hps - engineer estimate-pasar sialang buah.xls
TRANSCRIPT
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DAFTAR HARGA SATUAN PEKERJAAN
UPAH DAN BAHANTAHUN ANGGARAN 2015
PERBAUNGAN
PEMERINTAH KABUPATEN SERDANG BEDAGAI
DINAS PERINDUSTRIAN, PERDAGANGAN DAN PASAR
PT. ARANGSIBU RAYA CONSULTANT
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REKAPITULASI
HARGA PERKIRAAN SENDIRI (HPS)
PEKERJAAN : PEMBANGUNAN DAN PENGEMBANGAN SARANA DISTRIBUSI PERDAGANGAN PASAR SIALANG BUAH
LOKASI PEKERJAAN : KECAMATAN TEKUL MENGKUDU - KAB. SERDANG BEDAGAI
TAHUN ANGGARAN : 2015
NO URAIAN PEKERJAAN JUMLAH HARGA
I PEKERJAAN PENDAHULUAN Rp 3,116,30.00
II GEDUNG - A Rp !",3#2,0#0.01
III GEDUNG - B Rp #5,2!2,!"#.#0
I$ PEMBUATAN KAMAR MANDI BARU Rp 6,302,#0#.3#
$ %ASILITAS UMUM Rp 15#,2",510.#5
$I PEKERJAAN AKHIR Rp 15,"25,51!.00
A JUMLAH Rp 1,205,2",133.!3B PPN 10 & Rp 120,52",13.3!
C TOTAL JUMLAH Rp 1,325,!23,5#.21
D DIBULATKAN Rp 1,325,!23,000.00
Ter!"#$% & S#' M!"#r T!%# R#'* D# P"+ L!,# J'# De"#-#$ R#'* D# P"+ T!%# R! R-!#+
P'(') B*+*, J/ 2015
D/' O*
P*4'' P*/' K*+
D+'( P*)+7/()'+ P*)7''+'+ 7'+ P'(')
ASJMIR FAIAL /ALLAD ST. MMNIP. 1"5!011 1"!012 1 003
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HARGA PERKIRAAN SENDIRI (HPS)
PEKERJAAN : PEMBANGUNAN DAN PENGEMBANGAN SARANA DISTRIBUSI PERDAGANGAN PASAR SIALANG BUAH
LOKASI PEKERJAAN : KECAMATAN TEKUL MENGKUDU - KAB. SERDANG BEDAGAI
TAHUN ANGGARAN : 2015
NILAI PEKERJAAN : -
NO URAIAN PEKERJAANOLUME
ANALISAHARGA TOTAL
$ 8 U+ S+ SATUAN (R-) HARGA (R-)
I PEKERJAAN PENDAHULUAN
1 P'p'+ P)9* 1.00 L( A 005 56,30.00 56,30.00
2 D/*+ L'p)'+ L'p)'+ ')'+, D/*+'(, 1.00 L( T'() 2,660,000.00 2,660,000.00
Sp D)';+ < A(/ D)';+=
11340.00
II GEDUNG A
2.1 PEKERJAAN BONGKARAN
1 B+') '+/+'+ *>(+ 1#".3 A 01# 11,260.00 2,01",36!.0
2 P*+//)'+ 7'+ B;p'+ "1.00 A 002 0,!00.00 3,#12,!00.00
3 P**)('+ B+')'+ 1#".3 A 01" !,050.00 1,3,6!#.006165755.40
2.2 PEKERJAAN TANAH
1 G''+ '+' p+7'( *'p' P1= 2.20 B 001 5!,"60.00 1,26,!32.00
2 G''+ '+' ' (? 6.60 B 001 5!,"60.00 3!",136.00
3 U)/'+ *' *'( ''+ 2.20 B 011 1",650.00 #5,530.00
T/+'+ T'+' p*+'+ %' 113.6" B013.' 106,3!0.00 12,0",##!.36
5 T/+'+ P'() 7';' '+' < P+7'( 26.60 B 013 120,1!0.00 3,1"6,#!!.00
1657034.3
2. PEKERJAAN BETON
1 P+7'( 'p' *+ *)/'+ P1=
' B*+ 1:2:3 6.0 D001.' "06,050.00 5,#2,52.00
P'p'+ M'' 3.!0 D 026 220,5#0.00 #,6#5,!36.00@ T/'+'+ #21.00 K D023.' 16,2#0.00 11,#30,6#0.00
2 R'' *+ 1:3:5 '+' 26.2" D 001 #55,5!0.00 1",!66,0!#.15
3 R'' *+ 1:3:5 '+' (*'(')= 6.12 D 001 #55,5!0.00 ,623,##1.!1
B' (? +.*). 20830 @
' B*+ 1:2:3 6.60 D001.' "06,050.00 5,"#","30.00
P'p'+ M'' 66.00 D 02# 23#,!20.00 15,6"6,120.00
@ T/'+'+ #65.# K D023.' 16,2#0.00 12,5,16.36
5 K +.*). 20830 @
' B*+ 1:2:3 6.5 D001.' "06,050.00 5,!,"06.01
P'p'+ M'' 10#.52 D 02! 3!6,00.00 1,5,2#".##
@ T/'+'+ !"3.6 K D023.' 16,2#0.00 1,536,5"5.0!
6 R+ ' +.*). 20830 @
' B*+ 1:2:3 .1! D001.' "06,050.00 3,#!3,66.!0
P'p'+ M'' 55.6! D 02" 3"6,#50.00 22,0"1,00.00
@ T/'+'+ 661.20 K D023.' 16,2#0.00 10,#5#,#2.00
1720560.86
2.4 PEKERJAAN DINDING 9 PLASTER
1 P'('+'+ B'/ B'' 1 : 2 20.!! E 00# 122,550.00 2,55!,!.00
3 P*(*)'+ K 1 P@ : 3 P( #6.00 H 003 53,6#0.00 ,0#!,"20.00
P*(*)'+ B' 1 P@ : 3 P( 66.0 H 003 53,6#0.00 3,563,6!!.00
10201452.00
2.5 PEKERJAAN KERAMIK
1 L'+' U'' K*)' 0 > 0 6!.2 G0. 13#,"!0.00 !",,155.20
2 P'('+'+ D+7+ K*)' M? B'/ '' 12.00 G06". 350,110.00 ,201,320.00
8345465.20
M2
M2
M2
M3
M3
M3
M3
M3
M3
M2
M3
M3
M3
M2
M3
M2
M3
M2
M2
M2
M2
M2
M2
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2.3 PEKERJAAN ELEKTRICAL
1 L'p/ L 1! ; 12.00 B P 006 6,""0 563,!!0.00
2 S'') S+* 2.00 B P 002 26,6"0 53,3!0.00
3 I+(''( P*+*)'+'+ 12.00 T P 001 !#,020 1,0,20.00
I+(''( Sp +' !.00 T P 00 #5,!!0 60#,00.00
5 MCB B> 2 G)/p= 1.00 B P 005 !6,!50 !6,!50.00
25580.00
2.6 PEKERJAAN INSTALASI AIR
1 P'(.Pp' A) H/4'+ D') T''+ 1".!0 O 016.' 5#,#20.00 1,12,!56.00
2 G) *( 20.!0 J015.' 510,"0.00 10,62#,552.00
3 P'('+'+ B'/ B'' 1 : 2 2#.0 E 00# 122,550.00 3,313,#52.00
R'' B*+ S'/)'+ P') 2.#" D 001 #55,5!0.00 2,105,"52.5!
