REKAPITULASI
NAMA PROYEK
:
PEMBANGUNAN FASILITAS SANITASI KAWASAN GAPAN
LOKASI PEKERJAAN
:
KAWASAN GAPANG - IBOIH
PROPINSI
:
KOTA SABANG
PROPINSI
:
ACEH
HARGA SATUAN NO.
URAIAN PEKERJAAN
VOL
SAT ( Rp. )
III
PEKERJAAN SUMUR BOR
1.00
!"#
$%&'$%$'1$$.
IV
TOWER AIR RANGKA BAJA TINGGI * M
$.00
!"#
%*'%%'$%%.$ %.$$
V
WATER TANK $000 LITER
$.00
!"#
+',00'000.00
(A)
J.mlah Hara Pekerjaan ( term termas asu u
(B)
Pajak Pertambahan Nilai ( PPN ) = 10% x (A)
(C)
JUMLAH !AL !AL HA"#A P$$"JAAN = (A) & (B)
4
(') P$MBULA P$MBUL AAN AN #REF!
aban* +0 'e,ember Ba-an Pen.,ahaan a/a,an Per -an Pelab.han Beba, Plt 'e.ti 2
2r P.--. "a3ak* MB
- IBOIH
- IBOIH
JUMLAH HARGA ( Rp. )
$%&'$%$'1$$.
%'+**'+**.+,
'000'000.00
+0*567*8764+ +*056*78764 8+*990*00000 8*000*00000
+010 aanan Beba, ban
A
REKAPITULASI
NAMA PROYEK
:
PEMBANGUNAN FASILITAS SANITASI KAWASAN GAPANG - IBOIH
LOKASI PEKERJAAN
:
KAWASAN GAPANG - IBOIH
PROPINSI
:
KOTA SABANG
PROPINSI
:
ACEH
- IBOIH
JUMLAH HARGA ( Rp. )
$%&'$%$'1$$.
%'+**'+**.+,
'000'000.00
+0*567*8764+ +*056*78764 8+*990*00000 8*000*00000
+010 aanan Beba, ban
A
REKAPITULASI
NAMA PROYEK
:
PEMBANGUNAN FASILITAS SANITASI KAWASAN GAPANG - IBOIH
LOKASI PEKERJAAN
:
KAWASAN GAPANG - IBOIH
PROPINSI
:
KOTA SABANG
PROPINSI
:
ACEH
REKAPITULASI
NAMA PROYEK
:
PEMBANGUNAN FASILITAS SANITASI KAWASAN GAPANG - IBOIH
LOKASI PEKERJAAN
:
KAWASAN GAPANG - IBOIH
PROPINSI
:
KOTA SABANG
PROPINSI
:
ACEH
HARGA SATUAN NO.
URAIAN PEKERJAAN
VOL
SAT ( Rp. )
I
PEKERJA ERJAA AN SU SUMUR BOR BOR
1
PEKE PEKERJ RJA AAN PERSI PERSIA APAN 1 #e:li,trik
100
L,
+0*000*00000
+ M:bili,a,i eralatan kerja
100
L,
14*800*00000
; 'ari ke-alaman 0 ,<- 80 meter
8000
M
+56*15760
; 'ari ke-alaman 80 ,<- 100 meter
8000
M
09*5+150
; Pe Pene-iaan Bent:nit
10000
M
+0*00000
; 'ari ke-alaman 0 ,<- 80 meter
8000
M
109*55985
; 'ari ke-alaman 80 ,<- 100 meter
8000
M
115*695
; Pe Pene-iaan Bent:nit
10000
M
+0*00000
500
M
650*00000
; Pia Jamban #2P -ia 180 mm ( P.m H:.,e Ca,,in )
4000
M
870*00000
; Pi Pia naik #2P -ia 98 mm
5000
M
148*00000
; Pia arinan ( ?reen Pia ) -ia 98 mm
+400
M
+*11+*00000
100
L,
+0*00000
; ilter #rael
+7
M
60*00000
; Be B et:n elin-.n ,.m.r
100
Unit
1*980*00000
; Dater Jettin* terma,.k ene-iaan bahan kimia
100
Unit
451*09858
; Air Li>t* terma,.k ene-iaan bahan kimia
100
L,
60*16949
1100 1000 0
Jam Jam
1+7* 1+7*+ +1 119 19
100
L,
SUB TOTAL $
PEMB PEMBOR ORA AN AN AN KONT KONTSR SRUK UKSI SI SUM SUMUR UR 1 P$MB!"AN P$MB!"AN P2L! H!L$ a , m.m* e a aman
a . an
mm
+ P$MB$A"AN P$MB$A"AN LUBAN# B!" < "$AM2N# "$AM2N# ( 'ia +00 mm erma,.k erma,.k Air .r>a?e* Ca,,in -ll )
P$N@$'2AAN 'AN P$MAAN#AN 2NALA2 2NALA2 P$"P2PAAN P$"P2PAAN ; Ca,in .r>a?e Pia #2P -ia+00 mm
Jeni, e !en Area 0% ; Centerin .i-e, < el.r.,* -ia,an ,etia ,amb.nan 4 P$N@$MPU"NAAN* P$N@$MPU"NAAN* #"!U2N#* #"!U2N#* P$N@$M$NAN P$N@$M$NAN
8 P$NCUC2AN* P$NCUC2AN* P$MB$"2HAN P$MB$"2HAN LUBAN# UMU"
5 PUMP2N PUMP2N# # $ Pem: Pem:m maa aan n .ji* .ji* term terma, a,.k .k te te 'ra/ 'ra/ ':/n ':/n e,t* e,t* L:n L:n Peri:- e,t* "e?:er e,t 9 2N2H2N# 2N2H2N# UMU" UMU" Penele,aian ,.m.r* ,amlin;,amlin* -:k.menta,i la:ran* te,t lab:rat:ri.m* i-le time
4*815*00000
8 P$NCUC2AN* P$NCUC2AN* P$MB$"2HAN P$MB$"2HAN LUBAN# UMU" ; Dater Jettin* terma,.k ene-iaan bahan kimia
100
Unit
451*09858
; Air Li>t* terma,.k ene-iaan bahan kimia
100
L,
60*16949
1100 1000 0
Jam Jam
1+7* 1+7*+ +1 119 19
100
L,
; P:ma .bmer,ible* E = +*8 l<-t* H = 50 Mtr* Pha,e
100
Unit
+4*800*00000
; Panel C:ntr:l *9 / Lenka abel* DLC
100
Unit
5*800*00000
; Pi Pia #2P -ia 80 mm
8000
Meter
109*80000
; Ben- >lane C2 -ia 80 mm x 60F
100
B.ah
+50*00000
; Ben- >lane C2 -ia 80 mm x 48F
+00
B.ah
00*00000
; #ate Gale C2 -ia 80 mm
100
B.ah
990*00000
; Cha?k Gale C2 -ia 80 mm
100
B.ah
600*00000
; Air Gale inle C2 -ia +8 mm
100
B.ah
780*00000
; Man:meter
100
B.ah
5+0*00000
; a abel N@@ x 5 mm
8000
Meter
+4*+8000
; a abel N@@ x 4 mm
8000
Meter
+1*70000
; $lektr:-a
100
Unit
14 148*00000
Pema,anan P:ma* Lenka -enan Panel* A??e,,,:rie,*
100
Unit
8*800*00000
1500
bh
8*00000
185
m
1*995*00000
1085
m+
118*+7100
4 4 #alian anah P:n-a,i
067
m
45*01800
8 8 Ur.an embali Beka, #alian P:n-a,i
0+8
m
9*+5960
5 5 Ur.an Pa,ir Ba/ah P:n-a,i
0+0
m
98*6100
5 PUMP2N PUMP2N# # $ Pem: Pem:m maa aan n .ji* .ji* term terma, a,.k .k te te 'ra/ 'ra/ ':/n ':/n e,t* e,t* L:n L:n Peri:- e,t* "e?:er e,t 9 2N2H2N# 2N2H2N# UMU" UMU" Penele,aian ,.m.r* ,amlin;,amlin* -:k.menta,i
4*815*00000
la:ran* te,t lab:rat:ri.m* i-le time SUB TOTAL %
PEKERJA PEKERJAAN AN PENYEI PENYEIAA AAN N MEKA MEKANIKA NIKAL L ELEKTR ELEKTRIKA IKAL L 1
+
Pen Penee-ia iaan an P:m P:ma a -an -an Panel Panel C:ntr C:ntr:l :l
PenePene-iaan iaan Pia* Pia* A??e,, A??e,,:ri :rie,* e,* abel abel -an Perlen Perlenka kaann anna a
abel SUB TOTAL
II
TOWER AIR RANGKA BAJA TINGGI * M
1
P/!2" 1 1 Ba.t Anker + + Bet:n P:n-a,i Beki,tin Bet:n :n-a,i
II
TOWER AIR RANGKA BAJA TINGGI * M
1
P/!2" 1 1 Ba.t Anker
1500
bh
8*00000
185
m
1*995*00000
1085
m+
118*+7100
4 4 #alian anah P:n-a,i
067
m
45*01800
8 8 Ur.an embali Beka, #alian P:n-a,i
0+8
m
9*+5960
5 5 Ur.an Pa,ir Ba/ah P:n-a,i
0+0
m
98*6100
554+0
16*46869
+ Plat 'a,ar 6 mm
46+7
16*46869
Plat J:int 6 mm
18+
16*46869
4 Ba.t I
+4700
?,
8*00000
954
16*46869
75591
1*00000
+ Pene?atan
861
m+
61*48050
Pa,anan Pia #alani, !.t<'i,trib.,i ke :/er
+000
mK
68*470
900
mK
7*55187
+ + Bet:n P:n-a,i Beki,tin Bet:n :n-a,i
SUB TOTAL $
R!34 B5 1 Be,i ik. L 90 x 90 x 9 mm
8 ana L 0x0x SUB TOTAL %
L"!-6"! 1 Pekerjaan $re?ti:n
4 Pa,anan Pia PGC Pen.ra, SUB TOTAL III
WATER TANK $000 LITER SUB TOTAL
$.00
!"#
$',00'000.00
JUMLAH HARGA ( Rp. )
$%&'$%$'1$$. +0*000*00000 14*800*00000 %+',00'000.00
1*487*44814 18*71*07015 +*000*00000
8*7*9705 8*716*75719 +*000*00000 8*950*00000 +*+00*00000 7*900*00000 80*577*00000
+0*00000 6+5*+8000 1*980*00000
451*09858 60*16949 14*118*+7
4*815*00000
451*09858 60*16949 14*118*+7
4*815*00000
1,,'+0'*$$.
