(time schedule) 1 peningkatan jalan
Post on 24-Feb-2018
244 Views
Preview:
TRANSCRIPT
-
7/25/2019 (Time Schedule) 1 Peningkatan Jalan
1/38
:::
R E K A P I T U L A S I
NO. URAIAN VOLUME SAT. ARGA SATUA JUMLAH HARGA KE
.- Pembuatan Direksi Keet / Gudang 1.00 Ls 5,000,000.00 5,000,000.00- Pek. Pengukuran dan Pas. Bowplank 1.00 ! "1,#"1.0" 1,"#,$1.%0- Papan &ama Pro'ek 1.00 B( 500,000.00 500,000.00
7,427,612.80
. ).00 *nit + +
SUB TOTAL RE!"
PPN 10 # RE!"
TOTAL RE!"
DIBULATKAN RE!"
:
-
7/25/2019 (Time Schedule) 1 Peningkatan Jalan
2/38
PROGRAM : PEMBANGUNAN SARANA DAN PRASARANA
KEGIATAN : REHABILITASI POS JAGA SAT POL PP
L O K A S I : KABUPATEN SORONG
TAHUN ANGGARAN : 2013
REN$ANA ANGGRAN BIA%A &RAB'
HARGA J
NO URAIAN PEKERJAAN VOLUME SAT. SATUAN
&RP'
I. PEKERJAAN TANAH ) PONDASI
1 . Galian ana( $.15 51,50.00
. Pasangan Batu Gunung 1 P2 3 ) Ps .$ 1,"#1,1$$.)"
. Pasangan Batu Kosong 1.)) 1,50,"$5.1)
) . *rugan Pasir Bawa( Pondasi 0.)$ $$#,00.00
5 . *rugan Pasir Bawa( Lantai .10 $$#,00.00
$ . *rugan ana( Kembali .05 1#,0%.
# . *rugan ana( dan Pemadatan ".0 0,00.00
J*+- 1
II. PEKERJAAN BETON
1 . 4loo 1 6 15 7150 kg/m8 0.1% +
. Kolom Praktis 1 6 1 71%# kg/m8 0.)5 +
. ing Balok 1/15 71$ kg/m8 0.1% 10,1,$0".5
) . ing Balok 1/1 71$ kg/m8 0.) 10,1,$0".5
5 . abat Beton 1 p2 3 ps 3 5 kr .1# ,1%#,$%).10
$ . 9or Plat Beton 7105 kg/m8 0.5 +
J*+-
III. PEKERJAAN DINDING
1 . Pas, Batu Bata !era( rasram 1/ batu 1 P2 3 Ps %.5 !: 0,#5#.1
. Pas. Batu Bata !era( Dinding 1/ batu 1 P2 3 ) Ps 1".01 !: 1$,15.)$
. Plest. ; 1.%0 !: 55#,$)5.)
. Daun pintu Panel Lapis 4eng Plat 1.#0 !: +
) . ?entilasi Ka'u @ Aalusi Ka'u 0.)5 !: )0),"%#.1)
J*+-
V. PEKERJAAN LANTAI
1 . Keramik lantai )0 6 )0 ".$ !: 0%,.01
. Keramik Dinding Kamar !andi @ Bak 0 6 5 10.0 !: + . Keramik lantai Kamar !andi 0 6 0 .$ !: 5#,1%).)%
J*+-
VI. PEKERJAAN ATAP
1 . angka Kuda-Kuda Ka'u 5/10 Klas > 0.5% ! #,1##,%0#.
. Gording Ka'u 5/10 Klas > 0.1 ! $,55,$.
. Listplank Ka'u Klas > .00 !C %0,$$.00
) .
-
7/25/2019 (Time Schedule) 1 Peningkatan Jalan
3/38
HARGA
NO URAIAN PEKERJAAN VOLUME SAT. SATUAN
&RP'
J*+-
I. PEKERJAAN LISTRIK
1 . Lampu 4L watt 76pose8@ itting $.00 B( #0,00.00
. 4top Kontak 1.00 B( #,00.00
. 4aklar Ganda 1.00 B( #,00.00
) . 4aklar unggal .00 B( #,00.00
5 . 1 *nit Bo6 Limit @ !9B 1.00 B( )",%$0.00
$ . >nstalasi Listrik 11.00 itik %$,000.00
J*+-
-
7/25/2019 (Time Schedule) 1 Peningkatan Jalan
4/38
HARGA
NO URAIAN PEKERJAAN VOLUME SAT. SATUAN
&RP'
. PEKERJAAN PENGE$ATAN
1 . 9at dinding luar / dalam 5).5 !: $,#01.00
. 9at listplank Ka'u %.5 !: 5#,)).00
. 9at plaond @ list Prol ka'u ."% !: $,#01.00
) . 9at Kusen,Pintu ; Aendela 1)."$ !: 5#,)).00
J*+-
I. PEKERJAAN SANITAIR
1 . Kloset Aongkok Porselin Puti( 1.00 B( 5"1,1.#
. Kran air 1.00 B( )$,50.00
. P
-
7/25/2019 (Time Schedule) 1 Peningkatan Jalan
5/38
&9?. PEKERJAAN STRUKTUR1 Pek. 4loe Beton 15/0
- Beton 700 Kg Besi @ Bekisting8 0.15 ! + +
Pek. Kolom Praktis 1/1
- Beton 700 Kg Besi @ Bekisting8 0.)# ! + +
Pek. ingbalk 1/1# @ 4opi-4opi
- Beton 700 Kg Besi @ Bekisting8 0.#5 ! + +
S*> T?- V &B' @@@@@@@@@@ RE!
-
7/25/2019 (Time Schedule) 1 Peningkatan Jalan
6/38
NO. URAIAN PEKERJAAN VOLUME SAT.HARGA SAT. JUMLAH HARGA
&R(.' &R(.'
1 ) 5 $ #
?. PEKERJAAN KUSEN, PINTU ) JENDELA .
1 Pas. Kusen pintu dan ?entilasi Ka'u Kls.1 0.0# ! + +
Pas. Pintu Panel Ka'u Kls. 1 .$% ! + +
Pas. Aalusi entilasi 0.)%0 ! + +
) Kun2i pintu 6 putar .000 B( + + 5 Pas. Grendel pintu .000 B( + +
$ T?- VIII@.@@@@@@@@@@@ RE!
?>. PEK.RANGKA, ATAP DAN PLA!OND
1 Pek. angka Kuda-Kuda 5/10 Ka'u Kls.1 0.$0 ! + +
Pek. Balok gording @ &ok 5/10 Ka'u Kls.1 0.1$5 ! + +
> 10.#0 ! + +
# Pas. Plaond ripleks t.)mm 10.#0 ! + +
% List plaond prol Ka'u Kelas >> )5.5%0 !C + +S*> T?- I.. @@@@@@@@@@@ RE!
?>>. PEKERJAAN INSTALASI LISTRIK
1 itik Listrik $.000 tk + +
Lampu L Eatt e6pose ).000 B( + +
itting lampu ).000 B( 1$,500.00 $$,000.0
) 4aklar ganda .000 B( + +
5 4ekring @ !9B 1.000 B( 50,000.00 50,000.0
S*> T?- I. @@@@@@@@@@@ RE!
?>>>. PEKERJAAN SANITASI
1 Pas. Pipa air Bersi( 1/CC
-
7/25/2019 (Time Schedule) 1 Peningkatan Jalan
7/38
NO. URAIAN PEKERJAAN VOLUME SAT.HARGA SAT. JUMLAH HARGA
&R(.' &R(.'
