RAB DAN RAP PROYEK GEDUNG 1. PEKERJ PEKERJAAN AAN CUT CUT AND AND FILL FILL RAB Cut and Fill Tabel Analisa Harga atuan
Sa t
Indek s
Pekerja
Oh
0.100
Mandor
Oh
0.050
No
Jenis Pekerjaan
Harga Satuan (Rp) Bahan
Upah
Total Harga Satuan (Rp)
I PEKERJAAN PERSIAPAN A. Pembersihan Lahan (m (m² ) ) 6.8 SNI 03-2835-2002 Tenaga
Sub Total B. Pemasangan Pagar Sementara dari Kau tinggi ! 6.1 m (m¹ (m¹ ) ) SNI 03-2835-2002 Bahan Dolken Kay ! 8-10"400 #$ Se$en Por&land Pa()r %e&on Koral %e&on
Iswati Septya (3336130275)
3,600.00 2,000.00 5,600.00
% &' K' M* M*
1.250 2.500 0.005 0.00+
Kay 5"
M*
0. 0.02
Pak %)a(a 2-5 e()d Tenaga
K' /&
0.060 0.400
kan' Kay
Oh
0.200
Pekerja
Oh
0.400
Keala kan'
Oh
0.020
Mandor
Oh
0.020
2
36,000.0 0 40,000.0 0
25,000.00 1,050.00 125,000.00 135,000.00 1,00,000.0 0 10,000.00 11,000.00
31,250.00 2,625.00 625.00 1,215.00 122,400.00 600.00 4,400.00 4,500.0 0 36,000.0 0 45,000.0 0 40,000.0 0
+,500.00 14,400.00 +00.00 800.00
RAB DAN RAP PROYEK GEDUNG 188,15.00
Sub Total ". #emasang Bou$%lan& (m¹ (m¹ ) ) 6.4 SNI 03-2835-2002 Bahan
Kay 5"
M*
0. 0.012
Pak %)a(a 2-5
K'
0.020
Kay Paan %en'k)ra) 3"20
M*
0.00
kan' Kay
Oh
0.100
Pekerja
Oh
0.100
Keala kan'
Oh
0.010
Mandor
Oh
0.005
1,00,000.0 0 10,000.00 3,541,666.0 0
20,400.00 200.00 24,+1.66
Tenaga
/S
Iswati Septya (3336130275)
4,500.0 0 36,000.0 0 45,000.0 0 40,000.0 0
3,600.00 450.00 200.00 54,3+1.66
Sub Total '. #emasang Pa%an Nama Proe& *+! ,m (Bh) Bahan
Kay Meran&)
%&'
0.035
Pak %)a(a 2-5 Sen' /e$aran +0 #$ a& kay Se$en Por&land Pa()r %e&on Koral %e&on Tenaga
K' M K' K' M* M*
0.600 1.400 1.500 16.800 0.02 0.041
kan' Kay
Oh
1.000
kan' %a&
Oh
0.018
kan' a&
Oh
1.000
Pekerja
Oh
2.100
3
4,50.00
1,68,000.0 0 10,000.00 2,000.00 38,000.00 1,050.00 125,000.00 135,000.00
5+,045.00 6,000.00 3,800.00 5,000.00 1,640.00 3,35.00 5,535.00 4,500.0 0 42,500.0 0 42,500.0 0 36,000.0 0
4,500.00 65.00 42,500.00 5,600.00
RAB DAN RAP PROYEK GEDUNG 188,15.00
Sub Total ". #emasang Bou$%lan& (m¹ (m¹ ) ) 6.4 SNI 03-2835-2002 Bahan
Kay 5"
M*
0. 0.012
Pak %)a(a 2-5
K'
0.020
Kay Paan %en'k)ra) 3"20
M*
0.00
kan' Kay
Oh
0.100
Pekerja
Oh
0.100
Keala kan'
Oh
0.010
Mandor
Oh
0.005
1,00,000.0 0 10,000.00 3,541,666.0 0
20,400.00 200.00 24,+1.66
Tenaga
/S
Iswati Septya (3336130275)
4,500.0 0 36,000.0 0 45,000.0 0 40,000.0 0
3,600.00 450.00 200.00 54,3+1.66
Sub Total '. #emasang Pa%an Nama Proe& *+! ,m (Bh) Bahan
Kay Meran&)
%&'
0.035
Pak %)a(a 2-5 Sen' /e$aran +0 #$ a& kay Se$en Por&land Pa()r %e&on Koral %e&on Tenaga
K' M K' K' M* M*
0.600 1.400 1.500 16.800 0.02 0.041
kan' Kay
Oh
1.000
kan' %a&
Oh
0.018
kan' a&
Oh
1.000
Pekerja
Oh
2.100
3
4,50.00
1,68,000.0 0 10,000.00 2,000.00 38,000.00 1,050.00 125,000.00 135,000.00
5+,045.00 6,000.00 3,800.00 5,000.00 1,640.00 3,35.00 5,535.00 4,500.0 0 42,500.0 0 42,500.0 0 36,000.0 0
4,500.00 65.00 42,500.00 5,600.00
RAB DAN RAP PROYEK GEDUNG Mandor
Oh
Sub Total E. #embuat dire&si &eet - udang Sementara (m² (m² ) ) 6.5 SNI 03-2835-2002 Bahan Dolken Kay ! 8-10"400 #$
40,000.0 0
1.005
% &'
1.250
Kay 5"
M*
0. 0.180
Pak %)a(a 2-5 %e() S&r) Se$en Por&land Pa()r Pa(an' Pa()r %e&on Koral %e&on %a&a Merah Sen' Pla& endela Nako Ka#a Polo( 3 $$ Kn#) ana$ Plyood 4 $$ Tenaga
K' K' K' M* M* M* %h /r %h M7 %h /r
0.850 1.100 35.000 0.150 0.100 0.150 30.000 0.250 2.0000 0.080 0.150 0.060
kan' Kay
Oh
2.000
kan' %a&
Oh
1.000
Pekerja
Oh
2.000
Keala kan'
Oh
0.800
Mandor
Oh
0.050
25,000.00 1,00,000.0 0 10,000.00 11,000.00 1,050.00 125,000.00 125,000.00 135,000.00 500.00 2,000.00 12,500.00 50,000.00 25,000.00 50,000.00
31,250.00 306,000.00 8,500.00 12,100.00 36,50.00 18,50.00 12,500.00 20,250.00 15,000.00 6,50.00 25,000.00 4,000.00 3,50.00 3,000.00 4,500.0 0 42,500.0 0 36,000.0 0 45,000.0 0 40,000.0 0
Iswati Septya (3336130275)
Oh
4
+5,000.00 42,500.00 2,000.00 36,000.00 2,000.00 51,100.00
Sub Total II PEKERJAAN "/T and 0ill A. alian Tanah Biasa sedalam + m (m (m ) ) 6.1 SNI 03-2835-2002 Tenaga
Pekerja
40,200.00 3+2,+60.00
0.400
36,000.0 0
14,400.00
RAB DAN RAP PROYEK GEDUNG Mandor
Oh
40,000.0 0
0.040
1,600.00 16,000.00
Sub Total B. /rugan Kembali (m (m ) ) 6.+ SNI 03-2835-2002 Tenaga
Pekerja
Oh
0.1+2
Mandor
Oh
0.01+
36,000.0 0 40,000.0 0
6,+12.00 60.00 ,62.00
Sub Total ". /rugan Pasir Ba$ah Pondasi (m (m ) ) 6.11 SNI 03-2835-2002 Bahan Pa()r 9r' Tenaga
Pekerja Mandor
M*
1.200
Oh
0.300
Oh
0.010
100,000.00
120,000.00 36,000.0 0 40,000.0 0
10,800.00 400.00 131,200.00
Sub Total
Tabel Ren!ana Anggaran Bia"a
No
Jenis Pekerjaan
A 1 2 3 4 5
PEKERJAAN PERSIAPAN PERSIAPAN Pe$er()han /ahan Pe$a(an'an Pa'ar Se$en&ara dar) Kay &)n'') 2 $ Me$a(an' %olank Me$a(an' Paan Na$a Proyek 80:120 #$ Me$a& d)rek() kee& ; <dan' Se$en&ara
Iswati Septya (3336130275)
5
Satua n
!olu"e
Harga Satuan (Rp)
$7 $ $ %h $7
308.120 2.40 38.000 1.000 24.000
5,600.00 188,15.00 54,3+1.66 3+2,+60.00 51,100.00
Ju"lah Harga (Rp)
Total Harga (Rp) 42,188,844.26
1,25,42.00 13,2,12+.10 2,066,883.16 3+2,+60.00 18,026,400.00
RAB DAN RAP PROYEK GEDUNG 6 8 + B 1 2 3
/)(&r)k dan )r Kerja Mo ; De$o la& e( Ma&er)al %aja dan %e&on a$ - ra$ lal l)n&a( dan ke(ela$a&an Kerja PEKERJAAN TANA1
/( /( /( /(
1.000 1.000 1.000 1.000
2,000,000.00 2,000,000.00 1,500,000.00 50,000.00
2,000,000.00 2,000,000.00 1,500,000.00 50,000.00
$* $* $*
52.88 13.1+ 3.338
16,000.00 ,62.00 131,200.00
844,608.00 101,24.38 43,+45.60
1,383,800.+8
Tabel Re#a$itulasi RAB No I II
Jenis Pekerjaan P=K=N P=SIPN P=K=N N> J/#LA1 PPN +2 T3TAL J/#LA1