+4*800*00000 5*800*00000 8*98*00000 +50*00000 500*00000 990*00000 600*00000 780*00000 5+0*00000 1*+1+*80000 1*060*00000 148*00000 8*800*00000 +&'%$$',00.00
%*'%%'$%%.$$
70*00000 +*990*85000 1*+19*595 48*06490 1*97054 14*77+47
%*'%%'$%%.$$
70*00000 +*990*85000 1*+19*595 48*06490 1*97054 14*77+47 +'1$'*&,.1
1+*646*+++9 650*95140 +*679*5947 1*+40*00000 1*460*09566 1'*$'+$.1,
755*91000 4*60*10178 1*607*59500 +90*5105 '*'11&.1 ,'000'000.00 ,'000'000.00
AFTAR ANALISA HARGA SATUAN 1
$
Untuk 1 m² Membersihkan lapangan an perataan 0100 !H Pekerja 0080 !H Man-:r 1 M "engukuran an "emasangan Bu$plank 001+ M a. 8<9 ela, 222 00+0 Pak. bia,a + ; 8 0009 M a. aan <+0 ela, 222
" " J.mlah " " "
+*80000 84*10000
+*0*00000 7*60000 1*68+*07
AFTAR ANALISA HARGA SATUAN 1
$
Untuk 1 m² Membersihkan lapangan an perataan 0100 !H Pekerja 0080 !H Man-:r 1 M "engukuran an "emasangan Bu$plank 001+ M a. 8<9 ela, 222 00+0 Pak. bia,a + ; 8 0009 M a. aan <+0 ela, 222 0100 0100 0010 0008
%
+
,
*
&
1 m% &alian Tanah Biasa 0980 0400
0r
!H !H
" " J.mlah " " "
+*80000 84*10000
+*0*00000 7*60000 1*68+*07
.kan ka. Pekerja eala .kan Man-:r
" " " " J.mlah
45*70000 +*80000 88*+0000 84*10000
Pekerja Man-:r
" " J.mlah
+*80000 84*10000
" " J.mlah
+*80000 84*10000
1 m% "embuangan tanah se'auh 1() meter 0080 !H Pekerja 0008 !H Man-:r
1 m% Urugan kembali 016+ 0016
!H !H
Pekerja Man-:r
" " J.mlah
+*80000 84*10000
0800 0080
!H !H
Pekerja Man-:r
" " J.mlah
+*80000 84*10000
1+00 0010 000
m !H !H
Pa,ir .r. Man-:r Pekerja
" " " J.mlah
84*90000 84*10000 +*80000
" " " " " " " J.mlah
7+*80000 88*80000 75*50000 45*70000 88*+0000 +*80000 84*10000
1 m* "emaatan Tanah
1 m% Urugan "asir
1 m% "eker'aan pasang Batu Belah 1 "+ , - "s 1+00 m Bat. belah +89 ak emen 08++ m Pa,ir a,an 1+00 !H .kan bat. 01+0 !H eala t.kan 500 !H Pekerja 1700 !H Man-:r
1 m% "eker'aan "asangan Aanstamping 1+00 m Bat. belah 18<+0 ?m 000 m Pa,ir .r.
060 006 0970 006
!H !H !H !H
.kan bat. eala t.kan Pekerja Man-:r
" "
" " " " J.mlah
7+*80000 84*90000
45*70000 88*+0000 +*80000 84*10000
060 006 0970 006
10
!H !H !H !H
.kan bat. eala t.kan Pekerja Man-:r
" " " " J.mlah
45*70000 88*+0000 +*80000 84*10000
1 M. "asangan Bata Merah Tebal 1 Bata/ 1 "+ , ( "s 140000 +++00 010+
Bh Bata merah 8 x 11 x ++ ?m emen P:rtlanM Pa,ir a,an
" " "
84+80 1*7980 75*50000
10
1 M. "asangan Bata Merah Tebal 1 Bata/ 1 "+ , ( "s 140000 +++00 010+ 0580 0+00 00+0 000
Bh Bata merah 8 x 11 x ++ ?m emen P:rtlanM Pa,ir a,an 0r
" " " " " " " J.mlah
84+80 1*7980 75*50000 +*80000 45*70000 88*+0000 84*10000
11 1 M. "asangan Bata Merah Tebal 1 Bata/ 1 "+ , % "s 140000 +680 0061 0580 0+00 00+0 000
1$
000 0100 0010 0018
1+
1,
0r
" " " " " " " J.mlah
84+80 1*81980 75*50000 +*80000 45*70000 88*+0000 84*10000
"asangan Rster 1 , ( 5000 1+700 008
1%
Bh Bata merah 8 x 11 x ++ ?m emen P:rtlanM Pa,ir a,an
Bh ":,ter
1 m. "eker'aan plesteran 1 p+ , ( ps 0 a+ian 4+0 emen 00++ m Pa,ir a,an 0180 !H .kan bat. 0018 !H elaa t.kan 0+00 !H Pekerja 0010 !H Man-:r
1 m. "eker'aan plesteran 1 p+ , 5470 0016 0+00 00+0 000 001
% ps 0 a+ian emen :rtlanm Pa,ir a,an !H .kan bat. !H eala t.kan !H Pekerja !H Man-:r
" " "
1*80000 1*+000 75*50000
" " " " J.mlah
+*80000 45*70000 88*+0000 84*10000
" " " " " " J.mlah
1*7980 75*50000 45*70000 88*+0000 +*80000 84*10000
" " " " " " J.mlah
1*7980 75*50000 45*70000 88*+0000 +*80000 84*10000
1 m. A+ian 0040
ak
emen
000 000+ 01+0 001+
!H !H !H !H
.kan bat. eala t.kan Pekerja Man-:r
"
" " " " J.mlah
88*80000
45*70000 88*+0000 +*80000 84*10000
000 000+ 01+0 001+
1*
!H !H !H !H
.kan bat. eala t.kan Pekerja Man-:r
1 m. "asang knstruksi kuakua ka2u brne 1100 a. b:rne:* bal:k M 18000 Be,i ,tri 0700 Pak. bia,a + ; 8 1+000 !H .kan ka. 1 +00 !H eala t kan
" " " " J.mlah
" " " " "
45*70000 88*+0000 +*80000 84*10000
+*0*00000 8*00000 7*60000 45*70000 88 +00 00
1*
1
1&
1
$0
1 m. "asang knstruksi kuakua ka2u brne 1100 a. b:rne:* bal:k M 18000 Be,i ,tri 0700 Pak. bia,a + ; 8 1+000 !H .kan ka. 1+00 !H eala t.kan 4000 !H Pekerja 0+00 !H Man-:r
1 m. "asang kas 0 reng genteng betn ka2u brne 0014 a. b:rne:* bal:k M 0180 Pak. bia,a + ; 8 0100 !H .kan ka. 0010 !H eala t.kan 0100 !H Pekerja 0008 !H Man-:r
$$
+*0*00000 8*00000 7*60000 45*70000 88*+0000 +*80000 84*10000
" " " " " " J.mlah
+*0*00000 7*60000 45*70000 88*+0000 +*80000 84*10000
1 m. "asang atap genteng metal 10+0 Lbr 0+00 0050 !H 0005 !H 0180 !H 0007 !H
#enten metal Pak. bia,a + ; 8 .kan ka. eala t.kan Pekerja Man-:r
" " " " " " J.mlah
90*7000 7*60000 45*70000 88*+0000 +*80000 84*10000
1 m "asang nk genteng metal 1100 0080 0180 0018 0+80 001
#enten -e?ra b:nPak. bia,a ; 1 .kan ka. eala t.kan Pekerja Man-:r
" " " " " " J.mlah
++*98000 45*70000 45*70000 88*+0000 +*80000 84*10000
" " " " " " J.mlah
+*0*00000 7*60000 45*70000 88*+0000 +*80000 84*10000
" " " " " " J.mlah
+*0*00000 7*60000 45*70000 88*+0000 +*80000 84*10000
Bh
!H !H !H !H !H
1 m "asang lisplang ukuran .34. 3 .)5 +m/ ka2u brne
$1
" " " " " " " J.mlah
0006 0050 0100 0010 0100 0080
M
!H !H !H !H
a. b:rne:* aan Pak. bia,a + ; 8 .kan ka. eala t.kan Pekerja Man-:r
1 m. "asang rangka langitlangit 416)) 001+ M 0100 0+80 !H 00+8 !H 0180 !H 0098 !H
3 16))5 m/ ka2u brne a. b:rne:* bal:k Pak. bia,a + ; 8 .kan bat. elaa t.kan Pekerja Man-:r (A)
1 m. "asang Langitlangit asbes 416)) 001+ M 0100 0+80 !H 00+8 !H 0 180 !H
3 16))5 m/ tebal %6( mm Pelat a,be, tebal 8 mm Pak. .kan bat. eala t.kan Pekerja
" " " " "
50*60000 15*50000 45*70000 88*+0000 + 800 00
$$
%$1 m. "asang Langitlangit asbes 416)) 001+ M 0100 0+80 !H 00+8 !H 0180 !H 0098 !H
3 16))5 m/ tebal %6( mm Pelat a,be, tebal 8 mm Pak. .kan bat. eala t.kan Pekerja Man-:r (B)
" " " " " " J.mlah
50*60000 15*50000 45*70000 88*+0000 +*80000 84*10000
1 m. "ek6 Rangka "la7n 8a2u &unung Lkal 0 "elat Asbes (A) (B) J.mlah 9 m "asang list pla7n ka2u pr7il 1080 MK 00+1 !H 000+ !H 00+1 !H 0001 !H
$+
$,
$*
$
a. r:>il .kan bat. eala t.kan Pekerja Man-:r
1 m. "eker'aan pasang pa:ing bl+k 1100 m+ Pain bl:?k 0080 m Pa,ir a,an 000 !H .kan bat. 0018 !H eala t.kan 0+00 !H Pekerja 0010 !H Man-:r
" " " " " J.mlah
5*60000 45*70000 88*+0000 +*80000 84*10000
" " " " " " J.mlah
0*00000 75*50000 45*70000 88*+0000 +*80000 84*10000
"eker'aan Betn 1 7% 89#/! 1 : $ : % 0970 08+0 ++000 00+8 0+80 1580 0070
m m !H !H !H !H
Bat. Pe?ah Pa,ir Bet:n PC eala t.kan bat. .kan bat. Pekerja Man-:r (A)
" " " " " " " J76
+7+*10000 76*50000 1*7980 88*+0000 45*70000 +*80000 84*10000
1)) kg "eker'aan "embesian 110000 +000 ++80 5980 5980
k k !H !H !H
Be,i bet:n a/at eala t.kan .kan be,i Pekerja (B) Unt.k 1 Be,i x (0*01)
" " " " " J76 J76
9*0000 11*00000 88*+0000 45*70000 +*80000
1 m. Begisting Saluran Betn 00+0 000+ 0+00 00+8
m m !H
Paan bei,tin a,a. Pak. U,.k eala t.kan ka.
