DAFTAR HARGA SATUAN SATUAN UPAH DAN BAHAN B AHAN TAHUN ANGGARAN 2018 NO
URAIAN
SATUAN
HARGA SATUAN (Rp.)
1
2
3
4
I
UPAH 1 Pekerja
H ar i
85,000.00
2 Mandor
Har i
110,000.00
3 Kepala Tukang
H ar i
150,000.00
4 Tukang Kayu
H ar i
86,000.00
5 Tukang Bau
H ar i
!1,000.00
6 Tukang "a
H ar i
!1,000.00
# Tukang $i%rik
H ar i
!1,000.00
8 Tukang Be%i
H ar i
!1,000.00
! Tukang Ma%ak &%pal
H ar i
!1,000.00
10 Tukang $e'ur &%pal
H ar i
!1,000.00
11 Pekerja Bongkar (ira)
H ar i
85,000.00
12 Penjaga Mala)
Har i
85,000.00
13 (opir
H ar i
162,000.00
14 Pe)'anu (opir
H ar i
86,000.00
15 *peraor Terlai+
H ar i
1#6,000.00
16 *peraor (e)i Terlai+
H ar i
103,000.00
1# Mekanik
H ar i
86,000.00
1 Bau Kali / unung / Bela+
M3
14#,000.00
2 Bau Pea+ &la) ukr 5/10
M3
15#,500.00
3 Bau Pea+ &la) ukr 5/#
M3
15#,500.00
4 Bau Pea+ )e%in ukr 3/4
M3
228,000.00
5 Bau Pea+ )e%in ukr 2/3
M3
228,000.00
6 Bau Pea+ )e%in ukr 1/2
M3
228,000.00
1 Kerikil Beon &la)
M3
150,000.00
2 (pli Bau pea+ 0,51 )/)e%in
M3
228,000.00
3 Krekel Ti)'unan (iru
M3
100,000.00
4 &grega Ka%ar (one "rui%er
M3
223,000.00
5 &grega +alu% (one "rui%er
M3
228,000.00
1 Pa%ir Pa%ang
M3
150,000.00
2 Pa%ir Beon
M3
150,000.00
3 Pa%ir -rug
M3
150,000.00
4 Tana+ "ada% Ti)'unan Pili+an
M3
#5,000.00
5 Tana+ -rug
M3
64,000.00
6 (iru
M3
100,000.00
# &'u Bau / 7iller
M3
228,000.00
1 Baa Mera+ Bakar Kla%
B+
!45.00
2 Baa Mera+ Bakar Kla%
B+
840.00
3 Hollo9'rik HB 20
B+
3,885.00
4 Hollo9'rik HB 10
B+
3,465.00
5 Baako
B+
2,520.00
II
BAHAN
&
B&H& B&H& B& B&T- B& B&T-& T-&
B
"
B&H& B&H& K KK K$ $ / K*& K*&$ $
B&H& P&(
B&H&
Daftar Harga Satuan Upah dan Bahan Jarak Dekat TA . 2018
Hal. 1 dari 127
NO
7
URAIAN
H
HARGA SATUAN (Rp.)
B&H& (M 1 (e)en Porland / P"
Kg
1,226.00
2 (e)en :arna Tepung &l;a
Kg
!,!00.00
1 Kayu Banio Papan Kla%
M3
3,#85,000.00
2 Kayu Banio Balok Kla%
M3
3,514,000.00
3 Kayu Mar%a9a Papan Kla%
M3
3,028,000.00
4 Kayu Mar%a9a Balok Kla%
M3
2,!20,000.00
5 Kayu Merani+ Papan Kla%
M3
2,#03,000.00
6 Kayu Merani+ Balok Kla%
M3
2,48#,000.00
# Kayu unuk perana+ kayu Kla%
M3
2,046,000.00
8 Kayu Beki%ing Papan Kla% =
M3
1,!85,000.00
! Kayu Beki%ing Balok Kla% =
M3
2,031,000.00
B&H& K&<-
10 Papan $a)'er>ering
$'r
11 $i% Kayu 1/ 4 )
16,000.00
Bg
8,000.00
12 $i% Pro;il uk 3?3
Bg
18,000.00
13 li% Pro;il uk 3,5?3,5
Bg
14,000.00
14 Kayu Panang
SATUAN
Bua+
!,000.00
15 juk
Kg
22,000.00
16 olken Kayu ala) dia. 810/3 )
Bg
58,000.00
1# Penj Penjag agaa jara jarak k Beki Beki% %in ing g / (pan (pane err
Bg Bg
20,0 20,000 00.0 .00 0
18 $e) Kayu
Kg
18,000.00
1 Paku Bia%a 1/2@5@
Kg
15,000.00
2 Paku Triplek
Kg
1#,000.00
3 Paku (eng elo)'ang
Kg
28,000.00
4 Paku &ap &ni Kara
Kg
26,000.00
1 P A 1/2@
M
2!,000.00
2 P A 3/4@
M
38,000.00
3 P A 1@
M
40,000.00
4 P A 1 1/2@
M
58,000.00
5 P A 2@
M
121,000.00
6 P A 3@
M
200,000.00
# P A 4@
M
2!0,000.00
8 P=" A 1/2@ &:
M
6,000.00
! P=" A 3/4@ &:
M
8,000.00
10 P=" A 1@ &:
M
10,000.00
11 P=" A 1 1/4@ &:
M
14,000.00
12 P=" A 1 1/2@ &:
M
16,000.00
13 P=" A 2@ &:
M
20,000.00
14 P=" A 3@ &:
M
36,000.00
15 P=" A 4@ &:
M
5#,000.00
16 P=" A 6@ &:
M
156,000.00
1# P=" A 8@ &:
M
262,000.00
18 Kran 1/2@
B+
1!,000.00
1! Kran 3/4@
B+
2!,000.00
20 TB&
B+
3,500.00
Tu'e
10,000.00
B&H& P&K-
B&H& P PP& PP& P (003!2010 kla% Mediu)
PP& P=" :aCin
21 $e) Pipa Daftar Harga Satuan Upah dan Bahan Jarak Dekat TA . 2018
Hal. 2 dari 127
NO
D
URAIAN
SATUAN
HARGA SATUAN (Rp.)
22 Pla%ik Hia)
M2
10,#00.00
23 Knee
B+
30,000.00
24 (eal Tape TB&
B+
5,000.00
1 Muliplek Te'al 12 ))
$'r
1#!,000.00
2 Muliplek Te'al ! ))
$'r
12!,000.00
3 Muliplek Te'al 6 ))
$'r
!2,000.00
4 Triplek Te'al 4 ))
$'r
#0,000.00
5 Triplek Te'al 3 ))
$'r
54,000.00
6 Triplek Dai 2,5 ))
$'r
83,000.00
# Triplek (ungkai 2,5 ))
$'r
83,000.00
8 Teak :ood Te'al 4 ))
$'r
!0,000.00
! Ply9ood 4 ))
M2
84,000.00
10 Ply9ood ! ))
M2
123,000.00
11 yp%u) Board e'al ! ))
$'r
#5,000.00
12 yp%u) Board e'al 6 ))
$'r
4#,000.00
13 7or)ika
$'r
105,000.00
14 " Board e'al 4 ))
$'r
#5,000.00
15 " Board e'al 6 ))
$'r
140,000.00
16 " Board e'al 8 ))
$'r
1!5,000.00
1# " Board e'al 10 ))
$'r
260,000.00
18 $i% Pro;il yp%u)
M
15,000.00
1! "o)pound yp%u)
Kg
4,!20.00
20 "o)pound "
Kg
4,800.00
22 Pla;ond P=" Board 6 )) pui+ $E 20)
M
23,500.00
23 Pla;ond P=" Board 8 )) pui+ $E20)
M
24,500.00
24 Pla;ond P=" Board 8 )) )oi; $E 20)
M
30,000.00
25 Kal%i Board e'al 4 ))
$'r
#0,000.00
26 Kal%i Board e'al 8 ))
$'r
180,000.00
2# Papan $i%plank "
M
30,000.00
1 Ka9a Berduri
kg
2#,000.00
2 Ka9a Beon
Kg
1#,000.00
3 Be%i Beon Polo%
Kg
10,000.00
4 Be%i Beon -lir k%
Kg
12,000.00
5 Be%i Pro;il :7
Kg
12,000.00
6 Be%i (rip
kg
# Be%i :ire)e%+
kg
13,#55.00
8 Ka'el Pre%re%%
kg
3!,!00.00
! Ka9a ya)uk
M2
31,500.00
10 Ka9a Har)onika
M2
21,000.00
11 Ka9a &yak
M2
31,500.00
12 Be%i Pla Baja e'al 2 ))
$'r
4!3,500.00
13 Pagar B" inggi 0,!0 )
$'r
1!0,000.00
14 Pagar B" inggi 1,20 )
$'r
220,000.00
15 Tru%% "#5, 0.#5
M
20,000.00
16 Tru%% "#5, 0.60
M
18,000.00
1# eng .330.45
M
10,000.00
18 Bau (re9 riCer "anal dan eng
B+
340.00
1! Bau (re9 riCer &ap 45
B+
4#5.00
20 Bau (re9 riCer &ap 40
B+
420.00
21 Bau (re9 riCer &ap 35
B+
360.00
22 yna'ol
B+
2,640.00
B&H& P$&7*
B&H& B&H& B( B( & & &$$&$$-M M -M -M
Daftar Harga Satuan Upah dan Bahan Jarak Dekat TA . 2018
15,862.00
Hal. 3 dari 127
NO
URAIAN
$
HARGA SATUAN (Rp.)
23 Pro;il &llu)iniu) 4@ ?. &le?indo 9arna (ilCer
M
110,000.00
24 Pro;il &llu)iniu) 3@ ?. &le?indo 9arna (ilCer
M
80,000.00
25 Pro;il &llu)iniu) 4@ ?. &le?indo 9arna Hia)/"okla
M
121,000.00
26 Pro;il &llu)iniu) 3@ ?. &le?indo 9arna Hia)/"okla
M
88,000.00
2# Pro;il &llu)iniu) 4@ ?. &le?indo 9arna "oaing Po9der
M
15#,300.00
28 Pro;il &llu)iniu) 3@ ?. &le?indo 9arna "oaing Po9der
M
114,400.00
2! angka Pinu &lu)uniu)
M
200,000.00
30 angka Dendela &lu)uniu)
M
#5,000.00
2! (krup 7i?er
B+
1,000.00
Tu'e
40,000.00
30 (ealan
K
SATUAN
31 Kare Kaa
M
4,000.00
32 (and'la%+
M2
100,000.00
33 7uring "+annel Finalu)e
M
3,600.00
34 Hollo9 Finalu)e 40?40?400
Bg
34,000.00
35 Hollo9 Finalu)e 20?40?400
Bg
22,000.00
36 Hollo9 Finalu)e 30?30?400
Bg
31,000.00
3# Be%i Hollo9 1,6?20?40?600
Bg
84,000.00
38 Be%i Hollo9 1,8?20?40?600
Bg
!#,500.00
3! Be%i Hollo9 1,6?40?40?600
Bg
148,000.00
40 Be%i Hollo9 1,8?40?40?600
Bg
16!,4#0.00
41 Ka9a $a% $i%rik
Kg
!1,8#5.00
42 (e9a &la $a% $i%rik ie%el
Da)
3#,500.00
43 Pinu 7olding ae e'al 0,8 ))
M2
650,000.00
44 Pinu 7olding ae e'al 1 ))
M2
!!#,500.00
1 &ap (eng BD$( 20 K 'd 11 Bia%a &ng%a Ma%
$'r
4#,500.00
2 &ap (eng BD$( 20 K 'd 11 :arna
$'r
62,500.00
3 eneng Meal %akura 0,3)) dou'le
$'r
45,000.00
4 eneng Meal Mulirup 0,3)) dou'le
$'r
85,000.00
5 eneng Meal polyolor 0,3 ))
$'r
60,3#5.00
6 &ap Pla%ik :arna Pui+ &ryli
$'r
!!,015.00
# &ap Pla%ik 7i'er la%%
$'r
12!,465.00
8 (eng Pla 'jl% 20
$'r
51,8#0.00
! (eng Pla 'jl% 20 9arna
$'r
#0,8#5.00
11 Pera'ung &ap eneng Meal
$'r
31,500.00
12 Bola'ola &ap eneng Meal
B+
25,500.00
1 Kera)ik $anai uk. 40 ? 40 ) ikad
Koak
#3,500.00
2 Kera)ik Tile $anai Ber)oi; uk. 40 ? 40 )
Koak
#8,500.00
3 Kera)ik $anai uk. 30 ? 30 ) ikad
Koak
#3,500.00
4 Kera)ik Tile $anai Ber)oi; uk. 30 ? 30 )
Koak
#8,500.00
5 Kera)ik $anai uk. 20 ? 20 ) ikad
Koak
#0,350.00
6 Kera)ik Tile $anai Ber)oi; uk. 20 ? 20 )
Koak
#5,350.00
# Kera)ik $anai uk. 25 ? 25 ) ikad
Koak
6#,000.00
8 Kera)ik Tile $anai Ber)oi; uk. 25 ? 25 )
Koak
#2,000.00
! Kera)ik inding uk. 20 ? 25 )
Koak
68,250.00
10 Kera)ik Tile inding Ber)oi; uk. 20 ? 25 )
Koak
#3,250.00
11 Kera)ik inding uk. 25 ? 40 )
Koak
!5,000.00
12 Kera)ik Tile inding Ber)oi; uk. 25 ? 40 )
Koak
100,000.00
1# ranie Tile uk. 60 ? 60 ) aruda
B+
45,000.00
18 rani $anai 40 ? 40 )
B+
28,000.00
1! Plin kra)ik 10 ? 20
B+
6,300.00
20 Plin kra)ik 10 ? 10
B+
2,800.00
B&H& &T&P
B&H& P$&P( $&T& &
Daftar Harga Satuan Upah dan Bahan Jarak Dekat TA. 2018
Hal. 4 dari 127
NO
HARGA SATUAN (Rp.)
B+
5,#00.00
23 Bon'on kra)ik
)
5,250.00
2# Bau &nde%i Binik Bakar
M2
3! PaCing Blok Te'al 6 aural 10 ? 20 K 225
B+
1,!00.00
40 PaCing Blok Te'al 6 :arna 10 ? 20 K 225
B+
2,100.00
41 PaCing Blok Te'al 8 aural 10 ? 20 K 225
B+
2,300.00
42 PaCing Blok Te'al 8 :arna 10 ? 20 K 225
B+
2,500.00
43 PaCing Blok Te'al 6 aural He?agon K 225
B+
2,625.00
44 PaCing Blok Te'al 6 :arna He?agon K 225
B+
2,825.00
45 PaCing Blok Te'al 8 aural He?agon K 225
B+
2,800.00
46 PaCing Blok Te'al 8 :arna He?agon K 225
B+
3,150.00
4# P aCing Blok Te'al 6 aural 10 ? 20 K 400 i%angkan
B+
5,08#.50
48 P aCing Blok Te'al 6 aural He?agon K 400 i%angkan
B+
#,38!.80
4! PaCing Blok Te'al 6 K 400 (perapaCe 30?30 i%angkan
B+
20,3#2.00
50 juk
Kg
22,4#0.00
1 Kaa Polo% Te'al 3 ))
M2
!8,000.00
2 Kaa Polo% Te'al 5 ))
M2
120,000.00
3 Kaa Polo% Te'al 8 ))
M2
320,000.00
4 ay'en Te'al 3 ))
M2
118,000.00
5 ay'en Te'al 5 ))
M2
135,000.00
6 ay'en Te'al 8 ))
M2
420,000.00
# Ka a Te'al 12 )) Biru
M2
600,000.00
8 Kaa Te)pered Te'al 8 ))
M2
800,000.00
! Kaa Te)pered Te'al 12 ))
M2
1,100,000.00
1 rendel Dendela
B+
15,#50.00
2 TanganTangan Dendela
B+
!,000.00
3 ng%el ylon Pinu
B+
21,000.00
4 ng%el Dendela
B+
15,#50.00
6 Kuni Merk (( &%li
B+
210,000.00
# Kuni Tana) Bia%a
B+
130,000.00
8 +ak angin
B+
14,5!5.00
! Kuni Pinu &lu)uniu)
B+
250,000.00
10 ng%el 7loor Hing% Bia%a
(e
#50,000.00
11 Tarikan Pinu &lu)uniu)
Pa%ang
150,000.00
B+
250,000.00
1 "a a%ar Kayu
Kg
31,500.00
2 e)pul Kayu
Kg
36,#50.00
3 "a Kayu
Kg
50,400.00
4 "a Be%i
Kg
50,400.00
5 Menie Kayu
Kg
31,!20.00
6 Menie Be%i
Kg
34,335.00
# "a a%ar Te)'ok
Kg
31,500.00
8 "a Te)'ok "ayla
Kg
25,200.00
! Pla)er Te)'ok &lkali
Kg
42,000.00
10 "a Te)'ok :ea+er%+ield ?erior dulu?
Kg
118,!65.00
11 "a -lra Pliur
Kg
53,!#0.00
12 "a Melanin "lear
Kg
60,000.00
13 e)pul/Pla)ir Te)'ok
Kg
21,000.00
14 =erni%
$r
64,8!0.00
1#2,500.00
B&H& K&"&
B&H& P&T- & P-"
12 oor "lo%eer
*
SATUAN
21 Plin kra)ik 5 ? 20
M
URAIAN
B&H& "&T
Daftar Harga Satuan Upah dan Bahan Jarak Dekat TA. 2018
Hal. dari 127
NO
P
URAIAN
SATUAN
HARGA SATUAN (Rp.)
15 :ood 7iller
$r
45,000.00
16 (anding (iller
$r
63,000.00
1# :ood (ain
$r
61,000.00
18 e)pul )pra
Kg
34,000.00
1! T+inner
$r
18,165.00
20 Minyak Beki%ing
lr
11,130.00
21 &)pla%
$'r
6,!30.00
22 Kua%
B+
18,6!0.00
23 :aerproo;ing / aGua proo;
Kg
56,#00.00
24 (oda &pi
lr
6#,515.00
25 (a'un
Kg
15,#50.00
1 (olar on (u'%idi
$r
8,000.00
2 Ben%in/Pre)iu) on (u'%idi
$r
#,500.00
3 Pelu)a%
$r
35,000.00
4 &%pal 60/#0 dru)
Kg
16,000.00
5 &ir
$r
12.50
1 Klo%e Dongkok &)erian (andar
B+
2#0,000.00
2 Klo%e uy
B+
168,000.00
3 Klo%e uduk pakai angki %ira) I %+o9er K&
(e
1,800,000.00
4 Klo%e uduk K&
(e
#35,000.00
5 -rinoir
B+
1,!00,000.00
6 :a%a;el )erk Buy/ &)erian (andar 1 (e I kaa
(e
811,125.00
# Bak Mandi 7i'regla%% 65?65
B+
283,500.00
8 Tangki &ir Kap. 2 )3
B+
3,000,000.00
! Tangki &ir Kap. 1000 $ Ted)ond
B+
1,450,000.00
10 Tangki &ir Kap. 3 )3
B+
4,350,000.00
11 Pela)pung *o)ai% 1/2
B+
100,000.00
12 Po)pa &ir *o)ai%
B+
500,000.00
1 & 100 )
B+
563,000.00
2 & 80 )
B+
45!,000.00
3 & 60 )
B+
354,000.00
4 & 40 )
B+
24!,000.00
5 & 30 )
B+
1!#,000.00
6 & 100 )
B+
230,000.00
# & 80 )
B+
1!0,000.00
8 & 60 )
B+
150,000.00
! & 40 )
B+
!0,000.00
10 & 30 )
B+
#0,000.00
1 Beon eady Mi? K1#5
M3
1,035,000.00
2 Beon eady Mi? K200
M3
1,05#,500.00
3 Beon eady Mi? K225
M3
1,080,000.00
4 Beon eady Mi? K250
M3
1,125,000.00
5 Beon eady Mi? K2#5
M3
1,1!5,000.00
6 Beon eady Mi? K300
M3
1,265,000.00
# Beon eady Mi? K350
M3
1,450,000.00
40 M3
3,850,000.00
B&H& M<&K & P$-M&(
B&H& (& T&
B&H& B-( BT* **** BT* BT-$&
B&H& B-( BT* ****
(
BT* &< MJ
! "onree Pu)p / Pengeoran Daftar Harga Satuan Upah dan Bahan Jarak Dekat TA. 2018
Hal. ! dari 127
NO
URAIAN
10 "onree Pu)p / Pengeoran Pena)'a+an /ja) 11 (e9a "onree Mi?er / Molen 12 -pa+ &ngku Beon eady Mi? / 4M3/K)
Daftar Harga Satuan Upah dan Bahan Jarak Dekat TA. 2018
SATUAN
HARGA SATUAN (Rp.)
L 40 M3
#5,000.00
Hari
300,000.00
≥ 30 K)
8,000.00
Hal. 7 dari 127
ANALISA HARGA SATUAN PEKERJAAN (AHSP) BIDANG PERUMAHAN TAHUN ANGGARAN 2017
No
U RAIAN
H. SATUAN
UPAH
BAHAN
JUMLAH
a
b
c
!
"
I
PEKERJAAN PERSIAPAN
1
A. 2.2.1.#. 1 M2 PEMBERSIHAN LAPANGAN DAN PERATAAN
2
0.1000 Pekerja
p.
85,000.00 p.
8,500.00
0.0500 Mandor
p.
110,000.00 p.
5,500.00
p.
14,000.00
p.
4
p.
1,400.00
Du)la+
p.
15,400.00
i'ulakan
p.
1$%&00.00
A. 2.2.1.1'. 1 M' PEMBNGKARAN BETN BERTULANG 13.3340 Pekerja
p.
85,000.00 p.
0.6660 Mandor
p.
110,000.00 p.
#3,260.00
p.
1,206,650.00
1,133,3!0.00
p.
1,206,650.00
p.
120,665.00
Du)la+
p.
i'ulakan
p.
1,32#,315.00
1%'27%'1$.00
A. 2.2.1.1&. 1 M' PEMBNGKARAN DINDING TEMBK BATA 6.66#0 Pekerja
p.
85,000.00 p.
0.0333 Mandor
p.
110,000.00 p.
3,663.00
p.
5#0,358.00
566,6!5.00
p.
5#0,358.00
*Cer+ead 10
p.
5#,035.80
Du)la+
p.
62#,3!3.80
i'ulakan
p.
27%'#'.00
A. 2.2.1.&. 1 M* PENGUKURAN DAN PEMASANGAN BU+PLANK 0.1000 Pekerja
p.
85,000.00 p.
8,500.00
0.1000 Tukang Kayu
p.
86,000.00 p.
8,600.00
0.0100 Kepala Tukang
p.
150,000.00 p.
1,500.00
0.0050 Mandor
p.
110,000.00 p.
550.00
0.00#0 M3 Kayu Papan 3/20
p.
0.0120 M3 Kayu 5/# / Kayu Panang 0.0200 Kg Paku Bia%a 2@ 5@
1,!85,000.00
p.
13,8!5.00
p.
!,000.00
p.
108.00
p.
15,000.00
p. p.
5
14,000.00
*Cer+ead 10
*Cer+ead 10
3
1!,150.00 p.
300.00 14,303.00 p.
33,453.00
*Cer+ead 10
p.
3,345.30
Du)la+
p.
36,#!8.30
i'ulakan
p.
'%7#8.00
A. 2.2.1.2 1 M* PEMBUATAN PAGAR SEMENTARA DARI SENG GELMBANG TINGGI 2 M 0.2000 Pekerja
p.
85,000.00 p.
1#,000.00
0.4000 Tukang Kayu
p.
86,000.00 p.
34,400.00
0.0200 Kepala Tukang
p.
150,000.00 p.
3,000.00
0.0200 Mandor
p.
110,000.00 p.
2,200.00
1.250 Bg olken Kayu dia. 810/400 )
p.
58,000.00
p.
2.500 Kg (e)en Porland P"" 1.200 $'r (eng elo)'ang 3@5@
p.
1,226.00
p.
3,065.00
p.
4#,500.00
p.
5#,000.00
0.005 M3 Pa%ir Beon
p.
150,000.00
p.
#50.00
0.00! M3 Koral Beon
p.
150,000.00
p.
1,350.00
0.0#2 M3 Kayu 5/#
p.
!,000.00
p.
648.00
0.060 Kg Paku Bia%a 2@5@
p.
15,000.00
p.
!00.00
0.450 Kg Menie Be%i
p.
34,335.00
p.
15,450.#5
p.
56,600.00 p.
#2,500.00
151,663.#5 p.
208,263.#5
*Cer+ead 10
p.
20,826.38
Du)la+
p.
22!,0!0.13
i'ulakan
p.
II
PEKERJAAN TANAH
1
A.2.'.1.1. 1 M' PENGGALIAN TANAH BIASA SEDALAM 1 METER 0.#500 Pekerja
p.
85,000.00 p.
63,#50.00
0.0250 Mandor
p.
110,000.00 p.
2,#50.00
p.
66,500.00
*Cer+ead 10
Daftar Anali"a Harga Satuan #eker$aan %&n"truk"i Jarak Dekat %a'upaten S&l&k Tahun 2018
22#%0#0.00
p.
66,500.00
p.
6,650.00
Hal. 8 dari 127
No
U RAIAN
a
b
2
3
4
H. SATUAN
UPAH
BAHAN
c
!
6
#
p.
i'ulakan
p.
!
#3,150.00
7'%1$0.00
A.2.'.1.2 1 M' PENGGALIAN TANAH BIASA SEDALAM 2 METER 0.!000 Pekerja
p.
85,000.00 p.
#6,500.00
0.0450 Mandor
p.
110,000.00 p.
4,!50.00
p.
81,450.00
A.2.'.1.'
p.
81,450.00
*Cer+ead 10
p.
8,145.00
Du)la+
p.
8!,5!5.00
i'ulakan
p.
8#%$#$.00
1 M' PENGGALIAN TANAH BIASA SEDALAM ' METER
1.0500 Pekerja
p.
85,000.00 p.
8!,250.00
0.06#0 Mandor
p.
110,000.00 p.
#,3#0.00
p.
!6,620.00
p.
!6,620.00
*Cer+ead 10
p.
!,662.00
Du)la+
p.
106,282.00
i'ulakan
p.
10%282.00
A.2.'.1.&. 1 M' PENGGALIAN TANAH KERAS SEDALAM 1 METER 1.0000 Pekerja
p.
85,000.00 p.
0.0320 Mandor
p.
110,000.00 p.
85,000.00 3,520.00
p.
88,520.00
p.
88,520.00
p.
8,852.00
Du)la+
p.
i'ulakan
p.
!#,3#2.00
#7%'72.00
A.2.'.1.$. 1 M' PENGGALIAN TANAH ,ADAS SEDALAM 1 METER 1.5000 Pekerja
p.
85,000.00 p.
0.0600 Mandor
p.
110,000.00 p.
12#,500.00 6,600.00
p.
134,100.00
p.
134,100.00
*Cer+ead 10
p.
13,410.00
Du)la+
p.
14#,510.00
i'ulakan
p.
1&7%$10.00
A.2.'.1.1 M' PE NGGALIAN TANAH LUMPUR SEDALAM 1 METER 1.2000 Pekerja
p.
85,000.00 p.
102,000.00
0.0450 Mandor
p.
110,000.00 p.
4,!50.00
p.
106,!50.00
A.2.'.1.7.
10,6!5.00
Du)la+
p.
11#,645.00
i'ulakan
p.
117%&$.00
1 M2 PENGERJAAN STRIPPING TEBING SETINGGI 1 METER p.
85,000.00 p.
0.0050 Mandor
p.
110,000.00 p.
550.00
p.
4,800.00
4,250.00
p.
4,800.00
p.
480.00
Du)la+
p.
i'ulakan
p.
5,280.00
$%280.00
1 M' PEMBUANGAN TANAH SEJAUH '0 M*
0.3300 Pekerja
p.
85,000.00 p.
0.0100 Mandor
p.
110,000.00 p.
1,100.00
p.
2!,150.00
A.2.'.1.#.
106,!50.00
p.
0.0500 Pekerja
A.2.'.1.8.
p.
*Cer+ead 10
*Cer+ead 10
8
"
Du)la+
*Cer+ead 10
5
JUMLAH
28,050.00
p.
2!,150.00
*Cer+ead 10
p.
2,!15.00
Du)la+
p.
32,065.00
i'ulakan
p.
'2%0$.00
1 M' PENGURUGAN KEMBALI GALIAN TANAH
0.5000 Pekerja
p.
85,000.00 p.
42,500.00
0.0500 Mandor
p.
110,000.00 p.
5,500.00
p.
48,000.00
p.
48,000.00
*Cer+ead 10
p.
4,800.00
Du)la+
p.
52,800.00
i'ulakan
p.
$2%800.00
10 A.2.'.1.10. 1 M' PEMADATAN TANAH (PER 20 ,M) 0.5000 Pekerja
p.
85,000.00 p.
0.0500 Mandor
p.
110,000.00 p.
5,500.00
p.
48,000.00
Daftar Anali"a Harga Satuan #eker$aan %&n"truk"i Jarak Dekat %a'upaten S&l&k Tahun 2018
42,500.00
p.
48,000.00
Hal. ( dari 127
No
U RAIAN
a
b
H. SATUAN
UPAH
BAHAN
c
!
JUMLAH "
*Cer+ead 10
p.
Du)la+
p.
i'ulakan
p.
4,800.00 52,800.00
$2%800.00
11 A.2.'.1.11 1 M' PENGURUGAN DENGAN PASIR URUG 0.3000 Pekerja
p.
85,000.00 p.
25,500.00
0.0100 Mandor
p.
110,000.00 p.
1,100.00
1.2000 M3 Pa%ir -rug
p.
150,000.00
p. p.
12 A.2.'.1.1&
26,600.00 p.
180,000.00 180,000.00 p.
206,600.00
*Cer+ead 10
p.
20,660.00
Du)la+
p.
22#,260.00
i'ulakan
p.
227%20.00
1 M' PENGURUGAN SIRTU PADAT
0.2500 Pekerja
p.
85,000.00 p.
21,250.00
0.0250 Mandor
p.
110,000.00 p.
2,#50.00
1.2000 M3 (iru
p.
100,000.00
p. p.
24,000.00 p.
120,000.00 120,000.00 p.
144,000.00
*Cer+ead 10
p.
14,400.00
Du)la+
p.
158,400.00
i'ulakan
p.
1$8%&00.00
13 A.2.'.1.1& 1 M' PENGURUGAN ,ADAS PADAT 0.2500 Pekerja
p.
85,000.00 p.
21,250.00
0.0250 Mandor
p.
110,000.00 p.
2,#50.00
1.2000 M3 "ada%
p.
#5,000.00
p. p.
24,000.00 p.
!0,000.00 !0,000.00 p.
114,000.00
p.
11,400.00
*Cer+ead 10 Du)la+
p.
i'ulakan
p.
125,400.00
12$%&00.00
III PEKERJAAN PNDASI
1
A.'.2.1.1
1 M' PEMASANGAN PNDASI BATU BELAH% ,AMPURAN 1 P, - ' PP
1.5000 Pekerja
p.
85,000.00 p.
12#,500.00
0.#500 Tukang Bau
p.
!1,000.00 p.
68,250.00
0.0#50 Kepala Tukang
p.
150,000.00 p.
11,250.00
0.0#50 Mandor
p.
110,000.00 p.
8,250.00
1.2000 M3 Bau Bela+ 15 )/20 )
p.
14#,000.00
p.
0.4850 M3 Pa%ir Pa%ang
p.
150,000.00
p.
#2,#50.00
p.
1,226.00
p.
24#,652.00
202.0000 Kg (e)en Porland P""
p.
2
4!6,802.00 p.
#12,052.00
*Cer+ead 10
p.
#1,205.20
Du)la+
p.
#83,25#.20
i'ulakan
p.
78'%2$7.00
A.'.2.1.2 1 M' PEMASANGAN PNDASI BATU BELAH% ,AMPURAN 1 P, - & PP 1.5000 Pekerja
p.
85,000.00 p.
12#,500.00
0.#500 Tukang Bau
p.
!1,000.00 p.
68,250.00
0.0#50 Kepala Tukang
p.
150,000.00 p.
11,250.00
0.0#50 Mandor
p.
110,000.00 p.
8,250.00
1.2000 M3 Bau Bela+ 15 )/20 )
p.
14#,000.00
p.
0.5200 M3 Pa%ir Pa%ang
p.
150,000.00
p.
#8,000.00
p.
1,226.00
p.
1!!,838.00
163.0000 Kg (e)en Porland P""
p.
3
215,250.00 p.
1#6,400.00
215,250.00 p.
1#6,400.00
454,238.00 p.
66!,488.00
*Cer+ead 10
p.
66,!48.80
Du)la+
p.
#36,436.80
i'ulakan
p.
7'%&'.00
A.'.2.1.'. 1 M' PEMASANGAN PNDASI BATU BELAH% ,AMPURAN 1 P, - $ PP 1.5000 Pekerja
p.
85,000.00 p.
12#,500.00
0.#500 Tukang Bau
p.
!1,000.00 p.
68,250.00
0.0#50 Kepala Tukang
p.
150,000.00 p.
11,250.00
0.0#50 Mandor
p.
110,000.00 p.
8,250.00
1.2000 M3 Bau Bela+ 15 )/20 )
p.
14#,000.00
Daftar Anali"a Harga Satuan #eker$aan %&n"truk"i Jarak Dekat %a'upaten S&l&k Tahun 2018
p.
1#6,400.00
Hal. 10 dari 127
No
U RAIAN
a
b 0.5440 M3 Pa%ir Pa%ang 136.0000 Kg (e)en Porland P""
H. SATUAN
UPAH
c
p.
150,000.00
p.
1,226.00
p. p. p.
215,250.00 p.
BAHAN
JUMLAH
!
"
166,#36.00 424,#36.00 p. p.
63,!!8.60
Du)la+
p.
#03,!84.60
p.
70'%#8&.00
A.'.2.1.#. 1 M' PEMASANGAN BATU KSNG (ANSTAMPING) 0.#800 Pekerja
p.
85,000.00 p.
66,300.00
0.3!00 Tukang Bau
p.
!1,000.00 p.
35,4!0.00
0.03!0 Kepala Tukang
p.
150,000.00 p.
5,850.00
0.03!0 Mandor
p.
110,000.00 p.
4,2!0.00
1.2000 M3 Bau Bela+ 15/20 )
p.
14#,000.00
p.
0.4320 M3 Pa%ir -rug
p.
150,000.00
p. p.
111,!30.00 p.
1#6,400.00 64,800.00 241,200.00 p.
353,130.00
p.
35,313.00
p.
388,443.00
p.
'88%&&'.00
*Cer+ead 10 Du)la+ i'ulakan
5
63!,!86.00
*Cer+ead 10
i'ulakan
4
81,600.00
A.'.2.1.10. 1 M' PEMASANGAN PNDASI SIKLP% 0 BETN ,AMPURAN 1 P, - 2 PB - ' KR DAN &0 BATU BELAH 3.4000 Pekerja
p.
85,000.00 p.
28!,000.00
0.8500 Tukang Bau
p.
!1,000.00 p.
##,350.00
0.0850 Kepala Tukang
p.
150,000.00 p.
12,#50.00
0.1#00 Mandor
p.
110,000.00 p.
18,#00.00
1!4.000 Kg (e)en Porland P""
p.
1,226.00
p.
0.3120 M3 Pa%ir Beon
p.
150,000.00
p.
46,800.00
0.4680 M3 Koral Beon
p.
150,000.00
p.
#0,200.00
0.4800 M3 Bau Bela+ 15)/20 )
p.
14#,000.00
p.
#0,560.00
p.
3!#,800.00 p.
23#,844.00
425,404.00 p. p.
82,320.40
Du)la+
p.
!05,524.40
p.
#0$%$2&.00
i'ulakan
6
A.'.2.1.11. 1 M' PEMASANGAN PNDASI SUMURAN DIAMETER 100 ,M 2.4000 Pekerja
p.
85,000.00 p.
204,000.00
0.8000 Tukang Bau
p.
!1,000.00 p.
#2,800.00
0.0800 Kepala Tukang
p.
150,000.00 p.
12,000.00
0.11!0 Mandor
p.
110,000.00 p.
13,0!0.00
0.4500 M3 Bau Bela+ 15/20 )
p.
14#,000.00
p.
66,150.00
0.3120 M3 Pa%ir Beon
p.
150,000.00
p.
46,800.00
0.4680 M3 Kerekel 'eon
p.
1 50,000.00
p.
#0,200.00
p.
1,226.00
1!4.0000 Kg (e)en Porland P""
p. p.
301,8!0.00 p.
23#,844.00 420,!!4.00 p.
#22,884.00
p.
#2,288.40
p.
#!5,1#2.40
p.
7#$%172.00
*Cer+ead 10 Du)la+ i'ulakan
#
1 M2 MEMASANG ,ETAKAN ,IN,IN SUMURAN 0.2000 Pekerja
p.
85,000.00 p.
0.0100 Tukang Kayu
p.
86,000.00 p.
860.00
0.5000 Kepala Tukang
p.
150,000.00 p.
#5,000.00
0.0500 Mandor
p.
110,000.00 p.
5,500.00
0.0400 M3 Kayu Kla%
p.
2,#03,000.00
p.
108,120.00
0.4000 Kg Paku 5 ) 10 )
p.
15,000.00
p.
6,000.00
1#,000.00
0.0150 $r Minyak Beki%ing
p.
11,130.00
p.
166.!5
0.61#0 $'r (eng Pla
p.
51,8#0.00
p.
32,003.#!
p.
8
823,204.00
*Cer+ead 10
!8,360.00 p.
146,2!0.#4 p.
244,650.#4
*Cer+ead 10
p.
24,465.0#
Du)la+
p.
26!,115.81
i'ulakan
p.
2#%11$.00
A.'.2.1.11. PEMANSANGAN 1 M' PNDASI SUMURAN% DIAMETER 100 c/
2.4000 Pekerja
p.
85,000.00 p.
204,000.00
0.8000 Tukang Bau
p.
!1,000.00 p.
#2,800.00
0.0800 Kepala Tukang
p.
150,000.00 p.
12,000.00
Daftar Anali"a Harga Satuan #eker$aan %&n"truk"i Jarak Dekat %a'upaten S&l&k Tahun 2018
Hal. 11 dari 127
No
U RAIAN
a
b
H. SATUAN
UPAH
BAHAN
JUMLAH
c
!
"
0.11!0 Mandor
p.
110,000.00 p.
0.4500 Bau 'ela+
p.
14#,000.00
p.
66,150.00
p.
1,226.00
p.
23#,844.00
0.3120 Pa%ir 'eon
p.
150,000.00
p.
46,800.00
0.4680 Kerikil
p.
150,000.00
p.
1!4.0000 (e)en Porland
13,0!0.00
301,8!0.00 p.
#0,200.00 420,!!4.00 p.
#22,884.00
*Cer+ead 10
p.
#2,288.40
Du)la+
p.
#!5,1#2.40
p.
7#$%172.00
i'ulakan
Daftar Anali"a Harga Satuan #eker$aan %&n"truk"i Jarak Dekat %a'upaten S&l&k Tahun 2018
Hal. 12 dari 127
No
U RAIAN
H. SATUAN
UPAH
BAHAN
JUMLAH
a
b
c
!
"
I PEKERJAAN PASANGAN DINDING 1
A. &.&.1.1. 1 M2 PEMASANGAN DINDING BATA MERAH ($1122) ,M TEBA L 1 BATU ,AMPURAN SPESI 1 P, - 2 PP 0.6000 Pekerja
p.
85,000.00 p.
51,000.00
0.2000 Tukang Bau
p.
!1,000.00 p.
18,200.00
0.0200 Kepala Tukang
p.
150,000.00 p.
3,000.00
0.0300 Mandor
p.
110,000.00 p.
3,300.00
p.
840.00
p.
150,000.00
p.
12,000.00
p.
1,226.00
p.
53,331.00
140.000 B+ Baa Mera+ 0.0800 M3 Pa%ir Pa%ang 43.5000 Kg (e)en Porland P""
p.
p.
#5,500.00 p.
11#,600.00
182,!31.00 p.
258,431.00
p.
25,843.10
*Cer+ead 10
2
Du)la+
p.
i'ulakan
p.
284,2#4.10
28&%27&.00
A. &.&.1.2. 1 M2 PEMASANGAN DINDING BATA MERAH ($1122) ,M TEBA L 1 BATU ,AMPURAN SPESI 1 P, - ' PP 0.6000 Pekerja
p.
85,000.00 p.
51,000.00
0.2000 Tukang Bau
p.
!1,000.00 p.
18,200.00
0.0200 Kepala Tukang
p.
150,000.00 p.
3,000.00
0.0300 Mandor
p.
110,000.00 p.
3,300.00
140.000 B+ Baa Mera+ 0.0!10 M3 Pa%ir Pa%ang 32.!500 Kg (e)en Porland P""
p.
840.00
p.
p.
150,000.00
p.
13,650.00
p.
1,226.00
p.
40,3!6.#0
p.
3
#5,500.00 p.
11#,600.00
1#1,646.#0 p.
24#,146.#0
*Cer+ead 10
p.
24,#14.6#
Du)la+
p.
2#1,861.3#
i'ulakan
p.
271%81.00
A. &.&.1.'. 1 M2 PEMASANGAN DINDING BATA MERAH ($1122) ,M TEBAL 1 BATU ,AMPURAN SPESI 1 P, - & PP 0.6000 Pekerja
p.
85,000.00 p.
51,000.00
0.2000 Tukang Bau
p.
!1,000.00 p.
18,200.00
0.0200 Kepala Tukang
p.
150,000.00 p.
3,000.00
0.0300 Mandor
p.
110,000.00 p.
3,300.00
140.000 B+ Baa Mera+ 0.0!30 M3 Pa%ir Pa%ang 26.5500 Kg (e)en Porland P""
p.
840.00
p.
p.
150,000.00
p.
13,!50.00
p.
1,226.00
p.
32,550.30
p.
4
#5,500.00 p.
11#,600.00
164,100.30 p.
23!,600.30
*Cer+ead 10
p.
23,!60.03
Du)la+
p.
263,560.33
i'ulakan
p.
2'%$0.00
A. &.&.1.&. 1 M2 PEMASANGAN DINDING BATA MERAH ($1122) ,M TEBA L 1 BATU ,AMPURAN SPESI 1 P, - $ PP 0.6000 Pekerja
p.
85,000.00 p.
51,000.00
0.2000 Tukang Bau
p.
!1,000.00 p.
18,200.00
0.0200 Kepala Tukang
p.
150,000.00 p.
3,000.00
0.0300 Mandor
p.
110,000.00 p.
3,300.00
140.000 B+ Baa Mera+ 0.1020 M3 Pa%ir Pa%ang 22.2000 Kg (e)en Porland P""
p.
840.00
p.
11#,600.00
p.
150,000.00
p.
15,300.00
p.
1,226.00
p. p.
#5,500.00 p.
2#,21#.20 160,11#.20 p.
235,61#.20
p.
23,561.#2
*Cer+ead 10
5
Du)la+
p.
i'ulakan
p.
25!,1#8.!2
2$#%178.00
A. &.&.1.$ 1 M2 PEMASANGAN DINDING BATA MERAH ($1122) ,M TEBAL 1 BATU ,AMPURAN SPESI 1 P, - PP 0.6000 Pekerja
p.
85,000.00 p.
51,000.00
0.2000 Tukang Bau
p.
!1,000.00 p.
18,200.00
0.0200 Kepala Tukang
p.
150,000.00 p.
3,000.00
0.0300 Mandor
p.
110,000.00 p.
3,300.00
p.
840.00
p.
11#,600.00
p.
150,000.00
p.
18,300.00
140.000 B+ Baa Mera+ 0.1220 M3 Pa%ir Pa%ang
Daftar Anali"a Harga Satuan #eker$aan %&n"truk"i Jarak Dekat %a'upaten S&l&k Tahun 2018
Hal. 13 dari 127
No
U RAIAN
a
b 18.5000 Kg (e)en Porland P""
H. SATUAN
UPAH
c
p.
1,226.00
p. p.
#5,500.00 p.
BAHAN
JUMLAH
!
"
158,581.00 p.
234,081.00
p.
23,408.10
p.
25#,48!.10
p.
2$7%&8#.00
*Cer+ead 10 Du)la+ i'ulakan
6
22,681.00
A. &.&.1.7 1 M2 PEMASANGAN DINDING BATA MERAH ($1122) ,M TEBAL 12 BATU ,AMPURAN SPESI 1 P, - 2 PP 0.3000 Pekerja
p.
85,000.00 p.
25,500.00
0.1000 Tukang Bau
p.
!1,000.00 p.
!,100.00
0.0100 Kepala Tukang
p.
150,000.00 p.
1,500.00
0.0150 Mandor
p.
110,000.00 p.
1,650.00
#0.000 B+ Baa Mera+
p.
840.00
p.
0.0380 M3 Pa%ir Pa%ang
p.
150,000.00
p.
5,#00.00
p.
1,226.00
p.
23,232.#0
18.!500 Kg (e)en Porland P""
p.
3#,#50.00 p.
58,800.00
8#,#32.#0 p.
*Cer+ead 10
p.
12,548.2#
Du)la+
p.
138,030.!#
p.
1'8%0'0.00
i'ulakan
#
125,482.#0
A. &.&.1.8 1 M2 PEMASANGAN DINDING BATA MERAH ($1122) ,M TEBAL 12 BATU ,AMPURAN SPESI 1 P, - ' PP 0.3000 Pekerja
p.
85,000.00 p.
25,500.00
0.1000 Tukang Bau
p.
!1,000.00 p.
!,100.00
0.0100 Kepala Tukang
p.
150,000.00 p.
1,500.00
0.0150 Mandor
p.
110,000.00 p.
1,650.00
#0.000 B+ Baa Mera+
p.
840.00
p.
0.0400 M3 Pa%ir Pa%ang
p.
150,000.00
p.
6,000.00
p.
1,226.00
p.
1#,61#.62
14.3#00 Kg (e)en Porland P""
p.
3#,#50.00 p.
58,800.00
82,41#.62 p. p.
12,016.#6
Du)la+
p.
132,184.38
p.
1'2%18&.00
i'ulakan
8
A.&.&.1.#
120,16#.62
*Cer+ead 10
1 M2 PEMASANGAN DINDING BATA MERAH ($1122) ,M TEBAL 12 BATU
,AMPURAN SPESI 1 P, - & PP 0.3000 Pekerja
p.
85,000.00 p.
0.1000 Tukang Bau
p.
!1,000.00 p.
25,500.00 !,100.00
0.0100 Kepala Tukang
p.
150,000.00 p.
1,500.00
0.0150 Mandor
p.
110,000.00 p.
1,650.00
#0.000 B+ Baa Mera+
p.
840.00
p.
58,800.00
0.0430 M3 Pa%ir Pa%ang
p.
150,000.00
p.
6,450.00
p.
1,226.00
11.5000 Kg (e)en Porland P""
p. p.
3#,#50.00 p.
14,0!!.00 #!,34!.00 p.
11#,0!!.00
p.
11,#0!.!0
p.
128,808.!0
p.
128%808.00
*Cer+ead 10 Du)la+ i'ulakan
!
A. &.&.1.10 1 M2 PEMASANGAN DINDING BATA MERAH ($1122) ,M TEBAL 12 BATU ,AMPURAN SPESI 1 P, - $ PP 0.3000 Pekerja
p.
85,000.00 p.
25,500.00
0.1000 Tukang Bau
p.
!1,000.00 p.
!,100.00
0.0100 Kepala Tukang
p.
150,000.00 p.
1,500.00
0.0150 Mandor
p.
110,000.00 p.
1,650.00
#0.000 B+ Baa Mera+
p.
840.00
0.0450 M3 Pa%ir Pa%ang
p.
150,000.00
p.
6,#50.00
!.6800 Kg (e)en Porland P""
p.
1,226.00
p.
11,86#.68
p.
p.
3#,#50.00 p.
58,800.00
##,41#.68 p.
115,16#.68
*Cer+ead 10
p.
11,516.##
Du)la+
p.
126,684.45
p.
12%8&.00
i'ulakan
10 A. &.&.1.11 1 M2 PEMASANGAN DINDING BATA MERAH ($1122) ,M TEBAL 12 BATU ,AMPURAN SPESI 1 P, - PP 0.3000 Pekerja
p.
85,000.00 p.
25,500.00
0.1000 Tukang Bau
p.
!1,000.00 p.
!,100.00
0.0100 Kepala Tukang
p.
150,000.00 p.
1,500.00
Daftar Anali"a Harga Satuan #eker$aan %&n"truk"i Jarak Dekat %a'upaten S&l&k Tahun 2018
Hal. 14 dari 127
No
U RAIAN
a
H. SATUAN
UPAH
c
b
BAHAN
JUMLAH
!
"
0.0150 Mandor
p.
110,000.00 p.
#0.000 B+ Baa Mera+
p.
840.00
0.04!0 M3 Pa%ir Pa%ang
p.
150,000.00
p.
#,350.00
8.3200 Kg (e)en Porland P""
p.
1,226.00
p.
10,200.32
p.
p.
1,650.00
3#,#50.00 p.
58,800.00
#6,350.32 p.
114,100.32
*Cer+ead 10
p.
11,410.03
Du)la+
p.
125,510.35
i'ulakan
p.
12$%$10.00
11 A. &.&.1.8 1 M2 PEMASANGAN DINDING HLL+BL,K (HB) 1$% ,AMPURAN SPESI 1 P, - ' PP 0.3200 Pekerja
p.
85,000.00 p.
2#,200.00
0.1200 Tukang Bau
p.
!1,000.00 p.
10,!20.00
0.0120 Kepala Tukang
p.
150,000.00 p.
1,800.00
0.0160 Mandor
p.
110,000.00 p.
1,#60.00
12.500 B+ Hollo9 'lok HB.15
p.
22.#400 Kg (e)en Porland P""
3,885.00
p.
48,562.50
p.
1,226.00
p.
2#,8#!.24
0.5500 M3 Pa%ir Pa%ang
p.
150,000.00
p.
82,500.00
0.2800 Kg Be%i &ngkur dia. 8 ))
p.
10,000.00
p.
2,800.00
p.
41,680.00 p.
161,#41.#4 p.
203,421.#4
*Cer+ead 10
p.
20,342.1#
Du)la+
p.
223,#63.!1
i'ulakan
p.
22'%7'.00
12 A. &.&.1.1# 1 M2 PEMASANGAN DINDING HLL+BL,K (HB) 1$% ,AMPURAN SPESI 1 P, - & PP 0.3200 Pekerja
p.
85,000.00 p.
2#,200.00
0.1200 Tukang Bau
p.
!1,000.00 p.
10,!20.00
0.0120 Kepala Tukang
p.
150,000.00 p.
1,800.00
0.0160 Mandor
p.
110,000.00 p.
1,#60.00
12.500 B+ Hollo9 'lok HB.15
p.
3,885.00
p.
48,562.50
18.2000 Kg (e)en Porland P""
p.
1,226.00
p.
22,313.20
0.5820 M3 Pa%ir Pa%ang
p.
150,000.00
p.
8#,300.00
0.2800 Kg Be%i &ngkur dia. 8 ))
p.
10,000.00
p. p.
41,680.00 p.
2,800.00 160,!#5.#0 p.
202,655.#0
*Cer+ead 10
p.
20,265.5#
Du)la+
p.
222,!21.2#
i'ulakan
p.
222%#21.00
13 A. &.&.1.20 1 M2 PEMASANGAN DINDING HLL+BL,K (HB) 10% ,AMPURAN SPESI 1 P, - ' PP 0.3000 Pekerja
p.
85,000.00 p.
0.1000 Tukang Bau
p.
!1,000.00 p.
25,500.00 !,100.00
0.0100 Kepala Tukang
p.
150,000.00 p.
1,500.00
0.0150 Mandor
p.
110,000.00 p.
1,650.00
12.500 B+ Hollo9 'lok HB.10
p.
3,465.00
p.
43,312.50
15.1600 Kg (e)en Porland P""
p.
1,226.00
p.
18,586.16
0.3640 M3 Pa%ir Pa%ang
p.
150,000.00
p.
54,600.00
0.2800 Kg Be%i &ngkur dia. 8 ))
p.
10,000.00
p. p.
3#,#50.00 p.
2,800.00 11!,2!8.66 p.
15#,048.66
p.
15,#04.8#
*Cer+ead 10 Du)la+
p.
i'ulakan
p.
1#2,#53.53
172%7$'.00
14 A. &.&.1.21 1 M2 PEMASANGAN DINDING HLL+BL,K (HB) 10% ,AMPURAN SPESI 1 P, - & PP 0.3000 Pekerja
p.
85,000.00 p.
0.1000 Tukang Bau
p.
!1,000.00 p.
25,500.00 !,100.00
0.0100 Kepala Tukang
p.
150,000.00 p.
1,500.00
0.0150 Mandor
p.
110,000.00 p.
1,650.00
12.500 B+ Hollo9 'lok HB.10
p.
12.1300 Kg (e)en Porland P""
3,465.00
p.
43,312.50
p.
1,226.00
p.
14,8#1.38
0.3880 M3 Pa%ir Pa%ang
p.
150,000.00
p.
58,200.00
0.2800 Kg Be%i &ngkur dia. 8 ))
p.
10,000.00
p. p.
3#,#50.00 p.
