Download - e.e Drainase Balehumara, Mando

8/16/2019 e.e Drainase Balehumara, Mando

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TABEL HARGA BESIHARGA

TERENDAH TERTINGGI

100 Err:509 4,926,250.00

105 Err:509 5,043,912.50

110 Err:509 5,161,575.00125 Err:509 5,514,562.50

140 Err:509 5,867,550.00

150 Err:509 6,102,875.00

155 Err:509 6,220,537.50

175 Err:509 6,691,187.50

225 Err:509 7,867,812.50

250 Err:509 Err:509

275 Err:509 Err:509

300 Err:509 Err:509

350 Err:509 Err:509

375 Err:509 Err:509

400 Err:509 Err:509

BERATBESI


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HARGA SATUAN DASAR### : ###

:

: DRAINASE KELURAHAN BALEHUMARA

: ###

:

:

NO BAHAN BANGUNAN & UPAH SATUAN

A. HARGA SATUAN BAHAN

A.1. BAHAN BANGUNAN LOKAL

I. BATU DASAR / KALI / GUNUNG *)

- Batu Gunung / Kali m3

- Batu ex Vulkanis m3

- m3

- Batu Belah uk. 10 - 15 cm m3



- m3- Kerikil m3

- Batu Bata uk. Standar Bh

- Bata Cetak Semen 1!5 "#x15x$5% Bh

- Bata Cetak Semen 1!5 "11x15x30% Bh

- Batu &lam Bh

- '(ster Bet(n uk. $0x$0 cm Bh

- )*uk m$

II. PASIR & TANAH *)

- +asir ,rug / Sirtu m3

- +asir asang m3

- +asir Bet(n / Kuarsa m3- anah Biasa / ,rug m3

- anah umus m3

III. BAHAN KAYU / BAMBU

KAYU KLAS I

- Bal(k Besi m3

- +aan inggua m3

- Bal(k inggua m3

KAYU KLAS II

- +aan +eka / Sui m3

- m3- m3

- m3

- m3

- Bal(k (ade 5/10 m3

- Bal(k (ade #/1$ m3

- Bal(k (ade !/1$ m3

- (tara (ade !/ m3

- m3

- m3

2 eralis r(l ka4u unar(/ugis h

KAYU KLAS III- +aan Ka4u m3

BAMBU

- Bamu Kalaengatu dia. -# ,*g

Batu Belah uk. $/3 (Split)

Kerikil alus (jagung)

+aan Bunar(/Bugis (sejenis)+aan Gumahe / 6antu (sejenis) 3.5 cm

+aan Gumahe / 6antu (sejenis) 2.5 cm

Bal(k Bunar(/Bugis (sejenis)

(tara / Kas( (ade 5/7 (sejenis)

(tara / Kas( 6antu 5/7 (sejenis)


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- Bamu aadi ,*g


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A.2. BAHAN FABRIKASI

SEMEN

- +.C. (nasa 50 Kg ak

- +.C. iga '(da 50 Kg ak

- +.C. B(s(8a 50 Kg ak

- Semen +utih !0 Kg ak

- Semen 8arna Kg

BESI

Bes Be!" B$s$

- a. dia. mm - 1$ m9 $.# Kg.

- . dia. # mm - 1$ m9 5 Kg.

- c. dia. 10 mm - 1$ m9 7.# Kg.

- d. dia. 1$ mm - 1$ m9 11 Kg.- e. dia. 1! mm - 1$ m9 1! Kg.

- :. dia. 1 mm - 1$ m9 $0 Kg.

- g. dia. 1; mm - 1$ m9 $# Kg.

- h. dia. $$ mm - 1$ m9 3$ Kg.

- Harga Besi Rata-Rata K%

Bes S' S'(e

- 30 x 30 x 3 ,*g

- !0 x !0 x ! ,*g

- 50 x 50 x 5 ,*g

- 70 x 70 x 7 ,*g

Bes P$! S!(- ! mm x 5 cm x ! m9 ,*g

arga esi rata-rata Kg

K$+$!

