rab logung final.xlsx

7/25/2019 RAB LOGUNG FINAL.xlsx

1/209

REKAPITULASI RENCANA ANGGARAN BIAYA ( R A

KEGIATAN : PEMBANGUNAN BENDUNGAN LOGUNG KABUPATEN KU

TAHUN ANGGARAN : 2010

NO KEGIATAN

A Pekerjaan persiapan

B Pekerjaan Jalan ( Acces Road) total panjang = 1004 m

C Jembatan Spilla!

" Pengelak S#ngai$

%$ Bang#nan Pengambilan & 'ntake$

ain "am$

* Spilla! & Bang#nan Pelimpa+

, Pekerjaan ekanikal - %lektrikal

' Saringan sampa+ pengambilan . / .$1 m .m

'' Pint# pengambilan dan alat angkat

''' Pipa kond#it kel#aran dia 1$0 m 2 dia 0$4 m

3 Pint# teroong pengelak

3' Spare parts and tools

' 'nstr#mentasi

J andscape

5 R#ma+ Jaga 1. m.

A. JUMLAH HARGA PEKERJAAN ( Juml! A "#$ K )

B. PAJAK PENAMBAHAN NILAI ( PPN ) ( 10 % & A )

C. TOTAL BIAYA PEKERJAAN ( A ' B )

D DIBULATKAN

TERBILANG

Du Ru" Du Pulu! T* Ml+, Du Ru" D-l/ PS-ml/ Ru" Tuu! Ru Ru!


2/209


3/209

B )

DUS

HARGA

PEKERJAAN (R).

.>0?0>000>000$00

.>.@>1@>41$

1>.>?1>?.?$0

?0>?1>1@0>0$.

10>.?>0>0$

>0?>>@0$01

>0?>141>444$@?

>0@>0?4>?00$00

@10>@?>000$00

1>.@0>@>00$00

?>@>.>00$00

>?>000$00

1.>>000$00

.0>00>000$00

00>000>000$00

1.>000>000$00

202343315156.78

20234331515.67

227244309967.06

227244306000.00

lu! D-l/ Ju


4/209


5/209

RENCANA ANGGARAN BIAYA

KEGIATAN : PEMBANGUNAN BENDUNGAN LOGUNG KABUPATEN KUDUS


NO URAIAN SATUAN OLUME

A. P-;-,/ -,"/

a Jalan mas#k ke lokasi (perbaikan > dll$) S 1$00

b 5antor >*#dang>Bengkel>5amp Pemborong$ S 1$00

c 5antor > ess Pro!ek dan 5ons#ltan$ S 1$00

d aborat dan Poliklinik$ S 1$00e ;elepon> Penerangan> Air bersi+$ S 1$00

D 'nEestigasi tamba+an$ S 1$00

B. P-;-,/ Jl/ $/ J-m/ P-,m/-/.

I ACCES ROAD

1 A1$

b Pasangan bat# kali 1 6 4 tidak termas#k siar m? 1>141$@@

c Plester 1 6 ? m. 1>40$.

d Siar 1 6 ? m. 4$

7 P-;-,/ M/=,

a arka Jalan m. 11$0

b Ramb# jalan b+ $00

c Patok pengara+ b+ .$00

d Patok kilometer b+ 1$00

II Jl/ M"u; ;- Oul- P//* > 758.04 m

a *alian tana+$ m? .1>0?$


6/209


c ;imb#nan tana+$ m? $4.

d Pen!iapan badan jalan m. ?>@.$.4

e apis pondasi agregat klas C m? $

D apis pondasi agregat klas A m? ?1$

g apis pondasi agregat klas B m? ?$?4

+ apis resap pengikat ltr 1>0$?

' Asp+alt ;reated ( A;B ) m? 10$..

2 D,/"-

a *alian tana+ #nt#k selokan m? 44$?

b Pasangan bat# kali 1 6 4 tidak termas#k siar m? 14$1

c Siar 1 6 ? m. 1>?$4.

d Plester 1 6 ? m. .?$.


7/209


$

C J-m/ Sll?+

1 S,u;u, B?!

1.1 Aum-/

a Beton 5.. m? $.@

b Beton Plat injak m? $.0

c Besi beton$ 110 kg&m? kg 1>40$.@

c Beton lantai kerja B0 m? $0.

. S,u;u, A"

a Beton plat lantai m? ?1$?0

D ,andrail dan trotoar m? 1$4

b Besi beton$ 110 kg&m? kg >40$40

D Bekisting$ m. 1.4$0

j %lastomeric bearing Pad$ 4001 B#a+ $00

k Anc+or rod > " = 0 mm> = Cm$ B#a+ 1$00

l *#ard rail> steel pipe mm$ m 104$00

m %pantion Joint$ m .$00

n Steel "rain pipe mm$ m .0$00

o Besi G kg ???$4

p Besi F 1.0 kg .$0

H Pengaspalan Jembatan m. 1$00

r S+ear connector cana l 1. kg $0

2 I/-,m-$- S@@-/-,

2.1 Pl ?!

a Plat P$ 1 400 kg 1>?@$?0

b Plat P$ . 400 kg .>@$00

c Plat P$ ?0 400 kg ?>4$0

2.2 Pl "

a Plat P$ 1 ?00 kg .>.$0

b Plat P$ .0 ?00 kg 1>@4$c Plat P$ 10 100 kg 1?>@$00

2.7 S@@-/-, $@,*m

a Plat P$ 140 10 kg 4>00?$0

b Plat P$ 1.0 10 kg ?>11$00

4 Batang diagonal $ 0 G 0 G kg @$41

Batang +orisontal $ 0 G 0 G kg ?$4

Plat strip kg .0$0


8/209


D P-/*-l; Su/*.

I P,m,+ C=@@-,$m. U#S

a *alian tana+ m? 1>00$00

b ;mb#nan tana+ m? 1?.>000$00

II P,m,+ C=@@-,$m D#S

a *alian tana+ m? >@0$00

b ;mb#nan tana+ m? ?>0$00

III M/ C=@@-, Dm. ( MCD )

a$ Pembersi+an 'nlet&8#tlet 8pen C+annel -C" m. .4>1.$.b$ *alian tana+ biasa> m? .>44.$

c$ *alian tana+ padas& eat+er rock> m? .>44.$

Tmu//.:

a$ Core & 'nti$ 5edap air ( 1 ) m? ??>00$1.

b$ ilter & Saringan +al#s$ ( .A ) m? 1@>.4$.

c$ ;ransisi & ilter kasar$ ( .C ) m? >1$04

d Riprap $ ( ?A ) m? 1.>?0$01

e Random & ;ana+ Camp#ran dengan padas$ m? 1>0.1$@4

I D-,"=/ K=/$u1 I/l-

a$ *alian tana+ biasa$ m. >?

b$ *alian tana+ padas& eat+er rock$ m? >?

c *alian tana+ bat# & +ard rock> m? >?1

d Beton 52.. m? 1$?@

e Besi beton (110 kg&m? beton) kg >@1?

D orm & Bekisting$ m. 1>4?

g Pasangan bat# kali 1 6 4 m? .>4$@

+ Siar 1 6 ? m. ?>4.$1

. Oul-

a$ *alian tana+ biasa$ m. >1.$@

b$ *alian tana+ padas& eat+er rock$ m? >1.$@

c *alian tana+ bat# & +ard rock> m? >.@$

d ;imb#nan tana+ m? 4>04$0?

e Beton 52.. m? 1$?@

D Besi beton (110 kg&m? beton) kg >@1.$@0

g orm & Bekisting$ m. 1>4?

+ Pasangan bat# kali 1 6 4 m? 1>0$.@

i Siar 1 6 ? m. 1>41@$

K=/$u P-/*-l; D8m .

a$ *alian kond#it tana+ biasa> m? 1>10$1

b$ *alian kond#it tana+ padas& eat+er rock> m? 1>10$1


9/209


c$ *alian kond#it tana+ bat# & +ard rock> m? 1>.1$?0

d ;imb#nan tana+ m? .4>0.$@

e Pipa cond#it pengambilan dia 4$0 m m? .>.?$??


10/209


E. B/*u// P-/*ml/ # I/;-.

I I/l- =,;

a Pembersi+an area 'ntake m. 00$00

b *alian tana+ biasa m? 1>..$0

c *alian tana+ padat&+eater rock m? 1$1

d Beton apron ( Pot$ % 2 % dan 2 ) m? 11$0

e Beton c!clop m? 1?$4

D B#is beton dia 0$0 m b+ 1.$00

g Angk#r dia . m .4$00

+ Pipa #dara dia 0$0 m m ?$00

i Beton ( Pot$ A 2 A dan Pot B 2 B ) m? 1>01$.j Besi beton 110 kg&m? kg 1?0>?$0

II T-,=?=/* I/;- $ 1.20 m

a *alian tana+ biasa m? $?0

b *alian tana+ padat&+eater rock m? 0$

c Beton pemb#ngk#s pipa dia 1$.0 m m? 10$@

d Besi beton 1$ kg&m? kg @>@.@$.

e Pipa baja dia 1$.0 m m .$4?

I M-/, I/;-a *alian tana+ biasa 4>.14$.?

b ;imb#nan ;ana+ @14$0

c Beton Bert#lang 5$.. 1>?4$?

d Beton 5$1. (B8) 11$

e b+ .$00

M/ Dm.I Gl/ /!

a *alian tana+ biasa$ m? 4>1$@

b *alian tana+ padas& eat+er rock$ m? .>.?.$

c *alian tana+ keras +ard rock ..>?$?

II Tmu//.:

a$ Core & 'nti$ 5edap air ( 1 ) m? 1.>04$.

b$ ilter +al#s (.A)$ m? 10?>?11$1

c ;ransisi & ilter kasar ( .C)$ m? 1>14$.1

d Riprap & Pena+an gelombang (?A) m? ?>11?$?

e Random & ;ana+ Camp#ran dengan padas$ m? @?>.1?$10D *ro#ting m 4>...$@@

g *ebalan r#mp#t m. .@>100$4@

III P-,;-,"/ u/0 0>0 m.


11/209


a$ apis penetrasi akadam 0 mm m. .>@@.

b$ 5anstin b#a+ .>1.

c Patok pengaman b#a+ ..0

I Jl/ /"-;" $ l-,-/* !l, Emu/*

a ;imb#nan tana+ m? 1>.00$00

b apis penetrasi akadam 0 mm m. 1>.00$00

c Pasangan bat# kali 1 6 4 m? 1$00

d Siar 1 6 . m. 1>00$00

d #bang pengering P3C 0 mm bt 0$00

D,/"- K;1 D,/"- R-m-"/

a *alian tana+ m? @4$0

b Beton bert#lang 5.. m? 10$00

c Besi beton 4. kg&m? kg >0$00

d Pipa P3C dia 0 mm mI .0$.0

e Pipa beton F R = . cm b+ 10$00

D Begisting m. $00

2 D,/"- , !u/

a *alian tana+ m? ?$.b ;imb#nan tana+ m? 1@$4

c Beton bert#lang 5.. m? 1@$40

d Besi beton 4. kg&m? kg >.4$0

e Pipa beton F R = . C b+ .4?$00

D Begisting m. 1>.0$@

g Pipa P3C dia 0 mm m ??$00

g ;imb#nan bat# ( ? ) m? 41>0$00


12/209


G Sll?+ # B/*u// P-lm!