0008 0+80 0100
!H !H !H
Man-:r .kan ka. Pekerja (C)
" " " "
" " " J76
1*65*00000 1*704*+0000 7*60000 88*+0000
84*10000 45*70000 +*80000
0008 0+80 0100
$&
$
1 m. Begisting "enutup Saluran 00+0 0+00 00+8 0008 0+80 0100
!H !H !H
Man-:r .kan ka. Pekerja (C)
" " " J76
84*10000 45*70000 +*80000
m !H !H !H !H
Paan bei,tin Pak. .,.k eala t.kan ka. Man-:r .kan ka. Pekerja (')
" " " " " " J76
1*65*00000 7*60000 88*+0000 84*10000 45*70000 +*80000
m !H !H !H
Paan Beki,tin Pak. eala t.kan ka. Man-:r kan ka
1) M. ;etakan Betn 0400 4000 0800 0100 8 000
" " " " "
1*65*00000 7*60000 88*+0000 84*10000 45 700 00
$
1) M. ;etakan Betn 0400 4000 0800 0100 8000 +000
m !H !H !H !H
Paan Beki,tin Pak. eala t.kan ka. Man-:r .kan ka. Pekerja Unt.k ia 1 M+ (x 0*1)
%0
1 m% "eker'aan Saluran Betn .b
" " " " " " J76 J76
1*65*00000 7*60000 88*+0000 84*10000 45*70000 +*80000
(A) J76
%1
1 m% "eker'aan Betn "enutup Saluran .b (A) .b (B) J76
%$
%%
%+
%,
1 M% Membuat 8lm Betn Bertulang 0400 M Paan & a. terentan l, 222 4000 Pak. bia,a + ; 8 +000 Lt Minak beki,tin 100000 Be,i bet:n :l:, 4800 a/at bet:n +000 emen :rtlan08+0 M Pa,ir bet:n 0970 M :ral bet:n 0180 M Bal:k a. a. ela, 222 900 0r
" " " " " " " " " " " " " " " J76
+*0*00000 7*60000 +7*57000 9*0000 11*00000 1*7980 76*50000 70*60000 +*0*00000 +*80000 45*70000 45*70000 45*70000 88*+0000 84*10000
1 bh "eker'aan Sulingsuling 00980 10000 00170 000+8
m+ 2, !H !H
Pia PGC + 2j.k Pekerja Man-:r
" " " " J76
104*60000 17*70000 +*80000 84*10000
"eker'aan Saluran 1 m "eker'aan Saluran Betn 0859 0084 0+89 1600 1500 00+
m m m m+ m+ m
#alian anah Ur.an Pa,ir Pek al.ran Bet:n A?ian Bei,itin al.ran Bet:n Pen.t. al.ran
" " " " " " J76
45*01800 98*6100 586*8500 7*+750 51*+4760 +*114*700
1 m "eker'aan Saluran Betn 0868 0090
m m
#alian anah Ur.an Pa,ir
0+78 1500 00+
m m+ m+
Pek al.ran Bet:n A?ian Bei,itin al.ran
" "
" " " J76
45*01800 98*6100
586*8500 7*+750 51*+4760
0+78 1500 00+
%*
m m+ m+
1 m% Betn Bertulang 8lm .)<.) 1000 M 149656 +0000 M+ 1000
Pek al.ran Bet:n A?ian Bei,itin al.ran
" " " J76
586*8500 7*+750 51*+4760
Bet:n C:r 1 O + O Pekerjaan Be,i Bet:n P:l:, Cetakan
" " " " J76
586*8500 14*84998 118*+7100 +00*00000
%*
%
%&
%
+0
1 m% Betn Bertulang 8lm .)<.) 1000 M 149656 +0000 M+ 1000
Bet:n C:r 1 O + O Pekerjaan Be,i Bet:n P:l:, Cetakan
" " " " J76
586*8500 14*84998 118*+7100 +00*00000
Betn 1(<1( 48lm "raktis5 1000 1+55 18000 1000
M M+
Bet:n C:r 1 O + O Pekerjaan Be,i Bet:n P:l:, Cetakan
" " " " J76
586*8500 14*84998 118*+7100 +00*00000
Betn .)<.( 4Ring Balk5 8 1=( 1000 1416 17000 1000
M M+
Bet:n C:r 1 O + O Pekerjaan Be,i Bet:n P:l:, Cetakan
" " " " J76
586*8500 14*84998 118*+7100 +00*00000
Betn .)<.( 4Sl75 8 1=( 1000 101+99 9 1000
M M+
Bet:n C:r 1 O + O Pekerjaan Be,i Bet:n P:l:, Cetakan
" " " " J76
586*8500 14*84998 118*+7100 +00*00000
1 m² "asang >ining 8eramik 4.)<.)5 8M; +8000 600 0017 1800 0500 0480 0048 000
+1
+$
Lantai 8eramik 4.)<.)5 8M; +8000 1170 004+ 1800 0500 0480 0048 000
Bh M !h !h !h !h
eramik +0 x +0 ?m emen ab.;ab. Pa,ir a,an emen /arna Pekerja .kan bat. eala t.kan Man-:r
" " " " " " " " J76
5*70000 1*7980 75*50000 +*81000 +*80000 45*70000 88*+0000 84*10000
Bh M !h !h !h !h
Ubin keramik +0 x +0 ?m emen :rtlanPa,ir a,an emen /arna Pekerja .kan bat. eala t.kan Man-:r
" " " " " " " " J76
5*70000 1*7980 75*50000 +*81000 +*80000 45*70000 88*+0000 84*10000
1 m² penge+atan tembk baru 41 lapis 0100 0100 0+50 00+0 !h 005 !h
0005 000
!h !h
plamir / 1 lapis +at asar . lapis +at penutup5 Plamir " Cat -a,ar " Cat en.t. + kali " Pekerja " .kan bat. "
0*60000 18*46000 +5*97000 +*80000 45*70000
eala t.kan Man-:r
88*+0000 84*10000
" " J76
0005 000
+%
!h !h
eala t.kan Man-:r
" " J76
1 m² penge+atan biang ka2u baru 41 lapis plamir5/ 1 lapis +at asar . lapis +at penutup5 0180 Plamir " 0190 Cat 'a,ar " 0190 Cat Pen.t. " 0090 !h Pekerja " 0 098 !h kan bat "
88*+0000 84*10000
0*60000 +1*+1000 1*01000 +*80000 45 700 00
+%
++
+,
+*
1 m² penge+atan biang ka2u baru 41 lapis plamir5/ 1 lapis +at asar . lapis +at penutup5 0180 Plamir " 0190 Cat 'a,ar " 0190 Cat Pen.t. " 0090 !h Pekerja " 0098 !h .kan bat. " 0007 !h eala t.kan " 000 !h Man-:r " J76
1 m² "lituran >aun "intu 000 0+00 080 00+0 0010 0100 0+00 0010 0+00 0100 0+80 0+78 0040 00+0
k k k k k k k bh ltr lbr !h !h !h !h
'em.l Plit.r 'em.l Hal., (D::- iller) Melamik !ker P.tih !ker C:klat Darna Bat. A.n irlak $x 2n-ia /a, irt., Amela, Pekerja etenah eramil .kan Cat
" " " " " " " " " " " " " " J76
14*6+000 40*+8000 81*+8000 15*00000 15*00000 +9*60000 119*00000 8*50000 *+7000 4*40000 +*80000 45*70000 88*+0000 84*10000
1 m² ;at Slignum Rangka Atap 00 00+0 000 0018 00+0 0001
k bh !h !h !h !h
Cat :lin.m /a, Pekerja etenah eramil .kan Cat
" " " " " " J76
+*16000 8*50000 +*80000 45*70000 88*+0000 84*10000
1 m* "asang kusen pintu an 'enela ka2u brne6 1+00 5000 17000 +000 000
+
+&
0*60000 +1*+1000 1*01000 +*80000 45*70000 88*+0000 84*10000
M !h !h !h !h
a. b:rne: -amar la.t* bal:k Pekerja .kan ka. eala t.kan Man-:r
" " " " " J76
+*0*00000 +*80000 45*70000 88*+0000 84*10000
1 m² "asang "intu allumunium 1000 1080 1080 0108 0008
M !h !h !h !h
Pint. Al.m.ni.m Pekerja .kan ka. eala t.kan Man-:r
" " " " " J76
476*5+000 +*80000 45*70000 88*+0000 84*10000
1 m² pasang ka+a/ tebal ( mm 1100
M
a?a
!h !h !h !h
Pekerja .kan ka. eala t.kan Man-:r
0018 0180 0018 0001
"
" " " " J76
9+*0000
+*80000 45*70000 88*+0000 84*10000
0018 0180 0018 0001
+
!h !h !h !h
Pekerja .kan ka. eala t.kan Man-:r
1 Buah pasang kun+i tanam kamar mani 1000 Bh .n?i tanam kamar man-i 0008 !h Pekerja 0800 !h .kan ka. 0008 !h eala t.kan 000 !h Man-:r
" " " " J76
" " " " "
+*80000 45*70000 88*+0000 84*10000
98*0000 +*80000 45*70000 88*+0000 84*10000
+
,0
,1
,$
,%
,+
1 Buah pasang kun+i tanam kamar mani 1000 Bh .n?i tanam kamar man-i 0008 !h Pekerja 0800 !h .kan ka. 0008 !h eala t.kan 000 !h Man-:r
1 Buah pasang engsel pintu 1000 0018 0180 0018 0001
Bh !h !h !h !h
$n,el int. Pekerja .kan ka. eala t.kan Man-:r
Memasang 1 buah klset 'ngkk teras 1000 Bh l:,et j:nk:k tera,: 9000 Bh Bata merah 8x11x++ ?m 5000 emen :rtlan0010 M Pa,ir a,an 1000 !h Pekerja 1800 !h .kan ka. 000 !h eala t.kan 0110 !h Man-:r
1 Unit SE"T9; TA@8 ./( 1/( ./) m 0 REMBESA@ 11+8 m #alian anah 089 m Pa,ir Ur. 980 m+ Ur.an Pa,ir +8000 m Pa,anan Bat. Bata 16980 m+ Ple,teran 1 O & a?ian 0800 mK C:r Bet:n 1 O + O 6000 mK Pia PGC > 4 +000 bt Pia #2P Me-i.m > 1 1<+ 6000 m 2j.k 1980 m erikil PL2 1798 m Ur.an anah embali 1000 l, Uah erja
" " " " " J76
98*0000 +*80000 45*70000 88*+0000 84*10000
" " " " " J76
17*41000 +*80000 45*70000 88*+0000 84*10000
" " " " " " " " J76
+51*57000 84+80 1*7980 75*50000 +*80000 45*70000 88*+0000 84*10000
" " " " " " " " " " " " J76
45*01800 84*90000 98*6100 159*044+ 1*8890 586*8500 1+4*50000 180*08000 17*70000 +7+*10000 9*+5960 80*00000
