Anhid Bbws Balokang Patrol 100 Lps-4,7 Km

1264383

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


(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


(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



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

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




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

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

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




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

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


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





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




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


Thrust Block -Bend (1) PN = 10 kg/cm211.5 Bend




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


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 Construction gravel t= 0.15


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 Construction


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


Thrust Block -Bend (1) PN = 10 kg/cm2

22.5 Bend



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


m

R-bar

Thrust Block -Bend (1) PN = 10 kg/cm2

11.5 Bend



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


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

ｺﾝｸﾘｰﾄｻﾎﾟｰﾄ 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


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 ﾊﾞﾙﾌﾞ Weight of Fittings D Length Number 1F Bell 1F Spigot Collar ｹﾞｰﾄﾊﾞﾙﾌﾞ 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


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




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-





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




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


MIN1000TYP

MIN

300 PLAIN CONCRETE


DRAIN


Unlined Drain Ditch Crossing

Unlined Drain = 1.00 Thrust Block Construction gravel t= 0.15 m



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




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





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




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


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




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


MIN1000TYP

MIN

300 PLAIN CONCRETE


DRAIN


D-

BOX CULVERT CROSSING

300

Min

Min1.0mTyp

ROAD WAY SURFACE

PLAIN CONCRETE

EXISTCULVERT

BOX CULVERT Crossing




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




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


MIN1000TYP

MIN

300 PLAIN CONCRETE


DRAIN


D-

BOX CULVERT CROSSING

300

Min

Min1.0mTyp

ROAD WAY SURFACE

PLAIN CONCRETE

EXISTCULVERT

BOX CULVERT (Future) Crossing




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


MIN1000TYP

MIN

300 PLAIN CONCRETE


DRAIN


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


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


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



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.


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


Expense go down to go

up.Down wards.

Worker fee

Rental Equitment

man/ hour

(Rp./ bar)


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'



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


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 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



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


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


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


(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


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

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