I a Pembersi+an areal spilla!$ m. ?>@4?$@0

b *alian tana+ biasa$ m? 14@>.$

c *alian tana+ padas& eat+er rock$ m? 14@>.$

d ;mb#nan dipadatkan m? >1$?

II Am/* P-lm!.

a$ "inding kanan ( "kn ) termas#k merc# Beton 52.. m? 1>?4$0

b$ "inding kiri ( "kr ) Beton 52.. m? 1?>?4$1

c Besi beton (4$4 kg&m? beton) kg 1>4@>@.0$41

d Beton plat lantai m? >41$1e Beton plat lantai plang pool m? ?.$?.

D Besi beton (4$4 kg&m? beton) kg 1>00$0

g Bekisting m. @>0$

+ antai kerja $ m? @11$.

i antai kerja plang pool m? 1>1..$.4

III L/l/

a ater stop mI .>.4$14

b Pipa P3C dia$ K ( drainase spilla! ) mI 1>.$00

c *ebalan r#mp#t m. 1.>0?.d Angk#r dia . 2 .00 panjang .$0 m kg 1>41@$.

e S+otcrete tebal cm m? .>1$?.

H P-;-,/ M-;/;l El-;,;l

a S,/*/ "m! -/*ml/ 2 F 2.1 m 24m #nit 1$00

b P/u -/*ml/ $/ l /*; #nit 1$00

c "a#n pint# 1$. m 1$. m . b+ #nit .$00

d 5erangka pengara+ #nit 1$00e Alat angkat > kontrol dan sistem storage liDting eH#ipment #nit 1$00

D P ;=/$u ;-lu,/ $ 1.0 m $ 0.8 m #nit 1$00

g Pipa cond#it pengambilan dia 1$0 m #nit 1$00

+ Cond#it transsition oD dia 1$0 m to 1$1 m 4 m #nit 1$00

' Pipa cond#it pengel#aran dia 1$0 m #nit 1$00

j Pipa cond#it transisi dia 1$0 m 2 1$0 m 1$0 m sH#are #nit 1$00

k *orong 2 gorong baja 1$0 m 1$0 m 4 m #nit 1$00

l Pipa kond#it irigasi dia 1$0 m #nit 1$00

m Pipa kond#it P"A "'A 0$4 m #nit 1$00

E P/u -,=?=/* -/*-l; #nit 1$00 "a#n pint# 4 m 4 m #nit 1$00

5erangka pengara+ #nit 1$00

! S,- ," /$ ==l" #nit 1$00


13/209


I I/",um-/"

a ,!dra#lic pieLometer #nit .$00

b Stand pipe pieLometer #nit $00

c 'nclinometer&Settlement *a#ge ('S*) #nit .$00

d on#men s#rEai (B) #nit .$00

e ReDerensi s#rEai&titik monitoring #nit $00

D 3 noc+ dan bak #k#r #nit 1$00

g A R #nit 1$00

+ A R R #nit 1$00

i Bak #k#r #nit .$00

J L/$"000$00

K Rum! J* 12 m2 s 1$00


14/209

( R A B )

HARGA BIAYA TOTAL

SATUAN PEKERJAAN BIAYA

(R.) (R.) (R.)

00>000>000$00 00>000>000$00

400>000>000$00 400>000>000$00

400>000>000$00 400>000>000$00

?00>000>000$00 ?00>000>000$00400>000>000$00 400>000>000$00

?0>000>000$00 ?0>000>000$00

TOTAL A 2070000000.00

14>..1$00 ..4>?>.$1@

@>4?$00 @>4.1>11$?1

?>.?$@. >??>?$4

@>0$1 ?4>@>?$@

1.0>??$00 10>4>01$@1

11>01.$?1 .0>1??>044$1

?>1.$1 .?>..>0.$@@

4@>@..$? .4>.>0..$0

1>1>.1$00 .?>01>$4

@>0$00 >??>?$4

1>4$00 ?00>00>@1$?@

1.>1.$00 ?>4.@>?@@$.

14>..1$00 ?0>.>4.$0@

40?>.$00 40>1?>0$@

?0>.14$00 4>4>?.$4

.0>@$00 1?>..>4?$?@

?0>1..$4. ?>??>14$.?

?4>@0$. .>1>141$0

4>.0$.. >?4.>4$4

?0>1..$4. ?0>1..$4.

14>..1$00 .@@>@1>4$4


15/209

HARGA BIAYA TOTAL


(R.) (R.) (R.)

@>4?$00 .>$.

?>.?$@. 1.>??>?@1$

@>0$1 >@0>.14$41

1.0>??$00 ?>?.>40$1

11>01.$?1 >.1?>@$

?>1.$1 >11>111$?

4@>@..$? @0>.>.$0.

14>..1$00 >4>?@$0

40?>.$00 @>@>?4$4

.0>@$00 .>40>@.$?

?0>.14$00 >>41$4

TOTAL B 2423135861.44


16/209

HARGA BIAYA TOTAL


(R.) (R.) (R.)

>1$00 @0>@>1?$..

>1$00 >1.>04@$0

1>4$00 .?>?0>4$?4

@>0$00 4>@>?1$40

>1$00 .>4>4?$40

>1$00 1>?1>4$1.

1>4$00 >11?>4.$40

1.>1.$00 .0>.40>?1?$0

10>000$00 1>.00>000$00

.>000$00 400>000$00

1.>0.$00 1>1>.$00

00>000$00 1>000>000$00

10>?$00 .>1?>40$00

14>000$00 4>>.0$00

14>000$00 >@>.00$00

.>1$00 @>01>1.$00

14>000$00 @>.0>400$00

.?>1.?$00 ?.>?0@>$@0

.?>1.?$00 1>1>.$00

.?>1.?$00 >@4.>1@$0

.?>1.?$00 .>?@>0@$0

.?>1.?$00 4>1@>?1$@

.?>1.?$00 ?1>?>0$00

.?>1.?$00 @.>.>@?0$0

.?>1.?$00 ?>4@>1?$00

.?>1.?$00 1>1.>.11$4?

.?>1.?$00 1?>.0>11$

.?>1.?$00 44>0$1

TOTAL C 1926741727.05


17/209

HARGA BIAYA TOTAL


(R.) (R.) (R.)

14>..1$00 .?4>4>00$00

@>4?$00 1>.4>@>000$00

14>..1$00 1.>4.0>10$00

@>4?$00 0>1@?>.0$00

>104$00 10>.??>14$0014>..1$00 ?1>1>$@

.>0?$00 ?>41.>0$.1

11.>.$00 ?>?.>??0>@@$.4

.4>.$00 4>?>4>0.$1

1@>.$00 1>...>41>1?0$

14>41$00 1>@0>?00>4$1

10>?@$00 1>@?>4>1?$

19602404344.70

14>..1$00 1.1>?@0>?4@$?4

.>0?$00 .1?>.>..0$10

.>0?$00 1?>?01>@0.$@

>1$00 1>@?>@$0.

1>0$00 1>..?>44>14$0

1.>1.$00 .?>?4@>?@@$

40?>.$00 1>0.>4>.$

.0>@$00 .>@@>.$44

7935099174.36

14>..1$00 1.1>00>40$

.>0?$00 .1?>.1>040$1

.>0?$00 1.>0?>4@$0@

10>?@$00 4?>4?@>$1

>1$00 1>@?>@$0.

1>4$00 1>.4.>.>.?$40

1.>1.$00 .?>?4@>?@@$

40?>.$00 4.>.>0$?

.0>@$00 .@>?>?$447112396211.91

.>0?$00 4?>4>.$@

?0>0?$0 44>?@>110$?1


18/209

HARGA BIAYA TOTAL


(R.) (R.) (R.)

?0>0?$0 4>.>0@4$

10>?@$00 .>0?>?@$?

.>414>$. >?@>.?>@04$

6120786676.38

TOTAL D 70971130069.42


19/209

HARGA BIAYA TOTAL


(R.) (R.) (R.)

>104$00 ?>0.>000$00

14>..1$00 1>4.1>@.$0?

.>0?$00 .0>41>0$4

>1$00 14>..>@$00

@4?>.@$00 1?>0>.44$?.

1.>000$00 1>00>000$00

@>000$00 .1>000$00

1>01>$00 ?>@4.>11$00

>1$00 4>.@>?4$1>4$00 .>00>?>0$0

7131377290.79

.>0?$00 1>@11>@4$01

?0>0?$0 1>.@>.$.0

>1$00 1?>..0>?.$4

1>4$00 1>?4>@1?$1

?>10>000$00 0>104>00$00

764111904.96

14>..1$00 @>@?0>.$

>1$00 >41>?$0

?>?.>.00$?0 >100>>?@$.

40>?.0$?0 .>?>1$00

@>>00$00 1@>>000$00

>.?>41>.

TOTAL E 10427509650.95

14>..1$00 1>01>141>@$

.1>??1$0 1>114>1@>$4

4.>?$00 @>0.>1$.

11.>.$00 .0>?@>4@>$04

.4>.$00 .>401>?.1>?1$.

1@>.$00 ?>@4>1>1$1.

14>41$00 >?1>04?>400$@4

@>4?$00 >>@.>4?4$?0@.>@.$1? 4>.04>4>@1$

.>000$00 >.00>@0$00


20/209

HARGA BIAYA TOTAL


(R.) (R.) (R.)

.>1$00 1>0?>40?$4

1>44$00 ??>.44>0@$00

?0>000$00 >00>000$00

10>?@$00 1.>>00$00

.>1$00 4>.4>400$00

40?>.$00 >1.>?1$00

.0>@$00 ?>.4>400$00

1>000$00 4>00>000$00

.>0?$00 .>?>0$0

>1$00 14>1>.40$00

1>4$00 11@>0?@>0$00

1>000$00 1>?>.00$00

4>000$00 >.00>000$00

1.>1.$00 @4>>40$00

$

.>0?$00 1>@>@@$1@>4?$00 1>04>.$..

>1$00 1>?.>$.0

1>4$00 1.@>>04$0

4>000$00 11>4>000$00

1.>1.$00 .04>4@?>1$@

1>000$00 .>?>000$00

1?>.$00 >.@>@0>?.0$00

TOTAL 64907695630.01


21/209

HARGA BIAYA TOTAL


(R.) (R.) (R.)

>104$00 .4>0?>0$4@

14>..1$00 .>1.>4@?>@$00

.1>??1$0 ?>1@.>40>??$1

10>?@$00 .>0@>@4$4.

>1$00 14>@.>.0>.?1$@0

>1$00 11>41>??>40$.

1>4$00 .?>40>.>.$0

>1$00 >.?>0>04$0>1$00 ?1@>0>?$

1>4$00 .4>.1>4$@1

1.>11$ 1>>4..>4?$.

@>0$00 .>1>4@$..

