RAB proyek instalasi tegangan menengah

II. RENCANA ANGGARAN BIAYA UNTUK KEBUTUHAN MATERIAL TIANG TR NO

Material

Volum e

1

TM1

7

a

b

Satuan

Volume Total

Harga Satuan R!"

PEMASANGAN TIANG BETON Tiang Beton 13 Meter 350 dAN

1

7

 

5,400,000.00

AKSESOIS !ro"" Ar# $000%t&'e t(#'()

1

P*"

7

 

+$7,000

Ar# Tie T&'e 750 %'i'e 34-)

1

P*"

7

 

7+,000

Bo/t  N(t M 1+400 2a"er Cdo(b/e ar#D

$

Set

14

 

$$,00

Bo/t  N(t M 1+50  M 1+1$0 2a"er

1

Set

7

 

3$,000

$0K Pin In"(/ator

3

P*"

$1

 

3$1,000

0

 

5,400,000

   

+$7,000 +$3,000

                         

54,000 7+,000 105,050 $$,00 3$,000 3$1,000 $5,000 $4,+00 +,455 150,000 30,000 $+,000 450,700

1

 

5,400,000

+$7,000 7+,000 $$,00 3$1,000 1$,000

TOTA6 $

TM!

0

a

PEMASANGAN TIANG BETON 1

b

Tiang Beton 13 Meter 350 dAN AKSESOIS  !ro"" Ar# NP. NP. 10  $500##

3

P*"

0

!ro"" Ar# NP. NP. 10  $000##

+

P*"

0

9

P*"

0

Ar# Tie Band 3-+-

3

P*"

0

:o(b/e Ar# Tie +--

3

P*"

0

Bo/t  N(t M.1+  50 ##

3

P*"

0

Bo/t  N(t M.1+  400 ##

+

P*"

0

Pin Po"t I"o/ator $0 K M:;

1$

P*"

0

S("'en"io In"(/ator $0K 6eng
9

P*"

0

Bo/t  N(t M.1+ 8 140 ##

9

P*"

0

6ine Ta' Ta' !onne*tor 70150 ##$

9

P*"

0

A// Binding =ire $0 ##$

1$

Mt

0

A// Ta'e 4 ##$ !(t O(t $$K 100A 2 Bra*
+

Mt

0

9

P*"

0

>("e 6in<

9

P*"

0

Ar# Tie T&'e T&'e 6 50 8 900 ##  750 ##

TOTA6 3

TM ##

1

a

PEMASANGAN TIANG BETON 1

b

Tiang Beton 13 Meter 350 dAN AKSESOIS !ro"" ar# $000 %t&'e t(#'()

1

P*"

1

Ar# ?e t&'e 750 'i'e @ 

1

P*"

1

Bo/t  n(t M 1+84002a"er %do(b/e ar#)

$

P*"

$

$0 K 'in %'in 'o"t) in"(/ator 2"tee/ 'in

3

P*"

3

       

A//(#ini(# binding ire 3,$ ##

$

#tr

$

 

Pre or#ed to' ?e $401507035

3

P*"

 

3 TOTA6

TOTA6 AKFI

90,700

TIANG TM

Bia$a %a&ang R!"

 

Nilai Tunai R!"

50,000.00

3,150,000.00

9,000

4,45$,000

5,000

5+7,000

500

3$+,$00

500

$$7,500

4,000

+,$5,000

'umla( Harga R!"

3,150,000

1$,397,700

50,547,700

50,000

5,400,000

9,000 9,000

+$7,000 +$3,000

500 5,000 5,000 500 9,000 10,000 500 9,000 $,000 5,000 1,000 50,000 70,000

54,000 7+,000 105,050 $$,00 3$,000 3$1,000 $5,000 $4,+00 +,455 150,000 30,000 $+,000 450,700

5,400,000

$,77,+05

,$77,+05

50,000

5,450,000

4,000

+31,000 5,000 4+,+00 97,000 $5,400

9,000 500 5,000 700

5,450,000

$,077,500

 

$,000

$7,100 7,5$7,500 ++,35$,05

II. RENCANA ANGGARAN BIAYA UNTUK %'U NO A B

C

5 E

7

Vol %er Volume 'umla( Harga Satuan Nilai Tunai R!." Satuan Total R!."

