Analisa Hrg Satuan Pekerjaan 2011
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Transcript of Analisa Hrg Satuan Pekerjaan 2011
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8/19/2019 Analisa Hrg Satuan Pekerjaan 2011
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Analisa HargaSatuan Perkerjaan 2011
NO. URAIAN KOEFISIEN SAT ARGA SATUA
I Pekerjaan Persiaan
1. 1 !" PAGAR SENG GE#O$%ANG TINGGI 2 !
a Tiang kayu borneo 4/6 0.05 m3 4,887,225.00
b PC (portan! Cement" 0.05 #ak 48,000.00
$ %eng geombang 1.20 br 50,000.00
! Pa&ir beton 0.01 m3 180,000.00
e %pit (batu pe$a'" 0.01 m3 178,000.00
)aok *ayu )orneo 4/6 0.05 m3 4,887,225.00
g Paku 5+10 $m 0.06 kg 11,000.00
' Cat meni be&i 0.45 kg 14,500.00i Tukang kayu 0.20 org 75,671.00
Pembantu tukang 0.10 org 40,000.00
-uma'
&i'ulatkan
2. 1 !" PAGAR KA(AT %ER&URI TINGGI 1)* !
a Tiang kayu borneo 4/6 0.05 m3 4,887,225.00
b PC (portan! Cement" 0.05 #ak 48,000.00
$ *aat !uri 2.50 kg 145,000.00! Pa&ir beton 0.01 m3 180,000.00
e %pit (batu pe$a'" 0.01 m3 178,000.00
Paku 5+10 $m 0.06 kg 11,000.00
g Tukang kayu 0.20 org 75,671.00
' Pembantu tukang 0.30 org 40,000.00
-uma'
&i'ulatkan
3. 1 !" PENGUKURAN &AN PE$ASANGAN %OU(P#ANK
a *ayu ka&o 5/7 borneo 0.02 m3 4,887,225.00
b Paku 5+10 $m 0.02 kg 11,000.00
$ Papan kayu terentang 2/20 0.04 m3 2,300,000.00
! Tukang kayu 0.10 org 75,671.00
e Pembantu tukang 0.10 org 55,78.00
-uma'
&i'ulatkan
4. 1 !2 PE$%UATAN KANTOR &IREKSI
a *ayu ka&o 5/7 borneo 0.02 m3 4,887,225.00b Papan kayu terentang 2/20 0.18 m3 2,300,000.00
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$ Paku &emua ukuran 0.85 kg 11,000.00
! )e&i &trip 1.10 kg 10,640.00
e PC (portan! Cement" 35.00 kg 48,000.00
Pa&ir pa&ang 0.15 m3 165,000.00
g Pa&ir beton 0.10 m3 180,000.00' %pit (batu pe$a'" 0.15 m3 178,000.00
i )ata mera' 30.00 b' 550.00
%eng geombang 18000,05 $m 1.20 br 60,200.00
k %eng pat )-% 32 1.00 m2 31,000.00
*aat 'armonika 2.00 m2 16,000.00
m *a$a poo& 3 mm 0.08 m2 48,000.00
n *un$i tanam &tan!ar 0.15 b' 45,000.00
o Tripek 1202400,4 $m 0.06 br 50,000.00
p Tukang kayu 2.00 org 75,671.00
Tukang batu 1.00 org 75,671.00
r Pembantu tukang 2.00 org 55,78.00
-uma'
&i'ulatkan
5. 1 !2 GU&ANG PRO+EK
a *ayu ka&o 5/7 borneo 0.02 m3 4,887,225.00
b Papan kayu terentang 2/20 0.10 m3 2,300,000.00
$ paku 0.30 kg 11,000.00
! PC (portan! Cement" 0.21 #ak 48,000.00e Pa&ir beton 0.03 m3 180,000.00
%pit (batu pe$a'" 0.05 m3 178,000.00
g %eng geombang 18000,05 $m 1.20 br 60,200.00
' Tukang kayu 1.00 org 75,671.00
i Pembantu tukang 1.00 org 55,78.00
-uma'
&i'ulatkan
6. 1 !2 PE$%ERSIHAN #OKASI PRO+EK a Pembantu tukang 0.10 org 55,78.00
-uma'
&i'ulatkan
7. 1 !2 $E$%ERSIHKAN PUING,PUING
a Pembantu tukang 0.20 org 55,78.00
-uma'
&i'ulatkan
8. 1 !2 $E$%ERSIHKAN TUNGGU# TANA$AN
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a Pembantu tukang 2.00 org 55,78.00
-uma'
&i'ulatkan
. 1 !2 PE$%UATAN -A#AN $ASUK PRO+EK a )atu bea' 15/20 0.10 m3 145,000.00
b *ora 5/7 (&irtu" 0.05 m3 165,000.00
$ Pa&ir urug 0.01 m3 145,000.00
! Pembantu tukang 1.00 org 55,78.00
-uma'
&i'ulatkan
10. 1 ! PE$%OGKARAN %ETON
a Pembantu tukang 6.20 org 55,78.00
-uma'
&i'ulatkan
11. 1 ! PE$%OGKARAN &IN&ING %ATA
a Pembantu tukang 4.60 org 55,78.00
-uma'
&i'ulatkan
12. 1 !2 PEKER-AAN PAGAR PAPAN RANGKA %A#OK
a Papan ayu borneo 0.02 m3 4,0,65.00b )aok *ayu )orneo 5/7 0.02 m3 4,887,225.00
$ Pa&ir beton 0.08 m3 180,000.00
! %pit (batu pe$a'" 0.15 m3 178,000.00
e PC (portan! Cement" 0.50 #ak 48,000.00
Tukang kayu 0.13 org 75,671.00
g Pembantu tukang 0.38 org 55,78.00
-uma'
&i'ulatkan
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-U$#AH /RP
244,361.25
2,400.00
60,000.00
1,800.00
1,780.00
244,361.25
660.00
6,525.0015,134.20
4,000.00
581,021.70
*1)100.00
244,361.25
2,400.00
362,500.001,800.00
1,780.00
660.00
15,134.20
12,000.00
640,635.45
31)000.00
7,744.50
220.00
2,000.00
7,567.10
5,57.80
203,111.40
203)000.00
7,744.50414,000.00
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,350.00
11,704.00
1,680,000.00
24,750.00
18,000.0026,700.00
16,500.00
72,240.00
31,000.00
32,000.00
3,840.00
6,750.00
3,000.00
151,342.00
75,671.00
111,56.00
2,786,187.50
444
7,744.50
230,000.00
3,300.00
10,080.005,400.00
8,00.00
72,240.00
75,671.00
55,78.00
55,133.50
5)200.00
5,57.80
5,57.80
)00.00
11,15.60
11,15.60
11)200.00
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111,56.00
111,56.00
111)00.00
14,500.00
8,250.00
1,450.00
55,78.00
7,8.00
*0)000.00
345,47.60
345,47.60
3)000.00
256,670.80
256,670.80
2)600.00
8,13.07,744.50
14,400.00
26,700.00
24,000.00
,837.23
21,203.24
22,078.87
252)100.00
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Analisa HargaSatuan Perkerjaan 2011
NO. URAIAN KOEFISIEN SAT ARGA SATUA
II Pekerjaan Persiaan
1. 1 ! GA#IAN TANAH &A#A$ 1 !
a Pembantu tukang 0.40 org 55,78.00
b Tukang gai 0.02 org 65,734.00
-uma'
&i'ulatkan
2. 1 ! GA#IAN TANAH &A#A$ 2 !
a Pembantu tukang 0.53 org 55,78.00
b Tukang gai 0.02 org 65,734.00 -uma'
&i'ulatkan
3. 1 ! GA#IAN TANAH &A#A$ !
a Pembantu tukang 0.74 org 55,78.00
b Tukang gai 0.02 org 65,734.00
-uma'
&i'ulatkan
4. 1 ! GA#IAN TANAH KERAS &A#A$ 1 !
a Pembantu tukang 0.45 org 55,78.00
b Tukang gai 0.02 org 65,734.00
-uma'
&i'ulatkan
5. PEKER-AAN PENGUPASAN TANAH SETE%A# 10 7!
a Pembantu tukang 0.05 org 55,78.00
b Tukang gai 0.02 org 65,734.00
-uma'
&i'ulatkan
6. 1 ! PE$%UANGAN TANAH SE-AH 10 !
a Pembantu tukang 0.42 org 55,78.00
b Tukang gai 0.02 org 65,734.00
-uma'
&i'ulatkan
7. URUGAN TANAH KE$%A#I
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a Pembantu tukang 0.1 org 55,78.00
b Tukang gai 0.02 org 65,734.00
-uma'
&i'ulatkan
8. 1 ! PE$A&ATAN TANAH
a Pembantu tukang 0.50 org 55,78.00
b Tukang gai 0.02 org 65,734.00
-uma'
&i'ulatkan
. 1 ! URUGAN PASIR
a Pa&ir urug 1.20 m3 145,000.00
b Pembantu tukang 0.30 org 55,78.00
$ Tukang gai 0.02 org 65,734.00
-uma'
&i'ulatkan
10. 1 ! URUGAN TANAH
a Tana' urug 1.20 m3 112,000.00
b Pembantu tukang 0.30 org 55,78.00
$ Tukang gai 0.02 org 65,734.00
-uma'
&i'ulatkan
11. 1 ! URUGAN SIRTU
a %irtu (kora" 1.20 m3 165,000.00
b Pembantu tukang 0.25 org 55,78.00
$ Tukang gai 0.02 org 65,734.00
-uma'
&i'ulatkan
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-U$#AH /RP
22,31.20
1,314.68
23,633.88
2)600.00
2,572.4
1,314.6830,887.62
0)500.00
41,20.52
1,314.68
42,605.20
32)600.00
25,10.10
1,314.68
26,423.78
2)00.00
2,78.0
1,314.68
4,104.58
3)200.00
23,435.16
1,314.68
24,74.84
23)*00.00
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10,601.62
1,314.68
11,16.30
12)000.00
27,8.00
1,314.68
2,213.68
25)00.00
174,000.00
16,73.40
1,314.68
12,054.08
152)100.00
134,400.00
16,73.40
1,314.68
152,454.08
12)00.00
18,000.00
13,4.50
1,314.68
213,264.18
21)00.00
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Analisa HargaSatuan Perkerjaan 2011
NO. URAIAN KOEFISIEN SAT ARGA SATUA
I Pekerjaan Persiaan
1. 1 ! PASANG FON&ASI %T. KA#I 1 P7 8 Ps
a )atu bea' 1.10 m3 145,000.00
b PC (portan! Cement" 4.04 #ak 48,000.00
$ Pa&ir pa&ang 0.4 m3 165,000.00
! Tukang batu 0.60 org 75,671.00
e Pembantu tukang 1.50 org 55,78.00
-uma'
&i'ulatkan
2. 1 ! PASANG FON&ASI %T. KA#I 1 P7 8 3 Ps
a )atu bea' 1.10 m3 145,000.00
b PC (portan! Cement" 3.26 #ak 48,000.00
$ Pa&ir pa&ang 0.52 m3 165,000.00
! Tukang batu 0.60 org 75,671.00
e Pembantu tukang 1.50 org 55,78.00
-uma'
&i'ulatkan
3. 1 ! PASANG FON&ASI %T. KA#I 1 P7 8 Ps
a )atu bea' 1.10 m3 145,000.00
b PC (portan! Cement" 2.72 #ak 48,000.00
$ Pa&ir pa&ang 0.54 m3 165,000.00
! Tukang batu 0.60 org 75,671.00
e Pembantu tukang 1.50 org 55,78.00
-uma'
&i'ulatkan
4. 1 ! PASANG FON&ASI %ATU KOSONG /AANSTA$PING
a )atu bea' 1.10 m3 145,000.00
b Pa&ir urug 0.30 m3 145,000.00
$ Tukang batu 0.3 org 75,671.00
! Pembantu tukang 0.78 org 55,78.00
-uma'
&i'ulatkan
5. 1 ! $E$%UAT %ETON %ERTU#ANG UNTUK FON&ASI 1 P7 8 2 Ps 8
a PC (portan! Cement" 6.72 #ak 48,000.00b Pa&ir beton 0.54 m3 180,000.00
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$ %pit (batu pe$a'" 0.81 m3 178,000.00
! Pembantu tukang 2.00 org 55,78.00
e Tukang kayu 0.35 org 75,671.00
-uma'
&i'ulatkan
6. 1 kg PENU#ANGAN %ETON FON&ASI
a )e&i beton poo& 1.05 kg 8,500.00
b *aat beton 0.02 kg 11,200.00
$ Pembantu tukang 0.01 org 55,78.00
! Tukang kayu 0.01 org 75,671.00
-uma'
&i'ulatkan
7. 1 !2 PEKER-AAN %EGESTING UNTUK FON&ASI
a Papan kayu terentang 2/20 0.04 m3 2,300,000.00
b Paku 5+12 $m 0.30 m3 4,300.00
$ Peuma& bege&ting (oi/minyak" 0.10 tr 12,000.00
! Pembantu tukang 0.30 org 55,78.00
e Tukang kayu 0.26 org 75,671.00
-uma'
&i'ulatkan
8. 1 ! PASANG FON&ASI 9+9#OOP /0: %ETON 8 30: %ATU KA#Ia )e&i beton poo& 50.00 kg 8,500.00
b PC (portan! Cement" 4.04 #ak 48,000.00
$ Pa&ir beton 0.32 m3 180,000.00
! %pit (batu pe$a'" 0.4 m3 178,000.00
e *aat beton / ben!rat 0.80 m3 11,200.00
)atu bea' 0.40 m3 145,000.00
g Pembantu tukang 2.00 org 55,78.00
' Tukang kayu 0.85 org 75,671.00
-uma'&i'ulatkan
. 1 ! PASANG FON&ASI SU$URAN &IA$ETER 100 7!