2,800.00 11!,183.88 p.
156,!33.88
*Cer+ead 10
p.
15,6!3.3!
Du)la+
p.
1#2,62#.2#
i'ulakan
p.
172%27.00
15 A. &.&.1.22 1 M2 PEMASANGAN DINDING TERA+ANG (RSTER) 12112& ,M
Daftar Anali"a Harga Satuan #eker$aan %&n"truk"i Jarak Dekat %a'upaten S&l&k Tahun 2018
Hal. 1 dari 127
No
U RAIAN
H. SATUAN
UPAH
BAHAN
JUMLAH
b
c
!
"
a
,AMPURAN SPESI 1 P, - ' PP 0.3000 Pekerja
p.
85,000.00 p.
25,500.00
0.1000 Tukang Bau
p.
!1,000.00 p.
!,100.00
0.0100 Kepala Tukang
p.
150,000.00 p.
1,500.00
0.0150 Mandor
p.
110,000.00 p.
1,650.00
30.0000 B+ Baa oo%er
p.
#,000.00
p.
210,000.00
11.0000 Kg (e)en Porland P""
p.
1,226.00
p.
13,486.00
p.
150,000.00
p.
0.0350 M3 Pa%ir Pa%ang
p.
3#,#50.00 p.
5,250.00 228,#36.00 p.
266,486.00
*Cer+ead 10
p.
26,648.60
Du)la+
p.
2!3,134.60
p.
2#'%1'&.00
i'ulakan
16 A. &.&.1.2' 1 M2 PEMASANGAN DINDING TERA+ANG (RSTER) 12112& ,M ,AMPURAN SPESI 1 P, - & PP 0.3000 Pekerja
p.
85,000.00 p.
25,500.00
0.1000 Tukang Bau
p.
!1,000.00 p.
!,100.00
0.0100 Kepala Tukang
p.
150,000.00 p.
1,500.00
0.0150 Mandor
p.
110,000.00 p.
1,650.00
30.0000 B+ o%er/Tera9ang
p.
#,000.00
p.
210,000.00
11.0000 Kg (e)en Porland P""
p.
1,226.00
p.
13,486.00
p.
150,000.00
p.
5,250.00
0.0350 M3 Pa%ir Pa%ang
p.
3#,#50.00 p.
228,#36.00 p.
266,486.00
*Cer+ead 10
p.
26,648.60
Du)la+
p.
2!3,134.60
p.
2#'%1'&.00
i'ulakan
1# 1 M2 PEMASANGAN DINDING BATAK% ,AMPURAN SPESI 1 P, - & PP 0.3000 Pekerja
p.
85,000.00 p.
25,500.00
0.1000 Tukang Bau
p.
!1,000.00 p.
!,100.00
0.0100 Kepala Tukang
p.
150,000.00 p.
1,500.00
0.0150 Mandor
p.
110,000.00 p.
1,650.00
12.500 B+ Baako
p.
2,520.00
p.
31,500.00
p.
1,226.00
p.
14,8#1.38
0.0388 M3 Pa%ir Pa%ang
p.
150,000.00
p.
5,820.00
0.2800 Kg Be%i &ngkur dia. 8 ))
p.
10,000.00
12.1300 Kg (e)en Porland P""
p. p.
3#,#50.00 p.
2,800.00 54,!!1.38 p.
!2,#41.38
p.
!,2#4.14
p.
102,015.52
p.
102%01$.00
*Cer+ead 10 Du)la+ i'ulakan
PEKERJAAN PLESTERAN
1
A.&.&.2.1 1 M2 PEMASANGAN PLESTERAN 1 P, - 1 PP% TEBAL 1$ // 15.5040 Kg (e)en Porland P""
p.
1,226.00
p.
1!,00#.!0
0.0160 M3 Pa%ir Pa%ang
p.
150,000.00
p.
2,400.00
0.3000 Pekerja
p.
85,000.00 p.
25,500.00
0.1500 Tukang Bau
p.
!1,000.00 p.
13,650.00
0.0150 Kepala Tukang
p.
150,000.00 p.
2,250.00
0.0150 Mandor
p.
110,000.00 p. p.
1,650.00 43,050.00 p.
21,40#.!0 p.
*Cer+ead 10
p.
6,445.#!
Du)la+
p.
#0,!03.6!
p.
70%#0'.00
i'ulakan
2
64,45#.!0
A.&.&.2.2. 1 M2 PEMASANGAN PLESTERAN 1 P, - 2 PP% TEBAL 1$ // 10.2240 Kg (e)en Porland P""
p.
1,226.00
p.
12,534.62
0.0200 M3 Pa%ir Pa%ang
p.
150,000.00
p.
3,000.00
0.3000 Pekerja
p.
85,000.00 p.
25,500.00
0.1500 Tukang Bau
p.
!1,000.00 p.
13,650.00
0.0150 Kepala Tukang
p.
150,000.00 p.
2,250.00
0.0150 Mandor
p.
110,000.00 p. p.
*Cer+ead 10 Du)la+ i'ulakan
Daftar Anali"a Harga Satuan #eker$aan %&n"truk"i Jarak Dekat %a'upaten S&l&k Tahun 2018
1,650.00 43,050.00 p.
15,534.62 p.
58,584.62
p.
5,858.46
p.
64,443.0!
p.
&%&&'.00
Hal. 1! dari 127
No
U RAIAN
H. SATUAN
UPAH
BAHAN
JUMLAH
a
b
c
!
"
3
A.&.&.2.'. 1 M2 PEMASANGAN PLESTERAN 1 P, - ' PP% TEBAL 1$ // #.##60 Kg (e)en Porland P""
p.
1,226.00
p.
!,533.38
0.0230 M3 Pa%ir Pa%ang
p.
150,000.00
p.
3,450.00
0.3000 Pekerja
p.
85,000.00 p.
25,500.00
0.1500 Tukang Bau
p.
!1,000.00 p.
13,650.00
0.0150 Kepala Tukang
p.
150,000.00 p.
2,250.00
0.0150 Mandor
p.
110,000.00 p. p.
1,650.00 43,050.00 p.
12,!83.38 p. p.
5,603.34
Du)la+
p.
61,636.#1
p.
1%'.00
A.&.&.2.&. 1 M2 PEMASANGAN PLESTERAN 1 P, - & PP% TEBAL 1$ // 6.2400 Kg (e)en Porland P""
p.
1,226.00
p.
#,650.24
0.0240 M3 Pa%ir Pa%ang
p.
150,000.00
p.
3,600.00
0.3000 Pekerja
p.
85,000.00 p.
25,500.00
0.1500 Tukang Bau
p.
!1,000.00 p.
13,650.00
0.0150 Kepala Tukang
p.
150,000.00 p.
2,250.00
0.0150 Mandor
p.
110,000.00 p. p.
1,650.00 43,050.00 p.
11,250.24 p.
54,300.24
p.
5,430.02
p.
5!,#30.26
p.
$#%7'0.00
*Cer+ead 10 Du)la+ i'ulakan
5
A.&.&.2.$. 1 M2 PEMASANGAN PLESTERAN 1 P, - $ PP% TEBAL 1$ // 5.1840 Kg (e)en Porland P""
p.
1,226.00
p.
6,355.58
0.0260 M3 Pa%ir Pa%ang
p.
150,000.00
p.
3,!00.00
0.3000 Pekerja
p.
85,000.00 p.
25,500.00
0.1500 Tukang Bau
p.
!1,000.00 p.
13,650.00
0.0150 Kepala Tukang
p.
150,000.00 p.
2,250.00
0.0150 Mandor
p.
110,000.00 p. p.
1,650.00 43,050.00 p.
10,255.58 p. p.
5,330.56
Du)la+
p.
58,636.14
p.
$8%'.00
A.&.&.2.. 1 M2 PEMASANGAN PLESTERAN 1 P, - PP% TEBAL 1$ // 4.4160 Kg (e)en Porland P""
p.
1,226.00
p.
5,414.02
0.02#0 M3 Pa%ir Pa%ang
p.
150,000.00
p.
4,050.00
0.3000 Pekerja
p.
85,000.00 p.
25,500.00
0.1500 Tukang Bau
p.
!1,000.00 p.
13,650.00
0.0150 Kepala Tukang
p.
150,000.00 p.
2,250.00
0.0150 Mandor
p.
110,000.00 p.
1,650.00
p.
43,050.00 p.
!,464.02 p. p.
5,251.40
Du)la+
p.
5#,#65.42
p.
$7%7$.00
A.&.&.2.1'. 1 M2 PEMASANGAN PLESTERAN 1 P, - 1 PP% TEBAL 20 // 13.6320 Kg (e)en Porland P""
p.
1,226.00
p.
16,#12.83
0.02#0 M3 Pa%ir Pa%ang
p.
150,000.00
p.
4,050.00
0.4000 Pekerja
p.
85,000.00 p.
34,000.00
0.2000 Tukang Bau
p.
!1,000.00 p.
18,200.00
0.0200 Kepala Tukang
p.
150,000.00 p.
3,000.00
0.0220 Mandor
p.
110,000.00 p. p.
2,420.00 5#,620.00 p.
20,#62.83 p.
#8,382.83
*Cer+ead 10
p.
#,838.28
Du)la+
p.
86,221.12
p.
8%221.00
i'ulakan
8
52,514.02
*Cer+ead 10
i'ulakan
#
53,305.58
*Cer+ead 10
i'ulakan
6
56,033.38
*Cer+ead 10
i'ulakan
4
A.&.&.2.1&. 1 M2 PEMASANGAN PLESTERAN 1 P, - ' PP% TEBAL 20 // 10.3680 Kg (e)en Porland P""
p.
1,226.00
p.
12,#11.1#
0.0310 M3 Pa%ir Pa%ang
p.
150,000.00
p.
4,650.00
0.4000 Pekerja
p.
Daftar Anali"a Harga Satuan #eker$aan %&n"truk"i Jarak Dekat %a'upaten S&l&k Tahun 2018
85,000.00 p.
34,000.00
Hal. 17 dari 127
No
U RAIAN
a
H. SATUAN
UPAH
BAHAN
JUMLAH
c
!
"
b 0.2000 Tukang Bau
p.
!1,000.00 p.
18,200.00
0.0200 Kepala Tukang
p.
150,000.00 p.
3,000.00
0.0130 Mandor
p.
110,000.00 p.
1,430.00
p.
!
56,630.00 p.
1#,361.1# p.
#3,!!1.1#
*Cer+ead 10
p.
#,3!!.12
Du)la+
p.
81,3!0.28
i'ulakan
p.
81%'#0.00
A.&.&.2.1$. 1 M2 PEMASANGAN PLESTERAN 1 P, - & PP% TEBAL 20 // 8.3200 Kg (e)en Porland P""
p.
1,226.00
p.
10,200.32
0.0320 M3 Pa%ir Pa%ang
p.
150,000.00
p.
4,800.00
0.4000 Pekerja
p.
85,000.00 p.
34,000.00
0.2000 Tukang Bau
p.
!1,000.00 p.
18,200.00
0.0200 Kepala Tukang
p.
150,000.00 p.
3,000.00
0.0220 Mandor
p.
110,000.00 p. p.
2,420.00 5#,620.00 p.
15,000.32 p.
#2,620.32
*Cer+ead 10
p.
#,262.03
Du)la+
p.
#!,882.35
i'ulakan
p.
7#%882.00
10 A.&.&.2.1. 1 M2 PEMASANGAN PLESTERAN 1 P, - $ PP% TEBAL 20 // 6.!120 Kg (e)en Porland P""
p.
1,226.00
p.
8,4#4.11
0.0350 M3 Pa%ir Pa%ang
p.
150,000.00
p.
5,250.00
0.4000 Pekerja
p.
85,000.00 p.
34,000.00
0.2000 Tukang Bau
p.
!1,000.00 p.
18,200.00
0.0200 Kepala Tukang
p.
150,000.00 p.
3,000.00
0.0220 Mandor
p.
110,000.00 p. p.
2,420.00 5#,620.00 p.
13,#24.11 p.
#1,344.11
p.
#,134.41
*Cer+ead 10 Du)la+
p.
i'ulakan
p.
#8,4#8.52
78%&78.00
11 A.&.&.2.17. 1 M2 PEMASANGAN PLESTERAN 1 P, - PP% TEBAL 20 // 5.8880 Kg (e)en Porland P""
p.
1,226.00
p.
#,218.6!
0.0360 M3 Pa%ir Pa%ang
p.
150,000.00
p.
5,400.00
0.4000 Pekerja
p.
85,000.00 p.
34,000.00
0.2000 Tukang Bau
p.
!1,000.00 p.
18,200.00
0.0200 Kepala Tukang
p.
150,000.00 p.
3,000.00
0.0220 Mandor
p.
110,000.00 p. p.
2,420.00 5#,620.00 p.
12,618.6! p.
#0,238.6!
*Cer+ead 10
p.
#,023.8#
Du)la+
p.
##,262.56
i'ulakan
p.
77%22.00
12 A.&.&.2.1#. 1 M2 PEMASANGAN BERAPEN 1 P, - $ PP% TEBAL 1$ // 5.1840 Kg (e)en Porland P""
p.
1,226.00
p.
6,355.58
0.0260 M3 Pa%ir Pa%ang
p.
150,000.00
p.
3,!00.00
0.1500 Pekerja
p.
85,000.00 p.
12,#50.00
0.0#50 Tukang Bau
p.
!1,000.00 p.
6,825.00
0.0080 Kepala Tukang
p.
150,000.00 p.
1,200.00
0.0080 Mandor
p.
110,000.00 p.
880.00
p.
21,655.00 p.
10,255.58 p.
31,!10.58
*Cer+ead 10
p.
3,1!1.06
Du)la+
p.
35,101.64
i'ulakan
p.
'$%101.00
13 A.&.&.2.20. 1 M PEMASANGAN PLESTERAN SKNING 1 P, - ' PP% LEBAR 10 // 0.5000 Kg (e)en Porland P""
p.
1,226.00
p.
613.00
0.0130 M3 Pa%ir Pa%ang
p.
150,000.00
p.
1,!50.00
0.0800 Pekerja
p.
85,000.00 p.
6,800.00
0.4000 Tukang Bau
p.
!1,000.00 p.
36,400.00
0.0400 Kepala Tukang
p.
150,000.00 p.
6,000.00
0.0040 Mandor
p.
110,000.00 p. p.
440.00 4!,640.00 p.
2,563.00 p.
52,203.00
*Cer+ead 10
p.
5,220.30
Du)la+
p.
5#,423.30
Daftar Anali"a Harga Satuan #eker$aan %&n"truk"i Jarak Dekat %a'upaten S&l&k Tahun 2018
Hal. 18 dari 127
No
U RAIAN
a
b
H. SATUAN
UPAH
BAHAN
c
!
JUMLAH "
i'ulakan
p.
$7%&2'.00
14 A.&.&.2.2'. 1 M2 PEMASANGAN PLESTERAN ,IPRAT 1 P, - 2 PP 4.3200 Kg (e)en Porland P""
p.
1,226.00
p.
5,2!6.32
0.0060 M3 Pa%ir Pa%ang
p.
150,000.00
p.
!00.00
0.3000 Pekerja
p.
85,000.00 p.
0.1000 Tukang Bau
p.
!1,000.00 p.
!,100.00
0.0100 Kepala Tukang
p.
150,000.00 p.
1,500.00
0.0150 Mandor
p.
110,000.00 p.
1,650.00
p.
25,500.00
3#,#50.00 p.
6,1!6.32 p.
43,!46.32
*Cer+ead 10
p.
4,3!4.63
Du)la+
p.
48,340.!5
i'ulakan
p.
&8%'&0.00
15 A.&.&.2.2& 1 M2 PEMASANGAN FINISHING SIAR PASANGAN BATA MERAH 3.1080 Kg (e)en Porland P""
p.
1,226.00
p.
0.1500 Pekerja
p.
85,000.00 p.
12,#50.00
0.0#50 Tukang Bau
p.
!1,000.00 p.
6,825.00
0.0080 Kepala Tukang
p.
150,000.00 p.
1,200.00
0.0080 Mandor
p.
110,000.00 p. p.
3,810.41
880.00 21,655.00 p.
3,810.41 p.
25,465.41
p.
2,546.54
*Cer+ead 10 Du)la+
p.
i'ulakan
p.
28,011.!5
28%011.00
16 A.&.&.2.2$ 1 M2 PEMASANGAN FINISHING SIAR PASANGAN ,NBL,K EKSPSE 1.6000 Kg (e)en Porland P""
p.
0.0#00 Pekerja
p.
1,226.00
p.
85,000.00 p.
5,!50.00
0.0350 Tukang Bau
p.
!1,000.00 p.
3,185.00
0.0040 Kepala Tukang
p.
150,000.00 p.
600.00
0.0040 Mandor
p.
110,000.00 p.
440.00
p.
10,1#5.00 p.
1,!61.60
1,!61.60 p.
12,136.60
*Cer+ead 10
p.
1,213.66
Du)la+
p.
13,350.26
i'ulakan
p.
1'%'$0.00
1# A.&.&.2.2. 1 M2 PEMASANGAN FINISHING SIAR PASANGAN BATU KALI ADUKAN 1 P, - 2 PP 6.3400 Kg (e)en Porland P""
p.
1,226.00
p.
#,##2.84
0.0120 M3 Pa%ir Pa%ang
p.
150,000.00
p.
1,800.00
0.3000 Pekerja
p.
85,000.00 p.
25,500.00
0.1500 Tukang Bau
p.
!1,000.00 p.
13,650.00
0.0150 Kepala Tukang
p.
150,000.00 p.
2,250.00
0.0150 Mandor
p.
110,000.00 p. p.
1,650.00 43,050.00 p.
!,5#2.84 p.
52,622.84
*Cer+ead 10
p.
5,262.28
Du)la+
p.
5#,885.12
i'ulakan
p.
$7%88$.00
18 A.&.&.2.27. 1 M2 PEMASANGAN A,IAN 3.2500 Kg (e)en Porland P""
p.
1,226.00
p.
0.2000 Pekerja
p.
85,000.00 p.
0.1000 Tukang Bau
p.
!1,000.00 p.
!,100.00
0.0100 Kepala Tukang
p.
150,000.00 p.
1,500.00
0.0100 Mandor
p.
110,000.00 p. p.
3,!84.50
1#,000.00
1,100.00 28,#00.00 p.
3,!84.50 p.
32,684.50
*Cer+ead 10
p.
3,268.45
Du)la+
p.
35,!52.!5
i'ulakan
p.
'$%#$2.00
I PEKERJAAN KA3U
1
A.&..1.1. 1 M' PEMBUATAN DAN PEMASANGAN KUSEN PINTU DAN JENDELA% KA3U KLAS I 1.1000 M3 Balok Kayu Kla%
p.
3,514,000.00
p.
3,865,400.00
1.2500 Kg Paku 10 )
p.
15,000.00
p.
18,#50.00
1.0000 Kg $e) Kayu
p.
18,000.00
p.
18,000.00
Daftar Anali"a Harga Satuan #eker$aan %&n"truk"i Jarak Dekat %a'upaten S&l&k Tahun 2018
Hal. 1( dari 127
No
U RAIAN
a
b #.0000 Pekerja
H. SATUAN
UPAH
BAHAN
JUMLAH
c
!
"
p.
21.0000 Tukang Kayu
85,000.00 p.
5!5,000.00
p.
86,000.00 p.
1,806,000.00
2.1000 Kepala Tukang
p.
150,000.00 p.
315,000.00
0.3500 Mandor
p.
110,000.00 p. p.
38,500.00 2,#54,500.00 p.
3,!02,150.00 p.
6,656,650.00
p.
665,665.00
*Cer+ead 10
2
Du)la+
p.
i'ulakan
p.
1.2000 M3 Balok Kayu Kla%
p.
2,!20,000.00
p.
1.2500 Kg Paku 10 )
p.
15,000.00
p.
18,#50.00
1.0000 Kg $e) Kayu
p.
18,000.00
p.
18,000.00
6.0000 Pekerja
p.
85,000.00 p.
510,000.00
p.
86,000.00 p.
1,548,000.00
1.8000 Kepala Tukang
p.
150,000.00 p.
2#0,000.00
0.3000 Mandor
p.
110,000.00 p. p.
33,000.00 2,361,000.00 p.
3,540,#50.00 p.
5,!01,#50.00
p.
5!0,1#5.00
Du)la+
p.
i'ulakan
p.
0.0400 M3 Papan Kayu Kla%
p.
3,028,000.00
p.
121,120.00
0.0500 Kg Paku 5 # )
p.
15,000.00
p.
#50.00
0.3500 Pekerja
p.
85,000.00 p.
1.0500 Tukang Kayu
p.
86,000.00 p.
!0,300.00
0.1050 Kepala Tukang
p.
150,000.00 p.
15,#50.00
0.0180 Mandor
p.
110,000.00 p.
1,!80.00
%%#2$.00
2!,#50.00
13#,#80.00 p.
121,8#0.00 p.
25!,650.00
*Cer+ead 10
p.
25,!65.00
Du)la+
p.
285,615.00
i'ulakan
p.
28$%1$.00
A.&..1.&. 1 M2 PEMBUATAN DAN PEMASANGAN PINTU KLAMP SEDERHANA% KA3U KLAS III 0.0400 M3 Papan Kayu Kla%
p.
2,#03,000.00
p.
108,120.00
0.0500 Kg Paku 5 # )
p.
15,000.00
p.
#50.00
0.3500 Pekerja
p.
85,000.00 p.
2!,#50.00
1.0500 Tukang Kayu
p.
86,000.00 p.
!0,300.00
0.1050 Kepala Tukang
p.
150,000.00 p.
15,#50.00
0.0180 Mandor
p.
110,000.00 p. p.
1,!80.00 13#,#80.00 p.
108,8#0.00 p.
246,650.00
*Cer+ead 10
p.
24,665.00
Du)la+
p.
2#1,315.00
i'ulakan
p.
271%'1$.00
A.&..1.$. 1 M2 PEMBUATAN DAN PEMASANGAN DAUN PINTU PANEL KA3U KLAS I 0.0400 M3 Papan Kayu Kla%
p.
3,#85,000.00
p.
151,400.00
0.5000 Kg $e) Kayu
p.
18,000.00
p.
!,000.00
1.0000 Pekerja
p.
85,000.00 p.
85,000.00
3.0000 Tukang Kayu
p.
86,000.00 p.
258,000.00
0.3000 Kepala Tukang
p.
150,000.00 p.
45,000.00
0.0500 Mandor
p.
110,000.00 p. p.
5,500.00 3!3,500.00 p.
160,400.00 p.
553,!00.00
p.
55,3!0.00
*Cer+ead 10
6
6,4!1,!25.00
A.&..1.'. 1 M2 PEMBUATAN DAN PEMASANGAN PINTU KLAMP STANDAR% KA3U KLAS II
p.
5
7%'22%'1$.00
3,504,000.00
*Cer+ead 10
4
#,322,315.00
A.&..1.2 1 M' PEMBUATAN DAN PEMASANGAN KUSEN PINTU DAN JENDELA% KA3U KLAS II
18.0000 Tukang Kayu
3
Du)la+
p.
i'ulakan
p.
60!,2!0.00
0#%2#0.00
A.&..1.$. 1 M2 PEMBUATAN DAN PEMASANGAN DAUN PINTU PANEL KA3U KLAS II 0.0400 M3 Papan Kayu Kla%
p.
3,028,000.00
p.
121,120.00
0.5000 Kg $e) Kayu
p.
18,000.00
p.
!,000.00
1.0000 Pekerja
p.
85,000.00 p.
85,000.00
3.0000 Tukang Kayu
p.
86,000.00 p.
258,000.00
0.3000 Kepala Tukang
p.
150,000.00 p.
45,000.00
0.0500 Mandor
p.
110,000.00 p. p.
Daftar Anali"a Harga Satuan #eker$aan %&n"truk"i Jarak Dekat %a'upaten S&l&k Tahun 2018
5,500.00 3!3,500.00 p.
130,120.00 p.
523,620.00
Hal. 20 dari 127
No
U RAIAN
a
b
H. SATUAN
UPAH
BAHAN
c
!
JUMLAH "
*Cer+ead 10 Du)la+ i'ulakan
#
0.0240 M3 Papan Kayu Kla%
p.
3,#85,000.00
p.
!0,840.00
0.3000 Kg $e) Kayu
p.
18,000.00
p.
5,400.00
0.8000 Pekerja
p.
85,000.00 p.
68,000.00
2.4000 Tukang Kayu
p.
86,000.00 p.
206,400.00
0.2400 Kepala Tukang
p.
150,000.00 p.
36,000.00
0.0400 Mandor
p.
110,000.00 p.
p.
5#5,!82.00
p.
$7$%#82.00
4,400.00 314,800.00 p.
!6,240.00 p.
411,040.00
*Cer+ead 10
p.
41,104.00
Du)la+
p.
452,144.00
p.
&$2%1&&.00
i'ulakan
A.&..1.. 1 M2 PEMBUATAN DAN PEMASANGAN PINTU 4 JENDELA KA,A% KA3U KLAS II 0.0240 M3 Papan Kayu Kla%
p.
3,028,000.00
p.
#2,6#2.00
0.3000 Kg $e) Kayu
p.
18,000.00
p.
5,400.00
0.8000 Pekerja
p.
85,000.00 p.
68,000.00
2.4000 Tukang Kayu
p.
86,000.00 p.
206,400.00
0.2400 Kepala Tukang
p.
150,000.00 p.
36,000.00
0.0400 Mandor
p.
110,000.00 p. p.
4,400.00 314,800.00 p.
#8,0#2.00 p.
3!2,8#2.00
p.
3!,28#.20
p.
432,15!.20
p.
&'2%1$#.00
*Cer+ead 10 Du)la+ i'ulakan
!
52,362.00
A.&..1.. 1 M2 PEMBUATAN DAN PEMASANGAN PINTU 4 JENDELA KA,A% KA3U KLAS I
p.
8
p.
A.&..1.7. 1 M2 PEMBUATAN DAN PEMASANGAN PINTU 4 JENDELA JALUSI KA3U KLAS I 0.0640 M3 Papan Kayu Kla%
p.
3,#85,000.00
p.
242,240.00
0.5000 Kg $e) Kayu
p.
18,000.00
p.
!,000.00
1.0000 Pekerja
p.
85,000.00 p.
85,000.00
3.0000 Tukang Kayu
p.
86,000.00 p.
258,000.00
0.3000 Kepala Tukang
p.
150,000.00 p.
45,000.00
0.0500 Mandor
p.
110,000.00 p.
5,500.00
p.
3!3,500.00 p.
251,240.00 p.
644,#40.00
*Cer+ead 10
p.
64,4#4.00
Du)la+
p.
#0!,214.00
p.
70#%21&.00
i'ulakan
10 A.&..1.7. 1 M2 PEMBUATAN DAN PEMASANGAN PINTU 4 JENDELA JALUSI KA3U KLAS II 0.0640 M3 Papan Kayu Kla%
p.
3,028,000.00
p.
1!3,#!2.00
0.5000 Kg $e) Kayu
p.
18,000.00
p.
!,000.00
1.0000 Pekerja
p.
85,000.00 p.
85,000.00
3.0000 Tukang Kayu
p.
86,000.00 p.
258,000.00
0.3000 Kepala Tukang
p.
150,000.00 p.
45,000.00
0.0500 Mandor
p.
110,000.00 p. p.
5,500.00 3!3,500.00 p.
202,#!2.00 p.
5!6,2!2.00
*Cer+ead 10
p.
5!,62!.20
Du)la+
p.
655,!21.20
p.
$$%#21.00
i'ulakan
11 A.&..1.8. 1 M2 PEMBUATAN DAUN PINTU KA3U LAPIS (PL3+D) RANGKAP% RANGKA TERTUTUP KA3U KLAS II (LEBAR SAMPAI #0 ,M) 0.0250 M3 Papan Kayu Kla%
p.
3,028,000.00
p.
#5,#00.00
0.0300 Kg Paku 1 ) 2,5 )
p.
15,000.00
p.
450.00
0.5000 Kg $e) Kayu
p.
18,000.00
p.
!,000.00
1.0000 $'r Ply9ood e'al 4 )) -kuran !0?220 )
p.
84,000.00
p.
84,000.00
0.#000 Pekerja
p.
85,000.00 p.
5!,500.00
2.1000 Tukang Kayu
p.
86,000.00 p.
180,600.00
0.2100 Kepala Tukang
p.
150,000.00 p.
31,500.00
0.0350 Mandor
p.
110,000.00 p. p.
*Cer+ead 10 Du)la+ i'ulakan
Daftar Anali"a Harga Satuan #eker$aan %&n"truk"i Jarak Dekat %a'upaten S&l&k Tahun 2018
3,850.00 2#5,450.00 p.
16!,150.00 p.
444,600.00
p.
44,460.00
p.
48!,060.00
p.
&8#%00.00
Hal. 21 dari 127
No
U RAIAN
H. SATUAN
UPAH
BAHAN
JUMLAH
a
b
c
!
"
12 A.&..1.#. 1 M2 PEMBUATAN PINTU PL3+D RANGKAP% RANGKA EPSE KA3U KLAS I 0.0256 M3 Papan Kayu Kla%
p.
3,#85,000.00
p.
0.0300 Kg Paku 1 ) 2,5 )
p.
15,000.00
p.
450.00
0.5000 Kg $e) Kayu
p.
18,000.00
p.
!,000.00
1.0000 $'r Ply9ood e'al 4 )) -kuran !0?220 )
p.
84,000.00
p.
84,000.00
0.8000 Pekerja
p.
85,000.00 p.
68,000.00
2.4000 Tukang Kayu
p.
86,000.00 p.
206,400.00
0.2400 Kepala Tukang
p.
150,000.00 p.
36,000.00
0.0400 Mandor
p.
110,000.00 p. p.
!6,8!6.00
4,400.00 314,800.00 p.
1!0,346.00 p.
505,146.00
*Cer+ead 10
p.
50,514.60
Du)la+
p.
555,660.60
i'ulakan
p.
$$$%0.00
13 A.&..1.#. 1 M2 PEMBUATAN PINTU PL3+D RANGKAP% RANGKA EPSE KA3U KLAS II 0.0256 M3 Papan Kayu Kla%
p.
3,028,000.00
p.
##,516.80
0.0300 Kg Paku 1 ) 2,5 )
p.
15,000.00
p.
450.00
0.5000 Kg $e) Kayu
p.
18,000.00
p.
!,000.00
1.0000 $'r Ply9ood e'al 4 )) -kuran !0?220 )
p.
84,000.00
p.
84,000.00
0.8000 Pekerja
p.
85,000.00 p.
68,000.00
2.4000 Tukang Kayu
p.
86,000.00 p.
206,400.00
0.2400 Kepala Tukang
p.
150,000.00 p.
36,000.00
0.0400 Mandor
p.
110,000.00 p. p.
4,400.00 314,800.00 p.
1#0,!66.80 p.
485,#66.80
*Cer+ead 10
p.
48,5#6.68
Du)la+
p.
534,343.48
i'ulakan
p.
$'&%'&'.00
14 A.&..1.10. 1 M2 PEMASANGAN JALUSI KUSEN% KA3U KLAS I 0.0600 M3 Papan Kayu Kla%
p.
3,#85,000.00
p.
22#,100.00
0.1500 Kg Paku Bia%a 1/2@ 1@
p.
15,000.00
p.
2,250.00
0.6#00 Pekerja
p.
85,000.00 p.
56,!50.00
2.0000 Tukang Kayu
p.
86,000.00 p.
1#2,000.00
0.2000 Kepala Tukang
p.
150,000.00 p.
30,000.00
0.3350 Mandor
p.
110,000.00 p.
36,850.00
p.
2!5,800.00 p.
22!,350.00 p.
525,150.00
*Cer+ead 10
p.
52,515.00
Du)la+
p.
5##,665.00
i'ulakan
p.
$77%$.00
15 A.&..1.10. 1 M2 PEMASANGAN JALUSI KUSEN% KA3U KLAS II 0.0600 M3 Papan Kayu Kla%
p.
3,028,000.00
p.
181,680.00
0.1500 Kg Paku Bia%a 1/2@ 1@
p.
15,000.00
p.
2,250.00
0.6#00 Pekerja
p.
85,000.00 p.
56,!50.00
2.0000 Tukang Kayu
p.
86,000.00 p.
1#2,000.00
0.2000 Kepala Tukang
p.
150,000.00 p.
30,000.00
0.3350 Mandor
p.
110,000.00 p. p.
36,850.00 2!5,800.00 p.
183,!30.00 p.
4#!,#30.00
*Cer+ead 10
p.
4#,!#3.00
Du)la+
p.
52#,#03.00
i'ulakan
p.
$27%70'.00
16 A.&..1.11. 1 M2 PEMASANGAN TEAK+ D RANGKAP% RANGKA EPSE KA3U KLAS I 0.0250 M3 Papan Kayu Kla%
p.
3,#85,000.00
p.
!4,625.00
0.0300 Kg Paku 1 ) 2,5 )
p.
15,000.00
p.
450.00
0.3000 Kg $e) Kayu
p.
18,000.00
p.
5,400.00
1.0000 $'r Teak9ood e'al 4 )) -kuran !0?220 )
p.
!0,000.00
p.
!0,000.00
0.8000 Pekerja
p.
85,000.00 p.
68,000.00
2.4000 Tukang Kayu
p.
86,000.00 p.
206,400.00
0.2400 Kepala Tukang
p.
150,000.00 p.
36,000.00
0.0400 Mandor
p.
110,000.00 p.
4,400.00
p. *Cer+ead 10
Daftar Anali"a Harga Satuan #eker$aan %&n"truk"i Jarak Dekat %a'upaten S&l&k Tahun 2018
314,800.00 p.
1!0,4#5.00 p.
505,2#5.00
p.
50,52#.50
Hal. 22 dari 127
No
U RAIAN
a
b
H. SATUAN
UPAH
BAHAN
c
!
JUMLAH "
Du)la+ i'ulakan
p.
555,802.50
p.
$$$%802.00
1# A.&..1.12. 1 M2 PEMASANGAN TEAK+D RANGKAP LAPIS FRMIKA% RANGKA EPSE KA3U KLAS II 0.0250 M3 Papan Kayu Kla%
p.
3 ,028,000.00
p.
#5,#00.00
0.0300 Kg Paku 1 ) 2,5 )
p.
15,000.00
p.
450.00
0.8000 Kg $e) Kayu
p.
18,000.00
p.
14,400.00
1.0000 $'r Teak9ood e'al 4 )) -kuran !0?220 )
p.
!0,000.00
p.
!0,000.00
0.5000 $'r 7or)ika
p.
105,000.00
p.
52,500.00
0.8500 Pekerja
p.
85,000.00 p.
#2,250.00
2.5500 Tukang Kayu
p.
86,000.00 p.
21!,300.00
0.2550 Kepala Tukang
p.
150,000.00 p.
38,250.00
0.0430 Mandor
p.
110,000.00 p. p.
4,#30.00 334,530.00 p.
233,050.00 p.
56#,580.00
*Cer+ead 10
p.
56,#58.00
Du)la+
p.
624,338.00
p.
2&%''8.00
i'ulakan
18 A.&..1.1'. 1 M' PEMASANGAN KNSTRUKSI KUDA5KUDA KNENSINAL% KA3U KLAS I BENTANG METER 1.1000 M3 Balok Kayu Kla%
p.
3,514,000.00
p.
3,865,400.00
p.
15,862.00
p.
23#,!30.00
5.6000 Kg Paku 12 )
p.
15,000.00
p.
84,000.00
4.0000 Pekerja
p.
85,000.00 p.
340,000.00
p.
86,000.00 p.
1,032,000.00
1.2000 Kepala Tukang
p.
150,000.00 p.
180,000.00
0.2000 Mandor
p.
110,000.00 p.
15.0000 Kg Be%i (rip e'al 5 ))
12.0000 Tukang Kayu
p.
22,000.00 1,5#4,000.00 p.
4,18#,330.00 p.
5,#61,330.00
*Cer+ead 10
p.
5#6,133.00
Du)la+
p.
6,33#,463.00
p.
%''7%&'.00
i'ulakan
1! A.&..1.1'. 1 M' PEMASANGAN KNSTRUKSI KUDA5KUDA KNENSINAL% KA3U KLAS II BENTANG METER 1.1000 M3 Balok Kayu Kla%
p.
2,!20,000.00
p.
3,212,000.00
15.0000 Kg Be%i (rip e'al 5 ))
p.
15,862.00
p.
23#,!30.00
5.6000 Kg Paku 12 )
p.
15,000.00
p.
84,000.00
4.0000 Pekerja
p.
85,000.00 p.
340,000.00
p.
86,000.00 p.
1,032,000.00
1.2000 Kepala Tukang
p.
150,000.00 p.
180,000.00
0.2000 Mandor
p.
110,000.00 p.
12.0000 Tukang Kayu
p.
22,000.00 1,5#4,000.00 p.
3,533,!30.00 p.
5,10#,!30.00
*Cer+ead 10
p.
510,#!3.00
Du)la+
p.
5,618,#23.00
p.
$%18%72'.00
i'ulakan
20 A.&..1.1&. 1 M' PEMASANGAN KNSTRUKSI KUDA5KUDA EPSE% KA3U KLAS I 1.2000 M3 Balok Kayu Kla%
p.
3,514,000.00
p.
4,216,800.00
p.
15,862.00
p.
23#,!30.00
5.6000 Kg Paku 12 )
p.
15,000.00
p.
84,000.00
6.#000 Pekerja
p.
85,000.00 p.
56!,500.00
p.
86,000.00 p.
1,#28,600.00
2.0100 Kepala Tukang
p.
150,000.00 p.
301,500.00
0.3350 Mandor
p.
110,000.00 p.
15.0000 Kg Be%i (rip e'al 5 ))
20.1000 Tukang Kayu
p.
36,850.00 2,636,450.00 p.
4,538,#30.00 p.
#,1#5,180.00
*Cer+ead 10
p.
#1#,518.00
Du)la+
p.
#,8!2,6!8.00
p.
7%8#2%#8.00
i'ulakan
21 A.&..1.1&. 1 M' PEMASANGAN KNSTRUKSI KUDA5KUDA EPSE% KA3U KLAS II 1.2000 M3 Balok Kayu Kla%
p.
2,!20,000.00
p.
3,504,000.00
15.0000 Kg Be%i (rip e'al 5 ))
p.
15,862.00
p.
23#,!30.00
5.6000 Kg Paku 12 )
p.
15,000.00
p.
84,000.00
6.#000 Pekerja
p.
85,000.00 p.
56!,500.00
p.
86,000.00 p.
1,#28,600.00
2.0100 Kepala Tukang
p.
150,000.00 p.
301,500.00
0.3350 Mandor
p.
110,000.00 p.
36,850.00
20.1000 Tukang Kayu
p.
Daftar Anali"a Harga Satuan #eker$aan %&n"truk"i Jarak Dekat %a'upaten S&l&k Tahun 2018
2,636,450.00 p.
3,825,!30.00 p.
6,462,380.00
Hal. 23 dari 127
No
U RAIAN
a
b
H. SATUAN
UPAH
BAHAN
c
!
JUMLAH "
*Cer+ead 10 Du)la+ i'ulakan
p.
646,238.00
p.
#,108,618.00
p.
7%108%18.00
22 A.&..1.1$. 1 M' PEMASANGAN KNSTRUKSI GRDENG% KA3U KLAS II 1.1000 M3 Balok Kayu Kla%
p.
2,!20,000.00
p.
3,212,000.00
15.0000 Kg Be%i (rip e'al 5 ))
p.
15,862.00
p.
23#,!30.00
3.0000 Kg Paku 12 )
p.
15,000.00
p.
45,000.00
6.#000 Pekerja
p.
85,000.00 p.
56!,500.00
20.1000 Tukang Kayu
p.
86,000.00 p.
1,#28,600.00
2.0100 Kepala Tukang
p.
150,000.00 p.
301,500.00
0.3350 Mandor
p.
110,000.00 p.
36,850.00
p.
2,636,450.00 p.
3,4!4,!30.00 p.
6,131,380.00
*Cer+ead 10
p.
613,138.00
Du)la+
p.
6,#44,518.00
p.
%7&&%$18.00
i'ulakan
23 A.&..1.1. 1 M2 PEMASANGAN RANGKA ATAP GENTENG KERAM IK% KA3U KLAS II 0.0140 M3 Ka%oKa%o 5?# )
p.
2,!20,000.00
p.
40,880.00
0.0360 M3 eng 2?3 )
p.
0.2500 Kg Paku 5 ) dan 10 )
p.
2,!20,000.00
p.
105,120.00
15,000.00
p.
3,#50.00
0.1000 Pekerja
p.
85,000.00 p.
8,500.00
0.1000 Tukang Kayu
p.
86,000.00 p.
8,600.00
0.0100 Kepala Tukang
p.
150,000.00 p.
1,500.00
0.0050 Mandor
p.
110,000.00 p.
550.00
p.
1!,150.00 p.
14!,#50.00 p.
168,!00.00
*Cer+ead 10
p.
16,8!0.00
Du)la+
p.
185,#!0.00
p.
18$%7#0.00
i'ulakan
24 A.&..1.17. 1 M2 PEMASANGAN RANGKA ATAP GENTENG BETN% KA3U KLAS II 0.0140 M3 Ka%oKa%o 5?# )
p.
2,!20,000.00
p.
40,880.00
0.05#0 M3 eng 3?4 )
p.
0.2500 Kg Paku 5 ) dan 10 )
p.
2,!20,000.00
p.
166,440.00
15,000.00
p.
3,#50.00
0.1000 Pekerja
p.
85,000.00 p.
8,500.00
0.1000 Tukang Kayu
p.
86,000.00 p.
8,600.00
0.0100 Kepala Tukang
p.
150,000.00 p.
1,500.00
0.0050 Mandor
p.
110,000.00 p.
550.00
p.
1!,150.00 p.
211,0#0.00 p.
230,220.00
*Cer+ead 10
p.
23,022.00
Du)la+
p.
253,242.00
p.
2$'%2&2.00
i'ulakan
25 A.&..1.18. 1 M2 PEMASANGAN RANGKA ATAP SIRAP% KA3U KLAS II 0.0140 M3 Kayu Kla%
p.
2,!20,000.00
p.
40,880.00
0.05#0 Kg Paku 5 ) 10 )
p.
15,000.00
p.
855.00
0.1200 Pekerja
p.
85,000.00 p.
10,200.00
0.1200 Tukang Kayu
p.
86,000.00 p.
10,320.00
0.0120 Kepala Tukang
p.
150,000.00 p.
1,800.00
0.0060 Mandor
p.
110,000.00 p. p.
660.00 22,!80.00 p.
41,#35.00 p.
64,#15.00
*Cer+ead 10
p.
6,4#1.50
Du)la+
p.
#1,186.50
p.
71%18.00
i'ulakan
26 1 M2 PEMASANGAN RANGKA LANGIT5LANGIT (0120) ,M% KA3U KLAS II 0.0131 M3 Ka%oKa%o 5?# )
p.
2,!20,000.00
p.
38,252.00
0.1#50 Kg Paku # ) 10 )
p.
15,000.00
p.
2,625.00
0.1500 Pekerja
p.
85,000.00 p.
12,#50.00
0.3000 Tukang Kayu
p.
86,000.00 p.
25,800.00
0.0300 Kepala Tukang
p.
150,000.00 p.
4,500.00
0.0#50 Mandor
p.
110,000.00 p. p.
*Cer+ead 10 Du)la+ i'ulakan
Daftar Anali"a Harga Satuan #eker$aan %&n"truk"i Jarak Dekat %a'upaten S&l&k Tahun 2018
8,250.00 51,300.00 p.
40,8##.00 p.
!2,1##.00
p.
!,21#.#0
p.
101,3!4.#0
p.
101%'#&.00
Hal. 24 dari 127
No
U RAIAN
H. SATUAN
UPAH
BAHAN
JUMLAH
a
b
c
!
"
2# A.&..1.1#. 1 M2 PEMASANGAN RANGKA LANGIT5LANGIT ($0100) ,M% KA3U KLAS II 0.0154 M3 Ka%oKa%o 5?# )
p.
2,!20,000.00
p.
44,!68.00
0.2000 Kg Paku # ) 10 )
p.
15,000.00
p.
3,000.00
0.1500 Pekerja
p.
85,000.00 p.
12,#50.00
0.3000 Tukang Kayu
p.
86,000.00 p.
25,800.00
0.0300 Kepala Tukang
p.
150,000.00 p.
4,500.00
0.0#50 Mandor
p.
110,000.00 p. p.
8,250.00 51,300.00 p.
4#,!68.00 p.
!!,268.00
*Cer+ead 10
p.
!,!26.80
Du)la+
p.
10!,1!4.80
p.
10#%1#&.00
i'ulakan
28 A.&..1.20. 1 M2 PEMASANGAN RANGKA LANGIT5LANGIT (060) ,M% KA3U KLAS II 0.0163 M3 Ka%oKa%o 5?# )
p.
2,!20,000.00
p.
4#,5!6.00
0.2500 Kg Paku # ) 10 )
p.
15,000.00
p.
3,#50.00
0.2000 Pekerja
p.
85,000.00 p.
1#,000.00
0.3000 Tukang Kayu
p.
86,000.00 p.
25,800.00
0.0300 Kepala Tukang
p.
150,000.00 p.
4,500.00
0.0100 Mandor
p.
110,000.00 p. p.
1,100.00 48,400.00 p.
51,346.00 p.
!!,#46.00
p.
!,!#4.60
p.
10!,#20.60
p.
10#%720.00
*Cer+ead 10 Du)la+ i'ulakan
2! A.&..1.21. 1 M PEMASANGAN LISTPLANK UKURAN ('620) ,M% KA3U KLAS II 0.0108 M3 Papan Kayu Kla%
p.
3,028,000.00
p.
32,#02.40
0.1000 Kg Paku 5 ) dan # )
p.
15,000.00
p.
1,500.00
0.1000 Pekerja
p.
85,000.00 p.
8,500.00
0.2000 Tukang Kayu
p.
86,000.00 p.
1#,200.00
0.0200 Kepala Tukang
p.
150,000.00 p.
3,000.00
0.0050 Mandor
p.
110,000.00 p. p.
550.00 2!,250.00 p.
34,202.40 p.
63,452.40
*Cer+ead 10
p.
6,345.24
Du)la+
p.
6!,#!#.64
p.
#%7#7.00
i'ulakan
30 A.&..1.22. 1 M PEMASANGAN LISTPLANK UKURAN ('6'0) ,M% KA3U KLAS II 0.0110 M3 Papan Kayu Kla%
p.
3,028,000.00
p.
33,308.00
0.0500 Kg Paku 5 ) dan # )
p.
15,000.00
p.
#50.00
0.1000 Pekerja
p.
85,000.00 p.
8,500.00
0.2000 Tukang Kayu
p.
86,000.00 p.
1#,200.00
0.0200 Kepala Tukang
p.
150,000.00 p.
3,000.00
0.0050 Mandor
p.
110,000.00 p.
550.00
p.
2!,250.00 p.
34,058.00 p.
63,308.00
*Cer+ead 10
p.
6,330.80
Du)la+
p.
6!,638.80
p.
#%'8.00
i'ulakan
31 A.&..1.2'. 1 M2 PEMASANGAN RANGKA DINDING PEMISAH (06120) ,M% KA3U KLAS II 0.0280 M3 Balok Kayu Kla%
p.
2,!20,000.00
p.
81,#60.00
0.1500 Kg Paku 5 ) dan # )
p.
15,000.00
p.
2,250.00
0.1500 Pekerja
p.
85,000.00 p.
12,#50.00
0.4500 Tukang Kayu
p.
86,000.00 p.
38,#00.00
0.0450 Kepala Tukang
p.
150,000.00 p.
6,#50.00
0.0080 Mandor
p.
110,000.00 p. p.
880.00 5!,080.00 p.
84,010.00 p.
143,0!0.00
*Cer+ead 10
p.
14,30!.00
Du)la+
p.
15#,3!!.00
p.
1$7%'##.00
i'ulakan
32 1 M2 PEMASANGAN DINDING PEMISAH TEAK+D RANGKAP% RANGKA KA3U KLAS II 0.0280 M3 Balok Kayu -kuran 6?12 )
p.
2,!20,000.00
p.
81,#60.00
0.1500 Kg Paku 5 ) dan 10 )
p.
15,000.00
p.
2,250.00
0.5600 Kg $e) Kayu
p.
18,000.00
p.
10,080.00
0.8600 $'r Teak9ood e'al 4 )) -kuran 120?240 )
p.
!0,000.00
p.
##,400.00
Daftar Anali"a Harga Satuan #eker$aan %&n"truk"i Jarak Dekat %a'upaten S&l&k Tahun 2018
Hal. 2 dari 127
No
U RAIAN
H. SATUAN
UPAH
BAHAN
JUMLAH
a
b
c
!
"
0.1500 Pekerja
p.
85,000.00 p.
12,#50.00
0.4500 Tukang Kayu
p.
86,000.00 p.
38,#00.00
0.0450 Kepala Tukang
p.
150,000.00 p.
6,#50.00
0.0080 Mandor
p.
110,000.00 p. p.
880.00 5!,080.00 p.
1#1,4!0.00 p.
230,5#0.00
*Cer+ead 10
p.
23,05#.00
Du)la+
p.
253,62#.00
i'ulakan
p.
2$'%27.00
33 A.&..1.2$. 1 M2 PEMASANGAN DINDING PEMISAH PL3+D RANGKAP% RANGKA KA3U KLAS II 0.0280 M3 Balok Kayu -kuran 6?12 )
p.
2,!20,000.00
p.
81,#60.00
0.1500 Kg Paku 5 ) dan 10 )
p.
15,000.00
p.
2,250.00
0.5600 Kg $e) Kayu
p.
18,000.00
p.
10,080.00
0.8600 $'r Ply9ood e'al 4 )) -kuran 120?240 )
p.
84,000.00
p.
#2,240.00
0.2000 Pekerja
p.
85,000.00 p.
1#,000.00
0.6000 Tukang Kayu
p.
86,000.00 p.
51,600.00
0.0600 Kepala Tukang
p.
150,000.00 p.
!,000.00
0.0100 Mandor
p.
110,000.00 p.
1,100.00
p.
#8,#00.00 p.
166,330.00 p.
245,030.00
*Cer+ead 10
p.
24,503.00
Du)la+
p.
26!,533.00
i'ulakan
p.
2#%$''.00
34 A.&..1.2. 1 M2 PEMASANGAN DINDING LAMBRIIRING DARI PAPAN KA3U KLAS II 0.00#0 M3 Papan Kayu Kla%
p.
3,028,000.00
p.
21,1!6.00
0.1000 Kg Paku 5 ) dan 10 )
p.
15,000.00
p.
1,500.00
0.1500 Kg Paku Triplek
p.
1#,000.00
p.
2,550.00
0.6000 Pekerja
p.
85,000.00 p.
51,000.00
1.8000 Tukang Kayu
p.
86,000.00 p.
154,800.00
0.1800 Kepala Tukang
p.
150,000.00 p.
2#,000.00
0.0300 Mandor
p.
110,000.00 p.
3,300.00
p.
236,100.00 p.
25,246.00 p.
261,346.00
*Cer+ead 10
p.
26,134.60
Du)la+
p.
28#,480.60
i'ulakan
p.
287%&80.00
II PEKERJAAN BETN
1
A.&.1.1.1 1 M' MEMBUAT BETN MUTU "c* 7%& MPa (K 100)% SLUMP (12 9 2) ,M% +, 0%87 24#.0000 Kg (e)en Porland P""
p.
1,226.00
p.
0.620# M3 Pa%ir Beon
p.
150,000.00
p.
!3,10#.14
0.#400 M3 Kerikil Beon
p.
150,000.00
p.
111,000.00
p.
12.50
p.
2,68#.50
p.
85,000.00 p.
140,250.00
215.0000 $r &ir
1.6500 Pekerja 0.2#50 Tukang Bau
p.
!1,000.00 p.
25,025.00
0.0280 Kepala Tukang
p.
150,000.00 p.
4,200.00
0.0830 Mandor
p.
110,000.00 p. p.
2
302,822.00
!,130.00 1#8,605.00 p.
50!,616.64 p.
688,221.64
*Cer+ead 10
p.
68,822.16
Du)la+
p.
#5#,043.81
i'ulakan
p.
7$7%0&'.00
A.&.1.1.2 1 M' MEMBUAT BETN MUTU "c* #%8 MPa (K 12$)% SLUMP (12 9 2) ,M% +, 0%78 2#6.0000 Kg (e)en Porland P""
p.
1,226.00
p.
338,3#6.00
0.5!14 M3 Pa%ir Beon
p.
150,000.00
p.
88,#14.2!
0.#4!6 M3 Kerikil Beon
p.
150,000.00
p.
112,444.44
p.
12.50
p.
2,68#.50
1.6500 Pekerja
p.
85,000.00 p.
140,250.00
0.2#50 Tukang Bau
p.
!1,000.00 p.
25,025.00
0.0280 Kepala Tukang
p.
150,000.00 p.
4,200.00
0.0830 Mandor
p.
110,000.00 p.
!,130.00
215.0000 $r &ir
p.
1#8,605.00 p.
542,222.23 p.
#20,82#.23
*Cer+ead 10
p.
#2,082.#2
Du)la+
p.
#!2,!0!.!5
i'ulakan
p.
