RENCANA ANGGARAN BIAYA SUMUR RESAPAN UNTUK PERUMAHAN No
PEKERJAAN
OLUME SAT HARGA SATUAN
JUMLAH
I Persiapan Persiapan
I.1 Pe Pembersihan
1
m2
12,000.00
Total
12,000.00 !"###$##
II Pe%er&aan Tana'
II.1 Galian Tanah Sumur
3.49
m3
54,720.00
190,972.80
II.2 Galian Saluran Air Hujan
0.3
m3
54,720.00
19,99.20
II.3 !ru"an Tanah #embali
0.89
m3
23,70.00
21,14.40
Total
!("))$*#
III Pe%er&aan S+,+r Resapan
III.1 $u $uis $e%&n u' 1.00 ( 1.50m
3.00
m2
175,000.00
525,000.00
1
!ni%
571,75.32
571,75.32
III.3 $a%u #&ral
0.785
m3
250,000.00
19,250.00
III.4 Pemasan"an Iju'
0.785
m2
100,800.00
79,128.00
III.2 Pl Pla% $e%&n ul 1.05 ( 1.05 ( 0.1m
Total
"(-!"*($(!
IV Pe%er&aan Pe%er&aan Perpipaan Perpipaan
4.a Pe P en"a)aan )an Pemasan"an Pi*a P+ Total
Re%apit+lasi PPn #1 Total Pe,2+latan
8
m
122,587.50
980,700.00 .)#"-##$##
!"/.0"00$-! !/."000$!")/0"(!-$). !")/#"###$##
RENCANA ANGGARAN BIAYA SUMUR RESAPAN UNTUK JALAN RAYA3TAMAN No
PEKERJAAN
VOLUME
SAT
HRG SATUAN
JUMLAH
I Persiapan Persiapan
I.1 Pembersihan
.7 m2
12,000.00
T&%al
81,120.00 81,120.00
II Pe%er&aan Tana'
II.1 Ga G alian Tanah
3.19 m3
54 5 4,720.00
174,55.80
II.2 !ru"an Tanah #embali
0.94 m3
23,70.00
22,334.40
T&%al
19,891.20
III Pe%er&aan S+,+r Resapan
III.1 $uis $e%&n u' 1.00 ( 1.50m
3
III.2 Tu%u* Pla% $e%&n III.3 $a%u '&ral III.4 Pemasan"an Iju' T&%al
Re%apit+lasi PPn #1 Total Pe,2+latan
bh
175,000.00
525,000.00
1 !ni%
1,20,399.29
1,20,399.29
0.785 m3
250,000.00
19,250.00
1.81 m2
100,800.00
182,448.00 2,110,097.29
!"())"#)$*. !()")#$)/ !"0!0"..$(* !"0!#"###$##
4A5TAR HARGA SATUAN UPAH 4AN BAHAN TAHUN !#/ $ Pe,2ersi'an Lapan6an
,!
#-/SAT!A!AIA
#&e.
SAT
2
3
4
HA.SAT S!$. !6AH 5
Tena6a Ker&a
Pe'erja
0.1
&r"hr
0,000.00
,000.00
an)&r
0.05
&r"hr
120,000.00
,000.00 J+,la' 7
O8er'ea9 : Pro;it #1 7 J+,la' < pe,2+latan 7 !$ Pen6+%+ran 9an Bo+=plan%
,>
#-/SAT!A!AIA
#&e.
SAT
2
3
4
HASAT S!$. !6AH 5
Ba'an
#au $al&' 57 Pa'u Pa*an #au 6&'al
0.014
m3
3,000,000.00
42,000.00
0.02
#"
15,000.00
300.00
0.007
m3
3,150,000.00
22,050.00
Tena6a Ker&a
Pe'erja
0.1
&r"hr
0,000.00
,000.00
Tu'an" 'au
0.1
&r"hr
90,000.00
9,000.00
0.01
&r"hr
105,000.00
1,050.00
0.005
&r"hr
120,000.00
00.00
#e*ala Tu'an" an)&r
J+,la' 7 O8er'ea9 : Pro;it #1 7 J+,la' < pe,2+latan 7 ($ Galian Tana' Biasa
,(
#-/SAT!A!AIA
#&e.
SAT
2
3
4
HASAT S!$. !6AH 5
Tena6a Ker&a
Pe'erja
0.7
&r"hr
0,000.00
45,00.00
an)&r
0.07
&r"hr
120,000.00
9,120.00 J+,la' 7
O8er'ea9 : Pro;it #1 7 J+,la' < pe,2+latan 7 *$ Ur+6an Ke,2ali Ga Galian Tana'
,(
#-/SAT!A!AIA
#&e.
SAT
2
3
4
HASAT S!$. !6AH 5
Tena6a Ker&a
Pe'erja
0.33
&r"hr
0,000.00
19,800.00
an)&r
0.033
&r"hr
120,000.00
3,90.00
J+,la' 7 O8er'ea9 : Pro;it #1 7 J+,la' < pe,2+latan 7 /$ Pasan6an 3! Bata Bata Mera' 7*
#-/SAT!A!AIA
#&e.