a )atu bea' 0.45 m3 145,000.00
b PC (portan! Cement" 5.60 #ak 48,000.00
$ Pa&ir beton 0.45 m3 180,000.00
! %pit (batu pe$a'" 0.67 m3 178,000.00
e Pembantu tukang 2.38 org 55,78.00
Tukang kayu 0.30 org 75,671.00
-uma'
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&i'ulatkan
10. 1 ! PE$%UATAN FON&ASI TIANG %ETON %ERTU#ANG UK. 30;3
a Pa&ir beton 0.10 m3 180,000.00
b %pit (batu pe$a'" 0.15 m3 178,000.00$ PC (portan! Cement" 1.21 #ak 48,000.00
! )e&i beton poo& 45.00 kg 8,500.00
e *aat beton / ben!rat 0.0 kg 11,200.00
)aok kayu borneo &uper 5/7 0.03 m3 4,887,225.00
g Papan kayu terentang 0.01 m3 4,0,65.00
' Paku 5+12 $m 0.12 kg 11,000.00
i Peuma& bege&ting (oi/minyak" 0.0 tr 12,000.00
Pamir tembok 0.24 kg 1,000.00
k Pembantu tukang 1.00 org 55,78.00
Tukang kayu 0.67 org 75,671.00
-uma'
&i'ulatkan
11. 1 ! PE$%UATAN FON&ASI TIANG %ETON %ERTU#ANG UK. ;
a Pa&ir beton 0.08 m3 180,000.00
b %pit (batu pe$a'" 0.13 m3 178,000.00
$ PC (portan! Cement" 0.8 #ak 48,000.00
! )e&i beton poo& 34.50 kg 8,500.00
e *aat beton / ben!rat 0.70 kg 11,200.00 )aok kayu borneo &uper 5/7 0.03 m3 4,887,225.00
g Papan kayu terentang 0.01 m3 4,0,65.00
' Paku 5+12 $m 0.12 kg 11,000.00
i Peuma& bege&ting (oi/minyak" 0.0 tr 12,000.00
Pamir tembok 0.20 kg 1,000.00
k Pembantu tukang 0.80 org 55,78.00
Tukang kayu 0.50 org 75,671.00
-uma'
&i'ulatkan
12. 1 ! PE$%UATAN FON&ASI TIANG %ETON %ERTU#ANG UK. 2;2
a Pa&ir beton 0.06 m3 180,000.00
b %pit (batu pe$a'" 0.11 m3 178,000.00
$ PC (portan! Cement" 0.82 #ak 48,000.00
! )e&i beton poo& 34.50 kg 8,500.00
e *aat beton / ben!rat 0.60 kg 11,200.00
)aok kayu borneo &uper 5/7 0.03 m3 4,887,225.00
g Papan kayu terentang 0.01 m3 4,0,65.00
' Paku 5+12 $m 0.11 kg 11,000.00
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i Peuma& bege&ting (oi/minyak" 0.08 tr 12,000.00
Pamir tembok 0.20 kg 1,000.00
k Pembantu tukang 0.80 org 55,78.00
Tukang kayu 0.50 org 75,671.00
-uma'&i'ulatkan
13. 1 ! PE$%UATAN FON&ASI P#AT %ETON /PENU#ANGAN 12 kg<
a Papan kayu terentang 0.20 m3 2,300,000.00
b Paku 5+12 $m 1.50 kg 11,000.00
$ Peuma& bege&ting (oi/minyak" 0.40 tr 12,000.00
! )e&i beton poo& 125.00 kg 8,500.00
e *aat beton / ben!rat 2.25 kg 11,200.00
PC (portan! Cement" 6.46 #ak 48,000.00
g Pa&ir beton 0.52 m3 180,000.00
' %pit (batu pe$a'" 0.78 m3 178,000.00
i Pembantu tukang 3.0 org 55,78.00
Tukang batu 0.35 kg 75,671.00
k Tukang ayu 1.04 org 75,671.00
Tukang be&i 1.05 org 75,671.00
-uma'
&i'ulatkan
14. 1 ! PE$%UATAN FON&ASI P#AT %ETON /PENU#ANGAN 10 kg<a Papan kayu terentang 0.20 m3 2,300,000.00
b Paku 5+12 $m 1.50 kg 11,000.00
$ Peuma& bege&ting (oi/minyak" 0.40 tr 12,000.00
! )e&i beton poo& 150.00 kg 8,500.00
e *aat beton / ben!rat 2.25 kg 11,200.00
PC (portan! Cement" 6.46 #ak 48,000.00
g Pa&ir beton 0.52 m3 180,000.00
' %pit (batu pe$a'" 0.78 m3 178,000.00
i Pembantu tukang 4.00 org 55,78.00 Tukang batu 0.50 kg 75,671.00
k Tukang ayu 1.00 org 75,671.00
Tukang be&i 1.00 org 75,671.00
-uma'
&i'ulatkan
15. 1 ! PE$%UATAN FON&ASI P#AT %ETON %OREPI#E /PENU#ANGA
a Papan kayu terentang 0.20 m3 2,300,000.00
b Paku 5+12 $m 1.50 kg 11,000.00
$ Peuma& bege&ting (oi/minyak" 0.40 tr 12,000.00
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! )e&i beton poo& 125.00 kg 8,500.00
e *aat beton / ben!rat 2.10 kg 11,200.00
PC (portan! Cement" 6.46 #ak 48,000.00
g Pa&ir beton 0.52 m3 180,000.00
' %pit (batu pe$a'" 0.78 m3 178,000.00i Pembantu tukang 3.0 org 55,78.00
Tukang batu 0.40 kg 75,671.00
k Tukang ayu 1.00 org 75,671.00
Tukang be&i 1.00 org 75,671.00
-uma'
&i'ulatkan
16. 1 ! PE$%UATAN FON&ASI P#AT %ETON %OREPI#E/PENU#ANGA
a Papan kayu terentang 0.20 m3 2,300,000.00
b Paku 5+12 $m 1.50 kg 11,000.00
$ Peuma& bege&ting (oi/minyak" 0.40 tr 12,000.00
! )e&i beton poo& 150.00 kg 8,500.00
e *aat beton / ben!rat 2.25 kg 11,200.00
PC (portan! Cement" 6.46 #ak 48,000.00
g Pa&ir beton 0.52 m3 180,000.00
' %pit (batu pe$a'" 0.78 m3 178,000.00
i Pembantu tukang 4.00 org 55,78.00
Tukang batu 0.40 kg 75,671.00
k Tukang ayu 1.00 org 75,671.00 Tukang be&i 1.00 org 75,671.00
-uma'
&i'ulatkan
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-U$#AH /RP
15,500.00
13,20.00
80,850.00
45,402.60
83,67.00
563,36.60
)300.00
15,500.00
156,480.00
85,800.00
45,402.60
83,67.00
530,87.60
0)500.00
15,500.00
130,560.00
8,100.00
45,402.60
83,67.00
508,25.60
0*)00.00
15,500.00
43,500.00
2,511.6
43,522.44
276,034.13
26)100.00
Kr
322,560.007,200.00
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17/110
144,180.00
111,56.00
26,484.85
702,020.85
602)100.00
8,25.00
224.00
557.8
756.71
10,463.6
10)00.00
2,000.00
1,20.00
1,200.00
16,73.40
1,674.46
130,03.86
11)000.00
425,000.00
13,20.00
57,600.00
87,220.00
8,60.00
58,000.00
111,56.00
64,320.35
1,006,616.35444
65,250.00
268,800.00
81,000.00
11,260.00
132,7.24
22,701.30
68,810.54
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18/110
*5)500.00
7!
18,000.00
26,700.0058,080.00
382,500.00
10,080.00
146,616.75
4,06.5
1,320.00
1,080.00
4,560.00
55,78.00
50,6.57
804,531.27
*03)00.00
7!
14,400.00
23,140.00
47,040.00
23,250.00
7,840.00146,616.75
4,06.5
1,320.00
1,080.00
3,800.00
44,638.40
37,835.50
670,057.60
60)100.00
7!
10,800.00
1,580.00
3,360.00
23,250.00
6,720.00
146,616.75
4,06.5
1,210.00
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19/110
60.00
3,800.00
44,638.40
37,835.50
653,867.60)500.00
EGESTING
460,000.00
16,500.00
4,800.00
1,062,500.00
25,200.00
310,080.00
3,600.00
138,840.00
217,612.20
26,484.85
78,67.84
7,454.55
2,513,76.44
444
EGESTING 460,000.00
16,500.00
4,800.00
1,275,000.00
25,200.00
310,080.00
3,600.00
138,840.00
223,12.0037,835.50
75,671.00
75,671.00
2,736,38.50
444
12 kg
-
8/19/2019 Analisa Hrg Satuan Pekerjaan 2011
20/110
1,062,500.00
23,520.00
310,080.00
3,600.00
138,840.00217,612.20
30,268.40
75,671.00
75,671.00
2,50,062.60
444
10 kg
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8/19/2019 Analisa Hrg Satuan Pekerjaan 2011
21/110
Analisa HargaSatuan Perkerjaan 2011
NO. URAIAN KOEFISIEN SAT ARGA SATUA
A. PEKER-AAN %ETON
1. 1 ! $E$%UAT %ETON NON STRUKTUR) 1 P7 8 Ps 8 slt
a PC (portan! Cement" 4.36 #ak 48,000.00
b Pa&ir beton 0.52 m3 180,000.00
$ %pit (batu pe$a'" 0.87 m3 178,000.00
! Pembantu tukang 2.00 org 55,78.00
e Tukang batu 0.35 org 75,671.00
-uma'
&i'ulatkan
2. 1 ! $E$%UAT %ETON NON STRUKTUR) 1 P7 8 Ps 8 3 slt
a PC (portan! Cement" 4.64 #ak 48,000.00
b Pa&ir beton 0.52 m3 180,000.00
$ %pit (batu pe$a'" 0.78 m3 178,000.00
! Pembantu tukang 2.00 org 55,78.00
e Tukang batu 0.35 org 75,671.00
-uma'
&i'ulatkan
3. 1 ! $E$%UAT %ETON NON STRUKTUR) 1 P7 8 2 Ps 8 slt
a PC (portan! Cement" 6.72 #ak 48,000.00
b Pa&ir beton 0.54 m3 180,000.00
$ %pit (batu pe$a'" 0.81 m3 178,000.00
! Pembantu tukang 2.00 org 55,78.00
e Tukang batu 0.35 org 75,671.00
-uma'
&i'ulatkan
4. 1 ! $E$%UAT %ETON STRUKTUR $UTU K,22
a PC (portan! Cement" 7.76 #ak 48,000.00
b Pa&ir beton 0.65 m3 180,000.00
$ %pit (batu pe$a'" 0.65 m3 178,000.00
! Pembantu tukang 2.00 org 55,78.00
e Tukang batu 0.35 org 75,671.00
-uma'
&i'ulatkan
5. 1 ! $E$%UAT %ETON STRUKTUR $UTU K,26a PC (portan! Cement" 8.00 #ak 48,000.00
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b Pa&ir beton 0.55 m3 180,000.00
$ %pit (batu pe$a'" 0.70 m3 178,000.00
! Pembantu tukang 2.02 org 55,78.00
e Tukang batu 0.40 org 75,671.00
-uma'&i'ulatkan
%. PEKER-AAN PE$%ESIAN
1. 1 kg PENU#ANGAN %ETON=%ESI %ETON PO#OS
a )e&i beton poo& 1.05 kg 8,500.00
b *aat beton 0.02 kg 11,200.00
$ Pembantu tukang 0.01 org 55,78.00
! Tukang kayu 0.01 org 75,671.00
-uma'
&i'ulatkan
2. 1 kg PENU#ANGAN %ETON=%ESI %ETON U#IR
a )e&i beton uir 1.10 kg 10,126.00
b *aat beton 0.02 kg 11,200.00
$ Pembantu tukang 0.01 org 55,78.00
! Tukang kayu 0.02 org 75,671.00
-uma'
&i'ulatkan
9. PEKER-AAN %EGESTING
1. 1 !2 PASANG %EGESTING UNTUK S#OOF
a Papan kayu terentang 0.05 m3 2,300,000.00
b Paku 5+12 $m 0.30 kg 11,000.00
$ Peuma& bege&ting (oi/minyak" 0.10 tr 12,000.00
! Pembantu tukang 0.30 org 55,78.00
e Tukang kayu 0.26 org 75,671.00 -uma'
&i'ulatkan
2. 1 !2 PASANG %EGESTING UNTUK KO#O$
a Papan kayu terentang 0.04 m3 2,300,000.00
b Paku 5+12 $m 0.40 kg 11,000.00
$ Peuma& bege&ting (oi/minyak" 0.20 tr 12,000.00
! )aok kayu borneo 0.04 m3 4,887,225.00