Daftar Anali"a Harga Satuan #eker$aan %&n"truk"i Jarak Dekat %a'upaten S&l&k Tahun 2018
7#2%#0#.00
Hal. 2! dari 127
No a 3
U RAIAN
H. SATUAN
UPAH
BAHAN
JUMLAH
b
c
!
"
2!!.0000 Kg (e)en Porland P""
p.
1,226.00
p.
3 66,5#4.00
0.5#0# M3 Pa%ir Beon
p.
150,000.00
p.
85,60#.14
0.#533 M3 Kerikil Beon
p.
150,000.00
p.
113,000.00
p.
12.50
p.
2,68#.50
1.6500 Pekerja
p.
85,000.00 p.
140,250.00
0.2#50 Tukang Bau
p.
!1,000.00 p.
25,025.00
0.0280 Kepala Tukang
p.
150,000.00 p.
4,200.00
0.0830 Mandor
p.
110,000.00 p.
!,130.00
215.0000 $r &ir
p.
1#8,605.00 p.
56#,868.64 p. p.
#4,64#.36
Du)la+
p.
821,121.01
p.
821%121.00
A.A.&.1.1.& 1 M' MEMBUAT LANTAI KERJA BETN MUTU "c* 7%& MPa (K 100)% SLUMP ('5) ,M% +, 0%87 230.0000 Kg (e)en Porland P""
p.
1,226.00
p.
2 81,!80.00
0.63#! M3 Pa%ir Beon
p.
150,000.00
p.
!5,6#8.5#
0.#60# M3 Kerikil Beon
p.
150,000.00
p.
114,111.11
p.
12.50
p.
2,500.00
1.2000 Pekerja
p.
85,000.00 p.
102,000.00
0.2000 Tukang Bau
p.
!1,000.00 p.
18,200.00
0.0200 Kepala Tukang
p.
150,000.00 p.
3,000.00
0.0600 Mandor
p.
110,000.00 p.
200.0000 $r &ir
p.
6,600.00 12!,800.00 p.
4!4,26!.68 p.
624,06!.68
p.
62,406.!#
p.
686,4#6.65
p.
8%&7.00
*Cer+ead 10 Du)la+ i'ulakan
5
A. A.&.1.1.$ 1 M' MEMBUAT BETN MUTU "c* 1&%$ MPa (K 17$)% SLUMP (12 9 2) ,M% +, 0% 326.0000 Kg (e)en Porland P""
p.
1,226.00
p.
0.542! M3 Pa%ir Beon
p.
150,000.00
p.
81,428.5#
0.#622 M3 Kerikil Beon
p.
150,000.00
p.
114,333.33
p.
12.50
p.
2,68#.50
1.6500 Pekerja
p.
85,000.00 p.
140,250.00
0.2#50 Tukang Bau
p.
!1,000.00 p.
25,025.00
0.0280 Kepala Tukang
p.
150,000.00 p.
4,200.00
0.0830 Mandor
p.
110,000.00 p.
215.0000 $r &ir
p.
3 !!,6#6.00
!,130.00 1#8,605.00 p.
5!8,125.40 p. p.
##,6#3.04
Du)la+
p.
854,403.45
p.
8$&%&0'.00
A.&.1.1. 1 M' MEMBUAT BETN MUTU "c* 1%# MPa (K 200)% SLUMP (12 9 2) ,M% +, 0%1 352.0000 Kg (e)en Porland P""
p.
1,226.00
p.
4 31,552.00
0.5221 M3 Pa%ir Beon
p.
150,000.00
p.
#8,321.43
0.#63# M3 Kerikil Beon
p.
150,000.00
p.
114,555.56
p.
12.50
p.
2,68#.50
p.
85,000.00 p.
140,250.00
215.0000 $r &ir
1.6500 Pekerja 0.2#50 Tukang Bau
p.
!1,000.00 p.
25,025.00
0.0280 Kepala Tukang
p.
150,000.00 p.
4,200.00
0.0830 Mandor
p.
110,000.00 p.
!,130.00
p.
1#8,605.00 p.
62#,116.48 p.
805,#21.48
*Cer+ead 10
p.
80,5#2.15
Du)la+
p.
886,2!3.63
p.
88%2#'.00
i'ulakan
#
##6,#30.40
*Cer+ead 10
i'ulakan
6
#46,4#3.64
*Cer+ead 10
i'ulakan
4
A.&.1.1.' 1 M' MEMBUAT BETN MUTU "c* 12%2 MPa (K 1$0)% SLUMP (12 9 2) ,M% +, 0%72
A.&.1.1.7. 1 M' MEMBUAT BETN MUTU "c* 1#%' MPa (K 22$)% SLUMP (12 9 2) ,M% +, 0%$8 3#1.0000 Kg (e)en Porland P""
p.
1,226.00
p.
4 54,846.00
0.4!86 M3 Pa%ir Beon
p.
150,000.00
p.
#4,#85.#1
0.##56 M3 Kerikil Beon
p.
150,000.00
p.
116,333.33
p.
12.50
p.
2,68#.50
1.6500 Pekerja
p.
85,000.00 p.
140,250.00
0.2#50 Tukang Bau
p.
!1,000.00 p.
25,025.00
0.0280 Kepala Tukang
p.
150,000.00 p.
4,200.00
0.0830 Mandor
p.
110,000.00 p.
!,130.00
215.0000 $r &ir
Daftar Anali"a Harga Satuan #eker$aan %&n"truk"i Jarak Dekat %a'upaten S&l&k Tahun 2018
Hal. 27 dari 127
No
U RAIAN
a
b 0.2500 Hari (e9a Molen
p.
H. SATUAN
UPAH
c
300,000.00
p. p.
1#8,605.00 p.
BAHAN
JUMLAH
!
"
#23,652.55 p.
!02,25#.55
p.
!0,225.#5
*Cer+ead 10
8
Du)la+
p.
i'ulakan
p.
!!2,483.30
##2%&8'.00
A.&.1.1.8. 1 M' MEMBUAT BETN MUTU "c* 21%7 MPa (K 2$0)% SLUMP (12 9 2) ,M% +, 0%$ 384.0000 Kg (e)en Porland P""
p.
1,226.00
p.
0.4!43 M3 Pa%ir Beon
p.
150,000.00
p.
#4,142.86
0.#6!6 M3 Kerikil Beon
p.
150,000.00
p.
115,444.44
p.
12.50
p.
2,68#.50
p.
85,000.00 p.
140,250.00
215.0000 $r &ir
1.6500 Pekerja 0.2#50 Tukang Bau
p.
!1,000.00 p.
25,025.00
0.0280 Kepala Tukang
p.
150,000.00 p.
4,200.00
0.0830 Mandor
p.
110,000.00 p.
!,130.00
0.2500 Hari (e9a Molen
p.
300,000.00
p. p.
1#8,605.00 p.
4#0,#84.00
#5,000.00 #38,058.80 p.
!16,663.80
p.
!1,666.38
*Cer+ead 10
!
#5,000.00
Du)la+
p.
i'ulakan
p.
1,008,330.18
1%008%''0.00
A.&.1.1.# 1 M' MEMBUAT BETN MUTU "c* 2&%0 MPa (K 27$)% SLUMP (12 9 2) ,M% +, 0%$' 406.0000 Kg (e)en Porland P""
p.
1,226.00
p.
0.4886 M3 Pa%ir Beon
p.
150,000.00
p.
#3,285.#1
0.#600 M3 Kerikil Beon
p.
150,000.00
p.
114,000.00
p.
12.50
p.
2,68#.50
1.6500 Pekerja
p.
85,000.00 p.
140,250.00
0.2#50 Tukang Bau
p.
!1,000.00 p.
25,025.00
0.0280 Kepala Tukang
p.
150,000.00 p.
4,200.00
0.0830 Mandor
p.
110,000.00 p.
!,130.00
0.2500 Hari (e9a Molen
p.
300,000.00
215.0000 $r &ir
p. p.
1#8,605.00 p.
4!#,#56.00
#5,000.00 #62,#2!.21 p.
!41,334.21
*Cer+ead 10
p.
!4,133.42
Du)la+
p.
1,035,46#.64
i'ulakan
p.
1%0'$%&7.00
10 A.&.1.1.10. 1 M' MEMBUAT BETN MUTU "c* 2%& MPa (K '00)% SLUMP (12 9 2) ,M% +, 0%$2 413.0000 Kg (e)en Porland P""
p.
1,226.00
p.
0.4864 M3 Pa%ir Beon
p.
150,000.00
p.
#2,!64.2!
0.#563 M3 Kerikil Beon
p.
150,000.00
p.
113,444.44
p.
12.50
p.
2,68#.50
1.6500 Pekerja
p.
85,000.00 p.
140,250.00
0.2#50 Tukang Bau
p.
!1,000.00 p.
25,025.00
0.0280 Kepala Tukang
p.
150,000.00 p.
4,200.00
0.0830 Mandor
p.
110,000.00 p.
!,130.00
0.2500 Hari (e9a Molen
p.
300,000.00
p.
#5,000.00
215.0000 $r &ir
p.
1#8,605.00 p.
506,338.00
##0,434.23 p.
!4!,03!.23
*Cer+ead 10
p.
!4,!03.!2
Du)la+
p.
1,043,!43.15
i'ulakan
p.
1%0&'%#&'.00
11 A.&.1.1.11. 1 M' MEMBUAT BETN MUTU "c* 28%8 MPa (K '2$)% SLUMP (12 9 2) ,M% +, 0% 43!.0000 Kg (e)en Porland P""
p.
1,226.00
p.
538,214.00
0.4#86 M3 Pa%ir Beon
p.
150,000.00
p.
#1,#85.#1
0.#452 M3 Kerikil Beon
p.
150,000.00
p.
111,###.#8
p.
12.50
p.
2,68#.50
2.1000 Pekerja
p.
85,000.00 p.
1#8,500.00
0.3500 Tukang Bau
p.
!1,000.00 p.
31,850.00
0.0350 Kepala Tukang
p.
150,000.00 p.
5,250.00
0.1050 Mandor
p.
110,000.00 p.
11,550.00
0.2500 Hari (e9a Molen
p.
300,000.00
p.
#5,000.00
215.0000 $r &ir
p. *Cer+ead 10
Daftar Anali"a Harga Satuan #eker$aan %&n"truk"i Jarak Dekat %a'upaten S&l&k Tahun 2018
22#,150.00 p.
#!!,464.!! p.
1,026,614.!!
p.
102,661.50
Hal. 28 dari 127
No
U RAIAN
a
b
H. SATUAN
UPAH
BAHAN
c
!
JUMLAH "
Du)la+ i'ulakan
p.
1,12!,2#6.4!
p.
1%12#%27.00
12 A.&.1.1.12. 1 M' MEMBUAT BETN MUTU "c* '1%2 MPa (K '$0)% SLUMP (12 9 2) ,M% +, 0%&8 448.0000 Kg (e)en Porland P""
p.
1,226.00
p.
54!,248.00
0.4#64 M3 Pa%ir Beon
p.
150,000.00
p.
#1,464.2!
0.#40# M3 Kerikil Beon
p.
150,000.00
p.
111,111.11
p.
12.50
p.
2,68#.50
p.
85,000.00 p.
1#8,500.00 31,850.00
215.0000 $r &ir
2.1000 Pekerja 0.3500 Tukang Bau
p.
!1,000.00 p.
0.0350 Kepala Tukang
p.
150,000.00 p.
5,250.00
0.1050 Mandor
p.
110,000.00 p.
11,550.00
0.2500 Hari (e9a Molen
p.
300,000.00
p. p.
22#,150.00 p.
#5,000.00 80!,510.!0 p.
1,036,660.!0
p.
103,666.0!
p.
1,140,326.!!
p.
1%1&0%'2.00
*Cer+ead 10 Du)la+ i'ulakan
13 A.&.1.1.7. 1 M' MEMBUAT BETN MUTU "c* 1#%' MPa (K 22$)% SLUMP (12 9 2) ,M% +, 0%$8 ( S:o;! ,<=>?!< ) 3#1.0000 Kg (e)en Porland P""
p.
1,226.00
p.
0.4!86 M3 Pa%ir Beon
p.
150,000.00
p.
#4,#85.#1
0.##56 M3 Kerikil Beon (one "rui%er
p.
228,000.00
p.
1#6,826.6#
p.
12.50
p.
2,68#.50
p.
85,000.00 p.
140,250.00
215.0000 $r &ir
1.6500 Pekerja 0.2#50 Tukang Bau
p.
!1,000.00 p.
25,025.00
0.0280 Kepala Tukang
p.
150,000.00 p.
4,200.00
0.0830 Mandor
p.
110,000.00 p.
!,130.00
0.2500 Hari (e9a Molen
p.
300,000.00
p. p.
1#8,605.00 p.
454,846.00
#5,000.00 #84,145.88 p.
!62,#50.88
p.
!6,2#5.0!
p.
1,05!,025.!#
p.
1%0$#%02$.00
*Cer+ead 10 Du)la+ i'ulakan
14 A.&.1.1.8. 1 M' MEMBUAT BETN MUTU "c* 21%7 MPa (K 2$0)% SLUMP (12 9 2) ,M% +, 0%$ ( S:o;! ,<=>?!< ) 384.0000 Kg (e)en Porland P""
p.
1,226.00
p.
0.4!43 M3 Pa%ir Beon
p.
150,000.00
p.
#4,142.86
0.#6!6 M3 Kerikil Beon (one "rui%er
p.
228,000.00
p.
1#5,4#5.56
p.
12.50
p.
2,68#.50
1.6500 Pekerja
p.
85,000.00 p.
140,250.00
0.2#50 Tukang Bau
p.
!1,000.00 p.
25,025.00
0.0280 Kepala Tukang
p.
150,000.00 p.
4,200.00
0.0830 Mandor
p.
110,000.00 p.
!,130.00
0.2500 Hari (e9a Molen
p.
300,000.00
215.0000 $r &ir
p. p.
1#8,605.00 p.
4#0,#84.00
#5,000.00 #!8,08!.!1 p.
!#6,6!4.!1
*Cer+ead 10
p.
!#,66!.4!
Du)la+
p.
1,0#4,364.40
p.
1%07&%'&.00
i'ulakan
15 1 M' MENGGUNAKAN READ3 MIED K522$ 1.0200 M3 "a)puran Beon eady Mi?ed K225
p.
1,080,000.00
p.
1.0000 Pekerja
p.
85,000.00 p.
85,000.00
0.2500 Tukang Bau
p.
!1,000.00 p.
22,#50.00
0.0250 Kepala Tukang
p.
150,000.00 p.
3,#50.00
0.1000 Mandor
p.
110,000.00 p.
11,000.00
p.
122,500.00 p.
1,101,600.00
1,101,600.00 p.
1,224,100.00
*Cer+ead 10
p.
122,410.00
Du)la+
p.
1,346,510.00
p.
1%'&%$10.00
i'ulakan
16 1 M' MENGGUNAKAN READ3 MIED K52$0 1.0200 M3 "a)puran Beon eady Mi?ed K250
p.
1.0000 Pekerja
p.
85,000.00 p.
85,000.00
0.2500 Tukang Bau
p.
!1,000.00 p.
22,#50.00
Daftar Anali"a Harga Satuan #eker$aan %&n"truk"i Jarak Dekat %a'upaten S&l&k Tahun 2018
1,125,000.00
p.
1,14#,500.00
Hal. 2( dari 127
No
U RAIAN
a
b
H. SATUAN
UPAH
c
0.0250 Kepala Tukang
p.
150,000.00 p.
0.1000 Mandor
p.
110,000.00 p. p.
BAHAN
JUMLAH
!
"
1,14#,500.00 p.
1,2#0,000.00
3,#50.00 11,000.00 122,500.00 p.
*Cer+ead 10
p.
12#,000.00
Du)la+
p.
1,3!#,000.00
p.
1%'#7%000.00
i'ulakan
1# 1 M' MENGGUNAKAN READ3 MIED K5'00 1.0200 M3 "a)puran Beon eady Mi?ed K300
p.
1,265,000.00
p.
1.0000 Pekerja
p.
85,000.00 p.
85,000.00
0.2500 Tukang Bau
p.
!1,000.00 p.
22,#50.00
0.0250 Kepala Tukang
p.
150,000.00 p.
3,#50.00
0.1000 Mandor
p.
110,000.00 p.
11,000.00
p.
122,500.00 p.
1,2!0,300.00
1,2!0,300.00 p.
1,412,800.00
p.
141,280.00
p.
1,554,080.00
p.
1%$$&%080.00
*Cer+ead 10 Du)la+ i'ulakan
18 MEMASANG GRNG 5 GRNG PIPA BETN BERTULANG% @ 0 c/ M1
4.!000 Da) Pekerja
p.
12,142.86
p.
5!,500.00
1.4000 Da) Tukang
p.
13,000.00
p.
18,200.00
0.#000 Da) Mandor
p.
15,#14.2!
p.
11,000.00
1.0000 B+ orong orong Ø 60 )
p.
354,000.00 p.
354,000.00
0.1588 M3 Ti)'unan Poru%
p.
#5,000.00 p.
11,!0#.00
1.1416 M3 Ma. Pili+an
p.
#5,000.00 p.
85,61#.00
1.4136 Da) (a)per
p.
21,428.5#
1.0000
%$p.
1,000.00
&la Banu
30,2!1.43 p. p.
451,524.00 p.
1,000.00 11!,!!1.43 p.
5#1,515.43
p.
5#,151.54
p.
628,666.!#
p.
28%.00
*Cer+ead 10 Du)la+ i'ulakan
1! MEMASANG GRNG 5 GRNG PIPA BETN BERTULANG% @ '0 c/ M1
1.#500 Da) Pekerja
p.
12,142.86
p.
21,250.00
0.3500 Da) Mandor
p.
15,#14.2!
p.
5,500.00
1.0000 B+ orong orong Ø 30 )
p.
1!#,000.00 p.
0.0#6# M3 -rugan Poru%
p.
#5,000.00 p.
5,#48.#5
0.2!20 M3 Ma. Pili+an
p.
#5,000.00 p.
21,!02.06
0.3518 Da) (a)per
p.
21,428.5#
1.0000
%$p.
1,000.00
&la Banu
1!#,000.00
#,53!.44 p. p.
224,650.81 p.
1,000.00 35,28!.44 p.
25!,!40.25
*Cer+ead 10
p.
25,!!4.02
Du)la+
p.
285,!34.2#
p.
28$%#'&.00
i'ulakan
20 MEMASANG GRNG 5 GRNG PIPA BETN % @ 0 c/ M1
4.!000 Da) Pekerja
p.
12,142.86
p.
5!,500.00
1.4000 Da) Tukang
p.
13,000.00
p.
18,200.00
0.#000 Da) Mandor
p.
15,#14.2!
p.
11,000.00
1.0000 B+ orong orong Ø 60 )
p.
150,000.00 p.
0.1588 M3 Ti)'unan Poru%
p.
#5,000.00 p.
11,!0#.00
1.1416 M3 Ma. Pili+an
p.
#5,000.00 p.
85,61#.00
1.4136 Da) (a)per
p.
21,428.5#
1.0000
%$p.
1,000.00
&la Banu
150,000.00
30,2!1.43 p. p.
24#,524.00 p.
1,000.00 11!,!!1.43 p.
36#,515.43
*Cer+ead 10
p.
36,#51.54
Du)la+
p.
404,266.!#
p.
&0&%2.00
i'ulakan
21 MEMASANG GRNG 5 GRNG PIPA BETN % @ '0 c/ M1
Daftar Anali"a Harga Satuan #eker$aan %&n"truk"i Jarak Dekat %a'upaten S&l&k Tahun 2018
Hal. 30 dari 127
No
U RAIAN
H. SATUAN
UPAH
BAHAN
JUMLAH
a
b
c
!
"
1.#500 Da) Pekerja
p.
12,142.86
p.
21,250.00
0.3500 Da) Mandor
p.
15,#14.2!
p.
5,500.00
1.0000 B+ orong orong Ø 30 )
p.
#0,000.00 p.
#0,000.00
0.0#6# M3 -rugan Poru%
p.
#5,000.00 p.
5,#48.#5
0.2!20 M3 Ma. Pili+an
p.
#5,000.00 p.
21,!02.06
0.3518 Da) (a)per
p.
21,428.5#
1.0000
%$p.
1,000.00
&la Banu
#,53!.44 p. p.
!#,650.81 p.
1,000.00 35,28!.44 p.
132,!40.25
*Cer+ead 10
p.
13,2!4.02
Du)la+
p.
146,234.2#
p.
1&%2'&.00
i'ulakan
22 A.&.1.1.17 1 K PEMBESIAN DENGAN BESI PLS ATAU BESI ULIR 1.0500 Kg Be%i Beon polo%/ulir
p.
10,000.00
p.
10,500.00
0.0150 Kg Ka9a Beon
p.
1#,000.00
p.
255.00
0.00#0 Pekerja
p.
85,000.00 p.
5!5.00
0.00#0 Tukang Be%i
p.
!1,000.00 p.
63#.00
0.000# Kepala Tukang
p.
150,000.00 p.
105.00
0.0004 Mandor
p.
110,000.00 p.
44.00
p.
1,381.00 p.
10,#55.00 p.
12,136.00
*Cer+ead 10
p.
1,213.60
Du)la+
p.
13,34!.60
p.
1'%'.00
i'ulakan
23 A.&.1.1.18 1 K PEMASANGAN KABEL PRESSTRESSED PLSSTRANDS 1.0500 Kg Be%i Beon polo%/ulir
p.
3!,!00.00
p.
41,8!5.00
0.0100 Kg Ka9a Beon
p.
1#,000.00
p.
1#0.00
0.0050 Pekerja
p.
85,000.00 p.
425.00
0.0050 Tukang Be%i
p.
!1,000.00 p.
455.00
0.0005 Kepala Tukang
p.
150,000.00 p.
#5.00
0.0003 Mandor
p.
110,000.00 p.
33.00
p.
!88.00 p.
42,065.00 p.
43,053.00
p.
4,305.30
p.
4#,358.30
p.
&7%'$8.00
*Cer+ead 10 Du)la+ i'ulakan
24 A.&.1.1.1# 1 K PEMASANGAN JARING KA+AT BAJA+IRE MESH 1.0200 Kg Daring Ka9a Baja dila%
p.
13,#55.00
p.
14,030.10
0.0050 Kg Ka9a Beon
p.
1#,000.00
p.
85.00
0.0025 Pekerja
p.
85,000.00 p.
0.0025 Tukang Be%i
p.
!1,000.00 p.
22#.50
0.0025 Kepala Tukang
p.
150,000.00 p.
3#5.00
0.0001 Mandor
p.
110,000.00 p.
212.50
11.00
p.
826.00 p.
14,115.10 p.
14,!41.10
*Cer+ead 10
p.
1,4!4.11
Du)la+
p.
16,435.21
p.
1%&'$.00
i'ulakan
25 A.&.1.1.20 1 M2 PEMASANGAN BEKISTING UNTUK PNDASI 0.0400 M3 Kayu Kla%
p.
2,#03,000.00
p.
108,120.00
0.3000 Kg Paku 5 ) 10 )
p.
15,000.00
p.
4,500.00
0.1000 $
p.
11,130.00
p.
1,113.00
0.5200 Pekerja
p.
85,000.00 p.
44,200.00
0.2600 Tukang Kayu
p.
86,000.00 p.
22,360.00
0.0260 Kepala Tukang
p.
150,000.00 p.
3,!00.00
0.0260 Mandor
p.
110,000.00 p. p.
#3,320.00 p.
113,#33.00
p.
#3,320.00 p.
Minyak Beki%ing
-nuk 2? Pe)akaian Ba+an
2,860.00
56,866.50 p.
130,186.50
p.
13,018.65
p.
143,205.15
p.
1&'%20$.00
*Cer+ead 10 Du)la+ i'ulakan
26 A.&.1.1.21 1 M2 PEMASANGAN BEKISTING UNTUK SLF% KLM PRAKTIS% BALK PRAKTIS% PET BETN 0.0450 M3 Kayu Kla%
Daftar Anali"a Harga Satuan #eker$aan %&n"truk"i Jarak Dekat %a'upaten S&l&k Tahun 2018
p.
2,#03,000.00
p.
121,635.00
Hal. 31 dari 127
No
U RAIAN
a
b
H. SATUAN
UPAH
c
BAHAN
JUMLAH
!
"
0.3000 Kg Paku 5 ) 10 )
p.
15,000.00
p.
4,500.00
0.1000 $
p.
11,130.00
p.
1,113.00
0.5200 Pekerja
p.
85,000.00 p.
44,200.00
0.2600 Tukang Kayu
p.
86,000.00 p.
22,360.00
0.0260 Kepala Tukang
p.
150,000.00 p.
3,!00.00
0.0260 Mandor
p.
110,000.00 p. p.
#3,320.00 p.
12#,248.00
p.
#3,320.00 p.
Minyak Beki%ing
-nuk 2? Pe)akaian Ba+an
2,860.00
63,624.00 p.
136,!44.00
p.
13,6!4.40
*Cer+ead 10 Du)la+
p.
i'ulakan
p.
150,638.40
1$0%'8.00
2# A.&.1.1.22 1 M2 PEMASANGAN BEKISTING UNTUK KLM 0.0400 M3 Kayu Kla%
p.
2,#03,000.00
p.
108,120.00
0.4000 Kg Paku 5 ) 12 )
p.
15,000.00
p.
6,000.00
0.2000 $
p.
11,130.00
p.
2,226.00
0.0150 )3 Balok Kayu Kla%
p.
2,48#,000.00
p.
3#,305.00
0.3500 $'r Muliplek e'al ! ))
p.
12!,000.00
p.
45,150.00
2.0000 Bg olken Kayu ala) dia. 810 ),panjang 4 )
p.
58,000.00
p.
116,000.00
0.6600 Pekerja
p.
85,000.00 p.
56,100.00
0.3300 Tukang Kayu
p.
86,000.00 p.
28,380.00
0.0330 Kepala Tukang
p.
150,000.00 p.
4,!50.00
0.0330 Mandor
p.
110,000.00 p.
Minyak Beki%ing
-nuk 2? Pe)akaian Ba+an
3,630.00
p.
!3,060.00 p.
314,801.00
p.
!3,060.00 p.
15#,400.50 p.
250,460.50
*Cer+ead 10
p.
25,046.05
Du)la+
p.
2#5,506.55
i'ulakan
p.
27$%$0.00
28 A.&.1.1.2' 1 M2 PEMASANGAN BEKISTING UNTUK BALK 0.0400 M3 Kayu Kla%
p.
2,#03,000.00
p.
108,120.00
0.4000 Kg Paku 5 ) 12 )
p.
15,000.00
p.
6,000.00
0.2000 $
p.
11,130.00
p.
2,226.00
0.0180 )3 Balok Kayu Kla%
Minyak Beki%ing
p.
2,48#,000.00
p.
44,#66.00
0.3500 $'r Muliplek e'al ! ))
p.
12!,000.00
p.
45,150.00
2.0000 Bg olken Kayu ala) dia. 810 ),panjang 4 )
p.
58,000.00
p.
116,000.00
0.6600 Pekerja
p.
85,000.00 p.
56,100.00
0.3300 Tukang Kayu
p.
86,000.00 p.
28,380.00
0.0330 Kepala Tukang
p.
150,000.00 p.
4,!50.00
0.0330 Mandor
p.
110,000.00 p.
-nuk 2? Pe)akaian Ba+an
3,630.00
p.
!3,060.00 p.
322,262.00
p.
!3,060.00 p.
161,131.00 p.
254,1!1.00
*Cer+ead 10
p.
25,41!.10
Du)la+
p.
2#!,610.10
i'ulakan
p.
27#%10.00
2! A.&.1.1.2& 1 M2 PEMASANGAN BEKISTING UNTUK LANTAI 0.0400 M3 Kayu Kla%
p.
2,#03,000.00
p.
108,120.00
0.4000 Kg Paku 5 ) 12 )
p.
0.2000 $
p.
15,000.00
p.
6,000.00
11,130.00
p.
0.0150 )3 Balok Kayu Kla%
2,226.00
p.
2,48#,000.00
p.
3#,305.00
0.3500 $'r Muliplek e'al ! ))
p.
12!,000.00
p.
45,150.00
6.0000 Bg olken Kayu ala) dia. 810 ),panjang 4 )
p.
58,000.00
p.
348,000.00
0.6600 Pekerja
p.
85,000.00 p.
56,100.00
p.
!3,060.00 p.
546,801.00
p.
!3,060.00 p.
2#3,400.50 p.
Minyak Beki%ing
0.3300 Tukang Kayu
p.
86,000.00 p.
28,380.00
0.0330 Kepala Tukang
p.
150,000.00 p.
4,!50.00
0.0330 Mandor
p.
110,000.00 p.
-nuk 2? Pe)akaian Ba+an
3,630.00
366,460.50
*Cer+ead 10
p.
36,646.05
Du)la+
p.
403,106.55
i'ulakan
p.
&0'%10.00
30 1 M2 PEMASANGAN BEKISTING UNTUK LANTAI PLAT DUIKER 0.0100 M3 Kayu Kla%
p.
2,#03,000.00
0.4000 Kg Paku 5 ) 12 )
p.
0.2000 $
p.
Minyak Beki%ing
Daftar Anali"a Harga Satuan #eker$aan %&n"truk"i Jarak Dekat %a'upaten S&l&k Tahun 2018
p.
2#,030.00
15,000.00
p.
6,000.00
11,130.00
p.
2,226.00
Hal. 32 dari 127
No
U RAIAN
a
b
H. SATUAN
UPAH
c
BAHAN
JUMLAH
!
"
0.0038 )3 Balok Kayu Kla%
p.
2,48#,000.00
p.
!,326.25
0.3500 $'r Muliplek e'al ! ))
p.
12!,000.00
p.
45,150.00
1.5000 Bg olken Kayu ala) dia. 810 ),panjang 4 )
p.
58,000.00
p.
8#,000.00
0.6600 Pekerja
p.
85,000.00 p.
56,100.00
0.3300 Tukang Kayu
p.
86,000.00 p.
28,380.00
0.0330 Kepala Tukang
p.
150,000.00 p.
4,!50.00
0.0330 Mandor
p.
110,000.00 p. p.
!3,060.00 p.
1#6,#32.25
p.
46,530.00 p.
-nuk 2? Pe)akaian Ba+an
3,630.00
88,366.13 p.
134,8!6.13
*Cer+ead 10
p.
13,48!.61
Du)la+
p.
148,385.#4
i'ulakan
p.
1&8%'8$.00
32 A.&.1.1.2 1 M2 PEMASANGAN BEKISTING UNTUK TANGGA 0.0300 M3 Kayu Kla%
p.
2,#03,000.00
p.
81,0!0.00
0.4000 Kg Paku 5 ) 12 )
p.
15,000.00
p.
6,000.00
0.1500 $
p.
11,130.00
p.
1,66!.50
0.0150 )3 Balok Kayu Kla%
Minyak Beki%ing
p.
2,48#,000.00
p.
3#,305.00
0.3500 $'r Muliplek e'al ! ))
p.
12!,000.00
p.
45,150.00
2.0000 Bg olken Kayu ala) dia. 810 ),panjang 4 )
p.
58,000.00
p.
116,000.00
0.6600 Pekerja
p.
85,000.00 p.
56,100.00
0.3300 Tukang Kayu
p.
86,000.00 p.
28,380.00
0.0330 Kepala Tukang
p.
150,000.00 p.
4,!50.00
0.0330 Mandor
p.
110,000.00 p. p.
!3,060.00 p.
28#,214.50
p.
!3,060.00 p.
143,60#.25 p.
-nuk 2? Pe)akaian Ba+an
3,630.00
236,66#.25
*Cer+ead 10
p.
23,666.#3
Du)la+
p.
260,333.!8
i'ulakan
p.
20%'''.00
33 1 M2 PEMASANGAN BEKISTING ,R BETN JALAN 0.3000 Kg Paku 5 ) 12 ) 0.1000 $
p.
Minyak Beki%ing
15,000.00
p.
4,500.00
p.
11,130.00
p.
1,113.00
0.3500 $'r Muliplek e'al ! ))
p.
12!,000.00
p.
45,150.00
0.5200 Pekerja
p.
p.
6!,420.00 p.
50,#63.00
p.
34,#10.00 p.
25,381.50 p.
85,000.00 p.
44,200.00 22,360.00
0.2600 Tukang Kayu
p.
86,000.00 p.
0.0260 Mandor
p.
110,000.00 p.
-nuk 2? Pe)akaian Ba+an
2,860.00
60,0!1.50
*Cer+ead 10
p.
6,00!.15
Du)la+
p.
66,100.65
i'ulakan
p.
%100.00
III PEKERJAAN PENUTUP ATAP
1
A.&.$.2.'2. 1 M2 PEMASANGAN ATAP GENTENG METAL 1.3000 $'r eneng Meal
p.
45,000.00
p.
58,500.00
0.2000 Kg Paku aap
p.
28,000.00
p.
5,600.00
0.2000 Pekerja
p.
85,000.00 p.
0.1000 Tukang Kayu
p.
86,000.00 p.
8,600.00
0.0100 Kepala Tukang
p.
150,000.00 p.
1,500.00
0.0010 Mandor
p.
110,000.00 p. p.
2
1#,000.00
110.00 2#,210.00 p.
64,100.00 p.
!1,310.00
*Cer+ead 10
p.
!,131.00
Du)la+
p.
100,441.00
i'ulakan
p.
100%&&1.00
A.&.$.2.'7. 1 M* PEMASANGAN NK GENTENG METAL 1.1000 B+ ok eneng Meal
p.
31,500.00
p.
34,650.00
0.0500 Kg Paku aap
p.
28,000.00
p.
1,400.00
0.2500 Pekerja
p.
85,000.00 p.
0.0060 Mandor
p.
110,000.00 p. p.
*Cer+ead 10
21,250.00 660.00 16,!20.00 p.
33,810.00 p.
50,#30.00
p.
5,0#3.00
Du)la+
p.
i'ulakan
p.
Daftar Anali"a Harga Satuan #eker$aan %&n"truk"i Jarak Dekat %a'upaten S&l&k Tahun 2018
55,803.00
$$%80'.00
Hal. 33 dari 127
No
U RAIAN
H. SATUAN
UPAH
BAHAN
JUMLAH
a
b
c
!
"
4
A.&.$.2.'# 1 M2 PEMASANGAN ATAP SENG GELMBANG +ARNA 0.#000 $'r (eng elo)'ang :arna 'jl% 20
p.
62,500.00
p.
43,#50.00
0.0200 Kg Paku aap
p.
28,000.00
p.
560.00
0.1200 Pekerja
p.
85,000.00 p.
10,200.00
0.0600 Tukang Kayu
p.
86,000.00 p.
5,160.00
0.0060 Kepala Tukang
p.
150,000.00 p.
!00.00
0.0060 Mandor
p.
110,000.00 p. p.
5
660.00 16,!20.00 p.
44,310.00 p.
61,230.00
*Cer+ead 10
p.
6,123.00
Du)la+
p.
6#,353.00
i'ulakan
p.
7%'$'.00
A.&.$.2.&0. 1 M* PEMASANGAN ATAP NK SENG 0.3000 $'r (eng Pla 'jl% 20
p.
51,8#0.00
p.
15,561.00
0.0400 Kg Paku aap
p.
28,000.00
p.
1,120.00
0.1500 Pekerja
p.
85,000.00 p.
12,#50.00
0.0#00 Tukang Kayu
p.
86,000.00 p.
6,020.00
0.00#0 Kepala Tukang
p.
150,000.00 p.
1,050.00
0.0060 Mandor
p.
110,000.00 p. p.
660.00 20,480.00 p.
16,681.00 p.
3#,161.00
p.
3,#16.10
*Cer+ead 10
6
Du)la+
p.
i'ulakan
p.
40,8##.10
&0%877.00
1 M* PASANG TALANG 12 LINGKARAN D510 c/% SENG BJLS 28 0.3000 $'r (eng Pla 'jl% 28
p.
#0,8#5.00
p.
0.1000 Kg Paku Bia%a 1/2@ 1@
p.
15,000.00
p.
1,500.00
0.01!0 M3 Kayu Kla% Papan
p.
2,#03,000.00
p.
51,35#.00
0.5000 Kg Be%i (rip
p.
15,862.00
p.
#,!31.00
0.1500 Pekerja
p.
85,000.00 p.
12,#50.00
0.2500 Tukang Kayu
p.
86,000.00 p.
21,500.00
0.0250 Kepala Tukang
p.
150,000.00 p.
3,#50.00
0.0013 Mandor
p.
110,000.00 p. p.
21,262.50
13#.50 38,13#.50 p.
82,050.50 p.
120,188.00
*Cer+ead 10
p.
12,018.80
Du)la+
p.
132,206.80
i'ulakan
p.
1'2%20.00
I PEKERJAAN LANGIT5LANGIT (FLAFND)
1
A.&.$.1.$. 1 M2 PEMASANGAN LANGIT5LANGIT TRIPLEKS UKURAN (12062&0) c/% :!ba ' // 0.3#50 $'r Triplek% e'al 3 ))
p.
54,000.00
p.
20,250.00
0.0300 Kg Paku Triplek
p.
1#,000.00
p.
510.00
0.1000 Pekerja
p.
85,000.00 p.
8,500.00
0.0100 Kepala Tukang
p.
150,000.00 p.
1,500.00
0.0050 Mandor
p.
110,000.00 p. p.
3
550.00 1!,150.00 p.
26,#60.00 p.
*Cer+ead 10
p.
4,5!1.00
Du)la+
p.
50,501.00
i'ulakan
p.
$0%$01.00
A.&.$.1.. 1 M2 PEMASANGAN LANGIT5LANGIT LAMBRIIRING KA3U% TEBAL # MM 0.0150 M3 Kayu Papan
p.
2,#03,000.00
p.
40,545.00
0.0100 Kg Paku Triplek
p.
1#,000.00
p.
1#0.00
0.8000 Pekerja
p.
85,000.00 p.
68,000.00
0.8000 Tukang Kayu
p.
86,000.00 p.
68,800.00
0.0800 Kepala Tukang
p.
150,000.00 p.
12,000.00
0.0400 Mandor
p.
110,000.00 p. p.
4,400.00 153,200.00 p.
40,#15.00 p.
1!3,!15.00
p.
1!,3!1.50
*Cer+ead 10
4
45,!10.00
Du)la+
p.
i'ulakan
p.
213,306.50
21'%'0.00
A.&.$.1.#. 1 M* PEMASANGAN LIST LANGIT5LANGIT KA3U PRFIL 1.0500 M
$i% Kayu Pro;il
Daftar Anali"a Harga Satuan #eker$aan %&n"truk"i Jarak Dekat %a'upaten S&l&k Tahun 2018
p.
8,000.00
p.
8,400.00
Hal. 34 dari 127
No
U RAIAN
a
b
H. SATUAN
UPAH
c
BAHAN !
0.0100 Kg Paku
p.
15,000.00
p.
0.0500 Pekerja
p.
85,000.00 p.
4,250.00
0.0500 Tukang Kayu
p.
86,000.00 p.
4,300.00
0.0050 Kepala Tukang
p.
150,000.00 p.
#50.00
0.0030 Mandor
p.
110,000.00 p.
330.00
p.
JUMLAH
!,630.00 p.
"
8,550.00 p. p.
1,818.00
Du)la+
p.
1!,!!8.00
p.
1#%##8.00
1 M2 PEMASANGAN LANGIT5LANGIT G3PSUM BARD UKURAN (1202&0#) MM% TE BAL # //% RANGKA HLL+ IN,ALUME 0.3640 $'r yp%u) Board 120?240?! ))
p.
5.#500 M
Hollo9 Finalu)e 40?40?400
#5,000.00
p.
2#,300.00
p.
8,500.00
p.
48,8#5.00
0.1100 Kg Paku (ekrup
p.
34,000.00
p.
3,#40.00
0.1500 Pekerja
p.
85,000.00 p.
12,#50.00
0.5000 Tukang Kayu
p.
86,000.00 p.
43,000.00
0.0500 Kepala Tukang
p.
150,000.00 p.
#,500.00
0.0050 Mandor
p.
110,000.00 p.
550.00
p.
63,800.00 p.
#!,!15.00 p. p.
14,3#1.50
Du)la+
p.
158,086.50
p.
1$8%08.00
A.&.$.1.7. 1 M2 PEMASANGAN LANGIT5LANGIT G3PSUM BARD UKURAN (1202&0#) MM 0.3640 $'r yp%u) Board 120?240?! ))
p.
#5,000.00
p.
2#,300.00
0.1100 Kg Paku (ekrup
p.
34,000.00
p.
3,#40.00
0.1000 Pekerja
p.
85,000.00 p.
8,500.00
0.0500 Tukang Kayu
p.
86,000.00 p.
4,300.00
0.0050 Kepala Tukang
p.
150,000.00 p.
#50.00
0.0050 Mandor
p.
110,000.00 p. p.
550.00 14,100.00 p.
31,040.00 p. p.
4,514.00
Du)la+
p.
4!,654.00
p.
%$&.00
1 M2 PEMASANGAN LIST PLAFND G3PSUM PRFIL 1.0500 M
p.
15,000.00
p.
15,#50.00
0.1500 Kg Tepung yp%u)
$i% yp%u) Pro;il
p.
4,!20.00
p.
#38.00
0.0600 Pekerja
p.
85,000.00 p.
5,100.00
0.0600 Tukang Kayu
p.
86,000.00 p.
5,160.00
0.0060 Kepala Tukang
p.
150,000.00 p.
!00.00
0.0030 Mandor
p.
110,000.00 p. p.
330.00 11,4!0.00 p.
16,488.00 p.
2#,!#8.00
p.
2,#!#.80
p.
30,##5.80
p.
'0%77$.00
*Cer+ead 10 Du)la+ i'ulakan
#
45,140.00
*Cer+ead 10
i'ulakan
6
143,#15.00
*Cer+ead 10
i'ulakan
5
18,180.00
*Cer+ead 10
i'ulakan
5
150.00
1 M2 PEMASANGAN LANGIT5LANGIT PLAFND P,% RANGKA FURING ,HANNEL IN,ALUME 5.0000 M
Pla;ond P=" e'al 8 ))
p.
24,500.00
p.
122,500.00
3.6000 M
7uring "+annel Finalu)e
p.
3,600.00
p.
12,!60.00
6.0000 '+
(re9
p.
340.00
p.
2,040.00
0.1100 Kg Paku (ekrup
p.
34,000.00
p.
3,#40.00
0.5000 Pekerja
p.
85,000.00 p.
42,500.00
0.5000 Tukang Kayu
p.
86,000.00 p.
43,000.00
0.0500 Kepala Tukang
p.
150,000.00 p.
#,500.00
0.0250 Mandor
p.
110,000.00 p. p.
2,#50.00 !5,#50.00 p.
141,240.00 p.
236,!!0.00
*Cer+ead 10
p.
23,6!!.00
Du)la+
p.
260,68!.00
p.
20%8#.00
i'ulakan
PEKERJAAN SANITASI GEDUNG
1
A.$.1.1 2. PEMASANGAN 1 BUAH ,LSET JNGKK PRSLEN 1.0000 -ni "lo%e Dongkok
p.
2#0,000.00
p.
2#0,000.00
6.0000 Kg (e)en Porland P""
p.
1,226.00
p.
#,356.00
Daftar Anali"a Harga Satuan #eker$aan %&n"truk"i Jarak Dekat %a'upaten S&l&k Tahun 2018
Hal. 3 dari 127
No
U RAIAN
a
b 0.0100 M3 Pa%ir Pa%ang
p.
1.0000 Pekerja
p.
H. SATUAN
UPAH
c
150,000.00
p.
85,000.00 p.
85,000.00
1.5000 Tukang Bau
p.
!1,000.00 p.
136,500.00
0.1500 Kepala Tukang
p.
150,000.00 p.
22,500.00
0.0500 Mandor
p.
110,000.00 p.
5,500.00
p.
2
2#8,856.00 p.
528,356.00 52,835.60
p.
581,1!1.60
i'ulakan
p.
$81%1#1.00
A.$.1.1.1. PEMASANGAN 1 BUAH ,LSET DUDUKMNBLK 1.0000 -ni "lo%e uduk/Mono'lok
p.
1,800,000.00
p.
1,800,000.00
0.0600
p.
1,800,000.00
p.
108,000.00
Perlengkapan 6 Harga Klo%e
3.3000 Pekerja
p.
85,000.00 p.
280,500.00
1.1000 Tukang Bau
p.
!1,000.00 p.
100,100.00
0.0100 Kepala Tukang
p.
150,000.00 p.
1,500.00
0.1600 Mandor
p.
110,000.00 p.
1#,600.00 3!!,#00.00 p.
1,!08,000.00 p.
2,30#,#00.00
*Cer+ead 10
p.
230,##0.00
Du)la+
p.
2,538,4#0.00
i'ulakan
p.
2%$'8%&70.00
A.$.1.1 &. PEMASANGAN 1 BUAH URINIR 1.0000 -ni -rinoir
p.
1,!00,000.00
p.
1,!00,000.00
0.3000
p.
1,!00,000.00
p.
5#0,000.00
Perlengkapan 30 Harga -rinoir
6.0000 Kg (e)en Porland P""
p.
1,226.00
p.
#,356.00
0.0100 M3 Pa%ir Pa%ang
p.
150,000.00
p.
1,500.00
1.0000 Pekerja
p.
85,000.00 p.
85,000.00
1.0000 Tukang Bau
p.
!1,000.00 p.
!1,000.00
0.1000 Kepala Tukang
p.
150,000.00 p.
15,000.00
0.0500 Mandor
p.
110,000.00 p.
5,500.00 1!6,500.00 p.
2,4#8,856.00 p.
2,6#5,356.00
*Cer+ead 10
p.
26#,535.60
Du)la+
p.
2,!42,8!1.60
i'ulakan
p.
2%#&2%8#1.00
A.$.1.1 $. PEMASANGAN 1 BUAH +ASTAFEL
0.1200
Perlengkapan 12 Harga -rinoir
p.
811,125.00
p.
!#3,350.00
p.
811,125.00
p.
!#,335.00
6.0000 Kg (e)en Porland P""
p.
1,226.00
p.
#,356.00
0.0100 M3 Pa%ir Pa%ang
p.
150,000.00
p.
1,500.00
1.2000 Pekerja
p.
85,000.00 p.
102,000.00
1.4500 Tukang Bau
p.
!1,000.00 p.
131,!50.00
0.1500 Kepala Tukang
p.
150,000.00 p.
22,500.00
0.0600 Mandor
p.
110,000.00 p. p.
6,600.00 263,050.00 p.
1,0#!,541.00 p.
1,342,5!1.00
*Cer+ead 10
p.
134,25!.10
Du)la+
p.
1,4#6,850.10
i'ulakan
p.
1%&7%8$0.00
A.$.1.1 7. PEMASANGAN 1 BUAH BAK AIR FIBREGLASS LUME 1 M' 1.0000 B+ Bak &ir 7i'regla%%
p.
283,500.00
p.
283,500.00
0.1200
p.
283,500.00
p.
34,020.00
Perlengkapan 12 Harga Bak
0.3000 Pekerja
p.
85,000.00 p.
25,500.00
0.4500 Tukang Bau
p.
!1,000.00 p.
40,!50.00
0.0450 Kepala Tukang
p.
150,000.00 p.
6,#50.00
0.0150 Mandor
p.
110,000.00 p.
1,650.00
p.
6
" 1,500.00
Du)la+
1.2000 -ni :a%a;el
5
!
p.
p.
4
JUMLAH
*Cer+ead 10
p.
3
24!,500.00 p.
BAHAN
#4,850.00 p.
31#,520.00 p.
3!2,3#0.00
*Cer+ead 10
p.
3!,23#.00
Du)la+
p.
431,60#.00
i'ulakan
p.
&'1%07.00
A.$.1.1 1$. PEMASANGAN 1 BUAH BAK KNTRL PASANGAN BATU BATA UK. '0'0 ,M TINGGI '$ ,M 40.0000 B+ Bau Baa
p.
44.0000 Kg (e)en Porland P"" 0.0#00 M3 Pa%ir Pa%ang
Daftar Anali"a Harga Satuan #eker$aan %&n"truk"i Jarak Dekat %a'upaten S&l&k Tahun 2018
840.00
p.
33,600.00
p.
1,226.00
p.
53,!44.00
p.
150,000.00
p.
10,500.00
Hal. 3! dari 127
No
U RAIAN
a
b 0.0#00 M3 Kerikil
p.
H. SATUAN
UPAH
c
150,000.00
BAHAN
JUMLAH
!
"
p.
10,500.00
1.6000 Kg Be%i Beon
p.
10,000.00
p.
16,000.00
0.0600 M3 Pa%ir Beon
p.
150,000.00
p.
!,000.00
2.1600 Pekerja
p.
85,000.00 p.
183,600.00
0.#200 Tukang Bau
p.
!1,000.00 p.
65,520.00
0.0#20 Kepala Tukang
p.
150,000.00 p.
10,800.00
0.0110 Mandor
p.
110,000.00 p. p.
1,210.00 261,130.00 p.
133,544.00 p.
3!4,6#4.00
p.
3!,46#.40
*Cer+ead 10
#
Du)la+
p.
i'ulakan
p.
#0.0000 B+ Bau Baa
p.
840.00
p.
58,800.00
##.0000 Kg (e)en Porland P""
p.
1,226.00
p.
!4,402.00
0.1300 M3 Pa%ir Pa%ang
p.
150,000.00
p.
1!,500.00
0.0200 M3 Kerikil
p.
150,000.00
p.
3,000.00
2.6000 Kg Be%i Beon
p.
10,000.00
p.
26,000.00
0.0!00 M3 Pa%ir Beon
p.
150,000.00
p.
13,500.00
3.2000 Pekerja
p.
85,000.00 p.
2#2,000.00
1.1500 Tukang Bau
p.
!1,000.00 p.
104,650.00
0.0110 Kepala Tukang
p.
150,000.00 p.
1,650.00
0.0160 Mandor
p.
110,000.00 p.
&'&%1&1.00
1,#60.00 380,060.00 p.
215,202.00 p.
5!5,262.00
p.
5!,526.20
*Cer+ead 10 Du)la+
p.
i'ulakan
p.
654,#88.20
$&%788.00
A.$.1.1 17. PEMASANGAN 1 BUAH BAK KNTRL PASANGAN BATU BATA UK. 060 ,M TINGGI $ ,M 123.0000 B+ Bau Baa
p.
840.00
p.
103,320.00
114.0000 Kg (e)en Porland P""
p.
1,226.00
p.
13!,#64.00
0.1840 M3 Pa%ir Pa%ang
p.
150,000.00
p.
2#,600.00
0.0330 M3 Kerikil
p.
150,000.00
p.
4,!50.00
4.8500 Kg Be%i Beon
p.
10,000.00
p.
48,500.00
0.1200 M3 Pa%ir Beon
p.
150,000.00
p.
18,000.00
3.2000 Pekerja
p.
85,000.00 p.
2#2,000.00
1.1500 Tukang Bau
p.
!1,000.00 p.
104,650.00
0.0110 Kepala Tukang
p.
150,000.00 p.
1,650.00
0.0160 Mandor
p.
110,000.00 p.
1,#60.00
0.1000 Tukang ali
p.
!1,000.00 p.
!,100.00
p.
38!,160.00 p.
342,134.00 p.
#31,2!4.00
p.
#3,12!.40
*Cer+ead 10
!
434,141.40
A.$.1.1 1. PEMASANGAN 1 BUAH BAK KNTRL PASANGAN BATU BATA UK. &$6&$ ,M TINGGI $0 ,M
p.
8
Du)la+
p.
i'ulakan
p.
804,423.40
80&%&2'.00
A.$.1.1 18. PEMASANGAN 1 M* PIPA GALANIS DIA. 12C 1.2000 M
Pipa alCani%
p.
2!,000.00
p.
34,800.00
0.3500
Perlengkapan 35 Harga Pipa
p.
2!,000.00
p.
10,150.00
0.0540 Pekerja
p.
85,000.00 p.
0.0!00 Tukang Bau
p.
!1,000.00 p.
8,1!0.00
0.00!0 Kepala Tukang
p.
150,000.00 p.
1,350.00
0.02#0 Mandor
p.
110,000.00 p. p.
4,5!0.00
2,!#0.00 1#,100.00 p.
44,!50.00 p.
62,050.00
*Cer+ead 10
p.
6,205.00
Du)la+
p.
68,255.00
i'ulakan
p.
8%2$$.00
10 A.$.1.1 20. PEMASANGAN 1 M* PIPA GALANIS DIA. '&C 1.2000 M
Pipa alCani%
p.
38,000.00
p.
45,600.00
0.3500
Perlengkapan 35 Harga Pipa
p.
38,000.00
p.
13,300.00
p.
85,000.00 p.
0.0540 Pekerja
4,5!0.00
0.0!00 Tukang Bau
p.
!1,000.00 p.
8,1!0.00
0.00!0 Kepala Tukang
p.
150,000.00 p.
1,350.00
0.02#0 Mandor
p.
110,000.00 p. p.
*Cer+ead 10
Daftar Anali"a Harga Satuan #eker$aan %&n"truk"i Jarak Dekat %a'upaten S&l&k Tahun 2018
2,!#0.00 1#,100.00 p.
58,!00.00 p.
#6,000.00
p.
#,600.00
Hal. 37 dari 127
No
U RAIAN
a
b
H. SATUAN
UPAH
BAHAN
c
!
JUMLAH "
Du)la+
p.
i'ulakan
p.
