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D Pekerjaan Plumbing a
Jumlah Pekerja b
Jumlah Pekerjaan b. Pek. Air Buangan/ c
Jumlah Pekerjaan c. Pek. Air Buangan d
Jumlah Pekerja e
Jumlah Pekerjaan d. Pe e
Jumlah Pekerjaan d. P
Jumlah D Pe
Sat Pekerjaan Plumbing Pekerjaan air bersih Instalasi pemipaan air c/w support hanger dengan aksesoris, PP-R PN 16 include soke/ knie dll Lantai 1 Pekerjaan Pemasangan Pipa Pipa PVC Dia. 16mm Pipa PVC Dia. 20mm Pipa PVC Dia. 25mm Pipa PVC Dia. 32mm Pipa PVC Dia. 40mm (Horizontal ke Rooftank) Pipa PVC Dia. 40mm (Shaft ke Rooftank (lt.1-lt.5)) Pipa PVC Dia. 40mm (Shaft dari Rooftank (lt.1-lt.5)) Lantai 2 Pekerjaan Pemasangan Pipa
m' m' m' m' m' m' m'
Pipa PVC Dia. 16mm Pipa PVC Dia. 20mm Pipa PVC Dia. 25mm Pipa PVC Dia. 32mm Lantai 3 Pekerjaan Pemasangan Pipa
m' m' m' m'
Pipa PVC Dia. 16mm Pipa PVC Dia. 20mm Pipa PVC Dia. 25mm Lantai 4 Pekerjaan Pemasangan Pipa
m' m' m'
Pipa PVC Dia. 16mm Pipa PVC Dia. 20mm Pipa PVC Dia. 25mm Pipa PVC Dia. 32mm Lantai 5 (Rooftop) Pekerjaan Pemasangan Pipa
m' m' m' m'
Pipa PVC Dia. 40mm (Horizontal ke Rooftank) Pipa PVC Dia. 40mm (Horizontal dari Rooftank)
m' m'
Pek. Galian Tanah Pipa Tanam Pek. Urugan Tanah Kembali
m3 m3
Pek. Groundtank 10m3 Pek. Pemasangan Rooftank 8m3 Pek. Sumur Bor 200m Pek. Pemasangan Pompa Hidropor
bh bh bh bh
bh
Pek. Pemasangan Pompa Booster
Jumlah Pekerjaan a. Pek. A Pekerjaan air buangan/ kotor Instalasi pemipaan air c/w support hanger dengan aksesoris, PVC kls AW include soke/ knie dll Pemasangan Pipa Air Kotor (Black Water) Lantai 1 Pipa PVC Dia 2 1/2" AW Pipa PVC Dia 4" AW Pipa PVC Dia 4" AW (Shaft) Pipa PVC Dia 6" AW Pipa PVC Dia 6" AW (Shaft) Lantai 2 Pipa PVC Dia 2 1/2" AW Pipa PVC Dia 4" AW Lantai 3 Pipa PVC Dia 2 1/2" AW Pipa PVC Dia 4" AW Lantai 4 Pipa PVC Dia 2 1/2" AW Pipa PVC Dia 4" AW Pek. Galian Tanah Pipa Tanam Pek. Urugan Tanah Kembali
Pemasangan Pipa Air Buangan (Grey Water) Lantai 1 Pipa PVC Dia 2" AW Pipa PVC Dia 2 1/2" AW Pipa PVC Dia 2 1/2" AW (Shaft) Pipa PVC Dia 3" AW Pipa PVC Dia 4" AW Pipa PVC Dia 4" AW (Shaft) Lantai 2 Pipa PVC Dia 2" AW Pipa PVC Dia 2 1/2" AW Pipa PVC Dia 3" AW Lantai 3 Pipa PVC Dia 2" AW Pipa PVC Dia 2 1/2" AW Pipa PVC Dia 3" AW Lantai 4
m' m' m' m' m' m' m' m' m' m' m'
m3 m3 Jumlah Pekerjaan b. Pek. Air Buangan/ Kotor (Blac
