NO.
STRUKTUR
PERHITUNGAN VOLUME
Tipe double : 2 (3 X 3)
SKETSA.
BADAN 1
Luas
=
0.30 x
Volume 360
30
300
30
300
30
3.60 x
3 3..0
= 3.240 x
3 .5
x
0.15 x
8. 8 .0
= 0.360 x
3 .5
=
3. 2 4 0
=
0.36
360
3
Luas
= 0.30
Volume
0 5 0 3
TOTAL VOLUME BADAN
0 1 4
0 0 3
0 8 3
PLAT LANTAI ATAS ATAS DAN BAWAH 0 3 0 7
0 7
0 0 1
2
Luas Volume
=
0.30 x
3.00 x
4 4..0
= 3.600 x
3 .5
=
3. 6 0 0
TOTAL VOLUME PLAT LANTAI
l
=
3m
t
=
3m
+
=
0. 3 m
=
3 .5 m
l"%,*
!m"#$! %&x '(l)"*t
TOTAL VOLUME BADAN + PLAT LANTAI
Volume Volume box box pe
NO.
STRUKTUR
PERHITUNAN !"LU#E
SKETSA.
TU#IT$ TU#IT$ WIN WALL$ KERB (S%&%p bo' ule*+) 10 20
TU#IT : 0 3
Volume =
0.40 x
0.- x
6.0 x
2.00
=
3 . 86 4
1.80 x
3.0 x
4.00 x
0.30
=
8. 4 2
0 30
0 20
0 30
0 20
0 30 =
0 14
20
0 3
3 8 0 0 0 3
WIN WALL : Volume =
0 3
0 7
0 0 1
KERB : Luas
/
P,#,# = 14.10 x
2
Volume 30
0 5
=
2 8. 2
=
3,-1
360
0 8
0 3
0 8 3 0 0 3
0 3 0 7
TOTAL VOLUME VOLUM E SAYAP SAYAP
NO.
STRUKTUR
PERHITUNGAN VOLUME
SKETSA.
!"LU#E BET"N K.12/ (LANTAI KER0A) 1
Luas
=
0.10 x
6.0
=
0. 6
2
Luas
=
0.10 x
Volume
=
0.40
=
0.04 x
6.0 x
0.04
2
TOTAL
REKAPITULASI VOLUME BOX CULVERT TIPE DOUBEL 2(300
1 !"LU#E BET"N K3/
1,3
83
2 !"LU#E BET"N K12/
2,45
83
3 BERAT BESI P"L"S
24/-,4
67
BERAT BESI ULIR
2-22,
67
TOTAL 7ERAT 7ESI
5-81.3
12
12 5-81
PERHITUNGAN VOLUME PEKERJAAN
VOLUME
m3
m2 =
11.34
m3
=
1.26
m3
=
12.60
m3
=
12.60
m3
=
12.60
m3
m2
m2
=
r meter' =
25.20
m3
7.200
PERHITUNGAN VOLUME PEKERJAAN
VOLUME
m3
m3
3.864
m3
m3
8.42
m3
2
m
m3
3.81
m3
16.10
m3
PERHITUNGAN VOLUME PEKERJAAN VOLUME
m2
m3
m2
=
0.55
m3
2,45
m3
300)
6342 t,%"l
560.-0
NO.
STRUKTUR
PERHITUNGAN VOLUME
Tipe double : 2 (3 X 2$/)
SKETSA.
BADAN 1
Luas
=
0.30 x
Volume 310
30
300
30
300
30
3.10 x
3.0
= 2.-0 x
3.5
x
0.15 x
8.0
= 0.360 x
3.5
=
2.-0
=
0.36
310
3
0 5
0 5 2
0 3 0 7
0 7
= 0.30
Volume
0 3
0 6 3
Luas
TOTAL VOLUME BADAN
0 3 3
PLAT LANTAI ATAS DAN BAWAH 0 0 1
2
Luas Volume
=
0.30 x
3.00 x
4.0
= 3.600 x
3.5
=
3.600
TOTAL VOLUME PLAT LANTAI
l
=
3m
t
=
2.5 m
+
=
0.3 m
=
3.5 m
l"%,*
!m"#$! %&x '(l)"*t
TOTAL VOLUME BADAN + PLAT LANTAI
Volume box pe
NO.
STRUKTUR
PERHITUNAN !"LU#E
SKETSA.
TU#IT$ WIN WALL$ KERB (S%&%p bo' ule*+) 10 20
TU#IT : Volume =
0 3
0.40 x
0.- x
6.0 x
2.00
=
3.864
1.55 x
3.40 x
4.00 x
0.30
=
6.32
0 30
0 20
0 30
0 20
0 30 =
0 14
20
0 3
3 3 0
WIN WALL : Volume =
0 5 2
0 3
0
0 0
KERB : Luas
/
P,#,# = 13.10 x
2
Volume 30
=
26.2
=
3,/
310
0 5
0 8
0 3
0 3 3 0 5 2
0 3 0 7
TOTAL VOLUME SAYAP
NO.
STRUKTUR
PERHITUNGAN VOLUME
SKETSA.