- Ka8at Bet(n Kg

- Ka8at &4am m$

- Ka8at arm(nika m$

-


5/43


6/43

$00A000.00

$$0A000.00

350A000.00

$00A000.00

300A000.00

$50A000.00

$50A000.00$50A000.00

1A$50.00

1A#00.00

$A500.00

$A500.00

1$A750.00

10A$50.00

$00A000.00

$50A000.00

$00A000.00$00A000.00

17$A000.00

;A000A000.00

!A00A000.00

!A00A000.00

3A100A000.00

3A100A000.00$A100A000.00

$A100A000.00

$A100A000.00

$A100A000.00

$A100A000.00

$A100A000.00

$A100A000.00

$A100A000.00

$A100A000.00

1#A500.00

1A750A000.00

15A500.00

HARGA SATUAN

0R(.)


7/43

HARGA SATUAN0R(.)

$0A500.00


8/43

HARGA SATUAN0R(.)

100A000.00

100A000.00

100A000.00

1$1A000.00

1A000.00

15A!#0.00

13A#0.00

1$A30.00

11A##0.0011A!0.00

1$A30.00

15A000.00

1!A##0.00

1314.44

11$A500.00

1#7A500.00

337A500.00

!#7A500.00

100A000.00

A500.00

$0A500.00

$0A500.00

30A500.00

#A;00.00$0A500.00

3A100.003A100.00

$0A500.00

55A$50.00

!0A$50.00

1#A$50.00

1#0A$50.00

A$50.00

$3A000.00

$0A$50.00

15A$50.0030A$50.00

$5A$50.00

15A$50.00

$7A$50.00

30A$50.00

35A$50.00

$5A$50.00

$5A$50.00


9/43

HARGA SATUAN0R(.)

0A000.00

5A000.0070A000.00

75A000.00

75A000.00

75A000.00

75A000.00

75A000.00

#0A000.00

#0A000.00

#0A000.00

#REF!

#REF!

#REF!


10/43

Hal. 10

ANALISA HARGA SATUAN PEKER5AAN KONSTRU

## : #REF6

:


:

:

:

NO.URAIAN

7OL. SAT.PEKER5AAN / TENAGA / BAHAN

1 Pe. G$$ T$$- B$s$ 1.444

- +eker*a idak erlatih 0.750 (rg 0A000.00

- >and(r 0.0$0 (rg 70A000.00

2 Pe. G$$ T$$- Ke$s 1.444


- >and(r 0.030 (rg 70A000.00

Pe. G$$ T$$- Ke$s/,$8$s 1.444

- +eker*a idak erlatih $.500 (rg 0A000.00

- >and(r 0.1!0 (rg 70A000.00

3 Pe. U'%$ T$$- 8($8$!$ 0$-$ 88$!$ 1.444

- anah ,rug 1.100 m3 $00A000.00


- >and(r 0.0$0 (rg 70A000.00

9 Pee$$ U'%$ e$ 0$-$ se!e($!) 1.444 - +eker*a idak erlatih 0.50 (rg 0A000.00

- >and(r 0.0$5 (rg 70A000.00

; Pee$$ U'%$ P$s 0$-$ 88$!$%$) 1.444

- +asir ,rug / timunan "sirtu% 1.150 m3 $00A000.00


- >and(r 0.010 (rg 70A000.00

< Pee$$ U'%$ T$$- H''s 1.444

- anah umus 1.150 m3 17$A000.00

- +eker*a idak erlatih 0.$50 (rg 0A000.00

- >and(r 0.010 (rg 70A000.00

= P$s$%$ B$!' K"s"% 1.444

HARGASATUAN

0R()


11/43

Hal. 11

NO.URAIAN


HARGASATUAN

0R()

