260422209-06-RAB-Jembatan-Beton-RJM.xls

5m P = 12 T 2.1

TINGGI =

2.1 12 T= P

m5

P = 16 M T 2.5

4.8

P = 16 M T 2.5

HARGA SATUAN BAHAN UPAH DAN ALAT NO

URAIAN

SATUAN

HARGA

BAHAN

1 Batu Kali

m3

2 Pasir 3 Kerikil 2/3 4S emenGresik(50kg

Rp

m3

75,000

Rp

m3

150,000

Rp

160,000

!ak

Rp

5 Besi" 16

l#r

Rp

160,000

64,000

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

10 Ben&rat

27,000

kg

Rp

)tg

12 PipaP*+3/4

)tg

Rp

20,000

13 PipaP*+2,5

)tg

Rp

60,000

14 15 16 17 1$ 1% 20

Karet-an&asan .#uk +at Besi riplek5mm Papan)egesting2/20200 Kau4/63 m Bam)u

21 22 23 24 25

Plat-45455 Paku usuk Paku Reng Kaat)en&rat ana rug

ALAT 1 Prasasti 2P apannamaprek 3 Sekp 4 Selangtim)angan 5 ali Senar 6 8m)er 7 Sea9len $ Upah 1 Peker#a 2 ukang

Rp

15,000

11P ipa'an&Ril"2,5

375,000

)# Rp 25,000 ikat Rp $,000 kg Rp 25,000 l)r Rp %0,000 l)r Rp 7,000 )tg Rp 25,000 )tg Rp 10,000 l#r kg kg kg m3

Rp Rp Rp Rp Rp

%0,000 14,000 14,000 15,000 45,000

) ) ) m rl ) ari

Rp Rp Rp Rp Rp Rp Rp

300,000 150,000 30,000 3,000 3,000 10,000 150,000

'"K '"K

Rp Rp

30,000 40,000

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

RIPTO PRIHARTONO, ST

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

KUNTADI SUWANDONO,S.Sos NIP : 19630527198611 1 001

SUYATNO 219aret2012 9ua#irin =em)atan Betn

KR:;

31 m

G:9B:R

G:9B:RR8;+:;:

P>6?->3 alu& Bagian =em)atan

%5 5$ 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

5

0.2

0.2 1.0

Volume Pasangan Pondasi Pias Luas Lebar Volume LuasTot 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 Vol. Po"#asi $a%$i 85.40

Volume Pasangan $e&iata"

a

t

(a)a!

# b

*!rit%TPT

Volume Galian

a 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30

t 2.00 2.00 2.00 2.00 5.20 1.50 5.20 1.50 5.20 1.50 5.20 1.50

#

b 0.80 0.80 0.80 0.80 1.50 0.60 1.50 0.60 1.50 0.60 1.50 0.60

0.80 0.80 0.80 0.80 1.20 0.60 1.20 0.60 1.20 0.60 1.20 0.60

Luas Pa"'a"& 1.74 10.00 1.74 10.00 1.74 10.00 1.74 10.00 5.70 18.00 1.04 5.70 18.00 1.04 5.70 13.00 1.04 5.70 13.00 1.04 0.00 0.00 0.00 0.00 0.00 0.00

Volume 17.40 17.40 17.40 17.40

Total !asa"&a"

278.39

60.62 60.62 43.78 43.78 0.00 0.00 0.00 0.00 0.00 0.00

Po"#asi

+1.5,2.1,3.5-,2sisi

*!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

(a)a!

+0.8 , 0.8, 104sisi ,

Talu# ,,

=

22.05 m3

= = = =

1.44 m3 1.44m 3 14.04m 3 14.04m 3

=

25.60 m3

,,

,, ,, ,, ,,

=

= 0.00 m3

= = = =

0.00 0.00 0.00 0.00

Volume Galia" Total

0.00 m3

m3 m3 m3 m3 =

114.61 m3

Volume /eto" = ++0.2 , 0.7-++0.7  0.2- , 0.2- , 3. = 1.68 m3

0.2

* 12 20

/esi  12 = +++0.70.20.70.20.2-+0.70.20.70.20.2-,++3.5%02-1--+12,3.5--,2-%12

= * 12  20

0.7

0.2

20

/t&

/alo Tum!u am!. 1  2  3

Pa!a" be&esti"& = +0.5  0.2- , 3.5 = 2.45 m2

0.7

URUGAN OPR!