1 ) 5 $ #
1 Pek.9at Ka'u Baru $.$ ! 5#,)).00 $,5.#
Pek. 9at List Plank 5.0#$ ! 5#,)).00 "1,)%).
Pek.9at dinding baru 11."" ! $,#01.00 ),11,)"."
) Pek.9at Plaond 10.#0 ! 5,$5.00 5#,#%%.5
S*> T?- III @@@@@@@@@@@ /,314,018.4/
. PEKERJAAN PEMBERSIHAN
1 !embersi(kan 4isa Peker=aan 1.000 Ls 00,000.00 00,000.0
S*> T?- V @@@@@@@@@@@@ 300,000.00
-
7/25/2019 (Time Schedule) 1 Peningkatan Jalan
8/38
ANALISA HARGA SATUAN BO= 2013
PEKERJAAN KA%U
>&DK 4 < & I
0.0%00 ! Balok besi M ),%5$,$$$.$# %%,5.
0.5100 I tukang ka'u M %5,000.00 )
0.%#50 I peker=a M $5,000.00 5$
0.0510 I kepala tukang M "0,000.00 )
0.0))0 I mandor M 100,000.00 )
A*!L
-
7/25/2019 (Time Schedule) 1 Peningkatan Jalan
9/38
>&DK 4 < & I0.%00 I peker=a M $5,000.00 1%
0.0%00 I kepala tukang M "0,000.00 #
0.01)0 I mandor M 100,000.00 1
A*!L
0.000 Kg paku beton M )#,%1#.%$ ",5$.5#
0.%000 I tukang ka'u M %5,000.00 $%
0.%00 I peker=a M $5,000.00 1%
0.0%00 I kepala tukang M "0,000.00 #
0.0100 I mandor M 100,000.00 1
A*!L
0.%000 I tukang ka'u M %5,000.00 $%
0.%00 I peker=a M $5,000.00 1%
0.0%00 I kepala tukang M "0,000.00 #
0.0100 I mandor M 100,000.00 1
A*!L&D>&G 4*4*& 4>>I P
-
7/25/2019 (Time Schedule) 1 Peningkatan Jalan
10/38
>&DK 4 < & I
-
7/25/2019 (Time Schedule) 1 Peningkatan Jalan
11/38
KEGIATAN :
L O K A S I :
TAHUN ANGGARAN :Periode
N. U R A I A N BOBOT 'BULAN KE
M51 M52 M
17 814 1
D>?>4> 1. *!*!
1. M>;;-; 1.2 0.05 0.05
D>?>4> . D&?>4> . PKA4> 5. PK-- B?9 K** 7.36
D>?>4> #. 4*K*
#. 7$8 A9C-+-9 K--? %-95 D;- &= =; M' 16.13
A*!LL BB PKA
-
7/25/2019 (Time Schedule) 1 Peningkatan Jalan
12/38
-
7/25/2019 (Time Schedule) 1 Peningkatan Jalan
13/38
TIME S$HEDULE
=AKTU PELAKSANAAN
KEII BULAN KEIII BULAN KEIV BULAN
M57 M58 M5 M510 M511 M512 M513 M514 M51/ M516 M517 M518
434 /0/6 /763 6470 7177 7884 8/1 28 10/ 106112 11311 120126
0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05
0.0 0.0 0.0 0.0
0.") 0.") 0.") 0.") 0.") 0.") 0.") 0.") 0.") 0.")
0.$" 0.$" 0.$" 0.$" 0.$" 0.$" 0.$" 0.$" 0.$" 0.$" 0.$" 0.$"
.)" .)" .)" .)" .)" .)" .)" .)" .)" .)" .)" .)"
0.$# 0.$# 0.$# 0.$# 0.$# 0.$# 0.$# 0.$# 0.$# 0.$#
0."0 0."0 0."0 0."0 0."0 0."0 0."0 0."0 0."0 0."0 0."0 0."0
5.#) 5.#) 5.#) 5.#) 5.#) 5.#) 5.#) 5.#) 5.#$ 5.#$ ).15 ).15
1$. .0# #.%0 .5) ".% )5.01 50.#5 5$.)% $.) $%.00 #.1) #$."
Eaisai, 1 4eptember 015
P&
-
7/25/2019 (Time Schedule) 1 Peningkatan Jalan
14/38
Direktur *tama
-
7/25/2019 (Time Schedule) 1 Peningkatan Jalan
15/38
KETERANGANKEVI BULAN KEVII
M523 M524 M52/ M526
1//161 162168 1617/ 176180
0.05 0.05 0.05 0.05
.)" .)" .)" .)"
.5) .5) .5) .5)
".% ")." "#.)$ 100.00
-
7/25/2019 (Time Schedule) 1 Peningkatan Jalan
16/38
-
7/25/2019 (Time Schedule) 1 Peningkatan Jalan
17/38
KEGIATAN RE!"
L O K A S I RE!"
TAHUN ANGGARAN RE!"
DA!TAR ANALISA SATUAN
I.PEKERJAAN TANAH DAN PONDASI &SNI 283/:2008' ) &SNI 2836:2008'
1 + P95**-9 -9 (+--95-9 >*(-9 & SNI R;; 2002 '
Ka'u 5/# klas >> 0.01 p. ,"),%5#.1) O p. )#,1).
Paku biasa 0.00 Kg p. ,%)0.00 O p. )#$.%
Ka'u papan /0 0.00# p. ,"),%5#.1) O p. #,$00.0
Peker=a 0.100 ( p. $5,000.00 O p. $,500.0ukang ka'u 0.100 ( p. %5,000.00 O p. %,500.0
Kepala ukang 0.010 ( p. "0,000.00 O p. "00.0
!andor 0.005 ( p. 100,000.00 O p. 500.0
p. 1,71.0
Peker=a 0.#50 ( p. $5,000.00 O p. )%,#50.0
!andor 0.05 ( p. 100,000.00 O p. ,500.0
p. /1,2/0.00
Peker=a 0."00 ( p. $5,000.00 O p. 5%,500.0
!andor 0.0)5 ( p. 100,000.00 O p. ),500.0
p. 63,000.00
Peker=a 1.050 ( p. $5,000.00 O p. $%,50.0
!andor 0.0$# ( p. 100,000.00 O p. $,#00.0
p. 74,/0.00
Batu bela( 15/0 1.00 p. %55,#1)." O p. 1,0$,%5#.1
4emen Portland 1$.000 Kg p. ,).)5 O p. "$,)%".
Pasir Pasang 0.50 p. #1$,000.00 O p. #,0.0
Peker=a 1.500 ( p. $5,000.00 O p. "#,500.0
ukang batu 0.#50 ( p. %5,000.00 O p. $,#50.0
Kepala tukang 0.0#5 ( p. "0,000.00 O p. $,#50.0
!andor 0.0#5 ( p. 100,000.00 O p. #,500.0
p. 1,71,166.4
Batu bela( 15/0 1.00 p. %55,#1)." O p. 1,0$,%5#.1
Pasir *rug 0.) p. 5",000.00 O p. ,%)%.0
Peker=a 0.#%0 ( p. $5,000.00 O p. 50,#00.0
ukang batu 0."0 ( p. %5,000.00 O p. ,150.0
Kepala tukang 0.0" ( p. "0,000.00 O p. ,510.0!andor 0.0" ( p. 100,000.00 O p. ,"00.0
p 1 3/0 6/ 14
m
m
1 +3 G-;-9 T-9- B;-- --+ 1 +?