e utipe 120240 mm 0.35 br 105,000.00
Pembantu tukang 0.30 org 55,78.00
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g Tukang kayu 0.33 org 75,671.00
-uma'
&i'ulatkan
3. 1 !2 PASANG %EGESTING UNTUK %A#OK a Papan kayu terentang 0.04 m3 2,300,000.00
b Paku 5+12 $m 0.40 kg 11,000.00
$ Peuma& bege&ting (oi/minyak" 0.20 tr 12,000.00
! )aok kayu borneo 0.04 m3 4,887,225.00
e utipe 120240 mm 0.35 br 105,000.00
Pembantu tukang 0.32 org 55,78.00
g Tukang kayu 0.33 org 75,671.00
-uma'
&i'ulatkan
4. 1 !2 PASANG %EGESTING UNTUK P#AT #ANTAI
a Papan kayu terentang 0.04 m3 2,300,000.00
b Paku 5+12 $m 0.40 kg 11,000.00
$ Peuma& bege&ting (oi/minyak" 0.20 tr 12,000.00
! )aok kayu borneo 0.04 m3 4,887,225.00
e utipe 120240 mm 0.35 br 105,000.00
Pembantu tukang 0.32 org 55,78.00
g Tukang kayu 0.33 org 75,671.00
-uma'&i'ulatkan
5. 1 !2 PASANG %EGESTING UNTUK TANGGA
a Papan kayu terentang 0.03 m3 2,300,000.00
b Paku 5+12 $m 0.40 kg 11,000.00
$ Peuma& bege&ting (oi/minyak" 0.15 tr 12,000.00
! )aok kayu borneo 0.02 m3 4,887,225.00
e utipe 120240 mm 0.35 br 105,000.00
Pembantu tukang 0.32 org 55,78.00g Tukang kayu 0.33 org 75,671.00
-uma'
&i'ulatkan
&. PEKER-AAN %ETON %ERTU#ANG
1. 1 ! $E$%UAT S#OOF %ETON %ERTU#ANG /200 kg %ESI < %EGE
a Papan kayu terentang 0.27 m3 2,300,000.00
b Paku 5+12 $m 2.00 kg 11,000.00
$ Peuma& bege&ting (oi/minyak" 0.60 tr 12,000.00
! )e&i beton poo& 200.00 kg 8,500.00
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e *aat beton / ben!rat 3.00 kg 11,200.00
PC (portan! Cement" 8.00 #ak 48,000.00
g Pa&ir beton 0.52 m3 180,000.00
' %pit (batu pe$a'" 0.78 m3 178,000.00
i Pembantu tukang 4.50 org 55,78.00 Tukang batu 0.35 kg 75,671.00
k Tukang kayu 1.56 org 75,671.00
Tukang be&i 1.40 org 75,671.00
-uma'
&i'ulatkan
2. 1 ! $E$%UAT KO#O$ %ETON %ERTU#ANG /12 kg %ESI < %EGE
a Papan kayu terentang 0.40 m3 2,300,000.00
b Paku 5+12 $m 4.00 kg 11,000.00
$ Peuma& bege&ting (oi/minyak" 2.00 tr 12,000.00
! )e&i beton poo& 125.00 kg 8,500.00
e *aat beton / ben!rat 4.50 kg 11,200.00
PC (portan! Cement" 6.45 #ak 48,000.00
g Pa&ir beton 0.52 m3 180,000.00
' %pit (batu pe$a'" 0.78 m3 178,000.00
i )aok kayu borneo &uper 0.30 m3 4,887,225.00
utipe 120240 mm 3.50 br 105,000.00
k Pembantu tukang 7.30 org 55,78.00
Tukang batu 0.35 kg 75,671.00m Tukang kayu 3.30 org 75,671.00
n Tukang be&i 2.10 org 75,671.00
-uma'
&i'ulatkan
3. 1 ! $E$%UAT KO#O$ %ETON %ERTU#ANG /10 kg %ESI < %EGE
a Papan kayu terentang 0.40 m3 2,300,000.00
b Paku 5+12 $m 4.00 kg 11,000.00
$ Peuma& bege&ting (oi/minyak" 2.00 tr 12,000.00! )e&i beton poo& 150.00 kg 8,500.00
e *aat beton / ben!rat 4.50 kg 11,200.00
PC (portan! Cement" 6.45 #ak 48,000.00
g Pa&ir beton 0.52 m3 180,000.00
' %pit (batu pe$a'" 0.78 m3 178,000.00
i )aok kayu borneo &uper 0.30 m3 4,887,225.00
utipe 120240 mm 3.50 br 105,000.00
k Pembantu tukang 7.30 org 55,78.00
Tukang batu 0.35 kg 75,671.00
m Tukang kayu 3.30 org 75,671.00
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8/19/2019 Analisa Hrg Satuan Pekerjaan 2011
25/110
n Tukang be&i 2.10 org 75,671.00
-uma'
&i'ulatkan
4. 1 ! $E$%UAT KO#O$ %ETON %ERTU#ANG /10 kg %ESI < %EGEa Papan kayu terentang 0.40 m3 2,300,000.00
b Paku 5+12 $m 4.00 kg 11,000.00
$ Peuma& bege&ting (oi/minyak" 2.00 tr 12,000.00
! )e&i beton poo& 160.00 kg 8,500.00
e *aat beton / ben!rat 4.50 kg 11,200.00
PC (portan! Cement" 6.45 #ak 48,000.00
g Pa&ir beton 0.52 m3 180,000.00
' %pit (batu pe$a'" 0.78 m3 178,000.00
i )aok kayu borneo &uper 0.30 m3 4,887,225.00
utipe 120240 mm 3.50 br 105,000.00
k Pembantu tukang 7.30 org 55,78.00
Tukang batu 0.35 kg 75,671.00
m Tukang kayu 3.30 org 75,671.00
n Tukang be&i 2.10 org 75,671.00
-uma'
&i'ulatkan
5. 1 ! $E$%UAT KO#O$ %ETON %ERTU#ANG /16 kg %ESI < %EGE
a Papan kayu terentang 0.40 m3 2,300,000.00b Paku 5+12 $m 4.00 kg 11,000.00
$ Peuma& bege&ting (oi/minyak" 2.00 tr 12,000.00
! )e&i beton poo& 175.00 kg 8,500.00
e *aat beton / ben!rat 4.50 kg 11,200.00
PC (portan! Cement" 6.45 #ak 48,000.00
g Pa&ir beton 0.52 m3 180,000.00
' %pit (batu pe$a'" 0.78 m3 178,000.00
i )aok kayu borneo &uper 0.30 m3 4,887,225.00
utipe 120240 mm 3.50 br 105,000.00k Pembantu tukang 7.30 org 55,78.00
Tukang batu 0.35 kg 75,671.00
m Tukang kayu 3.30 org 75,671.00
n Tukang be&i 2.10 org 75,671.00
-uma'
&i'ulatkan
6. 1 ! $E$%UAT KO#O$ %ETON %ERTU#ANG /200 kg %ESI < %EGE
a Papan kayu terentang 0.40 m3 2,300,000.00
b Paku 5+12 $m 4.00 kg 11,000.00
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26/110
$ Peuma& bege&ting (oi/minyak" 2.00 tr 12,000.00
! )e&i beton poo& 200.00 kg 8,500.00
e *aat beton / ben!rat 4.50 kg 11,200.00
PC (portan! Cement" 6.45 #ak 48,000.00
g Pa&ir beton 0.52 m3 180,000.00' %pit (batu pe$a'" 0.78 m3 178,000.00
i )aok kayu borneo &uper 0.30 m3 4,887,225.00
utipe 120240 mm 3.50 br 105,000.00
k Pembantu tukang 7.30 org 55,78.00
Tukang batu 0.35 kg 75,671.00
m Tukang kayu 3.30 org 75,671.00
n Tukang be&i 2.10 org 75,671.00
-uma'
&i'ulatkan
7. 1 ! $E$%UAT KO#O$ %ETON %ERTU#ANG /20 kg %ESI < %EGE
a Papan kayu terentang 0.40 m3 2,300,000.00
b Paku 5+12 $m 4.00 kg 11,000.00
$ Peuma& bege&ting (oi/minyak" 2.00 tr 12,000.00
! )e&i beton poo& 250.00 kg 8,500.00
e *aat beton / ben!rat 4.50 kg 11,200.00
PC (portan! Cement" 6.45 #ak 48,000.00
g Pa&ir beton 0.52 m3 180,000.00
' %pit (batu pe$a'" 0.78 m3 178,000.00i )aok kayu borneo &uper 0.30 m3 4,887,225.00
utipe 120240 mm 3.50 br 105,000.00
k Pembantu tukang 7.30 org 55,78.00
Tukang batu 0.35 kg 75,671.00
m Tukang kayu 3.30 org 75,671.00
n Tukang be&i 2.10 org 75,671.00
-uma'
&i'ulatkan
8. 1 ! $E$%UAT KO#O$ %ETON %ERTU#ANG /00 kg %ESI < %EGE
a Papan kayu terentang 0.40 m3 2,300,000.00
b Paku 5+12 $m 4.00 kg 11,000.00
$ Peuma& bege&ting (oi/minyak" 2.00 tr 12,000.00
! )e&i beton poo& 300.00 kg 8,500.00
e *aat beton / ben!rat 4.50 kg 11,200.00
PC (portan! Cement" 6.45 #ak 48,000.00
g Pa&ir beton 0.52 m3 180,000.00
' %pit (batu pe$a'" 0.78 m3 178,000.00
i )aok kayu borneo &uper 0.30 m3 4,887,225.00
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27/110
utipe 120240 mm 3.50 br 105,000.00
k Pembantu tukang 7.30 org 55,78.00
Tukang batu 0.35 kg 75,671.00
m Tukang kayu 3.30 org 75,671.00
n Tukang be&i 2.10 org 75,671.00 -uma'
&i'ulatkan
. 1 ! $E$%UAT %A#OK %ETON %ERTU#ANG /12 kg %ESI < %EGE
a Papan kayu terentang 0.32 m3 2,300,000.00
b Paku 5+12 $m 3.20 kg 11,000.00
$ Peuma& bege&ting (oi/minyak" 1.60 tr 12,000.00
! )e&i beton poo& 125.00 kg 8,500.00
e *aat beton / ben!rat 2.25 kg 11,200.00
PC (portan! Cement" 6.45 #ak 48,000.00
g Pa&ir beton 0.52 m3 180,000.00
' %pit (batu pe$a'" 0.78 m3 178,000.00
i )aok kayu borneo &uper 0.12 m3 4,887,225.00
utipe 120240 mm 2.80 br 105,000.00
k oken !ia.8 $m atau kayu 4/6$m 32.00 btg 18,600.00
Pembantu tukang 5.80 org 55,78.00
m Tukang batu 0.35 kg 75,671.00
n Tukang kayu 2.80 org 75,671.00
o Tukang be&i 1.05 org 75,671.00 -uma'
&i'ulatkan
10. 1 ! $E$%UAT %A#OK %ETON %ERTU#ANG /10 kg %ESI < %EGE
a Papan kayu terentang 0.32 m3 2,300,000.00
b Paku 5+12 $m 3.20 kg 11,000.00
$ Peuma& bege&ting (oi/minyak" 1.60 tr 12,000.00
! )e&i beton poo& 150.00 kg 8,500.00
e *aat beton / ben!rat 2.25 kg 11,200.00 PC (portan! Cement" 6.45 #ak 48,000.00
g Pa&ir beton 0.52 m3 180,000.00
' %pit (batu pe$a'" 0.78 m3 178,000.00
i )aok kayu borneo &uper 0.12 m3 4,887,225.00
utipe 120240 mm 2.80 br 105,000.00
k oken !ia.8 $m atau kayu 4/6$m 32.00 btg 18,600.00
Pembantu tukang 5.80 org 55,78.00
m Tukang batu 0.35 kg 75,671.00
n Tukang kayu 2.80 org 75,671.00
o Tukang be&i 1.05 org 75,671.00
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28/110
-uma'
&i'ulatkan
11. 1 ! $E$%UAT %A#OK %ETON %ERTU#ANG /200 kg %ESI < %EGE
a Papan kayu terentang 0.32 m3 2,300,000.00b Paku 5+12 $m 3.20 kg 11,000.00
$ Peuma& bege&ting (oi/minyak" 1.60 tr 12,000.00
! )e&i beton poo& 200.00 kg 8,500.00
e *aat beton / ben!rat 3.00 kg 11,200.00
PC (portan! Cement" 6.45 #ak 48,000.00
g Pa&ir beton 0.52 m3 180,000.00
' %pit (batu pe$a'" 0.78 m3 178,000.00
i )aok kayu borneo &uper 0.14 m3 4,887,225.00
utipe 120240 mm 2.80 br 105,000.00
k oken !ia.8 $m atau kayu 4/6$m 16.00 btg 18,600.00
Pembantu tukang 5.6 org 55,78.00
m Tukang batu 0.35 kg 75,671.00