- Batu kali / gunung 1.100 m3 $00A000.00

- +asir urug 0.0#0 m3 $00A000.00


- >and(r 0.075 (rg 70A000.00

> P$s$%$ B$!' K"s"% ?B$!' A%'s@ 1.444

- Batu &ngus Vulkanis 1.100 m3 $$0A000.00

- +asir urug 0.0#0 m3 $00A000.00


- >and(r 0.075 (rg 70A000.00

14 Pee$$ R$$! Ke 1.444

- Kerikil 1.100 m3 $50A000.00

- +eker*a idak erlatih 0.130 (rg 0A000.00- >and(r 0.0$5 (rg 70A000.00

11 P$s. B$!' K$ / B$!' e$- S(. 1: 3 1.444

- Batu Kali/Gunung 1.100 m3 $00A000.00

- +asir asang 0.!10 m3 $50A000.00

- Semen " 50 Kg % 3.$50 Dak 100A000.00

- ukang Batu 1.$00 (rg 75A000.00

- Keala ukang 0.1$0 (rg #0A000.00

- +eker*a erlatih $.000 (rg 5A000.00



12/43

Hal. 12

NO.URAIAN


HARGASATUAN

0R()

12 Pe. Be!" Be!'$% 1:2: 1.444

Memakai Besi 100 kg/m3

a.Pasangan Cor Beton Struktur Sp. 1:2:3

- +asir +asang 0.500 m3 $50A000.00

- Batu +ecah uk.$/3 "slit% 0.5!0 m3 350A000.00

- Semen "50 Kg% .7$0 Dak 100A000.00

- ukang atu 1.000 (rg 75A000.00

- Keala ukang 0.100 (rg #0A000.00


- +eker*a idak erlatih !.000 (rg 0A000.00

b.Pembesian 100 kg/m3

- Besi Bet(n +(l(s/,lir 100.000 kg 13A!10.00

- Bendrat / Ka8at Bet(n $.000 kg $0A500.00- ukang Besi .750 (rg 75A000.00

- Keala tukang esi $.$50 (rg #0A000.00

- +eker*a erlatih 3.000 (rg 5A000.00


c.Bekisting / Cetakan

- +aan/(tara ka4u kls ))) 0.!00 m3 1A750A000.00

- +aku $? - ? $.000 kg $5A$50.00

- ukang Ka4u $.000 (rg 75A000.00

- Keala tukang Ka4u 0.$00 (rg #0A000.00


d.Peniraman dan Pembongkaran

- +eker*a tidak terlatih $.000 (rg 0A000.00

1 +ek. Bet(n Bertulang 1$3

Me$$ Bes 149 % / 1.444

- +ek. c(r et(n 1$3

- +emesian 105 kg/m3

- Bekisting / Cetakan

- +en4iraman


Me$$ Bes 114 %/ 1.444

- +ek. c(r et(n 1$3- +emesian 110 kg/m3


- +en4iraman


Me$$ Bes 129 % / 1.444

- +ek. c(r et(n 1$3

- +emesian 1$5 kg/m3


- +en4iraman

1; +ek. Bet(n Bertulang 1$3

Me$$ Bes 134 % / 1.444 - +ek. c(r et(n 1$3

- +emesian 1!0 kg/m3


13/43

Hal. 13

NO.URAIAN


HARGASATUAN

0R()


- +en4iraman

1< +ek. Bet(n Bertulang 1$3

Me$$ Bes 194 % / 1.444

- +ek. c(r et(n 1$3



- +en4iraman

1= +ek. Bet(n Bertulang 1$3

Me$$ Bes 199 % / 1.444

- +ek. c(r et(n 1$3



- +en4iraman

1> +ek. Bet(n Bertulang 1$3

Me$$ Bes 1


14/43

Hal. 14

NO.URAIAN


HARGASATUAN

0R()