83,600.00
8'%00.00
11 A.$.1.1 21. PEMASANGAN 1 M* PIPA GALANIS DIA. 1C 1.2000 M
Pipa alCani%
p.
40,000.00
p.
48,000.00
0.3500
Perlengkapan 35 Harga Pipa
p.
40,000.00
p.
14,000.00
0.0540 Pekerja
p.
85,000.00 p.
0.0!00 Tukang Bau
p.
!1,000.00 p.
8,1!0.00
0.00!0 Kepala Tukang
p.
150,000.00 p.
1,350.00
0.02#0 Mandor
p.
110,000.00 p. p.
4,5!0.00
2,!#0.00 1#,100.00 p.
62,000.00 p.
#!,100.00
p.
#,!10.00
*Cer+ead 10 Du)la+
p.
i'ulakan
p.
8#,010.00
87%010.00
12 A.$.1.1 22. PEMASANGAN 1 M* PIPA GALANIS DIA. 1 12C 1.2000 M
Pipa alCani%
p.
58,000.00
p.
6!,600.00
0.3500
Perlengkapan 35 Harga Pipa
p.
58,000.00
p.
20,300.00
0.1080 Pekerja
p.
85,000.00 p.
!,180.00
0.1800 Tukang Bau
p.
!1,000.00 p.
16,380.00
0.0180 Kepala Tukang
p.
150,000.00 p.
2,#00.00
0.0050 Mandor
p.
110,000.00 p.
550.00
p.
28,810.00 p.
8!,!00.00 p.
118,#10.00
*Cer+ead 10
p.
11,8#1.00
Du)la+
p.
130,581.00
i'ulakan
p.
1'0%$81.00
13 A.$.1.1 2'. PEMASANGAN 1 M* PIPA GALANIS DIA. 'C 1.2000 M
Pipa alCani%
p.
200,000.00
p.
240,000.00
0.3500
Perlengkapan 35 Harga Pipa
p.
200,000.00
p.
#0,000.00
0.1350 Pekerja
p.
85,000.00 p.
11,4#5.00
0.2250 Tukang Bau
p.
!1,000.00 p.
20,4#5.00
0.0230 Kepala Tukang
p.
150,000.00 p.
3,450.00
0.00#0 Mandor
p.
110,000.00 p. p.
##0.00 36,1#0.00 p.
310,000.00 p.
346,1#0.00
*Cer+ead 10
p.
34,61#.00
Du)la+
p.
380,#8#.00
i'ulakan
p.
'80%787.00
14 A.$.1.1 2&. PEMASANGAN 1 M* PIPA GALANIS DIA. &C 1.2000 M
Pipa alCani%
p.
2!0,000.00
p.
348,000.00
0.3500
Perlengkapan 35 Harga Pipa
p.
2!0,000.00
p.
101,500.00
0.1350 Pekerja
p.
85,000.00 p.
11,4#5.00
0.2250 Tukang Bau
p.
!1,000.00 p.
20,4#5.00
0.0230 Kepala Tukang
p.
150,000.00 p.
3,450.00
0.00#0 Mandor
p.
110,000.00 p. p.
##0.00 36,1#0.00 p.
44!,500.00 p.
485,6#0.00
p.
48,56#.00
*Cer+ead 10 Du)la+
p.
i'ulakan
p.
534,23#.00
$'&%2'7.00
15 A.$.1.1 2$. PEMASANGAN 1 M* PIPA P, TIPE A+ DIA. 12C 1.2000 M
Pipa P="
p.
6,000.00
p.
#,200.00
0.3500
Perlengkapan 35 Harga Pipa
p.
6,000.00
p.
2,100.00
0.0360 Pekerja
p.
85,000.00 p.
3,060.00
0.0600 Tukang Bau
p.
!1,000.00 p.
5,460.00
0.0060 Kepala Tukang
p.
150,000.00 p.
!00.00
0.0020 Mandor
p.
110,000.00 p. p.
220.00 !,640.00 p.
!,300.00 p.
18,!40.00
*Cer+ead 10
p.
1,8!4.00
Du)la+
p.
20,834.00
i'ulakan
p.
20%8'&.00
16 A.$.1.1 2. PEMASANGAN 1 M* PIPA P, TIPE A+ DIA. '&C 1.2000 M
Pipa P="
p.
8,000.00
p.
!,600.00
0.3500
Perlengkapan 35 Harga Pipa
p.
8,000.00
p.
2,800.00
Daftar Anali"a Harga Satuan #eker$aan %&n"truk"i Jarak Dekat %a'upaten S&l&k Tahun 2018
Hal. 38 dari 127
No
U RAIAN
H. SATUAN
UPAH
BAHAN
JUMLAH
a
b
c
!
"
0.0360 Pekerja
p.
85,000.00 p.
3,060.00
0.0600 Tukang Bau
p.
!1,000.00 p.
5,460.00
0.0060 Kepala Tukang
p.
150,000.00 p.
!00.00
0.0020 Mandor
p.
110,000.00 p. p.
220.00 !,640.00 p.
12,400.00 p.
22,040.00
*Cer+ead 10
p.
2,204.00
Du)la+
p.
24,244.00
p.
2&%2&&.00
i'ulakan
1# A.$.1.1 27. PEMASANGAN 1 M* PIPA P, TIPE A+ DIA. 1C 1.2000 M
Pipa P="
p.
10,000.00
p.
12,000.00
0.3500
Perlengkapan 35 Harga Pipa
p.
10,000.00
p.
3,500.00
0.0360 Pekerja
p.
85,000.00 p.
3,060.00
0.0600 Tukang Bau
p.
!1,000.00 p.
5,460.00
0.0060 Kepala Tukang
p.
150,000.00 p.
!00.00
0.0020 Mandor
p.
110,000.00 p. p.
220.00 !,640.00 p.
15,500.00 p.
25,140.00
p.
2,514.00
p.
2#,654.00
p.
27%$&.00
*Cer+ead 10 Du)la+ i'ulakan
18 A.$.1.1 2#. PEMASANGAN 1 M* PIPA P, TIPE A+ DIA. 2C 1.2000 M
Pipa P="
p.
20,000.00
p.
24,000.00
0.3500
Perlengkapan 35 Harga Pipa
p.
20,000.00
p.
#,000.00
0.0540 Pekerja
p.
85,000.00 p.
0.0!00 Tukang Bau
p.
!1,000.00 p.
8,1!0.00
0.00!0 Kepala Tukang
p.
150,000.00 p.
1,350.00
0.0030 Mandor
p.
110,000.00 p.
330.00
p.
4,5!0.00
14,460.00 p.
31,000.00 p.
45,460.00
*Cer+ead 10
p.
4,546.00
Du)la+
p.
50,006.00
p.
$0%00.00
i'ulakan
1! A.$.1.1 '1. PEMASANGAN 1 M* PIPA P, TIPE A+ DIA. '* 1.2000 M
Pipa P="
p.
36,000.00
p.
43,200.00
0.3500
Perlengkapan 35 Harga Pipa
p.
36,000.00
p.
12,600.00
p.
85,000.00 p.
6,885.00
0.0810 Pekerja 0.1350 Tukang Bau
p.
!1,000.00 p.
12,285.00
0.0135 Kepala Tukang
p.
150,000.00 p.
2,025.00
0.0040 Mandor
p.
110,000.00 p. p.
440.00 21,635.00 p.
55,800.00 p.
##,435.00
*Cer+ead 10
p.
#,#43.50
Du)la+
p.
85,1#8.50
p.
8$%178.00
i'ulakan
20 A.$.1.1 '2. PEMASANGAN 1 M* PIPA P, TIPE A+ DIA. &* 1.2000 M
Pipa P="
p.
5#,000.00
p.
68,400.00
0.3500
Perlengkapan 35 Harga Pipa
p.
5#,000.00
p.
1!,!50.00
0.0810 Pekerja
p.
85,000.00 p.
6,885.00
0.1350 Tukang Bau
p.
!1,000.00 p.
12,285.00
0.0135 Kepala Tukang
p.
150,000.00 p.
2,025.00
0.0040 Mandor
p.
110,000.00 p. p.
440.00 21,635.00 p.
88,350.00 p.
10!,!85.00
p.
10,!!8.50
p.
120,!83.50
p.
120%#8'.00
*Cer+ead 10 Du)la+ i'ulakan
21 A.$.1.1 1# PEMASANGAN 1 BUAH KRAN DIA. '&C ATAU 12C 1.0000 B+ Kran &ir
p.
1!,000.00
p.
1!,000.00
0.0250 B+ (eal Tape
p.
5,000.00
p.
125.00
0.0100 Pekerja
p.
85,000.00 p.
850.00
0.4000 Tukang Bau
p.
!1,000.00 p.
36,400.00
0.0400 Kepala Tukang
p.
150,000.00 p.
6,000.00
0.0050 Mandor
p.
110,000.00 p. p.
Daftar Anali"a Harga Satuan #eker$aan %&n"truk"i Jarak Dekat %a'upaten S&l&k Tahun 2018
550.00 43,800.00 p.
1!,125.00 p.
62,!25.00
Hal. 3( dari 127
No
U RAIAN
a
b
H. SATUAN
UPAH
BAHAN
c
!
JUMLAH "
*Cer+ead 10 Du)la+ i'ulakan
p.
6,2!2.50
p.
6!,21#.50
p.
#%217.00
22 MEMBUAT 1 UNIT SEPTI,K TANK KAP. 1$ RG LENGKAP DENGAN RESAPAN (U.1.00M 6 2.00M 6 1.&0 M) 4.8000 M3 alian Tana+
p.
#3,150.00
351,120.00
2.#000 M3 -rugan ke)'ali 'eka% alian 1.1000 M3 Pa%. Baa 1 N 2
p.
52,800.00
142,560.00
p.
138,030.00
151,833.00
8.5000 M2 Ple%eran 1 N 2 'l 20 )
p.
64,443.00
54#,#65.50
0.1600 M3 Beon )uu K.100 ; E #,4 MPa
p.
#5#,043.00
121,126.88
Beon pla lanai E 10 )/ )3 0.3000 M3 Beon Muu K.225 ; E 1!,3 Mpa
p.
!!2,483.00
2!#,#44.!0
2.6400 M2 Beki%ing Pla
p.
148,385.00
3!1,#36.40
p.
13,34!.00
40!,368.44
1.0000 M3 Kerikil (aringan
p.
150,000.00
150,000.00
2.0000 M3 Pa%ir (aringan
p.
150,000.00
300,000.00
5.0000 M1 Pipa P=" dia 4@
p.
5#,000.00
285,000.00
1.5000 B+ Pipa P 2 @
p.
121,000.00
181,500.00
2.0000 B+ Knee
p.
30,000.00
60,000.00
6.0000 M2 Pla%ik Hia)
p.
10,#00.00
64,200.00
p.
22,4#0.00
44!,400.00
30.6666 Kg Pe)'e%ian
20.0000 Kg juk
p.
3,!03,355.12 p.
Du)la+ i'ulakan
p.
3,!03,355.12
p.
3,!03,355.12
p.
'%#0'%'$$.00
I PEKERJAAN BESI DAN ALUMUNIUM
1
A.&.2.1.1. 1 K PEMASANGAN BESI PRFIL 1.1500 Kg Be%i Pro;il
p.
12,000.00
p.
0.0600 Pekerja
p.
85,000.00 p.
5,100.00
0.0600 Tukang $a%
p.
!1,000.00 p.
5,460.00
0.0060 Kepala Tukang
p.
150,000.00 p.
!00.00
0.0030 Mandor
p.
110,000.00 p. p.
13,800.00
330.00 11,#!0.00 p.
13,800.00 p.
25,5!0.00
p.
2,55!.00
p.
28,14!.00
p.
28%1.00
*Cer+ead 10 Du)la+ i'ulakan
2
A.&.2.1.2 . 1 K PEMASANGAN RANGKA KUDA5KUDA BAJA I+F 1.1500 Kg Be%i Pro;il :7
p.
12,000.00
p.
0.0600 Pekerja
p.
85,000.00 p.
5,100.00
0.0600 Tukang $a%
p.
!1,000.00 p.
5,460.00
0.0060 Kepala Tukang
p.
150,000.00 p.
!00.00
0.0030 Mandor
p.
110,000.00 p.
330.00
p.
11,#!0.00 p.
13,800.00
13,800.00 p. p.
2,55!.00
Du)la+
p.
28,14!.00
p.
28%1.00
i'ulakan
3
A.&.2.1.'.
1 K PENGERJAAN PEKERJAAN PERAKITAN
0.0100 $r (olar
p.
8,000.00
p.
80.00
0.0010 $r Minyak Pelu)a%
p.
35,000.00
p.
35.00
0.0080 Da) (e9a &la
p.
3#,500.00
p.
300.00
0.0010 Pekerja
p.
85,000.00 p.
85.00
0.0010 Tukang Be%i Kon%ruk%i
p.
!1,000.00 p.
!1.00
0.0000 Kepala Tukang
p.
150,000.00 p.
1.50
0.0001 Mandor
p.
110,000.00 p.
5.50
p.
1 83.00 p.
415.00 p.
A.&.2.1.$.
5!8 .00
*Cer+ead 10
p.
5!.80
Du)la+
p.
65#.80
p.
$7.00
i'ulakan
4
25,5!0.00
*Cer+ead 10
1 ,/ PENGERJAAN PENGELASAN DENGAN LAS LISTRIK
0.0400 Kg Ka9a $a% $i%rik
p.
!1,8#5.00
p.
3,6#5.00
0.0300 $r (olar
p.
8,000.00
p.
240.00
0.0040 $r Minyak Pelu)a%
p.
35,000.00
p.
140.00
Daftar Anali"a Harga Satuan #eker$aan %&n"truk"i Jarak Dekat %a'upaten S&l&k Tahun 2018
Hal. 40 dari 127
No
U RAIAN
a
H. SATUAN
UPAH
c
b
BAHAN !
0.01#0 Da) (e9a &la
p.
3#,500.00
p.
0.0040 Pekerja
p.
85,000.00 p.
340.00
0.0020 Tukang Be%i Kon%ruk%i
p.
!1,000.00 p.
182.00
0.0002 Kepala Tukang
p.
150,000.00 p.
30.00
0.0002 Mandor
p.
110,000.00 p.
22.00
p.
JUMLAH
5#4.00 p.
"
4,6!2.50 p. p.
526.65
Du)la+
p.
5,#!3.15
p.
$%7#'.00
A.&.2.1.1$. 1 M2 PEMASANGAN TERALI BESI STRIP (26') // 6.1##0 Kg Be%i (rip
p.
15,862.00
p.
!#,!#!.5#
2#.0800 ") Pengela%an
p.
5,#!3.00
p.
156,8#4.44
1.6#00 Pekerja
p.
85,000.00 p.
141,!50.00
1.6#00 Tukang $a%
p.
!1,000.00 p.
151,!#0.00
0.16#0 Kepala Tukang
p.
150,000.00 p.
25,050.00
0.0830 Mandor
p.
110,000.00 p. p.
!,130.00 328,100.00 p.
254,854.01 p.
A.&.2.1.11.
p.
58,2!5.40
Du)la+
p.
641,24!.42
p.
&1%2.00
1 M* PEMASANGAN KUEN PINTU ALLUMINIUM &C (SILER)
1.1000 M
p.
110,000.00
p.
121,000.00
2.0000 B+ (krup 7i?er
Pro;il &llu)iniu) 4@ ?. &le?indo 9arna (ilCer
p.
1,000.00
p.
2,000.00
0.0600 Tu'e(ealan
p.
40,000.00
p.
2,400.00
0.0430 Pekerja
p.
85,000.00 p.
3,655.00
0.0430 Tukang Be%i/&llu)iniu)
p.
!1,000.00 p.
3,!13.00
0.0043 Kepala Tukang
p.
150,000.00 p.
645.00
0.0021 Mandor
p.
110,000.00 p. p.
231.00 8,444.00 p.
125,400.00 p. p.
13,384.40
Du)la+
p.
14#,228.40
p.
1&7%228.00
A.&.2.1.11. 1 M* PEMASANGAN KUEN PINTU ALLUMINIUM &C (HITAM,KLAT) 1.1000 M Pro;il &llu)iniu) 4@ ?. &le?indo 9arna Hia)/"okla
p.
121,000.00
p.
133,100.00
2.0000 B+ (krup 7i?er
p.
1,000.00
p.
2,000.00
0.0600 Tu'e(ealan
p.
40,000.00
p.
2,400.00
0.0430 Pekerja
p.
85,000.00 p.
3,655.00
0.0430 Tukang Be%i/&llu)iniu)
p.
!1,000.00 p.
3,!13.00
0.0043 Kepala Tukang
p.
150,000.00 p.
645.00
0.0021 Mandor
p.
110,000.00 p. p.
231.00 8,444.00 p.
13#,500.00 p. p.
14,5!4.40
Du)la+
p.
160,538.40
p.
10%$'8.00
A.&.2.1.11. 1 M* PEMASANGAN KUEN PINTU ALLUMINIUM &C (,ATING P+DER) 1.1000 M Pro;il &llu)iniu) 4@ ?. &le?indo 9arna "oaing Po9der
p.
15#,300.00
p.
1#3,030.00
2.0000 B+ (krup 7i?er
p.
1,000.00
p.
2,000.00
0.0600 Tu'e(ealan
p.
40,000.00
p.
2,400.00
0.0430 Pekerja
p.
85,000.00 p.
3,655.00
0.0430 Tukang Be%i/&llu)iniu)
p.
!1,000.00 p.
3,!13.00
0.0043 Kepala Tukang
p.
150,000.00 p.
645.00
0.0021 Mandor
p.
110,000.00 p. p.
231.00 8,444.00 p.
1##,430.00 p.
185,8#4.00
*Cer+ead 10
p.
18,58#.40
Du)la+
p.
204,461.40
p.
20&%&1.00
i'ulakan
!
145,!44.00
*Cer+ead 10
i'ulakan
8
133,844.00
*Cer+ead 10
i'ulakan
#
582,!54.01
*Cer+ead 10
i'ulakan
6
5,266.50
*Cer+ead 10
i'ulakan
5
63#.50
A.&.2.1.11. 1 M* PEMASANGAN KUEN PINTU ALLUMINIUM 'C (SILER) 1.1000 M
p.
80,000.00
p.
2.0000 B+ (krup 7i?er
Pro;il &llu)iniu) 3@ ?. &le?indo 9arna (ilCer
p.
1,000.00
p.
2,000.00
0.0600 Tu'e(ealan
p.
40,000.00
p.
2,400.00
Daftar Anali"a Harga Satuan #eker$aan %&n"truk"i Jarak Dekat %a'upaten S&l&k Tahun 2018
88,000.00
Hal. 41 dari 127
No
U RAIAN
a
H. SATUAN
UPAH
c
b 0.0430 Pekerja
p.
85,000.00 p.
3,655.00
0.0430 Tukang Be%i/&llu)iniu)
p.
!1,000.00 p.
3,!13.00
0.0043 Kepala Tukang
p.
150,000.00 p.
645.00
0.0021 Mandor
p.
110,000.00 p.
BAHAN
JUMLAH
!
"
231.00
p.
8,444.00 p.
!2,400.00 p.
100,844.00
p.
10,084.40
*Cer+ead 10 Du)la+
p.
i'ulakan
p.
110,!28.40
110%#28.00
10 A.&.2.1.11. 1 M* PEMASANGAN KUEN PINTU ALLUMINIUM 'C (HITAM,KLAT) 1.1000 M
p.
88,000.00
p.
2.0000 B+ (krup 7i?er
Pro;il &llu)iniu) 3@ ?. &le?indo 9arna Hia)/"okla
p.
1,000.00
p.
!6,800.00 2,000.00
0.0600 Tu'e(ealan
p.
40,000.00
p.
2,400.00
0.0430 Pekerja
p.
85,000.00 p.
3,655.00
0.0430 Tukang Be%i/&llu)iniu)
p.
!1,000.00 p.
3,!13.00
0.0043 Kepala Tukang
p.
150,000.00 p.
645.00
0.0021 Mandor
p.
110,000.00 p.
231.00
p.
8,444.00 p.
101,200.00 p.
10!,644.00
p.
10,!64.40
p.
120,608.40
p.
120%08.00
*Cer+ead 10 Du)la+ i'ulakan
11 A.&.2.1.11. 1 M* PEMASANGAN KUEN PINTU ALLUMINIUM 'C (,ATING P+DER) 1.1000 M Pro;il &llu)iniu) 3@ ?. &le?indo 9arna "oaing Po9der
p.
114,400.00
p.
2.0000 B+ (krup 7i?er
p.
1,000.00
p.
125,840.00 2,000.00
0.0600 Tu'e(ealan
p.
40,000.00
p.
2,400.00
0.0430 Pekerja
p.
85,000.00 p.
3,655.00
0.0430 Tukang Be%i/&llu)iniu)
p.
!1,000.00 p.
3,!13.00
0.0043 Kepala Tukang
p.
150,000.00 p.
645.00
0.0021 Mandor
p.
110,000.00 p.
231.00
p.
8,444.00 p.
130,240.00 p.
138,684.00
p.
13,868.40
p.
152,552.40
p.
1$2%$$2.00
*Cer+ead 10 Du)la+ i'ulakan
12 A.&.2.1.20 1 M2 PEMASANGAN RANGKA BESI HLL+ 16&06&062 MM% MDUL 06120 ,M% DINDING PARTISI 3.5000 M
angka Meal Hollo9 40?40?2 ))
p.
24,666.6#
p.
86,333.33
1.0000
&%%e%orie% Perkuaan, $a% dll, 100 ? angka
p.
24,666.6#
p.
24,666.6#
0.2500 Pekerja
p.
85,000.00 p.
21,250.00
0.2500 Tukang Be%i/&llu)iniu)
p.
!1,000.00 p.
22,#50.00
0.0250 Kepala Tukang
p.
150,000.00 p.
3,#50.00
0.0130 Mandor
p.
110,000.00 p. p.
1,430.00 4!,180.00 p.
111,000.00 p.
160,180.00
*Cer+ead 10
p.
16,018.00
Du)la+
p.
1#6,1!8.00
p.
17%1#8.00
i'ulakan
13 A.&.2.1.21. 1 M2 PEMASANGAN RANGKA BESI HLL+ 16&06&062 MM% MDUL 060 ,M% FLAFN 4.0000 M
angka Meal Hollo9 40?40?2 ))
p.
24,666.6#
p.
!8,666.6#
1.0000
&%%e%orie% Perkuaan, $a% dll, 100 ? angka
p.
24,666.6#
p.
24,666.6#
p.
85,000.00 p.
2!,#50.00
0.3500 Pekerja 0.3500 Tukang Be%i/&llu)iniu)
p.
!1,000.00 p.
31,850.00
0.0350 Kepala Tukang
p.
150,000.00 p.
5,250.00
0.0180 Mandor
p.
110,000.00 p.
1,!80.00
p.
68,830.00 p.
123,333.33 p.
1!2,163.33
*Cer+ead 10
p.
1!,216.33
Du)la+
p.
211,3#!.6#
i'ulakan
p.
211%'7#.00
14 1 M2 PEKERJAAN KUDA5KUDA BAJA RINGAN 2.8000 M 25.0000 '+
Tru%% "#5, 0.#5
p.
20,000.00
p.
56,000.00
Bau %re9 driCer
p.
340.00
p.
8,500.00
1.0000 '+
yna'ol
p.
2,640.00
p.
2,640.00
5.1000 M
eng .330.45
p.
10,000.00
p.
51,000.00
0.2000 Pekerja
p.
85,000.00 p.
1#,000.00
0.4500 Tukang Be%i
p.
!1,000.00 p.
40,!50.00
Daftar Anali"a Harga Satuan #eker$aan %&n"truk"i Jarak Dekat %a'upaten S&l&k Tahun 2018
Hal. 42 dari 127
No
U RAIAN
a
b
H. SATUAN
UPAH
c
0.0100 Kepala Tukang
p.
150,000.00 p.
0.0500 Mandor
p.
110,000.00 p. p.
BAHAN
JUMLAH
!
"
1,500.00 5,500.00 64,!50.00 p.
118,140.00 p.
183,0!0.00
*Cer+ead 10
p.
18,30!.00
Du)la+
p.
201,3!!.00
p.
201%'##.00
i'ulakan
15 A.&.2.1.8. 1 M2 PEMASANGAN PINTU FLDING GATE 1.0000 M2 Pinu 7olding ae
p.
650,000.00
p.
0.4400 Pekerja
p.
85,000.00 p.
3#,400.00
0.4400 Tukang Be%i
p.
!1,000.00 p.
40,040.00
0.0440 Kepala Tukang
p.
150,000.00 p.
6,600.00
0.0220 Mandor
p.
110,000.00 p. p.
650,000.00
2,420.00 86,460.00 p.
650,000.00 p.
#36,460.00
p.
#3,646.00
p.
810,106.00
p.
810%10.00
*Cer+ead 10 Du)la+ i'ulakan
16 A.&.2.1.1'. PEMASANGAN 1 M2 PINTU KA,A RANGKA ALUMUNIUM 4.4000 M
p.
200,000.00
p.
880,000.00
0.2#00 Tu'e(ealan
angka Pinu &lu)uniu)
p.
40,000.00
p.
10,800.00
0.0850 Pekerja
p.
85,000.00 p.
#,225.00
0.0850 Tukang Be%i/&llu)iniu)
p.
!1,000.00 p.
#,#35.00
0.00!0 Kepala Tukang
p.
150,000.00 p.
1,350.00
0.0050 Mandor
p.
110,000.00 p.
550.00
p.
16,860.00 p.
8!0,800.00 p.
!0#,660.00
*Cer+ead 10
p.
!0,#66.00
Du)la+
p.
!!8,426.00
p.
##8%&2.00
i'ulakan
II PEKERJAAN KUN,I DAN KA,A
1
A.&..2.1.
1 BUAH PEMASANGAN KUN,I TANAM SES ASLI
1.0000 B+ Kuni Tana) ((
p.
210,000.00
p.
0.0600 Pekerja
p.
85,000.00 p.
5,100.00
0.6000 Tukang Kayu
p.
86,000.00 p.
51,600.00
0.0600 Kepala Tukang
p.
150,000.00 p.
!,000.00
0.0030 Mandor
p.
110,000.00 p.
330.00
p.
66,030.00 p.
210,000.00
210,000.00 p. p.
2#,603.00
Du)la+
p.
303,633.00
p.
'0'%''.00
i'ulakan
2
A.&..2.2. 1 BUAH PEMASANGAN KUN,I TANAM BIASA 1.0000 B+ Kuni Tana) Bia%a
p.
130,000.00
p.
0.0100 Pekerja
p.
85,000.00 p.
850.00
0.5000 Tukang Kayu
p.
86,000.00 p.
43,000.00
0.0500 Kepala Tukang
p.
150,000.00 p.
#,500.00
0.0050 Mandor
p.
110,000.00 p. p.
130,000.00
550.00 51,!00.00 p.
130,000.00 p.
181,!00.00
p.
18,1!0.00
p.
200,0!0.00
p.
200%0#0.00
*Cer+ead 10 Du)la+ i'ulakan
3
A.&..2.$. 1 BUAH PEMASANGAN ENGSEL PINTU 1.0000 B+ ng%el Pinu
p.
21,000.00
0.0150 Pekerja
p.
85,000.00 p.
1,2#5.00
p.
0.1500 Tukang Kayu
p.
86,000.00 p.
12,!00.00
0.0150 Kepala Tukang
p.
150,000.00 p.
2,250.00
p.
110,000.00 p.
88.00
0.00080 Mandor
p.
16,513.00 p.
21,000.00
21,000.00 p.
3#,513.00
*Cer+ead 10
p.
3,#51.30
Du)la+
p.
41,264.30
p.
&1%2&.00
i'ulakan
4
2#6,030.00
*Cer+ead 10
A.&..2.$. 1 BUAH PEMASANGAN ENGSEL JENDELA
Daftar Anali"a Harga Satuan #eker$aan %&n"truk"i Jarak Dekat %a'upaten S&l&k Tahun 2018
Hal. 43 dari 127
No
U RAIAN
a
b
H. SATUAN
UPAH
c
1.0000 B+ ng%el Dendela
p.
15,#50.00
p.
0.0100 Pekerja
p.
85,000.00 p.
p.
86,000.00 p.
8,600.00
0.0100 Kepala Tukang
p.
150,000.00 p.
1,500.00
p.
110,000.00 p.
55.00
p.
JUMLAH
!
"
11,005.00 p.
15,#50.00 p. p.
2,6#5.50
Du)la+
p.
2!,430.50
p.
2#%&'0.00
1 BUAH PEMASANGAN GRENDEL JENDELA 1.0000 B+ rendel Dendela
p.
15,#50.00
0.0100 Pekerja
p.
85,000.00 p.
850.00
0.1000 Tukang Kayu
p.
86,000.00 p.
8,600.00
0.0100 Kepala Tukang
p.
150,000.00 p.
1,500.00
p.
110,000.00 p.
0.00050 Mandor
p.
p.
15,#50.00
55.00 11,005.00 p.
15,#50.00 p.
26,#55.00
p.
2,6#5.50
p.
2!,430.50
p.
2#%&'0.00
*Cer+ead 10 Du)la+ i'ulakan
6
A.&..2.#. PEMASANGAN 1 BH KAIT ANGIN 1.0000 B+ Kai &ngin
p.
14,5!5.00
p.
0.0150 Pekerja
p.
85,000.00 p.
1,2#5.00
0.1500 Tukang Kayu
p.
86,000.00 p.
12,!00.00
0.0150 Kepala Tukang
p.
150,000.00 p.
2,250.00
0.0080 Mandor
p.
110,000.00 p.
880.00
p.
1#,305.00 p.
14,5!5.00
14,5!5.00 p. p.
3,1!0.00
Du)la+
p.
35,0!0.00
p.
'$%0#0.00
1 BH TANGAN 5 TANGAN JENDELA 1.0000 B+ Tangan Tangan Dendela
p.
!,000.00
p.
0.0100 Pekerja
p.
85,000.00 p.
850.00
0.1000 Tukang Kayu
p.
86,000.00 p.
8,600.00
0.0100 Kepala Tukang
p.
150,000.00 p.
1,500.00
0.0005 Mandor
p.
110,000.00 p. p.
!,000.00
55.00 11,005.00 p.
!,000.00 p.
20,005.00
p.
2,000.50
p.
22,005.50
p.
22%00$.00
*Cer+ead 10 Du)la+ i'ulakan
8
A.&..2.1#. 1 M2 PEMASANGAN KA,A% TEBAL 12 // ( B><= ) 1.1000 M2 Kaa
p.
0.0250 Pekerja
p.
600,000.00
p.
85,000.00 p.
2,125.00
0.2500 Tukang Kayu
p.
86,000.00 p.
21,500.00
0.0250 Kepala Tukang
p.
150,000.00 p.
3,#50.00
p.
110,000.00 p.
0.00130 Mandor
p.
660,000.00
143.00 2#,518.00 p.
660,000.00 p.
68#,518.00
*Cer+ead 10
p.
68,#51.80
Du)la+
p.
#56,26!.80
p.
7$%2#.00
i'ulakan
!
31,!00.00
*Cer+ead 10
i'ulakan
#
26,#55.00
*Cer+ead 10
i'ulakan
5
15,#50.00
850.00
0.1000 Tukang Kayu
0.00050 Mandor
BAHAN
A.&..2.18.. 1 M2 PEMASANGAN KA,A% TEBAL 8 // 1.1000 M2 Kaa
p.
0.01#0 Pekerja
p.
85,000.00 p.
1,445.00
0.1#00 Tukang Kayu
p.
86,000.00 p.
14,620.00
0.01#0 Kepala Tukang
p.
150,000.00 p.
2,550.00
p.
110,000.00 p.
0.0000! Mandor
320,000.00
p.
p.
352,000.00
!.!0 18,624.!0 p.
352,000.00 p.
3#0,624.!0
*Cer+ead 10
p.
3#,062.4!
Du)la+
p.
40#,68#.3!
p.
&07%87.00
i'ulakan
Daftar Anali"a Harga Satuan #eker$aan %&n"truk"i Jarak Dekat %a'upaten S&l&k Tahun 2018
Hal. 44 dari 127
No
U RAIAN
H. SATUAN
UPAH
BAHAN
JUMLAH
a
b
c
!
"
10 A.&..2.17. 1 M2 PEMASANGAN KA,A% TEBAL $ // 1.1000 M2 Kaa
p.
0.0150 Pekerja
p.
85,000.00 p.
1,2#5.00
0.1500 Tukang Kayu
p.
86,000.00 p.
12,!00.00
0.0150 Kepala Tukang
p.
150,000.00 p.
2,250.00
p.
110,000.00 p.
0.00080 Mandor
120,000.00
p.
p.
132,000.00
88.00 16,513.00 p.
132,000.00 p.
148,513.00
*Cer+ead 10
p.
14,851.30
Du)la+
p.
163,364.30
i'ulakan
p.
1'%'&.00
11 A.&..2.1. 1 M2 PEMASANGAN KA,A% TEBAL ' // 1.1000 M2 Kaa
p.
!8,000.00
0.0150 Pekerja
p.
85,000.00 p.
1,2#5.00
0.1500 Tukang Kayu
p.
86,000.00 p.
12,!00.00
0.0150 Kepala Tukang
p.
150,000.00 p.
2,250.00
p.
110,000.00 p.
0.000#5 Mandor
p.
p.
12 A.&..2 .18.
82.50 16,50#.50 p.
10#,800.00 p.
124,30#.50
*Cer+ead 10
p.
12,430.#5
Du)la+
p.
136,#38.25
i'ulakan
p.
1'%7'8.00
1 M2 PEMASANGAN KA,A RA3BAN% TEBAL 8 //
1.1000 M2 Kaa ay'an
p.
0.0150 Pekerja
p.
85,000.00 p.
1,2#5.00
0.1500 Tukang Kayu
p.
86,000.00 p.
12,!00.00
0.0150 Kepala Tukang
p.
150,000.00 p.
2,250.00
p.
110,000.00 p.
82.50
0.000#5 Mandor
420,000.00
p.
p.
13 A.&..2 .17.
10#,800.00
16,50#.50 p.
462,000.00
462,000.00 p.
4#8,50#.50
*Cer+ead 10
p.
4#,850.#5
Du)la+
p.
526,358.25
i'ulakan
p.
$2%'$8.00
1 M2 PEMASANGAN KA,A RA3BAN% TEBAL $ //
1.1000 M2 Kaa ay'an
p.
0.0150 Pekerja
p.
85,000.00 p.
1,2#5.00
0.1500 Tukang Kayu
p.
86,000.00 p.
12,!00.00
0.0150 Kepala Tukang
p.
150,000.00 p.
2,250.00
p.
110,000.00 p.
0.000#5 Mandor
135,000.00
p.
p.
148,500.00
82.50 16,50#.50 p.
148,500.00 p.
165,00#.50
*Cer+ead 10
p.
16,500.#5
Du)la+
p.
181,508.25
i'ulakan
p.
181%$08.00
14 A.&..2 .1. 1 M2 PEMASANGAN KA,A RA3BAN% TEBAL ' // 1.1000 M2 Kaa ay'an
p.
0.0150 Pekerja
p.
85,000.00 p.
1,2#5.00
0.1500 Tukang Kayu
p.
86,000.00 p.
12,!00.00
0.0150 Kepala Tukang
p.
150,000.00 p.
2,250.00
p.
110,000.00 p.
82.50
0.000#5 Mandor
118,000.00
p.
p.
16,50#.50 p.
12!,800.00
12!,800.00 p.
146,30#.50
*Cer+ead 10
p.
14,630.#5
Du)la+
p.
160,!38.25
i'ulakan
p.
10%#'8.00
III PEKERJAAN PENUTUP LANTAI DAN PENUTUP DINDING
1
A.&.&.'.'&. 1 M2 PEMASANGAN LANTAI KERAMIK UKURAN (&0&0) ,M 6.#000 B+ -'in Kera)ik
p.
12,250.00
p.
82,0#5.00
p.
1,226.00
p.
12,260.00
0.0450 M3 Pa%ir Pa%ang
p.
150,000.00
p.
6,#50.00
0.5000 Kg (e)en :arna
p.
!,!00.00
p.
4,!50.00
0.#000 Pekerja
p.
10.0000 Kg (e)en Porland P""
85,000.00 p.
5!,500.00
0.3500 Tukang Bau
p.
!1,000.00 p.
31,850.00
0.0350 Kepala Tukang
p.
150,000.00 p.
5,250.00
Daftar Anali"a Harga Satuan #eker$aan %&n"truk"i Jarak Dekat %a'upaten S&l&k Tahun 2018
Hal. 4 dari 127
No
U RAIAN
a
H. SATUAN
UPAH
c
b 0.0300 Mandor
p.
110,000.00 p. p.
BAHAN
JUMLAH
!
"
!!,!00.00 p.
106,035.00 p.
205,!35.00
p.
20,5!3.50
p.
226,528.50
p.
22%$28.00
*Cer+ead 10 Du)la+ i'ulakan
2
A.&.&.'.'&. 1 M2 PEMASANGAN LANTAI KERAMIK BERMTIF UKURAN (&0&0) ,M 6.#000 B+ -'in Kera)ik
p.
13,083.33
p.
8#,658.33
p.
1,226.00
p.
12,260.00
0.0450 M3 Pa%ir Pa%ang
p.
150,000.00
p.
6,#50.00
0.5000 Kg (e)en :arna
p.
!,!00.00
p.
4,!50.00
0.#000 Pekerja
p.
10.0000 Kg (e)en Porland P""
85,000.00 p.
5!,500.00
0.3500 Tukang Bau
p.
!1,000.00 p.
31,850.00
0.0350 Kepala Tukang
p.
150,000.00 p.
5,250.00
0.0300 Mandor
p.
110,000.00 p. p.
3,300.00 !!,!00.00 p.
111,618.33 p. p.
21,151.83
Du)la+
p.
232,6#0.1#
p.
2'2%70.00
A.&.&.'.'$. 1 M2 PEMASANGAN LANTAI KERAMIK UKURAN ('0'0) ,M 11.8#00 B+ -'in Kera)ik
p.
6,681.82
p.
#!,313.18
10.0000 Kg (e)en Porland P""
p.
1,226.00
p.
12,260.00
0.0450 M3 Pa%ir Pa%ang
p.
150,000.00
p.
6,#50.00
0.5000 Kg (e)en :arna
p.
!,!00.00
p.
4,!50.00
0.#000 Pekerja
p.
85,000.00 p.
5!,500.00
0.3500 Tukang Bau
p.
!1,000.00 p.
31,850.00
0.0350 Kepala Tukang
p.
150,000.00 p.
5,250.00
0.0350 Mandor
p.
110,000.00 p.
3,850.00
p.
100,450.00 p.
103,2#3.18 p. p.
20,3#2.32
Du)la+
p.
224,0!5.50
p.
22&%0#$.00
A.&.&.'.'$. 1 M2 PEMASANGAN LANTAI KERAMIK BERMTIF UKURAN ('0'0) ,M 11.8#00 B+ -'in Kera)ik
p.
10.0000 Kg (e)en Porland P""
#,136.36
p.
84,#08.64 12,260.00
p.
1,226.00
p.
0.0450 M3 Pa%ir Pa%ang
p.
150,000.00
p.
6,#50.00
0.5000 Kg (e)en :arna
p.
!,!00.00
p.
4,!50.00
0.#000 Pekerja
p.
85,000.00 p.
5!,500.00
0.3500 Tukang Bau
p.
!1,000.00 p.
31,850.00
0.0350 Kepala Tukang
p.
150,000.00 p.
5,250.00
0.0350 Mandor
p.
110,000.00 p. p.
3,850.00 100,450.00 p.
108,668.64 p.
20!,118.64
p.
20,!11.86
p.
230,030.50
p.
2'0%0'0.00
*Cer+ead 10 Du)la+ i'ulakan
5
A.&.&.'.'. 1 M2 PEMASANGAN LANTAI KERAMIK UKURAN (2020) ,M 26.5000 B+ -'in Kera)ik
p.
2,814.00
p.
#4,5#1.00
10.4000 Kg (e)en Porland P""
p.
1,226.00
p.
12,#50.40
0.0450 M3 Pa%ir Pa%ang
p.
150,000.00
p.
6,#50.00
0.5000 Kg (e)en :arna
p.
!,!00.00
p.
4,!50.00
0.#000 Pekerja
p.
85,000.00 p.
5!,500.00
0.3500 Tukang Bau
p.
!1,000.00 p.
31,850.00
0.0350 Kepala Tukang
p.
150,000.00 p.
5,250.00
0.0350 Mandor
p.
110,000.00 p. p.
3,850.00 100,450.00 p.
!!,021.40 p.
1!!,4#1.40
*Cer+ead 10
p.
1!,!4#.14
Du)la+
p.
21!,418.54
p.
21#%&18.00
i'ulakan
6
203,#23.18
*Cer+ead 10
i'ulakan
4
211,518.33
*Cer+ead 10
i'ulakan
3
3,300.00
A.&.&.'.'. 1 M2 PEMASANGAN LANTAI KERAMIK BERMTIF UKURAN (2020) ,M 26.5000 B+ -'in Kera)ik
p.
3,014.00
p.
#!,8#1.00
10.4000 Kg (e)en Porland P""
p.
1,226.00
p.
12,#50.40
0.0450 M3 Pa%ir Pa%ang
p.
150,000.00
p.
6,#50.00
0.5000 Kg (e)en :arna
p.
!,!00.00
p.
4,!50.00
Daftar Anali"a Harga Satuan #eker$aan %&n"truk"i Jarak Dekat %a'upaten S&l&k Tahun 2018
Hal. 4! dari 127
No
U RAIAN
H. SATUAN
UPAH
BAHAN
JUMLAH
a
b
c
!
"
0.#000 Pekerja
p.
85,000.00 p.
5!,500.00
0.3500 Tukang Bau
p.
!1,000.00 p.
31,850.00
0.0350 Kepala Tukang
p.
150,000.00 p.
5,250.00
0.0350 Mandor
p.
110,000.00 p. p.
#
104,321.40 p.
204,##1.40
p.
20,4##.14
Du)la+
p.
225,248.54
i'ulakan
p.
22$%2&8.00
A.&.&.'.'. 1 M2 PEMASANGAN LANTAI KERAMIK UKURAN (2$2$) ,M 16.8000 B+ -'in Kera)ik
p.
4,18#.50
p.
#0,350.00
10.4000 Kg (e)en Porland P""
p.
1,226.00
p.
12,#50.40
0.0450 M3 Pa%ir Pa%ang
p.
150,000.00
p.
6,#50.00
0.5000 Kg (e)en :arna
p.
!,!00.00
p.
4,!50.00
0.#000 Pekerja
p.
85,000.00 p.
5!,500.00
0.3500 Tukang Bau
p.
!1,000.00 p.
31,850.00
0.0350 Kepala Tukang
p.
150,000.00 p.
5,250.00
0.0350 Mandor
p.
110,000.00 p.
3,850.00 100,450.00 p.
!4,800.40 p.
1!5,250.40
*Cer+ead 10
p.
1!,525.04
Du)la+
p.
214,##5.44
i'ulakan
p.
21&%77$.00
A.&.&.'.'. 1 M2 PEMASANGAN LANTAI KERAMIK BERMTIF UKURAN (2$2$) ,M 16.8000 B+ -'in Kera)ik
p.
10.4000 Kg (e)en Porland P""
4,500.00
p.
#5,600.00 12,#50.40
p.
1,226.00
p.
0.0450 M3 Pa%ir Pa%ang
p.
150,000.00
p.
6,#50.00
0.5000 Kg (e)en :arna
p.
!,!00.00
p.
4,!50.00
0.#000 Pekerja
p.
85,000.00 p.
5!,500.00
0.3500 Tukang Bau
p.
!1,000.00 p.
31,850.00
0.0350 Kepala Tukang
p.
150,000.00 p.
5,250.00
0.0350 Mandor
p.
110,000.00 p. p.
!
3,850.00 100,450.00 p.
*Cer+ead 10
p.
8
3,850.00 100,450.00 p.
100,050.40 p.
200,500.40
*Cer+ead 10
p.
20,050.04
Du)la+
p.
220,550.44
i'ulakan
p.
220%$$0.00
A.&.&.'.1'. 1 M2 PEMASANGAN LANTAI GRANITE UKURAN (00) ,M 3.1000 B+ ranie
p.
45,000.00
p.
13!,500.00
!.6000 Kg (e)en Porland P""
p.
1,226.00
p.
11,#6!.60
0.0450 M3 Pa%ir Pa%ang
p.
150,000.00
p.
6,#50.00
1.5000 Kg (e)en :arna
p.
!,!00.00
p.
14,850.00
0.2400 Pekerja
p.
85,000.00 p.
20,400.00
0.1200 Tukang Bau
p.
!1,000.00 p.
10,!20.00
0.0120 Kepala Tukang
p.
150,000.00 p.
1,800.00
0.0120 Mandor
p.
110,000.00 p. p.
1,320.00 34,440.00 p.
1#2,86!.60 p.
20#,30!.60
p.
20,#30.!6
*Cer+ead 10 Du)la+
p.
i'ulakan
p.
228,040.56
228%0&0.00
10 A.&.&.'.#. PEMASANGAN 1 M2 LANTAI UBIN GRANIT UKURAN &0 &0 ,M 6.6300 B+ ranie
p.
28,000.00
p.
185,640.00
!.8000 Kg (e)en Porland P""
p.
1,226.00
p.
12,014.80
0.0450 M3 Pa%ir Pa%ang
p.
150,000.00
p.
6,#50.00
1.3000 Kg (e)en :arna
p.
!,!00.00
p.
12,8#0.00
0.2500 Pekerja
p.
85,000.00 p.
21,250.00
0.1250 Tukang Bau
p.
!1,000.00 p.
11,3#5.00
0.0130 Kepala Tukang
p.
150,000.00 p.
1,!50.00
0.0130 Mandor
p.
110,000.00 p. p.
1,430.00 36,005.00 p.
21#,2#4.80 p.
253,2#!.80
*Cer+ead 10
p.
25,32#.!8
Du)la+
p.
2#8,60#.#8
i'ulakan
p.
278%07.00
11 A.&.&.'.'#. 1 M* PEMASANGAN PLINT KERAMIK UKURAN (1020) ,M
Daftar Anali"a Harga Satuan #eker$aan %&n"truk"i Jarak Dekat %a'upaten S&l&k Tahun 2018
Hal. 47 dari 127
No
U RAIAN
a
b 5.3000 B+ Plin Kera)ik
p.
1.1400 Kg (e)en Porland P"" 0.0030 M3 Pa%ir Pa%ang
H. SATUAN
UPAH
c
BAHAN
JUMLAH
!
"
6,300.00
p.
33,3!0.00
p.
1,226.00
p.
1,3!#.64
p.
150,000.00
p.
450.00
0.0250 Kg (e)en :arna
p.
!,!00.00
p.
24#.50
0.0!00 Pekerja
p.
85,000.00 p.
#,650.00
0.0!00 Tukang Bau
p.
!1,000.00 p.
8,1!0.00
0.0350 Kepala Tukang
p.
150,000.00 p.
5,250.00
0.0050 Mandor
p.
110,000.00 p. p.
550.00 21,640.00 p.
35,485.14 p.
5#,125.14
*Cer+ead 10
p.
5,#12.51
Du)la+
p.
62,83#.65
p.
2%8'7.00
i'ulakan
12 A.&.&.'.&0. 1 M* PEMASANGAN PLINT KERAMIK UKURAN (1010) ,M 10.6000 B+ Plin Kera)ik
p.
2,800.00
p.
2!,680.00
p.
1,226.00
p.
1,3!#.64
0.0030 M3 Pa%ir Pa%ang
p.
150,000.00
p.
450.00
0.0500 Kg (e)en :arna
p.
!,!00.00
p.
4!5.00
0.0!00 Pekerja
p.
85,000.00 p.
0.0!00 Tukang Bau
p.
!1,000.00 p.
8,1!0.00
0.0350 Kepala Tukang
p.
150,000.00 p.
5,250.00
0.0050 Mandor
p.
110,000.00 p.
550.00
1.1400 Kg (e)en Porland P""
p.
#,650.00
21,640.00 p.
32,022.64 p.
53,662.64
*Cer+ead 10
p.
5,366.26
Du)la+
p.
5!,028.!0
p.
$#%028.00
i'ulakan
13 A.&.&.'.&1. 1 M* PEMASANGAN PLINT KERAMIK UKURAN ($620) ,M 5.3000 B+ Plin Kera)ik
p.
5,#00.00
p.
30,210.00
0.5#00 Kg (e)en Porland P"" 0.0015 M3 Pa%ir Pa%ang
p.
1,226.00
p.
6!8.82
p.
150,000.00
p.
225.00
0.0130 Kg (e)en :arna
p.
!,!00.00
p.
128.#0
0.0!00 Pekerja
p.
85,000.00 p.
0.0!00 Tukang Bau
p.
!1,000.00 p.
8,1!0.00
0.0350 Kepala Tukang
p.
150,000.00 p.
5,250.00
0.0050 Mandor
p.
110,000.00 p. p.
#,650.00
550.00 21,640.00 p.
31,262.52 p.
52,!02.52
p.
5,2!0.25
p.
58,1!2.##
p.
$8%1#2.00
*Cer+ead 10 Du)la+ i'ulakan
14 A.&.&.'.$&. 1 M2 PEMASANGAN DINDING KERAMIK UKURAN (202$) ,M 21.5000 B+ Kera)ik
p.
3,412.50
p.
#3,368.#5
!.3000 Kg (e)en Porland P""
p.
1,226.00
p.
11,401.80
0.0180 M3 Pa%ir Pa%ang
p.
150,000.00
p.
2,#00.00
1.!400 Kg (e)en :arna
p.
!,!00.00
p.
1!,206.00
0.!000 Pekerja
p.
85,000.00 p.
#6,500.00
0.4500 Tukang Bau
p.
!1,000.00 p.
40,!50.00
0.0450 Kepala Tukang
p.
150,000.00 p.
6,#50.00
0.0450 Mandor
p.
110,000.00 p. p.
4,!50.00 12!,150.00 p.
106,6#6.55 p.
235,826.55
*Cer+ead 10
p.
23,582.66
Du)la+
p.
25!,40!.21
p.
2$#%&0#.00
i'ulakan
15 A.&.&.'.$&. 1 M2 PEMASANGAN DINDING KERAMIK BERMTIF UKURAN (202$) ,M 21.5000 B+ Kera)ik
p.
3,662.50
p.
#8,#43.#5
p.
1,226.00
p.
11,401.80
0.0180 M3 Pa%ir Pa%ang
p.
150,000.00
p.
2,#00.00
1.!400 Kg (e)en :arna
p.
!,!00.00
p.
1!,206.00
0.!000 Pekerja
p.
!.3000 Kg (e)en Porland P""
85,000.00 p.
#6,500.00
0.4500 Tukang Bau
p.
!1,000.00 p.
40,!50.00
0.0450 Kepala Tukang
p.
150,000.00 p.
6,#50.00
0.0450 Mandor
p.
110,000.00 p. p.
*Cer+ead 10
Daftar Anali"a Harga Satuan #eker$aan %&n"truk"i Jarak Dekat %a'upaten S&l&k Tahun 2018
4,!50.00 12!,150.00 p.
112,051.55 p.
241,201.55
p.
24,120.16
Hal. 48 dari 127
No
U RAIAN
a
b
H. SATUAN
UPAH
BAHAN
c
!
JUMLAH "
Du)la+
p.
i'ulakan
p.
265,321.#1
2$%'21.00
16 A.&.&.'.$&. 1 M2 PEMASANGAN DINDING KERAMIK UKURAN (2$&0) ,M 10.5000 B+ Kera)ik
p.
!,500.00
p.
!!,#50.00
p.
1,226.00
p.
11,401.80
0.0180 M3 Pa%ir Pa%ang
p.
150,000.00
p.
2,#00.00
1.!400 Kg (e)en :arna
p.
!,!00.00
p.
1!,206.00
0.!000 Pekerja
p.
!.3000 Kg (e)en Porland P""
85,000.00 p.
#6,500.00
0.4500 Tukang Bau
p.
!1,000.00 p.
40,!50.00
0.0450 Kepala Tukang
p.
150,000.00 p.
6,#50.00
0.0450 Mandor
p.
110,000.00 p.
4,!50.00
p.
12!,150.00 p.
133,05#.80 p.
262,20#.80
*Cer+ead 10
p.
26,220.#8
Du)la+
p.
288,428.58
i'ulakan
p.
288%&28.00
1# A.&.&.'.$&. 1 M2 PEMASANGAN DINDING KERAMIK BERMTIF UKURAN (2$&0) ,M 10.5000 B+ Kera)ik
p.
10,000.00
p.
105,000.00 11,401.80
!.3000 Kg (e)en Porland P""
p.
1,226.00
p.
0.0180 M3 Pa%ir Pa%ang
p.
150,000.00
p.
2,#00.00
1.!400 Kg (e)en :arna
p.
!,!00.00
p.
1!,206.00
0.!000 Pekerja
p.
85,000.00 p.
#6,500.00
0.4500 Tukang Bau
p.
!1,000.00 p.
40,!50.00
0.0450 Kepala Tukang
p.
150,000.00 p.
6,#50.00
0.0450 Mandor
p.
110,000.00 p. p.
4,!50.00 12!,150.00 p.
138,30#.80 p.
26#,45#.80
*Cer+ead 10
p.
