Laporan Mingguan Sialang Buah.xls

8/18/2019 Laporan Mingguan Sialang Buah.xls

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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

ENGINEERING ESTIMATE ( EE )

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 6,!!2,211.05

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 1,1!0,!0,2".!"B PPN 10 & Rp 11!,0!0,2".#

C TOTAL JUMLAH Rp 1,2#!,!!,"02.36

D DIBULATKAN Rp 1,2#!,!!,000.00

Ter!"#$% & S#' M!"#r T!%# R#'* D# P"+ L!,# J'# De"#-#$ R#'* D# P"+ T!%# R! R-!#+

M'()*, J+ 2015

Dp'/) O' D+) O'

P'4)) P'+) K'* K*+)* P''*7)*)

D*) P'*(+)* P'()8)*8)* ()* P)) C$. N+)*)) C*+)*

ASJMIR FAIAL /ALLAD ST. MM SUPRIANTO

NIP. 1#5!011 1#!012 1 003 9)/ D'/+

M'*8')+ D/')+ O'

K'p)) D*)

P'*(+)* P'()8)*8)* ()* P))

K)+p)'* S'()*8 B'()8)

Dr*. H. RIFAI BAKRI TANJUNG M.AP

NIP. 1#6050 1#!602 1 002


3/43




TAHUN ANGGARAN : 2015NILAI PEKERJAAN : -

NO URAIAN PEKERJAANOLUME

ANALISAHARGA TOTAL B' Pe3er 4##$

$ U* S* SATUAN (R-) HARGA (R-)

I PEKERJAAN PENDAHULUAN

1 P)p)* P;'/ 1.00 L A 005 56,30.00 56,30.00 0.0

2 D/+'* L)p)* P*() 26.60 B 013 120,1!0.00 3,1#6,"!!.00 0.2"

1;5


4/43

2.8 PEKERJAAN ELEKTRICAL

1 L)p+ L 1! = 12.00 B P 006 6,##0 563,!!0.00 0.05

2 S)/) S*8' 2.00 B P 002 26,6#0 53,3!0.00 0.00

3 I*)) P'*')*8)* 12.00 T/ P 001 !",020 1,0,20.00 0.0#

I*)) Sp /*)/ !.00 T/ P 00 "5,!!0 60",00.00 0.05 5 MCB B@ 0.00

2.; PEKERJAAN INSTALASI AIR

1 P).Pp) A H+4)* D) T))*8 1#.!0 O 016.) 5","20.00 1,12,!56.00 0.10

2 G ' 20.!0 J015.) 510,#0.00 10,62",552.00 0.#0

3 P))*8)* B)+ B)) 1 : 2 2".0 E 00" 122,550.00 3,313,"52.00 0.2!

R)) B'* S)+)* P) 2."# D 001 "55,5!0.00 2,105,#52.5! 0.1!

1;1>0112.5<

2.< PEKERJAAN PENGECATAN = PELAPIS

1 C) K B'* "6.00 %002.) 3",110.00 2,!20,360.00 0.2

2 C) B)/ B'* 66.0 %002.) 3",110.00 2,6,10.00 0.21

3 C) M*;)/ 16."2 M %012.) ,6#0.00 "",216.!0 0.06

80718


5/43

7.5 PEKERJAAN DINDING = PLASTER

1 P))*8)* B)+ B)) 1 : 2 20.!! E 00" 122,550.00 2,55!,!.00 0.22

3 P'')* K 1 P7 : 3 P "6.00 H 003 53,6"0.00 ,0"!,#20.00 0.35

P'')* B)/ 1 P7 : 3 P 66.0 H 003 53,6"0.00 3,563,6!!.00 0.30

10201952.00

7.8 PEKERJAAN LANTAI

1 L)*) U)) K')/ 0 @ 0 6!.2 G0. 13",#!0.00 !#,,155.20 ".5"

2 P))*8)* D*(*8 K')/ M B)+ )) 12.00 G06#. 350,110.00 ,201,320.00 0.36

>78959;5.20

7.; PEKERJAAN ELEKTRICAL

1 L)p+ L 1! = 12.00 B P 006 6,##0 563,!!0.00 0.05

2 S)/) S*8' 2.00 B P 002 26,6#0 53,3!0.00 0.00

3 I*)) P'*')*8)* 12.00 T/ P 001 !",020 1,0,20.00 0.0#

I*)) Sp /*)/ !.00 T/ P 00 "5,!!0 60",00.00 0.05

5 MCB B 1.00 B P 005 !6,!50 !6,!50.00 0.01

27557>0.00

7.< PEKERJAAN INSTALASI AIR

1 G ' 20.!0 J015.) 510,#0.00 10,62",552.00 0.#0

2 P))*8)* B)+ B)) 1 : 2 2".0 E 00" 122,550.00 3,313,"52.00 0.2!

3 R)) B'* S)+)* P) 2."# D 001 "55,5!0.00 2,105,#52.5! 0.1!

1809;258.5<

7.> PEKERJAAN PENGECATAN = PELAPIS

1 C) K B'* "6.00 %002.) 3",110.00 2,!20,360.00 0.2

2 C) B)/ B'* 66.0 %002.) 3",110.00 2,6,10.00 0.21

3 C) M*;)/ 16."2 M %012.) ,6#0.00 "",216.!0 0.06

80718


6/43

16 P).K' J*8// .00 O 00 506,120.00 2,02,!0.00 0.1"

1" K)* A B' F 12 .00 O 01! 3",!0.00 151,360.00 0.01

1! Pp) A B' 12 2.00 M O 012 25,#20.00 622,0!0.00 0.05

1# % D)* .00 O 01# 2,#00.00 1"1,600.00 0.01

20 Pp) A K P$C F 3 .00 M O 016.) 5","20.00 230,!!0.00 0.0221 P).A)p M') T;p' Sp)*('7 32.!6 M L00!.) !3,150.00 2,"32,30#.00 0.23

