06. RAB Jembatan Beton RJM

5m P = 12 T 2.1

TINGGI = 4.8

P = 1 2 T 2 .1

5m

P = 16 M T 2.5

P = 16 M T 2.5

P = 16 M T 2.5

P = 16 M T 2.5

HARGA SATUAN BAHAN UPAH DAN ALAT NO

URAIAN

SATUAN

HARGA

BAHAN

1 Batu Kali

m3

Rp

75,000

2 Pasir

m3

Rp

150,000

3 Kerikil 2/3

m3

Rp

160,000

4 Se Semen Gresik ( 50 kg 

!ak

Rp

64,000

5 Besi " 16

l#r

Rp

160,000

6 Besi " 12

l#r

Rp

6$,000

7 Besi " 10

l#r

Rp

4$,000

$ Besi " $

l#r

Rp

42,000

% Besi " 6

l#r

Rp

27,000

10 Ben&rat

kg

Rp

15,000

11 Pi Pipa 'an& Ril " 2,5 

)tg

Rp

375,000

12 Pipa P*+  3/4 

)tg

Rp

20,000

13 Pipa P*+  2,5 

)tg

Rp

60,000

14 15 16 17 1$

)# ikat kg l)r l)r

Rp Rp Rp Rp Rp

25,000 $,000 25,000 %0,000 7,000

Karet -an&asan .#uk +at Besi riplek 5 mm Papan )egesting 2/20  200

DATA DATA PENDUKUNG PENDU KUNG LAINNY LAINN YA

K:BP:8; K8+:9::; 8S: S;
KAB. MAGETAN KEC. PANEKAN REJOMULYO DUSUN SEKANCIL

<

RIPTO PRIHARTONO, ST

P="K

KUNTADI SUWANDONO,S.Sos

%5

NIP : 19630527198611 1 001

5$

;.P PK :;GG:K:8R 8K;.S =8;.S K8G.::; 1 KR:; =8;.S K8G.::; 2

NUR SOFRUDIN, SE

SUYATNO 21 9aret 2012 9ua#irin =em)atan Betn

P> 6 ? -> 3 alu& Bagian =em)atan

KR:;

31 m

G:9B:R

G:9B:R R8;+:;:

27

PERHITUNGAN VOLUME PEKERJAAN / TAKE OFF SHEET 0.5

0.7

0.7

I

6.0

II 0.4 IV 1.5

III

2.1 0.2

5 0.2

1.0

Volume Pasangan Pondasi Pias Luas Lebar Volume Luas Tot I 3.15 3.5 11.03 II 3. 3.5 13.65 III 3.15 3.5 11.03 IV 2.00 3.5 7.00 Volume !o"#asi 42.70

Total !asa"&a"

Volume Galian

Po"#asi

+1.5 , 2.1 , 3.5- , 2 sisi

=

22.05 m3

*!rit

++1.5 , 1.2-+0.6 , 0.6--%2 , 18 ++1.5 , 1.2-+0.6 , 0.6--%2 , 18 ++1.5 , 1.2-+0.6 , 0.6--%2 , 13 ++1.5 , 1.2-+0.6 , 0.6--%2 , 13

= = = =

1.44 1.44 14.04 14.04

(a)a!

+0.8 , 0.8 , 10- , 4 sisi

=

25.60 m3

Talu#

, , , , , ,

= = = = = =

, , , , , , Volume Galia" Total

=

0.00 0.00 0.00 0.00 0.00 0.00

m3 m3 m3 m3

m3 m3 m3 m3 m3 m3

114.61 m3

278.39

PERHITUNGAN VOLUME PEKERJAAN / TAKE OFF SHEET No 1

Uraian

Panjang

Lebar

Tinggi

Luas

Vou!e

3.00

0.20

18.00

3.60 m3

Perhitungan Plat Beton

3.00

6.00

6.00 0.20 2

Pembesian Plat Jembatan 3.00

= ((3/0,15)+1)x6x2

 12 mm - 15 cm 6.00

 12 mm - 15 cm 3

Pembesian Tiang Hand Rail

015 m

252.00

23.00 ljr

246.00

23.00 ljr

= ((6/0,15)+1)x3x2

No "

Uraian

Panjang

Pembesian Balok Jembatan

Lebar

Tinggi

Luas

0.20

0.50

1.20

Vou!e

.