Memasang 1 buah bak mani Fibreglass :lume )/%) m* 1000 Bh Bak ibrela,, " Perlenkaan (:e> 17 % hara >ibre " 1700 !h Pekerja " +900 !h .kan ka. " 0840 !h eala t.kan " 0110 !h Man-:r " J76 Memasang 1m pipa "; tipe A? iameter 1<.C 1+00 MK Pia PGC Perlenkaan (8 % -ari hara bahan) 005 !h Pekerja 0050 !h .kan bat. 0005 !h eala t.kan
000+
!h
Man-:r
" " " " "
" J76
6+1*0000 158*7400 +*80000 45*70000 88*+0000 84*10000
++*10000 9*9800 +*80000 45*70000 88*+0000
84*10000
000+
,,
!h
Man-:r
Memasang 1 m pipa "; tipe A? iameter -C 1+00 MK Pia PGC Perlenkaan (8% -ari hara bahan) 0071 !h Pekerja 018 !h .kan bat. 0 014 !h eala t kan
" J76
" " " " "
84*10000
1+4*50000 4*51000 +*80000 45*70000 88 +00 00
,,
,*
,
,&
Memasang 1 m pipa "; tipe A? iameter -C 1+00 MK Pia PGC Perlenkaan (8% -ari hara bahan) 0071 !h Pekerja 018 !h .kan bat. 0014 !h eala t.kan 0004 !h Man-:r
Bh !h !h !h !h
l::r -rain Pekerja .kan bat. eala t.kan Man-:r
" " " " " J76
18*57000 +*80000 45*70000 88*+0000 84*10000
kran iameter DC atau C 1000 00+8 0010 0100 0010 0008
Bh Bh !h !h !h !h
ran Air eal tae Pekerja .kan bat. eala t.kan Man-:r
" " " " " " J76
+*00000 8*50000 +*80000 45*70000 88*+0000 84*10000
Cat -a,ar Cat antara Cat en.t. Pekerja .kan Cat eala t.kan Man-:r
" " " " " " " J76
+1*+1000 +*16000 +*16000 +*80000 45*70000 88*+0000 84*10000
Be,i Baja ik. a/at La, Me,in La, Blen-er P:t:n (a, & !+) Pekerja .kan eala .kan
" " " " " " " J76 J76
6*60000 18*00000 100*00000 88*00000 +*80000 45*70000 88*+0000
1 m² "enge+atan permukaan ba'a lapis seng 4galbani5 se+ara manual sistem % lapis +at kn:ensinal engan tebal .)) um !h !h !h !h
1)) kg "eker'aan Rangka Ba'a "r7il 110000 k 1800 k 118+ hari 118+ hari 5980 !h 5980 !h ++80 !h
1 k Pekerjaan "anka baja Pr:>il 2+A+ < 100 *0
1+4*50000 4*51000 +*80000 45*70000 88*+0000 84*10000
Memasang 1 bh Flr rain 1000 0010 0100 0010 0008
0110 0190 0070 0800 0700 000 0+00
,
" " " " " " J76
Memasang 1m pipa gal:anis iameter 1<. C 1+00 MK Pia alani, Perlenkaan (8 % -ari hara bahan) 0084 !h Pekerja 0060 !h .kan 0006 !h eala .kan 00+9 !h Man-:r
" " " " " J76
89*40000 +*80000 45*70000 88*+0000 84*10000
" "
*+8000 +*90800
" " Rp
*+8000 +*90800 ,',,.00
" " "
+9*65000 19700 1*55487
" " " " Rp
4*57000 *+8000 88+00 +9080 ,0',,,.0&
" " Rp
+4*9800 +1*54000 +*'01,.00
" " Rp
1*5+800 +9080 1'&,.,0
" " Rp
5*+4000 1*0+960 '$*.0
" " Rp
15*+8000 +*90800 1&',,.00
" " " Rp
58*54000 84100 6*98000 ,'%1.00
" " " " " " " Rp
66*00000 170*9580 48*+08+0 85*15000 5*5+400 119*00000 69*7000 *0$'1%$.0
" "
66*00000 15*41000
" " " " Rp
17*+8+00 +*18+70 +8*8000 +*10660 1*%'$+.0
" " " " Rp
17*+8+00 +*18+70 +8*8000 +*10660 1*%'$+.0
" " "
98*68000 0*70+80 7*7+0
" " "
98*68000 0*70+80 7*7+0
" " " " Rp
+1*1+800 6*5000 1*10400 1*5+00 1+&'.0
" " "
98*68000 80*0015 9*77050
" " " " Rp
+1*1+800 6*5000 1*10400 1*5+00 1*'0++.
%$" " "
84*00000 15*76500 *0100
" " " " Rp
6*98000 4*57000 88+00 71180 &'$0.,0
" " " " " " Rp
8*66400 1*608+0 9*0+000 7+700 5*80000 84100 $$'&&.$0
" " " " " " Rp
7*66100 1*54840 6*5000 1*10400 6*98000 900 %1',,%.0
"
+*++000
" " " " Rp
1*40400 11040 *60000 546+0 &'$&%.*0
" " " " Rp
1*40400 11040 *60000 546+0 &'$&%.*0
" " " " "
+*85*00000 98*00000 9*1+000 851*50000 55*+4000
" " " " " " " Rp
+*85*00000 98*00000 9*1+000 851*50000 55*+4000 10*00000 10*7+000 %'+1%'&0.00
" " " " " " Rp
+*5+000 1*800 4*57000 88+00 *+8000 +9080 +$'0.,0
" " " " " " Rp
91*97950 1*97000 +*70700 1+0 4*79800 4+70 &$'01+.*0
" " " " " " Rp
+8*0+800 +*4000 9*0+000 7+700 7*1+800 900 ++'0+1.%0
" " " " " " Rp
+0*80400 8400 4*57000 88+00 *+8000 +*90800 %$'$$,.00
" " " " " " Rp
+9*65000 76000 11*90000 1*7000 4*79800 4*08980 ,0'&*$.,0
" " " " "
9070 1*55000 11*90000 1*7000 4*79800
" " " " " " Rp
9070 1*55000 11*90000 1*7000 4*79800 4*08980 $+'+0%.%0
" " Rp
80*75+80 +4*400 10%'$*.*0
" " " " " Rp
9*+4800 67+70 11040 57+80 8410 '0+.&0
" " " " " " Rp
*00000 4*000 14*04000 7+700 5*80000 84100 ,'$%.00
" " " " " " " Rp
++0*0700 45*86+00 +1*60000 1*7000 11*90000 8*5+800 4*+700 *,',*%.00
" " " " " Rp Rp
99*0000 ++*00000 1+4*+0000 18*60000 +16*9800 1'+,+',.00 1+',+.,
" " " "
6*+5000 *50740 1*97000 1*7000
" " " Rp
+9080 11*90000 *+8000 *1'$+&.0
" " " Rp
+9080 11*90000 *+8000 *1'$+&.0
" " " " " " Rp
6*+5000 1*97000 1*7000 +9080 11*90000 *+8000 ,'*+0.,0
" " " " "
978*+0000 8*50000 +9*50000 8*41000 +4*00000
" " " " " " Rp Rp
978*+0000 8*50000 +9*50000 8*41000 +4*00000 58*00000 1'1,$'&10.00 11,'$&1.00
" Rp
586*8500 *,',*%.00
" " Rp
586*8500 1*484*99800 $'11+'%%&.00
" " " " " " " " " " " " " " " Rp
6+*00000 8*50000 89*5000 90*00000 46*80000 447*15+80 45*86+00 5*10+00 46*80000 +9*+8000 15*7000 184*44000 67*+7000 1*45400 1*8+800 %'$%*'1,,.,0
" " " " Rp
9*75980 17*70000 87800 18+8 $'%&.,
" " " " " " Rp
+5*06081 4*100+9 156*80956 18*9774 69*667+4 59*5877+ %&1'0+.%
" "
+9*976 8*1819
" " " Rp
179*69845 1*+895 1*68665 $%,'&&%.$
" " " Rp
179*69845 1*+895 1*68665 $%,'&&%.$
" " " " Rp
586*8500 +*18+*515++ +*08*5+000 +00*00000 ,'%1'.$$
" " " " Rp
586*8500 +*18+*515++ +*08*5+000 +00*00000 ,'%1'.$$
" " " " Rp
586*8500 1*967*5044 1*9+6*+1800 +00*00000 +'%&'+0&.++
" " " " Rp
586*8500 +*085*6446 +*098*08700 +00*00000 +'1',*,.%
" " " " Rp
586*8500 1*49*45+1 748*6400 +00*00000 %'1&'%0%.$1
" " " " " " " " Rp
190*00000 1+*6098 1*88770 *95800 16*80000 +1*05000 +*47400 1*5+00 $%$'&+.,,
" " " " " " " " Rp
190*00000 18*97698 *59+0 *95800 16*80000 +1*05000 +*47400 1*5+00 $%'&,&.,
" " " " "
*06000 1*84600 5*65+70 58000 +*64740
" " Rp
4995 18+8 1,'*&%.$1
" " Rp
4995 18+8 1,'*&%.$1
" " " " "
4*5800 *50890 8*+9190 +*+9800 *81000
" " " " " " " Rp
4*5800 *50890 8*+9190 +*+9800 *81000 41400 18+8 1'&+*.*,
" " " " " " " " " " " " " " Rp
44950 7*08000 19*6980 +000 15000 +*96000 +*40000 8500 58500 44000 7*1+800 1*700 +*+0700 1*07+00 $,'0,.00
" " " " " " Rp
10*5++90 11+00 69800 90+00 1*10400 8410 1%',*.&0
" " " " " Rp
+*965*00000 168*00000 74+*40000 110*40000 15*+000 %'*0'0%0.00
" " " " " Rp
476*5+000 4*1+800 46*14000 8*96500 +71+ ,&'*$.%$
"
96*8000
" " " " Rp
47980 9*0+000 7+700 4087 &'0*.0&
" " " " Rp
47980 9*0+000 7+700 4087 &'0*.0&
" " " " "
98*0000 15+80 +*40000 +9500 18+8
" " " " " Rp
98*0000 15+80 +*40000 +9500 18+8 '$%.,
" " " " " Rp
17*41000 47980 9*0+000 7+700 4087 $*'&*.0&
" " " " " " " " Rp
+51*57000 *96980 7*+800 75500 +*80000 90*+0000 15*85000 8*68100 %'&.,0
" " " " " " " " " " " " Rp
50*64577 16*8+960 +74*941+8 4*195*1085 5+*17887 +6*97180 1*1+1*40000 00*10000 156*+0000 46*59800 1*5+91 80*00000 $'+'&%.&1
" " " " " " Rp
6+1*0000 158*7400 87*80000 1+5*5000 +6*70700 8*68100 1'%0',%.00
" " " " "
+5*8+000 9*9800 1*19000 +*70700 1+0
" Rp
697 %&'**1.,&
" Rp
697 %&'**1.,&
" " " " "
146*8+000 4*51000 +*5+80 5*1700 948+0
" " " " " " Rp
146*8+000 4*51000 +*5+80 5*1700 948+0 ++171 $0%'0+.,1
" " " " " Rp
18*57000 +800 4*57000 88+00 +9080 $1',0.,0
" " " " " " Rp
+*00000 14000 +800 4*57000 88+00 +9080 $&'*.,0
" " " " " " " Rp
+*10 8*49+0 +*898+0 15*+8000 9*44000 15*85000 10*7+000 1'+,0.*0
" " " " " " " Rp Rp
1*076*00000 ++*80000 118*+4000 5*7+00 +16*9800 18*60000 1+4*+0000 1'+',.00 1'+,.
