REKAPITULASI RENCANA ANGGARAN BIAYA ( RAB ) PROVINSI
:
NANGGROE ACEH DARUSSALAM
KABUPATEN
:
BIREUEN
KEGIATAN
:
PEMBANGUNAN RUMAH TYPE 75
PEKERJAAN
:
RENCANA PEMBANGUNAN RUMAH INSTRUKTUR
LOKASI
:
KECAMATAN KUTA BLANG KABUPATEN BIREUEN
NO.
PEKERJAAN
JUMLAH HARGA ( RP.)
1
2
3
I
PEKERJAAN PERSIAPAN
1,600,000.00
II
PEKERJAAN PONDASI
9,000,800.00
III
PEKERJAAN BETON BERTULANG
25,754,000.00
IV
PEKERJAAN PASANGAN DAN PLASTERAN
22,269,000.00
V
PEKERJAAN LANTAI
VI
PEKERJAAN ATAP DAN PLAFOND
29,549,960.00
VII
PEKERJAAN KUSEN PINTU DAN JENDELA
13,862,000.00
VIII
PEKERJAAN PENGEATAN
8,531,450.00
I!
PEKERJAAN PENGUNI DAN PENGANTUNG
1,807,000.00
!
PEKERJAAN INSTALASI LISTRIK
3,847,000.00
!I
PEKERJAAN SANITASI
!II
PEKERJAAN LAIN"LAIN
6,703,400.00
15,300,000.00 500,000.00
JUMLAH
13!72"!#1$.$$
PEMBULATAN
Terbilang
:
13!72"!$$$.$$
Seratus tiga puluh delapan juta tujuh ratus dua puluh empat ribu rupiah.
TOTAL REKAPITULASI PROYEK USULAN PEMBANGUNAN GEDUNG PESANTREN KAB. BIREUEN PEKERJAAN PEMBANGUNAN GEDUNG PESANTREN DARUSSA%DAH KABUPATEN KABUPATEN BIREUEN & PROPINSI NANGGROE ACEH DARUSSALAM PEKERJAAN
:
Pembangunn Gedung Pesantren Kecamatan Kuta Blang Kab. Breuen
LOKASI
:
Kulu Kuta Kec. Kuta Blang Kab. Breuen
A
BANGUNAN RU2A3 T4PE ', ........................
! R".
#$%&'()&***.**
B
BANGUNAN ASRA2A ....................... ................................... ............
! R".
)#'&*%)&***.**
! R".
,,,&%*%&***.**
! R". R".
,,,&% ,,&%* **&* *&***.* **.** *
Jumla+ Nla Nla T-tal -tal Selu Seluru ru+ + Bang Bangun una an
Terblang :
/bu /bula lat0 t0a an.
Lma ratus lma "ulu+ lma 1uta dela"an ratus rbu ru"a+.
RENCANA REN CANA ANGGARAN BIAY BIAYA ( RAB )
N'.
U*+ P,-,+
V'/0,
1
2
3
I.
PEKE PEKERJ RJAA AAN N PER PERSIAP SIAPAN AN
1 2
P#$%#&'()*+ L**+-*+ P#+-//&*+ *+ P#$*'*+-*+ B*+
'. '.
H S0+
J0/4
4
5
600,000.00 1,000,000.00 S0 T'/
II. II.
PEKE PEKERJ RJAA AAN N PON PONDASI DASI
1 2 3 4 5 6 7
G*(*+ *+*) +*'( $#+#&/' U&/-*+ #$%*( 14 -*(*+ U&/-*+ *+*) %**) *+*( U&/-*+ *'(& %**) *+*( U&/-*+ *'(& %**) +*'( P##&**+ %*/ '+P##&**+ %#+ +*'( %*/ *(
64.56 16.15 7.76 7.76 3 .2 5.31 28.2
$ $ $ $ $ $ $
25,000.00 15,000.00 80,000.00 82,000.00 82,000.00 226,000.00 157,000.00 S0 T'/
III. III.
1 2 3 4 5
1 2 3 4
1.77 2.07 1.2 1.77 0.32
$ $ $ $ $
3,400,000.00 3,400,000.00 3,400,000.00 3,400,000.00 3,400,000.00
V.
PEKE PEKERJ RJAA AAN N LAN LANT TAI
1 2
L*+*( #&*$( 30 ; 30 L*+*( #&*$( 20 ; 20
47.2 160.3 94.4 320.6
$: $: $: $:
67,000.00 60,000.00 22,000.00 20,000.00
72.2 5.46
$: $:
83,000.00 130,000.00 S0 T'/
1 2 3 4 5 6
1,614,000.00 240,200.00 620,800.00 636,000.00 262,400.00 1,200,000.00 4,427,400.00 6!$$$!$$.$$
6,018,000.00 7,038,000.00 4,800,000.00 6,018,000.00 1,880,000.00 25!75"!$$$.$$
PEKERJAA PEKERJAAN N PASAN PASANGAN GAN DAN PLASTERA PLASTERAN N
P*'*+-*+ %*/ %** 12 P*'*+-*+ %*/ %** 14 P*'#&*+ (+(+- 12 P*'#&*+ (+(+- 14
S0 T'/
VI.
1!#$$!$$$.$$
PEKER PEKERJAA JAAN N BETO BETON N BER BERTUL TULAN ANG G
B#+ ' B#+ %* +'/ B#+ $ (+/ B#+ &#+- %* K/* " /* %#+ %#&/*+-
S0 T'/ IV. IV.
600,000.00 1,000,000.00
3,162,400.00 9,618,000.00 2,076,800.00 6,412,000.00 22!2#6!$$$.$$
5,992,600.00 709,800.00 #!7$2!"$$.$$
PEKER PEKERJAA JAANA NAT TAP DAN DAN PLAO PLAOND ND
K*
13.575 103.153 27.158 211.700 52.262 2.970
$: $: $: $: $: $:
101,484.38 92,058.75 33,166.00 29,077.50 181,396.88 221,807.75 S0 T'/
1,377,650.39 9,496,090.21 900,705.65 6,155,706.75 9,480,095.46 658,852.20 E:522
VII. PEKERJAA PEKERJAAN N KOSEN KOSEN PINTU PINTU JENDE JENDELA LA
1 2 3 4 5
K*
1.07 7 17 1 21
$ %) %) %) %)
5,600,000.00 400,000.00 170,000.00 500,000.00 80,000.00 S0 T'/
5,992,000.00 2,800,000.00 2,890,000.00 500,000.00 1,680,000.00 13!#2!$$$.$$
VIII. PEKERJAA PEKERJAAN N PENG PENGECA ECAT TAN
1 2 3 4 5
* K'#+ (+/, #+#*, ('*+, * (+(+- #$% * * + + * %* +'/ R#'( '(/ / /* " /*
36.50 415 72.2 20.7 '
$: $: $: $:
22,300.00 15,000.00 15,000.00 15,000.00 100,000.00 S0 T'/
I8.
1 2 3 4 5
813,950.00 6,225,000.00 1,083,000.00 310,500.00 100,000.00 !532!"5$.$$
PEKERJAA PEKERJAAN N PENGUN PENGUNCI CI DAN PENGAN PENGANTUN TUNG G
K/+=( *+*$ 2 '*E+-'# (+/ E+-'# #+#* P*= #+#* G&#+# #+#*
9 20 34 7 7
%) %) %) %) %)
95,000.00 20,000.00 15,000.00 3,000.00 3,000.00 S0 T'/
8.
PEKER PEKERJAA JAAN N INST INSTALASI ALASI LISTR LISTRIK IK
1 2 3 4 5 6 7
B(*<* #+<*$%/+-*+ %*&/ 4 *$#& B; >##&(+S**& -*+* '#*&* %&= L*$/ )(( 25 * K*%# *+ (* ')*&(+I+/ *$/ *+*$ L*$/ TL 40 *
' 1 2 10 ' 10 2
%) %) %) %) %)
2,000,000.00 85,000.00 25,500.00 42,000.00 500,000.00 50,000.00 85,500.00 S0 T'/
855,000.00 400,000.00 510,000.00 21,000.00 21,000.00 1!$7!$$$.$$
2,000,000.00 85,000.00 51,000.00 420,000.00 500,000.00 500,000.00 171,000.00 3!727!$$$.$$
N'.
U*+ P,-,+
V'/0,
1
2
3
8I.
PEKERJAAN SANITASI
1 2 3 4 5 6 7 8 9 10 11
P*' (+'**'( *(& P*' &*+ *(& P*' &*+ *'*# P#$*'*+-*+ (* #$%/*+-*+ *(& %* P*' '*&(+-*+ *$*& $*+( T#$* '*%/+ #&*$( P*' '# +- #&*$( P*' (* Ø 3 inci + acsesoris P*' (* Ø 4 inci + acsesoris @#'*# S#(=*+
10 5 3 3 3 3 2 10 10 2 2
%) %) %) %) %) %) ? ? %) /+(
H S0+
J0/4
4
5
150,000.00 30,000.00 50,000.00 15,000.00 20,000.00 125,000.00 160,000.00 45,000.00 55,000.00 850,000.00 5,000,000.00 S0 T'/
1,500,000.00 150,000.00 150,000.00 45,000.00 60,000.00 375,000.00 320,000.00 450,000.00 550,000.00 1,700,000.00 10000000 15!3$$!$$$.$$
ANALISA REN5ANA ANGGARAN BIA4A
1
An.Suplemen 5.a Analisa Pekerjaan Rangka Kuda-Kuda Type K 1 ( baja ringan )
Bj. R.C 74.34,34.0.75
=
21.298 m1
@ Rp.
