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RES
BPT
SPL RES
PROGRAM PENYEDIAAN AIR BERSIH IKK CINEAM 5 (LIMA) DESARENCANA JARINGAN PIPA TRANSMISI AIR BAKU INTAKE CIMANDAR ATAS KE
SPL/RESERVOIR TOP PALASARI 2 DAN TRANSMISI AIR BERSIH DARI SPL PALASARI 2 KE RESERVOIR CIJULANG
PANJANG TOTAL 14 KM (SISTEM GRAVITASI)
PROGRAM PENYEDIAAN AIR BERSIH IKK CINEAM 5 (LIMA) DESARENCANA JARINGAN PIPA TRANSMISI AIR BAKU INTAKE CIMANDAR ATAS KE
SPL/RESERVOIR TOP PALASARI 2 DAN TRANSMISI AIR BERSIH DARI SPL PALASARI 2 KE RESERVOIR CIJULANG
PANJANG TOTAL 14 KM (SISTEM GRAVITASI)
Dimensions of Trench Work1. Open Man Power 1) Excavation by Man Power
A/2 A'/20.1 C/2 C'/2 0.1
Pavement
hd
1 : n
H H
hs Hj
D hs
hb
hj
joint exc.:@ 5.5 m
B/2 B'/2n = 0.2
ND hd A B hb/hs H (Sand Backfill) hs A' B' hj Hj l C C'(mm) m m m m m PVC/SP DIP m m m m m m m
50 0.60 0.84 0.50 0.20 0.85 0.10 - 1.12 0.70 0.20 1.05 0.70 0.68 0.88
75 0.60 0.85 0.50 0.20 0.88 0.10 - 1.13 0.70 0.20 1.08 0.70 0.69 0.89
100 0.60 0.86 0.50 0.20 0.90 0.10 D/2 1.14 0.70 0.20 1.10 0.70 0.70 0.90
150 0.90 1.00 0.50 0.20 1.25 0.10 D/2 1.28 0.70 0.20 1.45 0.70 0.72 0.92
200 0.90 1.18 0.60 0.35 1.45 0.10 D/2 1.52 0.80 0.35 1.80 0.80 0.96 1.16
250 0.90 1.20 0.60 0.35 1.50 0.10 D/2 1.54 0.80 0.35 1.85 0.80 0.98 1.18
300 1.20 1.44 0.70 0.35 1.85 0.10 D/2 1.78 0.90 0.35 2.20 0.80 1.10 1.30
400 1.20 1.48 0.70 0.35 1.95 0.10 D/2 1.82 0.90 0.35 2.30 0.80 1.14 1.34
450 1.20 1.50 0.70 0.35 2.00 0.10 D/2 1.84 0.90 0.35 2.35 0.80 1.16 1.36
500 1.20 1.58 0.70 0.50 2.20 0.10 D/2 1.98 0.90 0.50 2.70 0.80 1.30 1.50
600 1.20 1.62 0.70 0.50 2.30 0.10 D/2 2.02 0.90 0.50 2.80 0.80 1.34 1.54
700 1.20 1.66 0.70 0.50 2.40 0.10 D/2 2.06 0.90 0.50 2.90 0.80 1.38 1.58
800 1.20 1.70 0.70 0.50 2.50 0.10 D/2 2.10 0.90 0.50 3.00 0.80 1.42 1.62
900 1.20 1.74 0.70 0.50 2.60 0.10 D/2 2.14 0.90 0.50 3.10 0.80 1.46 1.66
1000 1.20 1.82 0.70 0.60 2.80 0.10 D/2 2.26 0.90 0.60 3.40 0.80 1.58 1.78
2) Excavation by machineB/2
0.1 0.1
Pavement
hd
1 : n
H H
hs Hj
D hs
hb
hj
joint hole:@ 5.5 m
ND hd A B hb H (Sand Backfill) hs A' B' hj Hj l(mm) m m m m m PVC/SP DIP m m m m m
50 0.60 - 0.70 0.10 0.75 0.10 - - - 0.30 1.05 0.70
75 0.60 - 0.70 0.10 0.78 0.10 - - - 0.30 1.08 0.70
100 0.60 - 0.70 0.10 0.80 0.10 D/2 - - 0.30 1.10 0.70
150 0.90 - 0.70 0.10 1.15 0.10 D/2 - - 0.30 1.45 0.70
200 0.90 - 0.80 0.10 1.20 0.10 D/2 - - 0.30 1.50 0.80
250 0.90 - 0.80 0.10 1.25 0.10 D/2 - - 0.30 1.55 0.80
300 1.20 - 0.90 0.10 1.60 0.10 D/2 - - 0.30 1.90 0.80
1. Open Trench 1) Excavation by Man Power per 10 m
a. PVC b. DIP
Work ItemsDiameter 50 75 100 150 200 250 300 Diameter 50 75 100 150 200 250
unit Work Items unitExcavation-1 m3/m 0.570 0.59 0.61 0.94 1.29 1.35 1.98 Excavation-1 m3/m 0.570 0.594 0.612 0.938 1.291 1.350
Excavation-2 m3/pl 0.914 0.945 0.968 1.378 1.962 2.035 2.794 Excavation-2 m3/pl 0.914 0.945 0.968 1.378 1.962 2.035
Excavation m3 6.14 6.39 6.57 9.94 13.89 14.50 20.98 Excavation m3 6.14 6.39 6.57 9.94 13.89 14.50
Backfilling m3 3.98 4.06 4.07 6.78 8.63 8.77 14.01 Backfilling m3 4.73 4.90 4.97 8.10 10.10 10.36
Sand Fill-1 m3/m 0.205 0.219 0.232 0.291 0.476 0.504 0.604 Sand Fill-1 m3/m 0.132 0.139 0.146 0.159 0.335 0.351
Sand Fill-2 m3/pl 0.275 0.294 0.312 0.347 0.606 0.644 0.754 Sand Fill-2 m3/pl 0.177 0.187 0.196 0.214 0.425 0.446
Sand Fill m3 2.14 2.29 2.42 2.98 4.95 5.24 6.26 Sand Fill m3 1.38 1.45 1.52 1.66 3.48 3.65
Disposal-1 m3/m 0.207 0.223 0.240 0.309 0.507 0.553 0.675 Disposal-1 m3/m 0.136 0.143 0.154 0.177 0.366 0.400
Disposal-2 m3/pl 0.277 0.298 0.320 0.365 0.637 0.693 0.825 Disposal-2 m3/pl 0.179 0.191 0.204 0.232 0.456 0.495
Disposal m3 2.159 2.325 2.502 3.161 5.259 5.734 6.968 Disposal m3 1.41 1.49 1.6 1.84 3.79 4.14
Pavement m2 7.25 7.25 7.25 7.25 8.29 8.29 9.29 Pavement m2 7.25 7.25 7.25 7.25 8.29 8.29
300
1.980
2.794
20.98
15.97
0.415
0.515
4.3
0.486
0.586
5.01
9.29
2) Excavation by Machine per 10 ma. PVC b. DIP
Diameter 50 75 100 150 200 250 300 Diameter 50 75 100 150 200 250Work Items unit Work Items unitExcavation-1 m3/m 0.525 0.546 0.560 0.805 0.960 1.000 1.440 Excavation-1 m3/m 0.560 0.805 0.960 1.000Excavation-2 m3/pl 0.147 0.147 0.147 0.147 0.192 0.192 0.216 Excavation-2 m3/pl 0.147 0.147 0.192 0.192Excavation m3 5.52 5.73 5.87 8.32 9.95 10.35 14.79 Excavation m3 5.87 8.32 9.95 10.35 Backfilling m3 3.50 3.54 3.50 5.60 6.40 6.40 9.90 Backfilling m3 4.51 6.73 7.85 7.96 Sand Fill-1 m3/m 0.173 0.188 0.202 0.227 0.289 0.311 0.379 Sand Fill-1 m3/m 0.101 0.114 0.144 0.155Sand Fill-2 m3/pl 0.147 0.147 0.147 0.147 0.192 0.192 0.216 Sand Fill-2 m3/pl 0.147 0.147 0.192 0.192Sandfill m3 2.00 2.15 2.29 2.54 3.24 3.46 4.18 Sandfill m3 1.28 1.41 1.79 1.90 Disposal-1 m3/m 0.175 0.192 0.210 0.245 0.320 0.360 0.450 Disposal-1 m3/m 0.109 0.132 0.175 0.204Disposal-2 m3/pl 0.147 0.147 0.147 0.147 0.192 0.192 0.216 Disposal-2 m3/pl 0.147 0.147 0.192 0.192Disposal m3 2.02 2.19 2.37 2.72 3.55 3.95 4.89 Disposal m3 1.36 1.59 2.1 2.39Pavement m2 9.00 9.00 9.00 9.00 10.00 10.00 11.00 Pavement m2 9.00 9.00 10.00 10.00
300
1.4400.216
14.79 11.79 0.1900.2162.29
0.2610.2163.00
11.00
2. Sheeted Trench per 10 m
a. Steel Pipe
Diameter 200 250 300 350 400 450 500 600 700 800 900 1000
Work Items unit
Excavation-1 m3/m 3.420 3.608 3.800 3.998 4.200 4.408 4.620 5.060 5.520 6.000 6.500 7.020
Excavation-2 m3/pl 0.504 0.518 0.532 0.546 0.560 0.574 0.840 0.880 0.920 0.960 1.000 1.040
Excavation m3 35.12 37.02 38.97 40.97 43.02 45.12 47.73 52.20 56.87 61.75 66.82 72.09
Backfilling m3 25.20 25.91 26.60 27.31 28.00 28.70 28.27 30.80 32.20 33.60 35.00 36.40
Sand Fill-1 m3/m 0.869 0.968 1.069 1.171 1.274 1.379 1.484 1.697 1.915 2.138 2.364 2.595
Sand Fill-2 m3/pl 0.504 0.518 0.532 0.546 0.560 0.574 0.840 0.880 0.920 0.960 1.000 1.040
Sandfill m3 9.61 10.62 11.66 12.70 13.76 14.83 16.37 18.57 20.82 23.13 25.46 27.84
Disposal-1 m3/m 0.900 1.017 1.140 1.267 1.400 1.538 1.680 1.980 2.300 2.640 3.000 3.380
Disposal-2 m3/pl 0.504 0.518 0.532 0.546 0.560 0.574 0.840 0.880 0.920 0.960 1.000 1.040
Disposal m3 9.92 11.11 12.37 13.66 15.02 16.42 19.46 21.40 24.67 28.15 31.82 35.69
Sheet Pile m3 2.16 2.16 2.16 2.43 2.43 2.43 3.15 3.15 3.15 3.15 3.60 4.00
Bracing m3 0.072 0.072 0.072 0.072 0.072 0.072 0.225 0.225 0.225 0.225 0.225 0.225
Shuttering m3 0.450 0.450 0.450 0.450 0.450 0.450 1.296 1.296 1.296 1.296 1.296 1.296
Pavement m2 2.10 2.15 2.20 2.25 2.30 2.35 2.40 2.50 2.60 2.70 2.80 2.90
b. DIP
Diameter 200 250 300 350 400 450 500 600 700 800 900 1000
Work Items unit
Excavation-1 m3/m 3.420 3.608 3.800 3.998 4.200 4.408 4.620 5.060 5.520 6.000 6.500 7.020
Excavation-2 m3/pl 0.504 0.518 0.532 0.546 0.560 0.574 0.840 0.880 0.920 0.960 1.000 1.040
Excavation m3 35.12 37.02 38.97 40.97 43.02 45.12 47.73 52.20 56.87 61.75 66.82 72.090
Backfilling m3 28.65 29.82 30.99 32.19 33.37 34.57 35.77 38.18 40.62 43.09 45.57 48.07
Sand Fill-1 m3/m 0.524 0.577 0.630 0.683 0.737 0.792 0.847 0.959 1.073 1.189 1.307 1.428
Sand Fill-2 m3/pl 0.504 0.518 0.532 0.546 0.560 0.574 0.840 0.880 0.920 0.960 1.000 1.040
Sandfill m3 6.16 6.71 7.27 7.82 8.39 8.96 10.00 11.19 12.40 13.64 14.89 16.17
Disposal-1 m3/m 0.555 0.626 0.701 0.779 0.863 0.951 1.043 1.242 1.458 1.691 1.943 2.213
Disposal-2 m3/pl 0.504 0.518 0.532 0.546 0.560 0.574 0.840 0.880 0.920 0.960 1.000 1.040
Disposal m3 6.47 7.20 7.98 8.78 9.65 10.55 11.96 14.02 16.25 18.66 21.25 24.02
Sheet Pile m2 2.16 2.16 2.16 2.43 2.43 2.43 3.15 3.15 3.15 3.15 3.60 4.00
Bracing m3 0.072 0.072 0.072 0.072 0.072 0.072 0.225 0.225 0.225 0.225 0.225 0.225
Support m3 0.450 0.450 0.450 0.450 0.450 0.450 1.296 1.296 1.296 1.296 1.296 1.296
Pavement m2 2.10 2.15 2.20 2.25 2.30 2.35 2.40 2.50 2.60 2.70 2.80 2.90
2. Sheeted Trench0.15 B/2 0.15 Bracing
Shuttering Bracing
2
hd
Sheet pile 1 : n Sheet pile
2
ShutteringH H
hs H'
D hs
2
hb
hj
joint hole:`@ 5.5 m
ND hd B hb H hj H' l (Sand Backfill) hs Sheet Pile Brcing & ShutteringPVC/SP DIP length thick Bracing Shutter stages Note
(mm) m m m m m m m m m m cm cm cm nos
200 1.5 1.80 0.2 1.90 0.35 2.25 0.80 0.1 D/2 2.4 4.5 12 15 1 wooden sheet
pile
250 1.5 1.85 0.2 1.95 0.35 2.30 0.80 0.1 D/2 2.4 4.5 12 15 1 wooden support
300 1.5 1.90 0.2 2.00 0.35 2.35 0.80 0.1 D/2 2.4 4.5 12 15 1
350 1.5 1.95 0.2 2.05 0.35 2.40 0.80 0.1 D/2 2.7 4.5 12 15 1
400 1.5 2.00 0.2 2.10 0.35 2.45 0.80 0.1 D/2 2.7 4.5 12 15 1
450 1.5 2.05 0.2 2.15 0.35 2.50 0.80 0.1 D/2 2.7 4.5 12 15 1
steel sheet pile
500 1.5 2.10 0.2 2.20 0.50 2.70 0.80 0.1 D/2 3.5 4.5 15 18 2 b=25cm
pipe support
600 1.5 2.20 0.2 2.30 0.50 2.80 0.80 0.1 D/2 3.5 4.5 15 18 2
700 1.5 2.30 0.2 2.40 0.50 2.90 0.80 0.1 D/2 3.5 4.5 15 18 2
800 1.5 2.40 0.2 2.50 0.50 3.00 0.80 0.1 D/2 3.5 4.5 15 18 2
900 1.5 2.50 0.2 2.60 0.50 3.10 0.80 0.1 D/2 4.0 4.5 15 18 2
1000 1.5 2.60 0.2 2.70 0.50 3.20 0.80 0.1 D/2 4.0 5.0 15 18 2
1100 1.5 2.70 0.2 2.80 0.50 3.30 0.8 0.1 D/2 4.0 5.0 15 18 2
1200 1.5 2.80 0.2 2.90 0.50 3.40 0.8 0.1 D/2 4.0 5.0 15 18 2
Wooden Sheet Pile: 5 times use Wooden Bracing: 5 times useWooden Shuttering 10 times use
joint hole:`@ 5.5 m
CROSS SECTION
DETAILH
( S
heet
Pil
e L
engt
h )
d1'd1
ONE - BRACING
A1 SHEETED TRENCH
?
1
2
3
GENERALSECTION
JOINT HOLESECTION
1000
Hd
( C
OV
ER
DE
PT
H )
300
D(
PIP
E D
IA )
200
d2
A D A
300
DH
'd2
'
IWF.100x100x6x8
STRUT - 1
SHEET PILE
d2
DOLKEN WOOD Ø 100
TOP VIEW
Ø50 GSP PIPE Ø50 GSP PIPEDETAIL I
IWF.100x100x6x8
IWF.100x100x6x8DETAIL I
2.00m2.00m 2.00m
H'
2.00m 2.00m 2.00m DOLKEN WOOD Ø 100
H'
D/2
D/2
d2'
JOINT HOLE SECTION JOINT HOLE SECTIONGENERAL SECTION
GENERAL SECTION
LONGITUDINAL SECTION
PL. PIPE LINE
C
d 1'
d 1
AD
MECHANICAL JOINT
( L ) ( L )
ND hd B hb H H' H" l d1 d2 d1' d2' (Sand Backfill) hs Sheet Pile Brcing & ShutteringPVC/SP DIP length thick Bracing Shutter stages Steel & Note
(mm) m m m m m m m m m m m m m m cm IWF100cm nos Bolt Kg
200 1.5 0.90 0.2 1.90 0.35 2.25 0.80 0.40 0.50 0.20 0.40 0.1 D/2 2.80 10 6.17 17.2 1 13.2 wooden sheet
pile
250 1.5 0.95 0.2 1.95 0.35 2.30 0.80 0.40 0.50 0.20 0.40 0.1 D/2 2.85 10 6.17 17.2 1 13.2 Pipe support
IWF Sutering300 1.5 1.00 0.2 2.00 0.35 2.35 0.80 0.40 0.50 0.20 0.40 0.1 D/2 2.90 10 6.17 17.2 1 13.2
350 1.5 1.05 0.2 2.05 0.35 2.40 0.80 0.40 0.50 0.20 0.40 0.1 D/2 2.95 10 6.17 17.2 1 13.2
400 1.5 1.10 0.2 2.10 0.35 2.45 0.80 0.40 0.50 0.20 0.40 0.1 D/2 3.00 10 6.17 17.2 1 13.2
450 1.5 1.15 0.2 2.15 0.35 2.50 0.80 0.40 0.50 0.20 0.40 0.1 D/2 3.05 10 6.17 17.2 1 13.2
wooden sheet500 1.5 1.50 0.2 2.20 0.50 2.70 1.00 0.40 0.60 0.20 0.50 0.1 D/2 3.20 10 6.17 17.2 2 13.2 dia = 10 cm
GSP pipe support
600 1.5 1.60 0.2 2.30 0.50 2.80 1.00 0.40 0.60 0.20 0.50 0.1 D/2 3.30 10 6.17 17.2 2 13.2 IWF Sutering
700 1.5 1.70 0.2 2.40 0.50 2.90 1.00 0.40 0.60 0.20 0.50 0.1 D/2 3.40 10 6.17 17.2 2 13.2
800 1.5 1.80 0.2 2.50 0.50 3.00 1.00 0.40 0.60 0.20 0.50 0.1 D/2 3.50 10 6.17 17.2 2 13.2
900 1.5 1.90 0.2 2.60 0.50 3.10 1.00 0.40 0.60 0.20 0.50 0.1 D/2 3.60 10 6.17 17.2 2 13.2
1000 1.5 2.00 0.2 2.70 0.50 3.20 1.00 0.40 0.60 0.20 0.50 0.1 D/2 3.70 10 6.17 17.2 2 13.2
1100 1.5 2.10 0.2 2.80 0.50 3.30 1.00 0.40 0.60 0.20 0.50 0.1 D/2 3.80 10 6.17 17.2 2 13.2
1200 1.5 2.20 0.2 2.90 0.50 3.40 1.00 0.40 0.60 0.20 0.50 0.1 D/2 3.90 10 6.17 17.2 2 13.2
Wooden Sheet Pile: 5 times use Wooden Bracing: 5 times useWooden Shuttering 10 times use
Ø 50 cm
d2
DOLKEN WOOD Ø 100
TOP VIEW
Ø50 GSP PIPE Ø50 GSP PIPEDETAIL I
IWF.100x100x6x8
IWF.100x100x6x8DETAIL I
2.00m2.00m 2.00m
H'
2.00m 2.00m 2.00m DOLKEN WOOD Ø 100
H'
D/2
D/2
d2'
JOINT HOLE SECTION JOINT HOLE SECTIONGENERAL SECTION
GENERAL SECTION
LONGITUDINAL SECTION
PL. PIPE LINE
C
d 1'
d 1
AD
MECHANICAL JOINT
( L ) ( L )
2. Sheeted Trench per 10 m
a. Steel Pipe
Diameter 200 250 300 350 400 450 500 600 700 800 900 1000
Work Items unit
Excavation-1 m3/m 1.710 1.853 2.000 2.153 2.310 2.473 3.300 3.680 4.080 4.500 4.940 5.400
Excavation-2 m3/pl 0.252 0.266 0.280 0.294 0.308 0.322 0.750 0.800 0.850 0.900 0.950 1.000
Excavation m3 17.56 19.01 20.51 22.06 23.66 25.32 34.36 38.25 42.35 46.64 51.13 55.82
Backfilling m3 12.60 13.31 14.00 14.71 15.40 16.10 19.79 22.40 23.80 25.20 26.60 28.00
Sand Fill-1 m3/m 0.419 0.473 0.529 0.586 0.644 0.704 1.004 1.157 1.315 1.478 1.644 1.815
Sand Fill-2 m3/pl 0.252 0.266 0.280 0.294 0.308 0.322 0.750 0.800 0.850 0.900 0.950 1.000
Sandfill m3 4.65 5.21 5.80 6.39 7.00 7.63 11.40 13.02 14.70 16.42 18.17 19.97
Disposal-1 m3/m 0.450 0.522 0.600 0.682 0.770 0.863 1.200 1.440 1.700 1.980 2.280 2.600
Disposal-2 m3/pl 0.252 0.266 0.280 0.294 0.308 0.322 0.750 0.800 0.850 0.900 0.950 1.000
Disposal m3 4.96 5.70 6.51 7.35 8.26 9.22 14.57 15.85 18.55 21.44 24.53 27.82
Sheet Pile m3 1.12 1.14 1.16 1.18 1.20 1.22 1.28 1.32 1.36 1.40 1.44 1.48 5 times Usage.
