RAB JALAN RAYA.docx

TUGAS WAJIB PERENCANAAN JALAN RAYA

BAB XIII ANGGARAN BIAYA

Dari Perhitungan Diketahui •

Panjang jalan

=3559,469m

•

Lebar Lebar jalan

= 2(2x3,75)m 2(2x3,75)m =15m

•

Lua ja jalan

=(3559,469x15) = 53392,!35m 2

•

Lua "elebaran "a#a tikungan 

$ikungan % (&''&) L



=(L&L)x1*5 =(9!666,2!5)+1,5 =1134,3!m2

$ikungan %%(&''&) L



=(L&L)x1*5 =(1!!517,419)+1,5 =926*129m2

$ikungan %%% ( &''&) L

=(L&L)x1,5 =(7!433,63)+1,5 =755,457m2

$-tal $-tal lua jalan a#alah L$-tal

= 53392,!35m2  1134,3!m2  926,129m2  755,457m2 = 562!7,929m2

Perhitungan .-lume bahan 

/-ntruki Langung0 −

&ur.ae -ure (#1)

= 15 m =!,15m

−

ae -ure (#2)

= 2! m = !,2! m

−

&ub bae -ure (#3)

=3! m

-lume -lume bahan

=!,3! m

= L$-talx #1 = 562!7,929m2 x !,15 m = 431,19 m3 5.8

-lume a a"halt

=

100

x 431,19m3 = 49,!!m3

100

-lume ag agregat gat

=

100

-lume ur.ae -ure

x 431,19m3

=431,19m3

= .-lume agregat .-lume a"halt = 431,19m3  49,!!m3 KRISMAN KRISMA N TINUS GEBA

100310033

TUGAS WAJIB PERENCANAAN JALAN RAYA = 92!,197m3



-lume bae -ure

= L$-tal x #2 x 1,5 =562!7,929m2 x !,2!m x 1,5 = 1662,379m3

-lume ub bae

= L$-tal x #3 x 1,5 =562!7,929m3 x !,3!m x 1,5 = 25293,56m3

-lume alian

= 6!247,942m3

-lume $imbunan

= 22559,4!45m3

/-ntruki ertaha" $aha" % 0 −

&ur.ae -ure (#1)

= 14 m =!,14m

−

ae -ure (#2)

= 2! m = !,2! m

−

&ub bae -ure (#3)

=2 m

-lume bahan

=!,2 m

= L$-talx #1 = 562!7,929m2 x !,14 m = 769,11! m3 5.8

-lume a"halt

=

100

x 769,11!m3 = 456,4!m3

100

-lume agregat

=

100

x 769,11!m3

=769,11!m3

-lume ur.ae -ure

= .-lume agregat .-lume a"halt = 769,11!m3  456,4!m3 = 325,51m3

-lume bae -ure

= L$-tal x #2 x 1,5 =562!7,929m2 x !,2!m x 1,5 = 1662,379m3

-lume ub bae

= L$-tal x #3 x 1,5 =562!7,929m3 x !,2m x 1,5 = 236!7,33!m3

-lume alian

=6!247,942m3

-lume $imbunan = 22559,4!45m3

$aha" %% 0 KRISMAN TINUS GEBA

100310033

TUGAS WAJIB PERENCANAAN JALAN RAYA .erla -lume

= 4m = !,!4m = L$-tal x -.erla = 562!7,929m3 x !,!4m = 224,317m3

Perhitungan biaa 

/-ntruki Langung −

&ur.ae (a"halt -nrete) ntuk tebal 4 m

= 8"*65*!!! 65000

ntuk tia" 1 meter =

0.04

8"*1*625*!!!m = 92!,197m3x 8"1*625*!!! = 8" 14*495*32!*13!

:arga material ur;ae -ure

−

ae -ure ("enetrai maa#am) ntuk tebal 7m

= 8"*2!*!!! 20000


0.07

= 8"*25*714,25 = 1662,379m3 x 25*714,13! = 8"*4*17*19*949

:arga material ub bae -ure

−

&ub bae -ure(agregat) ntuk tebal 1! m = 8"*27*5!! 27.500


0.10

= 8"*275*!!! = 25293,56m3 x 275*!!! = 8"*6*955*731*2!!