1 +3 G-;-9 T-9- B;-- --+ 2 +?
1 +3 G-;-9 T-9- B;-- --+ 3 +?
1 +3 P--95 P9-; >-?* 5*9*95 1 PF : 4 P
m
m
1 +3 P--95 P9-; >-?* 95
m
m
-
7/25/2019 (Time Schedule) 1 Peningkatan Jalan
18/38
DA!TAR ANALISA SATUAN
Peker=a 0.50 ( p. $5,000.00 O p. 1$,50.0
!andor 0.00% ( p. 100,000.00 O p. %.
p. 17,083.33
ana( *rug 1.00 p. 15",000.00 O p. 1"0,%00.0
Peker=a 0.00 ( p. $5,000.00 O p. 1",500.0
!andor 0.100 ( p. 100,000.00 O p. 10,000.0
0,00.0
4irtu 1.00 p. )$,. O p. 55$,000.0
Peker=a 0.50 ( p. $5,000.00 O p. 1$,50.0
!andor 0.05 ( p. 100,000.00 O p. ,500.0
p. 220,300.002/ +1 P+-9F-95-9 K-C* M-95;+-95; & A9-;- BO= '
Ka'u !angi-mangi Dia 102m 0.000 !1 $,500.00 O p. #"5,000.0
-95*9-9
m
1 +3M+--?-9 T-9- & ( 20 F+ '
m
m
-
7/25/2019 (Time Schedule) 1 Peningkatan Jalan
19/38
DA!TAR ANALISA SATUAN
Kepala tukang 0. ( p. "0,000.00 O p. ",0#0.0
!andor 0.% ( p. 100,000.00 O p. %,00.0
p. RE!
1+3 M+>*-? + >?9 >?*-95 & 300 5 >; >?;95 'Ka'u papan klas >> 0.)00 ! p. ,"),%5#.1) O p. 1,5##,1).%
Paku biasa ).000 Kg p. ,%)0.00 O p. "5,$0.0
!in'ak bekisting .000 Lt p. ),0)0.00 O p. %,0%0.0
Besi beton polos + Kg p. 1",5"%.00 O p. +
Kawat beton ).500 Kg p. $,$5#.1) O p. 1$),"5#.1
4emen portland $.000 Kg p. ,).)5 O p. %1#,0.
Pasir beton 0.5)0 ! p. #)5,500.00 O p. )0,5#0.0
Koral beton 0.%10 ! p. 1,00,000.00 O p. 1,05,000.0
Ka'u balok 5/10 klas >> 0.150 ! p. ,"),%5#.1) O p. 5"1,)%.5
Pl'wood " mm .500 Lbr p. "0,%00.00 O p. 1,01#,%00.0Dolken - % 2m / ) m 0.000 Btg p. ,%. O p. )5$,$$$.$
Peker=a #.050 ( p. $5,000.00 O p. )5%,50.0
ukang batu 0.#5 ( p. %5,000.00 O p. ,#5.0
ukang ka'u 1.$50 ( p. %5,000.00 O p. 1)0,50.0
ukang besi .100 ( p. %5,000.00 O p. 1#%,500.0
Kepala tukang 0.)0 ( p. "0,000.00 O p. $,#0.0
!andor 0.5 ( p. 100,000.00 O p. 5,00.0
p. RE!
1+3 M+>*-? >- >?9 >?*-95 & 200 5 >; >?;95 '
Ka'u papan klas >> 0.0 ! p. ,"),%5#.1) O p. 1,$1,#1).
Paku biasa .00 Kg p. ,%)0.00 O p. #$,%%.0
!in'ak bekesting 1.$00 Lt p. ),0)0.00 O p. $,)$).0
Besi beton polos 10.000 Kg p. 1",5"%.00 O p. ),115,5%0.0
Kawat beton .000 Kg p. $,$5#.1) O p. 10","#1.)
4emen portland $.000 Kg p. ,).)5 O p. %1#,0.
Pasir beton 0.5)0 ! p. #)5,500.00 O p. )0,5#0.0
Koral beton 0.%10 ! p. 1,00,000.00 O p. 1,05,000.0
Ka'u balok 5/10 klas >> 0.1)0 ! p. ,"),%5#.1) O p. 55,000.0
Pl'wood " mm .%00 Lbr p. "0,%00.00 O p. %1),)0.0
Dolken - % 2m / ) m 1$.000 Btg p. ,%. O p. $5,.
Peker=a $.50 ( p. $5,000.00 O p. )1,#50.0ukang batu 0.#5 ( p. %5,000.00 O p. ,#5.0
ukang ka'u 1.$50 ( p. %5,000.00 O p. 1)0,50.0
ukang besi 1.)00 ( p. %5,000.00 O p. 11",000.0
Kepala tukang 0. ( p. "0,000.00 O p. ","#0.0
!andor 0.1% ( p. 100,000.00 O p. 1,%00.0
p.
1+3 M+>*-? (-? >?9 >?*-95 & 1/0 5 >; >?;95 '
Ka'u papan klas >> 0.0 ! p. ,"),%5#.1) O p. 1,$1,#1).
Paku biasa .00 Kg p. ,%)0.00 O p. #$,%%.0
!in'ak bekesting 1.$00 Lt p. ),0)0.00 O p. $,)$).0Besi beton polos + Kg p. 1",5"%.00 O p. +
Kawat beton .50 Kg p. $,$5#.1) O p. %,)#%.5
-
7/25/2019 (Time Schedule) 1 Peningkatan Jalan
20/38
DA!TAR ANALISA SATUAN
Dolken - % 2m / ) m .000 Btg p. ,%. O p. #0,$$$.$
Peker=a 5.00 ( p. $5,000.00 O p. )),500.0
ukang batu 0.#5 ( p. %5,000.00 O p. ,#5.0
ukang ka'u 1.00 ( p. %5,000.00 O p. 110,500.0ukang besi 1.050 ( p. %5,000.00 O p. %",50.0
Kepala tukang 0.$5 ( p. "0,000.00 O p. ,%50.0
!andor 0.$5 ( p. 100,000.00 O p. $,500.0
p. RE!
4emen portland $.000 Kg p. ,).)5 O p. #","#%.#
Pasir beton #$0.000 Kg p. 5.50 O p. )0),#00.0
Batu Pe2a( 7 maksomum 0 mm 8 10".000 Kg p. #. O p. #),1$$.$
;-9 95-9 >; ( -?-* >; *;