m' m' m' m' m' m' m' m' m' m' m' m'
Pipa PVC Dia 2" AW Pipa PVC Dia 2 1/2" AW Pipa PVC Dia 3" AW Pek. Galian Tanah Pipa Tanam Pek. Urugan Tanah Kembali
m' m' m'
m3 m3 Jumlah Pekerjaan c. Pek. Air Buangan/ Kotor (Gre
Pekerjaan pipa vent Instalasi pemipaan air c/w support hanger dengan aksesoris, PVC kls AW include soke/ knie dll Lantai 1 Pipa PVC Dia 1 1/2" AW Pipa PVC Dia 2" AW Pipa PVC Dia 2 1/2" AW Pipa PVC Dia 3" AW Pipa PVC Dia 3" AW (Shaft) Lantai 2 Pipa PVC Dia 1 1/2" AW Pipa PVC Dia 2" AW Pipa PVC Dia 2 1/2" AW Lantai 3 Pipa PVC Dia 1 1/2" AW Pipa PVC Dia 2" AW Pipa PVC Dia 2 1/2" AW Lantai 4 Pipa PVC Dia 1 1/2" AW Pipa PVC Dia 2" AW Pipa PVC Dia 2 1/2" AW
m' m' m' m' m' m' m' m' m' m' m'
m' m' m' Jumlah Pekerjaan d. Pek. P
Pekerjaan Saluran Air Hujan Air Hujan Instalasi pemipaan air Hujan c/w support hanger dengan aksesoris, PVC kls AW include soke/ knie dll Pipa PVC Dia 6" AW (Vertikal) m' Pipa PVC Dia 6" AW (Horizontal) m' Pemasangan Roofdrain bh Pekerjaan Sumur Resapan Dia. 150cm bh Pek. Galian Tanah Pipa Tanam Pek. Urugan Tanah Kembali
m3 m3
Jumlah Pekerjaan d. Pek. Saluran A Pekerjaan Saluran U-Ditch 60x60x120 Pek. Pengukuran dan Pasang Bowplank Pek. Galian Tanah Biasa ≤ 1 m
m' m3
Pek. Pemadatan Tanah Dasar Saluran Pek. Lantai Kerja (K-100) Tebal 5 cm Pek. Pemasangan U-Ditch 60 X 60 X 120 (105 Unit) Pek. Pemasangan CU 60 HD (210 Unit) Pek. Urugan Tanah Kembali
m2 m3 m' m' m3 Jumlah Pekerjaan d. Pek. Saluran
Jumlah D Pekerjaan P
Vol
Harga Satuan
Jumlah
62.41 6.53 8.88 22.43 26.85 18.10 15.10
-
58.63 26.17 10.74 3.10
-
27.12 2.97 13.84
-
45.17 2.97 3.64 10.20
-
7.00 8.10 2.42 2.38
-
Jumlah Pekerjaan a. Pek. Air Bersih
-
6.021 18.932 4.5 17.1 12.9
-
4.23 32.2
-
4.23 21.36
-
4.23 21.36
-
-
6.31 5.57 b. Pek. Air Buangan/ Kotor (Black Water)
-
25.49 0.84 4.5 10.873 18.3 12.9
-
19.655 7.9 14.202
-
12.463 6.1 9.427
-
-
13.153 7.5 18.677
-
8.33 7.89 c. Pek. Air Buangan/ Kotor (Grey Water)
-
14.77 24.46 11.645 22.378 16.9
-
28.732 26.199 40.41
-
21.505 8.829 16.41
-
21.505 8.829 16.41 Jumlah Pekerjaan d. Pek. Pipa Vent
138.1 55.1 13 2
4.96 3.99 mlah Pekerjaan d. Pek. Saluran Air Hujan
124.95 87.32506
-
-
-
-
104.958 5.2479 124.95 124.95 8.9964 mlah Pekerjaan d. Pek. Saluran U-Ditch
-
Jumlah D Pekerjaan Plumbing
#REF!
