*000 t" &%nyak Bek%(t%ng @ Rp. 1,'00.00 = Rp.


'.0000 Kg Ka$at Beton @ Rp. 18,000.00 = Rp.


0.5200 &' !a(%" Beton @ Rp. 157,500.00 = Rp.

0.7800 &' Ko"al Beton @ Rp. '50,000.00 = Rp.

4.8500 !eke"a @ Rp. 55,000.00 = Rp.0.'500 ukang +atu @ Rp. 77,000.00 = Rp.

1.5*00 ukang Kayu @ Rp. 77,000.00 = Rp.

1.4000 ukang Be(% @ Rp. 77,000.00 = Rp.


17/219

0.''10 Kepala ukang @ Rp. 110,000.00 = Rp.

0.1700 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

88 1M3 MEMBUAT KOLOM BETON BERTULANG (15# KG BESI - BEKISTING*


4.0000 Kg !aku B%a(a 2 - 5 @ Rp. 18,000.00 = Rp.

2.0000 t" &%nyak Bek%(t%ng @ Rp. 1,'00.00 = Rp.

150.0000 Kg Be(% Beton !olo( @ Rp. 18,000.00 = Rp.4.5000 Kg Ka$at Beton @ Rp. 18,000.00 = Rp.


0.5200 &' !a(%" Beton @ Rp. 157,500.00 = Rp.

0.7800 &' Ko"al Beton @ Rp. '50,000.00 = Rp.

0.1500 &' Kayu Kela( 999 +alok @ Rp. ',*'0,000.00 = Rp.

'.5000 +" !ly$oo# te+al ) mm @ Rp. 110,000.00 = Rp.

17.0000 Btg Dolken Kayu galam #m-8-cm/4m @ Rp. *5,000.00 = Rp.

7.'000 !eke"a @ Rp. 55,000.00 = Rp.

0.'500 ukang +atu @ Rp. 77,000.00 = Rp.

'.'000 ukang Kayu @ Rp. 77,000.00 = Rp.

2.1000 ukang Be(% @ Rp. 77,000.00 = Rp.


0.2500 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

8" 1M3 MEMBUAT BALOK BETON BERTULANG (2## KG BESI - BEKISTING*

0.'200 &' Kayu e"entang @ Rp. ',*80,000.00 = Rp.

'.2000 Kg !aku B%a(a 2 - 5 @ Rp. 18,000.00 = Rp.




'2'.0000 Kg emen !o"tlan# @ Rp. 1,'00.00 = Rp.0.5200 &' !a(%" Beton @ Rp. 157,500.00 = Rp.

0.7800 &' Ko"al Beton @ Rp. '50,000.00 = Rp.

0.1400 &' Kayu Kl(. 99 +alok @ Rp. ',*80,000.00 = Rp.

2.8000 +" !ly$oo# te+al ) mm @ Rp. 110,000.00 = Rp.


5.)*00 !eke"a @ Rp. 55,000.00 = Rp.

0.'500 ukang +atu @ Rp. 77,000.00 = Rp.

2.8000 ukang Kayu @ Rp. 77,000.00 = Rp.

1.4000 ukang Be(% @ Rp. 77,000.00 = Rp.


0.2080 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

"# 1 M3 MEMBUAT BALOK DAN LANTAI BETON BERTULANG (15# KG BESI - B

0.'200 &' Kayu e"entang @ Rp. ',*80,000.00 = Rp.

'.2000 Kg !aku B%a(a 2 - 5 @ Rp. 18,000.00 = Rp.




'2'.0000 Kg emen !o"tlan# @ Rp. 1,200.00 = Rp.

0.5200 &' !a(%" Beton @ Rp. 2)0,000.00 = Rp.

0.7800 &' Ko"al Beton @ Rp. '50,000.00 = Rp.0.1200 &' Kayu Bo"neo +alok @ Rp. ',*80,000.00 = Rp.

2.8000 +" !ly$oo# te+al ) mm @ Rp. 110,000.00 = Rp.



18/219

5.8000 !eke"a @ Rp. 55,000.00 = Rp.

0.'500 ukang +atu @ Rp. 77,000.00 = Rp.

2.8000 ukang Kayu @ Rp. 77,000.00 = Rp.

1.0500 ukang Be(% @ Rp. 77,000.00 = Rp.


0.1850 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

"1 1M3 MEMBUAT BALOK GANTUNG BETON BERTULANG (15# KG BESI - BE 0.4000 &' Kayu e"entang @ Rp. ',*80,000.00 = Rp.

'.2000 Kg !aku B%a(a 2 - 5 @ Rp. 18,000.00 = Rp.





0.5200 &' !a(%" Beton @ Rp. 2)0,000.00 = Rp.

0.7800 &' Ko"al Beton @ Rp. '50,000.00 = Rp.

0.1700 &' Kayu Bo"neo +alok @ Rp. ',*80,000.00 = Rp.

2.0000 +" !ly$oo# te+al ) mm @ Rp. 110,000.00 = Rp.


5.*000 !eke"a @ Rp. 55,000.00 = Rp.

0.'500 ukang +atu @ Rp. 77,000.00 = Rp.

2.*400 ukang Kayu @ Rp. 77,000.00 = Rp.

1.0500 ukang Be(% @ Rp. 77,000.00 = Rp.


0.1)'0 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

"2 1 M3 MEMBUAT TANGGA BETON BERTULANG (15# KG BESI - BEKISTING*


'.0000 Kg !aku B%a(a 2 - 5 @ Rp. 18,000.00 = Rp.1.2000 t" &%nyak Bek%(t%ng @ Rp. 1,'00.00 = Rp.




0.5200 &' !a(%" Beton @ Rp. 2)0,000.00 = Rp.

0.7800 &' Ko"al Beton @ Rp. '50,000.00 = Rp.

0.1200 &' Kayu Bo"neo +alok @ Rp. ',*80,000.00 = Rp.

2.5000 +" !ly$oo# te+al ) mm @ Rp. 110,000.00 = Rp.


5.*000 !eke"a @ Rp. 55,000.00 = Rp.

0.'500 ukang +atu @ Rp. 77,000.00 = Rp.

2.'000 ukang Kayu @ Rp. 77,000.00 = Rp.

1.4000 ukang Be(% @ Rp. 77,000.00 = Rp.


0.2020 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

"3 1 M MEMBUAT KOLOM PENGUAT BETON BERTULANG (11 ) 11*!M


0.0100 Kg !aku B%a(a 2 - 5 @ Rp. 18,000.00 = Rp.

'.0000 Kg Be(% Beton !olo( @ Rp. 18,000.00 = Rp.

0.4500 Kg Ka$at Beton @ Rp. 18,000.00 = Rp.4.0000 Kg emen !o"tlan# @ Rp. 1,'00.00 = Rp.

0.00*0 &' !a(%" Beton @ Rp. 2)0,000.00 = Rp.