Uraian %e)er*aan %ema&angan Lam!u

6a#'( P; 6E: 157 =aH 2 Ar#at(r A00e0ori& Lam!u
7+

           

1

b

7+

109,59$,000

#+,-,/-+++

1 1 4 1 1 1 1 1 1 3 3

b b

7+ 7+

$47,30 +,14,500

1-23#-44+

b b b b b b b b

4 4 4 $ $  1$ 1$

1,$0,300 911,400 57$,0 9,735 9,735  3$5,500 31,990

3-1+1-2+

3,040

Mtr

1,000

4,340,000

2-32+-+++

7+

b

1

34,177,500

32-#66-++

10 7+0 7+0

Mtr Mtr Mtr

7+0 7+0 7+0

39,3+,000 $1,1++,000 ,550,000

1,-+42-+++ //6-/3#-,/+

RAB G NO

A

1 $ B $ 3 4 5 + 7 

C

1 $ 3 4 5 + 5

1 $ 3 4 E

1 $ 3 7

1 $ 3 4 5 + 7  9 10 11 1$ 13 14 15 1+ 17 1 19

1 $

TT Uraian Material

Vol %er Sat

Volume Total

4 $

KONSTRUKSI TM.# Untu) GTT.

$ 1 1

I"o/ator T(#'(

3

+

!ro"" Ar# ;NP 10 8 $+00

1

$

Bending =ire 10## 2 A/. Ta'e 4##

+

1$

Preor#ed To' Tie

3

+

Ne(tra/ In"(/ator An"i 5$$2 Bra*
1

$

Ar# Bra*e 6NP  8 $500

1

$

:o(b/e Ar#ing ;bo/t #.10

3

+

$ $ 3 3 3 $5

$ $ 3 3 3 $5

 1 1 7

 3 1 7

1 $ 1

1 $ 1

1 $ 40 $0  $ $ 1 4 $ 1  $ 4 4 $ 4 $0 $

1 $ 40 $0  $ $ 1 4 $ 1  $ 4 4 $ 4 $0 $

%EMASANGAN TIANG BETON

TIANG BETON 13 METE 350 dAN PON:ASI TIANG BETON 13 METE 350 dAN

CON5UKTOR 8 %ROTECTION

!OSS AM NP. 10  $500 MM :O;B6E AM BAN: 6INE TAPF.TJPE !ONNE!TO 70150MM$ 6IGFTNING AESTE $4 K 5 ;SE 6INK +A M:; N J A $5 MM$ :AA: ; AMPE 2 AESTE GROUN5ING TRA7O