JARINGAN AIR BERSIH LANTAI 1
No. PIPA
SANITER
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 35A 35B 36 37
UR UR UR WS WS KR JW CL KR JW CL KR
JW CL KR JW CL KR WS KR
WS
BEBAN 1 BEBAN NET. (Unit) UNIT (BW) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
3 3 6 3 9 1 10 1 11 1 12 1 1 2 1 3 1 4 1 5 1 6 18 1 1 2 1 3 1 4 1 5 1 6 1 1 2 8 1
Diameter (mm) 16 16 20 16 20 16 20 16 25 16 25 16 16 16 16 16 16 16 16 16 16 20 25 16 16 16 16 16 16 16 16 16 16 20 16 16 16 20 16
Panjang Pipa (m) 1.25 0.55 0.7 0.55 0.95 0.55 0.9 0.55 0.45 1.25 4.975 2.89 2.35 0.325 2.35 5.8 2.35 0.4 2.35 0.325 2.35 2.216 3 2.89 2.35 0.325 2.35 5.8 2.35 0.4 2.35 0.325 2.35 0.215 1.2 2.45 3.88 0.65 2.35
38 39 40 41 42 43
CL WS
1 1 1 2 1 1
9 1 10 2 12 30
20 16 20 16 25 32
0.05 2.35 0.85 2.5 0.45 22.425
JARINGAN AIR BERSIH LANTAI 2
No. PIPA
SANITER
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 30A 30B 31 32 32A 32B
KR CL KR KR CL JW KR CL JW
UR UR WS WS CL JW KR KR WS CL JW
BEBAN 1 BEBAN NET. (Unit) UNIT (BW) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 2 1 3 1 1 2 1 3 1 4 1 5 1 6 9 3 12 3 15 1 16 1 17 1 1 2 1 3 1 4 1 4 1 1
Diameter (mm) 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 20 20 16 25 16 25 16 25 16 25 16 16 16 16 16 16 16 16 16 16 16
Panjang Pipa (m) 0.675 0.35 0.5 0.35 1.7 0.675 0.35 0.4 0.35 0.7 0.35 0.325 0.35 0.395 0.35 0.54 2.433 2.35 0.7 2.35 0.42 5.95 1.2 5.95 8.42 2.745 2.35 1.2 2.35 0.725 2.5 0.25 2.35 5.3 2.745 2.35
32C 32D 32E 32F 33 34 35
WS
SK
1 1 1 1 1 1 1
2 1 3 7 21 2 23
16 16 16 20 32 16 32
0.54 2.35 3.75 23.2 2.17 2.7 0.927
JARINGAN AIR BERSIH LANTAI 3
No. PIPA
SANITER
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27
KR CL KR KR CL JW KR CL JW
UR UR WS WS SK
BEBAN 1 BEBAN NET. (Unit) UNIT (BW) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 2 1 3 1 1 2 1 3 1 4 1 5 1 6 9 3 12 3 15 1 16 1 17 2 19
Diameter (mm) 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 20 20 16 25 16 25 16 25 16 25 16 25
Panjang Pipa (m) 0.675 0.35 0.5 0.35 1.7 0.675 0.35 0.4 0.35 0.7 0.35 0.325 0.35 0.395 0.35 0.54 2.433 2.35 0.7 2.35 0.42 5.95 1.2 5.95 10.59 2.7 0.927
JARINGAN AIR BERSIH LANTAI 4
No. PIPA
SANITER
BEBAN 1 BEBAN NET. (Unit) UNIT (BW)
Diameter (mm)
Panjang Pipa (m)
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43
KR CL KR KR CL JW KR CL JW
UR UR WS WS KR KR KR KR
KR KR KR KR
SK
