Jalan Tol Ciawi

7/25/2019 Jalan Tol Ciawi

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No.



Uraian

Galian Struktur

Penggalian struktur sampai kedalaman tidak lebih dari 2 m

Penggalian struktur sampai kedalaman lebih dari 2 m, tapi tidak lebih dari 4m

Struktur Beton

PCI Girder, bentang 15.0 m



Plat Pracetak

Tiang Br Betn cast!in!place, dia 50 cm

"#pantin $int %sphaltic Plug celah 5 cm &m'e(

"#pantin $int %sphaltic Plug celah 2 cm &)#(

Perletakan "lastmer *50#2+0#51

Perletakan "lastmer 4+0#*+0#+

Betn -elas B ! 1.1 &lab, diapragma, umum(---> concrete sbo

Betn -elas B ! 1.2 &Pier /ead(---> concrete sbo

Betn -elas B ! 1.* &Clumms slid 12 m(---> concrete sbo

Betn -elas C ! 1 &abt, pile cap, B#(---> concrete sbo

Betn -elas C ! 2 &umum(---> concrete sbo

Betn -elas ---> concrete sbo

Betn -elas "---> concrete sbo

Batang Ba$a Tulangan lir!!!3 besi sbo



Unit Volum Harsat Jumlah

m* *10.++ +,10 24,4,*5

m* 11+.+ 5,40 +,*+,+1

m* 1+.50 1,*24,5*0 2*,42+,05

m* 111.1* 1,*24,5*0 14,15,01

m* 10+.00 1,*24,5*0 14*,04,240

m* 22.*1 1,*24,5*0 *+,1*,*4

m* 1.0* 1,*24,5*0 4,0+1,*

m* 1+.1 1,*24,5*0 24,4,50*

m* 1+.51 1,*24,5*0 24,51,050

kg 110,50.2 2,+0 *2,*0+,44

bh 5.00 *,**,+0 1,,00

bh 5.00 *,**,+0 1,,00

bh 5.00 *,**,+0 1,,00

m2 *52. **+,50.00 11,4*,**

m .00 *,220.00 25,05,120

m 14.4 1*,50.00 2,01,+

m 14.4 1*2,520.00 1,1,54

bh 20.00 !

bh 10.00 !