Bracing (GSP Pipe) m' 0.270 0.285 0.300 0.32 0.33 0.35 0.53 0.56 0.60 0.63 0.67 0.70 20 times Usage.
Kg/m 1.188 1.188 1.188 1.188 1.188 1.188 1.188 1.188 1.188 1.188 1.188 1.188 20 times Usage.
Shuttering Kg/m 17.2 17.2 17.2 17.2 17.2 17.2 17.2 17.2 17.2 17.2 17.2 17.2 20 times Usage.
Pavement m2 1.20 1.25 1.30 1.35 1.40 1.45 1.80 1.90 2.00 2.10 2.20 2.30
b. DIP
Diameter 200 250 300 350 400 450 500 600 700 800 900 1000
Work Items unit
Excavation-1 m3/m 1.710 1.853 2.000 2.153 2.310 2.473 3.300 3.680 4.080 4.500 4.940 5.400
Excavation-2 m3/pl 0.252 0.266 0.280 0.294 0.308 0.322 0.750 0.800 0.850 0.900 0.950 1.000
Excavation m3 17.56 19.01 20.51 22.06 23.66 25.32 34.36 38.25 42.35 46.64 51.13 55.820
Backfilling m3 14.25 15.20 16.14 17.11 18.07 19.05 25.27 27.38 29.52 31.69 33.87 36.07
Sand Fill-1 m3/m 0.254 0.284 0.315 0.346 0.377 0.409 0.577 0.659 0.743 0.829 0.917 1.008
Sand Fill-2 m3/pl 0.252 0.266 0.280 0.294 0.308 0.322 0.750 0.800 0.850 0.900 0.950 1.000
Sandfill m3 3.00 3.32 3.66 3.99 4.33 4.68 7.13 8.04 8.98 9.93 10.90 11.90
Disposal-1 m3/m 0.285 0.333 0.386 0.442 0.503 0.568 0.773 0.942 1.128 1.331 1.553 1.793
Disposal-2 m3/pl 0.252 0.266 0.280 0.294 0.308 0.322 0.750 0.800 0.850 0.900 0.950 1.000
Disposal m3 3.31 3.81 4.37 4.95 5.59 6.27 9.09 10.87 12.83 14.95 17.26 19.75
Sheet Pile m3 1.12 1.14 1.16 1.18 1.20 1.22 1.28 1.32 1.36 1.40 1.44 1.48
Bracing m' 0.27 0.29 0.30 0.32 0.33 0.35 0.53 0.56 0.60 0.63 0.67 0.70
Steel C & Bolt Ø 16 Kg/m 1.19 1.19 1.19 1.19 1.19 1.19 1.19 1.19 1.19 1.19 1.19 1.19
Support Kg/m 17.2 17.2 17.2 17.2 17.2 17.2 17.2 17.2 17.2 17.2 17.2 17.2
Pavement m2 1.20 1.25 1.30 1.35 1.40 1.45 1.80 1.90 2.00 2.10 2.20 2.30
Steel C & Bolt Ø 16
Perhitungan Galian, Urugan dan Pemadatan
Tabel Galian Pipa
No. Ø T L t A pipa( mm ) ( m ) ( m ) ( m ) ( m2 )
1 25 0.700 0.325 0.275 0.00049
2 40 0.700 0.340 0.290 0.00126
3 50 0.700 0.350 0.300 0.00196
4 75 1.000 0.375 0.325 0.00442
5 100 1.000 0.400 0.350 0.00785
6 150 1.200 0.450 0.400 0.01767 T
7 200 1.200 0.500 0.450 0.03142 15
8 250 1.400 0.550 0.500 0.04909
9 300 1.9500 0.600 0.600 0.07069 t
10 350 2.0000 0.650 0.650 0.09621
11 400 2.0500 0.700 0.700 0.12566
12 450 2.1000 0.750 0.750 0.15904 10
13 500 2.1500 0.800 0.800 0.19635 Ø
14 600 2.2500 0.900 0.900 0.28274 15 15
15 700 2.3500 1.000 1.000 0.38485
16 800 2.4500 1.100 1.100 0.50265
VOLUME GALIAN PIPA / 1 m'
Vgp = = LT m3
Ø 25 = 0.3250 X 0.7000 = 0.2275 m3Ø 40 = 0.3400 X 0.7000 = 0.2380 m3Ø 50 = 0.3500 X 0.7000 = 0.2450 m3Ø 75 = 0.3750 X 1.0000 = 0.3750 m3 TØ 100 = 0.4000 X 1.0000 = 0.4000 m3 15Ø 150 = 0.4500 X 1.2000 = 0.5400 m3Ø 200 = 0.5000 X 1.2000 = 0.6000 m3 tØ 250 = 0.5500 X 1.4000 = 0.7700 m3Ø 300 = 0.6000 X 1.9500 = 1.1700 m3Ø 350 = 0.6500 X 2.0000 = 1.3000 m3 10Ø 400 = 0.7000 X 2.0500 = 1.4350 m3 ØØ 450 = 0.7500 X 2.1000 = 1.5750 m3 15 15Ø 500 = 0.8000 X 2.1500 = 1.7200 m3Ø 600 = 0.9000 X 2.2500 = 2.0250 m3Ø 700 = 1.0000 X 2.3500 = 2.3500 m3Ø 800 = 1.1000 X 2.4500 = 2.6950 m3
VOLUME URUGAN PASIR / 1 m'
Vups = = …….. m3
Ø 25 = 0.2750 X 0.3250 - 0.00049 = 0.0889 m3Ø 40 = 0.2900 X 0.3400 - 0.00126 = 0.0973 m3Ø 50 = 0.3000 X 0.3500 - 0.00196 = 0.1030 m3Ø 75 = 0.3250 X 0.3750 - 0.00442 = 0.1175 m3 TØ 100 = 0.3500 X 0.4000 - 0.00785 = 0.1321 m3 15Ø 150 = 0.4000 X 0.4500 - 0.01767 = 0.1623 m3Ø 200 = 0.4500 X 0.5000 - 0.03142 = 0.1936 m3 tØ 250 = 0.5000 X 0.5500 - 0.04909 = 0.2259 m3Ø 300 = 0.6000 X 0.6000 - 0.07069 = 0.2893 m3Ø 350 = 0.6500 X 0.6500 - 0.09621 = 0.3263 m3 10Ø 400 = 0.7000 X 0.7000 - 0.12566 = 0.3643 m3 ØØ 450 = 0.7500 X 0.7500 - 0.15904 = 0.4035 m3 15 15Ø 500 = 0.8000 X 0.8000 - 0.19635 = 0.4437 m3Ø 600 = 0.9000 X 0.9000 - 0.28274 = 0.5273 m3Ø 700 = 1.0000 X 1.0000 - 0.38485 = 0.6152 m3Ø 800 = 1.1000 X 1.1000 - 0.50265 = 0.7073 m3
L x T x 1 m'
( (t x L ) - A ) x 1 m'
L
Æ
L
Æ
L
Æ
VOLUME URUGAN & PEMADATAN / 1 m'
Galian Tanah :
Vupd = = …….. m3
Ø 25 = 0.2275 - 0.325 X 0.275 = 0.1381 m3Ø 40 = 0.2380 - 0.340 X 0.290 = 0.1394 m3 TØ 50 = 0.2450 - 0.350 X 0.300 = 0.1400 m3 15Ø 75 = 0.3750 - 0.375 X 0.325 = 0.2531 m3Ø 100 = 0.4000 - 0.400 X 0.350 = 0.2600 m3 tØ 150 = 0.5400 - 0.450 X 0.400 = 0.3600 m3Ø 200 = 0.6000 - 0.500 X 0.450 = 0.3750 m3Ø 250 = 0.7700 - 0.550 X 0.500 = 0.4950 m3 10Ø 300 = 1.1700 - 0.600 X 0.600 = 0.8100 m3 ØØ 350 = 1.3000 - 0.650 X 0.650 = 0.8775 m3 15 15Ø 400 = 1.4350 - 0.700 X 0.700 = 0.9450 m3Ø 450 = 1.5750 - 0.750 X 0.750 = 1.0125 m3Ø 500 = 1.7200 - 0.800 X 0.800 = 1.0800 m3Ø 600 = 2.0250 - 0.900 X 0.900 = 1.2150 m3Ø 700 = 2.3500 - 1.000 X 1.000 = 1.3500 m3Ø 800 = 2.6950 - 1.100 X 1.100 = 1.4850 m3
Galian Rabat & Paving :
Vupd = = m3 0.1
Ø 25 = 0.138 - 0.100 X 0.325 = 0.1056 m3Ø 40 = 0.139 - 0.100 X 0.340 = 0.1054 m3Ø 50 = 0.140 - 0.100 X 0.350 = 0.1050 m3Ø 75 = 0.253 - 0.100 X 0.375 = 0.2156 m3 TØ 100 = 0.260 - 0.100 X 0.400 = 0.2200 m3 15Ø 150 = 0.360 - 0.100 X 0.450 = 0.3150 m3Ø 200 = 0.375 - 0.100 X 0.500 = 0.3250 m3 tØ 250 = 0.495 - 0.100 X 0.550 = 0.4400 m3Ø 300 = 0.810 - 0.100 X 0.600 = 0.7500 m3Ø 350 = 0.878 - 0.100 X 0.650 = 0.8125 m3 10Ø 400 = 0.945 - 0.100 X 0.700 = 0.8750 m3 ØØ 450 = 1.013 - 0.100 X 0.750 = 0.9375 m3 15 15Ø 500 = 1.080 - 0.100 X 0.800 = 1.0000 m3Ø 600 = 1.215 - 0.100 X 0.900 = 1.1250 m3Ø 700 = 1.350 - 0.100 X 1.000 = 1.2500 m3Ø 800 = 1.485 - 0.100 X 1.100 = 1.3750 m3
Galian Aspal :
Vupd = = m3 0.45
Ø 75 = 0.253 - 0.450 X 0.375 = 0.0844 m3Ø 100 = 0.260 - 0.450 X 0.400 = 0.0800 m3Ø 150 = 0.360 - 0.450 X 0.450 = 0.1575 m3Ø 200 = 0.375 - 0.450 X 0.500 = 0.1500 m3 TØ 250 = 0.495 - 0.450 X 0.550 = 0.2475 m3 15Ø 300 = 0.810 - 0.450 X 0.600 = 0.5400 m3Ø 350 = 0.878 - 0.450 X 0.650 = 0.5855 m3 tØ 400 = 0.945 - 0.450 X 0.700 = 0.6300 m3Ø 450 = 1.013 - 0.450 X 0.750 = 0.6755 m3Ø 500 = 1.080 - 0.450 X 0.800 = 0.7200 m3 10Ø 600 = 1.215 - 0.450 X 0.900 = 0.8100 m3 ØØ 700 = 1.350 - 0.450 X 1.000 = 0.9000 m3 15 15Ø 800 = 1.485 - 0.450 X 1.100 = 0.9900 m3
Vgp - ( L x t ) x 1 m'
(Vgp - ( L x t )) - ( 0,1 x L ) x 1 m'
(Vgp - ( L x t )) - ( 0,45 x L ) x 1 m'
L
Æ
L
Æ
L
Æ
VOLUME PERBAIKAN /m'
Perbaikan Rabat tebal 5 cm
Vpb = = 0,05L m3 0.05
Ø 25 = 0.050 X 0.325 = 0.0163 m3Ø 40 = 0.050 X 0.340 = 0.0170 m3Ø 50 = 0.050 X 0.350 = 0.0175 m3Ø 75 = 0.050 X 0.375 = 0.0188 m3 TØ 100 = 0.050 X 0.400 = 0.0200 m3 15Ø 150 = 0.050 X 0.450 = 0.0225 m3Ø 200 = 0.050 X 0.500 = 0.0250 m3 tØ 250 = 0.050 X 0.550 = 0.0275 m3Ø 300 = 0.050 X 0.600 = 0.0300 m3Ø 350 = 0.050 X 0.650 = 0.0325 m3 10Ø 400 = 0.050 X 0.700 = 0.0350 m3 ØØ 450 = 0.050 X 0.750 = 0.0375 m3 15 15Ø 500 = 0.050 X 0.800 = 0.0400 m3Ø 600 = 0.050 X 0.900 = 0.0450 m3Ø 700 = 0.050 X 1.000 = 0.0500 m3Ø 800 = 0.050 X 1.100 = 0.0550 m3
Perbaikan Paving
Vpb = L m20.1
Ø 25 = 0.325 m2Ø 40 = 0.340 m2Ø 50 = 0.350 m2Ø 75 = 0.375 m2Ø 100 = 0.400 m2 TØ 150 = 0.450 m2 15Ø 200 = 0.500 m2Ø 250 = 0.550 m2 tØ 300 = 0.600 m2Ø 350 = 0.650 m2Ø 400 = 0.700 m2 10Ø 450 = 0.750 m2 ØØ 500 = 0.800 m2 15 15Ø 600 = 0.900 m2Ø 700 = 1.000 m2Ø 800 = 1.100 m2
Perbaikan Aspal
Vpb = L m2 0.1
Ø 25 = 0.325 m2Ø 40 = 0.340 m2Ø 50 = 0.350 m2Ø 75 = 0.375 m2 TØ 100 = 0.400 m2 15Ø 150 = 0.450 m2Ø 200 = 0.500 m2 tØ 250 = 0.550 m2Ø 300 = 0.600 m2Ø 350 = 0.650 m2 10Ø 400 = 0.700 m2 ØØ 450 = 0.750 m2 15 15Ø 500 = 0.800 m2Ø 600 = 0.900 m2Ø 700 = 1.000 m2Ø 800 = 1.100 m2
PEMBUANGAN SISA TANAH /m'Ø 300 = 0.071 m2Ø 350 = 0.096 m2Ø 400 = 0.126 m2Ø 450 = 0.159 m2Ø 500 = 0.196 m2Ø 600 = 0.283 m2Ø 700 = 0.385 m2Ø 800 = 0.502 m2
0,050 x L
L
Æ
L
Æ
L
Æ
BASIC PRICE OF WAGES, RENT EQUIPMENT AND BUILDING MATERIAL
WEST SEMARANG WATER SUPPLY PROJECT
No Description WorkUnit Unit Price
(Rp.)
I Basic Price of Wages
1 Foreman day 45,000.00
2 Chief of Skill Labour day 47,000.00
3 Skill Mason/masonry day 42,000.00
4 Skill Carpenter day 42,000.00
5 Skill Painter day 42,000.00
6 Pipe Fitter day 42,000.00
7 Electric Worker day 42,000.00
8 Mechanical Worker day 50,000.00
9 Welder day 75,000.00
10 Re-bar Bender day 42,000.00
11 Labour day 32,000.00
12 Heavy equipment operator day 50,000.00
13 Assistance of Heavy equipment operator day 45,000.00
14 Guardsman day 35,000.00
15 Driver day 25,000.00
No Description WorkUnit Unit Price
(Rp.)
II Basic Price of Building Material
1 Selected material for soil backfill cu.m 45,000.00
2 Sandy gravel cu.m 120,000.00 3 backfill sand cu.m 70,000.00 4 Sand for concrete/masonry cu.m 140,000.00 5 cu.m 120,000.00 6 Concrete gravel cu.m 210,000.00 7 Crushed stone 5-7 cm cu.m 155,000.00 8 cu.m 175,000.00 9 cu.m 175,000.00
10 Stone ash cu.m 130,000.00 11 Brick seed 325.00 12 Paving Block seed 1,800.00 13 zak 49,500.00 14 zak 75,500.00 15 each 26,000.00 16 Fire wood cu.m 150,000.00 17 Formwork wood cu.m 650,000.00 18 Wood beam class (Kruing) cu.m 4,800,000.00 19 Wood board class (Kruing) cu.m 5,500,000.00 20 cu.m 6,000,000.00 21 cu.m 6,800,000.00 22 cu.m 7,000,000.00 23 cu.m 7,800,000.00 24 Wooden Sheet Pile t=4.5cm x 2.4m cu.m 6,000,000.00 25 sheet 105,000.00 26 sheet 50,000.00 27 sheet 40,000.00 28 sq.m 63,000.00 29 sq.m 72,000.00 30 Welding rod kg 48,300.00 31 Reinforced Bar(re-bar) kg 8,750.00 32 Deformed Bar(de-bar) kg 10,000.00 33 Concrete wire kg 15,000.00 34 Barbed wire roll 75,000.00 35 Nail kg 14,000.00 36 m2 62,500.00 37 m2 75,000.00 38 m2 90,000.00 39 m2 105,000.00 40 Cool asphalt kg 7,200.00 41 Caporite kg 10,350.00 42 Clean water cu.m 8,500.00 43 kerosin cu.m 4,200.00 44 Gasoline lt 4,500.00 45 Diesel lt 4,500.00 46 m' 414,000.00
River stone15-20 cm
Crushed stone 3 - 4 cmCrushed stone 1 - 2,5 cm
Portland Cement PC 50 kgWhite Portland Cement 50 kgDolken 10-12 cm, l = 4 m
Wood beam Class (Kamper)Wood board Class (Kamper)Wood beam Class (Bangkirai)Wood board Class (Bangkirai)
Multiplex 9 mmTriplex 4 mmPlywood 3 mmClear galss 5 mmRyben glass 5 mm
Hotmix HRS t : 4 cmHotmix HRS t : 5 cmHotmix HRS t : 6 cmHotmix HRS t : 7 cm
Pre-stress concrete pile dia. 30 cm
No Description WorkUnit Unit Price
(Rp.)