SAT
2
3
4
HASAT S!$. !6AH 5
Ba'an
$a%a erah 'elas 1
70
$uah
750
52,500.00
P
11.5
'"
1,200.00
13,800.00
PP
0.043
m3
150,000.00
,450.00
Tena6a Ker&a
Pe'erja
0.3
&r"hr
0,000.00
18,000.00
Tu'an" $a%u
0.1
&r"hr
90,000.00
9,000.00
0.01
&r"hr
105,000.00
1,050.00
0.015
&r"hr
120,000.00
1,800.00
#e*ala Tu'an" an)&r
J+,la' 7 O8er'ea9 : Pro;it #1 7 J+,la' < pe,2+latan 7 0$ Pasan6an 3! Bata Bata Mera' 7*
#-/SAT!A!AIA
#&e.
SAT
2
3
4
HASAT S!$. !6AH 5
Ba'an
$a%u $elah 15 m 20 m
1.2
m3
200,000.00
240,000.00
0.432
m3
120,000.00
51,840.00
Pe'erja
0.78
&r"hr
0,000.00
4,800.00
Tu'an" $a%u
0.39
&r"hr
90,000.00
35,100.00
#e*ala Tu'an"
0.039
&r"hr
105,000.00
4,095.00
an)&r
0.039
&r"hr
120,000.00
4,80.00
Pasir uru" Tena6a Ker&a
J+,la' 7 O8er'ea9 : Pro;it #1 7 J+,la' < pe,2+latan 7 -$ Plat Beton
+nit
#-/SAT!A!AIA
#&e.
SAT
2
3
4
$e%&n #300
0.408
m3
HASAT S!$. !6AH 5 828,814.29
338,15.23
$esi
20.375
'"
9,084.00
185,08.50
2.795
m2
244,00.00
83,57.00
$e'i%in"
J+,la' 7 O8er'ea9 : Pro;it #1 7 J+,la' < pe,2+latan 7 )$ Beton K?(##
,(
#-/SAT!A!AIA
#&e.
SAT
HASAT S!$. !6AH
2
3
4
5
Ba'an
P&r%lan) emen%
413
'"
1,200.00
495,00.00
Pasir $e%&n
81
'"
107.14
72,92.34
1,021.00
'" '"
100
102,100.00
215
6i%er
100
21,500.00
1.5
&r"hr
0,000.00
99,000.00
Tu'an" $a%u
0.275
&r"hr
90,000.00
24,750.00
#e*ala Tu'an"
0.028
&r"hr
105,000.00
2,940.00
an)&r
0.083
&r"hr
120,000.00
9,90.00
#eri'il :ma'simum 30 mm; Air Tena6a Ker&a
Pe'erja
J+,la' 7 O8er'ea9 : Pro;it #1 7 J+,la' < pe,2+latan 7 .$ Pe,2esia #%6
#-/SAT!A!AIA
#&e.
SAT
HASAT S!$. !6AH
2
3
4
5
Ba'an
$esi $e%&n :P&l&s!lir;
10.5
'" '"
7,250.00
7,125.00
#a
0.15
'"
20,000.00
3,000.00
Pe'erja
0.07
&r"hr
0,000.00
4,200.00
Tu'an" $esi
0.07
&r"hr
90,000.00
,300.00
#e*ala Tu'an"
0.007
&r"hr
105,000.00
735.00
an)&r
0.004
&r"hr
120,000.00
480.00
Tena6a Ker&a
J+,la' 7 O8er'ea9 : Pro;it #1 7
Tia* 10 '" < pe,2+latan 7 Tia* 1 '" #$ Be%istin6
,!
#-/SAT!A!AIA
#&e.
SAT
2
3
4
HASAT S!$. !6AH 5
Ba'an
#au #elas III
0.02
m3
2,500,000.00
50,000.00
Pa'u
0.4
'"
15,000.00
,000.00
ina' $e'is%in"
0.2
l%r
10,000.00
2,000.00
$al&' #au #elas II
0.008
m3
3,150,000.00
25,200.00
Pl<&&) Tebal 15
0.175
lbr
150,000.00
2,250.00
3
b%"
20,000.00
0,000.00
=&l'en #au Tena6a Ker&a
Pe'erja
0.
&r"hr
0,000.00
39,00.00
Tu'an" #au
0.33
&r"hr
90,000.00
29,700.00
#e*ala Tu'an"
0.033
&r"hr
105,000.00
3,45.00
an)&r
0.033
&r"hr
120,000.00
3,90.00 J+,la' 7
O8er'ea9 : Pro;it #1 7 J+,la' < pe,2+latan 7 $ Ur+6an Keri%il
,(
#-/SAT!A!AIA
#&e.