!"LU#E BET"N K.12/ (LANTAI KER0A) 1
Luas
=
0.10 x
6.0
=
0.6
2
Luas
=
0.10 x
Volume
=
0.40
=
0.04 x
6.0 x
0.04
2
TOTAL
REKAPITULASI VOLUME BOX CULVERT TIPE DOUBEL 2(300
1 !"LU#E BET"N K3/
35,3/
83
2 !"LU#E BET"N K12/
2,45
83
3 BERAT BESI P"L"S
2/-3
67
BERAT BESI ULIR
299
67
TOTAL 7ERAT 7ESI
522
12
12 522
PERHITUNGAN VOLUME PEKERJAAN
VOLUME
m3
m2 =
.--
m3
=
1.26
m3
=
11.03
m3
=
12.60
m3
=
12.60
m3
m2
m2
=
r meter' =
23.63
m3
6.750
PERHITUNGAN VOLUME PEKERJAAN
VOLUME
m3
m3
3.864
m3
m3
6.32
m3
2
m
m3
3.54
m3
13.73
m3
PERHITUNGAN VOLUME PEKERJAAN VOLUME
m2
m3
m2
=
0.55
m3
2,45
m3
250)
51t,%"l
32.00
NO.
STRUKTUR
PERHITUNGAN VOLUME
Tipe double : 2 (3 X 2)
SKETSA.
BADAN 1
Luas
=
0.30 x
Volume 260
30
300
30
300
30
2.60 x
3.0
= 2.340 x
3.5
x
0.15 x
8.0
= 0.360 x
3.5
=
2.340
=
0.36
260
3
Luas
= 0.30
0 5
Volume
0 3
0 1 3
0 0 2
0 3 0 7
0 7
0 8 2
0 0 1
TOTAL VOLUME BADAN
PLAT LANTAI ATAS DAN BAWAH 2
Luas Volume
=
0.30 x
3.00 x
4.0
= 3.600 x
3.5
=
3.600
TOTAL VOLUME PLAT LANTAI
l
=
3m
t
=
2m
+
=
0.3 m
=
3.5 m
l"%,*
!m"#$! %&x '(l)"*t
TOTAL VOLUME BADAN + PLAT LANTAI
Volume box pe
NO.
STRUKTUR
PERHITUNAN !"LU#E
SKETSA.
TU#IT$ WIN WALL$ KERB (S%&%p bo' ule*+) 10 20
TU#IT : Volume =
0.40 x
0.- x
6.0 x
2.00
=
3.864
1.30 x
2.0 x
4.00 x
0.30
=
4.52
0 30
0 20
0 30
0 20
0 30 =
0 14
0 3
20
0 3
2 3 0
WIN WALL : Volume =
0 0 2
0 3
KERB : Luas
/
P,#,# = 12.10 x
2
Volume
30
=
24.2
=
3,25
260
0 5
0 8
0 3
0 8 2 0 0 2
0 3 0 7
TOTAL VOLUME SAYAP
NO.
STRUKTUR
PERHITUNGAN VOLUME
SKETSA.
!"LU#E BET"N K.12/ (LANTAI KER0A) 1
Luas
=
0.10 x
6.0
=
0.6
2
Luas
=
0.10 x
Volume
=
0.40
=
0.04 x
6.0 x
0.04
2
TOTAL
REKAPITULASI VOLUME BOX CULVERT TIPE DOUBEL 2(300
1 !"LU#E BET"N K3/
33,51
83
2 !"LU#E BET"N K12/
2,45
83
3 BERAT BESI P"L"S
224,1
67
BERAT BESI ULIR
294,9
67
TOTAL 7ERAT 7ESI
4-18.-
12
12 4-1
PERHITUNGAN VOLUME PEKERJAAN
VOLUME
m3
m2 =
8.1
m3
=
1.26
m3
=
9.45
m3
=
12.60
m3
=
12.60
m3
m2
m2
=
r meter' =
22.05
m3
6.300
PERHITUNGAN VOLUME PEKERJAAN
VOLUME
m3
m3
3.864
m3
m3
4.52
m3
2
m
m3
3.2-
m3
11.66
m3
PERHITUNGAN VOLUME PEKERJAAN VOLUME
m2
m3
m2
=
0.55
m3
2,45
m3
200)
4636 t,%"l
82.-0
NO.
STRUKTUR
PERHITUNGAN VOLUME
Tipe double : 2 (3 X 1$/)
SKETSA.
BADAN 1 210
30
300
30
300
30
210
Luas
=
0.30 x
Volume
3
0 5
Luas
= 0.30
2.10 x
3.0
= 1.80 x
3.5
x
0.15 x
8.0
= 0.360 x
3.5
=
1.80
=
0.36
0 3
Volume 0 6 2
0 5 1
0 3 2
TOTAL VOLUME BADAN 0 3 0 7
0 7
0 0 1
PLAT LANTAI ATAS DAN BAWAH 2
Luas Volume
=
0.30 x
3.00 x
4.0
= 3.600 x
3.5
=
3.600
TOTAL VOLUME PLAT LANTAI
l
=
3m
t
=
1.5 m
+
=
0.3 m
=
3.5 m
l"%,*
!m"#$! %&x '(l)"*t
TOTAL VOLUME BADAN + PLAT LANTAI
Volume box pe
NO.
STRUKTUR
PERHITUNAN !"LU#E
SKETSA.
TU#IT$ WIN WALL$ KERB (S%&%p bo' ule*+) 10 20
TU#IT : Volume =
0 3
20
0.40 x
0.- x
6.0 x
2.00
=
3.864
1.05 x
2.40 x
4.00 x
0.30
=
3.02
0 30
0 20
0 30
0 20
0 30 =
0 14
0 3
2 6 0
Volume =
0 5 1
0 3
0
WIN WALL :
KERB : 0 0
Luas
/
P,#,# = 11.10 x
2
Volume 30
0 5
=
22.2
=
3,
210
0 8
0 3
0 3 2 0 5 1
0 3 0 7
TOTAL VOLUME SAYAP
NO.