24,500.00 Rp
521,801.00
Sekrup
=
30.000 bh
@ Rp.
950.00 Rp
28,500.00
Kepala tk. Be!
=
0.038 "r#
@ Rp.
$7,500.00 Rp
2,531.25
%k. Be!
=
0.375 "r#
@ Rp.
$0,000.00 Rp
22,500.00
&ekerja
=
1.500 "r#
@ Rp.
43,000.00 Rp
$4,500.00
'a()"r
=
0.075 "r#
@ Rp.
48,000.00 Rp
3,$00.00
Rp.
"#$%#$&.&5
Total Analisa Pekerjaan Rangka Kuda-Kuda Type K1b! &
jumla!
An.Suplemen 5.b Analisa Pekerjaan Rangka Kuda-Kuda Type K & ( baja ringan )
Bj. R.C 74.34,34.0.75
=
17.1 m1
@ Rp.
24,500.00 Rp
417,970.00
Sekrup
=
12 bh
@ Rp.
950.00 Rp
11,400.00
Kepala tk. Be!
=
0.038 "r#
@ Rp.
$7,500.00 Rp
2,531.25
%k. Be!
=
0.375 "r#
@ Rp.
$0,000.00 Rp
22,500.00
&ekerja
=
1.500 "r#
@ Rp.
43,000.00 Rp
$4,500.00
'a()"r
=
0.075 "r#
@ Rp.
48,000.00 Rp
3,$00.00
Rp.
5&&%5'1.&5
Total Analisa Pekerjaan Rangka Kuda-Kuda Type K&b! $
jumla!
An.Suplemen 5. Analisa Pekerjaan Rangka Kuda-Kuda Type K $ ( baja ringan )
Bj. R.C 74.34,34.0.75
=
11.4 m1
@ Rp.
24,500.00 Rp
279,545.00
Sekrup
=
18 bh
@ Rp.
950.00 Rp
17,100.00
Kepala tk. Be!
=
0.038 "r#
@ Rp.
$7,500.00 Rp
2,531.25
%k. Be!
=
0.375 "r#
@ Rp.
$0,000.00 Rp
22,500.00
&ekerja
=
1.500 "r#
@ Rp.
43,000.00 Rp
$4,500.00
'a()"r
=
0.075 "r#
@ Rp.
48,000.00 Rp
3,$00.00
Rp.
$*%++".&5
Total Analisa Pekerjaan Rangka Kuda-Kuda Type K&b! #
jumla!
An.Suplemen 5.d Analisa Pekerjaan Rangka Kuda-Kuda Type K # ( baja ringan )
Bj. R.C 74.34,34.0.75
=
$.1 m1
@ Rp.
24,500.00 Rp
150,$2$.00
Sekrup
=
15 bh
@ Rp.
950.00 Rp
14,250.00
Kepala tk. Be!
=
0.038 "r#
@ Rp.
$7,500.00 Rp
2,531.25
%k. Be!
=
0.375 "r#
@ Rp.
$0,000.00 Rp
22,500.00
&ekerja
=
1.500 "r#
@ Rp.
43,000.00 Rp
$4,500.00
'a()"r
=
0.075 "r#
@ Rp.
48,000.00 Rp
3,$00.00
Rp.
&5%''+.&5
Total Analisa Pekerjaan Rangka Kuda-Kuda Type K#b! 5
jumla!
An.Suplemen " Analisa Pekerjaan ,ording aja Ringanm&
*"r)!(# +Bj..-.50 / 44,
=
3 m1
@ Rp.
19,500.00 Rp
58,500.00
Sekrup
=
$ bh
@ Rp.
850.00 Rp
5,100.00
Kepala tk. Be!
=
0.011 "r#
@ Rp.
$7,500.00 Rp
742.50
%k. Be!
=
0.110 "r#
@ Rp.
$0,000.00 Rp
$,$00.00
&ekerja
=
0.100 "r#
@ Rp.
43,000.00 Rp
4,300.00
'a()"r
=
0.005 "r#
@ Rp.
48,000.00 Rp
240.00
Analisa Pekerjaan ,ording aja Ringanm&
jumla!
Rp.
+5%#&.5'
"
An.Suplemen + Analisa Pekerjaan Pasang isplank /las!ing lbr.&' mm
lah!(# ..55 / 445 t = 0.30mm
=
1.000 m1
@ Rp.
2$,500.00 Rp
2$,500.00
&aku -!(alum
=
0.150 bh
@ Rp.
1,000.00 Rp
150.00
Kepala tk. Be!
=
0.012 "r#
@ Rp.
$7,500.00 Rp
810.00
%k. Be!
=
0.120 "r#
@ Rp.
$0,000.00 Rp
7,200.00
&ekerja
=
0.110 "r#
@ Rp.
43,000.00 Rp
4,730.00
'a()"r
=
0.00$ "r#
@ Rp.
48,000.00 Rp
2$4.00
Rp.
$*%"5#.''
Total Analisa Pekerjaan Pasang isplank /las!ing lbr.&' mm +
jumla!
An.0. Analisa Pekerjaan Atap inalum T2 '%$'mmm& atau yang setara
tap !(alum t= 0.30 mm
=
1 m2
@ Rp.
85,000.00 Rp
85,000.00
&aku -!(alum
=
9 bh
@ Rp.
1,000.00 Rp
9,000.00
Kepala tk. Be!
=
0.005 "r#
@ Rp.
$7,500.00 Rp
337.50
%k. Be!
=
0.050 "r#
@ Rp.
$0,000.00 Rp
3,000.00
&ekerja
=
0.100 "r#
@ Rp.
43,000.00 Rp
4,300.00
'a()"r
=
0.005 "r#
@ Rp.
48,000.00 Rp
240.00
Rp.
1'1%++.5'
Total Analisa Pekerjaan Atap inalum T2 '%$'mmm& atau yang setara
jumla!
An.0.* A3A4SA PKR6AA3 773,A3 43,8A79 Analisa Pekerjaan Pasang ubungan inalum T2'%$mmm
"k atap !(alum t = 0.30mm
=
1 m1
@ Rp.
25,500.00 Rp
25,500.00
&aku -!(alum
=
$ k#
@ Rp.
1,000.00 Rp
$,000.00
Kepala tk. ka6u
=
0.005 "r#
@ Rp.
$7,500.00 Rp
337.50
%k. ka6u
=
0.050 "r#
@ Rp.
$0,000.00 Rp
3,000.00
&ekerja
=
0.100 "r#
@ Rp.
43,000.00 Rp
4,300.00
'a()"r
=
0.005 "r#
@ Rp.
48,000.00 Rp
240.00
Rp.
$*%$++.5'
Total Analisa Pekerjaan Pasang ubungan inalum T2'%$mmm
jumla!
ANALISA REN5ANA ANGGARAN BIA4A
#
SNI *$6(%$,6(**( 6 ( 6 a # 2$ Galan tana+ basa sedalam # meter Tenaga 6 Pekerja 6 Tukang a!i 6 $epa!a Tukang 6 %an&or
0.400 0.000 0.000 0.040
Oh Oh Oh Oh
x x x x
Rp. Rp. Rp. Rp.
43,000.00 "7,#00.00 "7,#00.00 4',000.00
= Rp. = Rp. = Rp. = Rp. = Rp.
17,200.00 0.00 0.00 1,(20.00 1(,120.00
43,000.00 "7,#00.00 "7,#00.00 4',000.00
= Rp. = Rp. = Rp. = Rp. = Rp.
',2#".00 0.00 0.00 (12.00 (,1"'.00
7#,000.00 = Rp. )u*!ah 1= Rp.
(0,000.00 (0,000.00
)u*!ah (
SNI *$6(%$,6(**( 6 ( 6 # 2$ Urugan 0embal Tenaga 6 Pekerja 6 Tukang a!i 6 $epa!a Tukang 6 %an&or
0.1(2 0.000 0.000 0.01(
Oh Oh Oh Oh
x x x x
Rp. Rp. Rp. Rp. )u*!ah
$
SNI *$6(%$,6(**( 6 ( 6 1 # 2$ Tmbunan 8 Pemadatan Tana+ Bahan 6 Tanah Ti*un
6 6 6 6
Pekerja Tukang a!i $epa!a Tukang %an&or
1.200 %3
x Rp.
0.#00 0.000 0.000 0.0#0
x x x x
Oh Oh Oh Oh
Rp. Rp. Rp. Rp.
43,000.00 "7,#00.00 "7,#00.00 4',000.00 )u*!ah )u*!ah 1- + 2-
)
= Rp. = Rp. = Rp. = Rp. = Rp. = R p.
21,#00.00 0.00 0.00 2,400.00 23,(00.00 113,(00.00
SNI *$6(%$,6(**( 6 ( 6 0 # 2$ Urugan "asr Bahan
1.200 %3
x Rp.
