DAFTAR HARGA SATUAN UPAH UPAH DAN BAHAN
NO
JENIS BAHAN BANGUNAN
SAT.
HARGA SATUAN (Rp.)
HARGA SATUAN X PAJAK (Rp.)
1
2
3
4
5
I
DAFT DAFTAR AR UPAH UPAH PEKE PEKERJ RJA A Mandor
hari
104,500
Kepala Tukang Kayu
hari
110,000
Kepala Tukang Batu
hari
110,000
Kepala Tukang Besi
hari
110,000
Kepala Tukang Cat
hari
110,000
Kepala Tukang Aspal
hari
110,000
Kepala Tukang Beronjong
hari
110,000
Tukang Kayu
hari
Tukang Batu
hari
101,750
Tukang Besi
hari
101,750
Tukang Las
hari
101,750
Tukang Cat
hari
101,750
Tukang Masak Aspal
hari
101,750
Tukang Beronjong
hari
101,750
Pekerja Terlatih
hari
Pekerja Tidak Terlatih
hari
101,750
0,750
73,000
& Klas C
M'
Klas B
M'
471,144
+75,1++
Klas $
M'
437,244
++1,-++
Ti"#unan Pilihan /tasirtu
M'
0,000
+,000
& Kerikil Beton*Ayak
M'
17-,150
17(,150
& Kerikil Ti"#un
M'
100,000
10+,000
& Koral $ikat
Kg
5,000
,000
& B a tu A l a"
M-
156,500
1(0,500
& P a s i r P as a n g
M'
132,000
1'(,000
& Pasir Beton
M'
132,000
1'(,000
& Pasir rug
M'
100,000
111,500
& Tanah urug /ti"#un
M'
70,000
7+,000
& $irtu
M'
100,000
10+,000
Kerikil
Pasir
Co##le $tone /Kg & Co##le $tone 2 3 .00 Kg
Kg
-05,000
-0,000
& Co##le $tone -00 & 500 Kg
Kg
1.5,000
1.,000
& Co##le $tone 50 & 150 Kg
Kg
1.0,000
1.+,000
800
.-
III III BATU BATU BAT BATA & Batu Bata /54114-' &$tandar
Bh
& Batu Bata Besar
Bh
& ollo6 Bri)k
Bh
&
3,600
+,01+
& Klas C
M'
Klas B
M'
471,144
+75,1++
Klas $
M'
437,244
++1,-++
Ti"#unan Pilihan /tasirtu
M'
0,000
+,000
& Kerikil Beton*Ayak
M'
17-,150
17(,150
& Kerikil Ti"#un
M'
100,000
10+,000
& Koral $ikat
Kg
5,000
,000
& B a tu A l a"
M-
156,500
1(0,500
& P a s i r P as a n g
M'
132,000
1'(,000
& Pasir Beton
M'
132,000
1'(,000
& Pasir rug
M'
100,000
111,500
& Tanah urug /ti"#un
M'
70,000
7+,000
& $irtu
M'
100,000
10+,000
Kerikil
Pasir
Co##le $tone /Kg & Co##le $tone 2 3 .00 Kg
Kg
-05,000
-0,000
& Co##le $tone -00 & 500 Kg
Kg
1.5,000
1.,000
& Co##le $tone 50 & 150 Kg
Kg
1.0,000
1.+,000
800
.-
III III BATU BATU BAT BATA & Batu Bata /54114-' &$tandar