III Basic Price of Rent of Equipment 1 Pipe hidrostatic test equipment day 99,187.50 2 Complete jack hammer day 264,500.00 3 Concrete mixer & vibrator day 165,312.50 4 Stamper day 99,187.50 5 Excavator hour 330,625.00 6 Welding machine 250 A day 627,000.00 7 Pipe fitter equiment day 79,350.00 8 Compaction Roller hour 231,437.50
9 Asphal sprayer hour 297,562.50
10 Grindstone machine hour 19,837.50
11 HDPE Pipe Welding Machine hour 165,312.50
12 Generator hour 165,312.50
13 day 1,140,000.00
14 day 1,729,000.00
15 day 3,287,000.00
16 Dump truck 4 ton day 997,500.00
17 Cargo Truck 2 ton day 997,500.00
18 Cargo Truck 4 ton day 1,330,000.00
19 Cargo Truck 10 ton day 1,795,500.00
20 Pipe Cutter day 71,500.00
21 Re-barbender day 40,000.00
22 Pile Hammer Machine hour 462,875.00
23 Water Pump hour 150,000.00
Truck Crane Capasity 2 ton
Truck Crane Capasity 5 ton
Truck Crane Capasity 10 ton
Earth Work
Valve Assembly H φ500 - 1000mm Valve Type: Short Body Butterfly Valve1) Dimensions
lfTw
b2
300
b B
bsb1
Twlf
Tw a Tw
lf L lf'
100ts
ΦD h1
P h H
Qh2
q tb
ls
Tw a Tw
lf L lf'
Valve Assembly Horizontal φ500 - 1000mm Valve Type: Short Body Butterfly ValvePN10 unit: mm D L B H a b h b2 b1 h2 h1 tw lf lf' ls bs tb ts le1 le Le be Be he He
500 2600 2500 2800 2100 2000 2250 1200 800 800 1450 250 200 240 900 1100.1 300 250 1.00 4.60 7.50 3.20 6.10 2.70 2.90
600 2600 2500 2800 2100 2000 2250 1200 800 800 1450 250 200 240 900 1100.1 300 250 1.00 4.60 7.50 3.20 6.10 2.70 2.90
700 2700 2600 2900 2200 2100 2350 1250 850 850 1500 250 200 240 900 1150.2 300 250 1.00 4.70 7.70 3.25 6.25 2.80 3.00
800 2800 3100 3000 2300 2600 2450 1700 900 900 1550 250 200 240 900 1200.2 300 250 1.00 4.80 7.90 3.70 6.80 2.90 3.10
900 2900 3200 3100 2400 2700 2550 1700 1000 950 1600 250 200 240 900 1250.2 300 250 1.00 4.90 8.10 3.70 6.90 3.00 3.20
1000 2900 3300 3200 2400 2800 2650 1800 1000 1000 1650 250 200 240 1000 1300.3 300 250 1.00 4.90 8.20 3.80 7.10 3.10 3.30
butterfly valve: Horrizontal, Short bodyConstruction Pipe Installation 1,000
DEarth Work Foundation Concrete Work Miscellaneous Setting Valve Flang Jointing
Excav. Backfill Disposal Gravel W.Floor Form Re-bar Scaff. T. Supp. V.Supp. Manhole Step
cu.m cu.m cu.m cu.m cu.m cu.m sq.m Ton sq.m cu.m cu.m nos m' m pl nos nos
500 31.03 16.25 14.78 2.21 0.74 8.75 32.76 0.875 4.2 0.32 0.545 1 7.00 3.13 1 2 7
600 31.03 16.25 14.78 2.21 0.74 8.75 32.76 0.875 4.2 0.32 0.545 1 7.00 3.13 1 2 7
700 32.85 16.20 16.65 2.29 0.76 9.50 35.36 0.9501 4.6 0.35 0.595 1 8.00 3.20 1 2 7
800 35.96 14.54 21.42 2.66 0.89 11.39 41.38 1.1389 6.0 0.46 0.648 1 8.00 3.26 1 2 7
900 37.76 13.95 23.81 2.72 0.91 12.24 44.30 1.2244 6.5 0.50 0.703 1 8.00 3.33 1 2 7
1000 39.6 14.09 25.51 2.79 0.93 12.82 46.40 1.2816 6.7 0.52 0.845 1 9.00 3.33 1 2 7
Temporary suportValve suport
Lowering &
Centering
Mechnical
JointingConcrete
Work
Valve Assembly Horizontal φ300 - 450mm Valve Type: Short Body Butterfly ValvePN10 unit: mm D L B H a b h b2 b1 h2 h1 tw lf lf' ls bs tb ts le1 le Le be Be he He
300 2200 1900 2350 1800 1500 1900 850 650 450 1450 200 200 240 900 750.03 250 200 1.00 4.20 6.65 2.85 5.30 2.25 2.45
350 2200 2000 2425 1800 1600 1975 900 700 500 1475 200 200 240 900 800.04 250 200 1.00 4.20 6.73 2.90 5.43 2.32 2.53
400 2400 2000 2450 2000 1600 2000 900 700 500 1500 200 200 240 900 800.05 250 200 1.00 4.40 6.95 2.90 5.45 2.35 2.55
450 2400 2100 2525 2000 1700 2075 950 750 550 1525 200 200 240 900 850 250 200 1.00 4.40 7.03 2.95 5.58 2.43 2.63
butterfly valve: Horrizontal, Short bodyConstruction Pipe Installation 1,000
DEarth Work Foundation Concrete Work Miscellaneous Setting Valve Flang Jointing
Excav. Backfill Disposal Gravel W.Floor Form Re-bar Scaff. T. Supp. V.Supp. Manhole Step
cu.m cu.m cu.m cu.m cu.m cu.m sq.m Ton sq.m cu.m cu.m nos m' m pl nos nos
300 23.28 15.23 8.04 1.80 0.60 4.69 21.97 0.47 2.70 0.21 0.25 1 6.00 2.86 1 2 7
350 24.30 15.51 8.79 1.83 0.61 4.98 23.25 0.50 2.88 0.22 0.29 1 6.00 2.86 1 2 7
400 25.12 15.42 9.70 1.91 0.64 5.36 24.76 0.54 3.20 0.25 0.29 1 6.00 2.99 1 2 7
450 26.18 15.63 10.56 1.95 0.65 5.67 26.13 0.57 3.40 0.26 0.33 1 7.00 2.99 1 2 7Temporary suport
Valve suport
Lowering &
Centering
Mechnical
JointingConcrete
Work
Earth Work
le1
be Be
B
le1 L
leLe
Slope1 * 0.5
he He
he He
0.2
Work Floor 0.05 Gravel Layer 0.15
Gate Valve Assemblφ500 - 1000mm Valve Type: Short Body Butterfly Valve1) Dimensions
0.2
Bebe
B
L
le1
le1
leLe
Slopwe1*0.5
He
he
Work floor 0.05Gravel Layer 0.15
Be
Gate Valve Assembly Horizontφ500 - 1000mm Valve Type: Short Body Butterfly ValvePN10 unit: mm D L B hd H a b tw lf ls tb ts le1 le Le be Be he He
100 1300 1300 1500 1900 1000 1000 150 200 350 200 150 0.50 2.30 4.65 2.30 4.65 2.15 2.35
150 1300 1300 1500 1950 1000 1000 150 200 375 200 150 0.50 2.30 4.70 2.30 4.70 2.20 2.40
200 1300 1300 1500 2000 1000 1000 150 200 400 200 150 0.50 2.30 4.75 2.30 4.75 2.25 2.45
250 1300 1300 1500 2050 1000 1000 150 200 425 200 150 0.50 2.30 4.80 2.30 4.80 2.30 2.50
Gate valve: Horrizontal, Short bodyConstruction Pipe Installation 1,000
DEarth Work Foundation Concrete Work Miscellaneous Setting Valve Flang Jointing
Excav. Backfill Disposal Gravel W.Floor Form Re-bar Scaff. T. Supp. V.Supp. Manhole Step
cu.m cu.m cu.m cu.m cu.m cu.m sq.m Ton sq.m cu.m cu.m nos m' m pl nos nos
100 16.333 3.971 12.361 0.793 0.264 0.338 16.200 33.800 1.000 0.077 0.350 1 6.00 1.50 1 1 2
150 16.800 4.056 12.744 0.793 0.264 0.338 16.600 0.034 1.000 0.077 0.375 1 6.00 1.50 1 1 2
200 17.273 4.140 13.132 0.793 0.264 0.338 17.000 0.034 1.000 0.077 0.400 1 6.00 1.50 1 1 2
250 17.750 4.225 13.525 0.793 0.264 0.338 17.400 0.034 1.000 0.077 0.425 1 6.00 1.50 1 1 2
Lowering &
Centering
Mechnical
JointingConcrete
Work
Air Valve Assembly φ200-350 & 400 - 1000mm Air Valve Type: Short Body Butterfly Gate Valve1) Dimensions
0.2
Bebe
B
L
le1
le1
leLe
Slopwe1*0.5
He
he
Work floor 0.05Gravel Layer 0.15
Be
Gate Valve Assembly φ200 - 350mm Gate Valve Type: Short Body Butterfly Gate ValvePN10 unit: mm D L B H a b tw tf tb ts le1 le Le be Be he He
(100-450) - 80 790 990 700 350 550 120 100 150 115 0.50 1.79 2.86 1.99 3.05 0.87 1.07
(450-1000) - 100 896 1196 800 456 756 120 100 150 115 0.50 1.90 3.06 2.20 3.36 0.97 1.17
Gate valve: Horrizontal, Short bodyConstruction Pipe Installation 1,000
DEarth Work Foundation Concrete Work Miscellaneous Setting Valve Flang Jointing
Excav. Backfill Disposal Gravel W.Floor Form Re-bar Scaff. T. Supp. Manhole Step
cu.m cu.m cu.m cu.m cu.m cu.m sq.m Ton sq.m cu.m nos m' m pl nos nos
100 5.160 0.833 4.327 0.534 0.178 0.156 2.153 23.463 0.193 0.015 1 - 0.89 1 1 2
150 6.124 1.248 4.876 0.625 0.208 0.214 3.263 32.148 0.345 0.026 1 - 1.00 1 1 2
Lowering &
Centering
Mechnical
JointingConcrete
Work
Thrust Bloc Analysis1 Thrust Force
90Bend(t) 45Bend(t) 22.5Bend(t) 11.25Bend(t)
Dia (mm) PN10 PN16 PN10 PN16 PN10 PN16 PN10 PN16 PN10 PN16
100 0.79 1.26 1.12 1.78 0.60 0.96 0.31 0.49 0.15 0.25
150 1.77 2.83 2.50 4.00 1.35 2.17 0.69 1.10 0.35 0.55
200 3.14 5.02 4.44 7.10 2.40 3.84 1.23 1.96 0.62 0.98
250 4.91 7.85 6.94 11.10 3.76 6.01 1.92 3.06 0.96 1.54
300 7.07 11.3 10.00 15.98 5.41 8.65 2.76 4.41 1.39 2.22
350 9.62 15.39 13.60 21.76 7.36 11.78 3.75 6.01 1.89 3.02
400 12.56 20.1 17.76 28.43 9.61 15.38 4.90 7.84 2.46 3.94
450 15.9 25.43 22.49 35.96 12.17 19.46 6.20 9.92 3.12 4.99
500 19.63 31.4 27.76 44.41 15.02 24.03 7.66 12.25 3.85 6.16
600 28.26 45.22 39.97 63.95 21.63 34.61 11.03 17.64 5.54 8.86
700 38.47 61.54 54.40 87.03 29.44 47.10 15.01 24.01 7.54 12.06
800 50.24 80.38 71.05 113.67 38.45 61.52 19.60 31.36 9.85 15.76
900 63.59 101.74 89.93 143.88 48.67 77.87 24.81 39.70 12.47 19.95
1000 78.5 125.6 111.01 177.62 60.08 96.13 30.63 49.01 15.39 24.62
1100 94.99 151.98 134.33 214.93 72.71 116.33 37.07 59.30 18.62 29.79
1200 113.04 180.86 159.86 255.77 86.52 138.43 44.11 70.57 22.16 35.46
1300 132.67 212.26 187.62 300.18 101.55 162.46 51.77 82.82 26.01 41.61
P (t/m2)
1400 153.86 246.18 217.59 348.15 117.76 188.43 60.04 96.06 30.16 48.26
1500 176.63 282.6 249.79 399.65 135.19 216.30 68.92 110.27 34.63 55.40
Thrust Block -Bend (1) PN = 10 kg/cm290 Bend
Thrust Block Construction gravel t= 0.15 m
Dia A B B' C C' D D' F G H h TDia. E.Work Gravel Lyer Concrete Work
mm m3 Concrete Form R-bar
100 0.23 0.26 0.28 0.16 0.19 0.27 0.08 0.10 0.13 0.20 0.15 0.15 100 included 0.019 0.024 0.034
150 0.34 0.38 0.43 0.24 0.29 0.40 0.12 0.15 0.19 0.31 0.15 0.15 150 in 0.043 0.081 0.312
200 0.670 1.493 1.493 0.972 0.972 0.420 0.210 0.200 0.470 0.600 0.150 0.300 200 included 0.250 1.030 3.512
250 0.720 2.001 2.001 1.454 1.454 0.438 0.192 0.225 0.495 0.650 0.150 0.300 250 in 0.368 1.579 5.052
300 0.810 2.199 2.199 1.590 1.590 0.567 0.283 0.250 0.560 0.700 0.150 0.300 300 Trench 0.442 2.092 6.092
350 1.060 2.706 2.706 1.922 1.922 0.656 0.266 0.375 0.685 0.750 0.150 0.300 350 Work 0.573 3.556 8.125
400 1.130 2.865 2.865 2.032 2.032 0.700 0.280 0.400 0.730 1.000 0.200 0.400 400 1.077 5.411 11.778
450 1.230 3.373 3.373 2.465 2.465 0.718 0.262 0.425 0.805 1.050 0.200 0.400 450 1.329 7.167 14.459
500 1.310 3.301 3.301 2.337 2.337 0.805 0.315 0.450 0.860 1.100 0.200 0.400 500 1.364 7.715 14.948
600 1.480 4.155 4.155 3.078 3.078 0.926 0.356 0.500 0.980 1.250 0.300 0.450 600 2.953 12.342 21.501
700 1.660 4.941 4.941 3.734 3.734 1.031 0.391 0.550 1.110 1.400 0.300 0.500 700 3.942 18.203 28.731
800 1.890 5.377 5.377 3.788 3.788 1.136 0.710 0.600 1.290 1.600 0.300 0.600 800 4.842 25.438 35.818
900 2.120 5.813 5.813 4.244 4.244 1.141 0.460 0.650 1.470 1.800 0.300 0.700 900 5.863 34.528 43.893
1000 2.520 6.437 6.437 4.520 4.520 1.276 0.425 0.700 1.820 1.900 0.300 0.700 1000 6.730 47.265 51.305
F G
A
Hh
dT
F G
100
B
GF
A
B'
C
C
Thrust Block -Bend (1) PN = 10 kg/cm245 Bend
Thrust Block Construction gravel t= 0.15 m
Dia A B B' C C' D D' F G H h TDia. E.Work Gravel Lyer Concrete Work
mm m3 Concrete Form R-bar
200 0.45 0.50 0.50 0.14 0.14 - - 0.20 0.25 0.40 0.15 0.10 200 0.019 0.095 0.512
250 0.50 0.66 0.66 0.33 0.33 - - 0.23 0.28 0.45 0.15 0.10 250 included 0.050 0.174 0.891
300 0.55 0.67 0.67 0.32 0.32 - - 0.25 0.30 0.50 0.15 0.10 300 in 0.053 0.202 0.990
350 0.60 0.83 0.83 0.46 0.46 - - 0.28 0.33 0.55 0.15 0.10 350 Trench 0.083 0.302 1.419
400 0.85 0.89 0.89 0.45 0.45 - - 0.30 0.35 0.60 0.20 0.10 400 Work 0.153 0.515 1.608
450 0.95 0.91 0.91 0.59 0.59 - - 0.33 0.38 0.65 0.20 0.10 450 0.224 0.688 1.950
500 0.95 0.94 0.94 0.63 0.63 - - 0.40 0.45 0.75 0.20 0.10 500 0.239 0.811 2.355
600 1.05 1.16 1.16 0.62 0.62 - - 0.45 0.50 0.90 0.30 0.15 600 0.391 1.179 3.204
700 1.05 1.33 1.33 0.58 0.58 - - 0.50 0.55 1.00 0.30 0.15 700 0.365 1.271 3.820
800 1.15 1.60 1.60 0.76 0.76 - - 0.55 0.60 1.10 0.30 0.15 800 0.524 1.800 5.192
900 1.30 1.72 1.72 0.89 0.89 - - 0.65 0.65 1.20 0.30 0.15 900 0.694 2.412 6.264
1000 1.40 1.94 1.94 1.12 1.12 - - 0.70 0.70 1.30 0.30 0.15 1000 0.941 3.167 7.956
B
A
GF
C
CONCRETE
H h
d T
COMPACTED GRAVELOR ROCK
Thrust Block -Bend (1) PN = 10 kg/cm222.5 Bend
Thrust Block Construction gravel t= 0.15 m
Dia A B B' C C' D D' F G H h TDia. E.Work Gravel Lyer Concrete Work
mm m3 Concrete Form R-bar