0.00)0 &' Ko"al Beton @ Rp. '50,000.00 = Rp.


19/219

0.0*00 !eke"a @ Rp. 55,000.00 = Rp.

0.0200 ukang +atu @ Rp. 77,000.00 = Rp.

0.0200 ukang Kayu @ Rp. 77,000.00 = Rp.

0.0200 ukang Be(% @ Rp. 77,000.00 = Rp.


0.00'0 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

"4 1 M MEMBUAT RING BALOK BETON BERTULANG (1# ) 15*!M 0.00'0 &' Kayu Kl(. 999 @ Rp. ',000,000.00 = Rp.

0.0200 Kg !aku B%a(a 2 - 5 @ Rp. 18,000.00 = Rp.

'.*000 Kg Be(% Beton !olo( @ Rp. 18,000.00 = Rp.



0.00)0 &' !a(%" Beton @ Rp. 2)0,000.00 = Rp.

0.0150 &' Ko"al Beton @ Rp. '50,000.00 = Rp.

0.1000 !eke"a @ Rp. 55,000.00 = Rp.

0.0''0 ukang +atu @ Rp. 77,000.00 = Rp.

0.0''0 ukang Kayu @ Rp. 77,000.00 = Rp.

0.0''0 ukang Be(% @ Rp. 77,000.00 = Rp.


0.0050 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

'III. ANALISA BIAYA KONSTRUKSI PEKERJAAN PENUTUP ATAP

"5 1 M MEMASANG BUBUNGAN ATAP

0.*)00 &2 3ok


20/219

0.0020 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

"" 1 M2 PASANG ATAP GENTENG BETON

11.0000 B enteng +eton @ Rp. '7,000.00 = Rp.

0.0'00 Kg !aku +%a(a 2 - 5 @ Rp. 18,000.00 = Rp.

0.2000 !eke"a @ Rp. 55,000.00 = Rp.

0.1000 ukang kayu @ Rp. 77,000.00 = Rp.

0.0100 Kepala tukang @ Rp. 110,000.00 = Rp.0.0100 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

1## 1 M2 PASANG ATAP GENTENG METAL ROO+

1.0200 +" enteng metal @ Rp. )5,200.00 = Rp.

0.2000 Kg !aku +%a(a 2 - 5 @ Rp. 18,000.00 = Rp.

0.2000 !eke"a @ Rp. 55,000.00 = Rp.

0.1000 ukang kayu @ Rp. 77,000.00 = Rp.

0.0100 Kepala tukang @ Rp. 110,000.00 = Rp.

0.0010 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

1#1 1 M2 PASANG NOK GENTENG BETON

'.5000 B 3ok genteng +eton @ Rp. 40,800.00 = Rp.

0.0500 Kg !aku +%a(a 2 - 5 @ Rp. 18,000.00 = Rp.

10.8000 Kg emen a+u - a+u @ Rp. 2,000.00 = Rp.

0.0'20 &' !a(%" pa(angan @ Rp. 157,500.00 = Rp.

1.0000 Kg emen $a"na @ Rp. 2,000.00 = Rp.

0.4000 !eke"a @ Rp. 55,000.00 = Rp.

0.2000 ukang kayu @ Rp. 77,000.00 = Rp.


0.0200 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.1#2 1 M2 PASANG NOK GENTENG METAL 0

1.1000 B enteng &etal Roo: @ Rp. )5,200.00 = Rp.

0.0500 Kg !aku +%a(a 1/2 - 1 @ Rp. 18,000.00 = Rp.

0.2500 !eke"a @ Rp. 55,000.00 = Rp.

0.1500 ukang kayu @ Rp. 77,000.00 = Rp.


0.01'0 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

1#3 1 M2 PASANG ATAP SENG GELOMBANG SENG BJLS #,35

0.7000 KK eng gelom+ang '*+l( 0.'5 @ Rp. 18,400.00 = Rp.

0.0200 Kg !aku +%a(a 1/2 - 1 @ Rp. 18,000.00 = Rp.

0.1200 !eke"a @ Rp. 55,000.00 = Rp.

0.0*00 ukang kayu @ Rp. 77,000.00 = Rp.

0.00*0 Kepala tukang @ Rp. 110,000.00 = Rp.

0.00*0 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

1#3 1 M2 PASANG ATAP SENG GELOMBANG BJLS #,3#

0.7000 KK eng gelom+ang '*+l( 0.'0 @ Rp. 1',400.00 = Rp.

0.0200 Kg !aku +%a(a 1/2 - 1 @ Rp. 18,000.00 = Rp.

0.1200 !eke"a @ Rp. 55,000.00 = Rp.

0.0*00 ukang kayu @ Rp. 77,000.00 = Rp.0.00*0 Kepala tukang @ Rp. 110,000.00 = Rp.

0.00*0 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.


21/219

1#3 1 M2 PASANG ATAP SENG GELOMBANG BJLS #,2#

*.0000 kk eng gelom+ang '*+l( 0.20 @ Rp. 1',400.00 = Rp.

0.0200 Kg !aku +%a(a 1/2 - 1 @ Rp. 18,000.00 = Rp.

0.1200 !eke"a @ Rp. 55,000.00 = Rp.

0.0*00 ukang kayu @ Rp. 77,000.00 = Rp.


0.00*0 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.1#4 1 M2 PASANG ATAP SPANDEK

1.0500 &2 pan#ek @ Rp. )0,000.00 = Rp.

*.0000 + !aku ek"up @ Rp. 450.00 = Rp.

0.1500 !eke"a @ Rp. 55,000.00 = Rp.

0.7500 ukang kayu @ Rp. 77,000.00 = Rp.


0.00*0 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

1#5 1 M1 PASANG ATAP NOK SPANDEK

1.2000 +" 3ok pan#ek @ Rp. 75,000.00 = Rp.

*.0000 Kg !aku pan#ek @ Rp. 1),000.00 = Rp.

0.0100 !eke"a @ Rp. 55,000.00 = Rp.

0.0700 ukang kayu @ Rp. 77,000.00 = Rp.


0.00*0 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

1#6 1 M2 PASANG ATAP SENG GELOMBANG LAMA

*.0000 kk eng gelom+ang '*+l( 0.20 @ Rp. 1',400.00 = Rp.

0.0200 Kg !aku +%a(a 1/2 - 1 @ Rp. 18,000.00 = Rp.

0.1200 !eke"a @ Rp. 18,000.00 = Rp.0.0*00 ukang kayu @ Rp. 55,000.00 = Rp.


0.00*0 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

1# 1 M2 PASANG ATAP NOK SENG

0.'000 KK eng plat '* +l( 0.'5 @ Rp. 18,400.00 = Rp.

