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RENCANA ANGGARAN BIAYA
PEKERJAAN
LOKASI
VOLUME
T. A.

:
:
:
:

PENGADAAN JALAN USAHA TANI DI KELURAHAN FATUKOA
KOTA KUPANG
1 (Satu) PAKET
2013

No.

Uraian Pekerjaan

Satuan

Volume
Pekerjaan

b

c

d

I

PEKERJAAN PERSIAPAN

1

Mobilisasi dan Demobilisasi

LS

1,00

-

-

2

Pembersihan Jamija

1

1,00

-

-

a

Harga
Satuan
(Rupiah)
e

Jumlah
Harga-Harga
(Rupiah)
f = (d x e)

JUMLAH HARGA I

-

II

PEKERJAAN TANAH

1

Galian Tanah untuk perlebaran jalan

m3

31,18

-

-

2

Galian Tanah pondasi untuk jembatan

m3

11,20

-

-

3

Urugan tanah peninggihan badan jalan

m3

61,50

-

-

4

Urugan Tanah peninggihan oprit dgn pemadatan

m3

12,30

-

-

JUMLAH HARGA II

-

III

PEKERJAAN PASANGAN

1

Anstamping batu kali

m3

2,00

-

-

2

Pasangan batu kali 1pc : 4psr untuk pangkal

m3

13,86

-

-

3

Pasangan batu kali 1 pc : 4 Psr utk oprit

m3

14,96

-

-

4

Plesteran 1pc : 3 prs

m2

24,60

-

-

5

Tembok lining 50 cm

m3

0,75

-

-

6

Acian permukaan tembok

m2

34,10

-

-

JUMLAH HARGA II
IV

-

1

PEKERJAAN BETON
(Beton K250.250)
Beton bantalan perletakan 25/35

m3

0,53

-

-

2

Balok beton 30/60

m3

2,29

-

-

Diafragma 25/50

m3

1,13

-

-

3

Plat beton t = 25 cm

m3

4,35

-

-

4

Balok tepi 25/50

m3

0,73

-

-

JUMLAH HARGA II

-

V

PEKERJAAN PERKERASAN JALAN

1

Urugan bahu jalan 2 x 0,50 m t = 10 cm dipadatkan
dengan Stamper

m3

903,15

-

-

2

Urugan badan jalan dengan Tanah putih tebal 20 cm
dipadatkan dgn alat

m3

5.679,79

-

-

JUMLAH HARGA II

-

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  • 1. RENCANA ANGGARAN BIAYA PEKERJAAN LOKASI VOLUME T. A. : : : : PENGADAAN JALAN USAHA TANI DI KELURAHAN FATUKOA KOTA KUPANG 1 (Satu) PAKET 2013 No. Uraian Pekerjaan Satuan Volume Pekerjaan b c d I PEKERJAAN PERSIAPAN 1 Mobilisasi dan Demobilisasi LS 1,00 - - 2 Pembersihan Jamija 1 1,00 - - a Harga Satuan (Rupiah) e Jumlah Harga-Harga (Rupiah) f = (d x e) JUMLAH HARGA I - II PEKERJAAN TANAH 1 Galian Tanah untuk perlebaran jalan m3 31,18 - - 2 Galian Tanah pondasi untuk jembatan m3 11,20 - - 3 Urugan tanah peninggihan badan jalan m3 61,50 - - 4 Urugan Tanah peninggihan oprit dgn pemadatan m3 12,30 - - JUMLAH HARGA II - III PEKERJAAN PASANGAN 1 Anstamping batu kali m3 2,00 - - 2 Pasangan batu kali 1pc : 4psr untuk pangkal m3 13,86 - - 3 Pasangan batu kali 1 pc : 4 Psr utk oprit m3 14,96 - - 4 Plesteran 1pc : 3 prs m2 24,60 - - 5 Tembok lining 50 cm m3 0,75 - - 6 Acian permukaan tembok m2 34,10 - - JUMLAH HARGA II IV - 1 PEKERJAAN BETON (Beton K250.250) Beton bantalan perletakan 25/35 m3 0,53 - - 2 Balok beton 30/60 m3 2,29 - - Diafragma 25/50 m3 1,13 - - 3 Plat beton t = 25 cm m3 4,35 - - 4 Balok tepi 25/50 m3 0,73 - - JUMLAH HARGA II - V PEKERJAAN PERKERASAN JALAN 1 Urugan bahu jalan 2 x 0,50 m t = 10 cm dipadatkan dengan Stamper m3 903,15 - - 2 Urugan badan jalan dengan Tanah putih tebal 20 cm dipadatkan dgn alat m3 5.679,79 - - JUMLAH HARGA II -