" " " " " " Rp
57*77000 +0*06000 1*98800 4*+1+00 46570 1*45090 ,'+%%.&0
PERHITUNGAN HARGA SATUAN PEKERJAA PENGEBORAN AN KONSTRUKSI SUMUR 2
Biaa !era,i Peralatan
PERHITUNGAN HARGA SATUAN PEKERJAA PENGEBORAN AN KONSTRUKSI SUMUR 2
Biaa !era,i Peralatan 1
+
4
'rillin "in Merk < e HP 2,i Pel.ma, Me,in 2,i Pel.ma, ran,mi,i 2,i Pel.ma, H-r:li?k 2,i Pel.ma, #ear B:x
O O O O O
a b ? - e
O O O O O O
MU' PUMP Merk < e HP 2,i Pel.ma, Me,in
O O
a b
O O
22
Pel.ma, Me,in #rea,e Biaa !era,i kerja tia jam
01+0 0010 000+ 0001 00+8 0001
0010 00+8
O O O
a b ?
O O O
01+0 0010 0080
O O O O
60 1+ 4 10
O O O O
01+0 0080 000+ 000+ 00+8
Bahan Bakar Pel.ma, Me,in Pel.ma, C:mre,,:r Biaa !era,i kerja tia jam
r.?k Merk < e HP 2,i Pel.ma, Me,in Pel.ma, #ar-an 2,i Pel.ma, ran,mi,i Bahan Bakar Pel.ma, Me,in Pel.ma, #ar-an Pel.ma, ran,mi,i #rea,e Biaa !era,i erja tia jam
#enerat:r < #en,et Merk < e HP 2,i Pel.ma, me,in
O O
a b ?
O O O
Bahan Bakar Pel.ma, Me,in #rea,e Biaa !era,i kerja tia jam
Uah Per,:nil Pemb:ran Per hie>
Pk Ltr Ltr Ltr Ltr x x x x x x
40 10 1+ 1+0 1 4
Pk Ltr Ltr Ltr Ltr
x x x x x x
" " " " " "
40 Pk 1+ Ltr
Air C:mre,,:r Merk < e HP 2,i Pel.ma, Me,in 2,i Pel.ma, C:mre,,:r
a b ? - e 8
Bahan Bakar (,:lar) Pel.ma, Me,in Pel.ma, ran,mi,i Pel.ma, H-r:li?k #rea,e Pel.ma, #ear B:x Biaa :era,i kerja tia jam
40 1+ 10 1+0 4
x x
1+ Ltr 1
x " x "
1+0 Ltr 0 Ltr 1+ Ltr
x " x " x "
1+0 Pk 0 Ltr 1+ Ltr x x x
Pk Ltr Ltr Ltr x x x x x
60 1+ 4 10 1
Ltr Ltr Ltr Ltr
x x x x x
" " " " "
48 Pk 1+ Ltr
01+0 0010 00+8
x x x
48 Ltr 1+ Ltr 1
x " x " x "
a b ? 22
Uah Per,:nil Pemb:ran Per hie> 1 Biaa !era,i:nal Per,:nil Pemb:ran a 'riller b A,i,ten 'riller ? Mekanik - Del-er e enaa Pembant. < Heler > 'rier < !erat:r Uah 1 hi>t ( 7 jam kerja ) Uah ia Jam erja +
222
Bahan Bakar Pel.ma, Me,in #rea,e Biaa !era,i kerja tia jam
Biaa Pem:maan Uji a 'rier < !erat:r b Mekanik ? enaa Pembant. < Heler Uah 1 hi>t ( 7 jam kerja ) Uah ia Jam erja
O O O
01+0 0010 00+8
x x x
O O O O O O
1000 1000 1000 1000 4000 1000
x x x x x x
Pekerjaan Pekerjaan Pekerjaan Pekerjaan
Peneb:ran Pema,anan Q Pen?ab.tan Pia Pen?.?ian .m.r ( Air C:me,,:r ) Pem:maan Uji ( P.min e,t )
1 1 1 1 1 1
!r !r !r !r !r !r
x " x " x "
x x x x x x
" " " " " "
O 1 hi>t < 7 jam kerja
x "
O O O
x " x " x "
1000 1000 +000
O 1 hi>t < 7 jam kerja
Perhit.nan Biaa !era,i Pekerjaan Per Jam 1 + 4
48 Ltr 1+ Ltr 1
O O O O
( abel 1 ) ( abel + ) ( abel ) ( abel 4 )
x "
222
Perhit.nan Biaa !era,i Pekerjaan Per Jam 1 + 4 8
2G
Pekerjaan Pekerjaan Pekerjaan Pekerjaan Pekerjaan
O O O O O
( abel 1 ) ( abel + ) ( abel ) ( abel 4 ) ( abel 8 )
Perhit.nan Hara at.an Pekerjaan 1
Pekerjaan Peneb:ran Pil:t H:le -ia 180 mm Biaa !era,i Pekerjaan Peneb:ran ; e-alaman O 0 meter ,<- 80 meter Biaa er meter ;
+
;
O O
0700 meter
x "
O O
0900 meter
x "
e-alaman O 0 meter ,<- 80 meter Biaa er meter
O O
+000 meter
x "
e-alaman O 80 meter ,<- 100 meter Biaa er meter
O O
1780 meter
x "
e-alaman O 80 meter ,<- 100 meter Biaa er meter
Pekerjaan "eamin -ia +00 mm Biaa !era,i Pekerjaan Peneb:ran ;
G
Peneb:ran Pema,anan Q Pen?ab.tan Pia Pen?.?ian .m.r ( Air C:me,,:r ) Pem:maan Uji ( P.min e,t ) Pen?.?ian .m.r ( Dater Jettin )
Pekerjaan Pene-iaan<ema,anan ia er meter biaa :era,i ekerjaan ema,anan ia erkiraan ke?eatan rata ; rata O ;
Biaa Pema,anan Pia -ia +00 mm < m Hara Pia -ia +00 mm < m
O
1 x 1 x
00 100
x " x "
;
Biaa Pema,anan Pia -ia 180 mm < m Hara Pia -ia 180 mm < m
O
1 x 1 x
0+8 100
x " x "
;
Biaa Pema,anan Pia -ia 98 mm < m Hara Pia -ia 98 mm < m
O
1 x 1 x
018 100
x " x "
4
Pen?.?ian .m.r ( Dater Jettin )
O
17 x
0+8
x "
8
'eel:ment ( Air C:mre,,:r )
O
15 x
0+8
x "
5
Pem:maan Uji
O
1 x
180
x "
O O O
1 x + x 1 x
100 Hari 100 Hari 100 M
x " x " x "
ilter #rael .kan enaa embant. #rael Pa?k
5*00000 +9*00000 +9*00000 +9*00000 +0*00000 +9*00000
" " " " " " "
+7*70000 +*90000 54700 *+4000 80000 10700 8*66500
+9*00000 " +0*00000 " J.mlah "
*+4000 80000 *94000
5*00000 " +9*00000 " +9*00000 " J.mlah "
75*40000 7*10000 15*+0000 110*90000
J.mlah
5*00000 +9*00000 +9*00000 +9*00000 +0*00000
" " " " " "
54*70000 15*+0000 +1500 84000 80000 7+*+8500
5*00000 " +9*00000 " +0*00000 " J.mlah "
+*40000 *+4000 80000 5*14000
J.mlah
5*00000 " +9*00000 " +0*00000 " J.mlah "
7+*80000 51*80000 7*80000 7*80000 4*48000 7+*80000
+*40000 *+4000 80000 5*14000
" " " " " " J.mlah " +58*58000 "
41*+8000 0*98000 41*98000 41*98000 57*60000 41*+8000 +58*58000 *+05+8
7+*80000 " 7*80000 " 4*48000 " J.mlah " +4*60000 "
7+*80000 7*80000 57*60000 +4*60000 +6*5+80
" " " "
+18*81+ 6*4869 ++*8469 78*84944
" " " " "
+18*81+ 6*4869 ++*8469 78*84944 10+*451+5
+18*81+ "
+56*15760
+18*81+ "
09*5+150
+18*81+ "
109*55985
+18*81+ "
115*695
6*4869 " 650*00000 " J.mlah "
+7*0971 650*00000 677*0971
6*4869 " 870*00000 " J.mlah "
+*5474 870*00000 50*5474
6*4869 " 148*00000 " J.mlah "
14*01761 148*00000 186*01761
10+*451+5 "
451*09858
++*8469 "
60*16949
78*84944 "
1+7*+119
45*70000 4*48000 ++8*00000 J.mlah
" " " "
45*70000 57*60000 ++8*00000 40*90000
Tabel - 1 Pekerjaan Pemboran pada segala Formasi Biaya Tiap Jam No.
I.
Uraian Pekerjaan
Drilling Rig
Mud Pump
'()'*.+)
,(-)%.+-
Compressor
Truck
Pumping Test
#enerator Pompa
Mata Bor
BI! "N#$UN# % Biaya Pemilikan & Penyusutan
(',-.)
%()-.+
Tabel - 1 Pekerjaan Pemboran pada segala Formasi Biaya Tiap Jam No.
I.
Uraian Pekerjaan
Compressor
Pumping Test
Drilling Rig
Mud Pump
Truck
'()'*.+)
,(-)%.+-
(',-.)
,+().** ,,(/*)./+
,(-1*.**
'/(/+).**
%+(+-).+)
%(+**.,%
%'(1%'.-
,(1+.,-
(**%.'
#enerator Pompa
Mata Bor
BI! "N#$UN# % Biaya Pemilikan & Penyusutan / Biaya 0perasi & 0perasi peralatan & Upa2 operator
%()-.+
, Biaya Pemeli2araan II.
BI! T3 "N#$UN# & /*4 5 Biaya langsung
Jumla2
&
%%*(+%/.-)
,,.+/
&
&
/(,)%.%%
Tabel - 2 Pekerjaan Pemasangan dan Pencabutan Pipa Biaya Tiap Jam No.
I.
Uraian Pekerjaan
Drilling Rig
Mud Pump
Compressor
Pumping Test
Truck
#enerator Pompa
Mata Bor
BI! "N#$UN# % Biaya Pemilikan & Penyusutan / Biaya 0perasi & 0perasi peralatan & Upa2 operator
'()'*.+)
,+().** ,,(/*)./+
, Biaya Biaya Pemeli Pemeli2a 2araa raan n II. II.
BI BI! T3 "N# "N#$U $UN# N# & /*4 5 Biaya langsung
Jumla2
%+(+-).+)
,(1+.,-
&
&
&
&
&
&
Tabel - 3 Pekerjaan Pencucian Sumur ( Air Compressor ) Biaya Tiap Jam No.
I.
Uraian Pekerjaan
Drilling Rig
Mud Pump
Compressor
BI! " "N#$UN# % Biaya Biaya Pemi Pemilik likan an & Penyusutan
'()'*.+)
+(/*'.,,
Truck
Pumping Test Test
#enerator Pompa
Mata Bor
, Biaya Biaya Pemeli Pemeli2a 2araa raan n II. II.
BI BI! T3 "N# "N#$U $UN# N# & /*4 5 Biaya langsung
Jumla2
%+(+-).+)
,(1+.,-
&
&
&
&
&
&
Tabel - 3 Pekerjaan Pencucian Sumur ( Air Compressor ) Biaya Tiap Jam No.
I.