400 0.50 0.46 0.46 0.34 0.34 - - 0.30 0.30 0.60 0.20 0.10 400 Work 0.068 0.140 0.960
450 0.55 0.51 0.51 0.38 0.38 - - 0.38 0.33 0.65 0.20 0.10 450 included 0.084 0.177 1.157
500 0.85 0.47 0.47 0.32 0.32 - - 0.40 0.35 0.70 0.20 0.10 500 in 0.109 0.315 1.106
600 0.95 0.63 0.63 0.64 0.64 - - 0.45 0.40 0.80 0.30 0.10 600 Trench 0.365 0.606 2.032
700 0.95 0.74 0.74 0.55 0.55 - - 0.50 0.45 0.90 0.30 0.10 700 Work 0.314 0.607 2.322
800 1.05 0.90 0.90 0.96 0.96 - - 0.55 0.50 1.00 0.30 0.10 800 0.605 1.019 3.720
900 0.95 1.01 1.01 0.78 0.78 - - 0.60 0.55 1.10 0.30 0.10 900 0.445 0.732 3.938
1000 1.05 1.22 1.22 0.97 0.97 - - 0.65 0.60 1.20 0.30 0.10 1000 0.611 1.040 5.256
B
A
GF
C
CONCRETE
H h
d T
COMPACTED GRAVELOR ROCK
Thrust Block -Bend (1) PN = 10 kg/cm211.5 Bend
Thrust Block Construction gravel t= 0.15 m
Dia A B B' C C' D D' F G H h TDia. E.Work Gravel Lyer Concrete Work
mm m3 Concrete Form R-bar
800 1.40 0.68 0.68 0.45 0.45 - - 0.60 0.80 1.00 0.30 0.45 800 0.378 1.014 2.260
900 1.60 0.74 0.74 0.59 0.59 - - 0.65 0.95 1.55 0.30 0.45 900 0.566 2.453 4.123
1000 1.70 0.80 0.80 0.63 0.63 - - 0.70 1.00 1.65 0.30 0.45 1000 0.643 2.889 4.719
B
A
GF
C
CONCRETE
H h
d T
COMPACTED GRAVELOR ROCK
Thrust Bloc Analysis1 Thrust Force
90Bend(t) 45Bend(t) 22.5Bend(t) 11.25Bend(t)
Dia (mm) PN10 PN16 PN10 PN16 PN10 PN16 PN10 PN16 PN10 PN16
100 0.79 1.26 1.12 1.78 0.60 0.96 0.31 0.49 0.15 0.25
150 1.77 2.83 2.50 4.00 1.35 2.17 0.69 1.10 0.35 0.55
200 3.14 5.02 4.44 7.10 2.40 3.84 1.23 1.96 0.62 0.98
250 4.91 7.85 6.94 11.10 3.76 6.01 1.92 3.06 0.96 1.54
300 7.07 11.3 10.00 15.98 5.41 8.65 2.76 4.41 1.39 2.22
350 9.62 15.39 13.60 21.76 7.36 11.78 3.75 6.01 1.89 3.02
400 12.56 20.1 17.76 28.43 9.61 15.38 4.90 7.84 2.46 3.94
450 15.9 25.43 22.49 35.96 12.17 19.46 6.20 9.92 3.12 4.99
500 19.63 31.4 27.76 44.41 15.02 24.03 7.66 12.25 3.85 6.16
600 28.26 45.22 39.97 63.95 21.63 34.61 11.03 17.64 5.54 8.86
700 38.47 61.54 54.40 87.03 29.44 47.10 15.01 24.01 7.54 12.06
800 50.24 80.38 71.05 113.67 38.45 61.52 19.60 31.36 9.85 15.76
900 63.59 101.74 89.93 143.88 48.67 77.87 24.81 39.70 12.47 19.95
1000 78.5 125.6 111.01 177.62 60.08 96.13 30.63 49.01 15.39 24.62
1100 94.99 151.98 134.33 214.93 72.71 116.33 37.07 59.30 18.62 29.79
P (t/m2)
1200 113.04 180.86 159.86 255.77 86.52 138.43 44.11 70.57 22.16 35.46
1300 132.67 212.26 187.62 300.18 101.55 162.46 51.77 82.82 26.01 41.61
1400 153.86 246.18 217.59 348.15 117.76 188.43 60.04 96.06 30.16 48.26
1500 176.63 282.6 249.79 399.65 135.19 216.30 68.92 110.27 34.63 55.40
Thrust Block -Bend (1) PN = 10 kg/cm290 Bend
Thrust Block Construction gravel t= 0.15
Dia A B B' C C' D D' F G H h TDia. E.Work Gravel Lyer Concrete Work
mm m3 Concrete Form
100 0.23 0.26 0.28 0.16 0.19 0.27 0.08 0.10 0.13 0.20 0.15 0.15 100 included 0.019 0.024 0.034
150 0.34 0.38 0.43 0.24 0.29 0.40 0.12 0.15 0.19 0.31 0.15 0.15 150 in 0.043 0.081 0.312
200 0.59 0.83 0.57 0.39 0.38 0.35 0.14 0.20 0.39 0.45 0.15 0.15 200 Trench 0.090 0.312 1.103
250 0.65 1.16 0.57 0.69 0.41 0.41 0.16 0.23 0.43 0.50 0.15 0.15 250 Work 0.127 0.468 1.562
300 0.72 1.27 0.64 0.75 0.45 0.46 0.18 0.25 0.47 0.55 0.15 0.15 300 0.154 0.606 1.900
350 0.93 1.55 0.72 0.89 0.42 0.59 0.20 0.38 0.56 0.60 0.15 0.15 350 0.196 1.007 2.633
400 1.00 1.51 0.73 0.80 0.80 0.63 0.21 0.40 0.60 0.75 0.20 0.15 400 0.351 1.462 3.756
450 1.06 1.68 1.68 0.95 0.95 0.69 0.23 0.43 0.64 0.80 0.20 0.15 450 0.494 2.128 5.225
500 1.14 1.86 1.86 1.07 1.07 0.78 0.28 0.45 0.69 0.90 0.20 0.20 500 0.623 2.871 6.711
600 1.31 2.18 2.18 1.26 1.26 0.84 0.28 0.50 0.81 1.05 0.30 0.25 600 1.259 4.369 9.263
700 1.43 2.63 2.63 1.65 1.65 0.96 0.32 0.55 0.88 1.15 0.30 0.25 700 1.699 6.204 12.416
800 1.66 3.12 3.12 1.76 1.76 1.07 0.64 0.60 1.06 1.30 0.30 0.30 800 2.234 9.482 16.696
900 1.82 3.41 3.41 2.14 2.14 1.24 0.46 0.65 1.17 1.40 0.30 0.30 900 2.691 12.253 20.212
1000 2.05 3.80 3.80 2.35 2.35 1.35 0.50 0.70 1.35 1.50 0.30 0.30 1000 3.181 16.187 24.216
F G
A
Hh
dT
F G
100
B
GF
A
B'
C
C
m
R-bar
Thrust Block -Bend (1) PN = 10 kg/cm245 Bend
Thrust Block Construction
Dia A B B' C C' D D' F G H h TDia. E.Work Gravel Lyer Concrete Work
mm m3 Concrete Form
200 0.50 0.72 0.72 0.24 0.24 - - 0.20 0.30 0.55 0.15 0.10 200 0.036 0.234 1.056
250 0.55 0.88 0.88 0.53 0.53 - - 0.23 0.33 0.65 0.15 0.10 250 included 0.087 0.435 1.833
300 0.60 0.94 0.94 0.52 0.52 - - 0.25 0.35 0.70 0.15 0.10 300 in 0.094 0.510 2.044
350 0.65 1.11 1.11 0.66 0.66 - - 0.28 0.38 0.75 0.15 0.10 350 Trench 0.129 0.693 2.655
400 0.85 1.24 1.24 0.70 0.70 - - 0.30 0.45 0.90 0.20 0.10 400 Work 0.238 1.240 3.492
450 0.95 1.27 1.27 0.84 0.84 - - 0.43 0.53 1.05 0.20 0.10 450 0.319 1.769 4.431
500 0.95 1.28 1.28 0.93 0.93 - - 0.45 0.55 1.10 0.20 0.10 500 0.353 1.876 4.862
600 1.05 1.59 1.59 0.87 0.87 - - 0.50 0.70 1.20 0.30 0.15 600 0.548 2.404 5.904
700 1.30 1.86 1.86 0.86 0.86 - - 0.55 0.75 1.30 0.30 0.15 700 0.671 3.551 7.072
800 1.40 2.23 2.23 1.09 1.09 - - 0.60 0.80 1.40 0.30 0.15 800 0.916 4.839 9.296
900 1.60 2.39 2.39 1.32 1.32 - - 0.62 0.95 1.55 0.30 0.15 900 1.267 6.842 11.501
1000 1.70 2.71 2.71 1.65 1.65 - - 0.70 1.00 1.65 0.30 0.15 1000 1.683 8.807 14.388
B
A
GF
C
CONCRETE
H h
d T
COMPACTED GRAVELOR ROCK
R-bar
Thrust Block -Bend (1) PN = 10 kg/cm2
22.5 Bend
Thrust Block Construction gravel t= 0.15
Dia A B B' C C' D D' F G H h TDia. E.Work Gravel Lyer Concrete Work
mm m3 Concrete Form
400 0.60 0.59 0.59 0.44 0.44 - - 0.30 0.45 0.90 0.20 0.40 400 Work 0.106 0.427 1.854
450 0.65 0.60 0.60 0.42 0.42 - - 0.43 0.43 1.05 0.20 0.40 450 included 0.109 0.534 2.142
500 0.85 0.61 0.61 0.41 0.41 - - 0.45 0.55 1.10 0.20 0.40 500 in 0.139 0.754 2.244
600 0.95 0.79 0.79 0.55 0.55 - - 0.50 0.70 1.20 0.30 0.40 600 Trench 0.314 1.149 3.216
700 0.95 0.95 0.95 0.69 0.69 - - 0.55 0.75 1.30 0.30 0.40 700 Work 0.393 1.395 4.264
800 1.05 1.11 1.11 0.83 0.83 - - 0.60 0.80 1.40 0.30 0.40 800 0.523 1.877 5.432
900 1.30 1.19 1.19 0.87 0.87 - - 0.65 0.95 1.55 0.30 0.45 900 0.679 2.841 6.386
1000 1.40 1.35 1.35 1.01 1.01 - - 0.70 1.00 1.65 0.30 0.45 1000 0.848 3.599 7.788
B
A
GF
C
CONCRETE
H h
d T
COMPACTED GRAVELOR ROCK
m
R-bar
Thrust Block -Bend (1) PN = 10 kg/cm2
11.5 Bend
Thrust Block Construction gravel t= 0.15
Dia A B B' C C' D D' F G H h TDia. E.Work Gravel Lyer Concrete Work
mm m3 Concrete Form
800 1.40 0.68 0.68 0.54 0.54 - - 0.60 0.80 1.40 0.30 0.40 800 0.454 1.778 3.416
900 1.60 0.74 0.74 0.59 0.59 - - 0.65 0.95 1.55 0.30 0.45 900 0.566 2.453 4.123
1000 1.70 0.80 0.80 0.63 0.63 - - 0.70 1.00 1.65 0.30 0.45 1000 0.643 2.889 4.719
B
A
GF
C
CONCRETE
H h
d T
COMPACTED GRAVELOR ROCK
m
R-bar
SUMMARY OF VALVE ASSEMBLY (Installation)
Works 50 75 100 150 200 250 300 350
1. Main Valve Assembly 191,300 196,400 303,200 530,000 734,800 1,068,900 24,258,000 25,716,000
2. Blow-off Assembly
3. Air Valve Assembly
Works 400 450 500 600 700 800 900 1000
1. Main Valve Assembly 27,912,000 29,527,000 36,226,000 38,180,000 40,989,000 44,786,000 55,494,000 60,328,000
2. Blow-off Assembly
3. Air Valve Assembly
VALVE ASSEMBLY1) W/Surface Box
Dia. Materials(mm) Valve Surface Box/Manhole 1F Short Pipe Socket Total
no. Rp no. Rp nos. Rp nos. Rp
50 1 2,000,000 1 1,000,000 2 45,000 2 50,000 3,190,000 75 1 2,550,000 1 1,000,000 2 88,000 2 101,000 3,928,000
100 1 3,400,000 1 1,000,000 2 122,000 2 141,000 4,926,000 150 1 5,780,000 1 1,000,000 2 398,000 2 346,000 8,268,000 200 1 8,760,000 1 1,000,000 2 563,000 2 704,000 12,294,000 250 1 13,400,000 1 1,000,000 2 773,000 2 985,000 17,916,000
Dia. Construction(mm) Excavation Backfill Disposal Gravel Layer Form Re-bar Miscellaneous Sub-total
m3 Rp/m3 m3 Rp/m3 m3 Rp/m3 m3 Rp/m3 m3 Rp/m3 m2 Rp/m2 kg Rp/kg 5%
15,300 76,400 50,300 69,300 552,400 99,400 13,600
50 0.1 1,500 - - - 0.1 55,200 0.9 89,500 - 7,000 153,000 75 0.1 1,500 - - - 0.1 55,200 0.9 89,500 - 7,000 153,000
100 0.1 1,500 - - - 0.16 88,400 1.4 139,200 - 11,000 240,000 150 0.2 3,100 - - - 0.33 182,300 2.4 238,600 - 21,000 445,000 200 0.3 4,600 - - - 0.51 281,700 3.2 318,100 - 30,000 634,000 250 0.5 7,700 - - - 0.83 458,500 4.4 437,400 - 45,000 949,000
Dia. Installation(mm) Valve Lowering & centering Jointing (RR J.) Sub-total Total
no Rp m Rp/m nos. Rp Rp. Rp.50 1 13,900 1 2,400 4 5,500 38,300 191,300 75 1 18,900 1 2,500 4 5,500 43,400 196,400
100 1 24,000 1 2,800 4 9,100 63,200 303,200 150 1 37,200 1 3,800 4 11,000 85,000 530,000 200 1 50,600 1 6,200 4 11,000 100,800 734,800 250 1 69,700 1 6,200 4 11,000 119,900 1,068,900
note: earth work for valve assembly includes only additional excavation, andbackfill and disposal are included in trench work
Concrete (Lean Concrete)
VALVE ASSEMBLY2) W/Valve Chamber
Dia. Materials(mm) Valve Manhole Cover FL & Spigot/Bell Collar Total
no. Rp no. Rp set Rp nos. Rp
300 1 17,100,000 1 1,500,000 1 4,850,000 2 2,500,000 28,500,000 350 1 23,500,000 1 1,500,000 1 5,910,000 2 3,120,000 37,200,000 400 1 33,100,000 1 1,500,000 1 7,230,000 2 3,740,000 49,300,000 450 1 41,800,000 1 1,500,000 1 8,590,000 2 4,440,000 60,800,000
500 1 153,000,000 1 1,500,000 1 10,700,000 2 4,770,000 174,700,000 600 1 162,000,000 1 1,500,000 1 14,600,000 2 6,130,000 190,400,000 700 1 187,000,000 1 1,500,000 1 19,800,000 2 8,700,000 225,700,000 800 1 204,000,000 1 1,500,000 1 23,900,000 2 10,600,000 250,600,000 900 1 238,000,000 1 1,500,000 1 31,000,000 2 13,700,000 297,900,000
1000 1 264,000,000 1 1,500,000 1 38,200,000 2 17,100,000 337,900,000 Dia. Construction(mm) Excavation Backfill Disposal Gravel Layer Lean Concrete Concrete Form Re-bar Miscellaneous Sub-total
m3 Rp/m3 m3 Rp/m3 m3 Rp/m3 m3 Rp/m3 m3 Rp/m3 m3 Rp/m3 m2 Rp/m2 kg Rp/kg 10%
15,300 76,400 50,300 69,300 552,400 628,000 99,400 13,600
300 72 1,102,000 58 4,431,000 14 704,000 2.7 187,000 0.9 497,000 5.7 3,580,000 36.6 3,638,000 570 7,752,000 2,189,000 24,100,000 350 77 1,178,000 62 4,737,000 15 755,000 2.8 194,000 0.9 497,000 6.0 3,768,000 38.8 3,857,000 600 8,160,000 2,315,000 25,500,000 400 81 1,239,000 65 4,966,000 16 805,000 2.9 201,000 1.0 552,000 6.4 4,019,000 43.0 4,274,000 640 8,704,000 2,476,000 27,200,000 450 86 1,316,000 69 5,272,000 17 855,000 3.0 208,000 1.0 552,000 6.8 4,270,000 43.7 4,344,000 680 9,248,000 2,607,000 28,700,000
500 114 1,744,000 96 7,334,000 18 905,000 2.7 187,000 0.9 497,000 7.6 4,773,000 48.7 4,841,000 870 11,832,000 3,211,000 35,300,000 600 125 1,913,000 105 8,022,000 20 1,006,000 2.9 201,000 1.0 552,000 8.4 5,275,000 53.7 5,338,000 840 11,424,000 3,373,000 37,100,000 700 135 2,066,000 113 8,633,000 22 1,107,000 3.0 208,000 1.0 552,000 8.9 5,589,000 59.8 5,944,000 890 12,104,000 3,620,000 39,800,000 800 151 2,310,000 127 9,703,000 24 1,207,000 3.1 215,000 1.0 552,000 9.7 6,092,000 63.1 6,272,000 970 13,192,000 3,954,000 43,500,000 900 176 2,693,000 146 11,154,000 30 1,509,000 3.4 236,000 1.1 608,000 13.0 8,164,000 71.5 7,107,000 1300 17,680,000 4,915,000 54,100,000
1000 193 2,953,000 160 12,224,000 33 1,660,000 3.5 243,000 1.2 663,000 14.0 8,792,000 77.7 7,723,000 1400 19,040,000 5,330,000 58,600,000
Dia. Installation(mm) Valve Lowering & centering Mech J. Sub-total Total
no Rp m Rp/m nos. Rp Rp. Rp.