16180112.57
2.7 PEKERJAAN PENGECATAN 9 PELAPIS
1 C' K B*+ #6.00 %002.' 3#,110.00 2,!20,360.00
2 C' B' B*+ 66.0 %002.' 3#,110.00 2,6,10.00
3 C' M+9' 16.#2 M %012.' ,6"0.00 ##,216.!0
301370.70
2.8 PEKERJAAN ATAP
1 R'+' A'p B'4' R+'+ #03. J 020 126,500.00 !!,"!5,666.00
2 A'p +@'/ 0,3 #03. L00!.' !3,150.00 5!,"1,36!.60
3 R'/+ 56."# M L01#.' 35,""0.00 2,050,350.30
L(p'+ K'( !3.60 M K 022 16,360.00 1,36#,6"6.00
5 T''+ S*+ B4( 2!.6 J01!' #!,100.00 2,236,62#.!0
1511607.60
SUB TOTAL GEDUNG A 47862060.01
III GEDUNG B
.1 PEKERJAAN BONGKARAN
1 B+') '+/+'+ *>(+ 1"".50 A 01# 11,260.00 2,26,3#0.00
2 P*+//)'+ 7'+ B;p'+ !.00 A 002 0,!00.00 3,2#,200.00
3 P**)('+ B+')'+ 1"".50 A 01" !,050.00 1,605,"#5.00
6268545.00
.2 PEKERJAAN TANAH
1 G''+ '+' p+7'( *'p' P1= 2.20 B 001 5!,"60.00 1,26,!32.00
2 G''+ '+' ' (? 6.60 B 001 5!,"60.00 3!",136.00
2 U)/'+ *' *'( ''+ 2.20 B 011 1",650.00 #5,530.00
3 T/+'+ T'+' p*+'+ %' 113.6" B013.' 106,3!0.00 12,0",##!.36
T/+'+ P'() 7';' '+' < P+7'( 26.60 B 013 120,1!0.00 3,1"6,#!!.00
1657034.3
.4 PEKERJAAN BETON
1 P+7'( 'p' *+ *)/'+ P1=
' B*+ 1:2:3 6.0 D001.' "06,050.00 5,#2,52.00
P'p'+ M'' 3.!0 D 026 220,5#0.00 #,6#5,!36.00
@ T/'+'+ #21.00 K D023.' 16,2#0.00 11,#30,6#0.00
2 R'' *+ 1:3:5 '+' 13.30 D 001 #55,5!0.00 10,0",21.00
3 R'' *+ 1:3:5 '+' (*'(')= 6.12 D 001 #55,5!0.00 ,623,##1.!1
B' (? +.*). 20825 @
' B*+ 1:2:3 6.60 D001.' "06,050.00 5,"#","30.00
P'p'+ M'' 66.00 D 02# 23#,!20.00 15,6"6,120.00
@ T/'+'+ #65.# K D023.' 16,2#0.00 12,5,16.36
5 K +.*). 20830 @
' B*+ 1:2:3 6.5 D001.' "06,050.00 5,!,"06.01
P'p'+ M'' 10#.52 D 02! 3!6,00.00 1,5,2#".##
@ T/'+'+ !"3.6 K D023.' 16,2#0.00 1,536,5"5.0!
6 R+ ' +.*). 20830 @
' B*+ 1:2:3 .1! D001.' "06,050.00 3,#!3,66.!0
P'p'+ M'' 55.6! D 02" 3"6,#50.00 22,0"1,00.00@ T/'+'+ 5""."5 K D023.' 16,2#0.00 ",#61,21".0
16124852.73
M1
M2
M2
M3
M2
M2
M2
M2
M2
M2
M2
M2
M3
M3
M3
M3
M3
M3
M2
M3
M3
M3
M2
M3
M2
M3
M2
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.5 PEKERJAAN DINDING 9 PLASTER
1 P'('+'+ B'/ B'' 1 : 2 20.!! E 00# 122,550.00 2,55!,!.00
3 P*(*)'+ K 1 P@ : 3 P( #6.00 H 003 53,6#0.00 ,0#!,"20.00
P*(*)'+ B' 1 P@ : 3 P( 66.0 H 003 53,6#0.00 3,563,6!!.00
10201452.00
.3 PEKERJAAN LANTAI
1 L'+' U'' K*)' 0 > 0 6!.2 G0. 13#,"!0.00 !",,155.20
2 P'('+'+ D+7+ K*)' M? B'/ '' 12.00 G06". 350,110.00 ,201,320.008345465.20
.6 PEKERJAAN ELEKTRICAL
1 L'p/ L 1! ; 12.00 B P 006 6,""0 563,!!0.00
2 S'') S+* 2.00 B P 002 26,6"0 53,3!0.00
3 I+(''( P*+*)'+'+ 12.00 T P 001 !#,020 1,0,20.00
I+(''( Sp +' !.00 T P 00 #5,!!0 60#,00.00
5 MCB B 1.00 B P 005 !6,!50 !6,!50.00
25580.00
.7 PEKERJAAN INSTALASI AIR
1 G) *( 20.!0 J015.' 510,"0.00 10,62#,552.00
2 P'('+'+ B'/ B'' 1 : 2 2#.0 E 00# 122,550.00 3,313,#52.00
3 R'' B*+ S'/)'+ P') 2.#" D 001 #55,5!0.00 2,105,"52.5!
13046253.57
.8 PEKERJAAN PENGECATAN 9 PELAPIS
1 C' K B*+ #6.00 %002.' 3#,110.00 2,!20,360.00
2 C' B' B*+ 66.0 %002.' 3#,110.00 2,6,10.00
3 C' M+9' 16.#2 M %012.' ,6"0.00 ##,216.!0
301370.70
.10 PEKERJAAN ATAP
1 R'+' A'p B'4' R+'+ #03. J 020 126,500.00 !!,"!5,666.00
2 A'p +@'/ 0,3 #03. L00!.' !3,150.00 5!,"1,36!.60
3 R'/+ 56."# M L01#.' 35,""0.00 2,050,350.30
L(p'+ K'( !3.60 M K 022 16,360.00 1,36#,6"6.00
150785070.80
SUB TOTAL GEDUNG B 465272786.60
I PEMBUATAN KAMAR MANDI BARU
1 G''+ P+7'( M*+*)/( 16.06 M B 001 5!,"60.00 "6,!"#.60
2 G''+ S? 15820 0.66 M B 001 5!,"60.00 3!,"13.60
3 T/+'+ K*' G''+ P+7'( !.!0 M B 011 1",650.00 1#2,"20.00
T/+'+ T'+' U+/ P*++'+ P* ".20 M B013.' 106,3!0.00 "#!,602."2
5 P'() U)/ D';' L'+' !.66 M B 013 120,1!0.00 1,00,51!.
6 P'(.P+7'( B'/ K' ."5 M C 001 !26,000.00 ,0!!,#00.00
# S? B*+ 15820
' B*+ 1:2:3 0.53 D001.' "06,050.00 #!,3".0
P'p'+ M'' !.!0 D 02# 23#,!20.00 2,0"2,!16.00
@ T/'+'+ 1!.52 K D023.' 16,2#0.00 2,16,6#.26
! K P)'( 12812' B*+ 1:2:3 0.! D001.' "06,050.00 30,55."6
P'p'+ M'' #."2 D02!. 10,"0.00 1,112,6!0.!0
@ T/'+'+ 1"6.3! K D023.' 16,2#0.00 3,1"5,1#2.!"
" B' B*+ 12820
' B*+ 1:2:3 0.53 D001.' "06,050.00 #!,3".0
P'p'+ M'' !.!0 D02". 1#,""0.00 1,53","12.00
@ T/'+'+ 155.12 K D023.' 16,2#0.00 2,523,!".26
10 P'(.D+7+ B'' 1:2 65.5 M E 00# 122,550.00 !,020,0#.30
11 P'(*) T)'()'' 1:2 "#.1# M H 002 5",110.00 5,#3,!36."2
12 C' D+7+ "#.1# M %002.' 3#,110.00 3,606,052."2
13 C' M+9' 5.!2 M %012.' ,6"0.00 260,060.05
1 P'(.L'+' K*)' 20 > 20 15.0 M G 06 11,010.00 2,1#1,!36.02
15 P'(.K*)' D+7+ 20 > 25 33.#2 M G06".' 153,020.00 5,15",!3.0
M2
M2
M2
M2
M2
M2
M2
M3
M2
M2
M2
M2
M3
M2
M3
M2
M3
M2
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16 P'(.K(* J+ .00 O 00 506,120.00 2,02,!0.00