/e&el  10  15 2  16

6.00

1.20 m3

2  12 2  12

4  12

4  16 25 Tul Poo 8  12

Tul 9tama 6  16 /e&el  10  15

#

Perhitungan Begesting

96.00 72.00

9.00 ljr 7.00 ljr

123.00

12.00 ljr

=((6/0,15)+1)x1.5 x2

%&l '&n

3.60 m3 0.22 m3 1.20

12

58.00

10

17.00

300/15

ANALISA PERHITUNGAN JEM$ATAN PLAT $ETON No A/( SNI

Uraian

Anaisa

Gaian Tana& Prja Pasangan $a%u Kai ( ) " Pon*asi 'a" bal mn (50 $) Par pala "an$

1.1000 3.2600 0.5200 0.0500

Tua"&

0.5000

Peer'a

1.2500

Sa+a' Je!ba%an ( ) " 'a" bal mn (50 $) Par pala "an$

1.1000 3.2600 0.5200 0.0500

Tua"&

0.5000

Peer'a

1.2500

O'ri% ( ) " 'a" bal mn (50 $) Par

1.1000 3.2600 0 5200

0.7500

Vou!e

Kebu%u&an

114.61 m3

85.96 *

Harga sa%

$a&an

30,000

3,438,300

85.4 85.4 85.4 85.4 85.4 85.4

m3 m3 m3 m3 m3 m3

93.94 278.40 44.41 4.27 42.70 106.75

m3 a m3 * * *

75,000 64,000 150,000 40,000 40,000 30,000

7,045,500 17,817,900 6,661,200

69.60 69.60 69.60 69.6 69.60 69.60

m3 m3 m3 m3 m3 m3

76.56 226.90 36.19 3.48 34.80 87.00

m3 a m3 * * *

75,000 64,000 150,000 40,000 40,000 30,000

5,742,000 14,521,300 5,428,800

75,000 64,000 150 000

23,273,300 58,857,300 22 003 800

282.10 m3 282.10 m3 282 10 m3

310.31 m3 919.65 a 146 69 m3

U'a&

227,700 2,277,300 4,270,000

185,600 1,856,000 3,480,000

ANALISA PERHITUNGAN JEM$ATAN PLAT $ETON No

Uraian aa 'nra "an$ ' pala "an$ Prja i&i%ung Peran0a&/$eges%ing Papan b$n$ 2 /20 . '$n$ 5/7 x 300 Pa"  a!" p "an$ Prja F1 I / 2

Anaisa 2.0000 7.5000 2.5000 7.5000

Vou!e 6.696 m3 6.696 m3 6.696 m3 6.696 m3

1.5000 2.0000 0.2500 0.2917 0.0292 0.1167

0 0 12 12 12

m2 m2 m2 m2 m2 m2

0.1667

24 m

Kebu%u&an 13.39 $ 50.22 * 16.74 * 50.22 * 63.00 31.00 5.00 3.50 0.35 1.40

lbr b$ $ * * *

Harga sa% 15,000 40,000 40,000 30,000

$a&an 200,900

7,000 25,000 14,000 40,000 40,000 30,000 -

441,000 775,000 70,000

375,000

1,500,000

U'a& 2,678,400 892,800 2,008,800

186,700 18,700 56,000 -

Pe,1 San*aran ;a"# raill #ia 25<

4.00 b$

(3242.34555

"#42--4655

Prja

"an$

p "an$

3,438,300

227,700 2,277,300 4,270,000 38,299,600

185,600 1,856,000 31,213,700

3,480,000

2,678,400 892,800 2,008,800

186,700 18,700 56,000

-742634.55

("47(74355

-4(524655

an&r

-

-

-

8

<rm7e

PNPM-Mandiri Perdesaan

RENCANA ANGGARAN BIAYA

Prpinsi @ Ka)upaten @ Keamatan @ esa @ URAIAN

1 2 3 4 5 6 7 $ % 10 11 12 13 14 15

1 2 3 4 5 6

BAHAN Batu Kali Pasir Kerikil 2/3 Semen ( 50 kg  Besi " 16 Besi " 12 Besi " 10 Ben&rat Pipa 'an& Ril " 2,5  +at Besi Papan )egesting 2/20  400 Kau 4/6  4 m Bam)u Paku ana rug ALAT Prasasti Papan nama prek Sekp Selang tim)angan ali Senar 8m)er

=:A: .9R 9:G8:; K8+ P:;8K:; R8="9-C" VOLUME Dar# Dar# Satuan T"ta! S$a%a&a PNPM'MP ) >a) a & 4$100 120 36100 m3 23100 20 21100 m3 500  500 m3 1,47000  1,47000 !ak $00  $00 l#r $600  $600 l#r 1%00  1%00 l#r 1300  1300 kg 400 2 200 )tg 200  200 kg 6300  6300 l)r 3100  3100 )tg 1500 10 500 )tg 500  500 kg 2$200  2$200 m3

1 1 1 10 6 10

     10

1 1 1 10 6 0

) ) ) m rl )

; R:B Pgram =enis Kegiatan kuran/imensi Harga Kat7g"r# Satuan B#a&a ( Rp. ) D e 75,000 150,000 160,000 64,000 160,000 6$,000 4$,000 15,000 375,000 25,000 7,000 25,000 10,000 14,000 45,000 Su* T"ta! + 300,000 150,000 30,000 3,000 3,000 10,000