0.0400 Kg !aku +%a(a 1/2 - 1 @ Rp. 18,000.00 = Rp.

0.1500 !eke"a @ Rp. 55,000.00 = Rp.

0.0700 ukang kayu @ Rp. 77,000.00 = Rp.


0.00*0 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

1#8 1 M2 PASANG ALUMINIUM +OIL$SISALATION

1.0500 &2 %(alat%on/ alu%n%um :o%l @ Rp. 5,000.00 = Rp.

0.1500 !eke"a @ Rp. 55,000.00 = Rp.

0.0500 ukang kayu @ Rp. 77,000.00 = Rp.


0.0080 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

I). ANALISA BIAYA KONSTRUKSI PEKERJAAN LANGIT LANGIT

1#" 1M2 LANGIT LANGIT ETERNIT (1,## ) 1,##* M, TEBAL 5 MM,

1.1000 +" !elat a(+e( te+al 5 mm @ Rp. 55,000.00 = Rp.

0.0100 Kg !aku B%a(a @ Rp. 18,000.00 = Rp.


22/219

0.0'00 !eke"a @ Rp. 55,000.00 = Rp.

0.0700 ukang Kayu @ Rp. 77,000.00 = Rp.


0.0015 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

11# 1 M2 LANGIT LANGIT ASBES (1,## ) 1,##* M, TEBAL 4 MM,

1.1000 +" !elat a(+e( te+al 4 mm @ Rp. 55,000.00 = Rp.

0.0100 Kg !aku B%a(a @ Rp. 18,000.00 = Rp.0.0'00 !eke"a @ Rp. 55,000.00 = Rp.

0.0700 ukang Kayu @ Rp. 77,000.00 = Rp.


0.0015 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

111 1M2 LANGIT LANGIT ASBES (1,## ) 1,##* M, TEBAL 3.5 MM,

1.1000 +" !elat a(+e( te+al '.5 mm @ Rp. 50,000.00 = Rp.

0.0100 Kg !aku B%a(a @ Rp. 18,000.00 = Rp.

0.0'00 !eke"a @ Rp. 55,000.00 = Rp.

0.0700 ukang Kayu @ Rp. 77,000.00 = Rp.


0.0015 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

112 1M2 LANGIT LANGIT AKUSTIK 6# ) 12# !M - RANGKA ALUMINIUM

'.*000 & !"o:%l


23/219

0.4000 ukang Kayu @ Rp. 77,000.00 = Rp.


0.01'5 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

116 1 M2 LANGIT LANGIT !ALSI BOARD TEBAL " MM

0.'*40 +" yp(um +oa"# 120240)mm @ Rp. )0,000.00 = Rp.

0.1100 Kg !aku (ek"up @ Rp. 45,000.00 = Rp.



0.0050 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

) ANALISA BIAYA KONSTRUKSI PEKERJAAN SANITASI

11 MEMASANG 1 BUAH KLOSET DUDUK$ MONOBBLOK

1.0000 B Klo(et Du#uk/ &ono+lok @ Rp. 2,100,000.00 = Rp.

0.0*00 !e"lengkapan @ Rp. 50,000.00 = Rp.

'.'000 !eke"a @ Rp. 55,000.00 = Rp.

1.1000 ukang +atu @ Rp. 77,000.00 = Rp.


0.1*00 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

118 MEMASANG 1 BUAH KLOSET JONGKOK PORSELEN$KERAMIK

1.0000 B Klo(et ongkok !o"(elen @ Rp. 250,000.00 = Rp.

*.0000 Kg emen !o"tlan# @ Rp. 1,200.00 = Rp.

0.0100 &' !a(%" !a(ang @ Rp. 157,500.00 = Rp.

1.0000 !eke"a @ Rp. 55,000.00 = Rp.

1.5000 ukang +atu @ Rp. 77,000.00 = Rp.

1.5000 Kepala ukang @ Rp. 110,000.00 = Rp.0.1*00 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

11" MEMASANG 1 BUAH URINOIR

1.0000 B "%no%" B%a(a @ Rp. 500,000.00 = Rp.

0.'000 - !e"lengkapan @ Rp. 50,000.00 = Rp.

*.0000 Kg emen !o"tlan# @ Rp. 1,'00.00 = Rp.

0.0100 &' !a(%" !a(ang @ Rp. 157,500.00 = Rp.

1.0000 !eke"a @ Rp. 55,000.00 = Rp.

1.0000 ukang +atu @ Rp. 77,000.00 = Rp.


0.1000 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

12# MEMASANG 1 BUAH WASTA+EL LENGKAP PLANT SET

1.0000 et >a(ta:el @ Rp. 1,500,000.00 = Rp.

0.1200 !e"lengkapan @ Rp. 10,000.00 = Rp.

*.0000 Kg emen


24/219

0.1800 !e"lengkapan @ Rp. 10,000.00 = Rp.

0.5000 !em+antu ukang @ Rp. 55,000.00 = Rp.

1.5000 ukang Batu @ Rp. 77,000.00 = Rp.


0.1100 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

122 MEMASANG 1 BUAH BAK MANDI BATU BATA, 'OLUME #.3# M3

0.4000 &' Batu Bata @ Rp. 550.00 = Rp.120.0000 Kg emen !o"tlan# @ Rp. 1,'00.00 = Rp.

0.'000 &' !a(%" !a(ang @ Rp. 157,500.00 = Rp.

1.8000 Do( !o"(elen 2025cm @ Rp. 42,000.00 = Rp.

*.0000 Kg emen nat @ Rp. 5,000.00 = Rp.

*.0000 !eke"a @ Rp. 55,000.00 = Rp.

'.0000 ukang Batu @ Rp. 77,000.00 = Rp.


0.'000 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

123 MEMASANG 1 M PIPA PENYALUR AIR LIMBAH JENIS PIPA TANAH, DIAMETER 15 !M

1.*000 B !%pa tana @ Rp. 27,000.00 = Rp.

0.*800 Kg emen !o"tlan# @ Rp. 1,200.00 = Rp.

0.01'0 &' !a(%" !a(ang @ Rp. 157,500.00 = Rp.

0.0110 &' !a(%" "ug @ Rp. 12',000.00 = Rp.

0.0*00 !eke"a @ Rp. 55,000.00 = Rp.

0.0'00 ukang Batu @ Rp. 77,000.00 = Rp.


0.0025 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

124 MEMASANG 1 M PIPA PENYALUR AIR LIMBAH JENIS PIPA TANAH, DIAMETER 2# !M

1.*000 B !%pa tana @ Rp. '0,000.00 = Rp.0.8700 Kg emen !o"tlan# @ Rp. 1,'00.00 = Rp.

0.0140 &' !a(%" !a(ang @ Rp. 157,500.00 = Rp.