1# K)'+ A) B*)( 182F .00 O 01! 3#,!0.00 151,360.00
1! Pp' A) B*)( 182F 2.00 M O 012 25,"20.00 622,0!0.00
1" %) D)'+ .00 O 01" 2,"00.00 1#1,600.00
20 Pp' A) K) P$C 3F .00 M O 016.' 5#,#20.00 230,!!0.00
21 P'(.A'p M*' T9p* Sp'+7*@ 32.!6 M L00!.' !3,150.00 2,#32,30".00
22 R'+' A'p B'4' R+'+ 32.!6 M J 020 126,500.00 ,156,#"0.00
23 R'/+ Sp'+7*@ #.#5 M L01#.' 35,""0.00 2#!,"22.50
2 L(p'+ K'( 15.50 M K 022 16,360.00 253,5!0.00
25 P+/ K'') M'+7 P$C .00 J00!.' 02,360.00 1,60",0.00
26 $*+'( $1 .00
'. L/'( *+'( 1.50 J015.' 510,"0.00 #65,1!3.#
2# S*p@'+ 7'+ R*('p'+ 1.00 U+ E 02" ,!0",260.00 ,!0",260.00
SUB TOTAL KM 3402606.6
FASILITAS UMUM
1 R'' B*+ 1:3:5 U+/ A)*' H'''+ :6.5 @ 5.!0 D 001 #55,5!0.00 1,0,305.""
2 R'' B*+ 1:3:5 U+/ S'/)'+ P/(' 13.56 D 001 #55,5!0.00 10,26,3.!2
3 P*)''+ K'') M'+7J')+'+ A) E>(+ 1.00 L( T'() ",500,000.00 ",500,000.00
D+7+ B'' B')/ 1:2 7''( p'') *>(+ 1#1. E 00# 122,550.00 21,00",35".25
5 P'('+'+ D+7+ 1:2 S'/)'+ P/(' 5.2# E 00# 122,550.00 65,5.3!6 P*(*)'+ 1:2 7+7+ 7''( p'') *>(+ 32.!# H 002 5",110.00 20,26#,05.#0
# C' P'') B')/ 7'+ E>(+ 32.!# %002.' 3#,110.00 12,#23,"05.#0
! D) B*( S'/)'+ P/(' 0.6! J015.' 510,"0.00 36,#!0.0"
" J*''+ B*+ P+/ M'(/ U'' 1.00 L( T'() 2,000,000.00 2,000,000.00
10 S'/)'+ B*+ P') U/ 13.56 D 001 #55,5!0.00 10,26,3.!2
11 P*+'7''+ S//) D'' 1.00 U+ O 020 2,1##,!0.00 2,1##,!0.00
12 M*(+ pp' P*)*+'p'+ ('p p'' 1.00 U+ P 012.' ,#2#,00.00 ,#2#,00.00
SUB TOTAL FASILITAS UMUM 156284510.65
I PEKERJAAN AKHIR
1 P**)('+ L'p'+'+ A) 1,10!.#6 A 01" !,050.00 !,"25,51!.00
2 P3K 1.00 S* T'() 1,500,000.00 1,500,000.003 P**)4''+ P'p'+ P'+ N'' P'(') 1.00 U+ T'() 5,500,000.00 5,500,000.00
SUB TOTAL PEKERJAAN AKHIR 15825517.00
M2
M3
M3
M2
M2
M2
M2
M2
M3
M2
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Analisa SNI Ha
ANALISA HARGA SATUAN PEKERJAAN
KABUPATEN SERDANG BEDAGAI
TAHUN ANGGARAN 2015
NO. KEBUTUHAN INDEKS SAT JUMLAH
1 2 3 4 5 6 7 = ( 4 x 6 )A PEKERJAAN PERSIAPAN
A1 M!"#$%$& %!'*+ 1 '2 S+!
Tenaga kerja
Tukang Batu 0.010 org 100,000.00 1,00
Pekerja 0.020 org 65,000.00 1,30
Peralatan 0.500 lot 2,300.00 1,15
J$'*- ,45
Biaa tak ter!uga !an "euntungan 51
$u%la& 3,'6
D+$*%" ,/6
A2 M!'0"# 1 '1 $*"%
Ba&an"au kla( ))) 0.010 %* 3,000,000.00 30,00
Paku 5 + # 0.03 kg 1',000.00 #2
Tenaga kerja -ngko( Pa(ang 0.155 l( 30,#22.00 4,#6
J$'*- 5,43
-er&ea! / Proit 5,32$u%la& 40,0
D+$*%" 4,3
A5 M!'$ 1 '2 P" N' P&!%
Ba&an
"au kla( ))) 0.065 %* 3,000,000.00 1'5,00
Trile 4 %% 1.000 %* 66,650.00 66,65
Paku 5 + # 0.250 kg 1',000.00 4,#5
at inak 1.000 kg 4#,200.00 4#,20
Penuli(an 0.125 l( 313,600.00 3',20
Tenaga kerja -ngko( Pa(ang 0.125 l( 352,00.00 44,10
J$'*- /6,/
-er&ea! / Proit 5',53
$u%la& 456,43
D+$*%" 456,4
A 17 M!'"#%& 1 '2 R"#% AR!"# %0
$ika ongkaran ti!ak !i akai lagi 7
Tenaga kerja
Pekerja 0.1000 org 65,000.00 6,50
Tukang atu 0.0250 org 100,000.00 2,50
"eala tukang 0.0025 org 115,000.00 2
an!or 0.0050 org 101,000.00 50
J$'*- /,7/
-er&ea! / Proit 1,46
$u%la& 11,26
D+$*%" 11,26
A 1/ M!'!&0+-%" 1 '2 *%0+ %!#+"
Tenaga kerjaPekerja 0.1000 org 65,000.00 6,50
an!or 0.0050 org 101,000.00 50
J$'*- 7,
-er&ea! / Proit 1,05
$u%la& ,05D+$*%" 3,5
B PEKERJAAN TANAH
B1 M!"##*+ 1 ' "- +0 0!*' 1 '!!&
Tenaga kerjaPekerja 0.#50 -H 65,000.00 4,#5
an!or 0.025 -H 101,000.00 2,52
J$'*- 51,27
-er&ea! / Proit #,6'
$u%la& 5,'6
D+$*%" 53,/6
B11 M!"#$&$# %!'*+ 1 ' #*+"
Tenaga kerjaPekerja 0.250 -H 65,000.00 16,25
an!or 0.00 -H 101,000.00 4
J$'*- 17,/
-er&ea! / Proit 2,56
$u%la& 1',65
D+$*%" 1/,65
B12 M!'%" 1 ' "- (!& 2 ')
Tenaga kerjaPekerja 0.500 -H 65,000.00 32,50
an!or 0.050 -H 101,000.00 5,05
J$'*- 7,55
-er&ea! / Proit 5,63
$u%la& 43,1
D+$*%" 4,13
B1 M!"#$&$# 1 ' 0+& $&$#
Ba&an Pa(ir Urug 1.200 %* #0,000.00 4,00
Tenaga kerjaPekerja 0.300 -H 65,000.00 1',50
an!or 0.010 -H 101,000.00 1,01
J$'*- 14,51
-er&ea! / Proit 15,6#
$u%la& 120,1
D+$*%" 12,13
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Analisa SNI
1 2 3 4 5 6 7 = ( 4 x
B1. M!"#$&$# 1 ' "- +'$"
Ba&an Tana& ti%un 1.200 %* 60,000.00 #2
Tenaga kerjaPekerja 0.300 -H 65,000.00 1'
an!or 0.010 -H 101,000.00 1
J$'*- /2
-er&ea! / Proit 13
$u%la& 106
D+$*%" 16
B16 M!'0"# 1 '2 *+0" +8$% !* 1 ' , $"$% +"# &!0"Ba&an )njuk 6.000 kg 5,500.00 33
Tenaga kerjaPekerja 0.150 org 65,000.00 '
an!or 0.015 org 101,000.00 1
J$'*- 44
-er&ea! / Proit 6
$u%la& 50
D+$*%" 5
9 PEKERJAAN PONDASI
91 M!'0"# 1 ' "0+ $ %*+, '$&" 1 P9 : PP
Ba&an
Batu ela& 15 8%9208% 1.200 %* 210,000.00 252
Portlan! e%ent 202.000 kg 1,1#0.00 236
Pa(ir Pa(ang 0.45 %* 5,000.00 41
Tenaga kerja
Pekerja 1.500 -H 65,000.00 '#
Tukang atu 0.#50 -H 100,000.00 #5
"eala tukang 0.0#5 -H 115,000.00
an!or 0.0#5 -H 101,000.00 #
J$'*- 713
-er&ea! / Proit 10#
$u%la& 26
D+$*%" 326
D PEKERJAAN BETON
D1 M!'$ 1 ' *"+ %!&8 1P9 : PS : 5 KR
Ba&an
P 50 kg7 1'#.00 kg 1,1#0.00 231
Pa(ir eton 0.550 %* 5,000.00 46
:lit Pe8a& %e(in 293 0.'30 %* 250,000.00 232
Tenaga kerja
Pekerja 1.650 H- 65,000.00 10#
Tukang atu 0.2#5 H- 100,000.00 2#
"eala tukang 0.02 H- 115,000.00 3
an!or 0.03 H- 101,000.00 J$'*- 657
-er&ea! / Proit '
$u%la& #55
D+$*%" 755
D1. M!'$ 1 ' B!" 1P9 : 2 PS : KR
Ba&an
P 50 kg7 336.000 kg 1,1#0.00 3'3
Pa(ir eton 0.540 %* 5,000.00 45
:lit Pe8a& %e(in 293 0.10 %* 250,000.00 202
Tenaga kerja
Pekerja 1.650 H- 65,000.00 10#
Tukang atu 0.2#5 H- 100,000.00 2#
"eala tukang 0.02 H- 115,000.00 3
an!or 0.03 H- 101,000.00
J$'*- 737
-er&ea! / Proit 11
$u%la& '06D+$*%" /6
D2 P!'!0+" 1 %# !"#" !0+ *0 $ !0+ $*+&
Ba&anBe(i eton olo(9ulir7 10.500 kg 12,050.00 126
"a;at eton 0.150 kg 15,000.00 2
Tenaga kerja
Pekerja 0.0#0 H- 65,000.00 4
Tukang e(i 0.0#0 H- 100,000.00 #
"eala tukang 0.00# H- 115,000.00