Besi betobn 7polos/ulir8 10.500 Kg p. 1",5"%.00 O p. 05,##".0
Kawat beton 0.150 Kg p. $,$5#.1) O p. 5,)"%.5
Peker=a 0.0#0 ( p. $5,000.00 O p. ),550.0
ukang besi 0.0#0 ( p. %5,000.00 O p. 5,"50.0
Kepala tukang 0.00# ( p. "0,000.00 O p. $0.0
!andor 0.00) ( p. 100,000.00 O p. )00.0p. 222,807./7
Pembesian 1 Kg p. 22,280.76
1+3 B?9 +*?* F 14,/ M(- & K17/ ', S*+( &12 2' F+,
-
7/25/2019 (Time Schedule) 1 Peningkatan Jalan
21/38
DA!TAR ANALISA SATUAN
ukang besi 0.$0 ( p. %5,000.00 O p. ,100.0
Kepala tukang 0.0$ ( p. "0,000.00 O p. ,)0.0
!andor 0.0$ ( p. 100,000.00 O p. ,$00.0
p. 226,110.21 M B;?;95 *9?*
Ka'u Kelas 0.0)5 ! p. ,"),%5#.1) O p. 1##,)%.5
Paku 52m - 102m 0.00 Kg p. ,%)0.00 O p. #,15.0
!in'ak bekisting 0.100 Ltr p. ),0)0.00 O p. )0).0
Peker=a 0.50 ( p. $5,000.00 O p. ,%00.0
ukang besi 0.$0 ( p. %5,000.00 O p. ,100.0
Kepala tukang 0.0$ ( p. "0,000.00 O p. ,)0.0
!andor 0.0$ ( p. 100,000.00 O p. ,$00.0
p. 24/,824./7
1 M B;?;95 *9?* +Ka'u Kelas 0.0)0 ! p. ,"),%5#.1) O p. 15#,#1).
Paku 52m - 102m 0.)00 Kg p. ,%)0.00 O p. ",5$.0
!in'ak bekisting 0.00 Ltr p. ),0)0.00 O p. %0%.0
Balok ka'u kelas 0.015 ! p. ,"),%5#.1) O p. 5",1).%
Pl'wood tebal " mm 0.50 Lbr p. "0,%00.00 O p. 101,#%0.0
.000 Btg p. 10$,000.00 O p. 1,000.0
Peker=a 0.$$0 ( p. $5,000.00 O p. ),"00.0
ukang ka'u 0.0 ( p. %5,000.00 O p. %,050.0
Kepala tukang 0.0 ( p. "0,000.00 O p. ,"#0.0
!andor 0.0 ( p. 100,000.00 O p. ,00.0
p. 618,201.14
1 M B;?;95 *9?* >-
Ka'u Kelas 0.0)0 ! p. ,"),%5#.1) O p. 15#,#1).
Paku 52m - 102m 0.)00 Kg p. ,%)0.00 O p. ",5$.0
!in'ak bekisting 0.00 Ltr p. ),0)0.00 O p. %0%.0
Balok ka'u kelas 0.01% ! p. ,"),%5#.1) O p. #0,"#1.)
Pl'wood tebal " mm 0.50 Lbr p. "0,%00.00 O p. 101,#%0.0
.000 Btg p. 10$,000.00 O p. 1,000.0
Peker=a 0.$$0 ( p. $5,000.00 O p. ),"00.0
ukang ka'u 0.0 ( p. %5,000.00 O p. %,050.0
Kepala tukang 0.0 ( p. "0,000.00 O p. ,"#0.0!andor 0.0 ( p. 100,000.00 O p. ,00.0
p. 630,02.7
1 M B;?;95 *9?* (-? -9?-;
Ka'u Kelas 0.0)0 ! p. ,"),%5#.1) O p. 15#,#1).
Paku 52m - 102m 0.)00 Kg p. ,%)0.00 O p. ",5$.0
!in'ak bekisting 0.00 Ltr p. ),0)0.00 O p. %0%.0
Balok ka'u kelas 0.015 ! p. ,"),%5#.1) O p. 5",1).%
Pl'wood tebal " mm 0.50 Lbr p. "0,%00.00 O p. 101,#%0.0
$.000 Btg p. 10$,000.00 O p. $$,000.0
Peker=a 0.$$0 ( p. $5,000.00 O p. ),"00.0ukang ka'u 0.0 ( p. %5,000.00 O p. %,050.0
Kepala tukang 0.0 ( p. "0,000.00 O p. ,"#0.0
Dolken ka'u galam, H7%-1082m, pO)m
Dolken ka'u galam, H7%-1082m, pO)m
Dolken ka'u galam, H7%-1082m, pO)m
-
7/25/2019 (Time Schedule) 1 Peningkatan Jalan
22/38
DA!TAR ANALISA SATUAN
!in'ak bekisting 0.00 Ltr p. ),0)0.00 O p. %0%.0
Balok ka'u kelas 0.00 ! p. ,"),%5#.1) O p. #%,%5#.1
Pl'wood tebal " mm 0.50 Lbr p. "0,%00.00 O p. 101,#%0.0
.000 Btg p. 10$,000.00 O p. 1%,000.0ormite/pen=aga =arak bekisting/spa2er ).000 B( p. 10,000.00 O p. )0,000.0
Peker=a 0.$$0 ( p. $5,000.00 O p. ),"00.0
ukang ka'u 0.0 ( p. %5,000.00 O p. %,050.0
Kepala tukang 0.0 ( p. "0,000.00 O p. ,"#0.0
!andor 0.0 ( p. 100,000.00 O p. ,00.0
p. 744,486.86
1 M B;?;95 *9?* ?-955-
Ka'u Kelas 0.00 ! p. ,"),%5#.1) O p. 11%,%5.#
Paku 52m - 102m 0.)00 Kg p. ,%)0.00 O p. ",5$.0
!in'ak bekisting 0.150 Ltr p. ),0)0.00 O p. $0$.0Balok ka'u kelas 0.015 ! p. ,"),%5#.1) O p. 5",1).%
Pl'wood tebal " mm 0.50 Lbr p. "0,%00.00 O p. 101,#%0.0
.000 Btg p. 10$,000.00 O p. 1,000.0
Peker=a 0.$$0 ( p. $5,000.00 O p. ),"00.0
ukang ka'u 0.0 ( p. %5,000.00 O p. %,050.0
Kepala tukang 0.0 ( p. "0,000.00 O p. ,"#0.0
!andor 0.0 ( p. 100,000.00 O p. ,00.0
p. /78,/70./7
III. PEKERJAAN DINDING &SNI 687:2008' ) &SNI 73/:2008'
Batu tela lokal "0.000 B( p. ,%.) O p. 5),10%.5
4emen portland ).500 Kg p. ,).)5 O p. 105,%11.5
Pasir pasang 0.0%0 p. #1$,000.00 O p. 5#,%0.0
Peker=a 0.$00 ( p. $5,000.00 O p. ",000.0
ukang batu 0.00 ( p. %5,000.00 O p. 1#,000.0
Kepala tukang 0.00 ( p. "0,000.00 O p. 1,%00.0
!andor 0.00 ( p. 100,000.00 O p. ,000.0
p. 478,000.1
Batu tela lokal )5.000 B( p. ,%.) O p. 1#,05).
4emen portland 1%."50 Kg p. ,).)5 O p. )$,0")."Pasir pasang 0.0% p. #1$,000.00 O p. #,0%.0
Peker=a 0.00 ( p. $5,000.00 O p. 1",500.0
ukang batu 0.100 ( p. %5,000.00 O p. %,500.0
Kepala tukang 0.010 ( p. "0,000.00 O p. "00.0
!andor 0.015 ( p. 100,000.00 O p. 1,500.0
p. 230,7/7.2
Batu tela lokal )5.000 B( p. ,%.) O p. 1#,05).
4emen portland 11.500 Kg p. ,).)5 O p. #,"#.1
Pasir pasang 0.0) p. #1$,000.00 O p. 0,#%%.0Peker=a 0.00 ( p. $5,000.00 O p. 1",500.0
ukang batu 0.100 ( p. %5,000.00 O p. %,500.0
Dolken ka'u galam, H7%-1082m, pO)m
Dolken ka'u galam, H7%-1082m, pO)m
1 +2 P--95-9 >-?* B-?- M- ?>- 1 >-?-, 1PF : 2 P
m
1 +2 P--95-9 >-?* B-?- M- ?>- 1-?-, 1PF : 2 P
m
1 +2 P--95-9 >-?* B-?- M- ?>- 1-?-, 1PF : 4P
m
-
7/25/2019 (Time Schedule) 1 Peningkatan Jalan
23/38
DA!TAR ANALISA SATUAN
Peker=a 0.00 ( p. $5,000.00 O p. 1,000.0
ukang batu 0.100 ( p. %5,000.00 O p. %,500.0
Kepala tukang 0.010 ( p. "0,000.00 O p. "00.0
!andor 0.010 ( p. 100,000.00 O p. 1,000.0p. 31,30/.46
4emen portland 10.) Kg p. ,).)5 O p. ),%$".