Bh
& Batu Bata Besar
Bh
& ollo6 Bri)k
Bh
&
3,600
+,01+
& Te#al ' "" /K6 1
L#r
57,000
(',555
& Te#al + "" /K6 1
L#r
(,000
7(,'5
& Te#al ( "" /K6 1
L#r
.5,000
+,775
& Te#al "" /K6 1
L#r
1-5,000
1','75
& Kenari Putih
L#r
.+,000
',((0
& Triplek
L#r
+,000
10+,.10
& =ternit As#es /1 " 4 1 "
L#r
-(,000
-.,0
& >ypsu" Panel ( "" /1,- " 4 -,+ "
L#r
.+,000
',((0
& >ypsu" Panel "" /1,- " 4 -,+ "
L#r
107,000
11,'05
& >?C*Kalsi ',5 "" /1,- " 4 -,+ "
L#r
70,000
7.,050
& Les 1 4 ' 4 +00 )"
B tg
15,000
1(,7-5
& Les 1 4 5 4 +00 )"
B tg
17,000
1.,55
& Les Pro@il ' 4 ',5 4 +00 )"
Btg
--,000
-+,5'0
& Les Pro@il + 4 +,5 4 +00 )"
Btg
-+,000
-(,7(0
& Ka6at #erduri
?ol
1(+,000
1.-,.(0
& Ka6at #eton
Kg
1.,000
-0,070
& Ka6at ya"uk
M-
-1,000
-',+15
& Ka6at Ayak
M-
-7,500
'0,(('
& Ka6at Aya"
M-
-5,000
-7,.75
& Ka6at Beronjong dia + ""
Kg
1+,000
15,(10
& Ka6at Beronjong dia ' ""
Kg
1+,000
15,(10
Bronjong a#rikasi
uni t
'00,000
''+,500
V BAHAN BAHAN BESI BESI DAN DAN KAW KAWAT
Bahan Besi
Besi Plat & kuran /+4. "E te#al 1 ""
L#r
-50,000
-7.,750
& kuran /+4. "E te#al - ""
L#r
5-0,000
57,.00
& kuran /+4. "E te#al ' ""
L#r
710,000
71,(50
& kuran /-41 "E te#al 0,' ""
L#r
50,000
55,750
& kuran /-41 "E te#al 0,+ ""
L#r
(-,000
(,1'0
& kuran /-41 "E te#al 0,5 ""
L#r
.5,000
+,775
Plat Alu"iniu"
VI BAHAN PIPA Pipa Pipa Leding Mediu" />9P & ;ia 1*-D panjang ( M
ME
& ;ia '*+D panjang ( M
ME
& ;ia 1D panjang ( M
ME
& ;ia -D panjang ( M
ME
& ;ia 'D panjang ( M
ME
& ;ia +D panjang ( M
ME
& ;ia (D panjang ( M
ME
Penya"#ung Pipa Besi & $oket dia 1*-D
Bh
& $oket dia '*+D
Bh
& $oket dia 1D
Bh
& $oket dia -D
Bh
& $oket dia 'D
Bh
& PFC ;ia 1*-D
ME
& PFC ;ia '*+D
ME
& ;ia 1 1*+D
Bh
& ;ia 1 1*-D
Bh
& ;ia -D
Bh
& ;ia - 1*-D
Bh
& ;ia 'D
Bh
& ;ia +D
Bh
& ;ia 5D
Bh
& ;ia (D
Bh
Pipa PFC $9 & ( M T$ & =;, $$, $1( & PFC ;ia 1*-D
ME
& PFC ;ia '*+D
ME
& ;ia 1 1*-D
Bh
& ;ia -D
Bh
& ;ia - 1*-D
Bh
& ;ia 'D
Bh
& ;ia +D
Bh
& ;ia 5D
Bh
& ;ia (D
Bh
Kran Air $A&=9&G-0C1*'