300 1 104,600 2.8 18,900 7 16,600 158,000 24,258,000 350 1 148,500 2.8 24,000 7 16,600 216,000 25,716,000 400 1 626,600 2.9 29,400 7 18,400 712,000 27,912,000 450 1 725,600 2.9 35,100 7 20,300 827,000 29,527,000
500 1 753,800 2.8 61,600 7 22,100 926,000 36,226,000 600 1 886,900 2.9 66,700 7 25,800 1,080,000 38,180,000 700 1 973,400 3.0 71,800 7 29,500 1,189,000 40,989,000 800 1 1,049,000 3.0 78,900 7 38,700 1,286,000 44,786,000 900 1 1,124,000 3.2 84,400 7 44,200 1,394,000 55,494,000
1000 1 1,200,000 3.2 165,000 7 51,600 1,728,000 60,328,000
Valve Assembly φ100 - 250 with Surface Balve Box Type of Valve: Gate Valve 2) Stability Analysis1) Dimensions
Dia. Pressure Thrust Block Earth Pressure Friction Reaction S. Factormm ton H B L q1 q2 Q F R α
100 0.8 0.55 0.50 0.55 2.40 5.04 1.02 0.20 1.2 1.53 B
150 1.8 0.90 0.60 0.60 2.40 6.72 2.46 0.40 2.9 1.59
200 3.1 1.10 0.75 0.60 2.40 7.68 4.16 0.60 4.8 1.54
250 4.9 1.30 0.90 0.70 2.40 8.64 6.46 0.90 7.4 1.50
Unit Cost L Dia (mm) Materials Construction Grand
G.V. Surface B. 1F Pipe Sleeve J. Total Excavation Thrust Cap. Con. Installation Total Total100 1 1 2 2150 1 1 2 2
Cooping Concrete 弁匡 200 1 1 2 2d= 250 mm 250 1 1 2 2h= 150 mm 0.05
Dia (mm) Excavation h B L V (m3) Thrust Concrete Cap Concreteextra concrete form concrete form
0.6 0.5 100 1.05 0.8 0.25 0.50 0.55 0.1 0.15 1.2 0.01 0.2RCP dia.100mm 150 1.40 0.85 0.55 0.60 0.60 0.2 0.32 2.2 0.01 0.2
q1 200 1.60 0.9 0.70 0.75 0.60 0.3 0.50 3.0 0.01 0.2250 1.80 0.95 0.85 0.90 0.70 0.5 0.82 4.2 0.01 0.2
D PDia (mm) Installation
0.1 H Gate Valve Sleeve J.Foreman P.Fitter G.Worker Foreman P.Fitter G.Worker
100q2 F 150
コンクリートサポート 200250
Construction Pipe InstallationEarth Work Foundation Concrete Work Miscellaneous Lowering & Valve
D Excav. Backfill Disposal Gravel W.Floor Concrete WForm Re-bar Scaff. T. Supp. V.Supp. Manhole Step Centering Setting
m3 m3 m3 m3 m3 m3 m2 ton m2 m3 m3 nos nos m
300 71.8 58 13.8 2.71 0.9 5.7 36.59 0.57 31.1 7.9 0.23 1 6 2.8 1
350 76.6 61.70 14.9 2.77 0.92 6.00 38.80 0.60 32.6 8.7 0.28 1 6 2.77 1
400 80.5 64.5 16.0 2.90 0.97 6.43 42.96 0.64 33.9 9.6 0.29 1 6 2.93 1
450 85.7 68.7 17.0 2.97 0.99 6.77 43.73 0.68 35.4 10.5 0.35 1 7 2.9 1
Flang MechnicalJointing Jointing
pl nos nos
1 2 7
1 2 7
1 2 7
1 2 7
D le1 le Le be Be he He
300 1.00 4.20 6.65 3.90 6.35 2.25 2.45
350 1.00 4.20 6.73 4.00 6.53 2.32 2.53
400 1.00 4.40 6.95 4.00 6.55 2.35 2.55
450 1.00 4.40 7.03 4.10 6.73 2.43 2.63
Valve Assembly φ300 - 450mm Valve Type: Gate Valve1) Dimensions
lfC2 tw
lsls1 ls2
b2C1 ΦD
b B
bs b1
tw
lf
tw l1 l2 l3 l4 l5 twl L l
100
ts
ΦD h1
P h H
Q h2hs
q tb
h'
ls
lf tw L' tw lf
Earth Work
le1
be Be
B
le1 L
le
Le
Slope1 * 0.5
he He
0.2
Work Floor 0.05 Gravel Layer 0.15
Valve Assembly φ500 - 1000mm Valve Type: Short Body Butterfly Valve1) Dimensions
lfC2 tw
lsls1 ls2
b2C1 ΦD
b B
bs b1
tw
lf
tw l1 l2 l3 l4 l5 twl L l
100
ts
ΦD h1
P h H
Q h2hs
q tb
h'
ls
lf tw L' tw lf
PN10 unit: mm D ts tb tw b1 b2 b B l1 l2 l3 l4 l5 L' L lf l h1 h2 H ls1 ls2 ls bs hs
230 170 520 1450
500 200 350 200 750 950 1700 2100 200 170 230 750 300 1650 2050 300 500 1850 750 3150 270 430 700 1100 400
240 180 560 1550
600 200 350 200 800 1000 1800 2200 230 250 270 750 300 1800 2200 300 500 1900 800 3250 380 470 850 1200 400
210 190 600 1650
700 200 350 200 850 1050 1900 2300 200 250 300 750 350 1850 2250 300 500 1950 850 3350 350 500 850 1300 400
230 200 600 1700
800 200 350 200 900 1100 2000 2400 230 250 320 750 350 1900 2300 300 500 2000 1000 3550 380 520 900 1400 500
210 210 600 1750
900 200 400 250 950 1150 2100 2600 220 250 330 800 400 2000 2500 300 500 2050 1100 3750 370 530 900 1500 550
220 220 600 1850
1000 200 400 250 1000 1200 2200 2700 240 250 410 800 400 2100 2600 300 500 2100 1200 3900 390 610 1000 1600 600
butterfly valve: Vertical, Short bodyMaterial List
DIP Straight Pipe Fittings バルブ Weight of Fittings D Length Number 1F Bell 1F Spigot Collar ゲートバルブ Collar 1F Spigot 1F Soket
m no. ヶ ヶ ヶ kg kg kgΦ500 Φ500 Φ500 Φ500 Φ500 Φ500 109 87.0 96.0
500 1.9 0.5 1 1 3 1 107 103 157Φ600 Φ600 Φ600 Φ600 Φ600 Φ600 140 115 135
600 1.93 0.5 1 1 3 1 146 151 204Φ700 Φ700 Φ700 Φ700 Φ700 Φ700 185 162 185
700 2.0 0.5 1 1 3 1 184 196 256Φ800 Φ800 Φ800 Φ800 Φ800 Φ800 225 205 233
800 2.0 0.5 1 1 3 1 223 241 315Φ900 Φ900 Φ900 Φ900 Φ900 Φ900 278 252 280
900 2.12 1 1 1 3 1 270 290 393Φ1000 Φ1000 Φ1000 Φ1000 Φ1000 Φ1000 348 317 339
1000 2.14 1 1 1 3 1 348 353 464
I類 2類 3類
Construction Pipe InstallationEarth Work Foundation Concrete Work Miscellaneous Lowering & Valve Flang
D Excav. Backfill Disposal Gravel W.Floor Concrete WForm Re-bar Scaff. T. Supp. V.Supp. Manhole Step Centering Setting Jointing
m3 m3 m3 m3 m3 m3 m2 ton m2 m3 m3 nos nos m pl
500 114.2 96.4 17.8 2.74 0.91 7.56 48.72 0.76 41.2 11.2 0.37 1 8 2.82 1
600 125.0 104.70 20.3 2.90 0.97 8.35 53.72 0.84 44.2 13.1 0.50 1 9 2.93 1
700 134.5 112.6 21.9 3.00 1.00 8.91 59.75 0.89 46.5 14.5 0.52 1 9 2.95 1
800 151.3 127.1 24.3 3.11 1.04 9.65 63.13 0.97 50.3 16.6 0.73 1 10 2.98 1
900 175.7 146.1 29.6 3.38 1.13 12.98 71.54 1.30 56.1 20.5 0.84 1 10 3.17 1
1000 192.9 160.09 32.81 3.53 1.18 14.02 77.70 1.40 59.9 23.2 1.10 1 11 3.19 1
MechnicalJointing Jointing
nos nos
2 7
2 7
2 7
2 7
2 7
2 7
Earth Work
le1
be Be
B
le1 L
leLe
Slope1 * 0.5
he He
0.2
Work Floor 0.05 Gravel Layer 0.15
D le1 le Le be Be he He
500 1.00 4.05 7.30 4.10 7.35 3.05 3.25
600 1.00 4.20 7.55 4.20 7.55 3.15 3.35
700 1.00 4.25 7.70 4.30 7.75 3.25 3.45
800 1.00 4.30 7.95 4.40 8.05 3.45 3.65
900 1.00 4.50 8.35 4.60 8.45 3.65 3.85
1000 1.00 4.60 8.60 4.70 8.70 3.80 4.00
Valve Assembly -Blow Off
Gate Valve Assembly Type Blow - OFFType L B H a b tw tf tb ts le1 Le Be He
A 1.30 1.30 1.75 1.00 1.00 0.15 0.10 0.20 0.08 ### 1.90 1.90 1.75
B 1.00 1.00 1.00 - - - - - - 0.20 1.60 1.40 1.00
C 4.00 1.00 0.75 - - - - - - 0.20 ### 1.40 0.75
Construction Type Blow - OFF
TypeEarth Work Foundation Concrete Work Setting Valve Flang Jointing
Excav. Backfill Disposal Gravel W.Floor Form Re-bar
cu.m cu.m cu.m cu.m cu.m cu.m sq.m Ton sq.m m pl nos nos
A 9.317 2.958 6.360 0.085 0.169 1.838 ### 183.82 1.690 12.00 1 4 1
B 4.990 1.000 3.990 0.050 0.100 ### 2.000 - - 12.00 1 4 1
C 6.830 3.000 3.830 0.200 ### 2.717 3.000 - - 12.00 1 4 1
Lowering &
Centering
Mechnical
JointingConcrete
Work
Scaff.
Valve Assembly -Air ValveDia. Air valve Construction(mm) mm Gravel Layer Lean Concrete Form Re-bar Miscellaneous Sub-total
m3 Rp/m3 m3 Rp/m3 m3 Rp/m3 m2 Rp/m2 kg Rp/kg 5%
69,300 552,400 62,800 99,400 13,600
50 13 0.18 12,500 0.06 33,100 0.46 28,900 4.16 413,500 46 625,600 55,700 1,169,000 75 13 0.18 12,500 0.06 33,100 0.46 28,900 4.16 413,500 46 625,600 55,700 1,169,000
100 20 0.18 12,500 0.06 33,100 0.46 28,900 4.16 413,500 46 625,600 55,700 1,169,000 150 20 0.18 12,500 0.06 33,100 0.46 28,900 4.16 413,500 46 625,600 55,700 1,169,000 200 25 0.18 12,500 0.06 33,100 0.46 28,900 4.16 413,500 46 625,600 55,700 1,169,000 250 25 0.18 12,500 0.06 33,100 0.46 28,900 4.16 413,500 46 625,600 55,700 1,169,000
Dia. Air valve Installation(mm) mm Valve Lowering & centering Jointing (RR J.) Sub-total Total
no Rp m Rp/m nos. Rp Rp. Rp.50 13 1 12,600 1 2,400 4 5,500 37,000 1,206,000 75 13 1 12,600 1 2,500 4 5,500 37,100 1,206,100
100 20 1 12,600 1 2,800 4 9,100 51,800 1,220,800 150 20 1 12,600 1 3,800 4 11,000 60,400 1,229,400 200 25 1 12,600 1 6,200 4 11,000 62,800 1,231,800 250 25 1 12,600 1 6,200 4 11,000 62,800 1,231,800
note: earth work for valve assembly (air valve) includes in trench work
Concrete (Lean Concrete)
Valve Assembly -Air ValveDia. Air valve Construction(mm) mm Gravel Layer Lean Concrete Concrete Form Re-bar Miscellaneous Sub-total
m3 Rp/m3 m3 Rp/m3 m3 Rp/m3 m2 Rp/m2 kg Rp/kg 10%
69,300 552,400 628,000 99,400 13,600
300 75 0.3 21,000 0.9 497,000 0.89 559,000 4.68 465,000 89 1,210,000 275,000 3,027,000 350 75 0.3 21,000 0.9 497,000 0.89 559,000 4.68 465,000 89 1,210,000 275,000 3,027,000 400 100 0.3 21,000 0.9 497,000 0.89 559,000 4.68 465,000 89 1,210,000 275,000 3,027,000 450 100 0.3 21,000 0.9 497,000 0.89 559,000 4.68 465,000 89 1,210,000 275,000 3,027,000
500 100 0.3 21,000 0.9 497,000 0.89 559,000 4.68 465,000 89 1,210,000 275,000 3,027,000 600 100 0.3 21,000 0.9 497,000 0.89 559,000 4.68 465,000 89 1,210,000 275,000 3,027,000 700 100 0.3 21,000 0.9 497,000 0.89 559,000 4.68 465,000 89 1,210,000 275,000 3,027,000 800 100 0.3 21,000 0.9 497,000 0.89 559,000 4.68 465,000 89 1,210,000 275,000 3,027,000 900 100 0.3 21,000 0.9 497,000 0.89 559,000 4.68 465,000 89 1,210,000 275,000 3,027,000
1000 150 0.3 21,000 0.9 497,000 0.89 559,000 4.68 465,000 89 1,210,000 275,000 3,027,000
Dia. Air valve Installation(mm) mm Valve Lowering & centering Mech J. Sub-total Total
no Rp m Rp/m nos. Rp Rp. Rp.
300 75 1 38,600 2.8 18,900 7 16,600 92,000 3,119,000 350 75 1 38,600 2.8 24,000 7 16,600 106,000 3,133,000 400 100 1 52,300 2.9 29,400 7 18,400 138,000 3,165,000 450 100 1 52,300 2.9 35,100 7 20,300 154,000 3,181,000
500 100 1 52,300 2.8 61,600 7 22,100 225,000 3,252,000 600 100 1 52,300 2.9 66,700 7 25,800 246,000 3,273,000 700 100 1 52,300 3.0 71,800 7 29,500 268,000 3,295,000 800 100 1 52,300 3.0 78,900 7 38,700 289,000 3,316,000 900 100 1 52,300 3.2 84,400 7 44,200 322,000 3,349,000
1000 150 1 75,700 3.2 165,000 7 51,600 604,000 3,631,000
note: earth work for valve assembly (air valve) includes in trench work
Lined Drain Ditch Crossing
Lined Drain = 1.00 Thrust Block Construction gravel t= 0.15 m
Dia A B H h T-MinDia. E.Work Gravel Lyer Concrete Work Form R-bar
mm m3 Concrete m2 Kg
400 1.00 3.00 1.00 1.00 0.30 400 in 0.450 2.62 2.000 0.800 41.445
600 1.20 3.00 1.20 1.00 0.30 600 0.540 3.47 2.400 1.056 48.940
1000 1.60 3.00 1.60 1.00 0.30 1000 0.720 5.33 3.200 1.664 63.932
Lined Drain = 2.00 Thrust Block Construction gravel t= 0.15 m
Dia A B H h T-MinDia. E.Work Gravel Lyer Concrete Work Form R-bar
mm m3 Concrete m2 Kg
400 1.00 4.00 1.00 1.50 0.30 400 in 0.600 3.50 2.000 1.900 54.840
600 1.20 4.00 1.20 1.50 0.30 600 0.720 4.63 2.400 2.100 64.754
1000 1.60 4.00 1.60 1.50 0.30 1000 0.960 7.10 3.200 2.500 84.582
Box Culvert m'
Box Culvert m'
B
H
A
hH
D
L
300
D30
0
Ø 14
TRENCHWIDTH
Ø 14 @ 500POUR AGAINSTUNDISTURBED SOIL
MIN1000TYP
MIN
300 PLAIN CONCRETE
ROAD WAY SURFACEEXIST.LINE
DRAIN
LINED DRAIN DITCH CROSSING B-
Lined Drain Ditch Crossing
Lined Drain = 3.00 Thrust Block Construction gravel t= 0.15 m
Dia A B H h T-MinDia. E.Work Gravel Lyer Concrete Work Form R-bar
mm m3 Concrete m2 Kg
400 1.00 5.00 1.00 2.00 0.30 400 in 0.750 4.37 2.000 2.200 68.236
600 1.20 5.00 1.20 2.00 0.30 600 0.900 5.79 2.400 2.400 80.568
1000 1.60 5.00 1.60 2.00 0.30 1000 1.200 8.88 3.200 2.800 105.231
Lined Drain = 4.00 Thrust Block Construction gravel t= 0.15 m
Dia A B H h T-MinDia. E.Work Gravel Lyer Concrete Work Form R-bar
mm m3 Concrete m2 Kg
400 1.00 6.00 1.00 2.50 0.30 400 in 0.900 5.25 2.000 2.500 81.632
600 1.20 6.00 1.20 2.50 0.30 600 1.080 6.94 2.400 2.700 96.381
1000 1.60 6.00 1.60 2.50 0.30 1000 1.440 10.65 3.200 3.100 125.881
Box Culvert m'
Box Culvert m'
B
H
A
hH
D
L
300
D30
0
Ø 14
TRENCHWIDTH
Ø 14 @ 500POUR AGAINSTUNDISTURBED SOIL
MIN1000TYP
MIN
300 PLAIN CONCRETE
ROAD WAY SURFACEEXIST.LINE
DRAIN
LINED DRAIN DITCH CROSSING B-
Unlined Drain Ditch Crossing
Unlined Drain = 1.00 Thrust Block Construction gravel t= 0.15 m
Dia A B H h T-MinDia. E.Work Gravel Lyer Concrete Work Form R-bar
mm m3 Concrete m2 Kg
400 1.00 3.00 1.00 1.00 0.30 400 in 0.450 2.62 2.000 96.285
600 1.20 3.00 1.20 1.00 0.30 600 0.540 3.47 2.400 114.662
1000 1.60 3.00 1.60 1.00 0.30 1000 0.720 5.33 3.200 151.415
Lined Drain = 2.00 Thrust Block Construction gravel t= 0.15 m
Dia A B H h T-MinDia. E.Work Gravel Lyer Concrete Work Form R-bar
mm m3 Concrete m2 Kg
400 1.00 4.00 1.00 1.00 0.30 400 in 0.600 3.50 2.000 127.961
600 1.20 4.00 1.20 1.00 0.30 600 0.720 4.63 2.400 152.382
1000 1.60 4.00 1.60 1.00 0.30 1000 0.960 7.10 3.200 201.226
EXIST.DRAIN MIN
1000TYP
GROUND SURFACE
MIN
300
FULL CONCRETEENCASEMENT
UNLINED DRAIN DITCH CROSSING C-
300 300D
300
MIN
300
D
D 14 @ 200
BACKFILL
LOOP Ø 19 @ 300
D 14 @ 3000
POUR AGAINTSUNDISTURBED SOIL
CONCRETE ENCASEMENT
*
*
1) METHOD : MATERIAL PLACED IN EACH LAYER NOTEXCEEEDING 200 mm IN THICKNESSAND COMPACTED BY APPROVED MECHANICAL METHODS.
B
HD
L
A
hH
Lined Drain Ditch Crossing
Lined Drain = 3.00 Thrust Block Construction gravel t= 0.15 m
Dia A B H h T-MinDia. E.Work Gravel Lyer Concrete Work Form R-bar
mm m3 Concrete m2 Kg
400 1.00 5.00 1.00 1.00 0.30 400 in 0.750 4.37 2.000 159.636
600 1.20 5.00 1.20 1.00 0.30 600 0.900 5.79 2.400 190.103
1000 1.60 5.00 1.60 1.00 0.30 1000 1.200 8.88 3.200 251.037
Lined Drain = 4.00 Thrust Block Construction gravel t= 0.15 m
Dia A B H h T-MinDia. E.Work Gravel Lyer Concrete Work Form R-bar
mm m3 Concrete m2 Kg
400 1.00 6.00 1.00 1.00 0.30 400 in 0.900 5.25 2.000 191.312
600 1.20 6.00 1.20 1.00 0.30 600 1.080 6.94 2.400 227.824
1000 1.60 6.00 1.60 1.00 0.30 1000 1.440 10.65 3.200 300.848
EXIST.DRAIN MIN
1000TYP
GROUND SURFACEM
IN30
0
FULL CONCRETEENCASEMENT
UNLINED DRAIN DITCH CROSSING C-
300 300D
300
MIN
300
D
D 14 @ 200
BACKFILL
LOOP Ø 19 @ 300
D 14 @ 3000
POUR AGAINTSUNDISTURBED SOIL
CONCRETE ENCASEMENT
*
*
1) METHOD : MATERIAL PLACED IN EACH LAYER NOTEXCEEEDING 200 mm IN THICKNESSAND COMPACTED BY APPROVED MECHANICAL METHODS.