22 R)*8/) A)p B)4) R*8)* 32.!6 M J 020 126,500.00 ,156,"#0.00 0.35

23 R)+*8 Sp)*('7 "."5 M L01".) 35,##0.00 2"!,#22.50 0.02

2 Lp)*/ K) 15.50 M K 022 16,360.00 253,5!0.00 0.02

25 P*+ K)) M)*( P$C .00 J00!.) 02,360.00 1,60#,0.00 0.1

26 $'*) $1 .00

). L+) '*) 1.50 J015.) 510,#0.00 "65,1!3." 0.06

2" S'p7)*/ ()* R')p)* 1.00 U* E 02# ,!0#,260.00 ,!0#,260.00 0.1

SUB TOTAL KM 89702;0;.7;

FASILITAS UMUM

1 R)) B'* 1:3:5 U*+/ A') H)))* :6.5 7 5.!0 D 001 "55,5!0.00 1,0,305.## 3.51

2 R)) B'* 1:3:5 U*+/ S)+)* P+) 13.56 D 001 "55,5!0.00 10,26,3.!2 0.!"3 P')/)* K)) M)*(J)*8)* A E@*8 1.00 L T)/ #,500,000.00 #,500,000.00 0.!0

D*(*8 B)) B)+ 1:2 ()) p)8) '@*8 1"1. E 00" 122,550.00 21,00#,35#.25 1."!

5 P))*8)* D*(*8 1:2 S)+)* P+) 5.2" E 00" 122,550.00 65,5.3! 0.05

6 P'')* 1:2 (*(*8 ()) p)8) '@*8 32.!" H 002 5#,110.00 20,26",05."0 1."2

" C) P)8) B)+ ()* E@*8 32.!" %002.) 3",110.00 12,"23,#05."0 1.0!

! D B' S)+)* P+) 0.6! J015.) 510,#0.00 36,"!0.0# 0.03

# J'))* B'* P*+ M)+/ U)) 1.00 L T)/ 2,000,000.00 2,000,000.00 0.1"

10 S)+)* B'* P) U+ 13.56 D 001 "55,5!0.00 10,26,3.!2 0.!"

11 P'*8)())* S++ D)) 1.00 U* O 020 2,1"",!0.00 2,1"",!0.00 2.05

12 M'* pp) P''*8/)p)* )p p)/) 1.00 U* P 012.) ,"2",00.00 ,"2",00.00 0.0

SUB TOTAL FASILITAS UMUM 15;2>9510.;5

I PEKERJAAN AKHIR1 P'')* L)p)*8)* A/ 1,10!."6 A 01# !,050.00 !,#25,51!.00 0."6

2 P3K 1.00 S' T)/ 1,500,000.00 1,500,000.00 0.13

3 P'/'4))* P)p)* P)*/ N)) P)) 1.00 U* T)/ 5,500,000.00 5,500,000.00 0."

SUB TOTAL PEKERJAAN AKHIR 15>2551


7/43






ANALISAHARGA TOTAL B' Pe3er4##$



1 P)p)* P;'/ 1.00 L A 005 56,30.00 56,30.00 0.0

2 D/+'* L)p)* P*() 26.60 B 013 120,1!0.00 3,1#6,"!!.00 0.2"

1;5


8/43


1 L)p+ L 1! = 12.00 B P 006 6,##0 563,!!0.00 0.05

2 S)/) S*8' 2.00 B P 002 26,6#0 53,3!0.00 0.00

3 I*)) P'*')*8)* 12.00 T/ P 001 !",020 1,0,20.00 0.0#

I*)) Sp /*)/ !.00 T/ P 00 "5,!!0 60",00.00 0.05 5 MCB B@ 0.00


1 P).Pp) A H+4)* D) T))*8 1#.!0 O 016.) 5","20.00 1,12,!56.00 0.10

2 G ' 20.!0 J015.) 510,#0.00 10,62",552.00 0.#0

3 P))*8)* B)+ B)) 1 : 2 2".0 E 00" 122,550.00 3,313,"52.00 0.2!

R)) B'* S)+)* P) 2."# D 001 "55,5!0.00 2,105,#52.5! 0.1!