n Tukang kayu 2.80 org 75,671.00
o Tukang be&i 1.40 org 75,671.00
-uma'
&i'ulatkan
12. 1 ! $E$%UAT KO#O$ %ETON %ERTU#ANG /22 kg %ESI < %EGE
a Papan kayu terentang 0.32 m3 2,300,000.00b Paku 5+12 $m 3.20 kg 11,000.00
$ Peuma& bege&ting (oi/minyak" 1.60 tr 12,000.00
! )e&i beton poo& 225.00 kg 8,500.00
e *aat beton / ben!rat 4.00 kg 11,200.00
PC (portan! Cement" 6.45 #ak 48,000.00
g Pa&ir beton 0.52 m3 180,000.00
' %pit (batu pe$a'" 0.78 m3 178,000.00
i )aok kayu borneo &uper 0.14 m3 4,887,225.00
utipe 120240 mm 2.80 br 105,000.00k oken !ia.8 $m atau kayu 4/6$m 16.00 btg 18,600.00
Pembantu tukang 5.6 org 55,78.00
m Tukang batu 0.35 kg 75,671.00
n Tukang kayu 2.80 org 75,671.00
o Tukang be&i 1.40 org 75,671.00
-uma'
&i'ulatkan
13. 1 ! $E$%UAT KO#O$ %ETON %ERTU#ANG /20 kg %ESI < %EGE
a Papan kayu terentang 0.32 m3 2,300,000.00
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b Paku 5+12 $m 3.20 kg 11,000.00
$ Peuma& bege&ting (oi/minyak" 1.60 tr 12,000.00
! )e&i beton poo& 250.00 kg 8,500.00
e *aat beton / ben!rat 6.00 kg 11,200.00
PC (portan! Cement" 6.45 #ak 48,000.00g Pa&ir beton 0.52 m3 180,000.00
' %pit (batu pe$a'" 0.78 m3 178,000.00
i )aok kayu borneo &uper 0.14 m3 4,887,225.00
utipe 120240 mm 2.80 br 105,000.00
k oken !ia.8 $m atau kayu 4/6$m 16.00 btg 18,600.00
Pembantu tukang 5.6 org 55,78.00
m Tukang batu 0.35 kg 75,671.00
n Tukang kayu 2.80 org 75,671.00
o Tukang be&i 1.40 org 75,671.00
-uma'
&i'ulatkan
14. 1 ! $E$%UAT TANGGA %ERTU#ANG /200 kg %ESI < %EGESTING
a Papan kayu terentang 0.25 m3 2,300,000.00
b Paku 5+12 $m 3.00 kg 11,000.00
$ Peuma& bege&ting (oi/minyak" 1.20 tr 12,000.00
! )e&i beton poo& 200.00 kg 8,500.00
e *aat beton / ben!rat 3.00 kg 11,200.00
PC (portan! Cement" 6.45 #ak 48,000.00g Pa&ir beton 0.52 m3 180,000.00
' %pit (batu pe$a'" 0.78 m3 178,000.00
i )aok kayu borneo &uper 0.30 m3 4,887,225.00
utipe 120240 mm 2.50 br 105,000.00
k Pembantu tukang 5.60 org 55,78.00
Tukang batu 0.35 kg 75,671.00
m Tukang kayu 2.30 org 75,671.00
n Tukang be&i 1.40 org 75,671.00
-uma'&i'ulatkan
15. 1 ! $E$%UAT P#AT #ANTAI Te'al>10 7! %ETON %ERTU#ANG /1
a )eton bertuang $amp.1p$2p&3k 1.00 m3 702,100.00
b Pa&ang bege&ting untuk antai 10.00 m2 373,00.00
$ )e&i beton rakit 100.00 kg 8,500.00
-uma'
&i'ulatkan
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8/19/2019 Analisa Hrg Satuan Pekerjaan 2011
30/110
16. 1 ! $E$%UAT P#AT #ANTAI Te'al>12 7! %ETON %ERTU#ANG /1
a )eton bertuang $amp.1p$2p&3k 1.00 m3 702,100.00
b Pa&ang bege&ting untuk antai 8.33 m2 373,00.00
$ )e&i beton rakit 115.00 kg 10,400.00
-uma'&i'ulatkan
17. 1 ! $E$%UAT P#AT #ANTAI Te'al>12 7! %ETON %ERTU#ANG /1
a )eton bertuang $amp.1p$2p&3k 1.00 m3 702,100.00
b Pa&ang bege&ting untuk antai 8.33 m2 373,00.00
$ )e&i beton rakit 125.00 kg 10,400.00
-uma'
&i'ulatkan
18. 1 ! $E$%UAT P#AT #ANTAI Te'al>1 7! %ETON %ERTU#ANG /1
a )eton bertuang $amp.1p$2p&3k 1.00 m3 702,100.00
b Pa&ang bege&ting untuk antai 6.67 m2 373,00.00
$ )e&i beton rakit 100.00 kg 10,400.00
-uma'
&i'ulatkan
1. 1 ! $E$%UAT P#AT #ANTAI Te'al>20 7! %ETON %ERTU#ANG /1
a )eton bertuang $amp.1p$2p&3k 1.00 m3 702,100.00
b Pa&ang bege&ting untuk antai 7.50 m2 373,00.00$ )e&i beton rakit 115.00 kg 10,400.00
-uma'
&i'ulatkan
20. 1 ! $E$%UAT RING %A#K %ETON %ERTU#ANG /16 kg %ESI < %
a Papan kayu terentang 0.27 m3 2,300,000.00
b Paku 5+12 $m 2.00 kg 11,000.00
$ Peuma& bege&ting (oi/minyak" 0.60 tr 12,000.00
! )e&i beton poo& 175.00 kg 8,500.00e *aat beton / ben!rat 3.00 kg 11,200.00
PC (portan! Cement" 8.00 #ak 48,000.00
g Pa&ir beton 0.52 m3 180,000.00
' %pit (batu pe$a'" 0.78 m3 178,000.00
i Pembantu tukang 4.85 org 55,78.00
Tukang batu 0.40 kg 75,671.00
k Tukang kayu 1.75 org 75,671.00
Tukang be&i 1.45 org 75,671.00
-uma'
&i'ulatkan
-
8/19/2019 Analisa Hrg Satuan Pekerjaan 2011
31/110
-U$#AH /RP
20,280.00
3,600.00
154,860.00
111,56.00
26,484.85
55,820.85
5)500.00
222,720.00
3,600.00
138,840.00
111,56.00
26,484.85
53,240.85
5)00.00
322,560.00
7,200.00
144,180.00
111,56.00
26,484.85
702,020.85
602)100.00
372,480.00
117,000.00
115,700.00
111,56.00
26,484.85
743,260.85
63)00.00
384,000.00
-
8/19/2019 Analisa Hrg Satuan Pekerjaan 2011
32/110
,000.00
124,600.00
112,711.6
30,268.40
750,580.3660)00.00
8,25.00
224.00
557.8
756.71
10,463.6
10)00.00
11,138.60
224.00
557.8
1,513.42
13,434.00
1)00.00
115,000.00
3,300.00
1,200.00
16,73.40
1,674.46155,13.86
1)000.00
2,000.00
4,400.00
2,400.00
15,48.00
36,750.00
16,73.40
-
8/19/2019 Analisa Hrg Satuan Pekerjaan 2011
33/110
24,71.43
372,74.83
62)*00.00
2,000.00
4,400.00
2,400.00
15,48.00
36,750.00
17,855.36
24,71.43
373,865.7
6)500.00
2,000.00
4,400.00
2,400.00
15,48.00
36,750.00
17,855.36
24,71.43
373,865.76)500.00
6,000.00
4,400.00
1,800.00
7,744.50
36,750.00
17,855.3624,71.43
252,521.2
22)00.00
TING $UTU K,22
621,000.00
22,000.00
7,200.00
1,700,000.00
-
8/19/2019 Analisa Hrg Satuan Pekerjaan 2011
34/110
33,600.00
384,000.00
3,600.00
138,840.00
251,01.0026,484.85
118,046.76
105,3.40
3,501,802.01
444
STING
20,000.00
44,000.00
24,000.00
1,062,500.00
50,400.00
30,600.00
3,600.00
138,840.00
1,466,167.50
367,500.00
407,325.40
26,484.8524,714.30
158,0.10
5,31,041.15
444
STING
20,000.00
44,000.00
24,000.001,275,000.00
50,400.00
30,600.00
3,600.00
138,840.00
1,466,167.50
367,500.00
407,325.40
26,484.85
24,714.30
-
8/19/2019 Analisa Hrg Satuan Pekerjaan 2011
35/110
158,0.10
5,531,541.15
444
STING 20,000.00
44,000.00
24,000.00
1,360,000.00
50,400.00
30,600.00
3,600.00
138,840.00
1,466,167.50
367,500.00
407,325.40
26,484.85
24,714.30
158,0.10
5,616,541.15
444
STING
20,000.0044,000.00
24,000.00
1,487,500.00
50,400.00
30,600.00
3,600.00
138,840.00
1,466,167.50
367,500.00407,325.40
26,484.85
24,714.30
158,0.10
5,744,041.15
444
STING
20,000.00
44,000.00
-
8/19/2019 Analisa Hrg Satuan Pekerjaan 2011
36/110
24,000.00
1,700,000.00
50,400.00
30,600.00
3,600.00138,840.00
1,466,167.50
367,500.00
407,325.40
26,484.85
24,714.30
158,0.10
5,56,541.15
444
STING
20,000.00
44,000.00
24,000.00
2,125,000.00
50,400.00
30,600.00
3,600.00
138,840.001,466,167.50
367,500.00
407,325.40
26,484.85
24,714.30
158,0.10
6,381,541.15
444
STING
20,000.00
44,000.00
24,000.00
2,550,000.00
50,400.00
30,600.00
3,600.00
138,840.00
1,466,167.50
-
8/19/2019 Analisa Hrg Satuan Pekerjaan 2011
37/110
367,500.00
407,325.40
26,484.85
24,714.30
158,0.106,806,541.15
444
TING
736,000.00
35,200.00
1,200.00
1,062,500.00
25,200.00
30,600.00
3,600.00
138,840.00
586,467.00
24,000.00
55,200.00
323,628.40
26,484.85
211,878.80
7,454.554,537,253.60
444
TING
736,000.00
35,200.00
1,200.00
1,275,000.00
25,200.0030,600.00
3,600.00
138,840.00
586,467.00
24,000.00
55,200.00
323,628.40
26,484.85
211,878.80
7,454.55
-
8/19/2019 Analisa Hrg Satuan Pekerjaan 2011
38/110
4,74,753.60
444
TING
736,000.0035,200.00
1,200.00
1,700,000.00
33,600.00
30,600.00
3,600.00
138,840.00
684,211.50
24,000.00
27,600.00
332,556.08
26,484.85
211,878.80
105,3.40
5,018,710.63
444
STING
736,000.0035,200.00
1,200.00
1,12,500.00
44,800.00
30,600.00
3,600.00
138,840.00
684,211.50
24,000.0027,600.00
332,556.08
26,484.85
211,878.80
105,3.40
5,242,410.63
444
STING
736,000.00
-
8/19/2019 Analisa Hrg Satuan Pekerjaan 2011
39/110
35,200.00
1,200.00
2,125,000.00
67,200.00
30,600.003,600.00
138,840.00
684,211.50
24,000.00
27,600.00
332,556.08
26,484.85
211,878.80
105,3.40
5,477,310.63
444
575,000.00
33,000.00
14,400.00
1,700,000.00
33,600.00
30,600.003,600.00
138,840.00
1,466,167.50
262,500.00
312,468.80
26,484.85
174,043.30
105,3.40
5,245,643.85444
00kg %ESI
-
8/19/2019 Analisa Hrg Satuan Pekerjaan 2011
40/110
1 kg %ESI
-
8/19/2019 Analisa Hrg Satuan Pekerjaan 2011
41/110
Analisa HargaSatuan Perkerjaan 2011
NO. URAIAN KOEFISIEN SAT ARGA SATUA
?. PEKER-AAN &IN&ING
1. 1 !2 PASANGAN %ATA $ERAH TE%A# 1 %ATA) 9A$PURAN 1 7 8
a )ata mera' 140.00 b' 550.00
b PC (portan! Cement" 0.65 #ak 48,000.00
$ Pa&ir pa&ang 0.0 br 165,000.00
! Pembantu tukang 0.65 org 55,78.00
e Tukang batu 0.20 org 75,671.00
-uma'
&i'ulatkan
2. 1 !2 PASANGAN %ATA $ERAH TE%A# 1 %ATA) 9A$PURAN 1 7 8
a )ata mera' 140.00 b' 550.00
b PC (portan! Cement" 0.55 #ak 48,000.00
$ Pa&ir pa&ang 0.0 br 165,000.00
! Pembantu tukang 0.65 org 55,78.00