an!or 0.004 H- 101,000.00
J$'*- 141
-er&ea! / Proit 21
$u%la& 162
D+$*%" 162
D2. P!'!0+" 1 %# !"#" !0+ *0 $ !0+ $*+&
P!'!0+" 1 %# !"#" !0+ *0 $ !0+ $*+& 0.100 162,#60.00 16
-
8/18/2019 HPS - ENGINEER ESTIMATE-PASAR SIALANG BUAH.xls
9/23
Analisa SNI
1 2 3 4 5 6 7 = ( 4 x
D27 M!'0"# 1 '2 !%+0+"# $"$% 0*;
Ba&an
"au kela( ))) 0.045 %* 3,000,000.00 135
Paku 5+10 8% 0.300 kg 1',000.00 5
inak eki(ting 0.100 ltr 6,'00.00
Tenaga kerja
Pekerja 0.520 H- 65,000.00 33
Tukang kau 0.260 H- 100,000.00 26
"eala tukang 0.026 H- 115,000.00 2
an!or 0.026 H- 101,000.00 2
J$'*- 26-er&ea! / Proit 31
$u%la& 23#
D+$*%" 27
D27. M!'0"# 1 '2 !%+0+"# $"$% 0*; -" 2 x %+
Ba&an untuk 2 akai 0.500 &rg 141,3'0.00 #0
Tenaga kerja teta 1.000 H- 65,416.00 65
J$'*- 16
-er&ea! / Proit 20
$u%la& 156
D+$*%" 156
D23 M!'0"# 1 '2 !%+0+"# $"$% %*'
Ba&an
"au kela( ))) 0.040 %* 3,000,000.00 120
Paku 5+10 8% 0.400 kg 1',000.00 #
inak eki(ting 0.200 ltr 6,'00.00 1
Balok kau kela( ))) 0.015 %* 3,000,000.00 45
Pl;oo! teal ' %% 0.350 lr 140,000.00 4'
2.000 t 15,000.00 30
Tenaga kerja
Pekerja 0.660 H- 65,000.00 42
Tukang kau 0.330 H- 100,000.00 33
"eala tukang 0.033 H- 115,000.00 3
an!or 0.033 H- 101,000.00 3
J$'*- 6
-er&ea! / Proit 50
$u%la& 36
D+$*%" 36
D23. M!'0"# 1 '2 !%+0+"# $"$% %*' -" 2 x %+
Ba&an untuk 2 akai 0.500 &rg 252,'0.00 126
Tenaga kerja teta 1.000 H- 3,02.00 3
J$'*- 2/-er&ea! / Proit 31
$u%la& 240
D+$*%" 24
D23. M!'0"# 1 '2 !%+0+"# $"$% %*' &%+0
Ba&an
"au kela( ))) 0.030 %* 3,000,000.00 '0
Paku 5+10 8% 0.200 kg 1',000.00 3
inak eki(ting 0.100 ltr 6,'00.00
Tenaga kerja
Pekerja 0.220 H- 65,000.00 14
Tukang kau 0.110 H- 100,000.00 11
"eala tukang 0.011 H- 115,000.00 1
an!or 0.011 H- 101,000.00 1
J$'*- 122
-er&ea! / Proit 1
$u%la& 140
D+$*%" 14D2/ M!'0"# 1 '2 !%+0+"# $"$% *%
Ba&an
"au kela( ))) 0.040 %* 3,000,000.00 120
Paku 5+12 8% 0.400 kg 1',000.00 #
inak eki(ting 0.200 ltr 6,'00.00 1
Balok kau kela( ))) 0.01 %* 3,000,000.00 54
Pl;oo! teal ' %% 0.350 lr 140,000.00 4'
2.000 t 15,000.00 30
Tenaga kerja
Pekerja 0.660 H- 65,000.00 42
Tukang kau 0.330 H- 100,000.00 33
"eala tukang 0.033 H- 115,000.00 3
an!or 0.033 H- 101,000.00 3
J$'*- 45
-er&ea! / Proit 51
$u%la& 3'6
D+$*%" /6
D2/. M!'0"# 1 '2 !%+0+"# $"$% *% -" 2 x %+
Ba&an untuk 2 akai 0.500 &rg 261,'0.00 130
Tenaga kerja teta 1.000 H- 3,02.00 3
J$'*- 214
-er&ea! / Proit 32
$u%la& 246
D+$*%" 246
D2/. M!'0"# 1 '2 !%+0+"# $"$% *% &%+0
Ba&an
"au kela( ))) 0.040 %* 3,000,000.00 120
Paku 5+10 8% 0.200 kg 1',000.00 3
inak eki(ting 0.100 ltr 6,'00.00
Tenaga kerja
Pekerja 0.220 H- 65,000.00 14
Tukang kau 0.110 H- 100,000.00 11
"eala tukang 0.011 H- 115,000.00 1an!or 0.011 H- 101,000.00 1
J$'*- 152
-er&ea! / Proit 22
$u%la& 1#4
D+$*%" 174
-
8/18/2019 HPS - ENGINEER ESTIMATE-PASAR SIALANG BUAH.xls
10/23
Analisa SNI
1 2 3 4 5 6 7 = ( 4 x
D M!'0"# 1 '2 !%+0+"# $"$% * *"+
Ba&an
"au kela( ))) 0.040 %* 3,000,000.00 120
Paku 5+12 8% 0.400 kg 1',000.00 #
inak eki(ting 0.200 ltr 6,'00.00 1
Balok kau kela( ))) 0.015 %* 3,000,000.00 45
Pl;oo! teal ' %% 0.350 lr 140,000.00 4'
6.000 t 15,000.00 '0
Tenaga kerja
Pekerja 0.660 H- 65,000.00 42
Tukang kau 0.330 H- 100,000.00 33"eala tukang 0.033 H- 115,000.00 3
an!or 0.033 H- 101,000.00 3
J$'*- /6
-er&ea! / Proit 5'
$u%la& 455
D+$*%" 455
D. M!'0"# 1 '2 !%+0+"# $"$% *"+ -" 2 x %+
Ba&an untuk 2 akai 0.500 &rg 312,'0.00 156
Tenaga kerja teta 1.000 H- 3,02.00 3
J$'*- 2/
-er&ea! / Proit 35
$u%la& 2#5
D+$*%" 275
D. M!'0"# 1 '2 !%+0+"# $"$% '!8 !"
Ba&an
"au kela( ))) 0.020 %* 3,000,000.00 60
Paku 5+10 8% 0.150 kg 1',000.00 2
inak eki(ting 0.100 ltr 6,'00.00
Tenaga kerja
Pekerja 0.220 H- 65,000.00 14
Tukang kau 0.110 H- 100,000.00 11
"eala tukang 0.011 H- 115,000.00 1
an!or 0.011 H- 101,000.00 1
J$'*- /1
-er&ea! / Proit 13
$u%la& 104
D+$*%" 14
D3 M!'$ 1 ' * !" !&$*"# (15 %# !0+ < !%+0+"#)
Ba&an
"au kela( ))) 0.320 %* 3,000,000.00 '60
Paku 5+12 8% 3.200 kg 1',000.00 60
inak eki(ting 1.600 ltr 6,'00.00 11Be(i eton olo( 110.000 kg 12,050.00 1,325
"a;at eton 2.250 kg 15,000.00 33
Portlan! e%ent 336.000 kg 1,1#0.00 3'3
Pa(ir Beton 0.540 %* 5,000.00 45
:lit Pe8a& %e(in 293 0.10 %* 250,000.00 202
Balok kau kela( ))) 0.120 %* 3,000,000.00 360
Pl;oo! teal ' %% 2.00 lr 140,000.00 3'2
32.000 t 15,000.00 40
Tenaga kerja
Pekerja 5.300 H- 65,000.00 344
Tukang atu 0.2#5 H- 100,000.00 2#
Tukang kau 1.300 H- 100,000.00 130
Tukang e(i 1.050 H- 100,000.00 105
"eala tukang 0.265 H- 115,000.00 30
an!or 0.265 H- 101,000.00 26
J$'*- 4,/23-er&ea! / Proit 4'2
$u%la& 5,421
D+$*%" 5,421
> PEKERJAAN DINDING
E7 M!'0"# 1 '2 +"+"# '!&- $%$&" (5 x 11 x 22) ' !* , '$&" 0!0+ 1 P9 : 2 PP
Ba&an
Bata era& #0.000 & #00.00 4'
Portlan! e%ent 1.'50 kg 1,1#0.00 22
Pa(ir Pa(ang 0.03 %* 5,000.00 3
Tenaga kerja
Pekerja 0.300 H- 65,000.00 1'
Tukang atu 0.100 H- 100,000.00 10
"eala tukang 0.010 H- 115,000.00 1
an!or 0.015 H- 101,000.00 1
J$'*- 16
-er&ea! / Proit 15
$u%la& 122
D+$*%" 122
E/ M!'0"# 1 '2 +"+"# '!&- $%$&" (5 x 11 x 22) ' !* , '$&" 0!0+ 1 P9 : 4 PP
Ba&an
Bata era& #0.000 & #00.00 4'
Portlan! e%ent 11.500 kg 1,1#0.00 13
Pa(ir Pa(ang 0.043 %* 5,000.00 3
Tenaga kerja
Pekerja 0.300 H- 65,000.00 1'
Tukang atu 0.100 H- 100,000.00 10
"eala tukang 0.010 H- 115,000.00 1
an!or 0.015 H- 101,000.00 1
J$'*- /3
-er&ea! / Proit 14
$u%la& 113
D+$*%" 11
-
8/18/2019 HPS - ENGINEER ESTIMATE-PASAR SIALANG BUAH.xls
11/23
Analisa SNI
1 2 3 4 5 6 7 = ( 4 x
E2/ M!'$ 1 UNIT S!+"% 1,5 > 1 > 1,5 M < &!'!0"" ( &$'- %0+0 %!+*)
:at. Pekerjaan
Galian tana&??????.. B0017 2.2500 %* 51,2#5.00 115
Pa(ir urug ???. B0137 0.10#1 %* #0,000.00 #
@antai kerja???.. 00#/H002 #.5000 % 15#,'6.5 1,14
Plat eton enutu C alok?.