1;1>0112.5<


1 C) K B'* "6.00 %002.) 3",110.00 2,!20,360.00 0.2

2 C) B)/ B'* 66.0 %002.) 3",110.00 2,6,10.00 0.21

3 C) M*;)/ 16."2 M %012.) ,6#0.00 "",216.!0 0.06

80718


9/43


1 P))*8)* B)+ B)) 1 : 2 20.!! E 00" 122,550.00 2,55!,!.00 0.22

3 P'')* K 1 P7 : 3 P "6.00 H 003 53,6"0.00 ,0"!,#20.00 0.35

P'')* B)/ 1 P7 : 3 P 66.0 H 003 53,6"0.00 3,563,6!!.00 0.30

10201952.00


1 L)*) U)) K')/ 0 @ 0 6!.2 G0. 13",#!0.00 !#,6!,##1.60 ".5!

2 P))*8)* D*(*8 K')/ M B)+ )) 12.00 G06#. 350,110.00 ,201,320.00 0.36

>78;0711.80


1 L)p+ L 1! = 12.00 B P 006 6,##0 563,!!0.00 0.05

2 S)/) S*8' 2.00 B P 002 26,6#0 53,3!0.00 0.00

3 I*)) P'*')*8)* 12.00 T/ P 001 !",020 1,0,20.00 0.0#

I*)) Sp /*)/ !.00 T/ P 00 "5,!!0 60",00.00 0.05

5 MCB B 1.00 B P 005 !6,!50 !6,!50.00 0.01

27557>0.00


1 G ' 20.!0 J015.) 510,#0.00 10,62",552.00 0.#0

2 P))*8)* B)+ B)) 1 : 2 2".0 E 00" 122,550.00 3,313,"52.00 0.2!

3 R)) B'* S)+)* P) 2."# D 001 "55,5!0.00 2,105,#52.5! 0.1!

1809;258.5<


1 C) K B'* "6.00 %002.) 3",110.00 2,!20,360.00 0.2

2 C) B)/ B'* 66.0 %002.) 3",110.00 2,6,10.00 0.21

3 C) M*;)/ 16."2 M %012.) ,6#0.00 "",216.!0 0.06

80718


10/43

16 P).K' J*8// .00 O 00 506,120.00 2,02,!0.00 0.1"

1" K)* A B' F 12 .00 O 01! 3",!0.00 151,360.00 0.01

1! Pp) A B' 12 2.00 M O 012 25,#20.00 622,0!0.00 0.05

1# % D)* .00 O 01# 2,#00.00 1"1,600.00 0.01


22 R)*8/) A)p B)4) R*8)* 32.!6 M J 020 126,500.00 ,156,"#0.00 0.35

23 R)+*8 Sp)*('7 "."5 M L01".) 35,##0.00 2"!,#22.50 0.02

2 L p)*/ K) 15.50 M K 022 16,360.00 253,5!0.00 0.02

25 P*+ K)) M)*( P$C .00 J00!.) 02,360.00 1,60#,0.00 0.1

26 $'*) $1 .00

). L+) '*) 1.50 J015.) 510,#0.00 "65,1!3." 0.06

2" S'p7)*/ ()* R')p)* 1.00 U* E 02# ,!0#,260.00 ,!0#,260.00 0.1


FASILITAS UMUM

1 R)) B'* 1:3:5 U*+/ A') H)))* :6.5 7 5.!0 D 001 "55,5!0.00 1,0,305.## 3.51

2 R)) B'* 1:3:5 U*+/ S)+)* P+) 13.56

D 001 "55,5!0.00 10,26,3.!2 0.!"3 P')/)* K)) M)*(J)*8)* A E@*8 1.00 L T)/ #,500,000.00 #,500,000.00 0.!0

D*(*8 B)) B)+ 1:2 ()) p)8) '@*8 1"1. E 00" 122,550.00 21,00#,35#.25 1."!

5 P))*8)* D*(*8 1:2 S)+)* P+) 5.2" E 00" 122,550.00 65,5.3! 0.05

6 P'')* 1:2 (*(*8 ()) p)8) '@*8 32.!" H 002 5#,110.00 20,26",05."0 1."2

" C) P)8) B)+ ()* E@*8 32.!" %002.) 3",110.00 12,"23,#05."0 1.0!

! D B' S)+)* P+) 0.6! J015.) 510,#0.00 36,"!0.0# 0.03

# J'))* B'* P*+ M)+/ U)) 1.00 L T)/ 2,000,000.00 2,000,000.00 0.1"

10 S)+)* B'* P) U+ 13.56 D 001 "55,5!0.00 10,26,3.!2 0.!"

11 P'*8)())* S++ D)) 1.00 U* O 020 2,1"",!0.00 2,1"",!0.00 2.05

12 M'* pp) P''*8/)p)* )p p)/) 1.00 U* P 012.) ,"2",00.00 ,"2",00.00 0.0



2 P3K 1.00 S' T)/ 1,500,000.00 1,500,000.00 0.13

3 P'/'4))* P)p)* P)*/ N)) P)) 1.00 U* T)/ 5,500,000.00 5,500,000.00 0."



11/43









1 P)p)* P;'/ 1.00 L A 005 56,30.00 56,30.00 0.0

2 D/+'* L)p)* P*() 26.60 B 013 120,1!0.00 3,1#6,"!!.00 0.2"

1;5


12/43


1 L)p+ L 1! = 12.00 B P 006 6,##0 563,!!0.00 0.05

2 S)/) S*8' 2.00 B P 002 26,6#0 53,3!0.00 0.00

3 I*)) P'*')*8)* 12.00 T/ P 001 !",020 1,0,20.00 0.0#

I*)) Sp /*)/ !.00 T/ P 00 "5,!!0 60",00.00 0.05 5 MCB B@ 0.00


1 P).Pp) A H+4)* D) T))*8 1#.!0 O 016.) 5","20.00 1,12,!56.00 0.10

2 G ' 20.!0 J015.) 510,#0.00 10,62",552.00 0.#0

3 P))*8)* B)+ B)) 1 : 2 2".0 E 00" 122,550.00 3,313,"52.00 0.2!

R)) B'* S)+)* P) 2."# D 001 "55,5!0.00 2,105,#52.5! 0.1!