@>0$00 @?>@4.>1$0

0>000$00 1?>44>400$00

..0>000$00 .>?00>000$00

.>000$00 .4>04>000$001>4$00 .4.>@1>10$0

>11$00 1>00>>0$00

TOTAL G 94607181888.37

@10>@?>000$00 @10>@?>000$00 310379000.00

1230593500.00

@>@>000$00 1@>@0>000$00

.4>0@>00$00 .4>0@>00$00.>00>000$00 .>00>000$00

7553244400.00

?.>@@0>000$00 ?.>@@0>000$00

00>4>000$00 00>4>000$00

1>4>.4>000$00 1>4>.4>000$00

10>10>000$00 10>10>000$00

.4?>40>000$00 .4?>40>000$00

@4>044>000$00 @4>044>000$00

1>0>00$00 1>0>00$00

>?>000$00 965795000.004@>.>000$00 4@>.>000$00

1>?>000$00 1>?>000$00

1.>>000$00 1.>>000$00 162465000.00


22/209

HARGA BIAYA TOTAL


(R.) (R.) (R.)

TOTAL H 9903078700.00

.0>000>000$00 00>000>000$00

>000>000$00 40>000>000$00

.0>000>000$00 40>000>000$00

100>000$00 .00>000$00

00>000$00 .>00>000$00

?>000>000$00 ?>000>000$00

1>000>000$00 1>000>000$00

10>000>000$00 10>000>000$00

>000>000$00 10>000>000$00

TOTAL I 920600000.00

10>000$00 00>000>000$00 500000000.00

1.>000>000$00 1.>000>000$00 12000000.00

B+ ;=/",u;" 202343315156.78

P; (10%) 20234331515.67

T=l + 227244309967.06


23/209

RENCANA ANGGARAN BIAYA ( R A B )

KEGIATAN : PEMBANGUNAN EMBUN



A. P-;-,/ -,"/

a Jalan mas#k ke lokasi (perbaikan > dll$) S 1$00

b 5antor >*#dang>Bengkel>5amp Pemborong$ S 1$00

c 5antor > ess Pro!ek dan 5ons#ltan$ S 1$00

d aborat dan Poliklinik$ S 1$00

e ;elepon> Penerangan> Air bersi+$ S 1$00

D 'nEestigasi tamba+an$ S 1$00

B. P-;-,/ Jl/ $/ J-m/ P-,m/-/.

I ACCES ROAD

1 A1$0

b Pasangan bat# kali 1 6 4 tidak termas#k siar m? 1>$4

c Plester 1 6 ? m. .>44

d Siar 1 6 ? m. 1>01

7 P-;-,/ M/=,

a arka Jalan m. 1@0$00

b Ramb# jalan b+ 10$00

c Patok pengara+ b+ 1.0$00

d Patok kilometer b+ .$00


24/209


II A0?$.

d Plester 1 6 ? m. .?.$4

III Jl/ M"u; ;- Oul- P//* > 758.04 m

a *alian tana+$ m? .1>0?$

c ;imb#nan tana+$ m? $4.

d Pen!iapan badan jalan m. >4.$

e apis pondasi agregat klas C m? 141$

D apis pondasi agregat klas A m? ?1$

g apis pondasi agregat klas B m? ?$?4

+ apis resap pengikat ltr .>$

' Asp+alt ;reated ( A;B ) m? 10$..

2 D,/"-

a *alian tana+ #nt#k selokan m? ?$.@

b Pasangan bat# kali 1 6 4 tidak termas#k siar m? 14$1

c Siar 1 6 ? m. 1>?$4.

d Plester 1 6 ? m. .?$.

$

C J-m/ Sll?+

1 S,u;u, B?!

1.1 Aum-/

a Beton 5.. m? $.@

b Beton Plat injak m? $.0

c Besi beton$ 110 kg&m? kg 1>40$.@

c Beton lantai kerja B0 m? $0.

. S,u;u, A"

a Beton plat lantai m? ?1$?0

D ,andrail dan trotoar m? 1$4


25/209


b Besi beton$ 110 kg&m? kg >40$40

D Bekisting$ m. 1.4$0

j %lastomeric bearing Pad$ 4001 B#a+ $00

k Anc+or rod > " = 0 mm> = Cm$ B#a+ 1$00

l *#ard rail> steel pipe mm$ m 104$00

m %pantion Joint$ m .$00

n Steel "rain pipe mm$ m .0$00

o Besi G kg ???$4

p Besi F 1.0 kg .$0

H Pengaspalan Jembatan m. 1$00r S+ear connector cana l 1. kg $0

2 I/-,m-$- S@@-/-,

2.1 Pl ?!

a Plat P$ 1 400 kg 1>?@$?0

b Plat P$ . 400 kg .>@$00

c Plat P$ ?0 400 kg ?>4$0

2.2 Pl "

a Plat P$ 1 ?00 kg .>.$0

b Plat P$ .0 ?00 kg 1>@4$

c Plat P$ 10 100 kg 1?>@$00

2.7 S@@-/-, $@,*m

a Plat P$ 140 10 kg 4>00?$0

b Plat P$ 1.0 10 kg ?>11$00

4 Batang diagonal $ 0 G 0 G kg @$41

Batang +orisontal $ 0 G 0 G kg ?$4

Plat strip kg .0$0

D P-/*-l; Su/*.

I P,m,+ C=@@-,$m. U#S

a *alian tana+ m? 1>00$00

b ;mb#nan tana+ m? 1?.>000$00

II P,m,+ C=@@-,$m D#S

a *alian tana+ m? >@0$00

b ;mb#nan tana+ m? ?>0$00


26/209


III M/ C=@@-, Dm. ( MCD )

a$ Pembersi+an 'nlet&8#tlet 8pen C+annel -C" m. .4>1.$.

b$ *alian tana+ biasa> m? .>44.$

c$ *alian tana+ padas& eat+er rock> m? .>44.$

Tmu//.:

a$ Core & 'nti$ 5edap air ( 1 ) m? ??>00$1.

b$ ilter & Saringan +al#s$ ( .A ) m? 1@>.4$.

c$ ;ransisi & ilter kasar$ ( .C ) m? >1$04

d Riprap $ ( ?A ) m? 1.>?0$01

e Random & ;ana+ Camp#ran dengan padas$ m? 1>0.1$@4

I D-,"=/ Tu//-l

1 I/l-

a$ *alian tana+ biasa$ m. 14>4?

b$ *alian tana+ padas& eat+er rock$ m? 14>4?

c *alian roong tana+ bat# & +ard rock> m? 1.>?

d Beton 52.. m? 1@4$10

e Besi beton (110 kg&m? beton) kg .1>?1

D orm & Bekisting$ m. ?@

g Pasanganbat# kali 1 6 4 m? ?@$10

+ Siar 1 6 ? m. $00

1 Oul-

a$ *alian tana+ biasa$ m. 14>0?$?@

b$ *alian tana+ padas& eat+er rock$ m? 14>0?$?@

c *alian roong tana+ bat# & +ard rock> m? 1.>04$??

d ;imb#nan tana+ m? .>4@$

e Beton 52.. m? ?4?$0

D Besi beton (10 kg&m? beton) kg 1>.$00

T-,=?=/* P-/*-l; D8m .

a$ *alian troong tana+ biasa> m? ?>?@?$.

b$ *alian roong tana+ padas& eat+er rock> m? ?>?@?$.

c$ *alian roong tana+ bat# & +ard rock> m? .>@0$@0

d Concrete ;roong $ m? 4>4$0

e Besi beton ($. kg&m? beton) kg ?.4>1.$@

D orm & Bekisting dan Center ormn!a$ m. >04$?

g ;irai *ro#ting m @4>0$00

+ Betong Pl#gging m? ?$0

i Begisting Pl#gging m. 1?$00


27/209


I Rum! ;=/,=l # C=/,=l R==m

a *alian tana+ m? $4

b ;imb#nan tana+ m? .@$??

c Beton lantai dasar Besement %$ @1$00 m? 1>4@$4

d Beton lantai 1 %$ @4$.0 m? 1>0$1

e Besi beton 110 kg&m? kg ?@>1@$.0

D Begisting m. 1>4$.

E. B/*u// P-/*ml/ # I/;-.I I/l- =,;

a Pembersi+an area 'ntake m. 00$00

b *alian tana+ biasa m? 1>..$0

c *alian tana+ padat&+eater rock m? 1$1

d Beton apron ( Pot$ % 2 % dan 2 ) m? 11$0

e Beton c!clop m? 1?$4

D B#is beton dia 0$0 m b+ 1.$00

g Angk#r dia . m .4$00

+ Pipa #dara dia 0$0 m m ?$00

i Beton ( Pot$ A 2 A dan Pot B 2 B ) m? 1>01$.

j Besi beton 110 kg&m? kg 1?0>?$0

II T-,=?=/* I/;- $ 1.00 m

a *alian tana+ biasa m? $?0

b *alian tana+ padat&+eater rock m? 0$

c Beton pemb#ngk#s pipa dia 1$00 m m? 10$?.

d Besi beton 1$ kg&m? kg >1@$0

e Pipa baja dia 1$00 m m .$4?

D Begisting m. 11@$00

g *ro#ting m ?>0.$0

III l- H=u"-.

1 S,u;u, B?!

a *alian tana+ m? .>0$4

b$ ;imb#nan tana+ m? .4?$@4

c$ Beton 52.. termas#k ac#an m? 1>0$?

d$ Besi beton (110 kg&m? beton) kg 1>1$?0

2 S,u;u, A"

a Beton 5 .. kolom > plat atap > lisplank dll m? 144$0

b$ Besi beton (110 kg&m? beton) kg 1>@$00


28/209


29/209


d Besi beton 4. kg&m? kg >.4$0

e Pipa beton F R = . C b+ .4?$00

D Begisting m. 1>.0$@

g Pipa P3C dia 0 mm m ??$00

g ;imb#nan bat# ( ? ) m? 41>0$00

G Sll?+ # B/*u// P-lm!

I a Pembersi+an areal spilla!$ m. .>?10$00

b *alian tana+ biasa$ m? >$?c *alian tana+ padas& eat+er rock$ m? >$?

d ;mb#nan dipadatkan m? ?>?$44

II Am/* P-lm!.

a$ "inding kanan ( "kn ) termas#k merc# Beton 52. m? 10>@$?4

b$ "inding kiri ( "kr ) Beton 52.. m? >41@$@

c Besi beton (4$4 kg&m? beton) kg @?@>@$@

d Beton plat lantai m? >?4?$?

e Beton plat lantai plang pool m? ?.$?.

D Besi beton (4$4 kg&m? beton) kg 1>00$0

g Bekisting m. >100$0.

+ antai kerja $ m? ??$?

i antai kerja plang pool m? 1>1..$.4

III L/l/

a ater stop mI .>.4$14

b Pipa P3C dia$ K ( drainase spilla! ) mI 1>.$00

c *ebalan r#mp#t m. 1.>0?.

d Angk#r dia . 2 .00 panjang .$0 m kg 1>41@$.

e S+otcrete tebal cm m? .>1$?.