24 Bet(n Bertulang 1$3

Me$$ Bes 229 %/ 1.444

- +ek. c(r et(n 1$3

- +emesian $$5 kg/m3


- +en4iraman

21 Pe.Be!" T'' 1 : : 9 1.444

- Semen "50 Kg% 3.#50 Dak 100A000.00

- +asir +asang 0.503 m3 $50A000.00

- Kerikil 0.#30 m3 $50A000.00

- ukang atu 0.500 (rg 75A000.00

- Keala ukang 0.050 (rg #0A000.00



22 Pe.Be!" T'' 1 : 2 : 3 1.444

- Semen "50 Kg% !.1$0 Dak 100A000.00

- +asir +asang 0.3#0 m3 $50A000.00

- Kerikil 0.#0 m3 $50A000.00

- ukang atu 0.;00 (rg 75A000.00

- Keala ukang 0.100 (rg #0A000.00



- >and(r 0.300 (rg 70A000.00

2 Pe.Be!" T'' 1 : : ; 1.444

- Semen "50 Kg% 3.3;$ Dak 100A000.00

- +asir +asang 0.500 m3 $50A000.00

- Kerikil 1.000 m3 $50A000.00

- ukang atu 0.500 (rg 75A000.00

- Keala ukang 0.050 (rg #0A000.00



- >and(r 0.300 (rg 70A000.00

23 Pe. Pes!e$ 1 : 9 !e$ 19 1.444 2

- Semen "50 Kg% 0.11$ Dak 100A000.00- +asir +asang 0.011 m3 $50A000.00

- ukang atu 0.150 (rg 75A000.00

- Keala ukang 0.015 (rg #0A000.00

- +eker*a erlatih 0.!00 (rg 5A000.00

- >and(r 0.0$0 (rg 70A000.00

29 Pe. Pes!e$ 1 : 3 !e$ 1.9 1.444 2

- Semen "50 Kg% 0.10! Dak 100A000.00

- +asir +asang 0.0$1 m3 $50A000.00

- ukang atu 0.$00 (rg 75A000.00

- Keala ukang 0.0$0 (rg #0A000.00

- +eker*a erlatih 0.!00 (rg 5A000.00- >and(r 0.0$0 (rg 70A000.00


15/43

Hal. 15

NO.URAIAN


HARGASATUAN

0R()

2; Pe. Pes!e$ 1 : !e$ 1.9 1.444 2

- Semen "50 Kg% 0.130 Dak 100A000.00

- +asir +asang 0.01; m3 $50A000.00

- ukang atu 0.$00 (rg 75A000.00

- Keala ukang 0.0$0 (rg #0A000.00

- +eker*a erlatih 0.!00 (rg 5A000.00

- >and(r 0.0$0 (rg 70A000.00

2< 10 m$ &cian em(k

- Semen +utih !0 Kg 1.000 kg 3A0$5.00

- &melas 1$.000 r 3A100.00

- >amerkalk $.500 kg A$50.00

- ukang Cat 0.030 (rg 75A000.00

- Keala tukang Cat 0.1#0 (rg #0A000.00- +eker*a erlatih 0.1#0 (rg 5A000.00

Pe. G"s" A$ Te" 1.444 2


16/43

Hal. 16

SI

3;344.44

!5A000.00

1A!00.00

;2144.44

0A000.00

$A100.00

19>=44.44

150A000.00

;A#00.00

2>344.44

$$0A000.00

1#A000.00

1A!00.00

34


17/43

Hal. 17

5UMLAHHARGA

0R()

$$0A000.00

1A000.00

;0A000.00

5A$50.00

9294.44

$!$A000.00

1A000.00

;0A000.00

5A$50.00

2=3994.44

$75A000.00

7A#00.001A750.00

>


18/43

Hal. 18

5UMLAHHARGA

0R()