B
HD
L
A
hH
BOX CULVERT Crossing
Lined Drain = 1.00 Thrust Block Construction gravel t= 0.15 m
Dia A B H h T-MinDia. E.Work Gravel Lyer Concrete Work Form Miscellaneous R-bar
mm m3 Concrete m2Pavement
Kg
400 1.00 3.00 1.00 1.00 0.30 400 included 0.450 2.62 2.000 4.800 1.600 41.44
600 1.20 3.00 1.20 1.00 0.30 600 0.540 3.47 2.400 5.400 1.800 48.94
1000 1.60 3.00 1.60 1.00 0.30 1000 0.720 5.33 3.200 6.600 2.200 63.93
Lined Drain = 2.00 Thrust Block Construction gravel t= 0.15 m
Dia A B H h T-MinDia. E.Work Gravel Lyer Concrete Work Form Miscellaneous R-bar
mm m3 Concrete m2Pavement
Kg
400 1.00 4.00 1.00 1.50 0.30 400 in 0.600 3.50 2.000 7.600 1.900 54.84
600 1.20 4.00 1.20 1.50 0.30 600 0.720 4.63 2.400 8.400 2.100 64.75
1000 1.60 4.00 1.60 1.50 0.30 1000 0.960 7.10 3.200 10.000 2.500 84.58
Box Culvert
m'
Box Culvert
m'
B
H
A
hH
D
L
300
D30
0
Ø 14
TRENCHWIDTH
Ø 14 @ 500POUR AGAINSTUNDISTURBED SOIL
MIN1000TYP
MIN
300 PLAIN CONCRETE
ROAD WAY SURFACEEXIST.LINE
DRAIN
LINED DRAIN DITCH CROSSING B-
D-
BOX CULVERT CROSSING
300
Min
Min1.0mTyp
ROAD WAY SURFACE
PLAIN CONCRETE
EXISTCULVERT
BOX CULVERT Crossing
Lined Drain = 3.00 Thrust Block Construction gravel t= 0.15 m
Dia A B H h T-MinDia. E.Work Gravel Lyer Concrete Work Form Miscellaneous R-bar
mm m3 Concrete m2Pavement
Kg
400 1.00 5.00 1.00 2.00 0.30 400 in 0.750 4.37 2.000 11.000 2.200 68.24
600 1.20 5.00 1.20 2.00 0.30 600 0.900 5.79 2.400 12.000 2.400 80.57
1000 1.60 5.00 1.60 2.00 0.30 1000 1.200 8.88 3.200 14.000 2.800 105.23
Lined Drain = 4.00 Thrust Block Construction gravel t= 0.15 m
Dia A B H h T-MinDia. E.Work Gravel Lyer Concrete Work Form Miscellaneous R-bar
mm m3 Concrete m2Pavement
Kg
400 1.00 6.00 1.00 2.50 0.30 400 in 0.900 5.25 2.000 15.000 2.500 81.63
600 1.20 6.00 1.20 2.50 0.30 600 1.080 6.94 2.400 16.200 2.700 96.38
1000 1.60 6.00 1.60 2.50 0.30 1000 1.440 10.65 3.200 18.600 3.100 125.88
Box Culvert
m'
Box Culvert
m'
B
H
A
hH
D
L
300
D30
0
Ø 14
TRENCHWIDTH
Ø 14 @ 500POUR AGAINSTUNDISTURBED SOIL
MIN1000TYP
MIN
300 PLAIN CONCRETE
ROAD WAY SURFACEEXIST.LINE
DRAIN
LINED DRAIN DITCH CROSSING B-
D-
BOX CULVERT CROSSING
300
Min
Min1.0mTyp
ROAD WAY SURFACE
PLAIN CONCRETE
EXISTCULVERT
BOX CULVERT (Future) Crossing
Lined Drain = 10.00 Thrust Block Construction gravel t= 0.15 m
Dia A B H h T-MinDia. E.Work Gravel Lyer Concrete Work Form Miscellaneous R-bar
mm m3 Concrete m2Pavement
Kg
400 1.00 10.00 1.00 1.00 0.30 400 in 1.500 8.74 2.000 16.000 1.600 135.21
600 1.20 10.00 1.20 1.00 0.30 600 1.800 11.57 2.400 18.000 1.800 159.64
1000 1.60 10.00 1.60 1.00 0.30 1000 2.400 17.75 3.200 22.000 2.200 208.48
Box Culvert
m'
B
H
A
hH
D
L
300
D30
0
Ø 14
TRENCHWIDTH
Ø 14 @ 500POUR AGAINSTUNDISTURBED SOIL
MIN1000TYP
MIN
300 PLAIN CONCRETE
ROAD WAY SURFACEEXIST.LINE
DRAIN
LINED DRAIN DITCH CROSSING B-
BOX CULVERT (FUTURE) CROSSING E-
300
min
L=10M
PLAIN CONCRETE
BOXCULVERT( FUTURE )
Unit Price Analysis Transport Pipe : PVC
No. Dia Length WeightTime Work Labour Equipments.
Up-to Amount Worker FeeCrane
(set) (set/hour) Rental(mm) (inch) (m/bar) (Kg/bar) (mnt) (mnt) (mnt) (Hour) (Hour) man/hour (Rp.) (Rp./bar) (Rp.) (Rp./bar) (Rp./bar) (bar)
1 50 2" 6 7.3 3.6 3 6.6 0.11 0.13 2 0.26 1,207 - - - - 1,206.86 200
2 80 3" 6 13.2 4.3 3.6 7.9 0.13 0.16 2 0.32 1,445 - - - - 1,444.57 110
3 100 4" 6 20.5 6.2 5.2 11.4 0.19 0.23 2 0.46 2,085 - - - - 2,084.57 64
4 150 6" 6 40.2 10.2 8.5 18.7 0.31 0.37 2 0.75 3,419 - - - - 3,419.43 34
5 200 8" 6 60.8 5.8 4.8 10.6 0.18 0.21 2 0.42 1,938 1 0.21 34,526 34,525.71 36,464.00 20
6 250 10" 6 92.9 7.6 6.3 13.9 0.23 0.28 2 0.56 2,542 1 0.28 45,274 45,274.29 47,816.00 16
7 300 12" 6 131.8 8.9 7.4 16.3 0.27 0.33 2 0.65 2,981 1 0.33 53,091 53,091.43 56,072.00 14
Criterion :Manpower Machin
2" - 6" 3" - 12"; 2 tonKg/mnt
Up-to Pipe : 4 - 5 14 - 24Downwards Pipe : 3 - 10 10 - 19
*Efective Time : Including difficulty factor 20%Time efektive work : 7 hour/dayFee Worker : 4,571 Rp./Hour : 32,000 Rp./dayFee Driver : 7,143 Rp./Hour : 50,000 Rp./day
Rental Crane 2 ton : 162,857 Rp./HourRental Truck 4 ton : 190,000 Rp./Hour
*Efective Time
Amount Price
Pipe Amount in Truck
Down wards.
Worker fee
Rental Equitment
Note : Rite Hour = The duration rent, including loading and unloading time and journey.
** Unit Price : Including Advantage : 10%
Rental of Truck Driver
once transport. Rental Driver Driver fee
(Rp.) once (Hour) (Rp.) once (Hour) (Rp.) (Rp./once) (Rp./m')
241,371.43 1 4 760,000.0 1 4 28,571.4 1,031,149.71 859.29
158,902.86 1 4 760,000.0 1 4 28,571.4 948,918.86 1,437.76
133,412.57 1 4 760,000.0 1 4 28,571.4 924,068.57 2,406.43
116,260.57 1 4 760,000.0 1 4 28,571.4 908,251.43 4,452.21
729,280.00 1 4 760,000.0 1 4 28,571.4 1,554,315.43 12,952.63
765,056.00 1 4 760,000.0 1 4 28,571.4 1,601,443.43 16,681.70
785,008.00 1 4 760,000.0 1 4 28,571.4 1,629,651.43 19,400.61
Expense go down to go
up.
Amount Price Transportation
of Pipe
Unit Price Transport of
Pipe
Note : Rite Hour = The duration rent, including loading and unloading time and journey.
Unit Price Analysis Instalation Pipe : PVC/RRJSistem Conec : Mechanical Joint (MJ)/ Flange Joint (FJ)Unit : M'
No. Dia Length WeightTime Work Labour
Amount Price of LabourAmount Fore man Pipe Fitter Wolker
(mm) (inch) (m/bar) (Kg/bar) (mnt) (mnt) (mnt) (Hour) (Hour) (man) (Hour) (Rp.) (man) (Hour) (Rp.) (man) (Hour) (Rp.) (Rp./bar)
1 50 2" 6 7.3 6.2 12.2 18.4 0.31 0.37 1 0.37 1,682 1 0.37 1,682 2 0.74 3,365 6,729.14
2 80 3" 6 13.2 8.3 14.2 22.5 0.38 0.45 1 0.45 2,057 1 0.45 2,057 2 0.90 4,114 8,228.57
3 100 4" 6 20.5 10.4 14.8 25.2 0.42 0.50 1 0.50 2,304 1 0.50 2,304 2 1.01 4,608 9,216.00
4 150 6" 6 40.2 13.1 20.5 33.6 0.56 0.67 1 0.67 3,072 1 0.67 3,072 2 1.34 6,144 12,288.00
5 200 8" 6 60.8 14.7 20.9 35.6 0.59 0.71 1 0.71 3,255 1 0.71 3,255 3 2.14 9,765 16,274.29
6 250 10" 6 92.9 18.5 23.6 42.1 0.70 0.84 1 0.84 3,849 1 0.84 3,849 3 2.53 11,547 19,245.71
7 300 12" 6 131.8 21.8 29.4 51.2 0.85 1.02 1 1.02 4,681 1 1.02 4,681 3 3.07 14,043 23,405.71
Criterion :Manpower Machin
2" - 6" 3" - 12"; 2 tonKg/mnt
Up-to Pipe : 3 - 5 6 - 8Downwards Pipe : 1 - 3 4 - 5
*Efective Time : Including difficulty factor 20%Time efektive work : 7 hour/dayFee Worker : 4,571 Rp./Hour : 32,000 Rp./dayFee Driver : 7,143 Rp./Hour : 50,000 Rp./day
Tackel : 500.00 Rp./HourTripod : 4,500.00 Rp./Hour
*Efective TimeDown
wards.Instal Pipe
Fee Foreman
Fee Fitter
Fee Wolker
Note : Rite Hour = The duration rent, including loading and unloading time and journey.
** Unit Price : Including Advantage : 10%
Amount Price of LabourEquipments.
Tackel Tripod(set/ hour) Rental (set/ hour) Rental
(Rp./m') (set) (hour) (Rp.) (set) (hour) (Rp.) (Rp./bar) (Rp./m') (Rp./bar)
1,121.52 1 0.37 184.00 - - - 184.00 30.67 1,152.19
1,371.43 1 0.45 225.00 - - - 225.00 37.50 1,408.93
1,536.00 1 0.50 252.00 - - - 252.00 42.00 1,578.00
2,048.00 1 0.67 336.00 - - - 336.00 56.00 2,104.00
2,712.38 2 1.42 712.00 1 0.71 3,204.00 3,916.00 652.67 3,365.05
3,207.62 2 1.68 842.00 1 0.84 3,789.00 4,631.00 771.83 3,979.45
3,900.95 2 2.05 1,024.00 1 1.02 4,608.00 5,632.00 938.67 4,839.62
Amount Price of Labour
**) Unit Price Instalation
Pipe
Note : Rite Hour = The duration rent, including loading and unloading time and journey.
Unit Price Analysis Transport Pipe : PVC
No. Dia Length WeightLabour Driver
Worker Fee once transport. DriverCrane
(mm) (inch) (m/bar) (Kg/bar) (Hour) man/hour (Rp.) (set/hour) (bar) once (Hour) once (Hour)
1 50 2" 6 7.30 0.13 2.00 0.26 - 200.00 1.00 4.00 1.00 4.00
2 80 3" 6 13.20 0.16 2.00 0.32 - 110.00 1.00 4.00 1.00 4.00
3 100 4" 6 20.50 0.23 2.00 0.46 - 64.00 1.00 4.00 1.00 4.00
4 150 6" 6 40.20 0.37 2.00 0.75 - 34.00 1.00 4.00 1.00 4.00
5 200 8" 6 60.80 0.21 2.00 0.42 0.21 20.00 1.00 4.00 1.00 4.00
6 250 10" 6 92.90 0.28 2.00 0.56 0.28 16.00 1.00 4.00 1.00 4.00
7 300 12" 6 131.80 0.33 2.00 0.65 0.33 14.00 1.00 4.00 1.00 4.00
*Efective Time
Equip ments.
Pipe Amount in Truck
Rental of Truck
Unit Price Analysis Instalation Pipe : PVC/RRJSistem Conec : Mechanical Joint (MJ)/ Flange Joint (FJ)Unit : M'
No. Dia LengthLabour Equipments.
Fore man Pipe Fitter WolkerTackel Tripod
(set/ hour) (set/ hour)(mm) (m/bar) (Hour) (man) (Hour) (man) (Hour) (man) (Hour) (set) (hour) (set) (hour)
1 50 6 0.37 1 0.37 1 0.37 2 0.74 1 0.37 - -
2 80 6 0.45 1 0.45 1 0.45 2 0.90 1 0.45 - -
3 100 6 0.50 1 0.50 1 0.50 2 1.01 1 0.50 - -
4 150 6 0.67 1 0.67 1 0.67 2 1.34 1 0.67 - -
5 200 6 0.71 1 0.71 1 0.71 3 2.14 2 1.42 1 0.71
6 250 6 0.84 1 0.84 1 0.84 3 2.53 2 1.68 1 0.84
7 300 6 1.02 1 1.02 1 1.02 3 3.07 2 2.05 1 1.02
*Efective Time
Unit Price Analysis Instalasi of Pipe : DCIPSistem Conec : Mechanical Joint (MJ)/ Flange Joint (FJ)Unit : M'
No. Dia Length WeightTime Work Labour Equipments.
Conec Pipe Amount Fore man Pipe Fitter WolkerKey Snugly. Trackel Tripod / Crane(set/ hour) (set/ hour) (set/ hour)
(mm) (inch)(m/bar) (Kg/bar) (mnt) (mnt) (mnt) (Hour) (Hour) (man) (Hour) (man) (Hour) (man) (Hour) (set) (hour) (set) (hour) (set) (hour)
1 80 3" 6 60.0 12.0 14.0 26.0 0.43 0.52 1 0.52 1 0.52 3 1.56 1 0.52 ### -
2 100 4" 6 72.0 13.2 17.4 30.6 0.51 0.61 1 0.61 1 0.61 3 1.84 1 0.61 ### -
3 150 6" 6 137.5 23.3 25.0 48.3 0.80 0.97 1 0.97 1 0.97 3 2.90 2 1.93 1 Tp 0.97
4 200 8" 6 185.0 25.3 29.7 55.0 0.92 1.10 1 1.10 1 1.10 4 4.40 2 2.20 1 Tp 1.10
5 250 10" 6 240.0 29.0 33.0 62.0 1.03 1.24 1 1.24 1 1.24 4 4.96 2 2.48 2 Tp 2.48
6 300 12" 6 378.0 15.8 21.3 37.1 0.62 0.74 1 0.74 1 0.74 4 2.97 2 1.48 1 Cr2 0.74
7 350 12" 6 483.0 17.4 21.5 38.9 0.65 0.78 1 0.78 1 0.78 4 3.11 2 1.56 1 Cr2 0.78
8 400 12" 6 570.0 18.6 22.7 41.3 0.69 0.83 1 0.83 2 1.65 4 3.30 2 1.65 1 Cr2 0.83
9 450 12" 6 678.0 20.0 25.7 45.7 0.76 0.91 1 0.91 2 1.83 4 3.66 2 1.83 1 Cr2 0.91
10 500 12" 6 780.0 21.2 26.9 48.1 0.80 0.96 1 0.96 2 1.92 4 3.85 2 1.92 1 Cr2 0.96
11 600 12" 6 1,014.0 21.5 31.4 52.9 0.88 1.06 1 1.06 2 2.12 4 4.23 3 3.17 1 Cr5 1.06
12 800 12" 6 1,590.0 25.8 35.9 61.7 1.03 1.23 1 1.23 2 2.47 4 4.94 3 3.70 1 Cr5 1.23
13 900 12" 6 1,914.0 25.9 37.4 63.3 1.06 1.27 1 1.27 2 2.53 4 5.06 3 3.80 1 Cr5 1.27
14 1000 12" 6 2,262.0 28.6 38.5 67.1 1.12 1.34 1 1.34 2 2.68 5 6.71 3 4.03 1 Cr5 1.34
15 1100 12" 6 2,865.0 31.5 43.3 74.8 1.25 1.50 1 1.50 2 2.99 5 7.48 3 4.49 1 Cr5 1.50
16 1200 12" 6 3,048.0 32.0 45.0 77.0 1.28 1.54 1 1.54 2 3.08 5 7.70 3 4.62 1 Cr5 1.54
*Efective TimeDown
wards.