Bh
$oket PFC & ;ia 1*-D
Bh
&; -00 "" & ; 150 "" & ; 100 "" & ; 75 "" & ; 50 "" Che)k Fale &; '00 "" & ; -50 "" & ; -00 "" & ; 150 "" & ; 100 "" & ; 75 "" & ; 50 "" lang $pigot / >9P & ; -00 & ; 150 & ; 100 & ; 75 & ; 50 lang $pigot / PFC & ; -00 & ; 150 & ; 100
& 150 4 -00 & 100 4 -00 & -00 4 75 & 150 4 150 & 150 4 100 & 150 4 75 & 150 4 50 & 100 4 100 &100 4 75 & 100 4 50 & 75 4 75 &75 4 50 & 50 4 50 Bend lang /0 , +5 , --,5 , 11,-5 & ; -00 & ; 150 & ; 100 & ; 75 & ; 50 Bo4 $treet & ; -00 & ; 150 & ; 100 & ; 75
& 100 4 50 & 75 4 50 ?edu)er / PFC & -00 4 150 & -00 4 100 & -00 4 75 & 150 4 100 & 150 4 75 & 150 4 50 & 100 4 75 & 100 4 50 & 75 4 50 ;!P PFC & ; -00 & ; 150 & ; 100 & ; 75 & ; 50 Mur Baut '*+ D 4 ' D 5*. D 4 ' D 1*- D 4 ' D '*. D 4 ' D
& >enteng Metal /Poly)olor 0,+ "" single
L#r
& >enteng Press Beton Padang
L#r
& Atap As#es >elo"#ang
L#r
47,000
5-,+05
VIII BAHAN %ANTAI&DINDING Kera"ik Lantai 2arna >elap & kuran /-0 4 -0 )"
M-
60,000
((,00
& kuran /'0 4 '0 )" K2 9
M-
60,000
((,00
& kuran /+0 4 +0 )"
M-
62,000
(,1'0
& kuran /-0 4 -0 )"
M-
58,000
(+,(70
& kuran /'0 4 '0 )" K2 9
M-
58,000
(+,(70
& kuran /+0 4 +0 )"
M-
60,000
((,00
& kuran -0 4-0
M-
57,000
(',555
& kuran -0 4-5
M-
60,000
((,00
& kuran -5 4+0
M-
72,000
.0,-.0
& kuran /'0 4 '0 K2 9
M-
68,000
75,.-0
& kuran +0 4 +0
M-
70,000
7.,050
& Tralu4 ukuran /'0 4'0 )"
M-
55,000
(1,'-5
& Bunga*2arna ukuran /'0 4 '0 )"
M-
62,000
(,1'0
& PC ukuran /-0 4 -0 )"
M-
50,000
55,750
Kera"ik Lantai 2arna Terang
Kera"ik ;inding
Kera"ik ;inding* jalusi
& /15 4 0 )" H rangka
M-
X PENGGANTUNG&PENGUN'I Kun)i Pintu*Tana" & Merk
$et
65,000
7-,+75
&
$et
50,000
55,750
& Merk Ciga Bro6n 5+0+
$et
70,000
7.,050
& Merk Ciga Bro6n 500
$et
85,000
+,775
& Kun)i Mandili +50 9tali
$et
135,000
150,5-5
& Kun)i Antik A*C 9tali
$et
135,000
150,5-5
& Kun)i $anghai 70- L;
$et
50,000
55,750
& >rendel Antik -
$et
6,000
(,(0
& Tarikan Antik
$et
7,000
7,.05
& =ngsel yilon
$et
10,500
11,70.