'#,000.00 = Rp. )u*!ah 1= Rp.
102,000.00 102,000.00
0.300 0.000 0.000 0.010
x x x x
Rp. Rp. Rp. Rp.
43,000.00 = Rp. "7,#00.00 = Rp. "7,#00.00 = Rp. 4',000.00 = Rp. )u*!ah 2= Rp. )u*!ah 1- + 2= R p.
12,(00.00 0.00 0.00 4'0.00 13,3'0.00 11#,3'0.00
# 2$ Pasang "-ndas batu 0al& # Pc : $ Ps Bahan 6 a/u $a!iunung 1.100 %3 6 e*en Por/!an& 202.000 $g 6 Pasir Pasang 0.4'# %3
x Rp. x Rp. x Rp.
1"#,000.00 = Rp. 1,3"2.#0 = Rp. 14#,000.00 = Rp. )u*!ah 1= Rp.
1'1,#00.00 27#,22#.00 70,32#.00 #27,0#0.00
Tenaga 6 Pekerja 6 Tukang a/u 6 $epa!a Tukang 6 %an&or
x x x x
43,000.00 = Rp. "0,000.00 = Rp. "7,#00.00 = Rp. 4',000.00 = Rp. )u*!ah 2= Rp. )u*!ah 1- + 2= R p.
"4,#00.00 3",000.00 4,0#0.00 3,"00.00 10',1#0.00 "3#,200.00
6 Pasir urug Tenaga 6 Pekerja 6 Tukang a!i 6 $epa!a Tukang 6 %an&or
,
Oh Oh Oh Oh
SNI *$6(%$76(**( 6 d
1.#00 0."00 0.0"0 0.07#
Oh Oh Oh Oh
Rp. Rp. Rp. Rp.
7
'
%
9
SNI *$6(%$76(**( 6 n # 2$ Pasang "-ndas batu 0-s-ng Bahan 6 a/u $a!iunung 6 Pasir urug
1.200 %3 0.300 %3
x Rp. x Rp.
1"#,000.00 = Rp. '#,000.00 = Rp. )u*!ah 1= Rp.
1(',000.00 2#,#00.00 223,#00.00
Tenaga 6 Pekerja 6 Tukang a/u 6 $epa!a Tukang 6 %an&or
0.7'0 0.3(0 0.03( 0.03(
x x x x
Rp. Rp. Rp. Rp.
43,000.00 = Rp. "0,000.00 = Rp. "7,#00.00 = Rp. 4',000.00 = Rp. )u*!ah 2= Rp. )u*!ah 1- + 2= R p.
33,#40.00 23,400.00 2,"32.#0 1,'72.00 "1,444.#0 2'4,(44.#0
# 2( Pasangan bata mera+ tebal # bata& # Pc : ( Ps Bahan 6 a/u a/a 140.000 h 6 e*en por/!an& 43.#00 $g 6 Pasir pasang 0.0'0 %3
x Rp. x Rp. x Rp.
700.00 = Rp. 1,3"2.#0 = Rp. 14#,000.00 = Rp. )u*!ah 1= Rp.
(',000.00 #(,2"'.7# 11,"00.00 1"','"'.7#
Tenaga 6 Pekerja 6 Tukang a/u 6 $epa!a Tukang 6 %an&or
x x x x
Rp. Rp. Rp. Rp.
43,000.00 = Rp. "0,000.00 = Rp. "7,#00.00 = Rp. 4',000.00 = Rp. )u*!ah 2= Rp. )u*!ah 1- + 2= R p.
27,(#0.00 12,000.00 1,3#0.00 1,440.00 42,740.00 211,"0'.7#
# 2( Pasangan bata mera+ tebal #( bata& # Pc : ( Ps Bahan 6 a/u a/a 70.000 h 6 e*en por/!an& 1'.(#0 $g 6 Pasir pasang 0.03' %3
x Rp. x Rp. x Rp.
700.00 = Rp. 1,3"2.#0 = Rp. 14#,000.00 = Rp. )u*!ah 1= Rp.
4(,000.00 2#,'1(.3' #,#10.00 '0,32(.3'
Tenaga 6 Pekerja 6 Tukang a/u 6 $epa!a Tukang 6 %an&or
x x x x
Rp. Rp. Rp. Rp.
43,000.00 = Rp. "0,000.00 = Rp. "7,#00.00 = Rp. 4',000.00 = Rp. )u*!ah 2= Rp. )u*!ah 1- + 2= R p.
13,7"0.00 ",000.00 "7#.00 720.00 21,1##.00 101,4'4.3'
0.043 %3
x Rp. x Rp. x Rp.
700.00 = Rp. 1,3"2.#0 = Rp. 14#,000.00 = Rp. )u*!ah 1= Rp.
4(,000.00 1#,""'.7# ",23#.00 70,(03.7#
0.320 0.100 0.010 0.01#
x x x x
43,000.00 = Rp. "0,000.00 = Rp. "7,#00.00 = Rp. 4',000.00 = Rp. )u*!ah 2= Rp. )u*!ah 1- + 2= Rp.
13,7"0.00 ",000.00 "7#.00 720.00 21,1##.00 (2,0#'.7#
Oh Oh Oh Oh
SNI *$6(%$'6(**( 6 # 6 b
0."#0 0.200 0.020 0.030
Oh Oh Oh Oh
SNI *$6(%$'6(**( 6 # 6
0.320 0.100 0.010 0.01#
Oh Oh Oh Oh
SNI *$6(%$'6(**( 6 # 6 0 # 2( Pasangan bata mera+ tebal #( bata& # Pc : ) Ps Bahan 6 a/u a/a 70.000 h 6 e*en por/!an& 11.#00 $g 6 Pasir pasang Tenaga 6 Pekerja 6 Tukang a/u 6 $epa!a Tukang 6 %an&or
Oh Oh Oh Oh
Rp. Rp. Rp. Rp.
#* SNI *$6(%$'6(**( 6 (6 b # 2( Plesteran # Pc : ( Ps& tebal #, mm Bahan 6 e*en por/!an& 6 Pasir pasang
'.#20 $g 0.017 %3
x Rp. x Rp.
1,3"2.#0 = Rp. 14#,000.00 = Rp. )u*!ah 1= Rp.
11,"0'.#0 2,4"#.00 14,073.#0
Tenaga 6 Pekerja 6 Tukang a/u 6 $epa!a Tukang 6 %an&or
0.200 0.1#0 0.01# 0.010
x x x x
Rp. Rp. Rp. Rp.
43,000.00 = Rp. "0,000.00 = Rp. "7,#00.00 = Rp. 4',000.00 = Rp. )u*!ah 2= Rp. )u*!ah 1- + 2= Rp.
',"00.00 (,000.00 1,012.#0 4'0.00 1(,0(2.#0 33,1"".00
Oh Oh Oh Oh
## SNI *$6(%$'6(**( 6 (6 d # 2( Plesteran # Pc : ) Ps& tebal #, mm Bahan 6 e*en por/!an& 6 Pasir pasang
#.200 $g 0.02 %3
x Rp. x Rp.
1,3"2.#0 = Rp. 14#,000.00 = Rp. )u*!ah 1= Rp.
7,0'#.00 2,(00.00 (,('#.00
Tenaga 6 Pekerja 6 Tukang a/u 6 $epa!a Tukang 6 %an&or
0.200 0.1#0 0.01# 0.010
x x x x
Rp. Rp. Rp. Rp.
43,000.00 = Rp. "0,000.00 = Rp. "7,#00.00 = Rp. 4',000.00 = Rp. )u*!ah 2= Rp. )u*!ah 1- + 2= Rp.
',"00.00 (,000.00 1,012.#0 4'0.00 1(,0(2.#0 2(,077.#0
x Rp.
3,7#0,000.00 = Rp. )u*!ah 1= Rp.
4,#00,000.00 4,#00,000.00
x x x x
43,000.00 = Rp. "0,000.00 = Rp. "7,#00.00 = Rp. 4',000.00 = Rp. )u*!ah 2= Rp. )u*!ah 1- + 2= Rp.
2#',000.00 1,0'0,000.00 13#,000.00 14,400.00 1,4'7,400.00 #, ('7, 400.0 0
2,'00,000.00 = Rp. 14,#00.00 = Rp. )u*!ah 1= Rp.
33,"00.00 1,4#0.00 3#,0#0.00
43,000.00 = Rp. "0,000.00 = Rp. "7,#00.00 = Rp. 4',000.00 = Rp. )u*!ah 2= Rp. )u*!ah 1- + 2= Rp.
",4#0.00 1#,000.00 1,"'7.#0 3,"00.00 2",737.#0 "1,7'7.#0
Oh Oh Oh Oh
#( SNI *$6$)$)6(**( 6 b # 2@ Pasang 0usen "ntu dan 1endela 0a?u Klas II Bahan 6 $au $!as , a!ok
Tenaga 6 Pekerja 6 Tukang $au 6 $epa!a Tukang 6 %an&or
1.200 %3
".000 1'.000 2.000 0.300
Oh Oh Oh Oh
Rp. Rp. Rp. Rp.