1;1>0112.5<


1 C) K B'* "6.00 %002.) 3",110.00 2,!20,360.00 0.2

2 C) B)/ B'* 66.0 %002.) 3",110.00 2,6,10.00 0.21

3 C) M*;)/ 16."2 M %012.) ,6#0.00 "",216.!0 0.06

80718


13/43


1 P))*8)* B)+ B)) 1 : 2 20.!! E 00" 122,550.00 2,55!,!.00 0.22

3 P'')* K 1 P7 : 3 P "6.00 H 003 53,6"0.00 ,0"!,#20.00 0.35

P'')* B)/ 1 P7 : 3 P 66.0 H 003 53,6"0.00 3,563,6!!.00 0.30

10201952.00


1 L)*) U)) K')/ 0 @ 0 6!.2 G0. 13",#!0.00 !#,,155.20 ".5"

2 P))*8)* D*(*8 K')/ M B)+ )) 12.00 G06#. 350,110.00 ,201,320.00 0.36

>78959;5.20


1 L)p+ L 1! = 12.00 B P 006 6,##0 563,!!0.00 0.05

2 S)/) S*8' 2.00 B P 002 26,6#0 53,3!0.00 0.00

3 I*)) P'*')*8)* 12.00 T/ P 001 !",020 1,0,20.00 0.0#

I*)) Sp /*)/ !.00 T/ P 00 "5,!!0 60",00.00 0.05

5 MCB B 1.00 B P 005 !6,!50 !6,!50.00 0.01

27557>0.00


1 G ' 20.!0 J015.) 510,#0.00 10,62",552.00 0.#0

2 P))*8)* B)+ B)) 1 : 2 2".0 E 00" 122,550.00 3,313,"52.00 0.2!

3 R)) B'* S)+)* P) 2."# D 001 "55,5!0.00 2,105,#52.5! 0.1!

1809;258.5<


1 C) K B'* "6.00 %002.) 3",110.00 2,!20,360.00 0.2

2 C) B)/ B'* 66.0 %002.) 3",110.00 2,6,10.00 0.21

3 C) M*;)/ 16."2 M %012.) ,6#0.00 "",216.!0 0.06

80718


14/43

16 P).K' J*8// .00 O 00 506,120.00 2,02,!0.00 0.1"

1" K)* A B' F 12 .00 O 01! 3",!0.00 151,360.00 0.01

1! Pp) A B' 12 2.00 M O 012 25,#20.00 622,0!0.00 0.05

1# % D)* .00 O 01# 2,#00.00 1"1,600.00 0.01


22 R)*8/) A)p B)4) R*8)* 32.!6 M J 020 126,500.00 ,156,"#0.00 0.35

23 R)+*8 Sp)*('7 "."5 M L01".) 35,##0.00 2"!,#22.50 0.02

2 L p)*/ K) 15.50 M K 022 16,360.00 253,5!0.00 0.02

25 P*+ K)) M)*( P$C .00 J00!.) 02,360.00 1,60#,0.00 0.1

26 $'*) $1 .00

). L+) '*) 1.50 J015.) 510,#0.00 "65,1!3." 0.06

2" S'p7)*/ ()* R')p)* 1.00 U* E 02# ,!0#,260.00 ,!0#,260.00 0.1


FASILITAS UMUM

1 R)) B'* 1:3:5 U*+/ A') H)))* :6.5 7 5.!0 D 001 "55,5!0.00 1,0,305.## 3.51

2 R)) B'* 1:3:5 U*+/ S)+)* P+) 13.56 D 001 "55,5!0.00 10,26,3.!2 0.!"3 P')/)* K)) M)*(J)*8)* A E@*8 1.00 L T)/ #,500,000.00 #,500,000.00 0.!0

D*(*8 B)) B)+ 1:2 ()) p)8) '@*8 1"1. E 00" 122,550.00 21,00#,35#.25 1."!

5 P))*8)* D*(*8 1:2 S)+)* P+) 5.2" E 00" 122,550.00 65,5.3! 0.05

6 P'')* 1:2 (*(*8 ()) p)8) '@*8 32.!" H 002 5#,110.00 20,26",05."0 1."2

" C) P)8) B)+ ()* E@*8 32.!" %002.) 3",110.00 12,"23,#05."0 1.0!

! D B' S)+)* P+) 0.6! J015.) 510,#0.00 36,"!0.0# 0.03

# J'))* B'* P*+ M)+/ U)) 1.00 L T)/ 2,000,000.00 2,000,000.00 0.1"

10 S)+)* B'* P) U+ 13.56 D 001 "55,5!0.00 10,26,3.!2 0.!"

11 P'*8)())* S++ D)) 1.00 U* O 020 2,1"",!0.00 2,1"",!0.00 2.05

12 M'* pp) P''*8/)p)* )p p)/) 1.00 U* P 012.) ,"2",00.00 ,"2",00.00 0.0



2 P3K 1.00 S' T)/ 1,500,000.00 1,500,000.00 0.13

3 P'/'4))* P)p)* P)*/ N)) P)) 1.00 U* T)/ 5,500,000.00 5,500,000.00 0."



15/43









1 P)p)* P;'/ 1.00 L A 005 56,30.00 56,30.00 0.0

2 D/+'* L)p)* P*() 26.60 B 013 120,1!0.00 3,1#6,"!!.00 0.2"

1;5


16/43


1 L)p+ L 1! = 12.00 B P 006 6,##0 563,!!0.00 0.05

2 S)/) S*8' 2.00 B P 002 26,6#0 53,3!0.00 0.00

3 I*)) P'*')*8)* 12.00 T/ P 001 !",020 1,0,20.00 0.0#

I*)) Sp /*)/ !.00 T/ P 00 "5,!!0 60",00.00 0.05 5 MCB B@ 0.00


1 P).Pp) A H+4)* D) T))*8 1#.!0 O 016.) 5","20.00 1,12,!56.00 0.10

2 G ' 20.!0 J015.) 510,#0.00 10,62",552.00 0.#0

3 P))*8)* B)+ B)) 1 : 2 2".0 E 00" 122,550.00 3,313,"52.00 0.2!

R)) B'* S)+)* P) 2."# D 001 "55,5!0.00 2,105,#52.5! 0.1!