& =ngsel Lokal
$et
7,000
7,.05
& Platone Cat Te"#ok
Kg
20,000
--,'00
& ;ulu4 Cat Te"#ok
Kg
110,000
1--,(50
& ?i"ate4 ;e"pul Te"#ok
Kg
9,500
10,5'
& Platone Cat Besi
Kg
51,000
5(,.(5
& Multi $eal Cat $eng
Kg
52,000
57,.0
& Ple"er Kayu & 6a
Kg
22,000
-+,5'0
& Meni Kayu & 6a
Kg
22,000
-+,5'0
XI BAHAN 'AT
BAHAN 'AT
& Merk Toto
Bh
-.0,000
'1-,-00
& Merk Ca"pion
Bh
105,000
117,075
& Merk Toto Type C= 7 2arna Tua
Bh
-.0,000
'1-,-00
& Merk Toto Type C 2arna Tua
Bh
-.0,000
'1-,-00
& Closet ;uduk Manual $9
Bh
(50,000
7-+,750
& Closet ;uduk !to"atis $9
Bh
-,1(0,000
-,+0.,+00
& J 100 )"
Bh
-+0,000
-(7,(00
& J .0 )"
Bh
1(5,000
1.',75
& J (0 )"
Bh
1+0,000
15(,100
& J +0 )"
Bh
0,000
100,'50
& J '0 )"
Bh
75,000
.',(-5
& J -0 )"
Bh
55,000
(1,'-5
& Tinggi (' )" /-0 4 +0
Bh
-1,000
-',+15
& Tinggi (' )" /'0 4 +0
Bh
-+,000
-(,7(0
& Tinggi (' )"
Bh
'5,000
',0-5
& Tinggi .7 )"
Bh
+5,000
50,175
Closet
Closet ;uduk
XIII BUIS BETON
Trali Beton %
Minyak tanah
Ltr
Aditi@ Anti Pengelupasan
Kg
Bahan Pengisi /iller Ta"#ahan $e"en
Kg
Trali Beton & Tinggi (' )" /-0 4 +0
Bh
& Tinggi (' )" /'0 4 '0
Bh
Tiang Pan)ang PCA +00 /11. ton
ME
Tiang Pan)ang PCA +50 /1+' ton
ME
Tiang Pan)ang PCA 500 /17. ton
ME
Tiang Pan)ang PCA (00 /-+- ton
ME
>e#alan ?u"put
M-
>e#alan ?u"put >ajah Mini
M-
$top Kran ; 1*-D
Bh
Pas. Instalasi titik lampu
Titik
&
Pas. Instalasi Stop Kontak Pas $akelar tunggal
Bh
&
Bh
&
Pas sakelar ganda
Bh
&
Pas La"pu PLC 1+ 6att $eng Plat Air Paku hak panjang kayu #alok Besi ollo6 Paku ?a"set H Ka6at Paku >ypsu" $eal Tape H Ko"pound A"plas 2asta@el
Bh L#r Ltr Kg M' ME Ls Kg Ls Bh
& & & & & & & & & &
& &
Pengen)er A"pelas 6all paper Le" T== -D Keni -D Tali 9juk T $tu)k -D
kg L#r M' Kg Bh Bh M' Bh
& & & & & & & & 400
PEMERINTAH KOTA PARIAMAN
A PARIAMAN Desa Naras Hilir Kecamatan Pariaman Utara
ENGINEERING ESTIMATE (RENANA ANGGARAN BIA!A"
ANALISA HARGA SATUAN PEKERJAAN POS JAGA
COR BETON 1 : 3 : 5 1 M# &p. 630,590.00
Jenis Peke!aan "sumsi Peke!aan $a%a Satuan '( "
)&"I"' )P"$ Peke!a *ukan% /atu Kepala *ukan% "$"' Semen P 50 k% Pasi /eton Koal /eton
J)M"$ (& $" P&(:I* 10 ; J)M"$ I)"*K"'
S"*)"'
K+"'*I*"S
$"&" S"*)"'
(%-ai (%-ai (%-ai
1.650 0.250 0.025
&p. &p. &p.
90,750.00 101,750.00 100,000.00
ak M3 M3
2.560 0.520 0.870
&p. &p. &p.
68,015.00 136,000.00 176,150.00
" " <
J)M"$ &p. &p. &p.
149,737.50 25,437.50 =
&p. &p. &p.
174,118.40 70,720.00 153,250.50
&p. &p. &p. &p.
573,263.90 57,326.39 630,590.29 630,590.00
ACTUAL CHECK KEGIATAN
PEMBANGUNAN INFRASTRUKTUR DESA
PEKERJAAN PEMBANGUNAN TAMAN DESA LOKASI No.