Unit Price Analysis Transport Pipe : STEEL
No. Dia Length WeightTime Work Labour Equipments. Rental of Truck
Up-to Amount Worker FeeCrane
once transport.(set) (set/hour) Rental
(mm) (inch) (m/bar) (Kg/bar) (mnt) (mnt) (mnt) (Hour) (Hour) (Rp.) (Rp.) (Rp./bar) (Rp./bar) (bar) (Rp.) once
1 100 4" 6 35.0 4.2 3.5 7.7 0.1 0.15 2 0.31 1,408 - - - - 1,408.00 72 101,376.00 1
2 150 6" 6 78.0 2.4 2.0 4.4 0.1 0.09 2 0.18 805 1 0.09 14,331 14,331.43 15,136.00 27 408,672.00 1
3 200 8" 6 126.0 3.5 2.9 6.4 0.1 0.13 2 0.26 1,170 1 0.13 20,846 20,845.71 22,016.00 19 418,304.00 1
4 250 10" 6 190.0 4.1 3.4 7.5 0.1 0.15 2 0.30 1,371 1 0.15 24,429 24,428.57 25,800.00 16 412,800.00 1
5 300 12" 6 262.0 6.8 5.7 12.5 0.2 0.25 3 0.75 3,429 1 0.25 40,714 40,714.29 44,142.86 10 441,428.57 1
6 350 12" 6 267.0 7.7 6.4 14.1 0.2 0.28 3 0.85 3,867 1 0.28 45,926 45,925.71 49,793.14 9 448,138.29 1
7 400 12" 6 330.0 9.7 8.1 17.8 0.3 0.36 3 1.07 4,882 1 0.36 57,977 57,977.14 62,859.43 7 440,016.00 1
8 450 12" 6 424.0 11.0 9.2 20.2 0.3 0.40 3 1.21 5,541 1 0.40 65,794 65,794.29 71,334.86 6 428,009.14 1
9 500 12" 6 529.0 13.4 11.2 24.6 0.4 0.49 3 1.48 6,747 1 0.49 80,126 80,125.71 86,873.14 5 434,365.71 1
10 600 12" 6 777.0 6.2 5.2 11.4 0.2 0.23 3 0.68 3,127 1 0.23 56,316 56,316.00 59,442.86 3 178,328.57 1
11 800 12" 6 1,132.0 6.8 5.7 12.5 0.2 0.25 3 0.75 3,429 1 0.25 61,750 61,750.00 65,178.57 3 195,535.71 1
12 900 12" 6 1,275.0 9.2 7.7 16.9 0.3 0.34 3 1.01 4,635 1 0.34 83,486 83,486.00 88,121.43 2 176,242.86 1
13 1000 12" 6 1,653.0 10.0 8.3 18.3 0.3 0.37 3 1.10 5,019 1 0.37 90,402 90,402.00 95,421.43 2 190,842.86 1
14 1100 12" 6 1,762.0 18.6 15.5 34.1 0.6 0.68 3 2.05 9,353 1 0.68 168,454 168,454.00 177,807.14 1 177,807.14 1
15 1200 12" 6 1,844.0 19.7 16.4 36.1 0.6 0.72 3 2.17 9,902 1 0.72 178,334 178,334.00 188,235.71 1 188,235.71 1
Criterion :Manpower Machin80-100mm 150-250 ; 300-600
Kg/mntUp-to Pipe : 12 18 90Downwards Pipe : 10 15 75
*Efective Time : Including difficulty factor : 20%Time efektive work : 7 hour/dayFee Worker : 4,571.43 Rp./Hour : 32,000.0 Rp./dayFee Driver : 7,142.86 Rp./Hour : 50,000.0 Rp./day
Rental Crane 2 ton : 162,857.14 Rp./HourRental Crane 5 ton : 247,000.00 Rp./HourRental Truck 4 ton : 190,000.00 Rp./HourRental Truck 10 ton : 256,500.00 Rp./Hour
*Efective Time
Amount of Expence
Pipe Amount in Truck
Expense go down to go
up.Down wards.
Worker fee
Rental Equitment
man/ hour
(Rp./ bar)
Note : Rite Hour = The duration rent, including loading and unloading time and journey.
** Unit Price : Including Advantage : 10%
Rental of Truck Driver
once transport. Rental Driver Driver fee
(Hour) (Rp.) once (Hour) (Rp.) (Rp./once) (Rp./m')
4 760,000.0 1 4 28,571.4 891,355.43 2,063.32
4 760,000.0 1 4 28,571.4 1,212,379.43 7,483.82
4 760,000.0 1 4 28,571.4 1,228,891.43 10,779.75
4 760,000.0 1 4 28,571.4 1,227,171.43 12,783.04
4 760,000.0 1 4 28,571.4 1,274,142.86 21,235.71
4 760,000.0 1 4 28,571.4 1,286,502.86 23,824.13
4 760,000.0 1 4 28,571.4 1,291,446.86 30,748.73
4 760,000.0 1 4 28,571.4 1,287,915.43 35,775.43
4 760,000.0 1 4 28,571.4 1,309,810.29 43,660.34
4 1,026,000.0 1 4 28,571.4 1,292,342.86 71,796.83
4 1,026,000.0 1 4 28,571.4 1,315,285.71 73,071.43
4 1,026,000.0 1 4 28,571.4 1,318,935.71 109,911.31
4 1,026,000.0 1 4 28,571.4 1,340,835.71 111,736.31
4 1,026,000.0 1 4 28,571.4 1,410,185.71 235,030.95
4 1,026,000.0 1 4 28,571.4 1,431,042.86 238,507.14
Unit Price Transporta tion of Pipe
Unit Price Transport of
Pipe m'
Note : Rite Hour = The duration rent, including loading and unloading time and journey.
Unit Price Analysis Transport Pipe : PVC
No. Dia WeightLabour
Equip ments.Driver
Fee once transport. DriverCrane
(mm) (Kg/bar) (Hour) (Rp.) (set/hour) (bar) once (Hour) once (Hour)
1 100 35.0 0.15 0.31 - - 72.00 1.00 4.00 1.00 4.00
2 150 78.0 0.09 0.18 1.00 0.09 27.00 1.00 4.00 1.00 4.00
3 200 126.0 0.13 0.26 1.00 0.13 19.00 1.00 4.00 1.00 4.00
4 250 190.0 0.15 0.30 1.00 0.15 16.00 1.00 4.00 1.00 4.00
5 300 262.0 0.25 0.75 1.00 0.25 10.00 1.00 4.00 1.00 4.00
6 350 267.0 0.28 0.85 1.00 0.28 9.00 1.00 4.00 1.00 4.00
7 400 330.0 0.36 1.07 1.00 0.36 7.00 1.00 4.00 1.00 4.00
8 450 424.0 0.40 1.21 1.00 0.40 6.00 1.00 4.00 1.00 4.00
9 500 529.0 0.49 1.48 1.00 0.49 5.00 1.00 4.00 1.00 4.00
10 600 777.0 0.23 0.68 1.00 0.23 3.00 1.00 4.00 1.00 4.00
11 800 1,132.0 0.25 0.75 1.00 0.25 3.00 1.00 4.00 1.00 4.00
12 900 1,275.0 0.34 1.01 1.00 0.34 2.00 1.00 4.00 1.00 4.00
13 1000 1,653.0 0.37 1.10 1.00 0.37 2.00 1.00 4.00 1.00 4.00
14 1100 1,762.0 0.68 2.05 1.00 0.68 1.00 1.00 4.00 1.00 4.00
15 1200 1,844.0 0.72 2.17 1.00 0.72 1.00 1.00 4.00 1.00 4.00
*Efective Time
Pipe Amount in Truck
Rental of Truck
Unit Price Analysis Testing PipeType Pipe : AllUnit : Seed
No. Dia
Time Work Labour
Amount Price of LabourAmount
Foreman Pipe Fitter Wolker
Amount Amount Amount
(mm) (inch) (m/bar) (mnt) (mnt) (mnt) (mnt) (mnt) (Hour) (Hour) (man) (Hour) (Rp.) (man) (Hour) (Rp.) (man) (Hour) (Rp.) (Rp./500m') (Rp./m')
1 50 2" 0.98 89.0 25.4 160.0 14.6 129.0 159.0 288.0 4.8 5.76 1 5.76 37,029 1 5.76 34,560 1 5.76 26,331 97,920.00 195.84
2 80 3" 2.51 90.0 25.0 160.0 15.2 130.2 161.2 291.4 4.9 5.83 1 5.83 37,466 1 5.83 34,968 1 5.83 26,642 99,076.00 198.15
3 100 4" 3.93 91.0 26.4 160.0 17.5 134.9 164.9 299.8 5.0 6.00 1 6.00 38,546 1 6.00 35,976 1 6.00 27,410 101,932.00 203.86
4 150 6" 8.84 92.0 30.5 160.0 18.7 141.2 171.2 312.4 5.2 6.25 1 6.25 40,166 1 6.25 37,488 1 6.25 28,562 106,216.00 212.43
5 200 8" 15.71 94.0 53.4 160.0 26.2 173.6 203.6 377.2 6.3 7.54 1 7.54 48,497 1 7.54 45,264 1 7.54 34,487 128,248.00 256.50
6 250 10" 24.54 95.0 82.8 160.0 40.9 218.7 248.7 467.4 7.8 9.35 1 9.35 60,094 1 9.35 56,088 1 9.35 42,734 158,916.00 317.83
7 300 12" 35.34 96.0 117.8 160.0 58.9 272.7 302.7 575.4 9.6 11.51 1 11.51 73,980 1 11.51 69,048 1 11.51 52,608 195,636.00 391.27
8 350 12" 43.11 98.0 160.4 160.0 80.2 338.6 368.5 707.1 11.8 14.14 1 14.14 90,913 1 14.14 84,852 1 14.14 64,649 240,414.00 480.83
9 400 12" 62.83 100.0 209.4 160.0 104.7 414.1 444.2 858.3 14.3 17.17 1 17.17 110,353 1 17.17 102,996 1 17.17 78,473 291,822.00 583.64
10 450 12" 79.52 105.0 205.0 160.0 132.5 442.5 532.6 975.1 16.3 19.50 1 19.50 125,370 1 19.50 117,012 1 19.50 89,152 331,534.00 663.07
11 500 12" 93.17 110.0 265.1 160.0 163.6 538.7 630.9 1,169.6 19.5 23.39 1 23.39 150,377 1 23.39 140,352 1 23.39 106,935 397,664.00 795.33
12 600 12" 141.37 1,250.0 337.2 160.0 39.6 1,626.8 1,408.8 3,035.6 50.6 60.71 1 60.71 390,291 1 60.71 364,272 1 60.71 277,541 1,032,104.00 2,064.21
13 800 12" 251.33 1,250.0 140.7 160.0 70.4 1,461.1 1,501.1 2,962.2 49.4 59.24 1 59.24 380,854 1 59.24 355,464 1 59.24 270,830 1,007,148.00 2,014.30
14 900 12" 313.09 1,250.0 178.1 160.0 88.1 1,516.2 1,557.2 3,073.4 51.2 61.47 1 61.47 395,151 1 61.47 368,808 1 61.47 280,997 1,044,956.00 2,089.91
15 1000 12" 372.7 1,250.0 219.9 160.0 110.0 1,579.9 1,619.9 3,199.8 53.3 64.00 1 64.00 411,403 1 64.00 383,976 1 64.00 292,553 1,087,932.00 2,175.86
16 1100 12" 475.17 1,250.0 365.1 160.0 133.0 1,748.1 1,689.1 3,437.2 57.3 68.74 1 68.74 441,926 1 68.74 412,464 1 68.74 314,258 1,168,648.00 2,337.30
17 1200 12" 585.49 1,260.0 316.7 160.0 158.3 1,735.0 1,765.0 3,500.0 58.3 70.00 1 70.00 450,000 1 70.00 420,000 1 70.00 320,000 1,190,000.00 2,380.00
Criterion :- Testing done 3 (tri) Phase : Test I : 500 m' Metode Test : - Dia < 600 mm : Konfensional (All pipe Loaded water)
: Test II : 500 m' : - Dia < 600 mm : Using "Test band" (Only at joint, 84 dot / 500 m'): Plushing : 3 minute/100 m' Pipe
- Capacities pump filler : 0.005 cu.m/second Installation of appliance consist of : Checking pipe as long as 500 m'- Capacities pump filler : 0.01 cu.m/second : Closing pipe whereas, mean 4 second
: Installing lasing / jack at dot close: Installing lasing / Vrangkring at body Pipe: Installing pump test and at grader
*Efective Time : Including difficulty factor : 20% Testing Pipe : Pumping 10 minuteTime efektive work : 7 hour/day : Perception 2.5 hourFee Foremen : 6,428.57 Rp./Hour : 45,000.0 Rp./dayFee Pipe Fitter : 6,000.00 Rp./Hour : 42,000.0 Rp./dayFee Worker : 4,571.43 Rp./Hour : 32,000.0 Rp./dayRentalKey Snugly. : 11,335.71 Rp./Hour RentalTackel : 500.00 Rp./Hour Water Pump : 21,428.57 Rp./HourTripod : 4,500.00 Rp./Hour Water Pump Test : 14,169.64 Rp./HourRental Crane 2 ton : 162,857.14 Rp./HourRental Crane 5 ton : 247,000.00 Rp./Hour
** Unit Price : Including Advantage : 10%
Unit Water Test
*Efective TimeConec.
Eqiuip.
Water Content Test 1
Test Pipe 1
Discard Water Test
Amount Testing 1
Testing / Flushing 2 Piple
amountunit / hour
Piple amount
unit / hour
Piple amount
unit / hour
Equipments.Rental of Equipments
Key Snugly. Tackel Tripod / Crane Water Pump Pump Testing
unit / hour Rental Rental Rental unit / hour Rental Rental Amount Amount / m'
(set) (hour) (Rp.) (set) (hour) (Rp.) (set) (hour) (Rp.) (set) (hour) (Rp.) (set) (hour) (Rp.) (Rp./500m') (Rp./m') (Rp./m') (Rp./bar)
3 17.28 195,881.14 4 23.04 11,520.00 1 Tp 5.76 25,920.00 2 11.52 246,857.14 1 5.76 81,617.14 561,795.43 1,123.59 1,319.43 1,451.37
3 17.48 198,193.63 4 23.31 11,656.00 1 Tp 5.83 26,226.00 2 11.66 249,771.43 1 5.83 82,580.68 568,427.74 1,136.86 1,335.01 1,468.51
3 17.99 203,906.83 4 23.98 11,992.00 1 Tp 6.00 26,982.00 2 11.99 256,971.43 1 6.00 84,961.18 584,813.44 1,169.63 1,373.49 1,510.84
3 18.74 212,476.63 4 24.99 12,496.00 1 Tp 6.25 28,116.00 2 12.50 267,771.43 1 6.25 88,531.93 609,391.99 1,218.78 1,431.22 1,574.34
3 22.63 256,549.89 4 30.18 15,088.00 1 Tp 7.54 33,948.00 2 15.09 323,314.29 1 7.54 106,895.79 735,795.96 1,471.59 1,728.09 1,900.90
3 28.04 317,898.77 4 37.39 18,696.00 1 Tp 9.35 42,066.00 2 18.70 400,628.57 1 9.35 132,457.82 911,747.16 1,823.49 2,141.33 2,355.46
4 46.03 521,805.60 6 69.05 34,524.00 1 Tp 11.51 51,786.00 2 23.02 493,200.00 1 11.51 163,064.25 1,264,379.85 2,528.76 2,920.03 3,212.03
4 56.57 641,238.69 6 84.85 42,426.00 1 Tp 14.14 63,639.00 2 28.28 606,085.71 1 14.14 200,387.09 1,553,776.49 3,107.55 3,588.38 3,947.22
4 68.66 778,355.49 6 103.00 51,498.00 1 Tp 17.17 77,247.00 2 34.33 735,685.71 1 17.17 243,236.09 1,886,022.29 3,772.04 4,355.69 4,791.26
4 78.01 884,276.40 6 117.01 58,506.00 1 Tp 19.50 87,759.00 2 39.00 835,800.00 1 19.50 276,336.38 2,142,677.78 4,285.36 4,948.42 5,443.27
4 93.57 1,060,660.11 6 140.35 70,176.00 1 Tp 23.39 105,264.00 2 46.78 1,002,514.29 1 23.39 331,456.29 2,570,070.69 5,140.14 5,935.47 6,529.02
5 303.56 3,441,069.43 8 485.70 242,848.00 1 Cr2 60.71 9,887,382.86 2 121.42 2,601,942.86 1 60.71 860,267.36 17,033,510.50 34,067.02 36,131.23 39,744.35
5 296.22 3,357,865.29 8 473.95 236,976.00 1 Cr2 59.24 9,648,308.57 2 118.49 2,539,028.57 1 59.24 839,466.32 16,621,644.75 33,243.29 35,257.59 38,783.34
5 307.34 3,483,918.43 8 491.74 245,872.00 1 Cr2 61.47 10,010,502.86 2 122.94 2,634,342.86 1 61.47 870,979.61 17,245,615.75 34,491.23 36,581.14 40,239.26
5 319.98 3,627,201.86 8 511.97 255,984.00 1 Cr2 64.00 10,422,205.71 2 127.99 2,742,685.71 1 64.00 906,800.46 17,954,877.75 35,909.76 38,085.62 41,894.18
5 343.72 3,896,311.71 8 549.95 274,976.00 1 Cr2 68.74 11,195,451.43 2 137.49 2,946,171.43 1 68.74 974,077.93 19,286,988.50 38,573.98 40,911.27 45,002.40
5 350.00 3,967,500.00 8 560.00 280,000.00 1 Cr2 70.00 11,400,000.00 2 140.00 3,000,000.00 1 70.00 991,875.00 19,639,375.00 39,278.75 41,658.75 45,824.63
Amount of Expence
Amount of Testing
PipeAmount Appliances.
Amount Appliances.
unit / hour
Amount Appliances.
unit / hour
Amount Appliances.
Amount Appliances.
unit / hour
Note : Rite Hour = The duration rent, including loading and unloading time and journey.
Unit Price Analysis Testing PipeType Pipe : AllUnit : Seed
No. Dia
Labour Equipments.Foreman Pipe Fitter Wolker Key Snugly. Tackel Tripod / Crane Water Pump Pump Testing
unit / hour unit / hour unit / hour unit / hour unit / hour Amount Appliances. unit / hour
(mm) (inch) (m/bar) (Hour) (man) (Hour) (man) (Hour) (man) (Hour) (set) (hour) (set) (hour) (set) (hour) (set) (hour) (set) (hour)
1 50 2" 0.98 5.76 1 5.76 1 5.76 1 5.76 3 17.28 4 23.04 1 Tp 5.76 2 11.52 1 5.76
2 80 3" 2.51 5.83 1 5.83 1 5.83 1 5.83 3 17.48 4 23.31 1 Tp 5.83 2 11.66 1 5.83
3 100 4" 3.93 6.00 1 6.00 1 6.00 1 6.00 3 17.99 4 23.98 1 Tp 6.00 2 11.99 1 6.00
4 150 6" 8.84 6.25 1 6.25 1 6.25 1 6.25 3 18.74 4 24.99 1 Tp 6.25 2 12.50 1 6.25
5 200 8" 15.71 7.54 1 7.54 1 7.54 1 7.54 3 22.63 4 30.18 1 Tp 7.54 2 15.09 1 7.54
6 250 10" 24.54 9.35 1 9.35 1 9.35 1 9.35 3 28.04 4 37.39 1 Tp 9.35 2 18.70 1 9.35
7 300 12" 35.34 11.51 1 11.51 1 11.51 1 11.51 4 46.03 6 69.05 1 Tp 11.51 2 23.02 1 11.51
8 350 12" 43.11 14.14 1 14.14 1 14.14 1 14.14 4 56.57 6 84.85 1 Tp 14.14 2 28.28 1 14.14
9 400 12" 62.83 17.17 1 17.17 1 17.17 1 17.17 4 68.66 6 103.00 1 Tp 17.17 2 34.33 1 17.17
10 450 12" 79.52 19.50 1 19.50 1 19.50 1 19.50 4 78.01 6 117.01 1 Tp 19.50 2 39.00 1 19.50
11 500 12" 93.17 23.39 1 23.39 1 23.39 1 23.39 4 93.57 6 140.35 1 Tp 23.39 2 46.78 1 23.39
12 600 12" 141.37 60.71 1 60.71 1 60.71 1 60.71 5 303.56 8 485.70 1 Cr2 60.71 2 121.42 1 60.71
13 800 12" 251.33 59.24 1 59.24 1 59.24 1 59.24 5 296.22 8 473.95 1 Cr2 59.24 2 118.49 1 59.24
14 900 12" 313.09 61.47 1 61.47 1 61.47 1 61.47 5 307.34 8 491.74 1 Cr2 61.47 2 122.94 1 61.47
15 1000 12" 372.7 64.00 1 64.00 1 64.00 1 64.00 5 319.98 8 511.97 1 Cr2 64.00 2 127.99 1 64.00
16 1100 12" 475.17 68.74 1 68.74 1 68.74 1 68.74 5 343.72 8 549.95 1 Cr2 68.74 2 137.49 1 68.74
17 1200 12" 585.49 70.00 1 70.00 1 70.00 1 70.00 5 350.00 8 560.00 1 Cr2 70.00 2 140.00 1 70.00
Unit Water Test
*Efective Time
Piple amount
Piple amount
Piple amount
Amount Appliance
s.