(ebela $iri !a"'a"& o!rit 18 m lebar 3.5 ti"&&i 5.2 m (ebela $iri !a"'a"& o!rit 13 m lebar 3.5 ti"&&i 5.2 m total

=

163.8 m3 118.3 m3 282.1 m3

,2

PERHITUNGAN VOLUME PEKERJAAN / TAKE OFF SHEET No 1

Uraian

Panjang

Lebar Tinggi Luas

Vou!e

Perhitungan Plat Beton

3.00

6.00

3.00

0.20

18.00

3.60

m3

6.00 0.20 2

Pembesian Plat Jembatan 3.00

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

 12 mm - 15 cm

23.00 ljr

246.00

23.00 ljr

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

6.00

 12 mm - 15 cm 3

252.00

Pembesian Tiang Hand Rail

015 m

1.20

0.15

###

0.02

0.22

m3

1 m

4   12 mm

= 4 x 1,2 x 6

/e&el  10  15

No "

3.00 ljr

46.80

5.00 ljr

=(1,2/0,1)+1)x0,6x6

Uraian Pembesian Balok Jembatan

28.80

Panjang .

Lebar Tinggi Luas

Vou!e

/e&el  10  15 2  16

6.00

0.20

0.50

1.20

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

96.00 72.00 =((6/0,15)+1)x1.5 x2

9.00 ljr 7.00 ljr

123.00 #

12.00 ljr

Perhitungan Begesting

Papan 2/20 x 200 m =(6x3)+0,2x8x6

63.00 lbr

a!" 4/6 x 3 m =((6/0,3)+1)x3 93.00

31.00 b$

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

SNI

SNI

Anaisa

0.7500

Vou!e

114.61 m3

Kebu%u&an

85.96 *

93.94 m3 278.40 a 44.41 m3

Hargasa%

30,000

1.1000 3.2600 0.5200

85.4 m3 85.4 m3 85.4 m3

75,000 64,000 150,000

0.0500

85.4 m3 85.4 m3 85.4 m3

4.27 * 42.70 * 106.75 *

40,000 40,000 30,000

69.60 m3 69.60 m3 69.60 m3 69.6 m3 69.60 m3 69.60 m3

76.56 m3 226.90 a 36.19 m3 3.48 * 34.80 * 87.00 *

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

310.31 919.65 146.69 14.11

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

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 $) Par pala"an$

1.1000 3.2600 0.5200 0.0500

Tua"&

0.5000

Peer'a

1.2500

Tau) ' ( # 'a"bal mn(50$) Par pala"an$

1.1000 2.7200 0.5440 0.0500

Tua"&

0.5000

Peer'a

1.2500

Pe,erjaan $e%on $e%on $er%uang ' ( - ( . mn (50 $) Par rl p"an$

6.8000 0.5400 0.8200 0.0833

6.696 m3 6.696 m3 6.696 m3 6.696 m3

45.53 a 3.62 m3 5.49 m3 0.56 *

64,000 150,000 160,000 40,000

"an$ Prja

0.8333 5.0000

6.696m 3 6.696 m3

5.58 * 33.48 *

40,000 30,000

Pe!besian ' : 10 ' : 12 ' : 16 aa'nra "an$' pala"an$ Prja

1.1000 1.1000 1.1000 2.0000 7.5000 2.5000 7.5000

17.00 b$ 78.00 b$ 7.00 b$ 6.696 m3 6.696 m3 6.696 m3 6.696 m3

18.70 b$ 85.80 b$ 7.70 b$ 13.39 $ 50.22 * 16.74 * 50.22 *

48,000 68,000 160,000 15,000 40,000 40,000 30,000

282.10 282.10 282.10 282.10

m3 m3 m3 m3

m3 a m3 *

$a&an

282.10 m3 282.10 m3

141.05 * 352.63 *

40,000 30,000

0.00m 3 0.00 m3 0.00m 3 0.00 m3 0.00 m3 0.00 m3

- m3 - a - m3 - * - * - *

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