Harga (Rp)
%ra&i# Kur&a RAB Cut and Fill
Iswati Septya (3336130275)
6
42,188,844.26 1,383,800.+8 43,52,645.24 4,35,264.52 4,+2+,+0+.6
RAB DAN RAP PROYEK GEDUNG
Iswati Septya (3336130275)
7
RAB DAN RAP PROYEK GEDUNG RAP Cut and Fill Tabel Analisa Harga atuan
No I 6.8 SNI 03-2835-2002
6.1 SNI 03-2835-2002
6.4 SNI 03-2835-2002
Jenis Pekerjaan PEKERJAAN PERSIAPAN A. Pembersihan Lahan (m² ) Tenaga Pekerja Mandor Sub Total 34erhead Jumlah tenaga 5 34er 1ead B. Pemasangan Pagar Sementara dari Kau tinggi ! m (m¹ ) Bahan Dolken Kay ! 8-10"400 #$ Se$en Por&land Pa()r %e&on
Iswati Septya (3336130275)
Koral %e&on Kay 5" Pak %)a(a 2-5 e()d Tenaga kan' Kay Pekerja Keala kan' Mandor Sub Total 34erhead Jumlah tenaga 5 34er 1ead ". #emasang Bou$%lan& (m¹ ) Bahan
8
Harga Satuan (Rp)
Total Harga Satuan (Rp)
Sa t
Indek s
Oh Oh
0.100 0.050
%&' K' M*
1.250 2.500 0.005
25,000.00 1,050.00 125,000.00
31,250.00 2,625.00 625.00
M* M* K' /&
0.00+ 0.02 0.060 0.400
135,000.00 1,00,000.00 10,000.00 11,000.00
1,215.00 122,400.00 600.00 4,400.00
Oh Oh Oh Oh
0.200 0.400 0.020 0.020
Bahan
Upah
36,000.00 40,000.00
4,500.00 36,000.00 45,000.00 40,000.00
3,600.00 2,000.00 5,600.00 560.00 5,040.00
+,500.00 14,400.00 +00.00 800.00 188,15.00 18,81.50 16+,843.50
RAB DAN RAP PROYEK GEDUNG Kay 5" Pak %)a(a 2-5 Kay Paan %en'k)ra) 3"20 Tenaga kan' Kay
Pekerja Keala kan'
/S
6.5 SNI 03-2835-2002
Iswati Septya (3336130275)
Mandor Sub Total 34erhead Jumlah tenaga 5 34er 1ead '. #emasang Pa%an Nama Proe& *+! ,m (Bh) Bahan Kay Meran&) Pak %)a(a 2-5 Sen' /e$aran +0 #$ a& kay Se$en Por&land Pa()r %e&on Koral %e&on Tenaga kan' Kay kan' %a& kan' a& Pekerja Mandor Sub Total 34erhead Jumlah tenaga 5 34er 1ead E. #embuat dire&si &eet - udang Sementara (m² ) Bahan Dolken Kay ! 8-10"400 #$ Kay 5" Pak %)a(a 2-5 %e() S&r) Se$en Por&land Pa()r Pa(an'
9
M* K' M*
0.012 0.020 0.00
1,00,000.00 10,000.00 3,541,666.00
20,400.00 200.00 24,+1.66
Oh Oh Oh
0.100 0.100 0.010
4,500.00 36,000.00 45,000.00
4,50.00 3,600.00 450.00
Oh
0.005
40,000.00
200.00 54,3+1.66 5,43+.1 48,+52.50
%&' K' M K' K' M* M*
0.035 0.600 1.400 1.500 16.800 0.02 0.041
Oh Oh Oh Oh Oh
1.000 0.018 1.000 2.100 1.005
%&' M* K' K' K' M*
1.250 0.180 0.850 1.100 35.000 0.150
1,68,000.00 10,000.00 2,000.00 38,000.00 1,050.00 125,000.00 135,000.00
5+,045.00 6,000.00 3,800.00 5,000.00 1,640.00 3,35.00 5,535.00 4,500.00 42,500.00 42,500.00 36,000.00 40,000.00
25,000.00 1,00,000.00 10,000.00 11,000.00 1,050.00 125,000.00
4,500.00 65.00 42,500.00 5,600.00 40,200.00 3+2,+60.00 3+,2+6.00 353,664.00
31,250.00 306,000.00 8,500.00 12,100.00 36,50.00 18,50.00
RAB DAN RAP PROYEK GEDUNG Pa()r %e&on Koral %e&on %a&a Merah Sen' Pla& endela Nako Ka#a Polo( 3 $$ Kn#) ana$ Plyood 4 $$ Tenaga kan' Kay kan' %a& Pekerja Keala kan' Mandor Sub Total 34erhead Jumlah tenaga 5 34er 1ead II 6.1 SNI 03-2835-2002
PEKERJAAN TANA1 A. alian Tanah Biasa sedalam + m (m ) Tenaga Pekerja Mandor
M* M* %h /r %h M7 %h /r
0.100 0.150 30.000 0.250 2.0000 0.080 0.150 0.060
125,000.00 135,000.00 500.00 2,000.00 12,500.00 50,000.00 25,000.00 50,000.00
12,500.00 20,250.00 15,000.00 6,50.00 25,000.00 4,000.00 3,50.00 3,000.00
Oh Oh Oh Oh Oh
2.000 1.000 2.000 0.800 0.050
4,500.00 42,500.00 36,000.00 45,000.00 40,000.00
+5,000.00 42,500.00 2,000.00 36,000.00 2,000.00 51,100.00 5,110.00 65,++0.00
Oh Oh
0.400 0.040
36,000.00 40,000.00
14,400.00 1,600.00 16,000.00 1,600.00 14,400.00
Sub Total 34erhead Jumlah tenaga 5 34er 1ead 6.+ SNI 03-2835-2002
6.11 SNI 03-2835-2002
B. /rugan Kembali (m ) Tenaga Pekerja Mandor Sub Total 34erhead Jumlah tenaga 5 34er 1ead ". /rugan Pasir Ba$ah Pondasi (m ) Bahan Pa()r 9r' Tenaga
Iswati Septya (3336130275)
10
Oh Oh
0.1+2 0.01+
M*
1.200
36,000.00 40,000.00
100,000.00
6,+12.00 60.00 ,62.00 6.20 6,+04.80
120,000.00
RAB DAN RAP PROYEK GEDUNG Pekerja Mandor
Oh Oh
0.300 0.010
36,000.00 40,000.00
Sub Total 34erhead Jumlah tenaga 5 34er 1ead
10,800.00 400.00 131,200.00 13,120.00 118,080.00
Tabel Ren!ana Anggaran Pela#sanaan
Satua n
!olu"e
Harga Satuan (Rp)
Ju"lah Harga (Rp)
PEKERJAAN PERSIAPAN Pe$er()han /ahan Pe$a(an'an Pa'ar Se$en&ara dar) Kay &)n'') 2 $ Me$a(an' %olank Me$a(an' Paan Na$a Proyek 80:120 #$ Me$a& d)rek() kee& ; <dan' Se$en&ara /)(&r)k dan )r Kerja Mo ; De$o la& e( Ma&er)al %aja dan %e&on a$ - ra$ lal l)n&a( dan ke(ela$a&an Kerja
$7 $ $ %h $7 /( /( /( /(
308.120 2.40 38.000 1.000 24.000 1.000 1.000 1.000 1.000
5,040.00 16+,843.50 48,+52.50 353,664.00 65,++0.00 2,000,000.00 2,000,000.00 1,500,000.00 50,000.00
1,552,+24.80 12,354,416.1+ 1,860,1+4.84 353,664.00 16,223,60.00 2,000,000.00 2,000,000.00 1,500,000.00 50,000.00
PEK ER JA AN TA NA 1
$* $* $*
52.88 13.1+ 3.338
14,400.00 6,+04.80 118,080.00
60,14.20 +1,122.65 3+4,151.04
No
Jenis Pekerjaan
A 1 2 3 4 5 6 8 + B 1 2 3
38,5+4,+5+.83
1,245,420.8+
Tabel Re#a$itulasi RAP
Iswati Septya (3336130275)
Total Harga (Rp)
No
Jenis Pekerjaan
I II
P=K=N P=SIPN P=K=N N> T3TAL J/#LA1
11
Harga (Rp)
38,5+4,+5+.83 1,245,420.8+ 3+,840,380.2
RAB DAN RAP PROYEK GEDUNG PPN +2 dibulat&an
3,+84,038.0 43,824,418.+
%ra&i# Kur&a RAP Cut n Fill
'. PEKERJAAN P(NDAI BATU KALI RAB P)ndasi Batu Kali Tabel Analisa Harga atuan No
Jenis Pekerjaan
Sa t
Indek s
Harga Satuan (Rp) Bahan
Iswati Septya (3336130275)
12
Upah
Total Harga Satuan (Rp)
RAB DAN RAP PROYEK GEDUNG I 6.8 SNI 03-2835 2002
6.1 SNI 03-2835 2002
PEKERJAAN PERSIAPAN A. Pembersihan Lahan (m² ) Tenaga
Pekerja
Oh
0.100
Mandor
Oh