-
8/18/2019 HPS - ENGINEER ESTIMATE-PASAR SIALANG BUAH.xls
12/23
Analisa SNI
1 2 3 4 5 6 7 = ( 4 x
G6/. M!'0"# 1 '2 +"+"# %!&'+% . *' (4 x 4) '
Ba&an
"era%ik 20.000 %2 11,520.00 230
Portlan! e%ent '.300 kg 1,1#0.00 10
Pa(ir Pa(ang 0.01 %* 5,000.00 1
:e%en Farna 1.0# kg 4,661.00 5
Tenaga kerja
Pekerja 0.450 H- 65,000.00 2'
Tukang atu 0.225 H- 100,000.00 22
"eala tukang 0.023 H- 115,000.00 2
an!or 0.023 H- 101,000.00 2J$'*- 4
-er&ea! / Proit 45
$u%la& 350
D+$*%" 5
H PEKERJAAN PLESTERAN
H2 M!'$ 1 '2 *!0!&" 1 P9 : 2 PP, !* 15 ''
Ba&anPortlan! e%ent 10.224 kg 1,1#0.00 11
Pa(ir Pa(ang 0.020 %3 5,000.00 1
Tenaga kerja
Pekerja 0.300 H- 65,000.00 1'
Tukang atu 0.150 H- 100,000.00 15
"eala tukang 0.015 H- 115,000.00 1
an!or 0.015 H- 101,000.00 1
J$'*- 51
-er&ea! / Proit #
$u%la& 5'
D+$*%" 5/
H M!'$ 1 '2 *!0!&" 1 P9 : PP, !* 15 ''
Ba&anPortlan! e%ent #.##5 kg 1,1#0.00 '
Pa(ir Pa(ang 0.023 %3 5,000.00 1
Tenaga kerja
Pekerja 0.300 H- 65,000.00 1'
Tukang atu 0.150 H- 100,000.00 15
"eala tukang 0.015 H- 115,000.00 1
an!or 0.015 H- 101,000.00 1
J$'*- 43
-er&ea! / Proit 4
$u%la& 53
D+$*%" 5
H4 M!'$ 1 '2 *!0!&" 1 P9 : 4 PP, !* 15 ''
Ba&an Portlan! e%ent 6.240 kg 1,1#0.00 #Pa(ir Pa(ang 0.024 %3 5,000.00 2
Tenaga kerja
Pekerja 0.300 H- 65,000.00 1'
Tukang atu 0.150 H- 100,000.00 15
"eala tukang 0.015 H- 115,000.00 1
an!or 0.015 H- 101,000.00 1
J$'*- 47
-er&ea! / Proit #
$u%la& 54
D+$*%" 54
H27 M!'$ 1 '2 +"
Ba&an Portlan! e%ent 3.250 %3 1,1#0.00 3
Tenaga kerja
Pekerja 0.200 H- 65,000.00 13
Tukang atu 0.100 H- 100,000.00 10
"eala tukang 0.010 H- 115,000.00 1
an!or 0.010 H- 101,000.00 1J$'*- 23
-er&ea! / Proit 4
$u%la& 33
D+$*%"
I PEKERJAAN KA@U
J PEKERJAAN BESI DAN ALUMINIUM
J5 M!"#!&8%" 1 ' !"#!*0" !"#" *0 *+0&+%
Ba&an
"a;at la( li(trik 0.400 kg 1,400.00 #
:olar 0.300 ltr 6,'00.00 2
inak elu%a( 0.040 ltr #6,300.00 3
Tenaga kerja
Pekerja 0.040 H- 65,000.00 2
Tukang la( kon(truk(i 0.002 H- 100,000.00
"eala tukang 0.002 H- 115,000.00
an!or 0.1#0 H- 101,000.00 1#
J$'*- 2
-er&ea! / Proit 4
$u%la& 3#
D+$*%" 7
J3. M!'0"# 1 $"+ +"$ P9< !00&+!0
Ba&an Pintu PD / a88e((orie( 1.000 unit 250,000.00 250
Tenaga kerja
Pekerja 0.440 H- 65,000.00 2
Tukang 0.440 H- 100,000.00 44
"eala tukang 0.044 H- 115,000.00 5
an!or 0.220 H- 101,000.00 22
J$'*- 4/
-er&ea! / Proit 52
$u%la& 402
D+$*%" 42
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8/18/2019 HPS - ENGINEER ESTIMATE-PASAR SIALANG BUAH.xls
13/23
Analisa SNI
1 2 3 4 5 6 7 = ( 4 x
J15. M!'0"# 1 '2 &+** !0+
Ba&an
Be(i Proil 6.'60 kg 10,300.00 #1
12.330 kg 12,050.00 14
Pengela(an ??.. $005 9 107 50.000 8% 3,26.20 163
Tenaga kerja
Pekerja 0.334 H- 65,000.00 21
Tukang la( 0.334 H- 100,000.00 33
"eala tukang 0.033 H- 115,000.00 3
an!or 0.01# H- 101,000.00 1
J$'*- 444-er&ea! / Proit 66
$u%la& 510
D+$*%" 51
J13 M!'0"# 1 ' *"# & 8$&+ 0!"# 8*0 23 *!& 3 '
Ba&an
:eng lat 1.050 % 25,000.00 26
Paku 1 8% 3 8% 0.015 kg 1',000.00
Paan kau kela( )) atau ))) 0.005 %3 3,000,000.00 15
Tenaga kerja
Pekerja 0.100 H- 65,000.00 6
Tukang 0.050 H- 100,000.00 5
"eala tukang 0.125 H- 115,000.00 14
an!or 0.005 H- 101,000.00
J$'*- 67
-er&ea! / Proit 10
$u%la& #
D+$*%" 73
J2 M!'0"# 1 M2 8 &+"#" !""# %$&"# &+ 3'< &"#% " &!"#
Ba&an !an Ua& 1.000 %2 110,000.00 110
J$'*- 11
-er&ea! / Proit 16
$u%la& 126
D+$*%" 126
K PEKERJAAN LANGITCLANGIT
K22 M!'0"# 1 '1 *+0*"% K*0+ $%. 6 '' x 2 '
Ba&an"al(i 6 %% 0.0#60 lr '0,000.00 6
Paku eragai ukuran 1 + 3 8%7 0.0500 kg 1',000.00
Tenaga kerja
Pekerja 0.0220 H- 65,000.00 1
Tukang kau 0.0440 H- 100,000.00 4
"eala tukang 0.0044 H- 115,000.00
an!or 0.0010 H- 101,000.00 J$'*- 14
-er&ea! / Proit 2
$u%la& 16
D+$*%" 16
L PEKERJAAN PENUTUP ATAP
L3. M!'0"# 1 '2 !"$$ +"*$'!
Ba&an Ata Iin8alu%e 1.100 %2 50,000.00 55
Tenaga kerja
Pekerja 0.1400 org 65,000.00 '
Tukang kau 0.06#0 org 100,000.00 6
"eala tukang 0.00#0 org 115,000.00
an!or 0.00#0 org 101,000.00
J$'*- 72
-er&ea! / Proit 10
$u%la& 3
D+$*%" 3L17. M!'0"# 1 ' $$"#" +"*$'!