#$ SNI *$6$)$)6(**( 6 an # 2; Pasang rang0a langt6langt <#&** = #&**> m& 0a?u Klas III Bahan 6 $au k!as , a!ok 0.012 %3 x Rp. 6 Paku iasa 2 5 # 0.100 $g x Rp.
Tenaga 6 Pekerja 6 Tukang $au 6 $epa!a Tukang 6 %an&or
0.1#0 0.2#0 0.02# 0.07#
Oh Oh Oh Oh
x x x x
Rp. Rp. Rp. Rp.
#) Analsa ba?a 0-nstru0s "e0er1aan bet-n SNI *$6$)$,6(**( 6 a # 2@ 2embuat bet-n tumbu0& # Pc : $ Ps : , Kr Bahan 6 e*en por/!an& 21'.000 $g 6 Pasir e/on 0.#20 %6 6 $ora! e/on 0.'70 %6
Tenaga 6 Pekerja 6 Tukang a/u 6 $epa!a Tukang 6 %an&or
1."#0 0.2#0 0.02# 0.0'0
#, SNI *$6$)$,6(**( 6 d # 2@ 2embuat lanta 0er1a bet-n tumbu0& # Pc : $ Bahan 6 e*en por/!an& 10.000 6 Pasir e/on 0.02" 6 $ora! e/on 0.044
Tenaga 6 Pekerja 6 Tukang a/u 6 $epa!a Tukang 6 %an&or
#7 SNI *$6$)$,6(**( 6 a # 2@ 2embuat bet-n c-r # : ( : $ Bahan 6 e*en por/!an& 6 Pasir e/on 6 $ora! e/on
Tenaga 6 Pekerja 6 Tukang a/u 6 $epa!a /ukang 6 %an&or
1.1#0 0.020 0.002 0.00"
Oh Oh Oh Oh
0.007 0.007 0.0007 0.0003
2(7,02#.00 7#,400.00 12",1#0.00 4(',#7#.00
x x x x
43,000.00 = Rp. "0,000.00 = Rp. "7,#00.00 = Rp. 4',000.00 = Rp. )u*!ah 2= Rp. )u*!ah 1- + 2= R p.
70,(#0.00 1#,000.00 1,"'7.#0 3,'40.00 (1,477.#0 #(0,0#2.#0
Rp. Rp. Rp. Rp.
$g %6 %6
x Rp. x Rp. x Rp.
1,3"2.#0 = Rp. 14#,000.00 = Rp. 120,000.00 = Rp. )u*!ah 1= Rp.
13,"2#.00 3,770.00 #,2'0.00 22,"7#.00
Oh Oh Oh Oh
x x x x
Rp. Rp. Rp. Rp.
43,000.00 = Rp. "0,000.00 = Rp. "7,#00.00 = Rp. 4',000.00 = Rp. )u*!ah 2= Rp. )u*!ah 1- + 2= Rp.
4(,4#0.00 1,200.00 13#.00 2''.00 #1,073.00 73,74'.00
x Rp. x Rp. x Rp.
1,3"2.#0 = Rp. 14#,000.00 = Rp. 120,000.00 = Rp. )u*!ah 1= Rp.
31",100.00 7#,400.00 (3,"00.00 4'#,100.00
x x x x
Rp. Rp. Rp. Rp.
43,000.00 = Rp. "0,000.00 = Rp. "7,#00.00 = Rp. 4',000.00 = Rp. )u*!ah 2= Rp. )u*!ah 1- + 2= R p.
70,(#0.00 1#,000.00 1,"'7.#0 3,'40.00 (1,477.#0 #7",#77.#0
x Rp. x Rp.
14,#00.00 = Rp. 1",#00.00 = Rp. )u*!ah 1= Rp.
1#,22#.00 247.#0 1#,472.#0
x x x x
43,000.00 = Rp. "0,000.00 = Rp. "7,#00.00 = Rp. 4',000.00 = Rp. )u*!ah 2= Rp. )u*!ah 1- + 2= Rp.
301.00 420.00 47.2# 14.40 7'2."# 1",2##.1#
Oh Oh Oh Oh
#' SNI *$6$)$,6(**( 6 ? # Kg Pembesan dengan bes "-l-s atau bes ulr Bahan 6 esi e/on po!os1.0#0 $g 6 $aa/ e/on 0.01# $g
Tenaga 6 Pekerja 6 Tukang esi 6 $epa!a /ukang 6 %an&or
1,3"2.#0 = Rp. 14#,000.00 = Rp. 14#,000.00 = Rp. )u*!ah 1= Rp.
Ps : , Kr
232.000 $g 0.#20 %6 0.7'0 %6
1."#0 0.2#0 0.02# 0.0'0
x Rp. x Rp. x Rp.
Oh Oh Oh Oh
Rp. Rp. Rp. Rp.
#% SNI *$6$)$,6(**( 6 ab # 2; Pasang be0stng untu0 "-ndas Bahan 6 $au ekis/ing 6 Paku iasa 2 5 # 6 %inak ekis/ing Tenaga 6 Pekerja 6 Tukang $au 6 $epa!a /ukang 6 %an&or
5
0.040 %6 0.300 $g 0.100 8/
x Rp. x Rp. x Rp.
1,'00,000.00 = Rp. 14,#00.00 = Rp. (,#00.00 = Rp. )u*!ah 1= Rp.
72,000.00 4,3#0.00 (#0.00 77,300.00
0.300 0.2"0 0.02" 0.00#
x x x x
Rp. Rp. Rp. Rp.
43,000.00 = Rp. "0,000.00 = Rp. "7,#00.00 = Rp. 4',000.00 = Rp. )u*!ah 2= Rp. )u*!ah 1- + 2= R p. 14 x 1 + 2 = Rp.
12,(00.00 1#,"00.00 1,7##.00 240.00 30,4(#.00 107,7(#.00 2",(4'.7#
0.04# %6 0.300 $g 0.100 8/
x Rp. x Rp. x Rp.
1,'00,000.00 = Rp. 14,#00.00 = Rp. (,#00.00 = Rp. )u*!ah 1= Rp.
'1,000.00 4,3#0.00 (#0.00 '",300.00
0.300 0.2"0 0.02" 0.00#
Oh Oh Oh Oh
x x x x
Rp. Rp. Rp. Rp.
43,000.00 = Rp. "0,000.00 = Rp. "7,#00.00 = Rp. 4',000.00 = Rp. )u*!ah 2= Rp. )u*!ah 1- + 2= R p. 14 x 1 + 2 = Rp.
12,(00.00 1#,"00.00 1,7##.00 240.00 30,4(#.00 11",7(#.00 2(,1('.7#
0.040 0.400 0.200 0.01# 0.3#0 2.000
%6 $g 8/ %6 8r /g
x x x x x x
Rp. Rp. Rp. Rp. Rp. Rp.
1,'00,000.00 = 14,#00.00 = (,#00.00 = 3,4#0,000.00 = (#,000.00 = 17,#00.00 = )u*!ah 1=
Rp. Rp. Rp. Rp. Rp. Rp. Rp.
72,000.00 #,'00.00 1,(00.00 #1,7#0.00 33,2#0.00 3#,000.00 1((,700.00
0.300 0.330 0.033 0.00"
Oh Oh Oh Oh
x x x x
Rp. Rp. Rp. Rp.
43,000.00 = Rp. "0,000.00 = Rp. "7,#00.00 = Rp. 4',000.00 = Rp. )u*!ah 2= Rp. )u*!ah 1- + 2= R p. 14 x 1 + 2 = Rp.
12,(00.00 1(,'00.00 2,227.#0 2''.00 3#,21#.#0 234,(1#.#0 #',72'.''
Oh Oh Oh Oh
9su*si 4 ka!i pe*akaian ekis/ing
#9 SNI *$6$)$,6(**( 6 ac # 2; Pasang be0stng untu0 sl-- Bahan 6 $au /eren/ang 6 Paku iasa 2 5 # 6 %inak ekis/ing
Tenaga 6 Pekerja 6 Tukang $au 6 $epa!a /ukang 6 %an&or
5 9su*si 4 ka!i pe*akaian ekis/ing (* SNI *$6$)$,6(**( 6 ad # 2; Pasang be0stng untu0 0-l-m Bahan 6 $au /eren/ang 6 Paku iasa 2 5 # 6 %inak ekis/ing 6 a!ok kau orneo 6 P!oo& /ea! ( ** 6 :o!ken kau ; ' 5 104 *
Tenaga 6 Pekerja 6 Tukang $au 6 $epa!a /ukang 6 %an&or
5 9su*si 4 ka!i pe*akaian ekis/ing
(# SNI *$6$)$,6(**( 6 ae # 2; Pasang be0stng untu0 bal-0 Bahan 6 $au /eren/ang 6 Paku iasa 2 5 # 6 %inak ekis/ing 6 a!ok kau orneo 6 P!oo& /ea! ( ** 6 :o!ken kau ; ' 5 104 *
Tenaga 6 Pekerja 6 Tukang $au 6 $epa!a /ukang 6 %an&or
0.040 0.400 0.200 0.01' 0.3#0 2.000
%6 $g 8/ %6 8r /g
x x x x x x
Rp. Rp. Rp. Rp. Rp. Rp.