26,#45.#8
Du)la+
p.
2!4,203.58
i'ulakan
p.
2#&%20'.00
18 A.&.&.'.$8. 1 M2 PEMASANGAN DINDING BATU ALAM ANDESIT 1.1000 M2 Bau &la) &nde%i
p.
1#2,500.00
p.
18!,#50.00
p.
1,226.00
p.
14,405.50
0.0350 M3 Pa%ir Pa%ang
p.
150,000.00
p.
5,250.00
0.#000 Pekerja
p.
85,000.00 p.
5!,500.00
0.3500 Tukang Bau
p.
!1,000.00 p.
31,850.00
0.0350 Kepala Tukang
p.
150,000.00 p.
5,250.00
0.0350 Mandor
p.
110,000.00 p.
11.#500 Kg (e)en Porland P""
p.
3,850.00 100,450.00 p.
20!,405.50 p.
30!,855.50
*Cer+ead 10
p.
30,!85.55
Du)la+
p.
340,841.05
i'ulakan
p.
'&0%8&1.00
1! A.&.&.'.&. PEMASANGAN 1 M2 PAING BL,K NATURAL TEBAL ,M ( 10 20 ) 50.000 B+ PaCing Blok aural Te'al 6 )
p.
1,!00.00
p.
!5,000.00
0.0500 M3 Pa%ir Beon
p.
150,000.00
p.
#,500.00
0.2500 Pekerja
p.
85,000.00 p.
21,250.00
0.5000 Tukang Bau
p.
!1,000.00 p.
45,500.00
0.0500 Kepala Tukang
p.
150,000.00 p.
#,500.00
0.0013 Mandor
p.
110,000.00 p.
143.00
p.
#4,3!3.00 p.
102,500.00 p.
1#6,8!3.00
*Cer+ead 10
p.
1#,68!.30
Du)la+
p.
1!4,582.30
i'ulakan
p.
1#&%$82.00
20 A.&.&.'.$. PEMASANGAN 1 M2 PAING BL,K NATURAL TEBAL 8 ,M ( 10 20 ) 50.000 B+ PaCing Blok aural Te'al 8 )
p.
2,300.00
p.
115,000.00
0.0500 M3 Pa%ir Beon
p.
150,000.00
p.
#,500.00
0.5000 Pekerja
p.
85,000.00 p.
42,500.00
0.5000 Tukang Bau
p.
!1,000.00 p.
45,500.00
0.0500 Kepala Tukang
p.
150,000.00 p.
#,500.00
0.0013 Mandor
p.
110,000.00 p. p.
143.00 !5,643.00 p.
122,500.00 p.
218,143.00
*Cer+ead 10
p.
21,814.30
Du)la+
p.
23!,!5#.30
Daftar Anali"a Harga Satuan #eker$aan %&n"truk"i Jarak Dekat %a'upaten S&l&k Tahun 2018
Hal. 4( dari 127
No
U RAIAN
a
b
H. SATUAN
UPAH
BAHAN
c
!
JUMLAH "
i'ulakan
p.
2'#%#$7.00
21 A.&.&.'.. PEMASANGAN 1 M2 PAING BL,K BER+ARNA TEBAL ,M ( 10 20 ) 50.000 B+ PaCing Blok Ber9arna Te'al 6 )
p.
2,100.00
p.
105,000.00
0.0500 M3 Pa%ir Beon
p.
150,000.00
p.
#,500.00
0.2500 Pekerja
p.
85,000.00 p.
21,250.00
0.5000 Tukang Bau
p.
!1,000.00 p.
45,500.00
0.0500 Kepala Tukang
p.
150,000.00 p.
#,500.00
0.0013 Mandor
p.
110,000.00 p.
143.00
p.
#4,3!3.00 p.
112,500.00 p.
186,8!3.00
*Cer+ead 10
p.
18,68!.30
Du)la+
p.
205,582.30
p.
20$%$82.00
i'ulakan
22 A.&.&.'.7. PEMASANGAN 1 M2 PAING BL,K BER+ARNA TEBAL 8 ,M ( 10 20 ) 50.000 B+ PaCing Blok Ber9arna Te'al 8 )
p.
2,500.00
p.
125,000.00
0.0500 M3 Pa%ir Beon
p.
150,000.00
p.
#,500.00
0.5000 Pekerja
p.
85,000.00 p.
42,500.00
0.5000 Tukang Bau
p.
!1,000.00 p.
45,500.00
0.0500 Kepala Tukang
p.
150,000.00 p.
#,500.00
0.0013 Mandor
p.
110,000.00 p. p.
143.00 !5,643.00 p.
132,500.00 p.
228,143.00
*Cer+ead 10
p.
22,814.30
Du)la+
p.
250,!5#.30
p.
2$0%#$7.00
i'ulakan
23 A.&.&.'.&. PEMASANGAN 1 M2 PAING BL,K NATURAL TEBAL ,M ( HEAGN ) 36.000 B+ PaCing Blok aural Te'al 6 )
p.
2,625.00
p.
!4,500.00
0.0500 M3 Pa%ir Beon
p.
150,000.00
p.
#,500.00
0.2500 Pekerja
p.
85,000.00 p.
21,250.00
0.5000 Tukang Bau
p.
!1,000.00 p.
45,500.00
0.0500 Kepala Tukang
p.
150,000.00 p.
#,500.00
0.0013 Mandor
p.
110,000.00 p. p.
143.00 #4,3!3.00 p.
102,000.00 p.
1#6,3!3.00
p.
1#,63!.30
p.
1!4,032.30
p.
1#&%0'2.00
*Cer+ead 10 Du)la+ i'ulakan
24 A.&.&.'.$. PEMASANGAN 1 M2 PAING BL,K NATURAL TEBAL 8 ,M ( HEAGN ) 36.000 B+ PaCing Blok aural Te'al 8 )
p.
2,800.00
p.
100,800.00
0.0500 M3 Pa%ir Beon
p.
150,000.00
p.
#,500.00
0.5000 Pekerja
p.
85,000.00 p.
42,500.00
0.5000 Tukang Bau
p.
!1,000.00 p.
45,500.00
0.0500 Kepala Tukang
p.
150,000.00 p.
#,500.00
0.0013 Mandor
p.
110,000.00 p. p.
143.00 !5,643.00 p.
108,300.00 p.
203,!43.00
*Cer+ead 10
p.
20,3!4.30
Du)la+
p.
224,33#.30
p.
22&%''7.00
i'ulakan
25 A.&.&.'.. PEMASANGAN 1 M2 PAING BL,K BER+ARNA TEBAL ,M ( HEAGN ) 36.000 B+ PaCing Blok Ber9arna Te'al 6 )
p.
2,825.00
p.
101,#00.00
0.0500 M3 Pa%ir Beon
p.
150,000.00
p.
#,500.00
0.2500 Pekerja
p.
85,000.00 p.
21,250.00
0.5000 Tukang Bau
p.
!1,000.00 p.
45,500.00
0.0500 Kepala Tukang
p.
150,000.00 p.
#,500.00
0.0013 Mandor
p.
110,000.00 p.
143.00
p.
#4,3!3.00 p.
10!,200.00 p.
183,5!3.00
*Cer+ead 10
p.
18,35!.30
Du)la+
p.
201,!52.30
p.
201%#$2.00
i'ulakan
26 A.&.&.'.7. PEMASANGAN 1 M2 PAING BL,K BER+ARNA TEBAL 8 ,M ( HEAGN ) 36.000 B+ PaCing Blok Ber9arna Te'al 8 )
p.
3,150.00
p.
113,400.00
0.0500 M3 Pa%ir Beon
p.
150,000.00
p.
#,500.00
Daftar Anali"a Harga Satuan #eker$aan %&n"truk"i Jarak Dekat %a'upaten S&l&k Tahun 2018
Hal. 0 dari 127
No
U RAIAN
a
H. SATUAN
UPAH
BAHAN
JUMLAH
c
!
"
b 0.5000 Pekerja
p.
85,000.00 p.
42,500.00
0.5000 Tukang Bau
p.
!1,000.00 p.
45,500.00
0.0500 Kepala Tukang
p.
150,000.00 p.
#,500.00
0.0013 Mandor
p.
110,000.00 p. p.
143.00 !5,643.00 p.
120,!00.00 p.
216,543.00
p.
21,654.30
p.
238,1!#.30
p.
2'8%1#7.00
*Cer+ead 10 Du)la+ i'ulakan
2# PEMASANGAN 1 M2 PAING BL,K BER+ARNA TEBAL ,M ( '06'0 ) ,ISANGKAN 11.000 B+ PaCing Blok Ber9arna Te'al 6 )
p.
20,3#2.00
p.
224,0!2.00
0.0500 M3 Pa%ir Beon
p.
150,000.00
p.
#,500.00
0.2500 Pekerja
p.
85,000.00 p.
21,250.00
0.5000 Tukang Bau
p.
!1,000.00 p.
45,500.00
0.0500 Kepala Tukang
p.
150,000.00 p.
#,500.00
0.0013 Mandor
p.
110,000.00 p. p.
143.00 #4,3!3.00 p.
231,5!2.00 p.
305,!85.00
*Cer+ead 10
p.
30,5!8.50
Du)la+
p.
336,583.50
p.
''%$8'.00
i'ulakan
I PEKERJAAN PENGE,ATAN
1
A.&.7.1.1. 1 1 M2 PENGIKISANPENGERKAN PERMUKAAN ,AT LAMA 0.0500 Kg (oda &pi
p.
6#,515.00
p.
0.1500 Pekerja
p.
85,000.00 p.
0.0030 Mandor
p.
110,000.00 p. p.
3,3#5.#5
12,#50.00 330.00 13,080.00 p.
3,3#5.#5 p.
*Cer+ead 10
p.
1,645.58
Du)la+
p.
18,101.33
p.
18%101.00
i'ulakan
2
A.&.7.1.2. 1 1 M2 PEN,U,IAN BIDANG PERMUKAAN TEMBK 3ANG PERNAH DI,AT 0.0500 Kg (a'un
p.
15,#50.00
p.
0.1500 Pekerja
p.
85,000.00 p.
0.0030 Mandor
p.
110,000.00 p. p.
#8#.50
12,#50.00 330.00 13,080.00 p.
#8#.50 p.
13,86#.50
p.
1,386.#5
p.
15,254.25
p.
1$%2$&.00
*Cer+ead 10 Du)la+ i'ulakan
3
A.&.7.1 .'. 1 1 M2 PENGERK AN KARAT PADA PERMUKAAN BAJA ,ARA MANUAL 0.0500 Kg (a'un
p.
15,#50.00
p.
0.1500 Pekerja
p.
85,000.00 p.
0.0080 Mandor
p.
110,000.00 p. p.
#8#.50
12,#50.00 880.00 13,630.00 p.
#8#.50 p.
14,41#.50
p.
1,441.#5
p.
15,85!.25
p.
1$%8$#.00
*Cer+ead 10 Du)la+ i'ulakan
4
1 M2 PENGE,ATAN BIDANG KA3U LAMA 0.1500 Kg Pla)ir
p.
36,#50.00
p.
5,512.50
0.1#00 Kg "a a%ar
p.
31,500.00
p.
5,355.00
0.1#00 Kg "a Penuup
p.
50,400.00
p.
8,568.00
0.0#00 Pekerja
p.
85,000.00 p.
0.00#5 Tukang "a
p.
!1,000.00 p.
682.50
0.0060 Kepala Tukang
p.
150,000.00 p.
!00.00
0.0025 Mandor
p.
110,000.00 p. p.
5,!50.00
2#5.00 #,80#.50 p.
1!,435.50 p.
2#,243.00
p.
2,#24.30
p.
2!,!6#.30
p.
2#%#7.00
*Cer+ead 10 Du)la+ i'ulakan
5
16,455.#5
A.&.7.1 .&. 1 1 M2 PENGE,ATAN BIDANG KA3U BARU (1 La>? Pa/><% 1 La>? ,a: Da?a<% 2 a>? ,a: P!;=:=) 0.2000 Kg "a Meni
Daftar Anali"a Harga Satuan #eker$aan %&n"truk"i Jarak Dekat %a'upaten S&l&k Tahun 2018
p.
34,335.00
p.
6,86#.00
Hal. 1 dari 127
No
U RAIAN
a
b 0.1500 Kg Pla)ir
p.
H. SATUAN
UPAH
c
36,#50.00
p.
BAHAN
JUMLAH
!
"
0.1#00 Kg "a a%ar
p.
31,500.00
p.
5,355.00
0.2600 Kg "a Penuup 2 Kali
p.
50,400.00
p.
13,104.00
0.0100 B+ Kua%
p.
18,6!0.00
p.
186.!0
0.0300 Kg Pengener
p.
18,165.00
p.
544.!5
0.2000 $'r &)pela%
p.
6,!30.00
p.
1,386.00
0.0#00 Pekerja
p.
85,000.00 p.
0.00!0 Tukang "a
p.
!1,000.00 p.
81!.00
0.0060 Kepala Tukang
p.
150,000.00 p.
!00.00
0.0030 Mandor
p.
110,000.00 p. p.
5,!50.00
330.00 #,!!!.00 p.
32,!56.35 p.
40,!55.35
p.
4,0!5.54
*Cer+ead 10
6
5,512.50
Du)la+
p.
i'ulakan
p.
45,050.8!
&$%0$0.00
A.&.7.1.$. 1 M2 PENGE,ATAN BIDANG KA3U BARU (1 La>? Pa/><% 1 La>? ,a: Da?a<% ' La>? ,a: P!;=:=) 0.2000 Kg "a Meni
p.
34,335.00
p.
6,86#.00
0.1500 Kg Pla)ir
p.
36,#50.00
p.
5,512.50
0.1#00 Kg "a a%ar
p.
31,500.00
p.
5,355.00
0.3500 Kg "a Penuup 3 Kali
p.
50,400.00
p.
1#,640.00
0.0100 B+ Kua%
p.
18,6!0.00
p.
186.!0
0.0300 Kg Pengener
p.
18,165.00
p.
544.!5
0.2000 $'r &)pela%
p.
6,!30.00
p.
1,386.00
0.0#00 Pekerja
p.
85,000.00 p.
5,!50.00
0.1050 Tukang "a
p.
!1,000.00 p.
!,555.00
0.0040 Kepala Tukang
p.
150,000.00 p.
600.00
0.0030 Mandor
p.
110,000.00 p. p.
#
330.00 16,435.00 p.
3#,4!2.35 p.
53,!2#.35
*Cer+ead 10
p.
5,3!2.#4
Du)la+
p.
5!,320.0!
i'ulakan
p.
$#%'20.00
A.&.7.1.10 1 M2 PENGE,ATAN TEMBK BARU (1 La>? Pa/><% 1 La>? ,a: Da?a<% 2 La>? ,a: P!;=:=) 0.1000 Kg Pla)ir
p.
21,000.00
p.
0.1000 Kg "a a%ar
p.
31,500.00
p.
3,150.00
0.2600 Kg "a Penuup 2 Kali
p.
25,200.00
p.
6,552.00
0.0200 Pekerja
p.
85,000.00 p.
1,#00.00
0.0630 Tukang "a
p.
!1,000.00 p.
5,#33.00
0.0063 Kepala Tukang
p.
150,000.00 p.
!45.00
0.0030 Mandor
p.
110,000.00 p.
330.00
p.
8
2,100.00
8,#08.00 p.
11,802.00 p.
20,510.00
*Cer+ead 10
p.
2,051.00
Du)la+
p.
22,561.00
i'ulakan
p.
22%$1.00
A.&.7.1.10 1 M2 PENGE,ATAN TEMBK BARU (ETERIR) DENGAN DULU +EATHERSHEALD 0.1250 Kg &lkali
p.
42,000.00
p.
5,250.00
0.2600 Kg "a ulu? :ea+er%+eald ?erior
p.
118,!65.00
p.
30,!30.!0
0.0200 Pekerja
p.
85,000.00 p.
1,#00.00
0.0630 Tukang "a
p.
!1,000.00 p.
5,#33.00
0.0063 Kepala Tukang
p.
150,000.00 p.
!45.00
0.0030 Mandor
p.
110,000.00 p.
330.00
p.
!
8,#08.00 p.
36,180.!0 p.
44,888.!0
*Cer+ead 10
p.
4,488.8!
Du)la+
p.
4!,3##.#!
i'ulakan
p.
%'77.00
A.&.7.1.11. 1 M2 PENGE,ATAN TEMBK LAMA (1 La>? ,a: a?a<% 2 La>? ,a: P!;=:=) 0.1200 Kg "a a%ar
p.
31,500.00
p.
3,#80.00
0.1800 Kg "a Penuup 2 Kali
p.
25,200.00
p.
4,536.00
0.0280 Pekerja
p.
85,000.00 p.
2,380.00
0.0420 Tukang "a
p.
!1,000.00 p.
3,822.00
Daftar Anali"a Harga Satuan #eker$aan %&n"truk"i Jarak Dekat %a'upaten S&l&k Tahun 2018
Hal. 2 dari 127
No
U RAIAN
a
b
H. SATUAN
UPAH
c
0.0042 Kepala Tukang
p.
150,000.00 p.
0.0030 Mandor
p.
110,000.00 p. p.
BAHAN
JUMLAH
!
"
630.00 330.00 #,162.00 p.
8,316.00 p.
15,4#8.00
*Cer+ead 10
p.
1,54#.80
Du)la+
p.
1#,025.80
p.
17%02$.00
i'ulakan
10 A.&.7.1.7. 1 M2 PELABURAN BIDANG KA3U DENGAN PLITUR 0.1500 $r Poliur
p.
53,!#0.00
p.
8,0!5.50
0.3#20 $r Poliur Dadi
p.
53,!#0.00
p.
20,0#6.84
2.0000 $'r &)pela%
p.
6,!30.00
p.
13,860.00
0.0400 Pekerja
p.
85,000.00 p.
3,400.00
0.0600 Tukang "a
p.
!1,000.00 p.
5,460.00
0.0160 Kepala Tukang
p.
150,000.00 p.
2,400.00
0.0030 Mandor
p.
110,000.00 p.
330.00
p.
11,5!0.00 p.
42,032.34 p.
53,622.34
*Cer+ead 10
p.
5,362.23
Du)la+
p.
58,!84.5#
p.
$8%#8&.00
i'ulakan
11 A.&.7.1.#. 1 M2 PELABURAN BIDANG KA3U DENGAN ERNIS 0.1500 $r =erni%
p.
64,8!0.00
p.
!,#33.50
0.0500 Kg e)pul
p.
36,#50.00
p.
1,83#.50
0.1000 $'r &)pela%
p.
6,!30.00
p.
6!3.00
0.1600 Pekerja
p.
85,000.00 p.
13,600.00
0.1600 Tukang "a
p.
!1,000.00 p.
14,560.00
0.0160 Kepala Tukang
p.
150,000.00 p.
2,400.00
0.0030 Mandor
p.
110,000.00 p. p.
330.00 30,8!0.00 p.
12,264.00 p.
43,154.00
*Cer+ead 10
p.
4,315.40
Du)la+
p.
4#,46!.40
p.
&7%&#.00
i'ulakan
12 A.&.7.1.1. 1 M2 PENGE,ATAN PERMUKAAN BAJA DENGAN MENI BESI 0.1000 Kg Meni Be%i
p.
34,335.00
p.
3,433.50
0.0100 B+ Kua%
p.
18,6!0.00
p.
186.!0
0.0200 Pekerja
p.
85,000.00 p.
1,#00.00
0.2000 Tukang "a
p.
!1,000.00 p.
18,200.00
0.0200 Kepala Tukang
p.
150,000.00 p.
3,000.00
0.0025 Mandor
p.
110,000.00 p. p.
2#5.00 23,1#5.00 p.
3,620.40 p.
26,#!5.40
*Cer+ead 10
p.
2,6#!.54
Du)la+
p.
2!,4#4.!4
p.
2#%&7&.00
i'ulakan
13 A.&.7.1 .17. 1 M2 PENGE,ATAN PERMUKAAN BAJA DENGAN MENI BESI DAN PERAN,AH 0.1000 Kg Meni Be%i
p.
34,335.00
p.
3,433.50
0.0100 $r Pengener
p.
18,165.00
p.
181.65
0.0100 B+ Kua%
p.
18,6!0.00
p.
186.!0
0.0020 M3 Perana+ Kayu
p.
2,031,000.00
p.
4,062.00
0.2500 Pekerja
p.
85,000.00 p.
21,250.00
0.2250 Tukang "a
p.
!1,000.00 p.
20,4#5.00
0.0225 Kepala Tukang
p.
150,000.00 p.
3,3#5.00
0.00#5 Mandor
p.
110,000.00 p.
825.00
p.
45,!25.00 p.
#,864.05 p.
53,#8!.05
*Cer+ead 10
p.
5,3#8.!1
Du)la+
p.
5!,16#.!6
p.
$#%17.00
i'ulakan
&ro%uka, 2# 7e'ruari 2018 Kepala ina% Peru)a+an akya, Ka9a%an Per)uki)an dan Perana+an Ka'upaen (olok
Daftar Anali"a Harga Satuan #eker$aan %&n"truk"i Jarak Dekat %a'upaten S&l&k Tahun 2018
Kepala Bidang Peru)a+an ina% Peru)a+an akya, Ka9a%an Per)uki)an dan Perana+an Ka'upaen (olok
Hal. 3 dari 127
No
U RAIAN
H. SATUAN
UPAH
b
c
a
BAHAN
JUMLAH
!
"
DENI PRIHATNI% ST% MT
I<. FIRDAUS% MT
ip. 1!#10515 1!!803 1 01#
P. 1!62081108 1!!203 1 003
Daftar Anali"a Harga Satuan #eker$aan %&n"truk"i Jarak Dekat %a'upaten S&l&k Tahun 2018
Hal. 4 dari 127
REKAPITULASI DAFTAR ANALISA HARGA SATUAN PEKERJAAN TAHUN ANGGARAN 2017 NO
URAIAN
SATUAN
HARGA SATUAN (Rp.)
1
2
3
4
I
PEKERJAAN PERSIAPAN
1 &. 2.2.1.!. 1 M2 PMB(H& $&P&& & P&T&&
M2
15,400.00
2 &. 2.2.1.13. 1 M3 PMB*K&& BT* BT-$&
M3
1,32#,315.00
3 &. 2.2.1.14. 1 M3 PMB*K&& TMB*K B&T&
M3
62#,3!3.00
4 &. 2.2.1.4. 1 M P-K-& & PM&(&& B*-:P$&K
M
36,#!8.00
5 &. 2.2.1.2 1 M PMB-&T& P&& (MT&& & ( $*MB& T 2 M
M
22!,0!0.00
1 &.2.3.1.1. 1 M3 P&$& T&&H B&(& (&$&M 1 MT
M3
#3,150.00
2 &.2.3.1.2 1 M3 P&$& T&&H B&(& (&$&M 2 MT
M3
8!,5!5.00
3 &.2.3.1.3
M3
106,282.00
4 &.2.3.1.4. 1 M3 P&$& T&&H K&( (&$&M 1 MT
M3
!#,3#2.00
5 &.2.3.1.5. 1 M3 P&$& T&&H "&&( (&$&M 1 MT
M3
14#,510.00
6 &.2.3.1.61 M3 P&$& T&&H $-MP- (&$&M 1 MT
M3
11#,645.00
# &.2.3.1.#.
1 M2 PD&& (TPP TB (T 1 MT
M3
5,280.00
8 &.2.3.1.8.
1 M3 PMB-&& T&&H (D&-H 30 M
M3
32,065.00
! &.2.3.1.!.
1 M3 P--& KMB&$ &$& T&&H
II PEKERJAAN TANAH
1 M3 P&$& T&&H B&(& (&$&M 3 MT
M3
52,800.00
10 &.2.3.1.10. 1 M3 PM&&T& T&&H P 20 "M
M3
52,800.00
11 &.2.3.1.11 1 M3 P--& & P&( --
M3
22#,260.00
12 &.2.3.1.14
1 M3 P--& (T- P&&T
M3
158,400.00
13 &.2.3.1.14 1 M3 P--& "&&( P&&T
M3
125,400.00
III PEKERJAAN PONDASI 1 &.3.2.1.1
1 M3 PM&(&& P*&( B&T- B$&H, "&MP-& 1 P" N 3 PP
M3
#83,25#.00
2 &.3.2.1.2 1 M3 PM&(&& P*&( B&T- B$&H, "&MP-& 1 P" N 4 PP
M3
#36,436.00
3 &.3.2.1.3. 1 M3 PM&(&& P*&( B&T- B$&H, "&MP-& 1 P" N 5 PP
M3
#03,!84.00
4 &.3.2.1.!. 1 M3 PM&(&& B&T- K*(* &(T&MP
M3
388,443.00
5 &.3.2.1.10. 1 M3 PM&(&& P*&( (K$*P, 60 BT* "&MP-& 1 P" N 2 PB N 3 K
M3
!05,524.00
6 &.3.2.1.11. 1 M3 PM&(&& P*&( (-M-& &MT 100 "M
M3
#!5,1#2.00
# 1 M2 MM&(& "T&K& "" (-M-&
M2
26!,115.00
8 &.3.2.1.11. PM&(&& 1 M3 P*&( (-M-&, &MT 100 )
M3
#!5,1#2.00
M2
284,2#4.00
M2
2#1,861.00
M2
263,560.00
M2
25!,1#8.00
M2
25#,48!.00
M2
138,030.00
M2
132,184.00
M2
128,808.00
M2
126,684.00
M2
125,510.00
11 &. 4.4.1.8 1 M2 PM&(&& H*$$*:B$*"K HB 15, "&MP-& (P( 1 P" N 3 PP
M2
223,#63.00
12 &. 4.4.1.1! 1 M2 PM&(&& H*$$*:B$*"K HB 15, "&MP-& (P( 1 P" N 4 PP
M2
222,!21.00
13 &. 4.4.1.20 1 M2 PM&(&& H*$$*:B$*"K HB 10, "&MP-& (P( 1 P" N 3 PP
M2
1#2,#53.00
14 &. 4.4.1.21 1 M2 PM&(&& H*$$*:B$*"K HB 10, "&MP-& (P( 1 P" N 4 PP
M2
1#2,62#.00
15 &. 4.4.1.22 1 M2 PM&(&& T&:& **(T 12J11J24 "M
M2
2!3,134.00
I PEKERJAAN PASANGAN DINDING 1 &. 4.4.1.1. 1 M2 PM&(&& B&T& M&H 5J11J22 "M TB&$ 1 B&T"&MP-& (P( 1 P" N 2 PP 2 &. 4.4.1.2. 1 M2 PM&(&& B&T& M&H 5J11J22 "M TB&$ 1 B&T"&MP-& (P( 1 P" N 3 PP 3 &. 4.4.1.3. 1 M2 PM&(&& B&T& M&H 5J11J22 "M TB&$ 1 B&T"&MP-& (P( 1 P" N 4 PP 4 &. 4.4.1.4. 1 M2 PM&(&& B&T& M&H 5J11J22 "M TB&$ 1 B&T"&MP-& (P( 1 P" N 5 PP 5 &. 4.4.1.5 1 M2 PM&(&& B&T& M&H 5J11J22 "M TB&$ 1 B&T"&MP-& (P( 1 P" N 6 PP 6 &. 4.4.1.# 1 M2 PM&(&& B&T& M&H 5J11J22 "M TB&$ 1/2 B&T"&MP-& (P( 1 P" N 2 PP # &. 4.4.1.8 1 M2 PM&(&& B&T& M&H 5J11J22 "M TB&$ 1/2 B&T"&MP-& (P( 1 P" N 3 PP 8 &.4.4.1.!
1 M2 PM&(&& B&T& M&H 5J11J22 "M TB&$ 1/2 B&T-
"&MP-& (P( 1 P" N 4 PP ! &. 4.4.1.10 1 M2 PM&(&& B&T& M&H 5J11J22 "M TB&$ 1/2 B&T"&MP-& (P( 1 P" N 5 PP 10 &. 4.4.1.11 1 M2 PM&(&& B&T& M&H 5J11J22 "M TB&$ 1/2 B&T"&MP-& (P( 1 P" N 6 PP
"&MP-& (P( 1 P" N 3 PP
Harga Satuan Pekerjaan Konstruksi Jarak Dekat Kabupaten Solok Tahun 2018
NO
URAIAN
16 &. 4.4.1.23 1 M2 PM&(&& T&:& **(T 12J11J24 "M
SATUAN
HARGA SATUAN (Rp.)
M2
2!3,134.00
M2
102,015.00
1 &.4.4.2.1 1 M2 PM&(&& P$(T& 1 P" N 1 PP, TB&$ 15 ))
M2
#0,!03.00
2 &.4.4.2.2. 1 M2 PM&(&& P$(T& 1 P" N 2 PP, TB&$ 15 ))
M2
64,443.00
3 &.4.4.2.3. 1 M2 PM&(&& P$(T& 1 P" N 3 PP, TB&$ 15 ))
M2
61,636.00
4 &.4.4.2.4. 1 M2 PM&(&& P$(T& 1 P" N 4 PP, TB&$ 15 ))
M2
5!,#30.00
5 &.4.4.2.5. 1 M2 PM&(&& P$(T& 1 P" N 5 PP, TB&$ 15 ))
M2
58,636.00
6 &.4.4.2.6. 1 M2 PM&(&& P$(T& 1 P" N 6 PP, TB&$ 15 ))
M2
5#,#65.00
# &.4.4.2.13. 1 M2 PM&(&& P$(T& 1 P" N 1 PP, TB&$ 20 ))
M2
86,221.00
8 &.4.4.2.14. 1 M2 PM&(&& P$(T& 1 P" N 3 PP, TB&$ 20 ))
M2
81,3!0.00
! &.4.4.2.15. 1 M2 PM&(&& P$(T& 1 P" N 4 PP, TB&$ 20 ))
M2
#!,882.00
10 &.4.4.2.16. 1 M2 PM&(&& P$(T& 1 P" N 5 PP, TB&$ 20 ))
M2
#8,4#8.00
"&MP-& (P( 1 P" N 4 PP 1# 1 M2 PM&(&& B&T&K*, "&MP-& (P( 1 P" N 4 PP
PEKERJAAN PLESTERAN
11 &.4.4.2.1#. 1 M2 PM&(&& P$(T& 1 P" N 6 PP, TB&$ 20 ))
M2
##,262.00
12 &.4.4.2.1!. 1 M2 PM&(&& B&P 1 P" N 5 PP, TB&$ 15 ))
M2
35,101.00
13 &.4.4.2.20. 1 M PM&(&& P$(T& (K* 1 P" N 3 PP, $B& 10 ))
M
5#,423.00
14 &.4.4.2.23. 1 M2 PM&(&& P$(T& "P&T 1 P" N 2 PP
M2
48,340.00
15 &.4.4.2.24 1 M2 PM&(&& 7(H (& P&(&& B&T& M&H
M2
28,011.00
16 &.4.4.2.25 1 M2 PM&(&& 7(H (& P&(&& "*B$*"K K(P*(
M2
13,350.00
1# &.4.4.2.26. 1 M2 PM&(&& 7(H (& P&(&& B&T- K&$ &-K& 1 P" N 2 PP
M2
5#,885.00
18 &.4.4.2.2#. 1 M2 PM&(&& &"&
M2
35,!52.00
I PEKERJAAN KAYU 1 &.4.6.1.1. 1 M3 PMB-&T& & PM&(&& K-( PT- & D$&, K&<- K$&(
M3
#,322,315.00
2 &.4.6.1.2 1 M3 PMB-&T& & PM&(&& K-( PT- & D$&, K&<- K$&(
M3
6,4!1,!25.00
3 &.4.6.1.3. 1 M2 PMB-&T& & PM&(&& PT- K$&MP (T&&, K&<- K$&(
M2
285,615.00
4 &.4.6.1.4. 1 M2 PMB-&T& & PM&(&& PT- K$&MP (H&&, K&<- K$&(
M2
2#1,315.00
5 &.4.6.1.5. 1 M2 PMB-&T& & PM&(&& &- PT- P&$ K&<- K$&(
M2
60!,2!0.00
6 &.4.6.1.5. 1 M2 PMB-&T& & PM&(&& &- PT- P&$ K&<- K$&(
M2
5#5,!82.00
# &.4.6.1.6. 1 M2 PMB-&T& & PM&(&& PT- O D$& K&"&, K&<- K$&(
M2
452,144.00
8 &.4.6.1.6. 1 M2 PMB-&T& & PM&(&& PT- O D$& K&"&, K&<- K$&(
M2
432,15!.00
! &.4.6.1.#. 1 M2 PMB-&T& & PM&(&& PT- O D$& D&$-( K&<- K$&(
M2
#0!,214.00
10 &.4.6.1.#. 1 M2 PMB-&T& & PM&(&& PT- O D$& D&$-( K&<- K$&(
M2
655,!21.00
11 &.4.6.1.8. 1 M2 PMB-&T& &- PT- K&<- $&P( P$<:** &K&P,
M2
48!,060.00
12 &.4.6.1.!. 1 M2 PMB-&T& PT- P$<:** &K&P,&K& JP*( K&<- K$&(
M2
555,660.00
13 &.4.6.1.!. 1 M2 PMB-&T& PT- P$<:** &K&P,&K& JP*( K&<- K$&(
M2
534,343.00
14 &.4.6.1.10. 1 M2 PM&(&& D&$-( K-(, K&<- K$&(
M2
5##,665.00
15 &.4.6.1.10. 1 M2 PM&(&& D&$-( K-(, K&<- K$&(
M2
52#,#03.00
16 &.4.6.1.11. 1 M2 PM&(&& T&K:** &K&P, &K& JP*( K&<- K$&(
M2
555,802.00
1 # &.4.6.1.12 . 1 M2 PM&(&& T&K:** &K&P $&P( 7*MK&, &K& JP*( K&<- K$&(
M2
62 4,33 8.00
18 &.4.6.1.13. 1 M3 PM&(&& K*(T-K( K-&K-& K*=(*&$, K&<- K$&( BT& 6 MT
M3
6,33#,463.00
1! &.4.6.1.13. 1 M3 PM&(&& K*(T-K( K-&K-& K*=(*&$, K&<- K$&( BT& 6 MT
M3
5,618,#23.00
20 &.4.6.1.14. 1 M3 PM&(&& K*(T-K( K-&K-& JP*(, K&<- K$&(
M3
#,8!2,6!8.00
21 &.4.6.1.14. 1 M3 PM&(&& K*(T-K( K-&K-& JP*(, K&<- K$&(
M3
#,108,618.00
22 &.4.6.1.15. 1 M3 PM&(&& K*(T-K( *, K&<- K$&(
M3
6,#44,518.00
23 &.4.6.1.16. 1 M2 PM&(&& &K& &T&P T K&MK, K&<- K$&(
M2
185,#!0.00
24 &.4.6.1.1#. 1 M2 PM&(&& &K& &T&P T BT*, K&<- K$&(
M2
253,242.00
&K& TT-T-P K&<- K$&( $B& (&MP& !0 "M
25 &.4.6.1.18. 1 M2 PM&(&& &K& &T&P (&P, K&<- K$&(
M2
#1,186.00
26 1 M2 PM&(&& &K& $&T$&T 60J120 "M, K&<- K$&(
M2
101,3!4.00
2# &.4.6.1.1!. 1 M2 PM&(&& &K& $&T$&T 50J100 "M, K&<- K$&(
M2
10!,1!4.00
28 &.4.6.1.20. 1 M2 PM&(&& &K& $&T$&T 60?60 "M, K&<- K$&(
M2
10!,#20.00
2! &.4.6.1.21. 1 M PM&(&& $(TP$&K -K-& 3?20 "M, K&<- K$&(
M
6!,#!#.00
30 &.4.6.1.22. 1 M PM&(&& $(TP$&K -K-& 3?30 "M, K&<- K$&(
M
6!,638.00
31 &.4.6.1.23. 1 M2 PM&(&& &K& PM(&H 60?120 "M, K&<- K$&(
M2
15#,3!!.00
32 1 M2 PM&(&& PM(&H T&K:** &K&P, &K& K&<- K$&(
M2
253,62#.00
33 &.4.6.1.25. 1 M2 PM&(&& PM(&H P$<:** &K&P, &K& K&<- K$&(
M2
26!,533.00
34 &.4.6.1.26. 1 M2 PM&(&& $&MBF & P&P& K&<- K$&(
M2
28#,480.00
1 &.4.1.1.1 1 M3 MMB-&T BT* M-T- ; E #,4 MPa K 100, ($-MP 12 I 2 "M, :/" E 0,8#
M3
#5#,043.00
2 &.4.1.1.2 1 M3 MMB-&T BT* M-T- ; E !,8 MPa K 125, ($-MP 12 I 2 "M, :/" E 0,#8
M3
#!2,!0!.00
II PEKERJAAN BETON
Harga Satuan Pekerjaan Konstruksi Jarak Dekat Kabupaten Solok Tahun 2018
NO
URAIAN
SATUAN
HARGA SATUAN (Rp.)
3 &.4.1.1.3 1 M3 MMB-&T BT* M-T- ; E 12,2 MPa K 150, ($-MP 12 I 2 "M, :/" E 0,#2
M3
821,121.00
4 &.&.4.1.1.4 1 M3 MMB-&T $&T& KD & BT* M-T- ; E # ,4 MPa K 1 00, ($-MP 36 "M, :/" E 0,8#
M3
68 6,4# 6.00
5 &. &.4.1.1.5 1 M3 MMB-&T BT* M-T- ; E 14,5 MPa K 1#5, ($-MP 12 I 2 "M, :/" E 0,66
M3
854,403.00
6 &.4.1.1.6 1 M3 MMB-&T BT* M-T- ; E 16,! MPa K 200, ($-MP 12 I 2 "M, :/" E 0,61
M3
886,2!3.00
# &.4.1.1.#. 1 M3 MMB-&T BT* M-T- ; E 1!,3 MPa K 225, ($-MP 12 I 2 "M, :/" E 0,58
M3
!!2,483.00
8 &.4.1.1.8. 1 M3 MMB-&T BT* M-T- ; E 21,# MPa K 250, ($-MP 12 I 2 "M, :/" E 0,56
M3
1,008,330.00
! &.4.1.1.! 1 M3 MMB-&T BT* M-T- ; E 24,0 MPa K 2#5, ($-MP 12 I 2 "M, :/" E 0,53
M3
1,035,46#.00
10 &.4.1.1.10. 1 M3 MMB-&T BT* M-T- ; E 26,4 MPa K 300, ($-MP 12 I 2 "M, :/" E 0,52
M3
1,043,!43.00
11 &.4.1.1.11. 1 M3 MMB-&T BT* M-T- ; E 28,8 MPa K 325, ($-MP 12 I 2 "M, :/" E 0,4!
M3
1,12!,2#6.00
12 &.4.1.1.12. 1 M3 MMB-&T BT* M-T- ; E 31,2 MPa K 350, ($-MP 12 I 2 "M, :/" E 0,48
M3
1,140,326.00
13 &.4.1.1.#. 1 M3 MMB-&T BT* M-T- ; E 1!,3 MPa K 225, ($-MP 12 I 2 "M, :/" E 0,58 (one "rui%er
M3
1,05!,025.00
14 &.4.1.1.8. 1 M3 MMB-&T BT* M-T- ; E 21,# MPa K 250, ($-MP 12 I 2 "M, :/" E 0,56 (one "rui%er
M3
1,0#4,364.00
15 1 M3 M-&K& &< MJ K225
M3
1,346,510.00
16 1 M3 M-&K& &< MJ K250
M3
1,3!#,000.00
1# 1 M3 M-&K& &< MJ K300
M3
1,554,080.00
18 MM&(& ** ** PP& BT* BT-$&, A 60 ) / M1
M1
628,666.00
1! MM&(& ** ** PP& BT* BT-$&, A 30 ) / M1
M1
285,!34.00
20 MM&(& ** ** PP& BT* , A 60 ) / M1
M1
404,266.00
21 MM&(& ** ** PP& BT* , A 30 ) / M1
M1
146,234.00
22 &.4.1.1.1# 1 Kg PMB(& & B( P*$*( &T&- B( -$
Kg
13,34!.00
23 &.4.1.1.18 1 Kg PM&(&& K&B$ P((T(( P*$*(/(T&(
Kg
4#,358.00
24 &.4.1.1.1! 1 Kg PM&(&& D& K&:&T B&D&/: M(H
Kg
16,435.00
25 &.4.1.1.20 1 M2 PM&(&& BK(T -T-K P*&(
M2
143,205.00
2 6 &.4.1.1.21 1 M2 PM&(&& BK(T -T-K ($**7, K*$*M P&KT(, B&$*K P&KT(, PT BT*
M2
15 0,63 8.00
2# &.4.1.1.22 1 M2 PM&(&& BK(T -T-K K*$*M
M2
2#5,506.00
28 &.4.1.1.23 1 M2 PM&(&& BK(T -T-K B&$*K
M2
2#!,610.00
2! &.4.1.1.24 1 M2 PM&(&& BK(T -T-K $&T&
M2
403,106.00
30 1 M2 PM&(&& BK(T -T-K $&T& P$&T -K
M2
148,385.00
31 &.4.1.1.25 1 M2 PM&(&& BK(T -T-K
M2
343,3#!.00
32 &.4.1.1.26 1 M2 PM&(&& BK(T -T-K T&&
M2
260,333.00
33 1 M2 PM&(&& BK(T "* BT* D&$&
M2
66,100.00
1 &.4.5.2.32. 1 M2 PM&(&& &T&P T MT&$
M2
100,441.00
2 &.4.5.2.3#. 1 M PM&(&& *K T MT&$
M
81,268.00
3 &.4.5.2.3! 1 M2 PM&(&& &T&P ( $*MB&
M2
55,803.00
4 &.4.5.2.3! 1 M2 PM&(&& &T&P ( $*MB& :&&
M2
6#,353.00
5 &.4.5.2.40. 1 M PM&(&& &T&P *K (
M2
40,8##.00
1 &.4.5.1.5. 1 M2 PM&(&& $&T$&T TP$K( -K-& 120?240 ), e'al 3 ))
M2
43,!01.00
2 &.4.5.1.5. 1 M2 PM&(&& $&T$&T TP$K( -K-& 120?240 ), e'al 4 ))
M2
50,501.00
3 &.4.5.1.6. 1 M2 PM&(&& $&T$&T $&MBF K&<-, TB&$ ! MM
M2
213,306.00
III PEKERJAAN PENUTUP ATAP
I PEKERJAAN LANGIT-LANGIT (FLAFOND)
4 &.4.5.1.!. 1 M PM&(&& $(T $&T$&T K&<- P*7$
M
1!,!!8.00
5 &.4.5.1.#. 1 M2 PM&(&& $&T$&T
M2
4!,654.00
6 1 M2 PM&(&& $(T P$&7*
M
30,##5.00
# 1 M2 PM&(&& $&T$&T P$&7* P=", &K& 7- "H&$ F"&$-M
M2
260,68!.00
1 &.5.1.1 2. PM&(&& 1 B-&H "$*(T D*K*K P*($
B+
581,1!1.00
2 &.5.1.1.1. PM&(&& 1 B-&H "$*(T --K/M**B$*K
B+
2,538,4#0.00
3 &.5.1.1 4. PM&(&& 1 B-&H -*
B+
2,!42,8!1.00
4 &.5.1.1 5. PM&(&& 1 B-&H :&(T&7$
B+
1,4#6,850.00
5 &.5.1.1 #. PM&(&& 1 B-&H B&K & 7B$&(( =*$-M 1 M3
B+
431,60#.00
6 &.5.1.1 15. PM&(&& 1 B-&H B&K K*T*$ P&(&& B&T- B&T& -K. 30J30 "M T 35 "M
B+
434,141.00
# &.5.1.1 16. PM&(&& 1 B-&H B&K K*T*$ P&(&& B&T- B&T& -K. 45?45 "M T 50 "M
B+
654,#88.00
8 &.5.1.1 1#. PM&(&& 1 B-&H B&K K*T*$ P&(&& B&T- B&T& -K. 60?60 "M T 65 "M
B+
804,423.00
! &.5.1.1 18. PM&(&& 1 M PP& &$=&( &. 1/2@
M
68,255.00
10 &.5.1.1 20. PM&(&& 1 M PP& &$=&( &. 3/4@
M
83,600.00
11 &.5.1.1 21. PM&(&& 1 M PP& &$=&( &. 1@
M
8#,010.00
12 &.5.1.1 22. PM&(&& 1 M PP& &$=&( &. 1 1/2@
M
130,581.00
13 &.5.1.1 23. PM&(&& 1 M PP& &$=&( &. 3@
M
380,#8#.00
14 &.5.1.1 24. PM&(&& 1 M PP& &$=&( &. 4@
M
534,23#.00
15 &.5.1.1 25. PM&(&& 1 M PP& P=" TP &: &. 1/2@
M
20,834.00
PEKERJAAN SANITASI GEDUNG
Harga Satuan Pekerjaan Konstruksi Jarak Dekat Kabupaten Solok Tahun 2018
NO
URAIAN
SATUAN
HARGA SATUAN (Rp.)
16 &.5.1.1 26. PM&(&& 1 M PP& P=" TP &: &. 3/4@
M
24,244.00
1# &.5.1.1 2#. PM&(&& 1 M PP& P=" TP &: &. 1@
M
2#,654.00
18 &.5.1.1 2!. PM&(&& 1 M PP& P=" TP &: &. 2@
M
50,006.00
1! &.5.1.1 31. PM&(&& 1 M PP& P=" TP &: &. 3
M
85,1#8.00
20 &.5.1.1 32. PM&(&& 1 M PP& P=" TP &: &. 4
M
120,!83.00
21 &.5.1.1 1! PM&(&& 1 B-&H K& &. 3/4@ &T&- 1/2@ 22 MMB-&T 1 -T (PT"K T&K K&P. 15 * $K&P & (&P& -k.1.00M ? 2.00M ? 1.40 M
B+
6!,21#.00
-ni
3,!03,355.00
1 &.4.2.1.1. 1 Kg PM&(&& B( P*7$
Kg
28,14!.00
2 &.4.2.1.2 . 1 Kg PM&(&& &K& K-&K-& B&D& :7
Kg
28,14!.00
3 &.4.2.1.3.
1 Kg PD&& PKD&& P&KT&
Kg
65#.00
4 &.4.2.1.5.
1 ") PD&& P$&(& & $&( $(TK
I PEKERJAAN BESI DAN ALUMUNIUM
")
5,#!3.00
5 &.4.2.1.15. 1 M2 PM&(&& T&$ B( (TP 2?3 ))
M2
641,24!.00
6 &.4.2.1.11.
M
14#,228.00
# &.4.2.1.11. 1 M PM&(&& K-F PT- &$$-M-M 4@ HT&M/"*K$&T
M
160,538.00
8 &.4.2.1.11. 1 M PM&(&& K-F PT- &$$-M-M 4@ "*&T P*:
M
204,461.00
! &.4.2.1.11. 1 M PM&(&& K-F PT- &$$-M-M 3@ ($=
M
110,!28.00
M
120,608.00
1 M PM&(&& K-F PT- &$$-M-M 4@ ($=
10 &.4.2.1.11. 1 M PM&(&& K-F PT- &$$-M-M 3@ HT&M/"*K$&T 11 &.4.2.1.11. 1 M PM&(&& K-F PT- &$$-M-M 3@ "*&T P*:
M
152,552.00
12 &.4.2.1.20 1 M2 PM&(&& &K& B( H*$$*: 1?40?40?2 MM, M*-$ 60?120 "M, P&T(
M2
1#6,1!8.00
13 &.4.2.1.21. 1 M2 PM&(&& &K& B( H*$$*: 1?40?40?2 MM, M*-$ 60?60 "M, 7$&7*
M2
211,3#!.00
14 1 M2 PKD&& K-&K-& B&D& &
M2
201,3!!.00
15 &.4.2.1.8. 1 M2 PM&(&& PT- 7*$ &T
M2
810,106.00
16 &.4.2.1.13. PM&(&& 1 M2 PT- K&"& &K& &$-M--M
M2
!!8,426.00
B+
303,633.00
2 &.4.6.2.2. 1 B-&H PM&(&& K-" T&&M B&(&
B+
200,0!0.00
3 &.4.6.2.5. 1 B-&H PM&(&& ($ PT-
B+
41,264.00
4 &.4.6.2.5. 1 B-&H PM&(&& ($ D$&
B+
2!,430.00
5 1 B-&H PM&(&& $ D$&
B+
2!,430.00
6 &.4.6.2.!. PM&(&& 1 BH K&T &
B+
35,0!0.00
II PEKERJAAN KUNCI DAN KACA 1 &.4.6.2.1.
1 B-&H PM&(&& K-" T&&M (( &($
# 1 BH T&& T&& D$&
B+
22,005.00
8 &.4.6.2.1!. 1 M2 PM&(&& K&"&, TB&$ 12 )) Biru
M2
#56,26!.00
! &.4.6.2.18.. 1 M2 PM&(&& K&"&, TB&$ 8 ))
M2
40#,68#.00
10 &.4.6.2.1#. 1 M2 PM&(&& K&"&, TB&$ 5 ))
M2
163,364.00
11 &.4.6.2.16. 1 M2 PM&(&& K&"&, TB&$ 3 ))
M2
136,#38.00
12 &.4.6.2.18.
1 M2 PM&(&& K&"& &
M2
526,358.00
13 &.4.6.2.1#.
1 M2 PM&(&& K&"& &
M2
181,508.00
14 &.4.6.2.16. 1 M2 PM&(&& K&"& &
M2
160,!38.00
III PEKERJAAN PENUTUP LANTAI DAN PENUTUP DINDING 1 &.4.4.3.34. 1 M2 PM&(&& $&T& K&MK -K-& 40J40 "M
M2
226,528.00
2 &.4.4.3.34. 1 M2 PM&(&& $&T& K&MK BM*T7 -K-& 40J40 "M
M2
232,6#0.00
3 &.4.4.3.35. 1 M2 PM&(&& $&T& K&MK -K-& 30J30 "M
M2
224,0!5.00
4 &.4.4.3.35. 1 M2 PM&(&& $&T& K&MK BM*T7 -K-& 30J30 "M
M2
230,030.00
5 &.4.4.3.36. 1 M2 PM&(&& $&T& K&MK -K-& 20J20 "M
M2
21!,418.00
6 &.4.4.3.36. 1 M2 PM&(&& $&T& K&MK BM*T7 -K-& 20J20 "M
M2
225,248.00
# &.4.4.3.36. 1 M2 PM&(&& $&T& K&MK -K-& 25J25 "M
M2
214,##5.00
8 &.4.4.3.36. 1 M2 PM&(&& $&T& K&MK BM*T7 -K-& 25J25 "M
M2
220,550.00
! &.4.4.3.13. 1 M2 PM&(&& $&T& &T -K-& 60J60 "M
M2
228,040.00
10 &.4.4.3.!. PM&(&& 1 M2 $&T& -B &T -K-& 40 J 40 "M
M2
2#8,60#.00
11 &.4.4.3.3!. 1 M PM&(&& P$T K&MK -K-& 10J20 "M
M
62,83#.00
12 &.4.4.3.40. 1 M PM&(&& P$T K&MK -K-& 10J10 "M
M
5!,028.00
13 &.4.4.3.41. 1 M PM&(&& P$T K&MK -K-& 5?20 "M
M
58,1!2.00
14 &.4.4.3.54. 1 M2 PM&(&& K&MK -K-& 20J25 "M
M2
25!,40!.00
15 &.4.4.3.54. 1 M2 PM&(&& K&MK BM*T7 -K-& 20J25 "M
M2
265,321.00
16 &.4.4.3.54. 1 M2 PM&(&& K&MK -K-& 25J40 "M
M2
288,428.00
1# &.4.4.3.54. 1 M2 PM&(&& K&MK BM*T7 -K-& 25J40 "M
M2
2!4,203.00
18 &.4.4.3.58. 1 M2 PM&(&& B&T- &$&M &(T
M2
340,841.00
1! &.4.4.3.64. PM&(&& 1 M2 P&= B$*"K &T-&$ TB&$ 6 "M 10 J 20
M2
1!4,582.00
20 &.4.4.3.65. PM&(&& 1 M2 P&= B$*"K &T-&$ TB&$ 8 "M 10 J 20
M2
23!,!5#.00
21 &.4.4.3.66. PM&(&& 1 M2 P&= B$*"K B:&& TB&$ 6 "M 10 J 20
M2
205,582.00
Harga Satuan Pekerjaan Konstruksi Jarak Dekat Kabupaten Solok Tahun 2018
NO
URAIAN
SATUAN
HARGA SATUAN (Rp.)