Ba&an Buungan Iin8alu%e 0.2500 % 56,000.00 14
Paku (ekru 3,5E9"ait 2.0000 & 00.00 1
Tenaga kerja
Pekerja 0.0#50 org 65,000.00 4
Tukang kau 0.1000 org 100,000.00 10
"eala tukang 0.0050 org 115,000.00
an!or 0.0025 org 101,000.00
J$'*- 1
-er&ea! / Proit 4
$u%la& 35
D+$*%" 5
O 4 M!'0"# 1 $- 9*0! J"#%% S"& P$+- P0*+"
Ba&an lo(et $ongkok 1.0000 unit 1'1,#00.00 1'1
Tenaga kerja
Pekerja 1.0000 org 65,000.00 65
Tukang atu 1.5000 org 100,000.00 150
"eala tukang 0.1500 org 115,000.00 1#
an!or 0.1600 org 101,000.00 16
J$'*- 44
-er&ea! / Proit 66
$u%la& 506
D+$*%" 56
O 12 M!'0"# 1 ' + P9 +! AF 12
Ba&an PD tie AF J 192E 1.0500 % 5,450.00 5
Perlengkaan !ari &arga ia7 10.0000 K 5,450.00
Tenaga kerja
Pekerja 0.0540 -& 65,000.00 3
Tukang atu 0.0'00 -& 100,000.00 '
"eala tukang 0.00'0 -& 115,000.00 1
an!or 0.02#0 -& 101,000.00 2
J$'*- 22-er&ea! / Proit 3
$u%la& 25
D+$*%" 25
Be(i Beton 10 %%
-
8/18/2019 HPS - ENGINEER ESTIMATE-PASAR SIALANG BUAH.xls
14/23
Analisa SNI
1 2 3 4 5 6 7 = ( 4 x
O 16. M!'0"# 1 ' P9 +! AF
Ba&anPD tie AF J 3E 1.0500 % 2',500.00 30
Perlengkaan !ari &arga ia7 10.0000 K 2',500.00 2
Tenaga kerja
Pekerja 0.0540 -& 65,000.00 3
Tukang atu 0.0'00 -& 100,000.00 '
"eala tukang 0.00'0 -& 115,000.00 1
an!or 0.02#0 -& 101,000.00 2
J$'*- 5
-er&ea! / Proit #$u%la& 5#
D+$*%" 57
O 13 M!'0"# 1 - %&" +& 12
Ba&an"ran air J 192E 1.0000 & 20,600.00 20
:ealtae 0.0250 & 1,500.00
Tenaga kerja
Pekerja 0.0100 -& 65,000.00
Tukang atu 0.1000 -& 100,000.00 10
"eala tukang 0.0100 -& 115,000.00 1
an!or 0.0050 -& 101,000.00
J$'*- 2
-er&ea! / Proit 4
$u%la& 3#
D+$*%" 7
O 1/ M!'0"# 1 - ;*& &+" 0+"*!00
Ba&an Lloor !rain 1.0000 & 25,000.00 25
Tenaga kerja
Pekerja 0.0100 -& 65,000.00
Tukang atu 0.1000 -& 100,000.00 10
"eala tukang 0.0100 -& 115,000.00 1
an!or 0.0050 -& 101,000.00
J$'*- 7
-er&ea! / Proit 5
$u%la& 42
D+$*%" 42
O 2 M!'$ 1 $"+ S$'$& D*' 'x 4 ', + -+0 +.2
Ba&an
:e;a e(in Bor / Perlengkaan 80.000 $a% 1#0,000.00 13,600
:e;a e(in Po%a 80.000 $a% 30,000.00 2,400
Geoli(trik 1.000 Paket 500,000.00 500
Pia Hi(a PD 2E 40.000 % 15,560.33 622
Pia a(&ing PD 3E 30.000 % 2',500.00 5
Perlengkaan !an ini(&ing 20.00% @( 1,50#,413.33 301
Uji te(t laoratoriu% air laak akai 1.000 Paket 400,000.00 400
Tenaga kerja
Pekerja 7.500 -& 65,000.00 4#
Tukang Bor 10.000 -& 100,000.00 1,000
"eala tukang 5.000 -& 115,000.00 5#5
an!or 2.500 -& 101,000.00 252
J$'*- 21,2
-er&ea! / Proit 3,153,
$u%la& 24,1##
D+$*%" 24,177
P PEKERJAAN ELEKTRIKAL
P 1 M!'0"# 1 T++% I"0*0+ P!"!&"#"
Ba&an
"ael NM 32,5 %%2 6.000 % #,600.00 45Pia kon!uit uPD 20 %% 6.000 % 1,500.00 '
Litting, kotak (a%ung, kle% C alat antu lainna 0.0100 @( 54,600.00
Tenaga kerja
Pekerja 0.1100 -& 65,000.00 #
Tukang @i(trik 0.1100 -& 100,000.00 11
"eala tukang 0.0110 -& 115,000.00 1
an!or 0.0110 -& 101,000.00 1
J$'*- 75
-er&ea! / Proit 11
$u%la& #
D+$*%" 37
P 2 M!'0"# 1 B- S%*& T$"##*, 1 A, 25 A9
Ba&an:aklar tunggal, 10 A, 250 DA 1.000 & 1,200.00 1"otak (a%ung C alat antu lainna 0.050 (et 1,200.00
Tenaga kerja
Pekerja 0.0220 -& 65,000.00 1
Tukang @i(trik 0.0220 -& 100,000.00 2
"eala tukang 0.0022 -& 115,000.00
an!or 0.0022 -& 101,000.00 J$'*- 2
-er&ea! / Proit 3
$u%la& 26
D+$*%" 26
P M!'0"# 1 B- S%*& G", 1 A, 25 A9
Ba&an:aklar gan!a, 10 A, 250 DA 1.000 & 21,00.00 21"otak (a%ung C alat antu lainna 0.050 (et 21,00.00 1
Tenaga kerja
Pekerja 0.0220 -& 65,000.00 1
Tukang atu 0.0220 -& 100,000.00 2
"eala tukang 0.0022 -& 115,000.00
an!or 0.0022 -& 101,000.00
J$'*- 26
-er&ea! / Proit 4
$u%la& 31
D+$*%" 1
-
8/18/2019 HPS - ENGINEER ESTIMATE-PASAR SIALANG BUAH.xls
15/23
Analisa SNI
1 2 3 4 5 6 7 = ( 4 x
P M!'0"# 1 B- S%*& T&+*!, 1 A, 25 A9
Ba&an:aklar trile, 10 A, 250 DA 1.000 & 23,000.00 23"otak (a%ung C alat antu lainna 0.050 (et 23,000.00 1
Tenaga kerja
Pekerja 0.0220 -& 65,000.00 1
Tukang atu 0.0220 -& 100,000.00 2
"eala tukang 0.0022 -& 115,000.00
an!or 0.0022 -& 101,000.00
J$'*- 23
-er&ea! / Proit 4$u%la& 32
D+$*%" 2
P 4 M!'0"# 1 B- S K"%, 1 P-0!, 1 A, 25 A9
Ba&an
:to "ontak, 1 P&a(e, 10 A, 250 DA 1.000 & 16,000.00 16"ael NM 32,5 %%2 3.000 % #,600.00 22Pia kon!uit uPD 20 %% 3.000 % 1,500.00 4Litting, kotak (a%ung, kle% C alat antu lainna 0.050 (et 43,300.00 2
Tenaga kerja
Pekerja 0.1100 -& 65,000.00 #
Tukang atu 0.1100 -& 100,000.00 11
"eala tukang 0.0110 -& 115,000.00 1
an!or 0.0110 -& 101,000.00 1
J$'*- 65
-er&ea! / Proit '
$u%la& #5
D+$*%" 75P 5 M!'0"# M9B Bx 2 #&$
Ba&anB Bo 2 grou 1.000 & 50,000.00 50"otak (a%ung C alat antu lainna 0.100 (et 50,000.00 5
Tenaga kerja
Pekerja 0.1100 -& 65,000.00 #
Tukang atu 0.1100 -& 100,000.00 11
"eala tukang 0.0110 -& 115,000.00 1
an!or 0.0110 -& 101,000.00 1
J$'*- 75
-er&ea! / Proit 11
$u%la& 6
D+$*%" 36
P 6 M!'0"# 1 B- L'$ SL 13 F
Ba&an@a%u Pijar 1 ; 1.000 & 30,000.00 30"otak (a%ung C alat antu lainna 0.020 l( 30,000.00
Tenaga kerja
Pekerja 0.0550 -& 65,000.00 3
Tukang atu 0.0550 -& 100,000.00 5
"eala tukang 0.0055 -& 115,000.00
an!or 0.0055 -& 101,000.00
J$'*- 4
-er&ea! / Proit 6
$u%la& 46
D+$*%" 46
P 12. M!'0"# 1 U"+ M!0+" P' 25
Ba&ane(in Po%a 1.000 & 4,000,000.00 4,000Perlengkaan C alat antu lainna 0.020 (et 4,000,000.00 0
Tenaga kerja
Pekerja 0.1650 -& 65,000.00 10
Tukang atu 0.1650 -& 100,000.00 16
"eala tukang 0.0165 -& 115,000.00 1
an!or 0.0165 -& 101,000.00 1J$'*- 4,11
-er&ea! / Proit 616
$u%la& 4,#2#
D+$*%" 4,727
P'(') B*+*, J/ 2015
D/' O*
P*4'' P*/' K*+
D+'( P*)+7/()'+ P*)7''+'+ 7'+ P'(')
ASJMIR FAIAL /ALLAD ST. MM
NIP. 1"5!011 1"!012 1 003
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Harsat Upah Hal 1
DA?TAR UPAH PEKERJA BANGUNAN
KABUPATEN SERDANG BEDAGAI
TAHUN ANGGARAN 2015
NO JENIS PEKERJA BANGUNAN HARGA UPAH SATUAN FAKTU
R.