0.050
36,000.0 0 40,000.0 0
Bahan
Dolken Kay ! 8-10"400 #$ Se$en Por&land Pa()r %e&on Koral %e&on
%&' K' M* M*
1.250 2.500 0.005 0.00+
Kay 5"
M*
0.02
Pak %)a(a 2-5 e()d Tenaga
K' /&
0.060 0.400
kan' Kay
Oh
0.200
Pekerja
Oh
0.400
Keala kan'
Oh
0.020
Mandor
Oh
0.020
25,000.00 1,050.00 125,000.00 135,000.00 1,00,000.0 0 10,000.00 11,000.00
31,250.00 2,625.00 625.00 1,215.00 122,400.0 0 600.00 4,400.00 4,500.0 0 36,000.0 0 45,000.0 0 40,000.0 0
+,500.00 14,400.00 +00.00 800.00 188,15.0 0
". #emasang Bou$%lan& (m¹ ) Bahan
Kay 5"
Iswati Septya (3336130275)
2,000.00 5,600.00
Sub Total B. Pemasangan Pagar Sementara dari Kau tinggi ! m (m¹ )
Sub Total
6.4 SNI 03-2835 2002
3,600.00
M*
13
0.012
1,00,000.0 0
20,400.00
RAB DAN RAP PROYEK GEDUNG Pak %)a(a 2-5
K'
0.020
Kay Paan %en'k)ra) 3"20
M*
0.00
kan' Kay
Oh
0.100
Pekerja
Oh
0.100
Keala kan'
Oh
0.010
Mandor
Oh
0.005
10,000.00 3,541,666.0 0
200.00 24,+1.66
Tenaga
/S
4,50.00 3,600.00 450.00 200.00 54,3+1.66
Sub Total '. #emasang Pa%an Nama Proe& *+! ,m (Bh) Bahan
Kay Meran&)
%&'
0.035
Pak %)a(a 2-5 Sen' /e$aran +0 #$ a& kay Se$en Por&land Pa()r %e&on Koral %e&on Tenaga
K' M K' K' M* M*
0.600 1.400 1.500 16.800 0.02 0.041
kan' Kay
Oh
1.000
kan' %a&
Oh
0.018
kan' a&
Oh
1.000
Pekerja
Oh
2.100
Mandor
Oh
1.005
1,68,000.0 0 10,000.00 2,000.00 38,000.00 1,050.00 125,000.00 135,000.00
5+,045.00 6,000.00 3,800.00 5,000.00 1,640.00 3,35.00 5,535.00 4,500.0 0 42,500.0 0 42,500.0 0 36,000.0 0 40,000.0 0
4,500.00 65.00 42,500.00 5,600.00 40,200.00 3+2,+60.0 0
Sub Total
Iswati Septya (3336130275)
4,500.0 0 36,000.0 0 45,000.0 0 40,000.0 0
14
RAB DAN RAP PROYEK GEDUNG 6.5 SNI 03-2835 2002
E. #embuat dire&si &eet - udang Sementara (m² ) Bahan
Dolken Kay ! 8-10"400 #$
%&'
1.250
Kay 5"
M*
0.180
Pak %)a(a 2-5 %e() S&r) Se$en Por&land Pa()r Pa(an' Pa()r %e&on Koral %e&on %a&a Merah Sen' Pla& endela Nako Ka#a Polo( 3 $$ Kn#) ana$ Plyood 4 $$ Tenaga
K' K' K' M* M* M* %h /r %h M7 %h /r
0.850 1.100 35.000 0.150 0.100 0.150 30.000 0.250 2.0000 0.080 0.150 0.060
kan' Kay
Oh
2.000
kan' %a&
Oh
1.000
Pekerja
Oh
2.000
Keala kan'
Oh
0.800
Mandor
Oh
0.050
25,000.00 1,00,000.0 0 10,000.00 11,000.00 1,050.00 125,000.00 125,000.00 135,000.00 500.00 2,000.00 12,500.00 50,000.00 25,000.00 50,000.00
31,250.00 306,000.0 0 8,500.00 12,100.00 36,50.00 18,50.00 12,500.00 20,250.00 15,000.00 6,50.00 25,000.00 4,000.00 3,50.00 3,000.00 4,500.0 0 42,500.0 0 36,000.0 0 45,000.0 0 40,000.0 0
2,000.00 36,000.00 2,000.00
PEKERJAAN TANA1 A. alian Tanah Biasa sedalam + m (m ) Tenaga
Pekerja
Iswati Septya (3336130275)
42,500.00
51,100.0 0
Sub Total II 6.1 SNI 03-2835 2002
+5,000.00
Oh
15
0.400
36,000.0
14,400.00
RAB DAN RAP PROYEK GEDUNG
Mandor 6.+ SNI 03-2835 2002
6.11 SNI 03-2835 2002
Oh
0 40,000.0 0
0.040
1,600.00 16,000.00
Sub Total B. /rugan Kembali (m ) Tenaga
Pekerja
Oh
0.1+2
Mandor
Oh
0.01+
36,000.0 0 40,000.0 0
6,+12.00 60.00 ,62.00
Sub Total ". /rugan Pasir Ba$ah Pondasi (m ) Bahan
Pa()r 9r'
M*
1.200
Pekerja
Oh
0.300
Mandor
Oh
0.010
120,000.0 0
100,000.00
Tenaga
36,000.0 0 40,000.0 0
Iswati Septya (3336130275)
400.00 131,200.0 0
Sub Total III 6.6 SNI 03-2835 2002
10,800.00
PEKERJAAN P3N'ASI '. Pasangan Pondasi Batu Kali + P,6 7 Ps (m ) Bahan
%a& %elah 15"20 #$
M*
Se$en Por&land
K'
Pa()r Pa(an' Tenaga
M*
1.100 136.00 0 0.544
Pekerja
Oh
1.500
kan' %a&
Oh
0.600
16
85,000.00
+3,500.00 142,800.0 0 68,000.00
1,050.00 125,000.00 36,000.0 0 42,500.0 0
54,000.00 25,500.00
RAB DAN RAP PROYEK GEDUNG Keala kan'
Oh
0.060
Mandor
Oh
0.05
45,000.0 0 40,000.0 0
2,00.00 3,000.00 38+,500.0 0
Sub Total
Tabel Ren!ana Anggaran Bia"a
Satua n
!olu"e
Harga Satuan (Rp)
Ju"lah Harga (Rp)
PEKERJAAN PERSIAPAN Pe$er()han /ahan Pe$a(an'an Pa'ar Se$en&ara dar) Kay &)n'') 2 $ Me$a(an' %olank
$7 $ $
308.120 2.40 38.000
5,600.00 188,15.00 54,3+1.66
1,25,42.00 13,2,12+.10 2,066,883.16
4 5 6
Me$a(an' Paan Na$a Proyek 80:120 #$ Me$a& d)rek() kee& ; <dan' Se$en&ara /)(&r)k dan )r Kerja
%h $7 /(
1.000 24.000 1.000
3+2,+60.00 51,100.00 2,000,000.00
3+2,+60.00 18,026,400.00 2,000,000.00
8 +
Mo ; De$o la& e( Ma&er)al %aja dan %e&on a$ - ra$ lal l)n&a( dan ke(ela$a&an Kerja
/( /( /(
1.000 1.000 1.000
2,000,000.00 1,500,000.00 50,000.00
2,000,000.00 1,500,000.00 50,000.00
B 1 2 3
PEK ER JA AN TA NA 1
$* $* $*
52.88 13.1+ 3.338
16,000.00 ,62.00 131,200.00
844,608.00 101,24.38 43,+45.60
" 1
PEK ER JA AN P3 N' ASI Pa(an'an Ponda() %a& Kal) 1 P#? 5 P(
$*
28.36+
38+,500.00
11,04+,25.50
No A 1 2 3
Jenis Pekerjaan
42,188,844.26
1,383,800.+8
11,04+,25.50
Tabel Re#a$itulasi RAB No
Iswati Septya (3336130275)
Total Harga (Rp)
Jenis Pekerjaan
17
Harga (Rp)
RAB DAN RAP PROYEK GEDUNG I II III
P=K=N P=SIPN P=K=N N> P=K=N PONDSI J/#LA1 PPN +2 T3TAL J/#LA1
%ra*i# Kur&a RAB P(NDAI
Iswati Septya (3336130275)
18
42,188,844.26 1,383,800.+8 11,04+,25.50 54,622,30.4 5,462,23.0 60,084,60.81
RAB DAN RAP PROYEK GEDUNG
RAP P)ndasi Tabel Analisa Harga atuan
Iswati Septya (3336130275)
19
RAB DAN RAP PROYEK GEDUNG
I 6.8 SNI 03-2835-2002
6.1 SNI 03-2835-2002
6.4 SNI 03-2835-2002
Oh Oh
0.100 0.050
%&' K'
1.250 2.500
25,000.00 1,050.00
31,250.00 2,625.00
Pa()r %e&on Koral %e&on Kay 5" Pak %)a(a 2-5
M* M* M* K'
0.005 0.00+ 0.02 0.060
125,000.00 135,000.00 1,00,000.00 10,000.00
625.00 1,215.00 122,400.00 600.00
e()d Tenaga kan' Kay Pekerja
/&
0.400
11,000.00
4,400.00
Oh Oh
0.200 0.400
4,500.00 36,000.00
+,500.00 14,400.00
Oh Oh
0.020 0.020
45,000.00 40,000.00