0.0140 &' !a(%" "ug @ Rp. 12',000.00 = Rp.

0.0800 !eke"a @ Rp. 40,000.00 = Rp.

0.0400 ukang Batu @ Rp. 77,000.00 = Rp.


0.0070 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

125 MEMASANG 1 M PIPA BETON DIAMETER 3# 1## !M

1.1000 B !%pa tana @ Rp. 27,000.00 = Rp.

0.5500 &' Batu Bata @ Rp. 550.00 = Rp.


0.0*10 &' !a(%" !a(ang @ Rp. 157,500.00 = Rp.

0.0*)0 &' !a(%" "ug @ Rp. 12',000.00 = Rp.

0.'800 !eke"a @ Rp. 55,000.00 = Rp.

0.1)00 ukang Batu @ Rp. 77,000.00 = Rp.

0.01)0 Kepala ukang @ Rp. 110,000.00 = Rp.

0.01)0 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

126 MEMASANG 1 BUAH BAK KONTROL PASANGAN BATU BATA UKURAN (3# ) 3#* !M,

TINGGI 35 !M 0.1450 &' Batu Bata @ Rp. 550.00 = Rp.


0.0700 &' !a(%" !a(ang @ Rp. 157,500.00 = Rp.


25/219

0.0700 &' Batu Ke"%k%l @ Rp. 1*5,000.00 = Rp.

1.*000 Kg Be(% Beton @ Rp. 20,000.00 = Rp.

0.0*00 &' !a(%" Beton @ Rp. 2)0,000.00 = Rp.

'.2000 !eke"a @ Rp. 55,000.00 = Rp.

1.0150 ukang Batu @ Rp. 77,000.00 = Rp.


0.01*0 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.12 MEMASANG 1 BUAH BAK KONTROL PASANGAN BATU BATA UKURAN (45 ) 45* !M,

TINGGI 5# M

0.2500 &' Batu Bata @ Rp. 550.00 = Rp.


0.1'00 &' !a(%" !a(ang @ Rp. 157,500.00 = Rp.

0.0200 &' Batu Ke"%k%l @ Rp. 1*5,000.00 = Rp.

2.*000 Kg Be(% Beton @ Rp. 20,000.00 = Rp.

0.0)00 &' !a(%" Beton @ Rp. 2)0,000.00 = Rp.

1.4200 !eke"a @ Rp. 55,000.00 = Rp.

0.47'0 ukang Batu @ Rp. 77,000.00 = Rp.


0.0710 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

128 MEMASANG 1 BUAH BAK KONTROL PASANGAN BATU BATA UKURAN (6# ) 6#* !M,

TINGGI 66 !M

0.'710 &' Batu Bata @ Rp. 550.00 = Rp.


0.1840 &' !a(%" !a(ang @ Rp. 157,500.00 = Rp.

0.0''0 &' Batu Ke"%k%l @ Rp. 1*5,000.00 = Rp.

4.8500 Kg Be(% Beton @ Rp. 20,000.00 = Rp.

0.1200 &' !a(%" Beton @ Rp. 2)0,000.00 = Rp.2.1*00 !eke"a @ Rp. 55,000.00 = Rp.

0.7200 ukang Batu @ Rp. 77,000.00 = Rp.


0.1080 &an#o" @ Rp. 110,000.00 = Rp.

0.1000 ukang al% @ Rp. 55,000.00 = Rp.

Jumlah Rp.

12" MEMASANG 1 M PIPA GAL'ANIS DIAMETER 1$2

1.2000 & !%pa gal?an%( @ Rp. 1),000.00 = Rp.

0.'500 - !e"lengkapan @ Rp. 1),000.00 = Rp.

0.0540 !eke"a @ Rp. 55,000.00 = Rp.

0.0)00 ukang Batu @ Rp. 77,000.00 = Rp.


0.0270 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

13# MEMASANG 1 M PIPA GAL'ANIS DIAMETER 3$4

1.2000 & !%pa gal?an%( @ Rp. '0,000.00 = Rp.

0.'500 - !e"lengkapan @ Rp. '0,000.00 = Rp.

0.0540 !eke"a @ Rp. 55,000.00 = Rp.

0.0)00 ukang Batu @ Rp. 77,000.00 = Rp.



131 MEMASANG 1 M PIPA P'! TIPE AW DIAMETER 1$2

1.2000 & !%pa !6 @ Rp. 15,000.00 = Rp.


26/219

0.'500 !e"lengkapan @ Rp. 2,000.00 = Rp.

0.0'*0 !eke"a @ Rp. 55,000.00 = Rp.

0.0*00 ukang Batu @ Rp. 77,000.00 = Rp.


0.0018 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.


1.2000 & !%pa !6 @ Rp. 15,000.00 = Rp.0.'500 !e"lengkapan @ Rp. ',000.00 = Rp.

0.0'*0 !eke"a @ Rp. 55,000.00 = Rp.

0.0*00 ukang Batu @ Rp. 77,000.00 = Rp.


0.0018 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

133 MEMASANG 1 M PIPA P'! TIPE AW DIAMETER 1

1.2000 & !%pa !6 @ Rp. 8,750.00 = Rp.

0.'500 !e"lengkapan @ Rp. 4,000.00 = Rp.

0.0'*0 !eke"a @ Rp. 55,000.00 = Rp.

0.0*00 ukang Batu @ Rp. 77,000.00 = Rp.


0.0018 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.


1.2000 & !%pa !6 @ Rp. 1*,250.00 = Rp.

0.'500 !e"lengkapan @ Rp. 5,000.00 = Rp.

0.0'*0 !eke"a @ Rp. 55,000.00 = Rp.

0.0*00 ukang Batu @ Rp. 77,000.00 = Rp.




1.2000 & !%pa !6 @ Rp. 50,000.00 = Rp.

0.'500 !e"lengkapan @ Rp. *,000.00 = Rp.

0.0540 !eke"a @ Rp. 55,000.00 = Rp.

0.0)00 ukang Batu @ Rp. 77,000.00 = Rp.


0.0027 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.


1.2000 & !%pa !6 @ Rp. '0,000.00 = Rp.

0.'500 !e"lengkapan @ Rp. 7,000.00 = Rp.

0.0'*0 !eke"a @ Rp. 55,000.00 = Rp.

0.0*00 ukang Batu @ Rp. 77,000.00 = Rp.


0.0018 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.


1.2000 & !%pa !6 @ Rp. 87,500.00 = Rp.

0.'500 !e"lengkapan @ Rp. 8,000.00 = Rp.

0.0810 !eke"a @ Rp. 55,000.00 = Rp.0.1'50 ukang Batu @ Rp. 77,000.00 = Rp.


0.0041 &an#o" @ Rp. 110,000.00 = Rp.


27/219

Jumlah Rp.