STRUKTUR
PERHITUNGAN VOLUME
SKETSA.
!"LU#E BET"N K.12/ (LANTAI KER0A) 1
Luas
=
0.10 x
6.0
=
0.6
2
Luas
=
0.10 x
Volume
=
0.40
=
0.04 x
6.0 x
0.04
2
TOTAL
REKAPITULASI VOLUME BOX CULVERT TIPE DOUBEL 2(300
1 !"LU#E BET"N K3/
3,39
83
2 !"LU#E BET"N K12/
2,45
83
3 BERAT BESI P"L"S
14/5,2
67
BERAT BESI ULIR
2243,2
67
TOTAL 7ERAT 7ESI
4250.4
12
12 4250
PERHITUNGAN VOLUME PEKERJAAN
VOLUME
m3
m2 =
6.62
m3
=
1.26
m3
=
7.88
m3
=
12.60
m3
=
12.60
m3
m2
m2
=
r meter' =
20.48
m3
5.850
PERHITUNGAN VOLUME PEKERJAAN
VOLUME
m3
m3
3.864
m3
m3
3.02
m3
2
m
m3
3.00
m3
9.89
m3
PERHITUNGAN VOLUME PEKERJAAN VOLUME
m2
m3
m2
=
0.55
m3
2,45
m3
50)
4354 t,%"l
103.60
NO.
STRUKTUR
PERHITUNGAN VOLUME
Tipe double : 2 (2$/ X 3)
SKETSA.
BADAN 356
28
250
28
250
28
1
356
Luas
=
0.28 x
Volume 0 5
3
8 2
6 0 4
0 0 3
8 2 2 7
2 7
Luas
= 0.28
Volume
8 7 3
3.56 x
3.0
= 2.0 x
3.5
x
0.14 x
8.0
= 0.314 x
3.5
=
2.0
=
0.3136
TOTAL VOLUME BADAN 0 0 1
PLAT LANTAI ATAS DAN BAWAH 2
Luas Volume
=
0.28 x
2.50 x
4.0
= 2.800 x
3.5
=
2.800
TOTAL VOLUME PLAT LANTAI
l
=
2.5 m
t
=
3m
+
=
0.28 m
=
3.5 m
l"%,*
!m"#$! %&x '(l)"*t
TOTAL VOLUME BADAN + PLAT LANTAI
Volume box pe
NO.
STRUKTUR
PERHITUNAN !"LU#E
SKETSA.
TU#IT$ WIN WALL$ KERB (S%&%p bo' ule*+) 10 20
TU#IT : Volume =
0 3
0.40 x
0.-2 x
5.84 x
2.00
=
3.364
1.-8 x
3.84 x
4.00 x
0.30
=
8.20
0 30
0 20
0 30
0 20
0 30 =
0 14
20
8 2
3 7 8
WIN WALL : Volume =
0 0 3
8 2
2 7
0 0 1
KERB : Luas
/
P,#,# = 12.6 x
2
Volume 28
=
25.2
=
3,/
356
0 5
8 7
8 2
8 7 3 0 0 3
8 2 2 7
TOTAL VOLUME SAYAP
NO.
STRUKTUR
PERHITUNGAN VOLUME
SKETSA.
!"LU#E BET"N K.12/ (LANTAI KER0A) 1
Luas
=
0.10 x
5.84
=
0.58
2
Luas
=
0.10 x
Volume
=
0.40
=
0.04 x
5.84 x
0.04
2
TOTAL
REKAPITULASI VOLUME BOX CULVERT TIPE DOUBEL 2(250
1 !"LU#E BET"N K3/
39,3
83
2 !"LU#E BET"N K12/
2,/1
83
3 BERAT BESI P"L"S
255
67
BERAT BESI ULIR
2343
67
TOTAL 7ERAT 7ESI
5100
12
12 5100
PERHITUNGAN VOLUME PEKERJAAN
VOLUME
m3
m2 =
10.4-
m3
=
1.10
m3
=
11.56
m3
=
.80
m3
=
9.80
m3
m2
m2
=
r meter' =
21.36
m3
6.104
PERHITUNGAN VOLUME PEKERJAAN
VOLUME
m3
m3
3.364
m3
m3
8.20
m3
2
m
m3
3.50
m3
15.07
m3
PERHITUNGAN VOLUME PEKERJAAN VOLUME
m2
m3
m2
=
0.4-
m3
2,/1
m3
300)
450 t,%"l
510.10
NO.
STRUKTUR
PERHITUNGAN VOLUME
Tipe double : 2 (2$/ X 2$/)
SKETSA.
BADAN 1 302
26
250
26
250
26
Luas
=
0.26 x
3.02 x
3.0
= 2.356 x
3.5
x
0.13 x
8.0
= 0.2-0 x
3.5
=
2.356
=
0.2-04
302
Volume
3
0 5
Luas
= 0.26
6 2
Volume
2 5 3
0 5 2
6 2 3
TOTAL VOLUME BADAN 6 2 4 7
4 7
0 0 1
PLAT LANTAI ATAS DAN BAWAH 2
Luas Volume
=
0.26 x
2.50 x
4.0
= 2.600 x
3.5
=
2.600
TOTAL VOLUME PLAT LANTAI
l
=
2.5 m
t
=
2.5 m
+
=
0.26 m
=
3.5 m
l"%,*
!m"#$! %&x '(l)"*t
TOTAL VOLUME BADAN + PLAT LANTAI
Volume box pe
NO.