+00.00 800.00 188,15.00 18,81.50 16+,843.50
M* K' M*
0.012 0.020 0.00
PEKERJAAN PERSIAPAN A. Pembersihan Lahan (m² ) Tenaga Pekerja Mandor Sub Total 34erhead Jumlah tenaga 5 34er 1ead B. Pemasangan Pagar Sementara dari Kau tinggi ! m (m¹ ) Bahan Dolken Kay ! 8-10"400 #$ Se$en Por&land
Keala kan' Mandor Sub Total 34erhead Jumlah tenaga 5 34er 1ead ". #emasang Bou$%lan& (m¹ ) Bahan Kay 5" Pak %)a(a 2-5 Kay Paan %en'k)ra) 3"20 Tenaga
Iswati Septya (3336130275)
Total Harga Satuan (Rp)
Indeks
Jenis Pekerjaan
Harga Satuan (Rp)
Sa t
No
20
Bahan
Upah
36,000.00 40,000.00
1,00,000.00 10,000.00 3,541,666.00
3,600.00 2,000.00 5,600.00 560.00 5,040.00
20,400.00 200.00 24,+1.66
RAB DAN RAP PROYEK GEDUNG
/S
6.5 SNI 03-2835-2002
Iswati Septya (3336130275)
kan' Kay Pekerja Keala kan'
Oh Oh Oh
0.100 0.100 0.010
4,500.00 36,000.00 45,000.00
4,50.00 3,600.00 450.00
Mandor Sub Total 34erhead Jumlah tenaga 5 34er 1ead '. #emasang Pa%an Nama Proe& *+! ,m (Bh) Bahan Kay Meran&) Pak %)a(a 2-5 Sen' /e$aran +0 #$ a& kay Se$en Por&land Pa()r %e&on Koral %e&on Tenaga kan' Kay kan' %a& kan' a& Pekerja Mandor Sub Total 34erhead Jumlah tenaga 5 34er 1ead E. #embuat dire&si &eet - udang Sementara (m² ) Bahan Dolken Kay ! 8-10"400 #$ Kay 5" Pak %)a(a 2-5 %e() S&r) Se$en Por&land Pa()r Pa(an' Pa()r %e&on Koral %e&on %a&a Merah Sen' Pla&
Oh
0.005
40,000.00
200.00 54,3+1.66 5,43+.1 48,+52.50
%&' K' M K' K' M* M*
0.035 0.600 1.400 1.500 16.800 0.02 0.041
Oh Oh Oh Oh Oh
1.000 0.018 1.000 2.100 1.005
%&' M* K' K' K' M* M* M* %h /r
1.250 0.180 0.850 1.100 35.000 0.150 0.100 0.150 30.000 0.250
21
1,68,000.00 10,000.00 2,000.00 38,000.00 1,050.00 125,000.00 135,000.00
5+,045.00 6,000.00 3,800.00 5,000.00 1,640.00 3,35.00 5,535.00 4,500.00 42,500.00 42,500.00 36,000.00 40,000.00
25,000.00 1,00,000.00 10,000.00 11,000.00 1,050.00 125,000.00 125,000.00 135,000.00 500.00 2,000.00
4,500.00 65.00 42,500.00 5,600.00 40,200.00 3+2,+60.00 3+,2+6.00 353,664.00
31,250.00 306,000.00 8,500.00 12,100.00 36,50.00 18,50.00 12,500.00 20,250.00 15,000.00 6,50.00
RAB DAN RAP PROYEK GEDUNG endela Nako Ka#a Polo( 3 $$ Kn#) ana$ Plyood 4 $$ Tenaga kan' Kay kan' %a& Pekerja Keala kan' Mandor Sub Total 34erhead Jumlah tenaga 5 34er 1ead II 6.1 SNI 03-2835-2002
PEKERJAAN TANA1 A. alian Tanah Biasa sedalam + m (m ) Tenaga Pekerja Mandor
%h M7 %h /r
2.0000 0.080 0.150 0.060
12,500.00 50,000.00 25,000.00 50,000.00
25,000.00 4,000.00 3,50.00 3,000.00
Oh Oh Oh Oh Oh
2.000 1.000 2.000 0.800 0.050
4,500.00 42,500.00 36,000.00 45,000.00 40,000.00
+5,000.00 42,500.00 2,000.00 36,000.00 2,000.00 51,100.00 5,110.00 65,++0.00
Oh Oh
0.400 0.040
36,000.00 40,000.00
14,400.00 1,600.00 16,000.00 1,600.00 14,400.00
Oh Oh
0.1+2 0.01+
36,000.00 40,000.00
6,+12.00 60.00 ,62.00 6.20 6,+04.80
M*
1.200
Oh Oh
0.300 0.010
Sub Total 34erhead Jumlah tenaga 5 34er 1ead 6.+ SNI 03-2835-2002
6.11 SNI 03-2835-2002
B. /rugan Kembali (m ) Tenaga Pekerja Mandor Sub Total 34erhead Jumlah tenaga 5 34er 1ead ". /rugan Pasir Ba$ah Pondasi (m ) Bahan Pa()r 9r' Tenaga Pekerja
120,000.00
Sub Total
10,800.00 400.00 131,200.00
34erhead
13,120.00
Mandor
Iswati Septya (3336130275)
100,000.00
22
36,000.00 40,000.00
RAB DAN RAP PROYEK GEDUNG 118,080.00
Jumlah tenaga 5 34er 1ead III 6.6 SNI 03-2835-2002
PEKERJAAN P3N'ASI '. Pasangan Pondasi Batu Kali + P,6 7 Ps (m ) Bahan %a& %elah 15"20 #$
M*
Se$en Por&land
K'
Pa()r Pa(an' Tenaga Pekerja
M*
1.100 136.00 0 0.544
Oh
1.500
36,000.00
54,000.00
Oh Oh Oh
0.600 0.060 0.05
42,500.00 45,000.00 40,000.00
25,500.00 2,00.00 3,000.00 38+,500.00 38,+50.00 350,550.00
kan' %a& Keala kan' Mandor Sub Total 34erhead Jumlah tenaga 5 34er 1ead
85,000.00
+3,500.00
1,050.00
142,800.00
125,000.00
68,000.00
Tabel Ren!ana Anggaran Pela#sanaan
No
Jenis Pekerjaan
A 1 2 3 4
PEKERJAAN PERSIAPAN Pe$er()han /ahan Pe$a(an'an Pa'ar Se$en&ara dar) Kay &)n'') 2 $ Me$a(an' %olank Me$a(an' Paan Na$a Proyek 80:120 #$
Iswati Septya (3336130275)
23
Satua n
!olu"e
Harga Satuan (Rp)
$7 $ $ %h
308.120 2.40 38.000 1.000
5,040.00 16+,843.50 48,+52.50 353,664.00
Ju"lah Harga (Rp)
Total Harga (Rp) 38,5+4,+5+.83
1,552,+24.80 12,354,416.1+ 1,860,1+4.84 353,664.00
RAB DAN RAP PROYEK GEDUNG 5 6 8 + B 1 2 3 " 1
Me$a& d)rek() kee& ; <dan' Se$en&ara /)(&r)k dan )r Kerja Mo ; De$o la& e( Ma&er)al %aja dan %e&on a$ - ra$ lal l)n&a( dan ke(ela$a&an Kerja PEKERJAAN TANA1
$7 /( /( /( /(
24.000 1.000 1.000 1.000 1.000
65,++0.00 2,000,000.00 2,000,000.00 1,500,000.00 50,000.00
16,223,60.00 2,000,000.00 2,000,000.00 1,500,000.00 50,000.00
$* $* $*
52.88 13.1+ 3.338
14,400.00 6,+04.80 118,080.00
60,14.20 +1,122.65 3+4,151.04
$*
28.36+
350,550.00
+,+44,52.+5
1,245,420.8+
+,+44,52.+5
Tabel Re#a$itulasi RAP No I II III
Jenis Pekerjaan P=K=N P=SIPN P=K=N N> P=K=N PONDSI T3TAL J/#LA1 PPN +2 dibulat&an
Harga (Rp)
%ra*i# Kur&a RAP P(NDAI
Iswati Septya (3336130275)
24
38,5+4,+5+.83 1,245,420.8+ +,+44,52.+5 4+,85,133.6 4,+8,513.3 54,63,64.03
RAB DAN RAP PROYEK GEDUNG
+. PEKERJAAN TURAP BET(N RAB Tura$ Bet)n Tabel Analisa Harga atuan
No
Jenis Pekerjaan
Harga Satuan (Rp)
Sa t
Indeks
Oh
0.100
Bahan
Upah
Total Harga Satuan (Rp)
I PEKERJAAN PERSIAPAN A. Pembersihan Lahan (m² ) 6.8 SNI 03-2835-2002 Tenaga
Pekerja
Iswati Septya (3336130275)
25
36,000.0 0
3,600.00
RAB DAN RAP PROYEK GEDUNG Mandor
Oh
Sub Total B. Pemasangan Pagar Sementara dari Kau tinggi ! 6.1 m (m¹ ) SNI 03-2835-2002 Bahan Dolken Kay ! 8-10"400 #$ Se$en Por&land Pa()r %e&on Koral %e&on