1.2000 & !%pa !6 @ Rp. 112,500.00 = Rp.

0.'500 !e"lengkapan @ Rp. ),000.00 = Rp.

0.0810 !eke"a @ Rp. 55,000.00 = Rp.

0.1'50 ukang Batu @ Rp. 77,000.00 = Rp.



13" MEMASANG 1 BH BAK !U!I PIRING STAINLESS STELL

1.0000 B Bak cuc% (ta%nle( (teel @ Rp. 750,000.00 = Rp.

1.0000 et $ate" #"a%n A a((e(o"%e( @ Rp. 50,000.00 = Rp.

0.0'00 !eke"a @ Rp. 55,000.00 = Rp.

0.'000 ukang Batu @ Rp. 77,000.00 = Rp.


0.0015 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

14# MEMASANG 1 M PIPA P'! TIPE AW DIAMETER 2

1.2000 & !%pa !6 @ Rp. 200,000.00 = Rp.

0.'500 !e"lengkapan @ Rp. 200,000.00 = Rp.

0.0540 !eke"a @ Rp. 55,000.00 = Rp.

0.0)00 ukang Batu @ Rp. 77,000.00 = Rp.


0.0027 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.


1.2000 & !%pa !6 @ Rp. 450,000.00 = Rp.

0.'500 !e"lengkapan @ Rp. 500.00 = Rp.

0.0810 !eke"a @ Rp. 55,000.00 = Rp.0.1'50 ukang Batu @ Rp. 77,000.00 = Rp.


0.0041 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

142 MEMASANG 1 BH KRAN DIAMETER 3$4 ATAU 1$2

1.0000 B K"an


28/219

0.0050 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

)I ANALISA BIAYA KONSTRUKSI PEKERJAAN BESI DAN ALUMINIUM

145 1 KG PASANG RANGKA ATAP BAJA

1.1000 Kg Be(% p"o:%l >; @ Rp. 25,000.00 = Rp.

0.0800 Kg &en% +e(% @ Rp. 15,000.00 = Rp.

0.00*0 ukang +e(% @ Rp. 77,000.00 = Rp.

0.0*00 !eke"a @ Rp. 55,000.00 = Rp.0.00*0 Kepala ukang @ Rp. 110,000.00 = Rp.

0.000' &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

146 1 M2 PASANG PINTU BESI BAJA

1.0000 &2 !%ntu +e(% +aa @ Rp. '50,000.00 = Rp.

0.*500 ukang +e(% kon(t"uk(% @ Rp. 77,000.00 = Rp.

0.*500 !eke"a @ Rp. 55,000.00 = Rp.


0.0'20 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

14 1 M2 PASANG JENDELA BESI

1.0000 &2 en#ela +e(% @ Rp. '00,000.00 = Rp.

1.0500 ukang Be(% Kon(t"uk(% @ Rp. 77,000.00 = Rp.

1.0500 !eke"a @ Rp. 55,000.00 = Rp.


0.00525 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

148 1 M2 PASANG JENDELA BESI TAHAN API

1.0000 &2 en#ela +e(% taan ap% @ Rp. 1,500,000.00 = Rp.


1.0220 !eke"a @ Rp. 55,000.00 = Rp.0.1200 Kepala ukang @ Rp. 110,000.00 = Rp.

0.00*0 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

14" 1 M2 PASANG PINTU GULUNG BESI

1.0000 &2 !%ntu +e(% +aa @ Rp. 400,000.00 = Rp.

1.2000 ukang +e(% kon(t"uk(% @ Rp. 77,000.00 = Rp.

1.2000 !eke"a @ Rp. 55,000.00 = Rp.


0.00*0 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

15# 1 M2 PASANG PINTU LIPAT

1.0000 &2 !%ntu %pat @ Rp. '25,000.00 = Rp.


1.0500 !eke"a @ Rp. 55,000.00 = Rp.


0.0052 &an#o" @ Rp. 110,000.00 = Rp.

. Jumlah Rp.

151 1 M2 PASANG ROLLING DOOR

1.0000 &2 Rool #oo" @ Rp. '00,000.00 = Rp.


1.0500 !eke"a @ Rp. 55,000.00 = Rp.0.1050 Kepala ukang @ Rp. 110,000.00 = Rp.

0.0052 &an#o" @ Rp. 110,000.00 = Rp.

. Jumlah Rp.


29/219

152 1 M2 PASANG PLA+ON BAJA HOLO

1.0000 &2 Baa Colo/R%ngan @ Rp. 100,000.00 = Rp.


1.0000 !eke"a @ Rp. 55,000.00 = Rp.


0.0052 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

153 1 M2 PASANG TERALI BESI11.5000 & Be(% t"%p 2 ' @ Rp. 15,000.00 = Rp.

1.2000 ukang la( @ Rp. 77,000.00 = Rp.

1.2000 !eke"a @ Rp. 55,000.00 = Rp.


0.000* &an#o" @ Rp. 110,000.00 = Rp.

. Jumlah Rp.

154 1 M2 PASANG KAWAT NYAMUK

1.1000 &2 Ka$at nyamuk @ Rp. 20,000.00 = Rp.

0.0200 Kg !aku +%a(a 1/2 - 1 @ Rp. 20,500.00 = Rp.

0.0018 &' Kayu kampe", papan @ Rp. 17,000.00 = Rp.

0.1000 !eke"a @ Rp. 55,000.00 = Rp.

0.1000 ukang kayu @ Rp. 77,000.00 = Rp.


0.0005 &an#o" @ Rp. 110,000.00 = Rp.

. Jumlah Rp.

155 1 M2 PASANG JENDELA NAKO DAN TRALIS

1.1000 &2 en#ela 3ako @ Rp. 75,000.00 = Rp.

0.0200 Kg !aku B%a(a 1/2 atau k"up @ Rp. 45,000.00 = Rp.

0.0250 &2 Be(% t"%p @ Rp. 22,000.00 = Rp.

0.2000 !eke"a @ Rp. 55,000.00 = Rp.

0.2000 ukang kayu @ Rp. 77,000.00 = Rp.0.0200 Kepala ukang @ Rp. 110,000.00 = Rp.

0.0010 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

156 1 M2 PASANG TALANG DATAR, SENG BJLS #.35

0.5000 KK eng plat ' * +l( 0.'5 @ Rp. 25,000.00 = Rp.

0.0150 Kg !aku +%a(a 1/2 - 1 @ Rp. 17,000.00 = Rp.

0.00)* &' Kayu +o"neo, papan @ Rp. 4,000,000.00 = Rp.

0.2500 Kg ;l%ncote/ men% +e(% @ Rp. 15,000.00 = Rp.

0.1500 !eke"a @ Rp. 55,000.00 = Rp.

0.4000 ukang kayu @ Rp. 77,000.00 = Rp.