e Tukang batu 0.20 org 75,671.00
-uma'
&i'ulatkan
3. 1 !2 PASANGAN %ATA $ERAH TE%A# 1 %ATA) 9A$PURAN 1 7 8
a )ata mera' 140.00 b' 550.00
b PC (portan! Cement" 0.45 #ak 48,000.00
$ Pa&ir pa&ang 0.10 br 165,000.00
! Pembantu tukang 0.65 org 55,78.00
e Tukang batu 0.20 org 75,671.00
-uma'
&i'ulatkan
4. 1 !2 PASANGAN %ATA $ERAH TE%A# 1=2 %ATA) 9A$PURAN 1 7
a )ata mera' 70.00 b' 550.00
b PC (portan! Cement" 0.2 #ak 48,000.00
$ Pa&ir pa&ang 0.04 br 165,000.00
! Pembantu tukang 0.32 org 55,78.00
e Tukang batu 0.10 org 75,671.00
-uma'
&i'ulatkan
5. 1 !2 PASANGAN %ATA $ERAH TE%A# 1=2 %ATA) 9A$PURAN 1 7a )ata mera' 70.00 b' 550.00
-
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42/110
b PC (portan! Cement" 0.25 #ak 48,000.00
$ Pa&ir pa&ang 0.05 br 165,000.00
! Pembantu tukang 0.32 org 55,78.00
e Tukang batu 0.10 org 75,671.00
-uma'&i'ulatkan
6. 1 !2 PASANGAN %ATA $ERAH TE%A# 1=2 %ATA) 9A$PURAN 1 7
a )ata mera' 70.00 b' 550.00
b PC (portan! Cement" 0.22 #ak 48,000.00
$ Pa&ir pa&ang 0.05 br 165,000.00
! Pembantu tukang 0.32 org 55,78.00
e Tukang batu 0.10 org 75,671.00
-uma'
&i'ulatkan
7. 1 !2 PASANG &IN&ING %ATA ROOSTER = TERA(ANG
a oo&ter / teraang ukuran 1211 37.00 b' 3,500.00
b PC (portan! Cement" 0.27 #ak 48,000.00
$ Pa&ir pa&ang 0.04 br 165,000.00
! Pembantu tukang 0.30 org 55,78.00
e Tukang batu 0.10 org 75,671.00
-uma'
&i'ulatkan
8. 1 !2 PASANG &IN&ING G#ASS%#O9K
a a&bo$k ukuran 1818 $m 30.00 b' 17,500.00
b %emen puti' 0.27 #ak 4,200.00
$ Pembantu tukang 0.30 org 55,78.00
! Tukang batu 0.10 org 75,671.00
-uma'
&i'ulatkan
. 1 !2 PASANGAN %ATAKO PUTIH) 9A$PURAN 1 7 8 s
a )atako puti' 15.00 b' 2,000.00
b PC (portan! Cement" 0.25 #ak 48,000.00
$ Pa&ir pa&ang 0.03 br 165,000.00
! Pembantu tukang 0.30 org 55,78.00
Tukang batu 0.15 org 75,671.00
-uma'
&i'ulatkan
10. 1 !2 PASANGAN %ATAKO PRES SE$EN) 9A$PURAN 1 7 8 s
-
8/19/2019 Analisa Hrg Satuan Pekerjaan 2011
43/110
a )atako pe& &emen 15.00 b' 2,250.00
b PC (portan! Cement" 0.20 #ak 48,000.00
$ Pa&ir pa&ang 0.02 br 165,000.00
! Pembantu tukang 0.30 org 55,78.00
e Tukang batu 0.15 org 75,671.00 -uma'
&i'ulatkan
11. 1 !2 PASANGAN %ATA RINGAN /HE%E# = 9E#9ON
a )ata ringan ('ee / $e$on" 8.00 b' 2,500.00
b %emen in&tant 11.45 kg 6,500.00
$ Pembantu tukang 0.30 org 55,78.00
! Tukang batu 0.20 org 75,671.00
-uma'
&i'ulatkan
-
8/19/2019 Analisa Hrg Satuan Pekerjaan 2011
44/110
-U$#AH /RP
s
77,000.00
31,200.00
14,850.00
36,268.70
15,134.20
174,452.0
163)00.00
s
77,000.00
26,400.00
14,850.00
36,268.70
15,134.20
16,652.0
15)600.00
s
77,000.00
21,600.00
16,500.00
36,268.70
15,134.20
166,502.0
1)00.00
8 s
38,500.00
13,20.00
6,600.00
17,855.36
7,567.10
84,442.46
*3)00.00
8 3 s 38,500.00
-
8/19/2019 Analisa Hrg Satuan Pekerjaan 2011
45/110
12,000.00
8,250.00
17,855.36
7,567.10
84,172.46*3)200.00
8 s
38,500.00
10,560.00
8,250.00
17,855.36
7,567.10
82,732.46
*2)*00.00
12,500.00
12,60.00
6,600.00
16,73.40
7,567.10
173,366.50
16)300.00
525,000.00
1,134.00
16,73.40
7,567.10
550,440.50
0)00.00
30,000.00
12,000.00
4,50.00
16,73.40
11,350.65
75,040.05
6)100.00
-
8/19/2019 Analisa Hrg Satuan Pekerjaan 2011
46/110
33,750.00
,600.00
3,300.00
16,73.40
11,350.6574,740.05
63)*00.00
20,000.00
74,425.00
16,73.40
15,134.20
126,28.60
12)00.00
-
8/19/2019 Analisa Hrg Satuan Pekerjaan 2011
47/110
Analisa HargaSatuan Perkerjaan 2011
NO. URAIAN KOEFISIEN SAT ARGA SATUA
?I. PEKER-AAN P#ESTERAN = A9I
1. 1 !2 P#ESTERAN 9A$PURAN 1 7 8 2 s) TE%A# 1) 7!
a PC (portan! Cement" 0.14 #ak 48,000.00
b Pa&ir pa&ang 0.02 br 165,000.00
$ Pembantu tukang 0.20 org 55,78.00
! Tukang batu 0.15 org 75,671.00
-uma'
&i'ulatkan
2. 1 !2 P#ESTERAN 9A$PURAN 1 7 8 s) TE%A# 1) 7!a PC (portan! Cement" 0.13 #ak 48,000.00
b Pa&ir pa&ang 0.02 br 165,000.00
$ Pembantu tukang 0.20 org 55,78.00
! Tukang batu 0.15 org 75,671.00
-uma'
&i'ulatkan
3. 1 !2 P#ESTERAN 9A$PURAN 1 7 8 3 s) TE%A# 1) 7!
a PC (portan! Cement" 0.10 #ak 48,000.00b Pa&ir pa&ang 0.02 br 165,000.00
$ Pembantu tukang 0.20 org 55,78.00
! Tukang batu 0.15 org 75,671.00
-uma'
&i'ulatkan
4. 1 !2 P#ESTERAN 9A$PURAN 1 7 8 s) TE%A# 1) 7!
a PC (portan! Cement" 0.0 #ak 48,000.00
b Pa&ir pa&ang 0.02 br 165,000.00
$ Pembantu tukang 0.20 org 55,78.00
! Tukang batu 0.15 org 75,671.00
-uma'
&i'ulatkan
5. 1 !2 P#ESTERAN 9A$PURAN 1 7 8 3 s) TE%A# 2)0 7!
a PC (portan! Cement" 0.17 #ak 48,000.00
b Pa&ir pa&ang 0.03 br 165,000.00
$ Pembantu tukang 0.22 org 55,78.00
! Tukang batu 0.16 org 75,671.00 -uma'
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48/110
&i'ulatkan
6. 1 !2 P#ESTERAN 9A$PURAN 1 7 8 s) TE%A# 2)0 7!
a PC (portan! Cement" 0.15 #ak 48,000.00
b Pa&ir pa&ang 0.03 br 165,000.00$ Pembantu tukang 0.25 org 55,78.00
! Tukang batu 0.20 org 75,671.00
-uma'
&i'ulatkan
7. 1 !2 P#ESTERAN %ETON 9A$PURAN 1 7 8 s) TE%A# 1) 7!
a PC (portan! Cement" 0.11 #ak 48,000.00
b Pa&ir pa&ang 0.03 br 165,000.00
$ Pembantu tukang 0.15 org 55,78.00
! Tukang batu 0.07 org 75,671.00
-uma'
&i'ulatkan
8. 1 !2 P#ESTERAN %ETON 9A$PURAN 1 7 8 2 s) TE%A# 1) 7!
a PC (portan! Cement" 0.1 #ak 48,000.00
b Pa&ir pa&ang 0.02 br 165,000.00
$ Pembantu tukang 0.26 org 55,78.00
! Tukang batu 0.20 org 75,671.00
-uma'&i'ulatkan
. 1 !2 P#ESTERAN %ETON 9A$PURAN 1 7 8 s) TE%A# 1) 7!
a PC (portan! Cement" 0.15 #ak 48,000.00
b Pa&ir pa&ang 0.02 br 165,000.00
$ Pembantu tukang 0.26 org 55,78.00
! Tukang batu 0.20 org 75,671.00
-uma'
&i'ulatkan
10. 1 !2 P#ESTERAN SKONENG 9A$PURAN 1 7 8 2 s
a PC (portan! Cement" 0.01 #ak 48,000.00
b Pa&ir pa&ang 0.01 br 165,000.00
$ Pembantu tukang 0.06 org 55,78.00
! Tukang batu 0.04 org 75,671.00
-uma'
&i'ulatkan
11. 1 !2 A9IAN P#ESTERAN
-
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49/110
a PC (portan! Cement" 0.08 #ak 48,000.00
$ Pembantu tukang 0.14 org 55,78.00
C Tukang batu 0.11 org 75,671.00
-uma'
&i'ulatkan
12. 1 !2 P#ESTERAN SIAR 9A$PURAN 1 7 8 2 s
a PC (portan! Cement" 0.0 #ak 48,000.00
b Pa&ir pa&ang 0.02 br 165,000.00
$ Pembantu tukang 0.15 org 55,78.00
! Tukang batu 0.07 org 75,671.00
-uma'
&i'ulatkan
-
8/19/2019 Analisa Hrg Satuan Pekerjaan 2011
50/110
-U$#AH /RP
6,720.00
3,300.00
11,15.60
11,350.65
32,530.25
2)00.00
6,240.00
3,300.00
11,15.60
11,350.65
32,050.25
2)100.00
4,800.003,300.00
11,15.60
11,350.65
30,610.25
0)600.00
4,320.00
3,300.00
11,15.60
11,350.65
30,130.25
0)200.00
8,160.00
4,50.00
12,275.56
12,107.3637,42.2
-
8/19/2019 Analisa Hrg Satuan Pekerjaan 2011
51/110
6)00.00
7,200.00
4,50.0013,4.50
15,134.20
41,233.70
31)00.00
5,280.00
4,50.00
8,36.70
5,26.7
23,86.67
2)500.00
,120.00
3,300.00
14,507.48
15,134.20
42,061.6832)100.00
7,200.00
3,300.00
14,507.48
15,134.20
40,141.68
30)200.00
480.00
1,650.00
3,347.88
3,026.84
8,504.72
*)00.00
-
8/19/2019 Analisa Hrg Satuan Pekerjaan 2011
52/110
3,840.00
7,811.72
8,323.81
1,75.53
20)000.00
4,320.00
3,300.00
8,36.70
5,26.7
21,286.67
21)00.00
-
8/19/2019 Analisa Hrg Satuan Pekerjaan 2011
53/110
Analisa HargaSatuan Perkerjaan 2011
NO. URAIAN KOEFISIEN SAT ARGA SATUA
?II.PEKER-AAN PE#APIS #ANTAI
1. 1 !2 PASANG #ANTAI KERA$IK UKURAN 30;30 7! PO#ISHE&
a *eramik 9k. 4040 $m 1.00 m2 205,000.00
b PC (portan! Cement" 0.16 #ak 48,000.00
$ Pa&ir pa&ang 0.02 m3 165,000.00
! %emen arna 0.02 kg 4,200.00
e Pembantu tukang 0.25 org 55,78.00
Tukang batu 0.12 org 75,671.00
-uma'
&i'ulatkan
2. 1 !2 PASANG #ANTAI KERA$IK UKURAN 30;30 7! UNPO#ISHE&
a *eramik 9k. 4040 $m 1.00 m2 15,000.00
b PC (portan! Cement" 0.16 #ak 48,000.00
$ Pa&ir pa&ang 0.02 m3 165,000.00
! %emen arna 0.02 kg 4,200.00
e Pembantu tukang 0.26 org 55,78.00
Tukang batu 0.13 org 75,671.00
-uma'&i'ulatkan
3. 1 !2 PASANG #ANTAI KERA$IK UKURAN 0;0
a *eramik 9k. 60:60 $m 1.00 m2 265,000.00
b PC (portan! Cement" 0.18 #ak 48,000.00
$ Pa&ir pa&ang 0.02 m3 165,000.00
! %emen arna 0.01 kg 4,200.00
e Pembantu tukang 0.25 org 55,78.00
Tukang batu 0.12 org 75,671.00
-uma'
&i'ulatkan
4. 1 !2 PASANG #ANTAI KERA$IK UKURAN 0;50
a *eramik 9k. 600 $m 1.00 m2 22,000.00
b PC (portan! Cement" 0.17 #ak 48,000.00
$ Pa&ir pa&ang 0.02 m3 165,000.00
! %emen arna 0.02 kg 4,200.00
e Pembantu tukang 0.26 org 55,78.00
Tukang batu 0.14 org 75,671.00 -uma'
-
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54/110
&i'ulatkan
5. 1 !2 PASANG #ANTAI KERA$IK UKURAN 10;20 7!