Uraian Pekerjaan
Drilling Rig
Mud Pump
Compressor
Pumping Test Test
Truck
#enerator Pompa
Mata Bor
BI! " "N#$UN# % Biaya Biaya Pemi Pemilik likan an & Penyusutan / Biay Biaya a 0pera 0perasi si & 0perasi peralatan & Upa2 operator
'()'*.+)
+(/*'.,,
,+().** ,,(/*)./+
%%*(-**.**
%+(+-).+)
/,(%'%.)-
, Biaya Biaya Pemeli Pemeli2a 2araa raan n II. II.
BI BI! T3 "N# "N#$U $UN# N# & /*4 5 Biaya langsung Jumla2
,(1+.,-
&
%,(**.**
&
&
&
&
Tabel - Pekerjaan Pemompaan !ji Biaya Tiap Jam No.
I.
Uraian Pekerjaan
Drilling Rig
Mud Pump
Compressor
Pumping Test Test
Truck
#enerator6 Pompa
Mata Bor
BI! " "N#$UN# % Biaya Biaya Pemi Pemilik likan an & Penyusutan
+(-'-.*1
/ Biay Biaya a 0pera 0perasi si & 0perasi peralatan & Upa2 operator
,)(%1*.** /(,)/.+*
, Biaya Biaya Pemeli Pemeli2a 2araa raan n
II. II.
BI BI! T3 "N# "N#$U $UN# N# & /*4 5 Biaya langsung Jumla2
&
&
&
&
+('-/.+*
'(,'+.1%
,+(/,+.**
+*(,%/.11
&
Tabel - 3 Pekerjaan Pencucian Sumur ( Air Compressor ) Biaya Tiap Jam No.
I.
Uraian Pekerjaan
Drilling Rig
Mud Pump
Compressor
Pumping Test Test
Truck
#enerator Pompa
Mata Bor
BI! " "N#$UN# % Biaya Biaya Pemi Pemilik likan an & Penyusutan / Biay Biaya a 0pera 0perasi si & 0perasi peralatan & Upa2 operator
'()'*.+)
+(/*'.,,
,+().** ,,(/*)./+
%%*(-**.**
%+(+-).+)
/,(%'%.)-
, Biaya Biaya Pemeli Pemeli2a 2araa raan n II. II.
BI BI! T3 "N# "N#$U $UN# N# & /*4 5 Biaya langsung Jumla2
,(1+.,-
&
%,(**.**
&
&
&
&
Tabel - Pekerjaan Pemompaan !ji Biaya Tiap Jam No.
I.
Uraian Pekerjaan
Drilling Rig
Mud Pump
Compressor
Pumping Test Test
Truck
#enerator6 Pompa
Mata Bor
BI! " "N#$UN# % Biaya Biaya Pemi Pemilik likan an & Penyusutan
+(-'-.*1
/ Biay Biaya a 0pera 0perasi si & 0perasi peralatan & Upa2 operator
,)(%1*.** /(,)/.+*
, Biaya Biaya Pemeli Pemeli2a 2araa raan n
II. II.
BI BI! T3 "N# "N#$U $UN# N# & /*4 5 Biaya langsung Jumla2
&
&
&
&
+('-/.+*
'(,'+.1%
,+(/,+.**
+*(,%/.11
&
Tabel - " Pekerjaan Pencucian Sumur ( #ater $entting ) Biaya Tiap Jam No.
I.
Uraian Pekerjaan
Drilling Rig
Mud Pump
'()'*.+)
,(-)%.+-
BI! " "N#$UN# % Biaya Biaya Pemi Pemilik likan an & Penyusutan
Compressor
Truck
Pumping Test Test
#enerator Pompa
Mata Bor
II. II.
BI BI! T3 "N# "N#$U $UN# N# & /*4 5 Biaya langsung Jumla2
&
&
&
&
+('-/.+*
'(,'+.1%
,+(/,+.**
+*(,%/.11
&
Tabel - " Pekerjaan Pencucian Sumur ( #ater $entting ) Biaya Tiap Jam No.
I.
Uraian Pekerjaan
Drilling Rig
Mud Pump
Compressor
'()'*.+)
,(-)%.+-
,+().** ,,(/*)./+
,(-1*.**
%+(+-).+)
%(+**.,%
,(1+.,-
(**%.'
Pumping Test Test
Truck
#enerator Pompa
Mata Bor
BI! " "N#$UN# % Biaya Biaya Pemi Pemilik likan an & Penyusutan / Biay Biaya a 0pera 0perasi si & 0perasi peralatan & Upa2 operator , Biaya Biaya Pemeli Pemeli2a 2araa raan n
II. II.
BI BI! T3 "N# "N#$U $UN# N# & /*4 5 Biaya langsung
Jumla2
Jumla2 "
/1(/1-.)
&
&
&
&
&
Tabel - " Pekerjaan Pencucian Sumur ( #ater $entting ) Biaya Tiap Jam No.
I.
Uraian Pekerjaan
Drilling Rig
Mud Pump
Compressor
'()'*.+)
,(-)%.+-
,+().** ,,(/*)./+
,(-1*.**
%+(+-).+)
%(+**.,%
,(1+.,-
(**%.'
Pumping Test Test
Truck
#enerator Pompa
Mata Bor
BI! " "N#$UN# % Biaya Biaya Pemi Pemilik likan an & Penyusutan / Biay Biaya a 0pera 0perasi si & 0perasi peralatan & Upa2 operator , Biaya Biaya Pemeli Pemeli2a 2araa raan n
II. II.
BI BI! T3 "N# "N#$U $UN# N# & /*4 5 Biaya langsung
Jumla2
Jumla2 "
/1(/1-.)
%/%(/.** ,,(/*)./+
,+(''.%
/%+(,,+.%/
Jumla2 "
'()'*.+)
,+().** ,,(/*)./+
%+(+-).+)
,(1+.,-
&
&
&
&
&
Jumla2 "
/1(/1-.)
%/%(/.** ,,(/*)./+
,+(''.%
/%+(,,+.%/
Jumla2 "
'()'*.+)
,+().** ,,(/*)./+
%+(+-).+)
,(1+.,-
3et.
%,('''.'
%+(+-).+)
,(1+.,-
3et.
%,('''.'
%1)()).** ,,(/*)./+
,'(-+'./, /,/(+1.,-
3et.
+(-'-.*1
,)(%1*.** /(,)/.+*
%1(/+-.% '+(+1-.11
3et.
%,('''.'
%1)()).** ,,(/*)./+
,'(-+'./, /,/(+1.,-
3et.
+(-'-.*1
,)(%1*.** /(,)/.+*
%1(/+-.% '+(+1-.11
3et.
%/(11/.%,
%1(/+-.% '+(+1-.11
3et.
%/(11/.%,
,(-,).** ,,(/*)./+
%-(*-).''
%*/(1)%./)
7III.
BI! P8N!U$UTN
3et.
%/(11/.%,
,(-,).** ,,(/*)./+
%-(*-).''
%*/(1)%./)
7III.
BI! P8N!U$UTN %.
Mesin 9or
/.
Mud Pump
,.
Truck
1.
#enerator6#enset
+.
Mata 9or segala ukuran
).
"ogging
-.
Compressor
'
'
'
'
'
'
'
5
5
5
5
5
5
5
,*
,*
,*
,*
,*
,*
,*
5
% %/
5
) Ta2un
5
% %/
5
) Ta2un
5
% %/
5
) Ta2un
5
% %/
5
) Ta2un
5
% %/
5
) Ta2un
5
% %/
5
) Ta2un
5
% %/
5
) Ta2un
Rp. %+*(***(***
Rp.
)+(***(***
Rp. %-*(***(***
Rp. %**(***(***
Rp.
,1(***(***
Rp.
)*(***(***
Rp.
*(***(***
7III.
BI! P8N!U$UTN %.
Mesin 9or
/.
Mud Pump
,.
Truck
1.
#enerator6#enset
+.
Mata 9or segala ukuran
).
"ogging
-.
Compressor
'
'
'
'
'
'
'
5
5
5
5
5
5
5
,*
,*
,*
,*
,*
,*
,*
5
% %/
5
) Ta2un
5
% %/
5
) Ta2un
5
% %/
5
) Ta2un
5
% %/
5
) Ta2un
5
% %/
5
) Ta2un
5
% %/
5
) Ta2un
5
% %/
5
) Ta2un
Rp. %+*(***(***
Rp.
)+(***(***
Rp. %-*(***(***
Rp. %**(***(***
Rp.
,1(***(***
Rp.
)*(***(***
Rp.
*(***(***
Rp.
'()'*.+)
Rp.
,(-)%.+-
Rp.
(',-.)
Rp.
+(-'-.*1
Rp.
%()-.+
Rp.
,(1-/.//
Rp.
+(/*'.,,
AFTAR HARGA BAHAN
AFTAR HARGA BAHAN
H;3 N/.
N7 ! J9!"2 B;!3
S#! (Rp.)
I
BAHAN
1
A?.,ti? 0 x 0
Lembar
"
98*9+000
+
A?.,ti? 0 x 50
Lembar
"
106*+0000
+
A?.,ti? 50 x 1+0
Lembar
"
+08*+0000
Alan;alan
2kat
"
+*8000
Alm.ni.m B
"
;
4
Alm.ni.m C
"
;
4
Areat Hal.,
M
"
95*50000
8
Areat a,ar
M
"
7+*10000
8
Aran
"
*71000
5
A,be, #el:mban Be,ar
Lembar
"
46*90000
5
A,be, #el:mban e?il
Lembar
"
4*+0000
9
A,be, E.alit 1 x 1 m
Lembar
"
1+*0000
9
A,halt
"
4*79000
7
A,halt emen Pen 50<90 ata. Pen 70<100
"
8*4+000
7
Ata Har>lek
Lembar
"
47*90000
6
Ata M.ltir::> < $meral
Lembar
"
6+*90000
6
Ata ira
Lembar
"
66000
10
Baja Pr:>il
"
16*60000
10
Bak C.?i Pirin L:am
B.ah
"
575*60000
11
Bak C.?i Pirin era,:
B.ah
"
9+7*80000
11
Bak C.?i anan < Da,ta>el eramik
B.ah
"
858*40000
1+
Bak Man-i iber
B.ah
"
6+1*0000
1+
Bak Man-i Pla,tik
B.ah
"
98+*00000
1
Bak Man-i P:r,elin
B.ah
"
1*96*+0000
1
Bak Man-i era,:
B.ah
"
577*60000
14
Bal:k (0*18 x 0*18 x 8 m) .alita, 2 emant:k
Batan
"
+5*60000
14
Bamb.