B! :AA: 50 MM$ GO;N: O: 1+ MM $,5 MT GASPIP 1-1,5 MT ; PE6IN:;NG AA:E !OPPE T;BE 50 ## 2 !6AMP RANGKA TEM%AT 5U5UK

ANGKA TEMPAT :;:;K TA>O 6ENGKAP ATIFO;TEN P6ANKEN 50$00$500 MM ATIFO;TEN BES!FEM6AT $000 MM LV. %ANEL

6 PANE6 $GP +30A %;M643,43A,43BP93) !OSS AM NP. +,5$500 MM ( 6.PANE6 NJJ 48 % 1 8 70 ##$ ) Kabe/ !o''er Ti"ted !ab/e 4 % 1 8 50 ##$ ) !OPE T;BE  KABE6 S!FOEN 150 MM$ GEGA6 GASPI $-  + METE 6 BO;= $- (SA6;AN KE6;AAN BA=AF 6 BO;= 3- (SA6;AN MAS;K BA=AF 6 BO;= P! $- (SA6;AN KE6;AAN ATAS 6 BO;= P! 3- (SA6;AN MAS;K ATAS GEGA6 GASPI 3-  + METE !OPE T;BE  KABE6 S!FOEN 70 MM$ !OPE T;BE  KABE6 S!FOEN 50 MM$ BESI KANA6 NP.+,5750 MM K6EM BE;GE6 $- ;GASPI K6EM BE;GE6 3- ;GASPI K6EM BE;GE6 10BO6T  N;T M.1+50 MM B! :AA: 50 MM$

 TANS>OMATO S!NEI:E 3PFS 1+0 KA $0<400 TANS>OMATO S!NEI:E 3PFS 1+0 KA $0<400 Tota/

1 1

1 1

HARGA SATUAN

' '

TOTAL HARGA

4,14,$0$.+$ ' 1+,73+,10.4 $0$,4+1.4$ ' 404,9$$.3

' ' ' ' ' ' '

1+,717.5 1+1,9+9.13 +,74.71 4,7$4.10 37,117.93 $3,+$0.50 $1,595.

' ' ' ' ' ' '

1,01$,307.09 3$3,93.$7 0,94.57 $,344.+0 74,$35.5 47,$41.00 1$9,575.31

' ' ' ' ' '

1+,717.5 $0,$4+.14 $3,+$0.50 +74,71.39 755,55.9+ 1+,71.7

' ' ' ' ' '

337,435.70 40,49$.$ 70,+1.50 $,0$4,+14.17 $,$+7,5+7.7 4$1,794.+$

' ' ' '

1,9+.40 1$,$3.43 1+1,9+9.13 330,73.43

' ' ' '

151,171.19 3$0,59+.0+ 1+1,9+9.13 $,315,1+.9

' ' '

1,+19,+91.34 ' 5,743.57 ' $+,994.+ '

1,+19,+91.34 117,47.14 $+,994.+

' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' '

+41,1$7.$ $93,717.5 3,0$+,$30.71 305,$4+.14 $0,743.57 $,0+7,773.+5 $93,717.5 40,49$.$ 543,717.5 70,49$.$ $0,$4+.14 +,74.71 7,049.$3 30,44.$0 15$,$41.00 93,99.71 $$+,1+.+$ 35+,1$0.50 3$,9+.40

' +41,1$7.$ ' 57,435.70 ' 1$1,049,$$.34 ' +,104,9$$.3 ' 1,++9,94.5+ ' 4,135,547.$9 ' 57,435.70 ' 40,49$.$ ' $,174,71.39 ' 140,94.57 ' $0,$4+.14 ' 53,99.71 ' 14,09.4+ ' 1$1,79$.0 ' +0,9+3.99 ' 17,979.4$ ' 904,74+.50 ' 7,1$$,409.97 ' +5,79$.0

' ' '

10,053,941.75 ' 10,053,941.75 10,053,941.75 ' 10,053,941.75 $33,+70,1$9.90 ' 374,751,47+.51

NO

A

1 $ B $ 3 4 5 + 7  C

1 $ 3 4 5 + 5

1 $ 3 4 E

1 $ 3 7

1 $ 3 4 5 + 7  9 10 11 1$ 13 14 15 1+ 17 1 19 $0 $1 $$ H

1

$

RAB GTT Uraian Material

Vol %er Sat

Volume Total

4 $

KONSTRUKSI TM.# Untu) GTT. I"o/ator T(#'( !ro"" Ar# ;NP 10 8 $+00 Bending =ire 10## 2 A/. Ta'e 4## Preor#ed To' Tie Ne(tra/ In"(/ator An"i 5$$2 Bra*
$ 1 1 3 1 + 3 1 1 3