3>2;294.44

13>444.44

1$5A000.00

1#;A000.00

7$A000.00

75A000.00

#A000.00

130A000.00

$!0A000.00

29294.44

1A3!1A000.00

!1A000.0050A$50.00

1#0A000.00

1;5A000.00

;0A000.00

1413444.44

700A000.00

50A500.00

150A000.00

1A000.00

;7A500.00

124444.44

1$0A000.00

943>12.94

1A!3;A000.00

$A!70A;1$.50

1A01!A000.00

1$0A000.00

91;19


19/43

Hal. 19

5UMLAHHARGA

0R()

1A01!A000.00

1$0A000.00

;142=


20/43

Hal. 20

5UMLAHHARGA

0R()


21/43

Hal. 21

5UMLAHHARGA

0R()

;1


22/43

Hal. 22

HARGA SATUAN PEKER5AAN KONSTRUKSI

## : #REF6:


:

:

:

NO.U R A I A N


1 +ek. Galian anah Biasa 1.000 m3 !A!00.00

$ +ek. Galian anah Keras 1.000 m3 $A100.00

3 +ek. Galian anah Keras/+adas 1.000 m3 15;A#00.00

! +ek. ,rugan anah diadatkan 1.000 m3 $3;A!00.00

5 +eker*aan ,rugan kemali 1.000 m3 !0A750.00

+eker*aan ,rugan +asir 1.000 m3 $!#A700.00

7 +eker*aan ,rugan anah umus 1.000 m3 $13A500.00

# +asangan Batu K(s(ng 1.000 m3 331A$50.00

; +asangan Batu K(s(ng Batu &ngus 1.000 m3 353A$50.00

10 +eker*aan 'aat Kerikil 1.000 m3 $#!A550.00

11 +as. Batu Kali / Batu elah S. 1 ! 1.000 m3 ;73A100.00

1$ +ek. Bet(n Bertulang Besi 100 kg/m3 1.000 m3 !A;$A$50.0013 +ek. Bet(n Bertulang Besi 105 kg / m3 1.000 m3 5A0!3A;1$.50

1! +ek. Bet(n Bertulang Besi 110 kg/m3 1.000 m3 5A11A575.00

15 +ek. Bet(n Bertulang Besi 1$5 kg / m3 1.000 m3 5A51!A5$.50

1 +ek. Bet(n Bertulang Besi 1!0 kg / m3 1.000 m3 5A#7A550.00

17 +ek. Bet(n Bertulang Besi 150 kg / m3 1.000 m3 A10$A#75.00

1# +ek. Bet(n Bertulang Besi 155 kg / m3 1.000 m3 A$$0A537.50

1; +ek. Bet(n Bertulang Besi 175 kg / m3 1.000 m3 A;1A1#7.50

$0 +ek. Bet(n Bertulang Besi $$5 kg/m3 1.000 m3 7A#7A#1$.50

$1 +ek.Bet(n umuk 1 3 5 1.000 m3 1A037A$50.00

$$ +ek.Bet(n umuk 1 $ ! 1.000 m3 1A1##A500.00

$3 +ek.Bet(n umuk 1 3 1.000 m3 1A1!A700.00

$! +ek. +lesteran 1 $ teal 1A5 cm 1.000 m$ 53A#00.00$5 +ek. +lesteran 1 ! teal 1.000 m$ 5;A50.00

$ +ek. +lesteran 1 3 teal 1.000 m$ 1A750.00

$7 +ek. G(s(kA &cian em(k 1.000 m$ #A!$0.00

#REF!

#REF!

## #REF!

Jopris Kawoka, Amd. TS #REF!