:arga material ub bae -ure "ah $enaga /erja 1* Pekerja 2* NO Analis Volume a A1 1 0!" 1A1 0" 

A100 0300 0100

8"*4!*!!! 8"* 6!*!!! 8"* 7!*!!! 8"* 9!*!!! Uraian 1m3Galian Tanah #e$er%a *an+or Jumlah 1m3 Tim.unan #asair Urug #e$er%a *an+or Jumlah

Harga Satuan(Rp)

Jlh Harga(Rp)

Rp&'0&000 Rp&,0&000

Rp&30&00 Rp&1&"00 Rp&31&"00

Rp&'0&000 Rp&'0&000 Rp&,0&000

Rp&'-&000 Rp&1&000 Rp&,&000 Rp&,,&000

−

:arga alian ?31*5!!

= 6!247,942m3x 31*5!! = 8"*1*97*1!*16

−

:arga $imbunan ?66*!!!

= 22559,4!45m3x 66*!!! KRISMAN TINUS GEBA

100310033

TUGAS WAJIB PERENCANAAN JALAN RAYA = 8"*1*4*92!*753 iaa t-tal a#alah = 8"* 14*495*32!*13!  8"*4*17*19*949 8"*6*955*731*2!!  8"*1*97*1!*161*4*92!*753 = 8"*29*655*6!2*22!



/-ntruki ertaha" $aha" % −

&ur.ae (a"halt -nrete) ntuk tebal 4 m

= 8"*65*!!! 65000


0.04

8"*1*625*!!!m = 325,51m3x 8"1*625*!!! = 8" 13*52*966*75!

:arga material ur;ae -ure

−

ae -ure ("enetrai maa#am) ntuk tebal 7m

= 8"*2!*!!! 20000


0.07

= 8"*25*714,25 = 1662,379m3 x 25*714,13! = 8"*4*17*19*949

:arga material ub bae -ure

−

&ub bae -ure(agregat) ntuk tebal 1! m = 8"*27*5!! 27.500


0.10

= 8"*275*!!!

:arga material ub bae -ure "ah $enaga /erja 5* Pekerja 6* NO

Analis a A1

1 1A1 

Volume

0!" 0"

A100 0300 0100

= 236!7,33!m3x 275*!!! = 8"*6*492*!15*75!

8"*4!*!!! 8"* 6!*!!! 8"* 7!*!!! 8"* 9!*!!!

Uraian 1m3Galian Tanah #e$er%a *an+or Jumlah 1m3 Tim.unan #asair Urug #e$er%a *an+or Jumlah

Harga Satuan(Rp)

Jlh Harga(Rp)

Rp&'0&000 Rp&,0&000

Rp&30&00 Rp&1&"00 Rp&31&"00

Rp&'0&000 Rp&'0&000 Rp&,0&000

Rp&'-&000 Rp&1&000 Rp&,&000 Rp&,,&000

KRISMAN TINUS GEBA

100310033


−

:arga alian ?31*5!!

= 6!247,942m3x 31*5!! = 8"*1*97*1!*16

−

:arga $imbunan ?66*!!!

= 22559,4!45m3x 66*!!! = 8"*1*4*92!*753

iaa t-tal a#alah 0 = 8"* 13*52*966*75!  8"*4*17*19*949  8"*6*492*!15*75! 8"*1*97*1!*16  8"*1*4*92!*753 = 8"*2*225*533*39!

$aha" %% &ur;ae -ure (8"*1*625*!!!) :arga material = 224,317m3 x 1*625*!!! =8"*3*653*515*125

$-tal biaa k-ntruki bertaha" a#alah 0 = 8"* 2*225*533*39! 8"*3*653*515*125 = 8"*31*79*!4*52!

KRISMAN TINUS GEBA

100310033


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