SAT
2
3
4
HASAT S!$. !6AH 5
Ba'an
#eri'il
1.2
m3
180,000.00
21,000.00
Pe'erja
0.3
&r"hr
0,000.00
18,000.00
an)&r
0.01
&r"hr
120,000.00
1,200.00
Tena6a Ker&a
J+,la' 7 O8er'ea9 : Pro;it #1 7
Tia* 10 '" < pe,2+latan 7 !$ Plesteran 7* te2al /,,
,!
#-/SAT!A!AIA
#&e.
SAT
HASAT S!$. !6AH
2
3
4
5
.24
'"
1,200.00
7,488.00
0.024
m3
150,000.00
3,00.00
0.3
&r"hr
0,000.00
18,000.00
0.15
&r"hr
90,000.00
13,500.00
Ba'an
P&r%lan) emen% Pasir Pasan" Tena6a Ker&a
Pe'erja Tu'an" $a%u
#e*ala Tu'an"
0.015
&r"hr
105,000.00
1,575.00
an)&r
0.015
&r"hr
120,000.00
1,800.00 J+,la' 7
O8er'ea9 : Pro;it #1 7 J+,la' < pe,2+latan 7 ($ I&+% te2al #@,
,!
#-/SAT!A!AIA
#&e.
SAT
HASAT S!$. !6AH
2
3
4
5
'"
90,000.00
90,000.00
Ba'an
Iju'
1
Tena6a Ker&a
Pe'erja
0.15
&r"hr
0,000.00
9,000.00
an)&r
0.015
&r"hr
120,000.00
1,800.00 J+,la' 7
O8er'ea9 : Pro;it #1 7
Tia* 10 '" < pe,2+latan 7 *$ Pipa PVC Tipe A *
,>
#-/SAT!A!AIA
#&e.
SAT
HASAT S!$. !6AH
2
3
4
5
1.2
m@
4,000.00
7,800.00
1
6s
2,880.00
2,880.00
Ba'an
Pi*a P+ > 4? Perlen"'a*an 35 Har"a Pi*a Tena6a Ker&a
Pe'erja
0.081
&r"hr
0,000.00
4,80.00
Tu'an" Pi*a
0.135
&r"hr
90,000.00
12,150.00
#e*ala Tu'an"
0.014
&r"hr
105,000.00
1,470.00
an)&r
0.004
&r"hr
120,000.00
480.00 J+,la' 7
O8er'ea9 : Pro;it #1 7 J+,la' < pe,2+latan 7
!6AH 7
12,000.00 12,000.00
!6AH 7 0*"(/#$##
0"0/#$##
81,000.00 81,000.00
!6AH 7
54,720.00 54,720.00
!6AH 7
23,70.00 23,70.00
!6AH 7 -!"-/#$##
!.")/#$##
102,00.00 102,00.00
!6AH 7 !.")*#$##
.#"0-/$##
382,515.00 382,515.00
!6AH 7
1,20,899.73 1,20,899.73
!6AH 7 0.!"0!$(*
(0"0/#$##
828,812.34 828,812.34
!6AH 7 -."!/$##
"-/$##
90,840.00 90,840.00 9,084.00
!6AH 7 0."*/#$##
-0"-!/$##
24,175.00 24,175.00
!6AH 7 !0"###$##
."!##$##
235,200.00 235,200.00
!6AH 7 "#))$##
(*")-/$##
45,93.00 45,93.00
!6AH 7 .#"###$##
#")##$##
100,800.00 100,800.00
!6AH 7 #("0)#$##
)".0#$##
122,40.00 122,40.00
4A5TAR 4A5TAR HARGA HARG A BORONGAN NO
URAIAN PEKERJAAN
HARGA SATUAN
SAT
1
$uis $e%&n
481,000.00
bh
2
$a%u #&ral
250,000.00
m3
HARGA BAHAN NO
URAIAN PEKERJAAN
HARGA SATUAN
SAT
Material Ka+
1
#au $al&' 57
3,000,000.00
m3
2
Pa P a*an #au
3,150,000.00
m3
3
#au #elas III
2,500,000.00
m3
4
$al&' #au #elas II
3,150,000.00
m3
5
Pl Pl<&&) 9mm
150,000.00
lbr
=& =&l'en #au
20,000.00
b%"
Material Besi
1
Pa'u
15,000.00
'"
2
$esi
7,250.00
'"
3
#a
20,000.00
'"
750
bh
1,200.00
'"
Material 4in9in6
1
$a%a erah Material Pere%at
1
Semen P Material Ala,
1
Pa Pasir Pasan"
150,000.00
m3
2
Pasir !ru"
120,000.00
m3
3
Pa Pasir $e%&n
150,000.00
m3
4
Pasir $e%&n
107.14
'"
5
$a%u $elah
200,000.00
m3
#eri'il
180,000.00
m3
7
#eri'il
100
'" '"
8
Air
100
l%r
Lain?Lain
1
ina' $e'is%in"
10,000.00
l%r
2
Iju'
90,000.00
'"
3
Pi*a P+ 4?
4,000.00
m@
SUMUR RESAPAN UNTUK PERUMAHAN Investasi
Tahun ke
Tahun ke
Laba Setelah Pajak (eat)
Depesiasi
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