Amount Appliance
s.
Amount Appliance
s.
unit / hour
Amount Appliance
s.
unit / hour
Unit Price Analysis Testing PipeType Pipe : AllUnit : Seed
No. Dia
Time Work Labour
Amount Price of LabourAmount
Foreman Pipe Fitter Wolker
Amount Amount Amount
(mm) (inch) (m/bar) (mnt) (mnt) (mnt) (mnt) (mnt) (Hour) (Hour) (man) (Hour) (Rp.) (man) (Hour) (Rp.) (man) (Hour) (Rp.) (Rp./500m')
1 50 2" 0.98 89.0 25.4 160.0 14.6 129.0 159.0 288.0 4.8 5.76 1 5.76 37,029 1 5.76 34,560 1 5.76 26,331 97,920.00
2 80 3" 2.51 90.0 25.0 160.0 15.2 130.2 161.2 291.4 4.9 5.83 1 5.83 37,466 1 5.83 34,968 1 5.83 26,642 99,076.00
3 100 4" 3.93 91.0 26.4 160.0 17.5 134.9 164.9 299.8 5.0 6.00 1 6.00 38,546 1 6.00 35,976 1 6.00 27,410 101,932.00
4 150 6" 8.84 92.0 30.5 160.0 18.7 141.2 171.2 312.4 5.2 6.25 1 6.25 40,166 1 6.25 37,488 1 6.25 28,562 106,216.00
5 200 8" 15.71 94.0 53.4 160.0 26.2 173.6 203.6 377.2 6.3 7.54 1 7.54 48,497 1 7.54 45,264 1 7.54 34,487 128,248.00
6 250 10" 24.54 95.0 82.8 160.0 40.9 218.7 248.7 467.4 7.8 9.35 1 9.35 60,094 1 9.35 56,088 1 9.35 42,734 158,916.00
7 300 12" 35.34 96.0 117.8 160.0 58.9 272.7 302.7 575.4 9.6 11.51 1 11.51 73,980 1 11.51 69,048 1 11.51 52,608 195,636.00
8 350 12" 43.11 98.0 160.4 160.0 80.2 338.6 368.5 707.1 11.8 14.14 1 14.14 90,913 1 14.14 84,852 1 14.14 64,649 240,414.00
9 400 12" 62.83 100.0 209.4 160.0 104.7 414.1 444.2 858.3 14.3 17.17 1 17.17 110,353 1 17.17 102,996 1 17.17 78,473 291,822.00
10 450 12" 79.52 105.0 205.0 160.0 132.5 442.5 532.6 975.1 16.3 19.50 1 19.50 125,370 1 19.50 117,012 1 19.50 89,152 331,534.00
11 500 12" 93.17 110.0 265.1 160.0 163.6 538.7 630.9 1,169.6 19.5 23.39 1 23.39 150,377 1 23.39 140,352 1 23.39 106,935 397,664.00
12 600 12" 141.37 1,250.0 337.2 160.0 39.6 1,626.8 1,408.8 3,035.6 50.6 60.71 1 60.71 390,291 1 60.71 364,272 1 60.71 277,541 1,032,104.00
13 800 12" 251.33 1,250.0 140.7 160.0 70.4 1,461.1 1,501.1 2,962.2 49.4 59.24 1 59.24 380,854 1 59.24 355,464 1 59.24 270,830 1,007,148.00
14 900 12" 313.09 1,250.0 178.1 160.0 88.1 1,516.2 1,557.2 3,073.4 51.2 61.47 1 61.47 395,151 1 61.47 368,808 1 61.47 280,997 1,044,956.00
15 1000 12" 372.7 1,250.0 219.9 160.0 110.0 1,579.9 1,619.9 3,199.8 53.3 64.00 1 64.00 411,403 1 64.00 383,976 1 64.00 292,553 1,087,932.00
16 1100 12" 475.17 1,250.0 365.1 160.0 133.0 1,748.1 1,689.1 3,437.2 57.3 68.74 1 68.74 441,926 1 68.74 412,464 1 68.74 314,258 1,168,648.00
17 1200 12" 585.49 1,260.0 316.7 160.0 158.3 1,735.0 1,765.0 3,500.0 58.3 70.00 1 70.00 450,000 1 70.00 420,000 1 70.00 320,000 1,190,000.00
Criterion :- Testing done 3 (tri) Phase : Test I : 500 m' Metode Test : - Dia < 600 mm : Konfensional (All pipe Loaded water)
: Test II : 500 m' : - Dia < 600 mm : Using "Test band" (Only at joint, 84 dot / 500 m'): Plushing : 3 minute/100 m' Pipe
- Capacities pump filler : 0.005 cu.m/second Installation of appliance consist of : Checking pipe as long as 500 m'- Capacities pump filler : 0.01 cu.m/second : Closing pipe whereas, mean 4 second
: Installing lasing / jack at dot close: Installing lasing / Vrangkring at body Pipe
Unit Water Test
*Efective TimeConec.
Eqiuip.
Water Content Test 1
Test Pipe 1
Discard Water Test
Amount Testing 1
Testing / Flushing 2 Piple
amountunit / hour
Piple amount
unit / hour
Piple amount
unit / hour
: Installing pump test and at grader*Efective Time : Including difficulty factor : 20% Testing Pipe : Pumping 10 minuteTime efektive work : 7 hour/day : Perception 2.5 hourFee Foremen : 6,428.57 Rp./Hour : 45,000.0 Rp./dayFee Pipe Fitter : 6,000.00 Rp./Hour : 42,000.0 Rp./dayFee Worker : 4,571.43 Rp./Hour : 32,000.0 Rp./dayRentalKey Snugly. : 11,335.71 Rp./Hour RentalTackel : 500.00 Rp./Hour Water Pump : 21,428.57 Rp./HourTripod : 4,500.00 Rp./Hour Water Pump Test : 14,169.64 Rp./HourRental Crane 2 ton : 162,857.14 Rp./HourRental Crane 5 ton : 247,000.00 Rp./Hour
** Unit Price : Including Advantage : 10%
Amount Price of Labour
Equipments.Rental of Equipments
Key Snugly. Tackel Tripod / Crane Water Pump Pump Testing
unit / hour Rental Rental Rental Rental Rental Amount Amount / m'
(Rp./m') (set) (hour) (Rp.) (set) (hour) (Rp.) (set) (hour) (Rp.) (set) (hour) (Rp.) (set) (hour) (Rp.) (Rp./500m') (Rp./m')
195.84 3 17.28 195,881.14 4 23.04 11,520.00 1 Tp 5.76 25,920.00 2 11.52 246,857.14 1 5.76 81,617.14 561,795.43 1,123.59
198.15 3 17.48 198,193.63 4 23.31 11,656.00 1 Tp 5.83 26,226.00 2 11.66 249,771.43 1 5.83 82,580.68 568,427.74 1,136.86
203.86 3 17.99 203,906.83 4 23.98 11,992.00 1 Tp 6.00 26,982.00 2 11.99 256,971.43 1 6.00 84,961.18 584,813.44 1,169.63
212.43 3 18.74 212,476.63 4 24.99 12,496.00 1 Tp 6.25 28,116.00 2 12.50 267,771.43 1 6.25 88,531.93 609,391.99 1,218.78
256.50 3 22.63 256,549.89 4 30.18 15,088.00 1 Tp 7.54 33,948.00 2 15.09 323,314.29 1 7.54 106,895.79 735,795.96 1,471.59
317.83 3 28.04 317,898.77 4 37.39 18,696.00 1 Tp 9.35 42,066.00 2 18.70 400,628.57 1 9.35 132,457.82 911,747.16 1,823.49
391.27 4 46.03 521,805.60 6 69.05 34,524.00 1 Tp 11.51 51,786.00 2 23.02 493,200.00 1 11.51 163,064.25 1,264,379.85 2,528.76
480.83 4 56.57 641,238.69 6 84.85 42,426.00 1 Tp 14.14 63,639.00 2 28.28 606,085.71 1 14.14 200,387.09 1,553,776.49 3,107.55
583.64 4 68.66 778,355.49 6 103.00 51,498.00 1 Tp 17.17 77,247.00 2 34.33 735,685.71 1 17.17 243,236.09 1,886,022.29 3,772.04
663.07 4 78.01 884,276.40 6 117.01 58,506.00 1 Tp 19.50 87,759.00 2 39.00 835,800.00 1 19.50 276,336.38 2,142,677.78 4,285.36
795.33 4 93.57 1,060,660.11 6 140.35 70,176.00 1 Tp 23.39 105,264.00 2 46.78 1,002,514.29 1 23.39 331,456.29 2,570,070.69 5,140.14
2,064.21 5 303.56 3,441,069.43 8 485.70 242,848.00 1 Cr2 60.71 9,887,382.86 2 121.42 2,601,942.86 1 60.71 860,267.36 17,033,510.50 34,067.02
2,014.30 5 296.22 3,357,865.29 8 473.95 236,976.00 1 Cr2 59.24 9,648,308.57 2 118.49 2,539,028.57 1 59.24 839,466.32 16,621,644.75 33,243.29
2,089.91 5 307.34 3,483,918.43 8 491.74 245,872.00 1 Cr2 61.47 10,010,502.86 2 122.94 2,634,342.86 1 61.47 870,979.61 17,245,615.75 34,491.23
2,175.86 5 319.98 3,627,201.86 8 511.97 255,984.00 1 Cr2 64.00 10,422,205.71 2 127.99 2,742,685.71 1 64.00 906,800.46 17,954,877.75 35,909.76
2,337.30 5 343.72 3,896,311.71 8 549.95 274,976.00 1 Cr2 68.74 11,195,451.43 2 137.49 2,946,171.43 1 68.74 974,077.93 19,286,988.50 38,573.98
2,380.00 5 350.00 3,967,500.00 8 560.00 280,000.00 1 Cr2 70.00 11,400,000.00 2 140.00 3,000,000.00 1 70.00 991,875.00 19,639,375.00 39,278.75
Amount Appliances.
Amount Appliances.
unit / hour
Amount Appliances.
unit / hour
Amount Appliances.
unit / hourAmount
Appliances.unit / hour
Note : Rite Hour = The duration rent, including loading and unloading time and journey.
(Rp./m') (Rp./bar)
1,319.43 1,451.37
1,335.01 1,468.51
1,373.49 1,510.84
1,431.22 1,574.34
1,728.09 1,900.90
2,141.33 2,355.46
2,920.03 3,212.03
3,588.38 3,947.22
4,355.69 4,791.26
4,948.42 5,443.27
5,935.47 6,529.02
36,131.23 39,744.35
35,257.59 38,783.34
36,581.14 40,239.26
38,085.62 41,894.18
40,911.27 45,002.40
41,658.75 45,824.63
Amount of Expence
Amount of Testing
Pipe
Unit Price Analysis Testing PipeType Pipe : AllUnit : Seed
No. Dia
Labour Equipments.Foreman Pipe Fitter Wolker Key Snugly. Tackel Tripod / Crane Water Pump Pump Testing
unit / hour unit / hour unit / hour unit / hour unit / hour Amount Appliances. unit / hour
(mm) (inch) (m/bar) (Hour) (man) (Hour) (man) (Hour) (man) (Hour) (set) (hour) (set) (hour) (set) (hour) (set) (hour) (set) (hour)
1 50 2" 0.98 5.76 1 5.76 1 5.76 1 5.76 3 17.28 4 23.04 1 Tp 5.76 2 11.52 1 5.76
2 80 3" 2.51 5.83 1 5.83 1 5.83 1 5.83 3 17.48 4 23.31 1 Tp 5.83 2 11.66 1 5.83
3 100 4" 3.93 6.00 1 6.00 1 6.00 1 6.00 3 17.99 4 23.98 1 Tp 6.00 2 11.99 1 6.00
4 150 6" 8.84 6.25 1 6.25 1 6.25 1 6.25 3 18.74 4 24.99 1 Tp 6.25 2 12.50 1 6.25
5 200 8" 15.71 7.54 1 7.54 1 7.54 1 7.54 3 22.63 4 30.18 1 Tp 7.54 2 15.09 1 7.54
6 250 10" 24.54 9.35 1 9.35 1 9.35 1 9.35 3 28.04 4 37.39 1 Tp 9.35 2 18.70 1 9.35
7 300 12" 35.34 11.51 1 11.51 1 11.51 1 11.51 4 46.03 6 69.05 1 Tp 11.51 2 23.02 1 11.51
8 350 12" 43.11 14.14 1 14.14 1 14.14 1 14.14 4 56.57 6 84.85 1 Tp 14.14 2 28.28 1 14.14
9 400 12" 62.83 17.17 1 17.17 1 17.17 1 17.17 4 68.66 6 103.00 1 Tp 17.17 2 34.33 1 17.17
10 450 12" 79.52 19.50 1 19.50 1 19.50 1 19.50 4 78.01 6 117.01 1 Tp 19.50 2 39.00 1 19.50
11 500 12" 93.17 23.39 1 23.39 1 23.39 1 23.39 4 93.57 6 140.35 1 Tp 23.39 2 46.78 1 23.39
12 600 12" 141.37 60.71 1 60.71 1 60.71 1 60.71 5 303.56 8 485.70 1 Cr2 60.71 2 121.42 1 60.71
13 800 12" 251.33 59.24 1 59.24 1 59.24 1 59.24 5 296.22 8 473.95 1 Cr2 59.24 2 118.49 1 59.24
14 900 12" 313.09 61.47 1 61.47 1 61.47 1 61.47 5 307.34 8 491.74 1 Cr2 61.47 2 122.94 1 61.47
15 1000 12" 372.7 64.00 1 64.00 1 64.00 1 64.00 5 319.98 8 511.97 1 Cr2 64.00 2 127.99 1 64.00
16 1100 12" 475.17 68.74 1 68.74 1 68.74 1 68.74 5 343.72 8 549.95 1 Cr2 68.74 2 137.49 1 68.74
17 1200 12" 585.49 70.00 1 70.00 1 70.00 1 70.00 5 350.00 8 560.00 1 Cr2 70.00 2 140.00 1 70.00
Unit Water Test
*Efective Time
Piple amount
Piple amount
Piple amount
Amount Appliance
s.
Amount Appliance
s.
Amount Appliance
s.
unit / hour
Amount Appliance
s.
unit / hour
Dimensions of Trench Work1. Open Man Power 1) Excavation by Man Power
A/2 A'/20.1 C/2 C'/2 0.1
Pavement
hd 1 : n
H
H-h
b
Hj
hs
D D/2
hb
F
Djoint exc.: A B
@ 5.5 m `n = 0.2 B/2 B'/2
Le L HND hd A B hb A/2 B/2 hs H (Sand Backfill) hs A'/2 B'/2 F Hj C/2 C'/2
(mm) m m m m m m m m PVC/SP DIP m m m m m m
150 0.90 0.175 0.35 0.20 1.10 0.60 0.30 1.25 0.10 D/2 1.40 0.80 0.35 1.40 0.90 1.10
200 1.20 0.175 0.35 0.20 1.20 0.60 0.30 1.60 0.10 D/2 1.70 1.00 0.35 1.75 0.92 1.32
250 1.20 0.175 0.35 0.20 1.30 0.60 0.30 1.65 0.10 D/2 1.70 1.00 0.35 1.80 0.94 1.34
300 1.20 0.175 0.35 0.20 1.30 0.60 0.30 1.70 0.10 D/2 1.70 1.00 0.35 1.85 0.96 1.36
350 1.20 0.175 0.35 0.20 1.50 0.80 0.30 1.75 0.10 D/2 1.80 1.00 0.35 1.90 1.18 1.38
400 1.20 0.175 0.35 0.20 1.50 0.80 0.30 1.80 0.10 D/2 2.00 1.20 0.35 1.95 1.20 1.60
450 1.20 0.175 0.35 0.20 1.50 0.80 0.30 1.85 0.10 D/2 2.00 1.20 0.35 2.00 1.22 1.62
500 1.50 0.350 0.50 0.20 2.10 1.20 0.30 2.20 0.10 D/2 2.20 1.20 0.50 2.50 1.64 1.64
600 1.50 0.350 0.50 0.20 2.30 1.40 0.30 2.30 0.10 D/2 2.40 1.40 0.50 2.60 1.88 1.88
700 1.50 0.350 0.50 0.20 2.40 1.40 0.30 2.40 0.10 D/2 2.50 1.40 0.50 2.70 1.92 1.92
800 1.50 0.350 0.50 0.20 2.60 1.60 0.30 2.50 0.10 D/2 2.70 1.60 0.50 2.80 2.16 2.16
900 1.50 0.350 0.50 0.20 2.60 1.60 0.30 2.60 0.10 D/2 2.80 1.60 0.50 2.90 2.20 2.20
1000 1.50 0.350 0.60 0.20 2.90 1.80 0.30 2.70 0.10 D/2 3.00 1.80 0.60 3.10 2.44 2.44
ND hd A B hb A/2 B/2 hs H (Sand Backfill) hs A'/2 B'/2 F Hj C/2 C'/2(mm) m m m m m m m m PVC/SP DIP m m m m m m
400 3.64 0.175 0.35 0.20 1.05 0.40 0.30 4.30 0.10 D/2 2.46 0.60 0.35 4.65 0.80 1.00
450 3.64 0.175 0.35 0.20 1.10 0.40 0.30 4.40 0.10 D/2 2.50 0.60 0.35 4.75 0.82 1.02
500 3.64 0.350 0.50 0.20 1.20 0.60 0.30 4.40 0.10 D/2 2.56 0.60 0.50 4.90 1.04 1.04
600 3.64 0.350 0.50 0.20 1.25 0.70 0.30 4.50 0.10 D/2 2.70 0.70 0.50 5.00 1.18 1.18
700 3.64 0.350 0.50 0.20 1.25 0.70 0.30 4.60 0.10 D/2 2.74 0.70 0.50 5.10 1.22 1.22
800 3.48 0.350 0.50 0.20 1.30 0.80 0.30 4.60 0.10 D/2 2.84 0.80 0.50 5.10 1.36 1.36
900 3.48 0.350 0.50 0.20 1.35 0.80 0.30 4.70 0.10 D/2 2.88 0.80 0.50 5.20 1.40 1.40
1000 3.48 0.350 0.60 0.20 1.40 0.90 0.30 4.80 0.10 D/2 3.06 0.90 0.60 5.40 1.54 1.54