Batan
"
1*80000
18
Bata?:te
B.ah
"
18*80000
18
Bata?:
B.ah
"
+*41000
15
Bat. A.n
"
+*+1000
15
Bat. ( 1000 ; 1800 )
M
"
140*58000
19
Bat. ( +80 ; 400 )
M
"
10*4+000
19
Bat. ( 8 ; 80 )
M
"
1+4*08000
17
Bat. Bata
B.ah
"
84+80
17
Bat. ali < Bat. Belah (.nai < #.n.n )
M
"
7+*80000
16
Bat. Pe?ah + ; ?m
M
"
+7+*10000
16
Bat. Par:,
M
"
+7+*10000
+0
Bat. emel
M
"
149*00000
+0
Ba.t a R 1<+ ; 7
B.ah
"
*70000
+1
Ba.t an-ek
B.ah
"
1*+800
+1
BBM
Liter
"
8*58000
++
Be,i Bet:n P:l:,
"
9*0000
++
Be,i Bet:n Ulir
"
6*74000
+
Be,i B:.t ( .-a;.-a ) R 8<7 ; 10
B.ah
"
4*60000
+
Be,i jarin ka/at baja
B.ah
+4
Be,i ,tri
"
8*00000
+4
Be,i re,,tre,,e- :l:,
"
+8
Bet:n ":,ter < era/an
B.ah
"
7*08000
+8
Bet:n .mb.k
M
"
909*+000
+5
B.b.nan #enten
MK
"
+7*59000
+5
B.b.nan #enten Metal
MK
"
+6*14000
+9
B.b.nan en
MK
"
+0*07000
+9
B.b.nan an-ek
Lbr
"
1*55000
+7
B.i, Bet:n R 10 ?m
B.ah
"
+1*+6000
+7
B.i, Bet:n R +0 ?m
B.ah
"
+7*59000
+6
B.i, Bet:n R 0 ?m
B.ah
"
41*08000
+6
B.i, anah R 10 ?m
B.ah
"
17*54000
0
B.i, anah R +0 ?m
B.ah
"
+4*64000
0
Cat Be,i
"
+*16000
1
Cat 'a,ar a.
"
+1*+1000
1
Cat a. Menkilat
"
1*01000
+
Cat Menie
"
18*46000
+
Cat emb:k
< 8
"
+5*97000
'em.l a.
"
14*6+000
'em.l Ja-i
"
14*6+000
4
'::r ?l:,er
Bh
"
15*4+000
4
'::r h:l-er
Bh
"
15*4+000
8
'nab:lt< ram,et
Bh
"
5*1+000
8
$n,el Jen-ela
Pa,an
"
10*9+800
5
$n,el Pint.
Pa,an
"
17*41000
5
$,an:let
B.ah
"
76*5000
9
l::r 'rain
B.ah
"
18*57000
9
ellex 100% /::l;;+1
M
"
70*57000
7
#enten Bet:n
B.ah
"
8*1+000
7
#enten -e?ra b:n-
B.ah
"
++*98000
6
#enten lam
B.ah
"
8*84000
6
#enten eramik
B.ah
"
7*9+000
40
#enten :-:k
B.ah
"
*+7000
40
#enten alent:n ke?il
B.ah
"
+*90000
41
#enten alent:n ,.er < be,ar
B.ah
"
+*67000
41
#enten en
M
"
90*7000
4+
#i .m
B.ah
"
56*88000
4+
#ren-el Jem-ela < Pint.
B.ah
"
9*70000
4
Hak Anin
B.ah
"
10*00000
4
Har-ener >err:ax
"
10*00000
44
2j.k
"
17*70000
44
2nteral ?ie arti,tik (8 x 8 x +0) ?m
Bh
"
;
;
48
a?a Benin Uk mm
M
"
89*0000
48
a?a Benin Uk 8 mm
M
"
9+*0000
45
a?a Benin Uk 7 mm
M
"
7+*0000
45
a?a B.ram Uk 1+ mm
M
"
6+*0000
49
a?a "aban- Uk 8 mm
M
"
76*+0000
49
a?a Cermin Uk 8 mm
M
"
9+*0000
47
a?a Cermin Uk 5 mm
M
"
9+*0000
47
a?a Cermin Uk 7 mm
M
"
9+*0000
46
a?a /irela,,
M
"
9+*0000
46
a?a Patri
M
"
9+*0000
80
alkari.m
"
5+*0000
80
a.r Bat.
M
"
868*10000
81
a.r irih
M
"
54*90000
81
aret 70% /::l* +0% nl:n
M
"
54*90000
8+
ar., A,be, #el:mban Be,ar
MK
"
87*0000
8+
ar., A,be, #el:mban e?il
MK
"
46*50000
8
ar., #enten Bet:n
MK
"
4*0000
8
ar., #enten lam
MK
"
4*10000
84
ar., #enten eramik
MK
"
88*0000
84
ar., #enten :-:k
MK
"
1*00000
88
a/at Bet:n
"
11*00000
88
a/at Br:nj:n R mm
"
7*70000
85
a/at Br:nj:n R 4 mm
"
6*60000
85
a/at Br:nj:n R 8 mm
"
1+*+0000
89
a/at Br:nj:n Pabrikan Ukr ( 1*8 x 1 x 1 )
Unit
"
+49*80000
89
a/at Br:nj:n Pabrikan Ukr ( + x 1 x 1 )
Unit
"
0+*80000
87
a/at Br:nj:n Pabrikan Ukr ( x 1 x 0*8 )
Unit
"
+49*80000
87
a/at '.ri
":l
"
14*40000
86
a/at Jarin
Lbr
"
1++*40000
86
a/at Harm:nika
M
"
++*10000
50
a/at Nam.k < a,a L:am
M
"
0*60000
50
a/at Nam.k < a,a Pla,tik
M
"
9*70000
51
a. Bahan Pint.
M
"
+*798*00000
51
a. Bakar
M
"
64*70000
5+
a. Baka. 10 ?m
Batan
"
*00000
5+
a. Be.ke,tin ela, 222
M
"
1*65*00000
5
a. ':lken < ian Peran?ah
Batan
"
1*704*+0000
5
a. :rmika
M
"
1*17000
54
a. #elaar Uk 7<18 ; 4 m
M
"
1*68+*07
54
a. la,, 2 ( e.mant:k < Ulin < -ll )
M
"
4*065*90000
58
a. la,, 22 ( amer < r.in < -ll )
M
"
+*615*80000
58
a. la,, 222 ( B:rne: < -ll )
M
"
+*0*00000
55
a. la,, 2G ( en:n < -ll )
M
"
1*648*00000
55
a. "anka < B:./lank
M
"
1*640*60000
59
a. "anka Pla>:n-
M
"
1*694*70000
59
a. "en Uk +< ; 4 m
MK
"
5*60000
57
eramik i,i .lit Jer.k +0 x +0 ?m
M
"
10*90000
57
eramik Uk 40 x 40 ?m
B.ah
"
10*10000
56
eramik Uk 40 x 40 ?m (Anti li)
B.ah
"
11*+0000
56
eramik Uk x ?m
B.ah
"
7*40000
90
eramik Uk x ?m (Anti li)
B.ah
"
6*60000
90
eramik Uk 0 x 0 ?m
B.ah
"
9*60000
91
eramik Uk +8 x +8 ?m
B.ah
"
5*70000
91
eramik Uk +0 x +0 ?m
B.ah
"
5*70000
9+
eramik Uk 18 x 18 ?m
B.ah
"
8*90000
9+
eramik Uk 0 x ?m
B.ah
"
9*60000
9
eramik Uk 18 x +8 ?m
B.ah
"
5*70000
9
eramik Uk 10 x ?m
B.ah
"
8*90000
94
eramik Uk 10 x +0 ?m
B.ah
"
8*90000
94
erta, Amla,
Lembar
"
4*40000
98
l:,et '.-.k eramik ( etara 2A )
B.ah
"
1*748*10000
98
l:,et J:nk:k
B.ah
"
17*98000
95
l:,et J:nk:k eramik ( etara 2A )
B.ah
"
+51*57000
95
l:,et M:n:bl:k L:kal
B.ah
"
111*60000
99
:ral Bet:n
M
"
70*60000
99
:l:m ra?etak
Btn
"
++0*00000
97
ran Lei-in
B.ah
"
+*00000
97
.a,
B.ah
"
5*70000
96
.-a;.-a a.
M
"
4*018*00000
96
.n?i ; .n?i L:kal
Bh
"
9+*0000
70
.n?i Lemari
Bh
"
47*0000
70
.n?i tanam antik
Bh
"
18*0000
71
.n?i tanam kamar man-i
Bh
"
98*0000
71
.n?i ilen-er
Bh
"
108*0000
7+
.n?i el:t
Bh
"
108*0000
7+
Lam. Phili, 17 Datt
B.ah
"
6+*00000
7
Lam. Pijar 40 Datt
B.ah
"
5*50000
7
Lam. L +0 Datt
B.ah
"
79*00000
74
Lam. L 40 Datt
B.ah
"
117*10000
74
Lem Aib:n
B.ah
"
18*80000
78
Lem inl
"
18*80000
78
Lemanan ".m.t
M
"
+0*40000
75
Li,t eternit
MK
"
4*60000
75
Li,t ka. r:>il
M
"
9*60000
79
Marmer
M
"
41*00000
79
Meja 'a.r
B.ah
"
*918*70000
77
Meni Be,i
"
16*80000
77
Meni (rea- lea-) A
"
;
76
Meni (rea- lea-) B
"
;
76
Minak Cat
Liter
"
1+*+0000
60
M.ltilek, mm
Lembar
"
45*40000
60
M.ltilek, 4 mm
Lembar
"
5+*0000
61
M.ltilek, 5 mm
Lembar
"
9*00000
61
M.ltilek, 6 mm
Lembar
"
1++*90000
6+
N a ? : ( eran & 'a.n )
M
"
178*60000
6+
N:k < "ab.n en 0*8 Cat Pabrik
Lembar
"
4*0000
6
N:k < "ab.n en 0*8 i-ak 'i?at
Lembar
"
1*00000
6
!k,ien
M
"
+49*80000
64
Pak. A,be,
"
15*50000
64
Pak. Bet:n +*8 ?m
:tak
"
11*08000
68
Pak. Bet:n 4 ?m
:tak
"
1+*57000
68
Pak. Bet:n 8 ?m
:tak
"
14*0000
65
Pak. Bet:n 9 ?m
:tak
"
19*70000
65
Pak. Bet:n 7 ?m
:tak
"
16*+8000
69
Pak. Bet:n 10 ?m
:tak
"
+1*10000
69
Pak. ait
B.ah
"
1*10000
67
Pak. a.
"
7*60000
67
Pak. "en
"
7*60000
66
Pak. en
"
0*60000
66
Pak. .mbat
B.ah
"
1*10000
100
Pak. Ulir Prima-ek
B.ah
"
1*+0000
100
Panel Bet:n
Lbr
"
+95*00000
101
Paan Bake,tin
M
"
1*65+*60000
101
Paan a. B:./lank
M
"
1*647*70000
10+
Paan a. la,, 2 ( e.mant:k < Ulin < -ll )
M
"
4*018*00000
10+
Paan a. la,, 22 ( Meranti < r.in < -ll )
M
"
+*798*00000
10
Paan a. la,, 222 ( Berne: )
M
"
+*48*00000
10
Paan Li,lank ,emant:k <0 ?m
MK
"
+*+0000
104
Paan "i-er
Lbr
"
86*60000
104
Pa,ir Bet:n < erikil
M
"
76*50000
108
Pa,ir Pa,an
M
"
75*50000
108
Pa,ir Ur.