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 2 1 3 1 1 2 1 3 1 4 1 5 1 6 9 3 12 3 15 1 16 1 17 1 1 2 1 1 2 4 21 1 1 2 1 1 2 4 25 2 27
JARINGAN SHAFT AIR BERSIH PIPA VERTIKAL DARI ROOFTANK
16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 20 20 16 25 16 25 16 25 16 25 16 16 16 16 16 16 16 32 16 16 16 16 16 16 16 32 16 32
0.675 0.35 0.5 0.35 1.7 0.675 0.35 0.4 0.35 0.7 0.35 0.325 0.35 0.395 0.35 0.54 2.433 2.35 0.7 2.35 0.42 5.95 1.2 5.95 1.32 0.85 0.15 0.5 1.9 0.15 0.2 5.275 0.3 0.85 0.15 0.2 1.9 0.15 0.5 5.275 8.971 2.7 0.927
No. PIPA
LT
BEBAN
1 2 3 4
1 2 3 4
30 23 19 27
BEBAN Diameter KUMULATIF (mm) 30 53 72 99
Panjang Pipa (m)
40 40 40 40
4.5 4.2 4.2 2.2
40
15.1
PIPA HORIZONTAL DARI ROOFTANK No. PIPA
LT
BEBAN
1
5
-
BEBAN Diameter KUMULATIF (mm) -
40
Panjang Pipa (m) 8.1
PIPA VERTIKAL KE ROOFTANK No. PIPA
LT
BEBAN
1
1-5
-
BEBAN Diameter KUMULATIF (mm) -
40
Panjang Pipa (m) 18.1
PIPA HORIZONTAL KE ROOFTANK BEBAN Diameter KUMULATIF (mm)
No. PIPA
LT
BEBAN
1 2
1 5
-
-
40 40 TOTAL
PEK. GALIAN TANAH P 26.85
L 0.3
T 0.3
Vol 2.4165
Sat m3
Panjang 26.85
Vol. 0.0337236
m3
VOLUME PIPA Rad. 0.02
PEK. URUGAN TANAH Vol Urugan 2.4165 Vol. Pipa 0.0337236 Total 2.3827764
m3 m3 m3
Panjang Pipa (m) 26.85 7 33.85
Diameter (mm) Sum - Panjang Pipa (m) 16 62.41 20 6.531 25 8.875 32 22.425 Total Result 100.241
Diameter (mm) Sum - Panjang Pipa (m) 16 58.625 20 26.173 25 10.74 32 3.097 Total Result 98.635
Diameter (mm) Sum - Panjang Pipa (m) 16 27.12 20 2.973 25 13.837 Total Result 43.93
Diameter (mm) Sum - Panjang Pipa (m) 16 45.17 20 2.973 25 3.64 32 10.198 Total Result 61.981
JARINGAN AIR KOTOR (BLACK) LANTAI 1
No. PIPA
S S S S S S
S S
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
Panjan Panjang BEBAN Diamete g Pipa Pipa SANITER UNIT (BW) r (Inch) Hor. Tegak (m) (m) PRIME CL CL CL CL CL UR UR
UR
8 4 12 4 16 4 20 4 24 4 28 2.5 2.5 5 33 2.5 35.5
4 4 4 4 4 4 4 4 4 4 6 2.5 2.5 4 6 2.5 6
1.35 2.56 1.12 0.7 0.5 1.13 2.5 0.7 0.5 1.13 1.85 0.977 0.277 0.242 0.25 0.867 15
0 1.3 0 1.3 0 1.3 0 1.3 0 1.3 0 1.3 1.3 0 0 1.3 0
Total Panjang Pipa (m) 1.35 3.86 1.12 2 0.5 2.43 2.5 2 0.5 2.43 1.85 2.277 1.577 0.242 0.25 2.167 15
JARINGAN AIR KOTOR (BLACK) LANTAI 2
No. PIPA
1 2 3 4 5 6 7 8 9
Panjan Panjang BEBAN Diamete g Pipa Pipa SANITER UNIT (BW) r (Inch) Hor. Tegak (m) (m) CL CL UR UR CL
4 4 8 2.5 10.5 2.5 13 4 17
4 4 4 2.5 4 2.5 4 4 4
1.7 0.3 1.225 0.73 0.1 0.9 1.575 0.3 12.26
1.3 1.3 0 1.3 0 1.3 0 1.3 0
Total Panjang Pipa (m) 3 1.6 1.225 2.03 0.1 2.2 1.575 1.6 12.26