1;1>0112.5<


1 C) K B'* "6.00 %002.) 3",110.00 2,!20,360.00 0.2

2 C) B)/ B'* 66.0 %002.) 3",110.00 2,6,10.00 0.21

3 C) M*;)/ 16."2 M %012.) ,6#0.00 "",216.!0 0.06

80718


17/43


1 P))*8)* B)+ B)) 1 : 2 20.!! E 00" 122,550.00 2,55!,!.00 0.22

3 P'')* K 1 P7 : 3 P "6.00 H 003 53,6"0.00 ,0"!,#20.00 0.35

P'')* B)/ 1 P7 : 3 P 66.0 H 003 53,6"0.00 3,563,6!!.00 0.30

10201952.00


1 L)*) U)) K')/ 0 @ 0 6!.2 G0. 13",#!0.00 !#,,155.20 ".5"

2 P))*8)* D*(*8 K')/ M B)+ )) 12.00 G06#. 350,110.00 ,201,320.00 0.36

>78959;5.20


1 L)p+ L 1! = 12.00 B P 006 6,##0 563,!!0.00 0.05

2 S)/) S*8' 2.00 B P 002 26,6#0 53,3!0.00 0.00

3 I*)) P'*')*8)* 12.00 T/ P 001 !",020 1,0,20.00 0.0#

I*)) Sp /*)/ !.00 T/ P 00 "5,!!0 60",00.00 0.05

5 MCB B 1.00 B P 005 !6,!50 !6,!50.00 0.01

27557>0.00


1 G ' 20.!0 J015.) 510,#0.00 10,62",552.00 0.#0

2 P))*8)* B)+ B)) 1 : 2 2".0 E 00" 122,550.00 3,313,"52.00 0.2!

3 R)) B'* S)+)* P) 2."# D 001 "55,5!0.00 2,105,#52.5! 0.1!

1809;258.5<


1 C) K B'* "6.00 %002.) 3",110.00 2,!20,360.00 0.2

2 C) B)/ B'* 66.0 %002.) 3",110.00 2,6,10.00 0.21

3 C) M*;)/ 16."2 M %012.) ,6#0.00 "",216.!0 0.06

80718


18/43

16 P).K' J*8// .00 O 00 506,120.00 2,02,!0.00 0.1"

1" K)* A B' F 12 .00 O 01! 3",!0.00 151,360.00 0.01

1! Pp) A B' 12 2.00 M O 012 25,#20.00 622,0!0.00 0.05

1# % D)* .00 O 01# 2,#00.00 1"1,600.00 0.01


22 R)*8/) A)p B)4) R*8)* 32.!6 M J 020 126,500.00 ,156,"#0.00 0.35

23 R)+*8 Sp)*('7 "."5 M L01".) 35,##0.00 2"!,#22.50 0.02

2 Lp)*/ K) 15.50 M K 022 16,360.00 253,5!0.00 0.02

25 P*+ K)) M)*( P$C .00 J00!.) 02,360.00 1,60#,0.00 0.1

26 $'*) $1 .00

). L+) '*) 1.50 J015.) 510,#0.00 "65,1!3." 0.06

2" S'p7)*/ ()* R')p)* 1.00 U* E 02# ,!0#,260.00 ,!0#,260.00 0.1


FASILITAS UMUM

1 R)) B'* 1:3:5 U*+/ A') H)))* :6.5 7 5.!0 D 001 "55,5!0.00 1,0,305.## 3.51

2 R)) B'* 1:3:5 U*+/ S)+)* P+) 13.56 D 001 "55,5!0.00 10,26,3.!2 0.!"3 P')/)* K)) M)*(J)*8)* A E@*8 1.00 L T)/ #,500,000.00 #,500,000.00 0.!0

D*(*8 B)) B)+ 1:2 ()) p)8) '@*8 1"1. E 00" 122,550.00 21,00#,35#.25 1."!

5 P))*8)* D*(*8 1:2 S)+)* P+) 5.2" E 00" 122,550.00 65,5.3! 0.05

6 P'')* 1:2 (*(*8 ()) p)8) '@*8 32.!" H 002 5#,110.00 20,26",05."0 1."2

" C) P)8) B)+ ()* E@*8 32.!" %002.) 3",110.00 12,"23,#05."0 1.0!

! D B' S)+)* P+) 0.6! J015.) 510,#0.00 36,"!0.0# 0.03

# J'))* B'* P*+ M)+/ U)) 1.00 L T)/ 2,000,000.00 2,000,000.00 0.1"

10 S)+)* B'* P) U+ 13.56 D 001 "55,5!0.00 10,26,3.!2 0.!"

11 P'*8)())* S++ D)) 1.00 U* O 020 2,1"",!0.00 2,1"",!0.00 2.05

12 M'* pp) P''*8/)p)* )p p)/) 1.00 U* P 012.) ,"2",00.00 ,"2",00.00 0.0



2 P3K 1.00 S' T)/ 1,500,000.00 1,500,000.00 0.13

3 P'/'4))* P)p)* P)*/ N)) P)) 1.00 U* T)/ 5,500,000.00 5,500,000.00 0."



19/43






ANALISAHARGA TOTAL B' Pe3er4##$



1 P)p)* P;'/ 1.00 L A 005 56,30.00 56,30.00 0.0

2 D/+'* L)p)* P*() 26.60 B 013 120,1!0.00 3,1#6,"!!.00 0.2"

1;5


20/43


1 L)p+ L 1! = 12.00 B P 006 6,##0 563,!!0.00 0.05

2 S)/) S*8' 2.00 B P 002 26,6#0 53,3!0.00 0.00

3 I*)) P'*')*8)* 12.00 T/ P 001 !",020 1,0,20.00 0.0#

I*)) Sp /*)/ !.00 T/ P 00 "5,!!0 60",00.00 0.05 5 MCB B@ 0.00


1 P).Pp) A H+4)* D) T))*8 1#.!0 O 016.) 5","20.00 1,12,!56.00 0.10

2 G ' 20.!0 J015.) 510,#0.00 10,62",552.00 0.#0

3 P))*8)* B)+ B)) 1 : 2 2".0 E 00" 122,550.00 3,313,"52.00 0.2!

R)) B'* S)+)* P) 2."# D 001 "55,5!0.00 2,105,#52.5! 0.1!