22 &.4.4.3.6#. PM&(&& 1 M2 P&= B$*"K B:&& TB&$ 8 "M 10 J 20
M2
250,!5#.00
23 &.4.4.3.64. PM&(&& 1 M2 P&= B$*"K &T-&$ TB&$ 6 "M HJ&*
M2
1!4,032.00
24 &.4.4.3.65. PM&(&& 1 M2 P&= B$*"K &T-&$ TB&$ 8 "M HJ&*
M2
224,33#.00
25 &.4.4.3.66. PM&(&& 1 M2 P&= B$*"K B:&& TB&$ 6 "M HJ&*
M2
201,!52.00
26 &.4.4.3.6#. PM&(&& 1 M2 P&= B$*"K B:&& TB&$ 8 "M HJ&*
M2
238,1!#.00
2# PM&(&& 1 M2 P&= B$*"K B:&& TB&$ 6 "M 30?30 "(&K&
M2
336,583.00
M2
18,101.00
I PEKERJAAN PENGECATAN 1 &.4.#.1.1. 1 1 M2 PK(&/P*K& PM-K&& "&T $&M& 2 &.4.#.1.2. 1 1 M2 P"-"& B& PM-K&& TMB*K <& P&H "&T
M2
15,254.00
3 &.4.#.1.3. 1 1 M2 P*K& K&&T P&& PM-K&& B&D& "&& M&-&$
M2
15,85!.00
4 1 M2 P"&T& B& K&<- $&M&
M2
2!,!6#.00
5 &.4.#.1.4. 1 1 M2 P"&T& B& K&<- B&- 1 $api% Pla)ir, 1 $api%"a a%ar, 2 lapi% "a Penuup
M2
45,050.00
6 &.4.#.1.5. 1 M2 P"&T& B& K&<- B&- 1 $api% Pla)ir, 1 $api%"a a%ar, 3 $api% "a Penuup
M2
5!,320.00
# &.4.#.1.10 1 M2 P"&T& TMB*K B&- 1 $api% Pla)ir, 1 $api%"a a%ar, 2 $api% "a Penuup
M2
22,561.00
8 &.4.#.1.10 1 M2 P"&T& TMB*K B&- JT* &-$-J :&TH(H&$
M2
4!,3##.00
M2
1#,025.00
10 &.4.#.1.#. 1 M2 P$&B-& B& K&<- & P*$T-
! &.4.#.1.11. 1 M2 P"&T& TMB*K $&M& 1 $api% "a da%ar, 2 $api%"a Penuup
M2
58,!84.00
11 &.4.#.1.!. 1 M2 P$&B-& B& K&<- & =(
M2
4#,46!.00
12 &.4.#.1.16. 1 M2 P"&T& PM-K&& B&D& & M B(
M2
2!,4#4.00
13 &.4.#.1.1#. 1 M2 P"&T& PM-K&& B&D& & M B( & P&"&H
M2
5!,16#.00
Kepala ina% Peru)a+an akya, Ka9a%an Per)uki)an dan Perana+an Ka'upaen (olok
&ro%uka, 2# 7e'ruari 2018 Kepala Bidang Peru)a+an ina% Peru)a+an akya, Ka9a%an Per)uki)an dan Perana+an Ka'upaen (olok
DENI PRIHATNI% ST% MT ip. 1!#10515 1!!803 1 01#
I<. FIRDAUS% MT P. 1!62081108 1!!203 1 003
Harga Satuan Pekerjaan Konstruksi Jarak Dekat Kabupaten Solok Tahun 2018
PEMERINTAH KABUPATEN SOLOK DINAS PERUMAHAN RAKYAT, KAWASAN DAN PERTANAHAN
PERMUKIMAN
BIDANG KAWASAN PERMUKIMAN Komplek Perkantoran Aro Suka Telp./Fax. (0755) ................
HARGA SATUAN UPAH, BAHAN DAN ANALISA HARGA SATUAN PEKERJAAN KATEGORI JARAK DEKAT K!c. I Ko:o S=;a> La?> Baa K!c. K=b=; K!c. B=>: S=;> (K!c=a> D>a/) K!c. J=;=; S><> K!c. Ko:o S>;a
TAHUN ANGGARAN 2018
PEMERINTAH KABUPATEN SOLOK DINAS PERUMAHAN RAKYAT, KAWASAN DAN PERTANAHAN
PERMUKIMAN
BIDANG KAWASAN PERMUKIMAN Komplek Perkantoran Aro Suka Telp./Fax. (0755) ................
HARGA SATUAN UPAH, BAHAN DAN ANALISA HARGA SATUAN HARGA SATUAN PEKERJAAN BERDASARKAN PERATURAN MENTERI PEKERJAAN UMUM DAN PERUMAHAN RAKYAT REPUBLIK INDONESIA NOMOR 28/PRT/M/2016 TENTANG PEDOMAN ANALISIS HARGA SATUAN PEKERJAAN BIDANG PEKERJAAN UMUM
DAFTAR PENETAPAN HARGA BAHAN / MATERIAL PERHITUNGAN RENCANA ANGGARAN BIAYA ( RAB ) DINAS PERUMAHAN RAKYAT, KAWASAN PERMUKIMAN DAN PERTANAHAN KABUP TAHUN ANGGARAN 2018 N!#! $!H!N No.
1 1
2
+
U !"!N
$eton ea%& #i'
Pasir $eton
Se(en
$aja ")*
$esi $eton Ulir
$esi $eton Polos
2.
Sirtu +.
KATEGORI JARAK DEKAT Ke,. "- Koto Sungai asi $a/ah Ke,. Kubung Ke,. $ukit Sun%i Ke,uali Dila( Ke,. Junjung Sirih Ke,. - Koto Singkarak $a/ah Ke,. 7unung Talang Ke,. Danau Ke(bar
K134 K224 K240 K+00 K+40
150+45000.00 150805000.00 151245000.00 152645000.00 15405000.00
1405000.00
615+00.00
125000.00
125000.00
105000.00
1005000.00
KATEGORI JARAK SEDANG Ke,. e(bang Ja&a Ke,. e(bah 7u(anti Ke,. Pantai 9er(in Ke,. - Koto Singkarak !tas
K134 K224 K240 K+00
150445000.00 151005000.00 15145000.00 152845000.00
14+5000.00
625000.00
1+5000.00
1+5000.00
105600.00
1205000.00
Ke,. - Koto Diatas Keuali Pabusuik 5 Sibara(bang
K+40
15305000.00
K134 K224 K240 K+00 K+40
150345000.00 151205000.00 151645000.00 15+045000.00 15:05000.00
1445000.00
6+5000.00
15000.00
15000.00
115600.00
1+05000.00
1,105,000.00 1,150,000.00 1,1!5,000.00 1,335,000.00 1,520,000.00
1435000.00
65000.00
145000.00
145000.00
125600.00
140,000.00
Ke,. Pa&ung Sekaki Ke,uali !ie uo Ke,. Hiliran 7u(anti Ke,uali Sariak %an Sungai !bu Ke,. $ukit Sun%i Dila( KATEGORI JARAK JAUH Ke,. "- Koto Sungai asi !tas Koto a/eh "n%u%ur Pianggu !tas $ukit $ais Sungai Durian TaruangTaruang Ke,. Pa&ung Sekaki !ie uo Ke,. - Koto Diatas Sibara(bang Ke,. Tigo urah Si(anau Ke,. Hiliran 7u(anti Sariak %an Sungai !bu KATEGORI JARAK SANGAT JAUH Ke,. Tigo urah Ke,uali Si(anau Ke,. Pa&ung Sekaki Kipek Ke,. - Koto Diatas Pabusuik
K134 K224 K240 K+00 K+40
TEN SOLOK
Tanah 9a%as
Tanah Urug
!gregat halus
!gregat Kasar
Kerikil $eton !la(
Kerikil $eton Pe,ah #esin
!bu $atu ; *iller
Ket
#5,000.00
64,000.00
2285000.00
22+5000.00
1405000.00
22+5000.00
2285000.00
#5,000.00
64,000.00
25000.00
2+:5000.00
14+5000.00
2+:5000.00
25000.00
#5,000.00
64,000.00
2605000.00
2445000.00
1445000.00
2445000.00
2605000.00
#5,000.00
64,000.00
285000.00
23:5000.00
1435000.00
23:5000.00
285000.00
DAFTAR HARGA SATUAN UPAH UPAH DAN BAHAN TAHUN ANGGARAN 2018 NO
URAIAN
SATUAN
HARGA SATUAN (Rp.)
H!" S#!$%&
H!" S#!$%&
1
2
3
4
Lp'"'
T#' 21*
II
BAHAN
&
B&H& B&H& B& B&T- B& B&T-& T-&
B
"
1 Bau Kali / unung / Bela+
M3
14#,000.00
150,000
2 Bau Pea+ &la) ukr 5/10
M3
15#,500.00
150,000
3 Bau Pea+ &la) ukr 5/#
M3
15#,500.00
150,000
4 Bau Pea+ &la) ukr 3/4
M3
248,#45.00
236,!00
5 Bau Pea+ &la) ukr 2/3
M3
248,#45.00
236,!00
6 Bau Pea+ )e%in ukr 1/2
M3
228,000.00
210,000
1 Kerikil Beon &la)
M3
150,000.00
150,000.00
2 (p (pli Bau pea+ 0,51 )/)e%in
M3
228,000.00
210,000.00
3 Krekel Ti)'unan (iru
M3
100,000.00
4 &grega Ka%ar (one "rui%er
M3
223,000.00
5 &grega +alu% (one "rui%er
M3
228,000.00
1 Pa%ir Pa%ang
M3
150,000.00
150,000.00
2 Pa%ir Beon
M3
150,000.00
150,000.00
3 Pa%ir -rug
M3
150,000.00
150,000.00
6 (iru
M3
100,000.00
105,200.00
# &'u Bau / 7iller
M3
228,000.00
220,500.00
1 (e)en Porland Porland / P"
Kg
1,226.00
2 (e)en :arna Tepung &l;a
Kg
!,!00.00
11 yp%u) Board e'al ! ))
$'r
#5,000.00
#2,000
12 yp%u) Board e'al 6 ))
$'r
4#,000.00
44,000
13 7or)ika
$'r
105,000.00
100,300
14 " Board e'al 4 ))
$'r
6#,000.00
64,3#5
15 " Board e'al 6 ))
$'r
110,000.00
!2,#00
16 " Board e'al ! ))
$'r
14#,000.00
1# $i% Pro;il yp%u)
M
15,000.00
15,000
18 "o)pound yp%u)
Kg
4,!20.00
4,!20
1! "o)pound "
Kg
4,800.00
4,800
21 Pla;ond P=" Board 6 )) pui+
M
11,250.00
11,250
22 Pla;ond P=" Board 8 )) pui+
M
1#,625.00
1#,625
23 Pla;ond P=" Board 8 )) )oi;
M
18,625.00
18,625
24 Kal%i Board e'al 4 ))
$'r
#0,000.00
#0,000
25 Kal%i Board e'al 8 ))
$'r
180,000.00
180,000
26 Papan $i%plank "
M
30,000.00
30,000
3 Be%i Beon Polo%
Kg
10,000.00
4 Be%i Beon -lir k%
Kg
12,000.00
5 Be%i Pro;il :7
Kg
12,000.00
6 Be%i (rip
kg
15,862.00
12 Be%i Pla Baja e'al 2 ))
$'r
4!3,500.00
13 Pagar B" inggi 0,!0 )
$'r
185,000.00
14 Pagar B" inggi 1,20 )
$'r
220,000.00
15 Tru%% "#5, 0.#5
M
20,000.00
16 Tru%% "#5, 0.60
M
18,000.00
B&H& B&H& K KK K$ $ / K*& K*&$ $
B&H& P&(
B&H& (M
Daftar Harga Satuan Upah dan Bahan Jarak Dekat TA . 2017
Hal. !4 dari 127
NO
URAIAN
H!" S#!$%&
H!" S#!$%&
1# eng .330.45
M
10,000.00
18 Ba Bau (re9 riCer "anal dan eng
B+
340.00
1! Bau (re9 riCer &ap 45
B+
4#5.00
20 Bau (re9 riCer &ap 40
B+
420.00
21 Bau (re9 riCer &ap 35
B+
360.00
22 yna'ol
B+
2,640.00
23 Pro;il &llu)iniu) 4@ ?. &le?indo 9arna (ilCer
M
58,000.00
24 Pro;il &llu)iniu) 3@ ?. &le?indo 9arna (ilCer
M
50,000.00
25 Pro; il il &llu)iniu) 4@ ?. &le?indo 9ar na na Hi Hia)/"okla
M
65,000.00
26 Pro; il il &llu)iniu) 3@ ?. &le?indo 9ar na na Hi Hia)/"okla
M
55,000.00
2# Pro Pro;il ;il &llu &llu) )iniu iniu) ) 4@ 4@ ?. &le? &le?in ind do 9arn 9arnaa "o "oain aing g Po Po9der 9der
M
#6,000.00
28 Pro Pro;il ;il &llu &llu) )iniu iniu) ) 3@ 3@ ?. &le? &le?in ind do 9arn 9arnaa "o "oain aing g Po Po9der 9der
M
6#,000.00
2! (krup 7i?er
B+
400.00
Tu'e
31,000.00
31 Kare Kaa
M
2,100.00
32 (and'la%+
M
65,000.00
33 7uring "+annel Finalu)e
M
3,600.00
34 Hollo9 Finalu)e 40?40?400
Bg
34,000.00
35 Hollo9 Finalu)e 20?40?400
Bg
22,000.00
36 Hollo9 Finalu)e 30?30?400
Bg
31,000.00
3# Be%i Hollo9 1,6?20?40?600
Bg
84,000.00
38 Be%i Hollo9 1,8?20?40?600
Bg
!#,500.00
3! Be%i Hollo9 1,6?40?40?600
Bg
148,000.00
148,000
40 Be%i Hollo9 2?40?40?600
Bg
16!,4#0.00
161,400
43 Pinu 7olding ae e'al 0,8 ))
M2
600,000.00
44 Pinu 7olding ae e'al 1 ))
M2
!!#,500.00
30 (ealan
$
HARGA SATUAN (Rp.)
SATUAN
B&H& B&H& P$& P$&P P( ( $&T $&T& & & & 1 Ke K era)ik $anai uk. 40 ? 40 ) ikad
Koak
#3,500.00
!0,000
2 Ke Kera)ik $anai uk. 30 ? 30 ) ikad
Koak
#3,500.00
88,000
3 Ke K era)ik $anai uk. 20 ? 20 ) ikad
Koak
#0,350.00
8#,000
4 Ke Kera)ik $anai uk. 25 ? 25 ) ikad
Koak
6#,000.00
6#,000
5 Kera)ik inding uk. 20 ? 25 )
Koak
68,250.00
!5,000
6 Kera)ik inding uk. 25 ? 40 )
Koak
!5,000.00
!5,000
# ranie ranie uk. 60 ? 60 )
B+
4#,43!.00
6#,500
8 rani $anai 40 ? 40 )
B+
34,545.00
28,143
! Plin kra)ik 10 ? 20
B+
6,300.00
6,000
10 Plin kra)ik 10 ? 10
B+
2,835.00
2,#00
11 Plin kra)ik 5 ? 20
B+
5,##5.00
5,500
12 Bon'on kra)ik
)
5,250.00
5,250
13 Pa PaCing Blok Te'al 6 aural 10 ? 20
B+
2,410.00
2,000
14 Pa PaCing Blok Te'al 6 :arna 10 ? 20
B+
2,600.00
2,400
15 Pa PaCing Blok Te'al 8 aural 10 ? 20
B+
2,625.00
2,600
16 Pa PaCing Blok Te'al 8 :arna 10 ? 20
B+
2,825.00
3,100
1# Pa PaCing Blok Te'al 6 aural He?agon
B+
2,625.00
2,100
18 Pa PaCing Blok Te'al 6 :arna He?agon
B+
2,825.00
2,500
1! Pa PaCing Blok Te'al 8 aural He?agon
B+
2,800.00
2,#00
20 Pa PaCing Blok Te'al 8 :arna He?agon
B+
3,150.00
3,200
8 Kaa Te)pered Te'al 8 ))
M2
#15,000.00
#15,000.00
! Kaa Te)pered Te'al 12 ))
M2
1,100,000.00
1,100,000.00
10 "a Te)'ok :ea+er%+ield ?erior dulu?
Kg
118,!65.00
!0,000
12 "a Melanin "lear
Kg
5#,000.00
5#,000
15 :ood 7iller
$r
43,200.00
43,200
16 (anding (iller
$r
62,500.00
62,500
Daftar Harga Satuan Upah dan Bahan Jarak Dekat TA . 2017
Hal. ! dari 127
NO
URAIAN
1# :ood (ain
$r
18 e)pul )pra
H!" S#!$%&
60,000.00
60,000
Kg
33,600.00
33,600
Kg
16,223.00
13,000
B+
1,330,000.00
1,330,000
11 Pela)pung *o)ai% 1/2
B+
100,000.00
100,000
12 Po)pa &ir *o)ai%
B+
500,000.00
500,000
1 Beon eady Mi? K1#5
M3
1,035,000.00
850,000
2 Beon eady Mi? K200
M3
1,05#,500.00
8#5,000
3 Beon eady Mi? K225
M3
1,080,000.00
!00,000
4 Beon eady Mi? K250
M3
1,125,000.00
!50,000
5 Beon eady Mi? K2#5
M3
1,1!5,000.00
1,000,000
6 Beon eady Mi? K300
M3
1,265,000.00
1,050,000
# "onree Pu)p / Pengeoran
30 M3
3,4#5,000.00
3,4#5,000
8 "onree Pu)p / Pengeoran Pena)'a+an / )3
L 31 M3
46,250.00
46,250
! "onree Pu)p / Pengeoran
40 M3
4,000,000.00
4,000,000
10 "onree Pu)p / Pengeoran
L 40 M3
50,000.00
50,000
11 (e9a "onree Mi?er / Molen
Hari
300,000.00
300,000
H!" S#!$%&
4 &%pal 60/#0 dru)
B&H& (& T& T& ! Ta Tangki &ir 7i're Kap. 1000 $ Ted)ond
(
HARGA SATUAN (Rp.)
SATUAN
BT* &< MJ
Daftar Harga Satuan Upah dan Bahan Jarak Dekat TA . 2017
Hal. !! dari 127
DAFTAR ANALISA HARGA SATUAN PEKERJAAN KONSTRUKSI TAHUN ANGGARAN 2013 No
URAIAN
H SATUAN
UPAH
BAHAN
JUMLAH
!
"
#
$
%
&
I
PEKERJAAN BETON 'SNI (3)*+2008
1
1 M3 MEMBUAT BETON MUTU (,* MP! 'K 100, SLUMP '12 2 M, W/ 0,8( 247.0000 Kg Semen Portland
Rp.
#REF!
Rp.
#REF!
0.6200 M3 Pasir eton
Rp.
10"000.00
Rp.
3"000.00
0.7400 M3 Split
Rp.
22$"000.00
Rp.
16$"720.00
Rp.
12.0
Rp.
2"6$7.0
Rp.
41"000.00
Rp.
41"000.00
21.0000 %tr &ir 1.0000 %s Se'a Pompa
1.600 Pe(er)a
Rp.
$"000.00 Rp.
140"20.00
0.270 *+(ang at+
Rp.
1"000.00 Rp.
2"02.00
0.02$0 Kepala *+(ang
Rp.
10"000.00 Rp.
4"200.00
0.0$30 Mandor
Rp.
110"000.00 Rp. Rp.
"130.00 17$"60.00 Rp.
#REF! Rp.
#REF!
Rp.
#REF!
,-eread /
2
+mla
Rp.
#REF!
i+lat(an
Rp.
-REF.
#REF! Rp.
#REF!
1 M3 MEMBUAT BETON MUTU ),8 MP! 'K 12, SLUMP '12 2 M, W/ 0,(8 276.0000 Kg Semen Portland
Rp.
0.00 M3 Pasir eton 0.700 M3 Keri(il eton 21.0000 %tr &ir 1.0000 %s Se'a Pompa
#REF!
Rp.
10"000.00
Rp.
$$"00.00 171"000.00
Rp.
22$"000.00
Rp.
12.0
Rp.
2"6$7.0
Rp.
41"000.00
Rp.
41"000.00
1.600 Pe(er)a
Rp.
$"000.00 Rp.
140"20.00
0.270 *+(ang at+
Rp.
1"000.00 Rp.
2"02.00
0.02$0 Kepala *+(ang
Rp.
10"000.00 Rp.
4"200.00
0.0$30 Mandor
Rp.
110"000.00 Rp.
"130.00 17$"60.00 Rp.
,-eread /
Rp.
#REF!
+mla
Rp.
#REF!
i+lat(an
Rp.
-REF.
1 M3 MEMBUAT BETON MUTU 12,2 MP! 'K 10, SLUMP '12 2 M, W/ 0,(2 2.0000 Kg Semen Portland
Rp.
#REF!
Rp.
#REF!
0.700 M3 Pasir eton
Rp.
10"000.00
Rp.
$"00.00
0.700 M3 Keri(il eton
Rp.
22$"000.00
Rp.
171"000.00
Rp.
12.0
Rp.
2"6$7.0
1.0000 %s Se'a Pompa
Rp.
41"000.00
Rp.
41"000.00
1.600 Pe(er)a
Rp.
$"000.00 Rp.
140"20.00
0.270 *+(ang at+
Rp.
1"000.00 Rp.
2"02.00
0.02$0 Kepala *+(ang
Rp.
10"000.00 Rp.
4"200.00
0.0$30 Mandor
Rp.
110"000.00 Rp.
"130.00
21.0000 %tr &ir
Rp.
4
#REF!
Rp.
Rp.
Rp.
3
#REF! Rp.
#REF!
,-eread /
17$"60.00 Rp.
Rp.
#REF!
+mla
Rp.
#REF!
i+lat(an
Rp.
-REF.
#REF! Rp.
#REF!
1 M3 MEMBUAT BETON MUTU 1*, MP! 'K 1(, SLUMP '12 2 M, W/ 0,66 326.0000 Kg Semen Portland
Rp.
0.400 M3 Pasir eton 0.7600 M3 Keri(il eton 21.0000 %tr &ir 1.0000 %s Se'a Pompa
#REF!
Rp.
10"000.00
Rp.
$1"000.00 173"2$0.00
Rp.
22$"000.00
Rp.
Rp.
12.0
Rp.
2"6$7.0
Rp.
41"000.00
Rp.
41"000.00
1.600 Pe(er)a
Rp.
$"000.00 Rp.
140"20.00
0.270 *+(ang at+
Rp.
1"000.00 Rp.
2"02.00
0.02$0 Kepala *+(ang
Rp.
10"000.00 Rp.
4"200.00
0.0$30 Mandor
Rp.
110"000.00 Rp.
"130.00
Rp.
Daftar Anali"a Harga Satuan #eker$aan %&n"truk"i %&ta S&l&k Tahun 2012
#REF!
Rp.
17$"60.00 Rp.
,-eread /
Rp.
#REF!
+mla
Rp.
#REF!
i+lat(an
Rp.
-REF.
Hal. !7 dari 127
No
URAIAN
H SATUAN
UPAH
BAHAN
JUMLAH
!
"
#
$
%
&
1 M3 MEMBUAT BETON MUTU 16,) MP! 'K 200, SLUMP '12 2 M, W/ 0,61 32.0000 Kg Semen Portland
Rp.
#REF!
Rp.
Rp.
10"000.00
Rp.
7$"000.00
0.7600 M3 Keri(il eton
Rp.
22$"000.00
Rp.
173"2$0.00
Rp.
12.0
Rp.
2"6$7.0
Rp.
41"000.00
Rp.
41"000.00
1.0000 %s Se'a Pompa
1.600 Pe(er)a
Rp.
$"000.00 Rp.
140"20.00
0.270 *+(ang at+
Rp.
1"000.00 Rp.
2"02.00
0.02$0 Kepala *+(ang
Rp.
10"000.00 Rp.
4"200.00
0.0$30 Mandor
Rp.
110"000.00 Rp. Rp.
"130.00 17$"60.00 Rp.
#REF! Rp. Rp.
#REF!
+mla
Rp.
#REF!
i+lat(an
Rp.
-REF.
1 M3 MEMBUAT BETON MUTU 1),3 MP! 'K 22, SLUMP '12 2 M, W/ 0,8 Rp.
#REF!
Rp.
#REF!
0.400 M3 Pasir eton
Rp.
10"000.00
Rp.
73"00.00
0.7700 M3 Keri(il eton
Rp.
22$"000.00
Rp.
17"60.00
Rp.
12.0
Rp.
2"6$7.0
1.0000 %s Se'a Pompa
Rp.
41"000.00
Rp.
41"000.00
1.600 Pe(er)a
Rp.
$"000.00 Rp.
140"20.00
0.270 *+(ang at+
Rp.
1"000.00 Rp.
2"02.00
0.02$0 Kepala *+(ang
Rp.
10"000.00 Rp.
4"200.00
0.0$30 Mandor
Rp.
110"000.00 Rp.
"130.00
21.0000 %tr &ir
Rp.
#REF! Rp.
#REF!
,-eread /
Rp.
#REF!
+mla
Rp.
#REF!
i+lat(an
Rp.
-REF.
17$"60.00 Rp.
1 M3 MEMBUAT BETON MUTU 21,( MP! 'K 20, SLUMP '12 2 M, W/ 0,6 3$4.0000 Kg Semen Portland
Rp.
#REF!
Rp.
#REF!
0.400 M3 Pasir eton
Rp.
10"000.00
Rp.
73"00.00
0.7600 M3 Keri(il eton
Rp.
22$"000.00
Rp.
173"2$0.00
Rp.
12.0
Rp.
2"6$7.0
Rp.
41"000.00
Rp.
41"000.00
21.0000 %tr &ir 1.0000 %s Se'a Pompa
1.600 Pe(er)a
Rp.
$"000.00 Rp.
140"20.00
0.270 *+(ang at+
Rp.
1"000.00 Rp.
2"02.00
0.02$0 Kepala *+(ang
Rp.
10"000.00 Rp.
4"200.00
0.0$30 Mandor
Rp.
110"000.00 Rp. Rp.
"130.00 17$"60.00 Rp.
#REF! Rp.
#REF!
Rp.
#REF!
,-eread /
$
+mla
Rp.
#REF!
i+lat(an
Rp.
-REF.
#REF! Rp.
#REF!
1 M3 MEMBUAT BETON MUTU 2*,0 MP! 'K 2(, SLUMP '12 2 M, W/ 0,3 406.0000 Kg Semen Portland
Rp.
0.4$00 M3 Pasir eton 0.7600 M3 Keri(il eton 21.0000 %tr &ir 1.0000 %s Se'a Pompa
#REF!
Rp.
10"000.00
Rp.
#REF!
Rp.
72"000.00 173"2$0.00
Rp.
22$"000.00
Rp.
Rp.
12.0
Rp.
2"6$7.0
Rp.
41"000.00
Rp.
41"000.00
1.600 Pe(er)a
Rp.
$"000.00 Rp.
140"20.00
0.270 *+(ang at+
Rp.
1"000.00 Rp.
2"02.00
0.02$0 Kepala *+(ang
Rp.
10"000.00 Rp.
4"200.00
0.0$30 Mandor
Rp.
110"000.00 Rp.
"130.00
Rp.
#REF!
,-eread /
371.0000 Kg Semen Portland
7
#REF!
0.200 M3 Pasir eton
21.0000 %tr &ir
6
17$"60.00 Rp.
,-eread /
Rp.
#REF!
+mla
Rp.
#REF!
i+lat(an
Rp.
-REF.
1 M3 MEMBUAT BETON MUTU 26,* MP! 'K 300, SLUMP '12 2 M, W/ 0,2 413.0000 Kg Semen Portland
Rp.
#REF!
Rp.
#REF!
0.4$00 M3 Pasir eton
Rp.
10"000.00
Rp.
72"000.00
0.700 M3 Keri(il eton
Rp.
22$"000.00
Rp.
171"000.00
Daftar Anali"a Harga Satuan #eker$aan %&n"truk"i %&ta S&l&k Tahun 2012
Hal. !8 dari 127
No
URAIAN
!
" 21.0000 %tr &ir 1.0000 %s Se'a Pompa
H SATUAN
UPAH
#
$
BAHAN
JUMLAH
%
&
Rp.
12.0
Rp.
2"6$7.0
Rp.
41"000.00
Rp.
41"000.00
1.600 Pe(er)a
Rp.
$"000.00 Rp.
140"20.00
0.270 *+(ang at+
Rp.
1"000.00 Rp.
2"02.00
0.02$0 Kepala *+(ang
Rp.
10"000.00 Rp.
4"200.00
0.0$30 Mandor
Rp.
110"000.00 Rp.
"130.00
Rp.
17$"60.00 Rp.
#REF! Rp.
#REF!
,-eread /
Rp.
#REF!
+mla
Rp.
#REF!
i+lat(an
Rp.
-REF.
10 1 M3 MEMBUAT BETON MUTU 28,8 M P! 'K 32, SLUMP '12 2 M, W/ 0,*) 43.0000 Kg Semen Portland
Rp.
#REF!
Rp.
#REF!
0.4700 M3 Pasir eton
Rp.
10"000.00
Rp.
70"00.00
0.7400 M3 Keri(il eton
Rp.
22$"000.00
Rp.
16$"720.00
Rp.
12.0
Rp.
2"6$7.0
Rp.
41"000.00
Rp.
41"000.00
21.0000 %tr &ir 1.0000 %s Se'a Pompa
2.1000 Pe(er)a
Rp.
$"000.00 Rp.
17$"00.00
0.300 *+(ang at+
Rp.
1"000.00 Rp.
31"$0.00
0.030 Kepala *+(ang
Rp.
10"000.00 Rp.
"20.00
0.100 Mandor
Rp.
110"000.00 Rp. Rp.
11"0.00 227"10.00 Rp.
#REF! Rp.
#REF!
Rp.
#REF!
,-eread / +mla
Rp.
#REF!
i+lat(an
Rp.
-REF.
#REF! Rp.
#REF!
11 1 M3 MEMBUAT BETON MUTU 31,2 M P! 'K 30, SLUMP '12 2 M, W/ 0,*8 44$.0000 Kg Semen Portland
Rp.
0.4700 M3 Pasir eton 0.7400 M3 Keri(il eton 21.0000 %tr &ir 1.0000 %s Se'a Pompa
#REF!
Rp.
10"000.00
Rp.
#REF!
Rp.
70"00.00 16$"720.00
Rp.
22$"000.00
Rp.
Rp.
12.0
Rp.
2"6$7.0
Rp.
41"000.00
Rp.
41"000.00
2.1000 Pe(er)a
Rp.
$"000.00 Rp.
17$"00.00
0.300 *+(ang at+
Rp.
1"000.00 Rp.
31"$0.00
0.030 Kepala *+(ang
Rp.
10"000.00 Rp.
"20.00
0.100 Mandor
Rp.
110"000.00 Rp.
11"0.00
Rp.
227"10.00 Rp.
,-eread /
Rp.
#REF!
+mla
Rp.
#REF!
i+lat(an
Rp.
-REF.
Solo("
an+ari 2013
Kepala inas Pe(er)aan m+m
Kaid ipta Kar5a
Kaid ina Program dan Penga'asan
Kota Solo(
inas Pe(er)aan m+m Kota Solo(
inas Pe(er)aan m+m Kota Solo(
I4 A4$5 S5!&!7
W!4&%7$ Bo5, ST
I4 No9 H%7$4, MT
P. 17013 1$01 1 001
P. 170$31 1$103 1 003
P. 166111 130$ 1 001
Daftar Anali"a Harga Satuan #eker$aan %&n"truk"i %&ta S&l&k Tahun 2012
Hal. !( dari 127
DINAS PERUMAHAN RAK3AT% KA+ASAN PERMUKIMAN DAN PERTANAHAN BIDANG KA+ASAN PEMUKIMAN DAFTAR HARGA SATUAN UPAH BAHAN PEKERJAAN KNSTRUKSI TAHUN ANGGARAN 2018
KATEGORI JARAK DEKAT : Kec. IX Koto Sungai Lasi Bawah dan Kubung Kec. Bu!it Sundi Kec. Jun"ung Si#ih Kec. X Koto Sing!a#a! Bawah Kec. Gunung Ta$ang Kec. Danau Ke%ba#
No
Uraian
Satuan
Harga Satuan ( Rp )
A
TENAGA KERJA
1 2 3 4 5 6 ! # 9 10
Kepala Tukang Tukang Batu Tukang Kayu Tukang Cat Tukang Besi Tukang ipa eker"a $an%&r 'perat&r en"aga (ala(
B
BAHAN PEKERJAAN PERPIPAAN
1
2
3
hari hari hari hari hari hari hari hari hari hari
150,000.00 95,000.00 95,000.00 91,000.00 91,000.00 91,000.00 #5,000.00 110,000.00 1!6,000.00 #5,000.00
ipa )* $e%iu( +tan%ar% -* 0!003919#!/ ia(eter -&(inal 300 (( ia(eter -&(inal 250 (( ia(eter -&(inal 200 (( ia(eter -&(inal 150 (( ia(eter -&(inal 100 (( ia(eter -&(inal !5 (( ia(eter -&(inal 50 (( ia(eter -&(inal 40 (( ia(eter -&(inal 25 (( ia(eter -&(inal 20 (( ia(eter -&(inal 15 ((
$1 $1 $1 $1 $1 $1 $1 $1 $1 $1 $1
1,5#5,500.00 1,341,4#0.00 654,100.00 442,600.00 2!6,200.00 190,600.00 121,3#0.00 125,000.00 5#,443.00 3#,9#0.00 30,200.00
ipa C +*' tan%ar% -* 06.00#42002 12,5# ar/ ia(eter -&(inal 300 (( ia(eter -&(inal 250 (( ia(eter -&(inal 200 (( ia(eter -&(inal 150 (( ia(eter -&(inal 100 (( ia(eter -&(inal !5 (( ia(eter -&(inal 50 (( ia(eter -&(inal 40 (( ia(eter -&(inal 25 (( ia(eter -&(inal 20 (( ia(eter -&(inal 12,5 ((
$1 $1 $1 $1 $1 $1 $1 $1 $1 $1 $1
964,005.00 561,540.00 312,065.00 169,6#0.00 #!,990.00 40,950.00 20,4!5.00 14,490.00 11,235.00 #,505.00 3,236.00
ipa 7 7 100, - 10, 1! Bu8 usi&n +-* 064#292005/ ia(eter -&(inal 250 (( ia(eter -&(inal 200 (( ia(eter -&(inal 150 (( ia(eter -&(inal 100 (( ia(eter -&(inal 90 (( ia(eter -&(inal !5 (( ia(eter -&(inal 63 (( ia(eter -&(inal 50 ((
$1 $1 $1 $1 $1 $1 $1 $1
9#0,!00.00 631,155.00 400,405.00 193,!25.00 129,5!0.00 91,140.00 5#,490.00 41,160.00
Keterangan
No
Uraian
Satuan
Harga Satuan ( Rp )
4
5
6
!
Tee :ll lange )* ia(eter -&(inal 300 ; 300 (( ia(eter -&(inal 300 ; 250 (( ia(eter -&(inal 300 ; 200 (( ia(eter -&(inal 250 ; 250 (( ia(eter -&(inal 250 ; 200 (( ia(eter -&(inal 250 ; 150 (( ia(eter -&(inal 250 ; 100 (( ia(eter -&(inal 200 ; 200 (( ia(eter -&(inal 200 ; 150 (( ia(eter -&(inal 200 ; 100 (( ia(eter -&(inal 200 ; !5 (( ia(eter -&(inal 150 ; 150 (( ia(eter -&(inal 150 ; 100 (( ia(eter -&(inal 150 ; !5 (( ia(eter -&(inal 150 ; 50 (( ia(eter -&(inal 100 ; 100 (( ia(eter -&(inal 100 ; !5 (( ia(eter -&(inal 100 ; 50 (( ia(eter -&(inal !5 ; !5 (( ia(eter -&(inal !5 ; 50 (( ia(eter -&(inal 50 ; 50 ((
Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah
4,##5,000.00 4,!19,000.00 4,5#5,000.00 3,!49,000.00 3,50#,000.00 3,23!,000.00 2,910,000.00 2,6!2,250.00 2,455,950.00 2,1#5,050.00 2,046,000.00 1,!15,#0#.00 1,4!1,604.00 1,43#,6##.00 1,169,990.00 949,216.00 913,116.00 #06,51#.00 !66,593.00 6!9,52#.00 4#0,6#5.00
Tee )* +Threa% &int/ ia(eter -&(inal 100 ; 100 (( ia(eter -&(inal 100 ; !5 (( ia(eter -&(inal 100 ; 50 (( ia(eter -&(inal !5 ; !5 (( ia(eter -&(inal !5 ; 50 (( ia(eter -&(inal 50 ; 50 (( ia(eter -&(inal 50 ; 25 (( ia(eter -&(inal 25 ; 25 (( ia(eter -&(inal 25 ; 20 (( ia(eter -&(inal 20 ; 15 (( ia(eter -&(inal 15 ; 15 ((
Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah
59,500.00 54,000.00 49,!00.00 40,950.00 33,000.00 24,200.00 16,500.00 15,000.00 13,!50.00 11,000.00 #,#00.00
Tee :ll &
Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah
3,#01,000.00 3,4#4,200.00 3,16!,500.00 2,#51,000.00 2,534,000.00 2,16!,500.00 2,091,500.00 1,!!0,000.00 1,511,000.00 1,930,#6!.00 1,96#,400.00 1,212,!50.00 #36,529.00 !25,!#4.00 !29,915.00 562,#23.00 450,293.00 49#,!12.00 366,996.00 194,1#3.00 252,260.00 165,16!.00 !0,#3#.00 6,3#3.00
Tee 7 ia(eter -&(inal 300 ; 300 (( ia(eter -&(inal 300 ; 250 (( ia(eter -&(inal 250 ; 250 (( ia(eter -&(inal 250 ; 200 (( ia(eter -&(inal 250 ; 150 ((
Buah Buah Buah Buah Buah
4,53#,300.00 4,1#5,500.00 3,16!,400.00 4,291,900.00 3,6!0,000.00
Keterangan
No
Uraian
Satuan
Harga Satuan ( Rp )
ia(eter -&(inal 200 ; 200 (( ia(eter -&(inal 200 ; 150 (( ia(eter -&(inal 200 ; 100 (( ia(eter -&(inal 150 ; 150 (( ia(eter -&(inal 150 ; 100 (( ia(eter -&(inal 150 ; !5 (( ia(eter -&(inal 100 ; 100 (( ia(eter -&(inal 100 ; !5 (( ia(eter -&(inal 100 ; 50 (( ia(eter -&(inal !5 ; !5 (( ia(eter -&(inal !5 ; 50 (( ia(eter -&(inal 50 ; 50 (( #
9
10
11
Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah
1,#66,400.00 1,395,100.00 1,115,100.00 !51,!00.00 533,100.00 4#1,600.00 29#,900.00 269,000.00 245,200.00 199,500.00 1!9,500.00 142,600.00
a%%le Cla(p C ia(eter -&(inal 300 ; 50 (( ia(eter -&(inal 300 ; 25 (( ia(eter -&(inal 300 ; 20 (( ia(eter -&(inal 250 ; 50 (( ia(eter -&(inal 250 ; 25 (( ia(eter -&(inal 250 ; 20 (( ia(eter -&(inal 200 ; 50 (( ia(eter -&(inal 200 ; 25 (( ia(eter -&(inal 200 ; 20 (( ia(eter -&(inal 150 ; 50 (( ia(eter -&(inal 150 ; 25 (( ia(eter -&(inal 150 ; 20 (( ia(eter -&(inal 100 ; 50 (( ia(eter -&(inal 100 ; 25 (( ia(eter -&(inal 100 ; 20 (( ia(eter -&(inal !5 ; 50 (( ia(eter -&(inal !5 ; 25 (( ia(eter -&(inal !5 ; 20 (( ia(eter -&(inal 50 ; 25 (( ia(eter -&(inal 50 ; 20 ((
Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah
4!3,000.00 439,000.00 416,000.00 3!#,000.00 261,500.00 254,500.00 325,500.00 209,4!5.00 202,125.00 2!4,050.00 165,900.00 15#,550.00 216,300.00 6#,250.00 65,100.00 1!3,250.00 5!,!50.00 54,0!5.00 43,260.00 39,690.00
Cla(p a%%le + 7 / ia(eter -&(inal 250 ; 50 (( ia(eter -&(inal 250 ; 25 (( ia(eter -&(inal 250 ; 20 (( ia(eter -&(inal 200 ; 50 (( ia(eter -&(inal 200 ; 25 (( ia(eter -&(inal 200 ; 20 (( ia(eter -&(inal 150 ; 50 (( ia(eter -&(inal 150 ; 25 (( ia(eter -&(inal 150 ; 20 (( ia(eter -&(inal 100 ; 50 (( ia(eter -&(inal 100 ; 25 (( ia(eter -&(inal 100 ; 20 (( ia(eter -&(inal !5 ; 50 (( ia(eter -&(inal !5 ; 25 (( ia(eter -&(inal !5 ; 20 (( ia(eter -&(inal 50 ; 25 (( ia(eter -&(inal 50 ; 20 ((
Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah
1,902,300.00 1,!12,000.00 1,!15,100.00 1,521,900.00 1,404,000.00 1,260,500.00 395,#00.00 364,300.00 350,300.00 150,900.00 120,900.00 114,#00.00 120,000.00 !!,500.00 !!,500.00 64,600.00 64,600.00
B en% :ll lange % 90 %egre e + )* / ia(eter -&(inal 300 (( ia(eter -&(inal 250 (( ia(eter -&(inal 200 (( ia(eter -&(inal 150 (( ia(eter -&(inal 100 (( ia(eter -&(inal !5 (( ia(eter -&(inal 50 ((
Buah Buah Buah Buah Buah Buah Buah
2,!#4,000.00 2,205,000.00 1,94!,!50.00 4#9,300.00 2!4,260.00 216,!20.00 144,4#0.00
B en% :ll lange % 45 %egre e + )* / ia(eter -&(inal 300 (( ia(eter -&(inal 250 (( ia(eter -&(inal 200 (( ia(eter -&(inal 150 ((
Buah Buah Buah Buah
2,3!5,000.00 1,#!!,000.00 1,!01,000.00 1,0!6,250.00
Keterangan
No
Uraian
Satuan
Harga Satuan ( Rp )
12
13
12
13
14
15
16
1!
1#
ia(eter -&(inal 100 (( ia(eter -&(inal !5 (( ia(eter -&(inal 50 ((
Buah Buah Buah
5##,000.00 451,500.00 2!#,250.00
B en% :ll lange % 22,5 %egree + )* / ia(eter -&(inal 200 (( ia(eter -&(inal 150 ((
Buah Buah
1,!01,000.00 1,0!6,250.00
Ben% s&
Buah Buah Buah Buah Buah Buah
!26,0!5.00 402,150.00 1#9,000.00 131,250.00 #5,4!0.00 54,000.00
Ben% s&
Buah Buah Buah Buah Buah Buah
621,600.00 351,!50.00 164,325.00 116,025.00 !#,540.00 4!,000.00
Ben% s&
Buah Buah Buah Buah Buah
519,!50.00 299,250.00 14#,050.00 112,035.00 62,4!5.00
Ben% s&
Buah Buah Buah Buah Buah
453,600.00 264,600.00 135,450.00 94,500.00 5#,#00.00
lange &
Buah Buah Buah Buah Buah
1,4#5,!50.00 925,050.00 530,!!5.00 235,095.00 1#2,!00.00
lange pig&t =&r C ia(eter -&(inal 200 (( ia(eter -&(inal 150 (( ia(eter -&(inal 100 (( ia(eter -&(inal !5 (( ia(eter -&(inal 50 ((
Buah Buah Buah Buah Buah
1,354,500.00 !9#,000.00 4#!,200.00 20!,3!5.00 169,050.00
Ben% 90 %egree + 7 / ia(eter -&(inal 300 (( ia(eter -&(inal 250 (( ia(eter -&(inal 200 (( ia(eter -&(inal 150 (( ia(eter -&(inal 100 (( ia(eter -&(inal !5 (( ia(eter -&(inal 50 ((
Buah Buah Buah Buah Buah Buah Buah
3,!69,#00.00 2,229,300.00 1,1!4,000.00 452,900.00 346,500.00 1#6,000.00 13!,500.00
Ben% 45, 22.5 %egree + 7 / ia(eter -&(inal 300 (( ia(eter -&(inal 250 (( ia(eter -&(inal 200 (( ia(eter -&(inal 150 (( ia(eter -&(inal 100 (( ia(eter -&(inal !5 ((
Buah Buah Buah Buah Buah Buah
3,161,200.00 1,#24,100.00 1,05#,000.00 452,900.00 303,600.00 13!,500.00
Keterangan
No
Uraian
Satuan
Harga Satuan ( Rp )
19
20
21
21
22
23
24
25
7n%
Buah Buah Buah Buah Buah
3!6,950.00 9!,650.00 44,625.00 26,250.00 14,!00.00
7n% Cap 7 ia(eter -&(inal 300 (( ia(eter -&(inal 250 (( ia(eter -&(inal 200 (( ia(eter -&(inal 150 (( ia(eter -&(inal 100 (( ia(eter -&(inal !5 (( ia(eter -&(inal 63 (( ia(eter -&(inal 50 ((
Buah Buah Buah Buah Buah Buah Buah Buah
1,3#2,500.00 1,035,100.00 !60,200.00 430,300.00 !49,000.00 304,000.00 12#,000.00 95,000.00
)i&ult &int ia(eter -&(inal 300 (( ia(eter -&(inal 250 (( ia(eter -&(inal 200 (( ia(eter -&(inal 150 (( ia(eter -&(inal 100 (( ia(eter -&(inal !5 (( ia(eter -&(inal 50 ((
Buah Buah Buah Buah Buah Buah Buah
1,#92,000.00 1,204,000.00 92!,500.00 550,000.00 330,200.00 2#9,000.00 210,000.00
lange ing ia(eter -&(inal 300 (( ia(eter -&(inal 250 (( ia(eter -&(inal 200 (( ia(eter -&(inal 150 (( ia(eter -&(inal 100 (( ia(eter -&(inal !5 (( ia(eter -&(inal 50 ((
Buah Buah Buah Buah Buah Buah Buah
42#,400.00 404,250.00 2!0,900.00 202,650.00 110,250.00 94,500.00 !#,!50.00
Blin% Blank lange ia(eter -&(inal 300 (( ia(eter -&(inal 250 (( ia(eter -&(inal 200 (( ia(eter -&(inal 150 (( ia(eter -&(inal 100 (( ia(eter -&(inal !5 (( ia(eter -&(inal 50 ((
Buah Buah Buah Buah Buah Buah Buah
1,125,000.00 !60,000.00 555,9!5.00 3#2,!25.00 209,4!5.00 1!3,250.00 104,4!5.00
)ate al>e + lange &int / ia(eter -&(inal 300 (( ia(eter -&(inal 250 (( ia(eter -&(inal 200 (( ia(eter -&(inal 150 (( ia(eter -&(inal 100 (( ia(eter -&(inal !5 (( ia(eter -&(inal 50 ((
Buah Buah Buah Buah Buah Buah Buah
#,!50,000.00 #,000,000.00 6,400,000.00 4,434,320.00 3,0!2,#66.00 1,9#9,960.00 1,432,9##.00
B&; treet C* ia(eter -&(inal 300 (( ia(eter -&(inal 250 (( ia(eter -&(inal 200 (( ia(eter -&(inal 150 (( ia(eter -&(inal 100 (( ia(eter -&(inal !5 (( ia(eter -&(inal 50 ((
Buah Buah Buah Buah Buah Buah Buah
9#5,000.00 915,000.00 41#,950.00 246,#55.00 1!!,9!5.00 129,6!5.00 150,150.00
:ir al>e ia(eter -&(inal 50 (( ia(eter -&(inal 25 (( ia(eter -&(inal 20 (( ia(eter -&(inal 15 ((
Buah Buah Buah Buah
3,150,000.00 1,050,000.00 400,000.00 365,000.00
Keterangan
No
Uraian
Satuan
Harga Satuan ( Rp )
26
2!
2#
29
30
Karet a
Buah Buah Buah Buah Buah Buah Buah
42,500.00 3#,000.00 34,125.00 25,!25.00 16,2!5.00 12,600.00 #,190.00
e%u
Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah
1,243,#00.00 1,130,#00.00 1,01!,600.00 1,01!,600.00 1,01!,600.00 1,01!,600.00 1,01!,600.00 #23,000.00 640,200.00 594,400.00 553,!00.00 #39,055.00 1,213,2!5.00 1,1!4,425.00 1,105,335.00 460,!40.00 590,415.00 4#5,#35.00 22#,!00.00 21#,100.00 234,#00.00 43,000.00 2,310.00
?ater $eter ia(eter -&(inal 150 (( ia(eter -&(inal 100 (( ia(eter -&(inal !5 (( ia(eter -&(inal 50 (( ia(eter -&(inal 40 (( ia(eter -&(inal 25 (( ia(eter -&(inal 20 (( ia(eter -&(inal 15 (( ia(eter -&(inal 12,5 ((
Buah Buah Buah Buah Buah Buah Buah Buah Buah
15,225,000.00 #,925,000.00 !,350,000.00 6,090,000.00 2,625,000.00 1,#3!,500.00 !56,000.00 346,500.00 1#1,3!4.00
e%u
Buah Buah Buah Buah Buah Buah Buah Buah Buah
1,650,000.00 1,221,000.00 1,025,000.00 #66,250.00 !60,000.00 695,000.00 430,000.00 365,000.00 330,000.00
e%u
Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah
2,221,000.00 1,901,600.00 1,99#,400.00 #90,!00.00 !50,000.00 630,500.00 535,900.00 2!1,600.00 2!1,600.00 194,#00.00
Keterangan
No
Uraian
Satuan
Harga Satuan ( Rp )
31
Baut %ia. 6#@ ; 3@ 19 ; !5 (( Baut %ia. 6#@ ; 2@ 19 ; 50 (( Baut %ia. 5#@ ; 4@ 16 ; 100 (( Baut %ia. 4#@ ; 3@ 12 ; !5 (( Baut %ia. 3#@ ; 2@ 10 ; 50 ((
Buah Buah Buah Buah Buah
21,360.00 20,224.00 #,500.00 !,000.00 5,!50.00
32
tu lange ia(eter -&(inal 300 (( ia(eter -&(inal 250 (( ia(eter -&(inal 200 (( ia(eter -&(inal 150 (( ia(eter -&(inal 100 (( ia(eter -&(inal !5 (( ia(eter -&(inal 50 ((
Buah Buah Buah Buah Buah Buah Buah
1,#99,#00.00 9##,100.00 !29,500.00 412,300.00 22!,500.00 139,200.00 105,600.00
Knee )* 9 0 %egree + Threa% &int / ia(eter -&(inal 50 (( + 2@ / ia(eter -&(inal 40 (( + 1 12@ / ia(eter -&(inal 25 (( + 1@ / ia(eter -&(inal 20 (( + 34@ / ia(eter -&(inal 15 (( + 12@ /
Buah Buah Buah Buah Buah
22,000.00 14,000.00 !,000.00 4,#00.00 3,400.00
Knee )* 4 5 %egree + Threa% &int / ia(eter -&(inal !5 (( + 3@ / ia(eter -&(inal 50 (( + 2@ / ia(eter -&(inal 40 (( + 1 12@ / ia(eter -&(inal 25 (( + 1@ / ia(eter -&(inal 20 (( + 34@ / ia(eter -&(inal 15 (( + 12@ /
Buah Buah Buah Buah Buah Buah
##,1!9.00 66,99!.00 42,300.00 30,631.00 10,210.00 3,600.00
&ule -ipple )* + Thre a% &int / ia(eter -&(inal 50 (( + 2@ / ia(eter -&(inal 40 (( + 1 12@ / ia(eter -&(inal 25 (( + 1@ / ia(eter -&(inal 20 (( + 34@ / ia(eter -&(inal 15 (( + 12@ /
Buah Buah Buah Buah Buah
1#,000.00 1!,500.00 16,500.00 !,14!.00 3,000.00
lug )* + Threa% &int / ia(eter -&(inal 100 (( + 4@ / ia(eter -&(inal !5 (( + 3@ / ia(eter -&(inal 50 (( + 2@ / ia(eter -&(inal 40 (( + 1 12@ / ia(eter -&(inal 25 (( + 1@ / ia(eter -&(inal 20 (( + 34@ / ia(eter -&(inal 15 (( + 12@ /
Buah Buah Buah Buah Buah Buah Buah
121,000.00 33,000.00 2!,500.00 21,!00.00 16,500.00 13,200.00 #,316.00
&p )* + Threa% &int / ia(eter -&(inal !5 (( + 3@ / ia(eter -&(inal 63 (( + 2 12@ / ia(eter -&(inal 50 (( + 2@ / ia(eter -&(inal 40 (( + 1 12@ / ia(eter -&(inal 25 (( + 1@ / ia(eter -&(inal 20 (( + 34@ / ia(eter -&(inal 15 (( + 12@ /
Buah Buah Buah Buah Buah Buah Buah
36,000.00 26,000.00 12,#00.00 9,200.00 4,#00.00 3,500.00 2,#00.00
e rl&p ing )* + Threa% &int / ia(eter -&(inal !5 (( + 3@ / ia(eter -&(inal 50 (( + 2@ / ia(eter -&(inal 40 (( + 1 12@ / ia(eter -&(inal 32 (( + 1 14@ / ia(eter -&(inal 25 (( + 1@ / ia(eter -&(inal 20 (( + 34@ /
Buah Buah Buah Buah Buah Buah
32,000.00 13,000.00 9,#!0.00 #,000.00 5,040.00 4,500.00
erl&p &
Buah Buah Buah
50,000.00 19,950.00 13,230.00
33
34
35
36
3!