STRUKTUR
PERHITUNAN !"LU#E
SKETSA.
TU#IT$ WIN WALL$ KERB (S%&%p bo' ule*+) 10 20
TU#IT : Volume =
0 3
0.40 x
0.-4 x
5.-8 x
2.00
=
3.422
1.51 x
3.28 x
4.00 x
0.30
=
5.4
0 30
0 20
0 30
0 20
0 30 =
0 14
20
6 2
3 2 6
WIN WALL : Volume =
0 5 2
6 2
4 7
0 0 1
KERB : Luas
/
P,#,# = 11.82 x
2
Volume 26
=
23.64
=
3,14
302
0 5
6 7
6 2
6 2 3 0 5 2
6 2 4 7
TOTAL VOLUME SAYAP
NO.
STRUKTUR
PERHITUNGAN VOLUME
SKETSA.
!"LU#E BET"N K.12/ (LANTAI KER0A) 1
Luas
=
0.10 x
5.-8
=
0.58
2
Luas
=
0.10 x
Volume
=
0.40
=
0.04 x
5.-8 x
0.04
2
TOTAL
REKAPITULASI VOLUME BOX CULVERT TIPE DOUBEL 2(250
1 !"LU#E BET"N K3/
3,-/
83
2 !"LU#E BET"N K12/
2,4
83
3 BERAT BESI P"L"S
225
67
BERAT BESI ULIR
24
67
TOTAL 7ERAT 7ESI
431
12
12 431
PERHITUNGAN VOLUME PEKERJAAN
VOLUME
m3
m2 =
8.24
m3
=
0.5
m3
=
9.19
m3
=
.10
m3
=
9.10
m3
m2
m2
=
r meter' =
18.29
m3
5.226
PERHITUNGAN VOLUME PEKERJAAN
VOLUME
m3
m3
3.422
m3
m3
5.4
m3
2
m
m3
3.1
m3
12.56
m3
PERHITUNGAN VOLUME PEKERJAAN VOLUME
m2
m3
m2
=
0. 4 6
m3
2,4
m3
250)
562 t,%"l
1 3 - 3. 3 5
NO.
STRUKTUR
PERHITUNGAN VOLUME
Tipe double : 2 (2$/ X 2)
SKETSA.
BADAN 252
26
250
26
250
26
1
252
Luas
=
0.26 x
Volume
3
0 5
Luas
= 0.26
2.52 x
3. 3 .0
= 1.66 x
3.5
x
0.13 x
8.0
= 0.2-0 x
3.5
=
1.66
=
0. 0.2-04
6 2
2 0 3
0 0 2
Volume
6 7 2
TOTAL VOLUME BADAN 6 2 4 7
4 7
0 0 1
PLAT LANTAI ATAS ATAS DAN BAWAH 2
Luas Volume
=
0.26 x
2.50 x
4. 4 .0
= 2.600 x
3.5
=
2.600
TOTAL VOLUME PLAT LANTAI
l
=
2.5 m
t
=
2m
+
=
0.26 m
=
3.5 m
l"%,*
!m"#$! %&x '(l)"*t
TOTAL VOLUME BADAN + PLAT LANTAI
Volume box pe
NO.
STRUKTUR
PERHITUNAN !"LU#E
SKETSA.
TU#IT$ WIN WALL$ KERB (S%&%p bo' ule*+)
10 20
TU#IT :
0 3
Volume =
20
0.40 x
0.-4 x
5.-8 x
2.00
=
3.42
1.26 x
2.-8 x
4.00 x
0.30
=
4.20
0 30
0 20
0 30
0 20
0 30 =
0 14
6 2
2 7 6 0 0 2
WIN WALL : Volume =
6 2
4 7
0 0 1
KERB : Luas
/
P,#,# = 10.82 x
2
Volume 26
0 5
=
21.64
=
2,42
252
6 7
6 2
6 7 2 0 0 2
6 2 4 7
TOTAL VOLUME SAYAP
NO.
STRUKTUR
PERHITUNGAN VOLUME
SKETSA.
!"LU#E BET"N K.12/ (LANTAI KER0A) 1
Luas
=
0.10 x
5.-8
=
0.58
2
Luas
=
0.10 x
Volume
=
0.40
=
0.04 x
5.-8 x
0.04
2
TOTAL
REKAPITULASI VOLUME BOX CULVERT TIPE DOUBEL 2(250
1 !"LU#E BET"N K3/
25,5
83
2 !"LU#E BET"N K12/
2,4
83
3 BERAT BESI P"L"S
14/
67
BERAT BESI ULIR
1-49
67
TOTAL 7ERAT 7ESI
3846
12
12 3846
PERHITUNGAN VOLUME PEKERJAAN
VOLUME
m3
m2 =
6.88
m3
=
0.5
m3
=
7.83
m3
=
.10
m3
=
9.10
m3
m2
m2
=
r meter' =
16.93
m3
4.836
PERHITUNGAN VOLUME PEKERJAAN
VOLUME
m3
m3
3.42
m3
m3
4.20
m3
2
m
m3
2.2
m3
10.55
m3
PERHITUNGAN VOLUME PEKERJAAN VOLUME
m2
m3
m2
=
0.46
m3
2,4
m3
200)
4436 t,%"l
58.85
NO.