40,000.0 0
0.050
2,000.00 5,600.00
%&' K' M* M*
1.250 2.500 0.005 0.00+
Kay 5"
M*
0.02
Pak %)a(a 2-5 e()d Tenaga
K' /&
0.060 0.400
kan' Kay
Oh
0.200
Pekerja
Oh
0.400
Keala kan'
Oh
0.020
Mandor
Oh
0.020
25,000.00 1,050.00 125,000.00 135,000.00 1,00,000.0 0 10,000.00 11,000.00
31,250.00 2,625.00 625.00 1,215.00 122,400.00 600.00 4,400.00 4,500.0 0 36,000.0 0 45,000.0 0 40,000.0 0
+,500.00 14,400.00 +00.00 800.00 188,15.00
Sub Total ". #emasang Bou$%lan& (m¹ ) 6.4 SNI 03-2835-2002 Bahan
Kay 5"
M*
0.012
Pak %)a(a 2-5
K'
0.020
Kay Paan %en'k)ra) 3"20
M*
0.00
kan' Kay
Oh
0.100
Pekerja
Oh
0.100
Keala kan'
Oh
0.010
1,00,000.0 0 10,000.00 3,541,666.0 0
20,400.00 200.00 24,+1.66
Tenaga
Iswati Septya (3336130275)
26
4,500.0 0 36,000.0 0 45,000.0
4,50.00 3,600.00 450.00
RAB DAN RAP PROYEK GEDUNG
Mandor /S
Oh
0 40,000.0 0
0.005
54,3+1.66
Sub Total '. #emasang Pa%an Nama Proe& *+! ,m (Bh) Bahan
Kay Meran&)
%&'
0.035
Pak %)a(a 2-5 Sen' /e$aran +0 #$ a& kay Se$en Por&land Pa()r %e&on Koral %e&on Tenaga
K' M K' K' M* M*
0.600 1.400 1.500 16.800 0.02 0.041
kan' Kay
Oh
1.000
kan' %a&
Oh
0.018
kan' a&
Oh
1.000
Pekerja
Oh
2.100
Mandor
Oh
1.005
Sub Total E. #embuat dire&si &eet - udang Sementara (m² ) 6.5 SNI 03-2835-2002 Bahan Dolken Kay ! 8-10"400 #$
1.250
Kay 5"
M*
0.180
Pak %)a(a 2-5 %e() S&r) Se$en Por&land Pa()r Pa(an' Pa()r %e&on Koral %e&on
K' K' K' M* M* M*
0.850 1.100 35.000 0.150 0.100 0.150
27
1,68,000.0 0 10,000.00 2,000.00 38,000.00 1,050.00 125,000.00 135,000.00
5+,045.00 6,000.00 3,800.00 5,000.00 1,640.00 3,35.00 5,535.00 4,500.0 0 42,500.0 0 42,500.0 0 36,000.0 0 40,000.0 0
4,500.00 65.00 42,500.00 5,600.00 40,200.00 3+2,+60.00
%&'
Iswati Septya (3336130275)
200.00
25,000.00 1,00,000.0 0 10,000.00 11,000.00 1,050.00 125,000.00 125,000.00 135,000.00
31,250.00 306,000.00 8,500.00 12,100.00 36,50.00 18,50.00 12,500.00 20,250.00
RAB DAN RAP PROYEK GEDUNG %a&a Merah Sen' Pla& endela Nako Ka#a Polo( 3 $$ Kn#) ana$ Plyood 4 $$ Tenaga
%h /r %h M7 %h /r
30.000 0.250 2.0000 0.080 0.150 0.060
kan' Kay
Oh
2.000
kan' %a&
Oh
1.000
Pekerja
Oh
2.000
Keala kan'
Oh
0.800
Mandor
Oh
0.050
500.00 2,000.00 12,500.00 50,000.00 25,000.00 50,000.00
15,000.00 6,50.00 25,000.00 4,000.00 3,50.00 3,000.00 4,500.0 0 42,500.0 0 36,000.0 0 45,000.0 0 40,000.0 0
Sub Total II PEKERJAAN TANA1 A. alian Tanah Biasa sedalam + m (m ) 6.1 SNI 03-2835-2002 Tenaga
Oh
0.400
Mandor
Oh
0.040
36,000.0 0 40,000.0 0
Pekerja
Oh
0.1+2
Mandor
Oh
0.01+
28
2,000.00 36,000.00 2,000.00
14,400.00 1,600.00 16,000.00
Sub Total B. /rugan Kembali (m ) 6.+ SNI 03-2835-2002 Tenaga
Iswati Septya (3336130275)
42,500.00
51,100.00
Pekerja
Sub Total ". /rugan Pasir Ba$ah Pondasi (m ) 6.11 SNI 03-2835-2002 Bahan Pa()r 9r' Tenaga
+5,000.00
36,000.0 0 40,000.0 0
6,+12.00 60.00 ,62.00
M*
1.200
100,000.00
120,000.00
RAB DAN RAP PROYEK GEDUNG Pekerja
Oh
0.300
Mandor
Oh
0.010
Sub Total III PEKERJAAN P3N'ASI A. Pasangan Pondasi Batu Kali + P,6 7 Ps (m ) 6.6 SNI 03-2835-2002 Bahan %a& %elah 15"20 #$
36,000.0 0 40,000.0 0
10,800.00 400.00 131,200.00
M*
Se$en Por&land
K'
Pa()r Pa(an' Tenaga
M*
1.100 136.00 0 0.544
Pekerja
Oh
1.500
kan' %a&
Oh
0.600
Keala kan'
Oh
0.060
Mandor
Oh
0.05
85,000.00
+3,500.00
1,050.00
142,800.00
125,000.00
68,000.00 36,000.0 0 42,500.0 0 45,000.0 0 40,000.0 0
Sub Total PEKERJAAN BET3N A. #embuat sloo9 Beton Bertulang (!Kg 6.3+ besi:be&isting) (m ) SNI 03-2835-2002 Bahan
54,000.00 25,500.00 2,00.00 3,000.00 38+,500.00
I8
Kay eren&an'
M*
0.20
Pak %)a(a 2-5 M)nyak %ek)(&)n'
K' /&
%e() %e&on olo(
K'
Kaa& %e&on
K'
Se$en Por&land
K'
Pa()r %e&on Koral %e&on
M* M*
2.000 0.600 200.00 0 3.000 323.00 0 0.520 0.80
Iswati Septya (3336130275)
29
2,000,000.0 0 10,000.00 10,000.00
540,000.00 20,000.00 6,000.00
12,000.00
2,400,000.00
13,000.00
3+,000.00
1,050.00
33+,150.00
125,000.00 135,000.00
65,000.00 105,300.00
RAB DAN RAP PROYEK GEDUNG Tenaga
Pekerja
Oh
4.850
kan' %a&
Oh
0.350
kan' Kay
Oh
1.560
kan' %e()
Oh
1.400
Keala kan'
Oh
0.331
Mandor
Oh
0.10
36,000.0 0 42,500.0 0 4,500.0 0 45,000.0 0 45,000.0 0 40,000.0 0
Kay eren&an'
M*
0.400
Pak %)a(a 2-5 M)nyak %ek)(&)n'
K' /&
%e() %e&on olo(
K'
Kaa& %e&on
K'
Se$en Por&land
K'
Pa()r %e&on Koral %e&on
M* M*
4.000 2.000 300.00 0 4.500 323.00 0 0.520 0.80
Kay %orneo %alok
M*
0.150
Plyood + $$ Dolken Kay ! 8-10"400 #$ Tenaga
/r %&'
3.500 20.000
Pekerja
Oh
.300
kan' %a&
Oh
0.350
30
14,85.00 4,100.00 63,000.00 14,8+5.00 6,800.00 3,862,20.00
Sub Total B. #embuat Kolom Beton Bertulang (;Kg 6.40 besi:be&isting) (m ) SNI 03-2835-2002 Bahan
Iswati Septya (3336130275)
14,600.00
2,000,000.0 0 10,000.00 10,000.00
800,000.00 40,000.00 20,000.00
12,000.00
3,600,000.00
13,000.00
58,500.00
1,050.00
33+,150.00
125,000.00 135,000.00 8,500,000.0 0 +5,000.00 25,000.00
65,000.00 105,300.00 1,25,000.00 332,500.00 500,000.00 36,000.0 0 42,500.0 0
262,800.00 14,85.00
RAB DAN RAP PROYEK GEDUNG kan' Kay
Oh
3.300
kan' %e()
Oh
2.100
Keala kan'
Oh
0.50
Mandor
Oh
0.250
4,500.0 0 45,000.0 0 45,000.0 0 40,000.0 0
Kay la()ah
M*
0.003
Pak %)a(a 2-5 %e() %e&on olo( Kaa& %e&on Se$en Por&land Pa()r %e&on Koral %e&on Tenaga
K' K' K' K' M* M*
0.020 3.600 0.050 5.500 0.00+ 0.015
Pekerja
Oh
0.100
kan' %a&
Oh
0.033
kan' Kay
Oh
0.033
kan' %e()
Oh
0.033
Keala kan'
Oh
0.010
Mandor
Oh
0.005
Iswati Septya (3336130275)
31
+4,500.00 25,650.00 10,000.00 ,00,025.00
Sub Total ". #embuat Ring Balo& Beton Bertulang (+<+7,m) 6.46 (m ) SNI 03-2835-2002 Bahan