3#
39
Keterangan
No
Uraian
Satuan
Harga Satuan ( Rp )
40
41
42
ia(eter -&(inal 32 (( + 1 14@ / ia(eter -&(inal 25 (( + 1@ / ia(eter -&(inal 20 (( + 34@ /
Buah Buah Buah
9,400.00 6,400.00 4,#00.00
e rl rl&p Te e )* + Threa% &int / ia(eter -&(inal !5 (( + 3@ / ia(eter -&(inal 50 (( + 2@ / ia(eter -&(inal 40 (( + 1 12@ / ia(eter -&(inal 32 (( + 1 14@ / ia(eter -&(inal 25 (( + 1@ / ia(eter -&(inal 20 (( + 34@ /
Buah Buah Buah Buah Buah Buah
100,000.00 34,000.00 24,000.00 19,000.00 12,600.00 #,200.00
&
Buah Buah Buah Buah Buah Buah Buah
132,300.00 4#,300.00 33,600.00 25,200.00 1!,#50.00 14,!00.00 11,9!0.00
?ater $& $&er )* )* + Threa% &int / ia(eter -&(inal 100 (( + 4@ / ia(eter -&(inal !5 (( + 3@ / ia(eter -&(inal 50 (( + 2@ / ia(eter -&(inal 40 (( + 1 12@ / ia(eter -&(inal 32 (( + 1 14@ / ia(eter -&(inal 25 (( + 1@ / ia(eter -&(inal 20 (( + 34@ / ia(eter -&(inal 15 (( + 12@ /
Buah Buah Buah Buah Buah Buah Buah Buah
2!5,000.00 1!6,000.00 66,000.00 3#,500.00 24,000.00 2!,500.00 16,500.00 13,200.00
Keterangan
No
Uraian
Harga Satuan
Satuan
( Rp )
43
44
45
46
4!
4#
49
50
51
Tee tuk )* + Threa% &int / ia(eter -&(inal !5 (( + 3@ / ia(eter -&(inal 50 (( + 2@ / ia(eter -&(inal 40 (( + 1 12@ / ia(eter -&(inal 32 (( + 1 14@ / ia(eter -&(inal 25 (( + 1@ / ia(eter -&(inal 20 (( + 34@ / ia(eter -&(inal 15 (( + 12@ /
Buah Buah Buah Buah Buah Buah Buah
294,000.00 142,#00.00 4#,300.00 31,500.00 23,100.00 14,2#0.00 9,660.00
B&< B&
Buah Buah Buah Buah Buah Buah Buah Buah
142,#00.00 94,000.00 4#,300.00 31,500.00 23,100.00 14,2#0.00 9,660.00 !,140.00
t&p Kr Kran + Threa% & &int / Kuningan ia(eter -&(inal !5 (( + 3@ / ia(eter -&(inal 50 (( + 2@ / ia(eter -&(inal 40 (( + 1 12@ / ia(eter -&(inal 25 (( + 1@ / ia(eter -&(inal 20 (( + 34@ / ia(eter -&(inal 15 (( + 12@ /
Buah Buah Buah Buah Buah Buah
15!,500.00 105,000.00 #4,000.00 52,500.00 40,000.00 30,000.00
Kran + Threa% &int / ia(eter -&(inal 25 (( + 1@ / ia(eter -&(inal 20 (( + 34@ / ia(eter -&(inal 15 (( + 12@ /
Buah Buah Buah
39,000.00 2!,4#9.00 1!,91!.00
:%ap :%apt& t&rr C )* )* + &
Buah Buah Buah Buah Buah Buah
26,250.00 21,000.00 16,#00.00 13,125.00 10,500.00 !,500.00
t&p C&
Buah Buah Buah Buah Buah Buah
52,500.00 42,000.00 33,000.00 26,250.00 21,000.00 15,!50.00
Knee C + sa(ungan le( / ia(eter -&(inal 50 (( + 2@ / ia(eter -&(inal 40 (( + 1 12@ / ia(eter -&(inal 32 (( + 1 14@ / ia(eter -&(inal 25 (( + 1@ / ia(eter -&(inal 20 (( + 34@ / ia(eter -&(inal 15 (( + 12@ /
Buah Buah Buah Buah Buah Buah
22,000.00 14,000.00 11,200.00 5,000.00 3,500.00 2,900.00
Tee C + sa(ungan le( / ia(eter -&(inal 50 (( + 2@ / ia(eter -&(inal 40 (( + 1 12@ / ia(eter -&(inal 32 (( + 1 14@ / ia(eter -&(inal 25 (( + 1@ / ia(eter -&(inal 20 (( + 34@ / ia(eter -&(inal 15 (( + 12@ /
Buah Buah Buah Buah Buah Buah
22,000.00 14,000.00 11,200.00 !,350.00 4,#00.00 6,!20.00
trainer ia(eter -&(inal 150 (( ia(eter -&(inal 100 ((
Buah Buah
5!!,500.00 346,500.00
Keterangan
No
Uraian
Satuan
Harga Satuan ( Rp )
ia(eter -&(inal !5 (( ia(eter -&(inal 50 (( 52
53
54
55
Cla(p ipa i ia(eter -&(inal 300 (( ia(eter -&(inal 250 (( ia(eter -&(inal 200 (( ia(eter -&(inal 150 (( ia(eter -&(inal 125 (( ia(eter -&(inal 100 (( ia(eter -&(inal !5 (( ia(eter -&(inal 50 (( nai )* ia(eter -&(inal !5 (( 100 (( ia(eter -&(inal 50 (( !5 (( ia(eter -&(inal 15 (( 50 ((
Buah Buah
3,034,450.00 220,500.00
Buah Buah Buah Buah Buah Buah Buah Buah
2!,500.00 26,000.00 25,000.00 22,500.00 22,500.00 20,000.00 1!,000.00 15,000.00
et et et
25,000.00 1#,025.00 13,000.00
Tangki ier )lass Tangki ier )lass Kap. 3 $3 Tangki ier )lass Kap. 2 $3 Tangki ier )lass Kap. 300 Aiter
Buah Buah Buah
!,1#2,512.00 4,996,530.00 562,110.00
Kael ling ia(eter 32 (( ia(eter 2# (( ia(eter 22 (( ia(eter 19 (( ia(eter 16 ((
$eter $eter $eter $eter $eter
1!#,44#.00 150,000.00 #6,520.00 64,#90.00 4#,66#.00
Keterangan
No
Uraian
Satuan
Harga Satuan
Keterangan
( Rp )
56
5!
5#
59
60
61
&ll Ba"a ia(eter 4@ ia(eter 3@ ia(eter 2@
$eter $eter $eter
3!#,525.00 2!0,3!5.00 216,300.00
Kuas Tekuk ia(eter 32 (( ia(eter 2# (( ia(eter 22 (( ia(eter 19 (( ia(eter 16 ((
Bh Bh Bh Bh Bh
151,410.00 #3,000.00 3!,#53.00 32,445.00 16,223.00
Bull%&g )riD ia(eter 32 (( ia(eter 2# (( ia(eter 22 (( ia(eter 19 (( ia(eter 16 ((
Bh Bh Bh Bh Bh
135,1##.00 90,000.00 !0,29#.00 4#,66#.00 3!,#53.00
?al=er $&&r ia(eter 32 (( ia(eter 22 (( ia(eter 19 (( ia(eter 16 ((
Bh Bh Bh Bh
3!#,525.00 #6,520.00 54,0!5.00 32,445.00
anger ia(eter 19 (( ia(eter 16 ((
$eter $eter
3!,#53.00 29,201.00
Besi lat Teal 3 (( Teal 2,5 (( Teal 2 ((
epa a na% eru)a an a ya , Ka9a%an Per)uki)an dan Perana+an
DENI PRIHATNI% ST% MT ip. 1!#10515 1!!803 1 01#
Ar Ar Ar
1,0!9,540.00 #99,66#.00 !19,!96.00
Ka'id Ka9a%an Per)uki)an
iperik%a N Ka%i Penyediaan &ir Minu)
S3AMSUL NURAL% SP ip.1!620825 1!8#10 1 001
+IRNERI% ST 1!660613 1!!803 1 004
!0.10 KgAr 5#.42 KgAr 46.!4 KgAr
&ro%uka, 2# 7e'ruari 2018 i%u%un N (a;
AA SELFIA% ST
DAFTAR HARGA SATUAN PEKERJAAN PERPIPAAN
DINAS PERUMAHAN RAKYAT KA!ASAN PERMUKIMAN DAN PERTANAHAN
BIDANG KA!ASAN PEMUKIMAN TAHUN ANGGARAN "#$% KATEGORI JARAK DEKAT : Kec. IX Koto Sungai Lasi Bawah dan Kubung Kec. Bu!it Sundi Kec. Jun"ung Si#ih Kec. X Koto Sing!a#a! Bawah Kec. Gunung Ta$ang Kec. Danau Ke%ba#
No
Uraian
Satuan
Harga Satuan ( Rp )
I&
Ga'ian Tana Biaa Untu* Pe+aangan Pipa
1.
ipa ia(eter -&(inal 400 ((
$E
!#,453.3#
2.
ipa ia(eter -&(inal 300 ((
$E
65,#35.00
3.
ipa ia(eter -&(inal 250 ((
$E
5#,33!.13
4.
ipa ia(eter -&(inal 200 ((
$E
51,205.00
5.
ipa ia(eter -&(inal 150 ((
$E
44,43#.63
6.
ipa ia(eter -&(inal 100 ((
$E
32,1#6.00
!.
ipa ia(eter -&(inal !5 ((
$E
21,!62.13
#.
ipa ia(eter -&(inal 50 ((
$E
13,16!.00
9.
ipa ia(eter -&(inal 40 ((
$E
10,9!2.50
10.
ipa ia(eter -&(inal 25 ((
$E
#,!!#.00
II&
Ga'ian Tana Ber,atu Untu* Pe+aangan Pipa
11.
ipa ia(eter -&(inal 400 ((
$E
104,431.4!
12.
ipa ia(eter -&(inal 300 ((
$E
#!,634.#0
13.
ipa ia(eter -&(inal 250 ((
$E
!!,654.1!
14.
ipa ia(eter -&(inal 200 ((
$E
6#,160.40
15.
ipa ia(eter -&(inal 150 ((
$E
59,153.49
16.
ipa ia(eter -&(inal 100 ((
$E
42,#43.6#
1!.
ipa ia(eter -&(inal !5 ((
$E
2#,96#.1!
1#.
ipa ia(eter -&(inal 50 ((
$E
1!,526.96
19.
ipa ia(eter -&(inal 40 ((
$E
14,605.#0
20.
ipa ia(eter -&(inal 25 ((
$E
11,6#4.64
III&
Ga'ian Tana Ber,atu Untu* Pe+aangan Pipa -i,a.a Ja'an Beton
21.
ipa ia(eter -&(inal 400 ((
$E
35,053.92
22.
ipa ia(eter -&(inal 300 ((
$E
35,053.92
23.
ipa ia(eter -&(inal 250 ((
$E
32,132.!6
24.
ipa ia(eter -&(inal 200 ((
$E
24,343.00
25.
ipa ia(eter -&(inal 150 ((
$E
21,90#.!0
26.
ipa ia(eter -&(inal 100 ((
$E
19,4!4.40
2!.
ipa ia(eter -&(inal !5 ((
$E
13,632.0#
2#.
ipa ia(eter -&(inal 50 ((
$E
11,6#4.64
29.
ipa ia(eter -&(inal 40 ((
$E
14,605.#0
30.
ipa ia(eter -&(inal 25 ((
$E
11,6#4.64
I/&
Urugan Tana Ke+,a'i -an Pe+a-atan ( ,e*a ga'ian tana ,iaa )
31.
ipa ia(eter -&(inal 400 ((
$E
4#,430.6#
32.
ipa ia(eter -&(inal 300 ((
$E
42,04#.#2
33.
ipa ia(eter -&(inal 250 ((
$E
3#,2#1.31
34.
ipa ia(eter -&(inal 200 ((
$E
34,19#.0#
35.
ipa ia(eter -&(inal 150 ((
$E
30,045.19
36.
ipa ia(eter -&(inal 100 ((
$E
22,019.91
3!.
ipa ia(eter -&(inal !5 ((
$E
14,#91.!2
3#.
ipa ia(eter -&(inal 50 ((
$E
9,04!.55
39.
ipa ia(eter -&(inal 40 ((
$E
!,5!2.0!
40.
ipa ia(eter -&(inal 25 ((
$E
6,096.#6
Ket
No
Uraian
Satuan
Harga Satuan ( Rp )
/&
Urugan Tana Ke+,a'i -an Pe+a-atan ( ,e*a ga'ian tana ,er,atu )
41.
ipa ia(eter -&(inal 400 ((
$E
49,992.96
42.
ipa ia(eter -&(inal 300 ((
$E
43,405.24
43.
ipa ia(eter -&(inal 250 ((
$E
39,516.19
44.
ipa ia(eter -&(inal 200 ((
$E
35,301.24
45.
ipa ia(eter -&(inal 150 ((
$E
31,014.39
46.
ipa ia(eter -&(inal 100 ((
$E
22,!30.22
4!.
ipa ia(eter -&(inal !5 ((
$E
15,3!2.10
4#.
ipa ia(eter -&(inal 50 ((
$E
9,339.41
49.
ipa ia(eter -&(inal 40 ((
$E
!,#16.33
50.
ipa ia(eter -&(inal 25 ((
$E
6,293.54
/I&
Urugan Tana Ke+,a'i -an Pe+a-atan (Untu* Pe+aangan Pipa -i,a.a Ja'an Beton)
51.
ipa ia(eter -&(inal 400 ((
$E
!,620.96
52.
ipa ia(eter -&(inal 300 ((
$E
10,141.24
53.
ipa ia(eter -&(inal 250 ((
$E
10,4!6.19
54.
ipa ia(eter -&(inal 200 ((
$E
!,5#1.24
55.
ipa ia(eter -&(inal 150 ((
$E
!,254.39
56.
ipa ia(eter -&(inal 100 ((
$E
6,#90.22
5!.
ipa ia(eter -&(inal !5 ((
$E
4,2#4.10
5#.
ipa ia(eter -&(inal 50 ((
$E
3,!95.41
59.
ipa ia(eter -&(inal 40 ((
$E
5,440.33
60.
ipa ia(eter -&(inal 25 ((
$E
3,91!.54
/II&
Pe+aangan Beton Mutu K0""1 t,'& $1 ++ Pa-a Ja'ur Pe+aangan Pipa
61.
ipa ia(eter -&(inal 300 ((
$E
!4,436.23
62.
ipa ia(eter -&(inal 250 ((
$E
66,992.60
63.
ipa ia(eter -&(inal 200 ((
$E
59,54#.9#
64.
ipa ia(eter -&(inal 150 ((
$E
52,105.36
65.
ipa ia(eter -&(inal 100 ((
$E
44,661.!4
66.
ipa ia(eter -&(inal !5 ((
$E
44,661.!4
6!.
ipa ia(eter -&(inal 50 ((
$E
44,661.!4
/II&
Pe+aangan Beton Mutu K0$21 t,'& $1 ++ Pa-a Ja'ur Pe+aangan Pipa
6#.
ipa ia(eter -&(inal 300 ((
$E
64,0#0.23
69.
ipa ia(eter -&(inal 250 ((
$E
5!,6!2.20
!0.
ipa ia(eter -&(inal 200 ((
$E
51,264.1#
!1.
ipa ia(eter -&(inal 150 ((
$E
44,#56.16
!2.
ipa ia(eter -&(inal 100 ((
$E
3#,44#.14
!3.
ipa ia(eter -&(inal !5 ((
$E
3#,44#.14
!4.
ipa ia(eter -&(inal 50 ((
$E
3#,44#.14
/III& Pe+aangan Pipa GI
!5.
e(asangan ipa )* - 300 $$
$E
!6,#60.1!
!6.
e(asangan ipa )* - 250 $$
$E
63,492.2#
!!.
e(asangan ipa )* - 200 $$
$E
51,223.33
!#.
e(asangan ipa )* - 150 $$
$E
41,16!.50
!9.
e(asangan ipa )* - 100 $$
$E
31,101.1#
#0.
e(asangan ipa )* - !5 $$
$E
26,0#3.!5
#1.
e(asangan ipa )* - 50 $$
$E
21,366.62
#2.
e(asangan ipa )* - 40 $$
$E
1#,6!9.92
#3.
e(asangan ipa )* - 25 $$
$E
15,#09.20
I3&
Pe+aangan Pipa HDPE
#4.
e(asangan ipa 7 - 300 $$
$E
6#,#05.00
#5.
e(asangan ipa 7 - 250 $$
$E
5!,60!.00
#6.
e(asangan ipa 7 - 200 $$
$E
46,3#6.45
#!.
e(asangan ipa 7 - 150 $$
$E
3!,323.00
##.
e(asangan ipa 7 - 100 $$
$E
2!,!06.53
#9.
e(asangan ipa 7 - !5 $$
$E
20,696.50
90.
e(asangan ipa 7 - 50 $$
$E
16,400.00
Ket
No
Uraian
Satuan
Harga Satuan ( Rp )
3&
Pe+aangan Pipa P/4 (Su-a Ter+au* A55eorie P/4)
91.
e(asangan ipa C - 300 $$
$E
43,!03.##
92.
e(asangan ipa C - 250 $$
$E
39,!5#.13
93.
e(asangan ipa C - 200 $$
$E
31,366.50
94.
e(asangan ipa C - 150 $$
$E
31,091.50
95.
e(asangan ipa C - 100 $$
$E
24,392.50
96.
e(asangan ipa C - !5 $$
$E
19,602.00
9!.
e(asangan ipa C - 50 $$
$E
1#,032.30
9#.
e(asangan ipa C - 40 $$
$E
14,!55.#4
99.
e(asangan ipa C - 25 $$
$E
9,#41.15
/III& Pengetean -an Pen5u5ian Pipa
100.
engetesan %an en
$E
4,30#.95
101.
engetesan %an en
$E
3,55!.30
102.
engetesan %an en
$E
2,#11.!1
103.
engetesan %an en
$E
2,!13.49
104.
engetesan %an en
$E
2,621.33
105.
engetesan %an en
$E
2,592.!0
106.
engetesan %an en
$E
2,513.23
I3&
Pe+aangan A55eorie Pipa GI
10!.
enga%aan %an e(asangan )ate al>e - 300 ((
Bh
9,699,#00.00
10#.
enga%aan %an e(asangan )ate al>e - 250 ((
Bh
#,#!4,#00.00
109.
enga%aan %an e(asangan )ate al>e - 200 ((
Bh
!,114,#00.00
110.
enga%aan %an e(asangan )ate al>e - 150 ((
Bh
4,952,552.00
111.
enga%aan %an e(asangan )ate al>e - 100 ((
Bh
3,454,952.60
112.
enga%aan %an e(asangan )ate al>e - !5 ((
Bh
2,245,056.00
113.
enga%aan %an e(asangan )ate al>e - 50 ((
Bh
1,632,3#6.#0
114.
enga%aan %an e(asangan Tee :ll lange )* - 300 ; 300 ((
Bh
5,45!,650.00
115.
enga%aan %an e(asangan Tee :ll lange )* - 300 ; 250 ((
Bh
5,2!5,050.00
116.
enga%aan %an e(asangan Tee :ll lange )* - 300 ; 200 ((
Bh
5,12!,650.00
11!.
enga%aan %an e(asangan Tee :ll lange )* - 250 ; 250 ((
Bh
4,20#,050.00
11#.
enga%aan %an e(asangan Tee :ll lange )* - 250 ; 200 ((
Bh
3,942,950.00
119.
enga%aan %an e(asangan Tee :ll lange )* - 250 ; 150 ((
Bh
3,644,#50.00
120.
enga%aan %an e(asangan Tee :ll lange )* - 250 ; 100 ((
Bh
3,2#5,150.00
121.
enga%aan %an e(asangan Tee :ll lange )* - 200 ; 200 ((
Bh
3,014,2!5.00
122.
enga%aan %an e(asangan Tee :ll lange )* - 200 ; 150 ((
Bh
2,!!6,345.00
123.
enga%aan %an e(asangan Tee :ll lange )* - 200 ; 100 ((
Bh
2,4!#,355.00
124.
enga%aan %an e(asangan Tee :ll lange )* - 200 ; !5 ((
Bh
2,325,400.00
125.
enga%aan %an e(asangan Tee :ll lange )* - 150 ; 150 ((
Bh
1,962,1##.#0
126.
enga%aan %an e(asangan Tee :ll lange )* - 150 ; 100 ((
Bh
1,693,564.40
12!.
enga%aan %an e(asangan Tee :ll lange )* - 150 ; !5 ((
Bh
1,65!,356.#0
12#.
enga%aan %an e(asangan Tee :ll lange )* - 100 ; 100 ((
Bh
1,100,23!.60
129.
enga%aan %an e(asangan Tee :ll lange )* - 100 ; !5 ((
Bh
1,060,52!.60
130.
enga%aan %an e(asangan Tee :ll lange )* - 100 ; 50 ((
Bh
943,269.#0
131.
enga%aan %an e(asangan Tee :ll lange )* - !5 ; !5 ((
Bh
#99,352.30
132.
enga%aan %an e(asangan Tee :ll lange )* - 50 ; 50 ((
Bh
5#4,#53.50
133.
enga%aan %an e(asangan Ben% :ll lange% 90 - 300 ((
Bh
3,146,550.00
134.
enga%aan %an e(asangan Ben% :ll lange% 90 0 - 250 ((
Bh
2,509,650.00
135.
enga%aan %an e(asangan Ben% :ll lange% 90 0 - 200 ((
Bh
2,21!,325.00
136.
enga%aan %an e(asangan Ben% :ll lange% 90 0 - 150 ((
Bh
613,030.00
13!.
enga%aan %an e(asangan Ben% :ll lange% 90 0 - 100 ((
Bh
3!6,4#6.00
13#.
enga%aan %an e(asangan Ben% :ll lange% 90 0 - !5 ((
Bh
294,492.00
139.
enga%aan %an e(asangan Ben% :ll lange% 90 0 - 50 ((
Bh
215,02#.00
0
0
140.
enga%aan %an e(asangan Ben% :ll lange% 45 - 300 ((
Bh
2,696,650.00
141.
enga%aan %an e(asangan Ben% :ll lange% 45 0 - 250 ((
Bh
2,14#,#50.00
142.
enga%aan %an e(asangan Ben% :ll lange% 45 0 - 200 ((
Bh
1,945,900.00
143.
enga%aan %an e(asangan Ben% :ll lange% 45 0 - 150 ((
Bh
1,25#,6!5.00
144.
enga%aan %an e(asangan Ben% :ll lange% 45 0 - 100 ((
Bh
!21,600.00
145.
enga%aan %an e(asangan Ben% :ll lange% 45 0 - !5 ((
Bh
552,!50.00
146.
enga%aan %an e(asangan Ben% :ll lange% 45 0 - 50 ((
Bh
362,1!5.00
Bh
1,945,900.00 1,25#,6!5.00
0
14!.
enga%aan %an e(asangan Ben% :ll lange% 22,5 - 200 ((
14#.
enga%aan %an e(asangan Ben% :ll lange% 22,5 0 - 150 ((
Bh
149.
$enger"akan 10 C( engelasan engan Aas Aistrik
Bh
24,#02.50
150.
enga%aan %an engelasan lange - 300 ((
Bh
!2#,243.51
151.
enga%aan %an engelasan lange - 250 ((
Bh
65#,#44.59
152.
enga%aan %an engelasan lange - 200 ((
Bh
469,325.6!
153.
enga%aan %an engelasan lange - 150 ((
Bh
351,416.!5
Ket
No
Uraian
Satuan
Harga Satuan ( Rp )
154.
enga%aan %an engelasan lange - 100 ((
Bh
206,942.#4
155.
enga%aan %an engelasan lange - !5 ((
Bh
16#,200.##
156.
enga%aan %an engelasan lange - 50 ((
Bh
15!.
:ir al>e - 25 $$
Fnit
1,626,4#!.50
15#.
:ir al>e - 50 $$
Fnit
4,41#,50!.50
3&
129,45#.92
Pe+aangan Pipa Pen-e* -an Pipa Din-ing Bangunan Inta*e -an Reer6oar
159.
enga%aan %an e(asangan ipa en%ek )* - 300 (( A 0,50 ( +:ll lange%/
Fnit
2,422,012.01
160.
enga%aan %an e(asangan ipa en%ek )* - 300 (( A 1,00 ( +:ll lange%/
Fnit
3,294,03!.01
161.
enga%aan %an e(asangan ipa en%ek )* - 300 (( A 1,50 ( +:ll lange%/
Fnit
4,166,062.01
162.
enga%aan %an e(asangan ipa en%ek )* - 300 (( A 2,00 ( +:ll lange%/
Fnit
5,03#,0#!.01
163.
enga%aan %an e(asangan ipa en%ek )* - 300 (( A 2,50 ( +:ll lange%/
Fnit
5,910,112.01
164.
enga%aan %an e(asangan ipa en%ek )* - 300 (( A 3,00 ( +:ll lange%/
Fnit
6,!#2,13!.01
165.
enga%aan %an e(asangan ipa en%ek )* - 250 (( A 0,50 ( +:ll lange%/
Fnit
2,149,003.1#
166.
enga%aan %an e(asangan ipa en%ek )* - 250 (( A 1,00 ( +:ll lange%/
Fnit
2,##6,#1!.1#
16!.
enga%aan %an e(asangan ipa en%ek )* - 250 (( A 1,50 ( +:ll lange%/
Fnit
3,624,631.1#
16#.
enga%aan %an e(asangan ipa en%ek )* - 250 (( A 2,00 ( +:ll lange%/
Fnit
4,362,445.1#
169.
enga%aan %an e(asangan ipa en%ek )* - 250 (( A 2,50 ( +:ll lange%/
Fnit
5,100,259.1#
1!0.
enga%aan %an e(asangan ipa en%ek )* - 250 (( A 3,00 ( +:ll lange%/
Fnit
5,#3#,0!3.1#
1!1.
enga%aan %an e(asangan ipa en%ek )* - 200 (( A 0,50 ( +:ll lange%/
Fnit
1,391,906.34
1!2.
enga%aan %an e(asangan ipa en%ek )* - 200 (( A 1,00 ( +:ll lange%/
Fnit
1,!51,661.34
1!3.
enga%aan %an e(asangan ipa en%ek )* - 200 (( A 1,50 ( +:ll lange%/
Fnit
2,111,416.34
1!4.
enga%aan %an e(asangan ipa en%ek )* - 200 (( A 2,00 ( +:ll lange%/
Fnit
2,4!1,1!1.34
1!5.
enga%aan %an e(asangan ipa en%ek )* - 200 (( A 2,50 ( +:ll lange%/
Fnit
2,#30,926.34
1!6.
enga%aan %an e(asangan ipa en%ek )* - 200 (( A 3,00 ( +:ll lange%/
Fnit
3,190,6#1.34
1!!.
enga%aan %an e(asangan ipa en%ek )* - 150 (( A 0,50 ( +:ll lange%/
Fnit
954,095.6!
1!#.
enga%aan %an e(asangan ipa en%ek )* - 150 (( A 1,00 ( +:ll lange%/
Fnit
1,19!,525.6!
1!9.
enga%aan %an e(asangan ipa en%ek )* - 150 (( A 2,00 ( +:ll lange%/
Fnit
1,6#4,3#5.6!
1#0.
enga%aan %an e(asangan ipa en%ek )* - 150 (( A 2,50 ( +:ll lange%/
Fnit
1,92!,#15.6!
1#1.
enga%aan %an e(asangan ipa en%ek )* - 150 (( A 3,00 ( +:ll lange%/
Fnit
2,1!1,245.6!
1#2.
enga%aan %an e(asangan ipa en%ek )* - 100 (( A 0,50 ( +:ll lange%/
Fnit
640,595.6!
1#3.
enga%aan %an e(asangan ipa en%ek )* - 100 (( A 1,00 ( +:ll lange%/
Fnit
!92,505.6!
1#4.
enga%aan %an e(asangan ipa en%ek )* - 100 (( A 1,50 ( +:ll lange%/
Fnit
944,415.6!
1#5.
enga%aan %an e(asangan ipa en%ek )* - 100 (( A 2,00 ( +:ll lange%/
Fnit
1,096,325.6!
1#6.
enga%aan %an e(asangan ipa en%ek )* - 100 (( A 2,50 ( +:ll lange%/
Fnit
1,24#,235.6!
1#!.
enga%aan %an e(asangan ipa en%ek )* - 100 (( A 3,00 ( +:ll lange%/
Fnit
1,400,145.6!
1##.
enga%aan %an e(asangan ipa en%ek )* - !5 (( A 0,50 ( +:ll lange%/
Fnit
511,356.!5
1#9.
enga%aan %an e(asangan ipa en%ek )* - !5 (( A 1,00 ( +:ll lange%/
Fnit
616,1#6.!5
190.
enga%aan %an e(asangan ipa en%ek )* - !5 (( A 1,50 ( +:ll lange%/
Fnit
!21,016.!5
191.
enga%aan %an e(asangan ipa en%ek )* - !5 (( A 2,00 ( +:ll lange%/
Fnit
#25,#46.!5
192.
enga%aan %an e(asangan ipa en%ek )* - !5 (( A 2,50 ( +:ll lange%/
Fnit
930,6!6.!5
193.
enga%aan %an e(asangan ipa en%ek )* - !5 (( A 3,00 ( +:ll lange%/
Fnit
1,035,506.!5
194.
enga%aan %an e(asangan ipa in%ing )* - 300 (( A 0,50 ( +:ll lange%/
Fnit
2,094,2!4.60
195.
enga%aan %an e(asangan ipa in%ing )* - 300 (( A 1,00 ( +:ll lange%/
Fnit
2,963,659.60
196.
enga%aan %an e(asangan ipa in%ing )* - 250 (( A 0,50 ( +:ll lange%/
Fnit
1,#!0,#25.!9
19!.
enga%aan %an e(asangan ipa in%ing )* - 250 (( A 1,00 ( +:ll lange%/
Fnit
2,611,2!9.!9
19#.
enga%aan %an e(asangan ipa in%ing )* - 200 (( A 0,50 ( +:ll lange%/
Fnit
1,2#4,02#.0!
199.
enga%aan %an e(asangan ipa in%ing )* - 200 (( A 1,00 ( +:ll lange%/
Fnit
1,643,!#3.0!
200.
enga%aan %an e(asangan ipa in%ing )* - 150 (( A 0,50 ( +:ll lange%/
Fnit
940,14#.#5
201.
enga%aan %an e(asangan ipa in%ing )* - 150 (( A 1,00 ( +:ll lange%/
Fnit
1,1#3,5!#.#5
202.
enga%aan %an e(asangan ipa in%ing )* - 100 (( A 0,50 ( +:ll lange%/
Fnit
663,623.30
203.
enga%aan %an e(asangan ipa in%ing )* - 100 (( A 1,00 ( +:ll lange%/
Fnit
#15,533.30
204.
enga%aan %an e(asangan ipa in%ing )* - !5 (( A 0,50 ( +:ll lange%/
Fnit
561,13#.52
205.
enga%aan %an e(asangan ipa in%ing )* - !5 (( A 1,00 ( +:ll lange%/
Fnit
665,96#.52
Ket
No
Uraian
Satuan
Harga Satuan
Ket
( Rp ) 206.
enga%aan %an e(asangan ipa in%ing )* - 50 (( A 0,50 ( +:ll lange%/
Fnit
462,90#.60
20!.
enga%aan %an e(asangan ipa in%ing )* - 50 (( A 1,00 ( +:ll lange%/
Fnit
529,66!.60
3I&
Pe+aangan Unit Pe'eng*ap 7ainn8a
20#.
asangan Thrust Bl&
Fnit
602,!23.0!
209.
asangan Thrust Bl&
Fnit
564,996.60
210.
asangan Thrust Bl&
Fnit
52!,2!0.12
211.
asangan Thrust Bl&
Fnit
451,#1!.1!
212.
a(ungan u(ah +/
Fnit
1,399,520.10
213.
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Bh
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III
HARGA SATUAN : :
3,#25,500.00 3#2,550.00
;
<"#%#1## Penga-aan -an Pe+aangan Tee A'' F'ange GIP DN "1# "## ++ Bua
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TENAGA KERJA
1
e(asangan %an enyetelan
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1.0000
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B
BAHAN
1
Tee :ll lange )* - 250 ; 200 ((
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F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
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III
HARGA SATUAN : :
-'
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Tee :ll lange )* - 250 ; 250 ((
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Jeni Pe*er9aan Satuan
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3,5#4,500.00 35#,450.00
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TENAGA KERJA
1
e(asangan %an enyetelan
:T
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1.0000
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BAHAN
1
Tee :ll lange )* - 250 ; 150 ((
Bh
="=2####
* **
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10I
III
HARGA SATUAN
=><<%1##
Jeni Pe*er9aan
:
Penga-aan -an Pe+aangan Tee A'' F'ange GIP DN "1# $## ++
Satuan
:
Bua
-'
3,313,500.00 331,350.00
;
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TENAGA KERJA
1
e(asangan %an enyetelan
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1.0000
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2,910,000.00
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B
BAHAN
1
Tee :ll lange )* - 250 ; 100 ((
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10I
III
HARGA SATUAN
;
2,9#6,500.00 29#,650.00 ="%1$1##
11
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:
Penga-aan -an Pe+aangan Tee A'' F'ange GIP DN "## "## ++
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:
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TENAGA KERJA
1
e(asangan %an enyetelan
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6#,000.00
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10I
III
HARGA SATUAN : :
2,!40,250.00 2!4,025.00
;
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F:*:- 7K7::-
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TENAGA KERJA
1
e(asangan %an enyetelan
:T
'AF$7
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1.0000
6#,000.00
6#,000.00
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2,455,950.00
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B
BAHAN
1
Tee :ll lange )* - 200 ; 150 ((
Bh
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10I
III
HARGA SATUAN : :
-'
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F$A: :): + p /
6#,000.00
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B
-'
12
:T
2,523,950.00 252,395.00
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F:*:- 7K7::-
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TENAGA KERJA
1
e(asangan %an enyetelan
:T
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1.0000
6#,000.00
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BAHAN
1
Tee :ll lange )* - 200 ; 100 ((
Bh
"$%1#1##
* **
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10I
III
HARGA SATUAN
"<2%=11#
Jeni Pe*er9aan
:
Penga-aan -an Pe+aangan Tee A'' F'ange GIP DN "## 21 ++
Satuan
:
Bua
-'
2,253,050.00 225,305.00
;
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TENAGA KERJA
1
e(asangan %an enyetelan
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1.0000
6#,000.00
6#,000.00
1.0000
2,046,000.00
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B
BAHAN
1
Tee :ll lange )* - 200 ; !5 ((
Bh
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III
HARGA SATUAN
;
2,114,000.00 211,400.00 "="1<###
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Jeni Pe*er9aan
:
Penga-aan -an Pe+aangan Tee A'' F'ange GIP DN $1# $1# ++
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F:*:- 7K7::-
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TENAGA KERJA
1
e(asangan %an enyetelan
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6#,000.00
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Bh
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III
HARGA SATUAN : :
1,!#3,#0#.00 1!#,3#0.#0
;
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TENAGA KERJA
1
e(asangan %an enyetelan
:T
'AF$7
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1.0000
6#,000.00
6#,000.00
1.0000
1,4!1,604.00
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B
BAHAN
1
Tee :ll lange )* - 150 ; 100 ((
Bh
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* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
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III
HARGA SATUAN : :
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6#,000.00
Tee :ll lange )* - 150 ; 150 ((
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Jeni Pe*er9aan Satuan
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As
B
-'
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:T
1,539,604.00 153,960.40
;
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TENAGA KERJA
1
e(asangan %an enyetelan
:T
'AF$7
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F$A: :): + p / >%####
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1.0000
6#,000.00
6#,000.00
1.0000
1,43#,6##.00
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B
BAHAN
1
Tee :ll lange )* - 150 ; !5 ((
Bh
$<=%>%%#
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN
$>12=1>&%#
Jeni Pe*er9aan
:
Penga-aan -an Pe+aangan Tee A'' F'ange GIP DN $1# 1# ++
Satuan
:
Bua
-'
1,506,6##.00 150,66#.#0
;
F:*:- 7K7::-
A
TENAGA KERJA
1
e(asangan %an enyetelan
:T
'AF$7
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1.0000
6#,000.00
6#,000.00
1.0000
1,169,990.00
1,169,990.00
B
BAHAN
1
Tee :ll lange )* - 150 ; 50 ((
Bh
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F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN
;
1,23!,990.00 123,!99.00 $=>$2%?#
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Jeni Jeni Pe*e Pe*er9a r9aan an
:
Peng Penga-a a-aan an -an Pe+a Pe+aang angan an Tee A'' F'ang F'ange e GIP DN $## $## $## $## ++
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:
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-'
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F:*:- 7K7::-
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TENAGA KERJA
1
e(asangan %an enyetelan
1$####
51,000.00
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949,216.00
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BAHAN
Bh
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10I
III
HARGA SATUAN : :
1,000,216.00 100,021.60
;
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TENAGA KERJA
1
e(asangan %an enyetelan
:T
'AF$7
:): :TF:+ p /
F$A: :): + p / 1$####
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1.0000
51,000.00
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1.0000
913,116.00
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B
BAHAN
1
Tee :ll lange )* - 100 ; !5 ((
Bh
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* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
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III
HARGA SATUAN : :
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Tee :ll lange )* - 100 ; 100 ((
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1.0000
1
Jeni Jeni Pe*e Pe*er9a r9aan an Satuan
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-'
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964,116.00 96,411.60
;
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TENAGA KERJA
1
e(asangan %an enyetelan
:T
'AF$7
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1.0000
51,000.00
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B
BAHAN
1
Tee :ll lange )* - 100 ; 50 ((
Bh
%#>1$%#
* **
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10I
III
HARGA SATUAN
?<=">?&%#
Jeni Jeni Pe*e Pe*er9a r9aan an
:
Peng Penga-a a-aan an -an Pe+a Pe+aang angan an Tee A'' F'ang F'ange e GIP DN 21 21 ++
Satuan
:
Bua
-'
#5!,51#.00 #5,!51.#0
;
F:*:- 7K7::-
A
TENAGA KERJA
1
e(asangan %an enyetelan
:T
'AF$7
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As
1.0000
51,000.00
51,000.00
1.0000
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B
BAHAN
1
Tee :ll lange )* - !5 ; !5 ((
Bh
2>>1?=#
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN
;
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Jeni Jeni Pe*e Pe*er9a r9aan an
:
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Satuan
:
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-'
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F:*:- 7K7::-
A
TENAGA KERJA
1
e(asangan %an enyetelan
F$A: :): + p /
1.0000
51,000.00
51,000.00
1.0000
6!9,52#.00
6!9,52#.00
BAHAN
1
Tee :ll lange )* - !5 ; 50 ((
Bh
>2?1"%#
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN
!30,52#.00 !3,052.#0
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: :
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F:*:- 7K7::-
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TENAGA KERJA
1
e(asangan %an enyetelan
:T
'AF$7
:): :TF:+ p /
F$A: :): + p / 1$####
As
1.0000
51,000.00
51,000.00
1.0000
4#0,6#5.00
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B
BAHAN
1
Tee :ll lange )* - 50 ; 50 ((
Bh
<%#>%1#
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN
531,6#5.00 53,16#.50
;
1%<%1=&1#
Jeni Pe*er9aan
:
Penga-aan -an Pe+aangan Ben- A'' F'ange- ?# # DN =## ++
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:
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Jeni Jeni Pe*e Pe*er9a r9aan an Satuan
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TENAGA KERJA
1
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BAHAN
1
:T
'AF$7
:): :TF:+ p /
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1.0000
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Bh
1.0000
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10I
III
HARGA SATUAN
!6,500.00 "2%<####
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2,#60,500.00 2#6,050.00
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:
Penga-aan -an Pe+aangan Ben- A'' F'ange- ?# # DN "1# ++
Satuan
:
Bua
-'
2,!#4,000.00
F:*:- 7K7::-
A
TENAGA KERJA
1
e(asangan %an enyetelan
:T
'AF$7
:): :TF:+ p /
F$A: :): + p / 2>1###
As
1.0000
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1.0000
2,205,000.00
B
BAHAN
1
Ben% :ll lange% 900 - 250 ((
Bh
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN
!6,500.00 ""#1####
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2,205,000.00 2,2#1,500.00 22#,150.00 "1#?>1##
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:
Penga-aan -an Pe+aangan Ben- A'' F'ange- ?# # DN "## ++
Satuan
:
Bua
-'
2"
F:*:- 7K7::-
A
TENAGA KERJA
1
e(asangan %an enyetelan
F$A: :): + p / >%####
6#,000.00
1.0000
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BAHAN
Ben% :ll lange% 90 0 - 200 ((
Bh
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN
6#,000.00 $?<221##
1,94!,!50.00 2,015,!50.00 201,5!5.00
;
""$2="1#
Jeni Pe*er9aan
:
Penga-aan -an Pe+aangan Ben- A'' F'ange- ?# # DN $1# ++
Satuan
:
Bua
F:*:- 7K7::-
A
TENAGA KERJA
1
e(asangan %an enyetelan
:T
'AF$7
:): :TF:+ p /
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As
1.0000
6#,000.00
6#,000.00
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B
BAHAN
1
Ben% :ll lange% 90 0 - 150 ((
Bh
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* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN : :
-'
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:): :TF:+ p /
1.0000
1
Jeni Jeni Pe*e Pe*er9a r9aan an Satuan
'AF$7
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B
-'
2=
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55!,300.00 55,!30.00
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TENAGA KERJA
1
e(asangan %an enyetelan
:T
'AF$7
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1.0000
6#,000.00
6#,000.00
1.0000
2!4,260.00
2!4,260.00
B
BAHAN
1
Ben% :ll lange% 90 0 - 100 ((
Bh
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* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN
=2><%>#
Jeni Pe*er9aan
:
Penga-aan -an Pe+aangan Ben- A'' F'ange- ?# # DN 21 ++
Satuan
:
Bua
-'
342,260.00 34,226.00
;
F:*:- 7K7::-
A
TENAGA KERJA
1
e(asangan %an enyetelan
B
BAHAN
1
Ben% :ll lange% 90 0 - !5 ((
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HARGA SATUAN
:T
'AF$7
:): :TF:+ p /
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1.0000
51,000.00
51,000.00
Bh
1.0000
216,!20.00
216,!20.00
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10I
;
26!,!20.00 26,!!2.00 "?<"#
21
Jeni Pe*er9aan
:
Penga-aan -an Pe+aangan Ben- A'' F'ange- ?# # DN 1# ++
Satuan
:
Bua
-'
2>
F:*:- 7K7::-
A
TENAGA KERJA
1
e(asangan %an enyetelan
B
BAHAN
1
Ben% :ll lange% 90 0 - 50 ((
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F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
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HARGA SATUAN
:): :TF:+ p /
F$A: :): + p / 1$####
As
1.0000
51,000.00
51,000.00
Bh
1.0000
144,4#0.00
144,4#0.00
10I
195,4#0.00 19,54#.00
;
"$1#"%#
Jeni Pe*er9aan
:
Penga-aan -an Pe+aangan Ben- A'' F'ange- <1 # DN =## ++
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:
Bua
F:*:- 7K7::-
A
TENAGA KERJA
1
e(asangan %an enyetelan
B
BAHAN
1
:T
'AF$7
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1.0000
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Bh
1.0000
2,3!5,000.00
2,3!5,000.00
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10I
III
HARGA SATUAN
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2,451,500.00 245,150.00
;
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:
Penga-aan -an Pe+aangan Ben- A'' F'ange- <1 # DN "1# ++
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:
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-'
22
:T
F:*:- 7K7::-
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TENAGA KERJA
1
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1
:T
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1.0000
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Bh
1.0000
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10I
III
HARGA SATUAN
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:
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:
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-'
1,953,500.00 195,350.00
;
F:*:- 7K7::-
A
TENAGA KERJA
1
e(asangan %an enyetelan
B
BAHAN
1
:T
'AF$7
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1.0000
6#,000.00
6#,000.00
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Bh
1.0000
1,!01,000.00
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* **
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10I
III
HARGA SATUAN
$2#$####
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:
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:
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-'
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TENAGA KERJA
1
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1
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1.0000
6#,000.00
6#,000.00
Ben% :ll lange% 45 0 - 150 ((
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1.0000
1,0!6,250.00
1,0!6,250.00
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III
HARGA SATUAN
$#2>"1##
1,144,250.00 114,425.00
;
$"1%>21#
Jeni Pe*er9aan
:
Penga-aan -an Pe+aangan Ben- A'' F'ange- <1 # DN $## ++
Satuan
:
Bua
F:*:- 7K7::-
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TENAGA KERJA
1
e(asangan %an enyetelan
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1
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1.0000
6#,000.00
6#,000.00
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1.0000
5##,000.00
5##,000.00
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III
HARGA SATUAN
1%%####
656,000.00 65,600.00
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Jeni Pe*er9aan
:
Penga-aan -an Pe+aangan Ben- A'' F'ange- <1 # DN 21 ++
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TENAGA KERJA
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1
Ben% :ll lange% 45 0 - !5 ((
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HARGA SATUAN
:T
'AF$7
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1.0000
51,000.00
51,000.00
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1.0000
451,500.00
451,500.00
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11"21##
Jeni Pe*er9aan
:
Penga-aan -an Pe+aangan Ben- A'' F'ange- <1 # DN 1# ++
Satuan
:
Bua
-'
502,500.00 50,250.00
;
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TENAGA KERJA
1
e(asangan %an enyetelan
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BAHAN
1
Ben% :ll lange% 45 0 - 50 ((
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HARGA SATUAN
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1.0000
51,000.00
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1.0000
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329,250.00 32,925.00 =>"$21#
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Jeni Pe*er9aan
:
Penga-aan -an Pe+aangan Ben- A'' F'ange- ""1 # DN "## ++
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TENAGA KERJA
1
e(asangan %an enyetelan
B
BAHAN
1
'AF$7
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1.0000
6#,000.00
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1.0000
1,!01,000.00
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10I
III
HARGA SATUAN :
Penga-aan -an Pe+aangan Ben- A'' F'ange- ""1 # DN $1# ++
:
Bua
F:*:- 7K7::-
A
TENAGA KERJA
1
e(asangan %an enyetelan
1,!69,000.00 1!6,900.00
;
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BAHAN
1
:T
'AF$7
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1.0000
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1.0000
1,0!6,250.00
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10I
III
HARGA SATUAN :
Menger9a*an $# 4+ Penge'aan Dengan 7a 7itri*
:
5+
-'
F:*:- 7K7::-
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TENAGA KERJA
1 2 3
eker"a Tukang Besi K&nstruksi $an%&r
B
BAHAN
1 2 3
Kaat Aas Aistrik &lar $inyak elu(as
III
1,0!6,250.00 1,144,250.00 114,425.00
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*
6#,000.00 $#2>"1##
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6#,000.00 $2#$####
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0.0400 0.0200 0.0020
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Kg Atr Atr
0.1000 0.3000 0.0400
91,#!5.00 #,000.00 35,000.00
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3,400.00 1,#20.00 220.00 $"?%2&1#
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:
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:
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-'
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TENAGA KERJA
1
Biaya engelasan
"==>=?&11
233,639.55
1.0000
42#,400.00
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<"%<###
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III
HARGA SATUAN : :
A
TENAGA KERJA
1
Biaya engelasan
662,039.55 66,203.96
;
2"%"<=&1$ Penga-aan -an Penge'aan F'ange DN "1# ++ Bua
F:*:- 7K7::-
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'AF$7
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!#.5000
2,4#0.25
194,699.63
1.0000
404,250.00
404,250.00
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BAHAN
1
lange - 250 ((
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<#<"1##
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III
HARGA SATUAN : :
-'
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F$A: :): + p /
2,4#0.25
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94.2000
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'AF$7
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-'
%%
:T
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TENAGA KERJA
1
Biaya engelasan
59#,949.63 59,#94.96
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BAHAN
1
lange - 200 ((
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III
HARGA SATUAN
<>?="1&>2
Jeni Pe*er9aan
:
Penga-aan -an Penge'aan F'ange DN $1# ++
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:
Bua
-'
F:*:- 7K7::-
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TENAGA KERJA
1
Biaya engelasan
426,659.!0 42,665.9!
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BAHAN
1
lange - 150 ((
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III
HARGA SATUAN
;
319,469.!# 31,946.9# =1$<$>&21
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Jeni Pe*er9aan
:
Penga-aan -an Penge'aan F'ange DN $## ++
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:
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-'
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TENAGA KERJA
1
Biaya engelasan
2,4#0.25
!!,#!9.#5
1.0000
110,250.00
110,250.00
BAHAN
lange - 100 ((
Bh
$$#"1##
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10I
III
HARGA SATUAN
1##,129.#5 1#,#12.99
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TENAGA KERJA
1
Biaya engelasan
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'AF$7
F$A: :): + p / 1%<#?&%?