10 11 12
CL CL
4 4 8
4 4 4
2.94 0.5 4.94
1.3 1.3 0
4.24 1.8 4.8
JARINGAN AIR KOTOR (BLACK) LANTAI 3
No. PIPA
1 2 3 4 5 6 7 8 9
Panjan Panjang BEBAN Diamete g Pipa Pipa SANITER UNIT (BW) r (Inch) Hor. Tegak (m) (m) CL CL UR UR CL
4 4 8 2.5 10.5 2.5 13 4 17
4 4 4 2.5 4 2.5 4 4 4
1.7 0.3 1.225 0.73 0.1 0.9 1.575 0.3 12.26
1.3 1.3 0 1.3 0 1.3 0 1.3 0
Total Panjang Pipa (m) 3 1.6 1.225 2.03 0.1 2.2 1.575 1.6 12.26
JARINGAN AIR KOTOR (BLACK) LANTAI 4
No. PIPA
1 2 3 4 5 6 7 8 9
No. PIPA 1
Panjan Panjang BEBAN Diamete g Pipa Pipa SANITER UNIT (BW) r (Inch) Hor. Tegak (m) (m) CL CL UR UR CL
4 4 8 2.5 10.5 2.5 13 4 17
4 4 4 2.5 4 2.5 4 4 4
1.7 0.3 1.225 0.73 0.1 0.9 1.575 0.3 12.26
1.3 1.3 0 1.3 0 1.3 0 1.3 0
JARINGAN SHAFT AIR KOTOR SHAFT BELAKANG BEBAN Diamet Panjang LT BEBAN KUMULA er Pipa (m) TIF (mm) 51 6 4.5 1 17
Total Panjang Pipa (m) 3 1.6 1.225 2.03 0.1 2.2 1.575 1.6 12.26
2 3
2 3
No. PIPA
LT
1
1
PEK. GALIAN TANAH P 42.053
L 0.3
VOLUME PIPA Rad. 0.075
17 17
6 6 6
4.2 4.2 12.9
SHAFT DEPAN BEBAN Diamet Panjang BEBAN KUMULA er Pipa (m) TIF (mm) 8 8 4 4.5
T 0.5
Panjang Vol. 42.053 0.7427611
PEK. URUGAN TANAH Vol Urugan 6.30795 Vol. Pipa 0.74276 Total 5.56519
34 17
m3 m3 m3
Vol 6.30795
m3
Sat m3
Diameter (Inch)Sum - Total Panjang Pipa (m) 2.5 6.021 4 18.932 6 17.1 Total Result 42.053
Diameter (Inch)Sum - Total Panjang Pipa (m) 2.5 4.23 4 32.2 Total Result 36.43
Diameter (Inch)Sum - Total Panjang Pipa (m) 2.5 4.23 4 21.36 Total Result 25.59
Diameter (Inch)Sum - Total Panjang Pipa (m) 2.5 4.23 4 21.36 Total Result 25.59
JARINGAN AIR BUANGAN (GREY) LANTAI 1
No. PIPA
1 2 3 3A 3B 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
Panjan Panjang BEBAN Diamete g Pipa Pipa SANITER UNIT (BW) r (Inch) Hor. Tegak (m) (m) PRIME WS FD WS WS FD FD WS
FD FD
WS WS FD FD*
6 2 8 1 9 2 10 2 12 1 1 2 2 4 16 1 1 2 18 2 20 2 22 1 2 24
3 2 3 2 3 2 3 2 3 2 2 2 2 2.5 3 2 2 2 3 2 3 2 3 2 2 4
2.111 0.893 0.66 0.8 1.68 0 0.622 0 0.375 1.5 0.2 1.85 0.2 0.84 3 1.5 0.2 2.687 2 1.13 0.15 0 0.275 0.25 0.88 18.3
0 1.3 0 0.8 0 1.3 0 1.3 0 0.8 0.8 0 1.3 0 0 0.8 0.8 0 0 1.3 0 1.3 0 0.8 0.8 0
Total Panjang Pipa (m) 2.111 2.193 0.66 1.6 1.68 1.3 0.622 1.3 0.375 2.3 1 1.85 1.5 0.84 3 2.3 1 2.687 2 2.43 0.15 1.3 0.275 1.05 1.68 18.3
JARINGAN AIR BUANGAN (GREY) LANTAI 2
No. PIPA
1
Panjan Panjang BEBAN Diamete g Pipa Pipa SANITER UNIT (BW) r (Inch) Hor. Tegak (m) (m) WS
2
2
2
1.3
Total Panjang Pipa (m) 3.3