a *eramik 9k. 1020 $m 1.00 m2 35,000.00
b PC (portan! Cement" 0.18 #ak 48,000.00$ Pa&ir pa&ang 0.02 m3 165,000.00
! %emen arna 0.02 kg 4,200.00
e Pembantu tukang 0.22 org 55,78.00
Tukang batu 0.40 org 75,671.00
-uma'
&i'ulatkan
6. 1 !2 PASANG #ANTAI KERA$IK PO#OS UKURAN 20 ; 20 7!
a *eramik poo& 9k. 2020 $m 1.00 m2 38,000.00
b PC (portan! Cement" 0.17 #ak 48,000.00
$ Pa&ir pa&ang 0.02 m3 165,000.00
! %emen arna 0.02 kg 4,200.00
e Pembantu tukang 0.30 org 55,78.00
Tukang batu 0.15 org 75,671.00
-uma'
&i'ulatkan
7. 1 !2 PASANG #ANTAI KERA$IK $OTIF UKURAN 20 ; 20 7!
a *eramik moti 9k. 2020 $m 1.00 m2 38,500.00b PC (portan! Cement" 0.17 #ak 48,000.00
$ Pa&ir pa&ang 0.02 m3 165,000.00
! %emen arna 0.02 kg 4,200.00
e Pembantu tukang 0.30 org 55,78.00
Tukang batu 0.15 org 75,671.00
-uma'
&i'ulatkan
8. 1 !2 PASANG #ANTAI KERA$IK PO#OS UKURAN 0 ; 0 7!a *eramik poo& 9k. 3030 $m 1.00 m2 3,000.00
b PC (portan! Cement" 0.16 #ak 48,000.00
$ Pa&ir pa&ang 0.02 m3 165,000.00
! %emen arna 0.02 kg 4,200.00
e Pembantu tukang 0.25 org 55,78.00
Tukang batu 0.12 org 75,671.00
-uma'
&i'ulatkan
. 1 !2 PASANG #ANTAI KERA$IK $OTIF UKURAN 0 ; 0 7!
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55/110
a *eramik moti 9k. 3030 $m 1.00 m2 41,000.00
b PC (portan! Cement" 0.16 #ak 48,000.00
$ Pa&ir pa&ang 0.02 m3 165,000.00
! %emen arna 0.02 kg 4,200.00
e Pembantu tukang 0.25 org 55,78.00 Tukang batu 0.12 org 75,671.00
-uma'
&i'ulatkan
10. 1 !2 PASANG #ANTAI $AR$ER
a armer &tan!ar 1.00 m2 133,000.00
b PC (portan! Cement" 0.48 #ak 48,000.00
$ Pa&ir pa&ang 0.10 m3 165,000.00
! %emen arna 0.20 kg 4,200.00
e Pembantu tukang 0.62 org 55,78.00
Tukang batu 0.35 org 75,671.00
-uma'
&i'ulatkan
11. 1 !2 PASANG #ANTAI PARKET -ATI
a Parket ati 1.05 m2 250,000.00
b em ;iny 0.60 kg 30,800.00
$ Pembantu tukang 0.65 org 55,78.00
! Tukang batu 0.35 org 75,671.00 -uma'
&i'ulatkan
12. 1 !2 PASANG #ANTAI GRANIT
a ranit &tan!ar 1.00 m2 600,000.00
b PC (portan! Cement" 0.48 #ak 48,000.00
$ Pa&ir pa&ang 0.08 m3 165,000.00
! %emen arna 0.10 kg 4,200.00
e Pembantu tukang 0.60 org 55,78.00 Tukang batu 0.48 org 75,671.00
-uma'
&i'ulatkan
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-U$#AH /RP
205,000.00
7,680.00
3,300.00
84.00
13,4.50
,080.52
23,04.02
25)100.00
15,000.00
7,680.00
3,300.00
84.00
14,507.48
,837.23
230,408.7120)00.00
265,000.00
8,640.00
3,300.00
42.00
13,4.50
,080.52
300,012.02
00)100.00
22,000.00
8,160.00
3,300.00
84.00
14,507.48
10,53.4328,645.42
-
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2*)600.00
35,000.00
8,640.003,300.00
84.00
12,275.56
30,268.40
8,567.6
*5)00.00
38,000.00
8,160.00
3,300.00
84.00
16,73.40
11,350.65
77,634.05
66)600.00
38,500.008,160.00
3,300.00
84.00
16,73.40
11,350.65
78,134.05
6*)200.00
3,000.00
7,680.00
3,300.00
84.00
13,4.50
,080.52
73,04.02
6)100.00
-
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41,000.00
7,680.00
3,300.00
84.00
13,4.50,080.52
75,04.02
6)100.00
133,000.00
23,040.00
16,500.00
840.00
34,54.76
26,484.85
234,45.61
23)00.00
262,500.00
18,480.00
36,268.70
26,484.85343,733.55
3)*00.00
600,000.00
23,040.00
13,200.00
420.00
33,478.8036,322.08
706,460.88
60)00.00
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Analisa HargaSatuan Perkerjaan 2011
NO. URAIAN KOEFISIEN SAT ARGA SATUA
III PEKER-AAN PE#APIS &IN&ING
1. 1 !2 PASANG &IN&ING KERA$IK $OTIF UKURAN 10 ; 20 7!
a *eramik moti 10 20 $m 1.00 m2 36,500.00
b PC (portan! Cement" 0.18 #ak 48,000.00
$ Pa&ir pa&ang 0.02 m3 165,000.00
! %emen arna 0.02 kg 4,200.00
e Pembantu tukang 0.22 org 55,78.00
Tukang batu 0.40 org 75,671.00
-uma'
&i'ulatkan
2. 1 !2 PASANG &IN&ING KERA$IK PO#OS UKURAN 10 ; 20 7!
a *eramik poo& 10 20 $m 1.00 m2 36,000.00
b PC (portan! Cement" 0.18 #ak 48,000.00
$ Pa&ir pa&ang 0.02 m3 165,000.00
! %emen arna 0.02 kg 4,200.00
e Pembantu tukang 0.22 org 55,78.00
Tukang batu 0.40 org 75,671.00
-uma'&i'ulatkan
3. 1 !2 PASANG &IN&ING KERA$IK $OTIF UKURAN 20 ; 20 7!
a *eramik moti 20 20 $m 1.00 m2 38,500.00
b PC (portan! Cement" 0.17 #ak 48,000.00
$ Pa&ir pa&ang 0.02 m3 165,000.00
! %emen arna 0.02 kg 4,200.00
e Pembantu tukang 0.20 org 55,78.00
Tukang batu 0.3 org 75,671.00
-uma'
&i'ulatkan
4. 1 !2 PASANG &IN&ING KERA$IK PO#OS UKURAN 20 ; 20 7!
a *eramik poo& 20 20 $m 1.00 m2 36,000.00
b PC (portan! Cement" 0.17 #ak 48,000.00
$ Pa&ir pa&ang 0.02 m3 165,000.00
! %emen arna 0.02 kg 4,200.00
e Pembantu tukang 0.20 org 55,78.00
Tukang batu 0.38 org 75,671.00 -uma'
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&i'ulatkan
5. 1 !2 PASANG &IN&ING KERA$IK PO#OS UKURAN 20 ; 2 7!
a *eramik poo& 20 25 $m 1.00 m2 38,000.00
b PC (portan! Cement" 0.16 #ak 48,000.00$ Pa&ir pa&ang 0.02 m3 165,000.00
! %emen arna 0.01 kg 4,200.00
e Pembantu tukang 0.1 org 55,78.00
Tukang batu 0.38 org 75,671.00
-uma'
&i'ulatkan
6. 1 !2 PASANG &IN&ING KERA$IK $OTIF UKURAN 20 ; 2 7!
a *eramik moti 20 25 $m 1.00 m2 38,500.00
b PC (portan! Cement" 0.16 #ak 48,000.00
$ Pa&ir pa&ang 0.02 m3 165,000.00
! %emen arna 0.01 kg 4,200.00
e Pembantu tukang 0.1 org 55,78.00
Tukang batu 0.38 org 75,671.00
-uma'
&i'ulatkan
7. 1 !2 PASANG &IN&ING $AR$ER
a armer &tan!ar 1.00 m2 133,000.00b Paku &ekrup 4.00 b' 560.00
$ PC (portan! Cement" 0.25 #ak 48,000.00
! Pa&ir pa&ang 0.03 m3 165,000.00
e %emen arna 1.50 kg 4,200.00
*aat ikat 0.03 kg 4,200.00
g Paku 0.03 kg 11,200.00
' Pembantu tukang 0.72 org 55,78.00
i Tukang batu 0.65 org 75,671.00
-uma'&i'ulatkan
8. 1 !2 PASANG &IN&ING GRANIT
a ranit &tan!ar 1.00 m2 600,000.00
b Paku &ekrup 2.00 b' 560.00
$ PC (portan! Cement" 0.25 #ak 48,000.00
! Pa&ir pa&ang 0.03 m3 165,000.00
e %emen arna 1.50 kg 4,200.00
*aat ikat 0.03 kg 4,200.00
g Paku 0.03 kg 11,200.00
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-
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-U$#AH /RP
36,500.00
8,640.00
3,300.00
84.00
12,275.56
30,268.40
1,067.6
51)100.00
36,000.00
8,640.00
3,300.00
84.00
12,275.56
30,268.40
0,567.650)00.00
38,500.00
8,160.00
3,300.00
84.00
11,15.60
2,511.6
0,715.2
50)*00.00
36,000.00
8,160.00
3,300.00
84.00
11,15.60
28,754.887,458.58
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*6)00.00
38,000.00
7,680.003,300.00
42.00
10,601.62
28,754.8
88,378.60
**)300.00
38,500.00
7,680.00
3,300.00
42.00
10,601.62
28,754.8
88,878.60
**)500.00
133,000.002,240.00
12,000.00
4,50.00
6,300.00
126.00
336.00
40,174.56
4,186.15
248,312.7123*)300.00
600,000.00
1,120.00
12,000.00
4,50.00
6,300.00
126.00
336.00
-
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40,174.56
4,186.15
714,12.71
613)200.00
72,500.00
11,520.00
6,600.00
17,855.36
18,17.75
127,33.11
126)300.00
65,000.00
12,000.00
6,600.00
17,855.36
18,17.75
120,373.11
120)300.00
1,875.00
60.00
1,650.00
420.00
3,347.88
2,270.13
28,523.01
2*)00.00
24,750.00
60.00
1,650.00
420.00
3,347.88
2,270.13
33,38.01
)300.00
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Analisa HargaSatuan Perkerjaan 2011
NO. URAIAN KOEFISIEN SAT ARGA SATUA
I@. PEKER-AAN KUSEN PINTU) -EN&E#A PARTISI
1. 1 !2 PASANG KUSEN PINTU -EN&E#A KA+U KA$PER SA$ARIN
a )aok kayu kamper &amarin!a 1.20 m2 5,561,325.00
b Pembantu tukang 6.00 org 55,78.00
$ Tukang kayu 15.00 org 75,671.00
-uma'
&i'ulatkan
2. 1 !2 PASANG KUSEN PINTU -EN&E#A KA+U KA$PER $E&AN =
a )aok kayu kamper me!an 1.20 m2 4,100,000.00b Pembantu tukang 6.00 org 55,78.00
$ Tukang kayu 15.00 org 75,671.00
-uma'
&i'ulatkan
3. 1 !2 PASANG KUSEN PINTU -EN&E#A KA+U %ORNEO SUPER
a )aok kayu borneo &uper 1.20 m2 4,887,225.00
b Pembantu tukang 6.00 org 55,78.00
$ Tukang kayu 15.00 org 75,671.00 -uma'
&i'ulatkan
4. 1 !2 PASANG PINTU PANE# KA+U KA$PER SA$ARIN&A
a )aok kayu kamper &amarin!a 0.04 m3 5,56,030.00
b Pembantu tukang 1.00 org 55,78.00
$ Tukang kayu 2.50 org 75,671.00
-uma'
&i'ulatkan