1,'00,000.00 = 14,#00.00 = (,#00.00 = 3,4#0,000.00 = (#,000.00 = 17,#00.00 = )u*!ah 1=
Rp. Rp. Rp. Rp. Rp. Rp. Rp.
72,000.00 #,'00.00 1,(00.00 "2,100.00 33,2#0.00 3#,000.00 210,0#0.00
0.320 0.330 0.033 0.00"
Oh Oh Oh Oh
x x x x
Rp. Rp. Rp. Rp.
43,000.00 = Rp. "0,000.00 = Rp. "7,#00.00 = Rp. 4',000.00 = Rp. )u*!ah 2= Rp. )u*!ah 1- + 2= R p. 14 x 1 + 2 = Rp.
13,7"0.00 1(,'00.00 2,227.#0 2''.00 3",07#.#0 24",12#.#0 "1,#31.3'
0.040 0.400 0.200 0.01# 0.3#0 ".000
%6 $g 8/ %6 8r /g
x x x x x x
Rp. Rp. Rp. Rp. Rp. Rp.
1,'00,000.00 = 14,#00.00 = (,#00.00 = 2200000.00 = (0,000.00 = 17,#00.00 = )u*!ah 1=
Rp. Rp. Rp. Rp. Rp. Rp. Rp.
72,000.00 #,'00.00 1,(00.00 33,000.00 31,#00.00 10#,000.00 24(,200.00
0.320 0.330 0.033 0.00"
Oh Oh Oh Oh
x x x x
Rp. Rp. Rp. Rp.
43,000.00 = Rp. "0,000.00 = Rp. "7,#00.00 = Rp. 4',000.00 = Rp. )u*!ah 2= Rp. )u*!ah 1- + 2= R p. 14 x 1 + 2 = Rp.
13,7"0.00 1(,'00.00 2,227.#0 2''.00 3",07#.#0 2'#,27#.#0 71,31'.''
43,000.00 = Rp. )u*!ah 1= Rp.
172,000.00 172,000.00
5 9su*si 4 ka!i pe*akaian ekis/ing (( SNI *$6$)$,6(**( 6 a # 2; Pasang be0stng untu0 lanta Bahan 6 $au /eren/ang 6 Paku iasa 2 5 # 6 %inak ekis/ing 6 a!ok kau orneo 6 P!oo& /ea! ( ** 6 :o!ken kau ; ' 5 104 *
Tenaga 6 Pekerja 6 Tukang $au 6 $epa!a /ukang 6 %an&or
5 9su*si 4 ka!i pe*akaian ekis/ing Pe0er1aan lan6lan Untu0 memb-ng0ar ceta0an dan men?ram bet-n d"erlu0an 6 Pekerja 4.000 Oh x Rp. ($ SUPLE2EN SNI *$6$)$,6(**( a # 2$ Sl-- U0uran #, = (* cm e/on
1.000 172.403 13.37( 1.000
%6 $g %2 Oh
x x x x
Rp. Rp. Rp. Rp.
#7",#77.#0 = Rp. 1",2##.1# = Rp. 2(,1('.7# = Rp. 172,000.00 = Rp. )u*!ah = Rp.
#7",#77.#0 2,'02,430.00 3(0,"#4.(4 172,000.00 3,(41,""2.4#
1.000 2'4.044 1#.442 1.000
%6 $g %2 Oh
x x x x
Rp. Rp. Rp. Rp.
#7",#77.#0 = Rp. 1",2##.1# = Rp. 2(,1('.7# = Rp. 172,000.00 = Rp. )u*!ah = Rp.
#7",#77.#0 4,"17,173.30 4#0,'(".0' 172,000.00 #,'1","4".''
1.000 223.7"1 2"."70 1.000
%6 $g %2 Oh
x x x x
Rp. Rp. Rp. Rp.
#7",#77.#0 = Rp. 1",2##.1# = Rp. #',72'.'' = Rp. 172,000.00 = Rp. )u*!ah = Rp.
#7",#77.#0 3,"37,272."7 1,#"",270.22 172,000.00 #,(#2,120.3(
() SUPLE2EN SNI *$6$)$,6(**( b # 2$ Sl-- U0uran #$ = #$ cm e/on
(7 SUPLE2EN SNI *$6$)$,6(**( d # 2$ K-l-m #$#$ cm e/on
1.000 2(1.1'# 1#.442 1.000
%6 $g %2 Oh
x x x x
Rp. Rp. Rp. Rp.
#7",#77.#0 1",2##.1# #',72'.'' 172,000.00 )u*!ah
= = = =
Rp. Rp. Rp. Rp.
#7",#77.#0 4,733,2"2.43 (0",(0(.3" 172,000.00 ",3'',74(.2'
1.000 2(1.'10 1#.423 1.000
%6 $g %2 Oh
x x x x
Rp. Rp. Rp. Rp.
#7",#77.#0 = Rp. 1",2##.1# = Rp. "1,#31.3' = Rp. 172,000.00 = Rp. )u*!ah = Rp.
#7",#77.#0 4,743,40'.4' (4(,003.13 172,000.00 ",440,('(.11
1.000 2(1.3( 1#.42 1.000
%6 $g %2 Oh
x x x x
Rp. Rp. Rp. Rp.
#7",#77.#0 = Rp. 1",2##.1# = Rp. "1,#31.3' = Rp. 172,000.00 = Rp. )u*!ah = Rp.
#7",#77.#0 4,73",#3".#7 (4(,003.13 172,000.00 ",434,117.20
x Rp. x Rp.
"#,000.00 = Rp. (#0.00 = Rp. )u*!ah 1= Rp.
24,37#.00 2'.#0 24,403.#0
x x x x
Rp. Rp. Rp. Rp.
43,000.00 = Rp. "0,000.00 = Rp. "7,#00.00 = Rp. 4',000.00 = Rp. )u*!ah 2= Rp. )u*!ah 1- + 2= Rp.
3,010.00 ",000.00 "7#.00 1"'.00 (,'#3.00 34,2#".#0
x Rp. x Rp.
11,000.00 = Rp. 11,000.00 = Rp. )u*!ah 1= Rp.
13,200.00 3,'#0.00 17,0#0.00
x x x x
Rp. Rp. Rp. Rp.
43,000.00 = Rp. "0,000.00 = Rp. "7,#00.00 = Rp. 4',000.00 = Rp. )u*!ah 2= Rp. )u*!ah 1- + 2= Rp.
3,4'3.00 10,'00.00 1,21#.00 1(".'0 1#,"(4.'0 32,744.'0
x Rp. x Rp.
11,000.00 = Rp. 11,000.00 = Rp. )u*!ah 1= Rp.
13,200.00 3,'#0.00 17,0#0.00
x x x x
43,000.00 = Rp. "0,000.00 = Rp. "7,#00.00 = Rp. 4',000.00 = Rp. )u*!ah 2= Rp.
#,'0#.00 13,#00.00 1,#1'.7# 32".40 21,1#0.1#
(' SUPLE2EN SNI *$6$)$,6(**( e # 2$ T-" geel #$#, cm e/on
(9 SNI *$6(%$%6(**(6 # 6 1 # 2; Langt6langt Tr"le0"l?--d Tebal ) mm Bahan 6 Trip!ek 120 x 240 x 4- ** 0.37# 8r 6 Paku ekrup 0.030 $g
Tenaga 6 Pekerja 6 Tukang $au 6 $epa!a /ukang 6 %an&or
0.070 0.100 0.010 0.003#
Oh Oh Oh Oh
$* SNI *$6(%$%6(**(6 ( 6 ? 2emasang # mC ""a PD5 t"e A dameter (F Bahan 6 Pipa P>< 1.200 %? 6 Per!engkapan 3#.0 @
Tenaga 6 Pekerja 6 Tukang a/u 6 $epa!a /ukang 6 %an&or
0.0'1 0.1'0 0.01'0 0.0041
Oh Oh Oh Oh
$# SNI *$6(%$%6(**(6 ( 6 ab 2emasang # mC ""a PD5 t"e A dameter )F Bahan 6 Pipa P>< 1.200 %? 6 Per!engkapan 3#.0 @
Tenaga 6 Pekerja 6 Tukang a/u 6 $epa!a /ukang 6 %an&or
0.13# 0.22# 0.022# 0.00"'
Oh Oh Oh Oh
Rp. Rp. Rp. Rp.
)u*!ah 1- + 2-
=
Rp.
3',200.1#
$( SNI *$6(%$%6(**(6 ( 6 ae 2emasang # b+ 0ran dameter HF atau F Bahan 6 $ran air 1.000 h 6 ea! /eap 0.02# e/
Tenaga 6 Pekerja 6 Tukang a/u 6 $epa!a /ukang 6 %an&or
$$ SNI *$6(%$%6(**(6 ( 6 a 2emasang # b+ l--r dran Bahan 6 A!oor &rain
Tenaga 6 Pekerja 6 Tukang a/u 6 $epa!a /ukang 6 %an&or
$) SNI *$6(%$%6(**(6 , 6 at( # 2C Pasang lanta 0eram0 $* = $* cm Bahan 6 $era*ik 30x30 c* 6 e*en por/!an& 6 Pasir pasang 6 e*en arna
Tenaga 6 Pekerja 6 Tukang a/u 6 $epa!a /ukang 6 %an&or
x Rp. x Rp.