1 P>">R$A 65,000.00 1 -H
2 TU"ANG BATU9GA@) 100,000.00 1 -H
3 ">PA@A TU"ANG BATU 115,000.00 1 -H
4 TU"ANG "AMU 100,000.00 1 -H
5 ">PA@A TU"ANG "AMU 115,000.00 1 -H
6 TU"ANG AT 9 P>@)TUR 100,000.00 1 -H
# ">PA@A TU"ANG AT 9 P>@)TUR 115,000.00 1 -H
TU"ANG B>:) B>T-N 100,000.00 1 -H
' ">PA@A TU"ANG B>:) B>T-N 115,000.00 1 -H10 TU"ANG B>:) PR-L)@ 100,000.00 1 -H
11 ">PA@A TU"ANG B>:) PR-L)@ 115,000.00 1 -H
12 AN
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Harsat Bahan Hal 2
DA?TAR HARGA BAHAN BANGUNAN
KABUPATEN SERDANG BEDAGAI
TAHUN ANGGARAN 2015
NO JENIS BAHAN BANGUNAN SATUAN HARGA SATUAN
R.
1 2 3 4
A AGREGAT KASAR, BAHAN PEREKAT BAHAN JADIN@A
1 Bata era& e(in & #00.00
2 Bata era& Bia(a & 636.00
3 Batu "ali %* 210,000.00
4 Batu Pe8a& e(in 293 %* 250,000.00
5 Batu Pe8a& e(in 395 %* 220,000.00
6 Pa(ir Beton %* 5,000.00
# Pa(ir Pa(ang "ali %* 5,000.00
Pa(ir Urug %* #0,000.00
' :e%en P 9 50 kg ak 5,500.00
10 :e%en Puti& kg 4,661.00
11 :e%en Farna kg 4,661.00
12 Tana& Urug %* 60,000.00
13 Air lt 100.00
B BAHAN ?INISHING LABURAN, PENGISI DAN ALATN@A
1 A%ela( lr 3,000.00
2 at Be(i C "au :etara atla8 kg 55,000.00
3 at "au :ei kg 4#,200.00
4 at !a(ar untuk te%ok :etara atla8 lt 22,000.00
5 at elai( untuk te%ok :etara atla8 lt 23,000.00
6
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Harsat Bahan Hal 3
1 2 3 4
I BAHAN PAKU DAN MUR BAUT
1 Paku 1 8% (9! 3 8% kg 1',000.00
2 Paku 5 8% (9! # 8% kg 1',000.00
3 Paku 8% (9! 12 8% kg 1',000.00
4 Paku "ait @engka & 00.00
J BAHAN PERPIPAAN 1.
1 Pia G)P e!iu% A = 1 192E 6 %1 7 t 4'#,000.002 Pia PD = 2E AF7 t '3,362.00
3 Pia PD = 192E AF7 t 32,#00.00
4 Pia PD = 3E AF7 t 1##,000.00
5 Pia PD = 4E AF7 t 355,450.00
K BAHAN SANITAIR
1 :aringan Air @t " :tainle(( :teel & 25,000.00
2 "ran Air & 20,600.00
3 lo(et $ongkok :tan!ar! Puti& Po(lin unit 1'1,#00.00
4 :ealtie & 1,500.00
L BAHAN PENUTUP ATAP
1 Ata Iin8alu%e Farna % 50,000.00
2 Nok Ata( Iin8alu%e lr 56,000.00
M BAHAN MEKANIKAL
1 :e;a e(in Bor / Perlengkaan ja% 1#0,000.00
2 :e;a e(in Po%a ja% 30,000.00
N BAHAN ELEKTRIKAL 1.5
1 "ael NM 3 2.5 Pri%a 1 rol 50 %7 % #,600.00
2 Pia kon!uit uPD 20 %% tg 6,000.00
3 :kring "a( 2 gro Bia(a unt 50,000.00
4 :aklar Broko Tunggal :tan!ar! & 1,200.00
5 :aklar Broko :eri :tan!ar! & 21,00.00
6 :aklar Broko Trile :tan!ar! & 23,000.00
# :to "ontak Broko :tan!ar! & 16,000.00
@a%u :@ 1 F / itting & 30,000.00
O BAHAN PENGHISAP AIR SUMUR DALAM
1 e(in Po%a Air $et Po;er7 unit 1,6,500.00
2 Po%a Iet u% 500 F + Total Hea! 100 %, inlet 1.5E, ka. 100 ltr9%enit unit 4,000,000.00
P BIA@A UALIT@ 9ONTROL, IINCIIN, PENGUKURAN
BIASA DAN BIA@A PEN@AMBUNGAN
1 Geoli(trik Paket 500,000.00
2 Uji te(t laoratoriu% air laak akai Paket 400,000.00
BAHAN BAKAR DAN PELUMAS
1 inak :olar lt 6,'00.00
2 inak Pelu%a( -li lt #6,300.00
P'(') B*+*, J/ 2015D/' O*
P*4'' P*/' K*+
D+'( P*)+7/()'+ P*)7''+'+ 7'+ P'(')
ASJMIR FAIAL /ALLAD ST. MM
NIP. 1"5!011 1"!012 1 003
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Harsat Bahan Hal 4
1 2 3 4
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Harsat Pekerjaan SNI Hal 67
HARGA SATUAN PEKERJAAN
KABUPATEN SERDANG BEDAGAI
TAHUN ANGGARAN 2015
NO URAIAN JUMLAH (R-)
1 2
A PEKERJAAN PERSIAPAN
A 002 M*'('+ 1 1 /p'+ 0,!00.00
A 00 M*/' 1 2 K'+) D)*( 5!1,10.00
A 005 M*/' 1 2 P'p'+ N'' P)9* 56,30.00
A 00! M*+') 1 2 D+7+ '' J' +')'+ 7' 7 p'' ' = !,520.00
A 01# M*+') 1 2 R'+' A'p8R*+ '( J' +')'+ 7' 7 p'' ' = 11,260.00
A 01" M**)('+ 1 2 '( *''+ !,050.00
B PEKERJAAN TANAH
B 001 M*+' 1 3 '+' '(' (*7'' 1 **) 5!,"60.00
B 011 M*+/)/ *' 1 3 ''+ 1",650.00
B 012 M*'7''+ 1 3 '+' p*) 20 @= 3,1!0.00
B 013 M*+/)/ 1 3 p'() /)/ 120,1!0.00
B013.' M*+/)/ 1 3 '+' /+ 106,3!0.00
C PEKERJAAN PONDASI
C 001 M*'('+ 1 3 p+7'( '/ ', @'p/)'+ 1 PC : 3 PP !26,000.00
D PEKERJAAN BETON
D 001 M*/' 1 3 '+' *)4' 1PC : 3 PS : 5 KR #55,5!0.00
D001.' M*/' 1 3 B*+ 1PC : 2 PS : 3 KR "06,050.00
D 023 P**('+ 10 7*+'+ *( p( ''/ *( /) 162,#60.00
D023.' P**('+ 1 7*+'+ *( p( ''/ *( /) 16,2#0.00
D 026 M*'('+ 1 2 *(+ /+/ p+7'( 220,5#0.00
D026.' M*'('+ 1 2 *(+ /+/ p+7'( ''+ 2 > p'' 1#,"00.00
D 02# M*'('+ 1 2 *(+ /+/ (? 23#,!20.00
D02#.' M*'('+ 1 2 *(+ /+/ (? ''+ 2 > p'' 156,520.00
D 02! M*'('+ 1 2 *(+ /+/ 3!6,00.00
D02!.' M*'('+ 1 2 *(+ /+/ ''+ 2 > p'' 20,"0.00D02!. M*'('+ 1 2 *(+ /+/ p)'( 10,"0.00
D 02" M*'('+ 1 2 *(+ /+/ ' 3"6,#50.00
D02".' M*'('+ 1 2 *(+ /+/ ' ''+ 2 > p'' 26,120.00
