Rab Jembatan Sederhana

SURVEY LOKASI JEMBATAN JEMBATAN KALENWEDI RT 04 RW 01

PROP. JAWA TENGAH KAB. CILACAP KEC. PATIMUAN

T$!"l l"(#"  T$!"l )$l")"'  T()) B$!"* 

DESA

Cimrutu

Mu&" "' B"(' MAB 

Mu&" "' ('/"l MAN 

TANGGAL SURVEY Jul-17

B$(#"() !$'*% 

D!u"# Ol

%$DATA SURVEY JEMBATAN Su!&%

No.

1

Lokasi

Du*u( K"l$(+$,

Jeis Kostruksi

B$#(

Kepala Jembata

Sa!ap

L$!"'

B$(#"()

MAN

MAB

TB

TG

TL

P

T

M

M

M

M

M

M

M

M

M

1 .5

8.25

0 .5

2

0 .7

0 .3

0.2

5

2

Catata

 A

T & & &

& & &

D

130

B

T()) P(,"* L$!"' P(,"* L$!"' *$2"#u L$!"' K$2"l" D"l"/ &"&

T = 1,5 + MAB + TB + TG + TL B = 0,4 - 0,7 T k = 0,1 T

4.600 m 1.8 m 0.46 m

A = 0,2 - 0,3 T

0.9 m

D = 0,17 - 0,25 T

0.9 m

1 /

A. PEKERJAAN JEMBATAN UKURAN 1,5 X 8,5 m' 1. Pondasi dan Abutmen Jembatan VOLUME GALIAN A 50

Jenis Pekerjaan

50

1. Pondasi Abutment

Asumsi

Lbr bawah

Tinggi

Panjang

Jumlah

Volume

(m)

(m)

(m)

(buah)

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2.93

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D

7

150

VOLUME PASANGAN BATU Jenis Pekerjaan

". Sa!ap Jembata 0,30

2, 340

0,6

0,7

Lbr atas

Tinggi

Panjang

Jumlah

Volume

(m)

(m)

(m)

(m)

(buah)

(m3)

1. Pondasi Abutment

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20.24

50

VOLUME BAHAN DAN UPAH Jenis Pekerjaan

90

,ahan-

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ANALISA VOLUME &EMBATAN PLAT BETON BE'TULANG VOLUME BETON 10

Jenis Pekerjaan

10

Lebar bawah

T

Panjang

Jumlah

Volume

(m)

(m)

(m)

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1. Sandaran

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50

TOTAL O 8 - 15

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3.2(

VOLUME BAHAN DAN UPAH

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: O 15

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(Analisa P/ P5 S67 "3% item '.1")

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Volume 1 (;udukan lat)

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1.!3

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31.&3

VOLUME BAHAN DAN UPAH ,ahan-

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Rekapitulasi Perhitungan Take O !heet " TO!

a. Galian Tanah Material $eker&a

at!a"

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'ari

2.19

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b. Pasangan Batu (Masonry) Material

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m3

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55.04

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RENCANA ANGGARAN BIAYA PROPINSI

: Jawa Tengah

KABUPATEN

: C!a"a#

KECAMATAN

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DESA

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1$000

1$00

12%

1,$,2%

(%$(//$%00 -