5UMLAH HARGA

0R()


23/43

Hal. 23

NO.U R A I A N


5UMLAH HARGA

0R()

##


24/43

DAFTAR KUANTITAS DAN HARGA

0 ENGINEER ESTIMATE )

KEGIATAN : PENINGKATAN SARANA DAN PRASARANA TEMPAT KER5

PEKER5AAN : PEMBANGUNAN KANTOR BUPATI SITARO

7OLUME : M

LOKASI : ONDONG KE,. SIAU BARAT

TAHUN ANGGARAN : 244<

NO URAIAN 5ENIS PEKER5AAN / KEGIATAN SAT. 7OL. HSPK

I PEKER5AAN PERSIAPAN

1 +emersihan (kasi / +em(ngkaran +aket 1.000 500A000.00

$ +engukuran / +asang B(8lank +aket 1.000 750A000.00

3 +eker*aan Stelleng / +erancah +aket 1.000 750A000.00

! +asang aan nama +r(4ek +aket 1.000 500A000.00

5 Eualit4 C(ntr(l / +engu*ian a(rat(rium +aket 1.000 1A500A000.00

II PEKER5AAN TANAH

1 Galian anah m3 ;1.1 !A!00.00

$ imunan anah Kemali m3 $$.;0! !0A750.00

3 ,rugan +asir dia8ah lantai m3 !1.00 $!#A700.00

! ,rugan anah dia8ah lantai m3 1!5.$#0 $3;A!00.00

III PEKER5AAN METSEL / BETON

1 imrisan Batu K(s(ng m3 $1.0 331A$50.00

$ +as. +(ndasi Batu Kali S. 1 ! m3 ;;.11 ;73A100.00

3 +as.


25/43


7 PEKER5AAN KAYU / KOSEN

1 K(sen +intuA HendelaA Vent. k4. Kls )) m3 $.310 2rr50;

$ +as. K(sen / +intu Iier Glass 4e 0 Set #.000 2rr50;

3 +as.


26/43


7II PEKER5AAN KA,A / PENGGANTUNG

1 +as. 2ngsel +intu !? "Standar% Bh #7.000 2rr50;

$ +as. 2ngsel Hendela !? "Standar% Bh $10.000 2rr50;

3 +as. arikan Hendela "Standar% Bh $10.000 2rr50;

! +as. Gerendel Hendela "Standar% Bh $10.000 2rr50;5 +as. Kait &ngin "Standar% Bh $10.000 2rr50;

+as. Kunci 3 eJers "Standar% Bh $;.000 2rr50;

7 +as. 2san4(let Bh #.000 2rr50;

7III PEKER5AAN INSTALASI AIR / SANITASI

1 +en4amungan )nstalasi &ir +aket 50A000.00

$ +as. +ia )nstalasi &ir m9 $0.000 2rr50;

3 +as. asta:el m9 $.000 2rr50;

! +as. Cl(set H(ngk(k ,nit 1.000 2rr50;

5 +as. Cl(set


27/43

APARATUR

3444444.44

500A000.00

750A000.00

750A000.00

500A000.00

1A500A000.00

94142

7A17!A#75.00

;A!!;A77;.0

2rr50;

2rr50;

30A$0!A7$0.00

1A$!$A7$0.00

$A71A3!!.00

#A$$!A355.$5

2rr50;

###

$51A1$0A$.##

105A051A!3.75!A55A$11.75

10A#73A17;.;

;A;;$A#0;.$0

5A05A;0.$5

$11A$!0A7#;.3#

5A;11A050.00

!A3#1A#50.00

5$A7$#A#!0.00

$$A710A;30.00

1!#A$7$A3;;.5

!;A1#0A$$#.13

$$A531A#1!.5030!A55A5$0.00

1A10!A11!.00

$1A731A3.30

5UMLAH HARGA

0R(.


28/43

5UMLAH HARGA

0R(.E:94>

2rr50;

2rr50;

2rr50;

A0#!A!0!.;;

2rr50;

2rr50;

2rr50;

2rr50;

2rr50;

2rr50;


29/43

5UMLAH HARGA

0R(.