2",000.00 = Rp. 4,#00.00 = Rp. )u*!ah 1= Rp.
2",000.00 112.#0 2",112.#0
x x x x
Rp. Rp. Rp. Rp.
43,000.00 = Rp. "0,000.00 = Rp. "7,#00.00 = Rp. 4',000.00 = Rp. )u*!ah 2= Rp. )u*!ah 1- + 2= Rp.
430.00 ",000.00 "7#.00 240.00 7,34#.00 33,4#7.#0
1.000 h
x Rp.
17,#00.00 = Rp. )u*!ah 1= Rp.
17,#00.00 17,#00.00
0.010 0.100 0.010 0.00#
Oh Oh Oh Oh
x x x x
Rp. Rp. Rp. Rp.
43,000.00 = Rp. "0,000.00 = Rp. "7,#00.00 = Rp. 4',000.00 = Rp. )u*!ah 2= Rp. )u*!ah 1- + 2= Rp.
430.00 ",000.00 "7#.00 240.00 7,34#.00 24,'4#.00
12.000 14.1#0 0.03( 2.000
h $g %3 $g
x x x x
Rp. Rp. Rp. Rp.
7,#00.00 = Rp. 1,3"2.#0 = Rp. 14#,000.00 = Rp. 7,#00.00 = Rp. )u*!ah 1= Rp.
(0,000.00 1(,27(.3' #,"##.00 1#,000.00 12(,(34.3'
0."20 0.3#0 0.03# 0.030
Oh Oh Oh Oh
x x x x
Rp. Rp. Rp. Rp.
43,000.00 = Rp. "0,000.00 = Rp. "7,#00.00 = Rp. 4',000.00 = Rp. )u*!ah 2= Rp. )u*!ah 1- + 2= R p.
2",""0.00 21,000.00 2,3"2.#0 1,440.00 #1,4"2.#0 1'1,3(".''
0.042 %3 1.#00 $g
x x x x
Rp. Rp. Rp. Rp.
#,#00.00 = Rp. 1,3"2.#0 = Rp. 14#,000.00 = Rp. 7,#00.00 = Rp. )u*!ah 1= Rp.
137,#00.00 1#,#0#.2# ",0(0.00 11,2#0.00 170,34#.2#
0."20 0.3#0 0.03# 0.030
x x x x
Rp. Rp. Rp. Rp.
43,000.00 = Rp. "0,000.00 = Rp. "7,#00.00 = Rp. 4',000.00 = Rp. )u*!ah 2= Rp. )u*!ah 1- + 2= R p.
2",""0.00 21,000.00 2,3"2.#0 1,440.00 #1,4"2.#0 221,'07.7#
0.010 0.100 0.010 0.00#
Oh Oh Oh Oh
$, SNI *$6(%$%6(**(6 , 6 au# # 2C Pasang lanta 0eram0 (* = (* cm ant sl" Bahan 6 $era*ik 20x20 c* an/i s!ip 2#.000 h 6 e*en por/!an& 11.3'0 $g 6 Pasir pasang 6 e*en arna
Tenaga 6 Pekerja 6 Tukang a/u 6 $epa!a /ukang 6 %an&or
Oh Oh Oh Oh
$7 SNI *$6(%$%6(**(6 7 6 + # 2; Pengecatan bdang 0a?u baru <# la"s "lamr>& # la"s cat dasar& ( la"s "enutu" Bahan 6
43,000.00 = Rp. "0,000.00 = Rp. "7,#00.00 = Rp. 4',000.00 = Rp. )u*!ah 2= Rp. )u*!ah 1- + 2= Rp.
3,010.00 #40.00 40#.00 120.00 4,07#.00 22,(0#.00
$' SNI *$6(%$%6(**(6 7 6 # 2; Pengecatan bdang 0a?u baru <# la"s "lamr>& # la"s cat dasar& $ la"s "enutu" Bahan 6
4,(00.00 2,32#.00 2,"3#.00 12,07#.00 21,(3#.00
Tenaga 6 Pekerja 6 Tukang
0.070 0.00( 0.00" 0.002#
0.070 0.10# 0.004 0.002#
Oh Oh Oh Oh
Oh Oh Oh Oh
x x x x
x x x x
Rp. Rp. Rp. Rp.
4,(00.00 2,32#.00 2,"3#.00 ',(70.00 1','30.00
Rp. Rp. Rp. Rp.
43,000.00 = Rp. "0,000.00 = Rp. "7,#00.00 = Rp. 4',000.00 = Rp. )u*!ah 2= Rp. )u*!ah 1- + 2= Rp.
$% SNI *$6(%$%6(**(6 7 6 n # 2; Pengecatan temb-0 baru <# la"s "lamr& # la"s cat dasar& ( la"s cat "enutu"> Bahan 6 P!a*ir 0.100 $g x Rp. 1(,#00.00 = 6
Tenaga 6 Pekerja 6 Tukang
0.020 0.0"3 0.00" 0.002#
Oh Oh Oh Oh
x x x x
Rp. Rp. Rp. Rp.
3,010.00 ",300.00 270.00 120.00 (,700.00 31,"3#.00
Rp. Rp. Rp. Rp.
1,(#0.00 1,(#0.00 7,"70.00 11,#70.00
43,000.00 = Rp. "0,000.00 = Rp. "7,#00.00 = Rp. 4',000.00 = Rp. )u*!ah 2= Rp. )u*!ah 1- + 2= Rp.
'"0.00 3,7'0.00 42#.2# 120.00 #,1'#.2# 1",7##.2#
$9 SNI *$6(%$%6(**(6 7 6 t# # 2; Pengecatan men Bahan 6
Tenaga 6 Pekerja 6 Tukang
0.100 $g 0.010 h
x Rp. x Rp.
24,#00.00 = Rp. ",#00.00 = Rp. )u*!ah 1= Rp.
2,4#0.00 "#.00 2,#1#.00
0.020 0.200 0.020 0.010
x x x x
43,000.00 = Rp. "0,000.00 = Rp. "7,#00.00 = Rp. 4',000.00 = Rp. )u*!ah 2= Rp. )u*!ah 1- + 2= Rp.
'"0.00 12,000.00 1,3#0.00 4'0.00 14,"(0.00 17,20#.00
Oh Oh Oh Oh
Rp. Rp. Rp. Rp.
ireuen, 27 9pri! 200( Perencana 5D. 5euda+ 5-nsultant
2. anr& BE :irek/ur
3ITUNGAN DOLU2E BESI Berat Bes
kg*B
&ia*e/er " ' 10
12 14 1" 1(
Sl-- <#,(*>
&ia 0.222 0.3(# 0."27 0.''' 1.20' 1.#7' 2.22"
esi Po!os esi C!ir 0.00
! ear
/ inggi panj ang ! ar i
*.#,
*.(*
>o!u*e =
pj *12.00 1(.00
#'(.)* kg*3
$'.%* berat-lume
1.13 *3
8uas =
t-tal berat
#9,.,* kg
'.00 )arak = 0.1' 0.#2 *B era/ = 210.00 uah
43.47 kg
0.03 *2
Beugel panjang
per *3 = P-l-s esi &ia*e/er = Panjang euge! = )u*!ah = To/a! panjang =
33.33 m'
##*.*) m
Tulangan P-l-s
esi &ia*e/er = )u*!ah = Panjang =
12.00 4.00 uah #,#.(* *B era/ =
Sl-- <#$#$>
! ear
/ inggi panj ang ! ar i
*.#$
*.#$
>o!u*e =
134.27 kg
(%).*) kg*3
9.%# berat-lume
0.17 *3
8uas = Beugel panjang per *3 = P-l-s esi &ia*e/er = Panjang euge! = )u*!ah = To/a! panjang =
t-tal berat
)'.*9 kg
'.00 )arak = 0.1' 0.37 *B era/ = #4.#0 uah
7.(7 kg
0.02 *2 59.17 m'
(*.#' m
Tulangan P-l-s
esi &ia*e/er = )u*!ah = Panjang =
12.00 4.00 uah $9.() *B era/ =
K-l-m <#$#$>
! ear
/ inggi panj ang ! ar i
*.#$
*.#$
>o!u*e =
#%.'' berat-lume
8uas = per *3 = P-l-s esi &ia*e/er = Panjang euge! = )u*!ah = To/a! panjang =
34.'# kg
(9#.#9 kg*3
0.32 *3 t-tal berat
Beugel panjang
9(.$' kg
0.02 *2 59.17 m'
'.00 )arak = 0.42 *B 104.2' uah
0.1' era/ =
17.30 kg
era/ =
""."7 kg
)$.%* m
Tulangan P-l-s
esi &ia*e/er = )u*!ah = Panjang =
12.00 4.00 uah ',.*% *B
hrg (.# 12
hrgkg 2(000 3437."4' 3#000 1310.273
K-l-m <#,#,>
! ear
/ inggi panj ang ! ar i
*.#,
*.#,
>o!u*e =
0.2" *3
8uas = Beugel panjang per *3 = P-l-s esi &ia*e/er = Panjang euge! = )u*!ah = To/a! panjang =
0.02 *2
##.'$ berat-lume t-tal berat
(($.'7 kg*3 ,9.*7 kg
44.44 m'
'.00 )arak = 0.4" *B "".17 uah
0.1' era/ =
12.02 kg
era/ =
41."" kg
$*.)) m
Tulangan P-l-s
esi &ia*e/er = )u*!ah = Panjang =
12.00 4.00 uah )7.9( *B
! ear
Rng Bal-0 <#$#$>
/ inggi panj ang ! ar i
*.#$
*.#$
>o!u*e =
,$.7# berat-lume t-tal berat
8uas =
59.17 m'
esi &ia*e/er =
'.00 )arak =
Panjang euge! =
0.1'
0.42 *B
)u*!ah =
2('.'3 uah
To/a! panjang =
#(,.,# m
esi &ia*e/er = )u*!ah = Panjang =
12.00 4.00 uah (#).)) *B
! ear
Bal-0 T-" Geel
era/ =
4(.#' kg
era/ =
1(0.42 kg
/ inggi panj ang ! ar i
*.#$
*.#$
>o!u*e =
#'.$* berat-lume
8uas = Beugel panjang per *3 =
esi &ia*e/er = Panjang euge! =
P-l-s
%,.$( kg
0.02 *2
59.17 m'
'.00 )arak =
0.1'
0.42 *B
)u*!ah =
(7.11 uah
To/a! panjang =
)*.'9 m
esi &ia*e/er = )u*!ah = Panjang =
(9#.%# kg*3
0.2( *3 t-tal berat
P-l-s
(7).** kg
0.02 *2
Beugel panjang per *3 = P-l-s
(9#.$9 kg*3
0.(1 *3
12.00 4.00 uah 79.(* *B
era/ =
1".11 kg
era/ =
"1.4# kg
3ITUNGAN DOLU2E BEKISTING /ea!