M
"
84*90000
105
Pa,ir ilika
"
+4*90000
105
Pain Bl:?k
M
"
58*+0000
109
Pen.t. Ata an-ek
M
"
6+*40000
109
Pen.t. Ata Prima 'e?k
Lbr
"
46*5+000
107
Pint. Be,i Baja
M
"
76*5+000
107
Pint. .l.n be,i
M
"
876*5+000
106
Pint. liat
M
"
76*5+000
106
Pint. .n,?reen all.m.ni.m
M
"
76*5+000
110
Pint. Al.m.ni.m
M
"
476*5+000
110
Pia #2P R 100 mm
MK
"
91*+000
111
Pia #2P R 180 mm
MK
"
1*+8000
111
Pia #2P R +00 mm
MK
"
180*08000
11+
Pia #2P R 80 mm
MK
"
9*49000
11+
Pia #2P R 98 mm
MK
"
8*80000
11
Pia Lei-in R 1 #alani,
Batan
"
100*80000
11
Pia Lei-in R 1<+ #alani,
Batan
"
89*40000
114
Pia Lei-in R 1 1<1+ #alani,
Batan
"
10*50000
114
Pia Lei-in R + #alani,
Batan
"
199*00000
118
Pia Lei-in R <4 #alani,
Batan
"
70*70000
118
Pia Lei-in R + #alani,
Batan
"
79*00000
115
Pia Lei-in R 4 #alani,
Batan
"
1*8+*70000
115
Pia PGC R 1
Batan
"
5*40000
119
Pia PGC R 1<+ .alita, AD $ (Unite-)
Batan
"
++*10000
119
Pia PGC R 1 1<+
Batan
"
69*00000
117
Pia PGC R +
Batan
"
104*60000
117
Pia PGC R + 1<+
Batan
"
115*00000
116
Pia PGC R
Batan
"
116*00000
116
Pia PGC R <4
Batan
"
+5*40000
1+0
Pia PGC R 4
Batan
"
1+4*50000
1+0
Plam.r emb:k
"
0*60000
1+1
Pelat a,be, tebal 8 mm
Lbr
"
90*60000
1+1
Pelat a,be, tebal 4 mm
Lbr
"
51*+0000
1++
Pelat a,be, tebal 8 mm
Lbr
"
50*60000
1++
Perekat
"
0*60000
1+
Plint eramik 18 x +0 ?m
B.ah
"
6*60000
1+
Plint Ubin Ab.;Ab. 18 x +0 ?m
B.ah
"
1*10000
1+4
Plint Ubin Ab.;Ab. 10 x 0 ?m
B.ah
"
*0000
1+4
Plint Ubin Ab.;Ab. 10 x 40 ?m
B.ah
"
*0000
1+8
Plint Ubin Ber/arna 18 x +0 ?m
B.ah
"
+*+0000
1+8
Plint Ubin Ber/arna 10 x 0 ?m
B.ah
"
*0000
1+5
Plint Ubin Ber/arna 10 x 40 ?m
B.ah
"
*0000
1+5
Plint Ubin era,: 10 x 0 ?m
B.ah
"
*0000
1+9
Plint Ubin era,: 10 x 40 ?m
B.ah
"
*0000
1+9
Plint Ubin #ranit: 10 x 0 ?m
B.ah
"
*0000
1+7
Plint Ubin #ranit: 10 x 40 ?m
B.ah
"
*0000
1+7
Plint Ubin teral.x keran 10 x 0 ?m
B.ah
"
*0000
1+6
Plint Ubin teral.x keran 10 x 40 ?m
B.ah
"
*0000
1+6
Plint Ubin teral.x marmer 10 x 0 ?m
B.ah
"
*0000
10
Plint Ubin teral.x marmer 10 x 40 ?m
B.ah
"
*0000
10
Plint Ubin teral.x marmer 10 x 50 ?m
B.ah
"
*0000
11
Pl/::- mm
Lembar
"
45*50000
11
Pl/::- 4 mm
Lembar
"
55*50000
1+
Pl/::- 5 mm
Lembar
"
70*50000
1+
P:lit.r
Ltr
"
70*50000
1
P:lit.r Ja-i
Ltr
"
70*50000
1
P:r,elin 10 x 18 ?m
M
"
76*40000
14
P:r,elin 11 x 11 ?m
M
"
76*40000
14
P:r,elin 18 x 18 ?m
M
"
76*40000
18
P:r,elin +0 x +0 ?m
M
"
47*80000
18
Pr:>il All.mini.m
MK
"
7*80000
15
"el Pint. ':r:n
Bh
"
4*80000
15
"e,i-.
Liter
"
4*80000
19
"e,er:ir Air "anka Baja 0*8 m
B.ah
"
7*596*70000
19
"e,er:ir Air "anka Baja 1 m
B.ah
"
1+*491*90000
17
":llin '::r Be,i
M
"
66*70000
17
"::> liht >ibrela,, ( 170 x 60 ) ?m
Lbr
"
6*90000
16
ab.n
"
10*+0000
16
?hakelar Merk Bra?:
B.ah
"
18*80000
140
eal ae
Lbr
"
8*50000
140
emen PC S 40
ak
"
88*80000
141
emen Pa-an < Cib:n:n S 80
ak
"
5*80000
141
emen ahan A,am S 40
ak
"
9*60000
14+
emen Merah
ak
"
94*60000
14+
emen P.tih
ak
"
100*40000
14
en BJL 0*+0 7
Lembar
"
97*40000
14
en BJL 0*+0 Cat Pabrik 7
Lembar
"
65*80000
144
en #el:mban BJL 0 7
Lembar
"
66*50000
144
en #el:mban BJL 0 Cat Pabrik 7
Lembar
"
67*40000
148
en Plat BJL +0
Lembar
"
44*+0000
148
en Plat BJL +4
Lembar
"
44*+0000
145
en Plat BJL +7
Lembar
"
44*+0000
145
en Plat BJL 0
Lembar
"
50*90000
149
eti?tank -an "embe,an 1 m
B.ah
"
4*80*40000
149
eti?tank -an "embe,an 1*8 m
B.ah
"
9*180*60000
147
eti?tank -an "embe,an + m
B.ah
"
10*66*60000
147
eti?tank -an "embe,an 5 m
B.ah
"
16*705*00000
146
i,alati:n < all.mini.m >:il
M
"
104*70000
146
:-a Ai
M
"
+*+0000
180
:>t b:ar- 4 mm
Lbr
"
94*70000
180
rin ni,
Bh
"
94*70000
181
t: :ntak & 2n,tala,i
itik
"
104*70000
181
t.t Derk
M
"
1*65+*60000
18+
.m.r P:ma anan era,an
B.ah
"
94*0000
18+
alan Pla,tik
MK
"
8+*70000
18
anah imb.n
M
"
4*40000
18
eak !il
Ltr
"
+7*57000
184
eel Ab.;Ab. 0 x 0 ?m
B.ah
"
*65800
184
eel i,ik Ba-ak
B.ah
"
9*90000
188
erali, Be,i Plat < ik.
M
"
+*40000
188
erali, Be,i Plat < ik. tahan ai
M
"
*40000
185
hinner
Ltr
"
+0*80000
185
itik Lam. & 2n,tala,i
itik
"
66*40000
189
Ubin Ab.;Ab. +0 x +0 ?m
Bh
"
*68000
189
Ubin Ab.;Ab. 0 x 0 ?m
Bh
"
8*48000
187
Ubin Ab.;Ab. 40 x 40 ?m
Bh
"
5*48000
187
Ubin Ber/arna +0 x +0 ?m
Bh
"
8*48000
186
Ubin Ber/arna 0 x 0 ?m
Bh
"
5*48000
186
Ubin Ber/arna 40 x 40 ?m
Bh
"
9*48000
150
Ubin eramik Arti,tik 10 x 10 ?m
Bh
"
4*48000
150
Ubin eramik Arti,tik 10 x +0 ?m
Bh
"
8*48000
151
Ubin eramik Arti,tik 8 x +0 ?m
Bh
"
*68000
151
Ubin era,: +0 x +0 ?m
Bh
"
4*48000
15+
Ubin era,: 0 x 0 ?m
Bh
"
8*48000
15+
Ubin era,: 40 x 40 ?m
Bh
"
*68000
15
Ubin #ranit: +0 x +0 ?m
Bh
"
4*48000
15
Ubin #ranit: 0 x 0 ?m
Bh
"
8*48000
154
Ubin #ranit: 40 x 40 ?m
Bh
"
5*48000
154
Ubin eral.x keran 40 x 40 ?m
Bh
"
9*48000
158
Ubin eral.x keran 0 x 0 ?m
Bh
"
5*48000
158
Ubin eral.x Marmer 0 x 0 ?m
Bh
"
5*48000
155
Ubin eral.x Marmer 40 x 40 ?m
Bh
"
5*48000
155
Ubin eral.x Marmer 50 x 50 ?m
Bh
"
5*48000
159
Ubin ahan A,am
Bh
"
5*48000
159
Ubin Da>el +0 x +0 ?m
Bh
"
4*48000
157
Urin:ir eramik ( etara 2A )
B.ah
"
704*00000
157
Urin:ir ra,:
B.ah
"
887*0000
156
#rael Pa?k -ia 8 mm ; 10 mm
M
"
++8*00000
156
#rea,e
"
+0*00000
190
Bent:nite
"
+0*00000
190
Minak :lar
Ltr
"
5*00000
191
Pel.ma, #ar-an
Ltr
"
+9*00000
191
Pel.ma, #ear B:x
Ltr
"
+9*00000
19+
Pel.ma, H-ra.li?k
Ltr
"
+9*00000
19+
Pel.ma, Me,in
Ltr
"
+9*00000
19
Pel.ma, ran,mi,i
Ltr
"
+9*00000
19
Pia #2P -ia +00 mm
MK
"
650*00000
194
Pia #2P -ia 180 mm
MK
"
870*00000
194
Pia #2P -ia 98 mm
MK
"
148*00000
198
Pia #2P -ia 80 mm
MK
"
100*00000
T"$
ekerin a,t L:kal 1 #r:.
B.ah
"
79*0000
195
ekerin a,t L:kal + #r:.
B.ah
"
111*80000
199
ekerin a,t L:kal #r:.
B.ah
"
151*80000
AFTAR HARGA UPAH H;3 N/.
ESKRIPSI
S#! (Rp.)
II
U PAH
1
Man-:r
!ran
"
84*10000
+
eala .kan a. < Cat
!ran
"
88*+0000
.kan a. < Cat
!ran
"
45*70000
4
La-en .kan a. < Cat
!ran
"
9*70000
8
La-en .kan Bat. < Be,i
!ran
"
9*70000
5
eala .kan Bat. < Be,i
!ran
"
88*+0000
9
.kan a. < Be,i
!ran
"
45*70000
7
La-en .kan a.
!ran
"
9*70000
6
Pekerja
!ran
"
+*80000
10
Pekerja #alian anah
!ran
"
+*80000
11
Penjaa Malam < atam
!ran
"
0*10000
'riller
!ran
"
7+*80000
Mekanik
!ran
"
7*80000
Del-er
!ran
"
7*80000
'rier < !erat:r
!ran
"
9+*80000
A,, 'riller
!ran
"
51*80000
enaa Pembant. < Heler
!ran
"
4*48000
T"$
:ir
!ran
"
54*80000
T"$
!erat:r
!ran
"
7+*80000
K9#9;!3!
0047 +07
111111111111
40*00000
K9#9;!3!