E:94>

2rr50;

2rr50;

2rr50;

2rr50;2rr50;

2rr50;

2rr50;

E:94>

-

2rr50;

2rr50;

2rr50;

2rr50;

2rr50;

2rr50;2rr50;

2rr50;

E:94>

2rr50;

1394444.44

700A000.00

500A000.00

$50A000.00

!A000A000.00

50A310A$7$.!0

2rr50;

FFF

2rr50;

2rr50;

2rr50;

2rr50;

2rr50;

1A!50A000.00

2rr50;2rr50;

2rr50;

2rr50;


30/43

BILL OF ANTIT"

BO $%ROGRA& ' %E&BANGNAN INFRASRTKTR %ERDESAAN

KEGIATAN ' %ENATAAN LINGKNGAN %E&KI&AN

%EKERJAAN ' DRAINASE BALEH&ARA

(OL&E ' ) SAT$ %AKET

LOKASI ' KE*. TAGLANDANG

TAHN ANGGARAN ' +)-

NO RAIAN JENIS %EKERJAAN KEGIATAN SAT. (OL. HS%K

A. %EKERJAAN %ERSIA%AN

1 &a'a() &a*a( Na+a &r-/ LS 1.00 250,000.00

2 &()/ra( Da( &a'a() *la(/ LS 1.00 500,000.00

B. %EKERJAAN TANAH

1 %ala( a(a +3 34.73 60,000.00

*. %EKERJAAN STRKTR DAN BETON

1 &a'a()a( a al S& 1 : 4 +3 25.00 687,959.00

2 r ( +/ a+*. 1 : 3 : 5 +3 40.00 920,314.00

3 r ( Sr/r a+*. 1 : 2 : 3 +3 6.50 3,924,632.10

D. %EKERJAAN %LESTERAN

1 &l'ra( a+*. 1 : 4 +2 130.00 59,650.00

E. %EKERJAAN LAIN/LAIN

1 D/+(a' a( &la*ra( LS 1.00 500,000.00

2 &+r'a( A/r LS 1.00 300,000.00

A. &EERAAN &ERSA&AN

. &EERAAN ANAH

. &EERAAN &ONDAS

D. &EERAAN &LESERAN

E. &EERAAN LANLAN

A ; "MLAH AYA ONSR"S

; &&N 10< = A

; "MLAH

D ; D"LAAN

rla() : S0ra12s 321a R2pia4

O((), N>+

ONS"LAN &ERENANA%T. SARANA GER&INA *I%TA

M()a &?aa &+a

a() *a ar-

Jopris Kawoka, Amd. TS IS&IAT" LE&BO,

a'a Dr/r N&. 19810621 200902


31/43



32/43

56,.

250,000.00

500,000.00

+,78,7.

2,083,800.00

59,6+),:-8.:6

17,198,975.00

36,812,560.00

25,510,108.65

5,56-,6.

7,754,500.00

7,.