###



1 m3 Penggalian stru

Upah

0.02+4+4 $am

0.00421 $am

Bahan

0.5 m*

Alat

0.00421 $am

0.0145025 $am

1 m3 Penggalian stru

Upah

0.15+24 $am

0.015+25 $am

Bahan

1 6*

1 7s

Alat

0.015+25 $am

0.02004 $am

1 m3 Beton

Upah

0.+0*212 $am

1.+022+ $am

0.100401 $am

Bahan

1 6*

0.4 6*

4.+ -g

Alat

0.100401 $am

0.*124 $am

0.0244 $am

1 g Pembesian den

Upah

0.105 $am

0.0*5 $am

0.0*5 $am



Bahan

1.05 -g

0.02 -g

Bh P$% Girder! bent

Bahan

4.25 6*

2+*.2 kg

5.01 kg

Buah

0 61

Alat

0.0*145 $am

0.0*145 $am

Upah

1+ $am

2+ $am

14 $am

Bh P$% Girder! bent

Bahan

4.25 6*

2+*.2 kg

5.01 kg

Buah

150 61

Alat

0.0*145 $am

0.0*145 $am

Upah

1+ $am

2+ $am

14 $am

Bh P$% Girder! bent

Bahan

4.25 6*

2+*.2 kg

5.01 kg

Buah

150 61



Alat

0.0*145 $am

0.0*145 $am

Upah

1+ $am

2+ $am

14 $am

Bh P$% Girder! bent

Bahan

4.25 6*

2+*.2 kg

5.01 kg

Buah

20 61

Alat

0.0*145 $am

0.0*145 $am

Upah

1+ $am

2+ $am

14 $am

m Plat Pra(etak

Bahan

4.*4 6*

22.1+*2 kg

5+2.1+ kg

kg

12 6

Alat

Upah

1+ $am

5 $am

1 $am

m) *iang Bor Beto

Bahan

0.2+24** 6*

42.411501 -g

1.++455 62

Alat



0.0015 $am

0.0425+1+ $am

Upah

0.00*+ $am

0.004 $am

0.0015 $am

bh ,-pantion oint

Bahan

0.2+24** m1

Alat

0.+5 $am

Upah

5.25 $am

1.1 $am

0.5+***** $am

bh ,-pantion oint

Bahan

0.2+24** m1

Alat

0.+5 $am

Upah

5.25 $am

1.1 $am

0.5+***** $am



ktur sampai kedalaman tidak lebih dari m

Peker$a 89p. 12,+5 : 9p

6andr 89p. 21,42 : 9p

rugan Pilihan 89p. 150,000 : 9p

";C%<%T=9 +0!140 /P 89p. 400,000 : 9p

B77=>"9 100!150 /P 89p. 12,+5 : 9p

Ttal : 9p

dibulatkan : 9p

ktur sampai kedalaman lebih dari m! tapi tidak lebih dari "m

Peker$a 89p. 12,+5 : 9p

6andr 89p. 21,42 : 9p

rugan Pilihan 89p. 150,000 : 9p

Bahan pengaman tebing galian 89p. 500,000 : 9p

";C%<%T=9 +0!140 /P 89p. 400,000 : 9p

B77=>"9 100!150 /P 89p. 12,+5 : 9p

Ttal : 9p

dibulatkan : 9p

Peker$a 89p. 12,+5 : 9p

Tukang 89p. 1,14* : 9p

6andr 89p. 21,42 : 9p

Betn &uppl? b? =@ner( 89p. sbo : 9p

Perancah 89p. 2,500,000 : 9p

Paku 89p. 14,000 : 9p

Cn. Pan. 6i#er 89p. 500,000 : 9p

Truck 6i#er 89p. 45,000 : 9p

Aater Tang Truck 89p. 200,000 : 9p

Ttal : 9p

dibulatkan : 9p

an besi ulir

Peker$a 8 9p. 12,+5 : 9p

Tukang besi 8 9p. 1,14* : 9p

6andr 8 9p. 21,42 : 9p



Besi betn & plsulir ( 8 9p. sbo : 9p

-a@at betn 8 9p. 14,000 : 9p

Ttal : 9p

dibulatkan : 9p

ang 1&.' m

Betn -500 8 9p. sbo : 9p

-abel prategang 8 9p. sbo : 9p

Tulangan ba$a 8 9p. sbo : 9p

%nchrage 8 9p. sbo : 9p

ucting 8 9p. sbo : 9p

Crane 1 8 9p. 550,000 : 9p

Crane 2 8 9p. 550,000 : 9p

Peker$a 8 9p. 12,+5 : 9p

Tukang 8 9p. 1,14* : 9p

6andr 8 9p. 21,42 : 9p

Ttal : 9p

dibulatkan : 9p

ang &.' m

Betn -500 8 9p. sbo : 9p





Crane 1 8 9p. 550,000 : 9p

Crane 2 8 9p. 550,000 : 9p

Peker$a 8 9p. 12,+5 : 9p

Tukang 8 9p. 1,14* : 9p

6andr 8 9p. 21,42 : 9p

Ttal : 9p

dibulatkan : 9p

ang &.' m

Betn -500 8 9p. sbo : 9p







Crane 1 8 9p. 550,000 : 9p