STRUKTUR
PERHITUNGAN VOLUME
Tipe double : 2 (2$/ X 1$/)
SKETSA.
BADAN 202
26
250
26
250
26
1
202
Luas
=
0.26 x
Volume
0 5
3
Luas
= 0.26
2.02 x
3.0
= 1.5-6 x
3.5
x
0.13 x
8.0
= 0.2-0 x
3.5
=
1.5-6
=
0.2-04
6 2
2 5 2
0 5 1
6 2 4 7
4 7
Volume
6 2 2
TOTAL VOLUME BADAN 0 0 1
PLAT LANTAI ATAS DAN BAWAH 2
Luas Volume
=
0.26 x
2.50 x
4.0
= 2.600 x
3.5
=
2.600
TOTAL VOLUME PLAT LANTAI
l
=
2.5 m
t
=
1.5 m
+
=
0.26 m
=
3.5 m
l"%,*
!m"#$! %&x '(l)"*t
TOTAL VOLUME BADAN + PLAT LANTAI
Volume box pe
NO.
STRUKTUR
PERHITUNAN !"LU#E
SKETSA.
10 20
TU#IT$ WIN WALL$ KERB (S%&%p bo' ule*+)
TU#IT :
0 3
Volume =
20
6 2
0.40 x
0.8 x
5.-8 x
2.00
=
3.6
1.01 x
2.28 x
4.00 x
0.30
=
2.-6
0 30
0 20
0 30
0 20
0 30 =
0 14
2 2 6
WIN WALL :
0 5 1
Volume = 6 2
4 7
0 0 1
KERB : Luas
/
P,#,# =
.82 x
2
Volume 26
0 5
=
1.64
=
2,9/
202
6 7
6 2
6 2 2 0 5 1
6 2 4 7
TOTAL VOLUME SAYAP
NO.
STRUKTUR
PERHITUNGAN VOLUME
SKETSA.
!"LU#E BET"N K.12/ (LANTAI KER0A) 1
Luas
=
0.10 x
5.-8
=
0.58
2
Luas
=
0.10 x
Volume
=
0.40
=
0.04 x
5.-8 x
0.04
2
TOTAL
REKAPITULASI VOLUME BOX CULVERT TIPE DOUBEL 2(250
1 !"LU#E BET"N K3/
2,95
83
2 !"LU#E BET"N K12/
2,4
83
3 BERAT BESI P"L"S
1512
67
BERAT BESI ULIR
153
67
TOTAL 7ERAT 7ESI
3454
12
12 3454
PERHITUNGAN VOLUME PEKERJAAN
VOLUME
m3
m2 =
5.51
m3
=
0.5
m3
=
6.46
m3
=
.10
m3
=
9.10
m3
m2
m2
=
r meter' =
15.56
m3
4.446
PERHITUNGAN VOLUME PEKERJAAN
VOLUME
m3
m3
3.6
m3
m3
2.-6
m3
2
m
m3
2.65
m3
9.11
m3
PERHITUNGAN VOLUME PEKERJAAN VOLUME
m2
m3
m2
=
0.46
m3
2,4
m3
50)
3312 t,%"l
142.4
NO.
STRUKTUR
PERHITUNGAN VOLUME
Tipe double : 2 (2 X 3)
SKETSA.
BADAN 352
26
200
26
200
26
352
1
Luas
=
0.26 x
Volume 0 5
3
6 2
2 0 4
0 0 3
6 2 4 7
4 7
6 7 3
Luas
= 0.26
Volume
3.52 x
3.0
= 2.-46 x
3.5
x
0.13 x
8.0
= 0.2-0 x
3.5
=
2.-46
=
0.2-04
TOTAL VOLUME BADAN 0 0 1
PLAT LANTAI ATAS DAN BAWAH 2
Luas Volume
=
0.26 x
2.00 x
4.0
= 2.080 x
3.5
=
2.080
TOTAL VOLUME PLAT LANTAI
l
=
2m
t
=
3m
+
=
0.26 m
=
3.5 m
l"%,*
!m"#$! %&x '(l)"*t
TOTAL VOLUME BADAN + PLAT LANTAI
Volume box pe
NO.
STRUKTUR
PERHITUNAN !"LU#E
SKETSA.
TU#IT$ WIN WALL$ KERB (S%&%p bo' ule*+) 10 20
TU#IT : 0 3
Volume =
0.40 x
0.-4 x
4.-8 x
2.00
=
2.830
1.-6 x
3.-8 x
4.00 x
0.30
=
-.8
0 30
0 20
0 30
0 20
0 30 =
0 14
20
6 2
4 0 2 0 0 3
WIN WALL : Volume =
6 2
4 7
0 0 1
KERB : Luas
/
P,#,# = 11.82 x
2
Volume 26
0 5
=
23.64
=
3,14
352
6 7
6 2
6 7 3 0 0 3
6 2 4 7
TOTAL VOLUME SAYAP
NO.
STRUKTUR
PERHITUNGAN VOLUME
SKETSA.