0.00125 &an#o" @ Rp. 110,000.00 = Rp.

. Jumlah Rp.

15 1 M2 PASANG TALANG MIRING, SENG BJLS #.35

0.5000 +" eng plat ' * +l( 0.'5 @ Rp. 25,000.00 = Rp.

0.0150 Kg !aku +%a(a 1/2 - 1 @ Rp. 17,000.00 = Rp.

0.01)0 &' Kayu +o"neo, papan @ Rp. 4,000,000.00 = Rp.

0.'000 Kg ;l%ncote/ men% +e(% @ Rp. 15,000.00 = Rp.

0.0400 !eke"a @ Rp. 55,000.00 = Rp.

0.4000 ukang kayu @ Rp. 77,000.00 = Rp.


. Jumlah Rp.

)II ANALISA BIAYA KONSTRUKSI PEKERJAAN KUN!I DAN KA!A


30/219

158 1 BUAH PASANG KUN!I TANAM ANTIK

1.0000 B Kunc% anam


31/219


0.00250 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

166 1 BUAH PASANG KUN!I SELOT

1.0000 B Kunc% elot @ Rp. 25,000.00 = Rp.

0.0200 !eke"a @ Rp. 55,000.00 = Rp.

0.2000 ukang Kayu @ Rp. 77,000.00 = Rp.


Jumlah Rp.

16 1 BUAH PASANG PEGANGAN PINTU$ DOOR HOLDER

1.0000 B Doo" Col#e" @ Rp. 150,000.00 = Rp.

0.0500 !eke"a @ Rp. 55,000.00 = Rp.

0.5000 ukang Kayu @ Rp. 77,000.00 = Rp.


0.00250 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

168 1 BUAH PASANG DOOR STOP

1.0000 B Doo" top @ Rp. 50,000.00 = Rp.

0.0100 !eke"a @ Rp. 55,000.00 = Rp.

0.1000 ukang Kayu @ Rp. 77,000.00 = Rp.


0.00050 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

16" 1 BUAH PASANG REL PINTU DORONG

1.0000 B Rel !%ntu Do"ong @ Rp. 200,000.00 = Rp.

0.0*00 !eke"a @ Rp. 55,000.00 = Rp.

0.*000 ukang Kayu @ Rp. 77,000.00 = Rp.

0.0*00 Kepala ukang @ Rp. 110,000.00 = Rp.0.00'00 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

1# 1 M2 PASANG KA!A, TEBAL 3 MM

1.1000 &2 Kaca @ Rp. *0,000.00 = Rp.

0.0150 !eke"a @ Rp. 55,000.00 = Rp.

0.1500 ukang Kayu @ Rp. 77,000.00 = Rp.


0.00075 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

11 1 M2 PASANG KA!A, TEBAL 5 MM

1.1000 &2 Kaca @ Rp. 75,000.00 = Rp.

0.0150 !eke"a @ Rp. 55,000.00 = Rp.

0.1500 ukang Kayu @ Rp. 77,000.00 = Rp.


0.00075 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

12 1 M2 PASANG KA!A, TEBAL 8 MM

1.1000 &2 Kaca @ Rp. 110,000.00 = Rp.

0.01*5 !eke"a @ Rp. 55,000.00 = Rp.

0.1*50 ukang Kayu @ Rp. 77,000.00 = Rp.

0.01*5 Kepala ukang @ Rp. 110,000.00 = Rp.0.00080 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

13 1 M2 PASANG KA!A !ERMIN, TEBAL 5 MM


32/219

1.1000 &2 kaca ce"m%n @ Rp. )0,000.00 = Rp.

0.0150 !eke"a @ Rp. 55,000.00 = Rp.

0.1500 ukang Kayu @ Rp. 77,000.00 = Rp.


0.00075 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

)III. ANALISA BIAYA KONSTRUKSI PEKERJAAN PENUTUP LANTAI14 1 M2 PASANG LANTAI UBIN P! ABU ABU 2# ) 2# !M

2*.5000 B +%n a+u - a+u 20 20 cm @ Rp. 2,500.00 = Rp.


0.01'5 &' !a(%" !a(ang @ Rp. 157,500.00 = Rp.

0.2700 !eke"a @ Rp. 55,000.00 = Rp.

0.1'00 ukang Batu @ Rp. 77,000.00 = Rp.


0.01'5 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

15 1 M2 PASANG LANTAI UBIN 4# ) 4# !M

*.)'00 B !ut% !olo( 40 40 cm @ Rp. 15,000.00 = Rp.

).8000 Kg emen !o"tlan# @ Rp. 1,'00.00 = Rp.

0.0215 &' !a(%" !a(ang @ Rp. 157,500.00 = Rp.

1.'000 Kg emen >a"na @ Rp. 5,000.00 = Rp.

0.2500 !eke"a @ Rp. 55,000.00 = Rp.

0.1200 ukang Batu @ Rp. 77,000.00 = Rp.


0.0125 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

16 1 M2 PASANG LANTAI UBIN GRANITO 3# ) 3# !M

11.8700 B +%n "an%to '0 '0 cm @ Rp. 8,000.00 = Rp.10.0000 Kg emen !o"tlan# @ Rp. 1,'00.00 = Rp.

0.0215 &' !a(%" !a(ang @ Rp. 157,500.00 = Rp.

1.5000 Kg emen >a"na @ Rp. 5,000.00 = Rp.

0.2*00 !eke"a @ Rp. 55,000.00 = Rp.

0.1250 ukang Batu @ Rp. 77,000.00 = Rp.


0.01'0 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

1 1 M PASANG PLINT UBIN P! WARNA 1# ) 2# !M

5.'000 B !l%nt egel !c >a"na 1020 cm @ Rp. 5,000.00 = Rp.


0.00'0 &' !a(%" !a(ang @ Rp. 157,500.00 = Rp.

0.1)00 Kg emen >a"na @ Rp. 15,000.00 = Rp.

0.0*00 !eke"a @ Rp. 55,000.00 = Rp.

0.0'00 ukang Batu @ Rp. 77,000.00 = Rp.


0.00'0 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

18 1 M2 PASANG LANTAI KERAMIK MOTI+ 2# ) 2# !M

1.0000 D( egel Ke"am%k 20 20 cm @ Rp. 50,000.00 = Rp.

11.'800 Kg emen !o"tlan# @ Rp. 1,'00.00 = Rp.0.0420 &' !a(%" !a(ang @ Rp. 157,500.00 = Rp.

1.5000 Kg emen $a"na @ Rp. 15,000.00 = Rp.

0.5000 !eke"a @ Rp. 55,000.00 = Rp.


33/219

0.2500 ukang Batu @ Rp. 77,000.00 = Rp.