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

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

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

-

2,914,100 542,400 878,500

897,600 5,834,400 1,232,000 200,900

ANALISA PERHITUNGAN JEM$ATAN PLAT $ETON No Uraian i&i%ung Peran0a&/$eges%ing Papan b$n$ 2 /20 . '$n$ 5/7 x 300 Pa" a!" p"an$ Prja F1 I / 2

Pe,1 San)aran ;a"# raill #ia 25<

Anaisa 1.5000 2.0000 0.2500 0.2917 0.0292 0.1167

0.1667

Vou!e m2 0 m2 0 m2 12 m2 12 m2 12 m2

24 m

Kebu%u&an

Hargasa%

63.00 lbr 31.00 b$ 5.00 $ 3.50 * 0.35 * 1.40 *

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

4.00 b$

375,000

$a&an 441,000 775,000 70,000

1,500,000 '3242.34555

U+a& Prja 3,438,300

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

4,270,000 38,299,600

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

31,213,700

3,480,000

752,300 7,522,700 14,105,000

14,105,000

-

29,800 297,600 1,339,200

1,339,200

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

2,008,800

U+a&

186,700 18,700 56,000 -

"#42--4655

56,000

-742634.55

"an$

2,277,300

p "an$ an&r

227,700

-

185,600 1,856,000 -

752,300 7,522,700 -

29,800 297,600 -

2,678,400 892,800

186,700 18,700 -

'"47'74355

-4'524655

8

<rm7e

PNPM-Mandiri Perdesaan

RENCANA ANGGARAN BIAYA

Prpinsi Ka)upaten Keamatan esa

@ @ @ @

=:A:.9R ;R:B @01 9:G8:; Pgram @P;P99P K8+P:;8K:; =enisKegiatan =em)atanBetn R8="9-C" kuran/imensi P>6?->3 VOLUME Harga Ju!ah Ju!ah Kat7g"r# D a r# Da r# S a t ua n S$ a %a & a PNP MM P URAIAN Satuan B#a&a T"ta! S $ a % a & a P NPM ' M P (Rp .) (Rp.) (Rp .) ) >a) D g>)D >D BAHAN a & e 1 BatuKali 4$100 120 3 6100 m3 75,000 % ,000,000 27,075,000 2P asir 23100 20 21100 m3 150,000 3,000,000 31,650,000 3K erikil2/3 500  5 00 m3 160,000  $00,000 4 Semen (50kg 1,47000  1,47000 !ak 64,000  %4,0$0,000 5B esi "16 $00  $00 l#r 160,000  1 ,2$0,000 6B esi "12 $600  $600 l#r 6$,000  5,$4$,000 7B esi "10 1%00  1%00 l#r 4$,000  %12,000 $B en&rat 1300  1300 kg 15,000  1 %5,000 % Pipa 'an& Ril " 2,5  400 2 200 )tg 375,000 750,000 750,000 10+ atBesi 200  200 kg 25,000  50,000 11 Papan )egesting 2/20  400 6300  6300 l)r 7,000  441,000 12 Kau4/64m 3100  3100 )tg 25,000  775,000 13B am)u 1500 10 5 00 )tg 10,000 100,000 50,000 14 Paku 500  500 kg 14,000  70,000 15 anarug 2$200  2$200 m3 45,000  12,6%0,000 Su * T"ta! + +, - /0 -0 00 +1 2- 22 2- 00 0 ALAT 1 Prasasti 1  1 ) 300,000  300,000 2P apannamaprek 1  1 ) 150,000  150,000 3 Sekp 1  1 ) 30,000  30,000 4 Selangtim)angan 10  10 m 3,000  30,000 5 ali Senar 6  6 rl 3,000  1$,000 6 8m)er 10 10 0 ) 10,000 100,000  7S ea9len 15 15  ari 150,000 2,250,000 