1;1>0112.5<


1 C) K B'* "6.00 %002.) 3",110.00 2,!20,360.00 0.2

2 C) B)/ B'* 66.0 %002.) 3",110.00 2,6,10.00 0.21

3 C) M*;)/ 16."2 M %012.) ,6#0.00 "",216.!0 0.06

80718


21/43


1 P))*8)* B)+ B)) 1 : 2 20.!! E 00" 122,550.00 2,55!,!.00 0.22

3 P'')* K 1 P7 : 3 P "6.00 H 003 53,6"0.00 ,0"!,#20.00 0.35

P'')* B)/ 1 P7 : 3 P 66.0 H 003 53,6"0.00 3,563,6!!.00 0.30

10201952.00


1 L)*) U)) K')/ 0 @ 0 6!.2 G0. 13",#!0.00 !#,,155.20 ".5"

2 P))*8)* D*(*8 K')/ M B)+ )) 12.00 G06#. 350,110.00 ,201,320.00 0.36

>78959;5.20


1 L)p+ L 1! = 12.00 B P 006 6,##0 563,!!0.00 0.05

2 S)/) S*8' 2.00 B P 002 26,6#0 53,3!0.00 0.00

3 I*)) P'*')*8)* 12.00 T/ P 001 !",020 1,0,20.00 0.0#

I*)) Sp /*)/ !.00 T/ P 00 "5,!!0 60",00.00 0.05

5 MCB B 1.00 B P 005 !6,!50 !6,!50.00 0.01

27557>0.00


1 G ' 20.!0 J015.) 510,#0.00 10,62",552.00 0.#0

2 P))*8)* B)+ B)) 1 : 2 2".0 E 00" 122,550.00 3,313,"52.00 0.2!

3 R)) B'* S)+)* P) 2."# D 001 "55,5!0.00 2,105,#52.5! 0.1!

1809;258.5<


1 C) K B'* "6.00 %002.) 3",110.00 2,!20,360.00 0.2

2 C) B)/ B'* 66.0 %002.) 3",110.00 2,6,10.00 0.21

3 C) M*;)/ 16."2 M %012.) ,6#0.00 "",216.!0 0.06

80718


22/43

16 P).K' J*8// .00 O 00 506,120.00 2,02,!0.00 0.1"

1" K)* A B' F 12 .00 O 01! 3",!0.00 151,360.00 0.01

1! Pp) A B' 12 2.00 M O 012 25,#20.00 622,0!0.00 0.05

1# % D)* .00 O 01# 2,#00.00 1"1,600.00 0.01


22 R)*8/) A)p B)4) R*8)* 32.!6 M J 020 126,500.00 ,156,"#0.00 0.35

23 R)+*8 Sp)*('7 "."5 M L01".) 35,##0.00 2"!,#22.50 0.02

2 L p)*/ K) 15.50 M K 022 16,360.00 253,5!0.00 0.02

25 P*+ K)) M)*( P$C .00 J00!.) 02,360.00 1,60#,0.00 0.1

26 $'*) $1 .00

). L+) '*) 1.50 J015.) 510,#0.00 "65,1!3." 0.06

2" S'p7)*/ ()* R')p)* 1.00 U* E 02# ,!0#,260.00 ,!0#,260.00 0.1


FASIL ITAS UMUM

1 R)) B'* 1:3:5 U*+/ A') H)))* :6.5 7 5.!0 D 001 "55,5!0.00 1,0,305.## 3.51

2 R)) B'* 1:3:5 U*+/ S)+)* P+) 13.56 D 001 "55,5!0.00 10,26,3.!2 0.!"3 P')/)* K)) M)*(J)*8)* A E@*8 1.00 L T)/ #,500,000.00 #,500,000.00 0.!0

D*(*8 B)) B)+ 1:2 ()) p)8) '@*8 1"1. E 00" 122,550.00 21,00#,35#.25 1."!

5 P))*8)* D*(*8 1:2 S)+)* P+) 5.2" E 00" 122,550.00 65,5.3! 0.05

6 P'')* 1:2 (*(*8 ()) p)8) '@*8 32.!" H 002 5#,110.00 20,26",05."0 1."2

" C) P)8) B)+ ()* E@*8 32.!" %002.) 3",110.00 12,"23,#05."0 1.0!

! D B' S)+)* P+) 0.6! J015.) 510,#0.00 36,"!0.0# 0.03

# J'))* B'* P*+ M)+/ U)) 1.00 L T)/ 2,000,000.00 2,000,000.00 0.1"

10 S)+)* B'* P) U+ 13.56 D 001 "55,5!0.00 10,26,3.!2 0.!"

11 P'*8)())* S++ D)) 1.00 U* O 020 2,1"",!0.00 2,1"",!0.00 2.05

12 M'* pp) P''*8/)p)* )p p)/) 1.00 U* P 012.) ,"2",00.00 ,"2",00.00 0.0



2 P3K 1.00 S' T)/ 1,500,000.00 1,500,000.00 0.13

3 P'/'4))* P)p)* P)*/ N)) P)) 1.00 U* T)/ 5,500,000.00 5,500,000.00 0."



23/43









1 P)p)* P;'/ 1.00 L A 005 56,30.00 56,30.00 0.0

2 D/+'* L)p)* P*() 26.60 B 013 120,1!0.00 3,1#6,"!!.00 0.2"

1;5


24/43


1 L)p+ L 1! = 12.00 B P 006 6,##0 563,!!0.00 0.05

2 S)/) S*8' 2.00 B P 002 26,6#0 53,3!0.00 0.00

3 I*)) P'*')*8)* 12.00 T/ P 001 !",020 1,0,20.00 0.0#

I*)) Sp /*)/ !.00 T/ P 00 "5,!!0 60",00.00 0.05 5 MCB B@ 0.00


1 P).Pp) A H+4)* D) T))*8 1#.!0 O 016.) 5","20.00 1,12,!56.00 0.10

2 G ' 20.!0 J015.) 510,#0.00 10,62",552.00 0.#0

3 P))*8)* B)+ B)) 1 : 2 2".0 E 00" 122,550.00 3,313,"52.00 0.2!

R)) B'* S)+)* P) 2."# D 001 "55,5!0.00 2,105,#52.5! 0.1!

