HPS - ENGINEER ESTIMATE-PASAR SIALANG BUAH.xls

8/18/2019 HPS - ENGINEER ESTIMATE-PASAR SIALANG BUAH.xls

1/23

DAFTAR HARGA SATUAN PEKERJAAN

UPAH DAN BAHANTAHUN ANGGARAN 2015

PERBAUNGAN

PEMERINTAH KABUPATEN SERDANG BEDAGAI

DINAS PERINDUSTRIAN, PERDAGANGAN DAN PASAR

PT. ARANGSIBU RAYA CONSULTANT


2/23

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


3/23

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


4/23

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


5/23

.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


6/23

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


7/23

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


8/23

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


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


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


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 #


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


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?.


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


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 %%


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


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


16/23

Harsat Upah Hal 1

DA?TAR UPAH PEKERJA BANGUNAN


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


17/23

Harsat Bahan Hal 2

DA?TAR HARGA BAHAN BANGUNAN


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


18/23

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


19/23

Harsat Bahan Hal 4

1 2 3 4


20/23

Harsat Pekerjaan SNI Hal 67

HARGA SATUAN PEKERJAAN


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


21/23

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


22/23


23/23

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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