S u * T" ta! ,

,- 3 /0 -00 0

/, - 0 00

UPAH

1 Peker#a 2 ukang Kepalaukang

71700 31700 4000

000 000

717 '"K 317 '"K 40

30,000 40,000 40,000 S u * T" ta ! 3

  

Rp Total Biaya (PNPM MP + Swadaya)

Sumber Dana

,,-+5-000 Rp

Total Biaya PNPM MP Total Biaya Swadaya

21,510,000 12,6$0,000 1,600,000 ' 3 / -1 40 -00 0

Rp

,+,-45-000 +/-,00-000

R8="9-C" 21 9aret 2012

+atatan @ Sum)angan laan ti&ak &imasukkan R:B tetapi &ilaprkan &engan Drm 6a, 6) &an 6 Sum)angan &alam )entuk )aan, upa, &an alat &itulis &alam klm Elume &ari sa&aa "perasinal PK &ilaprkan pa&a Drm Rekapitulasi

D# 6 7 ta h u # P#"K

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

D# p 7r# 6 8 a
D* u a "t! 7 h KetuaPK

R.P"PR.':R";",S

SC:;"

%5,000 6$,000

$,170,000 5,$4$,000 1,2%2,000 %12,000 %,462,000 6,760,000

2,702,000

PNPM-Mandiri Perdesaan Kab Magetan 2012

RENCANA ANGGARAN BIAYA SUMBE R 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 3-> ? 6P> @ *"-98

R:.:;

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

tal *lume *lume P;P9 a  e aF> &) > &

*lume Sa&aa e

Sa&aa Selain ang D

4$100 23100 500

361 211 5

120 20 

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

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

     2    10  

'arga Satuan Satuan Sa&aa ( Rp  ang g g  &> g  e > i F> # 120 m3 20 m3 m3

;ilai Sa&aa Selain ang ( Rp 

;ilai Sa&aa ang ( Rp 

=umla tal ( Rp 

75,000 150,000 160,000

  

%,000,000 3,000,000 

!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! + )

           

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

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

     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

'

%,000,000 3,000,000 

ALAT

Prasasti Papan nama prek Sekp Selang tim)angan ali Senar 8m)er Sea 9len UPAH Peker#a ukang

1 1 1 10 6 10 15

1 1 1 10 6  

     10 15

20 7%5

20 645

 

Sumber Dana D # 8 7 t u :O u #!7 h P#"K

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

D #p 7 r#68a
R.P"PR.':R";",S

) 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 D# * u O a t! 7h Ketua PK

SC:;" R8="9-C"

       '

  '

 

15,200,000

PNPM-Mandiri Perdesaan Magetan 2012

<rm $)

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

;

=enisPrasarana@ =em)atanBetn

raian

Kegiatan @ =em)atan Betn kuran @ P> 6 ? -> 3 =umla @ 1 ; R:B @ 01

PNPM .

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Kegiatan @ kuran @  =umla ; R:B