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23.5500
2,4#0.25
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1.0000
94,500.00
94,500.00
B
BAHAN
1
lange - !5 ((
Bh
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10I
III
HARGA SATUAN : :
Penga-aan -an Penge'aan F'ange DN 1# ++ Bua
F:*:- 7K7::-
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TENAGA KERJA
1
Biaya engelasan
:T
=%?=?&?=
2,4#0.25
3#,939.93
1.0000
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BAHAN
lange - 50 ((
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F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN
-'
F$A: :): + p /
15.!000
1
Satuan
:): :TF:+ p /
'AF$7
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B
Jeni Pe*er9aan
152,909.#9 15,290.99
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31.4000
1
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F$A: :): + p /
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Jeni Pe*er9aan Satuan
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'AF$7
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11!,6#9.93 11,!6#.99
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$"?<1%&?" : :
Air /a'6e DN "1 MM UNIT
F:*:- 7K7::-
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BAHAN
1 2
a%%le Cla(p - 100 25 (( :ir al>e - 25 ((
B
PEMASANGAN
1 2
e(asangan :lat antu ker"a
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HARGA SATUAN
:T
'AF$7
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F$A: :): + p / $$2#?###
Fnit Fnit
1.0000 1.0000
As As
1.0000 1.0000
120,900.00 1,050,000.00
120,900.00 1,050,000.00
1,1!0,900.00 292,!25.00 15,000.00
292,!25.00 15,000.00
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10I
;
1,4!#,625.00 14!,#62.50 $>"><%2&1#
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1 2
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HARGA SATUAN : :
TENAGA KERJA
1 2 3
Biaya engelasan lange +%ua uah Jange/ e(&t&ngan ipa e(asangan %an enyetelan
Fnit Fnit
1.0000 1.0000
As As
1.0000 1.0000
325,500.00 3,150,000.00
325,500.00 3,150,000.00
3,4!5,500.00 521,325.00 20,000.00
521,325.00 20,000.00
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10I
:T
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'AF$7
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4,016,#25.00 401,6#2.50
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1,5#5,500.00 42#,400.00
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BAHAN
1 2
ipa )* - 300 (( lange ing - 300 ((
( h
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F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
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III
HARGA SATUAN
46!,2!9.10 1!,000.00 6#,000.00 $>11##
: :
!92,!50.00 #56,#00.00 2,201,#29.10 220,1#2.91
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TENAGA KERJA
1 2 3
Biaya engelasan lange +%ua uah Jange/ e(&t&ngan ipa e(asangan %an enyetelan
:T
'AF$7
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1##.4000 1.0000 1.0000
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1.0000 2.0000
1,5#5,500.00 42#,400.00
1,5#5,500.00 #56,#00.00
B
BAHAN
1 2
ipa )* - 300 (( lange ing - 300 ((
( h
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN
Jeni Pe*er9aan Satuan
F$A: :): + p /
Penga-aan -an Pe+aangan Pipa Pen-e* GI DN =## ++ 7 0 #1# + (A'' F'ange-) Unit
A
-'
?2
:): :TF:+ p /
<<$%1#2&1#
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'AF$7
B
Jeni Pe*er9aan Satuan
:T
=<211###
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2,994,5!9.10 299,45!.91
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F:*:- 7K7::-
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TENAGA KERJA
1 2 3
Biaya engelasan lange +%ua uah Jange/ e(&t&ngan ipa e(asangan %an enyetelan
:T
'AF$7
:): :TF:+ p /
F$A: :): + p / 11""2?&$#
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1##.4000 1.0000 1.0000
2,4#0.25 1!,000.00 6#,000.00
46!,2!9.10 1!,000.00 6#,000.00
1.5000 2.0000
1,5#5,500.00 42#,400.00
2,3!#,250.00 #56,#00.00
B
BAHAN
1 2
ipa )* - 300 (( lange ing - 300 ((
( h
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HARGA SATUAN
;
3,!#!,329.10 3!#,!32.91 <$>>#>"$
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Jeni Pe*er9aan
:
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:
Unit
-'
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F:*:- 7K7::-
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TENAGA KERJA
1 2 3
Biaya engelasan lange +%ua uah Jange/ e(&t&ngan ipa e(asangan %an enyetelan
11""2?&$#
46!,2!9.10 1!,000.00 6#,000.00
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3,1!1,000.00 #56,#00.00
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III
HARGA SATUAN : :
Penga-aan -an Pe+aangan Pipa Pen-e* GI DN =## ++ 7 0 "1# + (A'' F'ange-) Unit
A
TENAGA KERJA
1 2 3
Biaya engelasan lange +%ua uah Jange/ e(&t&ngan ipa e(asangan %an enyetelan
:T
'AF$7
:): :TF:+ p /
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1##.4000 1.0000 1.0000
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46!,2!9.10 1!,000.00 6#,000.00
2.5000 2.0000
1,5#5,500.00 42#,400.00
3,963,!50.00 #56,#00.00
B
BAHAN
1 2
ipa )* - 300 (( lange ing - 300 ((
( h
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F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN
<%"#11##
: :
5,3!2,#29.10 53!,2#2.91
;
1?$#$$"$ Penga-aan -an Pe+aangan Pipa Pen-e* GI DN =## ++ 7 0 =## + (A'' F'ange-) Unit
F:*:- 7K7::-
A
TENAGA KERJA
1 2 3
Biaya engelasan lange +%ua uah Jange/ e(&t&ngan ipa e(asangan %an enyetelan
:T
'AF$7
:): :TF:+ p /
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1##.4000 1.0000 1.0000
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3.0000 2.0000
1,5#5,500.00 42#,400.00
4,!56,500.00 #56,#00.00
B
BAHAN
1 2
ipa )* - 300 (( lange ing - 300 ((
( h
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN
Jeni Pe*er9aan Satuan
4,5#0,0!9.10 45#,00!.91
;
1#=%#%2$
F:*:- 7K7::-
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$#$
F$A: :): + p /
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ipa )* - 300 (( lange ing - 300 ((
Jeni Pe*er9aan Satuan
:): :TF:+ p /
1##.4000 1.0000 1.0000
1 2
Jeni Pe*er9aan Satuan
'AF$7
<( As As
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-'
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6,165,5!9.10 616,55!.91
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F:*:- 7K7::-
A
TENAGA KERJA
1 2 3
Biaya engelasan lange +%ua uah Jange/ e(&t&ngan ipa e(asangan %an enyetelan
:T
'AF$7
:): :TF:+ p /
F$A: :): + p / <2<=??&"1
<( As As
15!.0000 1.0000 1.0000
2,4#0.25 1!,000.00 6#,000.00
0.5000 2.0000
1,341,4#0.00 404,250.00
B
BAHAN
1 2
ipa )* - 250 (( lange ing - 250 ((
( h
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN
3#9,399.25 1!,000.00 6#,000.00 $<2?"<##
;
6!0,!40.00 #0#,500.00 1,953,639.25 195,363.93 "$##=&
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Jeni Pe*er9aan
:
Penga-aan -an Pe+aangan Pipa Pen-e* GI DN "1# ++ 7 0 $## + (A'' F'ange-)
Satuan
:
Unit
-'
$#=
F:*:- 7K7::-
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TENAGA KERJA
1 2 3
Biaya engelasan lange +%ua uah Jange/ e(&t&ngan ipa e(asangan %an enyetelan
<2<=??&"1
3#9,399.25 1!,000.00 6#,000.00
1.0000 2.0000
1,341,4#0.00 404,250.00
1,341,4#0.00 #0#,500.00
BAHAN
( h
"$?%##
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN : :
Penga-aan -an Pe+aangan Pipa Pen-e* GI DN "1# ++ 7 0 $1# + (A'' F'ange-) Unit
A
TENAGA KERJA
1 2 3
Biaya engelasan lange +%ua uah Jange/ e(&t&ngan ipa e(asangan %an enyetelan
:T
'AF$7
:): :TF:+ p /
F$A: :): + p / <2<=??&"1
<( As As
15!.0000 1.0000 1.0000
2,4#0.25 1!,000.00 6#,000.00
3#9,399.25 1!,000.00 6#,000.00
1.5000 2.0000
1,341,4#0.00 404,250.00
2,012,220.00 #0#,500.00
B
BAHAN
1 2
ipa )* - 250 (( lange ing - 250 ((
( h
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F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN
"%"#2"##
: :
3,295,119.25 329,511.93
;
=>"<>=$&$% Penga-aan -an Pe+aangan Pipa Pen-e* GI DN "1# ++ 7 0 "## + (A'' F'ange-) Unit
F:*:- 7K7::-
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TENAGA KERJA
1 2 3
Biaya engelasan lange +%ua uah Jange/ e(&t&ngan ipa e(asangan %an enyetelan
:T
'AF$7
:): :TF:+ p /
F$A: :): + p / <2<=??&"1
<( As As
15!.0000 1.0000 1.0000
2,4#0.25 1!,000.00 6#,000.00
3#9,399.25 1!,000.00 6#,000.00
2.0000 2.0000
1,341,4#0.00 404,250.00
2,6#2,960.00 #0#,500.00
B
BAHAN
1 2
ipa )* - 250 (( lange ing - 250 ((
( h
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN
Jeni Pe*er9aan Satuan
2,624,3!9.25 262,43!.93
;
"%%>%$2&
%$F:*:- 7K7::-
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2,4#0.25 1!,000.00 6#,000.00
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Jeni Pe*er9aan Satuan
:): :TF:+ p /
15!.0000 1.0000 1.0000
1 2
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'AF$7
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: :
-'
3,965,#59.25 396,5#5.93
;
<=>"<<1&$% Penga-aan -an Pe+aangan Pipa Pen-e* GI DN "1# ++ 7 0 "1# + (A'' F'ange-) Unit
F:*:- 7K7::-
A
TENAGA KERJA
1 2 3
Biaya engelasan lange +%ua uah Jange/ e(&t&ngan ipa e(asangan %an enyetelan
:T
'AF$7
:): :TF:+ p /
F$A: :): + p / <2<=??&"1
<( As As
15!.0000 1.0000 1.0000
2,4#0.25 1!,000.00 6#,000.00
3#9,399.25 1!,000.00 6#,000.00
2.5000 2.0000
1,341,4#0.00 404,250.00
3,353,!00.00 #0#,500.00
B
BAHAN
1 2
ipa )* - 250 (( lange ing - 250 ((
( h
<$>""###
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN
;
4,636,599.25 463,659.93 1$##"1?&
%$ $#>
Jeni Pe*er9aan
:
Penga-aan -an Pe+aangan Pipa Pen-e* GI DN "1# ++ 7 0 =## + (A'' F'ange-)
Satuan
:
Unit
-'
$#2
F:*:- 7K7::-
A
TENAGA KERJA
1 2 3
Biaya engelasan lange +%ua uah Jange/ e(&t&ngan ipa e(asangan %an enyetelan
<2<=??&"1
3#9,399.25 1!,000.00 6#,000.00
3.0000 2.0000
1,341,4#0.00 404,250.00
4,024,440.00 #0#,500.00
BAHAN
( h
<%="?<##
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN : :
Penga-aan -an Pe+aangan Pipa Pen-e* GI DN "## ++ 7 0 #1# + (A'' F'ange-) Unit
A
TENAGA KERJA
1 2 3
Biaya engelasan lange +%ua uah Jange/ e(&t&ngan ipa e(asangan %an enyetelan
:T
'AF$7
:): :TF:+ p /
F$A: :): + p / =?>1$?&<#
<( As As
125.6000 1.0000 1.0000
2,4#0.25 1!,000.00 6#,000.00
311,519.40 1!,000.00 6#,000.00
0.5000 2.0000
654,100.00 2!0,900.00
32!,050.00 541,#00.00
B
BAHAN
1 2
ipa )* - 200 (( lange ing - 200 ((
( h
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN
%>%%1##
: :
1,265,369.40 126,536.94
;
$=?$?#>&=< Penga-aan -an Pe+aangan Pipa Pen-e* GI DN "## ++ 7 0 $## + (A'' F'ange-) Unit
F:*:- 7K7::-
A
TENAGA KERJA
1 2 3
Biaya engelasan lange +%ua uah Jange/ e(&t&ngan ipa e(asangan %an enyetelan
:T
'AF$7
:): :TF:+ p /
F$A: :): + p / =?>1$?&<#
<( As As
125.6000 1.0000 1.0000
2,4#0.25 1!,000.00 6#,000.00
1.0000 2.0000
654,100.00 2!0,900.00
B
BAHAN
1 2
ipa )* - 200 (( lange ing - 200 ((
( h
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN
Jeni Pe*er9aan Satuan
5,30!,339.25 530,!33.93
;
1%=%#2=&
%$F:*:- 7K7::-
-'
$#?
F$A: :): + p /
2,4#0.25 1!,000.00 6#,000.00
ipa )* - 250 (( lange ing - 250 ((
Jeni Pe*er9aan Satuan
:): :TF:+ p /
15!.0000 1.0000 1.0000
1 2
Jeni Pe*er9aan Satuan
'AF$7
<( As As
B
-'
$#%
:T
311,519.40 1!,000.00 6#,000.00 $$?1?###
: :
-'
654,100.00 541,#00.00 1,592,419.40 159,241.94
;
$21$>>$&=< Penga-aan -an Pe+aangan Pipa Pen-e* GI DN "## ++ 7 0 $1# + (A'' F'ange-) Unit
F:*:- 7K7::-
A
TENAGA KERJA
1 2 3
Biaya engelasan lange +%ua uah Jange/ e(&t&ngan ipa e(asangan %an enyetelan
:T
'AF$7
:): :TF:+ p /
F$A: :): + p / =?>1$?&<#
<( As As
125.6000 1.0000 1.0000
2,4#0.25 1!,000.00 6#,000.00
1.5000 2.0000
654,100.00 2!0,900.00
B
BAHAN
1 2
ipa )* - 200 (( lange ing - 200 ((
( h
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN
311,519.40 1!,000.00 6#,000.00 $1""?1##
;
9#1,150.00 541,#00.00 1,919,469.40 191,946.94 "$$$<$>&=<
$$#
Jeni Pe*er9aan
:
Penga-aan -an Pe+aangan Pipa Pen-e* GI DN "## ++ 7 0 "## + (A'' F'ange-)
Satuan
:
Unit
-'
$$$
F:*:- 7K7::-
A
TENAGA KERJA
1 2 3
Biaya engelasan lange +%ua uah Jange/ e(&t&ngan ipa e(asangan %an enyetelan
=?>1$?&<#
311,519.40 1!,000.00 6#,000.00
2.0000 2.0000
654,100.00 2!0,900.00
1,30#,200.00 541,#00.00
BAHAN
( h
$%1#####
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN : :
Penga-aan -an Pe+aangan Pipa Pen-e* GI DN "## ++ 7 0 "1# + (A'' F'ange-) Unit
A
TENAGA KERJA
1 2 3
Biaya engelasan lange +%ua uah Jange/ e(&t&ngan ipa e(asangan %an enyetelan
:T
'AF$7
:): :TF:+ p /
F$A: :): + p / =?>1$?&<#
<( As As
125.6000 1.0000 1.0000
2,4#0.25 1!,000.00 6#,000.00
311,519.40 1!,000.00 6#,000.00
2.5000 2.0000
654,100.00 2!0,900.00
1,635,250.00 541,#00.00
B
BAHAN
1 2
ipa )* - 200 (( lange ing - 200 ((
( h
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN
"$22#1##
: :
2,5!3,569.40 25!,356.94
;
"%=#?">&=< Penga-aan -an Pe+aangan Pipa Pen-e* GI DN "## ++ 7 0 =## + (A'' F'ange-) Unit
F:*:- 7K7::-
A
TENAGA KERJA
1 2 3
Biaya engelasan lange +%ua uah Jange/ e(&t&ngan ipa e(asangan %an enyetelan
:T
'AF$7
:): :TF:+ p /
F$A: :): + p / =?>1$?&<#
<( As As
125.6000 1.0000 1.0000
2,4#0.25 1!,000.00 6#,000.00
311,519.40 1!,000.00 6#,000.00
3.0000 2.0000
654,100.00 2!0,900.00
1,962,300.00 541,#00.00
B
BAHAN
1 2
ipa )* - 200 (( lange ing - 200 ((
( h
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN
Jeni Pe*er9aan Satuan
2,246,519.40 224,651.94
;
"<2$$2$&=<
F:*:- 7K7::-
-'
$$=
F$A: :): + p /
2,4#0.25 1!,000.00 6#,000.00
ipa )* - 200 (( lange ing - 200 ((
Jeni Pe*er9aan Satuan
:): :TF:+ p /
125.6000 1.0000 1.0000
1 2
Jeni Pe*er9aan Satuan
'AF$7
<( As As
B
-'
$$"
:T
"1#<$###
: :
-'
2,900,619.40 290,061.94
;
=$?#>%$&=< Penga-aan -an Pe+aangan Pipa Pen-e* GI DN $1# ++ 7 0 #1# + (A'' F'ange-) Unit
F:*:- 7K7::-
A
TENAGA KERJA
1 2 3
Biaya engelasan lange +%ua uah Jange/ e(&t&ngan ipa e(asangan %an enyetelan
:T
'AF$7
:): :TF:+ p /
F$A: :): + p / "<#21?&2#
<( As As
62.#000 1.0000 1.0000
2,4#0.25 1!,000.00 6#,000.00
155,!59.!0 1!,000.00 6#,000.00
0.5000 2.0000
442,600.00 202,650.00
221,300.00 405,300.00
B
BAHAN
1 2
ipa )* - 150 (( lange ing - 150 ((
( h
>">>###
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN
;
#6!,359.!0 #6,!35.9! ?1<#?1&>2
$$<
Jeni Pe*er9aan
:
Penga-aan -an Pe+aangan Pipa Pen-e* GI DN $1# ++ 7 0 $## + (A'' F'ange-)
Satuan
:
Unit
-'
$$1
F:*:- 7K7::-
A
TENAGA KERJA
1 2 3
Biaya engelasan lange +%ua uah Jange/ e(&t&ngan ipa e(asangan %an enyetelan
"<#21?&2#
155,!59.!0 1!,000.00 6#,000.00
1.0000 2.0000
442,600.00 202,650.00
442,600.00 405,300.00
BAHAN
( h
%<2?###
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN : :
Penga-aan -an Pe+aangan Pipa Pen-e* GI DN $1# ++ 7 0 $1# + (A'' F'ange-) Unit
A
TENAGA KERJA
1 2 3
Biaya engelasan lange +%ua uah Jange/ e(&t&ngan ipa e(asangan %an enyetelan
:T
'AF$7
:): :TF:+ p /
F$A: :): + p / "<#21?&2#
<( As As
62.#000 1.0000 1.0000
2,4#0.25 1!,000.00 6#,000.00
1.5000 2.0000
442,600.00 202,650.00
B
BAHAN
1 2
ipa )* - 150 (( lange ing - 150 ((
( h
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN
155,!59.!0 1!,000.00 6#,000.00 $#>?"###
: :
663,900.00 405,300.00 1,309,959.!0 130,995.9!
;
$<<#?11&>2 Penga-aan -an Pe+aangan Pipa Pen-e* GI DN $1# ++ 7 0 "## + (A'' F'ange-) Unit
F:*:- 7K7::-
A
TENAGA KERJA
1 2 3
Biaya engelasan lange +%ua uah Jange/ e(&t&ngan ipa e(asangan %an enyetelan
:T
'AF$7
:): :TF:+ p /
F$A: :): + p / "<#21?&2#
<( As As
62.#000 1.0000 1.0000
2,4#0.25 1!,000.00 6#,000.00
2.0000 2.0000
442,600.00 202,650.00
B
BAHAN
1 2
ipa )* - 150 (( lange ing - 150 ((
( h
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN
Jeni Pe*er9aan Satuan
1,0##,659.!0 10#,#65.9!
;
$$?21"1&>2
F:*:- 7K7::-
-'
$$2
F$A: :): + p /
2,4#0.25 1!,000.00 6#,000.00
ipa )* - 150 (( lange ing - 150 ((
Jeni Pe*er9aan Satuan
:): :TF:+ p /
62.#000 1.0000 1.0000
1 2
Jeni Pe*er9aan Satuan
'AF$7
<( As As
B
-'
$$>
:T
155,!59.!0 1!,000.00 6#,000.00 $"?#1###
: :
-'
##5,200.00 405,300.00 1,531,259.!0 153,125.9!
;
$>%<=%1&>2 Penga-aan -an Pe+aangan Pipa Pen-e* GI DN $1# ++ 7 0 "1# + (A'' F'ange-) Unit
F:*:- 7K7::-
A
TENAGA KERJA
1 2 3
Biaya engelasan lange +%ua uah Jange/ e(&t&ngan ipa e(asangan %an enyetelan
:T
'AF$7
:): :TF:+ p /
F$A: :): + p / "<#21?&2#
<( As As
62.#000 1.0000 1.0000
2,4#0.25 1!,000.00 6#,000.00
155,!59.!0 1!,000.00 6#,000.00
2.5000 2.0000
442,600.00 202,650.00
1,106,500.00 405,300.00
B
BAHAN
1 2
ipa )* - 150 (( lange ing - 150 ((
( h
$1$$%###
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN
;
1,!52,559.!0 1!5,255.9! $?"2%$1&>2
$
%$Jeni Pe*er9aan
:
Penga-aan -an Pe+aangan Pipa Pen-e* GI DN $1# ++ 7 0 =## + (A'' F'ange-)
Satuan
:
Unit
-'
$$?
F:*:- 7K7::-
A
TENAGA KERJA
1 2 3
Biaya engelasan lange +%ua uah Jange/ e(&t&ngan ipa e(asangan %an enyetelan
"<#21?&2#
155,!59.!0 1!,000.00 6#,000.00
3.0000 2.0000
442,600.00 202,650.00
1,32!,#00.00 405,300.00
BAHAN
( h
$2==$###
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN : :
Penga-aan -an Pe+aangan Pipa Pen-e* GI DN $## ++ 7 0 #1# + (A'' F'ange-) Unit
A
TENAGA KERJA
1 2 3
Biaya engelasan lange +%ua uah Jange/ e(&t&ngan ipa e(asangan %an enyetelan
:T
'AF$7
:): :TF:+ p /
F$A: :): + p / ""=21?&2#
<( As As
62.#000 1.0000 1.0000
2,4#0.25 1!,000.00 51,000.00
155,!59.!0 1!,000.00 51,000.00
0.5000 2.0000
2!6,200.00 110,250.00
13#,100.00 220,500.00
B
BAHAN
1 2
ipa )* - 100 (( lange ing - 100 ((
( h
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN
=1%>###
: :
5#2,359.!0 5#,235.9!
;
><#1?1&>2 Penga-aan -an Pe+aangan Pipa Pen-e* GI DN $## ++ 7 0 $## + (A'' F'ange-) Unit
F:*:- 7K7::-
A
TENAGA KERJA
1 2 3
Biaya engelasan lange +%ua uah Jange/ e(&t&ngan ipa e(asangan %an enyetelan
:T
'AF$7
:): :TF:+ p /
F$A: :): + p / ""=21?&2#
<( As As
62.#000 1.0000 1.0000
2,4#0.25 1!,000.00 51,000.00
155,!59.!0 1!,000.00 51,000.00
1.0000 2.0000
2!6,200.00 110,250.00
2!6,200.00 220,500.00
B
BAHAN
1 2
ipa )* - 100 (( lange ing - 100 ((
( h
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN
Jeni Pe*er9aan Satuan
1,9!3,#59.!0 19!,3#5.9!
;
"$2$"<1&>2
F:*:- 7K7::-
-'
$"$
F$A: :): + p /
2,4#0.25 1!,000.00 6#,000.00
ipa )* - 150 (( lange ing - 150 ((
Jeni Pe*er9aan Satuan
:): :TF:+ p /
62.#000 1.0000 1.0000
1 2
Jeni Pe*er9aan Satuan
'AF$7
<( As As
B
-'
$"#
:T
>2###
: :
-'
!20,459.!0 !2,045.9!
;
2?"1#1&>2 Penga-aan -an Pe+aangan Pipa Pen-e* GI DN $## ++ 7 0 $1# + (A'' F'ange-) Unit
F:*:- 7K7::-
A
TENAGA KERJA
1 2 3
Biaya engelasan lange +%ua uah Jange/ e(&t&ngan ipa e(asangan %an enyetelan
:T
'AF$7
:): :TF:+ p /
F$A: :): + p / ""=21?&2#
<( As As
62.#000 1.0000 1.0000
2,4#0.25 1!,000.00 51,000.00
155,!59.!0 1!,000.00 51,000.00
1.5000 2.0000
2!6,200.00 110,250.00
414,300.00 220,500.00
B
BAHAN
1 2
ipa )* - 100 (( lange ing - 100 ((
( h
>=<%###
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN
;
#5#,559.!0 #5,#55.9! ?<<<$1&>2
$""
Jeni Pe*er9aan
:
Penga-aan -an Pe+aangan Pipa Pen-e* GI DN $## ++ 7 0 "## + (A'' F'ange-)
Satuan
:
Unit
-'
$"=
F:*:- 7K7::-
A
TENAGA KERJA
1 2 3
Biaya engelasan lange +%ua uah Jange/ e(&t&ngan ipa e(asangan %an enyetelan
""=21?&2#
155,!59.!0 1!,000.00 51,000.00
2.0000 2.0000
2!6,200.00 110,250.00
552,400.00 220,500.00
BAHAN
( h
22"?###
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN : :
Penga-aan -an Pe+aangan Pipa Pen-e* GI DN $## ++ 7 0 "1# + (A'' F'ange-) Unit
A
TENAGA KERJA
1 2 3
Biaya engelasan lange +%ua uah Jange/ e(&t&ngan ipa e(asangan %an enyetelan
:T
'AF$7
:): :TF:+ p /
F$A: :): + p / ""=21?&2#
<( As As
62.#000 1.0000 1.0000
2,4#0.25 1!,000.00 51,000.00
155,!59.!0 1!,000.00 51,000.00
2.5000 2.0000
2!6,200.00 110,250.00
690,500.00 220,500.00
B
BAHAN
1 2
ipa )* - 100 (( lange ing - 100 ((
( h
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN
?$$####
: :
1,134,!59.!0 113,4!5.9!
;
$"<%"=1&>2 Penga-aan -an Pe+aangan Pipa Pen-e* GI DN $## ++ 7 0 =## + (A'' F'ange-) Unit
F:*:- 7K7::-
A
TENAGA KERJA
1 2 3
Biaya engelasan lange +%ua uah Jange/ e(&t&ngan ipa e(asangan %an enyetelan
:T
'AF$7
:): :TF:+ p /
F$A: :): + p / ""=21?&2#
<( As As
62.#000 1.0000 1.0000
2,4#0.25 1!,000.00 51,000.00
3.0000 2.0000
2!6,200.00 110,250.00
B
BAHAN
1 2
ipa )* - 100 (( lange ing - 100 ((
( h
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN
Jeni Pe*er9aan Satuan
996,659.!0 99,665.9!
;
$#?>="1&>2
F:*:- 7K7::-
-'
$"1
F$A: :): + p /
2,4#0.25 1!,000.00 51,000.00
ipa )* - 100 (( lange ing - 100 ((
Jeni Pe*er9aan Satuan
:): :TF:+ p /
62.#000 1.0000 1.0000
1 2
Jeni Pe*er9aan Satuan
'AF$7
<( As As
B
-'
$"<
:T
155,!59.!0 1!,000.00 51,000.00 $#$###
: :
-'
#2#,600.00 220,500.00 1,2!2,#59.!0 12!,2#5.9!
;
$<##$<1&>2 Penga-aan -an Pe+aangan Pipa Pen-e* GI DN 21 ++ 7 0 #1# + (A'' F'ange-) Unit
F:*:- 7K7::-
A
TENAGA KERJA
1 2 3
Biaya engelasan lange +%ua uah Jange/ e(&t&ngan ipa e(asangan %an enyetelan
:T
'AF$7
:): :TF:+ p /
F$A: :): + p / $%#1>?&2%
<( As As
4!.1000 1.0000 1.0000
2,4#0.25 12,!50.00 51,000.00
0.5000 2.0000
190,600.00 94,500.00
B
BAHAN
1 2
ipa )* - !5 (( lange ing - !5 ((
( h
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN
116,#19.!# 12,!50.00 51,000.00 "%<=###
;
95,300.00 1#9,000.00 464,#69.!# 46,4#6.9# 1$$=1>&21
$">
Jeni Pe*er9aan
:
Penga-aan -an Pe+aangan Pipa Pen-e* GI DN 21 ++ 7 0 $## + (A'' F'ange-)
Satuan
:
Unit
-'
$"2
F:*:- 7K7::-
A
TENAGA KERJA
1 2 3
Biaya engelasan lange +%ua uah Jange/ e(&t&ngan ipa e(asangan %an enyetelan
$%#1>?&2%
116,#19.!# 12,!50.00 51,000.00
1.0000 2.0000
190,600.00 94,500.00
190,600.00 1#9,000.00
BAHAN
( h
=2?>###
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN : :
Penga-aan -an Pe+aangan Pipa Pen-e* GI DN 21 ++ 7 0 $1# + (A'' F'ange-) Unit
A
TENAGA KERJA
1 2 3
Biaya engelasan lange +%ua uah Jange/ e(&t&ngan ipa e(asangan %an enyetelan
:T
'AF$7
:): :TF:+ p /
F$A: :): + p / $%#1>?&2%
<( As As
4!.1000 1.0000 1.0000
2,4#0.25 12,!50.00 51,000.00
116,#19.!# 12,!50.00 51,000.00
1.5000 2.0000
190,600.00 94,500.00
2#5,900.00 1#9,000.00
B
BAHAN
1 2
ipa )* - !5 (( lange ing - !5 ((
( h
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN
<2<?###
: :
655,469.!# 65,546.9#
;
2"$#$>&21 Penga-aan -an Pe+aangan Pipa Pen-e* GI DN 21 ++ 7 0 "## + (A'' F'ange-) Unit
F:*:- 7K7::-
A
TENAGA KERJA
1 2 3
Biaya engelasan lange +%ua uah Jange/ e(&t&ngan ipa e(asangan %an enyetelan
:T
'AF$7
:): :TF:+ p /
F$A: :): + p / $%#1>?&2%
<( As As
4!.1000 1.0000 1.0000
2,4#0.25 12,!50.00 51,000.00
116,#19.!# 12,!50.00 51,000.00
2.0000 2.0000
190,600.00 94,500.00
3#1,200.00 1#9,000.00
B
BAHAN
1 2
ipa )* - !5 (( lange ing - !5 ((
( h
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN
Jeni Pe*er9aan Satuan
560,169.!# 56,016.9#
;
>$>$%>&21
F:*:- 7K7::-
-'
$"?
F$A: :): + p /
2,4#0.25 12,!50.00 51,000.00
ipa )* - !5 (( lange ing - !5 ((
Jeni Pe*er9aan Satuan
:): :TF:+ p /
4!.1000 1.0000 1.0000
1 2
Jeni Pe*er9aan Satuan
'AF$7
<( As As
B
-'
$"%
:T
12#"###
: :
-'
!50,!69.!# !5,0!6.9#
;
%"1%<>&21 Penga-aan -an Pe+aangan Pipa Pen-e* GI DN 21 ++ 7 0 "1# + (A'' F'ange-) Unit
F:*:- 7K7::-
A
TENAGA KERJA
1 2 3
Biaya engelasan lange +%ua uah Jange/ e(&t&ngan ipa e(asangan %an enyetelan
:T
'AF$7
:): :TF:+ p /
F$A: :): + p / $%#1>?&2%
<( As As
4!.1000 1.0000 1.0000
2,4#0.25 12,!50.00 51,000.00
116,#19.!# 12,!50.00 51,000.00
2.5000 2.0000
190,600.00 94,500.00
4!6,500.00 1#9,000.00
B
BAHAN
1 2
ipa )* - !5 (( lange ing - !5 ((
( h
>>11###
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN
;
#46,069.!# #4,606.9# ?=#>2>&21
$=#
Jeni Pe*er9aan
:
Penga-aan -an Pe+aangan Pipa Pen-e* GI DN 21 ++ 7 0 =## + (A'' F'ange-)
Satuan
:
Unit
-'
$=$
F:*:- 7K7::-
A
TENAGA KERJA
1 2 3
Biaya engelasan lange +%ua uah Jange/ e(&t&ngan ipa e(asangan %an enyetelan
F$A: :): + p / $%#1>?&2%
2,4#0.25 12,!50.00 51,000.00
116,#19.!# 12,!50.00 51,000.00
3.0000 2.0000
190,600.00 94,500.00
5!1,#00.00 1#9,000.00
BAHAN
ipa )* - !5 (( lange ing - !5 ((
( h
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN
2>#%###
: :
941,369.!# 94,136.9#
;
$#=11#>&21 Penga-aan -an Pe+aangan Pipa Din-ing GI DN =## ++ 7 0 #1# + (A'' F'ange-) Unit
F:*:- 7K7::-
A
TENAGA KERJA
1 2 3 4 5
e(&t&ngan ipa e(&t&ngan lat Biaya engelasan lange Biaya engelasan lat e(asangan %an enyetelan
:T
'AF$7
:): :TF:+ p /
F$A: :): + p / 1%>"2?&$#
As As <( <( As
1.0000 1.0000 94.2000 94.2000 1.0000
25,500.00 25,500.00 2,4#0.25 2,4#0.25 6#,000.00
0.5000 1.0000 0.0#94
1,5#5,500.00 42#,400.00 1,0!9,540.00
B
BAHAN
1 2 3
ipa )* - 300 (( lange ing - 300 (( Besi lat Tl. 3 (( +40 ; 40 <(/
( h Ar
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN
Jeni Pe*er9aan Satuan
:): :TF:+ p /
4!.1000 1.0000 1.0000
1 2
Jeni Pe*er9aan Satuan
'AF$7
<( As As
B
-'
$="
:T
25,500.00 25,500.00 233,639.55 233,639.55 6#,000.00 $=$2>#>&?#
: :
-'
!92,!50.00 42#,400.00 96,456.90 1,903,##6.00 190,3##.60
;
"#?<"2<&># Penga-aan -an Pe+aangan Pipa Din-ing GI DN =## ++ 7 0 $## + (A'' F'ange-) Unit
F:*:- 7K7::-
A
TENAGA KERJA
1 2 3 4 5
e(&t&ngan ipa e(&t&ngan lat Biaya engelasan lange Biaya engelasan lat e(asangan %an enyetelan
:T
'AF$7
:): :TF:+ p /
F$A: :): + p / 1%=%2?&$#
As As <( <( As
1.0000 1.0000 94.2000 94.2000 1.0000
24,300.00 24,300.00 2,4#0.25 2,4#0.25 6#,000.00
24,300.00 24,300.00 233,639.55 233,639.55 6#,000.00
1.0000 1.0000 0.0#94
1,5#5,500.00 42#,400.00 1,0!9,540.00
1,5#5,500.00 42#,400.00 96,456.90
B
BAHAN
1 2 3
ipa )* - 300 (( lange ing - 300 (( Besi lat Tl. 3 (( +40 ; 40 <(/
( h Ar
"$$#=1>&?#
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN
;
2,694,236.00 269,423.60 "?>=>1?&>#
$==
Jeni Pe*er9aan
:
Penga-aan -an Pe+aangan Pipa Din-ing GI DN "1# ++ 7 0 #1# + (A'' F'ange-)
Satuan
:
Unit
-'
$=<
F:*:- 7K7::-
A
TENAGA KERJA
1 2 3 4 5
e(&t&ngan ipa e(&t&ngan lat Biaya engelasan lange Biaya engelasan lat e(asangan %an enyetelan
'AF$7
F$A: :): + p / 1#1???&"1
1.0000 1.0000 !#.5000 !#.5000 1.0000
24,300.00 24,300.00 2,4#0.25 2,4#0.25 6#,000.00
0.5000 1.0000 0.1109
1,341,4#0.00 404,250.00 1,0!9,540.00
BAHAN
1 2 3
ipa )* - 250 (( lange ing - 250 (( Besi lat Tl. 3 (( +40 ; 40 <(/
( h Ar
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN
24,300.00 24,300.00 194,699.63 194,699.63 6#,000.00 $$?<21$&<2
6!0,!40.00 404,250.00 119,!61.4! 1,!00,!50.!2 1!0,0!5.0!
;
$%2#%"1&2?
Jeni Pe*er9aan
:
Penga-aan -an Pe+aangan Pipa Din-ing GI DN "1# ++ 7 0 $## + (A'' F'ange-)
Satuan
:
Unit
F:*:- 7K7::-
A
TENAGA KERJA
1 2 3 4 5
e(&t&ngan ipa e(&t&ngan lat Biaya engelasan lange Biaya engelasan lat e(asangan %an enyetelan
:T
'AF$7
:): :TF:+ p /
F$A: :): + p / 1#%=??&"1
As As <( <( As
1.0000 1.0000 !#.5000 !#.5000 1.0000
25,500.00 25,500.00 2,4#0.25 2,4#0.25 6#,000.00
25,500.00 25,500.00 194,699.63 194,699.63 6#,000.00
1.0000 1.0000 0.1109
1,341,4#0.00 404,250.00 1,0!9,540.00
1,341,4#0.00 404,250.00 119,!61.4!
B
BAHAN
1 2 3
ipa )* - 250 (( lange ing - 250 (( Besi lat Tl. 3 (( +40 ; 40 <(/
( h Ar
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN
Jeni Pe*er9aan Satuan
:): :TF:+ p /
As As <( <( As
B
-'
$=1
:T
$%>1$&<2
: :
-'
2,3!3,#90.!2 23!,3#9.0!
;
">$$"2?&2? Penga-aan -an Pe+aangan Pipa Din-ing GI DN "## ++ 7 0 #1# + (A'' F'ange-) Unit
F:*:- 7K7::-
A
TENAGA KERJA
1 2 3 4 5
e(&t&ngan ipa e(&t&ngan lat Biaya engelasan lange Biaya engelasan lat e(asangan %an enyetelan
:T
'AF$7
:): :TF:+ p /
F$A: :): + p / <=#1$?&<#
As As <( <( As
1.0000 1.0000 62.#000 62.#000 1.0000
25,500.00 25,500.00 2,4#0.25 2,4#0.25 6#,000.00
25,500.00 25,500.00 155,!59.!0 155,!59.!0 6#,000.00
0.5000 1.0000 0.12#6
654,100.00 2!0,900.00 1,0!9,540.00
32!,050.00 2!0,900.00 13#,#2#.#4
B
BAHAN
1 2 3
ipa )* - 200 (( lange ing - 200 (( Besi lat Tl. 3 (( +40 ; 40 <(/
( h Ar
2=>22%&%<
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN
;
1,16!,29#.24 116,!29.#2 $"%<#"%
$=>
Jeni Pe*er9aan
:
Penga-aan -an Pe+aangan Pipa Din-ing GI DN "## ++ 7 0 $## + (A'' F'ange-)
Satuan
:
Unit
-'
$=2
F:*:- 7K7::-
A
TENAGA KERJA
1 2 3 4 5
e(&t&ngan ipa e(&t&ngan lat Biaya engelasan lange Biaya engelasan lat e(asangan %an enyetelan
'AF$7
F$A: :): + p / <=#1$?&<#
1.0000 1.0000 62.#000 62.#000 1.0000
25,500.00 25,500.00 2,4#0.25 2,4#0.25 6#,000.00
1.0000 1.0000 0.12#6
654,100.00 2!0,900.00 1,0!9,540.00
BAHAN
1 2 3
ipa )* - 200 (( lange ing - 200 (( Besi lat Tl. 3 (( +40 ; 40 <(/
( h Ar
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN
25,500.00 25,500.00 155,!59.!0 155,!59.!0 6#,000.00 $#>=%"%&%<
654,100.00 2!0,900.00 13#,#2#.#4 1,494,34#.24 149,434.#2
;
$><=2%=
Jeni Pe*er9aan
:
Penga-aan -an Pe+aangan Pipa Din-ing GI DN $1# ++ 7 0 #1# + (A'' F'ange-)
Satuan
:
Unit
F:*:- 7K7::-
A
TENAGA KERJA
1 2 3 4 5
e(&t&ngan ipa e(&t&ngan lat Biaya engelasan lange Biaya engelasan lat e(asangan %an enyetelan
:T
'AF$7
:): :TF:+ p /
F$A: :): + p / =1">=?&11
As As <( <( As
1.0000 1.0000 4!.1000 4!.1000 1.0000
25,500.00 25,500.00 2,4#0.25 2,4#0.25 6#,000.00
25,500.00 25,500.00 116,#19.!# 116,#19.!# 6#,000.00
0.5000 1.0000 0.0!23
442,600.00 202,650.00 1,0!9,540.00
221,300.00 202,650.00 !#,091.22
B
BAHAN
1 2 3
ipa )* - 150 (( lange ing - 150 (( Besi lat Tl. 3 (( +30 ; 30 <(/
( h Ar
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN
Jeni Pe*er9aan Satuan
:): :TF:+ p /
As As <( <( As
B
-'
$=%
:T
1#"#<$&""
: :
-'
#54,6#0.!! #5,46#.0#
;
?<#$<%&%1 Penga-aan -an Pe+aangan Pipa Din-ing GI DN $1# ++ 7 0 $## + (A'' F'ange-) Unit
F:*:- 7K7::-
A
TENAGA KERJA
1 2 3 4 5
e(&t&ngan ipa e(&t&ngan lat Biaya engelasan lange Biaya engelasan lat e(asangan %an enyetelan
:T
'AF$7
:): :TF:+ p /
F$A: :): + p / =1">=?&11
As As <( <( As
1.0000 1.0000 4!.1000 4!.1000 1.0000
25,500.00 25,500.00 2,4#0.25 2,4#0.25 6#,000.00
25,500.00 25,500.00 116,#19.!# 116,#19.!# 6#,000.00
1.0000 1.0000 0.0!23
442,600.00 202,650.00 1,0!9,540.00
442,600.00 202,650.00 !#,091.22
B
BAHAN
1 2 3
ipa )* - 150 (( lange ing - 150 (( Besi lat Tl. 3 (( +30 ; 30 <(/
( h Ar
2"==<$&""
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN
;
1,0!5,9#0.!! 10!,59#.0# $$%=12%&%1
$=?
Jeni Pe*er9aan
:
Penga-aan -an Pe+aangan Pipa Din-ing GI DN $## ++ 7 0 #1# + (A'' F'ange-)
Satuan
:
Unit
-'
$<#
F:*:- 7K7::-
A
TENAGA KERJA
1 2 3 4 5
e(&t&ngan ipa e(&t&ngan lat Biaya engelasan lange Biaya engelasan lat e(asangan %an enyetelan
'AF$7
F$A: :): + p / ">>"1?&2#
1.0000 1.0000 31.4000 31.4000 1.0000
21,250.00 21,250.00 2,4#0.25 2,4#0.25 6#,000.00
21,250.00 21,250.00 !!,#!9.#5 !!,#!9.#5 6#,000.00
0.5000 1.0000 0.0#22
2!6,200.00 110,250.00 1,0!9,540.00
13#,100.00 110,250.00 ##,6#4.21
BAHAN
1 2 3
ipa )* - 100 (( lange ing - 100 (( Besi lat Tl. 3 (( +30 ; 30 <(/
( h Ar
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN
==2#=<&"$
603,293.91 60,329.39
;
>>=>"=&=#
Jeni Pe*er9aan
:
Penga-aan -an Pe+aangan Pipa Din-ing GI DN $## ++ 7 0 $## + (A'' F'ange-)
Satuan
:
Unit
F:*:- 7K7::-
A
TENAGA KERJA
1 2 3 4 5
e(&t&ngan ipa e(&t&ngan lat Biaya engelasan lange Biaya engelasan lat e(asangan %an enyetelan
:T
'AF$7
:): :TF:+ p /
F$A: :): + p / ">>"1?&2#
As As <( <( As
1.0000 1.0000 31.4000 31.4000 1.0000
21,250.00 21,250.00 2,4#0.25 2,4#0.25 6#,000.00
21,250.00 21,250.00 !!,#!9.#5 !!,#!9.#5 6#,000.00
1.0000 1.0000 0.0#22
2!6,200.00 110,250.00 1,0!9,540.00
2!6,200.00 110,250.00 ##,6#4.21
B
BAHAN
1 2 3
ipa )* - 100 (( lange ing - 100 (( Besi lat Tl. 3 (( +30 ; 30 <(/
( h Ar
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN
Jeni Pe*er9aan Satuan
:): :TF:+ p /
As As <( <( As
B
-'
$<$
:T
<21$=<&"$
: :
-'
!41,393.91 !4,139.39
;
%$11==&=# Penga-aan -an Pe+aangan Pipa Din-ing GI DN 21 ++ 7 0 #1# + (A'' F'ange-) Unit
F:*:- 7K7::-
A
TENAGA KERJA
1 2 3 4 5
e(&t&ngan ipa e(&t&ngan lat Biaya engelasan lange Biaya engelasan lat e(asangan %an enyetelan
:T
'AF$7
:): :TF:+ p /
F$A: :): + p / ""2=$?&2%
As As <( <( As
1.0000 1.0000 23.5500 23.5500 1.0000
21,250.00 21,250.00 2,4#0.25 2,4#0.25 6#,000.00
0.5000 1.0000 0.0#62
190,600.00 94,500.00 1,0!9,540.00
B
BAHAN
1 2 3
ipa )* - !5 (( lange ing - !5 (( Besi lat Tl. 3 (( +30 ; 30 <(/
( h Ar
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN
21,250.00 21,250.00 5#,409.#9 5#,409.#9 6#,000.00 "%"%#>&$1
;
95,300.00 94,500.00 93,006.15 510,125.92 51,012.59 1>$$=%&1"
$<"
Jeni Pe*er9aan
:
Penga-aan -an Pe+aangan Pipa Din-ing GI DN 21 ++ 7 0 $## + (A'' F'ange-)
Satuan
:
Unit
-'
$<=
F:*:- 7K7::-
A
TENAGA KERJA
1 2 3 4 5
e(&t&ngan ipa e(&t&ngan lat Biaya engelasan lange Biaya engelasan lat e(asangan %an enyetelan
'AF$7
F$A: :): + p / ""2=$?&2%
1.0000 1.0000 23.5500 23.5500 1.0000
21,250.00 21,250.00 2,4#0.25 2,4#0.25 6#,000.00
21,250.00 21,250.00 5#,409.#9 5#,409.#9 6#,000.00
1.0000 1.0000 0.0#62
190,600.00 94,500.00 1,0!9,540.00
190,600.00 94,500.00 93,006.15
BAHAN
1 2 3
ipa )* - !5 (( lange ing - !5 (( Besi lat Tl. 3 (( +30 ; 30 <(/
( h Ar
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN
=2%$#>&$1
605,425.92 60,542.59
;
>>1?>%&1"
Jeni Pe*er9aan
:
Penga-aan -an Pe+aangan Pipa Din-ing GI DN 1# ++ 7 0 #1# + (A'' F'ange-)
Satuan
:
Unit
F:*:- 7K7::-
A
TENAGA KERJA
1 2 3 4 5
e(&t&ngan ipa e(&t&ngan lat Biaya engelasan lange Biaya engelasan lat e(asangan %an enyetelan
:T
'AF$7
:): :TF:+ p /
F$A: :): + p / $%%=2?&%1
As As <( <( As
1.0000 1.0000 15.!000 15.!000 1.0000
21,250.00 21,250.00 2,4#0.25 2,4#0.25 6#,000.00
0.5000 1.0000 0.0#62
121,3#0.00 !#,!50.00 1,0!9,540.00
B
BAHAN
1 2 3
ipa )* - 50 (( lange ing - 50 (( Besi lat Tl. 3 (( +30 ; 30 <(/
( h Ar
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN
Jeni Pe*er9aan Satuan
:): :TF:+ p /
As As <( <( As
B
-'
$<<
:T
21,250.00 21,250.00 3#,939.93 3#,939.93 6#,000.00 "="<<>&$1
: :
-'
60,690.00 !#,!50.00 93,006.15 420,#26.00 42,0#2.60
;
<>"?#%&># Penga-aan -an Pe+aangan Pipa Din-ing GI DN 1# ++ 7 0 $## + (A'' F'ange-) Unit
F:*:- 7K7::-
A
TENAGA KERJA
1 2 3 4 5
e(&t&ngan ipa e(&t&ngan lat Biaya engelasan lange Biaya engelasan lat e(asangan %an enyetelan
:T
'AF$7
:): :TF:+ p /
F$A: :): + p / $%%=2?&%1
As As <( <( As
1.0000 1.0000 15.!000 15.!000 1.0000
21,250.00 21,250.00 2,4#0.25 2,4#0.25 6#,000.00
21,250.00 21,250.00 3#,939.93 3#,939.93 6#,000.00
1.0000 1.0000 0.0#62
121,3#0.00 !#,!50.00 1,0!9,540.00
121,3#0.00 !#,!50.00 93,006.15
B
BAHAN
1 2 3
ipa )* - 50 (( lange ing - 50 (( Besi lat Tl. 3 (( +30 ; 30 <(/
( h Ar
"?=$=>&$1
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN
;
4#1,516.00 4#,151.60 1"?>>2&>#
$<1
Jeni Pe*er9aan
:
Paangan Trut B'o5* Untu* Pipa DN =## ++
Satuan
:
Unit
-'
$<>
F:*:- 7K7::-
1 2 3 4 5
)alian Tanah Biasa Bekisng &n%asi Bet&n $utu K1!5 :ngkur lat trip 50.5 A L 50 <( Frugan Tanah Ke(ali
$3 $2 $3 Fnit $3
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN :
Paangan Trut B'o5* Untu* Pipa DN "1# ++
Satuan
:
Unit
F:*:- 7K7::)alian Tanah Biasa Bekisng &n%asi Bet&n $utu K1!5 :ngkur lat trip 50.5 A L 50 <( Frugan Tanah Ke(ali
$3 $2 $3 Fnit $3
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN : :
-'
$<%
:T
1 2 3 4 5
Jeni Pe*er9aan Satuan
0.4220 2.1000 0.2220 1.0000 0.1260
:): :TF:+ p / !3,150.00 143,205.00 #54,403.00 20,000.00 52,#00.00
F$A: :): + p / 30,#69.30 300,!30.50 1#9,6!!.4! 20,000.00 6,652.#0 54!,930.0! 54,!93.01
;
'AF$7 0.4220 1.9500 0.20!0 1.0000 0.1260
:): :TF:+ p / !3,150.00 143,205.00 #54,403.00 20,000.00 52,#00.00
F$A: :): + p / 30,#69.30 2!9,249.!5 1!6,#61.42 20,000.00 6,652.#0 513,633.2! 51,363.33
;
1><??>&># Paangan Trut B'o5* Untu* Pipa DN "## ++ Unit
F:*:- 7K7::-
:T
1 2 3 4 5
)alian Tanah Biasa Bekisng &n%asi Bet&n $utu K1!5 :ngkur lat trip 50.5 A L 50 <( Frugan Tanah Ke(ali
$3 $2 $3 Fnit $3
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN
'AF$7
0.4220 1.#000 0.1920 1.0000 0.1260
:): :TF:+ p / !3,150.00 143,205.00 #54,403.00 20,000.00 52,#00.00
F$A: :): + p / 30,#69.30 25!,!69.00 164,045.3# 20,000.00 6,652.#0 4!9,336.4# 4!,933.65
;
1"2"2#&$"
Jeni Pe*er9aan
:
Paangan Trut B'o5* Untu* Pipa DN $1# ++
Satuan
:
Unit
-'
'AF$7
>#"2"=
Jeni Pe*er9aan
-'
$<2
:T
F:*:- 7K7::-
:T
1 2 3 4 5
)alian Tanah Biasa Bekisng &n%asi Bet&n $utu K1!5 :ngkur lat trip 50.5 A L 50 <( Frugan Tanah Ke(ali
$3 $2 $3 Fnit $3
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN
'AF$7
0.4220 1.5000 0.1620 1.0000 0.1260
;
:): :TF:+ p / !3,150.00 143,205.00 #54,403.00 20,000.00 52,#00.00
F$A: :): + p / 30,#69.30 214,#0!.50 13#,413.29 20,000.00 6,652.#0 410,!42.#9 41,0!4.29 <1$%$2&$2
$
Jeni Pe*er9aan
:
Sa+,ungan Ru+a (SR)
Satuan
:
Unit
-'
$1#
F:*:- 7K7::-
A
TENAGA KERJA
1 2
e(asangan %an enyetelan :lat Bantu nai
:T
:): :TF:+ p /
F$A: :): + p / =%1####
As Buah
1.0000 15.0000
310,000.00 5,000.00
310,000.00 !5,000.00
6.0000 1.0000 1.0000 1.0000 1.0000 2.0000 1.0000 4.0000 1.0000 1.0000 1.0000 1.0000 1.0000
3#,9#0.00 30,200.00 40,000.00 16,500.00 64,600.00 !,14!.00 !,600.00 4,#00.00 1!,91!.00 12,500.00 346,500.00 4,100.00 #0,000.00
233,##0.00 30,200.00 40,000.00 16,500.00 64,600.00 14,294.00 !,600.00 19,200.00 1!,91!.00 12,500.00 346,500.00 4,100.00 #0,000.00
B
BAHAN
1 2 3 4 5 6 ! # 9 10 11 12 13
ipa )* - 20 (( ipa )* - 15 (( t&p Kran - 20 (( ?ater $&ur - 20 Cla(p a%%le C - 50 ; 25 (( &ule -ipple - 20 &ule &
(E (E Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Fnit
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN
Jeni Pe*er9aan Satuan
'AF$7
%%2"?$#
: :
-'
$=??1"#&$# Je+,atan Per'intaan Pipa DN 21 ++ Bentang $$ Meter Unit
F:*:- 7K7::-
A
TENAGA KERJA
1 2
arikasi %an pe(asangan serta enyetelan :lat Bantu Ker"a
B
BAHAN
1
ipa )* - !5 ((
1,2!2,291.00 12!,229.10
;
:T
'AF$7
:): :TF:+ p /
F$A: :): + p / >==####
As As
1.0000 1.0000
61#,000.00 15,000.00
61#,000.00 15,000.00
$E
15.0000
190,600.00
2,#59,000.00
2"#%%###
2
Ben% )* - !5 ; 45 0
Bh
4.0000
451,500.00
1,#06,000.00
3 4 5 6
lange ing - !5 (( Karet ae - 25 ((
Bh Bh Bh Bh
10.0000 #.0000 64.0000 1.0000
94,500.00 12,600.00 !,000.00 1,050,000.00
945,000.00 100,#00.00 44#,000.00 1,050,000.00
0.0300 4.5200 93.6400 0.2#00 !.0650
!5!,043.00 143,205.00 143,205.00 992,4#3.00 59,16!.00
4
PEKERJAAN
1 2 3 4 5
Aantai Ker"a Bet&n $utu K100 Bekisng &n%asi e(esian %engan Besi &l&s Bet&n $utu K225 +$aterial :la(/ enge
$3 $2 Kg $3 $2
$<221>"<&$?
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN
;
22,!11.29 64!,2#6.60 13,409,!16.20 2!!,#95.24 41#,014.#6 22,61!,424.19 2,261,!42.42 "<%2?$>>&>#
$1"
Jeni Pe*er9aan
:
Ba9a Stru*tur
Satuan
:
Kg
-'
$1=
F:*:- 7K7::-
A
TENAGA KERJA
1 2 3
eker"a Tukang Besi $an%&r
'AF$7
:): :TF:+ p /
F$A: :): + p / =<"1%&<#
B
BAHAN
1 2
Besi Ba"a A.50.50.6 Kaat Aas Aistrik
4
A7AT
1
:lat Bantu
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
III
HARGA SATUAN
Jeni Pe*er9aan Satuan
:T
a( a( a(
0.1253 0.20#9 0.041#
#5,000.00 91,000.00 110,000.00
10,650.50 19,009.90 4,59#.00
Kg Kg
1.0000 0.0295
14,000.00 91,#!5.00
14,000.00 2,!10.31
As
1.0000
10,000.00
$>2$#&=$
$#####
: :
-'
10I
10,000.00 60,96#.!1 6,096.#!
;
>2#>1&1% Penga-aan -an Pe+aangan Kran U+u+ Unit
F:*:- 7K7::-
A
TENAGA KERJA
1
e(asangan %an enyetelan
:T
'AF$7
:): :TF:+ p /
F$A: :): + p / $"$####
As
1.0000
121,000.00
$E $E Bh Bh Bh Bh Bh Bh
12.0000 1.4000 1.0000 1.0000 1.0000 !.0000 3.0000 4.0000
5#,443.00 3#,9#0.00 40,000.00 16,500.00 43,260.00 16,500.00 #,900.00 !,600.00
121,000.00
B
BAHAN
1 2 3 4 5 6 ! #
ipa )* - 25 (( ipa )* - 20 (( t&p Kran - 20 (( ?ater $&ur - 20 (( Cla( a%%le C - 50 ; 25 (( &ule -ipple - 25 (( &ule &
$"$$>??#
9
Knee )* - 25 (( ; 900
Bh
!.0000
!,000.00
49,000.00
10 11 12
Tee )* - 25 ; 20 (( Kran - 20 (( e%u
Bh Bh Bh
3.0000 4.0000 4.0000
5,365.00 2!,4#9.00 2,100.00
16,095.00 109,956.00 #,400.00
2.2000 0.4500 2.5000 1.3500 0.3150 1.5600
!3,150.00 !36,436.00 59,!30.00 992,4#3.00 52,#00.00 59,16!.00
4
PEKERJAAN
1 2 3 4 5 6
)alian Tanah Biasa e(asangan Batu Kali 1 M 4 lesteran 1 M 4 tl 15 (( Bet&n (utu K225 Frugan Tanah %ipa%atkan enge
$3 $3 $2 $3 $3 $2
* **
F$A: + : G B G C / B*:H: F$F$ :- K7F-TF-):-
10I
III
HARGA SATUAN
!01,316.00 54,5!2.00 40,000.00 16,500.00 43,260.00 115,500.00 26,!00.00 30,400.00
"#?#<=1&22
;
160,930.00 331,396.20 149,325.00 1,339,#52.05 16,632.00 92,300.52 3,423,134.!! 342,313.4# =2>1<<%&"1