DESA NARAS HILIR Sket Ga!a"
1 PEMBERSIHAN LAPANGAN
( PEKERJAAN TAMAN
Pe"#$t%&'a& olume
uas
Pasan%a ist atu ata Kelilin% sistem
>
5.00
>
(5).)) M(
> >
0.20
M
?
50.00
110.00
?
1.00
unit
?
110.00
?
1.00
unit
?
110.00
?
1.00
sisi
?
M
((.)) M(
kanstin Jepit
Plestean a%ian "tas @an lua Pas. at olume
>
Kelilin%
>
"ian a%ian atas @an ua pasan%an / olume
>
kanstin kelilin% taman
>
0.40 **.)) M(
0.40 **.)) M
(
Pen%eatan a%ian "tas Kanstin atu olume
> >
0.40
? (
**.)) M
110.00
?
1.00
sisi
Pasan%an PaAin% lok t> 6 m
alian *ana Kanstin
)u%an Pasi aBa PaAin%
olume
olume
olume
>
5.00
>
(5).)) M
?
50.00
?
1.00
?
0.20
?
110.00
50.00
?
0.05
>
0.15
>
3.3) M3
>
5.00
>
?
1(.5) M
3
( PEKERJAAN HIASAN TAMAN Pem/uatan kusi taman /esi
olume
>
Kete"a&'a& : = /aan an%ka /esi oan = @u@ukan /aan kaCu, taan ai = ukuan pan!an% D 118 ? le/a D 49 ? tin%%i D 65 m
unit
(
5.00
unit
m
A&a+$,a Peke"-aa& Ua# Peke!a
>
250.00
?
0.10 >
25
$(K /
25.00
$(K
*ukan%
>
250.00
?
0.05 >
12.5
$(K /
10.00
$(K
>
22.00
?
0.30 >
6.6
$(K /
10.00
$(K
>
22.00
?
0.10 >
2.2
$(K /
Ua# Peke!a *ukan% atu Kepala *ukan%
$(K /
= 1.00
$(K
>
22.00
?
0.01 >
0.22
$(K
ata Mea 5?11?2 >
22.00
?
70.00 >
1540
/
1,540.00
Semen P 50 K% >
22.00
?
0.23 >
5.06
ak
/
10.00
ak
Pasi Pasan%
>
22.00
?
0.04 >
0.946
M3
/
Peke!a
>
44.00
?
0.30 >
13.2
$(K /
10.00
$(K
*ukan%
>
44.00
?
0.15 >
6.6
$(K /
10.00
$(K
$(K /
1.00
$(K
10.00
ak
Ba#a&
=
M3
Ua#
Kepala *ukan%
>
44.00
?
0.02 >
0.66
Semen P 50 k% >
44.00
?
0.12 > 5.4912
ak
/
Pasi pasan%
44.00
?
0.02 >
M3
/
Ba#a& >
1.056
=
M3
Ua# Peke!a
>
44.00
?
0.20 >
8.8
$(K /
1.00
$(K
*ukan%
>
44.00
?
0.10 >
4.4
$(K /
1.00
$(K
Kepala *ukan%
1.00
>
44.00
?
0.01 >
0.44
$(K /
$(K
Semen P 50 k% >
44.00
?
0.07 >
2.86
ak /
=
ak
Ba#a&
Ua# Peke!a
>
44.00
?
0.02 >
0.88
$(K /
=
$(K
*ukan%
>
44.00
?
0.06 >
2.772
$(K /
=
$(K
Kepala *ukan%
$(K /
1.00
>
44.00
?
0.02 >
0.66
$(K
Plami
>
44.00
?
0.10 >
4.4
K%
/
=
K%
Eat @asa
>
44.00
?
0.10 >
4.4
K%
/
=
K%
Eat penutup
>
44.00
?