5. 1 !2 PASANG PINTU PANE# KA+U KA$PER $&AN = KRUING
a )aok kayu kamper me!an / kruin 0.04 m3 4,300,000.00
b Pembantu tukang 1.00 org 55,78.00
$ Tukang kayu 2.50 org 75,671.00
-uma'
&i'ulatkan
6. 1 !2 PASANG PINTU -EN&E#A KA9A KA+U KA$PER $E&AN
a Papan kayu kamper me!an 0.04 m3 4,300,000.00b Pembantu tukang 0.80 org 55,78.00
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$ Tukang kayu 2.00 org 75,671.00
-uma'
&i'ulatkan
7. 1 !2 PASANG PINTU -EN&E#A KA9A KA+U %ORNEOa Papan kayu borneo &uper 0.04 m3 4,0,65.00
b Pembantu tukang 0.80 org 55,78.00
$ Tukang kayu 2.00 org 75,671.00
-uma'
&i'ulatkan
8. 1 !2 PASANG PINTU -EN&E#A -A#USI KA+U KA$PER $E&AN
a Papan kayu kamper me!an 0.06 m3 4,300,000.00
b Pembantu tukang 1.00 org 55,78.00
$ Tukang kayu 3.00 org 75,671.00
-uma'
&i'ulatkan
. 1 !2 PINTU TRIP#EK RANGKAP) RANGKA KA+U KA$PER $E&AN
a Papan kayu kamper me!an 0.02 m3 4,300,000.00
b Paku 1 + 5 $m 0.03 kg 11,000.00
$ em kayu 0.30 tr 25,600.00
! Tripek 0,4 $m ukuran pintu 1.00 br 36,000.00
e Pembantu tukang 0.60 org 55,78.00 Tukang kayu 2.00 org 75,671.00
-uma'
&i'ulatkan
10. 1 !2 PPASANG -A#USI $ATI KUSEN KA+U KA$PER $E&AN
a Papan kayu kamper me!an 0.06 m3 4,300,000.00
b Paku 1 + 5 $m 0.15 kg 11,000.00
$ Pembantu tukang 0.50 org 55,78.00
! Tukang kayu 2.00 org 75,671.00 -uma'
&i'ulatkan
11. 1 !2 PINTU TRIP#EK RANGKAP) RANGKA KA+U %ORNEO SUPER
a Papan kayu borneo &uper 0.02 m3 4,0,65.00
b Paku 1 + 5 $m 0.15 kg 11,000.00
$ em kayu 0.30 tr 25,600.00
! Tripek 0,4 $m ukuran pintu 1.00 br 36,000.00
e Pembantu tukang 0.60 org 55,78.00
Tukang kayu 2.00 org 75,671.00
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-uma'
&i'ulatkan
12. 1 !2 PINTU TEAK(OO& RANGKAP) RANGKA KA+U KA$PER $E&
a Papan kayu kamper me!an 0.02 m3 4,300,000.00b Paku 1 + 5 $m 0.30 kg 11,000.00
$ em kayu 0.30 tr 55,78.00
! Teakoo! 1202400,4 $m 1.00 br 4,000.00
e Pembantu tukang 0.60 org 55,78.00
Tukang kayu 2.00 org 75,671.00
-uma'
&i'ulatkan
13. 1 !2 PINTU TRIP#EK FOR$IKA RANGKA KA+U KA$PER $E&AN
a Papan kayu kamper me!an 0.02 m3 4,300,000.00
b Paku 1 + 5 $m 0.30 kg 11,000.00
$ em kayu 0.80 tr 25,600.00
! Tripek 0,4 $m ukuran pintu 1.00 br 36,000.00
e erni& 0.50 tr 60,000.00
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g Tukang kayu 0.45 org 75,671.00
-uma'
&i'ulatkan
16. 1 !2 PASANG &INING PE$ISAH &OU%#EGR9) RANGKA KA+U KA$a )aok kayu kamper me!an 0.02 m3 4,100,000.00
b Papan kayu kamper me!an 0.01 m3 4,300,000.00
$ Paku 5 + 12 $m 0.10 kg 11,000.00
! em kayu 0.56 tr 25,600.00
e Tripek 0,4 $m ukuran pintu 1.00 br 36,000.00
Pembantu tukang 0.20 org 55,78.00
g Tukang kayu 0.60 org 75,671.00
-uma'
&i'ulatkan
17. 1 !2 PASANG PINTU A#U$UNIU$ = PINTU P?9
a Pintu aumunium /pintu P>C 1.00 b' 375,000.00
b ?at bantu 10@ 'arga materia 1.00 & 37,500.00
$ Tukang kayu 0.60 org 75,671.00
-uma'
&i'ulatkan
18. 1 !2 PASANG KUSEN PARTISI &OU%#E TRIP#EK
a )aok kayu borneo &uper 0.11 m3 4,887,225.00! Tripek 0,4 $m ukuran pintu 5.00 br 36,000.00
b Paku 1 + 3 $m 2.00 kg 11,000.00
$ ?mpea& 2.00 br 6,850.00
! Ang&e 4.00 b' 22,500.00
e ren!e / &ot 4.00 b' 2,000.00
Pembantu tukang 0.30 org 55,78.00
g Tukang kayu 1.30 org 75,671.00
-uma'
&i'ulatkan
1. 1 !2 PASANG KUSEN PARTISI &OU%#E G+PSU$ < RANGKA KA+U
a )aok kayu borneo &uper 0.11 m3 4,887,225.00
b yp&um boar! 120240 mm 0.72 br 57,100.00
$ Paku 1 + 3 $m 2.00 kg 11,000.00
! )aok kayu borneo &uper 2.00 br 6,850.00
e Ang&e 4.00 b' 22,500.00
ren!e / &ot 4.00 b' 2,000.00
g Pembantu tukang 0.30 org 55,78.00
' Tukang kayu 1.30 org 75,671.00
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-uma'
&i'ulatkan
20. 1 !2 PASANG KUSEN PARTISI &OU%#E G+PSU$ < RANGKA %ESI
a Boo 4/4 #in$romate 0.42 btg 45,000.00a Boo 2/4 #in$romate 0.15 btg 32,000.00
! yp&um boar! 120240 mm 0.72 br 57,100.00
b Paku &ekrup 25.00 b' 560.00
$ am&et / !ina bot 4.00 b' 2,500.00
! Cotton pa&ter 0.10 b' 55,000.00
e Compoun 0.13 kg 28,000.00
Pembantu tukang 0.10 org 55,78.00
g Tukang kayu 0.05 org 75,671.00
-uma'
&i'ulatkan
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-U$#AH /RP
A
6,673,50.00
334,788.00
1,135,065.00
8,143,443.00
444
RUING
4,20,000.00334,788.00
1,135,065.00
6,38,853.00
444
5,864,670.00
334,788.00
1,135,065.007,334,523.00
444
223,841.20
55,78.00
18,177.50
468,816.70
3*)500.00
172,000.00
55,78.00
18,177.50
416,75.50
316)000.00
172,000.0044,638.40
-
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71/110
151,342.00
367,80.40
*)000.00
16,387.80
44,638.40
151,342.00
32,368.20
52)300.00
258,000.00
55,78.00
227,013.00
540,811.00
30)500.00
86,000.00
330.00
7,680.00
36,000.00
33,478.80151,342.00
314,830.80
13)500.00
258,000.00
1,650.00
27,8.00
151,342.00438,81.00
3*)500.00
8,13.0
1,650.00
7,680.00
36,000.00
33,478.80
151,342.00
-
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72/110
328,344.70
2*)300.00
N
86,000.003,300.00
16,73.40
4,000.00
33,478.80
151,342.00
384,860.20
*3)500.00
86,000.00
3,300.00
20,480.00
36,000.00
62,500.00
44,638.40
18,177.50
442,05.0
332)100.00
AN
86,000.00
3,300.00
20,480.00
47,000.00
30,000.00
62,500.00
44,638.40
18,177.50483,05.0
3*)100.00
+U KA$PER $E&AN
82,000.00
43,000.00
1,100.00
14,336.00
4,000.00
8,36.70
-
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73/110
34,051.5
276,857.65
26)500.00
PER $E&AN 82,000.00
43,000.00
1,100.00
14,336.00
36,000.00
11,15.60
45,402.60
232,8.20
2)000.00
375,000.00
37,500.00
45,402.60
457,02.60
3*)000.00
537,54.75180,000.00
22,000.00
13,700.00
0,000.00
116,000.00
16,73.40
8,372.30
1,074,406.45
444
537,54.75
41,112.00
22,000.00
13,700.00
0,000.00
116,000.00
16,73.40
8,372.30
-
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74/110
35,518.45
5)00.00
O##O(
18,00.004,800.00
41,112.00
14,000.00
10,000.00
5,500.00
3,640.00
5,57.80
3,783.55
107,315.35
106)300.00
-
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Analisa HargaSatuan Perkerjaan 2011
NO. URAIAN KOEFISIEN SAT ARGA SATUA
@. PEKER-AAN RANGKA ATAP &AN PENUTUP ATAP
A. PEKER-AAN RANGKA ATAP
1. 1 ! PEKER-AAN KONSTRUKSI KU&A,KU&A KA+U KA$PER $E&A
a )aok kayu kamper me!an 1.10 m3 4,100,000.00
b )e&i &trip 15.00 kg 10,640.00
$ Paku ukuran be&ar 0.80 kg 11,000.00
! eni kayu 0.40 kg 15,000.00
e Pembantu tukang 4.00 org 55,78.00
Tukang kayu 12.00 org 75,671.00
-uma'
&i'ulatkan
2. 1 ! PEKER-AAN KONSTRUKSI KU&A,KU&A KA+U %ORNEO SUPE
a )aok kayu borneo &uper 1.10 m3 4,887,225.00
b )e&i &tip 15.00 kg 10,640.00
$ Paku ukuran be&ar 0.80 kg 11,000.00
! eni kayu 0.40 kg 15,000.00
e Pembantu tukang 4.00 org 55,78.00
Tukang kayu 12.00 org 75,671.00 -uma'
&i'ulatkan
3. 1 !2 PASANG PASANG KASO
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5. 1 !2 PASANG #ISTP#ANG KA+U KA$PER $E&AN UK. ; 20 7!
a Papan kayu kamper me!an 0.01 m3 4,300,000.00
b Paku 7 + 10 $m 0.05 kg 11,000.00
$ Pembantu tukang 0.10 org 55,78.00
! Tukang kayu 0.20 org 75,671.00 -uma'
&i'ulatkan
6. 1 !2 PASANG #ISTP#ANG KA+U KA$PER $E&AN UK. ; 0 7!
a Papan kayu kamper me!an 0.01 m3 4,300,000.00
b Paku 7 + 10 $m 0.05 kg 11,000.00
$ Pembantu tukang 0.11 org 55,78.00
! Tukang kayu 0.22 org 75,671.00
-uma'
&i'ulatkan
7. 1 !2 PEKER-AAN NOK = GOR&ING = -URA+ KA+U %ORNEO SUPER
a )aok kayu borneo &uper 1.05 m3 4,887,225.00
b Paku 7 + 10 $m 0.20 kg 11,000.00
$ Pembantu tukang 2.00 org 55,78.00
! Tukang kayu 2.00 org 75,671.00
-uma'
&i'ulatkan
%. PEKER-AAN PENUTUP ATAP
1. 1 !2 PASANG PENUTUP ATAP GENTENG PA#ENTONG
a enteng paentong 25.00 b' 1,100.00
b Pembantu tukang 0.15 org 55,78.00
$ Tukang kayu 0.08 org 75,671.00
-uma'
&i'ulatkan
2. 1 !2 PASANG NOK = %U%UNGAN GENTENG KERA$IK G#ABURa enteng nok / bubungan paento 5.00 b' 16,500.00
b PC (portan! Cement" 0.16 #ak 48,000.00
$ Pa&ir pa&ang 0.03 m3 165,000.00
! Pembantu tukang 0.30 org 55,78.00
e Tukang kayu 0.20 org 75,671.00
-uma'
&i'ulatkan
3. 1 !2 PASANG ATAP FI%ERG#ASS UK. 1*0 ; 50 7!