Sub Total '. #embuat Plat Beton +P,6!Ps6;Kr (m ) 6.5 SNI 03-2835-2002 Bahan Se$en Por&land
156,50.00
3,000,000.0 0 10,000.00 13,000.00 13,000.00 1,050.00 125,000.00 135,000.00
+,000.00 200.00 46,800.00 650.00 5,5.00 1,125.00 2,025.00 36,000.0 0 42,500.0 0 4,500.0 0 45,000.0 0 45,000.0 0 40,000.0 0
3,600.00 1,402.50 1,56.50 1,485.00 450.00 200.00 4,280.00
K'
232.00
1,050.00
243,600.00
RAB DAN RAP PROYEK GEDUNG
Pa()r %e&on Koral %e&on Tenaga
M* M*
0 0.520 0.80
Pekerja
Oh
1.650
kan' %a&
Oh
0.250
Keala kan'
Oh
0.025
Mandor
Oh
0.080
Sub Total E. Pembesian Besi Polos dan /lir %lat beton(Kg) 6.25 SNI 03-2835-2002 Bahan %e() %e&on @Polo("9l)rA Kaa& %e&on Tenaga
125,000.00 135,000.00 36,000.0 0 42,500.0 0 45,000.0 0 40,000.0 0
1.050 0.015
Pekerja
Oh
0.00
kan' %e()
Oh
0.00
Keala kan'
Oh
0.001
Mandor
Oh
0.000
12,000.00 13,000.00
10,625.00 1,125.00 3,200.00
12,600.00 1+5.00 36,000.0 0 45,000.0 0 45,000.0 0 40,000.0 0
Sub Total 0. Pasang Be&isting untu& Plat Beton (m² ) 6.32 SNI 03-2835-2002 Bahan
252.00 315.00 31.50 12.00 13,405.50
Kay eren&an'
M*
0.040
Pak %)a(a 2-5 M)nyak %ek)(&)n'
K' /&
0.400 0.200
%alok Kay orneo
M*
0.015
Plyood &eal + $$ Dolken Kay 'ala$ ! 8-10"4 $
/r %&'
0.350 6.000
32
5+,400.00
488,250.00
K' K'
Iswati Septya (3336130275)
65,000.00 105,300.00
2,000,000.0 0 10,000.00 10,000.00 8,500,000.0 0 +5,000.00 25,000.00
80,000.00 4,000.00 2,000.00 12,500.00 33,250.00 150,000.00
RAB DAN RAP PROYEK GEDUNG Tenaga
Pekerja
Oh
0.320
kan' kay
Oh
0.330
Keala kan'
Oh
0.033
Mandor
Oh
0.006
Sub Total PEKERJAAN 'IN'IN A. Pasangan Tembo& # Bata +P,6=Ps (Trasraam) 6.11 (m² ) SNI 03-2835-2002 Bahan %a&a Merah 5 B 11 B 22 #$ Se$en Por&land Pa()r Pa(an' Tenaga
36,000.0 0 4,500.0 0 45,000.0 0 40,000.0 0
11,520.00 15,65.00 1,485.00 240.00 425,60.00
8
%h K' M*
0.000 11.500 0.043
Pekerja
Oh
0.320
kan' %a&
Oh
0.100
Keala kan'
Oh
0.010
Mandor
Oh
0.015
Sub Total B. Pasangan Tembo& # Bata +P,6;K%6+Ps (m² ) 6.15 SNI 03-2835-2002 Bahan %a&a Merah 5 B 11 B 22 #$ Se$en Por&land Pa()r Pa(an' Kar Pada$ Tenaga
Pekerja
Iswati Septya (3336130275)
33
500.00 1,050.00 125,000.00
35,000.00 12,05.00 5,35.00 36,000.0 0 42,500.0 0 45,000.0 0 40,000.0 0
11,520.00 4,250.00 450.00 600.00 6+,20.00
%h K' M* M*
0.000 4.500 0.050 0.015
Oh
0.320
500.00 1,050.00 125,000.00 45,000.00
35,000.00 4,25.00 6,250.00 65.00 36,000.0 0
11,520.00
RAB DAN RAP PROYEK GEDUNG kan' %a&
Oh
0.100
Keala kan'
Oh
0.010
Mandor
Oh
0.015
Sub Total 8I PEKERJAAN PLESTERAN 'IN'IN A. Plesteran 'inding +P,6;Ps (m² ) tebal ! mm 6.14 SNI 03-2835-2002 Bahan Se$en Por&land Pa()r Pa(an' Tenaga
10.800 0.026
Pekerja
Oh
0.250
kan' %a&
Oh
0.200
Keala kan'
Oh
0.020
Mandor
Oh
0.013
450.00 600.00
1,050.00 125,000.00
11,340.00 3,250.00 36,000.0 0 42,500.0 0 45,000.0 0 40,000.0 0
+,000.00 8,500.00 +00.00 500.00 33,4+0.00
K' M* M*
1.840 0.006 0.014
Pekerja
Oh
0.200
kan' %a&
Oh
0.150
Keala kan'
Oh
0.015
Mandor
Oh
0.010
1,050.00 45,000.00 125,000.00
1,+32.00 20.00 1,50.00 36,000.0 0 42,500.0 0 45,000.0 0 40,000.0 0
,200.00 6,35.00 65.00 400.00 18,602.00
Sub Total
Iswati Septya (3336130275)
4,250.00
63,40.00
K' M*
Sub Total B. Plesteran 'inding +P,6;K%6+Ps (m² ) tebal +7 mm 6.+ SNI 03-2835-2002 Bahan Se$en Por&land Kar Pada$ Pa()r Pa(an' Tenaga
42,500.0 0 45,000.0 0 40,000.0 0
34
RAB DAN RAP PROYEK GEDUNG
Tabel Ren!ana Anggaran Bia"a
No A 1 2 3 4 5 6 8 + B 1 2 3 " 1 ' 1 2 3 4 5 6 E 1 2 0
Jenis Pekerjaan PEKERJAAN PERSIAPAN Pe$er()han /ahan Pe$a(an'an Pa'ar Se$en&ara dar) Kay &)n'') 2 $ Me$a(an' %olank Me$a(an' Paan Na$a Proyek 80:120 #$ Me$a& d)rek() kee& ; <dan' Se$en&ara /)(&r)k dan )r Kerja Mo ; De$o la& e( Ma&er)al %aja dan %e&on a$ - ra$ lal l)n&a( dan ke(ela$a&an Kerja PEKERJAAN TANA1
Iswati Septya (3336130275)
35
Satua n
!olu"e
Harga Satuan (Rp)
Ju"lah Harga (Rp)
$7 $ $ %h $7 /( /( /( /(
308.120 2.40 38.000 1.000 24.000 1.000 1.000 1.000 1.000
5,600.00 188,15.00 54,3+1.66 3+2,+60.00 51,100.00 2,000,000.00 2,000,000.00 1,500,000.00 50,000.00
1,25,42.00 13,2,12+.10 2,066,883.16 3+2,+60.00 18,026,400.00 2,000,000.00 2,000,000.00 1,500,000.00 50,000.00
$* $* $*
52.88 13.1+ 3.338
16,000.00 ,62.00 131,200.00
844,608.00 101,24.38 43,+45.60
$*
28.36+
38+,500.00
11,04+,25.50
$7 $ $ %h $7 /(
308.120 2.40 38.000 1.000 24.000 1.000
200.00 3,35.00 31,250.00 42,500.00 131,200.00 425,60.00
3,862,20.00 ,00,025.00 4,280.00 488,250.00 13,405.50 425,60.00
$7 $
308.120 2.40
6+,20.00 63,40.00
21,343,42.40 4,616,80.80
Total Harga (Rp) 42,188,844.26
1,383,800.+8
11,04+,25.50 12,564,350.50
25,+60,280.20
11,62,048.28
RAB DAN RAP PROYEK GEDUNG 1 2
Ple(&eran D)nd)n' 1P#?3P( @$7A &eal 20 $$ Ple(&eran D)nd)n' 1P#?3K?10P( @$7A &eal 15 $$
$7 $
308.120 2.40
33,4+0.00 18,602.00
10,318,+38.80 1,353,10+.48
Tabel Re#a$itulasi RAB No I II F IF F FI
Jenis Pekerjaan P=K=N P=SIPN P=K=N N> P=K=N PONDSI P=K=N %=ON P=K=N DINDIN< P=K=N P/=S=N DINDIN< J/#LA1 PPN +2 T3TAL J/#LA1
Harga (Rp)
42,188,844.26 1,383,800.+8 11,04+,25.50 12,564,350.50 25,+60,280.20 11,62,048.28 +3,14,001.44 +,314,00.14 102,461,01.58
RAP Tura$ Bet)n Tabel Analisa Harga atuan
No
Jenis Pekerjaan
I PEKERJAAN PERSIAPAN 6.8 A. Pembersihan Lahan (m² ) SNI 03-2835-2002 Tenaga Pekerja
Iswati Septya (3336130275)
36
Sat
Oh
Indek s
0.100
Harga Satuan (Rp) Bahan
Upah
36,000.0
Total Harga Satuan (Rp)
3,600.00
RAB DAN RAP PROYEK GEDUNG
Mandor
Oh
Sub Total 34erhead Jumlah tenaga 5 34er 1ead 6.1 B. Pemasangan Pagar Sementara dari Kau tinggi ! m (m ¹ ) SNI 03-2835-2002 Bahan Dolken Kay ! 8-10"400 #$ Se$en Por&land Pa()r %e&on