2 3 4 5 6 7 8 9 10 11
12 13 14 15 16 17 18
FD FD FD WS SK
WS FD FD WS
1 3 1 4 1 5 2 7 2 9
2 2.5 2 2.5 2 2.5 2 3 2 3
0.3 1.4 0.3 2.8 0.3 1.9 1.15 8.5 2.113 0.927
0.8 0 0.8 0 0.8 0 1.3 0 1.3 0
1.1 1.4 1.1 2.8 1.1 1.9 2.45 8.5 3.413 0.927
2 1 3 1 4 2 6
2 2 2.5 2 2.5 2 3
0.732 1.08 0.8 0.68 1 0.5 4.775
1.3 0.8 0 0.8 0 1.3 0
2.032 1.88 0.8 1.48 1 1.8 4.775
JARINGAN AIR BUANGAN (GREY) LANTAI 3
No. PIPA
1 2 3 4 5 6 7 8 9 10 11
Panjan Panjang BEBAN Diamete g Pipa Pipa SANITER UNIT (BW) r (Inch) Hor. Tegak (m) (m) WS FD FD FD WS SK
2 1 3 1 4 1 5 2 7 2 9
2 2 2.5 2 2.5 2 2.5 2 3 2 3
2 0.3 1.4 0.3 2.8 0.3 1.9 1.15 8.5 2.113 0.927
1.3 0.8 0 0.8 0 0.8 0 1.3 0 1.3 0
Total Panjang Pipa (m) 3.3 1.1 1.4 1.1 2.8 1.1 1.9 2.45 8.5 3.413 0.927
JARINGAN AIR BUANGAN (GREY) LANTAI 4
No. PIPA
Panjan Panjang BEBAN Diamete g Pipa Pipa SANITER UNIT (BW) r (Inch) Hor. Tegak (m) (m)
Total Panjang Pipa (m)
0 1 2 3 4 5 6 7 8 9 10 11 12 13
No. PIPA 1 2 3
FD WS* FD FD FD WS FD SK
2 2.5 2 2.5 2 2.5 2 3 2 3 2 3 2 3
1.15 2 0.3 1.4 0.3 2.8 0.3 1.9 1.15 8.5 1.24 7.35 2.113 0.927
0.8 1.3 0.8 0 0.8 0 0.8 0 1.3 0 0.8 0 1.3 0
JARINGAN SHAFT AIR KOTOR SHAFT BELAKANG BEBAN Diamet Panjang LT BEBAN KUMULA er Pipa (m) TIF (mm) 1 9 29 4 4.5 2 9 20 4 4.2 3 11 11 4 4.2 TOTAL 12.9
No. PIPA
LT
1
1
PEK. GALIAN TANAH P 55.503
L 0.3
VOLUME PIPA Rad. 0.05
1 3 1 4 1 5 1 6 2 8 1 9 2 11
SHAFT DEPAN BEBAN Diamet Panjang BEBAN KUMULA er Pipa (m) TIF (mm) 6 3 2.5 4.5
T 0.5
Panjang Vol. 55.503 0.4356986
PEK. URUGAN TANAH Vol Urugan 8.32545 Vol. Pipa 0.4357 Total 7.88975
m3 m3 m3
Vol 8.32545
m3
Sat m3
1.95 3.3 1.1 1.4 1.1 2.8 1.1 1.9 2.45 8.5 2.04 7.35 3.413 0.927
Diameter (Inch)Sum - Total Panjang Pipa (m) 2 25.49 2.5 0.84 3 10.873 4 18.3 Total Result 55.503
Diameter (Inch)Sum - Total Panjang Pipa (m)
2 2.5 3 Total Result
19.655 7.9 14.202 41.757
Diameter (Inch)Sum - Total Panjang Pipa (m) 2 12.463 2.5 6.1 3 9.427 Total Result 27.99
Diameter (Inch)Sum - Total Panjang Pipa (m) 2 13.153 2.5 7.5 3 18.677 Total Result 39.33
JARINGAN PIPA VENT LANTAI 1 Panjan No. BEBAN Diamete SANITER g Pipa PIPA UNIT (BW) r (Inch) (m) 1 2 3 4 5 6 7 8 9 10 11 12 12A 13 14 15 16 17 18 19 20 21 22 23 24
UR UR UR WS WS CL CL
CL CL WS WS CL WS*
2.5 2.5 5 2.5 7.5 2 9.5 2 11.5 4 4 8 19.5 4 4 8 2 10 2 12 4 16 4 20 39.5
1.5 1.5 2 1.5 2 1.5 2.5 1.5 2.5 2 2 2 2.5 2 2 2 1.5 2.5 1.5 2.5 2 2.5 2 2.5 3
2.1 1.435 0.7 1.435 0.95 1.435 0.9 1.435 5.364 4.45 3.15 2.56 3 4.45 3.15 0.2 4.58 1.113 2.35 0.05 2.35 0.85 2.5 0.368 22.378