1;1>0112.5<


1 C) K B'* "6.00 %002.) 3",110.00 2,!20,360.00 0.2

2 C) B)/ B'* 66.0 %002.) 3",110.00 2,6,10.00 0.21

3 C) M*;)/ 16."2 M %012.) ,6#0.00 "",216.!0 0.06

80718


25/43


1 P))*8)* B)+ B)) 1 : 2 20.!! E 00" 122,550.00 2,55!,!.00 0.22

3 P'')* K 1 P7 : 3 P "6.00 H 003 53,6"0.00 ,0"!,#20.00 0.35

P'')* B)/ 1 P7 : 3 P 66.0 H 003 53,6"0.00 3,563,6!!.00 0.30

10201952.00


1 L)*) U)) K')/ 0 @ 0 6!.2 G0. 13",#!0.00 !#,,155.20 ".5"

2 P))*8)* D*(*8 K')/ M B)+ )) 12.00 G06#. 350,110.00 ,201,320.00 0.36

>78959;5.20


1 L)p+ L 1! = 12.00 B P 006 6,##0 563,!!0.00 0.05

2 S)/) S*8' 2.00 B P 002 26,6#0 53,3!0.00 0.00

3 I*)) P'*')*8)* 12.00 T/ P 001 !",020 1,0,20.00 0.0#

I*)) Sp /*)/ !.00 T/ P 00 "5,!!0 60",00.00 0.05

5 MCB B 1.00 B P 005 !6,!50 !6,!50.00 0.01

27557>0.00


1 G ' 20.!0 J015.) 510,#0.00 10,62",552.00 0.#02 P))*8)* B)+ B)) 1 : 2 2".0 E 00" 122,550.00 3,313,"52.00 0.2!

3 R)) B'* S)+)* P) 2."# D 001 "55,5!0.00 2,105,#52.5! 0.1!

1809;258.5<


1 C) K B'* "6.00 %002.) 3",110.00 2,!20,360.00 0.2

2 C) B)/ B'* 66.0 %002.) 3",110.00 2,6,10.00 0.21

3 C) M*;)/ 16."2 M %012.) ,6#0.00 "",216.!0 0.06

80718


26/43

16 P).K' J*8// .00 O 00 506,120.00 2,02,!0.00 0.1"

1" K)* A B' F 12 .00 O 01! 3",!0.00 151,360.00 0.01

1! Pp) A B' 12 2.00 M O 012 25,#20.00 622,0!0.00 0.05

1# % D)* .00 O 01# 2,#00.00 1"1,600.00 0.01


22 R)*8/) A)p B)4) R*8)* 32.!6 M J 020 126,500.00 ,156,"#0.00 0.35

23 R)+*8 Sp)*('7 "."5 M L01".) 35,##0.00 2"!,#22.50 0.02

2 L p)*/ K) 15.50 M K 022 16,360.00 253,5!0.00 0.02

25 P*+ K)) M)*( P$C .00 J00!.) 02,360.00 1,60#,0.00 0.1

26 $'*) $1 .00

). L+) '*) 1.50 J015.) 510,#0.00 "65,1!3." 0.06

2" S'p7)*/ ()* R')p)* 1.00 U* E 02# ,!0#,260.00 ,!0#,260.00 0.1


FASILITAS UMUM

1 R)) B'* 1:3:5 U*+/ A') H)))* :6.5 7 5.!0 D 001 "55,5!0.00 1,0,305.## 3.51

2 R)) B'* 1:3:5 U*+/ S)+)* P+) 13.56

D 001 "55,5!0.00 10,26,3.!20.!"

3 P')/)* K)) M)*(J)*8)* A E@*8 1.00 L T)/ #,500,000.00 #,500,000.00 0.!0

D*(*8 B)) B)+ 1:2 ()) p)8) '@*8 1"1. E 00" 122,550.00 21,00#,35#.25 1."!

5 P))*8)* D*(*8 1:2 S)+)* P+) 5.2" E 00" 122,550.00 65,5.3! 0.05

6 P'')* 1:2 (*(*8 ()) p)8) '@*8 32.!" H 002 5#,110.00 20,26",05."0 1."2

" C) P)8) B)+ ()* E@*8 32.!" %002.) 3",110.00 12,"23,#05."0 1.0!

! D B' S)+)* P+) 0.6! J015.) 510,#0.00 36,"!0.0# 0.03

# J'))* B'* P*+ M)+/ U)) 1.00 L T)/ 2,000,000.00 2,000,000.00 0.1"

10 S)+)* B'* P) U+ 13.56 D 001 "55,5!0.00 10,26,3.!2 0.!"

11 P'*8)())* S++ D)) 1.00 U* O 020 2,1"",!0.00 2,1"",!0.00 2.05

12 M'* pp) P''*8/)p)* )p p)/) 1.00 U* P 012.) ,"2",00.00 ,"2",00.00 0.0



2 P3K 1.00 S' T)/ 1,500,000.00 1,500,000.00 0.13

3 P'/'4))* P)p)* P)*/ N)) P)) 1.00 U* T)/ 5,500,000.00 5,500,000.00 0."



27/43

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,


$u%la& ,05D+$*%" 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,/


$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


$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


28/43

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


29/43

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


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


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 #


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 %+



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


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


30/43

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 #


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 %+



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


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


31/43

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?.


32/43


33/43

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 F 10 %%


34/43

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


35/43

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

M'()*, J+ 2015

Dp'/) O' D+) O'

P'4)) P'+) K'* K*+)* P''*7)*)

D*) P'*(+)* P'()8)*8)* ()* P)) C$. N+)*)) C*+)*


NIP. 1#5!011 1#!012 1 003 9)/ D'/+

M'*8')+ D/')+ O'

K'p)) D*)

P'*(+)* P'()8)*8)* ()* P))

K)+p)'* S'()*8 B'()8)


NIP. 1#6050 1#!602 1 002


36/43


37/43

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


38/43

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

M'()*, J+ 2015Dp'/) O' D+) O'

P'4)) P'+) K'* K*+)* P''*7)*)

D*) P'*(+)* P'()8)*8)* ()* P)) C$. N+)*)) C*+)*


NIP. 1#5!011 1#!012 1 003 9)/ D'/+

M'*8')+ D/')+ O'

K'p)) D*)

P'*(+)* P'()8)*8)* ()* P))

K)+p)'* S'()*8 B'()8)


NIP. 1#6050 1#!602 1 002


39/43

Harsat Bahan Hal 4

1 2 3 4


40/43


41/43

Harsat Pekerjaan SNI Hal 68

NO URAIAN JUMLAH (R-)