H P-;-,/ M-;/;l El-;,;l

a S,/*/ "m! -/*ml/ 2 F 2.1 m 24m #nit 1$00

b P/u -/*ml/ $/ l /*; #nit 1$00

c "a#n pint# 1$ m .$ m ; #nit 1$00

d 5erangka pengara+ #nit 1$00

e Alat angkat > kontrol dan sistem storage liDting eH#i #nit 1$00

D P ;=/$u ;-lu,/ $ 1.0 m $ 0.8 m #nit 1$00

g Pipa cond#it pengambilan dia 1$0 m #nit 1$00


30/209


+ Cond#it transsition oD dia 1$0 m to 1$1 m 4 m #nit 1$00

' Pipa cond#it pengel#aran dia 1$0 m #nit 1$00

j Pipa cond#it transisi dia 1$0 m 2 1$0 m 1$0 m sH#are #nit 1$00

k *orong 2 gorong baja 1$0 m 1$0 m 4 m #nit 1$00

l Pipa kond#it irigasi dia 1$0 m #nit 1$00

m Pipa kond#it P"A "'A 0$4 m #nit 1$00

n P/u "=,=/* =/- ( B=/-- "l$- *- ) #nit 1$00

o "a#n pint# > selinder dan batang torak $ #nit 1$00

p Bonnet 1$0 m 1$0 m #nit 1$00

H Alat angkat +idrolis - kontrol #nit 1$00r 5at#p pengaman dia 1000 mm #nit 1$00

s ,ollo Jet 3alEe dia @00 mm #nit 1$00

t Alat angkat rantai jalan ( man#all! traEelling c+ain + #nit 1$00

# 5at#pSl#ice dia 400 mm ( . sets ) #nit 1$00

E P/u -,=?=/* -/*-l; #nit 1$00

"a#n pint# 4 m 4 m #nit 1$00

5erangka pengara+ #nit 1$00

! S,- ," /$ ==l" #nit 1$00

I I/",um-/"a ,!dra#lic pieLometer #nit .$00

b Stand pipe pieLometer #nit $00

c 'nclinometer&Settlement *a#ge ('S*) #nit .$00

d on#men s#rEai (B) #nit .$00

e ReDerensi s#rEai&titik monitoring #nit $00

D 3 noc+ dan bak #k#r #nit 1$00

g A R #nit 1$00

+ A R R #nit 1$00

i Bak #k#r #nit .$00

J L/$"000$00

K Rum! J* 12 m2 s 1$00


31/209


'67PR89%57A:A'SA AA; B%RA; BAA'7


32/209


33/209

HARGA BIAYA TOTAL


(R.) (R.) (R.)

14>..1$00 1>0.>0.1>@@$

?>.?$@. 1>404>.$.1

@>0$1 10>4.>10$

1.0>??$00 ?1>0>?$

11>01.$?1 1>.>??$

?>1.$1 >@41>0?1$.?

4@>@..$? 4>14>..$1

14>..1$00 4>@.>0$140?>.$00 4@>.?>0@$@

.0>@$00 .1>.>41$@

?0>.14$00 >0.>@4$@

14>..1$00 .@@>@1>4$4

@>4?$00 .>$.

?>.?$@. .1>1@1>4@$4

@>0$1 1.>@>1?$0.

1.0>??$00 ?>?.>40$1

11>01.$?1 >.1?>@$

?>1.$1 >41>44$4

4@>@..$? @0>.>.$0.

14>..1$00 11>1?@>11$

40?>.$00 @>@>?4$4

.0>@$00 .>40>@.$?

?0>.14$00 >>41$4

5531628024.54

>1$00 @0>@>1?$..

>1$00 >1.>04@$0

1>4$00 .?>?0>4$?4

@>0$00 4>@>?1$40

>1$00 .>4>4?$40

>1$00 1>?1>4$1.


34/209

HARGA BIAYA TOTAL


(R.) (R.) (R.) 1>4$00 >11?>4.$40

1.>1.$00 .0>.40>?1?$0

10>000$00 1>.00>000$00

.>000$00 400>000$00

1.>0.$00 1>1>.$00

00>000$00 1>000>000$00

10>?$00 .>1?>40$00

14>000$00 4>>.0$00

14>000$00 >@>.00$00

.>1$00 @>01>1.$0014>000$00 @>.0>400$00

.?>1.?$00 ?.>?0@>$@0

.?>1.?$00 1>1>.$00

.?>1.?$00 >@4.>1@$0

.?>1.?$00 .>?@>0@$0

.?>1.?$00 4>1@>?1$@

.?>1.?$00 ?1>?>0$00

.?>1.?$00 @.>.>@?0$0

.?>1.?$00 ?>4@>1?$00

.?>1.?$00 1>1.>.11$4?

.?>1.?$00 1?>.0>11$

.?>1.?$00 44>0$1

1926741727.05

14>..1$00 .?4>4>00$00

@>4?$00 1>.4>@>000$00

14>..1$00 1.>4.0>10$00

@>4?$00 0>1@?>.0$00


35/209

HARGA BIAYA TOTAL


(R.) (R.) (R.)

>104$00 10>.??>14$00

14>..1$00 ?1>1>$@

.>0?$00 ?>41.>0$.1

11.>.$00 ?>?.>??0>@@$.4

.4>.$00 4>?>4>0.$1

1@>.$00 1>...>41>1?0$

14>41$00 1>@0>?00>4$1

10>?@$00 1>@?>4>1?$19602404344.70

14>..1$00 .0>?0>1$

.>0?$00 ?1>@0>$@0

.>0?$00 ?10>0.0>0?$0

>1$00 1>>?$0

1>0$00 ??1>04>.$00

1.>1.$00 4>.1>.??$4

40?>.$00 1>>?4$0

.0>@$00 1>1?>$00

1859728295.99

14>..1$00 1@@>@@>?@$0@

.>0?$00 ?.>?.@>@4$41

.>0?$00 ?01>@@>1.@$4@

10>?@$00 .>.@>.?$.

>1$00 .@4>@?>.?$00

1>4$00 11>?1.>0$00

1346133624.50

.>0?$00 >0..>4.$11

?0>0?$0 10.>0.>410$?

?0>0?$0 >4.>0$1

>1$00 4>0>40>$0

1>0$00 >0.>?01>.$

0>@4?$00 414>@>??0$?4

@.>@.$1? >@1>444>?$..

@>0$00 ?00>14>$00

0>@4?$00 @.>.@$00


36/209

HARGA BIAYA TOTAL


(R.) (R.) (R.) 14448724220.68

14>..1$00 1.>1@4>00$

@>4?$00 >00?>$4@

>1$00 1>0.>1>?$.

>1$00 1>0>0>.11$.4

1>0$00 >1?>1?>44$00

1.>1.$00 .>04>1$.4

3595452531.59

>104$00 ?>0.>000$00

14>..1$00 1>4.1>@.$0?

.>0?$00 .0>41>0$4

>1$00 14>..>@$00

@4?>.@$00 1?>0>.44$?.

1.>000$00 1>00>000$00

@>000$00 .1>000$00

1>01>$00 ?>@4.>11$00

>1$00 4>.@>?4$

1>4$00 .>00>?>0$0

7131377290.79

.>0?$00 1>@11>@4$01

?0>0?$0 1>.@>.$.0

>1$00 @.>14>?$

1>4$00 104>.?0>0@$.1

.>100>000$00 ?>40?>000$00

0>@4?$00 >..>.1$00

@.>@.$1? .?>>?0$

588271350.08

.>0?$00 4>>4$.

@>4?$00 .>?0>@4$.

1>4>?@4$00 .>4@.>@0>11$0.

1>4$00 .>0@>@1@>@@$0

1>4>?@4$00 .?@>0@>@??$00

1>4$00 .0>..>0$00


37/209

HARGA BIAYA TOTAL


(R.) (R.) (R.) 5953119477.19

14>..1$00 1>01>141>@$

.1>??1$0 1>114>1@>$4

4.>?$00 @>0.>1$.

11.>.$00 .0>?@>4@>$04

.4>.$00 .>401>?.1>?1$.

1@>.$00 ?>@4>1>1$1.14>41$00 >?1>04?>400$@4

@>4?$00 >>@.>4?4$?0

@.>@.$1? 4>.04>4>@1$

.>000$00 >.00>@0$00

.>1$00 1>0?>40?$4

1>44$00 ??>.44>0@$00

?0>000$00 >00>000$00

10>?@$00 1.>>00$00

.>1$00 4>.4>400$00

40?>.$00 >1.>?1$00

.0>@$00 ?>.4>400$00

1>000$00 4>00>000$00

.>0?$00 .>?>0$0

>1$00 14>1>.40$00

1>4$00 11@>0?@>0$00

1>000$00 1>?>.00$00

4>000$00 >.00>000$00

1.>1.$00 @4>>40$00

$

.>0?$00 1>@>@@$1

@>4?$00 1>04>.$..

>1$00 1>?.>$.0


38/209

HARGA BIAYA TOTAL


(R.) (R.) (R.) 1>4$00 1.@>>04$0

4>000$00 11>4>000$00

1.>1.$00 .04>4@?>1$@

1>000$00 .>?>000$00

1?>.$00 >.@>@0>?.0$00

64907695630.01

>104$00 14>100>.40$00

14>..1$00 1>.4>@>04$.1>??1$0 1>0>0??>.$4

10>?@$00 ?>?>@@$1

>1$00 @>41>0?>?00$1.

>1$00 >..@>4@>11.$0.

1>4$00 14>@>0.>0?$00

>1$00 4>>@0>0$4

>1$00 ?1@>0>?$

1>4$00 .4>.1>4$@1

1.>11$ @@>?1.>1$14

@>0$00 4.>1?>?0$10

@>0$00 @?>@4.>1$0

0>000$00 1?>44>400$00

..0>000$00 .>?00>000$00

.>000$00 .4>04>000$00

1>4$00 .4.>@1>10$0

>11$00 1>00>>0$00

88832119443.73

@10>@?>000$00 @10>@?>000$00 310379000.00

1230593500.00

1@>@0>000$00 1@>@0>000$00

.4>0@>00$00 .4>0@>00$00

.>00>000$00 .>00>000$00

7553244400.00

?.>@@0>000$00 ?.>@@0>000$00


39/209

HARGA BIAYA TOTAL


(R.) (R.) (R.) 00>4>000$00 00>4>000$00

1>4>.4>000$00 1>4>.4>000$00

10>10>000$00 10>10>000$00

.4?>40>000$00 .4?>40>000$00

@4>044>000$00 @4>044>000$00

1>0>00$00 1>0>00$00

?1.>0@>000$00 1430591000.00

?>@>000$00 ?>@>000$00

4>@>000$00 4>@>000$00

..1>.0>000$00 ..1>.0>000$00?>00>000$00 ?>00>000$00

>@00>000$00 >@00>000$00

101>4.0>000$00 101>4.0>000$00

.?.>?44>000$00 .?.>?44>000$00

>?>000$00 965795000.00

4@>.>000$00 4@>.>000$00

1>?>000$00 1>?>000$00

1.>>000$00 1.>>000$00 162465000.00

.0>000>000$00 00>000>000$00

>000>000$00 40>000>000$00

.0>000>000$00 40>000>000$00

100>000$00 .00>000$00

00>000$00 .>00>000$00

?>000>000$00 ?>000>000$00

1>000>000$00 1>000>000$00

10>000>000$00 10>000>000$00

>000>000$00 10>000>000$00

920600000.00

10>000$00 00>000>000$00 500000000.00

1.>000>000$00 1.>000>000$00 12000000.00

B+ ;=/",u;" 133393063193.79

P; (10%) 13339306319.38

T=l + 213395346049.70


40/209

HARGA BIAYA TOTAL


(R.) (R.) (R.)