Diameter (Inch) 1.5 2 2.5 3 Total Result
JARINGAN PIPA VENT LANTAI 2 Panjan No. BEBAN Diamete SANITER g Pipa PIPA UNIT (BW) r (Inch) (m) 1 2 3 4
CL CL CL
4 4 4 8
2 2 2 2
3.74 2.914 1.5 0.675
Diameter (Inch) 1.5 2 2.5
5 6 7 8 9 10 11 12 12A 13 14 14A 14B 14C 14D 15 16 17 18
UR UR WS WS CL WS CL WS
SK
12 2.5 14.5 2.5 17 2 19 2 21 4 2 6 4 2 6 12 33 2 35
2.5 1.5 2.5 1.5 2.5 1.5 2.5 1.5 2.5 2 1.5 2 2 1.5 2 2.5 2.5 1.5 2.5
2.2 3 0.7 3 1.12 6.14 0.2 6.14 8.92 4.5 3.925 5.15 4.12 3.302 3.6 24 2.32 3.225 0.95
Total Result
JARINGAN PIPA VENT LANTAI 3 Panjan No. BEBAN Diamete SANITER g Pipa PIPA UNIT (BW) r (Inch) (m) 1 2 3 4 5 6 7 8 9 10 11 12 12A 13 14
CL CL CL
UR UR WS WS SK
4 4 4 8 12 2.5 14.5 2.5 17 2 19 2 21 2 23
2 2 2 2 2.5 1.5 2.5 1.5 2.5 1.5 2.5 1.5 2.5 1.5 2.5
JARINGAN PIPA VENT LANTAI 4
3.74 2.914 1.5 0.675 2.2 3 0.7 3 1.12 6.14 0.2 6.14 11.24 3.225 0.95
Diameter (Inch) 1.5 2 2.5 Total Result
Panjan No. BEBAN Diamete SANITER g Pipa PIPA UNIT (BW) r (Inch) (m) 1 2 3 4 5 6 7 8 9 10 11 12 12A 13 14
CL CL CL
UR UR WS WS SK
No. PIPA
LT
1 2 3 4
1 2 3 4
4 4 4 8 12 2.5 14.5 2.5 17 2 19 2 21 2 23
2 2 2 2 2.5 1.5 2.5 1.5 2.5 1.5 2.5 1.5 2.5 1.5 2.5
3.74 2.914 1.5 0.675 2.2 3 0.7 3 1.12 6.14 0.2 6.14 11.24 3.225 0.95
JARINGAN SHAFT VENT BEBAN Diamet Panjang BEBAN KUMULA er Pipa (m) TIF (mm) 39.5 39.5 3 4.5 35 74.5 3 4.2 23 97.5 3 4.2 23 120.5 3 4 TOTAL 16.9
Diameter (Inch) 1.5 2 2.5 Total Result
Sum - Panjang Pipa (m) 14.77 24.46 11.645 22.378 73.253
Sum - Panjang Pipa (m) 28.732 26.199 40.41
95.341
Sum - Panjang Pipa (m) 21.505 8.829 16.41 46.744
Sum - Panjang Pipa (m) 21.505 8.829 16.41 46.744
JARINGAN PIPA AIR HUJAN Dia. 15mm (6") Vertikal Unit Jumlah 19.6 6 117.6 4 2 8 2.5 5 12.5 Total 138.1 m'
Lt.1-5 Lt.5 (Dak) Lt.5 (Atap)
Horizontal East Side West Side 1 6.97 4.02 2 4.22 4.02 3 4.22 4.02 4 3.64 4.02 5 8.85 11.12 27.9 27.2 55.1 m'
Total Kumulatif
Sumur Resapan 2 bh
Unit Roofdrain
13 bh
PEK. GALIAN TANAH P 55.1
L 0.3
T 0.3
Vol 4.959
Panjang 55.1
Vol. 0.973204
m3
PEK. URUGAN TANAH Vol Urugan Vol. Pipa Total
4.959 0.9732038 3.9857963
m3 m3 m3
East Side West Side
Saluran Uditch 60 69.27 m' 55.68 m'
VOLUME PIPA Rad. 0.075
Sat m3
124.95 m'
Pek. Galian Tanah Biasa ≤ 1 m Lebar Tinggi Vol Panjang 0.84 0.832 87.3251 124.95 Pek. Pemadatan Tanah Dasar Saluran Lebar SaluVol Panjang 0.84 104.958 124.95 Pek. Lantai Kerja (K-100) Tebal 5 cm Lebar Tinggi Vol Panjang 0.84 0.05 5.2479 124.95 Pek. Pemasangan U-Ditch 60 X 60 X 120 (105 Unit) 124.95 Panjang Saluran 1.2 Panjang Unit 104.125 Jumlah Unit