Pasir pasang 0.00 p. #1$,000.00 O p. 1),0.0
Peker=a 0.00 ( p. $5,000.00 O p. 1",500.0
ukang batu 0.150 ( p. %5,000.00 O p. 1,#50.0
Kepala tukang 0.015 ( p. "0,000.00 O p. 1,50.0
!andor 0.015 ( p. 100,000.00 O p. 1,500.0
p. 74,28.37
4emen portland $.)0 Kg p. ,).)5 O p. 15,1#%.)
Pasir pasang 0.0) p. #1$,000.00 O p. 1#,1%).0
Peker=a 0.00 ( p. $5,000.00 O p. 1",500.0
ukang batu 0.150 ( p. %5,000.00 O p. 1,#50.0
Kepala tukang 0.015 ( p. "0,000.00 O p. 1,50.0
!andor 0.015 ( p. 100,000.00 O p. 1,500.0
p. 67,462.4
IV. PEKERJAAN PINTU DAN JENDELA & SNI 3434:2008 '
Ka'u Klas >, balok 1.100 p. ),%5$,$$$.$# O p. 5,),.
Paku 10 2m 1.50 Kg p. ,%)0.00 O p. ",%00.0
Lem Ka'u 1.000 Kg p. ,#5#.1) O p. ,#5#.1
Peker=a #.000 ( p. $5,000.00 O p. )55,000.0
ukang ka'u 1.000 ( p. %5,000.00 O p. 1,#%5,000.0
Kepala tukang .100 ( p. "0,000.00 O p. 1%",000.0
!andor 0.50 ( p. 100,000.00 O p. 5,000.0
p. 7,8/8,80.48
Papan Ka'u Klas > 0.0)0 p. ),%5$,$$$.$# O p. 1"),$$.$
Lem Ka'u 0.500 Kg p. ,#5#.1) O p. 11,#%.5
Peker=a 1.000 ( p. $5,000.00 O p. $5,000.0ukang ka'u .000 ( p. %5,000.00 O p. 55,000.0
Kepala tukang 0.00 ( p. "0,000.00 O p. #,000.0
!andor 0.050 ( p. 100,000.00 O p. 5,000.0
p. //7,64/.24
Ka'u Papan Klas > 0.0) p. ),%5$,$$$.$# O p. 11$,5$0.0
Lem Ka'u 0.00 Kg p. ,#5#.1) O p. $,%#.1
Peker=a 0.%00 ( p. $5,000.00 O p. 5,000.0
ukang ka'u .)00 ( p. %5,000.00 O p. 0),000.0Kepala tukang 0.)0 ( p. "0,000.00 O p. 1,$00.0
!andor 0.0)0 ( p. 100,000.00 O p. ),000.0
1 +2P--9 (?-9 ,?>- 1/++ 1PF : 2 P
m
1 +
2
P--9 (?-9 1PF : 4 P,?>- 1/++
m
1 +3P--9 P--95 K*9 P;9?* -9 J9- K-C* K-
m
1 +2 P--9 P--95 P;9?* P-9 K-C* K- I
m
1 +2 P;9?* D-9 J9- -F- K-C* K. 1
m
-
7/25/2019 (Time Schedule) 1 Peningkatan Jalan
24/38
DA!TAR ANALISA SATUAN
Kepala tukang 0.015 ( p. "0,000.00 O p. 1,50.0
!andor 0.001 ( p. 100,000.00 O p. #5.0
p. 130,411./3
Ka'u Papan Klas > 0.0$) p. ),%5$,$$$.$# O p. 10,%$.$
Lem Ka'u 0.500 Kg p. ,#5#.1) O p. 11,#%.5
Peker=a 1.000 ( p. $5,000.00 O p. $5,000.0
ukang ka'u .000 ( p. %5,000.00 O p. 55,000.0
Kepala tukang 0.00 ( p. "0,000.00 O p. #,000.0
!andor 0.050 ( p. 100,000.00 O p. 5,000.0
p. 674,20/.24
V. PEKERJAAN PENUTUP LANTAI DAN DINDING & SNI 73/:2008 '
Batu
-
7/25/2019 (Time Schedule) 1 Peningkatan Jalan
25/38
DA!TAR ANALISA SATUAN
1 + P--95 K-+; 20 20 F+
Keramik 0 6 0 $.500 b( p. ,$%$.00 O p. "#,$#".0
4emen portland 10.)00 Kg p. ,).)5 O p. 5,"#.)
Pasir pasang 0.0)50 p. #1$,000.00 O p. ,0.04emen warna 1.$0 Kg p. 1,)00.00 O p. 0,0%%.0
Peker=a 0.#00 ( p. $5,000.00 O p. )5,500.0
ukang batu 0.50 ( p. %5,000.00 O p. ",#50.0
Kepala tukang 0.05 ( p. "0,000.00 O p. ,150.0
!andor 0.05 ( p. 100,000.00 O p. ,500.0
p. 2/7,184.48
Keramik 0 6 5 .000 b( p. ,%#5.00 O p. %5,50.0
4emen portland 10.)00 Kg p. ,).)5 O p. 5,"#.)
Pasir pasang 0.0)50 p. #1$,000.00 O p. ,0.04emen warna 1.$0 Kg p. 1,)00.00 O p. 0,0%%.0
Peker=a 0.#00 ( p. $5,000.00 O p. )5,500.0
ukang batu 0.50 ( p. %5,000.00 O p. ",#50.0
Kepala tukang 0.05 ( p. "0,000.00 O p. ,150.0
!andor 0.05 ( p. 100,000.00 O p. ,500.0
p. 244,7//.48
Keramik )0 6 )0 $.%#5 b( p. 15,50.00 O p. 10$,#00.0
4emen portland ".%00 Kg p. ,).)5 O p. ,%%.0
Pasir pasang 0.0)50 p. #1$,000.00 O p. ,0.0
4emen warna 1.00 Kg p. 1,)00.00 O p. 1$,10.0
Peker=a 0.50 ( p. $5,000.00 O p. 1$,50.0
ukang batu 0.15 ( p. %5,000.00 O p. 10,$5.0
Kepala tukang 0.01 ( p. "0,000.00 O p. 1,1#0.0
!andor 0.01 ( p. 100,000.00 O p. 1,00.0
p. 208,223.0
Keramik $0 6 $0 .05$ b( p. 1#,%00.00 O p. "0,500.0
4emen portland ".%00 Kg p. ,).)5 O p. ,%%.0
Pasir pasang 0.0)50 p. #1$,000.00 O p. ,0.0
4emen warna 1.00 Kg p. 1,)00.00 O p. 1$,10.0Peker=a 0.50 ( p. $5,000.00 O p. 1$,50.0
ukang batu 0.15 ( p. %5,000.00 O p. 10,$5.0
Kepala tukang 0.01 ( p. "0,000.00 O p. 1,1#0.0
!andor 0.01 ( p. 100,000.00 O p. 1,00.0
p. 42,023.0
Keramik 0 6 0 $.500 b( p. ,$%$.00 O p. "#,$#".0
4emen portland 10.)00 Kg p. ,).)5 O p. 5,"#.)