Do!u*e
!ear
/inggi panjang !ari
Do!u*e
*.#,
*.(*
panjang
Sl-- <#,(*> cm
8uas papan =
Sl-- <#$#$> cm
$'.%*
0.0013 *2 41.#' *B 0.0#2 *2
To/a! Do!u*e =
#,.#' *2
!ear
/inggi panjang !ari
*.#$
*.#$
)u*!ah =
'.32 h
luas0ub0
#$.
%$ Do!u*e
9.%#
*.#' m$
2.## *2
$au k!a* 2.# Panjang = >o!u*e =
0.0013 *2 7."# *B 0.010 *2
To/a! Do!u*e =
(.,7 *2
!ear
/inggi panjang !ari
*.#,
*.#,
8uas papan =
#.#$ m$
1#.12 *2
$au k!a* 2.# Panjang = >o!u*e =
8uas papan =
K-l-m <#,#,> cm
!ear
)u*!ah =
1.#3 h
luas0ub0
#,.))
Do!u*e
##.'$
*.(7 m$
7.04 *2
$au k!a* 2.# Panjang = >o!u*e =
0.0013 *2 0."0 *B 0.001 *2
To/a! Do!u*e =
'.*) *2
$au s/u/ #7 = Panjang = )u*!ah = >o!u*e =
0.003# *2 4.00 *B '.00 h (.() *2
)u*!ah =
0.12 h
luas0ub0
(7.7'
K-l-m <#$#$> cm
!ear
/inggi panjang !ari
*.#$
*.#$
8uas papan =
#%.''
*.$( m$
(.7" *2
$au k!a* 2.# Panjang = >o!u*e =
0.0013 *2 14."4 *B 0.01' *2
To/a! Do!u*e =
9.'% *2
$au s/u/ #7 = Panjang = )u*!ah = >o!u*e =
0.003# *2 4.00 *B '.00 h (.() *2
!ear
/inggi panjang !ari
*.#$
*.#$
8uas papan =
Do!u*e
)u*!ah =
2.(3 h
luas0ub0
$*.%$
Do!u*e
,$.7#
*.9# m$
13.(4 *2
Bal-0 T-" Geel <#$#$> cm
$au k!a* 2.# Panjang = >o!u*e =
0.0013 *2 27.'' *B 0.03# *2
To/a! Do!u*e =
#$.9' *2
!ear
/inggi panjang !ari
*.#$
*.#$
8uas papan =
)u*!ah =
#.#' h
luas0ub0
#,.)(
Do!u*e
#'.$*
*.(9 m$
4.#0 *2
Bal-0 T-" Geel <#$#$> cm
$au k!a* 2.# Panjang = >o!u*e =
0.0013 *2 (.00 *B 0.011 *2
To/a! Do!u*e =
).,# *2
)u*!ah =
1.'0 h
luas0ub0
#,.)(
DATAR HARGA BAHAN 9 UPAH KERJA
DATAR HARGA BAHAN 9 UPAH KERJA P##&**+ L*'( NO.
RENANA PE?BANGUNAN RU?A INSTRUKTUR KABUPATEN BIREUEN URAIAN
R;
H. BAHAN
SAT.
HARGA BAHAN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39
B*/ %** R. 700.00 B*/ *( R. 165,000.00 B*/ &* R. 120,000.00 K#&(( =& R. 145,000.00 P*'(& =& R. 145,000.00 P*'(& *'*+ R. 145,000.00 P*'(& /&/ R. 85,000.00 T*+*) /&/ R. 75,000.00 S#$#+ PC 40 - R. 54,500.00 T#/+- K#&*$( R. 7,500.00 S#$#+ -&/(+ R. 165,000.00 K#&*$( 20 ! 20=$ R. 5,500.00 K#&*$( 30 ! 30=$ R. 7,500.00 B#'( %#+ ' 12 *+ 8 R. 14,500.00 B#'( %#+ ' 12 R. 14,500.00 B#'( %#+ ' 8 R. 14,500.00 K** %#+ R. 16,500.00 P*/ *
%) $3 $3 $3 $3 $3 $3 $3 >* >* %) %) %) %) %) %$3 $3 $3 $3 $3 $3 $3 $3 %& %& %$1 %) $2 -
NO.
URAIAN
R;
H. BAHAN
SAT.
HARGA BAHAN
40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73
* D*'*& T#$%@* S(#& * *(+=*/$ 0.30 $$ N ** >(+=*/$ 0.30$$ F*')(+- =.A>.55 4"45 0.30$$ G&(+- B.F'.=.50 4"4, K'#+ (+/ PV E+-'# 4 E+-'# 3 K/+=( *+*$ 2 '**- '#*&* #;. M*# K/+=( *= #+#* * *+-(+ T*&(*+ #+#* K'# +- F& &*(+ K&*+ *(& S#* T#* P(* A@ H 4" 6$ P(* D H 4" 6$ S**& /+--* '#*&* %&= I+'**+'( S**& -*+* '#*&* %&= I+'**+'( T(( L*$/ I+'**+'( S +* '#*&* %&= I+'**+'( B; '#&(+- I+'**+'(
R. R. R. R. R. R. R. R. R. R. R. R. R. R. R. R. R. R. R. R. R. R. R. R. R. R. R. R. R. R. R. R. R. R.
18,500.00 34,500.00 34,500.00 19,500.00 15,500.00 24,500.00 3,500.00 12,500.00 9,500.00 6,500.00 25,000.00 24,500.00 85,000.00 25,500.00 26,500.00 19,500.00 500,000.00 11,500.00 9,500.00 115,000.00 19,500.00 12,000.00 12,000.00 185,000.00 17,500.00 26,000.00 4,500.00 11,000.00 11,000.00 23,800.00 29,800.00 75,000.00 35,000.00 165,000.00
%& & & %) '# $1 $2 $1 $1 $1 %) %) %) %) %) %) %) %) %) %) %) $ $ %) %) %) %) %)
NO.
URAIAN
R;
UPAH KERJA
UPAH KERJA
1 2 3
K#** . B*/ T. B*/ P##&* %*/
R. R. R.
67,500.00 60,000.00 43,000.00
1 2 3
K#** . B#'( T. B#'( P##&* %#'(
R. R. R.
67,500.00 60,000.00 43,000.00
1 2 3
K#** . *
R. R. R.
67,500.00 60,000.00 43,000.00
1 2 3
K#** . * T. * P##&* =*
R. R. R.
67,500.00 60,000.00 43,000.00
1 2
P##&* ?*+&
R. R.
43,000.00 48,000.00
1 2
T/*+- //& T/*+- -*(
R. R.
67,500.00 67,500.00
30"D#="99 " &
&
"
HARGA UPAH KERJA DAN BAHAN A.
UPAH KERJA
Hal 1
NO
JENIS PERSONIL
HARGA (R;)
SATUAN
KETERANGAN
1
2
3
"
5
1 2 3 4
K#** T/*+?*+& P##&* T/*+-
B.