105
Pek. Pemasangan CU 60 HD (210 Unit) Panjang Saluran Panjang Unit Jumlah Unit
209
124.95 0.6 208.25
210
Pek. Galian Tanah Biasa ≤ 1 m Lebar Tinggi Vol Panjang 0.1 0.72 8.9964 124.95
STP KAP 8M3 Pipa Vent PVC Dia 3" AW
P 3 6.3 6.3 6.3 6.3
Pek. Galian tanah biasa sedalam > 1 m s/d 2 m Pek. Urugan Pasir Urug t=5cm Pek. Lantai Kerja (K-100) Tebal 5 cm Pek. Slab Beton tebal 20 cm Pek. Pemasangan Biotank Kap. 8 m3 Pek. Urugan Tanah Kembali
STP KAP 7M3 Pipa Vent PVC Dia 3" AW Pek. Galian tanah biasa sedalam > 1 m s/d 2 m Pek. Urugan Pasir Urug t=5cm Pek. Lantai Kerja (K-100) Tebal 5 cm
L
P
T 2 2 2 2
L 3 5.3 5.3 5.3
Vol 2.115 0.05 0.05 0.2
T 2 2 2
3 26.649 0.63 0.63 2.52 1 13.1546
Vol 2.115 0.05 0.05
3 22.419 0.53 0.53
5.3
Pek. Slab Beton tebal 20 cm Pek. Pemasangan Biotank Kap. 7 m3 Pek. Urugan Tanah Kembali
GROUNDTANK Pek. Galian tanah biasa sedalam > 1 m s/d 2 m Pek. Urugan Pasir Urug t=5cm Pek. Lantai Kerja (K-100) Tebal 5 cm Pek. Slab Beton Dasar tebal 20 cm Pek. Dinding Beton tebal 20 cm Pek. Slab Beton tebal 20 cm Waterstop
P
2
L 3.1 3.1 3.1 3.1 12.4 3.1 11.6
0.2
T 3.1 3.1 3.1 3.1 0.2 3.1
2.12 1 11.2909
Vol 2.3 22.103 0.05 0.4805 0.05 0.4805 0.2 1.922 1.8 4.464 0.2 1.922 11.6
Dia. 15mm (6")
Sat m' m3 m3 m3 m3 Unit m3
Sat m' m3 m3 m3
Rad. P Vol. Tank 0.75
Vol 5.5 9.71438
Rad. P Vol. Tank 0.75
Vol 4.5 7.94813
m3 Unit m3
Sat m3 m3 m3 m3 m3 m3 m'
BEBAN UNIT ALAT PLUMBING ALAT SANITER DEBIT (L/s) DEBIT MIN (L/s) BEBAN UNIT (BW) Wastafel, Bidet, WC Tanki, Kran 1/2'' 0.1 0.1 1 Sink, Shower, Mesin Cuci Piring, Mesin Cuci Urinal Bath Tub Kran Kebun
0.2 0.3 0.4 0.5
0.15 0.15 0.3 0.4
2 3 4 5
Sink & Mesin Cuci Komersial, Bath Tub with Spout Flushing, WC Katup Gelontor
0.8 1.5
0.8 1
8 15
KODE SANITER SANITER Closet Duduk dengan Jetwasher Kran Air Umum Wastafel Shower Whirpool (Bathtub) Mesin Cuci Sink Spoelhook Sink Lab Scrub Station Kran Taman Kolam Renang Urinoir Jetwasher
KODE CL KR WS SH WP MC SK SP SL SS KT PL UR JW
BEBAN UNIT
UBAP AIR BUANGAN SANITER Water Closet Urinoir Closet Jongkok Wastafel
KODE WC UR CL WS
UABP UMUM
1 1 1 2 4 8 2 2 2 2 5 3 1
8 4 8 2
Floor drain Sink
FD SK
Saniter FD UR WS SK CL WC
FU
Saniter FD UR WS SK CL WC
FU
1 3
1 2.5 2 2 4 4
0.8 1.3 1.3 1.3 1.3 1.3
GREY WATER BEBAN FU Dia. BLACK WATER BEBAN FU Dia. VENT BEBAN FU Dia.
= 4 2.5