0.00'0 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

1" 1 M2 PASANG LANTAI KERAMIK 33 ) 33 !M ANTI SLIP

1.0000 D( egel Ke"am%k '' ''cm ant% (l%p @ Rp. *5,000.00 = Rp.


0.0420 &' !a(%" !a(ang @ Rp. 157,500.00 = Rp.1.5000 Kg emen $a"na @ Rp. 15,000.00 = Rp.

0.5000 !eke"a @ Rp. 55,000.00 = Rp.

0.2500 ukang Batu @ Rp. 77,000.00 = Rp.


0.00'0 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

18# 1 M2 PASANG LANTAI KERAMIK 1# ) 33 !M

1.0000 D( egel Ke"am%k 10 '' @ Rp. 50,000.00 = Rp.


0.0420 &' !a(%" !a(ang @ Rp. 157,500.00 = Rp.

1.5000 Kg emen $a"na @ Rp. 15,000.00 = Rp.

0.5000 !eke"a @ Rp. 55,000.00 = Rp.

0.2500 ukang Batu @ Rp. 77,000.00 = Rp.


0.00'0 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

181 1 M2 PASANG LANTAI KERAMIK 3# ) 3# !M

1.0000 D( egel Ke"am%k '0 '0 cm @ Rp. 55,000.00 = Rp.


0.0420 &' !a(%" !a(ang @ Rp. 157,500.00 = Rp.

1.5000 Kg emen $a"na @ Rp. 15,000.00 = Rp.0.5000 !eke"a @ Rp. 55,000.00 = Rp.

0.2500 ukang Batu @ Rp. 77,000.00 = Rp.


0.00'0 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

182 1 M2 PASANG LANTAI KERAMIK 3# ) 3# !M ANTI SLIP

1.0000 D( egel Ke"am%k '0 '0 cm ant% (l%p @ Rp. 40,000.00 = Rp.


0.0420 &' !a(%" !a(ang @ Rp. 157,500.00 = Rp.

1.5000 Kg emen $a"na @ Rp. 15,000.00 = Rp.

0.5000 !eke"a @ Rp. 55,000.00 = Rp.

0.2500 ukang Batu @ Rp. 77,000.00 = Rp.


0.00'0 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

183 1 M2 PASANG LANTAI MARMER

1.0000 &2 &a"me" @ Rp. 150,000.00 = Rp.


0.0')0 &' !a(%" !a(ang @ Rp. 157,500.00 = Rp.

2.0000 Kg emen $a"na @ Rp. 15,000.00 = Rp.

0.5000 !eke"a @ Rp. 55,000.00 = Rp.0.2500 ukang Batu @ Rp. 77,000.00 = Rp.


0.00'0 &an#o" @ Rp. 110,000.00 = Rp.


34/219

Jumlah Rp.

184 1 M2 PASANG DINDING KERAMIK ARTISTIK 5 ) 2# !M

1.0000 &2 Ke"am%k


35/219

0.1500 !eke"a @ Rp. 55,000.00 = Rp.

0.0025 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

1"1 1 M2 MENGEROK KARAT !AT LAMA PERMUKAAN BAJA DENGAN !ARA MANUAL

0.0500 Kg a+un @ Rp. 15,000.00 = Rp.

0.1500 !eke"a @ Rp. 55,000.00 = Rp.

0.0025 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.1"2 1 M2 MENGEROK KARAT ATAU !AT LAMA PERMUKAAN BAJA DENGAN PAN!AR

PASIR (SANBLAST* DENGAN TINGKAT KEBERSIHAN S 2 1$2

40.0000 Kg !a(%" %l%ka @ Rp. 500.00 = Rp.

10.0000 t" BB& @ Rp. *,500.00 = Rp.

0.'000 C" Komp"e(o", @ Rp. 150,000.00 = Rp.

1.*000 !eke"a @ Rp. 55,000.00 = Rp.

1.*000 ukang 6at @ Rp. 77,000.00 = Rp.


0.5000 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

1"3 1 M2 MENDEMPUL DAN MENGGGOSOK KAYU

0.0800 Kg Dempul a#% @ Rp. '5,000.00 = Rp.

0.0200 Kg &%nyak 6at @ Rp. 15,000.00 = Rp.

0.0100 Kg Batu apung @ Rp. 8,000.00 = Rp.

0.0400 !eke"a @ Rp. 55,000.00 = Rp.

0.0400 ukang 6at @ Rp. 77,000.00 = Rp.


0.0025 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

1"4 1 M2 PENGE!ATAN BIDANG KAYU LAMA

0.1500 Kg !lam%" @ Rp. 75,000.00 = Rp.0.1700 Kg 6at Da(a" @ Rp. )),500.00 = Rp.

0.1700 Kg 6at !enutup @ Rp. *5,000.00 = Rp.

0.0700 !eke"a @ Rp. 55,000.00 = Rp.

0.0750 ukang 6at @ Rp. 77,000.00 = Rp.


0.0025 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

1"5 1 M2 PENGE!ATAN BIDANG KAYU BARU (1 LAPIS PLAMIR*, 1 LAPIS !AT DASAR,

2 LAPIS !AT PENUTUP (3)JLN*

0.2000 t" 6at &en% @ Rp. 15,000.00 = Rp.

0.1500 Kg !lam%" @ Rp. 150,000.00 = Rp.

0.1700 Kg 6at Da(a" @ Rp. *0,800.00 = Rp.

0.2*00 Kg 6at !enutup 2 kal% @ Rp. *0,000.00 = Rp.

0.0700 !eke"a @ Rp. 55,000.00 = Rp.

0.00)0 ukang 6at @ Rp. 77,000.00 = Rp.


0.0025 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

1"6 1 M2 PENGE!ATAN BIDANG KAYU BARU (1 LAPIS PLAMIR*, 1 LAPIS !AT DASAR, 3 LAPI

!AT PENUTUP (4)JLN*

0.2000 t" 6at &en% @ Rp. 5*,000.00 = Rp.0.1500 Kg !lam%" @ Rp. '5,000.00 = Rp.

0.1700 Kg 6at Da(a" @ Rp. *0,000.00 = Rp.

0.'500 Kg 6at !enutup ' kal% @ Rp. *0,800.00 = Rp.


36/219

0.0700 !eke"a @ Rp. 55,000.00 = Rp.

0.1050 ukang 6at @ Rp. 77,000.00 = Rp.


0.0025 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

1" 1 M2 PELABURAN BIDANG KAYU DENGAN TEAK OIL

0.'*00 t" eak %l @ Rp. 10,000.00 = Rp.

0.0400 !eke"a @ Rp. 55,000.00 = Rp.0.0*'0 ukang 6at @ Rp. 77,000.00 = Rp.

0.0*'0 Kepala ukang @ Rp. 110,000.00 = Rp.