@ 01 @ P;P9 9P =em)atan Betn P> 6 ? -> 3 Ju!ah S$a%a&a ( Rp. ) g>)D %,000,000 3,000,000       750,000    100,000   +,-/0-000      100,000

Ju!ah PNPM MP ( Rp. )  >   D 27,075,000 31,650,000 $00,000 %4,0$0,000 1,2$0,000 5,$4$,000 %12,000 1%5,000 750,000 50,000 441,000 775,000 50,000 70,000 12,6%0,000 +12-222-000

300,000 150,000 30,000 30,000 1$,000 

%5,000 6$,000

$,170,000 1,2%2,000 %,462,000

5,$4$,000 %12,000 6,760,000

2,702,000

PNPM-Mandiri Perdesaan Kab Magetan 2012

RENCANA ANGGARAN BIAYA SUMBER DANA DARI S9ADAYA MASYARAKAT

Prpinsi Ka)upaten Keamatan esa

@ @ @ @

=aa imur ;gai K8+ P:;8K:; R8="9-C"

; R:B @ 02 Pgram @ PNPM-MP =enis Kegiatan @ =em)atan Betn kuran/imensi @ P> 6 ? -> 3 *"-98

R:.:;

tal *lume a

*lume P;P9 )>a

*lume Sa&aa >&Fe

Sa&aa Selain ang &

Sa&aa ang e

'arga Satuan Satuan ( Rp  D

g

;ilai Sa&aa Selain ang ( Rp 

;ilai Sa&aa ang ( Rp 

>&g

i>eg

=umla tal #(>Rp  F i

BAHAN

Batu Kali Pasir Kerikil 2/3 Semen ( 50 kg  Besi " 16 Besi " 12 Besi " 10 Ben&rat Pipa 'an& Ril " 2,5  +at Besi Papan )egesting 2/20  400 Kau 4/6  4 m Bam)u Paku ana rug ALAT Prasasti Papan nama prek Sekp Selang tim)angan ali Senar 8m)er Sea 9len UPAH Peker#a ukang

4$100 23100 500 1,47000 $00 $600 1%00 1300 400 200 6300 3100 1500 500 2$200

361 211 5 1,470 $ $6 1% 13 2 2 63 31 5 5 2$2

120 20       2    10  

120 m3 75,000 20 m3 150,000 m3 160,000 !ak 64,000 l#r 160,000 l#r 6$,000 l#r 4$,000 kg 15,000 2 )tg 375,000 kg 25,000 l)r 7,000 )tg 25,000 10 )tg 10,000 kg 14,000 m3 45,000 Su* T"ta! + )

               '

%,000,000 3,000,000       750,000    100,000   +,-/0-000

%,000,000 3,000,000       750,000    100,000   +,-/0-000

1 1 1 10 6 10 15

1 1 1 10 6  

     10 15

20 7%5

20 645

 

) 300,000 ) 150,000 ) 30,000 m 3,000 rl 3,000 10 ) 10,000 15 ari 150,000 Su* T"ta! , ) '"K 30,000 '"K 40,000 Su* T"ta! 3 ) TOTAL BIAYA S9ADAYA Swadaya Selain Uang Swadaya Uang

       '   '  

     100,000 2,250,000 ,-3/0-000   ' 15,200,000

     100,000 2,250,000 ,-3/0-000   ' 15,200,000  15,200,000

Sumber Dana D#87tu:u# O!7hP#"K

D#p7r#68a
15,200,000 D#*uat O!7hKetua PK

PNPM-Mandiri Perdesaan Magetan 2012

<rm $)

REKAPITULASI RENCANA ANGGARAN BIAYA ( R'RAB ) Prpinsi @ =aa imur Ka)upaten @ 9agetan

;

=enis Prasarana @ =em)atan Betn

Kegiatan kuran =umla ; R:B

raian

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PNPM .

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SWADAYA

@ @ @ @

PNPM

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1 02

SWADAYA


PNPM

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PNPM

SWADAYA

176,666,000

12,$50,000

$31

176,666,000

12,$50,000

$31

52$,000

2,350,000

13

52$,000

2,350,000

13

157

35,7%0,000

35,7%0,000 Ju!ah


Keamatan esa

212,%$4,000

 15,200,000

100







212,%$4,000



157

15,200,000

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6,726,000

300

"perasinal PK 3 

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22$,1$4,000 35,7%0,000

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100

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15,200,000

10000

1000

35,7%0,000



1000



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

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35,7%0,000



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35,7%0,000

=umla pa

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1.5 1.5 010 02

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0.2

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PO!ONGAN $ & $


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3

060

075

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060

GAMBAR RENCANA PR"P.;S. =:A: .9R K:BP:8; 9agetan KEC. PANEKAN DESA REJOMULYO =8;.S PR:S:R:;:

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Plat /eto" /ertula"& am!. 123 00 Plestera" am!. 14

Jembatan Beton

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PO!ONGAN A & A


K;:. SA:;";",SSs ;.P @ 1%6305271%$611 1 001

020  1220

GAMBAR RENCANA PR"P.;S. =:A: .9R K:B 9:G8:; KEC. PANEKAN 8S: REJOMULYO =8;.S PR:S:R:;:

 12  20

050  12  15

 12  15

020

Jembatan Beton

6

-"K:S. S; S8K:;+.=- G:9B:R

070

P'NU(ANGAN $A(O) (AN*A"

H

etail Penulangan


 6  10

68 020 0


015

P'NU(ANGAN $A(O) *A+RAG%A 0.75

1.50

*'!A( P'NU(ANGAN $A(O) G'(AGAR

0.75


K;:. SA:;";",SSs ;.P @ 1%6305271%$611 1 001

01 5

015

3 010

010

GAMBAR RENCANA PR"P.;S. =:A: .9R K:BP:8; 9:G8:; KEC. PANEKAN DESA REJOMULYO =8;.S PR:S:R:;:

0.10  8  15 Pi!a GI  2 <

0.40  12  15

 8  10

 12  15

0.40

Jembatan Beton

-"K:S. DUSUN SEKANCIL =- G:9B:R

0.20 0.30 H

0.75

0.75

1.5

etail Penulangan

i)uat "le @

2  16

PK / KP9

*'!A( P'NU(ANGAN (AN!A P(A!

(e"&a"&  10  15

2  12


4  12 4  16

2  12

2  16

1

2

 1015

PO!ONGAN 1 & 1

2  12

0.50

2  16

1

2

8  12

4  16 /e&el  10  15

2  12

4  12


2  12


4  16

PO!ONGAN 2 & 2 K;:. SA:;";",SSs ;.P @ 1%6305271%$611 1 001

030


Ta"a 9ru&

Ta"a 9ru&

030

(uli"&a"  I'u

Plestera" am!. 1  3

200

200

Pas. /atu $ali am!. 1  4

080

080

GAMBAR RENCANA PR"P.;S. =:A: .9R K:BP:8; ;G:A. K8+ P:;8K:; 8S: REJOMULYO =8;.S PR:S:R:;: Jembatan Beton

080

PO!. %'(N!ANG "A#AP 2 anang  10 m


Ta"a 9ru&

(uli"&a"  I'u

-"K:S. S; S8K:;+.=- G:9B:R

080

030

Plestera" am!. 1  3

030


Ta"a 9ru&

H

Ptngan 9elintang Saap i)uat "le @ PK / KP9


200 200

0.8

Pas. /atu $ali am!. 1  4

080

0.80

080




)e,u-uan "a/a em,a-an  ∗ ∗ ∗ ∗

Pa"'a"& Volume Talu# Vol. Galia" Ta"a Luas Plester

   

40.00 65.32 32.60 16.00

m mB mB mC

;:. SA:;";",SS ;.P @ 1%6305271%$611 1 001

!P! 1  2  ∗ ∗ ∗ ∗ ∗

2600

Pa"'a"& Volume Talu# Vol. Galia" Ta"a Luas Plester Volume Ta"a 9ru&

    

52.00 122.20 44.20 20.80 58.00

m mB mB mC mC

T1

T0

$*D

Jembatan Beton

Titi 0

GAMBAR RENCANA PR"P.;S. =:A: .9R K:BP:8; ;G:A. KEC. PANEKAN DESA REJOMULYO =8;.S PR:S:R:;:

1

;

4.00 1.00

/

1.50 0.50

A

1.00 0.40

-"K:S. S; S8K:;+.=- G:9B:R P"";G:; 98-.;:;G :- 350


0.30

0.30


;

;


/

/

A

PO!. !P! 1  2 anang  26 m

A


;:. SA:;";",SS ;.P @ 1%6305271%$611 1 001

0 00 m

2  12

2  12

1

2

 1015 2  12

0.40

1 2  12

2

075 2  12

8  12

GAMBAR RENCANA PR"P.;S. =:A: .9R K:BP:8; ;G:A. K8+ P:;8K:; 8S: R8="9-C" =8;.S PR:S:R:;: JMBATAN BT!N


-"K:S. S; S8K:;+.=- G:9B:R

4.00 etail Penulangan Balk 2  12

(e"&a"&  10  15

2  12


4  12 4  12


PO!ONGAN 1 & 1 K;:. SA:;";",SSs isetu#ui "le
2  12

/e&el  10  15

2  12

4  12

2  12


4  12

PO!ONGAN 2 & 2

K;:. SA:;";",SSs ;.P @ 1%6305271%$611 1 001

06. RAB Jembatan Beton RJM

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