1 2 7G PEKERJAAN PENUTUP LANTAI DAN DINDING

G0. M'))*8 1 2 )*) /')/ +/+)*


42/43

!nt!h Perhit"n#an Bet!n Hal$74

9ONTOH PERHITUNGAN BETON BERTULANG

TAHUN ANGGARAN 2013

NO. URAIAN HASIL ANALISAOMOR HASI HARGA BERIKUT

ANALISA KEUNTUNGAN

1 Ha(il Anali(a Pekerjaan 1 %3 eton %utu Q8 #,4 Pa " 1007, (lu% 12 27 8%, ;98 0,# < 002 #40,650.00

2 Ha(il Anali(a Pekerjaan 1 %3 eton %utu Q8 ', Pa " 1257, (lu% 12 27 8%, ;98 0,# < 003 ###,0.00

3 Ha(il Anali(a Pekerjaan 1 %3 eton %utu Q8 12,2 Pa " 1507, (lu% 12 27 8%, ;98 0,#2 < 004 06,560.00

4 Ha(il Anali(a Pekerjaan 1 %3 eton %utu Q8 14,5 Pa " 1#57, (lu% 12 27 8%, ;98 0,66 < 006 41,150.00

5 Ha(il Anali(a Pekerjaan 1 %3 eton %utu Q8 16,' Pa " 2007, (lu% 12 27 8%, ;98 0,61 < 00# #3,00.00

6 Ha(il Anali(a Pekerjaan 1 %3 eton %utu Q8 1',3 Pa " 2257, (lu% 12 27 8%, ;98 0,5 < 00 ',5'0.00

# Ha(il Anali(a Pekerjaan 1 %3 eton %utu Q8 21,# Pa " 2507, (lu% 12 27 8%, ;98 0,56 < 00' '13,2'0.00

Ha(il Anali(a Pekerjaan 1 %3 eton %utu Q8 24,0 Pa " 2#57, (lu% 12 27 8%, ;98 0,53 < 010 '3,420.00

' Ha(il Anali(a Pekerjaan 1 %3 eton %utu Q8 26,4 Pa " 3007, (lu% 12 27 8%, ;98 0,52 < 011 '46,210.00

10 Ha(il Anali(a Pekerjaan 1 %3 eton %utu Q8 2, Pa " 3257, (lu% 12 27 8%, ;98 0,4' < 012 1,01',640.00

11 Ha(il Anali(a Pekerjaan 1 %3 eton %utu Q8 2, Pa " 3507, (lu% 12 27 8%, ;98 0,4' < 013 1,02',00.00

12 Ha(il Anali(a Pekerjaan 1 %3 eton %utu "+1#5 Rea! i7 < 014 SR>L

13 Ha(il Anali(a Pekerjaan 1 %3 eton %utu "+225 Rea! i7 < 015 SR>L

14 Ha(il Anali(a Pekerjaan 1 %3 eton %utu "+250 Rea! i7 < 016 SR>L15 Ha(il Anali(a Pekerjaan 1 %3 eton %utu "+300 Rea! i7 < 01# SR>L

16 Ha(il Anali(a Pekerjaan 1 %3 eton %utu "+350 Rea! i7 < 01 SR>L

1# Ha(il Anali(a Pekerjaan Pe%e(ian 10 kg !engan Be(i Beton olo(9ulir7 < 01' 162,#60.00

1 Ha(il Anali(a Pekerjaan Beki(ting untuk Pon!a(i < 020 220,5#0.00

1' Ha(il Anali(a Pekerjaan Beki(ting untuk :loo < 021 23#,20.00

20 Ha(il Anali(a Pekerjaan Beki(ting untuk "olo% < 022 36,400.00

21 Ha(il Anali(a Pekerjaan Beki(ting untuk Balok < 023 3'6,#50.00

22 Ha(il Anali(a Pekerjaan Beki(ting untuk Plat lantai < 024 455,400.00

23 Ha(il Anali(a Pekerjaan Beki(ting untuk L

24 Ha(il Anali(a Pekerjaan Beki(ting untuk Tangga < 026 351,510.00

1. 1 M PEKERJAAN PONDASI (9& B!" '$$ K 175 R! M+x B!0+ 15 %# < B!%+0+"#)

+ Ha(il Anali(a Pekerjaan 1 %3 eton %utu "+1#5 Rea! i7 SR>L+ Pe%e(ian 15 kg !engan Be(i Beton olo(9ulir7 15 Ha(il Anali(a < 017 2,441,400.00

+ Beki(ting untuk on!a(i 5 Ha(il Anali(a < 0217 1,102,50.00

J $ ' * - RE?

2. 1 M PEKERJAAN SLOOP (9& B!" '$$ K 225 R! M+x B!0+ %# < B!%+0+"#)

+ Ha(il Anali(a Pekerjaan 1 %3 eton %utu "+225 Rea! i7 SR>L

+ Pe%e(ian 20 kg !engan Be(i Beton olo(9ulir7 20 Ha(il Anali(a < 017 3,255,200.00

+ Beki(ting untuk (loo 5 Ha(il Anali(a < 0227 1,1',100.00

J $ ' * - RE?

. 1 M PEKERJAAN KOLOM (9& B!" '$$ K R! M+x B!0+ %# < B!%+0+"#)



+ Beki(ting untuk kolo% 5 Ha(il Anali(a < 0237 1,'32,000.00

J $ ' * - RE?

4. 1 M PEKERJAAN BALOK (9& B!" '$$ K R! M+x B!0+ 2 %# < B!%+0+"#)



+ Beki(ting untuk alok 5 Ha(il Anali(a < 0247 1,'3,#50.00

J $ ' * - RE?

5. 1 M PEKERJAAN PLAT LANTAI (9& B!" '$$ K R! M+x B!0+ 15 %# < B!%+0+"#)


+ Pe%e(ian 15 kg !engan Be(i Beton olo(9ulir7 15 Ha(il Anali(a < 017 2,441,400.00+ Beki(ting untuk lat lantai 5 Ha(il Anali(a < 0257 2,2##,000.00

J $ ' * - RE?

6. 1 M PEKERJAAN DINDING (9& B!" '$$ K 175 R! M+x B!0+ 15 %# < B!%+0+"#)

+ Ha(il Anali(a Pekerjaan 1 %3 eton %utu "+1#5 Rea! i7 SR>L


+ Beki(ting untuk !in!ing 5 Ha(il Anali(a < 0267 SR>L

J $ ' * - RE?

7. 1 M PEKERJAAN DINDING (9& B!" '$$ K 225 R! M+x B!0+ 2 %# < B!%+0+"#)



+ Beki(ting untuk tangga 5 Ha(il Anali(a < 02#7 1,#5#,550.00

J $ ' * - RE?

KETERANGAN :

Untuk Pekerjaan Plat @antai Beton, Balok Beton !an Pekerjaan Beton lainna !i(e(uaikan !engan kon!i(i ene%atan

Aaila terletak !iata( !an %e%utu&kan enangga %aka !ita%a& Pekerjaan :toot Ferk


43/43

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 )

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