SWADAYA

B)t @ @

1 02

PNPM

Kegiatan @ kuran @  =umla ; R:B

SWADAYA

PNPM

B)t @ @

SWADAYA

PNPM

SWADAYA

12,$50,000

$31

176,666,000

12,$50,000

52$,000

2,350,000

13

52$,000

2,350,000

Ju!ah 212,%$4,000



15,200,000

157

100

35,7%0,000 





212,%$4,000



15,200,000

4,4$4,000

"perasinal PK 3  22$,1$4,000 35,7%0,000



=umla Biaa pa Pengumpulan Baan



=umla Biaa pa

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35,7%0,000 4000

100









35,7%0,000 000

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15,200,000

10000



1000

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'"K

'"K

  4000

R8="9-C" 21 9aret 2012 P#"K

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35,7%0,000

100

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13 157

300 ,,5-+45-000

1000

$31

200

6,726,000

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176,666,000

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=umla Biaa pa Knstruksi

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100 '"K 

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!P! 1 "#P 1

Jembatan Beton

!P! 2

$

-"K:S. S; S8K:;+.=- G:9B:R

1000 150

D7nah J7*atan

A i)uat "le @ 1000

A

1000

PK / KP9

SC:;" iperiksa "le < eknik Keamatan

"#P 3

!P! 3

"#P 2

1000

$ "#P 4

R.P" PR.':R";", S isetu#ui "le
!P! 4 P?@?PT

.r ':R. B. S iketaui "le P#"K

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

6.0

150

0.2

1.2

1.2

1.2

GAMBAR RENCANA PR"P.;S. =:A: .9R K:B 9:G8:; K8+ P:;8K:; 8S: R8="9-C" =8;.S PR:S:R:;:

150

0.2

Jembatan Beton 00

P?@?PT

-"K:S. S; S8K:;+.=- G:9B:R

2012

Pi!a GI  2 <

0.7 H

/alo Gela&ar /eto" /ertula"&

%A$

5.20

Ptngan B  B i)uat "le @ PK / KP9

4.50 5%

40 AM


1.5 1.5 010 02

02

2.1

0.2

0.4

0.2

2.1 Pas. /atu $ali 1  4

PO!ONGAN $ & $


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3

060

075

1.5

060

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

075 P?@?PT

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

Jembatan Beton -"K:S. DUSUN SEKANCIL =- G:9B:R

050

H

Pas. /atu $ali 1  4

320

Ptngan :  :

i)uat "le @ 200

PK / KP9

SC:;" iperiksa "le < eknik Keamatan 020 080

160

010

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 020  12  15

Jembatan Beton

6

-"K:S. S; S8K:;+.=- G:9B:R

070

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

H

etail Penulangan

i)uat "le @ PK / KP9

 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

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(e"&a"&  10  15

2  12


4  12 4  16

2  12

2  16

1

2

 1015

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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

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200

200

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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:;:

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PO!. %'(N!ANG 1 anang  10 "A#AP m

Ta"a 9ru&

(uli"&a"  I'u

-"K:S. S; S8K:;+.=- G:9B:R

080

080

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H

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0.8

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080

0.80

080

PO!. %'(N!ANG "A#AP 3 anang  10 m

PO!. %'(N!ANG "A#AP 4 anang  10 m


)e,u-uan "a/a em,a-an 

∗

Pa"'a"& VolumeTalu# Vol. Galia" Ta"a LuasPlester

  

40.00 65.32 32.60 16.00

m mB mB mC

∗

Volume Ta"a 9ru&



425.50

mC

∗ ∗ ∗



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

!P! 1  2  ∗ ∗ ∗ ∗ ∗

2600

Pa"'a"& VolumeTalu# Vol. Galia"Ta"a LuasPlester 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

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1

;

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/

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A

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PO!. !P! 1  2 anang  26 m

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2  12

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1

2

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0.40

1 2  12

2

075 2  12

8  12

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JMBATAN BT!N


-"K:S. S; S8K:;+.=- G:9B:R

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(e"&a"&  10  15

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4  12

2  12 4  12

PO!ONGAN 2 & 2


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

0.10 0.20 0.12 0.40

0.10 0.10

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0.40

8S:

0.40

GAMBAR RENCANA PR"P.;S. =:A: .9R K:BP:8; ;G:A. K8+ P:;8K:; R8="9-C" =8;.S PR:S:R:;:

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m

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0.50

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@ "le i)uat PK / KP9

*'!A( A$U!%'N! 0.10  6  15 Pi!a GI  2 <

 6  20

0.40  12  15


 12  15

0.40 0.20

K;:. SA:;";",SSs isetu#ui "le
0.20 .r ':R. B. S iketaui "le P#"K

*'!A( P'NU(ANGAN (AN!A P(A! K;:. SA:;";",SSs ;.P @ 1%6305271%$611 1 001

260422209-06-RAB-Jembatan-Beton-RJM.xls

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