+ $ 1$ + $ $ +

!OSS AM NP. 10  $500 MM :O;B6E AM BAN: 6INE TAPF.TJPE !ONNE!TO 70150MM$ 6IGFTNING AESTE $4 K 5 ;SE 6INK +A M:; N J A $5 MM$ :AA: ; AMPE 2 AESTE

$ $ 3 3 3 $5

$ $ 3 3 3 $5

 1 1 7

 3 1 7

1 $ 1

1 $ 1

1 $ 40 $0  $ $ 1 4 $ 1  $ 4 4 $ 4 $0 $ 1 1 $

1 $ 40 $0  $ $ 1 4 $ 1  $ 4 4 $ 4 $0 $ 1 1 $

1

1

%EMASANGAN TIANG BETON

TIANG BETON 13 METE 350 dAN PON:ASI TIANG BETON 13 METE 350 dAN

GROUN5ING TRA7O

B! :AA: 50 MM$ GO;N: O: 1+ MM $,5 MT GASPIP 1-1,5 MT ; PE6IN:;NG AA:E !OPPE T;BE 50 ## 2 !6AMP RANGKA TEM%AT 5U5UK

ANGKA TEMPAT :;:;K TA>O 6ENGKAP ATIFO;TEN P6ANKEN 50$00$500 MM ATIFO;TEN BES!FEM6AT $000 MM LV. %ANEL

6 PANE6 $GP +30A %;M643,43A,43BP93) !OSS AM NP. +,5$500 MM ( 6.PANE6 NJJ 48 % 1 8 70 ##$ ) Kabe/ !o''er Ti"ted !ab/e 4 % 1 8 50 ##$ ) !OPE T;BE  KABE6 S!FOEN 150 MM$ GEGA6 GASPI $-  + METE 6 BO;= $- (SA6;AN KE6;AAN BA=AF 6 BO;= 3- (SA6;AN MAS;K BA=AF 6 BO;= P! $- (SA6;AN KE6;AAN ATAS 6 BO;= P! 3- (SA6;AN MAS;K ATAS GEGA6 GASPI 3-  + METE !OPE T;BE  KABE6 S!FOEN 70 MM$ !OPE T;BE  KABE6 S!FOEN 50 MM$ BESI KANA6 NP.+,5750 MM K6EM BE;GE6 $- ;GASPI K6EM BE;GE6 3- ;GASPI K6EM BE;GE6 10BO6T  N;T M.1+50 MM B! :AA: 50 MM$ GO;N: O: 1+ MM $,5 MT GASPIP 1-1,5 MT ; PE6IN:;NG AA:E !OPPE T;BE 50 ## 2 !6AMP TRANS7ORMER

TANS>OMATO S!NEI:E 3PFS 1+0 KA $0<400

 TANS>OMATO S!NEI:E 3PFS 1+0 KA $0<400 Tota/

1

1

HARGA SATUAN

' '

TOTAL HARGA

4,14,$0$.+$ ' $0$,4+1.4$ '

1+,73+,10.4 404,9$$.3

' ' ' ' ' ' '

1+,717.5 1+1,9+9.13 +,74.71 4,7$4.10 37,117.93 $3,+$0.50 $1,595.

' ' ' ' ' ' '

1,01$,307.09 3$3,93.$7 0,94.57 $,344.+0 74,$35.5 47,$41.00 1$9,575.31

' ' ' ' ' '

1+,717.5 $0,$4+.14 $3,+$0.50 +74,71.39 755,55.9+ 1+,71.7

' ' ' ' ' '

337,435.70 40,49$.$ 70,+1.50 $,0$4,+14.17 $,$+7,5+7.7 4$1,794.+$

' ' ' '

1,9+.40 1$,$3.43 1+1,9+9.13 330,73.43

' ' ' '

151,171.19 3$0,59+.0+ 1+1,9+9.13 $,315,1+.9

' ' '

1,+19,+91.34 ' 5,743.57 ' $+,994.+ '

1,+19,+91.34 117,47.14 $+,994.+

' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' '