41/209

DATAR HARGA SATUAN

SUMBER DATA > DINAS PEKERJAAN

PROPINSI > JAA TENGAH

BULAN > OKTOBER 2010

BAHAN

58;A

:8 J%:'S BA,A: SA;FA: 5AB 5F"FS

1 Pasir Fr#g m? >000

. Pasir Pasang m? 1.0>000

? Pasir Beton m? 1@0>000

4 Sirt# m? 10>000

Bat# Beton 0>1 m? 10>000

Bat# Beton 1. m? 10>000

Bat# Beton .? m? 10>000

Bat# 5ali m? 100>000

@ Bat# Peca+ m? 1?0>000

10 Bat# Peca+ 101 m? 110>000

11 PaEing Ab#2ab# m. ?>000

1. PaEing Berarna m. 41>0001? Bat# Bata b+ 40

14 Bataco b+ .>0

1 Semen PC 40 kg&sak Lak 4.>00

1 Semen PC 0 kg&sak Lak .>000

1 Semen P#ti+ 40 kg&sak Lak .>000

1 Semen P#ti+ 0 kg&sak Lak >000

1@ Semen Berarna kg @>000

.0 5ap#r Pasang m? 10>000

.1 5ap#r Siri+ kg ?>000

.. Besi Beton Polos kg 11>000

.? Besi Beton Flir kg 1.>000

.4 5aat Bendrat kg 1>000

. Fbin Ab#2ab# .0.0 cm b+

. Plin Fbin Ab#2ab# 1.0 cm b+ 4>?00

. Fbin Berarna .0.0 cm b+


42/209


43/209

DATAR HARGA SATUAN




BAHAN

58;A


5a!# Bengkire &10 cm bt

5a!# Bengkire &1. cm bt

Papan 5a!# Bengkire 0$.0$.4 lbr

Papan 5a!# Bengkire 0$0?0$.4 lbr

@ Balok 5a!# eranti m? ?>@00>000

0 Papan 5a!# eranti m? 4>00>000

1 5a!# eranti 4& cm bt

. 5a!# eranti & cm bt

? 5a!# eranti &10 cm bt

4 5a!# eranti &1. cm bt

Papan 5a!# eranti 0$.0$.4 lbr

Papan 5a!# eranti 0$0?0$.4 lbr 5a!# ;a+#n m?

5a!# Cetakan m?

@ Papan 5a!# (Ba#plank) m?

0 Papan Bekisting m?

1 Papan isplank m?

. Balok 5a!# 5#da25#da m?

? 5a!# "olken bt

4 5a!# Rangka PlaDond m?

5a!# Rangka Atap m. 5a!# Reng 0$.0$?4 m 5alimantan mI

5a!# Reng 0$?0$4 m 5alimantan mI

ist %ternit mI 4>000

@ *enteng lam b+ @00

0 5erp#s *enteng lam b+ ?>00

1 *enteng 5odok b+ 1>100


44/209

DATAR HARGA SATUAN




BAHAN

58;A


. 5erp#s *enteng 5odok b+ ?>00

? *enteng Beton b+ 4>00

4 5erp#s *enteng Beton b+ >?00

*enteng 5eramik b+

5erp#s *enteng 5eramik b+ 4>00

*enteng 5aca b+ >000

Asbes *elombang Besar lbr ?>000

@ 5erp#s Asbes *elombang Besar lbr

@0 Asbes *elombang 5ecil lbr ?@>000

@1 5erp#s Asbes *elombang 5ecil lbr

@. :ok 5erp#s Asbes *elombang Besar lbr

@? :ok 5erp#s Asbes *elombang 5ecil lbr@4 Seng *elombang BJS ?0 lbr 4>000

@ Seng *elombang BJS .0 lbr ?>000

@ Seng Plat BJS ?0 lbr ?>000

@ Seng Plat BJS .0 lbr .>000

@ Atap Sirap lbr 1>0

@@ %ternit Asbes 1? m lbr

100 Ac#stic ?00 lbr 10>00

101 #ltipleks 4 mm lbr

10. #ltipleks mm lbr10? #ltipleks @ mm lbr 100>000

104 ;ekood lbr ?>000

10 em Aibon kg ?.>000

10 Pak# 5a!# kg

10 Pak# Seng kg

10 Pak# Asbes b+


45/209


46/209

DATAR HARGA SATUAN




BAHAN

58;A


1? 5loset Jongkok 5eramik b+

1? 5loset "#d#k 5eramik b+

1? 5loset onoblok okal b+

1?@ Frinoir 5eramik b+

140 Bak C#ci Piring ;eraso b+

141 Bak C#ci Piring ogam b+

14. Stop 5ran b+ 1>000

14? 5ran edeng b+ 1>000

144 Pipa P3C 1&.K bt 1>000

14 Pipa P3C ?&4K bt .>000

14 Pipa P3C 1K bt ?.>000

14 Pipa P3C 1 1&.K bt 4>00014 Pipa P3C .K bt 1>000

14@ Pipa P3C 4K bt ..0>000

10 Pipa edeng 1&.K bt 0>000

11 Pipa edeng ?&4K bt @>000

1. Pipa edeng 1K bt 1.0>000

1? Pipa edeng 1 1&.K bt 10>000

14 B#is Beton dia 10 cm b+ ?>000

1 B#is Beton dia .0 cm b+ >000

1 B#is Beton dia ?0 cm b+ 0>0001 B#is Beton dia 40 cm b+ @>000

1 B#is Beton dia 0 cm b+ 11>000

1@ B#is Beton dia 0 cm b+ 1.>000

10 B#is Beton F 10 cm b+ ..>000

11 B#is Beton F .0 cm b+ 40>000

1. B#is Beton F ?0 cm b+ 4>000


47/209

DATAR HARGA SATUAN




BAHAN

58;A


1? B#is Beton F 40 cm b+

14 B#is Beton F 0 cm b+

1 B#is Beton F 0 cm b+

1 Bak Air iber *lass isi 00 lt b+

1 Bak Air iber *lass isi 1000 lt b+

1 Pompa ;angan ;erpasang b+ .10>000

1@ Pompa esin b+ ?0>000

10 Stop 5ontak M 'stalasi b+

11 ;itik amp# M 'stalasi b+

1. Stop 5ontak b+ 1>000

1? Sc+akelar b+ 1>00

14 Nekering 5ast okal 1 *r#p b+ .>0001 Nekering 5ast okal . *r#p b+ ?>000

1 Nekering 5ast okal ? *r#p b+ >000

1 Cat ;embok kg 1?>000

1 Plam#r ;embok kg @>000

1@ Cat 5a!# engkilap kg 4>000

10 "emp#l 5a!# kg 1.>000

11 Cat eni kg 1>000

1. Cat 5a!# "asar kg 14>00

1? Cat Besi kg 40>00014 in!ak Cat kg >000

1 Plamir 5a!# kg 1.>000

1 Resid#&;eer lt 11>000

1 5aat "#ri rool 4>000

1 5aat ,armonika m. .1>000

1@ 5aat :!am#k& 5asa Besi m. 10>000


48/209

DATAR HARGA SATUAN




BAHAN

58;A


1@0 5aat :!am#k& 5asa Plastik m. 1.>00

1@1 Roster (Beton) b+ >00

1@. Roster (;ana+) b+ >.00

1@? ormika lbr ?>000

1@4 ;riplek ? mm lbr 4.>000

1@ ;riplek mm lbr @>000

1@ ;riplek @ mm lbr 100>000

1@ ,arplek lbr

1@ %ternit Polos lbr

1@@ %ternit 5embang lbr

.00 'j#k kg >000

.01 eja "ap#r b+

.0. Ampelas lbr ?>00

.0? Sirlak kg @0>000

.04 Bat# Ap#ng b+ >000

.0 Spirt#s lt @>000

.0 ReserEoir Air Baja 1 m? b+

.0 Sapiteng M Rembesan 1 m? m?

.0 Sapiteng M Rembesan . m? m?

.0@ Sapiteng M Rembesan 4 m? m?

.10 Sapiteng M Rembesan m? m?

.11 Sapiteng M Rembesan 10 m? m?

.1. St#t erk m.

.1? Rabat Beton m? 4@>

'67PR89%57A:A'SA AA; B%RA; BAA'7


49/209

DATAR HARGA SATUAN DASAR UPAH BAHAN DAN ALAT

NO URAIAN SATUAN HARGA SATUAN

SEBELUM PPN

R.

A. U P A H

1 Pekerja jam&org ?>

. andor jam&org >@?

? ;#kang jam&org >000

4 5epala ;#kang jam&org >?1?

8perator jam&org >.

Pembant# 8perator jam&org 4>1.

Sopir ;erampil jam&org >.

Pembant# Sopir jam&org ?>


50/209


51/209

DATAR HARGA SATUAN DASAR UPAH BAHAN DAN ALAT

NO URAIAN SATUAN HARGA SATUAN

SEBELUM PPN

R.

C. PERALATAN

1 "#mp tr#ck m? jam 0>0

. ;r#ck ?24 ton jam .>40

? ;angki air .2?> m? jam >0

4 B#lldoLer 100210 +p jam 14>100

otor grader min 100 +p jam 14>4

+eel loader 1>021> m? jam 11.>.1

%caEator 02140 +p jam 11>.0

esin gilas roda besi 2@ ton jam .>@

@ esin gilas tiga roda besi 2@ ton jam .>00010 esin gilas roda karet 210 ton jam 1.>.4

11 esin gilas penggetar 2 ton jam 10.>4.

1. esin gilas penggetar 1 ton jam .>?4?