!"LU#E BET"N K.12/ (LANTAI KER0A) 1
Luas
=
0.10 x
4.-8
=
0.48
2
Luas
=
0.10 x
Volume
=
0.40
=
0.04 x
4.-8 x
0.04
2
TOTAL
REKAPITULASI VOLUME BOX CULVERT TIPE DOUBEL 2(200
1 !"LU#E BET"N K3/
31,-
83
2 !"LU#E BET"N K12/
2,9
83
3 BERAT BESI P"L"S
29
67
BERAT BESI ULIR
144-
67
TOTAL 7ERAT 7ESI
4458
12
12 4458
PERHITUNGAN VOLUME PEKERJAAN
VOLUME
m3
m2 =
.61
m3
=
0.5
m3
=
10.56
m3
=
-.28
m3
=
7.28
m3
m2
m2
=
r meter' =
17.84
m3
5.096
PERHITUNGAN VOLUME PEKERJAAN
VOLUME
m3
m3
2.830
m3
m3
-.8
m3
2
m
m3
3.1
m3
14.00
m3
PERHITUNGAN VOLUME PEKERJAAN VOLUME
m2
m3
m2
=
0.38
m3
2,9
m3
300)
466 t,%"l
238.33
NO.
STRUKTUR
PERHITUNGAN VOLUME
Tipe double : 2 (2 X 2$/)
SKETSA.
BADAN 1 300
25
200
25
200
25
300
Luas
=
0.25 x
Volume
3
0 5
Luas
= 0.25
3.00 x
3.0
= 2.250 x
3.5
x
0.13 x
8.0
= 0.250 x
3.5
=
2.250
=
0.25
5 2
Volume 0 5 3
0 5 2
5 2 3
TOTAL VOLUME BADAN 5 2 5 7
5 7
0 0 1
PLAT LANTAI ATAS DAN BAWAH 2
Luas Volume
=
0.25 x
2.00 x
4.0
= 2.000 x
3.5
=
2.000
TOTAL VOLUME PLAT LANTAI
l
=
2m
t
=
2.5 m
+
=
0.25 m
=
3.5 m
l"%,*
!m"#$! %&x '(l)"*t
TOTAL VOLUME BADAN + PLAT LANTAI
Volume box pe
NO.
STRUKTUR
PERHITUNAN !"LU#E
SKETSA.
TU#IT$ WIN WALL$ KERB (S%&%p bo' ule*+) 10 20
TU#IT : Volume =
0 3
0.40 x
0.-5 x
4.-5 x
2.00
=
2.850
1.50 x
3.25 x
4.00 x
0.30
=
5.85
0 30
0 20
0 30
0 20
0 30 =
0 14
20
5 2
3 2 5
WIN WALL : Volume =
0 5 2
5 2
KERB : 0 0
Luas
/
P,#,# = 10.-5 x
2
Volume 25
0 5
300
=
21.5
=
2,42/
5 7
5 2
5 2 3 0 5 2
5 2 5 7
TOTAL VOLUME SAYAP
NO.
STRUKTUR
PERHITUNGAN VOLUME
SKETSA.
!"LU#E BET"N K.12/ (LANTAI KER0A) 1
Luas
=
0.10 x
4.-5
=
0.48
2
Luas
=
0.10 x
Volume
=
0.40
=
0.04 x
4.-5 x
0.04
2
TOTAL
REKAPITULASI VOLUME BOX CULVERT TIPE DOUBEL 2(200
1 !"LU#E BET"N K3/
25,3/
83
2 !"LU#E BET"N K12/
2,
83
3 BERAT BESI P"L"S
29/
67
BERAT BESI ULIR
159
67
TOTAL 7ERAT 7ESI
382
12
12 382
PERHITUNGAN VOLUME PEKERJAAN
VOLUME
m3
m2 =
-.88
m3
=
0.88
m3
=
8.75
m3
=
-.00
m3
=
7.00
m3
m2
m2
=
r meter' =
15.75
m3
4.500
PERHITUNGAN VOLUME PEKERJAAN
VOLUME
m3
m3
2.850
m3
m3
5.85
m3
2
m
m3
2.025
m3
11.60
m3
PERHITUNGAN VOLUME PEKERJAAN VOLUME
m2
m3
m2
=
0.38
m3
2,
m3
250)
4-88 t,%"l
58.65
NO.
STRUKTUR
PERHITUNGAN VOLUME
Tipe double : 2 (2 X 2)
SKETSA.
BADAN 1 248
24
200
24
200
24
248
Luas
=
0.24 x
Volume
3
0 5
Luas
= 0.24
2.48 x
3.0
= 1.-86 x
3.5
x
0.12 x
8.0
= 0.230 x
3.5
=
1.-86
=
0.2304
4 2
Volume
8 9 2
0 0 2
4 7 2
TOTAL VOLUME BADAN 4 2 6 7
6 7
0 0 1
PLAT LANTAI ATAS DAN BAWAH 2
Luas Volume
=
0.24 x
2.00 x
4.0
= 1.20 x
3.5
=
1.20
TOTAL VOLUME PLAT LANTAI
l
=
2m
t
=
2m
+
=
0.24 m
=
3.5 m
l"%,*
!m"#$! %&x '(l)"*t
TOTAL VOLUME BADAN + PLAT LANTAI
Volume box pe
NO.
STRUKTUR
PERHITUNAN !"LU#E
SKETSA.