+41,1$7.$ $93,717.5 3,0$+,$30.71 305,$4+.14 $0,743.57 $,0+7,773.+5 $93,717.5 40,49$.$ 543,717.5 70,49$.$ $0,$4+.14 +,74.71 7,049.$3 30,44.$0 15$,$41.00 93,99.71 $$+,1+.+$ 35+,1$0.50 3$,9+.40 +0,73.43 1+1,9+9.13 105,73.43

'

' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' '

+41,1$7.$ 57,435.70 1$1,049,$$.34 +,104,9$$.3 1,++9,94.5+ 4,135,547.$9 57,435.70 40,49$.$ $,174,71.39 140,94.57 $0,$4+.14 53,99.71 14,09.4+ 1$1,79$.0 +0,9+3.99 17,979.4$ 904,74+.50 7,1$$,409.97 +5,79$.0 +0,73.43 1+1,9+9.13 $11,47+.5

10,053,941.75 '

10,053,941.75

' '

10,053,941.75 ' $33,+70,1$9.90 '

10,053,941.75 374,751,47+.51

III. RENCANA ANGGARAN BIAYA UNTUK %OM%A NO

Vol %er Sat

Uraian %e)er*aan # %anel

BO PANE6 APP PANE6 KONTO6 M!!B 3 >ASA ME6IN GE6IN 3$ A >6OAT6ESS S=IT!F KONTAKTO ;TAMA KONTAKTO BANT; TO 6INE ;P TEMINA6 6AMP; IN:IKATO PO>I6 ; :AN PO>I6 ! ;NBA6AN!E O6TAGE E6AJ $40  50 F A4A O6TMETE $40400 A! AMPEEMETE 510 A

Sat

1 1 P*" 1 P*" 1 P*" 1 P*" 1 P*" 1 P*" $ P*" 1 "et 3 P*" 3 "et 1 "et 1 P*" 1 P*"

Volume Total

Nilai Tunai

'umla( Harga

1 1 1 1 1 1 $ 1 3 3 1 1 1

35$,40 $54,75 $,+04,000 9++,04 $71,$50 130,$00 39,195 35,05 $+,040 $75,+99 459,93$ 113,33 110,453

-,,4-/+1

$0 $0

$,$$+,4$0 1,343,$30

3-1,-1+

1

30,$$5,000

3+-//-+++

/ %eng(antar

S;PEME NJJ 184 ##, 0.+1<%a"a) S;PEME NJJ 18$.5 ##, 0.+1< %netra/)

$0 Meter $0 Meter

3 %om!a

"(b#er"ib/e '(#'

1 P*" TOTAL BIAYA

3,-6,/-41

DAFTAR KEBUTUHAN KABEL DISTRIBUSI Vol %er Material Satuan Nilai Tunai R!" Satuan

NO

1 $ 3 4 5

Kabel AAAC 35 mm2

241.5

meter    

Kabel TC 50 mm2

850.5

meter   

Kabel TC 70 mm3

336

meter   

Kabel NYY 35 mm2

5 +

meter    meter   

Kabel NYY 70 mm2

4,0+1,4$+ 35,37,019 11,191,00+ 1$4,775 5,31,+70

Material

1 NF>;SE $50A 1+0A

1-+63-4,1

 

SUB TOTAL RP.

NO

'umla( Harga R!"

Keleng)a!an %HB TR Vol %er Satuan Nilai Tunai R!" Satuan 2

4 S;B TOTA6 '.

'*" '*"

1-+63-4,1

'umla( Harga R!"

305,550   449,400

62-,+

 

62-,+

III. RENCANA ANGGARAN BIAYA TOTAL

N'

Rekap RAB GTT, L !a"el, #$TR, #$T%, !&$, !'mpa %ater(al &)mla* +ara #at)a"

T'tal

GTT dan LV Panel

1

 GTT 1

1

374,751,477

374,751,477

GTT $

1

374,751,477 Keleng)a!an %anel

374,751,477

$

754,950

754,950

Ke/eng
6+-/6-,+3  TIANG

$

T

$0

TM



KABE6

1$,407,+00

1$,407,+00

++,35$,05 Ke9utu(an %eng(antar

++,35$,05

1

5+,073,9+

5+,073,9+

$$7,$31,9$0

$$7,$31,9$0

%'U

7+

P; TOTAL R!.