1? Pemadat dengan penggetar 1>2?>0 +p jam >.11

14 5ompresor 4$0002$00 l&m jam .>@

1 Pompa air 02100 m jam 10>1

1 Asp+alt spra!er jam ..>04

1 Pick #p jam 40>0

1 Aspalt iing Plant jam 1>@10>40

1@ Asp+alt Dinis+er jam @>4..0 Concrete mier 1. liter jam >4

.1 Concrete mier 00 liter jam ?>.0

.. 3ibrator jam 4>1

.? Jack +ammer jam .>?.0

.4 Alat pengecat marka jam .>4@

. Stamper jam 4>0@

. Agitator ;r#ck m? jam 0>0

. Concrete iing Plant jam 1>@10>40

Sumber: Balai Pengujian dan Informasi Konstruksi (BPIK) Dinas Permukiman dan Tata Ruang Propinsi Ja


52/209

PERHITUNGAN OLUME GROUTING

1 OLUME SEMENTASI YANG DIPERLUKAN :

a *R8F;':* ;'RA' = .. titik ;8;A 1?40 m

b *R8F;':* 58:S8'"AS' = 400 M titik 1.. M m

. titik 14?. m

2 JUMLAH STAGE YG DIBUTUHKAN = 14?. & = .@4$4 S;A*%

7 PERKIRAAN GROUT TAKE

a P%R%AB'';AS AA ;%R;':**' = 1$?1 cm&dt (10>. #geon)

b P%R%AB'';AS ;AR*%; = ? cm&dt (?>00 #geon)

c P%R5'RAA: *R8F; ;A5% = . 2 0 kg&mI ( moderatel! lo)

A;AF = 1?0 2 .0 kg&stage

8 PERKIRAAN PELAKSANAANa 1 Set Alat Boring mamp# men!elesaikan = ?0 m&+ari

b 1 Set Alat *ro#ting mamp# men!elesaikan = 4 stage&+ari

5 BIAYA GROUTING

SA;FA: = m

Sasaran = Rp$ 000 & m

NO ITEM SATUAN KUANTITAS HARGA JUMLAH

A TENAGA

1 aster Bor jam 0$?? >@? 1@@$?

. aster *ro#ting jam 0$0 >@? .@$

? Cre Bor jam 0$ 4>1. ...$

4 Cre *ro#ting jam 1$0 4>1. 1$

andor jam 0$.0 >@? 11$

B BAHAN

1 Semen kg 40$00 .$ ..00

. Bentonit kg .$00 ..0 400

? Pasir 0$00 000 0

4 Air 4$0 0 0

C PERALATAN

1 "rilling ac+ine jam 0$?? .0000 00

. Compressor jam 0$1 .@$1 @444$

? Colloidal ier jam 0$1? .? .@1$

4 Agitator jam 0$1? 00$?@ 1001$.@@

*ro#t P#mp jam 0$1? .. ?$.

,ose jam 0$0 .0$ 1044$4

ater ;ank ;r#ck jam 0$40 ?@01 [email protected]$4@ ater P#mp jam 0$1? ... .$

10 Packer jam 0$0 1?0$ .$

32362.17 1>?@>>?. r#pia+

1024

102

m?

m?


53/209

JENIS PEKERJAAN : TIMBUNAN PASIR ILTER

SATUAN PEKERJAAN : M7

NO URAIAN SATUAN KUANTITAS HARGA SATUAN

R.

A TENAGA

1 Pekerja Jam 0$1 ?>$00

. andor Jam 0$0.? >@?$0

? 8perator terampil Jam 0$041 >.$00

4 Pembant# operator Jam 0$041 4>1.$00

Sopir terampil Jam 0$0.@ >.$00

Pembant# sopir Jam 0$0.@ ?>$00

B B A H A N

1 Fr#gan agregat +al#s m? 1$.000 >000$00

.

?

4

C PERALATAN

1 %caEator jam 0$0.4@ 11>.0$?

. "#mp tr#ck jam 0$0@@ 0>0$40

? otor grader jam 0$0111 14>4$01

4 3ibro roller jam 0$01. 10.>4.$1

;angki air jam 0$0.@ >0$0

J#mla+ (termas#k bia!a #m#m dan ke#nt#ngan)

,arga pekerjaan (dil#ar PP:)

J#mla+ dib#latkan

JENIS PEKERJAAN : TIMBUNAN KERIKIL ILTER



R.

A TENAGA


. andor Jam 0$0.? >@?$0

? 8perator terampil Jam 0$041 >.$00

4 Pembant# operator Jam 0$041 4>1.$00

Sopir terampil Jam 0$0.@ >.$00



54/209

B B A H A N

1 Fr#gan agregat kasar m? 1$.000 1?0>000$00

.

?

4

C PERALATAN

1 %caEator jam 0$0.4@ 11>.0$?

. "#mp tr#ck jam 0$0@@ 0>0$40

? otor grader jam 0$0111 14>4$01

4 3ibro roller jam 0$01. 10.>4.$1

;angki air jam 0$0.@ >0$0



J#mla+ dib#latkan


55/209

JENIS PEKERJAAN : GROUTING

SATUAN PEKERJAAN : M


R.

A TENAGA

1 aster Bor Jam 0$??00 >000$00

. aster *ro#ting Jam 0$000 >000$00

? Cre Bor Jam 0$00 ?>$00

4 Cre *ro#ting Jam 1$000 ?>$00

andor Jam 0$.000 >@?$0

B B A H A N

1 Semen kg 40$0000 1>040$00

. Bentonit kg .$0000 4>10$00

? Pasir m? 2 1@0000

4 Air m? 4$000 0

C PERALATAN

1 "rilling ac+ine jam 0$??00 .0>000$00

. Compressor jam 0$100 .@>4@1$00

? Colloidal ier jam 0$1.0 .?>$00

4 Agitator jam 0$1.0 4?>.@$00

*ro#t P#mp jam 0$1.0 .>.$00

,ose jam 0$000 .>0$0

ater ;ank ;r#ck jam 0$4000 ?@>01$00

@ ater P#mp jam 0$1.0 >...$00

10 Packer jam 0$000 1>?0$0



J#mla+ dib#latkan

JENIS PEKERJAAN : RIPRAP ( ROCK UARRY)



R.

A TENAGA

1 Pekerja Jam 1@$?00 ?>$00

. ;#kang Jam 2 2

? andor Jam 0$0 >@?$0


56/209

4 8perator Jam 0$041 >.$00

Pembant# operator Jam 0$041 4>1.$00

Sopir Jam 0$0.@ >.$00


B B A H A N

1 Bat# bela+ m? 1$.000 4>1$00

. 2 2

? Alat bant# set 0$100 .0>000$00

4

C PERALATAN

1 %caEator jam 0$0.4@ 11>.0$?

. "#mp tr#ck jam 0$0@@ 0>0$40

?

4



J#mla+ dib#latkan


57/209

JENIS PEKERJAAN : ROCK TOE



R.

A TENAGA

1 Pekerja Jam 1@$?00 ?>$00

. ;#kang Jam 2 2

? andor Jam 0$0 >@?$0

4 8perator 0$041 >.$00

Pembant# operator 0$041 4>1.$00

Sopir 0$0.@ >.$00

Pembant# sopir 0$0.@ ?>$00

B B A H A N

1 Bat# bela+ m? 1$.000 4>1$00

. 2 2

? Alat bant# set 0$100 .0>000$00

4

C PERALATAN

1 %caEator jam 0$0.4@ 11>.0$?

. "#mp tr#ck jam 0$0@@ 0>0$40

? B#ldoLer jam 0$014 14>100$0

4



J#mla+ dib#latkan

JENIS PEKERJAAN : STUTERK



R.

A TENAGA

1 Pekerja Jam ?$000 ?>$00


58/209

. ;#kang 5a!# Jam 10$000 >?1.$0

? andor Jam 0$10 >@?$0

4 5epala ;#kang 5a!# Jam 1$000 >0$00

B B A H A N

1 5a!# m? 1$0000 0>000$00

.

?

4

C PERALATAN

1

.

?

4



J#mla+ dib#latkan


59/209

JENIS PEKERJAAN : TIMBUNAN TUBUH BENDUNGAN



R.

A TENAGA


. andor Jam 0$0.? >@?$0

? 8perator ;erampil Jam 0$041 >.$00

4 Pembant# 8perator Jam 0$041 4>1.$00

Sopir Jam 0$0.@ >.$00

Pembant# Sopir Jam 0$0.@ ?>$00

B B A H A N

1 Fr#gan pili+an m? 1$.000 .>000$00

. Alat bant# set 0$000 .0>000$00

?

4

C PERALATAN

1 otor grader Jam 0$0111 14>4$01

. 3ibrator roller Jam 0$01. 10.>4.$1

? ;r#ck tangki air Jam 0$0.@ >0$0

4 %caEator Jam 0$0.4@ 11>.0$?

"#mp tr#ck Jam 0$0@@ 0>0$40



J#mla+ dib#latkan

JENIS PEKERJAAN : TIMBUNAN SIRTU UNTUK BAHU JALAN



R.

A TENAGA

1 Pekerja Jam 0$1 4>1.$00

. andor Jam 0$0.? >.$00

? 8perator ;erampil Jam 0$041 ?>$00

4 Pembant# 8perator Jam 0$041 4>1.$00

Sopir Jam 0$0.@ >.$00

Pembant# Sopir Jam 0$0.@ .0>000$00


60/209

B B A H A N

1 Fr#gan Sirt# m? 1$.000 10>000$00

. Alat bant# set 0$000 .0>000$00

?

4

C PERALATAN

1 otor grader Jam 0$0111 14>4$01

. 3ibrator roller Jam 0$01. 10.>4.$1

? ;r#ck tangki air Jam 0$0.@ >0$0

4 %caEator Jam 0$0.4@ 11>.0$?

"#mp tr#ck Jam 0$0@@ 0>0$40



J#mla+ dib#latkan


61/209

JUMLAH

R.

10$?1

1$1

.??$44

11$1@

1$@4

114$?1

10.>000$00

2

2

2

2

.>@1$44

>0?.$

1>?$

1>$?

.>.?$4

11@>1$

11@>1$

11@>.$00

JUMLAH

R.

10$?1

1$1

.??$44

11$1@

1$@4

114$?1


62/209

1>000$00

2

2

2

2

.>@1$44

>0?.$

1>?$

1>$?

.>.?$4

1?>1$

1?>1$

1?>.$00


63/209

JUMLAH

R.

1>0$00

.>00$00

.>$0

>1.$0

1>1$0

41>00$00

>?.0$00

2

2

2

>00$00

4>4.?$

.>@1$

>411$

?>$.

1>044$40

1>@.0$40

.$

.$

104>@?$4

104>@?$4

104>@?$00

JUMLAH

R.

>41$.

2

4>$


64/209

.??$44

11$1@

1$@4

114$?1

>.?$.0

2

?>000$00

2

2

2

2

.>@1$44

>0?.$

2

2

2

2

2

14>41$1

14>41$1

14>41$00


65/209

JUMLAH

R.

>41$.

2

4>$

.??$44

11$1@

1$@4

114$?1

>.?$.0

2

?>000$00

2

2

2

2

.>@1$44

>0?.$

.>@1$.4

2

2

2

2

1>10$

1>10$

1>10@$00

JUMLAH

R.

1?>.$0


66/209

>1$.

1>0?@$0

>0?$0

0>000$00

.>4.0$?1

.>4.0$?1

.>4.0$00


67/209

JUMLAH

R.

10$?1

1$1

.??$44

11$1@

1$@4

114$?1

?0>000$00

1>000$00

2

2

2

1>?$

1>$?

.>.?$4

.>@1$44

>0?.$

4>1$

4>1$

4>.$00

JUMLAH

R.

4@$@

14$@4

10$1

11$1@

1$@4

@0$00


68/209

1@.>000$00

1>000$00

2

2

2

1>?$

1>$?