0.0025 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

1"8 1 M2 PELABURAN BIDANG KAYU DENGAN POLITUR

0.1500 t" !ol%tu" @ Rp. 15,000.00 = Rp.

0.'720 t" !ol%tu" a#% @ Rp. 15,000.00 = Rp.

2.0000 +"


37/219

Jumlah Rp.

2#3 1 M2 PENGE!ATAN PERMUKAAN BAJA DENGAN MENI BESI DAN PERAN!AH

0.1000 Kg &en% Be(% @ Rp. 5*,000.00 = Rp.

0.0100 B Kua( @ Rp. 7,500.00 = Rp.

0.0020 &' !e"anca Kayu @ Rp. 750,000.00 = Rp.

0.2500 !eke"a @ Rp. 55,000.00 = Rp.

0.2250 ukang 6at @ Rp. 77,000.00 = Rp.


Jumlah Rp.

)'. ANALISA BIAYA KONSTRUKSI PEKERJAAN LISTRIK

2#4 1 TITIK PASANGAN TITIK !AHAYA, LAMPU, SAKLAR, STOP KONTAK

1.0000 B ampu !%a" 40 >att @ Rp. 85,000.00 = Rp.

1.0000 B ampu 18 >att eta"a !%l%p( @ Rp. 75,000.00 = Rp.

1.0000 B akla" unggal @ Rp. *0,000.00 = Rp.

1.0000 B akla" an#a @ Rp. *5,000.00 = Rp.

1.0000 B top Kontak @ Rp. *5,000.00 = Rp.

1.0000 B %t%k ampu @ Rp. 75,000.00 = Rp.

1.0000 B ek"%ng Ka(t


38/219

2# 1 M2 PEKERJAAN HALAMAN DENGAN PA'ING BLOK (MD. BATA*

50.0000 B !a?%ng Block @ Rp. 2,500.00 = Rp.

1.0000 (


39/219


0.0100 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

213 1.#### M2 PEKERJAAN A!IAN SEMEN


0.1200 ukang Batu @ Rp. 77,000.00 = Rp.



214 1.#### M3 PASANG RANGKA TIANG KAYU KLS I ( ULIN *

1.1000 &' Kayu Kl(. 9 (eta"a Bayam , Balok @ Rp. 10,450,000.00 = Rp.

*.0000 !eke"a @ Rp. 55,000.00 = Rp.

20.0000 ukang Kayu @ Rp. 77,000.00 = Rp.


0.'000 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah R'(

215 1.#### M2 PASANG RANGKA DINDING (1)1*M, KAYU KLS II

0.0110 &' Kayu Kl( 99, Balok @ Rp. ',850,000.00 = Rp.

0.1000 Kg !aku B%a(a 2 - 5 @ Rp. 20,000.00 = Rp.

0.1500 !eke"a @ Rp. 55,000.00 = Rp.

0.2500 ukang Kayu @ Rp. 77,000.00 = Rp.


0.0750 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

1 M3 PASANG RANGKA !N!NG , KA#U KLS R'(

216 1.#### M2 PASANG DINDING TRIPLEKS 4MM

0.0*00 Kg !aku B%a(a @ Rp. 20,000.00 = Rp.0.')00 +" %plek( 4 mm @ Rp. 50,000.00 = Rp.

0.2700 !eke"a @ Rp. 55,000.00 = Rp.

0.4000 ukang Kayu @ Rp. 77,000.00 = Rp.


0.01'5 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

21 1.#### M2 PENGE!ATAN ATAP SENG 2 ) DAN 3 )

0.2*00 Kg 6at


40/219

0.2*00 Kg 6at !enutup 2 kal% @ Rp. '5,000.00 = Rp.

0.0200 !eke"a @ Rp. 55,000.00 = Rp.

0.0*'0 ukang 6at @ Rp. 77,000.00 = Rp.

0.00*' Kepala ukang @ Rp. 110,000.00 = Rp.

0.0025 &an#o" @ Rp. 110,000.00 = Rp.

J79 Rp.

22# 1.#### M2 PENGE!ATAN PLAPON 3 )JLN

0.'800 Kg 6at !enutup @ Rp. '5,000.00 = Rp.0.0200 !eke"a @ Rp. 55,000.00 = Rp.

0.0*'0 ukang 6at @ Rp. 77,000.00 = Rp.

0.00*' Kepala ukang @ Rp. 110,000.00 = Rp.

0.0025 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

221 1.#### M PASANG LISTPLANK UKURAN KALSIBORD

1.1000 +" Kal(%+o"# @ Rp. 80,000.00 = Rp.

0.0*00 Kg !aku B%a(a 2 - 5 @ Rp. 20,000.00 = Rp.

0.1000 !eke"a @ Rp. 55,000.00 = Rp.

0.1000 ukang Kayu @ Rp. 77,000.00 = Rp.


0.0500 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.


222 1.#### M2 PASANG DINDING PAPAN KAYU KLS II ( PAPAN LAMA *

0.1100 &' Kayu Kl( 99, !apan @ Rp. ',850,000.00 = Rp.

0.1000 Kg !aku B%a(a 2 - 5 @ Rp. 20,000.00 = Rp.

0.1500 !eke"a @ Rp. 55,000.00 = Rp.

0.4500 ukang Kayu @ Rp. 77,000.00 = Rp.



223 1.#### BH PASANG PINTU SENG PLAT, RANGKA KAYU KLS II

0.01)* &' Kayu Kl( 9, !apan @ Rp. 1',000,000.00 = Rp.

0.0'00 Kg Baa 6 @ Rp. 20,000.00 = Rp.

1.2500 +" eng !lat B 0.22 @ Rp. 45,000.00

0.*000 !eke"a @ Rp. 55,000.00 = Rp.

1.2000 ukang Kayu @ Rp. 77,000.00 = Rp.


0.0'00 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

224 1 B:; PEMASANGAN BAJA IW+ 2# MM

1.0000 Btg Baa 9>; E 12 m @ Rp. 5,000,000.00 = Rp.

'.2000 Kg !aku Baut @ Rp. 17,000.00 = Rp.

7.0000 !eke"a @ Rp. 55,000.00 = Rp.

2.0000 ukang Be(% @ Rp. 77,000.00 = Rp.

1.*000 ukang Kayu @ Rp. 77,000.00 = Rp.


0.1)'0 &an#o" @ Rp. 110,000.00 = Rp.

Jumlah Rp.

U:>0 P?.@ IW+ %

225 1 B:; PEMASANGAN BAJA ! GORDING

1.0000 Btg Baa E * m @ Rp. 400,000.00 = Rp.


41/219

2.0000 !eke"a @ Rp. 55,000.00 = Rp.

1.0000 ukang Be(% @ Rp. 77,000.00 = Rp.

RAB_GEDUNG TEKNISI TSP.xlsx

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