TU#IT$ WIN WALL$ KERB (S%&%p bo' ule*+) 10 20
TU#IT : 0 3
Volume =
0.40 x
0.-6 x
4.-2 x
2.00
=
2.8-0
1.24 x
2.-2 x
4.00 x
0.30
=
4.05
0 30
0 20
0 30
0 20
0 30 =
0 14
20 4 2
2 7 4 0 0 2
WIN WALL : Volume =
4 2
6 7
0 0 1
KERB : Luas
/
P,#,# =
.68 x
2
Volume
24
=
1.36
=
2,91
248
0 5
4 7
4 2
4 7 2 0 0 2
4 2 6 7
TOTAL VOLUME SAYAP
NO.
STRUKTUR
PERHITUNGAN VOLUME
SKETSA.
!"LU#E BET"N K.12/ (LANTAI KER0A) 1
Luas
=
0.10 x
4.-2
=
0.4-
2
Luas
=
0.10 x
Volume
=
0.40
=
0.04 x
4.-2 x
0.04
2
TOTAL
REKAPITULASI VOLUME BOX CULVERT TIPE DOUBEL 2(200
1 !"LU#E BET" K3/
23,31
83
2 !"LU#E BET" K12/
2,3
83
3 BERAT BESI P"L"S
152
67
BERAT BESI ULIR
1/3
67
TOTAL 7ERAT 7ESI
3263
12
12 3263
PERHITUNGAN VOLUME PEKERJAAN
VOLUME
m3
m2 =
6.25
m3
=
0.81
m3
=
7.06
m3
=
6.-2
m3
=
6.72
m3
m2
m2
=
r meter' =
13.78
m3
3.936
PERHITUNGAN VOLUME PEKERJAAN
VOLUME
m3
m3
2.8-0
m3
m3
4.05
m3
2
m
m3
2.61
m3
9.53
m3
PERHITUNGAN VOLUME PEKERJAAN VOLUME
m2
m3
m2
=
0.38
m3
2,3
m3
200)
3533 t,%"l
2-0.06
NO.
STRUKTUR
PERHITUNGAN VOLUME
Tipe double : 2 (2 X 1$/)
SKETSA.
BADAN 198
24
200
24
200
24
1
198
Luas
=
0.24 x
Volume 0 5
3
4 2
8 4 2
0 5 1
4 2 6 7
6 7
Luas
= 0.24
Volume
4 2 2
1.8 x
3.0
= 1.426 x
3.5
x
0.12 x
8.0
= 0.230 x
3.5
=
1.426
=
0.2304
TOTAL VOLUME BADAN 0 0 1
PLAT LANTAI ATAS DAN BAWAH 2
Luas Volume
=
0.24 x
2.00 x
4.0
= 1.20 x
3.5
=
1.20
TOTAL VOLUME PLAT LANTAI
l
=
2m
t
=
1.5 m
+
=
0.24 m
=
3.5 m
l"%,*
!m"#$! %&x '(l)"*t
TOTAL VOLUME BADAN + PLAT LANTAI
Volume box pe
NO.
STRUKTUR
PERHITUNAN !"LU#E
SKETSA.
TU#IT$ WIN WALL$ KERB (S%&%p bo' ule*+) 10 20
TU#IT : Volume =
0 3
0.40 x
0.-6 x
4.-2 x
2.00
=
2.8-0
0. x
1.8 x
4.00 x
0.30
=
2.35
0 30
0 20
0 30
0 20
0 30 =
0 14
20
4 2
2 2 4
Volume =
0 5 1
4 2
6
WIN WALL :
KERB : 0 0
Luas
/
P,#,# =
8.68 x
2
Volume 24
0 5
=
1-.36
=
2,3
198
4 7
4 2
4 2 2 0 5 1
4 2 0 0 1
TOTAL VOLUME SAYAP
NO.
STRUKTUR
PERHITUNGAN VOLUME
SKETSA.
!"LU#E BET"N K.12/ (LANTAI KER0A) 1
Luas
=
0.10 x
4.-2
=
0.4-
2
Luas
=
0.10 x
Volume
=
0.40
=
0.04 x
4.-2 x
0.04
2
TOTAL
REKAPITULASI VOLUME BOX CULVERT TIPE DOUBEL 2(200
1 !"LU#E BET"N K3/
2,-
83
2 !"LU#E BET"N K12/
2,3
83
3 BERAT BESI P"L"S
11
67
BERAT BESI ULIR
12
67
TOTAL 7ERAT 7ESI
2811
12
12 2811
PERHITUNGAN VOLUME PEKERJAAN
VOLUME
m3
m2 =
4.
m3
=
0.81
m3
=
5.80
m3
=
6.-2
m3
=
6.72
m3
m2
m2
=
r meter' =
12.52
m3
3.576
PERHITUNGAN VOLUME PEKERJAAN
VOLUME
m3
m3
2.8-0
m3
m3
2.35
m3
2
m
m3
2.34
m3
7.57
m3
PERHITUNGAN VOLUME PEKERJAAN VOLUME
m2
m3
m2
=
0.38
m3
2,3
m3
50)
2t,%"l
185.58
NO.
STRUKTUR
PERHITUNGAN VOLUME
Tipe double : 2 (2 X 1)
SKETSA.