D02". M*'('+ 1 2 *(+ /+/ ' p)'( 1#,""0.00
D 030 M*'('+ 1 2 *(+ /+/ p' '+' 55,00.00
D030.' M*'('+ 1 2 *(+ /+/ '+' ''+ 2 > p'' 2#5,0.00
D030. M*'('+ 1 2 *(+ /+/ *4' *+ 10,!"0.00
E PEKERJAAN DINDING
E 00# M*'('+ 1 2 7+7+ '' *)' //)'+ 5 > 11 > 22= @ *' '', @'p/)'+ (p*( 1 PC : 2 PP 122,550.00
E 00" M*'('+ 1 2 7+7+ '' *)' //)'+ 5 > 11 > 22= @ *' '', @'p/)'+ (p*( 1 PC : PP 113,010.00
E 02" M*/' 1 UNIT S*p@'+ 1,5 1 1,5 M )**('++9' )/' 'p'('( *@= ,!0",260.00
F PEKERJAAN PENGECATAN%002.' M*+*@' 1 2 P'?+7 7'+ D+7+ 1 @' 7'(') 1 p') 2 @' p*+//p= 3#,110.00
%012.' M*+*@' 1 2 K'9/ 7'+ B*( 1 ?)' 3 @' +9'= ,6"0.00
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Harsat Pekerjaan SNI Hal 68
NO URAIAN JUMLAH (R-)
1 2 G PEKERJAAN PENUTUP LANTAI DAN DINDING
G0. M*'('+ 1 2 '+' *)' //)'+ 0 > 0= @ DN *)@)' 13#,"!0.00
G 06 M*'('+ 1 2 '+' *)' KM //)'+ 20 > 20= @ DN *)@)' 11,010.00
G06".' M*'('+ 1 2 7+7+ *)' //)'+ 20 > 25= @, DN *)@)' 153,020.00
G06". M*'('+ 1 2 7+7+ *)' . '' 0 > 0= @ 350,110.00
H PEKERJAAN PLESTERAN (SNI 276&2007)
H 002 M*/' 1 2 p*(*)'+ 1 PC : 2 PP, *' 15 5",110.00
H 003 M*/' 1 2 p*(*)'+ 1 PC : 3 PP, *' 15 53,6#0.00
H 00 M*/' 1 2 p*(*)'+ 1 PC : PP, *' 15 5,10.00
H 02# M*/' 1 2 '@'+ 33,300.00
I PEKERJAAN KAYU (SNI 44&2007)
J PEKERJAAN BESI DAN ALUMINIUM (SNI 68&2007)
J 005 M*+*)4''+ 10 @ p*+*'('+ 7*+'+ '( () 3#,5!0.00
J00!.' M*'('+ 1 /+ p+/ P$C '@@*(()*( 02,360.00
J015.' M*'('+ 1 2 7) *( 510,"0.00
J 01! M*'('+ 1 ''+ 7'')8 4/)' (*+ 4( 2! *') "0 @ 1","20.00
J01!' M*'('+ 1 ''+ 7'')8 4/)' (*+ 4( 2! *') !0 @ #!,100.00
J 020 M*'('+ 1 M2 ''p '4' )+'+ *+'+ /)'+ 7') ! )'+' 7'+ )*+ 126,500.00
K PEKERJAAN LANGITLANGIT
K 022 M*'('+ 1 1 (p'+ K'( /. 6 > 20 @ 16,360.00
L PEKERJAAN PENUTUP ATAP
L00!.' M*'('+ 1 2 p*+//p ''p +@'/* !3,150.00
L01#.' M*'('+ 1 //+'+ +@'/* 35,""0.00
M PEKERJAAN PAGAR
O PEKERJAAN SANITARI
O 00 M*'('+ 1 /' C(* J+ S'+7')7 P/ P(+ 506,120.00
O 012 M*'('+ 1 pp' P$C p* A 182F 25,"20.00
O 016.' M*'('+ 1 P$C p* A 3F 5#,#20.00
O 01! M*'('+ 1 )'+ ') 182F 3#,!0.00
O 01" M*'('+ 1 ?) 7)'+ ('+*(( 2,"00.00
O 020 M*/' 1 /+ S//) D'' '> 0 , pp' ('p 7'.2F 2,1##,!0.00
P PEKERJAAN ELEKTRIKAL
P 001 M*'('+ 1 T I+(''( P*+*)'+'+ !#,020.00
P 002 M*'('+ 1 B S'') T/+', 10 A, 250 $AC 26,6"0.00
P 003 M*'('+ 1 B S'') G'+7', 10 A, 250 $AC 31,00.00
P 003' M*'('+ 1 B S'') T)p*, 10 A, 250 $AC 32,"0.00
P 00 M*'('+ 1 B Sp K+', 1 P'(*, 10 A, 250 $AC #5,!!0.00
P 005 M*'('+ MCB B> 2 )/p !6,!50.00
P 006 M*'('+ 1 B L'p/ SL 1! ' 6,""0.00
P 012.' M*'('+ 1 U+ M*(+ Pp' 250 ; ,#2#,00.00
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Contoh Perhitungan Besi Hal. 75
9ONTOH PERHITUNGAN BERAT BESI BETON DALAM 1 M
BESI BETON POLOS BESI BETON SPIRAL
N D+'!!& B!& B!0+ N D+'!!& B!& B!0+ N. D+'!!& B!& B!0+
'' K# '1 '' K# '1 '' K# '1
1 4.0 0.13 11 12 0.' 1 10.00 0.62
2 5.0 0.12 12 13 1.04 2 13.00 1.04
3 5.5 0.1' 13 14 1.21 3 16.00 1.5
4 5.# 0.20 14 16 1.5 4 1'.00 2.23
5 6.0 0.22 15 1' 2.23 5 22.00 2.'
6 6.5 0.31 16 22 2.' 6 25.00 3.5
# .0 0.40 1# 23 3.26 # 2'.00 5.1'
'.0 0.53 1 25 3.5 32.00 6.31
' 10.0 0.62 1' 2 4.3 ' 36.00 #.''
10 11.0 0.#5 20 31 5.'3
21 32 6.31
MENGHITUNG BERAT BESI BETON DALAM 1 M
1. K*' P&%+0 12 > 12 ' %+ $*"#" 4 "# +. 12 !$#!* +. 3 8&% 2 '
Panjang 1 %3 ukuran 12 12 8% 1 0.12 0.12 7 6'.44 %1
Be(i 4 atang !ia. 12 4 6',44 0,' kg 24#.22 kg A7
Be(i eugel !ia. jarak 20 %% 6',44 0,20 7 4 0,12 7 0, 40 kg 66.6# kg B 7
BERAT BESI BETON UNTUK UKURAN 12 x 12 9M1 DALAM 1 M = 1.3/ %#' ( A < B )
2. K*' &%+0 15 > 15 ' %+ $*"#" 4 "# +. 12 !$#!* +. 3 8&% 2 '
Panjang 1 %3 ukuran 15 15 8% 1 0.15 0.15 7 44.44 %1
Be(i 4 atang !ia. 12 4 44,44 0,' kg 15.22 kg A7
Be(i eugel !ia. jarak 20 %% 44,44 0,20 7 4 0,15 7 0, 40 kg #1.11 kg B 7
BERAT BESI BETON UNTUK UKURAN 15 x 15 9M1 DALAM 1 M = 22/. %#' ( A < B )
. S*; &%+0 15 > 2 ' %+ $*"#" 4 "# +. 12 !$#!* +. 3 8&% 15 '
V 1 0.15 0.20 7 33.33 %1
Be(i 4 atang !ia. 12 4 33,33 0,' kg 11.6# kg A7
Be(i eugel !ia. jarak 15 %% 33,33 0,15 7 2 0,15 7 / 2 0,2 7 0, 40 kg 62.22 kg B 7
BERAT BESI BETON UNTUK 15 x 2 9M1 DALAM 1 M 13.3/ %#' ( A < B )
4. K*' B!" 2 > ' %+ $*"#" 4 "# +. 12 < 2 "# +. 1 !$#!* +. 3 8&% 15 '
Panjang 1 %3 ukuran 20 30 8% 1 0.20 0.30 7 16.6# %1
Be(i 4 atang !ia. 12 4 16,6# 0,' kg 5'.33 kg A7
Be(i 2 atang !ia. 10 2 16.6# 0.62 kg #3.5# kg B7
Be(i eugel !ia. jarak 15 %% 16,6# 0.15 7 2 0.2 7 / 2 O 0,3 77 O 0,40 kg 44.44 kg 7
BERAT BESI BETON UNTUK UKURAN 2 x 9M DALAM 1 M 177.5 %#' ( A < B < 9 )