Pasir pasang 0.0)50 p. #1$,000.00 O p. ,0.0
4emen warna 1.$0 Kg p. 1,)00.00 O p. 0,0%%.0Peker=a 0.#00 ( p. $5,000.00 O p. )5,500.0
ukang batu 0.50 ( p. %5,000.00 O p. ",#50.0
m
1 +P--95 D;9;95 K-+; 20 2/ F+ &-F*-9 -; P--9 ;9;95 K-+; 20 20, 6./4.'
m
1 +2P--95 K-+; L-9?-; **-9 40 40 F+ &-F*-9 -; P--9 K-+; 30 30, 6.3/.'
m
1 +2P--95 K-+; L-9?-; **-9 60 60 F+ &-F*-9 -; P--9 K-+; 30 30, 6.3/.'
m
1 +2 P--95 K-+; L-9?-; KM
-
7/25/2019 (Time Schedule) 1 Peningkatan Jalan
26/38
DA!TAR ANALISA SATUAN
Ka'u Klas >, balok 1.100 p. ),%5$,$$$.$# O p. 5,),.
Besi strip 15.000 Kg p. 1",5"%.00 O p. ","#0.0
Paku biasa 5.$00 Kg p. ,%)0.00 O p. 1,50).0
Peker=a ).000 ( p. $5,000.00 O p. $0,000.0ukang ka'u 1.000 ( p. %5,000.00 O p. 1,00,000.0
Kepala tukang 1.00 ( p. "0,000.00 O p. 10%,000.0
!andor 0.00 ( p. 100,000.00 O p. 0,000.0
p. 7,177,807.33
Ka'u Klas > 1.100 p. ),%5$,$$$.$# O p. 5,),.
Besi strip 15.000 Kg p. 1",5"%.00 O p. ","#0.0
Paku biasa .000 Kg p. ,%)0.00 O p. #1,50.0
Peker=a .)00 ( p. $5,000.00 O p. 15$,000.0
ukang ka'u #.00 ( p. %5,000.00 O p. $1,000.0Kepala tukang 0.#0 ( p. "0,000.00 O p. $),%00.0
!andor 0.10 ( p. 100,000.00 O p. 1,000.0
p. 6,//2,623.33
Kaso-kaso 75/#8 0.01) p. ),%5$,$$$.$# O p. $#,"".
eng / 0.00) p. ),%5$,$$$.$# O p. 1#,)%).0
Paku biasa 0.50 Kg p. ,%)0.00 O p. 5,"$0.0
Peker=a 0.100 ( p. $5,000.00 O p. $,500.0
ukang ka'u 0.100 ( p. %5,000.00 O p. %,500.0
Kepala tukang 0.010 ( p. "0,000.00 O p. "00.0
!andor 0.005 ( p. 100,000.00 O p. 500.0
p. 107,837.33
1 + P--95 ;(-9 **-9 & 3 20 ' F+, -C* - I
Papan Ka'u Klas. > 0.010% p. ),%5$,$$$.$# O p. 5,)5.0
Paku biasa 0.100 Kg p. ,%)0.00 O p. ,%).0
Peker=a 0.100 ( p. $5,000.00 O p. $,500.0
ukang ka'u 0.00 ( p. %5,000.00 O p. 1#,000.0
Kepala tukang 0.00 ( p. "0,000.00 O p. 1,%00.0
!andor 0.005 ( p. 100,000.00 O p. 500.0
p. 80,636.00
Balok ka'u 0.0%0 p. ),%5$,$$$.$# O p. 15,"%$.$
Paku biasa 0.150 Kg p. ,%)0.00 O p. ,5#$.0
eakwood tebal ) mm uk. 102m6)02m 0.%$0 Lbr p. 1$,%. O p. 1)0,0$.$
Lem ka'u 0.5$0 kg p. )5,51)." O p. 5,)%%.0
Peker=a 0.150 ( p. $5,000.00 O p. ",#50.0
ukang ka'u 0.)50 ( p. %5,000.00 O p. %,50.0
Kepala tukang 0.0)5 ( p. "0,000.00 O p. ),050.0
!andor 0.00% ( p. 100,000.00 O p. %00.0
p. 217,122.671+2 P--95 A?-( S95 G+>-95 &AF*-9 -; SNI. 03 3436 2002'
4eng Gelombang 0.#00 Lbr p. $%,. p. )#,%.
m
1 +3 P--95 G;95 -C* - I
m
1 +2 P--95 -95- -?-( 59?95 -+; -C* - I
m
m
m
1 +;9;95 (+;- ?- -95-(, -95-( -C* - 1
m
-
7/25/2019 (Time Schedule) 1 Peningkatan Jalan
27/38
DA!TAR ANALISA SATUAN
p. 130,400.76
1+2 P--95 A?-( M?- G+>-95 K?- &AF*-9 -; SNI. 03 3436 2002'
-
7/25/2019 (Time Schedule) 1 Peningkatan Jalan
28/38
DA!TAR ANALISA SATUAN
Ka'u Klas >>, balok 0.01$ p. ,"),%5#.1) O p. $),$%.5
Paku biasa 0.50 p. ,%)0.00 O p. 5,"$0.0
Peker=a 0.00 ( p. $5,000.00 O p. 1,000.0
ukang ka'u 0.00 ( p. %5,000.00 O p. 5,500.0Kepala tukang 0.00 ( p. "0,000.00 O p. ,#00.0
!andor 0.010 ( p. 100,000.00 O p. 1,000.0
p. 112,428./7
ripleks ) mm 0.#5 Lbr p. 5",000.00 O p. ,15.0
Paku ripleks 0.00 Kg p. ,%)0.00 O p. #15.
Peker=a 0.100 ( p. $5,000.00 O p. $,500.0
ukang ka'u 0.100 ( p. %5,000.00 O p. %,500.0
Kepala tukang 0.010 ( p. "0,000.00 O p. "00.0
!andor 0.005 ( p. 100,000.00 O p. 500.0p. E:/2
G'psum board " mm 0.#5 Lbr p. 1"1,$$$.$# O p. #1,%#5.0
Paku ripleks 0.110 Kg p. ,%)0.00 O p. ,$.)
Peker=a 0.100 ( p. $5,000.00 O p. $,500.0
ukang ka'u 0.050 ( p. %5,000.00 O p. ),50.0
Kepala tukang 0.005 ( p. "0,000.00 O p. )50.0
!andor 0.005 ( p. 100,000.00 O p. 500.0
p. 86,17.40
1 + P--95 L;? P -C* / F+
Prol List 1.050 p. %,)5%. O p. %,%%1.