0 40,000.0 0
0.050
2,000.00 5,600.00 560.00 5,040.00
%&' K' M*
1.250 2.500 0.005
25,000.00 1,050.00 125,000.00
31,250.00 2,625.00 625.00
M* M* K' /&
0.00+ 0.02 0.060 0.400
135,000.00 1,00,000.00 10,000.00 11,000.00
1,215.00 122,400.00 600.00 4,400.00
kan' Kay
Oh
0.200
Pekerja
Oh
0.400
Keala kan'
Oh
0.020
Mandor
Oh
0.020
Koral %e&on Kay 5" Pak %)a(a 2-5 e()d Tenaga
Sub Total 34erhead Jumlah tenaga 5 34er 1ead 6.4 ". #emasang Bou$%lan& (m¹ ) SNI 03-2835-2002 Bahan Kay 5" Pak %)a(a 2-5 Kay Paan %en'k)ra) 3"20
4,500.0 0 36,000.0 0 45,000.0 0 40,000.0 0
+,500.00 14,400.00 +00.00 800.00 188,15.00 18,81.50 16+,843.50
M* K' M*
0.012 0.020 0.00
kan' Kay
Oh
0.100
Pekerja
Oh
0.100
Keala kan'
Oh
0.010
1,00,000.00 10,000.00 3,541,666.00
20,400.00 200.00 24,+1.66
Tenaga
Iswati Septya (3336130275)
37
4,500.0 0 36,000.0 0 45,000.0
4,50.00 3,600.00 450.00
RAB DAN RAP PROYEK GEDUNG
Mandor
/S
Oh
Sub Total 34erhead Jumlah tenaga 5 34er 1ead '. #emasang Pa%an Nama Proe& *+! ,m (Bh) Bahan Kay Meran&) Pak %)a(a 2-5 Sen' /e$aran +0 #$ a& kay Se$en Por&land Pa()r %e&on Koral %e&on Tenaga
0.005
0.035 0.600 1.400 1.500 16.800 0.02 0.041
kan' Kay
Oh
1.000
kan' %a&
Oh
0.018
kan' a&
Oh
1.000
Pekerja
Oh
2.100
Mandor
Oh
1.005
Iswati Septya (3336130275)
38
200.00 54,3+1.66 5,43+.1 48,+52.50
%&' K' M K' K' M* M*
Sub Total 34erhead Jumlah tenaga 5 34er 1ead 6.5 E. #embuat dire&si &eet - udang Sementara (m ² ) SNI 03-2835-2002 Bahan Dolken Kay ! 8-10"400 #$ Kay 5" Pak %)a(a 2-5 %e() S&r) Se$en Por&land Pa()r Pa(an' Pa()r %e&on
0 40,000.0 0
1,68,000.00 10,000.00 2,000.00 38,000.00 1,050.00 125,000.00 135,000.00
5+,045.00 6,000.00 3,800.00 5,000.00 1,640.00 3,35.00 5,535.00 4,500.0 0 42,500.0 0 42,500.0 0 36,000.0 0 40,000.0 0
4,500.00 65.00 42,500.00 5,600.00 40,200.00 3+2,+60.00 3+,2+6.00 353,664.00
%&' M* K' K' K' M* M*
1.250 0.180 0.850 1.100 35.000 0.150 0.100
25,000.00 1,00,000.00 10,000.00 11,000.00 1,050.00 125,000.00 125,000.00
31,250.00 306,000.00 8,500.00 12,100.00 36,50.00 18,50.00 12,500.00
RAB DAN RAP PROYEK GEDUNG Koral %e&on %a&a Merah Sen' Pla& endela Nako Ka#a Polo( 3 $$ Kn#) ana$ Plyood 4 $$ Tenaga
M* %h /r %h M7 %h /r
0.150 30.000 0.250 2.0000 0.080 0.150 0.060
kan' Kay
Oh
2.000
kan' %a&
Oh
1.000
Pekerja
Oh
2.000
Keala kan'
Oh
0.800
Mandor
Oh
0.050
135,000.00 500.00 2,000.00 12,500.00 50,000.00 25,000.00 50,000.00
20,250.00 15,000.00 6,50.00 25,000.00 4,000.00 3,50.00 3,000.00 4,500.0 0 42,500.0 0 36,000.0 0 45,000.0 0 40,000.0 0
+5,000.00 42,500.00 2,000.00 36,000.00 2,000.00 51,100.00 5,110.00 65,++0.00
Sub Total 34erhead Jumlah tenaga 5 34er 1ead II PEKERJAAN TANA1 6.1 A. alian Tanah Biasa sedalam + m (m ) SNI 03-2835-2002 Tenaga Pekerja Mandor
Oh
0.400
Oh
0.040
36,000.0 0 40,000.0 0
14,400.00 1,600.00 16,000.00 1,600.00 14,400.00
Sub Total 34erhead Jumlah tenaga 5 34er 1ead 6.+ B. /rugan Kembali (m ) SNI 03-2835-2002 Tenaga Pekerja
Oh
0.1+2
Mandor
Oh
0.01+
Sub Total 34erhead
Iswati Septya (3336130275)
39
36,000.0 0 40,000.0 0
6,+12.00 60.00 ,62.00 6.20
RAB DAN RAP PROYEK GEDUNG Jumlah tenaga 5 34er 1ead 6.11 ". /rugan Pasir Ba$ah Pondasi (m ) SNI 03-2835-2002 Bahan Pa()r 9r' Tenaga
6,+04.80
M*
1.200
Pekerja
Oh
0.300
Mandor
Oh
0.010
100,000.00
120,000.00 36,000.0 0 40,000.0 0
400.00 131,200.00 13,120.00 118,080.00
Sub Total 34erhead Jumlah tenaga 5 34er 1ead III PEKERJAAN P3N'ASI 6.6 '. Pasangan Pondasi Batu Kali + P,6 7 Ps (m ) SNI 03-2835-2002 Bahan %a& %elah 15"20 #$ Se$en Por&land Pa()r Pa(an'
10,800.00
M* K' M*
1.100 136.000 0.544
Pekerja
Oh
1.500
kan' %a&
Oh
0.600
Keala kan'
Oh
0.060
Mandor
Oh
0.05
85,000.00 1,050.00 125,000.00
+3,500.00 142,800.00 68,000.00
Tenaga
36,000.0 0 42,500.0 0 45,000.0 0 40,000.0 0
25,500.00 2,00.00 3,000.00 38+,500.00 38,+50.00 350,550.00
Sub Total 34erhead Jumlah tenaga 5 34er 1ead
I8
54,000.00
PEKERJAAN BET3N
A. #embuat sloo9 Beton Bertulang (!Kg besi:be&isting) 6.3+ (m ) SNI 03-2835-2002 Bahan Kay eren&an' Pak %)a(a 2-5 M)nyak %ek)(&)n'
Iswati Septya (3336130275)
40
M*
0.20
2,000,000.00
540,000.00
K' /&
2.000 0.600
10,000.00 10,000.00
20,000.00 6,000.00
RAB DAN RAP PROYEK GEDUNG %e() %e&on olo( Kaa& %e&on Se$en Por&land
K' K' K'
200.000 3.000 323.000
12,000.00 13,000.00 1,050.00
2,400,000.00 3+,000.00 33+,150.00
Pa()r %e&on Koral %e&on Tenaga
M* M*
0.520 0.80
125,000.00 135,000.00
65,000.00 105,300.00
Pekerja
Oh
4.850
kan' %a&
Oh
0.350
kan' Kay
Oh
1.560
kan' %e()
Oh
1.400
Keala kan'
Oh
0.331
Mandor
Oh
0.10
36,000.0 0 42,500.0 0 4,500.0 0 45,000.0 0 45,000.0 0 40,000.0 0
Pak %)a(a 2-5 M)nyak %ek)(&)n' %e() %e&on olo( Kaa& %e&on Se$en Por&land Pa()r %e&on Koral %e&on Kay %orneo %alok Plyood + $$ Dolken Kay ! 8-10"400 #$
14,85.00 4,100.00 63,000.00 14,8+5.00 6,800.00 3,862,20.00 386,22.00 3,46,448.00
Sub Total 34erhead Jumlah tenaga 5 34er 1ead B. #embuat Kolom Beton Bertulang (;Kg besi:be&isting) 6.40 (m ) SNI 03-2835-2002 Bahan Kay eren&an'
14,600.00
M*
0.400
2,000,000.00
800,000.00
K' /& K' K' K' M* M* M* /r %&'
4.000 2.000 300.000 4.500 323.000 0.520 0.80 0.150 3.500 20.000
10,000.00 10,000.00 12,000.00 13,000.00 1,050.00 125,000.00 135,000.00 8,500,000.00 +5,000.00 25,000.00
40,000.00 20,000.00 3,600,000.00 58,500.00 33+,150.00 65,000.00 105,300.00 1,25,000.00 332,500.00 500,000.00
Oh
.300
Tenaga
Pekerja
Iswati Septya (3336130275)
41
36,000.0 0
262,800.00
RAB DAN RAP PROYEK GEDUNG kan' %a&
Oh
0.350
kan' Kay