500,000.00

300,000.00

750,000.00

2,083,800.00

79,521,643.657,754,500.00

800,000.00

90,909,943.65

9,090,994.37

100,000,938.02

100,000,000.00

r 2014

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a,

ST

2 001

J&LAH HARGA

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34/43

CV. >&62G& 2S&')ALEH"MARA, E. A%"LANDAN%. EL&. 0432 ; 330135

A"&AEN E&L. SARO

DAFTAR KANTITAS HARGA

%ROGRA& ' %E&BANGNAN INFRASRTKTR %ERDESAAN





TAHN ANGGARAN ' +)-



1 &a'a() &a*a( Na+a &r-/ LS 1.00 750,000.00

2 &()/ra( Da( &a'a() *la(/ LS 1.00 750,000.00

B. %EKERJAAN TANAH1 %ala( a(a +3 34.73 75,750.00


1 &a'a()a( a al S& 1 : 4 +3 25.00 661,491.50

2 r ( +/ a+*. 1 : 3 : 5 +3 40.00 1,212,000.00

3 r ( Sr/r a+*. 1 : 2 : 3 +3 6.50 1,595,000.00


1 &l'ra( a+*. 1 : 4 +2 130.00 72,020.00


1 D/+(a' a( &la*ra( LS 1.00 1,000,000.002 &+r'a( A/r LS 1.00 1,000,000.00

A. &EERAAN &ERSA&AN

. &EERAAN ANAH

. &EERAAN &ONDAS

D. &EERAAN &LESERAN

E. &EERAAN LANLAN


; &&N 10< = A

; "MLAH

D ; D"LAAN

rla() : SE&BILAN %LH SE&BILAN JTA SE&BILAN RATS ENA& %LH %LH ENA& RIB

O((), 12 N>+

DSE"" OLEH D"A OLEH

@. MANDO ME%AH LESAR @. MANDO ME%AH L

%INGKAN %ETRA*IA "ERIEER

DRE"R &M&NAN EN


35/43



36/43

),6,.

750,000.00

750,000.00

+,:8,595.62,630,797.50

56,87-,575.6

16,537,287.50

48,480,000.00

10,367,500.00

9,8:+,:.

9,362,600.00

+,,.

1,000,000.001,000,000.00

1,500,000.00

2,630,797.50

75,384,787.50

9,362,600.00

2,000,000.00

90,878,185.00

9,087,818.5099,966,003.50

99,966,000.00

R%IAH

r 2014

SAR

J&LAH HARGA

Rp.$


37/43

J&LAH HARGA

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38/43


A"&AEN E&L. SARO

DAFTAR HARGA SATAN JADI






TAHN ANGGARAN ' +)-



1 &a'a() &a*a( Na+a &r-/ LS 1.00 750,000.00

2 &()/ra( Da( &a'a() *la(/ LS 1.00 750,000.00

B. %EKERJAAN TANAH

1 %ala( a(a +3 34.73 75,750.00


1&a'a()a( a al S& 1 : 4 +3 25.00 661,491.50

2 r ( +/ a+*. 1 : 3 : 5 +3 40.00 1,212,000.00

3 r ( Sr/r a+*. 1 : 2 : 3 +3 6.50 1,595,000.00


1 &l'ra( a+*. 1 : 4 +2 130.00 72,020.00


1 D/+(a' a( &la*ra( LS 1.00 1,000,000.00

2 &+r'a( A/r LS 1.00 1,000,000.00

O((), 12 N>+

DSE"" OLEH D"A OLEH



DRE"R &M&NAN EN


39/43

),6,.

750,000.00

750,000.00

+,:8,595.6

2,630,797.50

56,87-,575.6

16,537,287.50

48,480,000.00

10,367,500.00

9,8:+,:.

9,362,600.00

+,,.

1,000,000.00

1,000,000.00

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REKA%ITLASI






TAHN ANGGARAN ' +)-



B. %EKERJAAN TA&A


A. &EERAAN &ERSA&AN

. &EERAAN "AMA

E. &EERAAN LANLAN


; &&N 10< = A

; "MLAH

D ; D"LAAN


O((), 12 N>+

DSE"" OLEH D"A OLEH



DRE"R &M&NAN EN


41/43

),6,.

75,857,)76.

+,,.

1,500,000.00

87,378,185.00

2,000,000.00

90,878,185.00

9,087,818.50

99,966,003.50

99,966,000.00

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J&LAH HARGA

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A"&AEN E&L. SARO

DAFTAR HARGA SATAN JADI






TAHN ANGGARAN ' +)-



B. %EKERJAAN TA&A


A. &EERAAN &ERSA&AN

. &EERAAN "AMA

E. &EERAAN LANLAN


; &&N 10< = A

; "MLAH

D ; D"LAAN


O((), 12 N>+

DSE"" OLEH D"A OLEH



DRE"R &M&NAN EN


43/43

),6,.

75,857,)76.

+,,.

1,500,000.00

87,378,185.00

2,000,000.00

90,878,185.00

9,087,818.50

99,966,003.50

99,966,000.00

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