Paku 0.010 kg p. ,"5#.1) O p. ".5
Peker=a 0.050 ( p. $5,000.00 O p. ,50.0
ukang ka'u 0.050 ( p. %5,000.00 O p. ),50.0
Kepala tukang 0.005 ( p. "0,000.00 O p. )50.0
!andor 0.00 ( p. 100,000.00 O p. 00.0
p. 17,370.8
1 + P--95 L;? P GC(*+ 10 F+
Prol List 1.050 p. 5,$#1.) O p. #,)55.0
epung g'psum 0.150 kg p. 5,00.00 O p. ,#%0.0
Peker=a 0.0$0 ( p. $5,000.00 O p. ,"00.0ukang ka'u 0.0$0 ( p. %5,000.00 O p. 5,100.0
Kepala tukang 0.00$ ( p. "0,000.00 O p. 5)0.0
!andor 0.00 ( p. 100,000.00 O p. 00.0
p. /1,07/.00
VIII. PEKERJAAN KUN$I DAN KA$A &SNI EDISI REVISI 2002'
1 B*- P--95 K*9F; P;9?*
Kun2i Pintu 1.000 B( p. 50,00.00 O p. 50,00.0
Peker=a 0.010 ( p. $5,000.00 O p. $50.0
ukang ka'u 0.500 ( p. %5,000.00 O p. ),500.0Kepala tukang 0.010 ( p. "0,000.00 O p. "00.0
!andor 0.005 ( p. 100,000.00 O p. 500.0
m
m
1 +2 L-95;? -95;? ?;( ?. 4 ++
1 +2 L-95;? -95;? GC(*+ >- ?. ++
m1
m1
-
7/25/2019 (Time Schedule) 1 Peningkatan Jalan
29/38
DA!TAR ANALISA SATUAN
Kepala tukang 0.005 ( p. "0,000.00 O p. )50.0
!andor 0.005 ( p. 100,000.00 O p. 50.0
p. 126,22/.00
1 B*- P--95 G9 P;9?* ?-9-+Grendel pintu 1.00000 B( p. $5,00.00 O p. $5,00.0
Peker=a 0.01500 ( p. $5,000.00 O p. "#5.0
ukang ka'u 0.15000 ( p. %5,000.00 O p. 1,#50.0
Kepala tukang 0.01500 ( p. "0,000.00 O p. 1,50.0
!andor 0.000#5 ( p. 100,000.00 O p. #5.0
p. 80,3/0.00
1 B*- P--95 G9 J9-
Grendel Aendela 1.000 B( p. 5,00.00 O p. 5,00.0
Peker=a 0.015 ( p. $5,000.00 O p. "#5.0
ukang ka'u 0.150 ( p. %5,000.00 O p. 1,#50.0Kepala tukang 0.015 ( p. "0,000.00 O p. 1,50.0
!andor 0.000#5 ( p. 100,000.00 O p. #5.0
p. /0,3/0.00
1 B*- P--95 E95 P;9?*
ngsel Pintu 1.000 B( p. 5,#00.00 O p. 5,#00.0
Peker=a 0.015 ( p. $5,000.00 O p. "#5.0
ukang ka'u 0.150 ( p. %5,000.00 O p. 1,#50.0
Kepala tukang 0.015 ( p. "0,000.00 O p. 1,50.0
!andor 0.000#5 ( p. 100,000.00 O p. #5.0
p. /0,8/0.00
1 B*- P--95 E95 J9-
ngsel Aendela 1.000 B( p. $,%50.00 O p. $,%50.0
Peker=a 0.010 ( p. $5,000.00 O p. $50.0
ukang ka'u 0.100 ( p. %5,000.00 O p. %,500.0
Kepala tukang 0.010 ( p. "0,000.00 O p. "00.0
!andor 0.0005 ( p. 100,000.00 O p. 50.0
p. 36,/0.00
1 B*- P--95 H- A95;9
Iak
-
7/25/2019 (Time Schedule) 1 Peningkatan Jalan
30/38
DA!TAR ANALISA SATUAN
I. PEKERJAAN LISTRIK
1 T;?; $--C- < I9?--; L;?;
Kabel &J! 6 ,5 mm 5.000 p. ,"00.00 O p. 11),500.0
Pipa P?9 Listrik ).000 p. 1$,#5.00 O p. $5,500.0;-95 -C* >-* & 1 -(; (-+; ', 1 -(; F-? --, 2 -(; F-? (9*?*(
1 +2 P95F-?-9 -95;?-95;? 95-9 F-? ?+>
-
7/25/2019 (Time Schedule) 1 Peningkatan Jalan
31/38
DA!TAR ANALISA SATUAN
Kepala tukang 1.500 ( p. "0,000.00 O p. 15,000.0
!andor 0.1$0 ( p. 100,000.00 O p. 1$,000.0
p. 1,881,3/4.70
M+--95 1 > K-9 A; ;-+? 3
-
7/25/2019 (Time Schedule) 1 Peningkatan Jalan
32/38
KEGIATAN RE!"
L O K A S I RE!"
TAHUN ANGGARAN RE!"
DA!TAR HARGA UPAH DAN BAHAN
NO URAIANHAR
I. DA!TAR HARGA UPAH < HARI
1 !andor M p.
Kepala ukang M p.
ukang Batu M p.
) ukang Besi M p.
5 ukang Ka'u M p.
$ ukang 9at M p.
# ukang Bongkar M p.
% ukang Listrik M p." ukang Pipa M p.
10 Peker=a Galian dan *rug M p.
11 Peker=a M p.
II. DA!TAR HARGA BAHAN
1 4emen M 50 Kg M p.
4emen Puti( M p.
4emen Earna M p.
) Pasir 9or Beton M p.
5 Pasir Pasang M p.
$ Pasir Plester M p.
# Pasir *rug M p. % 4irtu M p.
" ana( imbunan M p.
10 Batu Gunung M p.
11 Batu Pe2a( - M p.
1 Batu ela/bata mera( M p.
1 Ka'u Klas > M p.
1) Ka'u Klas >> M p.
15 Ka'u Prol list 5 2m M p.
1$ Prol list G'bsum 10 2m M p.
1# epung G'psum M p.
1% Besi Beton M p.
1" Kawat Bendrat M p.
0 Paku Biasa M p.
1 Paku 1 - M p.
Paku Beton M p.
Paku 4eng M p.
) Paku 4ekrup M p.
5 Plat Beugel M p.
$ Besi 4trip M p.
# Baut !ur H 1" M p.
% Baut
-
7/25/2019 (Time Schedule) 1 Peningkatan Jalan
33/38
NO URAIANHAR
50 nbow F M p.
5% Lampu 4L Eatt F 6pose F M p.
5" Lampu 4L 1% Eatt F 6pose F M p.
$0 Lampu Plaond 72eiling lamp8 0E M p.
$1 Lampu 4orot 150 Eatt M p.
$ 4top Kontak M p.
$ 4aklar Ganda M p.
$) 4aklar unggal M p.
$5 4ekring ; !9B M p.
$$ Kun2i Pintu K!/E9 M p. $# Kun2i Pintu M p.
$% !elamin M p.
$" Ka2a Polos 5 mm M p.
#0 ngsel Pintu )F M p.
#1 ngsel Aendela F M p.
# Iandle Pintu 4tainless 4teel M p.
# Grendel Aendela dan ?entilasi M p.
#) Grendel Pintu anam M p.
#5 Iak P diameter 1F M p.
"$ Pipa P?9 diameter /)F M p.
"# Pipa G>P diameter ,5F M p.
"% Ka'u !angi-mangi H102m M p.
"" Batu
-
7/25/2019 (Time Schedule) 1 Peningkatan Jalan
34/38
KEGIATAN : PEMBANGUNAN RUMAH BAGI PENDUDUK LOKAL DI DISTRIK SA%OSA
KAMPUNG KLALIN
L O K A S I : D;?; S-C- K->*(-?9 S95
TAHUN ANGGARA : 2014
DA!TAR HARGA MATERIAL
NO URAIAN HARGA DI PROYEK
I. BASIC PRICE
!emen " #$ Kg " Rp. %&3'%.$$ %&'%.$$
% !emen Putih " Rp. &$$$.$$ &'$$.$$
3 !emen *arna " Rp. &+$$.$$ %&3$$.$$
' Pa,ir -or Beton " Rp. 3'#$$.$$ &'#$$.$$
# Pa,ir Pa,ang " Rp. 3&$$$.$$ &&$$$.$$
Pa,ir Pe,ter " Rp. 3#&'$$.$$ &'$$.$$
Pa,ir 0rug " Rp. 3+&$$$.$$ +3+&$$$.$$
!irtu " Rp. 3$&$$$.$$ #+&$$$.$$
+ Tanah Tim1unan " Rp. +&$$$.$$ &'%.