Oh
3.300
kan' %e()
Oh
2.100
Keala kan'
Oh
0.50
Mandor
Oh
0.250
Sub Total 34erhead Jumlah tenaga 5 34er 1ead 6.46 ". #embuat Ring Balo& Beton Bertulang (+<+7,m) (m ) SNI 03-2835-2002 Bahan Kay la()ah Pak %)a(a 2-5 %e() %e&on olo(
6.5
42,500.0 0 4,500.0 0 45,000.0 0 45,000.0 0 40,000.0 0
14,85.00 156,50.00 +4,500.00 25,650.00 10,000.00 ,00,025.00 0,002.50 6,+30,022.50
M* K' K'
0.003 0.020 3.600
3,000,000.00 10,000.00 13,000.00
+,000.00 200.00 46,800.00
Kaa& %e&on Se$en Por&land Pa()r %e&on
K' K' M*
0.050 5.500 0.00+
13,000.00 1,050.00 125,000.00
650.00 5,5.00 1,125.00
Koral %e&on Tenaga
M*
0.015
135,000.00
2,025.00
Pekerja
Oh
0.100
kan' %a&
Oh
0.033
kan' Kay
Oh
0.033
kan' %e()
Oh
0.033
Keala kan'
Oh
0.010
Mandor
Oh
0.005
Sub Total 34erhead Jumlah tenaga 5 34er 1ead '. #embuat Plat Beton +P,6!Ps6;Kr (m )
Iswati Septya (3336130275)
42
36,000.0 0 42,500.0 0 4,500.0 0 45,000.0 0 45,000.0 0 40,000.0 0
3,600.00 1,402.50 1,56.50 1,485.00 450.00 200.00 4,280.00 ,428.00 66,852.00
RAB DAN RAP PROYEK GEDUNG SNI 03-2835-2002 Bahan Se$en Por&land Pa()r %e&on
K' M*
232.000 0.520
1,050.00 125,000.00
243,600.00 65,000.00
Koral %e&on Tenaga
M*
0.80
135,000.00
105,300.00
Pekerja
Oh
1.650
kan' %a&
Oh
0.250
Keala kan'
Oh
0.025
Mandor
Oh
0.080
Sub Total 34erhead Jumlah tenaga 5 34er 1ead 6.25 E. Pembesian Besi Polos dan /lir %lat beton(Kg) SNI 03-2835-2002 Bahan %e() %e&on @Polo("9l)rA Kaa& %e&on Tenaga Pekerja
Oh
0.00
kan' %e()
Oh
0.00
Keala kan'
Oh
0.001
Mandor
Oh
0.000
43
10,625.00 1,125.00 3,200.00
43+,425.00
1.050 0.015
Iswati Septya (3336130275)
5+,400.00
488,250.00 48,825.00
K' K'
Sub Total 34erhead Jumlah tenaga 5 34er 1ead 6.32 0. Pasang Be&isting untu& Plat Beton (m ² ) SNI 03-2835-2002 Bahan Kay eren&an' Pak %)a(a 2-5 M)nyak %ek)(&)n' %alok Kay orneo
36,000.0 0 42,500.0 0 45,000.0 0 40,000.0 0
12,000.00 13,000.00
12,600.00 1+5.00 36,000.0 0 45,000.0 0 45,000.0 0 40,000.0 0
252.00 315.00 31.50 12.00 13,405.50 1,340.55 12,064.+5
M* K' /& M*
0.040 0.400 0.200 0.015
2,000,000.00 10,000.00 10,000.00 8,500,000.00
80,000.00 4,000.00 2,000.00 12,500.00
RAB DAN RAP PROYEK GEDUNG Plyood &eal + $$ Dolken Kay 'ala$ ! 8-10"4 $ Tenaga
/r %&'
0.350 6.000
Pekerja
Oh
0.320
kan' kay
Oh
0.330
Keala kan'
Oh
0.033
Mandor
Oh
0.006
+5,000.00 25,000.00
33,250.00 150,000.00 36,000.0 0 4,500.0 0 45,000.0 0 40,000.0 0
15,65.00 1,485.00 240.00 425,60.00 42,56.00 383,103.00
Sub Total 34erhead Jumlah tenaga 5 34er 1ead
8
11,520.00
PEKERJAAN 'IN'IN
6.11 A. Pasangan Tembo& # Bata +P,6=Ps (Trasraam) (m² ) SNI 03-2835-2002 Bahan %a&a Merah 5 B 11 B 22 #$ Se$en Por&land Pa()r Pa(an'
%h K' M*
0.000 11.500 0.043
Pekerja
Oh
0.320
kan' %a&
Oh
0.100
Keala kan'
Oh
0.010
Mandor
Oh
0.015
500.00 1,050.00 125,000.00
35,000.00 12,05.00 5,35.00
Tenaga
Sub Total 34erhead Jumlah tenaga 5 34er 1ead 6.15 B. Pasangan Tembo& # Bata +P,6;K%6+Ps (m² ) SNI 03-2835-2002 Bahan %a&a Merah 5 B 11 B 22 #$ Se$en Por&land Pa()r Pa(an' Kar Pada$
Iswati Septya (3336130275)
44
36,000.0 0 42,500.0 0 45,000.0 0 40,000.0 0
11,520.00 4,250.00 450.00 600.00 6+,20.00 6,+2.00 62,343.00
%h K'
0.000 4.500
500.00 1,050.00
35,000.00 4,25.00
M* M*
0.050 0.015
125,000.00 45,000.00
6,250.00 65.00
RAB DAN RAP PROYEK GEDUNG Tenaga
Pekerja
Oh
0.320
kan' %a&
Oh
0.100
Keala kan'
Oh
0.010
Mandor
Oh
0.015
36,000.0 0 42,500.0 0 45,000.0 0 40,000.0 0
4,250.00 450.00 600.00 63,40.00 6,34.00
Sub Total 34erhead Jumlah tenaga 5 34er 1ead
8I
11,520.00
5,123.00
PEKERJAAN PLESTERAN 'IN'IN
6.14 A. Plesteran 'inding +P,6;Ps (m² ) tebal ! mm SNI 03-2835-2002 Bahan Se$en Por&land Pa()r Pa(an'
K' M*
10.800 0.026
Pekerja
Oh
0.250
kan' %a&
Oh
0.200
Keala kan'
Oh
0.020
Mandor
Oh
0.013
1,050.00 125,000.00
11,340.00 3,250.00
Tenaga
36,000.0 0 42,500.0 0 45,000.0 0 40,000.0 0
8,500.00 +00.00 500.00 33,4+0.00 3,34+.00 30,141.00
Sub Total 34erhead Jumlah tenaga 5 34er 1ead B. Plesteran 'inding +P,6;K%6+Ps (m² ) tebal +7 mm
6.+ SNI 03-2835-2002 Bahan Se$en Por&land Kar Pada$ Pa()r Pa(an'
+,000.00
K' M* M*
1.840 0.006 0.014
Pekerja
Oh
0.200
kan' %a&
Oh
0.150
1,050.00 45,000.00 125,000.00
1,+32.00 20.00 1,50.00
Tenaga
Iswati Septya (3336130275)
45
36,000.0 0 42,500.0
,200.00 6,35.00
RAB DAN RAP PROYEK GEDUNG
Keala kan'
Oh
0.015
Mandor
Oh
0.010
0 45,000.0 0 40,000.0 0
65.00 400.00 18,602.00 1,860.20 16,41.80
Sub Total 34erhead Jumlah tenaga 5 34er 1ead
Tabel Ren!ana Anggaran Pela#sanaan
No A 1 2 3 4 5 6 8 + B 1 2 3 " 1 ' 1 2 3 4
Jenis Pekerjaan PEKERJAAN PERSIAPAN Pe$er()han /ahan Pe$a(an'an Pa'ar Se$en&ara dar) Kay &)n'') 2 $ Me$a(an' %olank Me$a(an' Paan Na$a Proyek 80:120 #$ Me$a& d)rek() kee& ; <dan' Se$en&ara /)(&r)k dan )r Kerja Mo ; De$o la& e( Ma&er)al %aja dan %e&on a$ - ra$ lal l)n&a( dan ke(ela$a&an Kerja PEKERJAAN TANA1
Iswati Septya (3336130275)
46
Satua n
!olu"e
Harga Satuan (Rp)
Ju"lah Harga (Rp)
$7 $ $ %h $7 /( /( /( /(
308.120 2.40 38.000 1.000 24.000 1.000 1.000 1.000 1.000
5,040.00 16+,843.50 48,+52.50 353,664.00 65,++0.00 2,000,000.00 2,000,000.00 1,500,000.00 50,000.00
1,552,+24.80 12,354,416.1+ 1,860,1+4.84 353,664.00 16,223,60.00 2,000,000.00 2,000,000.00 1,500,000.00 50,000.00
$* $* $*
52.88 13.1+ 3.338
14,400.00 6,+04.80 118,080.00
60,14.20 +1,122.65 3+4,151.04
$*
28.36+
350,550.00
+,+44,52.+5
$7 $ $ %h
308.120 2.40 38.000 1.000
3,46,448.00 6,+30,022.50 66,852.00 43+,425.00
3,862,20.00 ,00,025.00 4,280.00 488,250.00
Total Harga (Rp) 38,5+4,+5+.83
1,245,420.8+
+,+44,52.+5 12,521,83.50