.>.?$4

.>@1$44

>0?.$

.11>?0$10

.11>?0$10

.11>?0$00


69/209

ONING OPERATING COST Fm#r la!a

MOTOR GRADER Jam kerja

NO URAIAN

1 Pen!#s#tan Rp$

. B#nga> Pajak> *#dang> As#ransi Rp$

7 ONING COST PER UNIT 1 ' 2 R.

4 Ba+an bakar 1$0 lt&jam Rp$ 4>00 >2&lt Rp$

8lie 0$. lt&jam Rp$ ?.>000 >2&lt Rp$

*em#k 0$04 kg&jam Rp$ >000 >2&kg Rp$

ilter 0O Rp$ @?0 >2&jam Rp$

Ban & #ndercarriage Rp$

Bia!a perbaikan Rp$

Ba+an pelengkap Rp$

3 OPERATING COST PER UNIT 8 ' 5 ' 9 ' 6 ' 4 R.

10 Bia!a langs#ng ? M @ Rp$

11 Bia!a tak langs#ng 10O 10 Rp$

12 BIAYA TOTAL ALAT 10 ' 11 R.


HEEL LOADER Jam kerja

NO URAIAN

1 Pen!#s#tan Rp$



4 Ba+an bakar 1.$.0 lt&jam Rp$ 4>00 >2&lt Rp$

8lie 0$1 lt&jam Rp$ ?.>000 >2&lt Rp$

*em#k 0$01 kg&jam Rp$ >000 >2&kg Rp$

ilter 0O Rp$ @0 >2&jam Rp$


90% x Rp. 185,489,720

N x M

20% x N + 1N x 2

x Rp. 185,489,720M

25% x Rp. 185,489,720

N x M

40% x Rp. 185,489,720

N x M

5% x Rp. 185,489,720

N x M

90% x Rp. 197,189,850

N x M

20% xN + 1

N x 2x

Rp. 197,189,850

M

30% x Rp. 197,189,850


70/209

Bia!a perbaikan Rp$

Ba+an pelengkap Rp$





25% x Rp. 197,189,850

N x M

5% x Rp. 197,189,850

N x M


71/209


E&CAATOR Jam kerja

NO URAIAN

1 Pen!#s#tan Rp$




8lie 0$.0 lt&jam Rp$ ?.>000 >2&lt Rp$

*em#k 0$0. kg&jam Rp$ >000 >2&kg Rp$

ilter 0O Rp$ 0 >2&jam Rp$


Bia!a perbaikan Rp$

Ba+an pelengkap Rp$






IBRATOR ROLLER Jam kerja

NO URAIAN

1 Pen!#s#tan Rp$




8lie 0$0 lt&jam Rp$ ?.>000 >2&lt Rp$

*em#k 0$0. kg&jam Rp$ >000 >2&kg Rp$

ilter 0O Rp$ @0 >2&jam Rp$


90% x Rp. 210,527,200

N x M

20% x N + 1

N x 2x Rp. 210,527,200

M

35% x Rp. 210,527,200

N x M

40% x Rp. 210,527,200

N x M

5% x Rp. 210,527,200

N x M

90% x Rp. 136,362,000

N x M

20% xN + 1

N x 2x

Rp. 136,362,000

M

20% x Rp. 136,362,000


72/209

Bia!a perbaikan Rp$

Ba+an pelengkap Rp$





20% x Rp. 136,362,000

N x M

5% x Rp. 136,362,000

N x M


73/209


TANDEM ROLLER Jam kerja

NO URAIAN

1 Pen!#s#tan Rp$



4 Ba+an bakar $00 lt&jam Rp$ 4>00 >2&lt Rp$

8lie 0$. lt&jam Rp$ ?.>000 >2&lt Rp$

*em#k 0$0. kg&jam Rp$ >000 >2&kg Rp$

ilter ?O Rp$ @0 >2&jam Rp$


Bia!a perbaikan Rp$

Ba+an pelengkap Rp$






TYRE ROLLER Jam kerja

NO URAIAN

1 Pen!#s#tan Rp$



4 Ba+an bakar 1$.0 lt&jam Rp$ 4>00 >2&lt Rp$

8lie 0$. lt&jam Rp$ ?.>000 >2&lt Rp$

*em#k 0$0? kg&jam Rp$ >000 >2&kg Rp$

ilter 0O Rp$ @. >2&jam Rp$


90% x Rp. 102,394,500

N x M

20% x N + 1

N x 2x Rp. 102,394,500

M

10% x Rp. 102,394,500

N x M

90% x Rp. 136,773,000

N x M

20% xN + 1

N x 2x

Rp. 136,362,000

M

35% x Rp. 136,773,000

25% x Rp. 102,394,500

N x M

5% x Rp. 102,394,500

N x M


74/209

Bia!a perbaikan Rp$

Ba+an pelengkap Rp$





20% x Rp. 136,773,000

N x M

5% x Rp. 136,773,000

N x M


75/209


DUMP TRUCK Jam kerja

NO URAIAN

1 Pen!#s#tan Rp$



4 Ba+an bakar 10$. lt&jam Rp$ 4>00 >2&lt Rp$

8lie 0$. lt&jam Rp$ ?.>000 >2&lt Rp$

*em#k 0$0. kg&jam Rp$ >000 >2&kg Rp$

ilter 0O Rp$ ?0 >2&jam Rp$


Bia!a perbaikan Rp$

Ba+an pelengkap Rp$






ATER TANK TRUCK Jam kerja

NO URAIAN

1 Pen!#s#tan Rp$




8lie 0$. lt&jam Rp$ ?.>000 >2&lt Rp$

*em#k 0$0. kg&jam Rp$ >000 >2&kg Rp$



90% x Rp. 71,699,200

N x M

20% x N + 1N x 2

x Rp. 71,699,200M

35% x Rp. 71,699,200

N x M

90% x Rp. 57,887,550

N x M

20% xN + 1

N x 2x

Rp. 57,887,550

M

35% x Rp. 57,887,550

N x M

40% x Rp. 71,699,200

N x M

5% x Rp. 71,699,200

N x M


76/209

Bia!a perbaikan Rp$

Ba+an pelengkap Rp$





40% x Rp. 57,887,550

N x M

5% x Rp. 57,887,550

N x M


77/209


PICK UP Jam kerja

NO URAIAN

1 Pen!#s#tan Rp$




8lie 0$14 lt&jam Rp$ ?.>000 >2&lt Rp$

*em#k 0$01 kg&jam Rp$ >000 >2&kg Rp$



Bia!a perbaikan Rp$

Ba+an pelengkap Rp$






ASPHALT MI&ING PLANT Jam kerja

NO URAIAN

1 Pen!#s#tan Rp$



4 Ba+an bakar ?0$00 lt&jam Rp$ 4>00 >2&lt Rp$

8lie 0$ lt&jam Rp$ ?.>000 >2&lt Rp$

*em#k 0$.0 kg&jam Rp$ >000 >2&kg Rp$

ilter 0O Rp$ .> >2&jam Rp$


90% x Rp. 26,498,750

N x M

20% x N + 1N x 2

x Rp. 26.498,750M

35% x Rp. 26,498,750

N x M

90% x Rp. 672,762,00

N x M

20% xN + 1

N x 2x

Rp. 672,762,00

M

35% x Rp. 672,762,00

N x M

40% x Rp. 26,498,750

N x M

5% x Rp. 26,498,750

N x M


78/209

Bia!a perbaikan Rp$

Ba+an pelengkap Rp$





40% x Rp. 672,762,00

N x M

5% x Rp. 672,762,00

N x M


79/209


ASPHALT INISHER Jam kerja

NO URAIAN

1 Pen!#s#tan Rp$




8lie 0$0 lt&jam Rp$ ?.>000 >2&lt Rp$

*em#k 0$0 kg&jam Rp$ >000 >2&kg Rp$

ilter 0O Rp$ 1>0 >2&jam Rp$


Bia!a perbaikan Rp$

Ba+an pelengkap Rp$






CONCRETE MI&ER Jam kerja

NO URAIAN

1 Pen!#s#tan Rp$



4 Ba+an bakar ?$0 lt&jam Rp$ 4>00 >2&lt Rp$

8lie 0$0@ lt&jam Rp$ ?.>000 >2&lt Rp$

*em#k 0$00 kg&jam Rp$ >000 >2&kg Rp$



90% x Rp. 161,841,300

N x M

20% x N + 1

N x 2x Rp. 161,841,300

M

35% x Rp. 161,841,300

N x M

90% x Rp. 33,360,400

N x M

20% xN + 1

N x 2x

Rp. 33,360,400

M

35% x Rp. 0

N x M

40% x Rp. 161,841,300

N x M

5% x Rp. 161,841,300

N x M


80/209

Bia!a perbaikan Rp$

Ba+an pelengkap Rp$





40% x Rp. 33,360,400

N x M

5% x Rp. 33,360,400

N x M


81/209


AGITATOR TRUCK Jam kerja

NO URAIAN

1 Pen!#s#tan Rp$




8lie 0$. lt&jam Rp$ ?.>000 >2&lt Rp$

*em#k 0$0. kg&jam Rp$ >000 >2&kg Rp$



Bia!a perbaikan Rp$

Ba+an pelengkap Rp$






CONCRETE MI&ING PLANT Jam kerja

NO URAIAN

1 Pen!#s#tan Rp$



4 Ba+an bakar ?0$00 lt&jam Rp$ 4>00 >2&lt Rp$

8lie 0$ lt&jam Rp$ ?.>000 >2&lt Rp$

*em#k 0$.0 kg&jam Rp$ >000 >2&kg Rp$

ilter 0O Rp$ .> >2&jam Rp$


90% x Rp. 71,699,200

N x M

20% x N + 1N x 2

x Rp. 71,699,200M

35% x Rp. 71,699,200

N x M

40% x Rp. 71,699,200

N x M

5% x Rp. 71,699,200

N x M

90% x Rp. 672,762,00

N x M

20% xN + 1

N x 2x

Rp. 672,762,00

M

35% x Rp. 672,762,00

N x M


82/209

Bia!a perbaikan Rp$

Ba+an pelengkap Rp$





40% x Rp. 672,762,00

N x M

5% x Rp. 672,762,00

N x M


83/209


84/209

4>@?0 >2&jam

@ >2&jam

62349 #m

10.> >2&jam

10>. >2&jam

112421 #m


85/209

an (:)> t+ =

() per t+ = .000

JUMLAH

1>@4 >2&jam

1.>?. >2&jam

71563 #m

1>?00 >2&jam

>400 >2&jam

100 >2&jam

??0 >2&jam

>? >2&jam

>4.1 >2&jam

1>0? >2&jam

68362 #m

10>1 >2&jam

10> >2&jam

116209 #m

an (:)> t+ =

() per t+ = .000

JUMLAH

1.>.? >2&jam

>1. >2&jam

20858 #m

4>00 >2&jam

1@>.00 >2&jam

100 >2&jam

4 >2&jam

.>. >2&jam


86/209

.>. >2&jam

. >2&jam

62611 #m

@?>1 >2&jam

@>?1 >2&jam

102842 #m


87/209

an (:)> t+ =