$ Batu 2unung " Rp. $$&$$$.$$ #&'%.
Batu Pecah %3 " Rp. +$$&$$$.$$ &$$&$$$.$$
% Batu Tea/1ata merah " Rp. %.$$ %%.$$
3 Kayu Ka, 4 " Rp. '&+$&$$$.$$ '&%&'%.#
' Kayu Ka, 44 " Rp. 3&$$&$$$.$$ 3&&'%.#
# Kayu Pro5i i,t # cm " Rp. #.$$ #&.
Pro5i i,t 2y1,um $ cm " Rp. 3#$$.$$ 3+$$.$$
Tepung 2yp,um " Rp. %#&$$$.$$ %#&%$$.$$
Be,i Beton " Rp. +&$+.$$ +&'+.$$
+ Ka7at Ben8rat " Rp. %3&$$.$$ %'&$$.$$
%$ Paku Bia,a " Rp. &$$.$$ &%$$.$$
% Paku 3 " Rp. %3&$$.$$ %'&$$.$$
%% Paku Beton " Rp. %#&$$$.$$ %#&'$$.$$
%3 Paku !eng " Rp. %+&$$.$$ 3$&$$$.$$
%' Paku !ekrup " Rp. 3$&$$$.$$ 3$&'$$.$$
%# Pat Beuge " Rp. $$.$$ &+$$.$$
% Be,i !trip " Rp. #&$$$.$$ #&'$$.$$
% Baut Mur 9 + " Rp. %+&$$.$$ 3$&$$$.$$
% Baut Angker 9 %: " Rp. 3$&$$$.$$ 3$&'$$.$$ %+ -at Tem1ok " Rp. &$$$.$$ &'$$.$$
3$ Pamur Tem1ok " Rp. ''&+'$.$$ '#&3'$.$$
3 -at Kayu Da,ar " Rp. #3&%$$.$$ #3&$$.$$
3% -at Kiat Kayu " Rp. #3&%$$.$$ #3&$$.$$
33 -at Meni Kayu " Rp. 3#$$.$$ 3#&+$$.$$
3' Minyak Beke,ting " Rp. 3&'$.$$ '&$'$.$$
3# Pamur Kayu " Rp. '&3$$.$$ '&$$.$$
HARGA KOTA
AIMAS
-
7/25/2019 (Time Schedule) 1 Peningkatan Jalan
35/38
DA!TAR HARGA MATERIAL
NO URAIAN HARGA DI PROYEK HARGA KOTA
AIMAS
3 -at Meni Be,i " Rp. 3#$$.$$ 3#&+$$.$$
3 -at Be,i " Rp. #3&%$$.$$ #3&$$.$$
3 Pamur Be,i " Rp. #&$$$.$$ #&'$$.$$
3+ Kerta, Ampa, " Rp. &$$$.$$ &%$$.$$
'$ ;em Kayu " Rp. '#&$$$.$$ '#&'$$.$$
' Tripe< 3 mm " Rp. #&$$$.$$ 3&.
'% Mutipe< mm " Rp. $&$$$.$$ 3$&$$$.$$
'3 2yp,um t. +mm " Rp. %#&$$$.$$ +&.
'' Teak7oo8 " Rp. '+$$.$$ %&33.33
'# Py7oo8 + mm " Rp. +$&$$.$$ %+$&$$.$$
' Kayu Doken = cm / ' m " Rp. +$$.$$ %%&33.33
' Pat Auminium ($$ cm < %$$ cm) " Rp. %3&$$.$$ %'&'.%+
' !eng Pat " Rp. '&'$$.$$ '3&'$$.$$
'+ !eng 2eom1ang " Rp. #&$$$.$$ &$$$.$$
#$ Atap Meta Roo5 " Rp. #&$$$.$$ &$.+%
# Bu1ungan Meta Roo5 " Rp. '&$$$.$$ '.'
#% Atap Meta 2eom1ang Kotak " Rp. %$&$$$.$$ %%&$$$.$$
#3 >ok Meta 2eom1ang Kotak " Rp. &$$$.$$ $.'
#' Ka1e >?M 3 < mm " Rp. %%$$.$$ %%&+$$.$$
## ;ampu T; '$ *att " Rp. %$&$$$.$$ %$&%$$.$$
# ;ampu !; %3 *att : 4n1o7 : (8o7night) " Rp. %$$.$$ %&$$.$$
# ;ampu !; *att : 4n1o7 : " Rp. %$$.$$ %&$$.$$
# ;ampu !; %3 *att : @
-
7/25/2019 (Time Schedule) 1 Peningkatan Jalan
36/38
DA!TAR HARGA MATERIAL
NO URAIAN HARGA DI PROYEK SHARGA KOTA
AIMAS
$ Pin Keramik # < $ cm " Rp. 3&$$$.$$ '&$$$.$$ /
Pin Keramik $ < %$ cm " Rp. '&$$$.$$ '&$$$.$$ /
% Keramik Din8ing %$ < %# cm " Rp. $$.$$ $$.$$ /
3 Keramik ;antai '$ < '$ cm " Rp. &$$$.$$ +&$$$.$$ /
' Keramik granit ;antai $ < $ cm " Rp. 3'#&$$$.$$ 3##&$$$.$$ /
# Ko,et Jongkok " Rp. #+&'$$.$$ %%&$.
Ko,et Du8uk " Rp. &'&$$.$$ &$$.$$
Kran Air " Rp. &$$.$$ %&$$.$$
AEour / Foor Drain Mangkok " Rp. %3&$$.$$ 3&$33.33
+ Pipa PC- 8iameter ': " Rp. #&$$$.$$ #&$$$.$$ /
+$ Pipa PC- 8iameter 3: " Rp. 33$.$$ '&$3.33 /
+ Pipa PC- 8iameter %: " Rp. &%#$.$$ %%&+. /
+% Pipa PC- 8iameter %: " Rp. +&%#.$$ %+&%#.$$ /
+3 Pipa PC- 8iameter : " Rp. $.$$ %$.$$ /
+' Pipa PC- i,trik " Rp. &3#.$$ &3#.$$ /
+# Pipa 24P 8iameter : " Rp. 3+&'#3.$$ #+&'#3.$$ /
+ Pipa PC- 8iameter 3/': " Rp. '$.$$ 3'$.$$ /
+ Pipa 24P 8iameter %: " Rp. '$&$$$.$$ $&$$$.$$ /
+ Kayu Mangimangi 9$cm " Rp. %%$$.$$ %$$.$$ /
++ Batu Aam Jeni, !i,ir " Rp. 3#&$$$.$$ 3#&$$$.$$ /
$$ Air 1er,ih " Rp. %#$.$$ #$.$$
$ Pro5i tank " Rp. #&$$&$$$.$$ &$$&$$$.$$
-
7/25/2019 (Time Schedule) 1 Peningkatan Jalan
37/38
- oto Dokumentasi -
PG44 $5 N
PKA
-
7/25/2019 (Time Schedule) 1 Peningkatan Jalan
38/38
top related