BADAN 148
24
200
24
200
24
1
148
Luas
=
0.24 x
Volume
0 5
3
Luas
= 0.24
1.48 x
3.0
= 1.066 x
3.5
x
0.12 x
8.0
= 0.230 x
3.5
=
1.066
=
0.2304
4 2
4 7 1
0 0 1
4 2 0 0 1
6 7
Volume
4 7 1
TOTAL VOLUME BADAN 0 0 1
PLAT LANTAI ATAS DAN BAWAH 2
Luas Volume
=
0.24 x
2.00 x
4.0
= 1.20 x
3.5
=
1.20
TOTAL VOLUME PLAT LANTAI
l
=
2m
t
=
1m
+
=
0.24 m
=
3.5 m
l"%,*
!m"#$! %&x '(l)"*t
),*!,%"l
TOTAL VOLUME BADAN + PLAT LANTAI
Volume box pe
NO.
STRUKTUR
PERHITUNAN !"LU#E
SKETSA.
TU#IT$ WIN WALL$ KERB (S%&%p bo' ule*+)
10 20
TU#IT :
0 3
20
Volume =
4 2
0.40 x
0.8 x
4.-2 x
2.00
=
3.021
0.-4 x
1.-2 x
4.00 x
0.30
=
1.53
0 30
0 20
0 30
0 20
0 30 =
0 14
1 7 4
WIN WALL :
0 0 1
Volume = 4 2
6 7
0 0 1
KERB : Luas
/
P,#,# = 24
2
Volume
148
0 5
-.68 x
=
15.36
=
2,5
4 7
4 2
4 7 1 0 0 1
4 2 0 0 1
TOTAL VOLUME SAYAP
NO.
STRUKTUR
PERHITUNGAN VOLUME
SKETSA.
!"LU#E BET"N K.12/ (LANTAI KER0A) 1
Luas
=
0.10 x
4.-2
=
0.4-
2
Luas
=
0.10 x
Volume
=
0.40
=
0.04 x
4.-2 x
0.04
2
TOTAL
REKAPITULASI VOLUME BOX CULVERT TIPE DOUBEL 2(200
1 !"LU#E BET"N K3/
15,--
83
2 !"LU#E BET"N K12/
2,3
83
3 BERAT BESI P"L"S
122
67
BERAT BESI ULIR
1291
67
TOTAL 7ERAT 7ESI
2503
12
12 2503
PERHITUNGAN VOLUME PEKERJAAN
VOLUME
m3
m2 =
3.-3
m3
=
0.81
m3
=
4.54
m3
=
6.-2
m3
=
6.72
m3
m2
m2
=
r meter' =
11.26
m3
3.216
PERHITUNGAN VOLUME PEKERJAAN
VOLUME
m3
m3
3.021
m3
m3
1.53
m3
2
m
m3
2.0-
m3
6.62
m3
PERHITUNGAN VOLUME PEKERJAAN VOLUME
m2
m3
m2
=
0. 3 8
m3
2,3
m3
00)
3065 t,%"l
5 6 2. 1 1
NO.
STRUKTUR
PERHITUNGAN VOLUME
Tipe double double : 2 (1$/ X 1)
SKETSA.
BADAN 1
Luas
=
0.20 x
Volume
3
Luas
= 0.20
Volume
1.40 x
3. 3 .0
= 0.840 x
3. 5
x
0.10 x
8. 8.0
= 0.160 x
3. 5
=
0.840
=
0. 1 6
TOTAL VOLUME BADAN
PLAT LANTAI ATAS ATAS DAN BAWAH 2
Luas Volume
=
0.20 x
1.50 x
4. 4 .0
= 1.200 x
3. 5
=
1.200
TOTAL VOLUME PLAT LANTAI
l
=
1. 5 m
t
=
1m
+
=
0. 2 m
=
3. 5 m
l"%,*
!m"#$! %&x '(l)"*t
TOTAL VOLUME BADAN + PLAT LANTAI
Volume Volume box box pe
STRUKTUR
NO.
PERHITUNAN !"LU#E
SKETSA.
TU#IT$ WIN WALL$ KERB (S%&%p bo' ule*+)
TU#IT : Volume =
0.40 x
0.8 x
3.60 x
2.00
=
2.304
0.-0 x
1.60 x
4.00 x
0.30
=
1. 3 4
0 30
0 20
0 30 /
0 20
0 30 =
WIN WALL : Volume =
KERB : Luas
0
P,#,# =
6.40 x
2
Volume
=
12.8
=
1,52-
TOTAL VOLUME SAYAP
NO.
STRUKTUR
PERHITUNGAN VOLUME
SKETSA.
!"LU#E BET"N K.12/ (LANTAI KER0A) 1
Luas
=
0.10 x
3.60
=
0.36
2
Luas
=
0.10 x
Volume
=
0.40
=
0.04 x
3.60 x
0.04
2
TOTAL
REKAPITULASI VOLUME BOX CULVERT TIPE DOUBEL 2(50
1 !"LU#E BET"N K3/
13,-
83
2 !"LU#E BET"N K12/
1,//
83
3 BERAT BESI P"L"S
49-,2
67
BERAT BESI ULIR
-92,
67
TOTAL 7ERAT 7ESI
1831
12
12 1831
PERHITUNGAN VOLUME PEKERJAAN
VOLUME
m3
m2 =
2.4
m3
=
0.56
m3
=
3.50
m3
=
4.20
m3
=
4.20
m3
m2
m2
=
r meter' =
7.70
m3
2.200
PERHITUNGAN VOLUME PEKERJAAN
VOLUME
m3
m3
2.304
m3
m3
1.34
m3
2
m
m3
1.-28
m3
5.38
m3
PERHITUNGAN VOLUME PEKERJAAN VOLUME
m2
m3