a ?tap berga&& 0.60 br 62,000.00
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b Paku 2 + 5 $m 0.05 kg 11,000.00
$ Pembantu tukang 0.14 org 55,78.00
! Tukang kayu 0.07 org 75,671.00
-uma'
&i'ulatkan
4. 1 !2 PASANG ATAP AS%ES GE#O$%ANG UK. 2)60 ; 1)0 7! Te'al
a ?&be& geombang 0.35 br 68,500.00
b Paku payung 0.12 kg 11,000.00
$ Pembantu tukang 0.14 org 55,78.00
! Tukang kayu 0.07 org 75,671.00
-uma'
&i'ulatkan
5. 1 !2 PASANG ATAP AS%ES GE#O$%ANG UK. 2)30 ; 1)0 7! Te'al
a ?&be& geombang 0.42 br 60,000.00
b Paku payung 0.12 kg 11,000.00
$ Pembantu tukang 0.14 org 55,78.00
! Tukang kayu 0.07 org 75,671.00
-uma'
&i'ulatkan
6. 1 !2 PASANG ATAP AS%ES GE#O$%ANG UK. 2)60 ; 1)02 7! Te'al
a ?&be& geombang 0.44 br 87,500.00b Paku payung 0.12 kg 11,000.00
$ Pembantu tukang 0.14 org 55,78.00
! Tukang kayu 0.07 org 75,671.00
-uma'
&i'ulatkan
7. 1 !2 PASANG ATAP AS%ES GE#O$%ANG UK. 2)30 ; 1)02 7! Te'al
a ?&be& geombang 0.51 br 78,200.00
b Paku payung 0.12 kg 11,000.00$ Pembantu tukang 0.14 org 55,78.00
! Tukang kayu 0.07 org 75,671.00
-uma'
&i'ulatkan
8. 1 !2 PASANG ATAP AS%ES GE#O$%ANG UK. 1)0 ; 1)02 7! Te'al
a ?&be& geombang 0.80 br 46,000.00
b Paku payung 0.12 kg 11,000.00
$ Pembantu tukang 0.14 org 55,78.00
! Tukang kayu 0.07 org 75,671.00
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-uma'
&i'ulatkan
. 1 !2 PASANG ATAP SIRAP
a enteng &irap 80.00 b' 00.00b Paku 0.20 kg 11,000.00
$ Pembantu tukang 0.10 org 55,78.00
! Tukang kayu 0.20 org 75,671.00
-uma'
&i'ulatkan
10. 1 !2 PASANG ATAP GENTENG %ETON
a enteng beton 1.10 b' 72,000.00
b Paku 5 +12 $m 0.03 kg 11,000.00
$ Pembantu tukang 0.20 org 55,78.00
! Tukang kayu 0.10 org 75,671.00
-uma'
&i'ulatkan
11. 1 !2 PASANG ATAP GENTENG $ETA# < 901
a enteng meta 1.02 br 132,000.00
b Paku 5 +12 $m 2.00 kg 11,000.00
$ Pembantu tukang 0.20 org 55,78.00
! Tukang kayu 0.10 org 75,671.00 -uma'
&i'ulatkan
12. 1 !2 PASANG NOK GENTENG %ETON
a Dok genteng beton 3.50 b' 15,500.00
b Paku 5 +12 $m 0.05 kg 11,000.00
$ PC (portan! Cement" 0.22 #ak 48,000.00
! Pa&ir pa&ang 0.03 m3 165,000.00
e %emen arna 1.00 kg 4,200.00 Pembantu tukang 0.40 org 55,78.00
g Tukang kayu 0.20 org 75,671.00
-uma'
&i'ulatkan
13. 1 !2 PASANG NOK GENTENG $ETA#
a Dok genteng meta 1.10 b' 53,000.00
b Paku payung 0.05 kg 11,000.00
$ Pembantu tukang 0.25 org 55,78.00
! Tukang kayu 0.15 org 75,671.00
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-uma'
&i'ulatkan
14. 1 !2 PASANG ATAP SENG GE#O$%ANG
a %eng geombang 0.70 br 50,000.00b Paku 5 +12 $m 0.02 kg 11,000.00
$ Pembantu tukang 0.12 org 55,78.00
! Tukang kayu 0.06 org 75,671.00
-uma'
&i'ulatkan
15. 1 !2 PASANG NOK SENG UNTUK ATAP SENG GE#O$%ANG
a %eng pat )-% 1.05 m1 31,000.00
b Paku 5 +12 $m 0.40 kg 11,000.00
$ Pembantu tukang 0.15 org 55,78.00
! Tukang kayu 0.07 org 75,671.00
-uma'
&i'ulatkan
16. 1 !2 PASANG ATAP PO#+9AR%ONATE
a Poy$arbonate 1.05 b' 18,000.00
b )e&i 'oo 1.50 kg 45,000.00
$ ?at bantu 20@ 'arga materia 1.00 & 41,580.00
! Pembantu tukang 0.15 org 55,78.00e Tukang kayu 0.05 org 75,671.00
-uma'
&i'ulatkan
17. 1 !2 PASANG A#U$UNIU$ FOI#
a ?umunium oi 1.05 m2 4,200.00
b ?at bantu 20@ 'arga materia 1.00 & 882.00
$ Pembantu tukang 0.15 org 55,78.00
! Tukang kayu 0.05 org 75,671.00 -uma'
&i'ulatkan
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80/110
-U$#AH /RP
N
4,510,000.00
15,600.00
8,800.00
6,000.00
223,12.00
08,052.00
5,815,644.00
444
5,375,47.50
15,600.00
8,800.00
6,000.00
223,12.00
08,052.006,681,51.50
444
%ORNEO SUPER
48,872.25
1,650.00
5,57.80
7,567.10
63,66.15)600.00
EO SUPER
48,872.25
1,650.00
5,57.80
7,567.10
63,66.15
)600.00
-
8/19/2019 Analisa Hrg Satuan Pekerjaan 2011
81/110
43,000.00
550.00
5,57.80
15,134.2064,264.00
3)00.00
43,000.00
550.00
6,137.78
16,647.62
66,335.40
)300.00
5,131,586.25
2,200.00
111,56.00
151,342.00
5,36,724.25
444
27,500.00
8,36.70
6,053.68
41,23.38
32)000.00
82,500.00
7,680.00
4,50.00
16,73.40
15,134.20
127,003.60
126)100.00
37,200.00
-
8/19/2019 Analisa Hrg Satuan Pekerjaan 2011
82/110
550.00
7,811.72
5,26.7
50,858.6
0)500.00
> 3 !!
23,75.00
1,320.00
7,811.72
5,26.7
38,403.6
*)00.00
> 3 !!
25,200.00
1,320.00
7,811.72
5,26.7
3,628.6
5)600.00
> !!
38,500.001,320.00
7,811.72
5,26.7
52,28.6
)000.00
> !!
3,882.00
1,320.007,811.72
5,26.7
54,310.6
3)300.00
> !!
36,800.00
1,320.00
7,811.72
5,26.7
-
8/19/2019 Analisa Hrg Satuan Pekerjaan 2011
83/110
51,228.6
1)00.00
72,000.002,200.00
5,57.80
15,134.20
4,14.00
5)000.00
7,200.00
330.00
11,15.60
7,567.10
8,256.70
5*)00.00
134,640.00
22,000.00
11,15.60
7,567.10175,366.70
16)300.00
54,250.00
550.00
10,560.00
4,50.00
4,200.0022,31.20
15,134.20
111,63.40
112)000.00
58,300.00
550.00
13,4.50
11,350.65
-
8/19/2019 Analisa Hrg Satuan Pekerjaan 2011
84/110
84,150.15
*3)200.00
35,000.00220.00
6,65.76
4,540.26
46,456.02
3)00.00
32,550.00
4,400.00
8,36.70
5,26.7
50,616.67
0)600.00
207,00.00
67,500.00
41,580.00
8,36.703,783.55
32,133.25
25)200.00
4,410.00
882.00
8,36.70
3,783.5517,445.25
16)00.00
-
8/19/2019 Analisa Hrg Satuan Pekerjaan 2011
85/110
Analisa HargaSatuan Perkerjaan 2011
NO. URAIAN KOEFISIEN SAT ARGA SATUA
@I. PEKER-AAN PENUTUP P#AFON&
1. 1 !2 PASANG RANGKA P#AFON& UK. 0)0 ; 1)00 !) KA+U %ORN
a )aok kayu borneo &uper 4/6 $m 0.01 m3 4,887,225.00
b Paku 5 + 12 $m 0.10 kg 11,000.00
$ Pembantu tukang 0.15 org 55,78.00
! Tukang kayu 0.25 org 75,671.00
-uma'
&i'ulatkan
2. 1 !2 P#AFON& GR9 0 ; 1)20 $) Te'al > 3 !!a Pat C teba 4 mm 1.10 br 45,600.00
b Paku 1 $m 0.10 kg 11,000.00
$ Pembantu tukang 0.03 org 55,78.00
! Tukang kayu 0.07 org 75,671.00
-uma'
&i'ulatkan
3. 1 !2 P#AFON& AS%ES 1)0 ; 1)0 $) Te'al > !!
a Peat a&be& teba 5 mm 1.10 br 14,000.00b Paku 1 $m 0.01 kg 11,000.00
$ Pembantu tukang 0.03 org 55,78.00
! Tukang kayu 0.07 org 75,671.00
-uma'
&i'ulatkan
4. 1 !2 P#AFON& AKUSTIK 0 ; 120 7!
a ?ku&tik 60012005 mm 1.50 br 72,000.00
b Paku 2 +5 $m 0.05 kg 11,000.00
$ Pembantu tukang 0.06 org 55,78.00
! Tukang kayu 0.10 org 75,671.00
-uma'
&i'ulatkan
5. 1 !2 P#AFON& AKUSTIK 0 ; 120 7! < RANGKA A#U$UNIU$
a Pro aumunium = T = 3.60 m1 30,000.00
b *aat &eng poo& 0.15 kg 11,200.00
$ am&et / !ina bot 1.00 b' 2,500.00
! ?ku&tik 60012005 mm 1.50 br 72,000.00b Paku 2 +5 $m 0.05 kg 11,000.00
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86/110
$ Pembantu tukang 0.15 org 55,78.00
! Tukang kayu 0.20 org 75,671.00
-uma'
&i'ulatkan
6. 1 !2 P#AFON& PROFI# KA+U
a i&t pro kayu 1.10 m1 13,500.00
b Paku 2 $m 0.01 kg 11,000.00
$ Pembantu tukang 0.05 org 55,78.00
! Tukang kayu 0.05 org 75,671.00
-uma'
&i'ulatkan
7. 1 !2 #IST P#AFON& KA+U 1=3
a i&t kayu 1/4 1.10 m1 4,300.00
b Paku 2 $m 0.01 kg 11,000.00
$ Pembantu tukang 0.05 org 55,78.00
! Tukang kayu 0.05 org 75,671.00
-uma'
&i'ulatkan
8. 1 !2 P#AFON& TRIP#EK 3 !! < RANGKA KA+U %ORNEO SUPER
a )aok kayu borneo &uper 0.02 m3 4,887,225.00
b Paku 1 + 12 $m 0.06 kg 11,000.00$ Tripek 120 240 4 $m 0.3 br 36,000.00
! Pembantu tukang 0.27 org 55,78.00
e Tukang kayu 0.40 org 75,671.00
-uma'
&i'ulatkan
. 1 !2 P#AFON& TEAK(OO& 3 !! < RANGKA KA+U %ORNEO SUP
a )aok kayu borneo &uper 0.02 m3 4,887,225.00
b Paku 1 + 12 $m 0.06 kg 36,000.00$ Teakoo! 1202400,4 $m 0.3 br 4,000.00
! Pembantu tukang 0.27 org 55,78.00
e Tukang kayu 0.40 org 75,671.00
-uma'
&i'ulatkan
10. 1 !2 P#AFON& PAPAN 10 7! < RANGKA KA+U %ORNEO SUPER
a )aok kayu borneo &uper 0.02 m3 4,887,225.00
b Paku 1 + 12 $m 0.20 kg 4,000.00
$ Papan kayu kamper 0.02 br 5,56,030.00
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! Pembantu tukang 0.35 org 55,78.00
e Tukang kayu 0.50 org 75,671.00
-uma'
&i'ulatkan
11. 1 !2 P#AFON& G+PSU$ %OAR& < RANGKA %ESI HO##O(
a Boo 4/4 #in$romate 0.42 btg 45,000.00
a Boo 2/4 #in$romate 0.15 btg 32,000.00
! yp&um boar! 120240 mm 0.36 br 57,100.00
b Paku &ekrup 25.00 b' 560.00
$ am&et / !ina bot 4.00 b' 2,500.00
! Cotton pa&ter 0.07 b' 55,000.00
e Compoun 0.13 kg 28,000.00
Pembantu tukang 0.10 org 55,78.00
g Tukang kayu 0.05 org 75,671.00
-uma'
&i'ulatkan
-
8/19/2019 Analisa Hrg Satuan Pekerjaan 2011
88/110
-U$#AH /RP
O SUPER
48,872.25
1,100.00
8,36.70
18,17.75
77,25.70
66)00.00
50,160.00
1,100.00
1,673.4
5,26.7
58,230.1
*)00.00
15,400.00110.00
1,673.4
5,26.7
22,480.1
22)00.00
108,000.00
550.00
3,347.88
7,567.10
11,464.8
115)00.00
108,000.00
1,680.00
2,500.00
108,000.00550.00
-
8/19/2019 Analisa Hrg Satuan Pekerjaan 2011
89/110
8,36.70
15,134.20
244,233.0
233)00.00
14,850.00
110.00
2,78.0
3,783.55
21,533.45
21)00.00
4,730.00
110.00
2,78.0
3,783.55
11,413.45
11)00.00
7,744.50
660.0014,040.00
15,065.46
30,268.40
157,778.36
16)*00.00
R
7,744.50
2,160.0036,660.00
15,065.46
30,268.40
181,88.36
1*1)500.00
7,744.50
18,800.00
111,20.60
-
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90/110
1,52.30
37,835.50
285,82.0
2*)500.00
18,00.00
4,800.00
20,556.00
14,000.00
10,000.00
3,850.00
3,640.00
5,57.80
3,783.55
85,10.35
*)200.00
-
8/19/2019 Analisa Hrg Satuan Pekerjaan 2011
91/110
Analisa HargaSatuan Perkerjaan 2011
NO. URAIAN KOEFISIEN SAT HARGA SATUA
@II.PEKER-AAN SANITAIR
1. $E$ASANG 1 %H K#OSET &U&UK = $ONO%#OK
a *o&et !u!uk / monobok 1.00 b' 2,265,000.00
b Perengkapan 10@'arga ko&et 1.00 & 226,500.00
$ Pembantu tukang 3.30 org 55,78.00
! Tukang batu 1.10 org 75,671.00
-uma'
&i'ulatkan
2. $E$ASANG