0.26 >
11.44
K%
/
Ba#a&
10.00
K%
Ua# Peke!a
>
250.00
?
0.20 >
50
$(K /
50.00
$(K
*ukan%
>
250.00
?
0.30 >
75
$(K /
80.00
$(K
>
250.00
?
0.03 >
7.5
$(K /
10.00
$(K
PaAin% lok t>6 >
250.00
?
1.01 >
252.5
/
250.00
m2
/
30.00
M3
Kepala *ukan% Ba#a& Pasi Pasan%
m2
>
250.00
?
0.10 >
25
M3
>
3.30
?
0.40 >
1.32
$(K /
=
$(K
>
12.50
?
0.30 >
3.75
$(K /
=
$(K
>
12.50
?
1.10 >
13.75
Ua# Peke!a Ua# Peke!a Ba#a& Pasi )u%
M3
/
10.00
M3
Ua# Peke!a
>
5.00
?
0.75 >
3.75
$(K /
=
$(K
*ukan%
>
5.00
?
0.50 >
2.5
$(K /
=
$(K
>
5.00
?
1.00 >
5
)nit /
Ba#a& Kusi *aman esi
10.00
)nit
RENCANA ANGGARAN BIA0A RAB 2 DESA CUBADAK AIR UTARA es D Ke D KotaD PopD
No I
Eu/a@ak "i )taa Paiaman )taa Paiaman Sumatea aat
U"a$a& BAHAN 1 ata Mea 5?11?22 2 Semen P 50 K% 3 Pasi Pasan%
'o &" Ke%iatan Jenis Ke%iatan Item Ke%iatan olume
o+%e
1,540 5.000 1.000
S%! Tota+ I II PERALATAN
Sat%a&
ak M3
D D D D D
1.00 Pem/an%unan Pasan%a ist Pasan%a ist =
Ha"'a Sat%a&
&p &p &p.
892.00 68,015.00 136,000.00
InFastuktu esa atu ata Kelilin% sistem atu ata Kelilin% sistem M2
J%+a#
1,373,680.00 340,075.00 136,000.00
16*7855.))
KECAMATAN PARIAMAN UTARA - KOTA PARIAMAN TAHUN ANGGARAN 2017
esa Ke Kota Pop
S" '"&"S $II& Paiaman )taa Paiaman Sumatea aat
REKAPITULASI BAHANPERALATAN !AN UPAH
'o I 1 2 3 4 5 6 7 8 9
)aian BAHAN ata Mea 5?11?22 Semen P 50 K% Pasi Pasan% Plami Eat @asa Eat penutup PaAin% lok t>6 m Kusi *aman esi Pasi )u% S#$ T%&al I
II
PERALATAN
Sat
/ ak m3 k% k% k% m2 unit m3
()M
1,540.00 13.00 27.06 4.00 4.00 11.00 253.00 11.00 14.00
"&" S"*)"'
892.00 68,015.00 136,000.00 24,530.00 22,300.00 28,990.00 50,000.00 752,504.45 111,500.00
Jumla
1,373,680.00 884,195.00 3,679,616.00 98,120.00 89,200.00 318,890.00 12,650,000.00 8,277,549.00 1,561,000.00 2)*+,2*2-0.00
KECAMATAN PARIAMAN UTARA esa Ke Kota Pop
D D D D
S" '"&"S $II& Paiaman )taa Paiaman Sumatea aat
REKAPITULASI ANGGARAN BIA0A
No
U"a$a&
I
aan
II
Pealatan
III
)pa
a !
J%+a# Pe!%+ata&
Ke'$ata& Uk%"a& J%+a# De,a
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28,932,250.00
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=
57.86
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28,932,250.00
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=
21,067,750.00
=
42.14
21,067,750.00
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'aas $ili, . . . . . . . . . . . . . . 2017 Men%etaui Kepala esa 'aas $ili
*im PenCusun &KP esa