() per t+ = .000

JUMLAH

>0 >2&jam

>@? >2&jam

17957 #m

?1>00 >2&jam

>000 >2&jam

100 >2&jam

??? >2&jam

? >2&jam

.>1?? >2&jam

4. >2&jam

87789 #m

>@@ >2&jam

>00 >2&jam

92934 #m

an (:)> t+ =

() per t+ = .000

JUMLAH

1.>?10 >2&jam

>.0 >2&jam

20519 #m

>400 >2&jam

>@0 >2&jam

10 >2&jam

4? >2&jam

4> >2&jam


88/209

.>? >2&jam

4 >2&jam

35163 #m

11>@ >2&jam

11>@ >2&jam

126298 #m


89/209


90/209

.>?1 >2&jam

.@ >2&jam

91749 #m

0>0@ >2&jam

>00 >2&jam

66069 #m


91/209

an (:)> t+ =

() per t+ = .000

JUMLAH

.>? >2&jam

1>@0 >2&jam

7365 #m

.>100 >2&jam

4>40 >2&jam

0 >2&jam

.?0 >2&jam

@. >2&jam

1>00 >2&jam

1?. >2&jam

72340 #m

?>@ >2&jam

?>@ >2&jam

80950 #m

an (:)> t+ =

() per t+ = .000

JUMLAH

0>4 >2&jam

?@>.44 >2&jam

43602 #m

1>>000 >2&jam

.4>@0 >2&jam

1>000 >2&jam

1>. >2&jam

1@>.. >2&jam


92/209

..>4. >2&jam

.>0? >2&jam

1986034 #m

1>?>00 >2&jam

1?>0 >2&jam

1310840 #m


93/209

an (:)> t+ =

() per t+ = .000

JUMLAH

14> >2&jam

@>10 >2&jam

28269 #m

.>000 >2&jam

1>000 >2&jam

.0 >2&jam

. >2&jam

>4 >2&jam

>44 >2&jam

0@ >2&jam

56022 #m

1>.@ >2&jam

>1?0 >2&jam

43824 #m

an (:)> t+ = .

() per t+ = .000

JUMLAH

>0 >2&jam

.>0. >2&jam

10004 #m

1>0 >2&jam

.>0 >2&jam

2 >2&jam

2 >2&jam

2 >2&jam


94/209

?>?? >2&jam

41 >2&jam

27247 #m

??>.@1 >2&jam

?>?.@ >2&jam

79920 #m


95/209


96/209

..>4. >2&jam

.>0? >2&jam

1986034 #m

1>?>00 >2&jam

1?>0 >2&jam

1310840 #m


97/209

ONING OPERATING COST

CONCRETE IBRATOR

NO URAIAN

1 Pen!#s#tan

. B#nga> Pajak> *#dang> As#ransi

7 ONING COST PER UNIT 1 ' 2

4 Ba+an bakar 0$0 lt&jam Rp$ 4>00 >2&lt

8lie 0$01 lt&jam Rp$ ?.>000 >2&lt

*em#k 0$00 kg&jam Rp$ >000 >2&kg

ilter 0O Rp$ 2 >2&jam

Ban & #ndercarriage

Bia!a perbaikan

Ba+an pelengkap

3 OPERATING COST PER UNIT 8 ' 5 ' 9 ' 6 ' 4

10 Bia!a langs#ng ? M @

11 Bia!a tak langs#ng 10O 10

12 BIAYA TOTAL ALAT 10 ' 11


COMPRESSOR

NO URAIAN

1 Pen!#s#tan



4 Ba+an bakar @$@0 lt&jam Rp$ 4>00 >2&lt

8lie 0$1@ lt&jam Rp$ ?.>000 >2&lt

90% x Rp. 3,126,000

N x M

20% xN + 1

N x 2x

Rp. 3,126,000

M

35% x Rp. 3,126,000

N x M

90% x Rp. 27,374,250

N x M

20% xN + 1

N x 2x

Rp. 27,374,250

M

40% x Rp. 3,126,000

N x M

5% x Rp. 3,126,000

N x M


98/209

*em#k 0$00 kg&jam Rp$ >000 >2&kg

ilter 0O Rp$ ?0 >2&jam

Ban & #ndercarriage

Bia!a perbaikan

Ba+an pelengkap





35% x Rp. 27,374,250

N x M

40% x Rp. 27,374,250

N x M

5% x Rp. 27,374,250

N x M


99/209


ATER PUMP

NO URAIAN

1 Pen!#s#tan




8lie 0$0 lt&jam Rp$ ?.>000 >2&lt

*em#k 0$00 kg&jam Rp$ >000 >2&kg


Ban & #ndercarriage

Bia!a perbaikan

Ba+an pelengkap






TAMPER IBRATING PLATE

NO URAIAN

1 Pen!#s#tan




8lie 0$01 lt&jam Rp$ ?.>000 >2&lt

90% x Rp. 3,472,250

N x M

20% xN + 1

N x 2x

Rp. 3,427,250

M

35% x Rp. 0

N x M

90% x Rp. 4,932,125

N x M

20% xN + 1

N x 2x

Rp. 4,932,125

M

40% x Rp. 3,427,250

N x M

5% x Rp. 3,427,250

N x M


100/209

*em#k 0$00 kg&jam Rp$ >000 >2&kg


Ban & #ndercarriage

Bia!a perbaikan

Ba+an pelengkap





35% x Rp. 4,932,125

N x M

40% x Rp. 4,932,125

N x M

5% x Rp. 4,932,125

N x M


101/209


BULLDOER

NO URAIAN

1 Pen!#s#tan



4 Ba+an bakar 1@$4 lt&jam Rp$ 4>00 >2&lt

8lie 0$. lt&jam Rp$ ?.>000 >2&lt

*em#k 0$04 kg&jam Rp$ >000 >2&kg

ilter 0O Rp$ @0 >2&jam

Ban & #ndercarriage

Bia!a perbaikan

Ba+an pelengkap






IBRATOR ROLLER 1 TON

NO URAIAN

1 Pen!#s#tan



4 Ba+an bakar ?$00 lt&jam Rp$ 4>00 >2&lt

8lie 0$10 lt&jam Rp$ ?.>000 >2&lt

90% x Rp. 222,856,000

N x M

20% xN + 1

N x 2x

Rp. 222,856,000

M

35% x Rp. 222,856,000

N x M

90% x Rp. 30,479,000

N x M

20% xN + 1

N x 2x

Rp. 30,479,000

M

40% x Rp. 222,856,000

N x M

5% x Rp. 222,856,000

N x M


102/209

*em#k 0$01 kg&jam Rp$ >000 >2&kg

ilter .0O Rp$ 0 >2&jam

Ban & #ndercarriage

Bia!a perbaikan

Ba+an pelengkap





20% x Rp. 30,479,000

N x M

5% x Rp. 30,479,000

N x M

20% x Rp. 30,479,000

N x M


103/209


104/209

Rp$ 2 >2&jam

Rp$ ?1 >2&jam

Rp$ @ >2&jam

Rp$ 1>0@ >2&jam

Rp$ 1? >2&jam

R. 57175 #m

Rp$ >.41 >2&jam

Rp$ >.4 >2&jam

R. 92395 #m


105/209

Fm#r la!anan (:)> t+ = .

Jam kerja () per t+ = .000

JUMLAH

Rp$ 1 >2&jam

Rp$ .0 >2&jam

R. 1082 #m

Rp$ >0 >2&jam

Rp$ 1>00 >2&jam

Rp$ 2 >2&jam

Rp$ 2 >2&jam

Rp$ 2 >2&jam

Rp$ ?4 >2&jam

Rp$ 4? >2&jam

R. 4681 #m

Rp$ @>. >2&jam

Rp$ @ >2&jam

R. 10691 #m

Fm#r la!anan (:)> t+ = ?


JUMLAH

Rp$ 40 >2&jam

Rp$ ?.@ >2&jam

R. 1093 #m

Rp$ ?>00 >2&jam

Rp$ ?.0$00 >2&jam


106/209

Rp$ 2 >2&jam

Rp$ 2 >2&jam

Rp$ . >2&jam

Rp$ ?.@ >2&jam

Rp$ 41 >2&jam

R. 8564 #m

Rp$ >4 >2&jam

Rp$ >2&jam

R. 9211 #m


107/209

Fm#r la!anan (:)> t+ =


JUMLAH

Rp$ .0>0 >2&jam

Rp$ 1?>?1 >2&jam

R. 77824 #m

Rp$ @>.0 >2&jam

Rp$ >000 >2&jam

Rp$ .00 >2&jam

Rp$ 44 >2&jam

Rp$ >00 >2&jam

Rp$ >@14 >2&jam

Rp$ 1>114 >2&jam

R. 115657 #m

Rp$ 14@>1. >2&jam

Rp$ 14>@1 >2&jam

R. 198100 #m

Fm#r la!anan (:)> t+ = 4


JUMLAH

Rp$ ?>4.@ >2&jam

Rp$ 1>@0 >2&jam

R. 5778 #m

Rp$ 1?>00 >2&jam

Rp$ ?>.00$00 >2&jam


108/209

Rp$ 0 >2&jam

Rp$ 10 >2&jam

Rp$ . >2&jam

Rp$ . >2&jam

Rp$ 1@0 >2&jam

R. 14918 #m

Rp$ .?>@4 >2&jam

Rp$ .>?@ >2&jam

R. 29787 #m


109/209

JENIS PEKERJAAN : PASANG PAING BLOK UNTUK JALAN



R.

A TENAGA

1 Pekerja Jam ?$00 ?>$00

. ;#kang Jam 1$00 >000$00

? andor Jam 0$?0 >@?$0

4 8perator Jam 0$0.40 >.$00

B B A H A N

1 PaEing blok 10 cm m. 1$0000 ?>000$00

. Pasir a!ak (pasir beton) m? 0$1.00 1@0>000$00

? 2

4

Alat bant# set 0$0400 .0>000$00

C PERALATAN

1 3ibrator roller 1 ton Jam 0$0.40 .>?4?$10

.

?

4



J#mla+ dib#latkan

JENIS PEKERJAAN : PASANG KERB

SATUAN PEKERJAAN : M


R.

A TENAGA



110/209

. ;#kang Jam 1$0000 >000$00

? andor Jam 0$400 >@?$0

4

B B A H A N

1 5erb b+ 1$00 >00$00

. Pasir a!ak m? 0$000 1@0>000$00

? PC kg .$100 1>040$00

4 Alat bant# set 0$0100 .0>000$00

C PERALATAN

1

.

?

4



J#mla+ dib#latkan


111/209

JENIS PEKERJAAN : MARKA PERKERASAN JALAN



R.

A TENAGA


. ;#kang Jam 1$000 >000$00

? andor Jam 0$.. >@?$0

4

B B A H A N

1 Cat marka kg 1$0 14>00$00

. ;+inner m? 1$000 @>000$00

? *lass bit m? 0$400 40>000$00

4

C PERALATAN

1 Air compressor Jam 0$000 .>@$1@

. Alat pengecat marka ls 1$0000 .>4@$00

? Alat bant# ls 1$0000 .0>000$00

4



J#mla+ dib#latkan

JENIS PEKERJAAN : RAMBU LALU LINTAS STANDAR

SATUAN PEKERJAAN : BUAH


R.

A T

rab logung final.xlsx

Documents