Crane 2 8 9p. 550,000 : 9p

Peker$a 8 9p. 12,+5 : 9p

Tukang 8 9p. 1,14* : 9p

6andr 8 9p. 21,42 : 9p

Ttal : 9p

dibulatkan : 9p

ang "&.' m

Betn -500 8 9p. sbo : 9p





Crane 1 8 9p. 550,000 : 9p

Crane 2 8 9p. 550,000 : 9p

Peker$a 8 9p. 12,+5 : 9p

Tukang 8 9p. 1,14* : 9p

6andr 8 9p. 21,42 : 9p

Ttal : 9p

dibulatkan : 9p

Betn -*50 8 9p. sbo : 9p

trand 8 9p. sbo : 9p



ucting &casing strand( 8 9p. sbo : 9p

Peker$a 8 9p. 12,+5 : 9p

Tukang 8 9p. 1,14* : 9p

6andr 8 9p. 21,42 : 9p

Ttal : 9p

dibulatkan : 9p

(ast+in+pla(e! dia &' (m

Betn -!250 8 9p. sbo : 9p

Ba$a Tulangan 8 9p. sbo : 9p

Casing 8 9p. 15,000 : 9p



B=9" PI7" 6%C/I" 8 9p. 50,000 : 9p

C=C9"T" P6P 8 9p. 15,000 : 9p

Peker$a 8 9p. 12,+5 : 9p

Tukang 8 9p. 1,14* : 9p

6andr 8 9p. 21,42 : 9p

Ttal : 9p

dibulatkan : 9p

/sphalti( Plug (elah & (m 0moe2

"#pansin Dint tipe %sphaltic Plug celah 5 cm 8 9p. 125,000 : 9p

Cutter 6achine 8 9p. 5,000 : 9p

Peker$a 8 9p. 12,+5 : 9p

Tukang 8 9p. 1,14* : 9p

6andr 8 9p. 21,42 : 9p

Ttal : 9p

dibulatkan : 9p

/sphalti( Plug (elah (m 0-2

"#pansin Dint tipe %sphaltic Plug celah 2 cm 8 9p. 100,000 : 9p

Cutter 6achine 8 9p. 5,000 : 9p

Peker$a 8 9p. 12,+5 : 9p

Tukang 8 9p. 1,14* : 9p

6andr 8 9p. 21,42 : 9p

Ttal : 9p

dibulatkan : 9p



*+*.

15.0

5,000.00

2,+4.+4

1+.4

+,14.

45!41'.''

2,1*2.0*

*55.*4

150,000.00

500,000.00

,*2.+

*2.2

5,4*.2

6&7!"7'.''

10,*2.02

*0,+1.0

2,151.4

1,000,000.00

,200.00

50,200.+0

150,21.2+

1*,44+.5

1,*24,52.5

1!3"!&3'.''

1,*50.00

00.00

50.00



2+0.00

2,+0.00

!75'.''

4,+.5

4,+.5

2,10,000.00

4+0,000.00

*00,000.00

*,**,5.0

3!733!75'.''

4,+.5

4,+.5

2,10,000.00

4+0,000.00

*00,000.00

*,**,5.0

3!733!75'.''



4,+.5

4,+.5

2,10,000.00

4+0,000.00

*00,000.00

*,**,5.0

3!733!75'.''

4,+.5

4,+.5

2,10,000.00

4+0,000.00

*00,000.00

*,**,5.0

3!733!75'.''

2*1,42+.5

+5,14.2

21,42+.5

**+,51.4*

335!&4'.''

2+,24.**



1,242.4

,451.+2

12.+0

+5.20

*5.50

*,21.12

34!'.''

*5,*42.2

4,250.00

,500.00

20,000.00

12,500.00

1*,52.2

137!&7'.''

2+,24.**

4,250.00

,500.00

20,000.00

12,500.00

1*2,524.**

13!&'.''



Peker$a 12,+5

Tukang 1,14*

-epala Tukang 21,42

6andr 21,42

rugan Pilihan 150,000 m*

Bahan pengaman tebing galian 500,000 ls

Besi betn & plsulir ( ,000 kg

-a@at betn 14,000 kg

-a?u terentang6eranti &6C( 2,500,000 m*

Paku 14,000 kg

-abel prategang 10,000 kg

%nchrage 500,000 Buah

ucting 0,000 61

"#pansin Dint tipe %sphaltic Plug cel 125,000 61

"#pansin Dint tipe %sphaltic Plug cela 100,000 61

Cn. Pan. 6i#er 500,000 $am

Truck 6i#er 45,000 $am

A%T"9 T%-"9 *000!4500 7. 200,000 $am

B=9" PI7" 6%C/I" 50,000 $am

C=C9"T" P6P 15,000 $am

C9%" 10!15 T= 550,000 $am

C9%" 10!15 T= 550,000 $am

";C%<%T=9 +0!140 /P 400,000 $am

B77=>"9 100!150 /P 450,000 $am

Casing 15,000 m2

Cutter 6achine 5,000 $am



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Jalan Tol Ciawi

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