3

31/-+11-//#  %OM%A

1

POMPA TOTAL R!.

39,79$,5+

3,-6,/-41 #-#/-##1-,4+

RAB T-ANG TR NO

Uraian Pekerjaan

Vol Per Sat

Sat

1 1

Set Set

1 1 $ $ 3 $

Set Set P*" P*" P*" P*"

TIANG TR  dan Tian! TR "

A 1 $ B 1 $ 3 4 5 +

PE#ASANGAN TIANG BETON T-ANG BT/N 11 %TR 200 AN !/NA#A$$ESSORIES #)pe"('" lamp braket

S("'en"ion */a#' Stain/e"" "tee/ "tri' 0,75 #tr Sto''ing b(*
TOTAL TIANG TR %

A 1 $ B 1 $ 3 4 5 +

PE#ASANGAN TIANG BETON

Set Set

T-ANG BT/N 11 %TR 200 AN !/NA#A$$ESSORIES

Ten"ion bra*
1 1 $ 4 1 3

Set Set P*" P*" P*" P*" TOTAL

TIANG TR &

A 1 $ B 1 $ 3 4 5 + 7  9

PE#ASANGAN TIANG BETON T-ANG BT/N 11 %TR 200 AN !/NA#-

1 1

Set Set

1 1 1 1 4 4 5 4 4

Set Set Set Set P*" P*" P*" P*" '*"

A$$ESSORIES

S("'en"ion */a#' bra*
TOTAL TIANG TR '

A 1 $ B 3 4 5 + 7  9

PE#ASANGAN TIANG BETON T-ANG BT/N 11 %TR 200 AN !/NA#-

1 1

Set Set

$ $ 3 4 1 1 $

P*" P*" P*" P*" P*" Set P*"

A$$ESSORIES

Stain/e"" "tee/ "tri' 0,75 #tr Sto''ing b(*
TOTAL

TOTA6 KESE6;;FAN  KETERANGAN

:

1. FAGA SAT;AN BE6;M TEMAS;K PPN. $. SEM;A MATEIA6 :AI BESI FA;S :I FOT :IP GA6ANIS. 3. MATEIA6 T;NAI :IPEIKSA KE TIM K=A6ITAS BAANG

Vol(0e Total

Nilai T(nai

Har!a Sat(an #aterial R)

1(0la2 Har!a

Pa*an! R)

1 1

1,400,000

1 1 $ $ 3 $

15000 10000 15000 3000 $000 5000

50000 $00 $00 500 500 300 300

1400000 1400000 50000 0 15$00 10$00 31000 0900 7000 +900 10+00 '+,-,,

1 1

1400000

1 1 $ 4 1 3

15000 10000 15000 $000 3000 5000

50000 500 400 500 300 500 700

0 0 1400000 1450000 50000 0 15500 10400 31000 +700 9$00 3500 17100 %&/,,

1 1

1400000

1 1 1 1 4 4 5 4 4

15000 10000 15000 10000 15000 3000 $000 5000 5000

50000 $00 $00 $00 400 500 500 300 700 300

0 0 1400000 1450000 50000 0 15$00 10$00 15$00 10400 1$500 +$000 14000 11500 $$00 $1$00 &%",,

0

1 1

1400000

$ $ 3 4 1 1 $

15000 3000 $000 5000 15000 10000 5000

50000 500 500 300 700 $00 $00 300

0 1400000 1450000 50000 0 31000 7000 +900 103700 $$00 15$00 10$00 10+00 %/,,

1$407+00