HARGA BAHAN
85,000.00 60,000.00 55,000.00 75,000.00
*&( *&( *&( *&(
NO
JENIS MATERIAL
HARGA (R;)
SATUAN
KETERANGAN
1
2
3
"
5
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40
A'%#' 1 ; 1 ? T*+*) T($%/+ K#&*$( 40 ; 40 $ K#&*$( 20 ; 25 $ K#&*$( N'(+- CB+"B+ P& P*+ B*/ B** B* K*
7,500.00 75,000.00 7,500.00 5,500.00 25,000.00 6,500.00 700.00 3,650,000.00 4,500,000.00 3,800,000.00 15,500.00 16,500.00 2,000,000.00 2,700,000.00 3,500.00 145,000.00 95,000.00 19,500.00 35,000.00 26,500.00 24,500.00 23,000.00 23,500.00 18,500.00 15,500.00 14,500.00 11,500.00 18,500.00 950.00 3,850,000.00 145,000.00 85,000.00 85,000.00 28,500.00 54,500.00 165,000.00 89,500.00 11,500.00 165,000.00 112,000.00
L%& ?3 B) B) ?1 ?1 B) ?3 ?3 ?3 KK?3 ?3 L%& ?3 B) KKKKKL& B) B) B) B) KB) ?3 ?3 ?3 L%& L%& * * L%& B) ?3 ?2
Hal 2
1
41 42 43 44 45 46 47 48 49 50 51 52
2
K'# J+- K&*+ A(& K*=* B#+(+- 3 $$ F& D&*(+ L*$/ TL 20 @* L*$/ P(*& 40 @* S**& T&(# S**& G*+* S**& T/+--* S K+* B; ##&(+P(* S*&(+-
3
"
175,000.00 45,000.00 85,000.00 28,000.00 43,000.00 21,000.00 25,000.00 21,000.00 15,000.00 15,000.00 165,000.00 16,000.00
B) B) ?2 B) B) B) B) B) B) B) B) B-
B(&#/#+, 23 A&( 2009 K+'/*+ P#&#+=*+* CV. CEUDAH CONSULTANT
( M. =+*! BE )
D(&#/&
5
1 A%/ %*/ 2 A* " ** %*+/ 3 A'* B(/$#+ 4 A'%#' E#&+( 1 ; 1 5 A* *'%#' -#$%*+- 8 *( 6 A/$(+(/$ 7 B* =/=( (&(+- *&( -*$ 8 B* =/=( *+-*+ *'*# 9 B* $*+( &'#(+ %*/% 10 B* *
?3 U+( K?2 L#%*& ?2 S# U+( S# ?3 ?3 ?3 B**+B/*) B/*) ?3 ?3 B/*) KKB**+?2 KB/*) B/*) ? ? ? ? ? B/*) L%& ? ? ? B/*) KKKKKKKKL#%*& L#%*& L#%*& B/*) B/*) B/*) B/*) B/*) B/*) B/*) B/*) B/*) B/*) B/*) B/*) B/*)
65,000.00 3,750.00 11,000.00 26,000.00 7,700.00 16,800.00 5,040.00 445.00 3,600.00 6,600.00 7,200.00 7,200.00 44,700.00 66,000.00 48,000.00 61,000.00 73,000.00 90,000.00 6,500.00 12,500.00 70,000.00 750.00 12,300.00 32,500.00 14,000.00 15,250.00 51,000.00 64,500.00 33,500.00 40,500.00 30,600.00 40,500.00 12,200.00 10,100.00 6,000.00 5,000.00 3,000.00 2,000.00 1,900.00 60,000.00 34,000.00 7,000.00 4,000.00 4,000.00 2,000.00
59 F(#& 60 F& &*(+ S/+ " E( 61 T&(# &$(* 4 $$ 62 G*+/+-*+ )*+/ S/+ " E( S(+--# 63 G*+/+-*+ )*+/ S/+ " E( D*%# 64 G#$/ G&#*'# 65 G#+#+- =+=&# *&+* 66 G&#+# #+#* 67 G('/ A/'&*(* C 1,2 ; 2,4 $ 9 $$ 68 G('/ A/'&*(* C 1,2 ; 2,4 $ 6 $$ 69 G#+#+- #**+* %#&*'(& 70 G#+#+- '/#& '## C0,4 ; 1,2 $ 71 G#+#+- #&*$( (* &#$(/$ 72 G#+#+- #&*$( (* '*+*& 73 G#+#+- #&*$( (* +*/&* 74 G#+#+- #&*$( (* )/'/' 75 G#+#+- #&*$( (* #;/'(# 76 G*' % C 15 ; 15 =$ 77 * *+-(+ 78 I+#& % *&+* 79 ?*&$#& L*$/+- 40 ; 60 ; 1,8 =$ 80 ?*&$#& L*$/+- 40 ; 50 ; 1,8 =$ 81 ?*&$#& L*$/+- 40 ; 40 ; 1,8 =$ 82 ?*&$#& L*$/+- 30 ; 60 ; 1,8 =$ 83 ?*&$#& L*$/+- 30 ; 50 ; 1,8 =$ 84 ?*&$#& L*$/+- 30 ; 40 ; 1,8 =$ 85 ?*&$#& L*$/+- 30 ; 30 ; 1,8 =$ 86 ?*&$#& L*$/+- 20 ; 40 ; 1,8 =$ 87 ?*&$#& L*$/+- 20 ; 30 ; 1,8 =$ 88 ?*&$#& L*$/+- 20 ; 20 ; 1,8 =$ 89 ?*&$#& L*$/+- 15 ; 30 ; 1,8 =$ 90 ?*&$#& L*$/+- 10 ; 30 ; 1,8 =$ 91 ?*&$#& L*$/+- 5 ; 15 ; 0,7 =$ 92 ?*&$#& L*$/+- 10 ; 20 ; 0,7 =$ 93 ?*&$#& L*$/+- 10 ; 30 ; 0,7 =$ 94 ?*&$#& L*$/+- 15 ; 30 ; 0,7 =$ 95 ?*&$#& L*$/+- 20 ; 30 ; 0,7 =$ ?(+<* * 96 J#+#* +* 5 $$ C 8 '('(& 97 K*=* %#+(+- 5 $$ 98 K*=* %#+(+- 3 $$ 99 K*=* =#&$(+ *'*# 100 K*=* &#<%#+ 3 $$ 101 K*=* &#<%#+ 4 $$ 102 K**& *<*$ 3 $$ 103 K**& %#+ 104 K** %&++- 0,4 $$ 105 K** )*&$+(* 106 ** +<*$/ -*$ 107 K** +<*$/ *'( 108 K*
KB/*) L#$%*& B/*) B/*) KB/*) B/*) L#$%*& L#$%*& K#(+K#(+K#(+K#(+K#(+K#(+K#(+B/*) B/*) B/*) ?2 ?2 ?2 ?2 ?2 ?2 ?2 ?2 ?2 ?2 ?2 ?2 ?2 ?2 ?2 ?2 ?2 L& S# ?2 ?2 B/*) ?2 ?2 KK?2 ?2 ?2 ?2 ?3 B**+?3 ?3 ?3 ?3 ?3 ?2 L#$%*& ?3 B/*) B/*) B/*) B/*) B/*) B/*) B/*) B/*)
23,000.00 18,000.00 70,000.00 10,500.00 4,200.00 4,000.00 42,000.00 40,000.00 55,000.00 40,000.00 15,700.00 13,100.00 9,700.00 13,000.00 15,000.00 15,000.00 3,000.00 1,800.00 92,000.00 81,000.00 79,000.00 75,000.00 72,000.00 52,500.00 49,000.00 41,000.00 70,000.00 81,000.00 12,600.00 60,000.00 45,000.00 35,000.00 45,000.00 55,000.00 12,500.00 10,000.00 8,500.00 14,000.00 10,100.00 8,200.00 75,000.00 16,000.00 3,600.36 1,700.00 98,000.00 40,000.00 79,100.00 73,500.00 77,350.00
125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191
K*&# 4 $$ L 2 $ ?#& N%# K*+'(+ %#+ L 50 =$ L#$ *(%+ L#$#+-*+ &/$/ L* *'%#' ?(+<* #/$*' ?(+<* '*& $(+<* &#$(/$ ?(+<* *'* ?(+<* *+*) ?(+<* &#$ $>*( P#=*)*+ -#+#+P// *+*+P*/ #$%**+ P*/ *'%#' P*/ K*
B/*) ? B/*) ?2 B**+L(#& L(#& L(#& L(#& L(#& L(#& ?2 K?3 KKKKKB/*) K* ?2 ?3 ?3 B**+B**+B**+B**+B**+B**+B**+B**+B**+B**+B**+B**+B**+B**+L#$%*& L#$%*& L#$%*& L#$%*& L#$%*& L#$%*& L#$%*& L#$%*& ? ? ? ? ? ? ? B**+K* * L#$%*& L#$%*& L#$%*& " B/*) B/*) B/*) B/*) B/*) B/*) B/*)
10,150.00 17,000.00 11,500.00 2,200.00 17,500.00 700.00 1,450.00 2,350.00 650.00 11,500.00 46,150.00 92,300.00 35,500.00 25,000.00 13,500.00 15,000.00 15,000.00 75.00 12,000.00 73,000.00 50,000.00 56,700.00 34,500.00 77,000.00 73,600.00 29,700.00 23,000.00 1,800.00 45,100.00 60,900.00 66,000.00 9,100.00 10,000.00 19,000.00 16,000.00 16,000.00 19,600.00 25,000.00 24,000.00 31,000.00 37,000.00 2,000.00 27,500.00 52,000.00 32,900.00 37,000.00 49,000.00 59,500.00 7,000.00 6,500.00 4,500.00 3,000.00 2,000.00 1,500.00 37,000.00
